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HomeMy WebLinkAbout2017-06-13 - AGENDA REPORTS - STONECREST SLOPE LANDSCAPE AND LIGHTING DISTRICT T (2)Agenda Item: 11 CITY OF SANTA CLARITA Q) AGENDA REPORT CONSENT CALENDAR CITY MANAGER APPROVAL: 1 P441) DATE: June 13, 2017 SUBJECT: STONECREST SLOPE LANDSCAPE AND LIGHTING DISTRICT T52 LANDSCAPE MODIFICATIONS, PROJECT NO R3005 DEPARTMENT: Neighborhood Services PRESENTER: Darin Seegmiller RECOMMENDED ACTION City Council: 1. Award the construction contract to Stay Green, Inc., in the amount of $87,865, and authorize a contingency in the amount of $13,180 for atotal contract amount not to exceed $101,045. 2. Authorize the City Manager or designee to execute all contracts and associated documents, subject to City Attorney approval. BACKGROUND The Stonecrest Community was annexed into the City of Santa Clarita (City) in 2006. The responsibility for administration of Landscape and Lighting District (LLD), Zone T52 (Stonecrest) was transferred from Los Angeles County to the City in the year following the annexation. The primary responsibility of this zone is the maintenance of trees and shrubs on irrigated slopes throughout the development. The largest and most visible slope within this zone is located directly adjacent to Soledad Canyon Road and State -Route 14. In recent years, staff has documented an increase in the frequency of irrigation failures in this area due to aging infrastructure. The overall age of the system and increased component failures necessitates the installation of new irrigation infrastructure. The proposed work will reduce the frequency of necessary irrigation repairs, enhance water efficiency, enhance the condition of landscape improvements, and reduce reoccurring irrigation costs. Bid Number LMD-16-17-21, for the construction/installation of irrigation improvements, was Page 1 PacketPg. 93 published and circulated via the PlanetBids system on March 1. As a result of this process, four bids were submitted to the City and opened by Purchasing on April 5. The bid amounts for the entire project were greater than the available budget. In an effort to keep the project costs within the budgeted project amount, staff is proposing to break the project into phases. The first phase will replace irrigation equipment adjacent to the main entrance of the Stonecrest community along Mammoth Lane located within areas of high visibility and in need of the most pressing repairs. Remaining areas identified within the base bid but not part of phase one will be completed in subsequent years when funding is available. The bid results are shown in the table below. Staff has determined StayGreen, Inc., to be the lowest responsive bidder. StayGreen, Inc., possesses a valid State Contractor's License and is in good standing with the Contractor State License Board. The contractor's bid was reviewed for accuracy and conformance to the contract documents and found to be complete. Therefore, staff recommends a contract be awarded to StayGreen, Inc. ALTERNATIVE ACTION Other action as approved by the City Council. FISCAL IMPACT There is no impact to the General Fund. As part of the Fiscal Year 2016-2017 budget, the LLD T52 Irrigation Modification Project R3005 was approved and sufficient funds were appropriated. ATTACHMENTS Bid Comparison Worksheet Bid Response - Stay Green (available in the City Clerk's Reading File) Bid Specifications (available in the City Clerk's Reading File) Irrigation Plans (available in the City Clerk's Reading File) Page 2 Company Location Modified Contract Award Base Bid Amount 1 StayGreen Inc. Santa Clarita, CA $87,964.94 $215,865.81 2 Landscape Support Services Agua Dulce, CA $89,488.69 $230,412.95 3 STL Landscape, Inc. Los Angeles, CA $92,672.00 $236,681.90 4 Terra Forma La Canada, CA $137,543.00 $320,940.00 Staff has determined StayGreen, Inc., to be the lowest responsive bidder. StayGreen, Inc., possesses a valid State Contractor's License and is in good standing with the Contractor State License Board. The contractor's bid was reviewed for accuracy and conformance to the contract documents and found to be complete. Therefore, staff recommends a contract be awarded to StayGreen, Inc. ALTERNATIVE ACTION Other action as approved by the City Council. FISCAL IMPACT There is no impact to the General Fund. As part of the Fiscal Year 2016-2017 budget, the LLD T52 Irrigation Modification Project R3005 was approved and sufficient funds were appropriated. ATTACHMENTS Bid Comparison Worksheet Bid Response - Stay Green (available in the City Clerk's Reading File) Bid Specifications (available in the City Clerk's Reading File) Irrigation Plans (available in the City Clerk's Reading File) Page 2 Contractor Bid Response Comparison Worksheet Item Item Description DEMOLITION UVR Pipe, Sleeve, & Rotor Removal and Disposal IRRIGATION - MAINLINE EQUIP Mainline -3" SCH 40 PVC UVR (Brownline) Mainline Sleeve -Galvanized Steel, 3"dia Gate Valve - Line Size Quick Coupler IRRIGATION - VALVE ZONES Valve Replacements 1.5" (Superior 950) Existing Valve Connection (Connect new pipe, etc) Lateral Line -SCH40 PVC UVR (Brownline) Sleeves -Galvanized Steel 2.5"dia Check Valve Rotors (Hunter PGP Ultra w/ Check Valve) Quantity Units I LSS I SGI I STL ITerra-Form 12,053.00 I.f. $ 13,981.48 $ 9,883.46 $ 3,013.25 $ 12,053.00 2,681.5 I.f. $ 11,852.23 $ 16,223.08 $ 12,066.75 $ 32,178.00 24.0 I.f. $ 1,080.00 $ 422.40 $ 2,880.00 $ 816.00 8 each $ 7,744.00 $ 1,672.00 $ 8,000.00 $ 2,000.00 4 each $ 1,188.00 $ 956.00 $ 2,000.00 $ 1,000.00 1 11 each $ 5,236.00 $ 3,333.00 $ 4,400.00 $ 3,300.00 33 each $ 4,488.00 $ 103.29 $ 13,200.00 $ 1,650.00 9,372.8 each $ 21,369.98 $ 33,179.71 $ 23,432.00 $ 37,491.00 96.0 I.f. $ 3,360.00 $ 1,632.00 $ 3,840.00 $ 2,880.00 31 each $ 434.00 $ 1,705.00 $ 6,200.00 $ 1,550.00 341 each $ 18,755.00 $ 18,755.00 $ 13,640.00 $ 42,625.00 89,488.69 $ 87,864.94 $ 92,672.00 $ 137,543.00 CITY OF SANTA CLARITA INVITATION FOR BID BID # LMD-16-17-21 BID OPENING: March 31, 2017 The City of Santa Clarita invites electronically sealed bids for: IRRIGATION CONSTRUCTIONANSTALLATION FOR LMD ZONE T-52 STONECREST SLOPES 1. Electronic Bids must be ELECTRONICALLY received at: http://www.planetbids.com/portal/portal.cfm?Comi)anvlD=16840# 2. Prices shall be D.D.P. City of Santa Clarita Receiving dock Incoterms 2000 or for the service rendered. 3. Bidder shall honor bid prices for ninety (90) days or for the stated contract period, whichever is longer. 4. Bids must be on this Bid form. Submission of a proposal acknowledges the proposer has read and understands the requirements contained on pages 1 to 50, Exhibits A to E and Area Maps. 5. Bid Questions. Questions should be submitted electronically to: hitp,//www.planetbids.com/portal/portal.cfm?Comr)anvlD=1 6840# The last day for questions will be 10:00 AM, March 23, 2017. 6. The vendor is responsible for the accuracy and completeness of any solicitation form not obtained directly from the City. Name (Print): Michael Clack Company: Stay Green Inc Email: mclack@staygreen.com Address: 26415 Summit Circle Company Phone No., (661)291-2800 City: Santa Clarita CA/91350 Bid # LMD-16-17-21 1 IRRIGATION CONSTRUCTION/INSTALLATION FOR LMD ZONE T-52 STONECREST SLOPES LMD-16-17-21 DOCUMENTS CHECKLIST The following documents are required to be completed and submitted by the Contractor at the times specified by an X opposite each title. If no column is marked, document will not be required. DO NOT send more information than is requested. DO send the REQUESTED information. With Bid Proposal (All Bidders) With Agreement (Awardee only) Prior to Starting Work (Awardee only) X Proposal — electronic X Proof of Contractor's License - license number will suffice X Bidder's Bond (MUST be received at City Hall prior to bid due date) X List of Subcontractors — if none, write "n/a ;'Do NOT leave blank X References X Bid Schedule — Use the City supplied pricing page only X Required certificatestqualifications (as identified in solicitation including but not limited to, License C27 and CLIA certification) X Contract Agreement X Insurance Requirements — Return only if Awardee X Bond for Faithful Performance X Payment Bond (for Labor and Material) X Certification of Public Liability and Property Damage Insurance X Certification of Worker's Compensation Insurance X Certification of Fire and Extended Coverage Insurance X Maintenance Meeting X Emergency Contact Information Bid # LMD-16-17-21 33 W a a 00 L C Y .n O w 3 > k6 = 5 J � y J Q L - Q ✓ C j va a" y « a v = N O C C a � � d C d a Q m ' L N � d 0 d ? 