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HomeMy WebLinkAboutAGENDA REPORT 2016 0120 CCSA REG ITEM 09B ITEM 9.B. CITY OF MOORPARK,CALIFORNIA City Council Meeting MOORPARK CITY COUNCIL BY: AGENDA REPORT TO: The Honorable City Council FROM: Jeremy Laurentowski, Parks and Recreation Director BY: Jessica Sandifer, Senior Management Analy DATE: January 14, 2016 (CC Meeting of January 20, 2016) SUBJECT: Consider Revised Plans and Specifications and Project Approval and Authorization to Advertise for Bids for the Recreational Trail System at Arroyo Vista Community Park (AVCP) (CIP Projects 7852) BACKGROUND For several years, the Parks and Recreation Commission and the City Council have discussed the need for a recreation trail system at Arroyo Vista Community Park (AVCP). On May 15, 2013, the City Council adopted the City of Moorpark Mission Statement, Priorities, Goals, and Objectives for FY 2013/2014, which included the following Departmental Goals and Objectives that coincide with the Council's desire for a recreational trail system at AVCP: VII. A. 20. Develop a conceptual plan and cost estimates for a formal walking path around the perimeter of Arroyo Vista Community Park. 26. Develop conceptual design plan and cost estimates for widening the access road within Arroyo Vista Community Park (AVCP) to accommodate bike lanes/paths and sidewalks. VI. C. 2. Install outdoor fitness equipment at one or more parks. On October 2, 2013 the City Council approved a conceptual plan for a proposed recreational trail system at Arroyo Vista Community Park (AVRC) and on November 20, 2013, Penfield and Smith was hired to prepare the plans and specifications for the Recreational Trail Improvements at AVRC. On February 5, 2014, the City Council approved the project plans and specifications in order for staff to apply for the Land and Water Conservation Fund Grant.- 22 Honorable City Council January 20, 2016 Page 2 DISCUSSION The City Council will recall that the plan incorporates a safe route of travel for both pedestrians and bicyclists from the existing pedestrian bridge at the east end of the park, to the Arroyo Vista Recreation Center. Approximately 17 new parking spaces will be added to the park. The design was able to accommodate a separated bicycle path and pedestrian walkway along the entire length of the portion of the trail system that parallels the access road, from the east end of the park to the west, separated by lodge pole fencing on both sides of the bicycle path. Internally, the proposed trail system will incorporate an approximate one mile fitness loop around the perimeter of AVCP, with exercise stations set along the route. The design proposes the use of permeable concrete in the new parking areas, permeable. asphalt for the bicycle trail, concrete for the sidewalks and decomposed granite paving for the surface material of the loop trail. The use of permeable pavement minimizes the storm water retention requirements of this project and increases the amount of storm water that will infiltrate back into the groundwater supply. The design proposes the creation of a detention basin at Parking Lot B to capture the portion of runoff from the non-permeable surfaces, such as the proposed concrete sidewalks, as · well as existing surfaces, such as the asphalt parking lots and access road. In addition, the design provides for ADA compliant walkways to the softball fields and other open turf areas throughout the park. On February 5, 2014, the City Council approved the project plans and specifications for the recreational trail project and other improvements. However, since that time, the City Council has approved various additions to the project These additions include additional parking adjacent to Parking Lot D; modifications to the Countrywood Drive corner to create a safer entry and exit out of the park for vehicles, pedestrians and cyclists; the addition of lighting along the trail, access road and Parking Lots C and D; as well as landscaping for the various areas of improvements. Each project modification is discussed in more detail below. • Entrvwav Modifications at the Intersection of Tierra Rejada Road and Countrvwood Drive: The vehicular exit at AVCP, just east of the intersection of Countrywood Drive and Tierra Rejada Road, consists of a left turn lane and a combination through/right turn lane. During times of heavy traffic, vehicular stacking in the left turn lane prevents traffic from making a right turn onto the northbound lanes on Tierra Rejada Road. In addition, the bicycle path in both the east and west direction along the AVCP access road starts/stops just west of the football stadium. In order to provide a complete trail connection from Tierra Rejada Road to the pedestrian bridge at the east end of AVCP, staff hired a civil engineer to prepare plans to modify the entrance to Arroyo Vista Park at the corner of Tierra Rejada Road and Countrywood Drive. On March 4, 2015, City Council authorized funding for this additional desjgn and engineering work. 23 Honorable City Council January 20, 2016 Page3 • Additional Parking Area at the East End of the Park: Parking is often a premium at AVCP, especially during the seasons when various sports leagues utilize the park. Currently, AVCP has 451 parking spaces that offer access to the park and field areas. This does not include Parking Lot A that is located directly adjacent to AVRC or the open areas on the north side of the access road. Parking Lot A offers access primarily to AVRC, the gym, the multi-use court and the tennis courts. The north side of the access road is not being considered for improvements at this time. The improvement plans that were prepared for the trail project will increase the parking by 30 spaces, for a total parking allocation of 481 spaces. However, even with the planned future increase in parking spaces, AVCP will still be relatively full on a normal weekend during soccer season, or during other special events planned at the park. Staff identified an area at the east end of the park, adjacent to Parking Lot D that can accommodate an additional 60 parking spaces, without impacting the adjacent athletic fields. Staff had the Civil Engineer design this additional parking area. The parking area will include a {pervious surface or biofiltration) area to retain additional stormwater runoff on site. On October 7, 2015, the City Council authorized funding for this additional design and engineering work. • Pathway and Parking Lot Lighting: The. plans for the Recreational Trail did not originally include lighting for the loop trail, the vehicular access road, or Parking Lots C and D. However, in order to allow residents to utilize the trail and other park uses during the evening hours, particularly during daylight savings time, staff believes that lighting should be included in the overall project. The lighting plans include a centralized lighting timer that will be scheduled to turn off when the park closes at 10:00 p.m. The Lighting work was approved by the City Council as a part of the Fiscal Year 2014-15 Capital Improvement Project budget. • Landscaping Plans and Entry Monument: Staff hired a landscape architect to prepare landscape plans and specifications for the recreational trail, the new parking areas, infiltration basin, and modifications to the existing irrigation system for these new landscape areas. In addition, a landscape architect was also hired to prepare landscape plans and specifications for Parking lot A. The project includes the design of a monument sign identifying the location of AVCP and AVRC. AVCP is the only park that does not have a monument sign identifying its location. Currently, there is a small monument sign that is visible on the west side of the access road, but it is not visible until after you have exited off of Tierra Rejada Road. On August 19, 2015, the City Council authorized funding for the design of the landscape plans and specifications. The plans and specifications for the revised project have been made available for City Council review in the large conference room at City Hall. A copy is also attached to this staff report for public review. · 24 Honorable City Council January 20, 2016 Page4 FISCAL IMPACT The engineers estimated cost to complete the project as originally designed is $1.6 million inclusive of a 10% contingency. The additional modifications increase the project cost as follows: • Entryway Modifications at Countrywood Drive: • Additional Parking Area at Parking Lot D: • Pathway and Parking Lot Lighting: • Landscape Plans and Entry Monument: Sub-Total: $ 225,000 $ 305,000 $ 795,000 $ 405.000 $1,730,000 The total revised project cost including the additional items is $3,300,000. To date, a TOA Article 3 grant has been secured from the state in the amount of $132,000 for the pedestrian/bike path improvements from the pedestrian bridge to Arroyo Vista Recreation Center. Staff has also received an LWCF grant from the State Parks Department in the amount of $500,000. It is proposed that the remaining project costs will be allocated from a percentage of the General Fund (Fund 1000) as well as the Traffic System Management Fund (TSM) (Fund 2001). Staff will evaluate these funding options and return to City Council once the bids have been received. ENVIRONMENTAL DOCUMENTATION As this project involves the installation of hardscape, low-level lighting, and fitness equipment in an existing park, and there is no reasonable possibility that it would result in a significant effect on the environment, either individually· or cumulatively. In consideration of other reasonably foreseeable projects, it is the Community Development Director's determination that the project is categorically exempt from environmental review under the California Environmental Quality Act (CEQA) pursuant to Sections 15301 (Existing Facilities) and 15304 (Minor Alterations to Land) of the CEQA Guidelines. If this project is approved, staff will file a Notice of Exemption with the County Clerk. STAFF RECOMMENDATION 1. Approve the revised plans and specifications for the recreational trail system project at Arroyo Vista Community Park; and 2. Authorize staff to advertise for bids. Attachment -Project Plans and Specifications 25 Project Manual and Specifications RECREATIONAL TRAIL PROJECT ARROYO VISTA COMMUNITY PARK 4550 Tierra Rejada Road Moorpark, California Bid Due Date and time: XXXX, XXXXXXX, 2015 atXX:OOAM Specification No.P&R-16-001 26 TABLE OF CONTENTS BIDDING, AGREEMENT FORMS AND BONDS: Notice Inviting Bids **Bid Forms: Bid Proposal Non-collusion Affidavit Bid Bond Statement of Bidders Qualifications and References Compliance with Environmental, Health & Safety Standards Workers' Compensation Insurance Certificate Bidder's Statement of Subcontractors Agreement to Comply with California Labor Law Requirements Agreement and Bonds Contract Performance and Payment Bonds Material Suppliers and Laborers CONDITIONS OF THE CONTRACT: General Conditions Special Conditions -Federal Grant Requirements Scope of Work Appendix 1 -Davis Bacon Wage Determinations Appendix 2 -City of Moorpark SWPPP Form ** FORMS TO BE SUBMITTED WITH BID 2 27 Instruction to Bidders THE CITY OF MOORPARK IS REQUESTING BIDS FOR CONSTRUCTION OF THE RECREATIONAL TRAIL PROJECT AT ARROYO VISTA COMMUNITY PARK LOCATED AT 4550 TIERRA REJADA ROAD, MOORPARK, CA 93021 There will be a mandatorv pre-bid conference and site walk held on XXXX, XXXXX, 2015 at XX:OO AM at 4550 Tierra Rejada Road, Moorpark CA. Potential bidders are required to attend this meeting. Failure to attend the mandatory pre-bid meeting will result in a bidder's proposal being rejected as non-responsive. BID SUBMITTAL: Each bid must be submitted on the Bid Forms provided in the bid package. All blanks in the Bid Form must be filled in and all prices must be stated in both words and figures. It is the sole responsibility of the bidder to see that the bid is delivered to the proper place and received at the proper time. Any bid received after the scheduled closing time for receipt of bids will be returned to the bidder unopened. All bid forms must be sealed and delivered before XX:OOAM on XXXXX., 2015 to the following address (postmarks will not be accepted): City Clerk's Office City of Moorpark 799 Moorpark Avenue Moorpark, CA 93021 NOTE: Please mark the outside of the envelope: Sealed Bid for Recreational Trail Project at Arroyo Vista Community Park 4550 Tierra Rejada Road Moorpark, CA 93021 DO NOT OPEN WITH REGULAR MAIL Bidders shall submit one complete set of the Bid Forms and all required attachments. No proposal received after the time specified or at any place other than the place stated above will be considered. All bids will be opened and declared publicly. The official bid clock, which will establish the official bid time, will be determined by the City Clerk's Division of the City of Moorpark. Bidders or their representatives are invited to be present at the opening of the bids. No individual or business entity of any kind shall be allowed to make or file, or to be interested in more than one bid, except an alternative bid when specifically requested. An individual or business entity which has submitted a sub-proposal to a bidder submitting a proposal, or who has quoted prices on materials to such bidder, is not thereby disqualified from submitting a sub-proposal or from quoting prices to other bidders submitting proposals. 3 28 Instructions to Bidders (continued) A bidder may withdraw the proposal, witho~t prejudice prior to the time specified for the bid opening, by submitting a written request to the City for its withdrawal, in which event the proposal will be returned to the bidder unopened. Changes in or additions to the Bid Form, recapitulations of the work bid upon, alternative proposals, or any other modification or deviation of the Bid Form which is not specifically called for in the Contract Documents may result in the City's rejection of the bid as being non- responsive. Non-substantial deviations may be permitted provided that the bidder submits a full description and explanation of, and justifications for, the proposed deviations. Final determination of any proposed deviation will be made solely by the City. BID FORMS: The bid must be accompanied by certified check, cashier's check, or bidder's bond, made payable to the City of Moorpark for an amount no less than ten percent (10%) of the total bid amount, as a guarantee that the bidder, if its bid is accepted, will promptly obtain the required bonds and insurance and will prepare the required submittal documents and execute the contract. The Bid Bonds for those bids that were not selected will be returned to the Bidders upon award of the contract by the City Council. The bidder to whom award is made shall execute a written contract with the City within fourteen (14) calendar days after notice of the award has been sent by mail to the address given in the proposal. The contract shall be made in the form adopted by the City and incorporated in these specifications. The bidder warrants that he/she possesses, or has arranged through subcontracts, all capital and other equipment, labor and materials to carry out and complete the work hereunder in compliance with all applicable Federal, State, City, and Special District laws, ordinances, and regulations. If the bidder to whom the award is made fails to enter into the contract, the award will be annulled; any bid security will be forfeited; and an award may be made to the next lowest responsible bidder who shall fulfill every term and condition of the bid as if he/she were party to whom the first award was made. Contractor must be registered with the California Department of Industrial Relations (DIR) pursuant to SB 854. Proof of registration must be provided or the Contractor's bid will not be accepted. BIDDER QUESTIONS: If you discover any error, omission, ambiguity, or conflict, in the plans or specifications or have any questions concerning the bidding documents or proposal forms contact the City's Project Representative via e-mail: Jessica Sandifer, Senior Management Analyst City of Moorpark 799 Moorpark Avenue, Moorpark, CA 93021 jsandifer@moorparkca.gov 4 29 Instructions to Bidders (continued) Please do not call other staff members or consultants. If a prospective bidder is in doubt or has any questions as to the true meaning or intent of any part of the Bid package, or discovers discrepancies, errors, or conflicts, or omissions, he/she may submit, to the above Project Representative, a written request for an interpretation or a correction thereof. Interpretations or corrections shall be made only by addendum duly issued by the City. A copy of such addendum will be mailed, faxed, or delivered to each person receiving a set of the Contract Documents and such addendum shall be considered a part of, and incorporated in, the Contract Documents. Questions must be received in writing no later than 96 hours prior to the bid deadline in order to provide the City sufficient time to evaluate the question and respond no later than 72 hours prior to the bid deadline. Questions received after the 96 hour deadline will be deemed not received. All requests for information (regarding the bid) submitted in writing by the deadline will receive a written response from the City. Telephone communications with City Staff will not be permitted. Any oral communication shall not be binding on the City. BIDS QUOTES AND UNIT PRICING: The individual project prices should be bid as lump sum prices and must be entered in figures in the spaces provided on the Bid Submission Form(s). The total bid sum shall be stated in figures. The Bid Submission Form(s) must be totally completed. Unit prices, if requested, should be added as Appendix A and are to be used only for changes to the contract. EVALUATION OF BIDS AND AWARD: The City reserves the right to retain all bids for a period of 90 calendar days for examination and comparison, and to delete or add any alternates to/from the contract. Bidders shall guarantee the bid prices for said 90 day period to facilitate City evaluation of the bids. Each bidder shall meet all of the specifications and bid terms and conditions. By virtue of the bid submission and acceptance of the bid award, the bidder acknowledges full understanding of, and agreement with, and acceptance of all provisions of the plans, specifications and contract documents. The City reserves the right to waive non-substantial irregularities in any bid, to reject any or all proposals, to reject or delete one part of a proposal and accept the other, except to the extent that the bids are qualified by specific limitations given by the City, and to make award to the lowest responsible bidder as the interest of the City may require. In addition to the information required by the bid documents, the City may request evidence from a bidder, whose bid is under consideration for award, reasonable evidence showing that bidder's financial resources, construction experience, and organization and plant facilities are sufficient for performance of the contract. 5 30 BID PROPOSAL TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID CITY OF MOORPARK MOORPARK, CALIFORNIA Recreational Trail Project Arroyo Vista Community Park Moorpark, California Bids to Be Received -XXXXXX, XXXX, 2015, by XX:OOAM CONTRACTOR Street Address City ----------State ___ _ Zip Code Telephone Number Contractor's License No Class , Expiration Date ---------------- · The undersigned swears under penalty of perjury that the information regarding the Contractor's License is true and correct. Signature of Bidder------------------------- Title BID SCHEDULE: It is understood that the lump sum bid includes without limitation, all expenses, permits, taxes, royalties, and fees associated with the work described within these bid documents. THE CITY RESERVES THE RIGHT TO INCREASE OR DECREASE THE CONTRACT. 1. Recreational Trail ($ .2. Landscape Improvements ($ 3. Lighting Improvements ($ 4. Countrywood Entrance Modification ($ 5. Eastern Parking Area Addition ($ TOTAL BID $ dollars and cents WRITE OUT TOTAL BID ON THIS LINE Number of calendar days for completion: 120 6 31 BID PROPOSAL (continued) TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID Bid Due Dateffime: XXXXX. XXXXX. 2015 at XX:OOAM The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into Contract with the City of Moorpark to perform the Work as specified or indicated in said Contract Documents entitled: Recreational Trail at Arroyo Vista Community Park Bidder accepts all of the terms and conditions of the Contract Documents, including without limitations, those in the Notice Inviting Bids, Instructions to Bidders, General Conditions, Special Conditions, and Technical Specifications. This Bid will remain open for the period stated in the Notice Inviting Bids. By signing this bid proposal, the Bidder agrees to enter into a Contract within the time and in the manner as required in the Notice Inviting Bids. Bidder understands that by submitting this bid, bidder is agreeing to furnish the insurance certificates, endorsements, and Bonds as required by the Contract Documents. Contractor understands that failure to provide the insurance certificates, endorsements and bonds will cause City to terminate the bid award and award the bid to the next lowest bidder. Bidder has examined copies of all the Contract Documents through and inclusive of the following Bid Addenda (receipt of which is hereby acknowledged): Bid Addenda Number: Date: ----------- Bid Addenda Number: Date: ----------- Bidder has familiarized themselves with the nature and extent of the Contract Documents, the Work, the site together with the surrounding environment and locality, the legal requirements involved (including all applicable federal, state and local laws, ordinances, rules, regulations, codes, etc.) and the conditions affecting costs, progress or performance of the Work and has made such independent investigations as Bidder deems necessary. To all the foregoing said Bidder further agrees to complete the Work required under the Contract Documents within the Contract Time stipulated within the Contract Documents, and to accept in full payment therefore the Contract Price named in the aforementioned Bid Schedule(s). The bid must be signed in the name of the bidder and must bear the signature in longhand of the person duly authorized to sign for the Contractor. Bidder: -----------------------------~ By:------------------------------~ (Signature -Authorized Representative) Title: Dated: ----------------------~ 7 32 NON-COLLUSION DECLARATION TO BE EXECUTEDBY BIDDER AND SUBMITTED WITH BID In accordance with Title 23 United States Code Section 112 and Public Contract Code 7106, the undersigned declares: I am the of , the party making the foregoing bid. The bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation. The bid is genuine and not collusive or sham. The bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid. The bidder has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or to refrain from bidding. The bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder. All statements contained in the bid are true. The bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, to any corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof, to effectuate a collusive or sham bid, and has not paid, and will not pay, any person or entity for such purpose. Any person executing this declaration on behalf of a bidder that is a corporation, partnership, joint venture, limited liability company, limited liability partnership, or any other entity, hereby represents that he or she has full power to execute, and does execute, this declaration on behalf of the bidder. I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on __________ _.date], at city], ----~state]. Name of Bidder Signature of Bidder Address of Bidder ALL SIGNATURES MUST BE WITNESSED BY NOTARY (attach appropriate executed form) 8 33 (THE BIDDER'S EXECUTION ON THE SIGNATURE PORTION OF THIS BID SHALL ALSO CONSTITUTE AN ENDORSEMENT AND EXECUTION OF THOSE CERT/FICA TIONS WHICH ARE A PART OF THIS BID) EQUAL EMPLOYMENT OPPORTUNITY CERTIFICATION The bidder -------------------------- proposed subcontractor hereby certifies that he has _ , has not , participated in a previous contract or subcontract subject to the equal opportunity clauses, as required by Executive Orders 10925, 11114, or 11246, and that, where required, he has filed with the Joint Reporting Committee, the Director of the Office of Federal Contract Compliance, a Federal Government contracting or administering agency, or the former President's Committee on Equal Employment Opportunity, all reports due under the applicable filling requirements. Note: The above certification is required by the Equal Employment Opportunity Regulations of the Secretary of Labor (41 CFR 60-1.7(b) (1)), and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts which are subject to the equal opportunity clause. Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60-1.5. (Generally only contracts or subcontracts of $10,000 or under are exempt.) Currently, Standard Form 100 (EE0-1) is the only report required by the Executive Orders or their implementing regulations. Proposed prime contractors and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60-1. 7 (b) ( 1) prevents the award of contracts and subcontracts unless such contractor submits a report covering the delinquent period or such other period specified by the Federal Highway Administration or by the Director, Office of Federal Contract Compliance, U.S. Department of Labor. 9 34 DEBARMENT AND SUSPENSION CERTIFICATION TITLE 49, CODE OF FEDERAL REGULATIONS, PART 29 The bidder, under penalty of perjury, certifies that, except as noted below, he/she or any other person associated therewith in the capacity of owner, partner, director, officer, and manager: • Is not currently under suspension, debarment, voluntary exclusion, or determination of ineligibility by any federal agency; • Has not been suspended, debarred, voluntarily excluded or determined ineligible by any federal agency within the past 3 years; • Does not have a proposed debarment pending; and • Has not been indicted, convicted, or had a civil judgment rendered against it by a court of competent jurisdiction in any matter involving fraud or official misconduct within the past 3 years. If there are any exceptions to this certification, insert the exceptions in the following space. Exceptions will not necessarily result in denial of award, but will be considered in determining bidder responsibility. For any exception noted above, indicate below to whom it applies, initiating agency, and dates of action. Notes: Providing false information may result in criminal prosecution or administrative sanctions. The above certification is part of the Proposal. Signing this Proposal on the signature portion thereof shall also constitute signature of this Certification. 10 35 NONLOBBYING CERTIFICATION FOR FEDERAL-AID CONTRACTS The prospective participant certifies, by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that: (I) No federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any federal contract, the making of any federal grant, the making of any federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any federal contract, grant, loan, or cooperative agreement. (2) If any funds other than federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form-LLL, "Disclosure of Lobbying Activities," in accordance with its instructions. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for ma~ing or entering into this transaction imposed by Section 1352, Title 31, U.S. Code. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. The prospective participant also agrees by submitting his or her bid or proposal that he or she shall require that the language of this certification be included in all lower tier subcontracts, which exceed $100,000 and that all such sub recipients shall certify and disclose accordingly. 11 36 DISCLOSURE OF LOBBYING ACTIVITIES COMPLETE THIS FORM TO DISCLOSE LOBBYING ACTIVITIES PURSUANT TO 31 U.S.C. 1352 1. Type of Federal Action: 2. Status of Federal Action: 3. Report Type: D a. contract b. grant D a. bid/offer/application b. initial award D a. initial b. material change c. cooperative agreement d. loan e. loan guarantee £ loan insurance 4. Name and Address of Reporting Entity D Prime D Subawardee c. post-award Tier , if known Congressional District, if known 6. Federal Department/Agency: 8. Federal Action Number, if known: 10. a. Name and Address of Lobby Entity (If individual, last name, first name, Ml) For Material Change Only: year__ quarter ___ _ date of last report ___ _ 5. If Reporting Entity in No. 4 is Subawardee, Enter Name and Address of Prime: Congressional District, if known 7. Federal Program Name/Description: CFDA Number, if applicable ________ _ 9. Award Amount, if known: b. Individuals Performing Services (including address if different from No. 1 Oa) (last name, first name, Ml) (attach Continuation Sheet(s) ifnecessary) 11. Amount of Payment (check all that apply) $ D actual planned 12. Form of Payment (check all that apply): B ~ ~~~ind; specify: nature _____ _ value ------ 13. Type of Payment (check all that apply) a. retainer b. one-time fee c. commission d. contingent fee e deferred f. other, specify __________ _ 14. Brief Description of Services Performed or to be performed and Date(s) of Service, including officer(s), employee(s), or member(s) contacted, for Payment Indicated in Item 11: (attach Continuation Sheet(s) if necessary) 15. Continuation Sheet(s) attached: Yes D 16. Information requested through this form is authorized by Title 31 U.S.C. Section 1352. This disclosure oflobbying reliance was placed by the tier above when his transaction was made or entered into. This disclosure is required pursuant to 31 U.S.C. 1352. This information will be reported to Congress semiannually and will be available for public inspection. Any person who fails to file the required disclosure shall be subject to a civil penalty of not less than $I 0,000 and not more than $100,000 for each such failure. Federal Use Only: 12 No D Signature: ----------------- Print Name: ----------------- Title: ------------------- Telephone No.: _________ Date: ____ _ Authorized for Local Reproduction Standard Form -LLL 37 INSTRUCTIONS FOR COMPLETION OF SF-LLL, DISCLOSURE OF LOBBYING ACTIVITIES This disclosure form shall be completed by the reporting entity, whether subawardee or prime federal recipient, at the initiation or receipt of covered federal action or a material change to previous filing pursuant to title 31 U.S.C. Section 1352. The filing of a form is required for such payment or agreement to make payment to lobbying entity for influencing or attempting to influence an officer or employee of any agency, a Member of Congress an officer or employee of Congress or an employee of a Member of Congress in connection with a covered federal action. Attach a continuation sheet for additional information if the space on the form is inadequate. Complete all items that apply for both the initial filing and material change report. Refer to the implementing guidance published by the Office of Management and Budget for additional information. 1. Identify the type of covered federal action for which lobbying activity is and/or has been secured to influence, the outcome of a covered federal action. 2. Identify the status of the covered federal action. 3. Identify the appropriate classification of this report. If this is a follow-up report caused by a material change to the information previously reported, enter the year and quarter in which the change occurred. Enter the date of the last, previously submitted report by this reporting entity for this covered federal action. 4. Enter the full name, address, city, State and zip code of the reporting entity. Include Congressional District if known. Check the appropriate classification of the reporting entity that designates if it is or expects to be a prime or subaward recipient. Identify the tier of the subawardee, e.g., the first subawardee of the prime is the first tier. Subawards include but are not limited to subcontracts, subgrants and contract awards under grants. 5. If the organization filing the report in Item 4 checks "Subawardee" then enter the full name, address, city, State and zip code of the prime federal recipient. Include Congressional District, if known. 6. Enter the name of the federal agency making the award or loan commitment. Include at least one organization level below agency name, if known. For example, Department of Transportation, United States Coast Guard. 7. Enter the federal program name or description for the covered federal action (item 1 ). If known, enter the full Catalog of Federal Domestic Assistance (CFDA) number for grants, cooperative agreements, loans and loan commitments. 8. Enter the most appropriate federal identifying number available for the federal action identification in item 1 (e.g., Request for Proposal (RFP) number, Invitation for Bid (IFB) number, grant announcement number, the contract grant. or loan award number, the application/proposal control number assigned by the federal agency). Include prefixes, e.g., "RFP-DE-90-001." 13 38 9. For a covered federal action where there has been an award or loan commitment by the Federal agency, enter the federal amount of the award/loan commitments for the prime entity identified in item 4 or 5. 10. (a) Enter the full name, address, city, State and zip code of the lobbying entity engaged by the reporting entity identified in item 4 to influence the covered federal action. (b) Enter the full names of the individual(s) performing services and include full address if different from 10 (a). Enter Last Name, First Name and Middle Initial (Ml). 11. Enter the amount of compensation paid or reasonably expected to be paid by the reporting entity (item 4) to the lobbying entity (item 10). Indicate whether the payment has been made (actual) or will be made (planned). Check all boxes that apply. If this is a material change report, enter the cumulative amount of payment made or planned to be made. 12. Check the appropriate box(es). Check all boxes that apply. If payment is made through an in-kind contribution, specify the nature and value of the in-kind payment. 13. Check the appropriate box(es). Check all boxes that apply. If other, specify nature. 14. Provide a specific and detailed description of the services that the lobbyist has performed or will be expected to perform and the date(s) of any services rendered. Include all preparatory and related activity not just time spent in actual contact with federal officials. Identify the federal officer(s) or employee(s) contacted or the officer(s) employee(s) or Member(s) of Congress that were contacted. 15. Check whether or not a continuation sheet(s) is attached. 16. The certifying official shall sign and date the form, print his/her name title and telephone number. Public reporting burden for this collection of information is estimated to average 30 minutes per response, including time for reviewing instruction, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding the burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden, to the Office of Management and-Budget, Paperwork Reduction Project (0348-0046), Washington, D.C. 20503. 14 39 BID BOND (in lieu of certified or cashier's check) TO BE EXECUTED I BY BIDDER AND SUBMITTED WITH BID KNOW ALL PERSONS BY THESE PRESENTS: That we, , as Principal, and , as Surety, acknowledge ourselves jointly and severally bound to the City of Moorpark, the obligee, for ten percent (10%) of the total bid, to be paid to said City if the Proposal shall be accepted and the Principal shall fail to execute the contract tendered by the City within the applicable time specified in the Bid Terms and Conditions, or fails to furnish either the required Faithful Performance or Labor and Material Bonds, or fails to furnish evidence of insurance as required in the Standard Specifications, then this obligation shall become due and payable, and Surety shall pay to obligee, in case suit is brought upon this bond in addition to the bond amount hereof, court costs and a reasonable attorney's fee to be fixed by the court. If the Principal executes the contract and furnishes the required bonds and evidence of insurance as provided in the contract documents, this bond shall be extinguished and released. It is hereby agreed that bid errors shall not constitute a defense to forfeiture. WITNESS our hands this __ day of _________ , 2015. Contractor ---------- By ___________ ~ Title ------------ By ___________ ~ Title ___________ _ Surety __________ _ By ___________ ~ ALL SIGNATURES MUST BE WITNESSED BY NOTARY (attach appropriate executed form) 15 40 STATEMENT OF BIDDER'S QUALIFICATIONS AND REFERENCES TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID The bidder is required to state the bidder's financial ability and a general description of similar work performed. Required Qualifications: Bidders must hold a valid State of California Contractor's license at the time the bid is submitted to the City. For this job the City has determined that the bidding Contractor is required to have an A Contractor's license. Bidder must have satisfactorily completed at least three projects in the last ten years of comparable size and scope of this project. Bidder must also demonstrate experience with the installation of California native plant material. In addition to the three projects required, list at least one project that included native plant material installation. Number of years engaged in business under the present business name: ___ _ Attach additional pages if required to show the necessary experience. The City reserves the right to contact each of the references listed for additional information regarding your firm's qualifications. Praject1 Name/Number ______________________ _ Project Description --"'------------------------- Approximate Construction Dates From: ------To: _____ _ AgencyName: _____________________ __..._ ____ ~ Contact Person: --------------Telephone: _____ _ Address: ----------------------------~ Original Contract Amount: $ ________ Final Contract Amount: $ _____ _ If final amount is different from original amount, please explain (change orders, extra work, etc.) Did you file any claims against the Agency? Circle one: Yes No Did the Agency file any claims against you? Circle one: Yes No If you answered yes to either of the above two questions, please explain and indicate outcome of claims. 16 41 Project Description -------------------------- Approximate Construction Dates From: ------To: ------ AgencyName: ---------------------------~ Contact Person: --------------Telephone: _____ _ Address: -----------------------------~ Original Contract Amount: $ _____ _ Final Contract Amount: $ ______ _ If final amount is different from original amount, please explain (change orders, extra work, etc.) Did you file any claims against the Agency? Circle one: Yes No Did the Agency file any claims against you? Circle one: Yes No If you answered yes to either of the above two questions, please explain and indicate outcome of claims. Project3Name/Number _______________________ ~ Project Description -------------------------- Approximate Construction Dates From: ------To: _____ _ AgencyName: ---------------------------~ Contact Person: ------------Telephone: ________ _ Address: -----------------------------~ Original Contract Amount: $ _____ _ Final Contract Amount: $ ______ _ 17 42 If final amount is different from original amount, please explain (change orders, extra work, etc.) Did you file any claims against the Agency? Circle one: Yes No Did the Agency file any claims against you? Circle one: Yes No If you answered yes to either of the above two questions, please explain and indicate outcome of claims. Project 4 Name/ Number ________________________ _ Project Description --------------------------- Approximate Construction Dates From: ------To: ------ · AgencyName: ----------------------------~ Contact Person: ------------Telephone: ________ _ Address: ------------------------------- Original Contract Amount: $ _____ _ Final Contract Amount: $ ------- If final amount is different from original amount, please explain (change orders, eXtra work, etc.) Did you file any claims against the Agency? Circle one: Yes No Did the Agency file any claims against you? Circle one: Yes No If you answered yes to either of the above two questions, please explain and indicate outcome of claims. 18 43 STATEMENT OF BIDDER'S QUALIFICATIONS AND REFERENCES (Cont'd) STATE OF CALIFORNIA, COUNTY OF------------ 1 am the --------------------------0 f __________________________ ~ the bidder herein. I have read the foregoing statement and know the contents thereof; and I certify that the same is true to my knowledge, except as to those matters which are therein stated upon my information or belief, and as to those matters I believe it to be true. Executed on at , California. -------------------- (date) (place) I declare, under penalty of perjury, that the foregoing is true and correct. Signature of Bidder Title Signature of Bidder Title 19 44 STATEMENT OF BIDDER'S PAST CONTRACT DISQUALIFICATIONS Pursuant to Section 10162 of the Public Contract Code the bidder shall state whether such bidder, any officer or employee of such bidder who has a proprietary interest in such bidder has ever been disqualified, removed, or otherwise prevented from bidding on, or completing a Federal, State, or local government project because of a violation of law or a safety regulation; and if so, explain the circumstances. 1. Do you have any disqualification, removal, etc., as described in the above paragraph to declare? Yes No ------ 2. If Yes, explain the circumstances. Executed on at , California. ------------- I declare, under penalty of perjury, that the foregoing is true and correct. Signature(s) of Authorized Bidder Signature(s) of Authorized Bidder Title Title 20 45 QUESTIONNAIRE REGARDING SUBCONTRACTORS Bidder shall answer the following questions and submit with the proposal. 1. Were bid depository or registry services used in obtaining subcontractor bid figures in order to compute your bid? Yes( ) No ( ) 2. If the answer to No. 1 is "yes", please forward a copy of the rules of each bid depository you used with this questionnaire. 3. Did you have any source of subcontractors' bids other than bid depositories? Yes ( ) No ( ) 4. Has any person or group threatened you with subcontractor boycotts, union boycotts or other sanctions to attempt to convince you to use the services or abide by the rules of one or more bid depositories? Yes ( ) No ( ) 5. If the answer to No. 4 is "yes", please explain the following details: (a) Date: (b) Name of person or group: (c) Job involved (if applicable): (d) Nature of threats: (e) Additional comments: (Use additional paper if necessary) We declare under penalty of perjury that the foregoing is true and correct. Dated this ___ day of _______ , 2015 Name of Company By ____________ ~ Title By ____________ ~ Title 21 46 COMPLIANCE WITH ENVIRONMENTAL, HEAL TH AND SAFETY STANDARDS TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID The Safe Drinking Water and Toxic Enforcement Act of 1986 (Proposition 65) prohibits employers from knowingly discharging or releasing a chemical known to the State of California to cause concern, birth defects or other reproductive harm into water or onto land where such chemical passes or, in all probability, will pass into any source of drinking water. Notwithstanding any provision in this Act exempting Contractor, Contractor hereby agrees to comply with all provisions of the Act relating to the discharge of hazardous chemicals on the job site. Contractor fully agrees that Contractor, Contractor's employees and subcontractors shall not discharge such chemicals on the job site which will result in the discharge of such chemicals, and shall, upon completion of performance of all other duties under this contract, remove all supplies, materials and waste remaining on the job site which if exposed, could result in the discharge bf such chemicals. Contractor shall be financially responsible for compliance with Proposition 65. Contractor shall also comply with state of California anti-smoking laws which, in part, prohibit smoking in the workplace and enclosed areas. Should Contractor, Contractor's employees, or subcontractors or their employees fail to comply, within 24 hours from the time City issues and Contractor receives a written notice of noncompliance or within the time of an abatement period specified by any government agency, whichever period is shorter, City may give notice of default to Contractor, and at the City's option, elect any and all rights or remedies set forth in this agreement. Approved by Contractor:--------------------- Title Date ~----------- 22 47 WORKERS' COMPENSATION INSURANCE CERTIFICATE TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID Sections 1860 and 1861 of the California Labor Code require every contractor to whom a public works contract is awarded to sign and file with the awarding body the following statement: "I am aware of the Provisions of Section 3700 of the Labor Code which requires every employer to be insured against liability for Workers' Compensation or to undertake self- insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract." 23 48 BIDDER'S STATEMENT OF SUBCONTRACTORS TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID Provide a complete list of all Subcontractors who will perform more than 1/2% the value Of the total lump sum bid amount 1. (NOTE: If bidding contractor does not have the appropriate specialty designations as required by these bid documents, than a subcontractor with the appropriate specialty designation must be listed here. Failure to do so may result in the bid being disqualified.) Subcontractor Name: License No: Classification: Subcontractor Address: Subcontractor Phone: Type of Work: Percent Work to be done: Subcontractor Name: License No: Classification: Subcontractor Address: Subcontractor Phone: Type of Work: Percent Work to be done: Subcontractor Name: License No: Classification: Subcontractor Address: Subcontractor Phone: Type of Work: Percent Work to be done: (attach more sheets if necessary) Total Percentage 2 _______ _ Signature(s) of Bidder Date 1 Based on contract price 2 May not exceed 50% of contract price. See Greenbook Section 2-3.2 24 49 AGREEMENT TO COMPLY WITH CALIFORNIA LABOR LAW REQUIREMENTS TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID [Labor Code§§ 1720, 1775, 1776, 1777.5, 1810, 1813, 1860, 1861, 3700] The undersigned Contractor certifies that it is aware of and hereby agrees to fully comply with the following provisions of California law: 1. Contractor acknowledges that this contract is subject to the provisions of Division 2, Part 7, Chapter 1 (commencing with Section 1720) of the California Labor Code relating to public works and the awarding Owner ("Owner") and agrees to be bound by all the provisions thereof as though set forth in full herein. 2. Contractor agrees to comply with the provisions of California Labor Code Sections 1774 and 1775 concerning the payment of prevailing rates of wages to workers and the penalties for failure to pay prevailing wages. Contractor shall, as a penalty to Owner, forfeit not more than fifty dollars ($50) for each calendar day, or portion thereof, for each worker paid less than the prevailing rates as determined by the Director of Industrial Relations for the work or craft in which the worker is employed for any public work done under the contract by Contractor or by any subcontractor. 3. Contractor agrees to comply with the provisions of California Labor Code Section 1776 which require Contractor and each subcontractor to (1) keep accurate payroll records, (2) certify and make such payroll records available for inspection as provided by Section 1776, and (3) inform Owner of the location of the records. Contractor is responsible for compliance with Section 1776 by itself and all of its subcontractors. 4. Contractor agrees to comply with the provisions of California Labor Code Section 1777.5 concerning the employment of apprentices on public works projects, and further agrees that Contractor is responsible for compliance with Section 1777.5 by itself and all of its subcontractors. 5. Contractor acknowledges that eight (8) hours of labor shall constitute a legal day's work for all workmen employed in the execution of this contract, and the Contractor and any subcontractor under him shall comply with and be governed by the laws of the State of California having to do with working hours set forth in Division 2, Part 7, Chapter 1, Article 3 of the Labor Code of the State of California as amended. 6. Contractor agrees to comply with the provisions of California Labor Code Section 1813 concerning penalties for workers who work excess hours. Contractor shall, as a penalty to Owner, forfeit twenty-five dollars ($25) for each worker employed in the execution of the contract by Contractor or by any subcontractor for each calendar day during which such worker is required or permitted to work more than 8 hours in any one calendar day and 40 hours in any one calendar week in violation of the provisions of Division 2, Part 7, Chapter 1, Article 3 of the California Labor Code. 7. California Labor Code Sections 1860 and 3700 provide that every contractor will be required to secure the payment of compensation to its employees. In accordance with the provisions of California Labor Code Section 1861, Contractor hereby certifies as follows: "I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker's compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract." Signature _______________ _ Date ___________ _ Printed Name ______________ _ Company _______________ _ Title -----------------~ 25 50 AGREEMENT BETWEEN THE CITY OF MOORPARK AND ---------'FOR CONSTRUCTION OF THE RECREATIONAL TRAIL PROJECT AT ARROYO VISTA RECREATION CENTER THIS AGREEMENT, is made and effective as of this day of _________ , 2015, between the City of Moorpark, a municipal corporation ("City") and , a ("Contractor''). In consideration of the mutual covenants and conditions set forth herein, the parties agree as follows: WHEREAS, City has the need for construction services related to construction of the Recreational Trail Project; and WHEREAS, Contractor specializes in providing such services and has the proper work experience, certifications, and background to carry out the duties involved; and WHEREAS, the City Council of the City at a meeting held on the __ day of __________ , 201_, authorized the City Manager to enter into this Agreement after public bidding in accordance with California Public Contract Code Section 20160, et seq. NOW, THEREFORE, in consideration of the mutual covenants, benefits, and premises herein stated, the parties hereto agree as follows: 1. TERM The term of the Agreement shall be from the date of execution to completion of the work identified in the Scope of Services and in conformance with Exhibit B, unless this Agreement is terminated or suspended as referred to herein. 2. SCOPE OF SERVICES City does hereby retain Contractor in a contractual capacity to provide construction services related to construction of the Recreational Trail Project at Arroyo Vista Community Park, as set forth in Exhibit __ : Contractor's Bid Proposal, dated __ , which exhibit is attached hereto and incorporated herein by this reference as though set forth in full and hereinafter referred to as the "Proposal" and as set forth in Exhibit __ , which include (i) Standard Specifications; (ii) Special Provisions; (iii) Workers' Compensation Insurance Certificate (Labor Code 1860 and 1861); (iv) Payment and Performance Bonds; and (v) Insurance Certificate for General Liability and Automobile Liability, attached hereto and incorporated herein by this reference as though set forth in full and hereinafter referred to as Exhibit . Where said Scope of Services is modified by this Agreement, or in the event there is a conflict between the provisions of said Scope of Services and this Agreement, the language contained in this Agreement shall take precedence. 26 51 Contractor shall perform the tasks described and set forth in Exhibit __ and Exhibit . Contractor shall complete the tasks according to the schedule of performance which is also set forth in Exhibit. ____ _ Compensation for the services to be performed by Contractor shall be in accordance with Exhibit . Compensation shall not exceed the rates or total value of dollars ($ ) as stated in Exhibit , without a written amendment to the agreement executed by both parties. Payment by City to Contractor shall be as referred to in this Agreement. City and Contractor acknowledge that this project is a public work to which prevailing wages apply, and that a public work project is subject to compliance monitoring and enforcement by the California Department of Industrial Relations (DIR). Contractor agrees to comply with and be bound by all the terms, rules and regulations described in (a) Division 2, Part 7, Chapter 1 (commencing with Section 1720) of the California Labor Code, including without limitation Labor Code Section 1771 and (b) the rules and regulations established by the DIR implementing such statutes, as though set forth in full herein, including any applicable amendments made thereto during the term of this Agreement. For every subcontractor who will perform work on this project, Contracto.r shall be responsible for s_ubcontractor's compliance with (a) and (b), and Contractor shall take all necessary actions to ensure subcontractor's compliance. Labor Code Section 1725.5 requires all contractors and subcontractors to annually register with the DIR before bidding or performing on any public work contract. 3. PERFORMANCE Contractor shall at all times faithfully, competently, and to the best of Contractor's ability, experience, and talent, perform all tasks described herein. Contractor shall employ, at a minimum, generally accepted standards and practices utilized by persons engaged in providing similar services as are required of Contractor hereunder in meeting its obligations under this Agreement. 4. MANAGEMENT The individual directly responsible for Contractor's overall performance of the Agreement provisions herein above set forth and to serve as principal liaison between City and Contractor shall be , and no other individual may be substituted without the prior written approval of the City Manager. The City's contact person in charge of administration of this Agreement, and to serve as principal liaison between Contractor and City, shall be the City Manager or the City Manager's designee. 5. PAYMENT The City agrees to pay Contractor monthly, in accordance with the terms and the schedule of payment as set forth in Exhibit , attached hereto and 27 52 incorporated herein by this reference as though set forth in full, based upon actu_al time spent on the above tasks. This amount shall not exceed dollars ($ for the total term of the Agreement unless additional payment is approved as provided in this Agreement. Contractor shall not be compensated for any services rendered in connection with its performance of this Agreement, unless such additional services and compensation are authorized, in advance, in a written amendment to the agreement executed by both parties. The City Manager, if authorized by City Council, may approve additional work not to exceed ten percent (10%) of the amount of the Agreement. Contractor shall submit invoices monthly for actual services performed. Invoices shall be submitted on or about the first business day of each month, or as soon thereafter as practical, for services provided in the previous month. Payment shall be made within thirty (30) days of receipt of each invoice as to all non-disputed fees. If the City disputes any of Contractor's fees it shall give written notice to Contractor within thirty (30) days of receipt of any disputed fees set forth on the invoice. Contractor shall provide appropriate documentation, as determined by the City, for all reimbursable expenses. 