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There was a non -mandatory, pre-bid meeting on March 9'^, beginning at 10:OOAM. The meeting was located at City Hall, Council Chambers at 23920 Valencia Boulevard, Santa Clarita. Attending staff: Keith Miller Project Development Coordinator (Project Manager), Mary Alice Boxall, Labor Compliance Specialist, Jennifer Killian, Buyer, and HeatherAndrews, Buyer. The following vendors were in attendance: CCCL — Saul and Kerry J&B Landscaping — Julio Fausto Stay Green Inc. — Dave Colborn STL Landscape Inc. — Martin Avilia Terra Form Inc. —Jeremy Dervaes Points Discussed: • LCP c Payroll Field Interviews o Prevailing Wage As Per State Mandate o DIR Registration o Cannot use landscape maintenance workers The following areas from the Specifications were reviewed: (: Point of Contact (PUC) 2, 4, and 5. a Time schedule is important: • Work is to start 21 days from bid award. • Work must be complete by May 30, 2017. a This is a demo of existing and new installation. o Work from valves out. o Galvanized main line. Estimate sheets for amounts per POC. Quantity list worksheet is a good reference. Number of valves listed on sheet is an estimate. That is why there is an extra sheet. Wire test has been done. If necessary work may be phased. Priority is west to east. City staff has determined that is NOT a CIP project so there are no additional pages or a change to the contract. It will remainaintenance contract. dic/keLe� ,k- a -3/-31/17 Contractor's representative Date Company Name DESIGNATION OF SUBCONTRACTORS IRRIGATION CONSTRUCTION/INSTALLATION FOR LMD ZONE T-52 STONECREST SLOPES LMD-16-17-21 City of Santa Clarita, California Subcontractor Age of firm: N/A DBE STATUS: Certif in A enc : Dollar Value of Work Annual Gross Receipts: Location and Place of -Business Bid Schedule Item Nos: Description of Work License No. Exp. Date: 1i Phone( ) Subcontractor Age of firm: DBE STATUS: Certifying A enc : Dollar Value of Work Annual Gross Receipts: Location and Place of -Business Bid Schedule Item Nos: Description of Work License No. Exp. Date: 1 I Phone ( ) Subcontractor Age of finn: DBE STATUS: Certifying A enc : Dollar Value of Work Annual Gross Receipts, Location and Place ol'Business Bid Schedule Item Nos: Description of Work License No. Exp. Date: Phone( ) NOTE: A contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work, as defined in this chapter, unless currently registered and qualified to perform public work pursuant to Section 1725.5 of the Labor Code. It is not a violation of this section for an unregistered contractor to submit a bid that is authorized by Section 7029.1 of the Business and Professions Code or by Section 10164 or 20103.5 of the Public Contract Code, provided the contractor is registered to perform public work pursuant to Section 1725.5 of the Labor Code at the time the contract is awarded. Bid W LMD-16-17-21 31 _T IRRIGATION CONSTRUCTIONIINSTALLATION FOR LMD ZONE T-62 STONECREST SLOPES LMD•16.17-21 City of Santa Clarita, California The following are the names, addresses and telephone numbers of three pubic agencies tot which BIDDER has performed work of a similar scope and size within the past 3 years City of Downey - 12324 Bellflower Blvd, Gio Amador - (562)904-7192 Name and Telephone Number of Pefscn Familiar with roiect CA 90242 2 City of Burbank - 150 N. 3rd Street, Burbank, CA 91510 vuu lu aIlu rl Mess Or l.Nlner i Agency Bonnie Teaford (818)238-3915 flame and I eleprione Number 01 Person PFanlldar'with rotect $435 Thousand Annually Landscape Maintenance In Production 3, William S. Hart School District - 21380 Centre Pointe Pkwy, Santa Clarita, CA 91350 Jack $150 Thousand Annually Landscape Maintenance In Production The following are the names, addresses, and telephone numbers of all brokers and sureties from whoop BIDDER intends to procure insurance bonds. Dennis Langer - Lockton - 725 S. Figueroa. 35th Floor. Los Angeles, CA 90017 (213)256-5619 Josh Severson - Nationwide - P.O. Box 1820. LA Mesa, CA 91944 (800)822.3666 Bid o U10.16.177.21 32 ACKNOWLEDGEMENT & ACCEPTANCE OF BID SPECIFICATIONS By providing the three (3) required signatures below, the Contractor acknowledges full understanding, complete agreement to, and accepts in its entirety, all Bid Specifications for the IRRIGATION INSTALLATION WITHIN LMD ZONE T-52 STONECREST SLOPES. The Contractor will be expected to perform maintenance practices and uphold the standards herein to the established specifications throughout the length of the contract. This project will be completed on an accelerated work schedule. Work is expected to begin within 21 days of bid award and project completion, including a final turnover walk, shall be completed by May 301", 2017. *Supervisor's i7 1.7 *Owner's 1-7 *Ail three signatures required Bid # lMD-16-17-21 34 PROPOSAL GUARANTEE BID BOND IRRIGATION CONSTRUCTION/INSTALLATION FOR LMD ZONE T-52 STONECREST SLOPES LMD-16-17-21 City of Santa Clarrta, California KNOW ALL MEN BY THESE PRESENTS that Stay Green Inc. ,as BIDDER, and Nationwide Mutual Insurance Company as SURETY, are held and firmly bound unto the City of Santa Clarita, as AGENCY, in the penal sum of Ten Percent of the Total Amount of the Bid ----------- dollars ($10% of TAB ), which is ten percent (10%) of the total of first contract year (365 days) amount which is bid by BIDDER, to AGENCY for the above -stated project, for the payment of which sum, BIDDER and SURETY agree to be bound, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION ARE SUCH that, whereas BIDDER is about to submit a bid to AGENCY for the above -stated project, if said bid is rejected, or if said bid is accepted and the contract is awarded and entered into by BIDDER in the manner and time specked, then this obligation shall be null and void, otherwise it shall remain in full force and effect in favor of AGENCY. IN WITNESS WHEREAS, the parties hereto have set their names, titles, hands, and seals. this 29th day of March 2017. BIDDER Stay Green Inc. 26415 Summit Circle, Santa Clarita. CA 91350 - (661) 291-2800 P.O. Box 1820, La Mesa, CA 91944 - (310) 975-5503 Paul Boucher. Lockton Insurance Brokers, LLC, 725 S. Figueroa St., 35th FL, Los Angeles, CA 90017 - (213) 689-0065 Subscribed and sworn to this day of .20 . NOTARY PUBLIC SEE ATTACHED ACKNOWLEDGMENT 'Provide BIDDER and SURETY name, address, and telephone number and the name, title, address, and telephone number for authorized representative. IMPORTANT - Surety Companies executing Bonds must appear on the Treasury Departments most current list (Circular 570, as amended) and be authorized to transact business in the State where the project is located. Bid # LMD-16-17-21 18 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE § 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California ) County of Los Angeles ) On March 29, 2017 Date personally appeared before me, Yalonda M. Eubank, Notary Public Here Insert Name and Title of the Officer Paul Boucher Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(w whose name(!) is/1M subscribed to the within instrument and acknowledged to me that he/she/they executed the same in hislibW tWW authorized capacityjtM, and that by hisdtlWAkQdxsignature(;) on the instrument the person(il), or the entity upon behalf of which the person(i) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. YALONDA M. EUBANK WITNESS my hand and official seal. Notary Public - California a =u Los Angeles County i z Commission # 2152316 > Signat r My Comm. Expires May 7. 2020 Signature of o ary Public Yalonda M. Eu nk, Notary Public Place Notary Seal Above OPTIONAL Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Bid Bond Number of Pages: , _ Signer(s) Other Than N Capacity(ies) Claimed by Signer(s) Signer's Name: Paul Boucher ❑ Corporate Officer — Title(s): ❑ Partner — !J Limited ❑ General ❑ Individual X Attorney in Fact "Trustee G Guardian or Conservator L Other: Signer Is Representing: Document Date: March 29, 2017 amed Above: NE A Signer's Name: tCorporate Officer — Title(s): 6EQr�5 ❑ Partner — � Limited ❑ Genera ❑ Individual -J Attorney in Fact ❑ Trustee D Guardian or Conservator ❑ Other: Signer Is Representing: 02014 National Notary Association - www.NationalNotary.org - 1 -800 -US NOTARY (1-800-876-6827) Item #5907 Nationwide Mutual Insurance Company 1010341 Surety Administrative Office: 7 World Trade Center, 37'h Floor 250 Greenwich Street New York, NY 10007-0033 1-888-800-0147 • Fax [480] 905-5454 Power of Attorney KNOW ALL MEN BY THESE PRESENTS THAT: Nationwide MuU al Insurance Company, an Ohio corporation hereinafter referred to as the 'Company" and does hereby make, constitute and appo nl. Paul E. Boucher, Dennis E. Langer, Timothy J. Noonan each in the rine ividual capacity, its true and lawful attorney-in-fact, with full power and authority to sign, seal, and execute on its behalf any and all bonds and undertakings, and other obligatory instruments of similar nature, in penalties not exceeding the sum of Unlimited and to bind the Company thereby. as fully and to the same extent as if such Instruments were signed by the duly authorized officers of the Company; and all acts of said Attorney pursuant to the authority given are hereby ratified and confirmed. This power of attorney is made and executed pursuant to and by authority of the following resolution duly adopted by the board of directors of the Company; "RESOLVED, that the president, or any vice president be, and each hereby is, authorized and empowered to appoint attorneys -in -fad of the Company, and to authorize them to execute and deliver on behalf of the Company any and all bonds, forms. applications, memorandums, undertakings, recognizances, transfers, contracts of indemnity, policies, contracts guaranteeing the fidelity of persons holding positions of public or private trust, and other writings obligatory in nature that the business of the Company may require. and to modify or revoke. with or without cause, any such appointment or authority; provided however, that the authority granted hereby shall in no way limit the authority of other duly authorized agents to sign and countersign any of said documents on behalf of the Company." 'RESOLVED FURTHER, that such attorneys -in -fad shall have full power and authority to execute and deliver any and all such documents and to bind the Company subject to the terms and limitations of the power of attorney issued to them, and to affix the sea; of the Company thereto provided, however, that said seal shall not be necessary for the va idty of any such documents' This power of attorney is signed and sealed under and by the following bylaws duly adopted by the board of directors of the Company. Execution of Instruments. Any vice president, any assistant secretary or any aWstanl treasurer shall have the power and authority to sign or attest all approved documents, instruments, contracts, or other papers in connect on with the operation of the business of the company in addition to the chairman of the board, the chief execul ve officer. president, treasurer or secretary; provided, however, the signature of any of them maybe printed, engraved, or stamped on ary approved document, oonl•ad, instrument, or other papers of the Company. IN WITNESS WHEREOF, the Company has caused this instrument to be sealed and duly attested by the signature of its OFEOer thejHtday, of 4a n< . ao1S Cra1 . LWrdl, Senior Vice President of Nationwide Mutual Insurance Company Inas ��vsl dxre �Oo ae 0 1JW � '+ ACKNOWLEDGMENT STATE OF NEW YORK, COUNTY OF NEW YORK: as On thisr-^ day of � 201.5 before me came the above-named officer °y SEAL F , for the omaforesald,l me person known to be the officer described in • Ohio + and who executed the preceding instrument, and he acknowledged the execution of the same, and being by me duly sworn, deposes and says, that he is the officer of the Company aforesaid, that the seal affixed hereto is the corporate seal of said Company, and the said corporate seal and his signature were duly affixed and subscribed to said instrumer.t by the authority and di•ection of said Company. PAVE V. Ofi6R8H — l p, Public - State of New York Notary ub,,kM OIST6286622 My Commfss% WA Nassau County My Commission Expires July 29, 2017 CERTIFICATE I, Pang H. Shah, Assistant Secretary of the Company, do hereby certify that the foregoing is a full, true and coned copy of the original power of attorney issued by the Company: that the resolution included therein is a true and correct transcript from the minutes of the meetings of the boards of directors and the same has not been revoked or amended in any manner; that said Craig E. Land! was on the dale of the execution of the foregoing power of attorney the duly elected officer of the Company, and the cerporateseal and his signature as officerwere duly affixed and subscribed to the said instrument by the authority of said board of directors; and the foregoing power of attorney is still in full force and effect. IN WITNESS WHEREOF.I have hereunto subscribed my name as Assistant Secretary, and affixed the corporate seal of said Company this day of MAR 2 9, 4��. 1;;A� Assistant Secretary This document is void if VOID appears in the BLUE line an the right, the Nationwide watermark is missing from the center of the page and/or me red consecuws number is missing from the upper right-hand corner Contact us at 212.329.6900 if this document is will or If you have any questions. Slay Green Inc. has 30 Aerial Rescue, CPR and First Aid Certified Tree Workers Staff• Green Inc. STAFF QUALIFICATIONS Name ITille � Certification Richard Angelo Executive Chairman/Founder Pest Control Advisor ABDE73173 Qualified Applicators License 98566 California landscape Technician Certified Water Auditor Grant Clack Operations Manager Qualified Applicators License 126914 Steve Seely Operations Manager ISA Certified Arborist WE-10138A Bronwyn Sorenson Account Manager ISA Certified Arborist WE-10393A Dave Colburn Account Manager Qualified Applicators License 126919 Francisco Luna Account Manager Qualified Applicators License 130175 Irrigation Technician Certificate Julio Mains; Account Manager/Business Developer Qualified Applicators License 124807 ISA Certified Arborist WE-9101A Adam Hall Account Manager/Business Developer Qualified Applicators License 122279 ISA Certified Arborist WE-9301A Guillermo Aguiiar Production Manager ISA Certified Arborist W C-I 1725A Wesley Hook Spray Technician QAC 91732 Silvestro Quintana Crew Leader ISA Certified Tree Worker Climber Specialist Omar Perez Crew Leader ISA Certified Tree Worker Climber Specialist Luis Quinlanilla Crew Leader ISA Certified Tree Worker Climber Specialist Certified Line Clearance Tree Trimmer Jose Romero Irrigation Technician Irrigation Technician Certificate Alejandro de Alba Irrigation Technician Irrigation Technician Certificate Francisco Cortes Irrigation Technician Irrigation Technician Certificate Leonardo Vem Irrigation Technician Irrigation Technician Certificate Samuel Romero Irrigation Technician Irrigation Technician Certificate Slay Green Inc. has 30 Aerial Rescue, CPR and First Aid Certified Tree Workers {yam Stay Green Inc. ra(Cboirr F' or Pmfrrr/an.d /undrrupr.Sm•irrr State Of Caiifornia .._,.CONTRACTORS STATE LICENSE BOARDAML }„„ ACTIVE LICENSE <,t . 346620 .. CORP w,s•., STAY - GREEN INC ..:., C27 C61/D49 E.', . 12/31/2016 www cslb ca gov Stay Green Inc. IFw 15 Summit Cirdc. Sanu Clarita, Cd 91350 . (800) 858-5508 • (661) 291.28110 • Fax: (661) 705-2089 %'Mltav'grccn.cnm • C-27, C-61 License #336(•20 FOR PUBLICATION NOTICE INVITING BIDS March 1, 2017 Bids must be received electronically before 11:00 AM on Friday, March 31, 2017 by the Purchasing Agent of the City of Santa Clarita. Specifications for this electronic bid may be viewed at: http://www.planetbids.com/portal/portal.cfm?CompanVID=l 6840# LMD-16-17-21 IRRIGATION CONSTRUCTION/INSTALLATION FOR LMD ZONE T-62 STONECREST SLOPES Please refer to specifications for complete details and bid requirements. There will be a pre-bid meeting on Thursday, March 9, 2017 at 10:00 AM at City Hall, 23920 Valencia Blvd., Santa Clarita, CA 91351, in the Council Chambers. It is strongly encouraged for all interested contractors to attend. This is the one and only meeting that will be scheduled for this bid. • In accordance with the provisions of California Public Contract Code Section 3300, the successful bidder shall submit proof of a State Contractor's License, C-27 with bid response. Failure to possess the specified license shall render the bid as non-responsive and shall act as a bar to award the contract to any bidder not possessing said license at the time of award. As provided for in Section 22300 of the California Public Contract Code, the Contractor may substitute securities for monies withheld by the City to ensure performance under the contract. This contract is subject to the State prevailing wage requirements of the California Labor Code including Sections 1770, 1771.5, 1773, 1776 and 1777.5. Pursuant to Section 1773 of the Labor Code, the general prevailing wage rates in the county, or counties, in which the work is to be done have been determined by the Director of the California Department of Industrial Relations. These wages are set forth in the General Prevailing Wage Rates for this project, available from the California Department of Industrial Relations' Internet web site at http://www.dir.ca.gov/dlsr/pwd. Future effective general prevailing wage rates which have been predetermined and are on file with the California Department of Industrial Relations are referenced but not printed in the general prevailing wage rates. A copy of the prevailing rate of per diem wages shall be posted at the job site. Contractor shall further adhere to the requirements contained in the City of Santa Clarita's Labor Compliance Program, approved by the DIR for projects with a Bid Advertise Date of November 20, 2003 or later, and which will become part of the conformed documents. All pertinent California statutes and regulations, including, but not limited to those referred to in the City's Labor Compliance Program, are incorporated herein by reference as though set forth in their entirety. Additionally, the Contractor is responsible for obtaining a current edition of all California statutes and regulations and adhering to the latest editions of such. Contractor shall submit certified copy of all Certified Payroll Records (CPRs) with the progress payment on at least monthly basis to the City. The specifications in this notice shall be considered a part of any contract made pursuant thereto. This bid is subject to SB 854. See bidder instructions for details. Purchasing (661) 250-3737 CITY OF SANTA CLARITA INVITATION FOR BID BID # LMD-16-17-21 BID OPENING: March 31, 2017 The City of Santa Clarita invites electronically sealed bids for: FOR LANDSCAPE MAINTENANCE DISTRICT LMD ZONE T-52 STONECREST SLOPES 1. Electronic Bids must be ELECTRONICALLY received at: hftp://www.planetbids.com/portal/portal.cfm?CompanVID=l6840# 2. Prices shall be D.D.P. City of Santa Clarita Receiving dock Incoterms 2000 or for the service rendered. 