6. TERMINATION OR SUSPENSION WITHOUT CAUSE The City may at any time, for any reason, with or without cause, suspend, or terminate this Agreement, or any portion hereof, by serving upon the Contractor at least ten (10) days prior written notice. Upon receipt of said notice, the Contractor shall immediately cease all work under this Agreement, unless the notice provides otherwise. If the City suspends or terminates a portion of this Agreement such suspension or termination shall not make void or invalidate the remainder of this Agreement. The Contractor may terminate this Agreement only by providing City with written notice no less than thirty (30) days in advance of such termination. In the event of such termination, Contractor shall be compensated for such services up to the date of termination. Such compensation for work in progress shall be prorated as to the percentage of progress completed at the date of termination. If the City Manager or the City Manager's designee determines that the Contractor is in default in the performance of any of the terms or conditions of this Agreement, the City may proceed in the manner set forth in Section 6-4 of the Green book. 7. DEFAULT OF CONTRACTOR The Contractor's failure to comply with the provisions of this Agreement shall constitute a default. In the event that Contractor is in default for cause under the terms of this Agreement, City shall have no obligation or duty to continue compensating Contractor for any work performed after the date of default and can terminate this 28 53 Agreement immediately by written notice to the Contractor. If such failure by the Contractor to make progress in the performance of work hereunder arises out of causes beyond the Contractor's control, and without fault or negligence of the Contractor, it shall not be considered a default. If the City Manager or the City Manager's designee determines that the Contractor is in default in the performance of any of the terms or conditions of this Agreement, he/she shall cause to be served upon the Contractor a written notice of the default. The Contractor shall have five (5) working days after service upon it of said notice in which to cure the default by rendering a satisfactory performance. In the event that the Contractor fails to cure its default within such period of time, the City shall have the right, notwithstanding any other provision of this Agreement, to terminate this Agreement without further notice and without prejudice to any other remedy to which it may be entitled at law, in equity or under this Agreement. 8. LIQUIDATED DAMAGES If the Contractor fails to complete the work, or any portion thereof, within the time period required by this Agreement or as duly extended in writing by the City Manager, Contractor shall forfeit and pay to the City, as liquidated damages, the sum of five hundred dollars ($500) per day for each calendar day the work, or portion thereof, remains uncompleted after the above specified completion date. Liquidated damages shall be deducted from any payments due or to become due to the Contractor under the terms of this Agreement [Government Code Sec. 53069.85]. Progress payments made by the City after the above specified completion date shall not constitute a waiver of liquidated damages by the City. 9. OWNERSHIP OF DOCUMENTS Contractor shall maintain complete and accurate records with respect to sales, costs, expenses, receipts, and other such information required by City that relate to the performance of services under this Agreement. Contractor shall maintain adequate records of services provided in sufficient detail to permit an evaluation of services. All such records shall be maintained in accordance with generally accepted accounting principles and shall be clearly identified and readily accessible. Contractor shall provide free access to the representatives of City or its designees at reasonable times to such books and records; shall give the City the right to examine and audit said books and records; shall permit City to make transcripts therefrom as necessary; and shall allow inspection of all work, data, documents, proceedings, and activities related to this Agreement. Notification of audit shall be provided at least thirty (30) days before any such audit is conducted. Such records, together with supporting documents, shall be maintained for a period of ten (10) years after receipt of final payment. Upon completion of, or in the event of termination or suspension of this Agreement, all original documents, designs, drawings, maps, models, computer files, surveys, notes, and other documents prepared in the course of providing the services to 29 54 be performed pursuant to this Agreement shall become the sole property of the City and may be used, reused, or otherwise disposed of by the City without the permission of the Contractor. With respect to computer files, Contractor shall make available to the City, at the Contractor's office and upon reasonable written request by the City, the necessary computer software and hardware for purposes of accessing, compiling, transferring, and printing computer files. 10. INDEMNIFICATION AND HOLD HARMLESS Contractor shall indemnify, defend with legal counsel approved by City, and hold harmless City, its officers, officials, employees and volunteers from and against all liability, loss, damage, expense, cost (including without limitation reasonable legal counsels' fees, expert fees and all other costs and fees of litigation) of every nature arising out of or in connection with Contractor's negligence, recklessness or willful misconduct in the performance of work hereunder or its failure to comply with any of its obligations contained in this agreement, except such loss or damage which is caused by the sole or active negligence or willful misconduct of the City. Should conflict of interest principles preclude a single legal counsel from representing both City and Contractor, or should City otherwise find Contractor's legal counsel unacceptable, then Contractor shall reimburse the City its costs of defense, including without limitation reasonable legal counsels fees, expert fees and all other costs and fees of litigation. The Contractor shall promptly pay any final judgment rendered against the City (and its officers, officials, employees and volunteers) with respect to claims determined by a trier of fact to have been the result of the Contractor's negligent, reckless or wrongful performance. It is expressly understood and agreed that the foregoing provisions are intended to be as broad and inclusive as is permitted by the law of the state of California and will survive termination of this Agreement. Contractor obligations under this section apply regardless of whether or not such claim, charge, damage, demand, action, proceeding, loss, stop notice, cost, expense, judgment, civil fine or penalty, or liability was caused in part or contributed to by an lndemnitee. However, without affecting the rights of City under any provision of this agreement, Contractor shall not be required to indemnify and hold harmless City for liability attributable to the active negligence of City, provided such active negligence is determined by agreement between the parties or by the findings of a court of competent jurisdiction. In instances where City is shown to have been actively negligent and where City active negligence accounts for only a percentage of the liability involved, the obligation of Contractor will be for that entire portion or percentage of liability not attributable to the active negligence of City. Contractor agrees to obtain executed indemnity agreements with prov1s1ons identical to those set forth here in this Section from each and every subcontractor or any other person or entity involved by, for, with, or on behalf of Contractor in the 30 55 performance of this Agreement. In the event Contractor fails to obtain such indemnity obligations from others as required here, Contractor agrees to be fully responsible according to the terms of this Section. Failure of City to monitor compliance with these requirements imposes no additional obligations on City and will in no way act as a waiver of any rights hereunder. This obligation to indemnify and defend City as set forth here is binding on the successors, assigns, or heirs of Contractor and shall survive the termination of this Agreement or Section. This Indemnity shall survive termination of the Agreement or Final Payment hereunder. This Indemnity is in addition to any other rights or remedies that the lndemnitees may have under the law or under any other Contract Documents or Agreements. In the event of any claim or demand made against any party which is entitled to be indemnified hereunder, City may, in its sole discretion, reserve, retain, or apply any monies to the Contractor under this Agreement for the purpose of resolving such claims; provided, however, City may release such funds if the Contractor provides City with reasonable assurance of protection of the lndemnitees' interests. City shall, in its sole discretion, determine whether such assurances are reasonable. 11. INSURANCE Contractor shall maintain prior to the beginning of and for the duration of this Agreement insurance coverage as specified in Exhibit A, attached hereto and incorporated herein by this reference as though set forth in full. 12. INDEPENDENT CONTRACTOR Contractor is and shall at all times remain as to the City a wholly independent Contractor. The personnel performing the services under this Agreement on behalf of Contractor shall at all times be under Contractor's exclusive direction and control. Neither City nor any of its officers, employees, or agents shall have control over the conduct of Contractor or any of Contractor's officers, employees, or agents, except as set forth in this Agreement. Contractor shall not at any time or in any manner represent that it or any of its officers, employees, or agents are in any manner officers, employees, or agents of the City. Contractor shall not incur or have the power to incur any debt, obligation, or liability against City, or bind City in any manner. No employee benefits shall be available to Contractor in connection with the performance of this Agreement. Except for the fees paid to Contractor as provided in the Agreement, City shall not pay salaries, wages, or other compensation to Contractor for performing services hereunder for City. City shall not be liable for compensation or indemnification to Contractor for injury or sickness arising out of performing services hereunder. 31 56 13. LEGAL RESPONSIBILITIES The Contractor shall keep itself informed of local, state, and federal laws and regulations which in any manner affect those employed by it or in any way affect the performance of its service pursuant to this Agreement. The Contractor shall at all times observe and comply with all such laws and regulations, including but not limited to the Americans with Disabilities Act and Occupational Health and Safety Administration laws and regulations. The City, and its officers and employees, shall not be liable at law or in equity occasioned by failure of the Contractor to comply with this Section. 14. ANTI DISCRIMINATION Neither the Contractor, nor any subcontractor under the Contractor, shall discriminate in employment of persons upon the work because of race, religious creed, color, national origin, ancestry, physical handicap, medical condition, marital status, or gender of such person, except as provided in Section 12940 of the Government Code. The Contractor shall have responsibility for compliance with this Section [Labor Code Section 1735). 15. UNDUE INFLUENCE Contractor declares and warrants that no undue influence or pressure is used against or in concert with any officer or employee of the City in connection with the award, terms, or implementation of this Agreement, including any method of coercion, confidential financial arrangement, or financial inducement. No officer or employee of the City will receive compensation, directly or indirectly from Contractor, or any officer, employee, or agent of Contractor, in connection with the award of this Agreement or any work to be conducted as a result of this Agreement. Violation of this Section shall be a material breach of this Agreement entitling the City to any and all remedies at law or in equity. 16. NO BENEFIT TO ARISE TO LOCAL EMPLOYEES No member, officer, or employee of the City, or their designees or agents, and no public official who exercises authority over or responsibilities with respect to the Project during his/her tenure or for one (1) year thereafter, shall have any interest, direct or indirect, in any agreement or sub-agreement, or the proceeds thereof, for work to be performed in connection with the Project performed under this Agreement. 17. CONFLICT OF INTEREST Contractor covenants that neither they nor any officer or principal of their firm have any interests, nor shall they acquire any interest, directly or indirectly, which will conflict in any manner or degree with the performance of their services hereunder. Contractor further covenants that in the performance of this Agreement, they shall 32 57 employ no person having such interest as an officer, employee, agent, or subcontractor. Contractor further covenants that Contractor has not contracted with nor is performing any services directly or indirectly, with the developer(s) and/or property owner(s) and/or firm(s) and/or partnership(s) . and/or public agency(ies) owning property and/or processing an entitlement application for property in the City or its Area of Interest, now or within the past one (1) year, and further covenants and agrees that Contractor and/or its subcontractors shall provide no service or enter into any contract with any developer(s) and/or property owner(s) and/or firm(s) and/or partnership(s) and/or public agency(ies) owning property and/or processing an entitlement application for property in the City or its Area of Interest, while under contract with the City and for a one (1) year time period following termination of this Agreement. 18. NOTICE Any notice to be given pursuant to this Agreement shall be in writing, and all such notices and any other document to be delivered shall be delivered by personal service or by deposit in the United States mail, certified or registered, return receipt requested, with postage prepaid, and addressed to the party for whom intended as follows: To: City Manager City of Moorpark 799 Moorpark Avenue Moorpark, California 93021 To: Company Attention Address City State Zip Either party may, from time to time, by written notice to the other, designate a different address or contact person, which shall be substituted for the one above specified. Notices, payments and other documents shall be deemed delivered upon receipt by personal service or as of the third (3rd) day after deposit in the United States mail. 19. CHANGE IN NAME Should a change be contemplated in the name or nature of the Contractor's legal entity, the Contractor shall first notify the City in order that proper steps may be taken to have the change reflected in the Agreement documents. 20. ASSIGNMENT Contractor shall not assign this Agreement or any of the · rights, duties, or obligations hereunder. It is understood and acknowledged by the parties that Contractor is uniquely qualified to perform the services provided for in this Agreement. 33 58 21. LICENSES At all times during the term of this Agreement, Contractor shall have in full force and effect, all licenses required of it by law for the performance of the services in this Agreement. 22. VENUE AND GOVERNING LAW This Agreement is made, entered into, and executed in Ventura County, California, and any action filed in any court or for arbitration for the interpretation, enforcement or other action of the terms, conditions, or covenants referred to herein shall be filed in the applicable court in Ventura County, California. The City and Contractor understand and agree that the laws of the state of California shall govern the rights, obligations, duties, and liabilities of the parties to this Agreement and also govern the interpretation of this Agreement. 23. ENTIRE AGREEMENT This Agreement contains the entire understanding between the parties relating to the obligations of the parties described in this Agreement. All prior or contemporaneous agreements, understandings, representations, and statements, oral or written, are merged into this Agreement and shall be of no further force or effect. Each party is entering into this Agreement based solely upon the representations set forth herein and upon each party's own independent investigation of any and all facts such party deems material. 24. CAPTIONS OR HEADINGS The captions and headings of the various Articles, Paragraphs, Sections, and Exhibits of this Agreement are for convenience and identification only and shall not be deemed to limit or define the content of the respective Articles, Paragraphs, Sections, and Exhibits hereof. 25. AMENDMENTS Any amendment, modification, or variation from the terms of this Agreement shall be in writing and shall be effective only upon approval by both parties to this Agreement. 26. TIME OF COMPLETION City and Contractor agree that time is of the essence in this Agreement. City and Contractor further agree that Contractor's failure to perform on or at the times set forth in this Agreement will damage and injure City, but the extent of such damage and injury is difficult or speculative to ascertain. Consequently, City and Contractor agree that any failure to perform by Contractor at or within the times set forth herein shall result in 34 59 liquidated damages as defined in this Agreement for each and every day such performance is late. City and Contractor agree that such sum is reasonable and fair. Furthermore, City and Contractor agree that this Agreement is subject to Government Code Section 53069.85 and that each party hereto is familiar with and understands the obligations of said Section of the Government Code. 27. PRECEDENCE Contractor is bound by the contents of City's Bid Package and Proposal, Exhibit attached hereto and incorporated herein by this reference as though set forth in full. In the event of conflict, the requirements of the City's Bid Package and this Agreement shall take precedence over those contained in the Proposal. · 28. INTERPRETATION OF AGREEMENT Should interpretation of this Agreement, or any portion thereof, be necessary, it is deemed that this Agreement was prepared by the parties jointly and equally, and shall not be interpreted against either party on the ground that the party prepared the Agreement or caused it to be prepared. 29. WAIVER No waiver of any prov1s1on of this Agreement shall be deemed, or shall constitute, a waiver of any other provision, whether or not similar, nor shall any such waiver constitute a continuing or subsequent waiver of the same provision. No waiver shall be binding unless executed in writing by the party making the waiver. 30. AUTHORITY TO EXECUTE The person or persons executing this Agreement on behalf of the Contractor warrants and represents that he/she has the authority to execute this Agreement on behalf of the Contractor and has the authority to bind Contractor to the performance of obligations hereunder. IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed the day and year first above written. CITY OF MOORPARK By: ~----------- By: ___________ _ Steven Kueny, City Manager Title: Attest: Maureen Benson, City Clerk 35 60 EXHIBIT A INSURANCE REQUIREMENTS Prior to the beginning of and throughout the duration of the Work, Contractor will maintain insurance in conformance with the requirements set forth below. Contractor will use existing coverage to comply with these requirements. If that existing coverage does not meet the requirements set forth here, it will be amended to do so. Contractor acknowledges that the insurance coverage and policy limits set forth in this section constitute the minimum amount of coverage required. Any insurance proceeds available to City in excess of the limits and coverage required in this Agreement and which is applicable to a given loss, will be available to the City. Contractor shall provide the following types and amounts of insurance: 1. Commercial General Liability Commercial General Liability Insurance shall be provided by an Insurance Services Office "Commercial General Liability" policy form CG 00 01 or the exact equivalent. Defense costs must be paid in addition to limits. There shall be no cross liability exclusion for claims or suits by one insured against another. Limits shall be no less than $1,000,000 per occurrence for all covered losses and no less than $2,000,000 general aggregate. Contractor's policy shall contain no endorsements limiting coverage beyond the basic policy coverage grant for any of the following: a. Explosion, collapse or underground hazard (XCU) b. Products and completed operations c. Pollution liability d. Contractual liability Coverage shall be applicable to City for injury to employees of contractors, subcontractors, or others involved in the project. Policy shall be endorsed to provide a separate limit applicable to this project. 2. Workers' Compensation Workers' Compensation insurance shall be provided on a state-approved policy form providing statutory benefits as required by law with employers' liability limits no less than $1,000,000 per accident for all covered losses. 36 61 3. Business Auto Coverage Business Auto Coverage on ISO Business Auto Coverage form CA 00 01 06 92 including symbol 1 (Any Auto) or the exact equivalent shall be provided. Limits shall be no less than $1,000,000 per accident, combined single limit. If Contractor owns no vehicles, this requirement may be satisfied by a non-owned auto endorsement to the general liability policy described above. If Contractor or Contractor's employees will use personal autos in any way on this project, Contractor shall provide evidence of personal auto liability coverage for each such person. 4. Excess or Umbrella Liability Excess or Umbrella Liability insurance (Over Primary) if used to meet limit requirements, shall provide coverage at least as broad as specified for the underlying coverages. Coverage shall be provided on a "pay on behalf' basis, with defense costs payable in addition to policy limits. There shall be no cross liability exclusion precluding coverage for claims or suits by one insured against another. Coverage shall be applicable to City for injury to employees of contractor, subcontractors, or others involved in the Work. The scope of coverage provided is subject to the approval of city following receipt of proof of insurance as required herein. Limits are subject to review. Insurance procured pursuant to these requirements shall be written by insurers that are admitted carriers in the state of California and with A.M. Best rating of A-or better and a minimum financial size of VII. Contractor and City agrees as follows: 1. Contractor agrees to endorse the third party general liability coverage required herein to include as additional insureds City, its officials, employees, agents, using standard ISO endorsement No. CG 2010 with an edition date of 2004. Contractor also agrees to require all contractors, subcontractors, and any one else involved in any way with the project contemplated by this Agreement to do likewise. 2. Any waiver of subrogation express or implied on the part of the City to any party involved in this Agreement or related documents applies only to the extent of insurance proceeds actually paid. City, having required that it be named as an additional insured to all insurance coverage required herein, expressly retains the right to subrogate against any party for sums not paid by insurance. For its part, Contractor agrees to waive subrogation rights against City regardless of the applicability of any insurance proceeds, and to require all contractors, subcontractors, or others involved in any way with the project contemplated by this Agreement to do likewise. 37 62 3. All insurance coverage maintained or procured by Contractor or required of others by Contractor pursuant to this Agreement shall be endorsed to delete the subrogation condition as to the city, or to specifically allow Contractor or others providing insurance herein to waive subrogation prior to a loss. This endorsement shall be obtained regardless of existing policy wording that may appear to allow such waivers. 4. It is agreed by Contractor and City that insurance provided pursuant to these requirements is not intended by any party to be limited to providing coverage for the vicarious liability of City, or to the supervisory role, if any, of City. All insurance coverage provided pursuant to this or any other Agreement (express or implied) in any way relating to City is intended to apply to the full extent of the policies involved. Nothing referred to here or contained in any agreement involving City in relation to the project contemplated by this Agreement is intended to be construed to limit the application of insurance coverage in any way. 5. None of the coverages required herein will be in compliance with these requirements if they include any limiting endorsement of any kind that has not been first submitted to City and approved of in writing. 6. All coverage types and limits required are subject to approval, modification, and additional requirements by the City, as the need arises. Contractor shall not make any reductions in scope of coverage (e.g. elimination of contractual liability or reduction of discover period) that may affect City's protection without City's prior written consent. 7. Proof of compliance with these insurance requirements, consisting of binders of coverage, or endorsements,· or certificates of insurance, shall be delivered to City at or prior to the execution of this Agreement. In the event such proof of insurance is not delivered as required, or in the event such insurance is canceled or reduced at any time and no replacement coverage is provided, City has the right, but not the duty, to obtain any insurance it deems necessary to protect its interests under this or any other Agreement and to pay the premium. Any premium so paid by City shall be charged to and promptly paid by Contractor or deducted from sums due Contractor, at City option. 8. Contractor agrees to endorse, and to required others to endorse, the insurance provided pursuant to these requir~ments, to require 30 days notice to City and the appropriate tender prior to cancellation or reduction of such liability coverage and notice of any material alteration or non-renewal of any such coverage, and to require contractors, subcontractors, and any other party in any way involved with the project contemplated by this Agreement to do likewise. 9. It is acknowledged by the parties of this Agreement that all insurance coverage required to be provided by Contractor or any subcontractor, and any other party 38 63 involved with the project who is brought onto or involved in the project by Contractor, is intended to apply first and on a primary non-contributing basis in relation to any other insurance or self-insurance available to the City. 10. Contractor agrees to ensure that subcontractors, and any other party involved with the project who is brought onto or involved in the project by Contractor, provide the same minimum insurance coverage required of Contractor. Contractor agrees to monitor and review all such coverage and assumes all responsibility for ensuring that such coverage is provided in conformity with the requirements of this Agreement. Contractor agrees that upon request, all agreements with subcontractors and others engaged in this project will be submitted to City for review. 11. Contractor agrees that all layers of third party liability coverage required herein, primary, umbrella and excess, will have the same starting and expiration date. Contractor agrees further that all other third party coverages required herein will likewise have concurrent starting and ending dates. 12. Contractor agrees not to self-insure or to use any self-insured retentions or deductibles on any portion of the insurance required herein and further agrees that it will not allow any contractor, subcontractor, architect, engineer, or other entity or person in any way involved in the performance of Work on the project contemplated by this Agreement to self-insure its obligations to City. If Contractor's existing coverage includes a deductible or self-insured retention, the deductible or self-insured retention must be declared to the City. At that time the City shall review options with the Contractor, which may include reduction or elimination of the deductible or self-insured retention, substitution of other coverage, or other solutions. 13. The City reserves the right at any time during the term of this Agreement to change the amounts and types of insurance required by giving the Contractor 90 days advance written notice of such change. If such change results in substantial additional cost to the Contractor, the City will negotiate additional compensation proportional to the increased benefit to City. 14. For purposes of applying insurance coverage only, all contracts pertaining to the project will be deemed to be executed when finalized and any activity commences in furtherance of performance under this Agreement. 15. Contractor acknowledges and agrees that any actual or alleged failure on the part of City to inform Contractor of non-compliance with any insurance requirement in no way imposes any additional obligations on City nor does it waive any rights hereunder in this or any other regard. 16. Contractor will renew the required coverage annually as long as City, or its employees or agents face an exposure from operations of any type pursuance to 39 64 this Agreement. This obligation applies whether or not the Agreement is canceled or terminated for any reason. The insurance shall include but not be limited to products and completed operations and discontinued operations, where applicable. Termination of this obligation is not effective until City executes a written statement to that effect. 17. Contractor agrees to waive its statutory immunity under any workers' compensation statute or similar statute, in relation to the City, and to require all subcontractors and any other person or entity involved in the project contemplated by this Agreement to do likewise. 18. Requirements of specific coverage features are not intended as limitations on other requirements or as a waiver of any coverage normally provided by any given policy. Specific reference to a given coverage feature is for purposes of clarification only as it pertains to a given issue, and is not intended by any party or insured to be all-inclusive. 19. Any provision in any of the construction documents dealing with the insurance coverage provided pursuant to these requirements, is subordinate to and superseded by the requirements contained herein. These insurance requirements are intended to be separate and distinct from any other provision in this Agreement and are intended by the parties to be interpreted as such. 20. All liability coverage provided according to these requirements must be endorsed to provide a separate aggregate limit for the project that is the subject of this Agreement and evidencing products and completed operations coverage for not less than two years after issuance of a final certificate of occupancy by all appropriate government agencies or acceptance of the completed work by City. 21 . Contractor agrees to be responsible for ensuring that no contract used by any party involved in any way with the project reserves the right to charge City or Contractor for the cost of additional insurance coverage required by this Agreement. Any such provisions are to be deleted with reference to City. It is not the intent of City to reimburse any third party for the cost of complying with these requirements. There shall be no recourse against City for payment of premiums or other amounts with respect thereto. 22. Contractor agrees to obtain and provide to City a copy of Professional Liability coverage for Architects or Engineers on this project through Contractor. City shall determine the liability limit. 40 65 BOND FOR FAITHFUL PERFORMANCE KNOW ALL PERSONS BY THESE PRESENTS: That we, hereinafter referred to as "Contractor" as principal, and hereinafter referred to as "Surety," are held and firmly bound unto the City of Moorpark, California, hereinafter referred to as "City", or "Obligee" in the sum of Dollars($ ), lawful money of the United States of America, for the payment of which sum well and truly to be made, we bind ourselves, jointly and severally, firmly by these presents. The condition of the foregoing obligation is such that: WHEREAS, said Contractor has been awarded and is about to enter into a Contract with the City of Moorpark, California, for construction of the recreational trail project at Arroyo Vista Community Park, and is required by said City to give this bond in connection with the execution of said Contract. NOW, THEREFORE, if said Contractor shall well and truly do and perform all the covenants and obligations of said Contract to be done and performed at the time and in the manner specified herein, then this obligation shall be null and void one year after date of recordation of Notice of Completion by City of the completed work; otherwise it shall be and remain in full force and effect, and Surety shall cause the Contract to be fully performed or to pay to obligee the cost of performing said Contract in an amount not exceeding the said sum above specified, and shall also, in case suit is brought upon this bond, pay to obligee court costs and a reasonable attorney's fee, to be fixed by the court. IT IS FURTHER PROVIDED, that any alterations in the work to be done or the material to be furnished shall not in any way release the Contractor or the Surety thereunder, nor shall any extensions of time granted under the provisions of the Contract release either the Contractor or the Surety; and notice of such alterations or extensions of the Contract is hereby waived by the Surety. SURETY -Contact Information BROKER -Contact Information Attn: ______________ _ Attn: ____________ _ Address: ____________ _ Address: ___________ _ City State Zip ___________ _ City State Zip _________ _ Phone#: ____________ _ Phone# ------------ [signatures on next page] 41 66 BOND FOR FAITHFUL PERFORMANCE - (continued) WITNESS our hands this ___ day of ___________ , 2015 Contractor By __________ _ Title ------------- By __________ _ Title ------------- Surety By __________ _ ALL SIGNATURES MUSTBE WITNESSED· BY NOTARY (attach appropriate executed form) 42 67 BOND FOR MATERIAL SUPPLIERS AND LABORERS KNOW ALL PERSONS BY THESE PRESENTS: That we, hereinafter referred to as "Contractor" as principal, and hereinafter referred to as "Surety," are held and firmly bound unto the CITY OF MOORPARK, CALIFORNIA, hereinafter referred to as "City " in the sum of ------------·-------Dollars($ ), lawful money of the United States of America, for the payment of which sum well and truly to be made, we bind ourselves, jointly and severally, firmly by these presents. The condition of the foregoing obligation is such that: WHEREAS, said Contractor has been awarded and is about to enter into a Contract for the construction of the recreational trail project at Arroyo Vista Community Park and is required by City to give this bond in connection with the execution of said Contract. NOW, THEREFORE, if the said principal as Contractor in said Contract or subcontractors fails to pay for any subcontractors, materials, provisions, or its other supplies, or items, used in, upon, for or about the performance of the work contracted to be done, or for any work or labor thereon of any kind, or for amounts due under the Unemployment Insurance Code with respect to such work or labor, said Surety will pay for the same in an amount not exceeding the sum specified above, and also, in case suit is brought upon this bond, a reasonable attorney's fee to be fixed by the court. This bond shall inure to the benefit of any and all persons named in Section 9100 of the Civil Code of the State of California. This bond shall remain in full force and effect through the term of the Agreement and beyond as set forth herein. The Contractor may cause the Bond to be exonerated one ( 1) year after the date of recordation of the Notice of Completion by the City and only with the City 's written permission. However, Bond shall not be exonerated if claims or stop notices remain outstanding. IT IS FURTHER PROVIDED, that any alterations in the work to be done or the material to be furnished, which may be made pursuant to the terms of said Contract shall not in any way release either the Contractor or the Surety thereunder, nor shall any extensions of time granted under the provisions of said Contract release either the Contractor or the Surety; and notice of such alterations or extensions of the Contract is hereby waived by the Surety. 43 68 BOND FOR MATERIAL SUPPLIERS AND LABORERS - (continued) SURETY -Contact Information BROKER -Contact Information Attn: _____________ _ Address: ____________ _ Address: ___________ _ City State Zip __________ _ City State Zip _________ _ Phone#: ____________ _ Phone# ___________ _ WITNESS our hands this ___ day of ___________ , 2015 Contractor By __________ _ Title -------------- By __________ _ Title -------------- Surety By ___________ _ ALL SIGNATURES MUST BE WITNESSED BY NOTARY (attach appropriate executed form) 44 69 GENERAL CONDITIONS TO THE CONTRACT FOR CONSTRUCTION The General Conditions may be supplemented or amended by the Special Conditions in the Contract Documents and other sections of the Project Manual. All provisions which are not so amended or supplemented remain in full force and effect. Except as hereinafter provided, the provisions of the latest edition of the Standard Specifications for Public Works Construction (SSPWC), and all supplements thereto, prepared and promulgated by the Greenbook Committee of Public Works Standards Inc., formerly the Southern California Chapter of the American Public Works Association and the Associated General Contractors of America, and the following modifications thereto are established as the Standard Specifications for the City. They will be referred to in the General Conditions and contract documents as the "Greenbook". These specifications will prevail as the basic Standard Specifications for this project except as otherwise specifically noted in the General Conditions when reference is made to the State Standard Specifications. Contractor agrees that if there is a conflict between the documents, or a conflict, repetition, or ambiguity within any of the documents, the City shall be the sole person to decide which document or provision shall govern, to the interest of the City. The City will make the final decisions based on the recommendations of the City's designated Project Representative. Jeremy Laurentowski, Parks and Recreation Director is the City's project representative assigned to this project and will act as directed by and under the supervision of the City Manager. In the attached, "City," and "Owner" shall refer to the City of Moorpark, California. ARTICLE 1 GENERAL CONDITIONS 1.1 BASIC DEFINITIONS 1.1.1 The Contract represents the entire and integrated Agreement between the parties hereto and supersedes prior negotiations, representations or agreements, either written or oral. The Contract shall not be construed to create a contractual relationship of any kind (1) between the City .and a Subcontractor or supplier or (2) between any persons or entities other than the City and Contractor. 1.1.2 The term "work" means the construction and services required by the Contract Documents, whether completed or partially completed, and includes all other labor, materials, equipment and services provided or to be provided by the Contractor to fulfill the Contractor's obligations. The work may constitute the whole or part of the project. 45 70 1.1.3 The "project" is the total construction of the work performed under the Contract Documents and may be the whole or a part which may include construction by other Contractors and by the City's own forces including persons or entities under separate contracts not administered by the City . 1.1.4 The "drawings" are the graphic and pictorial portions of the Contract, wherever located and whenever issued, showing the design, location and dimensions of the work, generally including plans, elevations, sections, details, schedules, and diagrams. 1.1.5 The "specifications" are that portion of the Contract consisting of the written requirements for materials, equipment, construction systems, standards and workmanship for the work, and performance of related services. 1.1.6 The Project Manual is the volume assembled for the work which includes without limitation, the bidding requirements and documents, the proposal, sample forms, the contract and conditions of the Contract. 1.1.6.1 The drawings, specifications, project manual, contract and all incorporations by reference comprise the contract documents. 1.2 EXECUTION, CORRELATION AND INTENT 1.2.1 The Contract Documents shall be signed by the City and Contractor as provided in the Contract. 1.2.2 Execution of the Contract by the Contractor is a representation that the Contractor has visited the site, become familiar with local conditions under which the work is to be performed and correlated personal observations with requirements of the Contract and agrees to all terms and conditions of the contract documents. 1.2.3 The intent of the Contract Documents is to include all items necessary for the proper execution and completion of the work by the Contractor. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS REQUIRED BY ONE SHALL BE BINDING AS IF REQUIRED BY ALL. 1.2.4 Organization of the specifications into divisions, sections and articles, and arrangements of drawings shall not control the Contractor in dividing the work among Subcontractors or in establishing the extent of work to be performed by any trade. 1.2.5 Unless otherwise stated in the Contract, words which have well-known technical or construction industry meanings are used in the Contract in accordance with such recognized meanings. 1.3 CAPITALIZATION 1.3.1 Terms capitalized in these General Conditions include those which are (1) 46 71 specifically defined and (2) the titles of numbered articles and identified references to Paragraphs, Sub-paragraphs and Clauses in this document. 1.4 INTERPRETATION 1.4.1 In the interest of brevity the Contract frequently omits modifying words such as "all" and "any" and articles such as "the" and "an," but the fact that a modifier or an article is absent from one statement and appears in another is not intended to affect the interpretation of either statement. 1.5 PRECEDENCE 1.5.1 Precedence shall be as outlined in the latest edition of the Standar~ Specifications for Public Works Construction (The "Greenbook"). ARTICLE 2 OWNER 2.1 DEFINITION 2.1.1 The City is the person or entity identified as such in the Contract and is referred to throughout the Contract as if singular in number. The terms "City " and "Owner" mean the City of Moorpark, and it is the owner. 2.1.2 The City upon reasonable written request shall furnish to the Contractor, in writing, information which is necessary and relevant for the Contractor to evaluate, give notice or enforce claim rights. 2.2 INFORMATION AND SERVICES REQUIRED BY THE CITY 2.2.1 Information or services under the City 's control shall be furnished by the City with reasonable promptness to avoid delay in orderly progress of the work. 2.2.2 As necessary, the City shall forward all communications to the Contractor through electronic mail, fax and/or first class mail, personal delivery, or overnight delivery service. 2.3 CITY 'S RIGHT TO STOP THE WORK 2.3.1 If the Contractor fails to correct work which is not in accordance with the requirements of the Contract, in the required time frames, or persistently fails to carry out work in accordance with the Contract, the City, by written order signed personally or by an agent specifically so empowered by the City in writing, may order the Contractor to stop the work, or any portion thereof, until the cause for such order has been eliminated; however, the right of the City to stop the work shall not give rise to a duty on 47 72 the part of the City to exercise this right for the benefit of the Contractor or any other person or entity. These remedies are supplemental to remedies found elsewhere in the Contract. 2.4 CITY'S RIGHT TO CARRY OUT THE WORK 2.4.1 Notwithstanding other remedies available to the City, if the Contractor defaults or neglects to carry out the work in accordance with the Contract and fails within a ten calendar day period after receipt of written notice from the City to commence and correct such default or neglect with diligence and promptness, the City, at its sole option and without obligation, may, with their own or outside forces, correct such deficiencies. In such case a deduction shall be made by the City from payments then, or thereafter, due to the Contractor for the cost of correcting such deficiencies, including compensation for the City's additional services and expenses made necessary by such default, neglect, or failure. If payments then or thereafter due the Contractor are not sufficient to cover such amounts, the Contractor shall pay the difference to the City. This remedy is cumulative. The City may terminate pursuant to Section 6 of the contract. ARTICLE 3 CONTRACTOR 3.1 DEFINITION 3.1.1 The Contractor is the person or entity identified as such in the Contract and is referred to throughout this Contract as if singular in number. The term "Contractor" means the Contractor or the Contractor's authorized representative. 3.1.2 The plural term "Contractors" refers to persons or entities who perform construction under conditions of the Contract that are administered by the City, and that are identical or substantially similar to these conditions. 3.2 REVIEW OF CONTRACT DOCUMENTS AND FIELD CONDITIONS BY CONTRACTOR 3.2.1 In addition to other investigations required by the contract documents, the Contractor shall take field measurements and verify field conditions and shall carefully compare such field measurements and conditions and other information known to the Contractor with the Contract before commencing activities. Errors, inconsistencies or omissions discovered shall be reported to City Staff at once. 3.2.2 The Contractor shall perform the work in accordance with the Contract. 3.3 SUPERVISION AND CONSTRUCTION PROCEDURES 3.3.1 The Contractor shall supervise and direct the work, using the Contractor's best 48 73 skill and attention. The Contractor shall be solely responsible for and have control over construction means, methods, techniques, sequences and procedures, and all safety requirements for coordinating all portions of work under this Contract, subject to overall coordination of the Construction, and subject to overall coordination by City Staff as provided in Subparagraphs 4.2.3. 3.3.2 The Contractor shall be responsible to the City for acts and omissions of the Contractor's employees, Subcontractors and their agents and employees, and other persons performing portions of the work under a contract with the Contractor. 3.3.3 The Contractor shall not be relieved of obligations to perform the work in accordance with the Contract either by activities or duties of City Staff in the administration of the Contract, or by tests, inspections or approvals required or performed by persons other than the Contractor. 3.3.4 The Contractor shall inspect portions of the project related to the Contractor's work in order to determine that such portions are in proper condition to receive subsequent work. 3.4 LABOR AND MATERIALS 3.4.1 Unless otherwise provided in the Contract, the Contractor shall provide and pay for labor, materials, equipment, tools, construction equipment and machinery, water, heat, · utilities, transportation and other facilities and services necessary for proper execution and completion of the work, whether temporary or permanent and whether or not incorporated or to be incorporated in the work. 3.5 PREVAILING WAGE, PAYROLL RECORDS AND DEBARMENT 3.5.1 The Contractor is aware of the requirements of California Labor Code sections 1720 et seq. and 1770 et seq., as well as California Code of Regulations, Title 8, section 16000 et seq. ("Prevailing Wage Laws"), which require the payment of prevailing wage rates and the performance of other requirements on certain "public works" and "maintenance" projects. Since this Project involves an applicable "public works" or "maintenance" project, as defined by the Prevailing Wage Laws, and since the total compensation is $1,000 or more, Contractor agrees to fully comply with such Prevailing Wage Laws. The Contractor shall obtain a copy of the prevailing rates of per diem wages at the commencement of this Agreement from the website of the Division of Labor Statistics and Research of the Department of Industrial Relations located at www.dir.ca.gov/dlsr/. Contractor shall make copies of the prevailing rates of per diem wages for each craft, classification or type of worker needed to perform work on the Project available to interested parties upon request, and shall post copies at the Contractor's principal place of business and at the Project site. Contractor shall defend, indemnify and hold the City of Moorpark, its elected officials, officers, employees and agents free and harmless from any claims, liabilities, costs, penalties or interest arising out of any failure or alleged failure to comply with the Prevailing Wage Laws. 49 74 3.5.2 The Contractor and each subcontractor shall forfeit as a penalty to the City of Moorpark not more than fifty dollars ($50) for each calendar day, or portion thereof, for each worker paid less than the stipulated prevailing wage rate for any work done by him, or by any subcontract under him, in violation of the provisions of the California Labor Code. The difference between such stipulated prevailing wage rate and the amount paid to each worker for each calendar day or portion thereof for which each worker was paid less than the stipulated prevailing wage rate shall be paid to each worker by the Contractor. 3.5.3 As a further material part of this Contract, Contractor agrees to hold harmless and indemnify the City, its Board and each member of the Board, its officers, employees and agents from any and all claims, liability, loss, costs, damages, expenses, fines and penalties, of whatever kind or nature, including all costs of defense and attorneys' fees, arising from any alleged failure of Contractor or its subcontractors to comply with the prevailing wage laws of the State of California. If the City or any of the indemnified parties are named as a party in any dispute arising from the failure of Contractor or its subcontractors to pay prevailing wages, Contractor agrees that the City and the other indemnified parties may appoint their own independent counsel, and Contractor agrees to pay all attorneys' fees and defense costs of the City and the other indemnified parties as billed, in addition to all other damages, fines, penalties and losses incurred by the City and the other indemnified parties as a result of the action. 3.5.4 Accurate payroll records shall be kept by the contractor and each subcontractor, showing the name, address, social security number, work classification, straight time and overtime hours worked each day and week, and the actual per diem wages paid to each journeyman, apprentice, worker, or other employee employed by him or her in connection with the public work. 3.5.5 It shall be the responsibility of Contractor to Comply with Labor Code section 1776 as it may be amended by the Legislature from time to time with respect to each payroll record. As of April, 2003, Labor Code section 1776 provides in relevant part: "(a) Each contractor and subcontractor shall keep accurate payroll records, showing the name, address, social security number, work classification, straight time and overtime hours worked each day and week, and the actual per diem wages paid to each journeyman, apprentice, worker, or other employee employed by him or her in connection with the public work. Each payroll record shall contain or be verified by a written declaration that it is made under penalty of perjury, stating both of the following: (1) The information contained in the payroll record is true and correct. (2) The employer has complied with the requirements of Sections 1771, 1811, and 1815 for any work performed by his or her employees on the public works project. (b) The payroll records enumerated under subdivision (a) shall be certified and shall be available for inspection at all reasonable hours at the principal office of the contractor on 50 75 the following basis: ( 1) A certified copy of an employee's payroll record shall be made available for inspection or furnished to the employee or his or her authorized representative on request. (2) A certified copy of all payroll records enumerated in subdivision (a) shall be made available for inspection or furnished upon request to a representative of the body awarding the contract, the Division of Labor Standards Enforcement, and the Division of Apprenticeship Standards of the Department of Industrial Relations. (3) A certified copy of all payroll records enumerated in subdivision (a) shall be made available upon request by the public for inspection or for copies thereof. However, a request by the public shall be made through either the body awarding the contract, the Division of Apprenticeship Standards, or the Division of Labor Standards Enforcement. If the requested payroll records have not been provided pursuant to paragraph (2), the requesting party shall, prior to being provided the records, reimburse the . costs of preparation by the contractor, subcontractors, and the entity through which the request was made. The public shall not be given access to the records at the principal office of the contractor. (c) The certified payroll records shall be on forms provided by the Division of Labor Standards Enforcement or shall contain the same information as the forms provided by the division. (d) A contractor or subcontractor shall file a certified copy of the records enumerated in subdivision (a) with the entity that requested the records within 10 days after receipt of a written request. (e) Any copy of records made available for inspection as copies and furnished upon request to the public or any public agency by the awarding body, the Division of Apprenticeship Standards, or the Division of Labor Standards Enforcement shall be marked or obliterated to prevent disclosure of an individual's name, address, and social security number. The name and address of the contractor awarded the contract or the subcontractor performing the contract shall not be marked or obliterated. Any copy of records made available for inspection by, or furnished to, a joint labor-management committee established pursuant to the federal Labor Management Cooperation Act of 1978 (Section 175a of Title 29 of the United States Code) shall be marked or obliterated only to prevent disclosure of an individual's name and social security number. A joint labor management committee may maintain an action in a court of competent jurisdiction against an employer who fails to comply with Section 1774. The court may award restitution to an employee for unpaid wages and may award the joint labor management committee reasonable attorney's fee and costs incurred in maintaining the action. An action under this subdivision may not be based on the employer's misclassification of the craft of a worker on its certified payroll records. Nothing in this subdivision limits any other available remedies for a violation of this chapter. (f) The contractor shall inform the body awarding the contract of the location of the 51 76 records enumerated under subdivision (a), including the street address, city and county, and shall, within five working days, provide a notice of a change of location and address. (g) The contractor or subcontractor shall have ten (10) days in which to comply subsequent to receipt of a written notice requesting the records enumerated in subdivision (a). In the event that the contractor or subcontractor fails to comply within the 10-day period, he or she shall, as a penalty to the state or political subdivision on whose behalf the contract is made or awarded, forfeit fifty dollars ($50) for each calendar day, or portion thereof, for each worker, until strict compliance is effectuated. Upon the request of the Division of Apprenticeship Standards or the Division of Labor Standards Enforcement, these penalties shall be withheld from progress payments then due. A contractor is not subject to a penalty assessment pursuant to this section due to the failure of a subcontractor to comply with this section. (h) The body awarding the contract shall cause to be inserted in the contract stipulations to effectuate this section. (i) A certified copy of alltfayroll records shall be submitted to the Project Representative no later than the tenth (10 ) day of each month for the immediately preceding month. This submission shall be a condition precedent for payment to Contractor. Failure to submit payroll records shall be grounds of withholding payment to Contractor until such submission is made. 3.5.6 Debarment. The Contractor or any subcontractor working under the Contractor may not perform work on a public works project with a subcontractor who is ineligible to perform work on a public project pursuant to Section 1777 .1 or Section 1777. 7 of the California Labor Code. Any contract on a public works project entered into between the Contractor and a debarred subcontractor is void as a matter of law. A debarred subcontractor may not receive any public money for performing work as a subcontractor on a public works contract. Any public money that is paid, or may have been paid to a debarred subcontractor by the Contractor on the project shall be returned to the City. The Contractor shall be responsible for the payment of wages to workers of a debarred subcontractor who has been allowed to work on the project. 