3. Bidder shall honor bid prices for ninety (90) days or for the stated contract period, whichever is longer. 4. Bids must be on this Bid form. Submission of a proposal acknowledges the proposer has read and understands the requirements contained on pages 1 to 50, Exhibits A to E and Area Maps. 5. Bid Questions. Questions should be submitted electronically to: http://www.planetbids.com/portal/portal.cfm?CompanVID=l6840# The last day for questions will be 10:00 AM, March 23, 2017. 6. The vendor is responsible for the accuracy and completeness of any solicitation form not obtained directly from the City. 7mmmirRenewal and Pricing Adjustment. acts entered into pursuant to this Invitation to Bid may bel renewed annually up to 3 times, in accordance with the terms of the contract. If not otherwise stated, the contract may be renewed if the new pricing of the contract does not change more than the Consumer Price Index identified in the most recently City Council approved City of Santa Clan a Combined Engineer's Report for Landscape Maintenance Districts. Name (Print): Email: Company: Address: Company Phone No. City: State/Zip: Bid # LMD-16-17-21 TABLE OF CONTENTS IRRIGATION MAINTENANCE FOR LIVID ZONE T-52 STONECREST SLOPES Bid # LMD-16-17-21 Section............................................................................................................ Page InvitationFor Bid................................................................................................................... 1 Tableof Contents.................................................................................................................. 2 Instructions to Bidders........................................................................................................... 3 Administrative Specifications................................................................................................. 7 General Requirements..........................................................................................................9 Proposal Guarantee (Bid Bond)............................................................................................ 34 Faithful Performance Bond.................................................................................................... 36 Contract Agreement (Sample Only)...................................................................................... 37 BidSchedule......................................................................................................................... 43 Designation of Subcontractors.............................................................................................. 46 References........................................................................................................................... 48 DocumentChecklist.............................................................................................................. 49 Acknowlegement & Accedptance of Dis Specifications......................................................... 50 Exhibits: A, B -1, D and E Area Maps: Zon� APPENDIXA— Bid # LMD-16-17-21 2 BID INSTRUCTIONS Submitting Proposals. (a) The bid response must be ELECTRONICALLY su bmitted on this form and include the notice, Request for Bid Schedule, and all forms or information included in or required by Section C, Specifications, (attachments accepted) (b) All documentation of unit pricing or other cost breakdowns as outlined in this bid must be submitted to support the total bid price. (c) Proposals/corrections received after the closing time will not be accepted. The City will not be responsible for bids not properly or timely, uploaded. Upon award, all submissions become a matter of public record. 2. Currency. All references to dollar amounts in this solicitation and in vendor's response refer to United States currency. Payments will be made in Unite States Currency. 3. Alternatives. Any changes or alternatives must be set forth in a letter attached to this bid. The City has the option of accepting or rejecting any alternative bid. 4. Environmentally Preferable Purchasing. The City of Santa Clarita, being fully aware of the limited nature of our resources and the leadership role government agencies have, supports the Environmentally Preferable Purchasing (EPP) program with Resolution 05-103. With changes in technology and industries occurring rapidly it is frequently difficult to be aware of the latest innovations. Therefore, it is the intent of the City of Santa Clarita to seek out those products which result in less energy usage, least impact on natural resources and greatest reuse of post- industrial and post -consumer material. Bidders are strongly encouraged to offer products and services meeting these criteria and point out those specific aspects or features in their bid. In accordance with Public Contract Code 22152 bidders are required to certify in writing the minimum, if not exact, percentage of postconsumer materials in the products, materials, goods, or supplies, offered or sold. 5. Failure to Submit Bid. Your name may be removed from the mailing list if the City receives no response to this bid. 6. Refection. The City reserves the right to reject any or all bids and to waive any informality in any bid. The City may reject the bid of any bidder who has previously failed to perform properly, or complete on time, contracts of a similar nature, or to reject the bid of a bidder who is not in a position to perform such a contract satisfactorily. The City may reject the bid of any bidder who is in default of the payment of taxes, licenses or other monies due to the City of Santa Clarita. 7. Addenda. The City will not accept responsibility for incomplete packages or missing addenda. It is the bidder's responsibility to contact the project manager, for public projects, or Purchasing prior to submission of the bid to make certain the package is complete and all required addenda are included. This information will be available from the City's website. Bidders are cautioned against relying on verbal information in the preparation of bid responses. All official information and guidance will be provided as part of this solicitation or written addenda. 8. Awards. The City will award in accordance with S.C. M.C. § 3.12.205 (Support of Santa Clarita Businesses) unless Part C identifies this bid as a multiple criteria bid or this bid is for public works, professional services or is federally funded. Qualifications of responsibility will be in accordance with the S.C. M.C. Lowest cost is the lowest total cost to the City to acquire the goods and/or services resulting from this solicitation. The City may make an award based on partial items unless the bid submitted is marked "All or none." Where detailed specifications and/or standards are provided the City considers them to be material and may accept or reject deviations. The results of the bid will be posted on the City's website at www.santa- clarita.com/purchasing, normally within 24 hours. 9. Cooperative Bidding. Other public agencies may be extended the opportunity to purchase off this bid with the agreement of the successful vendor(s) and the City of Santa Clarita. The lack of exception to this clause in vendor's response will be considered agreement. However, the City of Bid # LMD-16-17-21 Santa Clarita is not an agent of, partner to or representative of these outside agencies and is not obligated or liable for any action or debts that may arise out of such independently negotiated "piggy -back" procurements. 10. Amendments. Any and all changes to this contract must be made in writing and agreed to by the City. Performance by the contractor will be considered agreement with the terms of this contract. 11. Taxes, Charges and Extras. (a) Bidder must show as a separate item California State Sales and/or Use Tax. (b) The City is exempt from Federal Excise Tax. (c) Charges for transportation, containers, packing, etc. will not be paid unless specified in bid. Contractor/vendor agrees to cooperate with the City in all matters of local taxation. 12. Payment. (a) Bidder shall state payment terms offered. (b) Payment will be made on the pay period after receipt and acceptance of goods and/or services and upon using department confirmation of such acceptance. 13. Assignment. No assignment by the vendor of contract or any part hereof, or of funds to be received hereunder, is binding upon the City unless the City gave written consent before such assignment. 14. Sub contractors. For all public projects, the Bidder must list any subcontractors that will be used, the work to be performed by them, and total number of hours or percentage of time they will spend on the project. 15. Prevailing wage. For all public works, the Bidder is required to bid prevailing wage. For the purposes of this paragraph, public works includes maintenance. The City of Santa Clarita Labor Compliance Program is included herein as an informative reference for the successful bidder. It does not require any completion prior to contract award but should be reviewed for all necessary provisions and requirements. 16. Protection of Resident Workers. The City of Santa Clarita actively supports the Immigration and Nationality Act (INA) which includes provisions addressing employment eligibility, employment verification, and nondiscrimination. Under the INA, employers may hire only persons who may legally work in the United States (i.e., citizens and nationals of the U.S.) and aliens authorized to work in the U.S. The employer must verify the identity and employment eligibility of anyone to be hired, which includes completing the Employment Eligibility Verification Form (1-9). The Contractor shall establish appropriate procedures and controls so no services or products under the Contract Documents will be performed or manufactured by any worker who is not legally eligible to perform such services or employment. 17. Indemnification. The bidder is required to indemnify and hold the City harmless from and against any claim, action, damages, costs (including, without limitation, attorney's fees), injuries, or liability, arising out of any agreement entered into between the parties. Should the City be named in any suit, or should any claim be brought against it by suit or otherwise, whether the same be groundless or not, arising out of this Agreement, or its performance, the bidder must defend the City (at the City's request and with counsel satisfactory to the City) and indemnify the City for any judgment rendered against it or any sums paid out in settlement or otherwise. 18. Bonds. When deemed necessary by the City, bid bonds shall be furnished by all bidders in the amount of at least 10% of the total value of the bid OR 10 % of the value of the 1 sr year of service for service bids, to guarantee that bidders will enter into contract to furnish goods or services at prices stated. The bonding company must be listed on Treasury Circular 570 and licensed to operate in the state of California. Likewise, a Performance Bond and/or Material and Labor bonds shall be required of the successful bidder when stated in the specification (cash deposit, certified or cashier's check or money order may be substituted in lieu of either bond). Original Bond or Cashier's Check MUST be received AT CITY HALL, 23920 Valencia Blvd., Santa Clarita, CA 91355, ATTENTION SUITE 120 and marked with the words `BID BOND FOR" and the bid #, "NO LATER THAN the bid due date and time, for the vendor to be Bid # LMD-16-17-21 4 considered responsive. 19. Insurance. For contracts involving services the City requires insurance. Proof of insurance shall be provided by using an ACORD certificate of insurance and shall be provided prior to contract signing. Insurance shall be "Primary and Non -Contributory" and must name the "City of Santa Clarita" as an additional insured. The certificate shall list coverage for General Liability (limit of $1,000,000 CSL or $1,000,000 per occurrence with a $2,000,000 aggregate), Auto Liability (limit of $1,000,000), and Worker's Compensation (statutory requirement). For professional services, Professional Liability with a limit of $1,000,000 may also be required. Insurance shall not be cancelable or subject to reduction except upon thirty (30) days prior written notice to the City. Specific insurance requirements will be set forth in any contract awarded to a bidder. 20. On -Site Inspection. When deemed necessary by the City, an on-site inspection date and time will be so designated. Bidder is responsible for inspecting and understanding the total scope of the projects (i.e., specifications, quality, and quantity of work to be performed.) 21. Specifications. Materials differing from stated specifications may be considered, provided such differences are clearly noted and described, and provided further that such articles are considered by a City official to be in all essential respects in compliance with the specifications. 22. Brand Names. The use of the name of a manufacturer, or any specific brand or make, in describing any item contained in the proposal does not restrict bidders to the manufacturer or specific article, this means is being used simply to indicate a quality and utility of the article desired; but the goods on which bids are submitted must in all cases be equal in quality and utility to those referred to. This exception applies solely to the material items in question and does not supercede any other specifications or requirements cited. Documentation of equivalency must be submitted with the bid. At a minimum the documentation must demonstrate equivalency in form, fit, function, quality, performance and all other stated requirements. The City is final determiner of equivalency. Exception is made on those items wherein identical supply has been determined a necessity and the notation NO SUBSTITUTE has been used in the specification section. 23. Price Reductions. If at any time during the life of this contract, the successful bidder reduces his price or prices to others purchasing approximately the same quantities as contemplated by this contract, the contract prices must be reduced accordingly, and the contractor/vendor will immediately notify the Purchasing Agent, City of Santa Clarita. 24. Contract Pricing. Except as otherwise provided, prices must remain consistent through the term of this contract. The City does not pay "surcharges" of any type unless identified in the response to this bid. All costs will be included in the pricing provided to the City. 25. Non -Appropriation of Funds. The City's obligation is payable only and solely from funds appropriated for the purpose of this agreement. All funds for payment after June 30 of the current fiscal year are subject to City's legislative appropriation for this purpose. In the event the governing body appropriating funds does not allocate sufficient funds for the next succeeding fiscal year's payments. Then the affected deliveries/services may be (1) terminated without penalty in their entirety, or (2) reduced in accordance with available funding as deemed necessary by the City. The City shall notify the Contractor in writing of any such non -allocation of funds at the earliest possible date. 26. Default. In case of default by the vendor of any of the conditions of this bid or contract resulting from this bid, the vendor agrees that the City may procure the articles or services from other sources and may deduct from the unpaid balance due the vendor, or collect against the bond or surety, or may invoice the vendor for excess costs so paid, and prices paid by the City shall be considered the prevailing market price at the time such purchase is made. 27. Termination. The City may terminate any service or contract with or without cause either verbally or in writing at any time without penalty. Bid # LMD-16-17-21 .moi 28. Safety. Contractor agrees to comply with the provisions of the Occupational Safety and Health Act of 1970 (or latest revision), the State of California Safety Orders, and regulations issued thereunder, and certifies that all items furnished under this bid will conform and comply with the indemnity and hold harmless clause for all damages assessed against buyer as a result of suppliers failure to comply with the Act and the standards issued thereunder and for the failure of the items furnished under this order to so comply. 29. Gratuities. The City may, by written notice to the Contractor, terminate the right of the Contractor to proceed under this agreement, if it is found that gratuities in the form of entertainment, gifts, or otherwise were offered or given by the Contractor, or any agent or representative of the Contractor, to any officer or employee of the City with a view toward securing an agreement or securing favorable treatment with respect to the award or amending, or the making of any determinations with respect to the performance of such agreement, provided, that the existence of the facts upon which the City makes findings shall be in issue and may be reviewed in any competent court. In the event of such termination, the City shall be entitled to pursue the same remedies against the Contractor as the City could pursue in the event of default by the Contractor. 