3.6 APPRENTICES 3.6.1 Contractor's attention is directed to the provisions of Sections 1777.5, 1777.6, and 1777.7 of the California Labor Code concerning employment of apprentices by the Contractor or any subcontractor under him. The Contractor shall be knowledgeable of and comply with all California Labor Code sections including 1727, 1773.5, 1775, 1777, 1777.5, 1810, 1813, 1860, including all amendments; each of these sections is incorporated by reference into this Contract. The responsibility for compliance with these provisions for all apprentice able occupations rests with the Contractor. Knowing violations of Section 1777.5 will result in forfeiture not to exceed $100 for each calendar day of non-compliance pursuant to Section 1777.7. 52 77 3.6 TAXES 3.6.1 The Contractor shall pay sales, consumer, use and similar taxes for the work or portions thereof provided by the Contractor which are legally enacted when bids are received or negotiations concluded, whether or not yet effective or merely scheduled to go into effect. 3. 7 PERMITS, FEES AND NOTICES 3. 7 .1 The Contractor shall secure and pay for all necessary permits required for the proper execution and completion of the work in this contract, including a City of Moorpark Business Registration Permit, which can be obtained from the Community Development Department. 3.7.2 The Contractor shall comply with and give notices required by laws, ordinances, rules, regulations and lawful orders of public authorities bearing on performance of the work. 3.7.3 If the Contractor performs work knowing it to be contrary to laws, statutes, ordinances, building codes, and rules and regulations, the Contractor shall assume full responsibility for such work and shall bear the attributable costs to remove, correct and/or otherwise comply with the law. 3.8 ALLOWANCES Not used. 3.9 CONTRACTOR'S SUPERVISION/SUPERINTENDENT 3.9.1 The Contractor shall employ a competent superintendent and necessary assistants who shall be in full time attendance at the project site during performance of the work. They shall have extensive experience in projects similar to this one. The superintendent shall represent the Contractor, and communications given to the superintendent shall be as binding as if given to the Contractor. Important communications shall be confirmed in writing. Other communications shall be similarly confirmed on written request in each case. The Contractor shall give efficient supervision to work, using his/her best skill and attention. He/she shall carefully study and compare all drawings, specifications and other instructions and shall at once report to City Staff any error, inconsistency or omission which he/she may discover. 3.10 CONTRACTOR'S CONSTRUCTION SCHEDULE 3.10.1 The Contractor, promptly after being awarded the Contract, shall submit Contractor's construction schedule for the work. Such schedule shall not exceed time limits current under the Contract, shall be revised at appropriate intervals as required by the contract documents, conditions of the work and progress. The construction s~hedule 53 78 shall provide for expeditious and practicable execution of the work and shall show procurement and submittals. See specifications for further requirements regarding construction schedule. 3.10.2 The Contractor shall cooperate with the City in scheduling and performing the Contractor's work to avoid conflict, delay in, or interference with the work of other Contractors or the construction or operations of the City's own forces. 3.10.3 Contractor shall keep current a Request for Information (RFI) schedule and reply record. 3.11 SUBMITT ALS 3.11.1 Contractor to prepare a schedule of required submittals. Coordinate preparation and processing of submittals with performance of construction activities. Transmit each submittal sufficiently in advance of performance of related construction activities to allow for review(s) and to avoid delay. 3.11.2 Specific submittal requirements are described in individual specification sections as required. Do not commence work which requires review of any submittals until in receipt of returned submittals with appropriate final action. 3.11.3 Allow one week for initial review. 3.11.4 Clearly label each submittal for identification including number and title of appropriate specification section, drawing number and detail references as appropriate. 3.11.5 Transmit submittal to City Project Representative via e-mail for dissemination to appropriate design professional. In the transmittal e-mail record relevant information and requests for detail, and record deviations from the contract documents, including variations and limitations. Include certification from Contractor -that the information complies with Contract document requirements. 3.11.6 The Contractor shall prepare and keep current, for City staff approval, a schedule of submittals which is coordinated with the Contractor's construction schedule and allows for a reasonable time for review. 3.12 USE OF SITE 3.12.1 The Contractor shall confine operations at the site to areas permitted by law, ordinances, and permits and shall not unreasonably encumber the site with materials or equipment. · 3.12.2 The Contractor shall coordinate their operations with, and secure the approval of, the City before using any portion of the site. 54 79 3.13 ACCESS TO WORK 3.13.1 The Contractor shall provide the City access to the work in preparation and progress wherever located. 3.14 ROYALTIES AND PATENTS 3.14.1 The Contractor shall pay all royalties and license fees, fees for use of patent rights and shall hold the City harmless from the loss on account thereof, but shall not be responsible for such defense or loss when a particular design, process or product of a particular manufacturer is required by the Contract. ARTICLE 4 ADMINISTRATION OF THE CONTRACT 4.1 CITY'S REPRESENTATIVES 4.1.1 One or more Representatives employed by the City may be assigned to the work. His/her duties shall be defined by the City. 4.1.2 The designated City Project Representative or entity is identified as such in the Contract and is referred to throughout the Contract as if singular in number. The designated staff person will act as directed by and under the supervision of the Parks and Recreation Director, and will confer with the Director and City regarding its actions. 4.1.3 Th.e City's Project Representative shall have full access to all operations involving work under this Contract and shall be provided reasonable advance notice of the time and place of operations which he/she desires to observe. 4.1.4 The Contractor shall furnish City reasonable facilities for obtaining such information as may be necessary to keep them fully informed respecting progress and manner of work and character of materials. Observation of work shall not relieve the Contractor from any obligation to fulfill this Contract. The City Manager shall have authority to stop work whenever provisions of the Contract are not being complied with and the Contractor shall instruct his/her employees accordingly. 4.1.5 Duties, responsibilities and limitations of authority of City's Representative as set forth in the Contract shall not be restricted, modified or extended without written consent of the City a,nd Contractor. Consent shall not be unreasonably withheld. 4.1.6 In case of termination of employment of the designated staff person, the City shall appoint a staff person whose status under the Contract shall be that of the former staff or higher, respectively. 55 80 4.2 ADMINISTRATION OF THE CONTRACT 4.2.1 The City's project representative will provide administration of the Contract as described in the Contract under the direction of the Parks and recreation Director, and will advise the City during construction, until all contractual obligations are completed and contract performed or terminated. The Representative will advise and consult with the City and will have authority as stated in the Contract, unless otherwise modified by written instrument in accordance with other provisions of the Contract. 4.2.2 The City's Project Representative will determine that the work is being performed in accordance with the requirements of the Contract, will keep the Parks and Recreation Director informed of the progress of the work, and will endeavor to guard the City against defects, deficiencies in the work and slow progress. 4.2.3 The City's Project Representative will provide for coordination of the activities of other Contractors and of the City's own forces with the work of the Contractor, who shall cooperate with them. The Contractor shall participate with other Contractors and the City ,in reviewing their construction schedules. The Contractor shall make any revisions to the construction schedule deemed necessary after a joint review and as required by the contract documents. The construction schedules, until subsequently revised, shall constitute the schedules to be used by the Contractor, other Contractors, and City. 4.2.4 The City's Project Representative will not have control over or charge of and will not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the work, since · these are solely the Contractor's responsibility as provided in Paragraph 3.3, and neither will be responsible for the Contractor's failure to carry out the work in accordance with the Contract. The City will not have control over or charge of or be responsible for acts or omissions of the Contractor, Subcontractors, or their agents or employees, or of any other persons performing portions of the work. 4.2.5 The Contractor shall communicate directly with the City. Communications by and with Subcontractor's and material suppliers shall be through the Contractor. Communications by and with other Contractors shall be through the City's Project Representative. 4.2.6 The Project Representative will review and certify the applications for payment by the Contractor. City staff will assemble the Contractor's application for payment into a project application and request for payment. 4.2.7 Based on the City's observations and evaluations of Contractor's applications for payment, the application will be processed. Final approval for payment rests with the City Manager. 56 81 4.3 CLAIMS AND DISPUTES 4.3.1 Definition. A claim is a demand or assertion by one of the parties seeking, as a matter of right, adjustment or interpretation of Contract terms, payment of money, and extension of time or other relief with respect to the terms of the Contract. The term "claim" also includes other disputes and matters in question, between the City and Contractor arising out of or relating to the Contract. Claims must be made by written notice. The responsibility to substantiate claims shall rest with the party making the claim. An unresolved claim is an unresolved dispute. 4.3.2 Time Limits on Claims. Claims by either party must be made within 14 calendar days after occurrence of the event giving rise to such claim or within 14 days after the claimant first recognizes the condition giving rise to the claim, whichever is later. Claims must be made by written notice. An additional claim made after the initial claim has been implemented by Change Order will not be considered unless submitted in a timely manner. 4.3.3 Continuing Contract Performance. Pending final resolution of a claim, answer on change order request, or unresolved dispute, unless otherwise agreed in writing, the Contractor shall proceed diligently with performance of the work and contractual obligations and the City shall continue to make agreed upon payments in accordance with the Contract. (Also see 4.3.5) · 4.3.4 Claims for Additional Cost. If the Contractor wishes to make a claim for an increase in the contract lump sum, written notice as provided herein shall be given before proceeding to execute the work as required. Prior notice is not required for claims relating to an emergency endangering life or property arising under Paragraph 9.3. If the Contractor believes additional cost is involved for reasons including but not limited to, (1) an order by the City to stop the work where the Contractor was not at fault, (2) a written order for a minor change in the work issued by the Representative, (3) failure of payment by the City, (4) termination of the Contract by the City, (5) or City's suspension of work, claims shall be filed in accordance with the procedure established herein. 4.3.5 Claims for Additional Time. 4.3.5.1 If the Contractor wishes to make a claim for an extension in time to complete the Contract, written notice to the City, shall be given by the Contractor. The Contractor's claim shall include an estimate of probable effect of delay on progress of the work. In the case of a continuing delay only one claim is necessary. 4.3.5.2 If adverse weather conditions are the basis for a claim for additional time, such claim shall be documented in writing substantiating that weather conditions were abnormal for the period of time and could not have been reasonably anticipated, and that weather conditions had an adverse effect on the scheduled construction. Payment for general condi~on items, overhead, and profit shall not be made for additional time 57 82 granted for adverse weather conditions, vandalism, casualty loss and/or material availability. Contractor expressly waives any rights to such claims. Contractor must have provided required erosion control and access protection as a requirement to making claims for extension of time because of adverse weather conditions. 4.3.5.3 No claims for adverse weather conditions for weekends or holidays will be granted unless contractor specifically requested (in writing) permission to work and was granted such permission by the City. If rain is predicted when the request to work is received by the City, the request to work will be rejected, unless the work is inside and protected access is in place. 4.3.5.4 At no time shall the workload of material manufacturers be considered a reason to claim "inability to obtain materials" for purposes of requesting a time extension. 4.3.6 Injury or Damage to Person or Property. If either party to the Contract suffers injury or damage to person or property because of an act or omission of the other party, of any of the other party's employees or agents, or of others for whose acts such party is legally liable, written notice of such injury or damage, whether or not insured, shall be given to the other party within a reasonable time not exceeding 2 days after initial observance or notification. The notice shall provide sufficient detail to enable the other party to investigate the matter. 4.4 RESOLUTION OF CLAIMS AND DISPUTES 4.4.1 The City will review claims and disputes, with the City Manager, and take one or more of the following preliminary actions within ten days of receipt of a claim: (1) request additional supporting data from the claimant, (2) submit a schedule to the parties indicating when they expect to take action, (3) recommend rejecting the claim in whole or in part, stating reasons for rejection, (4) recommend approval of the claim by the other party or (5) suggest a compromise. The City may, but is not obligated to, notify the surety, if any, of the nature and amount of the claim. 4.4.2 If a claim has been resolved, the City will notify the parties in writing of the resolution. 4.4.3 An unresolved claim is an unresolved dispute. 4.4.4 If a claim has not been resolved, the party making the claim shall, within ten days after the City's preliminary response, take one or more of the following actions: (1) submit additional supporting data requested, (2) modify the initial claim, (3) notify the City that the initial Claim stands, or (4) withdraw the claim. 4.4.5 Contractor, in the event of any dispute or controversy with the City over any matter whatsoever, shall not cause any delay or cessation in or of work, but shall proceed with the performance of the work in dispute. This includes disputed time extension requests and prices for changes. 58 83 4.4.6 The disputed work will be categorized as an "unresolved dispute" and payment, if any, shall be as later determined by mutual agreement or a court of law. Contractor will keep accurate, detailed records on all disputed work, claims and other disputed matters and submit same to City. Public Contract Code 20104 et. seq., shall govern the claim procedure. 4.4.7 In no event will the Contractor be allowed to reserve its rights to assert a claim for time extension, or any other type of claim, later than as required by paragraph 4.3.2 unless the City agrees in writing to allow such reservation. ARTICLE 5 SUBCONTRACTORS 5.1 DEFINITIONS 5.1.1 A Subcontractor is a person or entity who has a direct contract with the Contractor to perform a portion of the work at the site. The term "Subcontractor" is referred to throughout the Contract as if singular in number and means a Subcontractor or an authorized representative of the Subcontractor. The term "Subcontractor'' does not include other Contractors or Subcontractors of other Contractors. A Subcontractor shall be considered an employee of the Contractor and the Contractor shall be responsible for his/her work. 5.1.2 A Sub-subcontractor is a person or entity who has a direct or indirect contract with a Subcontractor to perform a portion of the work at the site. The term "Sub- subcontractor'' is referred to throughout the Contract as if singular in number and means a Sub-subcontractor or an authorized representative of the Sub-subcontractor. 5.2 AWARD OF SUBCONTRACTS AND OTHER CONTRACTS FOR PORTIONS OF THE WORK 5.2.1 All contracts between the general Contractor and its subcontractors and suppliers shall include a provision that the subcontractors and suppliers shall be bound to the Contractor to the same extent that the Contractor is bound to the City by all terms and provisions of the Contract, and shall incorporate the contract by reference into all subcontracts. If the Contractor shall subcontract any part of this Contract, the Contractor shall be as fully responsible to the City for acts and omissions of Subcontractor and of persons either directly or indirectly employed by Subcontractor, as he/she is for acts and omissions of persons directly employed by himself/herself. Nothing contained in the Contract shall create any contractual relation between any Subcontractor and the City. 5.2.2 Contractor will comply with the bidding requirements, and shall furnish in writing for review by the City, the names of persons or entities including those who are to furnish materials or equipment fabricated to a special design proposed for each 59 84 principal portion of the work. 5.2.3 The City's consent to or approval of any Subcontractor under this Contract shall not in any way relieve the Contractor of his/her obligations under this Contract and no such consent or approval shall be deemed to waive any provision of this Contract. 5.2.4 The Contractor shall not contract with a proposed person or entity to whom the City has made reasonable and timely objection. The Contractor shall not contract to any unlicensed or uninsured Subcontractor or supplier. 5.2.5 The Contractor shall not change a Subcontractor, person or entity previously approved if the City makes reasonable objection to such change. Substitution or addition shall be permitted only as authorized in Chapter 2 (commencing at Section 4100) Division 5, Title 1 of California Government Code. 5.3 SUBCONTRACTUAL RELATIONS 5.3.1 Each subcontract agreement shall preserve and protect the rights of the City, under the Contract with respect to the work to be performed by the Subcontractor so that subcontracting thereof will not prejudice such rights, and shall allow to the Subcontractor, unless specifically provided otherwise in the subcontract agreement, the benefit of all rights, remedies and redress against the Contractor that the Contractor, by this Contract, has against the City. Where appropriate, the Contractor shall require each Subcontractor to enter into similar agreements with Sub-subcontractors. The Contractor shall make available to each proposed Subcontractor, prior to the execution of the subcontract agreement, copies of the Contract to which the Subcontractor will be bound, and, upon written request of the Subcontractor, identify to the Subcontractor terms and conditions of the proposed subcontract agreement which may be at variance with the Contract. Subcontractors shall similarly make copies of applicable portions of such documents available to their respective proposed Sub-subcontractors: 5.4 MUTUAL RESPONSIBILITY 5.4.1 The Contractor shall afford the City's own forces and other Contractors reasonable opportunity for introduction and storage of their materials and equipment and performance of their activities, and shall connect and coordinate the Contractor's construction and operations with theirs as required by the City. 5.4.2 If part of the Contractor's work depends for proper execution or results upon construction or operations by the City's own forces or other Contractors, the Contractor shall, prior to proceeding with that portion of the work, promptly report to the City apparent discrepancies or defects in such other construction that would render it unsuitable for such proper execution and results. Failure of the Contractor to report these discrepancies and defects shall constitute an acknowledgment that the City's own forces or other Contractors' completed or partially completed construction is fit and proper to receive the Contractor's work. 60 85 5.4.3 The Contractor shall promptly remedy damage wrongfully caused by the Contractor to completed or partially completed construction or to property of the City or other Contractors. 5.4.4 Claims and other disputes and matters in question between the Contractor and other Contractors shall be subject to the provisions of Paragraph 4.4. 5.5 CITY'S RIGHT TO CLEAN UP 5.5.1 If a dispute arises among the Contractor, other Contractors and the City as to the responsibility under their respective contracts for maintaining the premises and surrounding area free from waste materials and rubbish, the City may clean up and allocate the cost among those responsible as the City determines to be equitable. ARTICLE 6 CHANGES IN THE WORK 6.1 CHANGES 6.1.1 Changes in the work may be accomplished after execution of the Contract, and without invalidating the Contract, by change order, construction change directive or order for a minor change in the work, subject to the limitations stated in this Article 6 and elsewhere in the Contract. 6.1.2 A change order shall be based upon prior written agreement among the City, and Contractor; a construction change directive requires prior written agreement by the City and may or may not be agreed to by the Contractor; an order for a minor change in the work may be issued by the City. Final approval for all change orders rests with the City. The City Manager is the final approving authority. 6.1.3 Changes in the work shall be performed under applicable prov1s1ons of the Contract, and the Contractor shall proceed promptly, unless otherwise provided in the change order, construction change directive or order for a minor change in the work. 6.1.4 Requests for changes and time extensions may be submitted in letter form with detailed backup and substantiated reasons attached. All requests submitted without detailed backup and substantiated reasons will be returned without action. 6.2 CHANGE ORDERS 6.2.1 A change order is a written instrument prepared by the City and signed by the City and Contractor, stating their agreement upon all of the following: 1. a subsequent change in the work; 61 86 2. the amount of the adjustment in the Contract lump sum, if any; and 3. the extent of the adjustment in the Contract time, if any. 6.3 CONSTRUCTION CHANGE DIRECTIVES 6.3.1 A construction change directive is a written order prepared and signed by the City, directing a change in the work and stating a proposed basis for adjustment, if any; in the Contract lump sum or Contract time, or both. The City may, by construction change directive, without breaching the contract, order changes in the work within the general scope of the Contract consisting of additions, deletions or other revisions, the Contract lump sum and Contract time being adjusted accordingly, in accordance with provisions of the contract documents. 6.3.2 A construction change directive shall be used in the absence of total agreement on the terms of a change order or pending change order. 6.3.3 If the construction change directive provides for an adjustment to the Contract lump sum, the adjustment shall be based on one of the following methods, and in accordance with provisions of the contract documents: 1. Mutual acceptance of a lump sum properly itemized and supported by sufficient substantiating data to permit evaluation; 2. Unit prices stated in the Contract or subsequently agreed upon in writing; 3. Cost to be determined in a manner agreed upon by the parties and a mutually acceptable fixed or percentage fee; or 4. as provided in Subparagraph 6.3.6. 6.3.4 Upon receipt of a Construction change directive, the Contractor shall promptly proceed with the change in the work involved and advise the City of the Contractor's agreement or disagreement with the method, if any, provided in the Construction change directive for determining the proposed adjustment in the Contract lump sum or Contract time. 6.3.5 A Construction change directive signed by the Contractor indicates the agreement of the Contractor therewith, including adjustment in Contract lump sum and Contract time or the method for determining them. Such agreement shall be executed as a change order. 6.3.6 If the Contractor does not respond promptly or disagrees with the method for adjustment in the Contract lump sum, the method and the adjustment shall be determined by the City on the basis of reasonable expenditures and savings of those 62 87 performing the work attributable to the change, including, in case of an increase or decrease in the Contract lump sum, the pre-determined percentage for overhead and profit. In such case, the Contractor shall keep and present, in such form as the City may prescribe, an itemized account together with appropriate supporting data. Unless otherwise provided in the Contract, costs for the purposes of this Subparagraph 6.3.6 shall be limited to the following: 1. Costs of labor, including social security, and unemployment insurance, fringe benefits required by agreement or custom, and workers compensation insurance; 2. Costs of materials, supplies and equipment, including cost of delivery by supplier, whether incorporated or consumed; 3. Reasonable, competitive rental costs of equipment over $75/day, exclusive of hand tools and contractor owned vehicles, whether rented from the Contractor or others; 4. Permit fees, and sales, use or similar taxes related to the work; as limited in the conditions of the Contract. 6.3.7 Pending final determination of cost to the City, amounts not in dispute may be included in applications for payment if a change order to that effect has been signed by the parties. The amount of credit to be allowed by the Contractor to the City for a deletion or change which results in a net decrease in the Contract lump sum shall be actual net cost as confirmed by the City. When both additions and cre~ms covering related work or substitutions are involved in a change, the allowance for overhead and profit shall be figured on the basis of increase, if any, with respect to that change. 6.3.8 If the City and Contractor agree with the determination concerning the adjustments in the Contract lump sum and Contract time, or otherwise reach agreement upon the adjustments, such agreement shall be recorded by preparation and execution of an appropriate change order. Change Orders do not become effective until executed by all parties. 6.3.9 If the City and Contractor do not agree on adjustments to the Contract lump sum or Contract time, then this shall be considered a dispute and shall be resolved pursuant to the provisions of Section 4.4 of these General Conditions. ARTICLE 7 TIME 7 .1 DEFINITIONS 7.1.1 Unless otherwise provided, time for performance is the number of calendar days 63 88 and/or hours, including authorized adjustments, allotted in the Contract for substantial completion of the work. 7. 1.2 The date of commencement of the work is the date stated in the Notice to Proceed issued by the City. The date shall not be postponed by the failure to act of the Contractor or of persons or entities for which the Contractor is responsible. 7.1.3 The date the project is completed is the date so certified by the City. 7.1.4 The term "day" as used in the Contract shall mean calendar day unless otherwise specified. 7.2 PROGRESS AND COMPLETION 7.2.1 Time limits stated in the Contract are of the essence. By submitting the proposal, the Contractor confirms that the Contract time is a reasonable period for performing the work. 7.2.2 The Contractor shall not knowingly, except by prior consent or direction of the City in writing, prematurely commence operations on the site or elsewhere prior to the effective date of insurance required by the Contract to be furnished by the Contractor. The date of commencement of the work shall not be changed by the effective date of such insurance. The date of commencement will be established by a notice to proceed given by the City. 7.3 DELAYS AND EXTENSION OF TIME 7.3.1 Subject to provisions of the Project Manual, the Contractor may request a time extension to the contract. He/she may request an extension listing reasons for the delay and submitting substantiating evidence. If the City determines the request is reasonable, a change order may be issued for said time extension. 7 .3.2 Claims relating to time shall be made in accordance with applicable provisions of Paragraph 4.3 and other appropriate sections of the contract documents. ARTICLE 8 PAYMENTS AND COMPLETION 8.1 CONTRACT LUMP SUM 8.1.1 The Contract lump sum is stated in the Contract and, including authorized adjustments, is the maximum amount payable by the City to the Contractor for performance of the work under the Contract. 64 89 8.2 APPLICATIONS FOR PAYMENT 8.2.1 Contractor shall submit to the City an itemized application for payment for work completed in accordance with the schedule of values. The application will be supported by such data substantiating the Contractor's right to payment as the City may require. 8.2.2 Amounts billed by subcontractor or supplier are not a measure of work completed. 8.2.3 The Contractor warrants that upon submittal of an application for payment all work for which recommendation for payment has been requested shall, to the best of the Contractor's knowledge, information and belief, be free and clear of liens, claims, security interests or encumbrances in favor of the Contractor, Subcontractors, material suppliers, or other persons or entities making a claim by reason of having provided labor, material or equipment relating to the work. Copies of applicable releases should be submitted with the Contractor's invoice. 8.2.4 Payment shall be made pursuant to payment terms, payment schedule and requirements of the Contract. 8.2.5 Application for payment shall be submitted using the Contractor's own form of invoice. 8.2.6 Payment shall be made as a lump sum pursuant to the Contract provisions. 8.2.7 Substantial completion does not constitute approval for final payment nor final acceptance of the work. 8.2.8 Payment requests will be rejected due to lack of, or improper releases or other improper or incomplete documents required to be submitted with payment requests, as determined by the City. 8.2.9 For all payments made under this contract, there will be no separate ."Certificate for Payment." The owner's issuance of a check constitutes a certificate of payment. 8.3 RECOMMENDATION FOR PAYMENT 8.3.1 The Contractor will assemble a project invoice by certifying the amounts due and forwarding them to the Project Representative, along with all required releases and certified payroll documents. 8.3.2 Within ten (10) working days after receipt of the project application for payment, the City will either issue a recommendation for payment, for such amounts as the City determines is properly due, or notify the Contractor in writing of the reasons for withholding certification in whole or in part as provided in Subparagraph 8._4.1. 65 90 8.3.3 The issuance of a recommend~tion for payment will constitute representations made separately to the City, based on individual observations at the site and the data comprising the application for payment submitted by the Contractor, . that the work has been completed and that, to the best of the City's knowledge, information and belief, the quality and quantity of the work conforms to the Contract. The foregoing representations are subject to an evaluation of the work for conformance with the Contract upon substantial completion, to results of subsequent tests and inspections, to minor deviations from the Contract correctable prior to completion and to specific qualifications expressed by the City. The issuance of a recommendation for payment will further constitute a representation that the Contractor is entitled to payment in the amount certified. However, the recommendation for payment will not be a representation that the City has (1) made exhaustive or continuous on-site inspections to check the quality or quantity of the work, (2) reviewed the Contractor's construction means, methods, techniques, sequences or procedures, (3) reviewed copies of requisitions received from Subcontractors and material suppliers and other data requested by the City to substantiate the Contractor's right to payment or (4) made examination to ascertain how or for what purpose the Contractor has used money previously paid on account of the Contract lump sum. 8.4 DECISIONS TO WITHHOLD CERTIFICATION 8.4.1 The City may decide not to certify payment and may withhold a recommendation for payment in whole or in part, to the extent reasonably necessary to protect the City, if in the City's opinion the representations to the City required by Subparagraph 8.3.3 cannot be made. If the City's Representative is unable to certify payment in the amount of the application, the City will notify the Contractor. If the Contractor and City cannot agree on a revised amount, the City will promptly issue a recommendation for payment for the amountfor which the City is able to make such representations. The City may also decide not to certify payment or, because of subsequently discovered evidence or subsequent observations, may nullify the whole or a part of a recommendation for payment previously issued, to such extent as may be necessary to protect the City from loss because of, but not limited to, the following: 1. Defective work not remedied; 2. Third party claims filed or reasonable evidence indicating probable filing of such claims; 3. Alleged failure of the Contractor to make payments properly to Subcontractors or for labor, materials or equipment; 4. Reasonable evidence that the work cannot be completed for the unpaid balance of the Contract lump sum; 5. Damage to the City or another contractor or third party allegedly by 66 91 Contractor, his/her agent or employee; 6. Reasonable evidence that the work will not be completed within the Contract time, and that the unpaid balance would not be adequate to cover actual or liquidated damages for the anticipated delay; 7. Persistent failure to carry out the work in accordance with the Contract; 8. Re-testing of non-passing tests, reimbursement for inspections, overtime and minimum times not used; 9. Alleged breach of terms and conditions of Contract Documents; 10. . Disputed items and issues; 11. Liquidated damages; or 12. Payments which may be past due and payable for just claims against Contractor or any Subcontractor for labor or materials furnished in and about the performance of work on the project under this Contract; and/or 13. Improper, incomplete or unacceptable documents, releases or back up materials. 8.4.2 When the above reasons for withholding certification are removed to the City's satisfaction, certification will be made for amounts previously withheld. 8.4.3 The City may apply such withheld amount or amounts to payment of such claims or obligations at his/her discretion. In so doing, the City shall be deemed the agent of the Contractor and any payment so made by the City shall be considered as a payment made under Contract by the City to the Contractor and the City shall not be liable to the Contractor for such payments made in good faith. Such payments may be made without prior judicial determination of claim or obligations. The City will render the Contractor a proper accounting of such funds disbursed on behalf of the Contractor. 8.5 FINAL COMPLETION AND FINAL RETENTION PAYMENT 8.5.1 Upon completion of the work, as specified in the Contract, the Contractor shall notify the City that the work is complete and request final inspection from the building and safety department. Contractor shall also forward to the City a Contractor's application for final retention payment. When the City finds the work to be acceptable under the Contract and the Contract fully performed, the City will approve the recordation of a Notice of Completion based on the recommendation that to the best of their knowledge, information and belief, and on the basis of their observations and inspections, the work has been completed in accordance with terms and conditions of 67 92 the Contract. 8.5.2 In addition to the above, no final retention payment shall be paid until the Contractor submits to the City (1) final certified payroll; (2) release statements or waivers of liens from all subcontractors indicating that they have been paid for their portion of work on this job; and (3) a copy of the building permit showing final sign-off from the City inspector. 8.5.3 Once all documentation has been furnished, the Contractor will not receive payment of final retention until thirty (30) days have passed from the date the Notice of Completion records. ARTICLE 9 PROTECTION OF PERSONS AND PROPERTY 9.1 SAFETY PRECAUTIONS AND PROGRAMS 9.1.1 The Contractor shall be responsible for initiating maintaining and supervising all safety precautions and programs in connection with the performance of the Contract including, without limitation, safety, job meetings and training. The Contractor shall submit the Contrador's safety program to the City and coordinate with the safety programs of other Contractors. Contractor will furnish minutes of all safety meetings to the City. 9.1.2 In the event the Contractor encounters on the site material reasonably believed to be asbestos or polychlorinated biphenyl (PCB) which has not been rendered harmless by Contractor's remediation activities as required b.y this Contract, the Contractor shall immediately stop work in the area affected and report the condition to the City in writing. The work in the affected area shall not thereafter be resumed except by written agreement of the City and Contractor if in fact the material is asbestos or polychlorinated biphenyl (PCB) and has not been rendered harmless. The work in the affected area shall be resumed in the absence of asbestos or polychlorinated biphenyl (PCB), or when it has been rendered harmless, by written agreement of the City and Contractor. 9.1.3 If reasonable precautions will be inadequate to prevent foreseeable bodily injury or death to persons resulting from a material or substance encountered on the site by the Contractor, the Contractor shall, upon recognizing the condition, immediately stop work in the affected area and report the condition to the City in writing. The City shall then proceed in the same manner described in Subparagraph 9.1.2. 9.2 SAFETY OF PERSONS AND PROPERTY 9.2.1 The Contractor shall take reasonable precautions for safety of, and shall provide reasonable protection to pr~vent damage, injury or loss to: 68 93 1. Employees on the job and other persons who may be affected thereby; 2. The work and materials and equipment to be incorporated therein, whether in storage on or off the site, under care, custody or control of the Contractor or the Contractor's Subcontractors or Sub-subcontractors; 3. Other property at the site or adjacent thereto, such as trees, shrubs, lawns, walks, pavements, roadways, structures and utilities not designated for removal, relocation or replacement in the course of construction; and 4. Construction or operations by the City or other Contractors. 9.2.2 The Contractor shall give notices and comply with applicable laws, ordinances, rules, regulations and lawful orders of public authorities bearing on safety of persons or property or their protection from damage, injury or loss. 9.2.3 The Contractor shall erect and maintain, as required by existing conditions and performance of the Contract, reasonable safeguards for safety and protection, including posting danger signs and other warnings against hazards, promulgating safety regulations and notifying owners and users of adjacent sites and utilities. 9.2.4 When use or storage of explosives or other hazardous materials or equipment or unusual methods are necessary for execution of the work, the Contractor shall exercise utmost care and carry on such activities under supervision of properly qualified personnel. 9.2.5 The Contractor shall promptly remedy damage and loss (whether or not insured under property insurance required by the Contract) to property referred to in subparagraph 9.2.1 caused in whole or in part by the Contractor, a Subcontractor, a Sub-subcontractor, supplier, or anyone directly or indirectly employed by any of them, or by anyone for whose acts they may be liable and for which the Contractor is responsible under subparagraph 9.2.1. This includes damage or loss caused by unknown persons or causes. The foregoing obligations of the Contractor are in addition to the Contractor's obligations under the indemnity sections of the Contract. 9.2.6 The Contractor shall designate a responsible member of the Contractor's organization at the site whose duty shall be the prevention of accidents. This person shall be the Contractor's superintendent unless otherwise designated by the Contractor in writing to the City. 9.2.7 The Contractor shall not load or permit any part of the construction or site to be loaded so as to endanger safety to persons or property. 9.4 PROTECTION OF WORKERS IN TRENCH EXCAVATIONS 69 94 9.4.1 If the Project involves an estimated expenditure in excess of twenty-five thousand dollars ($25,000.00), for the excavation of any trench or trenches five feet or more in depth, the Contractor shall submit to the City Engineer in advance of excavation a detailed plan showing the design shoring, bracing, sloping, or other provisions to be made for worker protection from the hazard of caving ground during the excavation of such trench of trenches. If such plan varies from the shoring system standards, the plan shall be prepared by a registered civil or structural engineer. The City Engineer shall have authority on behalf of the City to accept and approve the plan. Nothing in this paragraph shall be deemed to allow the use of a shoring, sloping, or protective system less effective than that required by the Construction Safety Orders in accordance with California Labor Code Section 6705. 9.4.2 In accordance with Public Contract Code Section 7104, if the Project involves digging trenches or other excavations that extend deeper than four feet below the surface, the Contractor shall promptly, and before the following conditions are disturbed, notify the City in writing of any (a) material that the Contractor believes may be material that is hazardous waste, as defined in Section 25117 of the Health and Safety Code, that is required to be removed to a Class I, Class II, or Class Ill disposal site in accordance with provisions of existing law; (b) subsurface or latent physical conditions at the site differing from those indicated by information about the site made available to bidders prior to the deadline for submitting bids; (c) unknown physical conditions at the site of any unusual nature, different materially from those ordinarily encountered and generally recognized as inherent in work of the character provided for in this Agreement. 9.4 EMERGENCIES 9.4.1 In an emergency affecting safety of persons or property; the Contractor shall act, at the Contractor's discretion, to prevent threatened damage, injury or loss. Additional compensation or extension of time claimed by the Contractor on account of an emergency shall be determined as provided in Paragraph 4.3 and Article 7. ARTICLE 10 INSURANCE 10.1 CONTRACTOR'S INSURANCE (See Bid Terms and Conditions for additional insurance requirements) 10.1.1 The Contractor shall purchase from and maintain in a company or companies "admitted" by the State of California such insurance in accordance with Exhibit A of the Agreement documents for this project as will protect the Contractor from claims which may arise out of or result from the Contractor's operations under the Contract and for which the Contractor may be legally liable, whether such operations be by the Contractor or by a Subcontractor or by anyone directly or indirectly employed by any of 70 95 them, or by anyone for whose acts any of them may be liable. 10.1.2 The insurance required by Subparagraph 10.1.1 shall be written for not less than limits of liability specified in the Contract Documents or required by law, whichever coverage is greater. Coverages must be written on an occurrence basis and shall be maintained without interruption from date of commencement of the work until one (1) year after notice of completion records. 10.1.3 Certificates of Insurance acceptable to the City shall be submitted to the City prior to commencement of the work. Additional certificates evidencing continuation of coverage after final payment shall be submitted with the final Application for Payment as required by Subparagraph 10.1.2. 10.1.4 All certificates must be original. An endorsement, the form of which is specified in the Agreement Documents, naming the City as additional insured must also be submitted before the Notice to Proceed will be issued. City will only accept the endorsement specified in the Agreement documents or an EXACT equivalent. If an EXACT equivalent is proposed, Contractor should submit proposed equivalent form to Project Representative prior to submitting bid to ensure that the equivalent form is acceptable. 10.1.5 The Contractor shall obtain all insurance coverage required by this section. Said insurance coverage is required in addition to all other insurance coverage required by other provisions of the Contract Documents. Contractor to pay all deductibles. 10.1.6 Before an exposure to loss may occur, the Contractor shall file with the Owner a copy of each policy that includes insurance coverages required by this Paragraph 10.1. Each policy shall contain all generally applicable conditions, definitions, exclusions and endorsements related to this Project. Each policy shall contain a provision that the policy will not be canceled or allowed to expire until at least 30 days' prior written notice has been given to the Owner. 71 96 SPECIAL CONDITIONS FEDERAL GRANT REQUIREMENTS Funding for this work is partially provided by a pass-thru grant from the National Park Service via the Land and Water Conservation Grant Program. As such, there are special requirements that the Contractor must be aware of when bidding on this project, that may supersede those requirements of the California Public Contract Code and California Labor Code. 1. Audltandlnspection Contractor shall permit the authorized representatives of Moorpark, the Ventura County Transportation Commission {VCTC), the USDOT and the Controller General of the United States to inspect and audit all data and records of Contractor relating. to its performance under this Agreement. Contractor also shall maintain all required records relating to this project for at least three (3) years after Moorpark makes final payment and all other pending matters are closed. 2. Clean Water Contractor agrees to comply with all e1pplicable standards, orders or regulations issued pursuant to the Federal Water Pollution Control Act, as amended, 33 United States Code (USC) Sections 1251 et seq. Contractor agrees to report each violation to Moorpark and understands and agrees that Moorpark shall, in turn, report each violation as required to assure notification to FT A and the appropriate Environmental Protection Agency (EPA) Regional Office. Contractor also agrees to include these requirements in each subcontract exceeding $100,000 financed in whole or in part with Federal assistance by FT A if the subcontract includes services for Moorpark. 3. Equal Employment Opportunity In connection with the execution of this Agreement, Contractor shall not discriminate against any employee or applicant for employment because of age, religion, color, sex, sexual orientation, national origin, marital status, or any disability not limiting the ability of the person to perform the job contemplated. Contractor shall take affirmative action to ensure that applicants are employed, and that employees are treated during their employment, without regard to their age, race, religion, color, sex, sexual orientation, national origin, marital status, or any disability not limiting the ability of the person to perform the job contemplated. Such actions shall include, but not be limited to the following: Employment, up-grading, demotion, or transfer; recruitment, or recruitment advertising; layoff, or termination; rates of pay, or other forms of compensation; and selection for training, including apprenticeship. Such shall be in compliance with 72 97 Executive Order 11246 amended by Executive Order 11375 and amended by Executive Order 11478 and as supplemented in United States Department of Labor (USDOL) regulations 41 CFR Part 60. In connection with the execution of this Agreement, Contractor shall comply with all aspects of the Federal Immigration and Naturalization Act of 1986. 4. Conservation Contractor shall recognize mandatory standards and policies relating to energy efficiency that are contained in the State energy conservation plan issued in compliance with the Federal Energy Policy and Conservation Act 42 USC, Sections 6321 et seq. 5. Clean Air Contractor agrees to comply with all applicable standards, orders, or regulations issued pursuant to the Clean Air Act, as amended, 42 USC Sections 7401 et seq. Contractor agrees to report each violation to Moorpark and understands and agrees that Moorpark shall, in turn, report each violation as required to assure notification to FTA and the appropriate EPA Regional Office. Contractor also agrees to include these requirements in each subcontract exceeding $100,000 financed in whole or in part with Federal assistance by FT A if the subcontract includes services for Moorpark. 6. Title VI of the Civil Rights Act of 1964 During the performance of this Agreement, Contractor, for itself, its assignees and successors in interest agrees as follows: A. Compliance with Regulations: Contractor shall comply with the Regulations relative to nondiscrimination in federally assisted programs of the USDOT 49 CFR, Part 21, as they may be amended from time to time, (Regulations), which are herein incorporated by reference and made a part of this Agreement. B. Nondiscrimination: Contractor, with regard to the work performed by it during the Agreement, shall not discriminate on the grounds of race, color, or national origin in the selection and retention of subcontractors, including procurement of materials and leases of equipment Contractor shall not participate either directly or indirectly in the discrimination prohibited by Part 21.5 of the Regulations, including employment practices when the contract covers a program set forth in the Regulations. The proposal should include a statement by Contractor certifying its compliance with the Regulations. C. Solicitations for Subcontractors, Including Procurement of Materials and Equipment: In all solicitations either by competitive bidding or negotiation made by Contractor for work to be performed under a subcontract, including procurement of materials or leases of equipment, each potential subcontractor or 73 98 supplier shall be notified by Contractor of Contractor's obligations under this Agreement and the Regulations relative to non-discrimination on the grounds of race, color, or national origin. D. Information and Reports: Contractor shall provide all information and reports required by the Regulations or directives issued pursuant thereto, and shall permit access to its books, records, accounts, other sources of information, and its facilities as may be determined by Moorparkor the FT A to be pertinent to ascertain compliance with such Regulations, orders and instructions. Where any information required of a Contractor is in the exclusive possession of another who fails or refuses to furnish this information, Contractor shall so certify to Moorpark or the FTA as appropriate, and shall set forth what efforts it has made to obtain the information. E. Sanctions for Noncompliance: In the event of Contractor's noncompliance with nondiscrimination provisions of this Agreement, Moorpark shall impose sanctions as it or the FTA may determine to be appropriate, including, but not limited to: 1. Withholding of payments to Contractor under the Agreement until Contractor complies; and/or 2. Cancellation, termination, or suspension of the Agreement, in whole or in part. F. Incorporation of Provisions: Contractor shall include the provisions of paragraphs "A" through "E" in every subcontract, including procurement of materials and leases of equipment, unless exempt by the Regulations, or directives issued pursuant thereto. 7. Contract Work Hours and Safety Standards Act CCWHSSA) The CWHSSA, 40 USC Sections 327-333 applies to all agreements over $100,000 that may require or involve laborers or mechanics. The CWHSSA requires that laborers or mechanics cannot be required, or permitted, to work more than forty (40) hours in any workweek unless paid overtime at not less than one and one-half (1.5) times the basic rate of pay. 8. Copeland "Anti-Kickback" Act (18 U.S.C. 874), The Copeland "Anti-Kickback" Act, as supplemented by Department of Labor regulations (29 CFR part 3, "Contractors and Subcontractors on Public Building or Public Work Financed in Whole or in Part by Loans or Grants from the United States"), provides that each contractor or sub-recipient shall be prohibited from inducing, by any means, any person employed in the construction, completion, or repair of public work, to give up any part of the compensation to which he is otherwise entitled. The recipient shall report all suspected or reported violations to the Federal awarding agency. 74 99 9. Davis-Bacon Act as amended (40 U.S.C. 276a to a-7) All construction contracts of more than $2,000 shall include a provision for compliance with the Davis-Bacon Act (40 U.S.C. 278a to a-1) and as supplemented by Department of Labor regulations (29 CFR part 5, "Labor Standards Provisions Applicable to Contracts Governing Federally Financed and Assisted Construction"). Under this Act, contractors shall be required to pay wages to laborers and mechanics at a rate not less than the minimum wages specified in a wage determination made by the Secretary of Labor. In addition, contractors shall be required to pay wages not less than once a week. A current copy of the prevailing wage determination issued by the Department of Labor is included as Appendix 1 to this bid manual Contractors acceptance of the award of a contract shall be Contractor's acceptance of the wage determination. 10. Davis-Bacon Act and the California Prevailing Wage Law Implementation of the Davis-Bacon Act requirements does not necessarily supersede implementation of California Prevailing Wage laws. If a subject matter is covered by both laws, the stricter requirement or higher wage rate between the two laws will control. 11. Minority/Women-Owned Business Enterprises (M/WBE) The contractor will comply with Executive Orders 11625, 12138, and 12432, Minority Business Enterprises (MBEs) and Women Business Enterprises (WBEs) as follows, in accordance with 43 CFR 12. 76: (a) Include qualified MBEs/WBEs on solicitation lists. (b) Solicit these firms whenever they are potential sources of supplies, equipment, construction, or services. (c) Where feasible, divide total requirements into smaller needs, and set delivery schedules that will encourage participation by these firms. 75 100 Scope of Work Recreational Trail at Arroyo Vista Community Park Moorpark, California 1. Demolish and remove trees, landscaping, wood rail fence, existing concrete, pavement and curbs, and other items as shown on demolition plans, Sheet 2-4 of the Civil Drawings. 2. Construct all improvements for the recreational trail and associated parking lot improvements complete as indicated on the Civil Drawings. 3. Contractor required to remove and relocate existing water service, appurtenances and fire hydrant and coordinate said work with the Ventura County Waterworks District #1, including design and permitting of the relocation to VCWD#1 Specifications. 4. Provide all survey, layout and dimensional control as required to complete entire scope of work. 5. Perform all necessary onsite and offsite rough and fine grading including but not limited to excavation and backfill for utilities, trench drains, storm water infiltration and sump systems, percolation pits, footings, concrete flatwork, curbs, gutters, drive approaches, asphalt paving and landscape features. 6. Layout, form, place, strip and finish including reinforcing all onsite and offsite concrete curbs, gutters, mowstrips, sidewalks, catch basins, drainage channels, masonry footings, fence footings, signage, drinking fountain bases, light pole bases, light fixture bases, electrical equipment pads, truncated domes, irrigation equipment pads, entry columns and monument sign footings, as indicated on the plans. 7. Furnish and install all onsite and offsite asphalt paving and asphalt paving patches, including grade preparation, redwood and or concrete headers and mowstrips. 8. Furnish and install all stormwater infiltration, dry sump and percolations systems complete per plans. 9. Modify all landscape irrigation systems complete including piping, sprinklers, wiring, devices, valves, vaults and equipment, consistent with landscape project plans and specifications. 10. Furnish and install all electrical lighting systems complete including but not limited to conduits, meter pedestals, panels, lighting controls, light poles, light fixtures, and connections to SCE, as indicated on the plans 76 101 11. Coordinate, furnish and install all infrastructure, equipment, vaults, boxes, conduit, pull strings, footings, equipment, devices, etc for underground systems as well as for above grade systems. 12. Furnish and install all landscaping complete including but not limited to materials, equipment, planters, plants, groundcover, turf, decomposed granite paving and pathways, mulch, cobble, boulders and organic lock systems, as indicated on the plans. 13. Furnish and install monument sign complete. 14. Furnish and install all rail fencing as required by the plans. City to approve fence material and style. 15. Clear, grub and demolish all of the existing landscape and hardscape improvements as shown on the Parking Lot plans. Protect in place the existing irrigation system, valves and components and relocate/reroute them as necessary to accommodate the proposed parking lot and infiltration improvements. 16. Excavate the proposed parking lot and infiltration improvements as shown on the Parking Lot plans. Compact the parking lot subgrade and furnish and install the aggregate base, the asphalt concrete improvements and the parking lot striping as shown. 17. Furnish and install the parking lot shade trees per the Parking Lot plans. 18. Furnish and install the infiltration area improvements (stacked rock wall, grade control structures, drainage piping, etc.) complete in place. 19. Contractor will participate in weekly meetings once construction is underway. 20. Contractor responsible for providing sanitary facilities for all workers. 21. Contractor responsible for providing landscape warranty for one-year from project completion for all installed trees and for 90-days from project completion for all installed shrubs. See Landscape Plans for more detail regarding the landscape warranty. 22. Contractor is responsible for pulling permits for this work including those needed from the City of Moorpark Planning Department, Building· and Safety Office, and City Engineering. Project will already be plan checked. Contractor will pull permit prior to commencement of construction. 23. The City of Moorpark has adopted a Construction and Demolition (C&D) ordinance requiring all demolition and city-sponsored projects, reg8:_rdless of cost; new 77 102 construction projects valued over $500,000; or renovation projects valued over $100,000 to divert a minimum of 65% of material generated during the project from disposal in a landfill (through reuse or recycling). The City has created a Construction and Demolition Materials Management Plan (C&DMMP) form to assist applicants to meet these diversion requirements. You will be required to submit a Diversion Security Deposit of 3% of the project valuation to the City to ensure compliance with the ordinance. The deposit will be returned upon verification that you met the 65% diversion requirement. Also, a one-time fee for staff time associated with processing your C&D plan will be charged. You have two options to meet this requirement. You may use one of the City's franchised haulers 0fVaste Management or Moorpark Rubbish Disposal, dependent upon the location of the project) who can provide temporary bins and will dispose of your waste at a city authorized facility. Or you may self-haul your waste to a city authorized certified C&D processing facility. If you self-haul your waste you must use proper hauling vehicles and bins owned by your company and those vehicles must be driven by your employees. Please remember that because this project is a prevailing wage project, the driver of the self-haul vehicle will need to be paid a prevailing wage rate for driving the C&D materials to the authorized facility. You will need to submit itemized weigh tickets from each facility documenting your C&D recycling and disposal that indicates the weight and type of material recycled or disposed. These weigh tickets will need to be turned in to the Solid Waste Division and verified prior to final payment release for the job and refund of your C&D diversion security deposit. If diversion requirements are not met, the City will retain the deposit. Please contact the Solid Waste Division at 805-517-6257 with questions about the C&D ordinance or about how to obtain the forms and documentation requirements. 24. Prior to commencing any work, the Contractor shall contact "Dig Alert" to locate any utilities that may be affected by the work. · 25. Verify that areas to remain unaltered adjacent to areas ofdemolition, alteration or cutting are completely secured and properly barricaded to ensure separation of such operations with anybody other than who is authorized to be in construction area before beginning such work. Provide barricades and maintenance thereof, in accordance with applicable Federal, State and local codes and their respective requirements. Install temporary barricades, enclosures and protections before demolition work is started. 26. Contractor is responsible for provision of water to the site, whether it is through the use of a water meter on a hydrant, a watering truck, or other method. The City of Moorpark falls within Ventura County Waterworks District No. 1, (805) 378-3000 and water meters can be procured through them. 27. During demolition and grading activities, take all precautions necessary to mitigate blowing dust and dirt. Use water sprinkling, temporary enclosures, and other methods to limit dust and dirt migratio_n. This is particularly important, due 78 103 to close proximity to residential homes. Contractor must comply with governing regulations and Ventura County Air Pollution Control District pertaining to environmental protection. Do not use water when it may create hazardous or objectionable conditions such as flooding and pollution. Do not allow demolished material and trash to accumulate on site, have debris hauled off at regular intervals using appropriate City franchise waste hauler. (See requirements within item 19.) 28. Perform work exercising proper care to prevent injury to the public, workmen and adjoining property. Repair or replace existing work scheduled to remain, which is damaged by these operations. Return elements of construction and surfaces to remain to existing condition prior to start of operations. Repair adjacent construction or surfaces soiled or damaged by work. 29. Limit operations to the immediate property on which the work is to be performed, do not infringe upon the adjoining roads or rights-of-way. Keep all access routes and adjoining roads and rights-of-way clean at all times. The tracking of mud, dirt or any other debris onto the adjacent and surrounding roads will not be permitted at any time. If there is debris tracked onto roads, at no time will the use of water be an acceptable clean-up method. 30. Hours of work will be confined to 8 a.m. to 5 p.m. Monday through Friday. Weekend work on a Saturday may be allowed but only with written approval of the City Representative. 31. Limit noise to a reasonable level as related to specific items of equipment used and their hours of use. This does not preclude use of mechanical equipment, i.e. jack hammers, heavy equipment. 32. No blasting will be permitted and burning of rubbish at the site is not allowed. 33. Site and surrounding areas to be left clean and free of any debris or other unsuitable materials. 34. Exercise equipment to be installed by a separate playground equipment installer. Contractor responsible for provision of concrete pad for exercise equipment as indicated on the plans. Contractor shall coordinate activities with installer. 35. Except as otherwise specified, in the event the contractor encounters on the project site material reasonably believed to be Asbestos, Polychlorinated biphenyl (PCB) or other hazardous materials , Contractor shall immediately stop work in the affected area and report the condition to the City's Representative in writing. 36. Submit schedule for approval by the City's Representative indicating proposed methods and sequence of operations for work. 79 104 37. Contractor will provide a competent English-speaking Superintendent to oversee the complete project. The Superintendent shall be present at all times work is being performed. The Superintendent shall have the authority to bind Contractor through Superintendents acts. The Superintendent shall represent the Contractor; communications given to the Superintendent shall be binding on the Contractor. 38. Contractor will be responsible for the security of the site. Contractor shall be responsible for all damages to persons or property that occur as a result of its fault or negligence in the performance of this contract and all vandalism to the project site. Contractor shall be responsible for the protection of the project site until final acceptance by the City. Graffiti will be removed by Contractor within 8 hours of discovery. If graffiti is not removed within the 8 hour time frame, City will remove the graffiti and charge Contractor for the City's costs to remove the graffiti. 39. Storage of any materials at the project site is at the Contractor's own risk. City is not responsible for theft or vandalism of materials stored on site. Any theft or vandalism of construction materials stored on the· project site will be replaced at the Contractor's expense. 40. Contractor shall take all necessary precautions for the safety of workers on the project and shall comply with all applicable federal, state, local and other safety laws, standards, orders, rules, regulations, and building codes to prevent accidents or injury to persons on, about, or adjacent to the premises where work is being performed and to provide a safe and healthful place of employment. 41. It is Contractor's responsibility to comply with all applicable storm water and urban runoff permits, regulations, codes or laws. Upon approval of the contract and prior to the start of the job, Contractor will be responsible for filling out and complying with the SWPCP in the form attached as Appendix 2. If there are questions, Contractor may contact the NPDES Coordinator in the Public Works Department at 805-517-6248 80 105 APPENDIX-1 Davis Bacon Wage Determinations 106 General Decision Number: CA150025 11/06/2015 CA25 Superseded General Decision Number: CA20140025 State: California Construction Types: Building, Heavy (Heavy and Dredging) and Highway County: Ventura County in California. BUILDING, DREDGING (does not incldue hopper dredge work), HEAVY (does not include water well drilling), AND HIGHWAY CONSTRUCTION PROJECTS Note: Executive Order (EO) 13658 establishes an hourly minimum wage of $10.10 for 2015 that applies to all contracts subject to the Davis-Bacon Act for which the solicitation is issued on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.10 (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract. The EO minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts. Modification Number Publication Date 0 01/02/2015 1 01/16/2015 2 02/13/2015 3 02/20/2015 4 03/06/2015 5 03/27/2015 6 05/08/2015 7 07/10/2015 8 07/17/2015 9 07/24/2015 10 07/31/2015 11 08/07/2015 12 08/14/2015 13 09/04/2015 14 09/25/2015 15 10/09/2015 16 10/23/2015 17 11/06/2015 * ASBE0005-002 07/01/2015 Rates Asbestos Workers/Insulator (Includes the application of all insulating materials, protective coverings, coatings, and finishes to all types of mechanical systems) ..... $ 36.74 Fire Stop Technician Fringes 19.49 107 (Application of Firestopping Materials for wall openings and penetrations in walls, floors, ceilings and curtain walls) ........................... $ 25.38 * ASBE0005-004 06/29/2015 Asbestos Removal worker/hazardous material handler (Includes preparation, wetting, stripping, removal, scrapping, vacuuming, bagging and disposing of all insulation materials from mechanical systems, whether Rates they contain asbestos or not) .... $ 18.06 BOIL0092-003 10/01/2012 Rates BOILERMAKER ...................... $ 41.17 * BRCA0004-012 05/01/2015 Rates BRICKLAYER; MARBLE SETTER ........ $ 34.01 16.81 Fringes 10.57 Fringes 28.27 Fringes 15.08 *The wage scale for prevailing wage projects performed in Blythe, China lake, Death Valley, Fort Irwin, Twenty-Nine Palms, Needles and 1-15 corridor (Barstow to the Nevada State Line) will be Three Dollars ($3.00) above the standard San Bernardino/Riverside County hourly wage rate BRCA0018-004 06/01/2014 Rates MARBLE FINISHER .................. $ 28.45 TILE FINISHER .................... $ 23.78 TILE LAYER ....................... $ 35.14 BRCA0018-010 09/01/2013 Rates TERRAZZO FINISHER ................ $ 26.59 TERRAZZO WORKER/SETTER ........... $ 33.63 CARP0409-001 07/01/2010 Rates CARPENTER (1) Carpenter, Cabinet Fringes 11.38 9.84 14.33 Fringes 10.34 11.13 Fringes 108 Installer, Insulation Installer, Hardwood Floor Worker and acoustical installer ................... $ 37.35 (2) Millwright .............. $ 37.85 (3) Piledrivermen/Derrick Bargeman, Bridge or Dock Carpenter, Heavy Framer, Rock Bargeman or Scowman, Rockslinger, Shingler (Commercial) ................ $ 37.48 (4) Pneumatic Nailer, Power Stapler ............... $ 37. 60 (5) Sawfiler ............... $ 37.44' (6) Scaffold Builder ....... $ 28.55 (7) Table Power Saw Operator .................... $ 37.45 11.08 11.08 11.08 11.08 11.08 11.08 11.08 FOOTNOTE: Work of forming in the construction of open cut sewers or storm drains, on operations in which horizontal lagging is used in conjunction with steel H-Beams driven or placed in pre-drilled holes, for that portion of a lagged trench against which concrete is poured, namely, as a substitute for back forms (which work is performed by piledrivers): $0.13 per hour additional. CARP0409-002 07/01/2008 Rates Diver ( 1) Wet ..................... $ 663 . 68 (2) Standby ................. $ 331.84 (3) Tender .................. $ 323.84 (4) Assistant Tender ........ $ 299.84 Amounts in "Rates' column are per day CARP0409-005 07/01/2010 Rates Drywall DRYWALL INSTALLER/LATHER .... $ 37.35 STOCKER/SCRAPPER ............ $ 10.00 CARP0409-008 08/01/2010 Rates Modular Furniture Installer ...... $ 17.00 ELEC0952-001 07/27/2015 Electricians: (All work within 32 road miles from the nearest base point) Rates Cable Splicer ............... $ 43.67 Fringes 9.82 9.82 9.82 9.82 Fringes 11.08 6.67 Fringes 7.41 Fringes 3%+18.35 109 Electrician Transportation Systems Technician Journeyman Wireman -Street Lighting & Traffic Signals .......... $ 39.74 Transportation Systems Technician -Street Lighting & Traffic Signals .. $ 40.39 20.35 20.92 ALL WORK MORE THAN 32 ROAD MILES FROM NEAREST BASE POINT: Add $5.00 to the basic hourly rate. BASE POINTS: the main Post Office in the cities of Camarillo, Oak View, Oxnard, Santa Paula and Ventura. ELEC0952-003 05/26/2014 COMMUNICATIONS AND SYSTEMS WORK Rates Communications System Installer ................... $ 29.27 Technician .................. $ 30.10 SCOPE OF WORK: Fringes 13.06 12.78 Installation, testing, service and maintenance of systems utilizing the transmission and/or transference of voice, sound, vision and digital for commercial, educational, security and entertainment purposes for the following: TV monitoring and surveillance, background-foreground music, intercom and telephone interconnect, inventory control systems, microwave transmission, multi-media, multiplex, nurse call systems, radio page, school intercom and sound, burglar alarms, fire alarm (see last paragraph below) and low voltage master clock systems in commercial buildings. Communication Systems that transmit or receive information and/or control systems that are intrinsic to the above listed systems; inclusion or exclusion of terminations and testings of conductors determined by their function; excluding all other data systems or multiple systems which include control function or power supply; excluding installation of raceway systems, conduit systems, line voltage work, and energy management systems. Does not cover work performed at China Lake Naval Ordnance Test Station. Fire alarm work shall be performed at the current inside wireman total cost package. ELEV0018-001 01/01/2015 Rates Fringes ELEVATOR MECHANIC ................ $ 49.90 28.38 FOOTNOTE: PAID VACATION: Employer contributes 8% of regular hourly rate as vacation pay credit for employees with more than 5 years of service, and 6% for 6 months to 5 years of service. PAID HOLIDAYS: New Years Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, Friday after 110 Thanksgiving, and Christmas Day. ENGI0012-003 07/06/2015 OPERATOR: Power Equipment (All Other Work) Rates GROUP 1 .................... $ 39.95 GROUP 2 .................... $ 40. 73 GROUP 3 .................... $ 41.02 GROUP 4 .................... $ 42.51 GROUP 5 .................... $ 41.86 GROUP 6 .................... $ 41.83 GROUP 8 .................... $ 42.84 GROUP 9 .................... $ 42.19 GROUP 10 .................... $ 42.96 GROUP 11. ................... $ 42.31 GROUP 12 .................... $ 43.13 GROUP 13 .................... $ 43.23 GROUP 14 .................... $ 43. 26 GROUP 15 .................... $ 43.34 GROUP 16 .................... $ 43.46 GROUP 17 .................... $ 43.63 GROUP 18 .................... $ 43. 73 GROUP 19 .................... $ 43.84 GROUP 20 .................... $ 43.96 GROUP 21. ................... $ 44.13 GROUP 22 .................... $ 44. 23 GROUP 23 .................... $ 44. 34 GROUP 24 .................... $ 44.46 GROUP 25 .................... $ 44.63 OPERATOR: Power Equipment (Cranes, Piledriving & Hoisting) GROUP 1 .................... $ 41.30 GROUP 2 .................... $ 42.08 GROUP 3 .................... $ 42.37 GROUP 4 .................... $ 42. 51 GROUP 5 .................... $ 42.73 GROUP 6 .................... $ 42.84 GROUP 7 .................... $ 42.96 GROUP 8 ................... ~ $ 43. 13 GROUP 9 .................... $ 43.30 GROUP 10 .................... $ 44.30 GROUP 11 .................... $ 45. 30 GROUP 12 .................... $ 46.30 GROUP 13 .................... $ 47.30 OPERATOR: Power Equipment (Tunnel Work) GROUP 1 .................... $ 41.80 GROUP 2 .................... $ 42.58 GROUP 3 .........•.......... $ 42.87 GROUP 4 .................... $ 43.01 GROUP 5 .................... $ 43.23 GROUP 6 .................... $ 43.34 GROUP 7 .................... $ 43.46 PREMIUM PAY: Fringes 23.35 23.35 23.35 23.35 23.35 23.35 23.35 23.35 23.35 23.35 23.35 23.35 23.35 23.35 23.35 23.35 23.35 23.35 23.35 23.35 23.35 23.35 23.35 23.35 23.35 23.35 23.35 23.35 23.35 23.35 23.35 23.35 23.35 23.35 23.35 23.35 23.35 23.35 23.35 23.35 23.35 23.35 23.35 23.35 $3.75 per hour shall be paid on all Power Equipment Operator 111 work on the followng Military Bases: China Lake Naval Reserve, Vandenberg AFB, Point Arguello, Seely Naval Base, Fort Irwin, Nebo Annex Marine Base, Marine Corp Logistics Base Verma, Edwards AFB, 29 Palms Marine Base and Camp Pendleton Workers required to suit up and work in a hazardous material environment: $2.00 per hour additional. Combination mixer and compressor operator on gunite work shall be classified as a concrete mobile mixer operator. SEE ZONE DEFINITIONS AFTER CLASSIFICATIONS POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1: Bargeman; Brakeman; Compressor operator; Ditch Witch, with seat or similar type equipment; Elevator operator-inside; Engineer Oiler; Fo~klift operator (includes loed, lull or similar types under 5 tons; Generator operator; Generator, pump or compressor plant operator; Pump operator; Signalman; Switchman GROUP 2: Asphalt-rubber plant operator (nurse tank operator); Concrete mixer operator-skip type; Conveyor operator; Fireman; Forklift operator (includes loed, lull or similar types over 5 tons; Hydrostatic pump operator; oiler crusher (asphalt or concrete plant); Petromat laydown machine; PJU side dum jack; Screening and conveyor machine operator (or similar types); Skiploader (wheel type up to 3/4 yd. without attachment); Tar pot fireman; Temporary heating plant operator; Trenching machine oiler GROUP 3: Asphalt-rubber blend operator; Bobcat or similar type (Skid steer); Equipment greaser (rack); Ford Ferguson (with dragtype attachments); Helicopter radioman (ground); Stationary pipe wrapping and cleaning machine operator GROUP 4: Asphalt plant fireman; Backhoe operator (mini-max or similar type); Boring machine operator; Boxman or mixerman (asphalt or concrete); Chip spreading machine operator; Concrete cleaning decontamination machine operator; Concrete Pump Operator (small portable); Drilling machine operator, small auger types (Texoma super economatic or similar types -Hughes 100 or 200 or similar types - drilling depth of 30' maximum); Equipment greaser (grease truck); Guard rail post driver operator; Highline cableway signalman; Hydra-hammer-aero stamper; Micro Tunneling· (above ground tunnel); Power concrete curing machine operator; Power concrete saw operator; Power-driven jumbo form setter operator; Power sweeper operator; Rock Wheel Saw/Trencher; Roller operator (compacting); Screed operator (asphalt or concrete); Trenching machine operator (up to 6 ft.); Vacuum or much truck GROUP 5: Equipment Greaser (Grease Truck/Multi Shift). GROUP 6: Articulating material hauler; Asphalt plant engineer; Batch plant operator; Bit sharpener; Concrete joint machine operator (canal and similar type); Concrete planer operator; Dandy digger; Deck engine operator; Derrickman (oilfield type); Drilling machine operator, 112 bucket or auger types (Calweld 100 bucket or similar types -Watson 1000 auger or similar types -Texoma 330, 500 or 600 auger or similar types -drilling depth of 45' maximum); Drilling machine operator; Hydrographic seeder machine operator (straw, pulp or seed), Jackson track maintainer, or similar type; Kalamazoo Switch tamper, or similar type; Machine tool operator; Maginnis internal full slab vibrator, Mechanical berm, curb or gutter(concrete or asphalt); Mechanical finisher operator (concrete, Clary-Johnson-Bidwell or similar); Micro tunnel system (below ground); Pavement breaker operator (truck mounted); Road oil mixing machine operator; Roller operator (asphalt or finish), rubber-tired earth moving equipment (single engine, up to and including 25 yds. struck); Self-propelled tar pipelining machine operator; Skiploader operator (crawler and wheel type, over 3/4 yd. and up to and including 1-1/2 yds.); Slip form pump operator (power driven hydraulic lifting device for concrete forms); Tractor operator-bulldozer, tamper-scraper (single engine, up to 100 h.p. flywheel and similar types, up to and including D-5 and similar types); lugger hoist operator (1 drum); Ultra high pressure waterjet cutting tool system operator; Vacuum blasting machine operator GROUP 8: Asphalt or concrete spreading operator (tamping or finishing); Asphalt paving machine operator (Barber Greene or similar type); Asphalt-rubber distribution operator; Backhoe operator (up to and including 3/4 yd.), small ford, Case or similar; Cast-in-place pipe laying machine operator; Combination mixer and compressor operator (gunite work); Compactor operator (self-propelled); Concrete mixer operator (paving); Crushing plant operator; Drill Doctor; Drilling machine operator, Bucket or auger types (Calweld 150 bucket or similar types -Watson 1500, 2000 2500 auger or similar types -Texoma 700, 800 auger or similar types - drilling depth of 60' maximum); Elevating grader operator; Grade checker; Gradall operator; Grouting machine operator; Heavy-duty repairman; Heavy equipment robotics operator; Kalamazoo balliste regulator or similar type; Kolman belt loader and similar type; Le Tourneau blob compactor or similar type; Loader operator (Athey, Euclid, Sierra and similar types); Mobark Chipper or similar; Ozzie padder or similar types; P.C. slot saw; Pneumatic concrete placing machine operator (Hackley-Presswell or similar type); Pumpcrete gun operator; Rock Drill or similar types; Rotary drill operator (excluding caisson type); Rubber-tired earth-moving equipment operator (single engine, caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds. up to and including 50 cu. yds. struck); Rubber-tired earth-moving equipment operator (multiple engine up to and including 25 yds. struck); Rubber-tired scraper operator (self-loading paddle wheel type-John Deere, 1040 and similar single unit); Self- propelled curb and gutter machine operator; Shuttle buggy; Skiploader operator (crawler and wheel type over 1-1/2 yds. up to and including 6-1/2 yds.); Soil remediation plant operator; Surface heaters and planer operator; Tractor compressor drill combination operator; Tractor operator (any type larger than D-5 -100 flywheel h.p. and over, or similar-bulldozer, tamper, scraper and push tractor single engine); Tractor operator (boom attachments), Traveling 113 pipe wrapping, cleaning and bendng machine operator; Trenching machine operator (over 6 ft. depth capacity, manufacturer's rating); trenching Machine with Road Miner attachment (over 6 ft depth capacity): Ultra high pressure waterjet cutting tool system mechanic; Water pull (compaction) operator GROUP 9: Heavy Duty Repairman GROUP 10: Drilling machine operator, Bucket or auger types {Calweld 200 B bucket or similar types-Watson 3000 or 5000 auger or similar types-Texoma 900 auger or similar types-drilling depth of 105' maximum); Dual drum mixer, dynamic compactor LDC350 (or similar types); Monorail locomotive operator (diesel, gas or electric); Motor patrol-blade operator (single engine); Multiple engine tractor operator (Euclid and similar type-except Quad 9 cat.); Rubber-tired earth-moving equipment operator (single engine, over 50 yds. struck); Pneumatic pipe ramming tool and similar types; Prestressed wrapping machine operator; Rubber-tired earth-moving equipment operator (single engine, over 50 yds. struck); Rubber tired earth moving equipment operator (multiple engine, Euclid, caterpillar and similar over 25 yds. and up to 50 yds. struck), Tower crane repairman; Tractor loader operator (crawler and wheel type over 6-1/2 yds.); Woods mixer operator (and similar Pugmill equipment) GROUP 11: Heavy Duty Repairman -Welder Combination, Welder - Certified. GROUP 12: Auto grader operator; Automatic slip form operator; Drilling machine operator, bucket or auger types (Calweld, auger 200 CA or similar types -Watson, auger 6000 or similar types -Hughes Super Duty, auger 200 or similar types -drilling depth of 175' maximum); Hoe ram or similar with compressor; Mass excavator operator less tha 750 cu. yards; Mechanical finishing machine operator; Mobile form traveler operator; Motor patrol operator (multi-engine); Pipe mobile machine operator; Rubber-tired earth-moving equipment operator (multiple engine, Euclid, Caterpillar and similar type, 'over 50 cu. yds. struck); Rubber-tired self-loading scraper operator (paddle-wheel-auger type self-loading -two (2) or more units) GROUP 13: Rubber-tired earth-moving equipment operator operating equipment with push-pull system (single engine, up to and including 25 yds. struck) GROUP 14: Canal liner operator; Canal trimmer operator; Remote-control earth-moving equipment operator (operating a second piece of equipment: $1.00 per hour additional); Wheel excav~tor operator (over 750 cu. yds.) GROUP 15: Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (single engine, Caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds. and up to and including 50 - yds. struck); Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (multiple engine-up to and including 25 yds. struck) 114 GROUP 16: Rubber-tired earth-moving equipment operator, ' operating equipment with push-pull system (single engine, over 50 yds. struck); Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (multiple engine, Euclid, Caterpillar and similar, over 25 yds. and up to 50 yds. struck) GROUP 17: Rubber-tired earth-moving equipment operator, operating equipm~nt with push-pull system (multiple engine, Euclid, Caterpillar and similar, over 50 cu. yds. struck); Tandem tractor operator (operating crawler type tractors in tandem -Quad 9 and similar type) GROUP 18: Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units - single engine, up to and including 25 yds. struck) GROUP 19: Rotex concrete belt operator (or similar types); Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units -single engine, Caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds.and up to and including 50 cu. yds. struck); Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units -multiple engine, up to and including 25 yds. struck) GROUP 20: Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units - single engine, over 50 yds. struck); Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps, and similar types in any combination, excluding compaction units -multiple engine, Euclid, Caterpillar and similar, over 25 yds. and up to 50 yds. struck) GROUP 21: Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units - multiple engine, Euclid, Caterpillar and similar type, over 50 cu. yds. struck) GROUP 22: Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system (single engine, up to and including 25 yds. struck) GROUP 23: Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system (single engine, Caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds. and up to and including 50 yds. struck); Rubber-tired earth-moving equipment operator, operating with the tandem push-pull system (multiple engine, up to and including 25 yds. struck) GROUP 24: Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system 115 (single engine, over 50 yds. struck); Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system (multiple engine~ Euclid, Caterpillar and similar, over 25 yds. and up to 50 yds. struck) GROUP 25: Concrete pump operator-truck mounted; Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system (multiple engine, Euclid, Caterpillar and similar type, over 50 cu. yds. struck) CRANES, PILEDRIVING AND HOISTING EQUIPMENT CLASSIFICATIONS GROUP 1: Engineer oiler; Fork lift operator (includes loed, lull or similar types) GROUP 2: Truck crane oiler GROUP 3: A-frame or winch truck operator; Ross carrier operator (jobsite) GROUP 4: Bridge-type unloader and turntable operator; Helicopter hoist operator GROUP 5: Hydraulic boom truck; Stinger crane (Austin-Western or similar type); lugger hoist operator (1 drum) GROUP 6: Bridge crane operator; Cretor crane operator; Hoist operator (Chicago boom and similar type); Lift mobile operator; Lift slab machine operator (Vagtborg and similar types); Material hoist and/or manlift operator; Polar gantry crane operator; Self Climbing scaffold (or similar type); Shovel, backhoe, dragline, clamshell operator (over 3/4 yd. and up to 5 cu. yds. mrc); lugger hoist operator GROUP 7: Pedestal crane operator; Shovel, backhoe, dragline, clamshell operator (over 5 cu. yds. mrc); Tower crane. repair; Tugger hoist operator (3 drum) GROUP 8: Crane operator (up to and including 25 ton capacity); Crawler transporter operator; Derrick barge operator (up to and including 25 ton capacity); Hoist operator, stiff legs, Guy derrick or similar type (up to and including 25 ton capacity); Shovel, backhoe, dragline, clamshell operator (over 7 cu. yds., M.R.C.) GROUP 9: Crane operator (over 25 tons and up to and including 50 tons mrc); Derrick barge operator (over 25 tons up to and including 50 tons mrc); Highline cableway operator; Hoist operator, stiff legs, Guy derrick or similar type (over 25 tons up to and including 50 tons mrc); K-crane operator; Polar crane operator; Self erecting tower crane operator maximum lifting capacity ten tons GROUP 10: Crane operator (over 50 tons and up to and including 100 tons mrc); Derrick barge operator (over 50 tons up to and including 100 tons mrc); Hoist operator, stiff legs, Guy derrick or similar type (over 50 tons up to and including 100 tons mrc), Mobile tower crane operator (over 50 tons, up to and including 100 tons M.R.C.); Tower crane operator and tower gantry 116 GROUP 11: Crane operator (over 100 tons and up to and including 200 tons mrc); Derrick barge operator (over 100 tons up to and including 200 tons mrc); Hoist operator, stiff legs, Guy derrick or similar type (over 100 tons up to and including 200 tons mrc); Mobile tower crane operator (over 100 tons up to and including 200 tons mrc) GROUP 12: Crane operator (over 200 tons up to and including 300 tons mrc); Derrick barge operator (over 200 tons up to and including 300 tons mrc); Hoist operator, stiff legs, Guy derrick or similar type (over 200 tons, up to and including 300 tons mrc); Mobile tower crane operator (over 200 tons, up to and including 300 tons mrc) GROUP 13: Crane operator (over 300 tons); Derrick barge operator (over 300 tons); Helicopter pilot; Hoist operator, stiff legs, Guy derrick or similar type (over 300 tons); Mobile tower crane operator (over 300 tons) TUNNEL CLASSIFICATIONS GROUP 1: Skiploader (wheel type up to 3/4 yd. without attachment) GROUP 2: Power-driven jumbo form setter operator GROUP 3: Dinkey locomotive or motorperson (up to and including 10 tons) GROUP 4: Bit sharpener; Equipment greaser (grease truck); Slip form pump operator (power-driven hydraulic lifting device for concrete forms); lugger hoist operator (1 drum); Tunnel locomotive operator (over 10 and up to and including 30 tons) GROUP S: Backhoe operator (up to and including 3/4 yd.); Small Ford, Case or similar; Drill doctor; Grouting machine operator; Heading shield operator; Heavy-duty repairperson; Loader operator (Athey, Euclid, Sierra and similar types); Mucking machine operator (1/4 yd., rubber-tired, rail or track type); Pneumatic concrete placing machine operator (Hackley-Presswell or similar type); Pneumatic heading shield (tunnel); Pumpcrete gun operator; Tractor compressor drill combination operator; lugger hoist operator (2 drum); Tunnel locomotive operator (over 30 tons) GROUP 6: Heavy Duty Repairman GROUP 7: Tunnel mole boring machine operator ENGINEERS ZONES $1.00 additional per hour for all of IMPERIAL County and the portions of KERN, RIVERSIDE & SAN BERNARDINO Counties as defined below: That area within the following Boundary: Bernardino County, approximately 3 miles of I-15 and the California State line at the NW corner of Section 1, T17N,m R14E, Begin in San NE of the intersection that point which is San Bernardino 117 Meridian. Continue W in a straight line to that point which is the SW corner of the northwest quarter of Section 6, T27S, R42E, Mt. Diablo Meridian. Continue North to the intersection with the Inyo County Boundary at that point which is the NE corner of the western half of the northern quarter of Section 6, T25S, R42E, MDM. Continue W along the Inyo and San Bernardino County boundary until the intersection with Kern County, as that point which is the SE corner of Section 34, T24S, R40E, MDM. Continue W along the Inyo and Kern County boundary until the intersection with Tulare County, at that point which is the SW corner of the SE quarter of Section 32, T24S, R37E, MDM. Continue W along the Kern and Tulare County boundary, until that point which is the NW corner of T25S, R32E, MDM. Continue S following R32E lines to the NW corner of T31S, R32E, MDM. Continue W to the NW corner of T31S, R31E, MDM. Continue S to the SW corner of T32S, R31E, MDM. Continue W to SW corner of SE quarter of Section 34, T32S, R30E, MDM. Continue S to SW corner of TllN, R17W, SBM. Continue E along south boundary of TllN, SBM to SW corner of TllN, R7W, SBM. Continue S to SW corner of T9N, R7W, SBM. Continue E along south boundary of T9N, SBM to SW corner of T9N, RlE, SBM. Continue S along west boundary of RlE, SMB to Riverside County line at the SW corner of TlS, RlE, SBM. Continue E along south boundary of Tls, SBM (Riverside County Line) to SW corner of TlS, R10E, SBM. Continue S along west boundary of R10E, SBM to Imperial County line at the SW corner of T8S, R10E, SBM. Continue W along Imperial and Riverside county line to NW corner of T9S, R9E, SBM. Continue S along the boundary between Imperial and San Diego Counties, along the west edge of R9E, SBM to the south boundary of Imperial County/California state line. Follow the California state line west to Arizona state line, then north to Nevada state line, then continuing NW back to start at the point which is the NW corner of Section 1, T17N, R14E, SBM $1.00 additional per hour for portions of SAN LUIS OBISPO, KERN, SANTA BARBARA & VENTURA as defined below: That area within the following Boundary: Begin approximately 5 miles north of the community of Cholame, on the Monterey County and San Luis Obispo County boundary at the NW corner of T25S, R16E, Mt. Diablo Meridian. Continue south along the west side of R16E to the SW corner of T30S, R16E, MDM. Continue E to SW corner of T30S, R17E, MDM. Continue S to SW corner of T31S, R17E, MDM. Continue E to SW corner of T31S, R18E, MDM. Continue S along West side of R18E, MDM as it crosses into San Bernardino Meridian numbering area and becomes R30W. Follow the west side of R30W, SBM to the SW corner of T9N, R30W, SBM. Continue E along the south edge of T9N, SBM to the Santa Barbara County and Ventura County boundary at that point whch is the SW corner of Section 34.T9N, R24W, SBM, continue S along the Ventura County line to that point which is the SW corner of the SE quarter of Section 32, T7N, R24W, SBM. Continue E along the south edge of T7N, SBM to the SE corner to T7N, R21W, SBM. Continue N along East side of R21W, SBM to Ventura County and Kern County boundary at the NE corner of T8N, R21W. Continue W along the Ventura County and Kern County boundary to the SE corner of T9N, R21W. Continue North along the East edge of R21W, SBM to the NE corner of T12N, R21W, SBM. Continue West along the north edge of T12N, SBM to the SE corner of T32S, R21E, MDM. [T12N SBM is a think strip between TllN SBM 118 and T32S MDM]. Continue North along the East side of R21E, MDM to the Kings County and Kern County border at the NE corner of T25S, R21E, MDM, continue West along the Kings County and Kern County Boundary until the intersection of San Luis Obispo County. Continue west along the Kings County and San Luis Obispo County boundary until the intersection with Monterey County. Continue West along the Monterey County and San Luis Obispo County boundary to the beginning point at the NW corner of T25S, R16E, MDM. $2.00 additional per hour for INYO and MONO Counties and the Northern portion of SAN BERNARDINO County as defined below: That area within the following Boundary: Begin at the intersection of the northern boundary of Mono County and the California state line at the point which is the center of Section 17, T10N, R22E, Mt. Diablo Meridian. Continue S then SE along the entire western boundary of Mono County, until it reaches Inyo County at the point which is the NE corner of the Western half of the NW quarter of Section 2, T8S, R29E, MDM. Continue SSE along the entire western boundary of Inyo County, until the intersection with Kern County at the point which is the SW corner of the SE 1/4 of Section 32, T24S, R37E, MOM. Continue E along the Inyo and Kern County boundary until the intersection with San Bernardino County at that point which is the SE corner of section 34, T24S, R40E, MDM. Continue E along the Inyo and San Bernardino County boundary until the point which is the NE corner of the Western half of the NW quarter of Section 6, T25S, R42E, MDM. Continue S to that point which is the SW corner of the NW quarter of Section 6, T27S, R42E, MDM. Continue E in a straight line to the California and Nevada state border at the point which is the NW corner of Section 1, T17N, R14E, San Bernardino Meridian. Then continue NW along the state line to the starting point, which is the center of Section 18, T10N, R22E, MDM. REMAINING AREA NOT DEFINED ABOVE RECIEVES BASE RATE ENGI0012-004 08/01/2015 OPERATOR: Power Equipment (DREDGING) Rates (1) Leverman ................ $ 49.50 (2) Dredge dozer ............ $ 43.53 (3) Deckmate ................ $ 43.42 (4) Winch operator (stern winch on dredge) ............ $ 42.87 (5) Fireman-Oiler, Deckhand, Bargeman, Leveehand ................... $ 42.33 (6) Barge Mate .............. $ 42.94 IRON0377-002 07/01/2015 Rates Fringes 23.60 23.60 23.60 23.60 23.60 23.60 Fringes 119 Ironworkers: Fence Erector ............... $ 27.08 20.21 Ornamental, Reinforcing and Structural .............. $ 33.50 28.85 PREMIUM PAY: $6.00 additional per hour at the following locations: China Lake Naval Test Station, Chocolate Mountains Naval Reserve-Niland, Edwards AFB, Fort Irwin Military Station, Fort Irwin Training Center-Goldstone, San Clemente Island, San Nicholas Island, Susanville Federal Prison, 29 Palms -Marine Corps, U.S. Marine Base -Barstow, U.S. Naval Air Facility -Sealey, Vandenberg AFB $4.00 additional per hour at the following locations: Army Defense Language Institute -Monterey, Fallon Air Base, Naval Post Graduate School -Monterey, Verma Marine Corps Logistics Center $2.00 additional per hour at the following locations: Port Hueneme, Port Mugu, U.S. Coast Guard Station -Two Rock LAB00300-005 01/01/2014 Rates Fringes Asbestos Removal Laborer ......... $ 28.00 15.25 SCOPE OF WORK: Includes site mobilization, initial site cleanup, site preparation, removal of asbestos-containing material and toxic waste, encapsulation, enclosure and disposal of asbestos-containing materials and toxic waste by hand or with equipment or machinery; scaffolding, \ fabrication of temporary wooden barriers and assembly of decontamination stations. LAB00345-001 07/01/2014 Rates LABORER (GUNITE) GROUP 1 ..................... $ 34. 79 GROUP 2 ..................... $ 33.84 GROUP 3 ..................... $ 30.30 Fringes 17.92 17.92 17.92 FOOTNOTE: GUNITE PREMIUM PAY: Workers working from a Bosn'n's Chair or suspended from a rope or cable shall receive 40 cents per hour above the foregoing applicable classification rates. Workers doing gunite and/or shotcrete work in a tunnel shall receive 35 cents per hour above the foregoing applicable classification rates, paid on a portal-to-portal basis. Any work performed on, in or above any smoke stack, silo, storage elevator or similar type of structure, when such structure is in excess of 120 75'-0" above base level and which work must be performed in whole or in part more than 75'-0" above base level, that work performed above the 75'-0" level shall be compensated for at 35 cents per hour above the applicable classification wage rate. GUNITE LABORER CLASSIFICATIONS GROUP 1: Rodmen, Nozzlemen GROUP 2: Gunmen GROUP 3: Reboundmen LAB00585-001 08/01/2015 Rates LABORER (TUNNEL) GROUP 1. .................... $ 35. 74 GROUP 2 ..................... $ 36.06 GROUP 3 ..................... $ 36.52 GROUP 4 ..................... $ 37.21 LABORER GROUP 1 ..................... $ 31.39 GROUP 2 .......... :-.......... $ 31.94 GROUP 3 ..................... $ 32.49 GROUP 4 ..................... $ 34.04 GROUP 5 ..................... $ 34. 39 LABORER CLASSIFICATIONS Fringes 16.48 16.48 16.48 16.48 16.78 16.78 16.78 16.78 16.78 GROUP 1: Cleaning and handling of panel forms; Concrete screeding for rough strike-off; Concrete, water curing; Demolition laborer, the cleaning of'brick if performed by a worker performing any other phase of demolition work, and the cleaning of lumber; Fire watcher, limber, brush loader, piler and debris handler; Flag person; Gas, oil and/or water pipeline laborer; Laborer, asphalt-rubber material loader; Laborer, general or construction; Laborer, general clean-up; Laborer, landscaping; Laborer, jetting; Laborer, temporary water and air lines; Material hose operator (walls, slabs, floors and decks); Plugging, filling of shee bolt holes; Dry packing of concrete; Railroad maintenance, repair track person and road beds; Streetcar and railroad construction track laborers; Rigging and signaling; Scaler; Slip form raiser; Tar and mortar; Tool crib or tool house laborer; Traffic control by any method; Window cleaner; Wire mesh pulling -all concrete pouring operations GROUP 2: Asphalt shoveler; Cement dumper (on 1 yd. or larger mixer and handling bulk cement); Cesspool digger and installer; Chucktender; Chute handler, pouring concrete, the handling of the chute from readymix trucks, such as walls, slabs, decks, floors, foundation, footings, curbs, gutters and sidewalks; Concrete curer, impervious membrane and form oiler; Cutting torch operator (demolition); Fine grader, highways and street paving, airport, runways and similar type heavy construction; Gas, oil and/or water pipeline wrapper -pot tender and form person; Guinea 121 chaser; Headerboard person -asphalt; Laborer, packing rod steel and pans; Membrane vapor barrier installer; Power broom sweeper (small); Riprap stonepaver, placing stone or wet sacked concrete; Rota scraper and tiller; Sandblaster (pot tender); Septic tank digger and installer(lead); Tank scaler and cleaner; Tree climber, faller, chain saw operator, Pittsburgh chipper and similar type brush shredder; Underground laborer, including caisson bellower GROUP 3: Buggymobile person; Concrete cutting torch; Concrete pile cutter; Driller, jackhammer, 2-1/2 ft. drill steel or longer; Dri-pak-it machine; Gas, oil and/or water pipeline wrapper, 6-in. pipe and over, by any method, inside and out; High scaler (including drilling of same); Hydro seeder and similar type; Impact wrench multi-plate; Kettle person, pot person and workers applying asphalt, lay-kold, creosote, lime caustic and similar type materials ("applying" means applying, dipping, brushing or handling of such materials for pipe wrapping and waterproofing); Operator of pneumatic, gas, electric tools, vibrating machine, pavement breaker, air blasting, come-alongs, and similar mechanical tools not separately classified herein; Pipelayer's backup person, coating, grouting, making of joints, sealing, caulking, diapering and including rubber gasket joints, pointing and any and all other services; Rock slinger; Rotary scarifier or multiple head concrete chipping scarifier; Steel headerboard and guideline setter; Tamper, Barko, Wacker-and similar type; Trenching machine, hand-propelled GROUP 4: Asphalt raker, .lute person, ironer, asphalt dump person, and asphalt spreader boxes (all types); Concrete core cutter (walls, floors or ceilings), grinder or sander; Concrete saw person, cutting walls or flat work, scoring old or new concrete; Cribber, shorer, lagging, sheeting and trench bracing, hand-guided lagging hammer; Head rock slinger; Laborer, asphalt-rubber distributor boot person; Laser beam in connection with laborers' work; Oversize concrete vibrator operator, 70 lbs. and over; Pipelayer performing all services in the laying and installation of pipe from the point of receiving pipe in the ditch until completion of operation, including any and all forms of tubular material, whether pipe, metallic or non-metallic, conduit and any other stationary type of tubular device used for the conveying of any substance or element, whether water, sewage, solid gas, air, or other product whatsoever and without regard to the nature of material from which the tubular material is fabricated; No-joint pipe and stripping of same; Prefabricated manhole installer; Sandblaster (nozzle person), water blasting, Porta Shot-Blast GROUP 5: Blaster powder, all work of loading holes, placing and blasting of all powder and explosives of whatever type, regardless of method used for such loading and placing; Driller: All power drills, excluding jackhammer, whether core, diamond, wagon, track, multiple unit, and any and all other types of mechanical drills without regard to the form of motive power; Toxic waste removal TUNNEL LABORER CLASSIFICATIONS 122 GROUP 1: Batch plant laborer; Changehouse person; Dump person; Dump person (outside); Swamper (brake person and switch person on tunnel work); Tunnel materials handling person; Nipper; Pot tender, using mastic or other materials (for example, but not by way of limitation, shotcrete, etc.) GROUP 2: Chucktender, ~abletender; Loading and unloading agitator cars; Vibrator person, jack hammer, pneumatic tools (except driller); Bull gang mucker, track person; Concrete crew, including rodder and spreader GROUP 3: Blaster, driller, powder person; Chemical grout jet person; Cherry picker person; Grout gun person; Grout mixer person; Grout pump person; Jackleg miner; Jumbo person; Kemper and other pneumatic concrete placer operator; Miner, tunnel (hand or machine); Nozzle person; Operating of troweling and/or grouting machines; Powder person (primer house); Primer person; Sandblaster; Shotcrete person; Steel form raiser and setter; Timber person, retimber person, wood or steel; Tunnel Concrete finisher GROUP 4: Diamond driller; Sandblaster; Shaft and raise work LAB00585-003 07/01/2014 Rates Fringes Brick Tender ..................... $ 29.12 15.78 LAB01184-001 08/01/2015 Rates Fringes Laborers: (HORIZONTAL DIRECTIONAL DRILLING) (1) Drilling Crew Laborer ... $ 32.60 12.16 (2) Vehicle Operator/Hauler.$ 32.77 12.16 (3) Horizontal Directional Drill Operator .............. $ 34.62 12.16 (4) Electronic Tracking Locator ..................... $ 36.62 12.16 Laborers: (STRIPING/SLURRY SEAL) GROUP 1 ..................... $ 33.76 15.04 GROUP 2 ..................... $ 35.06 15.04 GROUP 3 ..................... $ 37.07 15.04 GROUP 4 ..................... $ 38.81 15.04 LABORERS -STRIPING CLASSIFICATIONS GROUP 1: Protective coating, pavement sealing, including repair and filling of cracks by any method on any surface in parking lots, game courts and playgrounds; carstops; operation of all related machinery and equipment; equipment repair technician GROUP 2: Traffic surface abrasive blaster; pot tender - removal of all traffic lines and markings by any method (sandblasting, waterblasting, grinding, etc.) and 123 preparation of surface for coatings. Traffic control person: controlling and directing traffic through both conventional and moving lane closures; operation of all related machinery and equipment GROUP 3: Traffic delineating device applicator: Layout and application of pavement markers, delineating signs, rumble and traffic bars, adhesives, guide markers, other traffic delineating devices including traffic control. This category includes all traffic related surface preparation (sandblasting, waterblasting, grinding) as part of the application process. Traffic protective delineating system installer: removes, relocates, installs, permanently affixed roadside and parking delineation barricades, fencing, cable anchor, guard rail, reference signs, monument markers; operation of all related machinery and equipment; power broom sweeper GROUP 4: Striper: layout and application of traffic stripes and markings; hot thermo plastic; tape traffic stripes and markings, including traffic control; operation of all related machinery and equipment LAB01414-001 08/05/2015 Rates LABORER PLASTER CLEAN-UP LABORER .... $ 30.16 PLASTER TENDER .............. $ 32.71 Fringes 17.11 17.11 Work on a swing stage scaffold: $1.00 per hour additional. PAIN0036-007 07/01/2015 Rates Painters: (1) Repaint Including Lead Abatement ................... $ 24.19 (2) High Iron & Steel ....... $ 30.70 (3) Journeyman Painter including Lead Abatement .... $ 28.70 (4) Industrial .............. $ 32.02 (5) All other work .......... $ 28.70 Fringes 12.83 12.83 12.83 12.83 12.83 REPAINT of any previously painted structure. Exceptions: work involving the aerospace industry, breweries, commercial recreational facilities, hotels which operate commercial establishments as part of hotel service, and sports facilities. HIGH IRON & STEEL: Aerial towers, towers, radio towers, smoke stacks, flag poles (any flag poles that can be finished from the ground with a ladder excluded), elevated water towers, steeples and domes in their entirety and any other extremely high and hazardous work, cooning steel, bos'n chair, or other similar devices, painting in other high hazardous work shall be classified as high iron & steel 124 PAIN0036-008 10/01/2015 Rates Fringes DRYWALL FINISHER/TAPER ........... $ 36.18 16.82 PAIN0036-015 06/01/2015 Rates Fringes GLAZIER .......................... $ 40. 70 20.92 FOOTNOTE: Additional $1.25 per hour for work in a condor, from the third (3rd) floor and up Additional $1.25 per hour for work on the outside of the building from a swing stage or any suspended contrivance, from the ground up PAIN1247-002 01/01/2015 Rates SOFT FLOOR LAYER ................. $ 29.85 PLAS0200-009 08/05/2015 Rates PLASTERER ........................ $ 38.44 PLAS0500-002 07/01/2015 Rates CEMENT MASON/CONCRETE FINISHER ... $ 32.30 PLUM0016-001 07/01/2015 PLUMBER/PIPE FITTER Plumber and Pipefitter All other work except work on new additions and remodeling of bars, restaurant, stores and commercial buildings not to exceed 5,000 sq. ft. of floor space and work on strip malls, light commercial, tenant improvement and remodel Rates work ....................... $ 45.96 Work ONLY on new additions and remodeling of bars, restaurant, stores and commercial buildings not to exceed 5,000 sq. ft. of floor space ................. $ 44.54 Fringes 13.56 Fringes 13.77 Fringes 20.65 Fringes 20.71 19.73 125 Work ONLY on strip malls, light commercial, tenant improvement and remodel work ........................ $ 35. 16 PLUM0345-001 07/01/2014 Rates PLUMBER Landscape/Irrigation Fitter.$ 29.27 Sewer & Storm Drain Work .... $ 33.24 ROOF0036-002 08/01/2014 Rates ROOFER ........................... $ 35.02 18.06 Fringes 19.75 17.13 Fringes 13.57 FOOTNOTE: Pitch premium: Work on which employees are exposed to pitch fumes or required to handle pitch, pitch base or pitch impregnated products, or any material containing coal tar pitch, the entire roofing crew shall receive $1.75 per hour "pitch premium" pay. SFCA0669-010 07/01/2013 DOES NOT INCLUDE PORT HUENEME, PORT MUGU, THE CITY OF SANTA PAULA, AND THAT PART OF VENTURA COUNTY WITHIN 25 MILES OF THE CITY LIMITS OF LOS ANGELES: Rates Fringes SPRINKLER FITTER ................. $ 34.19 19.37 (FIRE) SFCA0709-001 01/01/2015 PORT HUENEME, PORT MUGU, THE CITY OF SANTA PAULA, AND THAT PART OF VENTURA COUNTY WITHIN 25 MILES OF THE CITY LIMITS OF LOS ANGELES: Rates Fringes SPRINKLER FITTER (Fire) .......... $ 40.46 24.17 SHEE0273-002 08/01/2015 Rates Fringes SHEET METAL WORKER ............... $ 40.50 26.67 HOLIDAYS: New Year's Day, Martin Luther King Day, President's Day, Good Friday, Memorial Day, Indepdendence Day, Labor Day, Veterans Day,Thankisgiving Day & Friday after, Christmas Day 126 TEAM0011-002 07/01/2015 Rates Fringes TRUCK DRIVER GROUP 1 ............... •.• ... $ 28.24 25.24 GROUP 2 .................... $ 28.39 25.24 GROUP 3 .................... $ 28.52 25.24 GROUP 4 .................... $ 28.71 25.24 GROUP 5 .................... $ 28.74 25.24 GROUP 6 .................... $ 28.77 25.24 GROUP 7 .................... $ 29.02 25.24 GROUP 8 .................... $ 29.27 25.24 GROUP 9 .................... $ 29.47 25.24 GROUP 10 .................... $ 29. 