30. Invoices. Invoices will be forwarded to: City of Santa Clarita Special Districts 23920 Valencia Blvd. Ste. 295 Santa Clarita, CA 91355-2196 Invoices will reflect the purchase order # and goods or service delivered in accordance with the terms of the contract. Invoice processing begins on receipt of the material or invoice, whichever is later. 31. Bid Questions. Questions must be submitted electronically to: http://www.planetbids.com/portal/portal.cfm?CompanVID=l 6840# The last day for questions will be 10:00 AM, March 23 2017. 32. SB 854 — No contractor or subcontractor may be listed on a bid proposal for a public works project (submitted on or after March 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5 [with limited exceptions from this requirement for bid purposes only under Labor Code section 1771.1(a)]. No contractor or subcontractor may be awarded a contract for public work on a public works project (awarded on or after April 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5. This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations. 33. Renewal and Pricing Adjustment. Contracts entered into pursuant to this Invitation to Bid may be renewed annually, up to two times, in accordance with the terms of the contract. If not otherwise stated, the contract may be renewed if the new pricing of the contract does not change more than the Consumer Price Index - All Urban Consumers (not seasonally adjusted), Los Angeles Area - Riverside -Orange county area and prevailing wage rates, if applicable. Price adjustments may be increases or decreases as appropriate and must be requested at least 90 days prior to the expiration/renewal of the contract. The index level for the month preceding the month of solicitation advertisement will become the beginning index. The price adjustment limit will be the percentage change based on the difference between the beginning level or the adjustment level last used and the index level for the period 90 days prior to the expiration of the contract. If not renewed prior to the anniversary date, the contract may continue on a month to month basis until renewed or awarded to a new contractor. Bid # LMD-16-17-21 F C. ADMINISTRATIVE SPECIFICATIONS Introduction The City of Santa Clarita, Landscape Maintenance Districts (LMD) is soliciting sealed bids from qualified landscape companies for the landscape irrigation construction and installation within the City of Santa Clarita LMD ZONE T-52 STONECREST SLOPES. This contract is for one time services and no renewals are express or implied. There will be a pre-bid meeting on Thursday, March 9, 2017, at 10:OOAM at City Hall, 23920 Valencia Blvd. in the Council Chambers. The City requires the landscape contractor to include all labor and equipment for an all-inclusive contract for landscape construction and installation. The area is approximately 450,000 sq ft of landscaped slopes predominantly along Soledad Canyon Rd within LMD ZONE T-52 STONECREST SLOPES. The bid shall be all inclusive for labor hours and equipment, meaning: Contractor shall at his cost provide all the labor and equipment necessary for the installation/retrofit of irrigation according to the irrigation plan titled "Stonecrest Slopes Irrgation Improvements, sheets L-1 thru L-6. ris bid is subject to SB 85�der instruct' The Contractor shall have a minimum of five years' experience in landscape irrigation constructionn. (See References Sheets) The contractor shall have qualified water management and auditing personnel, (CLIA —Certified Landscape Irrigation Auditor). The Contractor will be required to communicate work requests back and forth to LMD staff through desktop computer, hand held device, or laptop. The Contractor is encouraged to provide copies of awards, and recognitions received for landscape maintenance excellence. And must supply a C-27 license copy or, at minimum, the license number with their bid response. Please refer to the following General Requirement section includes general and special conditions that shall apply to all jobsite locations. Also included in this section are the Scope of Work instructions which more clearly define the services, scheduling, or special circumstances for each location to be serviced. The work required in this bid requires the payment of prevailing wages. Pursuant to Section 1773 of the Labor Code, the general prevailing wage rates in the county, or counties, in which the work is to be done have been determined by the Director of the California Department of Industrial Relations. These wages are set forth in the General Prevailing Wage Rates for this project, available from the California Department of Industrial Relations' Internet web site at http://www.dir.ca.gov/dlsr/PWD. Future effective general prevailing wage rates which have been predetermined and are on file with the California Department of Industrial Relations are referenced but not printed in the general prevailing wage rates. A copy of the prevailing rate of per diem wages shall be posted at the job site. Contractor shall further adhere to the requirements contained in the City of Santa Clarita's Labor Compliance Program, approved by the DIR for projects, and which will become part of the conformed documents. All pertinent California statutes and regulations, including, but not limited to those referred to in the City's Labor Compliance Program, are incorporated herein at Appendix A by reference as though set forth in their entirety. Additionally, the Contractor is responsible for obtaining a current edition of all applicable Federal and California statutes and regulations and adhering to the latest editions of such. Contractor shall submit certified copy of all Certified Payroll Records (CPRs) with the progress payment on at least monthly basis to the City. Bid # LMD-16-17-21 Bid # LMD-16-17-21 32 80 00 IRRIGATION PART1 GENERAL 1.1 SECTION INCLUDES A. This section sets forth the requirements for Irrigation System Improvements. Perform the work in accordance with SECTIONS 212 — LANDSCAPE AND IRRIGATION MATERIALS AND 308 — LANDSCAPE AND IRRIGATION INSTALLATION of the SSPWC, 2012 edition, as modified and supplemented below. B. Scope of Work 1. Furnish and install sleeving, boring, piping, fittings, sprinkler heads, valves and accessories. 2. Furnish and install all electrical connections and wiring. 3. Excavate and backfill trenches. Place lateral and main irrigation lines as depths detailed on the plans within +/-1 ". 4. Testing as indicated in the notes and specifications and as required by the governing agency. 5. Installation and end of maintenance walk and corrections. 6. Ninety -day maintenance period. 7. One year guarantee. 1.2 RELATED WORK SPECIFIED ELSEWHERE A. 32 80 01 Combination Irrigation Controller and Meter Enclosure with Electric Meter and Appurtenances B. 32 90 00 Planting 1.3 PROTECTION OF WORK A. The Contractor shall adequately protect the work, adjacent property and the public, and shall be responsible for any damage, injury and/or loss due to the construction of the irrigation system. Damaged facilities shall be repaired within a reasonable amount of time at no additional cost to the City. All existing irrigation systems shall be kept in operation at all times. If the Contractor or the public damages an existing system, it shall be repaired immediately, at no additional cost to the City. After each repair, all heads of the repaired lateral(s) shall be removed and flushed so the lines can be clear of all dirt and foreign matter. 1.4 SUBMITTALS Submittals shall be in accordance with SECTION 2-5.3 SUBMITTALS and as specified herein. A. Materials List 1. Within fifteen (15) calendar days from the award of contract, the Contractor shall provide a materials list of all irrigation equipment as specified in the drawings, manufacturer's brochures, maintenance manuals, guarantees and operating instructions. B. Shop Drawings 1. Within fifteen (15) calendar days from the award of contract, the Contractor shall provide shop drawings as required or necessary to complete the work. C. Schedule of Work Bid # LMD-16-17-21 9 1. Within ten (10) calendar days from the award of contract, the Contractor shall provide a proposed Schedule of Work. 2. Site work shall begin within fifteen (15) calendar days from the award of contract. 3. The project is on an accelerated schedule and it will be required for the contractor to complete each phase of the project within thirty days (30) calendar days. (Phase I of the project is expected to be completed prior to May 31 s'. The order of the phasing may be adjusted following bid submittals and prior to bid award.) D. Record Drawings 1. The Contractor shall provide and keep up-to-date "As -Built" drawings on the job site at all times. The Contractor shall record accurately on one set of "As -Built" drawings all changes in the work constituting departures from the original approved drawings. The changes and dimensions shall be recorded in a legible and workmanlike manner. All dimensions shall have two (2) permanent points of reference, such as the roadway station points or measures along median center lines. 