77 25.24 GROUP 11 .................... $ 30.27 25.24 GROUP 12 .................... $ 30.70 25.24 WORK ON ALL MILITARY BASES: PREMIUM PAY: $3.00 per hour additional. (29 palms Marine Base, Camp Roberts, China Lake, Edwards AFB, El Centro Naval Facility, Fort Irwin, Marine Corps Logistics Base at Nebo & Verma, Mountain Warfare Training Center, Bridgeport, Point Arguello, Point Conception, Vandenberg AFB] TRUCK DRIVERS CLASSIFICATIONS GROUP 1: Truck driver GROUP 2: Driver of vehicle or combination of vehicles - 2 axles; Traffic control pilot car excluding moving heavy equipment permit load; Truck mounted broom GROUP 3: Driver of vehicle or combination of vehicles - 3 axles; Boot person; Cement mason distribution truck; Fuel truck driver; Water truck - 2 axle; Dump truck, less than 16 yds. water level; Erosion control driver GROUP 4: Driver of transit mix truck, under 3 yds.; Dumpcrete truck, less than 6-1/2 yds. water level GROUP 5: Water truck, 3 or more axles; Truck greaser and tire person ($0.50 additional for tire person); Pipeline and utility working truck driver, including winch truck and plastic fusion, limited to pipeline and utility work; Slurry truck driver GROUP 6: Transit mix truck, 3 yds. or more; Dumpcrete truck, 6-1/2 yds. water level and over; Vehicle or combination of vehicles - 4 or more axles; Oil spreader truck; Dump truck, 16 yds. to 25 yds. water level GROUP 7: A Frame, Swedish crane or similar; Forklift driver; Ross carrier driver GROUP 8: Dump truck, 25 yds. to 49 yds. water level; Truck repair person; Water pull -single engine; Welder 127 GROUP 9: Truck repair person/welder; Low bed driver, 9 axles or over GROUP 10: Dump truck -50 yds. or more water level; Water pull -single engine with attachment GROUP 11: Water pull -twin engine; Water pull -twin engine with attachments; Winch truck driver -$1.25 additional when operating winch or similar special attachments GROUP 12: Boom Truck 17K and above WELDERS -Receive rate prescribed for craft performing operation to which welding is incidental. ================================================================ Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)). The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate). Union Rate Identifiers A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU'" or "UAVG" denotes that the union classification and rate were prevailing for that classification in the survey. Example: PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable; i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated ~ate, which in this example is July 1, 2014. Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate. Survey Rate Identifiers Classifications listed under the "SU" identifier indicate that 128 no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 i~dicates the survey completion date for the classifications and rates under that identifier. Survey wage rates are not updated and remain in effect until a new survey is conducted. Union Average Rate Identifiers Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier. A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based. WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can be: * * * * an existing published wage determination a survey underlying a wage determination a Wage and Hour Division letter setting forth a position on a wage determination matter a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: 129 Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator {See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Adminjstrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4.) All decisions by the Administrative Review Board are final. ================================================================ END OF GENERAL DECISION 130 APPENDIX-2 CITY OF MOORPARK SWPPP FORM 131 City of Moorpark Stormwater Pollution Control Plan Less Than One Acre* SWPCP No. -----(City Engineer/Public Works Director will assign # upon first review of SWPCP) Project is (circle one): Project Name: Project Number: Project Location: Capita I Improvement Project No.:2 Project Contractor Responsible for SWPCP Implementation: Construction Start Date: Construction Completion Date: SWPCP Prepared by: Name and Title: Company Name: Phone Number Date: Public1 Private --------------- --------------- --------------- --------------- --------------- Name/Phone Number --------------- --------------- --'--------------- --------------- --------------- *This SWPCP is required for all projects that disturb less than one acre of soil. If the project disturbs one or more acres of soil, it is subject to the State General Construction NPDES Permit and related SWPPP (see p. 68 of Ventura County Municipal Stormwater Permit, Order R4-2010-0108). One Acre equals 43,560 square feet. 1 Public refers to the City of Moorpark, not other public agencies. 2 A CIP number is assigned to Public projects administered by the City of Moorpark. 132 REQUIREMENTS FOR A STORMWA TER POLLUTION CONTROL PLAN Prior to the issuance of any construction/grading permit and/or the commencement of any clearing, grading or excavation, contractors of projects with construction activities shall prepare and submit a Stormwater Pollution Control Plan (SWPCP), on the form provided herein, for the review and approval of the City Engineer/Public Works Director or his designee. The purpose of the SWPCP is to identify potential pollutant sources that may affect the quality of discharges and to design the use and placement of Best Management Practices (BMPs) to effectively prohibit the entry of pollutants from the construction site into the storm drain system during construction. Erosion and sediment source control BMPs should be considered for both active and inactive (previously disturbed) construction areas. BMPs for wind erosion and dust control are also included. The SWPCP may require modification as the project progresses and as conditions warrant. The SWPCP shall be developed and implemented in accordance with the Ventura Countywide Stormwater Quality Management Program, National Pollutant Discharge Elimination System (NPDES) Permit No. CAS004002 (Order R4-2010-0108), and any other requirements established by the City of Moorpark. The applicant/owner is responsible for ensuring that all project contractors and subcontractors implement all applicable BMPs. Page 9 of the SWPCP template addresses requirements for BMPS/control measures to treat post-constructi'on stormwater runoff under the Ventura County Stormwater Quality Urban Impact Mitigation Plan (SQUIMP). To see if this project qualifies for SQUIMP, please call the City of Moorpark City Engineer/Public Works Director at 805-517-6285 or dklotzle@ci.moorpark.ca.us. Stormwater Pollution Control Plan for Projects Under One Acre Page 2of12 133 STORMWATER POLLUTION CONTROL PLAN Definitions: SWPCP-Stormwater Pollution Control Plan BMP -Best Management Practice The SWPCP and BMP references are from the California BMP Handbook, Construction, January 2003; and the Caltrans Stormwater Quality Handbook -Construction Site BMP Manual, March 2003. Responsible Party Information Project Owner/Developer: --------------Mai Ii n g Address: --------------,----- City: _____________ _ State: --------------Zip: --------------Phone: -------------- Contractor Information Contractor : --------------Mai Ii n g Address: _____________ _ City: --------------St ate: -------------- Zip: ---------~---­ Phone: --------------Contractor's Authorized Representative: _____________ _ Phone: ---'----~---------- Estimated Construction Start Date: --------------Estimated Construction Completion Date: -------------- Stormwater Pollution Control Plan for Projects Under One Acre Page 3of12 134 Site Map Requirements In addition to proposed construction plans, provide the following information, if applicable. • Parcel Size = square feet (one acre equals 43,560 square feet) .. Note: Before a grading permit is issued, the City of Moorpark will require proof of receipt of a Notice of Intent for the State National Pollutant Discharge Elimination System General Construction Permit for all construction projects that have a parcel size of one acre or more or that are less than one acre but the site is part of a larger common area of development or sale. • Boundary of construction site: construction area = _____ square feet. • Existing paved areas and buildings. • Areas of existing vegetation.to be protected/preserved. • Areas where it is known that toxic materials have been stored, disposed, spilled, or leaked onto the construction site. • Affected water courses, lakes, wetlands, springs, and wells. • Watershed boundary of offsite areas that drain into construction site. • Boundary of drainage area where stormwater leaves property. • Areas of soil disturbance and locations of potential soil erosion areas requiring BMPs during construction. • Areas of cut and fill. • Drainage patterns and slopes anticipated after major grading activities. • Locations of existing storm drain facilities. Types and locations of stormwater structures, controls, and/or BMPs that will be builUutilized to control stormwater pollution during construction. Provide a brief description of BMPs selected and, if appropriate, attach modified fact sheets or additional information. • Construction and erosion control material storage areas. • Temporary stockpile and construction waste storage areas. • Construction vehicle storage and service areas. The above information should be updated as needed to meet evolving construction conditions. Stormwater Pollution Control Plan for Projects Under One Acre Page 4of12 135 Inventory of Contractor's Activities and Special Conditions 1. Describe construction materials, equipment, and vehicles that will be used onsite. 2. Describe the existing soil and source description of fill material (reference or attach soils report). 3. Provide a description of special site conditions that may contribute pollutants to all discharges and how they are to be controlled. 4. Describe stormwater structures/controls on the site prior to construction and how these structures/controls will be integrated into the SWPCP to reduce sediment and other pollutants in all discharges. 5. Provide the sequence for implementation or installation or proposed BMPs. 6. List waters, other than stormwater, which will flow from the site during dry weather, the approximate amount of flow, and methods for preventing or treating these dry weather flows. 7. Hillside or Construction Discharging Directly to Sediment Impaired Waterbody -Contractor shall implement enhanced BMPs on sites located on a hillside (contains slopes that are 20% or greater) or that discharge directly to the Arroyo Simi. For a list of enhanced BMPs see Table 9 in Part 4.F.4 in the Ventura County Municipal Stormwater Permit (Order No. R4-2010-0057). The Permit may be obtained online or by request from the Public Works Senior Management Analyst (skroes@ci.moorpark.ca.us). In addition to enhanced BMPs, these types of sites must be inspected by a qualified SWPPP Developer at least weekly during the wet season and once each 24 hour period during a storm event that generates runoff from the site to identify BMPs that need maintenance to operate effectively, that have failed or could fail to operate as intended. Attach sheets if additional space is required. Stormwater Pollution Control Plan for Projects Under One Acre Page 5of12 136 Monitoring, Inspection, and Maintenance Requirements 1. Implement maintenance/repair efforts to ensure that the required BMPs are in good and effective condition. (A maintenance/repair plan is attached? o Yes D No) 2. Before start of construction and during contract annually train all site personnel responsible for installing, inspecting, and maintaining BMPs: (Training program/material attached? o Yes D No) Document training on Attachment 2. Contractor must forward copy of training record to the City Engineer/Public Works Director. 3. Keep records and document on Inspection form (Attachment 1 ): • annual inspection • pre-storm inspection • post-storm inspection Stormwater Pollution Control Plan for Projects Under One Acre Page 6of12 137 Best Management Practices -BMPs Complete the following charts. The BMPs listed may be used if applicable or adequate. Additional BMPs may apply. Please do not attach the BMP Fact Sheets referenced from the CASQA or Caltrans BMP Handbooks to the City's copy of the SWPCP; however, the BMP Fact Sheets must be attached to the SWPCP that is kept at the construction site. BMPs can be downloaded from the CASQA website www.casqa.org or Caltrans website http://www.caltrans.ca.gov. Erosion Control BMPs EC-1 or SS-1 Scheduling EC-2 or Preservation of Existing SS-2 Ve elation Sediment Control BMPs SE-1 or SC-1 SE-8 or SC-8 TC-1 Silt Fence Sandbag Barrier Stabilized Construction Entrance/Exit Non-Stormwater Mana ement NS-1 Water Conservation Practices NS-2 Dewatering Operations Waste Mana ement WM-1 Material Delivery & Storage WM-3 Stockpile Management WM-4 Spill Prevention & Control WM-5 Solid Waste Management WM-8 Concrete Waste Management WM-9 Sanitary/Septic Waste Mgmt. Additional BMPs Selected If applicable, apply Table 9 from Order No. R4-2010-0108 See Attachment 3 for BMPs required for roadbed or street paving, repaving, patching, digouts, or resurfacing roadbed surfaces. Stormwater Pollution Control Plan for Projects Under One Acre Page 7of12 138 **POST CONSTRUCTION TREATMENT CONTROL BMPS -Land Based Treatment BMPs below are from VC Technical GtJidance Manual for Stormwater Treatment Yes No Reason for Rejection Post Construction Treatment Control BMPs -Infiltration T-10* Infiltration Trench TC-10 T-9* Infiltration Basin TC-11 TC-12 Retention/Irrigation Post Construction Treatment Control BMPs -Detention & Settling T-4* Wet Detention Basin TC-20 T-5* Constructed Wetland Basin TC-21 T-3* Extended Detention Basin TC-22 Post Construction Treatment Control BMPs -Biofiltration T-2* Grass Swale Filter TC-30 Veoetated Swale T-1* Grass Strip Filter TC-31 Veoetated Buffer Strip T-7* & Porous Landscape or Pavement T-8* Detention TC-32 Bio retention Post Construction Treatment Control BMPs -Filtration T-11* Media Filter MP-40 Media Filter (Proprietary) T-6* Sand Filter TC-40 Media Filter Post Construction Treatment Control BMPs -Proprietary Devices Proprietary devices will only be considered after standard treatment control measures in the Tech. Manual (T-1 -T-11) have been rejected. The alternative measure must be suitable for the specific land use and pollutant to be removed. Please see P. 5-120 of the Technical Guidance Manual. TC-50 Water Quality Inlet MP-50 Wet Vault (Proprietary) MP-51 Vortex Separator (Proprietary) MP-52 Drain Inserts (Proprietary) Post Construction Treatment Control BMPs -Other TC-60 Multiple Systems * These are devices listed in the VC Tech Manual which the developer should consider first before considering the devices in CA BMP Handbook. Refer to SQUIMP requirements, available at www.vcstormwater.org for applicability of post-construction stormwater runoff treatment measures. This list will be updated upon adoption of the VC Municipal SW Permit Order 10-0108 Tech Manual. - Stormwater Pollution Control Plan for Projects Under One Acre Page 8of12 139 CERTIFICATION Contractor As the Contractor of record, I have selected appropriate BMPs to effectively minimize the negative impacts of this project's construction activities on stormwater quality. The project owner is aware that the selected BMPs must be installed, monitored, and maintained to ensure their effectiveness. The BMPs not selected for implementation are redundant or deemed not applicable to the proposed construction activity. Signature:-----------Date: ------------~ Owner/Developer: I certify that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who managed the system or those persons directly responsible for gathering the information, the information submitted is true, accurate, and complete. I am aware that submitting false and/or inaccurate information, failing to update the SWPCP to reflect current conditions, or failing to properly and/or adequately implement the SWPCP may result in revocation of grading and/or other permits or other sanctions provided by law. Name: ___________ ~ Title:------------- Signature:------'-------Date: ------------~ REVIEWED BY CITY: Name: -----------~ Title:------------- Signature:-----------Date: ____________ ~ Acceptance or approval of this Stormwater Pollution Control Plan in no way precludes the authority of the agency to require modification to the plan as conditions warrant nor does the agen_cy take responsibility for performance of BMPs provided for in the plan. Stormwater Pollution Control Plan for Projects Under One Acre Page 9of12 140 ATTACHMENT 1 TO SWPCP CONSTRUCTION SITE INSPECTION CHECKLIST Contractor shall complete this checklist and keep a copy with the SWPCP a minimum of: • Monthly during nonrainy season (April 16 through September 30) • Weekly during rainy season (Oct. 1 through April 15) • Before, during and after a significant rain event (.25" or greater) • All hillside sites or sites that directly discharge to Arroyo Simi must be inspected by a qualified SWPPP Developer at least weekly during the wet season and once each 24 hour period during a storm event that generates runoff from the site to identify BMPs that need maintenance to operate effectively, that have failed or could fail to operate as intended. DATE OF INSPECTION:-------------- Project Name: _____________ Contractor: _________ _ Weather Conditions during inspection: ________________ _ Compliance Date Completed Item Accomplished YES NO N/A 1 Is the site entrance stabilization adequate? 2 Are equipment/vehicles parked in designated areas and free from significant leaks? Are drip pans present as needed? 3 Are maintenance areas free from stains on the soil? 4 Are all materials stored in bins or covered in plastic and protected from stormwater? 5 Is construction waste being disposed of in proper trash containers? 6 Are concrete washout stations present and being utilized and maintained? 7 Is fugitive dust being controlled and water being used as needed? 8 Are catch basins, drainage channels, drain inlets/outlets beino protected? 9 Are erosion control measures (BMPs) identified in SWPCP in place and effective? 10 Are sediment control measures (BMPs) identified in SWPCP in place and effective? 11 If applicable, are enhanced BMPs identified in #7 on p. 5 of SWPCP being implemented as appropriate? Comments: _______________________________ _ I certify under penalty of law that this inspection is true, and I or a qualified assigned person has performed the required inspection as stated in the SWPCP. Inspector Signature Contractor Signature Stormwater Pollution Control Plan for Projects Under One Acre Page 10of12 141 ATTACHMENT 2 TO SWPCP TRAINED CONTRACTOR PERSONNEL LOG Employees and subcontractors must be trained on the SWPCP prior to start of construction and annually thereafter. Contractor shall keep original training logs in the SWPCP and forward a copy to the City Engineer/Public Works Director. Stormwater Management Training Log Project Name: Project Number/Location: Stormwater Management Topic: (check as appropriate) 0 Erosion Control 0 Sediment Control 0 Wind Erosion Control 0 Tracking Control 0 Non-stormwater management 0 Waste Management and Materials Pollution Control 0 Stormwater Sampling Specific Training Objective: Location: Date: Instructor: Telephone: Course Length (hours): Attendee Roster (attach additional forms if necessary) Name Company COMMENTS: Stormwater Pollution Control Plan for Projects Under One Acre Page 11 of 12 Phone 142 ATTACHMENT 3 TO SWPCP ROADWAY PAVING OR REPAVING OPERATIONS A project that includes roadbed or street paving, repaving, patching, digouts, or resurfacing roadbed surfaces shall include the following BMPs. 1 . Restrict paving and repaving activity to exclude periods of rainfall or predicted rainfall unless required by emergency conditions. 2. Install sand bags or gravel bags and filter fabric at all susceptible storm drain inlets and at manholes to prevent spills of paving products and tack coat. 3. Prevent the discharge of release agents including soybean oil, other oils, or diesel to the storm water drainage system or receiving waters. 4. Minimize non storm water runoff from water use for the roller and for evaporative cooling of the asphalt. 5. Clean equipment over absorbent pads, drip pans, plastic sheeting or other material to capture all spillage and dispose of properly. 6. Collect liquid waste in a container, with a secure lid, for transport to a maintenance faeility to be reused, recycled or disposed of properly. 7. Collect solid waste by vacuuming or sweeping and securing in an appropriate container for transport to a maintenance facility to be reused, recycled or disposed of properly. 8. Cover the "cold-mix" asphalt (i.e. pre-mixed aggregate and asphalt binder) with protective sheeting during a rainstorm. 9. Cover loads with tarp before haul-off to a storage site, and do not overload trucks. · 10. Minimize airborne dust by using water spray during grinding. 11. Avoid stockpiling soil, sand, sediment, asphalt material and asphalt grinding materials or rubble in or near storm water drainage system or receiving waters. 12. Protect stockpiles with a cover or sediment barriers during a rain. Stormwater Pollution Control Plan for Projects Under One Acre Page 12of12 143 GENERAL NOTES 1. GRADING SHALL BE IN ACCORDANCE WITH THE "GREEN BOOK• STANDARD SPECIACATIONS FOR PUBLIC WORKS CONSTRUCTION (SSPWC) 2012 EDITION, THE MOORPARK CITY BUll.DlNG CODE WHICH ADOPTS BY REFERENCE THE 2010 CBC ANO THE VENTURA COUNTY STANDARD LAND DEVELOPMENT SPECIACATIONS, THE PROJECT CONDITIONS OF APPROVAL. AND LAND DEVELOPMENT MANUAL. YtttEN CONFLICT EXISTS, THE MOST RESTRICTIVE STANDARD SHALL BE USED. 2. A PRECONSTRUCTION CONFERENCE OF ALL INTERESTED PARTIES SHALL 8E HElD PRIOR TO ANY CONSTRUCTION OR GRADING. 3. 4. 5. 6. 7. 8. ALL GRADED SURFACES SUBJECT TO EROSION SHALL BE PROTECTED AS APPROVED BY THE CITY ENGINEER. FINAL PROTECTION AND PLANTING SHALL BE PROll1DED AND FULLY FUNCTIONAL PRIOR TO FINAL APPROVAL OF GRADING, ISSUANCE OF A CERTIFICATE OF OCCUPANCY, OR UTILITY CLEARANCE FOR ANY BUILJDING IN THE SITE, Yttt1CHE'l1ER OCCURS ARST. BEFORE THE BEGINNING OF THE RAINY SEASON, ALL SLOPES AND GRADED AREAS SHALL BE PROTECTED TO THE SATISFACTION OF THE CITY ENGINEER. ALL DELETERIOUS MATERIAL. I.E. LUMBER, LOGS, BRUSH OR ANY OTHER ORGANIC MATERIAL OR RUBBISH, SHALL BE REMOVED FROM ALL AREAS TO RECEIVE COMPACTED ALL. UNSUITABLE MATERIAL SHALL BE REMOVED AS REQUIRED BY THE SOILS ENGINEER (AND ENGINEERING GEOLOGIST) FROM ALL AREAS TO RECEIVE COMPACTED ALL OR DRAINAGE STRUCTURES. STRICT COMPLIANCE TO REPORT RECOMMENDATIONS IS REQUIRED. OE111ATIONS REQUIRE RE111EW AND APPROVAL BY THE CITY ENGINEER. ALL AREAS TO RECEIVE COMPACTED FILL SHALL BE INSPECTED AND APPROVED BY THE SOILS ENGINEER (AND ENGINEERING GEOLOGIST) AFTER REMOVAL or UNSUITABLE MATERIAL ANO EXCAVATION or KEYWAYS AND BENCHES AND PRIOR TO PLACEMENT OF SUBSURFACE DRAINAGE SYSTEMS OR ANY ALL. ALL SOIL OR ROCK MATERIALS DEEMED UNSUITABLE FOR PLACEMENT IN COMPACTED ALL SHALL BE REMOVED FROM THE SITE. PRIOR TO USE IN COMPACTED ALL. ANY MATERIAL SUCH AS CONCRETE OR IMPORTED MATERIALS SHALL BE APPROVED BY THE SOILS ENGINEER AND CITY ENGINEER. WHERE EXCAVATED MATERIAL BEING USED AS ALL IS BLOCKY, IT SHALL 8E BROKEN INTO SUITABLE PARTICLE SIZES, NONE LARGER THAN SIX INCHES IN LARGEST DIMENSION ANO IN CONFORMANCE WITH THE 2010 CBC AND PER THE SOILS REPORT FOR THIS PROJECT. THE CITY REPRESENTATIVE SHALL DIRECT THE REMOVAL OR TREATMENT OF ANY EXISTING UNDERGROUND STRUCTURES SUCH AS SEPTIC TANKS, IRRIGATION LINES, ETC. 9. STORM DRAIN PREVENTION MEASURES OR PREVENTIVE DE'l1CES REQUIRED BY THE CITY ENGINEER SHALL BE INSTALLED BY OCTOBER 1ST AS GRADING PROGRESSES AND MAINTAINED UNTIL APRIL 15TH OF THE SUCCEEDING YEAR. SUBMITIAL OF PLANS FOR RE111EW BY THE CITY ENGINEER IS REQUIRED ONE MONTH PRIOR TO THE START OF RAINY SEASON. 10. UNLESS OTHERWISE SPECIAED, CORRUGATED STEEL PIPE (CSP) SHALL BE BITUMINOUS COATED IN ACCORDANCE WITH THE STANDARD LAND DEVELOPMENT SPECIACATIONS (Sl.DS). CSP SHALL NOT BE USED ON THE SITE WITHOUT THE APPROVAL OF THE CITY ENGINEER. 11. CONCRETE CAST IN PLACE PIPE (CCIPP) SHALL NOT BE USED ON THE SITE WITHOUT THE APPROVAL OF THE CITY ENGINEER. 12. MATERIALS FOR INTERCEPTOR DRAINS, TERRACE DRAINS, ANO DOWN DRAINS SHALL MEET STANDARD LAND DEVELOPMENT SPECIACATIONS, SUBSECTION 201-1 ANO 400 EXCEPT THAT THE CONCRETE LINED SWALES, V-OITCHES, AND PAVED TERRACE DRAINS, DOWNORAINS, BERMS, VELOCITY REDUCERS AND OTHER EROSION PROTECTION DE'l1CES SHALL BE or CLASS 470-C-2000 UNLESS OTHERWISE SPECIAED. (COLOR OF CONCRETE SHALL BE OMAHA TAN.) 13. ALL CONSTRUCTION, GRADING, STORAGE AND TRANSPORTATION ACTI111TIES WILL BE CONDUCTED IN A MANNER CONSISTENT WITH THE STORM WATER POLLUTION CONTROL PLAN/STORM WATER POLLUTION PRE'11ENTION PLAN SUBMITIEO FOR THIS PROJECT AND THE VENTURA COUNTYVt1DE STORM WATER QUALITY MANAGEMENT PROGRAM NOPES PERMIT NO. CAS004002 AND CALIFORNIA STORM WATER BEST MANAGEMENT PRACTICES (BMP'S) HAN0800KS. A COPY OF THE STORM WATER POLLUTION CONTROL PLAN AND/OR STORM WATER POLLUTION PREVENTION PLAN WILL BE ON SITE AND AVAILABLE FOR REll1EW AT ALL TIMES DURING CONSTRUCTION. 14. PRIOR TO INITIATION OF ANY WORK, ALL APPROPRIATE PERMITS WILL BE PROCURED AND COPIES PROlllDED TO THE CITY ENGINEER. 15. REGULAR WATERING OF SITE WILL BE REQUIRED TO CONTROL OUST. ALL MEASURES SHALL BE TO THE SATISFACTION OF THE CITY ENGINEER. 16. ALL CLEARING, EARTH MOlllNG OR EXCAVATION ACTilllTIES SHALL CEASE DURING PERIODS WHEN WINDS EXCEED 15 MILES PER HOUR. 17. ANY RECORDED MONUMENTS IN THE CONSTRUCTION AREA SHALL BE LOCATED AND TIED OUT AND SHALL BE PROTECTIEO IN PLACE DURING CONSTRUCTION. 18. HAUL ROUTE PERMIT ISSUED BY THE CITY OF MOORPARK SHALL BE REQUIRED FOR ALL IMPORT/EXPORT OF MORE THAN 100 TRUCK LOADS OR 1000 CUBIC YARDS, WHICHEll1ER IS LESS. 19. ALL WORK SHOWN HEREON SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE •STANDARD SPECIACATIONS FOR PUBLIC WORKS CONSTRUCTION; 2012 EDITION, AND ITS SUPPLEMENTS. 20. THE CONTRACTOR SHALL NOTIFY THE FOLLOWING 72 HOURS IN ADVANCE OF CONSTRUCTIONo UNDERGROUND SIERlllCE ALJERT CITY OF MOORPARK DIAL 811 (805) 517-6385 21. UTILITIES AND FACILITIES ABOVE AND BELOW THE GROUND ARE LOCATED FROM THE BEST AVAILABLE RECORD INFORMATION. THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR FACILITIES SHOWN ON THE PLANS FROM HARM. ATTENTION IS DIRECTED TO POSSIBLE EXISTENCE OF UNDERGROUND UTILITIES OR FACILITIES NOT KNOWN TO THE CITY OR IN A LOCATION DIFFERENT FROM THAT YtttlCH IS SHOWN ON THE PLANS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND UTILITIES ANO FACILITIES PRIOR TO DOING WORK IN ORDER TO AVOID DAMAGE OF SUCH UTILITY OR FACILITY OR INTERFERE WITH THEIR SERlllCE. 22. SURVEY MONUMENTS, PROPERTY MARKERS, AND TIE POINTS SHALL BE PRESERVED AND REFERENCED BEFORE CONSTRUCTION AND REPLACED AFTER CONSTRUCTION PURSUANT TO SECTION 8771 F THE BUSINESS AND PROFESSIONS CODE. 23. BENCHMARK DISKS SHALL NOT BE DESTROYED, OR DISTURBED UNTIL A REPLACEMENT WITH A SECOND ORDER, CLASS ONE, GEODETIC Ell.EVA TION HAS BEEN ACCEPTED BY THE CITY ENGINEER. 24. ANY EXISTING DAMAGED OR DEFACED CURB, GUTIER, OR SiDEWALK ADJACENT TO PROJECT BOUNDARY DAMAGED OR DEFACED DURING THE CONSTRUCTION OF ANY OF THE PHASES OR IMPROVEMENJS SHALL BE REMOVED ANO REPLACED PER CITY STANDARDS. ENCROACHMENT PERMIT REQUIRED THROUGH THE CITY LAND DEVELOPMENT OFFICIE. 25. APPROVAL BY THE CITY ENGINEER SHALL IN NO WAY RELIEVE THE DEVELOPER OR HIS ENGINEER FROM RESPONSIBILITY FOR THE DESIGN OF THE IMPROVEMENTS. 26. REPLACE SIGNING AND PAVEMENT MARKING IN KIND FOR PROPOSED PAVEMENT AREAS IN ADDITION TO THOSE SHOWN IN THESE PLANS. PREPARED BYo • Ptiidleld&Smllh Englneertng • SUrveylng ·Planning ·Construction Mal'\agement • 1327 Oel Norte Rood. Suite 200, Camarillo. CA 9JOIO CITY OF MOORPARK ARROYO VISTA COMMUNITY PARK RECREATIONAL TRAIL IMPROVEMENTS PACIFIC OCEAN VICINITY MAP N.T.S. LEGEND AC ew CATV C8 CF a. CLF CMP co COMM CONC CP CYP QI OS EP ELEC EUC EX FC FF ABBREVIATIONS ASPHALT CONCRETE BAOC OF WALK CABLE TV CATCH BASIN CALCULATED FROM CENTERLINE CHAIN LINK f[NCE CORRUGATED METAL PIPE CLEAN OUT COMMUNICATIONS CONCRETE CONTROL PQNT CYPRESS DRAIN INLET DOWN SPOUT EDGE OF PAVEMENT fl£Cl'RIOTY EUCALYPTUS 1REE EXISTING FACE OF WRB FlNISHED FLOOR -N- ! DRAWING INDEX 1. TITLE SHEET 2. DEMOLITION PLAN 3. DE..,DUTION PLAN 4. DEMDUTION PLAN 5. GRADING SlTE KEY MAP & CONTROL POINTS LISTING SA. SITE GRADING SHEET 6. SITE GRADING SHEET 7. SITE GRADING SHEET 8. SITE GRADING SHEET 9. SITE GRADING SHEET 10. SlTE GRADING SHEET 11. DG PATH GRADING -STA l+OD TO 8+50 12. DG PATH GRADING -STA 8+50 TO 1#75 13. DG PATH GRADING -STA 1#75 TD 20+50 14. DG PATH GRADING -STA 20+50 TO 26+ 75 15. DG PATH GRADING -STA 26+75 TO 34+75 16. DG PATH GRADING -STA 3#75 TO 40+33.14 17. CONSTRUCTION DETAILS 18. CONSTRUCTION DETAILS 19. CONSTRUCTION DETAILS 20. CONSTRUCTION DETAILS N.T.S. t.B8RE\r1ADONS CCQNI ) RCP REINFORCED CON~ PIP~ R/W RIGHT OF WAY S'LY SOUTI-IERL.Y SS so SYC TC TG TS TW UM UNK vc SANITARY SEY£R STORM DRAIN SYCAMORE TREE TOP OF CURB TOP Of CRAlE TRAFAC SIGNAL TOP OF WALL UTILITY MARK UNKNOWN \llTRIFlED ClA Y (PIPE) 11!11 DI "d'FOC .(rFH GUY (';HB 8 MB 0 GM 0 WM ®™" ®FOMH @SDMH ®sMH ®MH -BACK FLOW PREVENTER -BOl.l.ARD -DRAIN INLET -F1RE OEPARlMENT CONNECTION -FlRE H'l'DRANT -GUY-ANCHOR -HOSE BIB -MAILBOX -G...S METER -WA 1ER METER -1EL£PHONE MANHOLE -f18ER OPTIC CA8l£ MANHOLE -STORM DRAIN MANHOLE -SEWER MANHOLE -MANHOLE (UNSPECIREO) -CABl.£ TV PUUBOX -COMMUNICATION PUUSOX -+-up 0 RlSER 0 sco .....-SIGN 01GN x "'ov ®1cv ®v ®wv &.CPI !!> ~ 2529.4 -POLE -TRAfflC SIGNAL ARM -PCl.E -TRAFFIC SIGNAL -POl.£ -UTILITY -UTILITY RISER -TYPE SPECIFTED -SEWER CLEAN OUT -SIGN -SIGN W/ DOUBL£ POST -TREE -UTILITY MARK -GAS VALVE -1RRIGA110N CONTROL. VALVE -VALVE (UNSPECIREO) -WATER VALVE -CONTROL POINT -FOUND MONUMENT AS NOTED -L£ADERED SPOT ELEVATION -SPOT El£VA TION STORM WATER STATEMENT STORM WATER RUNOFF SHALL NOT DISCHARGE FROM THE CONSTRUCTION SiTE TO THE CITY STREETS OR MUNICIPAL STORM DRAIN SYSTEM WITHOUT TREATMENT BY A SUITABLE POLLUTION CONTROL DElllCE. STORM WATER RUNOFF DISCHARGES WITHOUT TREATMENT IS A lllOLATION OF THE CITY'S STORM WATER ORDINANCE. DISCHARGING ANY MATERIAL OTHER THAN UNCONTAMINATED STORM WATER RUNOFF TO THE CITY STREETS OR TO THE MUNICIPAL STORM DRAIN SYSTEM IS PROHIBITIEO AND IS A lllOLATION OF THE MUNICIPAL CODE. SITE MANAGER TO CONTACTo IBO PHONE: T80 EXISTING UTILITY NOTES 1. EXISTING UTILITY INFORMATION IS COMPILJED FROM BEST KNOWN AVAILABLE RECORD INFORMATION & DRAWINGS. PENFIELD & SMITH CANNOT GUARANTEE THE INFORMATION AS ACCURATE OR COMPLETE. 2. THE CONTRACTOR SHALL POTHOLE AND VERIFY ALL EXISTING UTILITIES WITHIN PROJECT SITE PRIOR TO CONSTRUCTION AND REPORT ANY CONFLICTS TO THE OWNER'S REPRESENTATill1E. CONTRACTOR SHALL PROPOSE ANY HORIZONTAL REALIGNMENT AND/OR VERTICAL ADJUSTMENT FOR UTILITY DESIGN TO THE OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. 3. SOME IRRIGATION PIPING AND ELECTRICAL CONDUIT LOCATIONS ARE UNKNOWN AND NOT IDENTIAED HEREON. 4. All UNDERGROUND UTILITIES OR STRUCTURES REPORTIEO BY THE OWNER OR THOSE SHOWN ON RECORDS EXAMINED ARE INOICA TED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE CONTRACTOR, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO. UNDERSTANDS THAT THEY AGREE TO ASSUME LIABILITY, AND AGREE TO HOLJD THE UNDERSIGNED HARMLESS FOR ANY LIABILITY FOR DAMAGE RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INOICA TED ON THE PUBLIC RECORDS EXAMINED, LOCA TEO AT VARIANCE WITH THAT REPORTIED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING TO WORK. SURVEYOR'S NOTES 1. MAPPING TOPOGRAPHIC MAPPING WAS COMPILJED AT A SCALE OF 1·-20', WITH A 1 FOOT CONTOUR INTERVAL. USING STANDARD PHOTOGRAMMETRIC METHODS AND PROCEDURES BY COOPER AERIAL FROM AERIAL PHOTOGRAPHY NOV. 18, 2013. SUPPLEMENTAL AELJD SURVEYS WERE PERFORMED ON 1/2/2014. 2. BASIS OF" BEARINGS AND COORDINATES BEARINGS SHOWN ON THIS MAP ARE REFERENCED TO THE CALIFORNIA COORDINATE SYSTEM, NAO 83, ZONE 5 GRID (EPOCH 2011.0), DEFINED LOCALLY BY CONTINUOUSLY OPERATING REFERENCE STATIONS OPERATED BY THE CALIFORNIA SPATIAL REFERENCE CENTER. THIS SURVEY TIED TO STATIONS TOST AND MPWO. ALL DISTANCES AND COORDINATES ARE REFERENCED TO CALIFORNIA COORDINATE SYSTEM, NAO 83, ZONE 5 GRID (EPOCH 2011.0) AND ARE EXPRESSED IN US SURVEY FOOT UNIT5. 3. El.EVA TlONS ELEVATIONS SHOWN HEREON ARE EXTPRESSED IN U.S. SURVEY FEET AND ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88), DEFINED LOCALLY BY GIPS TIES AND GEOID MODELING (GEOID09) TO CORS STATION TOST, HAlllNG AN ADJUSTED ELEVATION OF 1017.11. SEE CONTROL POINT LISTING EARTHWORK QUANTITIES CUTo __________ cu. YOS. ALL: __________ cu. YOS. EXTPORT: CU. YOS. IMPORT: CU. YOS. DISiPOSAL SITE G.P. NO. HAUL PERMIT NO.--------- l..lllllHli -BOUNDARY LINE ---------PROPERTY LINE -EASEMENT LINE -RIGHT or WAY LINE -FLOWUNE --- - - -GROUND BREAKLINE ---2521----CONTOUR LINE -CURB ----------ce<TERLJNE -EDGE or PAVEMENT -QiAINUNK/BARBWIRE FENCE -0----0---POST FENCE -D--D----WOOD FENCE -GUARD RAIL -WALL ---CTV----CABLE TV - - -COMM -- - -COMMUNICATIONS ---E----El.£CTRlC - - -me -- - -flBER OPTIC CABLE - - -IRR - - - -IRRIGATION - - -C -- - -NATURAL GAS HATQf p.UJERNS (CONSJRUCDON) ~ PERVIOUS AC PAVING -BIKE TRAIL c:J PEDESTRIAN PCC PAVING ~AC PAVING ~BlmaENTION ~ PERVIOUS PCC PAVING [==:::J DECOMPOSED GRANll[ PATii FL f'LOW LINE 0 CATV OCOMM OELEC OGAS 0 TSPB OYIPB D Jov1v -ELECTRIC PUUBOX -SPOT ELEVATION (FROM AERIAL SURVEY) - - - S - - - -SANITARY SEWER DIAL TOLL FREE 811 AT LEAST TWO DAYS BEFORE YOU DIG roe FS FTC HOPE LOL OAK OHW PB PVC FIBER OPTIC CABLE FINISHED SURFAQ: FROM TRUE CORNER HIGt DENSITY POL YETiiYl..£NE (PIPE) LAYOUT LINE OAK TREE O\/£RHEAD WIRES PULU!OX POL YlllNYL Cl<LORIOE (PIPE) DESIGNED BY: PARKS RECREATION COMMUNITY SERVICE REVIEWED BY: SOM DRAWN BY: TJS/NLA/EMF PARKS RECREATION C0Mtr.4UNITY SERVICE DATE 1-C-HE_C_K_ED_BY_:--tENGINEERlNG RElllEWED BYo •GUY-P ... -GAS PUUBOX -TRAFFIC SIGNAL PUUSOX -WATER PULLBOX -PILAS1ER -POST INDICATOR VALVE -POl...£-GUY -POLE -LIGHT CITY OF MOORPARK PARKS RECREATION GRADING PERMIT NO . ---SD ----STORM DRAIN - - -TR - - - -TRAFFIC SIGNAL - - - W - - - -WAlIR - - -OHW - - - -OVERHEAD WIRE II 11now whaf• below. Call before you dig. UUICllllODw::t:IU:Jn'~rlSllMlll~ ARROYO VISTA COMMUNITY PARK RECREATIONAL TRAIL IMPROVEMENTS PARKS, RECREATION & COMMUNITY DISTRICT SHEET __ 1 __ t::t:t========:jt:=t=:::l2~t:·~~~~~@g._t ) 981-0706 Fox: (805) 981-0251 REVISED l-:"'.B:::TF=:--:::::-;;::;--il------------ -----------6~/3_0~/_20_1_4 3/20/2015 APPROVED BY: DAVID A. KLOTZLE DATE & COMMUNITY SERVICES ENGINEERING PROJECT NO. TITLE SHEET DRAWING NO. DESCRIPTION OF REVISION R.C.E. NO. EXP. OATE DATE J LAURENTOWSKI RCE 55752 EXP 12/31/2014 14-ML-10989 144 . DEMOLITION SHEET INDEX DIAL TOLL FREE 811 AT LEAST TWO DAYS BEFORE YOU DIG -Know what's below. Call before JOU dig. !DNltoURl'(l$)tE9:11191CllLR8ll. 6 ·- ~ -N- ! PREPARED BY: • Penllald&Smllh Englnttring·Surveying ·Planning •Construction Management· 1327 Dtl Norte Rood, Suite 200. Comarillo. CA 93010 :..--·· . ->----~~::~--""'~_:_...,.L.\ // \ \ . Mu1<:ti=asr " ~/ _,..,----.::---~-~- DESIGNED BY: SOM DRAWN BY: TJS/NLA/EMF 1-CH_E_C_K_E_D_BY_: -~ENGINEERING REVIEWED BY: ~:i=t=========t=t=:t;z;;i,:::-~~~~~~t;.=t~""'iii"ll: 805) 981-0706 fox: (1115) 981-0251 RE VI SEO s=c_o_n~o'-.~M...:E~C_KS=-TR_Oc_TH=.....:6:..::3..::3=-37_...:6cc/..::3.:::0/:..:2:..::0c.14.c. 3/20/2015 APPROVED BY: DAVID A. KLOT2LE BTF DESCRIPTION OF REVISION ENGINEER'S NAME R.C.E. NO. EXP. DATE CATI: J LAURENTOWSKI RCE 55752 EXP 12/31/2014 ,..---......, \) DATE NURSERY SOCCER FIELDS \ CITY OF MOO RP ARK PARKS RECREATION & COMMUNITY SERVICES SOCCER FIELDS ~- SOFTBALL FIELD SOFTBALL FIELD GRADING PER"IT NO. ENGINEERING PROJECT NO. / \ \. "''----- HOME PUHE DEMOLITION NOTES QJ 2 1 REMOVE EXJSllNG TREE.. 0 REMOVE EXISTING LANDSCAPING. a.EAR ANO GRUB TO LIMITS SHO'Mll. RELOCATE EXISTING SOCCER GOAL POST. COORDINATE LOCATION WITH PARK FACILITIES MANAGER. REMOVE. SALVAGE ANO RELOCATE EXISTING UAPRO'IEMENT UTILITY. SAWCUT AND REMOVE O'.ISTING PAVEMENT TO LIMITS SHOWN. PROTECT-CN-Pl..ACE EXISTING PUMP HOUSE.. PROTECT-IN-Pl.ACE EXISTING TREE. REMOVE EXlSTING WOODEN FENCE. REMOVE EXISTING WOOOEN RAIL ANO POSTS.. RELOCATE EXISTING SIGN ON POST. REMOIJE EXISTING BOU.ARDS IN PL.ANTER ISLAND. REMOVE EXISTING AC PAVING PER TYPICAL SECTIONS ·A-A• ANO "'8-e•, SHEET 20. REMOVE EXISTING CON~ REMOVE EXJSTINC OJR8 TO LIMITS SHO'lt'M. REMOVE EXISTING OJR8 &: GUTIER TO LIMITS SHOWN. REMOVE, SALVAGE AND REPLACE EXISTING GATE AS DIRECTED BY CITY REPRESENTATIVE. PROTECT IN PL.ACE EXISTING POWER POLE, GUYS. AND ASSOCIA l[D APPURTENANCES. REMOVE AND RELOCATE EXISTING WATER SER"1CE. APPURTENANCES. AND FlRE HYDRANT. SEE SHEET 10 FOR RELOCATION. REMOVE EXlSllNG STRIPING TO LIMITS SHOWN. DEMOLITION LEGEND GENERAL NOTES (DEMOLITION PLAN) 1. DEMOLITION SHAU CONSIST OF FURNISHING ALL LABOR. MATERIALS AND EQUIPMENT NECESSARY TO REMOVE EXISTING STRUClURES ANO AU. OntER 06.£CTIONABL£ MATERIAL FROM THE PRo..£CT SITE.. 2. IT SHAU. BE THE CONTRACTOR'S RESPONSl81LITY TO REPLACE ANY ll'EMS DAMAGED DURING THE DEMOUTION PROCESS THAT ARE INTENDED TO REMAIN. 3. ALL EXISTING UTILITIES TO BE PROTECTED IN PLACE UNLESS OTHERWISE SHO\\t\I. 4. All. SURF ACE fEA TURES FOR EXISTING UNDERGROUND UTILITIES TO REMAIN ANO BE AO.JJSTED TO MATCH NEW nNlSH GRADE -UNLESS OTHERWISE NOTED. 5. REFER TO ELECTRICAL DRA'MNGS FOR ELECTRICAL CONDUIT DEMOLITION ANO/OR RELOCATION. 6. CONCRETE SIOEWAl...KS Will. BE REMOVED TO THE NEAREST CONSTRUCTION OR EXPANSION JOINT TO lHE LIMITS OF REMOVAL AS SHOWN ON THE PLANS. CONTRACTOR TO PROVIDE SAWCUT LOCATION PLAN FOR APPROVAL BY OWNER'S REPRESENTATIVE. 7. DEMOUTION SHAU. BE CONDUCTED TO LIMITS SHOWN &: AS RECIOIRED FOR NEW WORK. 8. THE CONTRACTOR IS REOUtRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANO SUPPORT niE UTIUTJES OR SUBSTRUCTURES FOUND AT THE SITE 'MiETHER OR NOT SHOVIN ON THE PLANS OR EXPOSED BY CONSTRUCTION. IT SHAU BE THE CONlRACTOR'S RESPONSIBILITY TO NOTIFY OWNERS CIF THE UTILITIES OR SlRUCTURES CONCERNED BEFORE STARTING WORK (72-HOURS NOTICE REQUIRED). PRIOR TO CONSTRUCTION, THE CONTRACTOR SHAU. CONTACT UNDERGROUND SERVICE ALERT (USA) TOU FREE AT 8-1-1. CONlRACTOR SHAU PROlECT AU EXISTING PROPERTIES FROM DAMAGE IN ACCORDANCE Wl1H THE SPEOACA TIONS AND SUBSECTION 7-9 OF THE SSPWC.. CONlRACTOR SHALL RESTORE AU EXISTING SURFACE ANO SUBSURFACE FACILITIES DISTURBED BY CONSlRUCTION INQ.UOING. BUT NOT UM I TED TO, TREES, LANDSCAPING, IRRIGATION, TRAILS. ASPHALT CON~ ROAD PAVING, OJRB ANO GUTTER, CROSS GUTIER, SIDEWALK, AND UTILITIES. POTHOL.£ EXfSlTNG UTlUTlES PRIOR TO CONSTRUCTION AND ADVISE O\WllER or CONFUClS. CONTACT PURVEYORS OF UTILITY SYSTEMS SUOi AS ELECTRIC, ID.EPHONE. CABLE TV, GAS OR OlliERS TO Rll.OCATE fACILITIES TO AUOW FOR THE CONSTRUCTION SHOWN ON THESE PL.ANS. EXCEPT AS OTHERWISE SHOWN THE DEPTHS or UTILITIES ARE NOT KNOWN. 9. UNLESS OTHERWISE NOTED ON DRAWINGS, AU. EXISTING WIRING, CONDUITS. JUNCTION BOXES ANO OTHER filCTRICAL DEVICES IN AREAS M1ERE NEW WQRI( OCCURS SHAU BE REMOVED, EXCEPT WHEN SUCH DEVICES ARE REQUIRED TO MAINTAIN SERVICES TO OTHER AREAS. IN SUCH CASES. CONlRACTOR SHAU. RELOCATE THESE DEVICES PER INSTRUCTIONS BY OWNER'S REPRESENTATI'VL. CAUTION: UNDERGROUND STRUCTURES ALL UNDERGROUND UTILITIES DR STRUCTURES REPORTED BY THE OWNER DR THOSE SHOWN ON RECORDS EXAMINED ARE INDICATED \\1TH THEIR APPRDXIMA TE LDCA TION AND EXTENT. THE CONTRACTOR. BY ACCEPTING THESE PLANS DR PROCEEDING \\1TH l"PROVE .. ENTS PURSUANT THERETO. UNDERSTANDS THAT THEY AGREE TO ASSUME LIABILITY, ANO AGREE TO HOLD THE UNDERSIGNED HARMLESS FDR ANY LIABILITY FDR DAMAGE RESULTING FRO.. THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED. NOT INDICATED ON THE PUBLIC RECORDS EXAi.AINED, LOCATED AT VARIANCE \\1TH THAT REPORTED DR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY "EASURES TO PROTECT THE UTILITIES DR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTDR"S RESPDNSl81UTY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING TO WORK. ARROYO VISTA COMMUNITY PARK RECREATIONAL TRAIL IMPROVEMENTS PARKS, RECREATION & COMMUNITY DISTRICT SHEEf __ 2 __ OF 20 DRAWING NO. DEMOLITION PLAN 14-ML-10989 145 SOFTBALL FIELD : __ ; ./· -.\ \ ___ ) . --/ / \ :--\" ' ·-"-:_fr_ ·-f ::/ (: L_ !- ..:.x-_ _,,::::i-.. ,-1- :~ ___ '. I ,- \ / SOCCER FIELDS \ / SOCCER FIELDS DIAL TDl.l FREE 811 AT LEAST TWO DAYS BEFORE YOU DIG II -~below. Call before you dig. Bm:llPl(ISA)<'Sll'laltfll.Fl:ml \. : .' PREPARED BY: ____ ./ ,/ • Pe113eld&Smllh Engineering· Surveying· Planning ·Construction Management· 1327 ~ Norte Rood, Suite 200, Caman1lo, CA. 93010 / -~/ _\_ - DESIGNED BY: SOM DRAWN BY: TJS/NLA/EMF 1-CH_E_C_K_E_D.;.BY_: --IENGINEERING REVIEWED BY: BTF t-:::t=t=========j=j=j:::::;~~~~~~~~;;:;;i;;~·~(~ 1-0706 Fax: (805} 981--0251 I-REVISED '--'-''---"'-====-==::.:__:6:.<./.::30"'/'-'2:.:0:_:_14 3/20/2015 APPROVED BY: DAVID A. KLOT2LE DESCRIPTION OF RE\llSION R.C.E. NO. EXP. DATE OATE J LAURENTOWSKI RCE 55752 EXP 12/31/2014 c,. --,, DATE .__,_...__ ... _ --~----· --~~_;__,_j __ -3 / 7C F ---., • /"' ~~0--X-_E-::---~«--· () 0 ('; / u \ "--------~-----: 0 "-----.. _ (', CITY OF MOORPARK PARKS RECREATION & COMMUNITY SERVICES ~-..... ( __; - .,}. ____ ___.,. ,,,-·-....., i i GRADING P£R .. IT NO. ENGINEERING PROJECT NO. DEMOLITION NOTES [D 2 1 REMOVE EXJSTING lREE. 0 REMOVE EXISTING LANDSCAPING, a.EAR AND GRUB TO LIMITS SHOWN. RELOCATE EXISTING SOCCER GOAL POST. COORDINATE LOCATION YUH PARK FAOUTIES MANAGER. REMOVE, SALVAGE.. AND REl..OCA TE EX1STING IMPRO\IEMENT UTILilY. SAWCUT AND REMOVE EXISTING PAVEMENT TO LIMITS SHOWN. PROTECT-IN-PLACE EXISTING PUMP HOUSE. PROTECT-IN-PLACE EXISTING TREE. REMOVE EXISTING WOODEN F£NCE. REMOVE EXISTING WOODEN RAIL AND POSTS. RELOCATE EXJSTING SIGN ON POST • REMOVE EXlSTING BOlLARDS IN PLANTER tSLAND. REMOVE EXISTING AC PA\1NG PER, TYPICAL SECTIONS •A-A• AND "8-e·. SHEET 20. REMOVE EXISTING CONCRETE.. REMOVE EXISTING CURB TO LIMITS SHO'M'f. REMOVE EXISTING CURB ilk GUTTER TO LIMllS 9'tOWN. REMOVE, SALVAGE.. ANO REPLACE EXISTING GA TE AS DIRECTED BY QTY REPRESENTATIVE. PROTECT IN PLACE EXISTING POWER POLE. GUYS. ANO ASSOOA TED APPURTENANCES. REMOVE ANO RELOCATE EXISTING WATER SERVICE, APPURTENANCES. AND FlRE HYDRANT. SEE SHEET 10 roo RELOCATION. REMOVE EXISTING STRIPING TO LIMITS SHOWN. DEMOLITION LEGEND t::::::::::::::~~ ~ <UAR ANO ®'8 LANOSCAANG -AC REMOVAL/AC GRIND TO 1.s· DEPrn ~ CONCRETE REMOVAL ~ SAWC:UT PAVEMENT LIMITS ~ -N- ~ SCALE: 1•=50' 50 100 150 CAUTION: UNDERGROUND STRUCTURES ALL UNDERGROUND UTILITIES DR STRUCTURES REPORTED BY THE OWNER DR THOSE SHOWN ON RECORDS EXA .. INED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE CONTRACTOR, BY ACCEPTING THESE PLANS OR PROCEEDING VtlTH IMPROVEMENTS PURSUANT THERETO. UNDERSTANDS THAT THEY AGREE TO ASSUME LIABIUlY, ANO AGREE TO HO!D THE UNDERSIGNED HAR!ILESS FDR ANY LIABILilY FOR DAMAGE RESULTING FRO.. THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TD THE UNDERSIGNED, NOT INDICATED ON THE PUBLIC RECORDS EXA .. INED, LOCATED AT VARIANCE WITH THAT REPORTED DR SHOWN ON RECORDS EXA!llNEO. THE CONTRACTOR IS REQUIRED TD TAKE DUE PRECAUTIONARY MEASURES TD PROTECT THE UTILITIES OR STRUCTURES FOUND AT THE SITE_ IT SHALL BE THE CONTRACTOR'S RESPONSIBILilY TO NOTIFY THE OWNERS OF THE UTILITIES DR STRUCTURES CONCERNED BEFORE STARTING TO WORK. ARROYO VISTA COMMUNITY PARK RECREATIONAL TRAIL IMPROVEMENTS PARKS, RECREATION & COMMUNITY DISTRICT DEMOLITION PLAN SHEET __ 3 __ OF __ 2_0_ DRAWING NO. 14-ML-10989 146 DIAL TDU. FREE 811 AT LEAST TWO DAYS BEFORE YOU OIG _ _.sbelow. Call before JOU dig. Blllll!J'l(llSA)flSllflmlc:.ua- \ \ i .. / --i:: -r--·\ -·--·\___,/ -x -1 0 0 /---~\ / ),.--- ! " \..._......._ ___ //\ , ____ _ PREPARED BY: • Panaeld&Smllh Engineering ·Surveying· Planning ·Construction Managemeit: • 1327 Oei Norte Rood. Suite 200, Coman11o. CA 93010 .,_ () 0 ./ SOCCER FIELDS DESIGNED BY: SOM DRAWN BY: TJS/NLA/EMF CHECKED BY: ENGINEERING REVIEWED BY: tj:j=========t=t=t::d~~~~~~~~~~;;-f;2~""~· :( 81-0706 F01: (805) 981-0251 REVISED --~====-==::c..__:6,_/:::.30:.</_:2::.01:..:_4 3/20/2015 APPROVED BY: DAVID A. KLOTZLE BTF DESCRIPTION OF REV1S10N R.C.E. APP'D DATE ENGINEER'S NAME R.C.E. NO. EXP. CATE CATE J LAURENTOWSKI RCE 55752 EXP 12/31/2014 ,\ DATE ' L ~----"-· -=-:...:.: ...:.= ___.:_ ...:...._ ,,__ :L.... -·--- ) . / ---· ----- ." \ / / ---- r SCAL£:: , • ::I 20' 20 40 60 1---- \ CITY OF MOORPARK PARKS RECREATION & COMMUNITY SERVICES GRADING PERMIT NO. ENGINEERING PROJECT NO. DEMOLITION NOTES QJ 2 1 REMOVE EXISTING TREE. 0 REMOVE EXISTING LANDSCAPING, a.EAR ANO GRUB ro LIMITS SHOWN. RELOCAlt: EXISTING SOCCER GOAL POST. COORDINATE LOCATION WITH PARK FACILITIES MANAGER. REMOVE. SALVAGE AND RELOCATE EXISTING IMPROVEMENT UTILITY. SAWCUT AND REMOVE EXISTING PAVEMENT TO LIMITS SHOWN. PROTECT-IN-PLACE EXISTING PUMP HOUSE. PROTECT-IN-PLACE EXISTING TREE.. REMOVE EXISTING WOODEN FENCE.. REMOVE EXISTING WOODEN RAIL ANO POSTS. RELOCATE EXISTING SIGN ON POST. REMOVE EXISTING Bou.ARDS IN PLANTER ISLAND. REMOVE EXISTING AC PAVING PER TYPICAL SECTIONS ·A-A. ANO ·e-e·. SHEET 20. REMOVE EXISTING CONCRETE. REMOVE EXISTING CURB TO LIMITS SHOWN. REMOVE EXISTING CURB &: GUTIER TO LIMITS SHOYIN. REMOVE. SALVAGE ANO REPLACE EXISTING GATE AS DIRECTED BY QTY REPRESENTATI\'E. PROTECT IN· PL.ACE EXISTING POWER POLE. GUYS, AND ASSOCIATED APPURlENANCES. REMOVE AND RELOCA lE E>OSTING WATER SERVICE. APPURTENANCES. ANO f'!RE H't'DRANT. SEE SHEET 10 FOR RELOCATION. REMOVE EXISTING STRIPING TO LIMITS SHOWN.. DEMOLITION LEGEND Cl.£AR ANO GRUB LANDSCAPING AC REMOVAl/"C GRIND TO 1.5" DEPTH CONCRETE REMOVA.L -y--SAWCUT PAVEMENT LIMITS ~ -N- ~ SCALE: 1·-so· 50 100 150 CAUTION: UNDERGROUND STRUCTURES ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR THOSE SHOWN ON RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE CONTRACTOR, BY ACCEPTING THESE PL.ANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, UNOERST ANDS THAT THEY AGREE TO ASSUME LIABIUTY, AND AGREE TO HOLD THE UNDERSIGNED HARMLESS FOR ANY LIABILITY FOR DAMAGE RESULTING FROM THE EXISTENCE or UNDERGROUND UTILITIES OR SlRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED ON THE PUBLIC RECORDS EXAMINED, LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING TO WORK. ARROYO VISTA COMMUNITY PARK RECREATIONAL TRAIL IMPROVEMENTS PARKS, RECREATION & COMMUNITY DISTRICT DEMOLITION PLAN SHEET __ 4 __ DRAWING NO. 14-ML-10989 147 DESCRIPTION OF REVISION R.C.E. APP'D DATE PREPARED BY' • PenllaldbSmllh Englneertng ·surveying• Planning • Constructton Management· 1327 Del Norte Rocxi, Suite 200, Canari11o. CA 93010 a: { 1--0706 Fax: (9l5) 981--0251 ~""=-,,,____ REVISED OESIGNEO BY' SOM DRAWN BY' T JS/NlA/EMF BTF .t.CP04 ENGINEERING REVIEWED BY' "-'-''-'--=--====----'=:..:._----'6"-/.::30:!/..:2.::0._,14 3/20/2015 APPROVED BY' Q4Vl0 A. KLOTZLE R.C.E. NO. EXP. DATE DATE J lAURENTOWSKI RCE 55752 EXP 12/31/2014 ------ CITY OF MOO RP ARK PARKS RECREATION DATE & COMMUNITY SERVICES GRADING PERMIT NO. ENGINEERING PROJECT NO. ACP06 CP07~ CP08~ CONTROL POINTS LISTING POINT NORTHING EASTING ELEVATION DESCRIPTION CP01 1923498.65 6290557.23 474.16 600 NAIL CP02 1922478.55 6290618.39 521.60 MAG NAIL CPOJ 1922492.34 6291302.00 529.04 C-NAIL CP04 1923785.60 62920JUO 483.75 600 NAIL CP05 1922522.87 6292830.78 536.42 MAG NAIL CPOS 192J790..55 6293592.12 494.44 600 NAIL ~ CP07 1923545.99 6294210.05 498.01 600 NAIL -N- CP08 1922598.16 6294342.81 557.23 MAG t..IAIL CP09 1923447.46 6291458JM 478.92 600 NAIL CP10 1923516.03 6292!M6 . .36 490.59 600 NAIL CP11 1923126.76 6290891.35 •n.20 smlBED X CP12 1923631.07 6292671.05 487.71 600 Mo\G NAIL CP13 192.l337.61 6291117.03 481.2.J 600 MAG NAIL ~ CP14 1923501.52 6291692.68 480.07 600 MAG NAIL SCAJ.£, ,·,,.100· 100 200 300 ARROYO VISTA COMMUNITY PARK RECREATIONAL TRAIL IMPROVEMENTS PARKS, RECREATION & COMMUNllY DISTRICT SHEET __ 5 __ OF~ GRADING SITE PLAN KEY MAP & CONTROL POINTS LISTING ORAW1NG NO. 14-ML-10989 148 PREPARED BY: • PalA*tbSmllh Engfneertng·Surveylng •Planning ·Construction Management· 1327 Del Norte Rood, Suite 200, Camarillo, CA 93010 DESIGNED BY: SOM - DRAWN BY: TJS/PM /EMF CHECKED BY: ENGINEERING REVIEWED BY: t:jj=========t=t=t:;*~~~~~~~g~;~~;,~~: ~( 1-0705 Fax: (805) 981-0251 REVISED -----------6~/_30~/_2_0_14 3/20/2015 APPROVED BY: £141110 A. KLOTZLE BTF DESCRIPTION OF REVISION R.C.E. APP'O DA1E ENGINEER'S NAME R.C.E. NO. EXP. OATE DATE J lAURENTOWSKI RC£ 55752 EXP 12/31/2014 DATE / / "'-.: "/ " / / "-/ ARROYO VISTA ~ RECREATION CENTER ............. DJ \ x 482.0 \ \ ~\~ I I \ ~ ',1~ I I I x 482.2 CONSTRUCTION NOTES 0 CONSTRUCT 4• PCC PA\£MENT PER DETAIL •c-, SHEET 17. 0 CONSTRUCT 5• CURB PER SPPWC Pl.AN 120-2. TYPE A1-6. 0 CONSlRUCT s· CURB WITH 1e· QJTIER PER SPPWC PL.AN 1•2. TYPE A2-6. © CONSlRUCT CROSS GUTTER PER SPP'M: PLAN 122-2. FOR STREET SLOPE LESS THAN 4%. © CONSTRUCT OJRB RAMP PER SPPWC PLAN 111-5 CASE 0, TYPE 1 AND AS MOOIFlED WITHIN THESE Pl.ANS. REFER TO GENERAL NOTE 1. SAWCUT EXISTING PA'VEMENT 2' OFFSET OF PROPOSED GUTIER EDGE 'MTH 1' WIDE x 1.~t DEEP GRIND AND TABLE-CUT GRIND. FINAi. PATQi SHAU. BE 2' WIDE AC PAVING AND 1' OVERLAY (3' WIDE PATOt TOTAL), WITH TACK COAT. SEE SECTIONS A-A ANO B-B. SHEET 20. CONSTRUCT AC PAVEMENT PER DETAIL •H•, SHEET 17. CONSTRUCT BIKE LANE Sl'RtPtNG PER CAL lRANS STANDARD PlAN A200 DETAILS 39 AND 39A. CONSlRUCT BIKE LANE MARKING PER MUTCO 2012. INSTAU. SIGNAGE PER MUTCO 2012, TYPE SHOWN ON PL.AN. CONSTRUCT 4• SCHEDULE 40 PVC IRRIGATION SL£E\'E ANO 2• B.EClRICAL CONDUIT. SAWCUT EXISTING PA~ENT WHERE SHOWN WITH 3' x 1.5· DEEP GRIND AND TABLE-WT GRIND. FlNAL PATDi SHALL BE J' WIDE AC 0"9a.AY WITH TACK COAT TO MA TDt EXrSllNG GRADE. SIMILAR TO SECTIONS A-A AHO 9-B, SHEET 20. CONSTRUCT OOUBlE YELLOW STRIPING PER CALlRANS STANDARD Pl.AN A209, DETAIL 28. PR01£CT IN Pl.ACE EXISTING OJRB AND GUTTER RELOCATE EXISTING FIRE HYDRANT INSTAU.ATION PER VCWWO STD. PLATE NO. 1. GENERAL NOTES (GRADING PLAN) 1. OJRB RAMP LENGlH SHALL BE MOOIFIED TO ACHIEVE 8.llX MAXIMUM SLOPE IF IT tS DETERMINED IN lHE FlELD lHAT THE EXISTING FlNISH GRADE EllVATIONS Will. CAUSE lHE MAXIMUM Sl<PE TO BE EXCEEDED AS SHOWN ON PLANS. MOOIFY TO MEET CBC REQUIREMENTS. 2. CONCRElE SIDEWALKS SHAU. BE REMOVED TO lHE NEAREST cctlSlRUCTION OR EXPANSION JOINT TO niE LIMITS OF REMOVAL AS SHOWN ON THE PLANS. MATCH EXISTING CONCRElE FINISH AND El.EVA TION. J. ALL TRAFFlC CON'TROL OE\flCES,. SlRIPING. ANO MARKINGS SHALL <DCFORM TO lHE CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTRa... 0£\llCES. CAL lRANS STANDARD Pl.ANS AND STANDARD SPECIFlCATIONS ANO TH£ CONlRACT DOCUMENTS. UNE TABLE LINE ~CTH DIRECllON L25 3.36 N54* 54' 38.E L26 9.53 N35' IJ' 45.W L27 30.51 SJT 36' 31•w L28 41.16 ss9· os· srw CURVE TABLE CURVE DEi.TA RADIUS ~CTH C25 90"08'24• 7.00 11.01 C26 112"09°44· 20.00 39.15 C27 33"44'37" TOO.DO 58.89 C28 rt4'1T 1.30.00 16.42 ~ -N- ! SCALE: 1·-20· 20 40 60 CITY OF MOO RP ARK GRADING PERMIT NO. ARROYO VISTA COMMUNITY PARK RECREATIONAL TRAIL IMPROVEMENTS PARKS, RECREATION & COMMUNITY DISTRICT SHEET~ PARKS RECREATION & COMMUNITY SERVICES ENGINEERING PROJECT NO. DRAWING NO. SITE GRADING SHEET 14-ML-10989 149 x 474.5 x 475.2 DESCRIPTION OF REVISION R.C.E. APP'D DATE /. FENCE TING WITH WEIR SlRUC RE. . x 480. 9 .~-~OR~ UNDERGROUN STORAGE BASON REFER TO DETAIL~ SHEET 18 x 481.4 DESIGNED BY: SOM DRAWN BY: TJS/NLA/EMF 0 0 x 480.7 x 481.5 1-CH-E_C_K_EO_BY_: --liENGINEERING REVIEWED BY: BTF 476.2 -s_ ·-·- £.cp 13 x 481.4 x 482.3 x 482.2 DATE I CONSTRUCTION NOTES 0 0) ) . 5) ·"'O \ \ x 476.61 0 CONSTRUCT PER\JIOUS AC PAVEMENT BIKE TRAIL PER DETAIL •A•. SHEET 17. © DECORATIVE FENCE PER DETAIL •p•. SHEET 19. 0 CONSTRUCT 4• PCC PA'YEMENT PER DETAIL ·e, SHEET 17 . 0 CONSTRUCT 6" CURB PER SPPWC PL.AN 120-2. TYPE A1-6. ~ ,.. "ZJ) x 4 76.5 x 476.B x 4 76.S I I I I I © CONSTRUCT 6" OJRB WllH 1 B"' QJTTER PER SPPWC PLAN 120-2. TYPE A2-6. f6\ CONSTRUCT CROSS GUTTER PER SPPWC PLAN 122-2. FOR SlREET SLOPE \:..I LESS ll-IAN 4X. rj\ CONSlRUCT CURB RAMP PER SPPWC PLAN 111-5 CASE A. TYPE 3 AND AS \.:...) MOOlflED WITHIN lHESE PLANS. REFER TO GENERAL NOTE 1. © @ CONSTRUCT CURB RAMP PER SPPWC Pl.AN 111-5 CASE 0, TYPE 1 ANO AS MOOIFlED WllHIN THESE PLANS. REFER TO GENERAL NOlE 1. SAWC:UT EXISTING PAVEMENT 2' OFFSET OF PROPOSED GUTIER EDGE WITH 1' WIDE x 1.5• DEEP GRIND AND TABLE-CUT GRIND. ANAL PATCH SHAU. BE 2' WIDE AC PAVING AND 1' OVERLAY (J" WIDE PATCH TOTAL). wmt TACK COAT. SEE SECTIONS A-A AND e-e. SHEET 20. CONSTRUCT REMOVABLE BOUARD WITH EXTERNAL PADLOCK PER DETAIL •tc•, SHEET 18. -,_ I --s --9 ,... ... w w :z: fl) CONSTRUCT CROSSWALK SlRIPING PER CALTRANS STANDARO Pl.AN RSP A24F. CONSTRUCT BIKE LANE STRtPING PER CALTRANS STANDARD Pl.AN A20D DETAILS 39 AND J9A. ~ \ \ CITY OF MOO RP ARK PARKS RECREATION & COMMUNITY SERVICES GRADING PERMIT NO. ENGINEERING PROJECT NO. w w fl) w z -..I :z: CJ ~ ~ :E ·~ J CONSTRUCT BIKE LANE MARKING PER MUTCO 2012. tNSTAU. SIGNAGE PER MUTCO 2012, TYPE SHOWN ON PLAN. SAWCUT EXISTING PAVEMENT MiERE SHOWN Wint 3' x 1.5• DEEP GRIND ANO TABLE-CUT GRIND. FINAL PATOi SHM.L BE 3' WIDE AC OVERl.A.Y Wini TACK COAT TO MATCH EXISTING GRAOE. SIMILAR TO SECTIONS A-A AND 8-8, SHEET 20. e @) @) 4• SCHEDULE 40 PVC -IRRIGATION Sl.£EVE. s• SC>IEDULE 40 PVC -IRRIGATION Sl.£EVE. J• SOtEDULE 40 P\IC -IRRlGA TION SLEEVE. GENERAL NOTES (GRADING PLAN) 1. aJRB RAMP L£NGTii SHM.L BE MOOIRED TO AOilE\'E 8.J3X MAXIMUM SUFE IF IT IS DETERMINED IN THE na.D THAT THE EXISTING FINISH GRAD£ El.£VATIONS WIU. CAUSE lHE MAXIMUM SLOPE TO BE EXCEEDED AS SHOWN ON PLANS. MOOIFY TO MEET CBC REQUIREMENTS. 2. CON~ SIDEWALKS SHALL BE REMOVED TO THE NEAREST CClllSlRUCTION OR EXPANSION JOINT TO THE LIMITS OF REMOVAL "5 SHOWN ON TiiE PLANS. MATCH EXISTTNG CONCRETE FINfSH ANO ELEVATIC»I. 3. All. TRAFflC CONTROL DEVICES. STRIPING, ANO MARKINGS SHAU. CONFORM TO THE CALIFORNIA MANUAL OF UNIFORM lRAff'IC CONTRa. DE'ACES, CM. lRANS STANDARD PLANS AND STANDARD SPECIFICATIONS AND THE CONTRACT DOCUMENTS. LINE TABLE UNEILENG1HIDIRECTION LI I 4.08 I N85" OT 46"£ CURVE TABLE CURVE DEi.TA RADIUS LENGlH Cl 45'4708" 25.80 20.62 C2 5412'13• 162.02 153.28 CJ 41'4725" 290.00 211.52 C4 2754'52" 210.00 102.31 ~ -N- ! SCA.1.£: 1"•20' 20 60 ARROYO VISTA COMMUNITY PARK RECREATIONAL TRAIL IMPROVEMENTS PARKS, RECREATION & COMMUNITY DISTRICT SHEET __ & __ OF~ DRAWING NO. SITE GRADING SHEET 1-i--ML-10989 150 I x 476.61 I I x 477.2 I x 477.4 ~__,..,,~ I I I x 4 77.3 x 477.B x 477.7 x 478.4 x 4 78.5 £ce • x 478.0 x 478.4 -s- x 479.4 x 479.3 x 478.6_5 --s-- x 4 79.8 x 480.4 x 480.2 -s- ---s---s---s---s--~ --£- DESCRIPTION OF REVISION REVISED x 492.S 4 .•• ..,.~.--~. ... ~=TY°-~-~ LINE (TYP) I \ I I \ -~-------...;;~-- DESIGNED BY' SOM DRAWN BY' TJS/NlA/EMF MATCHLINE SEE SHEET 11 1-C-H_E_C_K-ED_BY_o --.!ENGINEERING REVIEWED BY' BTF =======-'==-:..._6::.:/_:30c:/c:2:.:0c:1.:.4 3/20/2015 APPROVED BY' OAV!O A KLOTZLc DATE ENGINEER'S NAME DATE J LAURENTOWSKI RCc 55752 CXP 12/31/2014 x 480.6 479.8 x 481.2 I x 494.7 / \ x484.S 'I I 300' RADIUS x 484.8 I I I I Q) 1 ti CONSTRUCTION NOTES 0 CONSTRUCT PER'V10US AC PAVEMENT BIKE TRAIL PER DETAIL "A", SHEET 17. 0 OECORATl'WE f'ENCE PER DETAIL "P"'. SHECT 19. 0 CONSTRUCT 4" PCC PA'¥£MENT PER DETAIL "C"', SHEET 17. 0 CONSTRUCT 5• OJRB PER SPPWC PLAN 120-2. TYPE Al-6. 0 CONSTRUCT 6'" CURB WITH 18"" GUTIER PER SPPWC Pl.AN 120-2. TYPE A2-6. © CONSTRUCT CROSS GUTIER PER SPPWC PLAN 122-2. FOR STREET SLOPE L£SS THAN 4%. 0 © 0 G @ @ @ CONSlRUCT CURB RAMP PER SPPWC Pt.AN 111-5 CASE A. TYPE J ANO AS MOOJFlED WllHIN THESE PLANS. REFER TO GENERAL NOTE 1. CONSTRUCT CURB RAMP PER SPPWC Pl.AN 111-5 CASE D. TYPE 1 ANO AS MODIFIED WllHIN THESE Pl.ANS. REFER TO GENERAL NOTE 1. coNSTRUCT 18"' 'MOE PARKWAY DRAIN PER SPPWC PLAN 151-2. MOOIAED TO SL.OPE TO BIORElENTION FOREBA Y. 'MTH 2"" LOCAL DEPRESSION AT GU TIER. CONSlRUCT DUAL 8'" PVC PIPE. CONNECT TO BAO< Of PARKWAY DRAIN 'MTH CONCRETE COl..1.AR, SIMILAR TO INLET TYPE I OF PARKWAY DRAIN DETAIL CONSTRUCT DRAIN LINE 0Un.£T PER ROCK RtP-RAP SECTION E-E. SHEET 20. CONSTRUCT 12" TALL EARTHEN BERM 'MTH 2H: 1V SIDE Sl..OPES. 12"' 'MOE L£\'EL. TOP, AHO DUAL J" DRAIN LINE OU1l.£TS. CONSTRUCT MOW SlRIPS ON BOTli SIDES OF EARTHEN BERM PER DETAILS "E" ANO "F"'. SHEET 17. CONSTRUCT BIORE"TI:NTION SECTION 8-8, SHEET 18 AND THE 2011 VENTURA COUNTY lECHNICAL GUIDANCE MANUAL INF-J: BIORETENTION. CONSTRUCT 6" PERVIOUS PCC PAVEMENT PER DETAIL "D", SHEET 17. CONSTRUCT LONGllUDINAL GUTTER PER SPPWC Pl.AH 122-2. MODIFIED TO 1" FlOW DEPTH. w I ::c @) Cl) @ CONSTRUCT 10' ¥t1DE IC 4" THIO< CONCRETE INFILL WITH 6ic6-W1.4/W1.4 WYIM. LENGTH PER PLAN. SAWCUT EXISTING PAVEMENT 2' OFFSET OF PROPOSED GUTTER EDGE WITH 1• 'MOE x 1.5 .. DEEP GRIND ANO TABLE-0.JT GRIND. FlNAL PATOi SHAU BE 2' 'MOE AC PAVING AHO 1• OVERLAY (J' WIDE PATOi TOTAL). WITH TACK COAT. SEE SECTIONS A-A ANO B-8, SHEET 20. I IH Cl) I w z I :::i::c CONSTRUCT DUAL 6"" DUCTILE IRON PIPE (EPOXY COATED) CULVERT. CONSTRUCT ORYWELL PER DETAIL i", SHEET 17. CONSTRUCT REMOVABLE BOu.ARO WITH EXTERNAL PADLOCK PER OETAJL .. K", SHEET 18. @ CONSTRUCT 2' WIDE x 4' L.£NGTH ROCK RlP-RAP ENERGY DISSIPATER. PLACE 4'"'-8"' NOMINAL SIZE ROCK EMBEDDED AT l£AST HALFWAY INTO COMPACTED LAYOUT PER OTY. I CJ NATIVE SOIL FTLL SPACES AROUND LARGER ROO<. WITH SMAU£R STONES. I~ ~ @ CONSlRUCT PARKING.STAU. PER DETAIL ·w·. SHEET 1a I --... \::!) 4• SCHEDULE 40 PVC -IRRIGATION SL.EDIE.. I ,r SCHEDUt£ 40 PVC -IRRIGATION SL.EE\£. REMOVE BASE TO SUBGRAOE ANO REGRADE WlTH TOPSOIL I ~(f~1'f--......._)l I :E i~:4J:1 :::~: :=: :::::: :::.::::~;~;:~·~ A24f. 1.......__ ~ / GENERAL NOTES (GRADING PLAN) ~ ---~ •ss 11. CURB RAMP LENGTH SHALL BE MODIFIED TO AOilEVE 8.JJ:l MAXIMUM SLOPE IF ~ fl:, (FROM HOMEPLA TE) ~ x 484.3 x 483.5 ............... IT IS OETERMTNEO IN THE FlaD THAT THE EXISTING FINISH GRADE ELEVATIONS WILL CAUSE THE MAXIMUM SLOPE TO BE EXCEEDED AS SHO .. ON Pl.ANS. ~ . I MODIFY ro MEET cec REQUIREMENTS. x 484.6 ----1 -~ .... , r L.: SCALE' 1"=20' ~ 0 20 40 60 x=:--~-----~ "'s I --x~ _,_-~ _,_-_,_-_::-,--x~ ":!'. .· * llliiiiliiiim'ol6o-•4-..l...----~----~----x-...... -I -=" J CITY OF MOORPARK PARKS RECREATION & COMMUNITY SERVICES GRADING PERMIT NO. ENGINEERING PROJECT NO. ARROYO VISTA COMMUNITY PARK RECREATIONAL TRAIL IMPROVEMENTS PARKS, RECREATION & COMMUNITY DISTRICT SITE GRADING SHEET SHEET __ 7 __ DRAWING NO. 14-ML-10989 151 x 481.8 p .... ... JH :c en w w en w z -... :c u ~ :e x 482.2 PROPERTY LINE x 484.4 x 485.S x 485.6 x 485.4 x 484.3 ---1 I x 484.6 I I I f~) .. ~ r-~ I i I L __ _J x 485.4 x 485.4 PREPARED BY: • 1"8illleld6'Smllh 5 Engineerlnq·Surveyfng•Planning 4 ·Construction Management· ~ 1327 Del Norte Rood, Suite 200, Ccnnonllo, CA 93010 x 484.S 485.3 DESIGNED BY: SOM DRAWN BY: TJS/NLA/EMf CHECKED SY: BTf x 485.7 ENGINEERING REVIEWED BY: t-:=t::t=========t~tjc;~~~~~~l~"t'~~t.