2. Prior to the landscape architect of record construction certification, the Contractor shall provide corrected and completed sepia mylars of the Record Drawings. Delivery of the sepias will not relieve the Contractor of the responsibility of furnishing information that may have been omitted from the prints. 3. The following items shall be shown on the Record Drawings: a. Connection of existing water lines b. Water meter(s) c. Electrical power connection d. Electrical meter(s) e. Controller(s) f. Routing of mainlines g. Sleeves h. Gate Valves i. Ball Valves j. Remote Control Valves k. Quick Coupling Valves I. Other Related Equipment m. The area watered by each Remote Control Valve E. Controller Charts Prior to final acceptance, the Contractor shall provide to the City Representative two (2) hermetically sealed, controller charts illustrating valve numbers, gpm's and permanently colored locations of the area covered by each valve.. The controller charts shall be of a size that will fit inside the door of the controller cabinet. Controller charts will identify to the nearest foot the locations of mainlines, sleeves valves, controllers and point of connection appurtenances. The controller charts shall reflect any changes made during construction. A copy of each controller chart shall be provided to the City prior to installation certification by the City. F.Operation and Maintenance Manuals 1. Prior to final acceptance, the Contractor shall deliver one (1) hard cover, three-ring binder containing: Bid # LMD-16-17-21 10 a. Index sheet stating the Contractor's address and telephone number, list of equipment and addresses of local manufacturer's representatives b. Catalog and parts sheets on every material and all equipment installed under this contract c. Guarantee statement d. Complete operating and maintenance instruction on all major equipment G. Equipment to be Furnished 1. Prior to final acceptance, the Contractor shall provide the following equipment as part of this contract: a. Two sets of keys for all controllers and enclosures b. Two wrenches for each type of sprinkler head c. Two quick coupler keys with hose swivels H. Substitutions 1. Substitutions may be permitted under the provisions of SECTION 4-1.6 TRADE NAMES OR EQUALS. Submittals presenting "equal" products will be considered for approval if the City's Representative determines that the product is equal in all features, product material and performance. 2. No substitutions shall be allowed without prior written approval from the City's Representative. 3. The Contractor shall be responsible for the performance of any substituted material or product. If the City determines that the substituted material or component is unsatisfactory or if there has not been prior approval, it shall be removed and replaced at the Contractor's expense with the specified material or component 1.5 QUALITY ASSURANCE AND REQUIREMENTS A. Permits and Fees 1. See General Provisions, Section 7-5 for payment of permits and fees for Capital Improvement Projects. B. Manufacturer's Instructions Manufacturer's instruction and detailed drawings shall be followed in all cases where the manufacturers of materials used in the contract furnish directions covering points not shown in the drawings and specifications. C. Ordinances and Regulations 1. Contractor shall abide by all applicable local, state and federal rules and regulations relating to the Work Included. All work and materials shall be in full accordance with the latest rules and regulations of the National Electric Code, and Uniform Plumbing Code. D. Explanation of Drawings Due to the scale of drawings, it is not possible to indicate all offsets, fittings, sleeves, etc. The Contractor shall be fully acquainted with the site prior to construction. Drawings are diagrammatic and are generally indicative of the work to be completed. The work shall be installed in such a manner as to avoid conflicts between irrigation systems, planting and architectural features. Any discrepancies in the plans or with existing field conditions shall be brought to the attention of the Landscape Architect immediately. The Contractor shall not willfully install the irrigation system as shown on the drawings when it is obvious in the field that obstructions, grade differences or discrepancies in area dimensions exist that might not have been considered in the Landscape Design. In the event that notification is not performed, the Contractor shall assume full responsibility for any revision necessary. Bid # LMD-16-17-21 11 E. Correction of Work 1. Any and all discrepancies or unsatisfactory work shall be corrected by the Contractor at no additional cost to the City. The correction of work shall be finished within a reasonable period of time mutually agreed upon between the City and the Contractor. 1.6 DELIVERY, HANDLING, AND STORAGE A. All materials shall be new, first quality, commercial quality and in the original shipping cartons or boxes. The Contractor is responsible for all materials until final acceptance of the work. Store materials in enclosures. Plastic pipe and other materials which can be damaged by weather shall be stored in such a manner as to protect them from sunlight, wind, rain, etc. Do not store materials directly on the ground. Materials which are damaged in transit or become damaged during storage or progress of the work shall be rejected and replaced at no additional cost to the City. Handle and carry materials in a manner to ensure delivery and placement on the site in sound and undamaged condition. Keep pipes and fittings free from dirt or debris. Do not drag pipe. i�WIXW'1:L'U11g0FGUIs] :7M,Ad0lgLAIq►11 A. Written Guarantee 1. The Contractor shall furnish a written guarantee of materials and workmanship for a period of one (1) year from the date of final acceptance. The Contractor shall repair or replace defective items within a reasonable time, but not more than 14 calendar days, from notification by the City at no addition cost to the City. 1.8 MEASUREMENT AND PAYMENT A. The contract price paid for IRRIGATION system components as listed in Bid Items shall be paid at the Unit Prices as indicated in the BID SCHEDULE and as listed below shall include full compensation for installation of a functioning irrigation system, including connection to existing water meter and coordination with the water purveyor, complete in place as shown on the plans, as specified in the Standard Specifications and these Special Provisions, and as directed by the City Representative and no additional compensation will be allowed therefore. PART 2 - PRODUCTS 2.1 MATERIALS /G���F,fiaiF,1��T-.711.Ta � . . • ...FTT.S�dlfiii.Y.9,�0U7[.9x11[�7►PIiPaAG1►1�bY�7G1,�G1►1�11:7:7[e7G\1[�7► MATERIALS and as supplemented and modified herein: 1. Add the following to SECTION 212-2.1.1 Piping shall be as follows: 1. The service line from the metered Point of Connection (P.O. C) through the backflow prevention device shall be: Type K copper or red brass. 2. All pressurized mainlines 2" and smaller shall be: SCH 40 solvent -weld P. V. C. 3. All pressurized mainlines 2 1/2" to 3" shall be: CL 315 solvent -weld P. V. C. 4. Pressurized mainlines greater in diameter than 3" shall be: CL 315 bell and gasket P. V. C. 5. Lateral lines up to 2" shall be: SCH 40 solvent -weld P. V. C. 6. Lateral lines greater than 2" shall be Class 315 solvent -weld P. V. C. 7. All fittings shall be SCH 40 P. V. C. and conform to the latest ASTM standards. 8. All threaded nipples shall be SCH 80 P. V. C. with molded threads. 9. All male threaded fittings shall receive Y4" Teflon tape during installation. Bid # LMD-16-17-21 12 10. All reclaimed piping shall conform to all State, Federal, and Local codes and regulations and shall be marked accordingly. 11. All piping shall be installed subsurface. Pipe on grade shall not be allowed unless written preauthorization has been given by the City. 2. Modify Section 212-2.1.3 Plastic Pipe for Use with Solvent Weld Socket or Threaded Fittings to delete any reference to Schedule 80 pipe for pressurized pipe. Add the following after paragraph 3: Thrust blocks shall be placed at each change or direction in the mainline sized 3" and larger and shall be per manufacturer's recommendation. All fittings shall be Schedule 40 PVC connected with primer and solvent per manufacturer's recommendations. Plastic pipe shall bear the following markings: manufacturer's name, nominal pipe size, schedule or class, type of material, pressure rating, NSF seal of approval, and the date of extrusion. All fittings shall bear the manufacturer's name or trademark, materials, designation, size, applicable schedule and NSF seal of approval. 