-;r~·~( 81-0706 Fax: (805} 981--0251 .. REVISED --'-''---"-'c--"-===--=='----'6"-/.=30::!./-=2.=01:...:.4 3/20/2015 APPROVED BY: DAVID A KLOTZLE DESCRIPTION OF REVISION R.C.E. APP'O DATE R.C.E. NO. EXP. DATE DATE J LAURENTOWSKI RCE 55752 EXP 12/31/2014 x 487.2 x 483.7 x 484.l x 484.5 485 x 4 x 487.8 x 484.7 ------------/~;,.:~~iPLATE)4864 I I x •86.3 , -* x I 1---------1-~-~---~ ~--i , , Lr-.=* I \ . '"'. I "'"" ' ' I .. ., I i I ..... , I ... .,1 , ' , I t; I I i I 1 ~ I I ..... I I l Ill ~--1 I l_/'li l ________ _L_1--=--=--t-t~ x4873 J_ ~l=~ 1-1 -x=---r ,--1-I j . ! : I l 487 3 1 I I i J- I I .----Ld- x 487.S I x 487.5 4871 I 1---1 1 I x 487.3 x 487.4 x 487.S x 487.7 CONSTRUCTION NOTES 0 CONSlRUCT PER\'IOUS AC PA~ENT Em<E" TRAIL PER DETAIL •A", SHEET 17. 0 DECORATIVE FENCE PER DETAIL -P", SHEET 19. 0 CONSlRUCT 4" PCC PA\IEMENT PER DETAIL ·c·. SHEET 17. 0 CONSTRUCT 6" CURS PER SPPWC PL.AH 120-2. TYPE A1-6. @ CONSlRUCT 6" PERVIOUS PCC PAVEMENT PER DETAIL -o·, SHEET 17. @ CONSlRUCT LONGITUDINAL GUTIER PER SPPWC PLAN 122-2. MOOIFlED TO 1• FLOW DEPlH. @ CONSlRUCT 10' WIDE x 4• 11iJQ( ~ INFILL WITH 6x6-Wl.4/Wl.4 WVIM. L£NGTH PER PLAN. €> @ SAWCUT EXISTING PA~ENT 2' OFFSET Of PROPOSED GUTIER EDGE 'MTH I' WIDE x 1.5" DEEP GRSND ANO TABLE-Q.IT GRIND. ANAL PA.TOI SHALL BE ~ 'MOE AC PA'¥1NG ANO 1' OVERLAY (S 'MOE PATQi TOTAL), WllH TACK COAT. SEE SECTIONS A-A AND 8-B. SHEET 20. CONSTRUCT QJRB RAMP PER SPPWC Pl.AN 111-5 CASE B, TYPE 1 AND AS MOOIFlEO WlnilN nfESE PLANS. REFER TO.GENERAL NOTE 1. CONSTRUCT PARKING STALL PER DETAIL -.,·, SHEET 18. @ . CONSTRUCT ACCESSlm.£ PARKING STAll. PER DETAIL "N", SHEET 18. e @) 4" SCHEDULE 40 PVC -IRRIGATlON Sl.£E\IE. "S SOiEDUl.E 40 PVC -IRRIGATION Sl.£E\IE. GENERAL NOTES (GRADING PLAN) 1. CURB RAMP LENGlH SHAU BE MOOIFlEO 10 ACHIEVE 8.3.3% MAXIMUM SLOPE IF IT IS DETERMINED IN THE FIELD THAT THE EXISTlNG F1NISH GRADE El£VA TIONS 'MU CAUSE THE MAXIMUM SLOPE TO BE EXCEEDED AS SHOWN ON PL.ANS. MOOtFY TO MEET CBC REQUIREMENTS. UNE TABLE LINE LENGTH DIRECTION LS 143.51 N75" 4/ t6t: L7 4.63 NO" 14• JB'"E: LS 16.51 N11· or 42·w L9 499.24 ssg· 17 10"[ CURVE TABLE CURVE DELTA RADIUS LENGTH C8 19"06'00. 296.76 98.9> C9 2"29'04" 326.76 14.17 C10 14i1·01· 100.00 24.75 en 15"32"36. 543.00 147.31 C12 12·43•55• 220.00 48.89 ClJ 10·41•1r 326.76 60.95 ~ -N- ~ SCALE: 1"=20' 20 40 60 CITY OF MOORPARK PARKS RECREATION GRADING PERMIT NO. ENGINEERING PROJECT NO. ARROYO VISTA COMMUNITY PARK RECREATIONAL TRAIL IMPROVEMENTS PARKS, RECREATION & COMMUNITY DISTRICT SHE£T __ 8_ SITE GRADING SHEET & COMMUNITY SER VICES DATE DRAWING NO. 14-ML-10989 152 1488.2 x 485.6 x 485.7 x 486.3 co x 486.7 ~~~~o .... CONSTRUCTION NOTES 0 CONSTRUCT PERVIOUS AC PAVEMENT BIKE lRAIL PER DETAIL •A•, SHEET 17. © DECORATIVE FENCE PER DETAn. -p•, SHEET 19. 0 CONSTRUCT 4• PCC PA\1£MENT PER DETAIL ·c·. SHEET 17. 0 CONSTRUCT s• CURB PER SPPWC Pt.AN 120-2. TYPE Al-6. © CONSTRUCT 5• OJRB Wl'TH ur GU TIER PER SPPWC PL.AN 120-2, TYPE A2-6. t;-=-==...-..======-=~===-==='"-='=><--===c-===r===:-==:;;::;:rc=:=o--==-:==:cr==-===~__,,,-_,,.----,,,-----.,,----..,._.,, w ::C-- ~~~~~~~~~~~~~~~~~~--~ .w © CONSTRUCT OJRB RAMP PER SPPWC Pl.AN 111-5 CASE D, TYPE 1 ANO AS MOOIFIED WllHIN THESE PLANS. REFER TO GENERAL NOTE 1. CONSlRUCT s· PERVIOUS PCC PAVEMENT PER DETAIL ·o·. SHEET 17. cn,, ,_ -w-- w Cl)~,~~~~ w~-~~~~ ~~~~~~~~~~~~~~~~~~~~~~~ ::c ~=peiET°:F9~~~=:::oF~~~~7ft=c~~;:::S~~~~~~~~~~;:::;;:;:;:;~ er ::E CONSTRUCTION NOTES -PHASE 8 ® CONSTRUCT AC PAVEMENT PER DETAIL -..i·. SHEET 17. '28\ CONSTRUCT CROSS GUTTER PER SPPWC PLAN 122-2. FOR STREET SLOPE \:::,/ LESS THAN 4X. ~~~~~ONGITUOINAL GUTTER PER SPPWC Pl.AN 122-2. MOOIFlED TO 1'" CONSTRUCT 6" CURB PER SPPWC PLAN 120-2. TYPE A1-6. CONSTRUCT PARKING STAU.. PER DETAIL 9M'", SHEET 18. REMOVE ANO REPLACE EXISTING CURB AND GUTTER AS NECESSARY TO TRANSITION WITH CROSS ANO LONGITUDINAL GUTIERS. SAWCUT EXISTING PAVEMENT 2' OFFSET OF PROPOSED GUTIER EDGE Wint 1' WIDE x 1.5'" DEEP GRIND AND TABLE-CUT GRIND. FlNAL PATCH SHAU. BE 2' WIDE AC PAVING AND 1' OVERLAY (J' 'MOE PATCH TOTAL), WllH TA.CK COAT. SEE SECTIONS A-A AND e-e. SHEET 20. CONSTRUCT CURB DRAIN PER SPPWC PLAN 150-3, CASE 111 INLET, MODIFIED Willi NO PARKWAY. CAST lRON PIPE SHAU. BE REPLACED wm-1 PVC SDR JS. ~~~ I I I -1 I REMOVE AND REPLACE EXISTIN ·"'' FENC£ ANOTII' ~ICV CONSTRUCT 1' SHOULDER AT BACK OF QJR8. DA YUGHT TO EXJSTTNG GRADE AT 4H:1V (TYP) ~!CV v 4RR.4 PHASE 8 IMPROVEMENTS PREPARED BYo • Penlleld&Smldl Engineering· Survl!ying • Jitanntng ·Construction Management • 1327 Del Norte Rood. Suite 200, Comcm11o. CA 93010 DESIGNED BYo SOM DRAWN BYo TJS/NLA/E..,- CHECKED BYo ENGINEERING REVIEWED BYo t:::::!::::t=========t=t==t::::~~~~~~(f'J~';:~~~'?,""'~'~(~ 1-0706 fax: (605) 981-0251 REVISED ---~~'--"'---~~-~6/'-'30"'-/2"'0'-1-'4 3/20/2015 APPROVED BYo OAVID A. KLDTZLE BTF DESCRIPTION OF REVISION R.C.E. APP'D DATE R.C.E. NO. EXP. DATE DATE J LAURENTOWSKI RC£ 55752 EXP 12/31/2014 DATE ·"' :z:: \~i..U1~~~~=-=~___.,.~___.,._I_~l:;,!__,.._~•cn CONSTRUCT LONGllUDINAL GUTTER PER SPPWC Pl.AN 122-2. MODIFlED TO 1• FLOW DEP'TH. CONSTRUCT 10' WIDE JC 4• nt10< CONCRETE INflll wtTH 6x6-W1.4/W1.4 W'Mril. LENGlH PER PL.AN. -W ~~~~~~~::::;=:::::::;;:~~~:;;::;:::~~~~ SAWCUT EXISTING PAVEMENT 2' OFFSET Of PROPOSED GUTIER EDGE WllH 1' WIDE x 1.5• DEEP GRIND ANO TABl.£-CUT GRIND. FlNAL PATOi SHALL BE 2' WIDE AC PAVING ANO 1' 0\IERLAY (J' WIDE PATCH TOTAL), wm-1 TACK COAT. SEE SECTIONS A-A AND B-B. SHEET 20. 0 0 489.2 I .;/ I I PARKING LOT C 10 20 JO CITY OF MOORPARK GRADING PER!otlT NO. PARKS RECREATION & COMMUNITY SERVICES ENGINEERING PROJECT NO. •' e @ @) e CONSTRUCT AC PAVEMENT PER DETAIL •H•, SHEET 17. CONSTRUCT REMOVABLE BOUARD WITH EXlERNAL PADLOCK PER DETAIL •K", SHEET 18. CONS1RUCT PARKING STAU. PER DETAIL ..... SHEET 18. CONSTRUCT CRQSSWAIJ( STRIPING PER CAL1RANS STANDARD PlAN RSP A24f. CONSTRUCT CONCRETE BLOCK SLOUGH WAll PER SPPWC PLAN 622-3. SAWCUT EXISTING PAVEMENT MfER£ ~ WITH S JC 1.5• DEEP GRIND ANO TABLE-a.JT GRIND. FlNAL PATCH SHALL BE J' WIDE AC OVERLAY Willi TAO< COAT TO MATCH EXISTING GRADE. SIMILAR TO SECTIONS A-A ANO B-B, SHEET 20. 4• SCHEDULE 4-0 PVC -IRRfGATION SLEEVE. s• SCHEDULE 4-0 PVC -IRRIGATION Sl..£EVE. 3• SCHEOUL£ 4-0 PVC -IRRIGATION SLEEVE. 4• ELECTRICAL CONDUIT. GENERAL NOTES (GRADING PLAN) 1. CURB RAMP LENGTH SHALL BE MOOIRED TO ACHIEVE 8.33% MAXIMUM SLOPE IF IT IS DElERMINED IN THE FlELD THAT THE EXISTING FlNISH GRADE ELEVATIONS WILL CAUSE THE MAXIMUM SLOPE TO BE EXCEEDED AS SHOWN ON PL.ANS. MODIFY TO MEET CBC REQUIREMENTS. UNE TABLE LINE LENGTH DIRECTION L9 499.24 S89" 17' 1o·E uo J.33 NO' 02' 52"E L11 18.12 NO" 00' 21•w L12 149.64 589" 33' 289£ L1J 421.27 S82" 17" 58"E CURVE TABI.£ WRVE DEL TA RADIUS LENGTH C14 90"39'58. 35.00 55.38 C15 90"26'5~ 20.00 31.57 ~ -N- ~ 20 60 ARROYO VISTA COMMUNITY PARK RECREATIONAL TRAIL IMPROVEMENTS PARKS, RECREATION & COMMUNITY DISTRICT SHE[T __ 9 __ Qf __ 2_0_ ORAWJNG NO. SITE GRADING SHEET 14-ML-10989 153 w w fl) 489 4 I I x 489.6 0 I I I I I I I I I x 490 7 PROPERTY LINE N: 1923518. 4 E:6293143. 5 4911== 492.l x PARKING LOT D _ ~: x 489.4 * x49L7 -cp ==t= tit 0 x 489.7 0 x 489.8 ==t= x 489.6 x 490.2 .. ~=-ffi PREPARED BY: DESIGNED BY: llJPalllell:l&Smllh Englneering•Survl!ylng• Planning 4 ·Construction Management· ~ 1327 Del Norte Rood, Suite 200, COIMl'lllo, CA 93010 t:::tt========j=j==t&~~~~~~~~~~~·~· ~ 981-0706 far: {805) 981-()251 I-REVISED ~'--"-'--====--'=::.:.........c6:</..=30.:o/c.:2:;o0:.:._:14 3/20/2015 APPROVED BY: ll4VID A. KLDTZLE ENGINEER'S NAME R.C.E. NO. EXP. DATE DATE J 1.AURENTOWSKI RCE 55752 EXP 12/31/2014 SOM ENGINEERING REVIEWED BY: DRAWN BY: TJS/NLA/EMF CHECKED BY: BTF DATE DESCRIPTION OF REVISION x 492.7 x 492.4 I ~ I• I ~ 0 496.2 495.2 x 494.3 ~494.7 CITY OF MOORPARK PARKS RECREATION & COMMUNITY SERVICES co "P' ... w w ::c fl) w w fl) w z -... ::c (J ... 4 ;E GRADING PERMIT NO. ENGINEERING PROJECT NO. CONSTRUCTION NOTES 0 CONSTRUCT PERVIOUS AC PA\t'EMENT BIKE TRAIL PER DETAIL •A•, SHEET 17. 0 DE<=mA TIVE FENCE PER DETAIL •p•, SHEET 19. 0 CONSTRUCT 4• PCC PAVEMENT PER DETAIL ·r:-. SHEET 17. 0 CONSTRUCT 6" OJRB PER SPPWC Pl.AH 120-2. TYPE At-6. © CONSTRUCT 6" OJRB Willi 18" GUTTER PER SPPWC PLAN 120-2. TYPE A2-6. ~ CONSTRUCT CROSS GUTIER PER SPPWC PLAN 122-2. FOR SlREET SL.OPE '-/ l£SS THAN 4X. SAWCUT EXISTING PAVEMENT 2' OffSET Of' PROPOSED GUTIER EDGE 'MlH t' WIDE x 1.S" DEEP GRIND AND TABLE-CUT GRIND. FlNAL PATCH SHAU. BE 2' WOE AC PAVING AND 1' OVERLAY (3' WIDE PATCH TOTAL). 'MTH TACK COAT. SEE SECTIONS A-A ANO s-e, SHEET 20. CONSTRUCT MOUNTABlE 6" CURB 'MTH 18" CUTIER PER SPPWC PLAN 121-2, TYPE 82-6. OJRB TRANSITION PER DETAIL "G", SHEET 17. CONSTRUCT AC PAVEMENT PER DETAIL "H", SHEET 17. CONSTRUCT ORYWELL PER DETAIL "i, SHEET 17. CONSTRUCT REMOVABLE 80l.l.ARD 'MTH EXTERNAL PADLOCK PER DETAIL "1(8, SHEET 18 . CONSTRUCT PARKING STAU. PER DETAIL V. SHEET 18. SAWCUT EXISTING PAVEMENT WHERE SHOWN 'MTH 3' x 1.5"' DEEP GRIND AND TABLE-OJT GRIND. FINAL PATCH SHAU. BE J' 'MOE AC OVERLAY WITH TACK COAT TO MATCH EXISTING GRADE. SIMILAR TO SECTIONS A-A AND 8-8, SHEET 20. 6" SOiEDULE 4{) PVC -IRR1GA llON Sl.£EVE. EXISTING RELOCATED WATER SER\1CE AS SHO\W.I. COORDINATE WITH OTY REPRESENTATIVE AND VENTURA COUNTY WATER WORKS DIS"TRICT. GENERAL NOTES (GRADING PLAN) 1. CURB RAMP LENGTH SHALL BE MODIFIED TO ACHIEVE 8.JJX MAXIMUM SLOPE IF IT IS DEl'ERMINED lN THE FlELD THAT THE EXISTING FINISH GRADE El£VATIONS WIU CAUSE THE MAXIMUM Sl..CPE TO BE EXCEEDED AS SHOWN ON PLANS. MODIFY TO MEET CBC REQUIREMENTS. UNE TABLE CU RYE TABLE LINE LENGTH DIRECTION CURllE DEi.TA RADIUS LENGTH L13 421.27 ss2· 17 58"E C16 90'00'00"' 2.00 3.14 L14 208.20 sa2· 11· sat: C17 70'00'00" 2.00 2.44 L15 11.17 ST 42' 02"W C18 110'0o'OO" 2.00 3.84 L16 34.03 $77" 42' 02"W C19 98"04'50" 3.00 5.14 L17 16.31 NT 42' 02"E C20 90'00'oo· 3.00 4.71 L18 117.04 NBZ" 17' ss·w C21 82'4{)'25" 1.50 2.16 L19 31.30 NBZ" 17' se·w C22 8914'45" 1.50 2.34 L20 1.50 SO-22" 48"E C23 77"45'31" 1.00 U6 L21 31.20 N89• 37' 12'"£ C24 90"00'00" 1.00 1.57 L22 30.19 S7T 42' 02"'W L23 17.00 N89. 56' J1"E L24 0.88 so-03' 2s·E ~ -N- ! SCALE: 1·,,.20· 20 40 60 ARROYO VISTA COMMUNITY PARK RECREATIONAL TRAIL IMPROVEMENTS PARKS, RECREATION & COMMUNITY DISTRICT SITE GRADING SHEET SHEET __ 1_0_ OF~ DRAWING NO. 14-ML-10989 154 :eJ.7 .lOJ.7 / 0 I I 20 ;( ·183 3 DESCRIPTION OF REVISION x 482."3 x 483.2 R.C.E. APP'O DATE /~'""' / ( x 4631 i ~ ,,. 4BE 3 -·-----i--,~65_._ -i \ REVISED \ x 480 3 __ 4Bti.i_ __ _ \ \\ \ \ \ \ '/ 486.7 \ \.\ \ \\ ·," '",\.,, ',cc '&~ "-=""-=""~~ x 483.c· \~ DESIGNED BY' SOM DRAWN BY' TJS/NlA/EMf 1-C-H_E_;_CK_E_D_BY_' --IENGINEERING REVIEWED BY' BTf ----,---'--"-'--'-"-'--'=::.:__:c6/cc30=/2:.::0.:..:14 3/20/2015 APPROVED BY' QAJnO A. KLDTZLE DATE R.C.L NO. EXP. CATE DATE J LAURENTOWSKI RC£ 55752 £XP 12/31/2014 ------·---~--~.-- 4:36.8 ;/. 486 9 .-: 436.S SOCCER FIELDS \ x'86.7 -.____- .----,---- x 486 J \ \x 4Af. 4 -·-' x .:oc,.c, JI. 436.2 CITY OF MOORPARK PARKS RECREATION & COMMUNITY SERVICES x 486.2 '· 486.r GRADING PERMIT NO. ENGINEERING PROJECT NO. CONSTRUCTION NOTES 0 CONSTRUCT 4" PCC PA\JEMENT PER DETAIL ·c·. SHEET 17. @ CONSTRUCT DRAIN LINE OURfl. ROO< RIP-RAP SIMILAR TO SECTION E-E. SHEET 20. @ CONSTRUCT DECOMPOSED GRANITE PATH PER DETAIL "E"', SHEET 17. @ CONSTRUCT DECOMPOSED GRANITE PATH ANO EARTHEN SWALE PER DETAIL "t", SHEET 17. @ CONSTRUCT B" DIA x 16' LONG EPOXY COATED (BLAO<) DI PIPE. e 4" SOiEOUl.E 40 PVC -IRRIGATION Sl...£Dt'E. I i CURVE C1 C2 C3 C4 cs C6 C7 CB STA 7+50 487.84 fS/GB CURVE TABLE DELTA RADIUS 11"55'55" 150.00 45"36'27 100.00 51"41'25" 150.00 1"21'59" -488-4.19 a"21'4r 150.00 rs1·54· 150.00 0'48'14" 4881.19 J12'3J" 4881.19 I ! x 487 7 UNE TABLE LENGlH LINE IDIG1H DIRECTION J1.24 LI 56.52 79.60 l2 129.22 S3S 16' 51-C 135.32 116.48 21.89 20.59 68.49 273...0 --- 1.e1 J x -18/ i:' I ,/ / / x 1;.Cf."! /,/ i // L __ --/:___ I I I ---r-· r' x'·! ' I i ; I t I 1\ )1r--/ ' c__'.- ARROYO VISTA COMMUNITY PARK RECREATIONAL TRAIL IMPROVEMENTS PARKS, RECREATION & COMMUNITY DISTRICT DG PATH GRADING STA 1 +00 TO 8+50 SHEET _1_1_ DRAWING NO. 14-Ml-10989 155 ----------------,,---CJ\ . 488-, \ 33.: . /! / : / y L---;T / / I I ;"- ----j__~ ~ '\__ JOO' RADIUS -! (FROM HOMEP~ ~~ > / / / / 489 2 I SOCCER FIELOS ~,,,-------· ---....... / -~,-0--__ !_ ------~ -~ ,------- I I I ! 1490,! I _I ""="'=-=~ ~_I _~_) DESIGNED BY: SOM DRAWN BY: TJS/NLA/EMF 1-C-H-EC..;.K_E_D.;...BY_: --l'ENGINEERING REVIEWED BY: REVISED BTF -,-----:---"-==-'--=.::c_-'6"-/"'30"-/"'20:_:_:_14 3/20/2015 APPROVED BY: DIWIO A. KLOTZLE R.C.E. NO. EXP. DATE DATE J LAURENTOWSKI RC£ 55752 EXP 12/31/2014 DATE DESCRIPTION OF REVISION R.C.E. APP0D DATE x 490.L· / \"-_______ / ' 4'00.8 CITY OF MOO RP ARK PARKS RECREATION & COMMUNITY SERVICES !', I \ I \ \ \ \ \ 491.I \ CONSTRUCTION NOTES 0 CONSTRUCT 4• PCC PAVEMENT PER DETAIL •C", SHEET 17. @ CONSlRUCT DRAIN LINE OU1l£T. ROCK RIP-RAP SIMILAR TO SECTION E-E. SHEET 20. ® CONSlRUCT DECOMPOSED GRANITE PATH ANO EARTHEN SWALE PER OETASL -r-'. SHEET 17. @ CONSlRUCT a· DIA x 16' LONG EPOXY COATED (BLACK) DI PIPE. © CONSTRUCT 20'x30' EXERCISE AREA PER DETAIL •t:. SHEET 18. e 4• SOiEDULE 40 PVC -IRRtGATION SLE£'YE. ::./ I / 490.G / ~91.5 i i I x :l9\ 7 c ) LJ STA. 13+05 491.15 FS/GB GRADING l'ERMIT NO. ENGINEERING PROJECT NO. CURVE TABLE QJR'IE DELTA RADIUS l..ENGlH ~ C8 3i2•33• 4881.19 273.40 -N- C9 8"4730"' 150.00 23.02 C10 6"51'25. 150.00 17.95 C11 9"01°06· 800.00 125.92 C12 10'S6'28. 600.00 114.58 C13 1J-s3"00· 700.00 169.62 ~ SCALE: 1• ... 20· 20 ARROYO VISTA COMMUNITY PARK RECREATIONAL TRAIL IMPROVEMENTS PARKS, RECREATION & COMMUNITY DISTRICT DG PATH GRADING STA 8+50TO14+75 40 60 SHEET _1_2_ OF~ DRAWING NO. 14-ML-10989 156 DESCRIPTION OF REVISION R.C.E. APP'O DATE STA. 16+00 492.08 FS REVISED 4'?1 7 4':ll.8 OA'IUGHT LINE DESIGNED BY: SOM DRAWN BY: TJS/NLA/EMF CHECKED BY: BTF STA. 17+60 492 70 FS/GB ENGINEERING REVIEWED BY: ___________ 6,_/30~/~20~14 3/20/2015 APPROVED BY: ll"'70 A. KLOTZLE R.C.E. NO. EXP. DATE DATE J LAURENTOWSKI RCE 55752 EXP 12/31/2014 ', \ \ DATE CONSTRUCTION NOTES CONSTRUCT DRAIN LINE OUllET. ROCK RIP-RAP SIMILAR TO SECTION E-E. SHEET 20. criNSTRUCT DECOMPOSED GRANITE PATI-t ANO EARTHEN SWAL£ PER DETAIL >.SHEET 17. CONSTRUCT a· DtA x 16' LONG EPOXY COATED (Bl.ACK) DI PIPE. 4"' SCHEDULE 40 PVC -rRRICATION SLEEVE. 4')4 4 ) ~--·;--~--~_,.,,·"' -~~-~-·--·~·" .. \ .,, 4°s.? x 4'?3 s SOCCER FIELDS J L 494 7 I 1-·-,11 , ~ I / J___~ "-------r 493 2 \ / I I I \ \ I CITY O'F MOORPARK PARKS RECREATION & COMMUNITY SERVICES GRADING PERMIT NO. ENGINEERING PROJECT NO. ~'\---- x 49'::·.>3 / , o!?c l CURVE TABL.£ ~ CURVE DELTA RADIUS LENGlM C13 1.3'SJ'OO"' 700.00 169.62 C14 21"26'30"' 1000.00 .374.23 C15 14'35'18"' 569.02 144.88 C16 28'32'44"' 125.00 62.28 -N- ! SCALE: r=20' 20 ARROYO VISTA COMMUNITY PARK RECREATIONAL TRAIL IMPROVEMENTS PARKS, RECREATION & COMMUNITY DISTRICT DG PATH GRADING STA 14+75 TO 20+50 40 60 SHEET _1_3_ ORAW1NG NO. 14-ML-10989 157 L- \ x 4SP.':) , 4g1 3 SOCCER FIELDS ;/ 496.f \ . ------~--·---. --·-·-----~ ------\ STA. 22+00 497.26 FS --•:: PREPARED BY: • fla111lleld&-Smllh Engineering· Surveying• P&annlng •Construction Management· 1327 Del Norte Rood. Suite 200, Camarillo. CA 93010 706 Fax: (805) 981-0251 REVISED scan D. MECKSTROTH 63337 6/30/2014 3/20/2015 ENGINEER'S NAME R.C.E. NO. EXP. DATE DATE 6_ DESCRIPTION OF REVISION R.C.E. APP'O DATE ., DESIGNED BY: SOM DRAWN BY: TJS/NlA/EMF CHECKED BY: BTF APPROVED BY: J LAURENTOWSKI I \ I ~ ~ _J I _j --\ \ I • ENGINEERING REVIEWED BY: Q4VTO A KLOTZLE DATE RCE 55752 EXP 12/Jl/2014 -\-- \ ---------- 1 ,.43St7 x 4:;l8.8 \ \bA YUGHT LINE '· CURVE CURVE DELTA C16 28"32'44. C17 1·44•03• C18 17'53'25. C19 15·42•05• C20 18'29'34. C21 1T36'15• GRADING CITY OF MOORPARK PERMIT NO . PARKS RECREATION ENGINEERING & COMMUNITY SERVICES PROJECT NO. CONSTRUCTION NOTES 0 CONSTRUCT 4• PCC PAVEMENT PER DETAIL ·e-. SHEET 17. @ CONSlRUCT DECOMPOSED GRANllE PATH ANO EARniEN SWALE PER DETAIL r', SHEET 17. @ CONSTRUCT 20'x30' EXEROSE AREA PER DETAIL L•, SHEET 1a e 4• SCHEDUt£ 40 PVC -IRRIGATION Sl£EVE.. - ,,.,~-~_,, ............... ..._ ( '----- TABLE LINE TABLE RADIUS 125.00 2633.47 LENGTH 62.28 79.71 LINE I LENG'IH I DIRECTION L3 I 144.05 I NBJ" 48' 19"E L4 I 120.57 I sai· 22' 54"E ---- ~ 125.00 39.03 -N- 125.00 34.26 400.00 129.10 225.00 69.13 ! SCALE: 1"=-20' 20 40 60 ARROYO VISTA COMMUNITY PARK SHEET _1_4_ RECREATIONAL TRAIL IMPROVEMENTS OF~ PARKS, RECREATION & COMMUNITY DISTRICT DG PATH GRADING STA DRAWING NO. 20+50 TO 26+ 75 14-ML-10989 158 + DESCRIPTION Of REVISION STA. 34+00·,-., 496.28 FS <..._~) / / / / / I I / I 0 ~--~ /\ / \ \ \ \ PREPARED BY: \ DESIGNED BY: _SOM DRAWN BY: TJS/NLA/EMF \ \ \ \ . ~\ \ ~-· \ \"'°'/ \:-/ \ SOCCER FIELDS t-C-H-EC_K_E_D -BY-,--IENGINEERING REVIEWED BY: BTF DATE / / /.' / 'ti..:.j'I / \ UNE TABLE CURVE TABLE LINE I L£NG1H I DIRECTION L4 I 120.57 I 581' 22' 54"[ LS I 150.25 I N55" 41' ...... CURVE = C23 C24 C25 C26 DELTA 88'58'39" 1"'32°04· 6J"48'06" J0"24'10· •r•2'23" RADIUS 50.00 8367.54 200.00 209.00 191.00 CITY OF MOORPARK PARKS RECREATION & COMMUNITY SERVICES \ ./ \ ... CONSTRUCTION NOTES 0 CONSTRUCT 4• PCC PAVEMENT PER OOAIL ·c:-. SHEET 17. @ CONSTRUCT DECOMPOSED GRANITE PATii PER DETAR. '"E", SHEET 17. @ CONSTRUCT 20'x.30' EXEROSE AREA PER DETAIL •t •. SHEET 18. <;D 4" SOtEDUL£ 40 PVC -IRRIGATION SlEE'JE. ~. \ ........ :..c?i 0 ·\ \. \ \ LENG1H n.65 224.11 22271 110.90 159.0J GRADING PERMIT NO. ENGINEERING PROJECT NO. STA. 28+00 Q ·3 500.35 FS / 20 40 60 ARROYO VISTA COMMUNITY PARK RECREATIONAL TRAIL IMPROVEMENTS PARKS, RECREATION & COMMUNITY DISTRICT DG PATH GRADING STA 26+ 75 TO 34+ 75 \ \. SHEET _1_5_ DRAWING NO. 14-Ml-10989 159 DESCRIPTION CW REVISION PREPARED BY' • PelllleMlflSmllh Engineering ·Surveying• Planning •Construction Management • A "11--",........,1 Del Rood, Suite 200, Comorillo, CA 93010 ~kbfl--....irSiBl--0706 Fax: (!ll5) 981-o251 REVISED I \ '\. DESIGNED BY' SOM DRAWN BY' TJS/NLA/EMF CHECKED BY' BTF \ \ ENGINEERING REVIEWED BY' ;:::=.:.:....:~===:.....:=~~6/!.:30=/2~0'..'..::14 3/20/2015 APPROVED BY' OAVIO A. KLOTZlE ENGINEER'S NAME R.C.E. NO. EXP. DATE DATE J LAURENTOWSKI RCE 55752 EXP 12/Jl/2014 \ \ ' \ \ \ \ \ I ~ ~ I \ \ CITY OF MOORPARK PARKS RECREATION DATE & COMMUNITY SERVICES CONSTRUCTION NOTES 0 DECORATIVE FENCE PER DETAIL •p•, SHEET 19. 0 CONSTRUCT 4• PCC PAVEMENT PER oaAJL "C", SHEET 17. @ CONSTRUCT DECOMPOSED GRAHllE PATH PER OETAfl T, SHEET 17. ® CONSTRUCT 20'x30" EXERQS£ AREA PER DETAIL L"', SHEET 18. e 4" SCHEDULE 40 PVC -IRRIGATION SLEEVE. ----- CURVE TABLE LINE TABLE CJRVE DD.TA C26 4T42"23'" C27 49·.xts2· C28 20·44•05• C29 15"07"51" GRADING PERMIT NO. ENGINEERING PROJECT NO. RADIUS 191.00 259.00 191.00 209.00 LENGTH 159.03 223.83 69.12 55.19 LINE I LENG1H I DIRECTION LB I •2.os I Nsr 10· 1rw L7 I 11.21 I NB2" 1e-oe"w SCAL£.: 1·-20· 20 ARROYO VISTA COMMUNITY PARK RECREATIONAL TRAIL IMPROVEMENTS PARKS, RECREATION & COMMUNITY DISTRICT DG PATH GRADING STA 34+75 TO 40+33.14 60 SHEET _1_6_ DRAWING NO. 14-ML-10989 160 SHOULDER WIDTH 18" (MIN) ---.__ PERVIOUS AC PAVEMENT WIOlH PER Pl.AN CHOKER COORSE AASHTO NO. 57 STONE. ~-ll-00< SHOULDER WIDTH 18" (MIN) SLOl'E~_/"'---.__ ,;if{~~~~~~~~~~~~~~(_ RECYQ..£0 PLASTIC HEADER PER DETAIL -e· ATCH EX. SCARlFY ANO RECOMPACT TOP 12• Of SUBGRADE TO MIN 90X RC. PER\'lOUS AC. 4• TI-Ua< AC SHAU. BE 1· ocrc PER SECTIC»t l9 Of CALlRANS STANDARD SPEOFlCATIONS 4• CU:AN. CRUSHED 2• ROO< (-VOIDS) TYPICAL PERMEABLE AC PAVEMENT BIKE TRAIL SECTION SCALE: N. T.S. MAXIMUM JOINT SPAQNGS· SAWCUT CRACK CONmOL JOINTS= 10-FffT O.C. EACH WAY PERVIOUS CONCRETE Cl..EAN, CRUSHED 2• Roa< (40X VOIDS) ® SUBGRADE AT 90% R.C. (MIN) PCC PAVEMENT SECTION (VEHICULAR USE) SCALE: N. T.S. MOUNTABL£ 0.JRB SECTION BATIER 8:12 5• OJRB SECTION BATIER 3:12 MOUNTABLE CURB AND GUTTER TRANSITION SCA1.£:: N.T.S. REVISED DESIGNED BY: SOM DRAWN BY: SCARF JOINT MA)((MUM JOINT SPAQNGS· SAWCUT CRACK CONmOL JOINTS= 5-FITT 0.C. EACH WAY 6x6-W1.4/W1.4 WWM CENTERED IN SLAB PORll.ANO CEMENT CONCRETE (520-C-2500) 24• GALY STED. STAKE AT 4' f-_,,,L-..,c.._...,L.~ O.C.(MAX.). INSTALL TWO STAKES AT £Aot SCARF JOINT. EAa-t STAKE SHAU BE SET AT r BELOW TOP OF t--H-"'"-il't----l HEADER. SU8GRADE AT 95% R.C. (MIN) {jjpw~&;M SECTION \!]EW OfVADON \!]EW (2) 16d CALV BOX NAILS (TYP) REDWOOD/RECYCLED PLASTIC HEADER DaAIL SCAl.£: N. T.S. NOTE: MATERIALS AND INSTALLATION PER SSPWC 212-1.5 AND 308-3. --~~~~~~---'-'-"·~~/~~~~~~, LOI. a· e· CONCRETE MOW STRIP I f4 REBAR CONTINUOUS LAP 15• 0 Jl)NTS )!," RADIU~ 'll~~ifID!:r--:-17~S?c:::::¥'7;t:;:;:::;;::::"?fcl.~~~~'·'~~.-l ~1SLOl'E I -=--['MiERE OCCURS w ' ' ' COMPACTED SUBGRAOE J" LAYER OF STABILIZED DECOMPO&D GRANITE -CCJ.I~ ANO REINFORONG Slm. PER SSPWC SECTION 201 •ruRB•. -YIEAKENEO PLANE JOINTS SHAU. BE PLACED NOT TO EXCEED 10' fNTERYALS. -EXPANSION JOINTS SHALL BE PLACED AT IN'TERFACES AND AT 60' MAXIMUM SPACING. -FlNISH PER SSPWC SECTION 303-5.5.2. •cuRB•. -ORY MIX STABILIZER BINDER IN A RATIO Of 12 POUNDS BINDER TO 1 TON Of DECOMPOSED GRANITE DECOMPOSED GRANITE PATH SECTION SCALE: N.T.S. ASPHALT CONCRETE C2-PG 64-10 APPLY TACK COAT AT PAVEMENT JOINTS CMB AT 95X R.C. (MIN) CD SU8GRADE AT 90ll R.C. (MIN) AC PAVEMENT SECTION SCAl£: N. T.S. 45• K 45• PRECAST DRCP INL£T WITH PEDESTR1AN RA 1EO FRAME AND GRATE I 1•· I JYptCAt. PAVfMDH SECTION TH1QCENrn PAVEMENT rnq ~.:cN.~~VEMENT SECTION (PEDESTRIAN USE)® ,,. LOI. -CONCRETE ANO REINFORCING STE.a PER SSPWC: SECTION 201 ·a.JRe·. -YrEAKENED PLANE JOINlS SHAU. BE PLACED NOT TO EXCEED 10' INTERVALS. -EXPANSION JOINTS SHALL BE PLACED AT INTERFAC£S ANO AT 60' MAXIMUM SPACING. -RNISH PER SSPWC SECTION 30.1-5.5.2. •ruRB•. -ORY MIX STABILIZER BINDER IN A RATIO OF 12 POUNDS BINDER TO 1 TON OF DECOMPOSED GRANITE ~~~~~POSED GRANITE PATH SECTION WITH SWALE ED PEDESTRIAN RA TED GRATE ANO FRAME oJ"(TYP) ---t--<+ PROVIDE ALTER FABRIC 8ETVt££N CRUSHED Roa< AND PERFORATION TO PREVENT CLOGGING ·~· Cl.R (TYP) 0 0 ... 0 0 0 0 1~ 0 0 0 0 0 0 6" Cl.R o .. 0 0 PERfORAJiON PATTERN ! [ DRYWELL DaAIL SCALE: N. T.S. CITY OF MOORPARK GRADING PERMIT NO. SHEET _1_7_ TJS/NLA/EMF 1-CH-E_CK_E_D_BY_:-~ENGINEERING RE.VIEWED BY: PARKS RECREATION ENGINEERING PROJECT NO. ARROYO VISTA COMMUNITY PARK RECREATIONAL TRAIL IMPROVEMENTS PARKS, RECREATION & COMMUNITY DISTRICT BTF DRAWING NO. '-'-'"-'--'-'-====-=='----'6,_/3:::0:c/.:::20:.:1..:..4 3/20/2015 APPRO\/ED BY: DAVID A. KLOTZLE DATE CONSTRUCTION DETAILS & COMMUNITY SERVICES 14-ML-10989 DESCRIPTION OF REVISION ENGINEER'S NAME DATE J LAURENTOWSKI RCE 55752 EXP 12/31/2014 161 B -so· DETENTION BASIN LENGTH • 24' -_ ,,··.-.. ' . OJRB OPENING CA TOI BASfN PER SPPWC: SlD " Pt.AN 300--3 AND AS \ . , MODIRED IN ll-IESE Pt.ANS :. 25' I 6" . .::--b • L . -6"~=\ . GATE . ------.._ -' ( ~ ORlflCE PlA TE 'MTH A ~~rtb / 1. 75 FT DIAMETER OPENING r,. '' .. '' .. . - 24• HOPE PIP£ v CON NECT TO EXISTING CURB INLET PER WA lERSTOP SlRUClUR E CONNEC110N DETAIL (ADS STANDARD DETAIL 20.3} ,,·. -; '-L..--CA TOI BASIN MANHOLE -.-(' < \7 (TYP) TWO LOCATIONS. ,• ,_-•'. ~w ~ II v ::~ ~ If iii" /-'. '-----v 24" HOPE (N 12 WI) SCUD Pl~-~ ,.. ;.~ ~ 20' ., • v I/'\ " -.. "7o -. ~''· -~ v a ~ k ~ '~ ' .'\ .. .. NOlES: 2 4• HOPE RiSER PER ADS STANDARD DETAIL 703 '\, t6Itti S6SJli SlB!JCDJB£ 1. CONCRETE AND REINFORCEMENT SHAU BE IN ACCORDANCE WITH SPPWC STANDARD PLAN 300-3 ANO AS MODIFIED IN THESE Pl.ANS. ~ 1. AUTOMATIC FLAP GATE SHAU. BE HYDRO GATE MODEL SOC 5• DIAMETER HEAVY OUlY GATE FOR WAtL MOUNTING APPLICATIONS, OR APPROVED EQUAL OBfEJCE e1 aIE 1. OPENING SHAtL 8£ 1.75 FT IN DIAME1£R. 2. STEEL FOR ORIFICE PLATE SHAU. BE x· THIO< GALVANIZED A.36 STEEL PLATE. 3. BOLTS SHAtL BE x·0 STAINLESS STEEL ll-IREADEO ROD (WITH STAINLESS S1IB.. NUT) EMBEDDED INTO CATOi BASIN WAll A MINIMUM OF r. CENTER Of" BOLT HOI...£ SHALL BE 2-,.· FROM EDGE OF PL.AlE. 4. STEEL-CONCRETE INTERFACE SHAU.. BE SEALED v.11H SILICONE SEALANT ON ALL SIDES. WEIR STRUCTURE AND DETENTION BASIN DETAIL SCALE: 11 = 21 CAL F'tPE SCH. 40 SEQJRITY BOU.ARO 'MlH FULL-DOME CAP, COL~ YEU.OW, MODEl IBP04040 WllH ESR040P Sl..££YE AND COVER CR EQUAL PER CITY APPROVAL f"INISH GRADE ADJACENT SIO£WALK 21·x21·X21· CONCRETE FOOTING 4" WHITE STRIPE ADJACENT OG PATH PER DETAIL •[•, SHEET 17 COMPACTED 9£DOING SANO SURFACE MATERIAL PER EXEROSE EOOIPMENT MANUFACTURE (2) f4 REBAR CONTINUOUS, EXERCISE AREA DETAIL LAP 15• AT JCINTS SCALE: N. t.S: NOTE: RESILIENT TILE SURFACING TO BE INSTALLED BY A FACTORY-CERTIAED INSTALLER. .. INSTALLER SHALL SUBMIT A SAMPLE OF TILE COLORS TO CITY REPRESENTATIVE FOR APPROVAL. PRIOR TO INSTALLATION. 8 .. x18" CONC CURB, PER DETAIL 'r. SHr£T 17 (SIMILAR) DRAIN TO BE LOCATED AND INSTAU.£D PER MANUFAClURE"S SPECIFlCA TIONS EXTERNAL PADLOCK REMOVABLE BOLLARD CD SCALE! RT.S: swmeap sw 1 s GQMPAC! $TN I TYPICAL PARKING STRIPING SCALE: N. t.S: ~ All PAVEMENT MARKINGS AND gGNs SHALL BE INSTAU.£0 PER THE CITY <1F MOORPARK MUNJOPAL CODE (SECTION 17-32.050} ANO THE CAL lRANS STANDARD SPECIFlCATIONS ANO STANDARD PLANS. DATED 2010 ~ MOST OJRRENT VERSION. DESIGNED BY: DETENTION BASIN LENGTH = 24' GE01EXTILE NONWOYEN FILTER FABRIC (MIRAFl-140N) a.ASS I ANGULAR ~USHEO STONE (11• TO 1JS" IN SIZE PER ASTM D-2.321} 95X REl.ATl\IE COMPACTION WEIR STRUCTURE AND DETENTION BASIN SECTION SCALE: 1 • i ---·-------· -.-... -...... Siii __ BJ.&lllm&at 11111-.----111 ...... ,, ---· ··-"_..,.........._, Srt.llftlOClllCAI SM llCIT• 10 OFF ·STREET PARKING SIGNS t ..... ~a.:,,:~> ACCESSIBLE PARKING DETAIL SCALE: N. t.S: tilllE; REFER TO PLANS FOR MOOIFlED DIMENSIONS OF PARKING STAL.1S NON-TRAFFIC FRAME AND GRATE (BllUMINOUS PAINl). "SO" LETTER DESIGNATION. LOAD BEARING CONCRETE COl..l.AR 24• HOPE RISER PER ADS STANDARD DETAIL 703 12" (TYP) GEOTEXTILE NONWOVEN FILTER FABRIC (MIRAFl-180N) © -t ,. ··~~~t~r.:r.~m.::::'-· 1.=~~nQClftf_to,.,._,.,, .. .-:-000-1..os~ : ACCE8818LE PARKDIGI OFF-STREET NOsalE D&1tO":.l~tt'F-t'-.&17:EJ21J~~Ol.1!'"2010. REVISED 8TANDARD PLAN R8P AIDA ,. ... ... ,. z SOM DRAWN BY, CITY OF MOO RP ARK GRADING PERlollT NO. ARROYO VISTA COMMUNITY PARK RECREATIONAL TRAIL IMPROVEMENTS PARKS, RECREATION & COMMUNITY DISTRICT SHEET __ 1_8_ T JS/NLA/EMF 11-CH-E_C;_K_ED_BY_: -~ENGINEERING REVIEWED BY: REV1SED BTF l"-'--'----'"-"'===:.:..:__::.:=:.__.:6::</_::30:::/r..:2:.::0::_14.:._ 3/20/2015 APPROVED BY: DAV1D A. KLOTZLE R.C.E. NO. EXP. DATE DATE J LAURENTOWSKI RCE 55752 EXP 12/31/2014 DESCRIPTION OF REVISION R.C.E. APP"D DA TE PARKS RECREATION DATE & COMMUNITY SERVICES ENGINEERING PROJECT NO. DRAWlNG NO. CONSTRUCTION DETAILS 14-ML-10989 162 a·-o· .. r I J CHAMFER POST TOP 1• (TYP) l"-t---r.:----~J~:::::::====:::Jf~~============:::ll:• ~ END POSTS SHAU. RECDVE RAILS AND BE ORIU.ED ON ONE SIDE ONl Y. OUTSIDE OF POST SHAU. 1•-4• I BE FLUSH. 1 3'-11 l/'t ~r t------t=::-======~~=========:::;=~· ··r CROWN ,. ~ L r RN1SH GRADE \ ·~:;:;1.11 i 11!, ·,_-.:.:~J1~11Jl.~I \_ ==i ~ ~ -· l '11.J.• DIA LOOGEPOl..E PINE 1. CONa<ETE FOOTING 2500 PSI AT 28 DAYS. 2"-6" rn .·ii.. "-..___ FENCE RAIL (TYP) 2. FENONG SHAU BE LOOGEPOt..£ PINE OO'Ml.ED RAIL FENONG. 3. POST TOPS SHAU. BE OtAMFERED 1". 4. POST HOlES SHALL BE 2 91'111"' DIA... ENO POSTS SHAU. BE DRILLED ON SIDE ACCEPTING RAIL ONLY. 5. TENONS ON RAIL ENDS SHAU. BE 2 JI" DIA. 6. POSTS ANO RAILS SHAU. BE a...EAN, PEELED OR TURNED. 7. POSTS AND RAILS SHALL BE PRESSURE "TREATED AFTER OIAMF'ERING. CUTTING ANO ORtWNG. 8. POST AND RAILS SHALL BE ORY PRtOR TO !NSTAU.AllON. 9. POST AND RAILS SHALL BE FREE OF DEFECTS. SPLITS. ANO WARPING PER TiiE SATISFACTION OF THE PARKS ANO RECREATION DIRECTOR. MAXIMUM f LAG AT 90 DAYS. l =1 : · 6" DIA LODGEPOL.E PINE . . ~ •• FENCE POST (TYP) w CONCRETE FOOTING 2500 PSI AT 28 DAYS DECORATIVE FENCE SCAl.£:: N.T.S. PREPARED BY: 6 ~ii<>!:ESS,~ .f'Fllieldl'fSmilh '--'5':'--1------.,..--+-+-+---I j WE()(j~il ~ng·Surveylng•Planning • 4 ~i · Constructkm Management· i-,3,.._1----------+--+--+--I/\\ '"'~./ "' Hm Dd.....,. ..... Soito 200. c.monoo. CA 93010 l-'''-11--------+-+--+-# ... 4"\'!-'~~ \ou:>) 981-0706 Far (805) 981-0251 DESIGNED BY: SOM DRAWN BY: TJS/NLA/EMF CHECKED BY: REVISED BTF ENGINEERING REVIEWED BY' 1 ~ I ..:::-,:.~ •!f"" CA'"'"-' scon 0. MECKSTROTH 63337 6/30/2014 3/20/2015 APPROVED BY' DAVIO A. KLOTZLE DESCRIPTION OF REVISION R.C.E. APP'D DATE ENGINEER'S NAME R.C.E. NO. EXP. DA TE DATE J lAURENTOWSKI RCE 55752 EXP 12/31/2014 DATE • CITY OF MOORP ARk PARKS RECREATION & COMMUNITY SERVICES GRADING PERMIT NO. ENGINEERING PROJECT NO. ARROYO VISTA COMMUNITY PARK RECREATIONAL TRAIL IMPROVEMENTS PARKS, RECREATION & COMMUNITY DISTRICT CONSTRUCTION DETAILS SHEET _1_9_ DRAWING NO. 14-ML-10989 163 £::i.. EXISTING PARK ENTRANCE ROAD TACK COAT 1' l\1DE GRIND TO 1.5" DEPlH SAWCUT 2' l\1DE FUU. OEPlH AC REMOVAL 2NO LIFT AC PROPOSED 18" LONGITUDINAL GUTIER EXISTING CURB .t: PARKWAY ~l;!_L AC REMOVAL/CONSTRUCTION AT LONGITUDINAL GUTTER® PLANTER A.REA PERVIOUS AC BIKE TRAIL BIORElENllON BOTIOM WID1lt WIDTH • 2.9' MOTH • 10' SHOULDER .,.,DlH AMENDED saL MEDIA LAYER PER 2011 lECHNICAL GUlOANCE MANUAL: INF-3-BIORETENTION (60-70X SANO; 30-40X COMPOST; FREE OF STONES, STUMPS ANO ROOTS) CEOMEMBRANE LINER MINIMUM THICKNESS .OF JO MILS BIORETENTION SECTION SCAL£: N. T.S. l!lllE; VARIES 2' (MIN) TO 10.5' (MAX) BIO-RElENTlON BASIN BOTTOM a.EVATION 4n.s SEE LANDSCAPE Pl.AN FOR PLANTING ANO son. PROFlL.E JH: 1V SI.OPE (l'IP 2H: 1V SI.OPE (MAX) 1. PRCJ'.ADE SAMPLE QTY REPRESENTATIVE PRIOR TO INSTAU.ATION. 2. FURNISH AND PLACE SEVEN 2', SE'v'EN S', AND T\ELVE 4' BOULDERS PER DIRECTION OF THE QTY REPRESENTATIVE. 3. BOOLDER COLOR SHALL BE TAN. 4. PROVIDE PHOTOS TO CITY REPR£5ENTA1TVE FOR APPROVAL PRIOR TO INSTAU.AllON. EXISllNG PARK ENlRANCE ROAD 1' l\1DE GRIND TO 1.5" DEPlH SAWCUT 2' l'rlDE FUU. DEPlH AC REMOVAL PROPosm 6' l'rlDE RIBBON GUTIER EXISTING PARK DRIVEWAY ~l:T~L AC REMOVAL/CONSTRUCTION AT DRIVEWAY /CROSS GUTTER w SHOULDER Yt1DTH ,. (rn>) FlNISH GRADE §gj///f!i!i//f ROCK SHAU ENQ.OSE DUAL a· OOllET PtPES 4' LENGlH x 4' 'MDlH (MIN.) [==~~~, OUAL 8" PVC PIPE ~f - PARKWAY DRAIN Pl.ACE 4•-12• NOMINAL SIZE RIVER ROCK EMBEDDED AT LEAST HALFWAY INTO COMPACTED NAll'vt'. SOIL ROCK RIP-RAP DETAIL SCALE: N. T.S. l!lllE; 1. ROQ<: AND BOULDER COLOR SHAU. BE TAN. COMPACT TOP 12" OF NAlURAL SUBGRAOE TO SOX MAXIMUM DENSITY 2. PROVIDE SAMPl.£ TO QTY REPRESENTATIVE FOR APPROVAL PRIOR TO INSTAU.ATION. J. FURNISH AND PLACE THREE 2' AND TWO 3' BOULDERS PER DIRECTION OF THE QTY REPRESENT A Tl\£. 4. BOULDERS SHALL BE EMBEDDED JS; INTO COMPACTED NATIVE SOIL VARIES PERvtOUS AC BIKE TRAIL 2' PERVIOUS AC BIKE TRAIL 2' '1lf01H • HJ" BIKE TRAIL SECTION SCALE: N. T.S. PCC SIOEWAl.J( 2' WIDTH = 8' PEDESTRIAN WALKWAY SECTION SCAl£.: N.T.S. OG DECORATIVE FENCE 2x4 RECYCt.ED PLASTIC HEADER 300' RADIUS\ I (FROM HOMEPLATE) \i. OECORA TIVE FENCE 4H:1V (MAX) FG t" L0¥1£R THAN FS AT lURF AREAS (rn>) LONGITUDINAL GUTIER PERVIOUS PCC DIAGONAL PARKING STALLS PCC SIDEWALK Pl.ANTER PER\!lOUS AC BIKE TRAIL 2' 'MOTH -10' DECORATIVE FENCE WIDTH '"" 16.75' AC PATCH WIDTH .. J BIKE TRAIL/DIAGONAL PARKING SECTION SCALE: N.T.S. PREPARED BY: DESIGNED BY: • l'leilfield&Smilh SOM Engineering ·Surveying• r:Jtannlng DRAWN BY: ·Construction Management· TJS/NLA/EMF Suite 200. Caman11o. CA 93010 CHECKED BY: 81-0706 Fox: (805) 981-0251 BTF REVISED 6/30/2014 3/20/2015 APPROVED BY: OESCRtPTION OF REVISION ENGINEER'S NAME R.C.E. NO. EXP. DATI OATI J LAURENTOWSKI STING. GRADE 2x4 RECYQ.£0 PLASTIC HEADER ENGINEERING REVIEWED BY: DAVID A. KLOTZLE RCE 55752 EXP 12/31/2014 DATE • AC DRIVE A.ISL£ PLANTER AREA AC PARKING LOT 1' PROPERTY LINE WIOlH -20' Yl10lH ... 8.5' MODIFIED STALLS BIKE TRAIL/DRIVE AISLE SECTION SCAL£: N.T.S. GRADING CITY OF MOORPARK PERMIT NO. ARROYO VISTA COMMUNITY PARK RECREATIONAL TRAIL IMPROVEMENTS PARKS RECREATION ENGINEERING PARKS, RECREATION & COMMUNITY DISTRICT PROJECT NO. & COMMUNITY SERVICES CONSTRUCTION DETAILS SHEET~ OF~ DRAWING NO. 14-ML-10989 164 PACIFIC OCEAN VICINITY MAP N.T.S. CONTROL POINTS POINT# NDRTiilNG EASTING ELEVATION DESCRIPTION 41 1922093.444 6289443.562 504.492 .13ipRCE17264(94 42 1922161.483 6289645.333 503.432 MN&W LS5411( 43 1922119.996 6289705.115 504.920 LT&TLS5411@TC 44 1922211.815 6289766.942 508.448 SCRBD+@BW 45 1922473.945 6289598.902 493.197 SCRBD+@BW 46 1922584.378 6289575.420 489.561 LT&TVEN.CO.SURV 47 1922617.392 6289576.919 489.527 LT& T VEN.CO.SURV 48 1922638.474 6289570.588 488.168 . 17BM37-14 RM-1 49 1922509.487 6289659. 707 497.109 SCRBD+@EW BENCH MARK DATA VENTURA COUNTY BENCH MARK 37-14 RM 1 El=488.168 FT. (NAVO 88). A VENTURA COUNTY BRASS DISK LOCATED 0.5 ML SOUTHERLY ALONG TIERRA REJADA ROAD FROM ITS INTERSECTION WITH HIGHWAY 118 (LOS ANGELES A VENUE~ AT THE SOUTHEAST CORNER OF A BRIDGE OVER ARROYOSIML CITY OF MOORPARK ENTRANCE MODIFICATION PROJECT PROJECT SITE ~INDEXTERAVE-! ~ ~ ~ ~ w ~ m ~ m o 0 "' INDEX MAP SCALE: 1" = 2000' GENERAL NOTES (GRADING) 1. A PRECONSTRUCTION CONFERENCE OF ALL INTERESTED PARTIES SHALL BE HELD PRIOR TO ANY CONSTRUCTION OR GRADING. 2. ALL CONSTRUCTION, GRADING, STORAGE AND TRANSPORTATION ACTIVITIES WILL BE CONDUCTED IN A MANNER CONSISlENT Willi THE STORM WATER POLLUTION CONTROL PLAN SUBMITTED FDR THIS PROJECT AND THE VENTURA COUNTYWIDE STORM WATER QUALITY MANAGEMENT PROGRAM NOPES PERMIT NO. CAS004002 AND CALIFORNIA STORM WATER BEST MANAGEMENT PRACTICES (BMP'S) HANDBOOKS. A COPY OF THE STORM WATER POLLUTION CONTROL PLAN WILL BE ON SITE AND AVAILABLE FOR REVIEW AT ALL TIMES DURING CONSTRUCTION. 3. PRIOR TO INITIATION OF ANY WORK, ALL APPROPRIATE PERMITS WILL BE PROCURED AND COPIES PROVIDED TO THE CITY ENGINEER. 4. REGULAR WATERING OF SITE WILL BE REQUIRED TO CONTROL DUST. ALL MEASURES SHALL BE TO THE SATISFACTION OF TiiE CITY ENGINEER. 5. ALL CLEARING, EARTH MOVING OR EXCAVATION ACTIVITIES SHALL CEASE DURING PERIODS WHEN WINDS EXCEED 15 MILES PER HOUR. 6. ANY RECORDED MONUMENTS IN THE CONSTRUCTION AREA SHALL BE LOCATED AND TIED OUT AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION. ABBREVIATIONS AC BVC BW CIL CP CF EUELEV EX EVC FL FS FOW GALV GP GR.BK. GRND LF. MAX MIN N.T.S . PB P/l PROP PVI PRC RM R/W TC TR TW TYP VAR VERT vc ASPHALT CONCRETE BEGIN VERTICAL CURVE BACK OF WALK CENTERLINE CONTROL POINT CURB FACE ELEVATION EXISTlNG END VERTICAL CURVE FLOW LINE FINISH SURFACE FACE OF WALL GALVANIZED GUARD POST GRADE BREAK GROUND LINEAR FEET MAXIMUM MINIMUM NOTTO SCALE PULL BOX PROPERTY LINE PROPOSED POINT OF VERTICAL INTERSECTION POINT OF REVERSE VERTICAL CURVE RECORD MAP RIGHT OF WAY TOP OF CURB TREE TOP OF WALL TYPICAL VARIABLE VERTICAL VERTICAL CURVE J--ENTRANCE MODIFICATION BAU FIELDS -~ PROJECT SITE MOORPARK HIGH SCHOOL PROJECT MAP SCALE: 1" = 200' SHEET INDEX SHEET NO. DESCRIPTION 1 TITLE SHEET 2 DEMOLITION PLAN -STRIPING PLAN 3 BIKE LANE PLAN AND PRORLE 4 DETAILS AND SECTIONS 165 i 0 ~ Sus ~~ .!'-~ t~ '"' ~~ ~;;; ~~ ~ .--~VERl==~FY::-::S~CALE~=s:----. JJ BAR IS~ INCH ON ORI~ DRAWING ~ ~ If NOT ONE INCH ON lltlS 9fm, Ui AO.IJST SCAl£S ACalR!llNGI. y 10' SCALE IN FEET ~-~--11------------t----t---ll----1 ~ff--:--t-------------t----jt----i----. i-·l--;-+-----------+----+---+--1 2 5 ~~ . t.i ~ ~& 1 ISSUED FOR BID ~~ .6. DEMO PLAN SCALE: 1" -20' REJADA ... STRIPING PLAN SCALE: 1" -20' DESIGNED. If<: AJR ENGINEERING REVIEWED BY: PREPMm 8'1': PHOENIX OVIL ENGINEERING, INC. • CITY OF MOORPARK PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION --- 1 137:1: LF "· DEMOLITION NOTES @ SAWCUT AND REMOVE 14% LF OF EXISTING CONCRETE CURB AND GUTlER @ REMOVE EXISTING PAINT STRIPE @ REMOVE EXISTING TREE @ REMOVE EXISTING GUARD POSTS @ PRESERVE AND PROTECT EXISTING TREE ® PROTECT EXISTING UTILITY VAULT @ GATEANDPOSTSTOBERELOCATED TRAFFIC STRIPING NOTES @ 6" SOLID WHITE PAVEMENT LINE (BIKE LANE), DETAIL 39 PER STA TE sm PLAN A20D @ 8" SOLID WHITE PAVEMENT LINE (CHANNELIZING~ DETAIL 38 PER STA TE sm PLAN A20D @ 4" SOLID DOUBLE YELLOW PAVEMENT LINE (NO PASSING ZONE~ DETAIL 21, PER STATE SIDPLANA24A © PAVEMENT ARROW, TYPE VII (R) PER STATE sm PLAN A24A @ PAVEMENT ARROW, TYPE IV (L) PER STATE sm PLAN A24A @ PAVEMENT ARROW, TYPE I, 10' LONG PER STA TE sm PLAN A24A (j) BIKE LANE SYMBOL WITH PERSON PER STA TE sm PLAN A24C @ PAVEMENT ARROW (BIKE LANE) PER STA TE SIDPLANA24A @ INSTALL R44A SIGN .--1~"='·~:~ @ INSTALL R81 (CA) SIGN @ INSTALL R81B (CA) SIGN @ INSTALL W11-2 SIGN @ INSTALL RS-1 SIGN ROAD GRADING PERMIT NO. ENGINEERING PROJECT NO. ----NOTE: STRIPING PAVEMENT LINES SHOWN ARE VISUALLY APPROXIMATE IN DIMENSION. REFER TO CAL TRANS STANDARDS FOR ACCURATE DIMENSIONS. ARROYO VISTA PARK ENTRANCE MODIFICATION PROJECT SH£ET __ 2_ OF __ 4_ DEMOLITION PLAN -STRIPING PLAN DRAWING NO. 166 ....... , .. ......-··: '/e1V-'"- 530 520 510 1+00 / ::.C'JO< / ~l'l@"':'W +-/-·.:::rt'<C: / -· ~---~- s:::ui; 3WOl'"0W "-/-.C."CV: ~.ir. ?•N;;r:J','. ,./-',.~';';.- \ -_-<;, 5-'.'G.1B 3W'llf'"()W .-./-::;;--"' RCE 80214 530 520 510 500 490 2+00 C/L BIKE PA TH PROFILE 3+00 CONSTRUCTION NOTES \ N /' 50/Sl o,cv1'~~-~;' ~--,..,. ~----:------~ ;., . cD .. --;!" ENGINEERING REVIEWED BY: DATE SCALE: 1" = 10' • ~-70 7 II: / a. - "/. ·~ ~ ,/ ;i :!!' ./ ~ t;. / /----.')';<:: _i!.., --~OAYUGHT rn·· LINE --,~'l9 ~: @ 3" ASPHALT CONCRETE ON 4" CRUSHEO MISCELLANEOUS BASE COMPACTEO TO 95% RELATIVE OENSITY. @ NOTUSEO. @ PAVEMENT SLURRY SEAL FROM TIERRA RE.IAOA ROAO AT BACK OF CROSS WALK STRIPING TO PARKING LOT "A" GA TE APPROXIMATELY 64,200 S.F. © RELOCATE EXISTING POST ANO GA TE TO BE WITHIN THE NEW TRAFFIC STRIPING. CONTRACTOR TO CONSTRUCT NEW GA TES TO SPAN EACH SIOE OF THE STREET. SIZE OF POST ANO GA TE MATERIALS TO MATCH EXISTING. SUBMIT SHOP ORAWINGS TO CITY PRIOR TO FABRICATION FOR APPROVAL ·. @ PROTECT EXISTING UTILITY VAULT IN PLACE. · .. ,. ···-~., @ INSTALL4-INCHESOFCONCRETEPAVEMENTPER . ~ ·.c<oi· SSPWCSECTION201-1.1.2(521M:-2500)0VER2· ~ "<~~,. INCHES OF CRUSHEO MISCELLANEOUS BASE PER ~ ... ' ~ ~PWC SECTION 200-2.4 COMPACTEO TO 95% , •. :~ . ~ TIVE OENSITY . . c -~ ""' '· . "'< SURVEY CONTROL • '\ POINT (TYP) -~ \\'' ~~;~~-\ ,. ' ·~~-. (/ "b;-----~";<; ~3;,;~~~-:··: ---~9-.----~ ·~~-'"' ~ .:,, ~~~~ .. : -~ -------~,;~_,,il.:r=~~-~ .. ~~ J},'f .;{~';;.~'.} , ...... c.t~~~T~t··=s~;, ROAD BIKE PATH C/L COORDINATE DATA CITY OF MOORPARK PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION GIWllNG PERMIT NO. ENGINEERING PROJECT NO. ARROYO VISTA PARK ENTRANCE MODIFICATION PROJECT BIKE LANE PLAN AND PROFILE SH£ET __ 3_ ()f' __ 4_ DRAWING NO. 167 510.-------------..,.---------------,510 1------·--------alio·--------------1 1--1--~CJL;~---1-~1-----------j :l--t---r---;-01------------- 505 1----------:1--+---+----1-~1------------i 505 -~j!:~-~1§1------------- c( 0)-1-'!":t-----z""---t-------_-_-~~---~~:=-~~-=~ ~~1-N1--,,--.""" ........ ~r="='F'1---·--­ soo1::------------++\--:;;;;-~0f~~-=:-...-l~./'-.,,,./:__~CTYP'-'-'-'~1 ~'===---'------1500 2% 2%•' "< EXG ,' .... _, -· 1-----~~RN=D---------+----------~-- -""-.,. 495'---------------'-------------~ 495 SECTION AT 1+09.03 © SCALE: 1" = 5' 8.00' CJL .... .----------...:+---+----.---ra511------------. 515 510 l----~~~-1-/ _____ ,""""-'---l---~'-~'-----------~~--5051---=EX~G=R=N~D-~--:;;;;;;;:----r-'---r--------------i505 Fe'-/ ~see~ ,-,, r---·-----~~-----+----------------~ 500'---------------'-------------~ 500 SECTION AT 3+25 SCALE: 1" -5' ----- j., / /"~ ~ / ~~-l-'-/ 8.00' 510 .---------~ CIL ~:f-----------, 510 t---------~ 3:~===================: -·--------> >r- 1----------··----!§~ --j!:~-~i§:f-----------i 505 >----------~ ~ ~ =~:1------z,F:-<.-,-----i 505 l------------'~1--1--5~--~,7"'--./,L-,r~(TYP.-,..~)'-"' .... ~------j I 2% 2% I{ , 5001-------'FY""-'~....,a•UL:•nJ::._ _____ .J-_ _::::;_ _________ ---J 500 495 c__ ____________ _,_ ____________ _, 495 EX CONC CURB l AND GUTTER SECTION AT 1+75 SCALE: 1" = 5' 1.5'± 8' 2" x 8" REDWOOD HEADER JJ!~~~L BIKE PATH EDGE SECTION ED 515 510 505 500 EDGE OF PA 1li DAYLIGHT LINE CONSTRUCTION NOTES \ ~,. '. ''':. ;:~" STA 3+14.4 BEGIN DAYU T \ LINE , .\.. ----- @ SAWCUT AND REMOVE 14± LF OF EXISTING CONCRETE CURB AND GUTTER AND REPLACE Willi A MODIFIED VERSION OF SPPWC sm Pl.AN 110-2, TYPE c, W= 8' @ CONCRETE CURB (lRANSlllONS 6" TOO" HBGHT) PER SPPWC sm PLAN 120-2, TYPEA1~ @ Y' ASPHALT CONCRETE ON 4" CRUSHED MISCELLANEOUS BASE COMPACTED TO 95% RELATIVE DENSflY © INSTALL 4 -INCHES OF CONCRETE PAVEMENT PER SSPWC SECTION 201-1.1.2 (520-C-2500) OVER 2 • INCHES OF CRUSHED MISCELLANEOUS BASE PER SSPWC SECTION 200-2.4 COMPACTED TO 95% REI.A TIVE DENSllY @ PROTECT EXISTING UTILITY VAULT IN PLACE / ·---,.._ ~-CONCAPRON STA 2+94.80 PRC 506.690 FS 8.00' CIL .... :i:: C) ::; > j!:~-<( ~c <en--~ a.-FF"'\. 5~ ,r :.cc .---i / \I ft"J'--' • 2%--2% EX'"'"'" J 7 ' --- SECTION AT 2+50 SCALE: 1" = 5' BACK OF EX CURB /( EX CURB AND GUTTER EXISTING VAULT DETAIL SCALE: 1" = 3' /"-; ~v / " ~ ~~ ,/(', EX CURB AND GUTTER '~ (,f -4 ---- ~MATCH~~~F~VAULT V FINISH GRADES STA 3+59.44 EC 505.93FS END CONST JOIN EXISTING '" ,, CONCRETE APRON © - EX CONC WALK -----f / /""'···· i11 .----,VERl=:-::FY=-:SC=-:ALE,.,-:=-::-5--...., ~j BARIS~INOiOHCRIQ~DRA ..... G BIKE PATH ENTRANCE DETAIL Cf\ 0 ~ ~ BIKE PATH JOIN DETAIL 10' 2S 515 510 505 500 ~f' F!:is~~~~~-SCALE:1"=5' V SCAL£1NFEET V ~~~;;;;;;;;;;;;;;;:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:....~..,..~..,..~..,..~"T"~~~~~~T""~~~~~..;::::;_~~~-r::::::::::~=-~~~'::'.:'~~~~~~~~~~r-~~~~~"'T~~~~~~~~~~~~~~~~~~~T:::::::-~"'T~~~~--:-::-::-:-:-::-=-:--:-=:::-:--:::-::-:::-:-:-~~~~T'"~~~-, .. ........... Eh': DESIGNEDAJRBY: ENGINEERING REVIEWED BY: GIW>ING ARROYO VISTA PARK ~ __ 4_ SCALE: 1" -5' PHOENIX CIVIL ENGINEERING, INC. • CITY 0 F MOO RP ARK PERMIT NO. ~· ~~"°9;~~°"°· SUITE'tlU t-DRAWN--Arr;-~---t ·?·-_, ENTRANCE MODIFICATION PROJECT CHa:i:-r =~ 511383 DATE PUBuc woRKs DEPARTMENT ~- ..,.N'PR(N£/)==-=ey.,...., -t EXPftATION DATE 12-31-15 ENGINEERING DIVISION DETAILS AND SECTIONS ISSUED FOR BID ii ~'~.:t--::,..-t-----------+---+---+---1 _J,,, 4 ~ J t& 2 ~~ ~ RC£ 80214 Di'.TE:. DRAW1HG NO. Of __ 4 _ 168 !~ ;. :>~ ~ ~8 7~ ~ ~-~l h as i~ !(,;< 9-lj :§~ ~! ie' ~ " ::i ohr:; If" J.~ .oil 4 Jl.., J eo 2 ~~ 1 !~ 6 PACIFIC OCEAN VICINITY MAP N.T.S. CONTROL POINTS POINT# NORTHING EASTING ELEVATION DESCRIPTION 15 1923512.397 6293286.492 493.093 SCRBX@NOSE 16 1923225. 762 6293286.082 495.462 SCRBX@NOSE BENCH MARK DATA CITY OF MOORPARK ARROYO VISTA PARK PARKING LOT DESIGN PROJECT SITE I ,_ u :;; a: :> :z: " g ~ I a: 0 0 ! ~ INDEX MAP SCALE: 1" -2000' GENERAL NOTES (GRADING) 1. A PRECONSTRUCTION CONFERENCE OF ALL INTERESTED PARTIES SHALL BE HELD PRIOR TO ANY CONSTRUCTION OR GRADING. 2. ALL CONSTRUCTION, GRADING, STORAGE AND TRANSPORTATION ACTIVITIES WILL BE CONDUCTED IN A MANNER CONSISTENT WITH THE STORM WATER POLLUTION CONTROL PLAN/STORM WATER POLLUTION PREVENTION PLAN SUBMITTED FOR THIS PROJECT AND THE VENTURA COUNTYWIDE STORM WATER QUALITY MANAGEMENT PROGRAM NOPES PERMIT NO. CAS004002 AND CALIFORNIA STORM WATER BEST MANAGEMENT PRACTICES (BMP'S) HANDBOOKS. A COPY OF THE STORM WATER POLLUTION CONTROL PLAN AND/OR STORM WATER POLLUTION PREVENTION PLAN WILL BE ON SITE AND AVAILABLE FOR REVIEW AT ALL TIMES DURING CONSTRUCTION. 3. PRIOR TO INITIATION OF ANY WORK, ALL APPROPRIATE PERMITS WILL BE PROCURRED AND COPIES PROVIDED TO THE CITY ENGINEER 4. REGULAR WATERING OF SITE WILL BE REQUIRED TO CONTROL DUST. ALL MEASURES SHALL BE TO THE SATISFACTION OF THE CITY ENGINEER 5. ALL CLEARING, EARTH MOVING OR EXCAVATION AC11VITIES SHALL CEASE DURING PERIODS WHEN WINDS EXCEED 15 MILES PER HOUR 6. ANY RECORDED MONUMENTS IN THE CONSTRUCTION AREA SHALL BE LOCATED AND TIED OUT AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION. ABBREVIATIONS AC BVC BW C/L CP CF EL/ELEV EX EVC FL FS FOW GALV GP GRBK. GRND ICB ICV LF. MAX MIN N.T.S. PB PA. PROP PVI PRC RM R/W SYC TC TR ASPHALT CONCRETE BEGIN VERTICAL CURVE BACK OF WALK CENTERLINE CONTROL POINT CURB FACE ELEVATION EXISTING END VERTICAL CURVE FLOW LINE ANISH SURFACE FACE OF WALL GALVANIZED GUARD POST GRADE BREAK GROUND IRRIGATION CONTROL BOX IRRIGATION CONTROL VALVE LINEAR FEET MAXIMUM MINIMUM NOTTO SCALE PULL BOX PROPERTY LINE PROPOSED POINT OF VERTICAL INTERSECTION POINT OF REVERSE VERTICAL CURVE RECORD MAP RIGHT OF WAY SYCAMORE TOP OF CURB TREE VENTURA COUNTY BENCH MARK 37-14 RM 1 EL=488.168 FT. (NAVO 88). A VENTURA COUNTY BRASS DISK LOCATED 0.5 Ml. SOUTHERLY ALONG TIERRA REJADA ROAD FROM ITS INTERSECTION WITH HIGHWAY 118 (LOS ANGELES AVENUEt AT THE SOUTHEAST CORNER OF A BRIDGE OVER ARROYO SIMI. TW TYP VAR VERT vc TOP OF WALL TYPICAL VARIABLE VERTICAL VERTICAL CURVE PREPMm ..,., DESIGNED BY: PHOENIX OVIL ENGINEERING, INC. AJR ENGINEERING REVIEWED BY: 4532 TELEPHONE RDMl. sum: 113 __,DRAWN ____ BY_: -- VENTURA. CA 93003 ~ (805) sse-saoo AJR CHECKED BY: M:11NG CITY ENGINEER MTE 1---J_M_T_-.:i=.'~2~1~ APPROllED BY: 50% SUBMITTAL • CITY OF MOORPARK PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION GRADING PERMIT NO. ENGINEERING PROJECT NO. ! /11111 • PROJECT MAP SCALE: 1" = 500' SHEET INDEX SHEET NO. DESCRIPTION 1 Tin.ESHEET 2 DEMOLITION -SITE -BASIN PLAN 3 GRADING PLAN 4 SECTIONS AND DETAILS ARROYO VISTA PARK PARKING LOT DESIGN TITLE SHEET $HEET __ 1_ ()F __ 4_ DRAWING NO. 169 f 1 ':;JI / DEMOLmON NOTES @ REMOVE EXISTING TREE @ REMOVE EXISTING VEGETATION AS NECESSARY WITHIN CONSTRUCTION ACCESS @ PRESERVE AND PROTECT EXISTING TREE @ REMOVE EX CONCRETE CURB @ REMOVE EX FENCE, APPROXIMATELY 380 FEET ___ LL 490 1+00 J 0 279' (29-9' x 18' S,.,;ACES)(2-9' x 18' Pl..AN~S) ·----. ____ _ DEMO -SITE PLAN SCALE: 1" -20' CONSTRUCTION NOTES @ PROPOSED 6" CONCRETE CURB. SEE ~ @ PROPOSED INALTRATION SWALE. SEE ----CXDt--~-+-~--t @ PROPOSED 4' x 4' TREE WELL Willi 6" CONCRETE fTS 3 CURB. SEE -------------+@-:--! © PROPOSED TREE TYPE AND SIZE TO BE DETERMINED BY CITY. ® PROPOSED 12'' WIDE CURB CUT IN EX CURB AT 10' SPACING (EQUALLY SPACED BETWEEN (4'\ TREE WELLS WHERE APPLICABLE). SEE @ 2+00 2+50 3+00 C/L SECTION OF INFILTRATION SWALE SCALE: 1" = 20' HORIZ. 1" = 4' VERT ' .:: :.-'::: ~.,-,::'"..,~ ... --------------.. @ PROPOSED CONCRETE GRADE BREAK. SEE -EB ®_ 1- -+£'!'==--- ·--·-----490 3+50 (J} "~ WOOD RAIL FENCE 1.00' VARIES MIN CIL 0.50' EX TOP OF CURB l_ ----- -filV~ = = I EX FLOWUNE LEVEL Pl.AN LEVEL ELEV PER PLAN CONCRETE GRADE BREAK SECTION SCALE: 1" -2' WOOD RAIL FENCE 1' VARIES VARIES (8' MIN) MIN STACKE STONE WALL --lEXGROUND ELEVPERPLAN ----------·--------FL_'T~~-- NOTE: DETAIL IS LOOKING DOWNSTREAM CONCRETE GRADE BREAK DETAIL SCALE: 1" = 2' VARIES (8' MIN) FL ELEV PER PLAN --------·--·----.. _[ ~GROUND ROCK COBBLE BLANKET Willi FILTER FABRIC INFILTRATION SWALE SECTION SCALE: 1" -1' EXAC PARKING LOT I/EX CURB AND GUTTER@ r.i.~ EXAC PARKING LOT U EXCURBAND GUTIER@ ~ ~ ia~::-:_:-:_-:_-:_-:_-:_-:_-:_-:_-:_-:_-:_-:_-:_-:_-:_~:_-:_-:_:_-:_-:_-:_-:_~..,.,_------~-f-~-r-~-~;-~-~-G-.IN-suEER-IT[~-11N-,;-. IN-C-. r.~=WNA~~:"':~sr~,--.~EN-G-,N-E"""ER-,N-G_R_EV_,EW_E_o_BY_: __ r-.---.--.~-.. -~-. """'T_C_I_T_Y __ O_F_M_O __ O_RP_....._ARK ___ --:_NG_"°_·...,.----A-PR-A-~-~-'(-N-~-~-b-~-T-~-E-p-5-~-R-N_K ___ __,_SHEET_~~2~:1 t~ 4 (805) 658-6800 1---'A..;.JR-'---t-----------OF __ 4_ .W..., 3 CHECKED Br: ACTING Cl1Y ENGINEER t».lE ENGINEERING f~ ~ 50%SUBMITTAL 1-7-16 __ J_M_T_--1=-~2~1~ PUBLIC WORKS DEPARTMENT PROJECT NO. DEMOLITION -SITE -BASIN PLAN DRAWING NO. N'Pft(Ml) sr: ENGINEERING DIVISION ~~ [',. R.c.E. N'P'D Do\lE 170 .!! ~ " ii 1r ~! ~"' 0 .. ~ " ;. i- "~ e-J_ 3:'? 3!? t~ -~ ~~ ~ .. 7 ,,. e If" 5 J2 4 ,,,i;: L 3 •o 2 ~~ , 50%SUBMITTAL 1-7-18 !~ .6. R.c.E. APP'D Do>TE ---~ ·;-_,-; .pf' • ,,, 279' (29-9' x 18' SPACES) (2-9' x 18' Pl.AWlERS) ' \ ;---------EX AC PARKING LOT -'-r,------- ~-" EX CONC.'.CURB AND GUTTER,~''- 5 .'' 6 ,•'"" ---·-. ---·------~ .· -----~~----- ~~ -:; / ___ -----........... _ ------------- DEMO -SITE PLAN SCALE: 1" = W CONSTRUCTION NOTES @ PROPOSED 6" CONCRElE CURB. SEE ~ ;;;\, ~ ('Ay'B\ 0 PROPOSED INALTRATION SWALE. SEE -----t~--::2-T-2=-! @ PROPOSED CONCRETE GRADE BREAK. SEE -EB @ PROPOSED 4' x 4' TREE WELL WITH 6" CONCRETE (T\ 4 CURB.SEE-------------~~--.-; © PROPOSED TREE TYPE AND SIZE TO BE DETERMINED BY CITY. ® PROPOSED 1X' WIDE CURB CUT IN EX CURB AT 10' SPACING (EQUALLY SPACED BETWEEN (4) TREE WELLS WHERE APPLICABLE). SEE ~ PREPAR£D er: DESIGNED BY: PHOENIX CIVIL ENGINEERING, INC. AJR ENGINEERING REVIEWED BY: 4532 ID..EPHONE l!OOD, SUITE 113 .. DRAWN ___ lrr_: _ __, =~~~003 ~ t--==-=A"'J:-R.,.--CHECKED Irr: .ICllNG Cl1Y EHGINEER ll'-TE JMT :1°~2~1~ N'PROllED Irr: • CITY OF MOORPARK PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION GIWllNG P£RlllT NO. ARROYO VISTA PARK PARKING LOT DESIGN GRADING PLAN $HEEF __ 3_ Of' __ 4_ DRAWING NO. 171 {,1; ~. ASPHALT CONCRETE C2-PG 64-10 APPLY TACK COAT AT PAVEMENT JOINTS SUBGRADE AT 95% R.C. (MIN) AC PAVEMENT SECTION SCALE: 1"= 1' REMOVE EX CURB 0 PROPOSED 6'' CONCRETE CURB. SEE --BJ @ PROPOSED TREE TYPE AND SIZE TO BE DETERMINED BY CITY. TREE WELL DETAIL SCALE: 1" = 3' 6" ---... ;;:; ..J ~ -.-------~----iB . " NOTE: REFER TO STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION, STANDARD PLAN 120-2, TYPE A 1-6. 2500 PSI CONCRETE (SSPWC 520-C-2500) CONCRETE CURB DETAIL SCALE: N.T.S. 6" 18" Ill ;;:; ..J ~ :;;) 0 . . <I.~ " .~ . . . " . . . . . .. . . . " . 111 . " . . NOTE: REFER TO STANDARD PLANS FOR PUBLIC WORKS CONSlRUCTION, STANDARD PLAN 120-2, TYPE A2-6. 2500 PSI CONCRETE (SSPWC 520-C-2500) - . . \ CONCRETE & CURB GUTTER DETAIL SCALE: N.T.S. EX CONCRETE CURB NOTE: FRONT VIEW TOP VIEW PROTECT EXISTING GUTTER (WHEN APPLICABLE) DURING SAW cumNG CURB CUT DETAIL SCALE: N.T.S. EX CONCRETE CURB i: ~ .... ..,..~~~~~~~~~--.~ ..... ~ ..... ~-.-~~~~~~.--~~~~~~~~~-r~~~~....-~~~~~~~~~~~~.,....~~~~~..,..~~~~~~~~~~~~~~~~~~ ...... ~~~ ..... ~~~~~~~~~~~~~~~~~~~~~ ..... ~~~~-1 PREPNtm SY: DESIGNED BY: ENGINEERING REVIEWED BY: GRADING ::i ~~.~:,,.-tf-----------+--+--1----1 50% SUBMITTAL PHOENIX CIVIL ENGINEERING, INC. 4532 m.EPHONE ROAD, SUITE 11 J VENTURA. CA 9300.3 ~ (805) 658-6800 JOtMntON 1111. n.e.ER RCE 80214 """' AJR llRAllN BY: AJR atECICED BY: JMT APPROVED BY: ARROYO VISTA PARK • CITY OF MOORPARK PERMIT NO. PARKING LOT DESIGN ACllNG Cl1Y ENGINEER DATE PUBLIC WORKS DEPARTMENT ENGINEERING ROBERT ANDERSON PE 58J83 PROJECT NO. SECTIONS AND DETAILS EXPIRATION DATE 12-31-15 ENGINEERING DIVISION $HEET_4_ DRAWING NO. ()f_4_ 172 ARRUYU Vl&TA PARt\ MOORPARK, CA ELECTRICAL CONSTRUCTION NOTES J • Tl1f GENERAL CONDITIONS AND 5UPPL£MENTARY GENERAL CONDITIONS 5HAl..L BE CONSIDERED AS PART OF THE SPECIFICATION. 2. FURNISH ALL lABOR. MATERJAL5, EQUIPMENT AND TOOLS TO PERFORM ElfCTRJCAL WORK. SHOWN. NOTED OR 501EOULfO FOR A COMP1£TE AND f1Nl5HEO tNSTAliATION. A. AU MATERJAl.5 AND EQUIPMENT SHALL BE COMMERCIAL AND SHALL CARRY A U.L LABEL B. MATERJAl5, PRODUCTS ANO EQUIPMENT. INCWOING ALL COMPONENTS THEREOF. SHALL 6E NEW AND SUCH AS APPEAA ON THE UNDERWRITER'S LAOORATORJES UST OF APPROVED ITEMS AND SHALL MEET Rf0UJREMENT5 OF ASTM, IEEE, 20 I 3 NEC, NEMA. AND Oll1ER R,Eccx;NlZED STANDARDS ANO SHAU BE SIZED IN CONFORMITY WITH REQUIREMENTS OF THE NATIONAL ELECTRIC CODf AND OTliER APPLICABLE CODES. WH101EVER ARE MORE STRJNGENT. 3. THE WORD "PROVIDE" AS USED HEREIN MfANS TO RJRNISH AND INSTALL COMPl..fTE. 4. ALL WORI\. TO 6f 1N ACCORDANCE WITI1 THE 2013 CEC (2013 NEC) ANO AU.APPUCABL.f FEDERAL. STATE ANO LOCAL COOE5. 5. SEO.JR.f AND PAY FOR All REQUIRED PERMITS ANO INSPECTION CERTIFICATES. b. ABOVE GRADE CONOl.HT SHALL BE STANDARD RIGID STEEL ACCORDING TO CODE REQUIREMENTS. CONDUIT SHAU. BE CONCEALED IN FINISHED ARfAS, EXCEPT AS OTHERWISE APPROVED BY ARCHITECT. RIGID CONNECTIONS SHALL BE COMPRESSION TYPE. UNDERGROUND CONDUIT SHAU. Bf SCHEDULE 40 OR 00 PVC OORIED A MINIMUM Of 24". 7. WIRE SHALL 6E SINGLE CONDUCTOR COPPER WITH bOO VOLT INSULATION. AWMINUM CONDUCTORS ARE NOT PERMITTED. I I 2 ANO SMAU.ER SHALL BE SOLID. 111 0 AND LARGER SHALL BE STRANDED. MINIMUM WIRE SIZE SHALL BE I 12. ALL WIRE AND CABLE SHALL BE NEW AND SHAU. BE BROUGHT TO TttE SITE IN UN BROK.EN PAC"-AGES. ALL WIRING OF ANY nf'f 5HALl BE IN CONDUIT. A. GENERAL WIRING SHALL 8E THWN OR THHN. 8. ABOVE GRADE W1RE CONNECTORS SHALL BE BY "SCOTOtl.OCK" OR EQUAL FOR 18 OR SMALLER AND Tte "l.OCP\.-TITE" FOR lb AND lARGER. 9. Tl115 CONTRACTOR SHALL DO ALL CUTTING, CHASING OR 01ANNEUNG AND PAT011NG REQUIRED FOR ANY WOR.P\. UNDER THIS DIVISION. ANY CUTTING SHAU. HAVE PRIOR APPROVAL OF THE OWNER. I 0. PROVIDE SAFETY ANO DISCONNECT SWIT01ES, SHALL 6f FUSED OR NON-FU5ED AS CAU.EO FOR ON DRAWINGS AND AS REQUIRED BY CODE. SWITCHES SHAU. BE HEAVY DUTY. LOAD ANO HOR5EPONER RATED AS MANUFAcnJREO BY SOUARf D, GENERAL ELECTRIC OR EQUAL. I I. JUNCTION. PULL BOXES AND COVERS WITHIN BUILDING SHAU. BE GALVANIZED STEEL. CODE GAUGE SIZE ANO ACCESSIBLE. 12. ELECTRICAL CONTRACTOR SHALL RECORD ALL FIELD CHANGES IN HIS WORP\. AS THE JOB PROGRESSES, ANO UPON COMPlfTION SHALL TURN OVER TO THE OWNER A "RECORD" SET OP PRINTS SHOWING THE CHANGES. 13. ALL ELECTRIC WOR.P\. SHALL BE INSTAU.ED 50 AS TO BE RfAOJlY ACCE55JBL.f FOR OPERATING, SERVICING MAINTAINING AND REPAIRING. HANGERS SHALL INCWDE ALL MISCEUANEOUS STEEL. SUCH AS CHANNELS. RODS. ETC •• NECESSARY FOR ll1E INSTALLATION OF 'NORI\. ANO SHAU. Bf FASTENED TO STEEL. CONCRETE OR MA.SONRY. 6UT NOT TO PIPING. AU. CONDUIT SHAU. BE CONCEALED WHERE POSSIBl.f. EXPOSED CONDUITS SHALL 6E IN STRAIGHT LINES PARALLEL WITH OR AT RIGHT ANGL.fS TO COWMN LINES OR BEAMS AND SEPARATED AT L.EA5ED 3° FROM WATER LINES WHEREVER THEY RUN ALONGSIDE OR ACROSS 5U01 LINES. CONDUCTORS SHALL BE ON CONDUIT. DUCTS. OR APPROVED RACfWA'l'S. 14. All 90 DEGREE ELBOY..s TO BE FACTORY MADE BENDS. I 5. PRIVATE LIGHTING SYSTEM SHALL NOT BE JOINT TREN01 WfTH PUBLIC l!TIUTY SYSTEM. I b. CONTRACTOR TO MAINTAIN PROPER SEPARATION A5 REOUIRfD BY THE UTILITY COMPANIES. I 7. CONTRACTOR SHALL Bf RESPONSIBLE FOR CAWNG FOR ANY AND All UTILITY AND CITY INSPECTIONS. 18. All GROUND CONDUCTORS SHALL Bf SPLICED TOGETHER WITH APPROVED CONNECTOR AT PULL BOXES AND CONNECTED TO GROUND WG lNS1DE POLE. 19. SEE IMPROVEMENT PlANS FOR SITE, SEWER AND WATER (ETC.) IMPROVEMENTS PRIOR TO START OF CONSTRUCTION. 20. CONTRACTOR SHALL CONTACT "DIG ALERT' FOR MAR.1\.-0UT PRJOR TO TREN011NG AS REQUIRED. 21. THESE PlAN5 ARE S01EMATIC AND ARf FOR 1l1f PURPOSE OF 5HONING HOW" TO CONNECT THE ELECTRICAL SYSTEM. WHILE THE DRAWING 15 AT ACTUAL SCA.LE, THE 5'YMB015 R.EfERfNCED ARE NOT. AND MAY APPEAR TO SHOW THE EQUIPMENT IN PlACES NOT INTENDED. THE CONTRACTOR IS TO FIELD VERIFY All UTJUTY COMPANY SERVICE POINTS/METER LOCATIONS. POLES. PULL BOXES BUILDING LIGHT lDCATION5, SERVICE EQUIPMENT LOCATIONS ANO OTI1fR ElfCTRlCAl APPURTENANCES PRIOR TO START Of CONSTRUCTION. ANY DISCREPANCIES AR.f TO BE ADORE55EO TO THE CLIENT BY MEANS 01" A "'R£QUEST fOR INFORMATION" (Rft). CONTRACTOR 15 TO VERIFY ALL LIGHT LOCATIONS WITH THE QTY PRIOR TO START Of CONSTRUCTION ANO DURING STMJNG. REFER TO LIGHT STANDARD DETAIL fOR STANDARDS. CONTRACTOR 5t1ALl CONTACT "DIG AJ.£Rr POR MARl\..-OIJT PRtOR TO TRJ::NCHING A5 REQUIRED. 22. PANEL OROJIT DIRECTORY TO COMPLY WITH 3ECTION 400.4. cec. 23. NATIVE SOIL SHAU. Bf ACCEPTABLE FOR TRJ::NCH BA.Cl\. fill PROVIDED THAT THE Fill MATERIAL USED SHALL PASS THROUGH A 1° SIEVE (QTY STANDARDS). SEE NOTE5 .f. DETAIL E/El-3. 24. COfllTRACTOR SHALL LABEL EA01 CIRCUIT WITH PHENOLIC PLA5TJC lABEL TAGS IN ANY DEVICE THAT HA.5 ACCESS. THIS SHALL INCWDE LIGHT POlf5, Pl.JU BOXES, PANEl5. AND ETCETERA. PANEL. CIRCUIT NUMBER AND VOLTAGE SHALL Bf IDENTIFIED. TAGS SHALL 8E AFPIXED WITH NnON ZIP-TIES. 25. PlANS CONFORM WITH CAL GREEN BUILDING CODE 20 I I, WHICH REQUIRES ALL NEW LIGHTING S't5TEM5 TO REDUCE ENERGY TO A MINIMUM OF 50%. 2b. CONTRACTOR SHALL BE R.ESPONSIBLE FOR VERIFYING ALL SITE CONDITIONS PRIOR TO START OF CONSTRUCTION. ALL EXISTING CONDmONS ARf BASED SITE VISITS BY THE ENGINEER OF RECORD AND MAY HAVE MISSED CERTAIN l'\.EY DETAJ15. 27. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL ANO DISPOSAL OF ALL fLXlURJ:S. LAMPS AND POlfS CONTRACTOR. 5HALL FOUOW THE OTY OF MOORPARl\.'5 GUIDELINES FOR PROPER DISPOSAL OF MATERIAL ANO SHALL BE RESPONStBl.E FOR ANY AND All A.550CIATED COSlS. 28. CONTRACTOR SHALL 6f RESPON5JBL£ FOR VERIFYING EXACT OUANTmES Of LIGHTS ON SITE DURING Tl1E BIDDING PROCESS ANO SHALL BRING ANY DISCRfPANCIES TO THE AmNT10N OF THE CITY OF MOORPARJ\.. PRIOR TO Tl1E AWARD OP CONTRACT. 29. CONTRACTOR SHALL PROVIDE 5UBMITTAL5 ON ALL LIGHTING PRODUCTS FOR OTY APPROVAL PRIOR TO PROOJR.EMENT. 30. CONTRACTOR SHALL VERIFY THAT ALL POLES ARE GROUNDED IN ACCORDANCE WITH NEC STANDARD PRACTICES. SHOUlO POLES NOT 6E GROUNDED TO FOUNDATION GROUND. PROVIDE GROUND STUD TO POLE ANO PROVIDE 11110 GROUND WIRE FROM POINT Of ENTRY TO WMtNAIRf 50 THAT WMINAIRf IS GROUNDED. VERIFICATION SHAU TAKf PLACE PRJOR TO 61D SUBMITTAL SPECIFICATIONS I. All PULL BOXES TO BE TYPE 3-1/2 P6 WITH TRAFFIC RATED LID AND 601.T DOWN COVER MARU"D "ELECTRJCAL". LEAVE 3' SLACI\. OP CONDUCTORS IN PUUBOX. SlZE PER SECTION 370-26. CEC. 2. FUSE HOLDERS TO BE WATERPROOF AND UL LISTED. INSTALL IN-LINE IN 'HOT l.EG5 ONLY. 3. ALL CONDUIT BELOW GRADE TO BE MINIMUM 3/4" 501EDULE 40 PVC. 4. AU SPLICES BELOW GRADE SHALL Bf MADE IN APPROVED PULL BOXES AND SHALL BE WATERTIGHT. USE ONLY EPOXY ENCAPSUlATED TYPE 3M BAGS OR EQUAL. 5. All 6ELOW GRADE CONDUIT SHALL BE SEALED UPON COMPlfTION Of INSTALLATION. b. ALL ELECTRJCAL CONNECTORS ABOVE GRADE SHALL BE UL LISTED. n'PE "IDEAL' WING..Nl!T OR APPROVED EOUAL. 7. AU ELECTRICAL WIRJNG TO BE SOLID COPPER CONDUCTOR WITH MINIMUM I I 0 AWG, TiiWN/THHN INSULATION RATED AT bOO VOlTS, UNL.E55 OTHERWISE NOTED. 6. ALL ELECTRICIANS TO HAVE PROOF OF CALIFORNIA Elt"CTRJCJANS CERTIACATf/CR£DENTtAL5. 9. ALL AOOVE GRADE JUNCTION BOXES TO Bf WEATHER-PROOF. SIZE PER SECTION 370-28, CEC. LEGEND BELOW GRADE ELECTRICAL CONDUIT ANO WIRE RUN. SEE PlAN5 FOR. TYPE ANO# OP WIRES. (I] CONCRETE UNDERGROUND PIJU.OOX. SEE SPEC. I AND DETAJl CIEL-3 -EXISTING 277/460V METER PEDESTAL SEE PLAN FOR t.OCATION A-1 CIRCUIT DESIGNATION. I ST# INDICATES PANEL R.EM.AINING I'S INDICATE ORO.HT POSITIONS. ®o@ EXISTING LED WMINAIRE 9o9 TYPE 'A' AR£A LIGHT. SEE WMINAJRE 5CHEOUL£ SHEET EL-I AND DETAIL l\lfl.-3 mo lYPE 'B' AREA LIGHT. SEE WM!NAJR.f 50tEDUL£ SHEET fl-I AND DETAIL Ml-3 £8to lYPE '81' AREA LIGHT. SEE WMINAJRE 501EDl.Jlf SHEET fl-I ANO DETAIL Ml.~3 .... TYPE 'C WALL LIGHT. SEE WMINAfRf SCHEDULE SHEET EL-I EB TYPE 'CI' CEILING LIGHT. SEE WMlNAIRf SCHEDULE SHEET EL-I PROJECT SITE LUMINAIRE SCHEDULE TYPE SYMBOL AXTURE 'l! z " u !:: ;, 3 => => 3 :i ~ ~ 0 a ":I @ x 4 e<>9 "' 0 " 8 " r-" * ® 4 ml<> 1J 0 x 0 8 " " * @ IC C81o 1J 0 x 0 8 " " * © 47 .... "' g x "' ~ "' * @ x 28 EB 0 ~ Sl "' * * OR CllY, ENGINEER APPROVED EQUAL - SHEET INDEX SHEET I OE5CRIPT10N fl-I CONSTRUCTION NOTES. SPECIFICATIONS, GENERAL NOTES fl-2 LIGHTING PLAN EL-3 DETAILS. 501EDULE5 El-4 TITI.f-24 WEST LOS ANGELE5 AVE VICINITY MAP N.T.5. VOLTS LAMPS r-r-"' d TYPE IQ 0 2 ~ ::I I: ~ ~ ~ g !?! " I: " x 40 11>4/ 2 LED 55 x 20 52115 I LEO ix 20 52115 I LEO 1X I MUlTI 20 LEO x I 20 20 LEO TITLE-24 APPLICATION CATEGORIES 0 ARROYO VISTA PAR.P\. CITY OP MOORPAAA.. CA SEE SHEET fl-4 FOR MANDATORY MEASURES. LIGHTING POWER ALLOWANCE FOR GENERAL HAR.DSC.APE-All.. DRIVEWA'r"S. PARFJNG STAL15 AND Pl.ANTING ISLANDS, SIDEWALKS. STAIRS= I 08,52b S.F. OF IU.UMINATEO HARDSCAPE. TOTAL GENERAL HARDSCAPE LIGHTING ALLOWANCE-XXXX WATI5. TOTAL tNSTAUED WAITS= 2.5 I 2 PER NRCC-l TO..O I -E SPECIFIED BY, VISUAL CONCEPTS LIGHTING, INC. 858-278-4503 MOUNTING g DESCRIPTION MFR t CATALOG NO. 1' ::I ":I => ~ 2 "' "' x CREE LED PARF.JNG LOT LIGHT FIXTURE: (2)STR-LWY-5M-HT -04-E-UL-BI\.-700-40P\.-lP-ML SEE DETAIL NEL-3 AV POL.ES AND LIGHTING POLE: AVPL-555-22-4-J J -Bl1'.-VC-I OYR/ 5A2-I 805-BLK CREf LED x WAU::..WAYUGHT PtXTUR.E: ARf-EOG-SM-DA-02-E-Ul-6"-700-ML SEE DETAIL Ml-3 AV POL.ES AND LIGHTING POL£: AVPL-RSS-1 1-4-1 I -OM 19-BLK-VC-I 0YR. CREf LEO x WAU..WAY LIGHT FIXTURE: ARE-EDG-SM-DA-02-E-UL-BK-700-Ml SEE DETAIL e,'EL-3 OUTr:.AST METAL WORF.5 ffTTER.: (I )01\MW-ARRO'r'O-&.-RX-2-8-BP\. COOPER INDUSTRIES x WALL LIGHT FIXTURE: XTOR2A-N SEE DETAIL &'El-3 COOPER INDUSTRIES x CEILING LIGHT FIXTURE: TRF I 5--C-LD2-2()...8..3SP\.-6Z-UNV-EO SEE DETAIL EVEL-3 lU C\J !><'.'. > 0 al'. <( lY) <( !><'.'. en lL <( al'. al'. (_) 0 <( 0 gz .,z 20 al'. IL 0 <( 02 gz ~ en 0 en 0 G ['.... 2 Iii.. Revisions: Iii.. Sheet Info: °'"""' ay, PJD Ched<ed ey, l<J'5R Scale: NIA Oat.!:: 04/28115 Job No.: CMP 13/ I 0252 Iii.. Sheet Title: NOTES SPECIFICATIONS Iii.. Sheet Reference: EL-I Sheet: of 4 173 \ ' \ PLAN NOTES 0 EXISTING 277/4WJV SWIT01GEAR. ANO LIGHTING CONTROLS. PANEL "lN, I 2Q'240V. VERIFY lDCATION. (:;\ UNDERGROUND PIJLLBOX. SEE INSTAUATION DETAIL D/EL-3 ANO SPEC. I/El-I. INSERT PULL BOX OVER EXISTING \:::.; CONDUIT. 0JT ANO TURN UP CONDUIT INTO PUU BOX. Rf-Pl.JU CONDUCTORS FROM POLE TO PULL BOX /6 REQUIRED IN ORDER TO MA.KE Rf-CONNECTION. SHOULD ONLY BE SHORT END TO POLf. USE SAME TYPE AND SIZE WIRE. 0 PROVIDE 3/4" C-2# IO. 1111 0 GND. BURY 24" BELOW GRADE. 0 NEW POLE/UGtfT f'ULLBOX LOCATION. SEE WMINAIRE SCHEDULE FOR lYPf AND IN5TAUATION DETAIL NEL-3. 0 CONTRACTOR SHAU. POUR CONCRETE COLLAR AROUND POLE BASE. SEE DETAIL NEL-3. © CONTRACTOR TO REMOVE EXISTING LIGHT ANO POLE AND OISP05E OF ACOOR.DINGLY AND Rff'lACE WITH NEW. SEE DETAIL NEL-3 0 EXISTING CONDUIT. SEE NOTE 2 FOR WIRING DETAll5. 0 EXISTING PANEL L-1, 277/400 VOLT. 0 EXISTING f'UUBOX FOR POWER ANO LIGHTING CIRCUITS. VERIFY EXACT LOCATION @ ~~~~:~UR.E~~~~~~~AJ~~~~~ ~~~~ :~~~~~E FASHION AS EXISTING WMINAIRES. CONTRACTOR TO PAJNT ANY UNMAT01ED BUILDING COLORS. @ LIGHTS FED FROM R.EC BUILDING PANEL AR.f 277V. @ TENNIS COURT LIGHTING PANEL. 277/400\/. couNTR'r'Y/000 DR \ \ ! : '1 \ ! I Ii\ i \ l l \ i l)f'.4 @ LIGHTS FED FROM TENNIS COJRT PANEL ARE 277V. r.:<l EXISTING CONDUIT ANO WIRING f'OR PARl'\!NG LOT LIGHTS ARf 400 VOLT AND FED FROM i...:.::,J 3-POL.f DISCONNECT IN 5WIT01GEAR. WIRE) TO 6E REMOVED AND Ol5CONNECT LABELED SPARE. REMOVE WIRES AND REINSTALL 211fJ, 11110 GND. JN EXISTING CONDUIT. Rf-R.OUTE WIRING TO I 2Ql240V PANEL 'lA' IN lAST SECTION OF SWITCHGEAR. CONTROL THROUGH EXISTING PtlOTOCEUJCONTACTOR CONTROLS. CONNECT TO SPARE CIR.QJIT POSITION LA-3. ORCUIT lA-5 IS SPARE. LABEL ON OR.OJIT CARD. @ LIGHTS FED FROM PANEL 'l.A', CIR.QJIT POSITIONS 2.4.b ARE I 20V. DEMOLITION NOTES 0 CONTRACTOR TO RfMOVE AU. EXISTING LIGHT POLES AND ftXTURfS. VERIFY DISPOSAL PROCEDURES WITH CflY Of MOOREPA.Rk. QTY OF MOOREPARIC. MAY REQUIRE OLD UNITS BE DELIVERED TO THEM. \ \ ~\ '··· [;] fi.J-f N!RTH 5CAL.f: I "=50-0" Under 9round Service Alert CALL TOLL FREE 1-800-277-2600 TVO \IORK[N(i DAY'S BEfllRE l'OU DIG ~r ii ""D ~' ~~~ ~c:;~ 'Ii.' ~;m ,. ~ ~~t- ~ ~~~ ,;,;-u ~ .... z ~ ,..,~a .~ ~~~ ; c:!:i~[ U• ~C::-..J Jl: '"'UI m ~~~ IJi' °' ..... 3 ~· ~::3 ~3 ' lf) IL (\J ~ 0 ~ r<) <( ()') IL <( <( I-0 lf) -2 > ~ t ~ <( IL " ~ O' ~ 0 it .... ~ 0 <( 2 u_j (\J ~ > 0 ~ <( r<) <( ~ ()') IL <( ~ ~ 0 <( 0 IL -2 0 GI'. 2 0 GI'. 0 <( IL IL .;; 0 2 GI'. i:: ~ 0 !! ()') G ()') 0 .... G ['-.. 2 lillr.. Revisions: lillr.. Sheet Info: Drawn By: PJD °"""""'""' KPSR x.., 1•.,. 10-0' om, 04/28/15 Job No.: CMPl3/10252 lillr.. Sheet Title: LIGHTING PLAN lillr.. Sheet Reference: EL-2 of 4 174 TYPE 'A' LED WMINAIRE. SEE ~ 501EDULE. 0 iU J: ~ " ~ !;; CONTRACTOR TO VERIFY BOLT SIZE AND BOLT PATIERN PRIOR TO PROOJREMENT. TYFE 'A', AREA LIGHT A INSTAUATION DETAIL c GRADE CONDUIT AND WIRING, SEE PLANS. PULL BOX INSTAUATION DETAIL NfW POLE. SEE WMINAJRE 501EOULE RECONNECT GROUNG WIRE TO GROUND WG PROVIDE DY-PACK GROUT UNDER BASE. RA15 BA5E UP A5 HIGH 16 OOLTS WILL AU.ON. CONDUIT AND WIRES. SEE PLANS. CONCRETE UNDERGROUND PULL 60X. SEf SPEC. I ALL BElDW GRADE CONNECTIONS SHAU. BE WATER.PROOF. Sff SPEC. 4 1 • ROCK BEDDING c;• 6E\'OND SIDES OF BOX AND I Cl DEEP. 3" INSIDE OF OOX. D TYF'E 'B' LED WMINAIRE. SEE SCHEDULE. AN010R OOL15 (4) 3/4" Rx 24" L x 3• H Wlll1 APPROVED GND. CONNECTOR GRADE 12· REBAR.:{4) 15 VERT. WI Ix 13 HORIZONTAL t 2' 0C WITH 3#3 WITHIN TOP I ~. MIN. 3• CONCRfTE COVER. SbO-C-2500 P.C.C.AGAINST UNDISTURBED OR COMPACTED (95% MIN.) EARTH. PROVIDE NON-SHRINK GROUT UNDER BA.SE PLATE 1-:EW=-1 ll@I I \J I I CONCRETE COUAR.. POUR I' LAAGER I TMAN f'OLE BA.Sf. INSTALL CONCRETE I ~5~10N ..I01NT FELT BETWE~ I L._NG SIOEWAU:. AND CO~ --~ ....--- FOR LfVELI"Y ,../" PUU. llOX WITH LIGHT. SEE DETAIL ML-3 CONDUIT AND WJRf /6 SHOWN ON PlANS NEW BASE INSTAUATION DETAIL TYPE B B TYFE 'B', 'B I ' AREA LIGHT INSTAUATION DETAIL ANISH GR.ADE TREN01 WIDTH 16 REQUIRED FOR CONDUITS. TRENCH AND CONDUIT INSTAUATION DETAIL BACl\.FILL MATERIAL: THE MATERIAL USED FOR BACKFIWNG 1l1E TREN01 ABOVE 1l1E SHADING MATERlAL ANO EXTENDING UP'NARD TO Tl1E SUBGRADf SHALL BE FRff OP ROCIG OR CLODS LARGER THAT b" IN ANY DIMENSION. THE COARSE MATERIAL SHALl BE WEU DISTRIBUTED THROUGHOUT THE FINER MATERIAL THE AMOUNT OF ROCIG OR CLDOS SHALL BE LIMITED, IN THE OPINION OF TI1E INSPECTOR. THE BACK.FILL MATERIAL SHALL MEET 1l1E REQUIREMENTS Of All APPUCABLf CODES, ORDINANCES ANO CITY STANDARDS ANO eE FREE Of DEBRIS AND ORGANIC MATTER. SHADING MATERIAL ANO INSTALLATION: NATURAL SAND, MANUFACTURED SANO, DECOMPOSED GRANITE, R.OC!\. FREE SANDY LOAM, EXISTING NATIVE MATERIAL OR COM61NATION THEREOF. AGGREGATE MATERIAL SHALL BE CAPABI£ OF PASSING THROUGH A ~·SIEVE. GRAVEL SHALL NOT AMOUNT TO MORE THAN 50% OP MIXTURE. SCREENING OR OTI1ER SUITA6Lf MEANS MAY BE REQUIRED AT 1l1E INSPECTORS OISCRfTION. 1l1E EARTH TREN01 BOTTOM SHALL BE STABLE WfTii A UNIFORM GRADE CONTAINING NO HARD CLOOS. ROCF5, AND ETCETERA. THAT MAY DAMAGE THE CONDUIT. IF IN Tt1E OPINION OF 1l1E INSPECTOR. THE CONDUIT MAY 6E DAMAGED DURING COMPACTION, A 3" SHADE OF MATER!AL ABOVE AND BELOW THE CONDUIT MAY BE REQUIRED. COMPACTION: SHADING AND BAa.FILl SHOULD BE COMPACTED IN ACCORDANCE WTTli GOVERNMENTAL AGENCIES AND SHALL HAVE A MINIMUM OF 90% RELATIVE COMPACTION. VERJFY' REQUIREMENTS WITH INSPECTOR. NOTE TO CONTRACTOR.: MAINTAIN PROPER SEPARATION FROM All. WET AND ORY UTIUTtES PER THE CITY OF MOORPARK AND SCE. -~ COde:C8C201J WlndSpeed;110mph(ultirtuQ) Rfskea&egorytl Shaft:AVPL-RSSS"t'OU"ldx11ga H1=10fl Lighlf"rxUe: ~lnOl.Sltedontop EPA"1.on11mure&*"' Andw:l"Rods:(4)314"x24"x3" Cona-eM Pier: 24" di\a • 4.0 fl embedmmll re = 3000 psi F=q,-UO-AI Ml;menl@base"'S70n-ln Sheal-@base= 90bl ~lslerelsoilbearing..--• ~later.llsolbeamgPf1=SSU1'9" Polll~:4.0ft D=1.8@pol9.0=1.8Z@fildln O.Oft 4.onrrm -- 83¢ "'"' S"diax10fttmgh (4JJl4"x2.rxJ"sd'cwlads (4)1SvertwdhJS3tie9@1 ttro.c ettop ~@17' POLE FOUNDATION DETAIL * EXISTING PANEL RECONNECT EXISTING PARJ\.JNG LOT LIGHTS TO I 20 VOLT CIRCUIT. CONTROL TI1ROUGH EXISTING PHOTOCELL CONTROLLER D TRENCH AND CONDUIT INSTAUATION DETAIL E TYPE 'Bl' LEO WMINAIRE. SEE Pl.ANS FOR LOCATIONS OP SINGLE AND DOUBLE RfPl.ACEMENTS. All UGNT5 SMALL 6E EQUIPPED WITH HVLO OCCUPENCY SfNSOR POR REDUCING ILWMINATION TO AT L£A5T 50% PER CAL GRUN BUILDING CODI! IN'HEN NO PR.fSENCf DETECTED. COAU. POL.f5 TO 6E REPIACED. CONTRACTOR TO VERJFY 60!..T SIZE AND BOLT PATIERN PRJORTO PROCUREMENT. RECONNECT GROUNG WIRE TO GROUND WG PROVIDE DY-PACK GROUT UNDER BASE. RAl5 8A5E UP /6 HIGH AS OOL15 Will AUDW. CONDUIT ANO WIRES. SEE PLANS. REPLACEMENT DETAIL TYPE BI NOT USED ~[ I "'O ~~~ ~ .u y I :;z b.' "'""T I ~,::;~ ~~~ I ><-u s· ~'-Z &\ ..,,~a mt ~~~ IL> ~'f:::i[ m ~C::C] Ji •C:UJ !111 ~H~~ 111 .... 3 I!.' ~::3 ;;::3 .... I lf) CL C\I l.L 0 al ('() <( (}") CL <( <( I-u lf) .,,z > al -tl ~ ~ <l) O<'. O' ~ 0 it: ...111111 al 0 <( 2 u.j C\I l.L > 0 al <( ('() <( l.L (}") CL <( al al 0 <( u CL .,,z 0 O<'. 2 0 O<'. IL 0 <( CL .i.i 0 2 O<'. t: ~ 0 !1 (}") G (}") 0 ...111111 u ('-.. 2 Iii.. Revisions: Iii.. Sheet Info: Drawn 6y: PJO Ched<ed ay, <PSR Seate: NT5 °""' 04/28115 Job No.: CMPJ 3/10252 Iii.. Sheet Title: DETAILS Iii.. Sheet Reference: EL-3 Sheet' 3 of 4 175 9'A1!.0l'orc.- OUTDOOR UGKTING ~fO.Ql:!! ......... 11!!!!5! I aimRCATEOFCOMPl.W'fCE ==YOVISTAPARK l'n:lted Addrft:s: MOORPARK. CA 93021 1-12/3l2015 NftCC.(.KM)l.£1 , ........ 1 CEJmFICATEOFCOMPl.JAllC( l::-:oVISTAPARK I- SlAT'EOF~ OUTDOOR LIGHTING ~TOOl-E~O!U! 1:.===-I-121312'015 """<'°"HI ,,.!of41 SfAl!.OF~ OUTDOOR UGHTlNG ?!'R'C'ltMl'l-E"""'"""!!!M! CElf11flCATE Of COMPUAMa k-:vo'1STAPARK 1- Name or Symbol Description of exempt lumlnalre In accordance with the exemptions A. OUTDOOR LIGHTING SCHEDULE and RElD INSPECTION ENERGY Q-IECJCUST 1or......-nm...-..maw_.q--.. &wrw~_....,~d!Jamrna.fr/f:IN*~­ ~.,dloo~&ogr~ Dedandion of Required lmtllbdon Certfftcnes-Declare by checking an Installation CertJfiates that will be submitted. (Rdaln copies and vertfyfotms are completed and signed.) Iii NRO-LTO-Ol-E -Must be submitted for an buildings la,_ - [ii NRO-ll0-02..£ ·Must be wbmitm:I for a lightinamntrolsystem, or for an 0 fleld lnspec[ar EnetJY Management Control System (EMCS), to be recognized for compliance. Dedamton of Requtred c.ertfflates at Acceptance-Declare by checking an of me Cenlflcates of Acceptance that wlll be submitted. (Retllln cop!M and verify forms are completed and 5lgned.) Schedule at lumlnafts exempt from the avtdDor Ughtlna mntru1 requirements In tl30.l(c) Name or Symbol Description of bempl: luminaire In aa:ordance with the exemptions --liemT .. .. • .. c Cl lUmlnalre Schedule Installed Watts --- LED 121 HEAD PARKING POLE UGHT 1BAn C ID 4 T.Jll LED PEDESTRIAN POLE LIGHT C ID I.. 208 LEO PEDESTRIAN POLE LIGHT 52.0 a 015 632 lEDWAU.PACK ~n 0 D 4 -... LED 20n C ID 1m 560 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ........ °""" ... -----"""""' - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Sun Di¥t. CA 112111 la!l'dydle~underpendyd~-!Mi-sclttie _ _,~ The...,_pr-.!onltlll~dCollpl:lnoeb._..,. __ I 1--12l'Jl'2015 1---111- ,..,....,......,.OMslar!ldtt. ..... _,,...._._c.....-._...... .. tt.~~-.,aan.-.. .......... oaawc.n11camor~1~ -]. n.......,"'*""-~~ ......... _....-_,,_....~,.,,-~ ........ ~ ..... -...w-dib.~d~ ccdamlw1he~dT&l4.'""11-l'IRliddle~Coded....--.. &. The......,...._,,_,.~die<lp,,,,._,._....-~a1ear.,.--..e .... can5ISHfll-11>elnlammm~onottier~~......-. ~~ ..... -~-tDIM~ll'lft'l'b'_... .... rllb~pl:O'fl'Jlt.....,_ 5. ·---d\Mi~ .... '°"'°'°""~""~lllllltlell'lldl~wllhrhtbllllclrll~llsued-the .......... madl ....... tDlhe""'- _,.,, .. ~~l-lhlla........-.............. lhbCenllkat9of~ll._.. •• llldudedwtc11the~lhebulder ......... mllw .~ . 1---1--12/3l'2015 I E8838 S8nOll!!go.CA921111 I 0 NRCA-LT0-02-A. Must be submitted for outdoor lishtin1 cootrols. I a Field lnspectOr ll'lSTAl.1£0 WATn PAGE TOTAL: Entft sum total al d ~(Sum T-i (Paplaf31 --ARROYOVISTAPARK ·=· The NRCC-lTO.Q2.f shall be used to document an manditmy outdoor flghtlna controls that are appllcable tD the projett. MlnlblDry OUtdDar l.lptq QIQtrol oemmlon 5manmlb a.a al that apply: C l.lghtq;sha'I becontn:Jled bysetf-conQfnedllghUrccuntroldevkz$11Whichwea!ftffledtothe El'll!!l'8'fCommlsslonaa:ordlnltotheTide20Appllanoe £mdency flesutatlons In accordance with tll0.9(1). a lJilht.,.d!dbea:mtroledbyaQgtntnsmntn11~or-..,managemen1:mntro1~1n~wlthtUG.9. AnlnmllatlonCertlflcate shallbe~in;iaor!bncewitt.U30.4(b). !I ADffshtingtmltn:lbmclequipmemshalc:omptywiththeapoliable~intllOSandshiiDbeinstillll!!din~..mthe~ lnstNcllonslnaccordanaiwllhfl.30.l 0 Put-Nf&htOWlooft.Jetitlnlcontrob, Mdeflnedln5ectlon 1DO.l.(b),shal1meoet.the~lnsealarl 110.9jb)5 0 Allautdoor~lurnll'laln!s~CM!l'"100Wltts,.deterrninedinaa::ordancewlth5oectlonl3QD(c),st'ldbecontroambyamotlonsensor. 0 All outdoor lumfnalrer.itedfvrusewllh llmpsgreate""tflan 150~watts,, detcrmlnedlnaa:ordantewlthSectfonl.30JJ(c),shaUcomplywltfl bdclllht. Upllcht, and G~ fcolledtYely relem:d to as -suG1 In acmnlance wtttl Section 130.l{tll a Alllnsralledautdaorllghtlngshaflbemntrolledbyaphotoamlroloroutdoorastronomlcaltm-witdiamtrolln~wttt.Sectlonl30.21c)l r:J AD inmllecloutdoor li&htins st>aU be dn:uited and~ cuntmlle:ltramothere1Ktric31 a-.ts by .. ~scfiedullnammrol ln ~wlthSectlon130.2(c)l D All lnstltledoub:borlllhMc. wherethebattumofthe~lsmountedl4h!ftortessabo.ettiesround.5hllbecontrolh:dwtthautomatlc l~controtsln~wltf!Secltanl30.Z{c)3 O For Outdam-sales~ Outdoor sates lats,. andOuldoor 5all!s Canopies righting. an autommc ligfltingmntrm In arx:anbnce withStttion 130.21<1' 0 ForBu1kfl111Faade.~llllHardscl~llndOutdaorD(r*'cil&fttlnt.1n1utomi11tlcnatrdT11(Dl1tnJlln~wlthSeaion130.2Cc)S ~ ~an occupancy permit Is granted for a newl!f construmd building or are.a. or a new llgMlna systl!!n1 serwh'll a buO(lnc.are.a. or site ts operated r-or normal use, Indoor llghtlng contnits sefVfnc the bulldlnc. are.a. or site shal bettr11ned as meetlflCthe Acceptance Reqlllnmlenb fcll"Code Campltance In MXUl'dana: wttti f130A.Ca). Outdoor llghtlna controls stian comply with the appllable nqulrements ofSectfofl 130.l(c) .rid~ Nonresldentlill A$1pi!!ndb1NA7.8 OUTDOOR LIGHTING POWER AUOWANCES ~ w• ctRllflC.ATEOFCOMPUAHCE --·ARROYO VISTA PARK __ 12/J/2015 A. OUTl>OOR UGKTlHG POWER AUOWANCE SUMMUY ~~~ I I ::::= I I ~~ I I ':n-== I 0 • 0 • 0 • 560 • GENERAL HARD5CAPE LIGHTING POWER AllOWANCE FROM TAlllf 140.7-4 ---.... ·-... -- (Pl"11ofC) '·"" 8.963 Sl"ATECFCl!l.-. OUTDOOR LIGHTING CONTROLS 1- MANDATORY OUTDOOR LIGHTING CONTROL SCHEDUlE and RElD INSPECTION otECKUST LocalionlndApplialionnr l.unttn.in:sbc;ng"""'"'lk:d A1 "' c llTATl!OI'~ Type/~afl.lghtlngConnotp.e. mcrtlonsemd",photgcal'rtn;>loutdoor astronotnlQldlM-SWftdlCOlrtnJI, ~lr.lliledflme-bnn:lzoneliahtinl -I PHOTOCB.l. PHOTOCELL PHOTOCB.l. TIMEQ..OCK TIMECLOCK OUTDOOtt!!!-IGHTI=~ POWER ALLOWANCES --ARROYO VISTA PARK I .. 16 2ll ---1 ... •r~appiy.orenter"E"lfE.<emptKI) 17JJl2015 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 [hplof41 ·S. WATTAGE ALLOWANCE PER SQUARE FOOT Of HARDSCAP£ AREA (Ornamt-ntal IJchtinl) -Tabfe 140.7-B O~b~totillslte~K!han!sape-..~~rurtNs....._lhallbeR!edfcwUIO-tu0tlasasdetem*ledlala;l;lnbrawlth Sealan130..Qlcl.and.t\llllbepa$l-mp~1sntems,penc1Mtlul!drlah:s,,0t~ A B I C I o E I G H I w--'~" ~fft!.af .......... "" w-Codeor Wm!!"" Oelp!Wm!I AhoftdWWS ci.itned Ha'dlopt 19•CI Sormbol ................. ...-.. (G.i~ (srmlerclOorll C""'-WATTAGE All.DWANCE PO SQUARE FOOT OF 5PEORCAREA • Tlble 140.7-8 O~flll'fUldinsfaatdes;Oltldllol"Sila:Ultl;VdtideSerYiG!Sblion~Vehidll~~~~Canoi*s:ffan.t*lcanapies:GAnl Stations;Studer4Pid~-.Outdolll'IJinins;5'1eci;i1Securiey~forR9Qi!l'artqandPl!desaQn~ A B C I 0 E I H I --1 ............ 0 .. 11 OVERHANGS J.t57 0408 I 88 LED EXTERIOR DOWNum 28 ... 560 3,276 DGTAUOI Outdoor llahtln& watUrfle) Into NllCC-tto-01-E;l>qel Sl"Al!.(FC~ OllTDOOR LIGHTING CONTROLS QC..ftllCC..l.lOGH'!~lllln!J I O:llTIFfCATEOFCOMPUANCE ===··- OOCUMOfl'ATION AUlHOll1i DKl.AllATION srAl'EMDfT 3.278 1. lanl"thal-Certlficab!d -lt~e-/7 --KevinShllpperd 1-,._..._// nm Rantan Rd. Suite c. 1~ San0lego.CA92111 I 85827"""' ,..,..,._,........,.,.,..., ... ~.----rhe-ol~· n........,_....,.._on_~ol~D--COtTWn. ·-~-OiwkD>JolU..~-......_,.C°*to..apt~-.-i..-....,,.,, .... ..,_,,....,~-thlo~af~ ·--1. lhemersrtenmanl~<pedflc:mlam.~~-~........,.,..,lhelllddlnt......,.,,.~dnlenlden!llled-t1111~of ~.....rurmnitht......-ofTl!le2"'-PmlWPm6ofthll!t.ufomllCadtaflltP'kllolllo. .. Thorbulldlna......,,._.,...._,......,~kleM!fted .... 11*Certllateol~ .... ~wtc11-~pr...ici.d-uthe<appllablo ............. -.-..~~-..-~--lhe~far----bulldlr.:1"""111~ s. •---·~...,........,orlhb~uf~--...-..--.1tri.-.p:nnitfl;l.......,..,.,,tt......._....i....,.._....mt1oe ~~..., ............ .....,.__,.........,.thm•~...,..a.....,.o1-Cnt11Uteol~lt~mbelrduded.l!hthe-......-o. .....,,__..._tDrhe ... --11-. -....... -MllanN!edlrhaus 1--~ 12/3l'2015 I E8838 S8n0iego.CAB21111 I STAll!rlF~ OUTDOOR UGHTING POWER AUOWANCES ~loeH:ll'l!o!ood05!!51 ~-lolmtOrSDEQAllATIOlllSTil.lDIEn" 1. •-thd-~ftf -1$~-camdel ... -K.mShllppenl 1- 7297 Ronlorl Ritl Suite c. 1.....a,u..,......--"' ... ........, ...... 11-eia-sofll"e-d~ lhe""""-.......-on!lll!.~gf~lsaw:--.m.. ,~-12/312D15 1~- I BS<l7M503 K~// 1...,di19* ..... DtmlonJddlelmlllt-u-~~IO~~lcrrhe"""""*"1"0<"1'1lm1~-~--~dCDrl'lipllala ·--1 n.._.,'-8_,peotarm.a~.......,..,....__-~....,..furit."*'"'._,.,,.IYIR<ol*""'"""""""'on!NsCerlllkznld Comcllbraoonbmmn...,...._.,..,,.._1._hrt1..:lhrtlid!loec.-lonGCodtol~ &. n.-,.de<lp...._..,symni....,.r.m....~--Ce'!IRtn9d~..,c:ondst..-.wlttlit.w..n..a.pvoldedm._......,..anplllfa ~----.--.,, .... -~ ........ --t:i.~...--,---wro.w.i.-...-.~ s. ·-~--~tlpledmpydW..Ceril!lauol~-be---lhe°'*"'lpeme("lssued""d'wl~---tDlfoe ~_...,._ • ....__~.~-·~~.....,.a1-~o1~1s~mbelndu*d.Mi--......-111e -Dl'CMde•the ... .--... __ ---..... Nlldstlaug 1--....:..-- I E1l638 S81'10i8ga.CA921111 1-SS&-287-4503 Iii.. Revisions: Iii.. Sheet Info: Scale: Date: Job No.: PJO l<f'SR NIA 04/28/15 CMPl3/10252 Iii.. Sheet Title: TITLE 24 FORMS Iii.. Sheet Reference: EL-4 of 4 176 ARRUYU VI~ TA PARK P~2 SHEET INDEX - MOORPARK, CA ELECTRICAL CONSTRUCTION NOTES SHffT I DESCRIPTION EL-I NOTES. SPECIFICATIONS, 501EOULE EL-2 LIGHTING PLAN I I. THE GENERAL CONDITIONS AND 5UPPl.BVIENTARY GENERAL CONDITIONS SHAU. 6E CONSIDERED A5 PART Of THE SPEOACATION. EL-3 LIGHTING Pl.AN 2 2. R.JRN15H ALL LAOOR. MATER.IA.LS. EQUIPMENT AND TOOLS TO PERFORM El..fCTRICAL VvORI\. SHOWN. NOTED OR 501EDULED FOR A COMPLETE AND FINISHED INSTAUATION. A. All MATERtAl..5 ANO fOl.Jtf'MENT 5ttALL BE COMMERCIAL AND 5HAL1 CARX:f A U.L l.A&L B. MATERIALS. PRODUCTS ANO EOUIPMENT. INQUOING ALL COMPONENlS THERfOF, 5HAll 6E NEW ANO SUCH AS APPEAR ON THE UNOER'NRITER'S lAOORATORIES UST OF APPROVED ITEMS AND SHAU. MEET REQUIREMENTS Of ASTM. IEEE. 20 I 0 NEC, NEMA. AND OlHER RfCOGNIZEO STANDARDS AND SHALL BE SIZED IN CONFORMITY WITH RfOUIREMfNTS Of THE NATIONAL ELECTRIC CODE ANO OTHER. APPUCA6lf CODES. WHl01EVER ARE MORf STRJNGENT. MUSCO SPORTS LIGHTING IS NOT A PART OF THE RECREATIONAL TRAIL PROJECT BID. EL-4 LIGHTING Pl.AN 3 EL-5 DETAILS EL-b 1-UNE, PANEL 501EDULf. DETAILS 3. THE WORD "PROVIDE" AS USED HEREIN MEANS TO R.JRNl5H AND INSTALL COMPLETE. 4. A.1..1.. WO~ TO BE IN ACCORDANCE WITH THE 2013 CEC (20J 3 NEC) AND All APPUCABlf FEDERAL STATE ANO LOCAL CODES. 5. SEOJRf ANO PAY FOR All REOUIRfD PERM115 AND INSPECTION CERTtACATES. '· ABOVE GRADE CONDUIT SHAU BE STANDARD RIGID STEEL ACCORDING TO CODE REQUIREMENTS. CONDUIT SHALL 6f CONCEAlfO IN RNISHED AR£/45, EXCEPT AS OTHERWlSE APPROVED 6Y AR011TECT. RIGID CONNECTIONS SHAU Bf COMPRE5510N TY1'f. UNDERGROUND CONDUIT 5l1A1..L 6E 501EDULE 40 OR 00 PVC 8URJED A MINIMUM Of 24". 7. WIRE SHAU.. BE SINGLf CONDUCTOR COPPER WITH bOO VOLT INSUlATION. AWMtNUM CONDUCTORS ARI:. NOT PERMITTED. I 12 ANO 5MA.U..fR SHALL BE SOLID. I I 0 AND I.AR.GER 5HAU 6f STRANDED. MINIMUM WIRE SIZE SMALL 6E I 12. AU. WIRE AND CA8LE SHAU. BE NEW AND 5HAll 6f 6ROUGHT TO lHE SITE IN UN6RO~N PACl'AGl5. AU. WIRING OF Ar.tY TYP'E SHAU. BE IN CONDUIT. A. GENERAL INIRJNG SHAU. BE THWN OR THHN. 8. ABOVE GRADE WIRE CONNECTORS SHALL Bf BY "5COT01lDCI\." OR EQUAL FOR 18 OR SMALLER ANO na "LOCl\.-TllE' FOR lb AND LARGER. 9. THIS CONTRACTOR SHALL DO AU. CUTIING, CHA.SING OR CHANNELING ANO PATCHING RfClUIRED FOR ANY \NORK UNDER THIS DIVISION. ANY OJTTING SHAU. HAVE PRJOR APPROVAL OF THE 01/v'NER. I 0. PROVIDE SAFETY AND DISCONNECT SWITCHES. SHAU. BE FUSED OR NON-FUSED AS CAllfD FOR ON DRAWINGS AND AS RfOUtRfD BY CODE. SWITCHES SHAU. Bf HEAVY DUlY, LOAD AND HOR5EPONER RATED A5 MANUFACTURED BY SQUARED. GENERAL ELECTRIC OR EQUAL. I I. JUNCTION. PULL BOXES AND COVERS WITHIN BUILDING SHALL BE GALVANIZED STEEL. CODE GAUGE SIZE AND ACCESSIBLE. 12. ELfCTRJCAL CONTRACTOR SHAU. RECORD All. FIELD CHANGES IN HIS Vv'ORK AS THE JOB PROGRf55E5. AND UPON COMPLETION SMALL TURN OVER TO THE OWNER A "RECORD' SET Of' PRJNlS SHOWING THE CHANGES. 13. AU. fl...fCTRJC WORK SHAU. Bf INSTAUID 50 A5 TO Bf READILY ACCE5516Lf FOR OPERATING. SERVICING MAINTAINING AND REPAIRING. HANGERS SHALL INCWDE ALL MISCEUANEOUS STffl, SUCH AS 01ANNElS. ROOS, ETC .• NECESSARY FOR lME INSTAUATION Of WORK AND SHALL 6E FASTENED TO STEEL. CONCRETE OR MASONRY. BIJT NOT TO PIPING. ALL CONDUIT SHALL BE CONa:ALED !M1ERE POSSIBI.£. EXPOSED CONOU/lS SHALL 6E IN STRAIGHT LINES PARAUEL Wlll1 OR AT RIGHT ANGL.f5 TO COWMN LINES OR BEAMS ANO SEPARATED AT LfASED 3" FROM WATER LINES WHEREVER Tl1EY RUN ALONGSIDE OR ACROSS 5U01 LINES. CONDUCTORS SHALL Bf ON CONDUIT, DUCTS, OR APPROVED RACEWAYS. I 4. All 90 DEGREE El.OOWS TO 6E FACTORY MADE 6END5. J 5. PRIVATE LIGHTING SYSTEM SHALL NOT BE JOINT TRENCH WITH PUBLIC UTIUTY S'rSTEM. I G. CONTRACTOR TO MAINTAIN PROPER SEPARATION /45 RfOUIRfD BY lHE UTILITY COMPANIES. I 7. CONTRACTOR SHAU Bf RESPONSIBLE FOR CAW NG FOR ANY AND Ali UTILITY AND CITY INSPECTIONS. 18. AU. GROUND CONDUCTORS SHALL BE SPLICED TOGETHER WITH APPROVED CONNECTOR AT PUU. BOXES ANO CONNECTED TO GROUND WG INSIDE POLE. J 9. SEE IMPROVEMENT PLANS FOR SITE, SEWER AND WATER (fTC.) IMPROVEMENTS PRIOR TO START OF CONSTRUCTION. 20. CONTRACTOR SHAU CONTACT "DIG ALERl" FOR MAR.1\.-0UT PRJOR TO TRENCHING A5 REQUIRED. 21. THf5f. PlAN5 ARE SCHEMATIC ANO ARE FOR lHE PURPOSE OP SHOW'ING HOW TO CONNECT THE ELECTRICAL SYSTEM. INHILE THE ORAW'lNG 15 AT ACTUAL SCALE, THE SYMBOLS REFERENCED ARE NOT. AND MAY APPEAR TO SHOW' THE EQUIPMENT IN Pt.ACES NOT INTENDED. THE CONTRACTOR IS TO FIELD VERIF"r' ALL UTILITY COMPANY SERVICE POINTSlfYlfTER LOCATIONS. POL.f5, PUU. 60Xf5 BUtWING LIGHT LOCATIONS, SERVICE EQUIPMENT LOCATIONS AND 0Tl1ER ELECTRICAL APPURTENANCf5 PRIOR TO START Of CONSTRUCTION. ANY OISCREPANQES ARE TO Bf ADORE55EO TO TttE CLIENT BY MEANS Of' A "REQUEST FOR INFORMATION" CRFO. CONTRACTOR 15 TO VERJF"r' All LIGHT LOCATIONS Wlll1 TttE Gm' PRIOR TO START Of' CONSTRUCTION AND DURING STM.ING. REFER TO LIGHT STANDARD DETAIL FOR. STANDARDS. CONTRACTOR 5HAU. CONTACT "DIG ALERT" FOR MARK-OUT PRIOR TO TRENCHING AS REQUIRED. 22. PANEL ORCUIT DIRECTORY TO COMPLY WITH SECTION 400.4, CEC. 23. NATIVE SOIL SHALL BE ACCEPTABLE FOR TRENCH MCI'. FILL PROVIDED THAT THE fill MATERIAL USED SHAU PASS THROUGH A J" SIEVE (QTY STANDARDS). SEE NOTES 4 DETAIL E/EL-5. 24. CONTRACTOR SHAU. lABEL EACH CIRCUIT WITH PHENOLIC PLASTIC lABfL TAGS IN ANY DEVICE THAT HAS ACCE55. THIS SHAU. tNCWDE LIGHT POLES. PULL BOXES. FANEL5. ANO ETCETERA. PANEL. CIRCUIT NUMBER ANO VOLTAGE SHAU BE IOENTlflED. TAGS SHALL BE AfAXED WITH NYLON ZIP-TIES. SFECIFICATIONS I. AU. PULL BOXES TO Bf TYPE 3-1/2 PB Wlll1 CONCRETE 60LT ()()'lv'N COVER MA.Rl'.EO "ELECTRICAL", UNLf55 OTHERWISE DIRECTED. LEAVE 3' SLACK. Of CONDUCTORS IN PUU.OOX. SIZE PER SECTION 370-28. CEC. 2. RJSE HOWERS TO BE WATERPROOF ANO UL LISTED. 3. ALL CONDUIT eELOW GRADE TO Bf MINIMUM 3/4" SCHEDULE 40 PVC. 4. All SPLICES BElDW GRADE SHAU BE MADE IN APPROVED Pl.JU. BOXES AND SHALL Bf WATERTIGHT. USE ONLY EPOXY ENCAPSUIATED TYPE 3M BAGS OR. EQUAL 5. All BEWW GRADE CONDUIT SHAU. BE SEALED UPON COMPLETION OF IN5TAUATION. b. AU. ELECTRICIANS TO HAVE PROOP OF CALIFORNIA ELECTRICIANS CERTIACATQ'CR.EDENTIALS. 7. AU. ABOVE GRADE JUNCTION BOXES TO 6E WEATHER-PROOP. SIZE PER. SECTION 370-28. CEC. GENERAL NOTES I. THE CONTRACTOR SHALL PREPARE A CONDUIT LAYOUT DRAWING INDICATING 111E LOCATION Of' All EXISTING UNDERGROUND UTIUTIES ANO Tl1f ROUTING AND DEPTH OF ALL NEW UNDERGROUND FEEDER AND BRANOi CIRCUIT CONDUITS. THIS DRAWING SHAU. ALSO INDICATE THE UNDERGROUND PWMBING, PIPING ANO All 0Tl1ER UNDERGROUND STRUCTURES NEW AND EXISTING. THE ORAW'lNG SHAU. BE USED A5 Tl1E BASIS FOR COORDINATION BETWEEN THE DISCIPLINES. THE CONDUIT lA'IOUT DRAWING SHALL BE SUBMITTED TO Tl1E CLIENT FOR REVIEW ANO APPROVAL PRJOR TO CONDUIT fN5TAUATION. NO TREN01JNG SHALl BE STARTED OR CONDUIT SHAU. 6E INSTAU£0 UNTIL TttlS CONDUIT LAYOUT DRAWING HAS BEEN SUBMITTED. REVIEWED ANO APPROVED. LEGEND BELOW GRADE ELECTRICAL CONDUIT AND WIRE RUN. SEE PLANS FOR TYPE AND I OF WIRfS. BELOW GRADE MUSCO SPORTS LIGHTING ELECTRICAL CONDUIT AND WIRE RUN. SEE PLANS FOR TYPE AND I Of WIRES. CTJ CONCRETE UNDERGROUND f'ULLOOX. SEE SPEC. I AND DfTAIL O/fl-5 ~ TYPE 'A' PAR.l\.ING LOT LIGHT. SEE WMINAIRE SCHEDUl..E SHEET EL-I ANO DETAIL N'EL-5 oe TYPE 'B' PAR.KING LOT LIGHT. SEE WMINAIRf SCHEDULE 5HEfT EL-I ANO DETAIL N'EL-5 oe TYPE 'C STREET LIGHT. SEE WMINAIRE SCHEDULE SHEET EL-I AND DETAIL EVEL-5 °'9 TYPE 'O' WALKWAY LIGHT. SEE WMINAIRE SCHEDULE SHEET EL-I AND DETAIL CIEL-5 oCJ TYPE 'f' WA.U:....WAY LIGHT. SEE WMINAIRE 501EDUL.E SHEET EL-I AND DETAIL CJEL-5 og] TYPE 'f" WAU<..WAY LIGHT. SEE WMtNAIRf 501EOULE SHEET EL-I ANO DETAIL OEL-5 -MUSCO SPORTS LIGHT CONTR.OllfR CABINET IEl'2"n EXISTING SITE SWITCHGEAR CABINET -NEW SITE LIGHTING/SPORTS LIGHTING SWIT01GEAR. [] 5CE SERVICE POINT. VERIFY EXACT LOCATION WITH UTILITY WORK ORDER. A-1 OROJIT DESIGNATION. I ST I INDICATES PANEL REMAINING I'S INDICATE CIRCUIT POSITIONS. Cl E9 MUSCO SPORTS LIGHTING POLE . # INDICATES POl..E PER MUSCO PLANS. LUMINAIRE SCHEDULE TYPE SYMBOL FIXTURE 'll z "' u ':/ ~ ~ " " 5 ~ ~ 0 J: 3 u ~ ~ @ 3 ~ "' 0 x " 8 " ~ " .... ® 8 ~ "' 0 x 3l ~ 8 " .... © 14 oe " 0 x " 8 " ~ .... .... @ 29 om " 0 x N 8 0 ~ .... .... © 47 oCJ 0 0 x "' 8 "' ~ "' .... © 7 og) ~ 0 x ~ 8 .. @ x 3 0 0 0 0 ~ ~ ~ VOLTS " " "' l[l 0 6 2 ~ ~ ~ g J: .... IX 2 IX I IX I IX I x I x I x I fl-7 J-UNE. PANEL 501EDULf. DETAU5 EL-ll TITL.f-24 EL-9 MUSCO OfTAll5 EL-10 MUSCO DETAILS EL-I I MUSCO DETAILS TITLE-24 AFFLICATION CATEGORIES ARROYO VISTA PAR.I\. 4550 TIERRA REJADA RD, MOORPARK., CA 93021 SEE SHEET EL-8 FOR MANDATORY MEASURES. LIGHTING POWER ALLOINANCE FOR GENERAL HARD5CAPE-AU. DRJVEWA'r'"S. PAR.KING STAUS AND PLANTING ISLANDS, SJDEW'AL.J'5, STA!R.5=279.810 S.f. OF IWJMINATED HARDSCAPE. TOTAL GENERAL HAROSCAPE LIGHTING ALLOWANCE-42.32D WATTS. TOTAL INSTALLED WATTS ... b,83b PER NRCC-LT0-0 l -E (2 OF 3). SPECIFIED BY' VISUAL CONCEPTS UGHTING, INC. 858-278-4503 IAMP5 MOUNTING "' ";/. DE5CRJPTION MFR 4 CATALOG NO. lYPE (j ~ :l ~ :J ~ ~ It' ~ f2 "' "' CREE LIGHTING 40 104/ x PARKING LOT LIGHT f'IXTURE: (2)5TR-LINY-5M-HT-04-E-UL-81'.-700-IP-401\.-ML LED 38 SEE DETAIL NEL-5 ACCE550R.Y: XA-8RDSPl\.b0, XA-BRDSPKH5G AV POL.15 ANO LIGHTING: AVPL-555-22-4"-I 1-0Tl1ER-Bl'..-I OYR PITTER: SA2-I OOS....Bll\.-X8" CREE LIGHTING GO 92/ x PAR.KING LOT LIGHT f'IXTURf: STR-LW'l"-4M-HT-04-E-UL-BK-700-IP-4.QK-ML LED 251 SEE DETAIL NEL-5 ACCESSORY: XA-BRDSPKbO. XA-BRDSPKHSG AV POL.ES AND UGtff!NG: AVPL-555-22-4"-I 1-0lHER-BK.-l 0YR FITTER: SA l 5-6LK-X8" CREE LIGHTING MULTI 53 x STREET LIGHT FIXTURE: 6XSP-B-HT-2LG-A-401\.-UL-BK LED SEE DETAIL ML-5 ACCESSORY: XA-SP I BRDSPI\. AV POLfS AND LIGHTING: AVPL-RSS-22-4"-I 1-DM 19-BL-J 0YR FITTER: AVPL-5MA-1-2'-0'-1-BK·l 2"RJSE CREE LIGHTING 20 4e; x WAU:..WAYUGHT FIXTURE: STR·LWY-5M-HT -02-E-UL-BK-700-IP-40K-ML 13 LED SEE DETAIL OEL-5 ACCESSORY: XA-BRDSPl\.30. XA-BRDSPl\.HSG AV POl£5 AND LIGHTING: AVPL-555-20-4"-J 1-61\.-1 0YR FITTER: SA I S-6LK-X8• CREE LIGHTING 20 4e; x WAU:...WAY LIGHT FIXTURE: STR-LWY-2M...t1T -02-E-UL-81'.-700-IP-401\.-ML 13 LED SEE DETAIL CIEL-5 ACCE.5SORY: XA-BRDSPK.30. XA-BRDSPIQ1SG AV POLfS ANO LIGHTING: AVPL-555-20-4"-I 1-&-IOYR FITTER.: SAJS-6l...K-X8" CREE LIGHTING 20 4e; x WAlf..WAYUGHT FIXTURE: STR-LWY-2MB-HT ...02-f-UL-&-700-IP--40"--ML LED 13 SEE DETAIL O'EL-5 ACCESSORY: XA-6RD5P"30, XA-8RD5Pf\115G AV POLES ANO LIGHTING: AVPL-555-20-4"-I 1-BK-VC-I 0YR FITTER: SAi 5-BLK-X8" x CREE LIGHTING MULTI GQ CANOPYUGHT FIXTURE: IG-NM-5S-J-40K·IL-WH-PML 22 LED ~[ . ~ ""a ~~LI &] ~:~ II.' ..... T ' . ml ~~~ z-; ~-"'""O. ~~w ~ -..-u J' ~ ..... z li'-..... ~a a• ~~~ I ~'r::;i[ Uf ~t::iiiJ ill! ~~m ~~~ li'l ~~~ ii" :;:3 .... (\J IL 0 Cl<'.'. ('() <( (J) CL <( <( I-u lf) .,,z > a,( t ~ <( <I 8z O' ~ 0 it " Cl<'.'. 0 <( 2 u..i (\J :.L > 0 Cl<'.'. <( ('() <( IL (J) CL <( Cl<'.'. Cl<'.'. 0 <( u CL .,,z 0 a,( 2 0 a,( 0 <( IL CL _;; 0 2 a,( c ~ 0 ~ (J) G (J) 0 .111111 Q ('-2 ~ Revisions' ~ Sheet lnh :::~s:R Sc.ale: Date: XX/XXJ I 3 Job No.: Pl 52 ~ Sheet Title' NOTES SFECIFICATIONS SCHEDULE ~ Sheet Reference' EL-I Sheet: of 8 177 FLAN NOTES 0 @ 0 0 0 © 0 @ ® @ @ @ EXISTING 5CE 30 TRANSFORMER. SEE UTILITY SERVICf ORDER. PROVIDE (2) 4" DB CONDUIT ONLY WITH f'UU ROPE. SEE 5CE SERVICE ORDER FOR EXACT LOCATION OF TREN01 AND IN5TAUATION RfOUIRfMENTS. EXISTING PANEL "lA' 277/4WV EXISTING BELON GRADE CONCRfTE PULLBOX. MUSCO SPORTS LIGHTING CONTROL CABINET. SEE DETAIL A/f.L-7. PROVIDE l "C-2118. I# I 0 GNO. BURY 24" BELOW GRADE. PROVIDE I "C-3#8, I# I 0 GNO. BURY 24" BELOW GRADE. PROVIDE l-C-3#b. 11 I 0 GNO. 81.JR.Y 24" BELOW GRADE. PROVIDE I "C-2#b, II I 0 GND. BURY 24" BELOW GRADE. EX 2"C-lN5TAu. 3#b, G#8, 11I0 GND. BURY 24" BELOW" GRADE. PROVIDE l l/4"C4A!8. lllOGND. BURY 24" BELOW GRADE. EXISTING CONDUIT ANO WIRf FOR SWITCHGEAR 5U6-FEED TO REMAIN. SHOULD t.JO GND WIRE EXIST, PHA.SE TAPE GREEN ONE Of SPARE PHASE CONDUCTORS ANO TERMINATE ON GROUND BUS. @ e @ @ @ @ @ @ @ @ @ @ PROVIDf I l/4"C-b.fb, II I 0 GND. 61.JRY 24" BELOW GRADE. PROVIDE I l/4"C-b#b, 318. 11I0 GNO. 61.JRY 24" BELOW GRADE. PROVIDE I //4"C-b#b, Q8, lllOGND. 6URY24" BELOW GRADE. PROVIDE ?C-31'4. I S#b, 118 GND. BURY 24" BELOW GRADE. PROVIDE 2"C-314. I S#b. 3# I 0. 118 GND. BURY 24" BELOW GRADE. PROVIDE I l/4"C-b#4, 1118 GND. BURY 24" BELOW GRADE. PROVIDE I 1/2"C-b#4. 3# I 0, I #8 GND. BURY 24" BELOW GRADE. PROVIDE l l/2"C--b#4, b#IO. 118 GND. BURY 24" BELOW GRADE. PROVIDE. I "C-3# I 0, 118 GND. 61.JRY 24" BELON GRADE. PROV!Df I "C-G.t I 0, 118 GNO. 81.JRY 24" BELOW GRADE. PROVIDE I l/4"C-~10. 118GND. BURY24"BELOWGRAOE. PROVIDE J l/4"C-121110. I #8 GNO. BURY 24" BELOW GRADE. REMOVE EXISTING 5W1TOIGEARANO MUSCO LIGHTING CONTROLS. IN5TAU TYPE b PUUOOX OVER TOP OF CONDUITS AND PAT01 AND Rff'lACE CONCRETE ACCORDINGLY. RECONNECT All EXISTING CONDUCTORS /6 RfOUJRfD. MU5CO SPORTS LIGHTING CIRCUITS Wfll BE CONTROUfO FROM NEW SPORTS LIGHTING CONTROL CABINET PER PLAN. 6UILDING INTERIOR ELECTRICAL STEP-DOWN TRANSFORIVIER WILL BE RECONNECTED TO THE EXlSTING SWITCHGEAR SUB-FEED CONDUCTORS. THE EXISTING CONDUCTORS ARE FORA 400V, 30 SUB-FEED WITH 3 HOT LfGS AND NO NEUTRAL ONE OF THE HOT LfGS SHAU. BE ABANDONED. SHOULD TI1ER.E .bl.OT BE AN EXISTING GROUND WIRf, ONE ON THE PHASE WIRES WIU. BE CONVERTED TO A GROUND 6Y PHASE TAPING GREEN AT EVERY LOCATION ALONG THE WAY Tl1AT HA.5 ACCE518U11Y. RfCONNECT THE TRANSFORMER A5 REQUIRED. A RJSED DISCONNECT BEFORE THE TRANSFORMER SHALL BE IN5TAU.EO INSIDE OF THE BUILDING NEXT TO THE TRANSFORMER. PROVIDE A NEMA I, I OOA RJSED DISCONNECT WITH bSA RJSE5. A NEW 2P BREAKER 5HALL BE RfOUIRED TO Bf INSTAU.fD IN THE EXISTING POSITION Of THE OJRRENT 3P BREAKER AND SIZED AT I OOA. @ @ ~--1 HC-19,21 .23 ! G BASEBAL.l 4 HC-00,82,84 HC-92,94,9b ------· -----I \ P12 j . \ \ ____i L------------ IA-9 PROVIDE (2) 2"C-1814, 1#8 GNO. IN EA01 CONDUIT. BURY 24' BflOW GRADE. NEW MUSCO LIGHTING FEEDS TO EXISTING SPORTS LIGHTING QRQJITS. RECONNECT ACCORDINGLY IN Pt.Ju.BOX. PROVIDE WOA. 277/ 460V. 30. 4W DUAL METCR SWITCHGEAR MMS-2. SEE DETAIL NEL-7. PROVIDE (I} 2"C-18110, GIB. 1#10 GND. (I) 2"C-21#b.1#10GND. {I} 4"C-45#4, I 18 GNO. 61..JRY 24" BELON GRADE FROM SWIT01GEAR TO MUSCO CABINETS. Au. MUSCO SPORTS UGMTING AND SITE LIGHTING QRCUITS TO BE RUN TI1ROUGH MUSCO LIGHTING CABINET. VERIFY CABINET SUMMARY FOR WHI01 CIRCUIT GO THROUGH WHlOi CABINET. IA-7 I l •. HC-31l,4'l,4~ ,~., ~ J~-__ J BASEBAL.l 3 I I I I I I L___ -__::---I .....___ LA-9 --lA-7 - NMTH SCALE: t "= 50 ..0- I I I I I I I I '? _J 11.J I- 11.J 11.J r lJ) 11.J 11.J lJ) 11.J z ::::; r ~ <( 2 Utidor ground Setvice Alert CALL TOLL F'REE 1-800-277-2600 TWO WCRK[NG DAYS BErDR£ YOU DIG ~!: i .. a ~~ti ~ .u Jr ~=~ Ii" ml ~~~ °Ti 14 ~~~ ~ .:.;-u J' ~'"""l bi. ,..,~a 0" ~~~ ; ml !it ~~a: ::;:;c::icJ i ~:;!l! ~~~ '""3 ~· ~::3 ~3 .... (\j lL 0 DI'. ('() <( (f) (L <( <( u f- (f) -2 > DI'. -8 ~ <( (L "' DI'. O' ~ 0 it .... DI'. 0 <( L u..i (\j lL > 0 DI'. <( ('() <( lL (f) (L <( DI'. DI'. 0 <( u (L -2 0 DI'. L 0 DI'. IL 0 <( (L .;.; 0 L DI'. c ~ 0 '!! (f) G (f) 0 .... G !"-L 11111.. Rev1s1ons: 11111.. Sheet Info: Drawn By: PJD °"'"'=' lly• '1'5R Sale: 1"=10-0' Date: XX/XXJ 13 Job No.: CMP13/10252 11111.. Sheet Title: LIGHTING PLAN 11111.. Sheet Reference: EL-2 of 8 178 7 T'rf'. 111111 i ' 11 ii l j [ ! I I Ii I I I ~! I : I I L______{ l1A-FSw-_:_·~NA-3 .::...--~==~ HB-38,40,42 i:4bAB l 9 I II o~ 0 0 o~ 0 ( 02 I (v ,~oon All 2 ~~ I I I lb '0 0 LO "0 0 ID iO .b I I I lA-9 lA-7 I 9 T'rf'. .----------~--~~---L--~_ I • r ! -3 r@ I \ I~ \ I -+ ---L-----1 I \_ _) i I i I I I ' i --I l~_j_J HA-5 22 21 I PLAN NOTES 0 @ ® 0 0 © 0 @ 0 @ @ @ @ 8 @J @ @ @ @ @ @ @ @ <§ @) @ @ @ @) NORTH EXISTING SCE 30 TRANSFORMER.. SEE UTILITY SfRVICf ORDER.. PROVIDE (2) 4• 06 CONDUIT ONLY WITH PULL ROPE. 5ff 5CE SERVICE ORDER FOR. EXACT LOCATION Of TREN01 AND IN5TAUATION RfQUIREMENlS. PROVIDE GOOA. 277/ 480V. 30, 4W DUAL METER SwrTCHGEAR MM5-I. SEE DETAIL AIEL-G. EXISTING BELOW GRADE CONCRETE PULWOX. MUSCO SPORTS LIGHTING CONTROL CABINETS. SEE DETAIL AIEL-b. PROVIDE I "C-21b, I I I 0 GNO. 61.JRY 24" BELOW" GRADE. PROVIDE 1 'C-3#b, 11l0 GND. BURY 24" BELOW GRAD~. PROVIDE l-C-2#8, J # J 0 GND. BURY 24" BELOW GRADE. PROVIDE 1 "C-318. 11 I 0 GND. BURY 24" BELOW GRADE. 2 LIGHTING CIRO.HTS PROVIDED TO THIS POLE FOR fA01 FIELD BEING UT. SEE MUSCO PlAN5 AND PANEL 501EDULE5. REPLACE EXISTING UNDER CANOPY LIGHTS. SEE DETAIL XJELX. PROVIDE 1 "C-t.18. 11I0 GND. BURY 24• 6fl.OW GRADE. PROVIDE I 1 /4-C-G/18, 3IJ I 0, 11I0 GND. 6URY 24• BELOW GRADE. PROVIDE I I /4-C-b/18, b# I 0. 11110 GND. BURY 24• BELOW GRADE. PROVIDE 1·C-31I0. I II I 0 GND. BURY 24" BELOW GRADE. PROVIDE I "C-b# IO. 11110 GND. BURY 24" BELOW GRADE. PROVIDE t "C-911 J 0, I I I 0 GND. BURY 24' BflDW GRADf. PROVJOf I 1/2"C.-b#8,9#JO. l#IOGND.BURY24"BELOWGRADf. PROVlDE J IJ4"C-3#4. 1#8 GND. BURY 24" BELOW GRADE. PROVIDE J 1/4-C-G/14. 1#8 GND. BURY 24" BELOW GRADE. PROVIDE I J/4-C-G#b. 3#8, I #l 0 GNO. BURY 24' BflOWGRADE. PROVIDE I 1/2"C-G#c;, bl8. J #I 0 GND. BURY 24" BELOW GRADE. PROVIDE I l/2"C-J 2#b. I II 0 GND. BURY 24" BElDW GRADE. PROVIDE I 1/2"C-I 21b. 3#8, J#I 0 GND. BURY 24" BELOW GRADE. f'ROV1DE J 1/2"C-b#4, b18, l #8 GND. BURY 24" BELON GRADE. PROVIDE I l/2-C-3#4, bib, J 118 GND. BURY 24" BELOW GRADE. PROVIDE ?C-3114. I 2#b, 1 #8 GND. BURY 24" BELOW GRADE. PROVIDE 2"C-3114, I S#c;, I #8 GND. BURY 24" BELOW GRADE. PROVIDE (I) 2"C-241' I 0, I 2Jlb, I #8 GND. (I) 2 l/?C-2718, b#4, 1#8 GND. BURY 24" BELOW GRADE FROM 5WIT01GfAR TO MUSCO CABINETS. ALL MUSCO SPORTS LIGHTING AND SITE LIGHTING CIRQJrTS TO BE RUN THROUGH MUSCO LIGHTING CABINET. VERlf"Y CABINET SUMMARY FOR WHI01 CIRO.HT GO THROUGH WHI01 CABINET. SCALf: J "=50-0- ® UndM ground Service Alert CALL TOU FREE 1-800-277-2600 T\JC \olllRKINCi DAYS BEFORE: YOU DIG ~[ ""O ..... ~u ~~LI I :z ...... T ~~~ ~~~ ><-u ~'-Z ...,~a ..-u ~~J ~'t::::i[ ~C::.:J ~:;111 ~~~ -... 3 ~::3 ~3 (\J ~ 0 ell'.'. ("() <1'. (l) CL <1'. <1'. I-u (f) .,,z > ell'.'. .;; ~ <1'. u CL v ell'.'. O' ~ 0 &::: ."111111 ell'.'. 0 <1'. 2 u..i (\J ~> 0 ell'.'. <1'. ("() <1'. ~ (l) CL ell'.'. <1'. ell'.'. <1'. u 0 CL .,,z 0 ell'.'. 20 ell'.'. IL 0 <1'. CL .;; 02 ell'.'. i:: (:: 0 ~ (l) G (l) 0 ."111111 G ['-... 2 Iii.. Revisions: Iii.. Sheet Info: Orav.n By: PJO Chcd<d ey. <l'SR Scale: 1"=10-0" Date: XXJXXll 3 Job No.: CMPI 3/10252 Iii.. Sheet Title: LIGHTING PLAN 2 Iii.. Sheet Reference: EL-3 of 8 179 I I I -~ 0 PROVIDE I "C-218, 11I0 GND BUR @ 2 LIGHTING CIROJ . y 24 ' BELOW GRADE. SEE MUSCO~ PROVIDED TO Tl115 PO ® PROVIDE I I AND PANEL 501EDULE5.Lf FOR fA01 FIE!D BEING UT /4 "C-314, l 18 GND . 0 PROVJDE I 112-'C-b# . BURY 24' BELOW GRADE. f.\ 4.l#BGNDBU · \V f'ROVlDE I 112-'C-b# . RY 24' BELOW GRADE. © 4 · 3#f>, 1#8 GND PROVIDE I l/2"C--Q4 b# . BURY 24" 6fl0N GRADE (.;\ ' B. llB GND BURY - \.'../ PROVlDE I 114"(;.g . 24' BELOW GRADE {.\ G. II I 0 GND BURY - \::./ PROVIDE I l/2'C-I 2# -24' BELOW GRADE. {;;\ b,l#JOGNDElU \V PROVIDE 1 ll2'C-31 . RY 24 ' BELOW GRADE @ b,1#10GND.BURY24" - PROVIDE I l/4"C-Ub BElDW GRADE . . 318, I I I 0 GND. BURY 24" BfL ,...,.., vu GRADE. l!l ri1-r SCALI:: I "•50-0' Und ... qround ~~~t CALL TOLL 1-800-277 FREE TWO 'JORKING DAYS -2600 BErORE YOU DIG lilll. Revisions: lilll. Sheet Info: Drawn By: °'""""'a," Sc.ale: D~: Job No.: PJO <l'SR 1·-10-G' )()(J)OOI 3 CMPl3/10252 lilll. Sheet Title. LIGHTING PLAN 3 lilll. Sheet Reference: EL-4 of 8 180 _,,_ Codl:C8C2013 WhdSpeed:llD~(o.fllrnalel Riok~n Sl'lllltAVPl-SSS•" M<uo.gHl•71ft1n411 .... Fb:U10:Single EJ>ll.•1.0n"ftxlunl&lf!TI -RDO!r.:(<11314"•2-S"•T .....,.,.,,._ q,•o..otlZ56"'Kl'1:25.8plll..,.._I F•q,"G"Cl"N 0=085 0-1.lllQpole.0-1.ll2@io:u'I Man.-Q-•35503--b ~oi..•m1m ~._....milbimWlgpnossu19= 275pd MMllllll ....... """"'O~· 31Spll ............ S.Ofl S.011"*' - FULL CUT-OFF LED WMINAtRE. SQUARE STRAJGHT POL£ ACCESS HOL.f DRIVEWAY GROUND QAMPON AN010ROOLT 12· RE6AR: 4#5 VERT. #3 WJ l • HORJ20NTAL 12' 0C WITH 3#3. WITHIN TOP 12". MIN. 3" CONCRETE COVER. SGO-C-2500 P .C.C. BA.SE AGAINST UNDISTURBED OR COMPACTED {95% MIN.) EARTH. ANCHOR BOLTS: SEE STRUCTURAL DETAILS. •"sq•7111""""*"111 t•Jr.i-wm.Jn-g1 ll2"cu:.a1111p ......... @IT CONCRETE f'UU. OOXES WITHIN 5' Of LIGHT BEHIND POLE. PROVIDE TRAFFfC RATED LID CONDUIT AND WIRES. SEE PLANS. 15'0P#4QJ GROUNDING WIRE IN CONCRETE BASE A TYf'E 'A', 'B' PARKING LOT LIGHT INSTAUATION DETAIL -""""" COl»:C8C2013 WhdSpeed: 110mpfl(...,_) RlltC""9JIYll Shd:S"Rc:vld:lledpale Mcudn]Hl .. vn ...... UgrdFl:dln:IP6691r91!1.Ugl'lt EPA•_tmi...._ AnchorRods:C41JIC"•24"•3" ConaelitPW:2"'••S.00~ fC:•2:5tlOpsl ...... --.. q,•0~=237psl( ...... J F•q,"O"CrAI C•l.8@P*.Cttol.G@bb9 .. ,._. POLE FOUNDATION DETAIL -Rd9i"V1SU111Conaiiibns-in<*1118 ft.JU. CUT-OfP LED FIXTURE. SEE SCHEDULE. fOUNOATION TO BE 2" AOOVE GRADE GRADE 12· REBAR.: 4#5 VERT. W/ "1 x 113 HORIZONTAL I 2" 0C WITH 3#3 WITttlN TOP I 2". MIN. 3" CONCRflE COVER. 5b0-C-2500 P.C.C.AGAINST UNDISTURBED OR COMPACTED ('95% MIN.) fARJH. AN010R BOLTS: SEE STRUGruRAL OETAU.5. TYf'E 'C' STREET LIGHT B INSTAUATION DETAIL 5"-•2711.n--.• ('ll-S-..-.Ul ... 81112"0.C.Mklp ....... @IT ROUND STEEL POLE. SEE AXTURf SCHfllULf O)NOUITANO W1Rf A5 SHOWN ON f'IAN5 ..... .._ Cocla:C8C2013 Whd6pead:l10mpfl~) Risl<~O Shllt4"~9!eell"*' --.Hl•20flma Li;hlfinn; lf'eeShsl.lrlt EPA•-tableti.blo AnchorRDdS:f'llJ:ll4"•2C"•:r Cona9Plr.2"'dlii115.Dfl........ l'c:•2500Pll ---q,eOJJll25fM(z'1Cd:Zl.7pll~) F•q,"GVN G-o.as O-UIQpllla.0-1.GQltlm1! -SS$2D&-11 SSSZM4' ... u ·-_.,_ dprnanQUJ .... ........ 4"911•Zlft1111U61gll. {•)r.i--31131!1'901 tl2"o.c.•1Dp ............ 012" POLE FOUNDATION DETAIL ..,,,,_...vi.m~~dialC ft.JU. QJT-OFP LfD FIXTURE. SEE SCHEDULE. FOUNDATION TO BE 2" ABOVE GRADE GRADE 12· REBAR.: 415 VERT. wt Ix 113 HORIZONTAL l 2" OC WfTl1 313 Wlll11N TOP I 2". MIN. 3" CONCRETE COVER.. SGO-C-2500 P.C.C.AGAINST UNDISTURBED OR COMPACTED (95% MIN.) EARTH. AN010R BOLTS: SEE STRUCTURAL DETAILS. C TYf'E 'D', 'E', 'F WAIJ...WAY LIGHT INSTAUATION DETAIL SQUARE STEEL POL.f. SU: FIXTURJ: SCHEDULE CONDUIT AND W1RfA5 SHOWN ON f'IAN5 IS'OF/14 OJ GROUNDING WIRE IN CONCRETE 6A5f D E GRADE CONDUIT AND WIRING, SEE PtANS. PULL BOX INSTAUATION DETAIL TRENCH AND CONDUIT INSTAUATION DETAIL TRENCH WIDTH A5 RfOUIRfD FOR CONDUITS. CONO<ffE UNDERGROUND PULL BOX. SEE SPEC. I ALL BELOW GRADE CONNECTIONS SHA.1..L BE WATERPROOF. SEE SPEC. 4 I " ROCK BEDDING b" BEYOND SIDES OF BOX ANO IO" DEEP. 3' INSIDE OF OOX . B.6CKFIU MATERJAL: THE MATERIAL USED FOR BACKFIWNG THE TRENCH ABOVE THE SHADING MATERIAL ANO EXTENDING UPW'ARD TO THE SUeGRADE SHALl BE FREE OF ROCIG OR CLODS LARGER THAT G" IN ANY DIMENSION. THE COARSE MATERIAL SHALL BE WELL 015TRJ6UTED THROUGHOUT THE FINER MATERIAL. THE AMOUNT Of ROCIG OR CLODS SHALL BE LIMITED, tN THE OPINION Of THE INSPECTOR. THE BACK.fill. MATERIAL SHA.Ll MEET THE Rf0UIREMENT5 OF ALL APPUCA61.f CODES, ORDINANCES ANO QTY STANDARDS ANO BE FREE OF DEBRIS ANO ORGANIC MATTER. SHADING MATERIAL ANO INSTAUATION: NATURAL SAND. MANUfAGruRED SAND. DECOMPOSED GRANITE. ROa. FREE SANDY LOAM. EXISTING NATIVE MATERIAL OR COMBINATION THEREOF. AGGREGATE MATERIAL SHALL BE CAPABL.f OF PA.SSJNG THROUGH A Yz• SIEVE. GRAVEL SHALL NOT AMOUNT TO MORE THAN 50% OF MIXTURE. SCREENING OR OTHER SUITABLE MEANS MAY BE REQUIRED AT THE INSPECTORS DISCRfTION. THE EARTH TRENCH BOTTOM SHALL BE STABLE WITH A UNIFORM GRADE CONTAINING NO HARD CLOOS, ROC"-5. AND ETCETERA THAT MAY DAMAGE THE CONDUIT. If IN THE OPINION OF THE INSPECTOR. THE CONDUIT MAY BE DAMAGED DURING COMPACTION. A 3" SHADE OF MATERIAL ABOVE ANO BELON Tl1E CONDUIT MAY BE REQUIRED. COMPACTION: SHADING ANO BAC"-f"ILL SHOUW Bf COMPACTED IN ACCORDANCE WITl1 GOVERNMENTAL AGENCIES AND SHALL HAVE A MINIMUM OF 90% RElATIVE COMPACTION. VERIFY REQUIREMENTS WITH INSPECTOR.. NOTE TO CONTRACTOR: MAINTAIN PROPER SEPARATION FROM ALL WET AND DRY UTILITIES PER THE ClTY OF MOORPARK AND SCE. A. NEW LIGHTING CIRCUITS TO BE CONTROLLED THROUGH THE 'MUSCO' CONTROL PANEL. PROVIDE 20A BREAKER OF -SAME TYf'R AND KIND. f EXISTING PANEL 'LA' ~[ ""D ,.,.,ibU ......... ~ _u ~~4 ~;;;;~ ~~~ ,;,;-u ~~z ...,~a .. -u ~~J Q,,,.;[ ::;:-;i:::cJ ~=-m ~~~ .... 3 ~::3 ~3 .... (\J ~ 0 G<'. ~ <( (f) IL <( <( I-u (f) i.Z > G<'. ~ ~ <( IL " G<'. O' ~ 0 a: .... G<'. 0 <( 2 u..i (\J ~> 0 G<'. <( ~ <( ~ (f) IL G<'. <( G<'. <( u 0 IL i.Z 0 G<'. 20 G<'. lL 0 <( IL .;; 02 G<'. t: ~ 0 !l (f) G (f) 0 .... Q ['-... 2 lllii... Revisions: lllii... Sheet Info: Ora\WI By: PJD °"'""' ey. "1'5R Scale: ms 03t<, lOOlOO 13 Job No.: CMPl3/10252 lllii... Sheet Title: DETAILS lllii... Sheet Reference: EL-5 of 8 181 f 21.00 91.50 (2324] 10.S 25.5 EUSERC Tl!lfminotions O'llC 327, 345. 347 Southr Col Edisy (CA) 225 n 10.25 I Il 10.25 " IJ. .L~-----~22.~5~:;;;.._....,_""°'_ ..... _~·~;;;;;,-~-"""'-~--~-..... ---"'. 1.50 (l8] SECT 1 SECT 2 I SECT 3 3?g,~---1--2~~-l--3rg,~ SS1 SS2 36.00 60.00------J (914] (1524] Lineup ,_ ________ 96.00--------- (24.38] ELEVATION PLAN -FRONT 31.00 (787] 31.00 (787] 35.50 [533] [902] -14.25 - / [362] -, 12.50 [318] . 75/(19) DIA l--36.00----+-24.00--1--36.00---l (914] [610] [914] MUSCO LIGHTING CXJlllTROLO.BiNET. VER.rfYSIZC PROVIDE 3" RaJND GALVANIZED UNf POST ANO C>J>S WITH MINIMUM I" UNL·STIWT' MOJNTING ASSEMBLY. SIZE AS RfOURZD GRADE MTG HOLES OFFSET 3.00/(76] TYP FROM SIDE NOTE: A MINIMUM OF 2.00/(51] CLEARANCE BEHIND THE SWITCHBOARD IS REQUIRED FOR TOP COVER OVERHANG. c!:!:==:!:!:i 11 11 11 11 11 11 11 11 ct=t==t=P ELEVATION PLAN -FRONT 2· ABOVE GRADE S~C-2500.C.C.AGAINST UNDISTURBED OR COMPACTBJ (95'!l. MIN.J EAR.TN. CONDUIT ANDWIR.ES. 5ff l'IANS MUSCO CONTROL CABINET INSTALU\TION DETAIL ® I -LINE DIAGRAM, LOAD SUMMARIES AND INSTALLATION DETAIL FOR MMS-1 MA.IN SWIT01BOARO 'MMS-J' Pl.JU SCCTION GOOAMf', 27714&JV, 30. 4W, 30 K.AlC 1----r- I 11 I I il l I I I I _J_ TO 5CE POINT Of CONNECTION I 1210 BARE COPPER TO 5'"1' ~ 10 LONG COPPER-CLAD GROUND ROD. GROUND R.E515T ANO: R.EADING SHALL CONFORM !O SECTr~ 250.Sb OF TtlE N.E.C MTR.I LOAD SUMMARY PANEL MA-SITE LIGHTING PANEL MB-SPORTS UGMTING TOTAL 2<;2,183, 480V, 30 --MTR.~ _J 3,0IG WATTS 2G2. I G7 WATI5 2G5. 183 WATTS 318.9AMPS .50 3.03 REAR COVER [13]~35~50 G[77] HANDLES USED [902J ON BAYS WIDER 24.00 11.00 THAN 42.00/(1067) (610] (279] 91.50 [2324] 90.00 [2286] 4 . .. 8" TMIO::. ENQ.05URE PAO IMTH SGQ..C.2500 P.C.C. STRfNGTM CONCRETE AND 14 RE5AR 12" O.C. POUR AT SAME FINISMEO GRADE AS EXISTING PKJ. INSTAU. EXPANSION FELT BETWEEN PADS. DOWEL ANO EPOXY 6ETWEfN B0111 PADS. PAD 01MfN510N5 SMALl 6E SU01 THAT TMERE SMALL 6f 3' JN PRONT OF ENa.o5UR.E AND I 8" a.EAR ON All 0Tt1ER SIDES. SMOULD TME ENct05URf 6f IM111JN 5' OP A DRIVEWAY ON ANY SIDE. Pl:R.MANANT PROTECTIVE 8Cl..LARD5 SMALL 6E INSTALLED W'!Tt11N 2' Of EN0..05URE. TME fRCtH OF Tl1f ENO..OSURE 5MAL1 NAVE RfMOVA6lE 60..lAR05 2' IN FRONT . Of ENQ.OSURE ANO 4' 0.C. PANEL: HA VOLT :277/480V 30 4 w I BUS: I OOA MAIN: MMS-2 MTG: SURFACE IAIC: 14000 MID LOCATION LTG :r--1 MIS ~·' . 0A 0a oc I""" MIS '''" LTG LDCATtON SITE LITES 12 20 j ~ 2 SffE LITES II 20 3 840 -4 SITE LITES I 2 20 5 57G / f--G SITE LITES 12 20-;, ~ 8 9 -I( II ~';'; !CONNECTED VA' A' !GOO 1a. 840 IC 57G TOTAL 301b lcoNNECTED VA W/l.CL A, 2000 la, 1050 le, 720 TOT AL AMPS: 3 .b2 I HIGH 0 WA.CL 7.2 All SITE LIGHTS CONTROLLED BY MUSCO INTEGRATED CONTROL SYSTEM. PANEL HB VOLT:277/480V 30 4 w I BUS:400A MAIN: MMS-2 MTG: SURFACE IAIC: 14.000 MID LOCATION LTG REC MIS ''" I 0A 0a oc . ~· MIS REC LTG LOCATION SOCCER AR.ENA 4 II 30 I 5958 2 30 II ~~ARENA3 POLE 57 I l/5958 I I 5958 4 \ 3 ~ I 5958 I{ 3 3 5 ~ SOCCER AR.ENA 4 II 30 7 5958 8 30 9 SOCCER AR.ENA 3 POLE 58 I 1/4875 \ POLE 5G I 9 5958 I( \ ~ I 5958 i,-; 3 3 I I 4875 SOCCER ARENA 4 7 30 "~ "\30 9 SOCCER ARENA 3 POLESIJ I I/ 4875 POLE 57 I I 3792 " \ 4875 I 3792 ~3 31 4875 SOCCER AR.ENA 4 G 30 I 3250 2( \30 II SOCCER ARENA 3 POLE 512 I I/ 5958 POLE 58 I ~I 3250 ~· \ ~ I 3~ 3250 / IG25 2' 3 SOCCER ARENA 4 8 30 ~! 4333 2f \30 7 SOCCTR ARENA 3 POLE 513 I l/3792 POLE 59 I~, 4333 Y92 ~I \ I 3 25 4333 / 3792 3( 3 SOCCER ARENA 4 9 30 v~~; 3< \30 8 SOCCER ARENA 3 POLESJ4 POLE510 I "?>3 4875 3' \ 4333 I 3°'?>! 4875 / 4333 3f 3 SOCCER ARENA 4 7 30 ~'~ 31 \30 G FOOT8AU. 2 POLE515 I/ 3250 POLE f5 I ~5 3792 4( \ t:325o I 3141 3792 / 3250 ., 3 FOOTBALL I G 30 15 3250 4' \30 G FOOT8AU.2 POLE fl I 3250 POLE fb I 14= 3250 '32so 4f \ I 3147 3250 / 3250 41 3 FOOTBALL I G 30 '" 3250 5( \30 G FOOT8AU.2 POLE f2 1/3250 POLE f7 / 51 3250 5< \ '3250 I 3 ~3 3250 / 3250 5, 3 FOOTBALL I G 30 ~! 3250 5, 30 G FOOT8AU. 2 POLE F3 l/T256 POLE f8 I 15, 3250 51 \ 3250 I 3155 3250 / 3250 GC 3 FOOTBALL I G 30 ~I 3250 G< 20 I MUSCO CONTROLS POLE f4 1/720 I..,, ~ b' I 3'»! 3250/ -G, I,;-GI ~! f--7( ONNECTED VA: A: 878b9 le, 87149 le, 87149 TOT AL: 2b2 I b7 CONNECTED VA W/l.CL: A• I 0983G I a, 48073 le 48073 TOTAL AMPS: 315.3 I HIGH 0 WA.CL' 39G.5 ALL MUSCO SPORTS LIGHTS CONTROU..£0 BY MUSCO INTEGRATED CONffiOL SYSTEM. ~[ ""a ,.,.,~u .......... ~~~ ...... T ~i:i~ ~H~~ >..:-u ~'-Z ...,~a ~~~ ~l::::i[ ~C;c) ~:;;~ ~~~ ~~~ :\'.:3 ..... (\J ),;:'. 0 ell'. (1) <( Cl) CL <( <( f-u lf) -,L > ell'. ii ~ <( u CL "' ell'. O' 0 0 ct ell'. 0 ..illlll ell'. <( L tLI (\J ),;:'. > 0 ell'. <( (1) <( ),;:'. Cl) CL ell'. <( ell'. <( u Q CL -,L 0 ell'. LO ell'. IL 0 <( CL ii 0 L ell'. t:: ~ 0 '!! Cl) G Cl) 0 ..illlll G ['.. L llllo. Revisions: llllo. Sheet Info: PJD l\fSR Seate: NT5 Date: Job No.: XX/XX/I 3 CMPl"3/10252 llllo. Sheet Title: I -LINE, PANEL SCHEDULE, DETAIL llllo. Sheet Reference: EL-G Sheet' G of 8 182 ScuttMm Cal Edson CA EUSERC DWG lll. t-------"=""l @ @ [==:J[=::J CT DWG l20 JO 91.50 ' (2324] ' 1i l6 .L 1.50 SECT 1 SECT 2 ['8] 30.00 36.00 (782) (914] SS 1 66.00 (1676] Lmeup 66.00 (187&] ELEVATION PL~t:l -FRONT r 21.00 35.50 (533] (902] 12.50 (318] . 75/(19] DIA 25.00 (635] 14.25 (362] 31.00 (787] '14.25 / ~ (362] ', ___ 36.00 ---1 (914] MTG HOLES OFFSET 3.00/(76] TYP FROM SIDE ELEVATION PLAN -FRONT MUSCO UGHT!NG CONTROi. CABINET. VERIFY SIZE PROVIDE 3" ROONO GAl.VA.NLZED UNE POST AND CN'SWITHMINIMUM I" UN!. STRUT' MQJNTI NG ASSfMBl.."Y. SIZE AS REOl..JREO NOTE: A MINIMUM OF 2.00/(51] CLEARANCE BEHIND THE SWITCHBOARD IS REQUIRED FOR TOP COVER OVERHANG. c£!:==£:!:i 11 11 11 11 11 11 11 11 q:j:==t=P 2·1>iYJ>1f. GRADE SW--C-2500.C.C.AGAJNST UNDtSTUR.BfD OR COMPACTED (95'1. MIN.) EARTH. CONDUIT ANOWIR.fS, S'1' PIANS MUSCO CONTROL CABINET INSTALLATION DETAIL ® I -LINE DIAGRAM, LOAD SUMMARIES AND INSTALLATION DETAIL FOR MMS-2 MAIN 5W1TCHBOARD 'MM5-2' f'UU. Sf.CTION <;OOAMP, 277/400V. 30, 4W. 30 IC.AIC I -----r- 1 1' I I il l I I I I _l._ TO 5CE POINT OF CONNECTION 1 # 2JO BA.Rf COPPfR TO 31'°'"• IOLONG COPPER·CLAD GROUND ROO. GROuND RESISTANCE RfADING SNAU CONFORM TO SECTION 250.Sc; Of THE N.f.C. LOAD SUMMARY PANEL MAC.SPORTS LIGHTING 3-43,802W1400V, 30 MTR.I 343,802 WATI5 -413.5 AMPS .50 3.03 I I I I _J REAR COVER (l 3 ]~35 ~5 0 ~(7?] HANDLES USED (9 0Z] ON BAYS WIDER 24.00 11 00 THAN 42.00/(1067] 610) (:279] 91.50 (2324] 90.00 (2286] . . •• 8" THICI\. fNQ.OSURf PAD 'NITH 5GQ.C.2500 P.C.C. STRENGTH CONCRETE AND 14 REBAR I 2" O.C. LEAVE 4" ABOVE flNlSMED GRADE. PAO DIMENSIONS SNAll BE SUCH THAT TNERJ: 5HALL6f 3' IN FRONT OF ENCLOSURE ANO 18" Q£AR ON AU. OTHER 5tOE5. 5NOOLD THE EN0.05URE 6E 'NITHIN 5' OF A DRIVEWAY ON ANY SIDE, PER.MANA.NT PROTECTIVE 60U.AROS 5t1All BE INSTALLED W'ITHtN Z' Of ENCL05URf. Tt1f FRONT Of T11E ENa..o5URf SNAU. HAVE RfMOVA8LE 60UAR05 2' IN FRONT OF ENCLOSURE ANO 4' 0.C. PANEL: HC VOLT:277/480V304w IBUS:GOOA MAIN: MMS-2 MTG: SURFACE IAIC: 14.ooo MLO LOCATION LTGRfC MIS "." # 0A 08 0C #~ ISRFC LTG LOCATION BASEMLL I 5 30 I ~ 2 30 SOCCER. ARfNA 2 POLE Al / 4333 \ 8 P0ll'C3 I 3 ~ 4 \ 4333 3 5 ~ v 4333 G 3 BASEBALL I 5 30 7 2708 8 130 5CXXER ARENA 2 POll'A2 / ~ 8 P0ll'S2 I 9 ~ IC\ 4333 2708 V' 3 11 4333 " 3 BASEBALL I 8 30 13 4333 1-' 130 SOCCER. ARfNA 2 POLE Bl / 4333 8 P0ll'S3 /1 ~ I' \ 4333 31 ~ ~3 4333 BASEBALL I G 30 I 3250 2c,30 8 SCX:CER ARENA 2 POLE 82 4333 POL1'54 / 21 3250 22 \ 4333" 3250 3 23 4333 3 BASEBALL I 4 30 2: 21b7 2, 130 BASEBALL 3 f'Ol.ECI / 2iG7 4 POLE Pl I 2 ~ 21 \ 3 2! ~ 2JG7 I/ [3( 3 BASEBALL I 4 30 31 21b7 3< 130 BASEBALL 3 POLE C2 / ~ 4 POLE P2 I 13, ~ 21G7 3, \ 313, ~ 21G7 / 3, 3 BASEBALL 2 5 3013; ~ 3£ 130 10 BASEBALL 3 POll'A3 / POLE P3 I 3! 2708 4( \ 5417 3 41 2708 / 5417 '" 3 BASEBALL 2 5 30;; 2708 "' 30 BASEBALL 3 POLE A4 5417 10 POLE P4 I~' ~ 4, \ 3 4) ~ / 4e 3 8A5EBALL 2 8 30 ·= 4333 5C 130 8 BASEBALL 3 POLE 83 /'4333 POll' P5 / 51 ~ 52 \ 4333 3 5' ~ / 4333 5 3 BASEeALL 2 8 30 s:~ 5, 130 BASEBALL 3 POLE 84 / 4333 8 POll'PG / 57 ~ 51: \ 4333 3 5: 4333 4333 / ~( 3 BASEeALL 2 7 30 bl 3792 ~~ \30 3 BASEBALL4 POLEC3 /IG25 POLE P7 I~ ~ :;.., \ IG25 3 G: 3792 TG25 3 BASEBALL 2 7 30 :;~ lb< 30 3 BA.SEBALL 4 POLEC4 P0ll'P8 I~! ~- lb25 f7C \ 3 C..1 ~ lb25 / 7< 3 BASEeALL 2 9 30 7'~ 7, 30 9 BASEBALL 4 POLE f I I/ 4875 I POLE P9 I c,, ~ b \ 4875 3 7) ~ / 4875 'n 3 BASEeALL 2 13 30 n~ oc 130 9 BASEBALL 4 POLE 51 / 4875 POLE PIO / 81 7042 8< \ 4b75 3 a' 7042 4875 / 8' 3 BASEeALL 2 8 30 ~~ 8' 130 5 BASEBALL4 POLE S2 2708 F'OlfPIJ / 87 ~ 8e \ 2708 3 8: ~ 2708 3 MUSCO CONTROLS 31 720 ~2 30 5 BASEBALL 4 /2700 \ f'Olf Pl2 33 2708 ~· \ '5 2700 / 9G3 C:ONNECTED VA: A: 115081 18· 1143G1 le 1143c;1 TOTAL 343002 C:ONNECTED VA W/LCL: A• 143851 18. 1429s 1 le: 142951 TOTAL AMPS: 413.5 I HIGH 0W/LCL 519.3 ALL MUSCO SPORTS LIGHTS CONmOUID BY MUSCO INTEGRATED CONTROL SYSTEM. ;;';[ ""D ~~u ~:~ ..... T ~;::;~ ~:;;n. ~1.riw .. -u ~ .... z ...,~a ~~~ .;...,;[ ~Cole] ~:;m ~~~ i:::~3 ........ 3 ~3 (\J ~ 0 Cl<'. l") <( ()') CL <( <( f-u lf) .J. > Cl<'. t ~ <( CL "' Cl<'. O' a': ~ 0 ... Cl<'. 0 <( :2 u..i (\J ~ > 0 Cl<'. <( l") <( ~ ()') CL Cl<'. <( Cl<'. <( u Q CL .J. 0 Cl<'. :2 0 Cl<'. lL 0 <( CL ~ 0 :2 Cl<'. t:: 0 '!! ~ ()') G ()') 0 ... G !'--:2 ~ Revisions: ~ Sheet Info: OralMI By: PJD O>ecked B,,, "'5R Sc.ale: NT5 Date: J0(#)(/13 Job No.: CMPl3/10252 ~ Sheet Title: I -LINE, FANEL SCHEDULE, DETAIL ~ Sheet Reference: EL-7 Sheet: 7 of 8 183 --- 1/13/"Jfn~ E llUI File: Y:\PRELIMENARY\CITY OF MOORPARK\ARRDYD \fli~A~il\Pll11'MR£lNl!ilRYR~rpcff OF MOORPARK\ARRDYD \lliR'fiA'(:"f.2~REll'ilE'lRT8~JifcYf OF MODRPARK\ARROYD VISTA\ T24 \ARRl81!§: ~IMENARY\CITY OF MODRPARK\ARROYD VISTA\ T24 \ARROYD T24.pclf B~ lor invo.licl reference B~ tbr invo.licl reference B~ Jbr invo.licl reference B~ <tlr invo.licl reference --- l/IJ/2015 ~ E llUI File: Y:\PRELIMENARY\CITY OF MOORPARK\ARROYO VISTA\ T24\ARR181!§: ~IMENARY\CITY OF MOORPARK\ARROYO VISTA\ T24\ARRB'll§: ~UMENARY\CITY OF MOORPARK\ARROYO VISTA\ T24\ARROYO T24.pclf B~ Jiir invo.licl reference B~ 6!>r invo.lid reference B~ :Or invo.licl reference --- l/IJ/"Jfn5 ~ E llUI File: Y:\PRELIMENARY\CITY OF MOORPARK\ARROYO VISTA\ T24 \ARRIBltiil: ~IMENARY\CITY OF MOORPARK\ARROYD VISTA\ T24 \ARROYO T24.pclf B~ Sllr invo.licl reference B~ ~r invo.licl reference .... Revisions: .... Sheet Info: Drawn By• PJD Chedod ay, 1<1'5R Sale. NONE Date: XXJXX/13 Job No.: CMPI 3110252 .... Sheet Title: TITLE 24 FORMS .... Sheet Reference: EL-8 Sheet, 8 of 8 184 CONSTRUCTION DOCUMENTS FOR ARROYO VISTA REC CENTER PARKING LOT RENOVATION 0 -; , ... ·· PROJECT INFORMATION Ci I Y OF llOORPARK PARK AND REC DEPT 788 MOORPARKAVE MOORPARK. CA 83021 UllJICNlllMCll'lml' dlg:~REEN, LLC ... , ... __ ...... , ..... ttm---.tm .... 2177-c.nnll Callt -7141101-8DCAL 111• 1111Nt1a1CM. PROJECT LOCATION --·--, :• -' l &'-ARROYO-A PARK VICINnYMAP -'IO-- PROJECT DISCLOSURE DIG DESIGNITGREEN UC HEREBY CERTIFIES lHJ\T THE DESIGN, DETAllS AND SPECIFICATIONS AS REPRESENTED HEREIN MEET PROFESSIONAi. LANDSCAPE ARCHITECT\JRAL STANDARDS. DIG DESIGNITGREEN UC CANNOT GUARANTEE THE QUALITY OF CONSTRUCTION. INSTALLATION OR MAINTENANCE OF IMPROVEMENTS /lJ3 DESIGNED AND/OR SPECIFIED HEREIN AND DISClAIMS ANY FllT\JRE LIABILITY RESULTING FROM DEVIATIONS. DIG DESIGNITGREEN UC IS NOT RESPONSIBLE FOR THE AMOUNT OR FREQUENCY OF IRRIGATION WAlER APPLIED TO THE PROJECT DURING CONSTRUCTION OR THEREAFlER. 1-a ®'P~ SITE PLAN NOTTO SCALE SHEET INDEX PAGE NUMBER 01 02 03 04 05 06 07 08 ......,,. .... \ ::---;-- SHEET NUMBER LP1.00 LP1.01 LP1.02 LP1.03 LP2.01 LP2.02 LP2.03 LP3.01 "'"" PLAN NAME COVERSHEET IRRIGATION PLAN/SCHEDULE IRRIGATION PLAN IRRIGATION DETAILS PLANTING PLAN/SCHEDULE PLANTING PLAN PLANTING DETAILS IRRIGATION/PLANTING SPECIFICATIONS L!J 185 j 1RR1GATION NOTES 1. AU. MAIN LINE PIPING ANO CONlROl WIRES UNDER PAVING SHAU. BE IN SEPARATE SlHVES. MAIN LINE Sl£EVE SIZE SHAU. BE A MINIMUM Of TWICE lliE DIAMETER Of lliE PIPE TO BE SLEEVED. CONlROl WIRE SlHVE5 SHAU. BE Of SUFRCIENT SIZE FOR 1liE REQUIRED NUMBER Of WIRES UNDER PAVING. 2 BURY AU.lAT!RIJ. LINES 12"DEEP.ANDAU.MAJN LINES 18" DEEP. 3. PIPE SIZES SHAU. CONFORM TO THOSE SHOWN ON THE DRAWINGS. NO SUBST1TUllONS Of SMAUER PIPE SIZES SIZES SHAU. BE PERMllTED. BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVID. AU. DAMAGED AND REJECTED PIPE SHAU. BE REMOVID FROM THE SITE AT 1liE TIME Of SAID REJECTION. 4. INSTAil.AU. BAcrfLOWPREVENTION DEVICES ANDALJ.PIPINGBETWEENTHE POINT OF CONNECTION ANDTHE BACKR.OW PReVENTER AS PER LOCAL CODES. 5. ANY CHANGE TO FINAL LOCATION Of THE BACKA.OW PREVENTER AND AUTOMATIC CONTROLJ.ER SHAU. BE APPROVID BY THE LANDSCAPE ARCHllECI. 6. 120 VAC ElfCl1!ICAL POWER SOURCE AT CONTROLJ.ER LOCATION SHAU. BE PROVIDED BY OTHERS. THE IRRIGATION CONTRACTOR SHAU. MAKE lliE FINAL CONNECTION FROM THE ELECTRICAL SOURCE TO THE CONTROLJ.ER. 7. AU. SPRINl(lfR HEADS SHAU. BE SET PERPENDICULAR TO ANISH GRADE UNLESS OTHERWISE SPECIRED. AU. HEADS SHAU. BE INSTAUED W1TH SWING JOINTS EXCEPT THOSE HEADS ON SLOPE WHERE FINISH GRADE EXCEEDS 4:1. 8. THE IRRIGATION CONTRACTOR SHAU. FLUSH AND ADJUST AU. SPRINKl.J3! HEADS AND VALVES FOR OPTIMUM COVERAGE W1TH MINIMAL OVERSPRA Y ONTO WAl.KS, STREETS. WALLS, ETC. 9. THIS DESIGN IS DIAGRAMMATIC. AU.PIPING. VALVES. ETC. SHOWN WITHIN PAVID AREAS IS FOR DESIGN ClARIACATION ONLY ANO SHAU. BE INSTAUED IN PLANTlNG AREAS. THE CONTRACTOR SHAU. LOCATE AU. VALVf!iJ IN SHRU8 AREAS. 10. IT IS lliE RESPONSIBILllY Of THE IRRIGATION CONTRACTOR TO FAMIUARUE HIMS8.F WITH AU. GRADE DIFFERENCES. LOCATION Of WALLS. RETAINING WALLS, STRUCTURES AND UTILITIES. lliE IRRIGATION CONTRACTOR SHAU. REPAIR OR REPIACE AU. 11EMS DI.MAGID BY HIS WORK. HE SHAU. COORDINATE HIS WORK WITH lliE OTHER CONTRACTORS FOR THE LOCATION AND INSTALIATION OF PIPE SLEEVES AND lATERALS THROUGH WALLS. UNDER ROADWAYS AND PAVING, ETC. 11. ANY FtBD MODIACATIONS NECESSARY SHAU. BE DONE SHAU. MAINTAIN DESIGN GUIDELINES OF SEPARATE V Al VES FOR SHRUB OR lAWN AREAS, SUN OR SHADE AREAS. AND FIAT OR SLOPID AREAS. 12 AU. SPRINKLER EQUIPMENT NOT OTHERWISE DETAILED OR SPECIAID SHAU. BE INSf AlJ.8) AS PER MANUFACTURER'S RECOMMENDATIONS AND SPeCIFICATIONS. 13. CONTRACTOR SHAU. GUARANTEE AU. IRRIGATION MATERIALS AND INSTALIATION FOR A PERIOD OF ONE YEAR FROM ANAL DATE OF ACCEPTANCE. 14. UPON COMPLETtON OF lliE IRRIGATION SYSTEM INSTALIATION. A COVERAGE TEST SHALL BE CONDUCTID W1TH THE lANDSCl\l'e ARCHITECT. EXPECTED COVERAGE SHAU. BE 100$ THROUGHOUT AU. PIANTED AREAS. I ! © .. © ,,. : ' ~· ~ ®i . . '""'' /· ~ ~"tl-:~~-=:::r , ----... / ©--.© -~IRRIGATION TO NEW TREES AND ENTRY PLANTER IS NEW, AN EXTENSION OF STA 3., 3/4" SCH 40 PVC IRRIGATION PLAN SCALE: 111S--1'-0- II I IRRIGATION SCHEDULE © POCZ T NoSymbol NoSymbol Connedor King MANUFACTURER/MODEUDESCRIPTION ARC BARS UMIN GPH Rain Bird RWS ROOT WATERING SYSTEM NA NA NA ADJ A RWS-8-1401 Tree bubbler 2 per tree, GRAVEL FIUED Rain Bird XERJ BUBBLER NA NA NA ADJ A UXB-360-SPYK, Tree bubbler 2 per tree Rain Bird Point-Source Emitters NA NA NA 5 A ~BARB Rain Bird Point-Source Emitters NA NA NA 7 A PC--07 BARB Rain Bird Point-Source Emitters NA NA NA 10 A PC-10BARB Rain Bird BARB TEE FEMALE ADAPTER NA NA NA 3/4" A XFD-TFA-075 Rain Bird Removable Flush Gap NA NA NA NA A MDCFCAP MANUFACTURER/MODEUDESCRIPTION Rain Bird PEB, Sjze as Shown E Electr1c Remote Control Valve Rain Bird 33DRC F 19.05 mm Quick Coupler Valve, two piece body Nlbco T-113 B Class 125 bronze gate shut off valve with wheel handle, same size as pipe diameter Mainline Point of Connection, 50.8 mm NIA RAINBIRD On-surface Drtpllne b.Jblng C RAINBIRD XFS Subsurface Dripline XFS-B-06-12-500 C,H Pipe Sleeve: PVC Class 200 C,H Typical pipe sleeve for lnigation pipe. Pipe sleeve size shall allow for ilTigation piping and their relatad couplings to easily slide through sleeving malerlal. Extend sleeves 457 -2 mm beyond edges of paving or construc:tlon. Hunl9r NX lntgallan Conboller, 12 Slallon G Wall Mount Controller, Size As Shown, Install On Building Well Shown On Drawings. Verify Actual Well Location With OWner's ~Before lnatalllng Unit. 120 Voll Eledrtcel Power, Provided By Elecll1cian, Verify Aclual Location In Field NIA lntgatlon 'Common' Wire #14UF AWG Direct 8u!tal (U.L Approved) NIA lntgatlon 'Control' Wire #14UF AWG Direct Burtal (U.L. Approved) NIA Wire Spllce/Con-Shall Be Can-King, Model SA101 Or Model SA102. H Direct Bury Spllce Kit SA 101 Shall Be Used To EleWtcallyConnect 2 #14 And/Or 1 #18 Pr&Strtpped Copper Wlras. Valve Cellout Valve Number (:;_)""--#----~==bl GPM ··----J SYSTEM IS BASED ON USE OF EXISTING MAINLINE, VALVES, CONTROLLER. ZONES SHOULD BE PRESSURE TESTED AND CONFIRMED TO HAVE A MIN 45 PSI BEFORE USE. ALL EXISITING IRRIGATION SHOULD BE FIELD CONFIRMED: CONTROLLER, VALVES, HEAD LOCATIONS TO CONFIRM SUITABILITY FOR RETROFITIING TO DRIP SYSTEM. STATIONS SHOULD BE COORDINATED AS FOLLOWS: STATION #8: TREES IN PARKING LOT PLANTERS-ROOT-WATERING, BUBBLER STATION STATION #8: GROUNDCOVER/SHRUBS IN PARKING PLANTERS-SUBSURFACE INUNE DRIP LINES, UNLESS NOTED OTHERWISE STATION #7: SOUTHERLY PERIMTER TREES-BUBBLERS STATION #7: SOUTHERLY PERIMETER SHRUBS-POINT-SOURCE PRESSURE COMPENSATING DRIP EMITTERS STATION #15:TENNIS COURT TREES TREE WELLS-ROOT-WATERING, BUBBLER STATION STATION #1: TENNIS COURT TREES-SUBSURFACE INLINE DRIP LINES STATION #3: ENTRY STREET CENTER PLANTER TREES-ROOT-WATERING, BUBBLER STATION STATION #9: ENTRY STREET CENTER PLANTER-POINT-SOURCE PRESSURE COMliiJ~~~~~ EMITTERS PROJECT INFORMATION • ' . . , ~?!:'.1t~~~:.7!'l~.?....-~ ll06:JM%m'-c.e.C.- 85875oll101..socAL 7152981552:-MorCAL -.dMlgl'litGREENQ)ITI llliYl'UM REFERENCE MAP -- REVISION/SUBMITTAL _PROJECT ....... 15.301.03 .JUNE 1,2015 SET- C0NSTRUCT10N DOCUMENTS SIEET1111E llUUGAnON PLAN1 8CHllDUU SIEETNO. LP1.01 186 I I ©JD ,r'f:gf. v .1~:: j j 1 ' ___ .;._ ___ .::.·, ___ _::i:_ __ J, ' . ·)Q 8l ' .+ \;.J ·\': < :.~l ~' ' IRRIGATION PLAN SCALE: 1/1~ 1'.0- j 1R111GA110N NOTES I. All MAIN LINE PIPING AND CONTROL WIRES UNDER PAVING SHALL BE IN SEPARATE SLEEVES. MAIN LIME SLEEVE SIZE SHALL BE A MINIMUM OF TWICE lHE DIAMETER OF lHE PIPE TO BE SLEEVED. CONTROL WIRE SLEEVES SHALL BE OF SUFRCl8'1T SIZE FOR lHE REQUIRED NUMBER OF WIRES UNDER PAVING. 2. BURY All.LATERAi.LINES 12'DEEP.ANDALLMAINLINES IB"DEEP. 3. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON lHE DRAWINGS. NO SU8STITUllONS OF SMALLER PIPE Sl25 SlZES SHALL BE PERMITTED. BUT SU8S1TTUl10NS OF LARGER SIZES MAY BE APPROVED. All DAMAGED AND REJECTED PIPE SHALL BE REMOVED FROM lHE SITE AT lHE TIME OF SAID REJECTION. 4. INSTALL All BACKR.OW PREVENTION DEVICES AND All PIPING BETWEEN lHE POINT OF CONNECTION AND lHE BACKR.OW PREVelTER AS PER LOCAL CODES. 5. ANY CHANGE TO ANAL LOCATION OF lHE BACKR.OW PREVelTER AND AUTOMATIC CONIROU.fR SHALL BE APPROVED BY lHE LANDSCAPE ARCHITECT. 6. 120 VAC ELECTRICAL POWER SOURCE AT CONTROLLER LOCATION SHALL BE PROVIDED BY OlHERS. lHE IRRIGATION CONTRACTOR SHALL MAKE lHE ANAL CONNECTION FROM lHE 8..ECTRICAL SOURCE TO lHE CONTROLLER. 7. All SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO ANISH GRADE UNLESS OlHERWISE SPECIFIED. All HEADS SHALL BE INSTALLED WllH SWING JOINTS EXCEPT lHOSE HEADS ON SLOPE WHERE RNISH GRADE EXCEEDS 4:1. 8. lHE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST All.SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WllH MINIMAL OVERSPRA Y ONTO WAIXS. STREETS. WALLS. ETC. 9. TH1S DESIGN IS DIAGRAMMATIC. All PIPING. VAL YES. ETC. SHOWN WllH1N PAVED AREAS IS FOR DESIGN CLARIACATION ONLY AND SHALL BE INSTALLED IN Pl.ANTING AREAS. lHE CONTRACTOR SHALL LOCATE All VALVES IN SHRUB AREAS. 10. IT IS lHE RESPONSIBILITY OF lHE IRRIGATION CONTRACTOR TO FAMIUARIZE HIMSELF WllH ALL GRADE DIFFERENCES. LOCATION OF WALLS. RETAINING WALLS. STRUCTURES AND ununES. lHE IRRIGATION CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY HIS WORK. HE SHALL COORDINATE HIS WORK WllH lHE OlHER CONTRACTORS FOR lHE LOCATION AND INSTALLATION OF PIPE SLEEVES AND LATERALS lHROIJGH WALLS. UNDER ROADWAYS AND PAVING. ETC. 11. ANY ABD MODIACATIONS NECESSARY SHALL BE DONE SHALL MAINTAIN DESIGN GUID9JNES OF SEPARATE VAL YES FOR SHRUB OR LAWN AREAS. SUN OR SHADE AREAS. AND FLAT OR SLOPED AREAS. 12. All SPRINl(l.ER EQUIPM8'1T NOT OTHERWISE DETAILED OR SPECIAED SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIACATIONS. 13. CONTRACTOR SHALL GUARANTEE ALL IRRIGATION MATERIALS AND INSTALLATION FOR A PERIOD OF ONE YEAR FROM ANAL DA IE OF ACCEPTANCE. 14. UPON COMPlETION OF lHE IRRIGATION SYSTEM INSTALLATION. A COVERAGE TEST SHALL BE CONDUCTED WllH THE LANDSCAPE ARCHITECT. EXPECTED COVERAGE SHALL BE 1 ~ lHRDUGHOUT All PLANTED AREAS. SYSTEM IS BASED ON USE OF EXISTING MAINLINE, VALVES, CONTROLLER. ZONES SHOULD BE PRESSURE TESTED AND CONFIRMED TO HAVE A MIN 45 PSI BEFORE USE. ALL EXISITING IRRIGATION SHOULD BE FIELD CONFIRMED: CONTROLLER, VALVES, HEAD LOCATIONS TO CONFIRM SUITABILITY FOR RETROFITIING TO DRIP SYSTEM. STATIONS SHOULD BE COORDINATED AS FOLLOWS: STATION #8: TREES IN PARKING LOT PLANTERS-ROOT-WATERING, BUBBLER STATION STATION #8: GROUNDCOVER/SHRUBS IN PARKING PLANTERS-SUBSURFACE INLINE DRIP LINES, UNLESS NOTED OTHERWISE STATION #7: SOUTHERLY PERIMTER TREES-BUBBLERS STATION #7: SOUTHERLY PERIMETER SHRUBS-POINT-SOURCE PRESSURE COMPENSATING DRIP EMITTERS STATION #15:TENNIS COURT TREES TREE WELLS-ROOT-WATERING, BUBBLER STATION STATION #1: TENNIS COURT TREES-SUBSURFACE INLINE DRIP LINES STATION #3: ENTRY STREET CENTER PLANTER TREES-ROOT-WATERING, BUBBLER STATION STATION #9: ENTRY STREET CENTER PLANTER-POINT-SOURCE PRESSURE COMPENSATING DRIP EMITTERS PROJECT INFORMATION CITY OF MOORPARK PARK AND REC DEPT 7'99 MOORPARK AVE MOORPARK, CA 93021 ~~~~-- --~a.. .... -.... -_ ........... ...,,._ -- r.;{ ,'~ ---19.301.03 ...... .IUllE t, 2018 LP1.02 187 INSET A ----------------------------, 2"-4" .J //I //~·; /1' , I @,: INSETB : @~-: : ' ii01 I _ (i0}_1~SET C L ---L_-_-_-_-_,L - - - - - ---- - - -----------..1.__ I NOTES: 1. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOD. TYPE. PLANT MATERIALS AND CHANGES IN B..EVATION. SEE INSTALL>.TION SPECIFICATIONS ON RAIN BIRO WEB SITE {WWW.RAIMBIRD.COM) FOR SUGGESTED SPACING. 2. LENGTH OF LONGEST DRlPUNE LATERAL SHOULD NOT EXCEED THE MAXIMUM SPACING SHOWN IN lHE ACCOMPANYING TABLE. PLACE TIE DOWN STAKES EVERY THREE FEET IN SAND, FOUR FEET IN LOAM, ANO FIVE FEET IN CLAY. 4 AT FITTINGS WHERE THERE IS A CHANGE OF DlRECTlON SUCH AS TEES OR ELBOWS. USE TIE-DOWN STAKES ON EACH LEG OF THE CHANGE OF DIRECTION 0 ~~D On-Surface Dripline Curved Edge Layout QF ,-------, INSET A i r---~ --=====---------------------, L --t @ \ ,, ,, ,. \· "/ L '..\~\\\"!.;~\ ~\ \\ \\ \ \ \•_.-:::;:;:\ ,:f'(' ( ( I I INSETB : , 1 1 (<OJ f I NO·~--: : I NOTES: 1. DISTANCE BElWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOL TYPE. PLANT MATERIALS AMJ OiANGES IN ELEVATION. SEE INSTALLATION SPECIFICATIONS ON RAIN BIRO WEB SITE (WWW.RA!NBIRD.COM) FOR SUGGESTED SPACING. 2. LENGlH OF LONGEST ORIPUNE LAlERAL SHOULO NOT EXCEED lHE MAXIMUM SPACING SHOWN IN THE ACCOMPANYING TABLE. PLACE TIE DOWN STAKES EVER'' THREE FEET IN SANO. FOUR FEET JN LOAM, ANO FIVE FEET IN CL.A'r. 0 .i. AT FlTI!NGS WHERE THERE 1$ A CHANGE OF DIRECTION SUCH AS TEES OR ELBOWS. USE T!E-OOWN STAKES ON EACH LEG OF THE CHANGE OF DIRECTION. 0 XFS SUB-SURFACE DRIPLINE A - CD PVC SUPPL y PIPE FROM RAIN BIRD CONTROL ZONE toT (SIZED TO MEET LATERAL A.OW DEMAND) PERIMETER OF AREA 0) PERIMETER DRIPl.INE PIPE TO BE INSTAU.EO ,. .... 0 QF=L~H=" OF AREA © PRE-INSTAll.ED BARB FITI1NG <:il RAIN BIRD XFD SERES DRIPUNE (TYPICAL) ® BARB X BARB INSERT TEE: 0 T=~:~)DRIPUNESHOUlDNOT @OF~~~SHOWN IN TABLE ® A.USH POINT Willi PVC CAP DR OPTIONAL -PVC BAU. VALVE Q'.J) PVC RISER PIPE 0> PVC SCH 40 B.1. (TYPICAL) C@ MALE ADAPTER INSERT @ STAINLESS STEEL, OETIKER OR MURRAY a.AMP (j3) OPERATION INOlCA TOR .--RAIN BIRD MODEL OPERll•ID (!j\ PVC SCH 40 CAP @ PVC SCH 40 BAU. VALVE (i) XF SERIES TIE-OOWN STAKES (TDS-050) @ F~~~~:i DRIPUNE OESIGNGUIOE XFD D~pllne Maximum Lateral Lengths (Feet) 12" Spacing 18"Spadng 24"Spaclng lmet Pmssura psi Nomlnal Flow (gph) -Flow(gph) NomklalFlow(gph) 15 20 30 40 50 60 0.6 0.9 0.6 0.9 0.6 0.9 273 155 314 250 424 322 316 169 353 294 508 368 380 230 413 350 586 414 395 255 486 402 652 474 417 285 528 420 720 4811 480 200 596 456 780 514 (i) PVC SUPPLY PIPE FROM RAIN BIRD CONTROL ZONE KIT (SIZED TO MEET LATERAL A.OW DEMAND) PERIMETER OF AREA (ll PERIMETER DRIPl.INE PIPE TO BE INSTAU.EO 2"-4" (D aF=~~OFAREA CD PRE-<NSTALLED BARB FITTING 0) RAIN BIRD XFS SERIES DRIPUNE (TYPICAL) 16) ~-BARB X BARB INSERT TEE: Q:i ~..::.~~~)DRIPUNESHOIA.ONOT ® QF.:= .="SHOWN IN TABLE ® FLUSH P01NT Willi PVC CAP OR OPTIONAL ~$)(~~ ~ ' \ @J PVCR~~VALVE (!}l PVC SCH 40 B.1. (TYPICAL) C@ MALE ADAPTER INSERT @ STAINLESS STEEL. OETIKER OR MURRAY Cl.AMP (8) OPERATION INDICATOR @ ()~) INSET B . .-.. RAIN 81RD MODEL OPERIND ~\ PVC SCH 40 CAP (i]) PVC SCH 40 BAU. VALVE @ XF SERIES TIE-OOWN STAKES (TDS-050) -REFER TO RAIN BIRD DR1PUNE DESIGN GUIOE (!_§ FOR PROPER SPACING ! XFS Dripllne Maximum Lateral Lengths (Feet) I I Inlet Pressure pol 12" Spacing 18"Spa'*1g 24" Spacing Nominal Flow (gph) Nominal Flow (gph) Nom'1al Flow (gph) 0.6 0.9 0.6 OJI 0.6 0.9 I 15 m 156 314 250 424 322 I 20 316 169 353 294 508 368 I 30 380 230 413 350 566 414 40 395 255 465 402 652 474 I 50 417 285 528 420 720 4811 I 60 480 200 596 456 760 514 NOTES: ROOT WATERING SYSTEM: RAIN BIRD RWS {lNQ.UDES RETAINER, 36" (91.4 CM) OR 18" (45.7 CM) T\JBE, 4• (10,2 CM) GRATE, VERSAT11.£ SWING ASSEMBLY WITH 112" (1;3 CM) M NFT INLET) RNISH GRADE/TOP OF MULCH RAIN BIRD 8-0UTLET DRIP MANIFDl.D (EMHIXERI) (~ RAIN BIRD 1/4" (0.8 CM) DISlRIBUTION TUllNG RAIN BIRD 1/4" (0,6 CM) UNIVERSAL T\JBING STAKE RAIN BIRD XERMIUG BARB X BARB EMITTER (f) 4" (10,2 CM) LOCKING GRATE {lNCWDED) 12" (30,5 CM) SWING ASSEMBLY {lNa.UDED) ii} (~l @ 112" (1.3 CM) MALE NFT INLET {lNQ.UOED) PVC SCH 40 TEE OR El PVC OR POLYETHYLENE LATERAL PIPE RIGID BASKET WE.AVE CANISTER (INO.UDED) OPTIONAL SOCK (RWSSOCK) FOR SANDY SOILS 1. 4" (10,2 CM) GRATE IS ALSO AVAILABLE IN PURPLE (RWS-GRATE-P). 2. INSTALL PRODUCT SO THAT THE GRATE IS EVEN WITH FINISH GRADE OR TOP OF MULCH. 3. OPTIONAL SAND SOCK (RWS-SOCK) IS 34" (88,4 CM) IN LENGTH TO COVER MESH BASKET AREA. 4. WHEN INSTALLING IN EXTREMELY HARD OR CLAY SOILS, ADD 314" (1,9 CM) GRAVEL UNDER AND AROUND THE UNIT TO ALLOW FASTER WATER INRL TRATION AND ROOT PENETRATION. 5. ONCE RWS HAS BEEN INSTAU.ED FILL THE BASKET WITH PEA GRAVEL BEFORE LOCKING LID. (.\ ROOTWATERINGSYSTEM -\..!; ................... ~~~~~~~~~~~~~-== NOTE: (!) 1" RAIN BIRD LARGE CAPACITY FILTER WITH ~ SCREEN: LCRBY100S (:v 1" RAIN BIRD REMOTE CONTROL VALVE (a·\ VALVE BOX WITH COVER: .._., RAIN BIRD \/EhJMB 0 FINISH GRADE/TOP OF MULCH 0 BRICK (1 OF 4) (i) PVC SCH 40 MALE ADAPTER ~) PVC SCH 40 THREADED UNION ~) PVCLATERALPIPE (9) 3" MINIMUM DEPTH OF 314" WASHED GRAVEL '-• @ INLINE PRESSURE REGULATOR 1. FILTER ASSEMBLY TO BE INSTALLED WITH SCREEN DIRECTION FACING A 45" DOWNWARD ANGLE WITH ENOUGH SPACE TO REMOVE SCREEN FOR MAINTENANCE. SOME APPLICATIONS MAY REQUIRE RAIN BIRD VALVE BOX EXTENSIONS TO ACHIEVE ACCEPTABLE SCREEN CLEARANCE . ....... @ :..LARGE CAPACITY FILTER WITH VALVE - PROJECT INFORMATION CITY OF MOORPARK PARK AND REC DEPT NII MOORPARK AVE MOORPARK. CA 93021 CCIHTM:T::J.1.AURBfTCM910a..617J13115 ~~~~-----~a.. ___ ,,. __ ..... l;ti11318!1'Law ""'IUW -- "''""'"''""-""'- ---11.381.83 ...... .IUNE1,201S --CONSTRUCTION DOCUlll!NTS lllET111\E PLANTING PLAN LP1.03 88 PLANTING NOTES 1. SHRUB LAYOUT NJ SHOWN ON PlAN INDICATES "SHRUB MASSES. "QUAHITTIES APE.NJ SHOWN ON Pl.AN, ON-CENTER SPACING NJ SHOWN ON LEGEND. CONTRACTOR TO VERIFY CIUANTlTlES BASED ON SPACING AND ADO ADDITIONAL PlANT MAlERIAL (AT HO ADOmONAL COST TO THE OWNER) REQUIRED TO MAINTAIN DESIGN INTENT DUE TO EXISTING SITE CONDmONS NOT ANTICIPATED DURING DESIGN. IAYOUTISPACING WILL EITHER BE TRlANGUlAR OR LINEAR AS SHO'\NN ON PLAN OR LEGEND. lANDSCAPE. ARCHrTECT TO APPROVE ANAL LAYOUT IN FIB.D PRIOR TO INSTALLATION. . 2. CONTRACTORS SHAli NOTIFY THE LANDSCAPE ARCHITECT OF SrTE CCH>IT10NS WHICH PREVENT INSTAUATION PER PLANS AND SPECIFICAllONS. 3. coN'nW:TOR SHAU.BE UA11LE FOR REMOVING AND RE-INSTAWNG IRRIGATION EQUIPMENT, AND REPlANl1NG AREAS WHICH ARE NOT INSTAll.ED PER Pt.AN AND SPECIFICATIONS. 4. REFER TO PLANTlNG SPECIFICATIONS FOR INSPECTlCJN,ICERFICATION SCHEDlA.E. S. IRRIGATION SYSTEM S1-W.1. BE INSTAllEO ANO OPERATIONAL PRIOR TO INSTALLATION OF A..ANTMATERIAl.S. 8. TREES AND SHRUBS SHAU. BE PlANTED AFl8' CONCRETE Pl.ACEMENT, BUT NOT BEFORE IRRIGATION COl/ERAGE TEST NO. 1 HAS BEEN APPROVED. (SEE SPECIFICATIONS~ 7. PL.ACE TREES BETWEEN IRRIGATION HEADS wtEREVER POSSIBLE. 8. lANDSCAPE CONTRACTOR SHALL AMEND SOILS NJ NOTED ON lHE SOILS REPORT BY WAliN:!E IABORATORIES, 9. 1HE RECOMMENDATIONS OF T1iE SOU.. REPORT SHAU. SUPERSEDE TIE SOIL PREPARATION NE 8ACKFIL1. MIX SPECIFICATIONS (SEE SPECIFICATIONSi 10. SHREOOEO MULCH INSTALLATION: INSTALL SHREOOEO MULCH INAU.SHRUBAKJ GROUr«>COYERAREAS PER SPECIFICATIONS UNLESS OTHERWISE INDICATED ON PLANS. AREAS DESIGNATED FOR DECOMPOSED GRANITE MULCHING ARE SHOWN ON CONSTRIJCT10N PlAN. 11. COHTRACTOR IS RESPONSIBLE FORAJ..L REPAIRS ANO/OR REPLACEMENT OF ANY DAMAGED lANDSCAPE AREAS BEYOND THE LIMIT OF WORK, INCLUDING REPAIRING ANY IRRIGATION LINESISPRINl<l£ IEADS, THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION ANO/OR HIS SU&CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATION OF ORIGINAL WORK OR Pl.ANTS, UNLESS OTHERWISE APPROVED BY 1ltE LANDSCAPE ARCHTTECT. 12. CLJ:AN.UP SHALL TAKE PlACEON AOAILY ~$UNLESS OllERWISEAPPROVED BYTHEO'MllER'S REPRESENTATIVE. 13. IT IS THE CONTRACTOR'S RESPONSIBIUlY TO MAINTAIN ALL GRADES AND FLOW LINES AS SHOWN ON THE GRADfNGPlAN. WHERE SOD ISTOBEINSTAUEDONA SWALE, THE FINISH GRADE MUST BE ADJUSTED SO THE 800 OOES NOT RESTRICT THE FLOW. CONCRETE MON CURBS SHALL BE DEPRESSED AT SWALE LINES SO THAT DRAfNAGE FROM PLANTERS CAN A..OWTrlNARD PROPOSED CATCH BASINS. \ ~ ~-- PLANTING NOTES PLANT llUB8Tl1VT10H NO'IE: IT IS THE CONTRACTOR'S RESPONSIBIUTYTO PROCURE AJ..L PlANT MATERIAL SHOWN IN THE PLANTING l.ElEND. HO SUBSTTil.IT10NS WILL BE ACCEPTED WITHOUT WRITTEN AlJTHORJZATION FROM THE LANDSCAPE ARCHITECT AND CITY REPRESENTATIVE. llULCHNO'IE: ALL Pl.ANTER AREAS TO RECIEVE 3"' THK:K LAYER.OF SHREDDED MULCH (100% COVERAGE). SEE CONSTRUCTION PlAN FOR AREAS DESIGNATED FOR DECOMPOSED GRANITE MULCHING LINEAR ROOT BARRIER NOTE: AJ..L mEES PLANTE> WITHIN 5' OF ANY HARDSCAPE WILL REQUIRE LINEAR ROOT BARRIERS, TO BE Pl.ACED ALONG CURBS, WAU<S, AND WAJ..LS. EXl8T1NG TREES: ~VERIFY TREE LOCATION, AND PROTECT IN PLACE 11"W CONCRETE PAVER 8TEP-OUT: / SEEDETAILP1 SHEETLP2.03 ,/'/ llULCH, TYP: ALL PLANT AREAS TO RECEIVE APPROVED SHREDDED MlR..Cl-t TO A MIN ~DEPTH PLANTING PLAN SCALE: 1119-. 1·.r I I OE ~ ~ (jj ~ 0 L~ e © 0 Q) •v 0 (L) EXISTING TREES: EXUITING 1REES: FIEJ.D VERIFY TREE LOCATION, AND PROTECT IN PLACE FIELD VERIFY ALL COURTYARD TREE LOCATIONS, AND PROTECT IN Pl.ACE PLANTING LEGEND TREES QTY SYMBOi. BOTANICAL NAME COMMON NAME 21 PIARAC PLATANUS RACEMOSA "BLOODGOOD' CAUFORNIA SYCAMORE • QIJELOB QUERCUS LOBATA VALLEYOAJ< 8 lAGIND IAGERSlROEMIA L 'CHEROl<EE' CHEROKEE CRAPE MYRTLE • CEROCC CERCIS OCCIDENT AUS WESTERN REDBUD 16 CERM\Jl. CERCIS ocaoENTAUS 'MULTI' WESTERN REDBUD SHRUBS QTY SYMBOL BOTANICAL NAME COMMON NAME 9 LEPDAR RHAMNUS CAUFORNICA 'Eve r:BIJllj' ~ 30 HESYUC HESPEROYIJCCA---BalBYua:a 41 FRECAL FREMONTOOENRON ~Glory' --35 CAR CAL CARPENTERJA c. ,,.,_,. -.-Anemone 81 LESSIL L.ESSINGIA I • .,.._ ca.per ...... Cllrpol __ 10 ROMCOU ROMNEYA COULTER! --8 VER LIL VERBENA I. 'De La Mina' Cedroa lsll!n:I Verbena 52 MIMJEL MIMUUJS'JollyllemlWhlle' ----21 SALGRE SAL VIA g. 'Funnan'1I Rad' Texas Sage 124 CHOELE CHONDROPETALUM BEPHANTlNUM Lave~- 113 SAi.CLE SALVIA e. 'Wh1'fred Glnwt Dar1<BlueSaMa GROUND COVERS QTY SYMBOL BOTANICAL NAME COMMON NAME x IMolllM ~IMRBMEl"AE &llBI CARPET x MULCH ENTIRE PLANTER AREAS TO BE APPROVED BY PARK AND REC I OG DECOMPOSED GRANITE TO BE APPROVED BY PARK AND REC SIZE DESCRIPTION 2.C-BOX MAIN STRUC1\JRE INTACT 36"BOX MAIN STRUC1\JRE INTACT 24"90X STANDARD 24•eox STANDARD 24"90X MULTI TRUNK SIZE DESCRIPTION ·-2<W. ·---1GN.. 1GN.. 1GN.. 1GN.. 1GN.. ·-1<W. SIZE DESCRIPTION .._ 111'0C:.0..Y NPl.NfmW -rDEPnt MIN4.0EPTH PROJECT INFORMATION WWW ~~.!.1!~!~~:.7~_::.;__c 8llliJM23TT..c..omC..- l!S81S41101-9i::CAI. -.dBlgnilOREEN.am ICSYIUM REFER!'NCEMAP REVISIOKISUBMITTAL -PRO.OEC'l-15.301.03 ...... JUNE 11, 2015 SET ...... CONSTRUCTION DOCUMENTS LP2.01 89 I I I mt.CH, TYP: AU. Pl.ANT AREAS TO RECEIVE APPROVED SHREDDED MULCH TO A MIN 3" DEPTH I / ,/ DECOMPOSED ORANJJE PATH: 1S-W CONCRETE PAVER STEP-OUT: SEE DETAIL P1 SHEET LP2.03 PLANTING PLAN SCALE: 1MS--1".Q" DECOMPOSED GRANITE TREE WEU..S: ~ {(}, '{}} 8 (i) I~ @ e ~) PLANTING LEGEND QTY SYMBOL BOTANICAL NAME 21 PIARAC Pl.AT ANUS RACEMOSA 'BLOODGOOD' • QUEUlO QUERCUS l.OBATA • l.AGIND LAGERS'TROEMIA I. 'CHEROKEE' • CEROCC CERC&S OCQDENTAL.18 ,. CERMUI. CERC1S occtDENTAUS 'MIJtlT QTY SYMBOL BOTANICAL NAME • LEPDAA RHAMNUS CAUFORNICA 'Eva a8ll 30 HESYUC HESPEROYUCCA wttlpplel mp. awnlc:a 41 RlECAL FREMONTODENRON 'Calforil. Glory' 35 CAR CAL CARPeNTERIAc. - 81 LES SL LESSINGIA f. 'Siver c.pet 10 ROMC:OO ROMNEYA COlA.TERI • VERLI. VERBENA.l t>e La Mina' 52 ..... JB. MIMUUJS 'JellyBaan WhlW 21 SALGRE SALVIA g. 'Fum'lsl'9 Red' 124 CHOELE CHONDROf'ETALUM 8..EPIWIT1NUM 113 SAL CLE SALVIA.c. ~Glmen' QTY SYMBOL BOTANICM..NAME x ----x MULCH ENT1RE P1.ANTER AREAS IJG DECOMPOSED GRANl'TE. TREES COMMON NAME SIZE CALIFORNIA SYCAMORE 24"BOX VAU.EYOAK 38"BOX CHERQl(EE CRAPE MYRT1.E 24"BOX WES1ERN REDBUD 24"80X WES1ERN REDllUD 24"BOX SHRUBS COMMON NAME SIZE .,_,,. tlCW. .... Yuoca 2GAL ............ 11CW. -----Siva!' Cmpet Beach,... , ..... --uw. Cedrtlelllll!lndVertM!Jna ·-----·-T--·-._.,__ ...... -......... 1 GAL GROUND COVSlS COMMON NAME SIZE ---~ TO BE APPROVED BY PARK AND REC TO BE APPROVED BY PARK AND REC Desa<JPTION MAIN STRUCTURE INTACT WJN S1lWCTURE INTACT STANDARD STANDARD MULTI TRUNK DESCRIPTION Desa<JPTION 1rOC,mLYllPUHIB'8 -... -MIN4"0EPTH PROJECT INFORMATION CITY OF MOORPARK PARK AND REC DEPT 799 MOORPARK AVE. MOORPARK, CA 93021 CONTACT:J. L.AUREHTOWSK.1605.517113115 dlg~REEN,u.c _,..;-.~~~·------­--~Ollll .... _ .... _ ........ Lcao ICliYRNO .......,..._ DATE ---1IL301.03 "'"" .SUNE 11, 2019 IEl"- CONSTRUCTION DOCUllll!llT8 MEl"1111E PLANTING Pl.All LP2.02 190 i ;~ "' .. _, ·: E) :~;.;R STEP-OUT -PARKING LOT ISLANDS =--= --1 ---.._ __ ii Ii I ~-------~Rerno\leruwry....,_.ft ain1n11.....-neemmbe ~orheldesact.ills llCCl!lpl8tlillti:iabd'laJi"x• .................. ..,,_ ~----Ulr:ing~lttiber ... ~----11ne(3")tlloh:hlodglpala -...-.~-r ...,.ean .. lldga'd .. raat ...... ~ .... -......... ~~ -TIE!RUG!.llOll•.,. Cll'Bil.-.R:EAIE&TOU. 1.,_ne.-ina._ladglpaMxS bl ~:STAKING -LODGE POLES (3) .............. ~---­.......... ----~-. .......... _____ _ ---== ---.... -. .... ..... _ ... __ ....,. /,---===:.::-.. _ ·;;:::f-~---~~~~.;.;....;..~ ... ~ ........... ---''----------·-... (P-2) TREE w/ BERM (EXISTING SOIL MODIFIED) \,___..' 112"•1'-0" -----. ... ..,..dnddL-- Nomcntmi1•d nlkftonqid .......... _ .. ...... i -1-th'8lf'lllbeatqmlly~tl .. root~clelllard~ 2-s.e~bldWftllQllhn-*-...Sm .. dnl. 8 :~~~B -MODIFIED SOIL cn-i•botClllsbld,.._ ........... .. .... pr...-san .......... ......... (il.3) TREE PROTECTION ,..___,,, 1H"•r.Q" iJ.6) GROUNDCOVER \,!~, ,,.. ...... 2·1.,..llnom:118'Q~­ llllPlldblcrafDr~----- 3-tm pns*igftl be PMbmeda:*PI ,, __ ..... ..,~ ..... ~ ......... ~ll!n:q~--llnce _..,_ 5-s.. ... pnipnbi pllnbq mcdladcrawlll .. Tlw~ ---·--.:uicl!RB!ll) .... PROJECT INFORMATION CLIENT INFORMATION CITY OF MOORPARK PARK AND REC DEPT 799 MOORPARK AVE MOORPARK, CA 93021 CCWTACT:J.~lll05!il7..53115 dlg~REEN,uc _,..;-~~,---- --~a.. ___ ... __ ......... Lew _..,.., -- __ ..... ..., ... BltPRDECJ"M.li&R 1L301.0S """' .IUNI! 1, 2011 --CONSTRUCTION DOCUllDT8 Ol&r111U! 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Ul~~pue..,.,...,~MOllO:l1il .,.... • ...-....~~~ ... ~q·pue~-y ~·~.utM'D ~·OOllZOUICIPIS"V INllt.l.:lillC&lY'&ll £"l ---~l*l"lllll~~-~-.....J9JMICl9 ~ --·~111 .... ~'tkwt.._,.,,~...._edid .... ~~'V .............. WS-llflQIJp:t9~~p.19"IOllP»O...--O 'V ............... ..._ "IWIBllillD l.&W4 --..... CITY OF MOORPARK ARROYO VISTA COMMUNITY GENERAL NOJES 1. CONTRACTOR SHALL INSTALL All IMPROVEMENTS IN ACCORDANCE WITH THE CITY OF MOORPARK REQUIREMENTS. IN CASE OF DISCREPANCY BElWEEN THESE PLANS ANO THE CITY'S REQUIREMENTS, THE MOST STRINGENT REQUIREMENT Will APPLY. 2. CONTRACTOR SHALL READ THESE PLANS ANO NOTES COMPLETELY ANO BRING ANY DISCREPANCIES TO THE ATTENTION OF THE LANDSCAPE ARCHITECT IMMEDIATELY UPON DISCOVERY & PRIOR TO THE COMMENCEMENT OF ANY FURTHER WORK. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE CONSTRUCTION ACTMTIES AND SCHEDULE IN A MANNER THAT MINIMIZES DISRUPTION OF PARK ACTMTIES, ANO MAINTAINS A SAFE ACCESS FOR PEDESTIRIANS ANO lRAFFlC. IF THE CONTRACTOR ANTICIPATES ANY DISRUPTION OF PARK ACCESS OR ACTMTIES, HE SHALL PROVIDE A FIVE DAY PRIOR NOTICE TO THE CITY'S PROJECT MANAGER.. 4. EXTRA WORK SHALL BE APPROVED IN WIRmNG BY THE OWNER PRIOR TO COMMENCEMENT OF WORK. 5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BE FAMILIAR WITH All GRADE DIFFERENCES, LOCATION OF WALLS, UTILmES, SEWERS, WATER LINES, ETC. COORDINATE WORK WITH OTHER SUB-CONTRACTORS FOR THE LOCATION ANO INSTALLATION OF PIPE SLEEVES UNDER PAVING, ELECTRICAL CONNECTIONS, WATER HOOK-UPS, ETC. 6. All REQUIREMENTS OF THE UNIFORM BUIUDING CODE SHALL APPLY TO THE WORK SPECIAED HEREIN UNLESS OTHERWISE MOOIAED BY THESE DOCUMENTS. 7. CONTRACTOR SHALL OBTAIN All PERMITS REQUIRED TO COMPLETE THE WORK SPECIAED. 8. CONTRACTOR TO NOTIFY UNDERGROUND SERVICE ALERT AT 1-800-227-2600 48 HOURS PRIOR TO ANY EXCAVATION. 9. CONTRACTOR SHALL NOTIFY THE OWNER 48 HOURS PRIOR TO STARTING CONSTRUCTION. 10. CONTRACTOR TO COORDINATE A PRE-CONSTRUCTION MEETING ON SITE 48 HOURS PRIOR TO START OF CONSTRUCTION. NOTIFY OWNER, LANDSCAPE ARCHITECT, AND All SUB-CONTRACTORS. 11. CONTRACTOR TO SUBMIT REQUESTS FOR MEETINGS, OBSERVATIONS, AND APPROVAl.S BY THE LANDSCAPE ARCHITECT AT LEAST 48 HOURS PRIOR TO THE DATE AND TIME PROPOSED. 12. SITE PROTECTION SHALL BE MAINTAINED THROUGHOUT THE ENTIRE CONTRACT AND NOT UMJTEO TO THE PROTECTION OF ALL SITE ELEMENTS IE. GATE COLUMNS, ORNAMENTAL IRON WORK, CONNECTIONS ETC. 12. OBTAIN THE CITY OF MOORPAIRK INSPECTOR'S ANO LANDSCAPE ARCHITECT'S REVIEW AND APPROVAL OF WORK IN PROGRESS AT VARIOUS TIMES DURING CONSTRUCTION. THE FOLLOWING REVIEWS/MEETINGS ARE MANDATORY. PROVIDE 48 HOURS NOTICE FOR EACH REQUESTED VISIT. PRE-JOB CONFERENCE . GATE CONSTRAINTS ANO LAYOUT PLANT MATERIAL LOCATION REVIEW ANAL WALK THROUGH (AT COMPLETION OF PROJECT INSTALLATION) ANAL WALK THROUGH (AT COMPLETION OF MAINTENANCE PERIOD) DIRECT ANY QUESTIONS REGARDING THESE PLANS TO : BRON RUF LAWRENCE R. MOSS AND ASSOCIATES OCEAN VIEW BLVD. GLENDALE, CA 91208 (818)248-5200 TRAIL PROJECT VICINITY MAP ~,;_ -Boys & Girts_ Club • _. &1 ""7-of Moorpark·-.,, , Moorpark Active ~ ::::. Adult C~nter _ Moorpark-EJ~~- __ .. -<---__ .,--poindet.ter:Ave'':~ Po_i~fl~•teiJ!iec.:~· . .. -. -·~ ~ .g> ~ ~ci,°.,~ab"~~~d_ ]: 2nd St ~- . ---;.•-;--·l' "'i. ·-~ ··.l'iJI_. ··@ ~ KEY MAP PARK OWNER CITY OF MOORPARK COMMUNITY SERVICES AND PARKS DEPART. 799 MOORPARK AVENUE MOORPARK, CA. 93021 TEL: 805 532-2205 CONSULTANTS LAWRENCE R. MOSS & ASSOCIATES INC. LANDSCAPE ARCHITECTURE TEL. 818-248-5200 FAX. 818-248-6574 SHEET INDEX Tl.01 L101 L102 L103 L104 L105 L106 L107 L108 L109 L110 L201 L202 L203 L204 L205 L206 L207 L208 L209 L301 L302 TITLE SHEET IRRIGATION PLAN IRRIGATION PLAN IRRIGATION PLAN IRRIGATION PLAN IRRIGATION PLAN IRRIGATION PLAN IRRIGATION PLAN IRRIGATION PLAN DETAILS DETAILS/NOTES PLANTING PLAN PLANTING PLAN PLANTING PLAN PLANTING PLAN PLANTING PLAN PLANTING PLAN PLANTING PLAN PLANTING PLAN DETAILS/NOTES ENTRY SIGN LAYOUT PLAN ENTRY SIGN DETAILS DIAL BEFORE YOU DIG H!00-227-2600 PlAY IT SML~Q AT lEASI TWO OW. BEfDR[ ~DA~ YOU DIG! ' EXCAVA11NC S£RVJNG NINE SOUTHERN CAIEORNJA COUNTIES Lawrence R MOSS & Associates lo! < 0 LAIRENCE R MOSS ~ Oc ASSOOATES INC 3458 OCEAN ~ BLW GL.£NOALE CA 91208 818 2'8 '5200 ~°ifarE AROilTECTURE I-w w I (/) w _J I-w I-0 <( :>.::'. u <( 0... g Cil ~ 0:::: I- <( uo 0... WO'.'. --::> C§ <( ~ o~u w -0::: Cl'.'.~ Cf) Q_ <( <( Cl'.'. 0... > Cl'.'. Cl'.'. wo _Jt=o 0 -:::;;: >-<(~ 0 0::: ~ 0:::: I- 0:::: <( DRAWN BY: RAN CHECKED BY: BR PROJECT NO. 15-7900 DATE: 1/11/2016 SHEET 1 Of 22 T1.01 ____________________________________________________________________________________________________________________________ ,,__ ______ __.193 KEY MAP x 472.S \ D D x 474.9 0 x 473.7 :;;: 0 _J w CD w w (/) f-w w :r: (/) (/) S: f- 476.6 IRRIGATION L.£GEND DESCRIPTION 'HUNTER' PGP-ULTRA-l'GP-AllJUST.tlltE AllC-2.0lA 'HUNTER' PGP-ULTRA-PGP-12-AllJUST.tlltE AllC-2.0lA 'RAINBIRO' 1401 BUBBt£R ON J" FlEX RISER-SET IN BASIN-SEE DETAIL 'RAINBIRO' RWS-B-C-1404 ROOT WAlIRING SYS1U! 'RAINBIRO' XFCV-1B-09 W/ HE:AVI' DV1Y CHECK VALllE AREA TO RECEIVE ORtPUNE RAIN BIRO XFD-P-09-12 LANDSCAPE ORlPUNE WITH 0.92 GPH EMITTERS AT 12" O.C. ORIPLINE LATERAl.5 SPACED AT 12" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. INSTALL FLUSH VALllE AT FURTHEST POINT AND LOWEST 0£VATION 'RAINBIRO' DRIP LINE J/4" AIR RElJEF VALllE 'RAINBIRO' DRIP LINE FLUSH POINT 'SUPERIOR' CONTROL VALllE f9500W (BUBBlfRS/RWS/ROTOR) 'RAINBIRO' CONTROL VALllE XCZ-15D-COM 'RAINBIRO' CONTROL VALllE XCZ-100-COM 'NIBCO' GATE VALllE T-1 J6-LINE SIZE NON-RJSING STEM 'BROOKS' VALllE BOX SERIES 1419 'RAINBIRD' QUICK COUPLER 44 LRC 1" 'RAINMASTER' EAGLE PLUS-1 IRRIGATION CONTROLLER 475 x 475.9 -476.8 476.5 x 476.5 D x 481.4 Sl.EEVING SCH. 80 P.V.C. NON-PRESSURE LINE SCH. 40 P.V.C. PRESSURE LINE CLASS J15 P.V.C. POINT OF CONNECTION ~GPM \!U x 476.8 x 476.5 Y~FT POINT OF ---'--~l~+"-...J/ CONNECTION PRIOR TO 61DDING FROM E><ISTING IRRIGATION LINE. SEE 'AS 6UILTS' TT SMALL ADJUST EXITING IRRIGATION MEADS AND x 4815 EQUIPMENT TO PROVIDE 1eeii COVERAGE TO ACCOMMODATE PROPOSED TRAIL AS NEEDED. (TTPJ CONTRACTOR SMALL WORK WITH OTT ST A OR OTT S\J6CONTRACTORS TO COORDINATE IRRIGATION REPAIRS ANOSilroJUSTMENTS. CONTRACTOR SHA CAP ALL LATERAL LINES AND MAINLINES AS N DURING Tl-IE COURSE OF -CONSt~TI n KE ALL LOCATIONS. 482.2 x 482.2 S'tll. ... ... 'i x \.Jl\ ~-~ E. ·~ • ® s @ @ ...... <» © --------- P.O.C. )( 477.3 DETAIL P.S.I. RAil. G.P.M. REF. 0-E 40 27' 1.9 B 40 27' 1.9 JO -.25 G JO FB 1 INCONSPICOUSlY SNAKE TUBING ALONG PLANTER TO EACH PIANT. M,N,O,P,Q,R K; INSTALL AT HIGH PT, PER 1,000' OF ORtPLINE I.; INSTALL AT LOW PT OF EACH PLANTER ANO AT EVERY CHANGE OF OIRECllON 0 SIZE AS CALLEO OUT ON PLANS E 1 1 /2" PES!l-PRESSURE REGULATOR F 1 • PESll PRESSURE REGULATOR c SET IN CARSON PLASl1C BOX IN PLANTERS G L lW!CE LINE SIZE (MIN.) SEE PLAN FOR SIZE SEE PLAN FOR SIZE POINT Of CONNECTION-1/ERIFY LOCATICN ON SITE x 477.8 I \ 10· 20' x 478.4 x 480.4 40' Lawrence R MOSS & Associates ;;! F .... u ~ 0 &: I" < 0 en 5 c;; 5 LAHNCE R MOSS ASL.A .t: ASSOCIATES INC 3458 OCEAN \'IEW ll.W GLENOAl..E CA 91208 818 248 5200 ~ AROillECTURE z ::5 o._ ~ a::: <( Q_ ~ (/) > 0 >-0 a::: a::: <( w ~ ::.:: u <( Cl.. 0 iii ~ ~ N ~ • ~ ~ ~ E DRAWN BY: BKR CHECKED BY: LRM PROJECT NO. 15-7900 DATE: 1/11/2016 SHEET 2 OF 22 L101 194 KEY MAP x 478.7 478.l 0 _J f-w w :::r:: (fl w w (fl w :z ::i :::r:: <..> ';;;: ::::::;: x 478.S x 479.3 x 478.6 478.0 x 478.4 D D D x 479.4 480.6 r \ x 479.8 x 480.2 x 479.2 ~. "\,9tl.s D x 480.6 x 480.4 479.8 x 479.5 0 I I \ \ fO) x 481.3 x 481.8 x 481.5 x 481.2 D x 484.8 x 484.7 x 482.2 •"'"' CITY SMALL ADJUST EXITING IRRIGATION MEAD EQUIPMENT T PROVIDE 1ee'Ji COVERAGE TO A . (TYP.) x 485.6 x 485.9 x 485.5 x 485.4 x 495.6 x 485.6 x 485.5 x 485.4 484.5 x x 484.5 n 0 _J w w (fl w :z _J :::r:: u <( ::::::;: Lawrence R MOSS & Associaks LAllRENCE R MOSS ASLA .t ASSOCIATES INC 3458 OCEAH VEW ll.W Gl.ENDAI..£ CA 91208 818 248 5200 ~ AROl1ECTUR£ z ::s Q_ z 0 ~ c:> w (.:> 0:::: <( Y'. 0:::: (.) :;: <( CL i= ,__ 0 t:l iD r "' ~ 0::: ..._. <( U& 0.... w<( ---:> 0 <( ~ o~u w -0:::: a::~ Cf) Q_ <( <( a:: CL > a:: a:: WO _J~O 0 -:=;: >-<(~ 0 0:::: ~ :;: 0::: ..._. i= 0::: ,__ tl <( 6 a: "- lo! < 0 "' z 0 in ~ ,.; .... ..; .; ,.: cO a: -"' ORAM< BY: llKR CHECKED BY: I.Jill PRC>.£CT NO. 15-7900 DATE: 1/11/2016 L102 .__ __________________________________________________________________________________________________________________________ ...._ ______ ___.195 D 484.3 KEY MAP x 483.3 x 483.7 484.6 F p CONNECTION PF!IOR TO elDDING FROM EXISTING x 484.l -----CITY Sl-IALL ADJUST EXITING IRRIGATION !-!EADS AND l!dml"'MENT TO PROVIPS'.199$ COVERAGE TO x 486.3 ACCOMMODATE PROPOSED TRAIL AS NEEDED. (TYPJ CONTRACTOR 51-!ALL WORK WIT!-! CITY STAFF OR CITY suecONTRACTORS TO COORDINATE IRRIGATION REPAIRS AN ADJUSTMENTS. C CAP ALL LAimRAL LINES AND MAINLJ~ AS NEEDED IRRIGATION LINE. SEE·~'-----------------"-~------+----------- \ 6UILTS' x 485.7 1---1 D \ I I I x 486.4 D 489.5 D D D D y ifitp NTOF CONNECTION PRIOR TO e1DDING FROM EXISTING IRRIGATION LINE. SEE 'AS D x '---------------l-----~---1-----+-I-487.3 486.7 D D I I J I IUll/]11/Ull x 490.7 I I Tl I I kl 111 I 11 I I I I I x 490.3 I I I I I I ::,\" x 489.5 x 486.7 487.4x 487.2 487.5 D D D x 88.S '<!" C> ::::::; t-w w :r: (/) 494.6 Lawrence R MOSS & Associutcs ... F! i= .... u 3 0: Q. lo! < 0 LAWRENCE R llOSS ASlA a: ASSOCIAlES INC 3458 OCENI 'llEW BLW G.DIDALE CA 91208 818 248 5200 ~ AROtllEClll<E :z ::i Q_ ~ 0::: I- w ~ ~ u <( a... 0 CD <( uo ()_ w 0:: "JC§<( ~ o:::!jU w -0:::: 0:: ~ Cf) Q_ <( <( 0:: a... > 0:: 0:: wo __Ji== 0 0 -:::;: >-<(5S 0 0:::: ~ 0::: I- 0::: <( 15-7900 1/11/2016 SHEET 4 OF 22 L103 '--------------------------------------------------------------------------------------------------------------------------------------196 I"") 0 ___, 1-w w :c (/) w w (/) x 494.S x 494.7 0 x 495.3 0 x 495.4 Ox 495.2 r--x 495.7 x 495.7 x 495.8 x 495.7 x 495.7 x 496.2 x 496.5 x 496.5 x 496.7 x 495.5 x 495.B x 495.8 x 4' 10' ·EB :z :s Q_ ~l- w ~ :,.:: u <( a... Cl m o::: u Cl <( a::: o....w<(. ----Cl<( _, <( u <( 0 L3 :.::" O:'.: a::: a::: I-Q_ <( <( Cf) a::: a... -a:::a::: > WO _Ji=~ O-o >-<{~ 0 O:'.:""" w 0:::: I-~ 0:::: <( L 104 0 500 )<> 0 i \ .,,~ 510.Sx z :s Q_ z 0 ~ C) a::: a::: ::::s:::: 0::: I--0 <( (_) 0::: o.... w<. --:> ~ <) <(OLJ~ 0:::: 0::: 0::: I-Q_ << (/) ~&: > WO _Jt=~ O-o >-<(~ 0 0:::: .q- ~ 0::: 1-- F 0::: <( 198 3: 0 -' LU a:J I- LU LU ::r:: (/) (/) :E I- LU LU (/) LU :z =::; ::r:: u ~ ::::;: r-- 0 -'.3 ti LU :r: (/) LU LU (/) x 497.3 KEY MAP 491.7 x u 0 u x 493.5 x 492.6 l VERIFY POINT OF CONNECTION FRI~ TO 61DDING FROM EXISTING IRRIGATION LINE. SEE 'AS 6UILTS' 494.7 ~54 ~\2!./ x 496.6 x 496.5 50'5 .,,o LU > 0 CD <( I-- LU LU :r: (/) ~ :r: I-- LU LU L...b='f'= (/) LU :z =::; :r: -u ~ ::::;: Lawrence R MOSS & Associates lo! < Cl LAWRENCE R MOSS ASIA a: ASSOCIATES INC 3458 OCE.AH VIEW IUD Gl.EHDAI.£ CA 91208 818 248 5200 ~~ AROtlECl\JRE z: ::s .Q_ z: 0 ...._ <( (.'.) Cl::: Cl::: w (.'.) <( ~ u <( a... 0 CD DRA\\N BY: Bl<R CHECKED BY: I.RM PRO,£CT NO. 15-7900 DATE: 1/11/2016 SHEET 7 OF 22 L106 L._ __________________________________________________________________________________________________________ .._ _______ 199 x 484.4 KEY MAP 6ENDA eoARD HEAD VERIFY ENDING. 405 49'5 500 .:-§{.) 5\0 ( 490 x 495 soo sos so0 486.4 x 487.9 x 488.6 x 486.0 ADJUST EXITING IR x 486.2 x 487.6 490 490 495 495 500 500 505 \.,.,__ 10' 20' 4' > <D Cl _J I-w ...... w :c U1 w w U1 /~ _J :c u I-<( ::2 / Lawrence R MOSS & Associutcs ~ r= B I "' to! < 0 LAWRENa: R MOSS ASL.A & ASSOCIATES INC 3458 OCEAN 't£W BLVD GLENOAI..£ CA 91208 818 248 5200 l.ANCSCl,PE AROillECTURE UC. 1201 :z ::J Q_ :z 0 I- <::( C) 0:::: 0:::: ~ 0::: I- <( (_)O Q_ a::: w<( ~04'. o~u ~ w -0:::: a:::~ (/) Q_ <( <( a::: a_ > 0:::0::: WO _Jt=o 0 -::2 >-<::(SS 0 0:::: ~ 0::: I- 0::: <( w :> ---+--+--+-+-+-+-+--f--0 40' 0 L-----11~ \ ~ E9 LRM 15-7900 1/11/2016 SHEET s or 22 L107 200 KEY MAP x 482.5 482.9 / 48 7 x 485.5 x 485.9 MATCH LINE -SEE SHEET L 102 485 485.7 x 486.3 CIT Sl-IALL ADJUST EXI EQ PMENT TO PROVID AC 01'1t1~ATE PROR x 486.5 * x 486.3 TRACTOR Sl-!At!l§W K WITl-I CITY ST OR CITY SU COORDINATE IRRIGATION REPAIRS AND ADJUSTMENTS. CONTRACTOR Sl-IALL CAP ALL LATERAL LINES AND MAINLINES AS NEEDED DURING Tl-IE COURSE OF CONSTRUCTION AND STAKE LL LOCATIONS. 4873x x 486.7 MATCHLINE -SEE SHEET L 107 \ 3458 OCEAN VIEW BLVD GUNDAl.E CA 91208 818 248 5200 LANDSCAPE AROllTECTURE UC. 1201 :z :s Q_ :z 0 ~ 0 w 0 0::: <( :>::: 0::: u <( 0... Cl iii :Y:: 0::: I-- <( u~ Q_ w<( ~Cl<( ~ o~u w • 0::: 0::: 5§ (/) Q_ <( <( 0:::0... > 0:::0::: WO _jj:::Q 0 -~ >-<!:~ 0 0::: ~ 0::: I-- 0::: <( "' < 0 Ul z 0 en 5 ~,.....: N l"i .... ui lei,...: cO DRAWN BY: Bl<R CHECKED BY: I.RM PRO..CCT NO. 1~-7900 DATE: 1/11/2016 SHEET 9 OF 22 L108 201 NOTES: FlNISH GRADE -----me. CONDUIT OR "'1RING R.-----PRESSURE MAIN LINE a.£AN SAND BACl<FlU. (IF INOlCA TED) MINIMUM BACKflU. REI.A TIVE COMPACTION SHALI. BE 9~ 1. AU. PlASTIC PIPING TO BE SNAKED IN TRENCHES 2. BUNDLE .!c TAPE CONTROL "'1RES AT 10' INTERVALS 3. TIE A LOOSE 2D" LOOP IN "'1RING AT CHANGE OF DIRECTION GREATER THAN 30". UNTIE ALI. LOOPS AFTER AU. CONNECTIONS HAVE BEEN MADE. 4. UNDER PAVED AREAS. ALI. LINES .!c "'1RES SHALI. BE SLEEVED "'1TH SCH. BO P. V.C. PIPE .!c SHALL BE 36" IN DEPTH (MIN.) 5. INSTALI. ALL CONTRll. "'1RES ON UNDERSIDE OF MAINLINE PIPE 6. ALL LATERAL PIPE SHALL BE 18" DEPTH MINIMUM. 7. ALL MAINLINE PIPE SHAU. BE 30" DEPTH MINIMUM. 0 IB&,.NCHING DETAIL F1lE: O_IRR002 ® NIJTESo TOP OF MULCH ~------6-INCH ROUND VALVE BOX: RAIN BIRD VB-6RND ~---AIR RELIEF VALVE KIT: RAIN BIRD X17000 AIR VALVE KIT .----FINISH GRADE LANDSCAPE DRIPLINE TUBING: SEE IRRIGATION LEGEND 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL INSTALL MINIMUM ONE(1) AIR VALVE KIT PER PLANTER AND AN ADDITIONAL ONE EVERY 1000 FT OF DRIPUNE TUBING. SEE DETAIL 'I', L202. AIR RELIEF VALVE IN KIT ~"" FlLE: D_DRIP ....AIRVAL.VE01.DWG ~----------FINISH liRAIE/11P IF llLOl ~-------7 IJ<H VALVE 1111X RAIN BIRll SEB-7XB IR [QIJAI. TI-DIAMETER CIJ.l'Ll~ RAIN BIRD MIU -cill' BRIOC Q IJ 2l ALLDV A SMAU. N0.14T IF TUB[N; PLAY !NS!ll THE VALVE BOX IN IJ!llR m DIRECT fl.USl£D WATER IIUTSill Wt.VE llllX 3-IICH MlNlJUI DEPTH IF 314-IICH VASICll IRAVEL (0 Q,RJFLINE FLUSH Fll£: O_ORIP _FlUSHDl.DWG POINT FlNISH GRADE. BOX SHALL BE FLUSH 'MiEN ADJACENT TO TURF OR HARDSCAPE, 2" (5.lan) ABOVE F.G. IN GROUNDCOVER ARE.AS 7.r-r-r-.-r-fr-rntu '""""---S.S. WORllGEARS (1 OF 2) i.1..LL--lJ;::~=k!!:::'~-:_-:._~~~~-24· RIBAR STAKE · GAL V. COUPLING ~-;;-+----CALV. NIPPLE TYP., 2 PLACES t.4--+----GALV. 91T ELI. "-.dLlt--~r---__,-l'I'-_"""-....., ® H----1 CU. FT. (0.3 cu m) CONC. THRUST ~-------P.V.C. TEE '---------PRESSURE MAINLINE QUICK COUPLER SCALE: N.T.S. f1l[: O_IRR005 NOTE: INSTALL THRUST BLOCKS IN ACCO~CE WITH PIPE t.Wi!UFACTURERS RECOMENDATION BLOCK @ lliBUST Fll£: 0_1RRD10.0WG BLOCK NOTES: G) RWS-B-C-1404: ROOT WATERING SYSTEM WITH RETAINER. 36.(91.4 CM) TUBE. 1 GPM (3.8 L/M) BUBBLER &. CHECK VAL.VE ON RISER, 4• (10,2 CM) GRATE. VERSATIL£ SWING ASSEMBLY WITH 1/'Z' ( 1,3 CM) M NPT INLil 0 BUBBLER: RAIN BIRO 1401 0.25 GPM (0,95 <D ~:JH (~~~~JP OF MULCH © 4• (10,2 CM) LOCKING GRATE (INCLUDED) ® 15• (45,7 CM) SWING ASSEMBLY (INCLUDED) © 1/2• (1,3 CM) MALE NPT INLET {INCLUDED) 0 PVC SCH 4'0 TIT OR a. @ PVC OR POLYETHYLENE LATERAL PIPE ® 4• (10,2 CM) WIDE X 35• (91.4 CM) LONG RIGID BASKET WEAVE CANISTER (INCLUDED) @> OPTIONAL SOCK (RWS-SOCK) FOR SANDY SOILS 1. 4• (10,2 CM) GRATE IS ALSO AVAILABLE IN PURPLE (RWS-GRATE-P). 2. INSTALL PRODUCT SO THAT THE GRATE IS EVEN WITH FTNJSH GRADE OR TOP Of MULCH. 3. OPTIONAL SAND SOCK {RWS-SOCK) IS 34• (86,4 CM) 1N LENGTH TO COVER MESH BASKET AREA. 4. WHEN INSTAil.JNG IN EXTREMELY HARO OR Q.AY SOILS, ADO 3/4• (1,9 CM) GRAVEL UNDER ANO AROUND THE UNIT TO ALLOW FASTER WATER INFILTRATION ANO ROOT PENETRATION. 5. ONCE RWS HAS BEEN !NSTAL.l..EO FILL THE BASKET WfTH PEA GRAVEL BEFORE LOCKING LID. ~~RD' RWS-8-C-1404 FLOW~ 45· ELBOWS, REQUIRED TO BRING PIPING TO REQUIRED DEPTH PILOT "'1RE COMMON "'1RE ® sq~TROL VALVE fl\.£; 0.JRR004 -····-[Ef ··-·-- -'- r.=============================s=·=~ ~-------~~u::mlDOCrnl ,---------::i..:=.:~s- CIOl'l> ~-------1DTMit.Ull'8111)Yl)SElllES ® SO~MERCIAL CONTROL ZONE ALE: X-XCZ-150-CQM.DWG ® © f1N5H GIWlE @ STANDARD VAL.YE BOX WITH awER: @wA~~~ © VAL~ID~ DB SERIES ® lO-lNC!i UNFAR UNG1H Of 1l1RE, © ~ REGUIATOIG FLID< RMI! BIRD PRF-1(X)-ffBY (INCUJDED 0 ..ic"~",f-41,~"m..n,. ©LATERAi.PiPE ® REMOTE CONTRCl.. VAL.VE: RHN BIRD 100-0'll' {INCLUlED IN @)PVC~~~ ~Ell TO wmFOlD @ 3-:mWIN~'a DEPTH or 3/4-fff04 @ IWOfCUl PIPE AND FIT11NGS ~00-COM FU: XCV-1!'.IO-M" KIT FlNISH GRADE +-l;;;;;H-1~------POP-UP SPRAY HEAD -SEE IRRIGATION LEGEND. ..... -----TRIPI£ SWING JOINT W/ MARl£X STREET EllS. P.v.c. flTTING FOR NON-PRESSURE LATERAL P .V.C. RISER (LENGTH AS REQUIRED) @ JiqroR DETAIL ALE: 0.JRR001 ON RISER GEARED SHRUB ROTOR SCH. 40 P. V.C. FITTING FOR NON-PRESSURE LA lERAL SCH. 80 P.V.C. RISER (LENGTH AS REQUIRED) Ir VALVE BOX, SEE SPECIFICATIONS. VAL VE LID IN TURF AREA OR 2• BELOW VALVE LID IN GROUND COVER AREA. ~~~~~~~~~~ r FlNISH GRADE TO BE FLUSH "'1TH ,..,..--,.,....--~~~~~.__.,,,..'"-rn- IE'"'.r~--6"f P.V.C. Q.160 PIPE, LENGTH AS NECESSARY FOR ACCESS TO GATE VALVE PRESSURE MAINLINE, 30" MIN. DEPTH P.v.c. MAL! ADAPTER (2 REQ"D) '------GA TE VALVE ~-----1 CU. FT. MIN. OF PEA GRAVEL @) ~Jf: VALVE flLE: O_IRR003 Lawrence R MOSS & Associates ~ F .... .., .., r "' ~ F .... u a 0: Q. I" < 0 LAWRENCE R MOSS ASlA & ASSOCIAlES INC 3458 OCEAN 'llEW BLW Gl.Dl)Al.£ CA 91208 818 248 5200 b'i!'~APE AROfTECTURE (f) _J ~ w 0 w ~ <( :,,::: u <( 0... Cl m ~ 0::: I- <( u~ Q_ w<(. --:>Cl<( ~ o~u w • 0::: 0::: ~ (J) CL<(<( 0:::0... > 0:::0::: wo _Jf'.=o 0 -:::::;: >-<(~ 0 0::: ~ 0::: I- 0::: <( DRAWN BY: BKR OiECKEO BY: lRM PROJECT NO. 15-7900 DAlE: 1/11/2016 L109 202 IRRIGATION NOTES 1. THE IRRIGATION DRAWING IS DIAGRAMMATIC. 0U£ TO THE SCALE or THE CONTRAcr DRAWINGS, IT IS N<JT POSSIBI.£ TO INDICATE OfFSETS, FmlNGS, SlfEVES, ElllTTERS. ROTORS, BUB81.!RS. AND 01liER fllllS WHICH MAY BE REQUIRfll. THE CONIRACTOR 5HA1.1. FURNISH Nrf 11IM REQU1REll TO PRCMllE A C0MPL£Tr IRRIGATION SYSTDI AT NO AOOlllOIW. COST TO THE CLIENT. AU. PIPING, VAl.V[S, ETC. SHOWN WITHIN P/WfD AREAS ARE FOR llESICH ClARlflCATION ONlY AND SHAU. BE INSTAUID IN PlNITlNG AREAS WH£REVER POSSIBI£. 2. THE CONIRACl"OR IS REQUIR£D TO WAU< THE SITE PRIOR TO SIJllMITTING A BID. THE CONIRACTOR 5HA1.1. F.MllUARl2E TIOISEl.VES WITH lHE GRADE OlfffRENCl3. LOCATION or WAU.S AND UTIU11ES. THE CONTRACTOR 5HAl.I. NOT COMMENCE lHE CONSTRUCllON or 11iE IRRIGATION S'ISIDI 1'S SllOWN ON lHE DRAWINGS WHEN IT IS OBVIOUS IN THE mo lHAT 1HERE ARE UNKNOWN OBSTRUC110NS OR GRADE OlfffRENCES IN THE AREA. DISCREPANCIES SllOUUl BE 8ROUGllT TO THE ATTENTION or THE CUENr AND LANDSCN'E ARQilTECT IN WRll1HG PlllOR TO SU8111Tl1NG A BID. IN lHE EVENT THAT lHIS NOTIFICATION IS NOT GIVEN, lHE CON110CTOR SHAU. 1'SSUME ruu RESl'ONSIBllJTY FOR -NECESSAA'Y REVISIONS. 3. THE IRRIGATION SYSTDI DESIGN IS BASED ON A lllNllMI OP£RATING PRESSURE or 80 p .S.L AND A llAXllftJll FLOW DEMAND or 54 GP .M. lHE CON110CTOR SHAU. VERa'Y WATER PRESSURES PRIOR TO CONS1RUCTlON. R£P0RT IHf DIFFERENa: Brn1HN WATER PRESSURE INDICATED ON 1HE DRAWINGS AND THE M:TUAI. PRESSURE READING AT THE IRRIGATION POINT or CIJNMECTION TO lHE CLIENT REPff!SENTATIVE. 4. CONIRACTOR 5HA1.1. PROVIDE A SUBllllTAI. or AU. IRRIGATION MATERIAIS AND EQUIPllEHT TO 11£ CUENr REPRESlNTATNE FOR N'f'RCNAI. PRIOR TO INSTALLATION. 5. PRIOR TO IHf EXCAVATION, lHE OONIRACTOR SHAU OBTAIN AN UNDERGROUND SERVICE Al£Rl LO. NUllBER BY CAU.JNG H!00-227-2600. 1WO (2) WORKING DAYS 5HAl.I. BE AUOWED AFTER THE LO. NUMBER IS OBTAINED AND BEroRE THE EXCAVATION WORK IS STNITED SO THAT U1lJlY OWNERS CAN BE NOTIRED. 6. AT lHEIR OWN EXPENSE. 11£ OONIRACTOR SHAU. REPAIR OR REPLACE AU. PROPERTY OR 11IMS DAMAGED BY lHElR WORK TO ns ORIGINAL OONOl110ll. THEY SHAU. COORDINATE THEIR WORK WITH 01liER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES AND LAT£RAIS UlllER ROADWAYS AND PAVING, ETC. 7. PRIOR TO BIDDING CONTRACTOR TO VERIFY LOCATION or EXISTING MAINUllE THAT IS lAAGE ENOUGH TO SERVICE lHE PROPOSED SYSTEMS. COORDINATE WITH PAll!C MA!NIDWICE CREW AND Nff 'AS-BUn.TS AVAi.ABLE. 8. SET AU. VALVES AND QUIO< COUFURS NEXT TO WAU<S OR PAVED SURFACES. INSTALLATION FOR lHE CONTROL WIRES SHAU. INCLUDE TRACER WIRE AND FOil.OW MAINLINE ROUTING. lHE CONTRACTOR SHAU. INSTAU. TWO SPARE CONTROL WIRES FROM THE COHIROLLER TO lHE FARTHEST VAi.VE ON EACH LEG or THE MAINLINE AND Pf>SS THROUGH EACH VAi.VE BOX. THESE WRES SHAU BE A DIFFERENT COLOR AND LABELED 1'S "SPAIRE" AT THE CONTROLLER CAB1NET AND IN AU. VALVE BOXES. 9. PIPE SIZES SHAU. CONFORM TO THOSE SHOWN ON THE DRAWINGS. NO SUBSl11U110NS or SllAUER PIPE SIZES SHAU. BE PERMITTIED, BUT SUBSTITUTIONS or LARGER SIZES MAY BE APPROVED. AU. DAMAOOl AND REJECTED PIPE SHAU. BE REMO'IEll FROM THE SITE AT THE TIME or lHE SAID REJECTION. t O. THE CONIRACTOR SHAU SLEEVE AU. IRRIGATION PIPE UNDER PAVED AREAS UNt= OTHERWISE REQUESTED. SIIl'llNG SHAU. BE 2 TIMES HF Fl" OIAMETIR, lllNllMI SCHEDULE 40 P.V.C., 24" MINlllUll DEPTH TO TOP or LINE. t t. AU. SPRINKLER H£ADS AIRE TO HAVE TRIPLE SWING JOIKTS AND SET PERPENDICULAR TO ANISH GRADE UtuSS OlHERWISE NOTED ON PLANS. 12. IT IS THE INTUIT or THE DRAWIHG(S) TO PROWlE HEAD-TO-HEAID, UNFORM CO'IERAGE. lHE CONIRACTOR" SHAU. AOO OR REMOVE HEAllS, NOZZLES, LATERAL LINES .t NECESSARY EQUIPM£llT TO llEff THIS REQU1REllENT AT NO AllDITlONAI. COST TO lHE CUENr. THE CONTRACTOR SHAU. FUJSH AND ADJUST AU. SPRINKLER H£ADS AND VALVES FOR OPl1llUll COVERH:E WITH. NO OVER SPRAY ONTO WAU<S, STREETS, lllPERllEA6l£' SURFACES, ETc. THE IRRIGATION S'ISIDI IS SUBJECT TO PERIODIC INSPECTlONS BY THE CLIENT REPRESENTATNE FOR ACCEPTANCE. 13. AU. IRRIGATION EQUIPMENT NOT 01liERWISE DETAILED OR SPECIFIED SHAU. BE INSTAUID PER MANUFACt\JRER'S RECOllllENDAllONS AND SPEClflCAllDNS. t 4. DURING CONSlRUCt10N, THE CONTRACTOR SHAU. K£IP A SET or RECORD DRAWINGS ON SITE TO RECORD AU. CHANGES TO THE IRRIGAllON PLAN FOR THE DEVEl.DPllENT or THE 'AS-BUILf DRAWINGS. AT THE 1lME or ANAL ACCEPTANCE, THE CONTRACTOR SHALL SUPPLY lHE CLIENT WllH AU. THE NECESSAIRY TOOLS, ICEYS, ETc. AND PROVIDE A REDUCED AND LAMINATED VAi.VE. CHART FOR PLACOIENT IN CONfROU.ER. 15. GUARANfIE, THE INSTAUID SPRINKLER S'ISIDI SHAU. BE GUARANTEED FOR A PERIOD or ONE (t) YEAIR FROM THE DATE or ACCEPTANCE or lHE WORK. SHOULD ANY TRO\SLE DEVELOP WllHtN THE 1lME SPECIFlED DUE TO INFERIOR OR FAULTY W.TERIAL OR WORKllANSHIP, THE TROUBI.£ SHALL BE CORRECTED BY THE CONTRACTOR WITHOUT EXPENSE TO THE owt€R. FAILURE TO REPAIR OR CORRECT WITHIN tO WORKING DAYS, THE OWNER HOlllS lHE RIGHT TO HlRE AN OUTSIDE PAIRTY TO COllPlETE THE WORK, AND OlAIRGE THE CON110CTOR FOR PAYMENT. 16. PROTECT IN PlN:E EXISTING IRRIGAllON 1'S NOTED ON CONTRACT DRAWINGS/PLANS. 17. REFER TO GENERAi. NOTES FOR AOOlllONAL INFORMATION REGARDING THIS SECTION OF WORK. 18. PLANTING SHAU. NOT COMMENCE UNTIL THE IRRlGAllON SYSTEll IS IU.LY FUNCTlONAL ANO PROVIDES t OOX UNIFORM COVERAGE. SPRINKLER PLACEMENT ® ~~INKLER SHRUB PLACEMENT FILE: O_IRROOP AIRNACUUM RELIEF VAi.VE: RAIN BIRD ARVPJ..VE KIT (INSTALL AT HIGH POINT IN LANDSCAPE SYSTEM) •INSTALL A MINIMUM or ONE AIR VALVE KIT PER PLANTER AND/OR VAL VE. ADD AN ADDITIONAL ONE EVERY 1000 FT or DRIPLINE TUBING. CONTROL ZONE KIT: SEE IRRIGATION LEGEND MAINLINE PIPE SUPPLY HEADER PVCSCH40 ~~~~~~~---WITH COMPRESSION FITTINGS: ' RAIN BIRD 600-CF-1 ® ,llRJrLINE LAYOUT/CONNECTIONS F1LE: O_DRIP ,J.A.YOULCOHNECTIONS.DWG 10 """' (!)PYC EXHAUST H£MJER @p.ic SOt 40 TEI OR El. (TYPIC'.M.) @BliRB X MALE FTTTING: ©..::::.: = FlT1llG (M'ICAl) SEE RNN BIRO DETAI. -xF-SDI FlUSH POCNr @~-~ = POINT WITH 8"U. VAL\'E'" @~FRO~~ ~~ltlSOO.ED {!)sus-SURfACE ORIPUNE PIPE: @~· '::.~":-...... --{rr!'IC'AL) @Am::~~~:::-nJlltf; @p.ic~~ ~All "AIR AEl.£F YAL\IE tClr- 1. DtSTMCE BETWEEM lATERH.. ROWS AND DITTER SPAONG TO BE lMS£D OH SOIL Tl'PE. PlANT tMlERIAl.S AHO Owa5 IN El.EVAT10N. SEE RAIN BIRD XF-SDI DRIPUHE INSTAl.lATION GUIDE FOR SUGGESTDJ SPAQNGS. .~~'.:::':II>--+------+---..,....-/ !---+---+-----+---<:I \ EMlffiR OUTLETS (NTS) I OFFSET EMlffiRS IN ADJACENT LINES {NOT SHOWN) SUBSRUFACE PVC LATERAL EMlffiR LINE WITH UILT-IN TURBULENT -FLOW EMlffiRS FLOW PVC HEADER MANIFOLD EMlffiR LINE INSTALLED 4" BELOW FINISH GRADE PVC COLLECTOR MANIFOLD FASTEN TUBING IN Pl.ACE WITH GALVANIZED WIRE STAPLES 4' @ ® N<JtC;, ~----EASY m COloFf<ESSKlN Tm (RAIH llRll MDCfTEE) NOTE(S)' INSTALL lMDSCAPE ORIPLINE 4• BELOW GRADE AND INCLUDE Mt RELIEF VN..\IE. (SEE DRAWING-•AIR RELIEF VALVE tar-AR VALVE KJTj. DRIPLINE 4" BELOW GRADE SCAl.£o NTS AUo 0.J)RIP-8El.OWGRADE01.DWG LANDSCAPE DRIPUNE TUBING: SEE IRRIGATION LEGEND EMITTCR (PRE-INSTALLED) IN TUBING PLANT MATERIAL PRESSURE COMPENSATING IN-LINE EMITTER TUBING EASY FIT COMPRESSION TEE RAIN BIRD MDCFTEE EMITIER (PRE-INST AL.LED) IN TUBING ORI PLINE CONNECTIONS SCAl£o NTS "-" D_DRIP _CONNECTIONSOl.OWC T ® ...L PYC LATERAL PIPE --U.J ---RMrl BRO £ASV m COMPRESSION AllAP1ER £JtS'f m COMPRESSION COUPLING: fWN BIRD lrilXfCOUP LANDSCAPE ORIPUNE TUBING: SEE IRRIGATION LEGEND --E>S1 m COMPRESStON COUPlNG: © LATERAL SPACING SHALL BE 12• O.C. ® EMITTER SPACING SHALL SE 12'" 0.C. RAIN BIRD MDCFCOUP £.JS( m COMPRESSION FLUSH CAP: RAIN BIRD MDCFCAP Lawrence R MOSS & Associates :;! F .... ... ... :i: U) :;! F .... f;l Cl a: Q. i'! < c LAWRENCE R MOSS ASlA a: ASSOCIATES ~C 3458 OCEAN ..al II.VO Gt.£NOALE CA 91208 818 248 5200 L.ANOSCAP£ AROtrTECTURE UC. 1201 (/) _J ~ w 0 w (.'.) <( :,.::: u <( Q... a co ~ 0:::: .,._. <( (_)Cl 0.... 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PREP AND RESEED UllT!-1 l-IY6RID eERMUDA ' PRINCESS' (TYP.> PL.ANT LEGEND KEY BOTANICAL NAME/COMMON NAME .Jm:i ARB NHIUT\JS ·-· CER CERCIS OCCIDENTAUS / WES1£RN REIJllUD Pl P1ATANUS H:ERFOUA I LONDON PW<E TREE P1A P1ATANUS ACERlfOUA I LONDON PLN<E IREE QUE Q1JlRCUS AGRIFOUA / coo.ST 1NE OAK OUL Q1J[RCUS l.OBATA I VMilY OAK S!lBUllS K;A "°°"' REIXIW<S I NCN HET HEIEROllEl..E5 AR!IUllfllllA I 10YON ROM ROIENYA COUllERI I MAllJJA POPPY SL SALVIA GREGGll I F\JRIW(S RED SAL SALVIA Q.IYEIN<IJI I Q1'IWHD SAGEi ~ CIR CAREJ< GlAIJCA I IUJE SEDGE JUN JUNCAS PETENS / 'EU< 11.ur lfY l.EYllUS CONDENSATUS 'CANYON PRINCE' MUH UlMWEERGIA RIGENS I DEER GRASS liBlllllW .Cl1llEBS ROS ROSMARINUS PROSTRATUS 'HUNTINGTON 11.ur SIZE SPACING REMARKS 24" BOX 20' MULTI OR BEST 24" BOX 10· MULTI 15 GAL 40' STN<DARD 24" BOX JO' STN<DARD 24" BOX 35' MULTI OR BEST 24" BOX 35' MULTI OR BEST 1 GAL 6' o.c. BUSHY 5 GAL 10' BUSHY 5 GAL 1o' BUSHY 1 GAL 5' BUSHY 1 GAL 5' BUSHY 1 GAL 18" BUSHY 1 GAL 3' o.c. BUSHY 1 GAL 2' o.c. BUSHY 1 GAL 3' o.c. BUSHY 1 GAL 3' BUSHY Lawrence R MOSS & Associates ~ i= .... "' "' I en I" < c en 5 (;; s: LAWRENCE R MOSS Af!U+. .t ASSOCIA 1ES INC 3458 OCEAN '1£W ll.W a!NDAI£ CA 91208 818 248 5200 LANDSCAPE AROITTECTURE UC. 1201 z :s CL (.'.) z I-z :s CL w (.'.) <{ ~ (.) <{ 0.. Cl m ~ ~ N n • ~ ~ ~ ~ DRAVIN BY: BR CHECKED BY: LU PRO..CCT NO. 15-7900 DAlE: 1/11/2016 ----.. ..... · EB Li'O 1 ------------------------------------------------------------------------------------------------------~=---..L.....=.::...:._;__.1204 KEY MAP \ \ I I MEAYY Ml.LCM &' OUT FROM FENCE Al..ONG ENTIRE FENCE LINE rrP. SITE FENCE -1 ,,, """"""'""" ....,,_ .....,, 1, I ...L--..,L-7-r----/ ~R~~~~:~::cA:~ wa.:~'"fH \ / ST!'i!UCTION AND NOT LIMIT TO ,,.---- / A s Sl-IOWN ON Tl-IESE PLAN +--1---1 / DU TO NEW CONSTRUCTION. Fl E / GRA~E AS NEEDED TO MAKE \ SMool\I TRANSPOSITION. PR I '--......-/ I AND RE~ED WITl-l l-IY6RID \ ?LIO"~' PRINCESS' (TYPJ \:k__,, \\ L __ J \ ) \ // \,/ 10· 20' l l r<) 0 N ~ ti w :::c Vl w w Lawrence R MOSS & Associates ~ I= .... w w I "' LA'MEfCE R MOSS ASL.A a: ASSOQA TES INC J458 OCEAH '1EW B.YD GLENDALE CA 91208 818 248 5200 ~AROflECME :z :5 Q_ <...'.) :z I-:z :5 Q_ ~ 0:::: <Cl- o_ o~ w Cl <( :.:'.'. () <( 0... 0 en w<(. <( -:>o <C I-023~ CJ) 0:::: Cl:'.~ -Q_<C<C > Cl:'.O... Cl:'.Cl:'. wo 0 _Ji=~ >-<(~ 0 0:::: ~ ~ 0:::: I- ~ 0:::: u 3 <( g: i'! < c "' ~ ;;; ~ ~ N ~ • ~ ~ ~ ~ DRAv.N BY: 8KR CHECKED BY: l.Rll PROJECT NO. 15-7900 DATE: 1/11/2016 L202 • lO 0 C4 V 1 `li ]OV>i0Vd 018 'c I g 1 — .VD 'AelVd8001IN 4, c •1 i g 1 aivavr3a V2:1a311 OSSt ` ti p f 0 103( O�d �Id�l :£ �m_ 6 o sp m • t : . 01; t NY1d ONILNV1d >i Vd VISIA OJIOeeld :z I' ' - -i 3'111 133HS 311111031'04d 31Y0 SNOISIn3N < " MO138 133HS SIH. 33S - 3N11HO1VII i'OZl 133HS 33S - 3NI1H0jVNI + q '•'�v/filflU'le" IO!k tiede:... ,...... 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BID PACKAGE • ·-----_ ---------. -----------~ ---------I I r---/ I I I I I I l---; I --I _j CONTRACTOR REP AIR Sl-IALL RESEED HAS BEE~;i:-ss AREAS w:i-~ CONSTRUCT er.ED BY AREAS S ION AND NOT UM1 DUE TO =NON THESE pt-1: TO GRADE AS N~UCTION. FINE \ \ ) / SMOOTM TRANSP TO MAKE AND RESEED OSITION. PREP BERMUDA ' p WITM MYBRID -RINCESS' (TYPJ ------ '.'OC Lawrence R KEY MAP MOSS & Associ:ites ~="~~ASL.A 3458 OCEAN VIEW ~~~91:z:-vo ""APE AROilTEClURE :z :5 o._ C) :z I--:z :5 w <.::> <( ~ ~ o._ ~ CL ;= ~ w w 0 Vi iil ~ 0::: <( I-- o._ uo Wo::: <( ---_, ;:§ . 1--0~<5 (J) 0::: ~ ~- > o._~~ 0::: &'. 0 _J~g >-<(o::::;: w 0 0::: :g F 0::: I--v ;= ~ 0::: " 3 <( "' Q. - L205 208 3= 0 _J w CD ti w I c.n c.n I: 1- w w c.n r-- 0 N _J 1-w w I c.n w w c.n KEY MAP CONT/i!ACTOR SHALL RESEED AND -~-AIR ALL GRASS AREAS WHIC>I HAS 6EEN DAMAGED 6Y CONSTRUCTION AND NOT LIMITED TO AREAS SHOWN ON THESE PLANS DUE TO NEW CONSTRUCTION. FINE -C:.RADE AS NEEDED TO MAKE -----SMOOTH TRANSPOSITION. PREP A~Sf!EP. 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VD Q.EHOALE CA 91208 818 248 5200 ~ ARO<ITECTURE z ::s Q_ (..'.) z I-z ::s Q_ ~ a:::: <C 1-uo Q_ a:: w ('.) <( :><'. u <( CL 0 m w< . <( --:> ~ (3 I-o~ - (f) a:::: a:: ~ >--o_~oi: a:: a:: WO 0 _Ji=~ >-<(~ 0 a::::~ ~ a:::: I- ~ a:::: ~ <( IE t:i LQ.~-T""T""T"i-n, w :c BKR CHECKED BY• PROJECT NO. 15-7900 DATE: 1/11/2016 1207 -x-SHEET L20 2 MATCHLINE -SEE ---1 I <'t1 I ~ I L_ L--- LL RESEED AND TC>ACTOR SI-IA AREAS Wl-llCl-I CON I" GRASS REPAIREENAC:,AHA<>ED BY UMTEO ro - l-IAS 6 AND NOT -CONSTRUl-lc~a;: ON Tl-IESEONPLA~~E ~ ~s s fSucn . I D'dE TO NEW C TO MAKE ~ GRADE AS NEE TlON. PREP I ) SMOOTl-I TRAN;T~YBRID ~ AND RESet;D Nt;s' (TYP,) eERMUDA PR1 \ SEE SHEET L207 MATCHLINE - L __ _ / L_ z :5 KEY MAP Q_ 0 z I-z w :5 <..'.) <( ~ 0 Q_ <( a... ;;! i= Cl !:i iii :I: Ul 211 PLANTING NOTES 1. THE PLANllNG DRAWING IS DIAGRAllllATIC. THE CONTRN:TOR SHAU. VERIFY AU. PIN« OUANTlllES, LOCATIONS AND OONlllTIONS OF THE SITE PRIOR TO Sl8lfT11NG A BIO. THE OON1RACTOR SHAU. INSTAil. AND llAINTAll LAlllSCAPE PlANTING IN ACCORIWICE WITH AU. APl'UCAl!l.E POUCIES/GUIDEUllE5 OF THE OWNER UNl.!SS NOTED OR llRECTED 01HERWIS£ BY THE Cl.JENT REPRESENTATIVE. Nff AND AU. DISCR£PANC!ES SHOWl 8£ BROUGHT TO THE ATTEHTION OF THE CUENT Niil IANDSCAPE ARCHm:C1 PRIOR TO SIJBlllT1ING A BID. IN THE E'mlT THAT THIS NOTFlCATION IS NOT GMN, 11£ OON11!AC1UR SHAU. ASSUME FULL RESPONSIBIUTY FOR Nff NECfSSARY REVISIONS. 2. PRIOR TO Nff EXCAVAllDN. THE OON11!ACIUR SHAU. OBTAIN AN UNDERGROUND SEIMCE Al.£RT 1.0. NUM891 BY CAIJJNG 1-800-227-2600. 1WO (2) WORKING DAYS SHAU. 8£ Al.LOWED AFTER THE LO. NUMBER IS OBTAINED AND BEFURE THE EXCAVATION WORK IS STARTED SO THAT UTIU1Y OWNERS CAN 8£ NOTIFIED. 3. AT THEIR OWN EXPENSE. THE OON11!AC1UR SHAU. REPAIR OR R£PlM:E AU. Pf!DPER1Y DR ITEMS DAWail BY lHER WORK TO OS ORIGllW. COHDITlON. 4. THE CONTRACTOR SHAU. PROVIDE A SlDllTTAL OF AU. PLANllNG REIATED MATERIALS TD THE Cl.JENT REPRESENTAlM FOR APPROVAL PRIOR TO INSTALLATION. THIS INCLUDES, 81/T IS NOT LIMITED TD: TREE PROTECTION MAJERWS. SOIL REPORT FOR EXISTING SOIL, SO!L REPORT FDR AU. IMPORTED SOIL. SO!L AMENDllEN1S, FERllUZERS, t£RBIClOES. PESTICIDES, MUI.CH. STAKING/GUYING MATERIALS, ROOT BARRIERS AND NURSERY RECEIPTS. 5. AU. EXISTING PIN« MATERIAL TD 8£ R£MO'IED EXCEPT WHERE N()J[JJ OH PIAN. 6. NOTE ADDITIONAi. REMARJ<S OH SPECIFIC PINll5 Ill PIN« LIST. 7. PRIOR TD PLANllNG. AU. PlANTED Nl£AS SHAU. RECEIVE THE FOU.OWING AllENDllDITS PER 1,000 SO. FT. OF SURFACE /oRfA ROTO-lll. All[Nl)llINl5 TD A DEPTH OF 6". NOTE: BASED OH SOIL REPORT DATA. ADlllTlONAl. SO!L All£NDllINTS MAY 8( REQUIRED. •150 LBS. CRO-POWER '3 C\J YDS NITROGENIZED, MINERALIZED FIR BARK DR REDWOOD SHAVINGS •ADO 8 LBS OF GRO-POWER CONIROWD RELEASE 12-8-8 PER C\J YD OF MIX 'PRO'llDE GRO-POWER PIN« TAllfTS AT THE FDLl.OW1NG RATES: 2=1 GAU.ON: 5=5 GAWlN; 10=15 G.11.l.ON: 14=24"+80X. PLACE RECOllllENOED TABLITS BETWEEN THE BOTTDll AND lliE TOP OF lliE ROOT BALL 81/T NO HIGHER lliAN 1 /3 OF THE WAY UP TO THE TOP OF THE ROOT 8A1.L SPACE TABLETS EQUALLY AROUND THE PERIMETER OF THE ROOT BALL APPROXIMATELY 2" FROM THE ROOT TIPS. 'COlllRACTDR SHAU. PROVIDE SOIL SAMPl£5 TD 8£ TESTED FOR AGRICULTURAL SUITABIUIY. CONIRACTOR WlLL TAKE A lllNllllAI OF FOUR ALONG THE llOTTDll OF THE HIUSllE EQUALLY SPACE AND ONE IN EACH PROPOSED PIANTER. 8. PRIOR TO PLANTING EXCAVATION, THE CONTRACTOR SHALL OBTAIN APPROVAL OF THE PlANT MATERIAL AND LOCATION. THE CONIRACTOR SHAU. "STAGE" THE PINll5 IN lHER PROPOSED PLANTING LOCATION STILL IN lliE t«JRSERY OONIAINER FOR INSPECTION AND APPROVAL BY lliE Cl.JENT REPRESENTATIVE. THE CONlRAC1llR SHAU. PROVIDE NURSERY REC8PTS FOR AU. PlANT MATERIAL AT THE TIME OF INSPECTION OH THE PROJECT SITE. 9. PlANT HOLE TO BE TW1C£ AS WIDE AND DEEP AS THE PIN« ROOT BALL BACKFILL AND COMPACT TO BOX WlTH 60ll: APPROVED SOIL MATERIAL AND 40X NllROCEMZED COllPOST MATERIAi.. PER SPECIFICATIONS. U1'lESS OTHERWISE NOTED. 10. LINEAR llPE (NOT ClRC\JLAR) "DEEP ROOT" BARRIERS ARE TO 8£ USED FOR AU. TREES LOCATED WITHIN 5 FT. OF PAVING. INST.II.I. PER MANUFACTURER'S SPECIFICATIONS. 11. FINISH GRADE TO 8£ 1" BELOW ALL WAU<S, C\JRBS, AND PAVING. 12. AU. PLANTING AREAS ARE TO RECEIVE A MINIMUM 2" LAYER OF MULCH AS NOTED IN OONIRACT OOCUllENTS, UNLESS OTHERWISE DIRECTED. THE TOP OF MUI.CH SURFACE SHAU. Al.SO 8£ 1" 8£LOW AU. WAI.XS, C\JRBS AND PAVING AS STATED IN NOTE f11. MULCH lHROUGHOUT AU. PlANTERS AND A MINIMUM OF 10' BEHIND/ N!1:M. THE LAST TREE PlANTED OH OR Al.ONG THE HIUSIDE. 13. AFTER PLANllNG, AU. PROPOSED SHRUB AND GROUND C(MJ! AREAS ARE TO 8£ TREATED WlTH A PRE-EMERGENT WEED Klll£R (EPTAll / RONSTAR). APPLY PER MANUFACTURER'S SPEClFICATIONS: A) IMMEDIATELY AFTER PlNlllNG, B) AT THE 8£GINNING OF 11£ llAINIDWICE PERIOD, AND C) AT THE ENO OF THE llAINT9WICE PERIOD. 14. lliE CONTRAt:TOR SHALL WARRANTY AU. SHRUB AND GROUNDCOVER PIN« MATERIAL FDR 90 DAYS AND TREES FDR 1 YEAR FROM THE DATE OF ACCEPTANCE BY CLIENT REPRESENTATIVE. THE CLIENT REPRESENTAlM SHALL 8£ THE SOLE .AJllGE OF lliE CONOITlONS OF ACCEPTABIUIY. 11£ OONIRAC'TOR SHALL R£PlM:E AU. VEGETATION NOT DISPLAYING A HEALTHY, VIGOROUS CONDlllON OF ACTIVE GROWTH DURING THIS WARRANTY PERIOD AT THEIR OWN EXPENSE. 15. REFER TO GENERAL NOTES FDR ADDITIONAi. INFORMATION ON THIS SECTION OF WORK. 16. CONIRACTOR SHALL REPAIR AU. Nl£AS AffEC'TED BY THE COHSTRUC110H. LAWN REPAIR CONIRACTOR SHAU. PREP AND FINE GRADE PRIOR TD OVER S£EDING WITH HYBRID 8£RMUDA 'pRfNCESS' VARIETY. @ ~H.BUB PLANTING f1lE: DJVD01 #-c;~-1+-----V.l.T. 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(FRONT,eACK, TOP f II" HIGM AND 1• RAISED LETTERING SIDES) MADE OF 'CORTEN STEEL'-DRJLL 5• USE 4• TO 8" STONE UPPER MALF OF WALL DEEP ey 112· WIDE TO RECEIVE 3/8" USE 1e· TO 16" STONE ON LOWER H.ALF ":'_ w~ STAINl.ESS STEEL DOWELS. WELD _ DOWELS AS NEEDED TO LETTERING lt=o==-±-.. ---'L---AN., EPOXY TO WALL TO SECURE. 1CeMUX&eX8LOCPREKSCISION "<!--v TIMES ROMAN FONT LETTERING. PROYIDE SAMPLE. #4 VERT. 6AR'" 16" O.C. ~in, REL COMPACT! CONTINUOUS CONCRETE FOOTING. (~)CONTINUOUS #4 6AR. TIE #4 VERT. 6AR AS SMOWN-12" O.C. POURED IN PLACE 4• TMICK COL.OREO CONCRETE CAP W/ A SAND PAPER FINISH COL.OR TO eE SELECTED AND SEAL W/A CONCRETE SEALER. FACE WITM NATIJRAL GRAY RIVER ROCK. CONTRACTOR TO FACE ALL EXPOSED SIDES. (FRONT,6ACK, TOP f SIDES) USE 6°TO 8° DIA STONE UPPERPORTION OF WAL AND TRANSITION UP TOI 12• TO 18"• DIA STONE FOR LOWER MALF OF WALL. PROVIDE SAMPLE SECTION. (TYP.l DEEP RAKE ALL JOINTS. MORTAR COL.OR TO eE SELECTED 16X8Xl6 PRECISION CMU 6LOCKS •4 VERT. eAR .. 16° o.c.--------+-_. #4 MORIZ. 6AR"' 16" O.C. FINISH SURFACE CONTINUOUS CONCRETE FOOTING . (15) CONTINUOUS #4 6AR. TIE 04 VERT. 6AR AS SMOWN-16° O.C. WATER-PROOF 6ACKSIDE W~E SOIL COMES INTO CONTACT WITM 6ACK OF SIGN. 'TMOROUGl-l-SEAL' OR EQUAL 6ATTER RATIO I 112 Lawrence R MOSS & Associates ~ <= ,__ w w I "' ~ <= ,__ u "l 0 er a. I" "' 0 LAWRENCE R MOSS ASl.A .t ISSOOA TES INC 3458 OCEAN VIEW BLVD G.ENOAL.£ CA 91208 818 248 5200 ~1~ ARC>ilTECTURE z: C) ()) _J <( >-I- D::: w 1-0 z: w w <..::> <( :::.:: u <( Q_ g CD :::::s:::: D::: <( I- CL u~ <( w<( ~O<i I-o:::!iU ()) w • D::: ~ ~ > CL <x: <x: ~Q_ ~~ WO 0 _Ji=O -:::;;; >-<(~ 0 D::: ~ D::: I- D::: <( DRAWN 9y, BKR CHECKED 9y, LRM PROJECT NO. 15-7900 1/11/2016 ..._ _______________________________________________________________________________ -L~L~3~0=2...:i2 4 _J