3. Add the following at the end of SECTION 212-2.2.1 GENERAL: Provide and install one valve box for each Master Valve, Ball Valve, Gate Valve, Remote Control Valve, or Quick Coupler. 4. Delete SECTION 212-2.2.7 VALVE BOXES in its entirety and replace it with: VALVE BOXES. Valve boxes shall be made from a durable plastic material resistant to weather, sunlight and chemical action of soils. They shall be green in color in planter areas. The cover shall be secured with a stainless steel bolt down mechanism and shall be able to sustain a load of 1, 500 psi. Valve box extensions shall be by the same manufacturer as the valve box. All valve boxes shall be manufactured by Ametek, Carson, or approved equal. Valve boxes located within concrete sidewalk shall be concrete or reinforced concrete composite rated for pedestrian application. 5. Add the following at the end of SECTION 212-2.3 BACKFLOW PREVENTER ASSEMBLY All Backflow Preventer Assemblies shall be plumbed with copper, brass, or bronze pipe and fittings. A bronze or brass union shall be provided on the downstream side. Backflow shall be installed in a vandal resistant, locking enclosure as specified on the plans and approved by the City Representative for each project. The enclosure shall be installed on a concrete slab per manufacturer's recommendations. 6. Add: SECTION 212-2.6 CHECK VALVES: Check valves shall be installed on all heads or on laterals which have a differential in elevation or 3' or more or as needed to prevent laterals from draining after the system has been shut down. Spring-loaded check valves shall be of plastic construction with soft composition disks. Spring tension shall be adjustable from 4 psi to 15 psi. They shall be located in the swing assembly or be integrated into the sprinkler body. Check valves shall be Valcon ADV, Rain Bird, Hunter, Toro, or approved equal 7. Add: SECTION 212-2.7 SLEEVES All piping which is located under hardscape surfaces shall be placed in Class 315 sleeves a minimum of 2 times the line size. Control wires shall be placed in a separate conduit adjacent to the pipe sleeving. All drainage device crossings shall be installed with a galvanized steel pipe sleeve. Sleeve diameter size shall be a minimum of 1 " larger in diameter than the diameter of the irrigation pipe being sleeved. 8. Add: SECTION 212-2.7 BOOSTER PUMPS: Contractor shall provide a booster pump, if shown on the plans and details. The booster pump shall be as indicated on the legend and any accompanying notes. The pump shall be a pre -assembled unit designed for used with landscape irrigation systems and able to deliver the system water pressure at the specified volume, as shown on the plans. The pump shall be a centrifugal pump with the ability to connect to the irrigation controller's pump switch. Bid # LMD-16-17-21 13 All fittings and valves shall be brass and/or stainless steel. All piping shall be copper. A pressure gauge shall be installed with a capacity to read up to at least 150 psi. Booster pumps shall be installed in a lockable, stainless steel pump enclosure with venting. The Contractor shall be responsible for connecting the new booster pump to the electrical system and to the irrigation controller. Booster pumps shall be installed per all applicable State, Federal, and Local codes and regulations and the manufacturer's specifications. Booster pumps shall be properly grounded. The Contractor shall provide submittals of pump specifications, pump curves, and shop drawings for approval by the City, prior to ordering materials. 9. Modify SECTION 212-3.2.1 CONDUIT: Conduit shall be SCH 40 PVC plastic, gray in color. 10. Add the following at the end of SECTION 212-3.2.2 CONDUCTORS: Control wires shall be a different color for each controller valve. Common wires shall be white. Each controller shall have an independent common wire. Wiring shall occupy the same trench and shall be installed along the same route as the pressurized mainline where possible with the exception of road and sidewalk crossings. Control wires shall be separately sleeved in Schedule 40 conduit under all paved surfaces. Where wire is placed in the mainline trench, the wiring shall be taped together at interval of ten (10) feet. A two (2) foot expansion curl shall be provided within three (3) feet of each wire connection. Wire connections shall be grease type connectors, 3M DBY Direct Bury Splice Kit PN -09053, or approved equal. Use one kit per connection. Three continuous spare control wires, blue in color, shall be installed with all pressurized Mainline(s) from the controller enclosure to the ends of the Mainline. 11. Add the following at the end of SECTION 212-3.3 CONTROLLER UNIT: All controller components shall be fused and have a chassis ground. All controllers shall be equipped with a 4" x 4" electrical junction box, with an on/off switch, and a grounded receptacle mounted inside the enclosure. The controller enclosure shall be a dual purpose to house the electrical service pedestal and controller, be vandal -resistant and stainless steel manufactured as indicated on the irrigation legend and approved by the City Representative in writing. The enclosure shall be installed per the manufacturer's recommendations and as approved by the City Representative. The Controller Unit shall be compatible with the City's irrigation controller standards. The Controller shall include communication capabilities, complete and operational, all other incidental equipment required to meet City controller standards. 12. Add to SECTION 212-3.4 MASTER VALVE AND FLOW METER ASSEMBLY: Each Point of Connection shall include a Master Valve and Flow Meter Assembly. The Master valve shall be as recommended by the controller manufacturer. The master valve shall be wired back to the Controller and have the ability to shut down the irrigation system in case of a high flow occurrence such as a mainline break. PART 3 - EXECUTION 3.1 INSTALLATION IG�h�-iidlF,fiGTil��iT-.11�.Ta� . .• ...Fi'T.S�dlfiii.Y.9,�0U1[.9x11[�7►Ri�I:�AG1►1�bY�7G1,�G1►1�] IRRIGATION INSTALLATION and as supplemented and modified herein: 1. Add the following to the end of SECTION 308-5.1 GENERAL: Contractor shall use extreme caution in working near utilities. The Contractor shall be responsible to call Underground Service Alert of Southern California, a.k.a. Dig Alert for location of utilities. The Contractor shall be responsible for damages to utilities that are caused by hisiher operations or neglect. The Contractor shall verify all grades and installation conditions. No work shall begin until unsatisfactory conditions are corrected." 2. Modify SECTION 308-5.2.1 GENERAL, second paragraph: Pipe shall be bedded in 3" of sand above and below the pipe rather than 2" Bid # LMD-16-17-21 14 3. Add the following at the end of SECTION 308-5.2.1 GENERAL: A. STAKING OF LINES. Prior to installation, the Contractor shall stake out all pressure supply lines, routing, and location of water distribution heads. The City shall approve the location of all equipment and Point(s) and Connection prior to installation. B. WATER SUPPLY. The irrigation system shall be connected at the approximate location shown on the plans and approved in the field by the City Representative. C. ELECTRICAL SUPPLY. Electrical connections for the controller shall be made as indicated at the approximate location on the plans and approved in the field by the City Representative. The Contractor shall be responsible for connecting the irrigation controller to the nearest power source. Contractor shall coordinate with the electrical provider and the City. D. OBSERVATION SCHEDULE. The Contractor is responsible for notifying the Inspector in advance for the following meetingshnspections: 1. Pre -construction meeting — 7 days 2. Mainline pressure test — 48 hours 3. Lateral line & head installation — 48 hours 4. Coverage test— 48 hours 5. Final turn over — 7 days E. INSTALLATION. a. Trenching. 1. Trenches shall be straight, on an even grade, and in the approximate location shown on the plans. 2. Where it is necessary to excavate adjacent to existing trees, the Contractor shall take every precaution to avoid injury to the trees or their roots. No backhoe or trenchers shall be used within the tree dripline, unless City Representative is on site. Hand digging is required within tree driplines. All roots 2" and larger shall be tunneled under and shall be heavily wrapped with burlap to prevent scarring or excessive drying. When the roots are smaller than 2" in diameter, the wall of the trench adjacent to the root shall be hand trimmed, making clean cuts through the roots. Trenches adjacent to the root shall be closed within twenty-four (24) hours. Where this is not possible, the side of the trench adjacent to the tree shall be kept moist and shaded with burlap or canvas. 3. Provide a minimum cover of 24" over all pressurized mainlines. 4. Provide a minimum cover of 18" over all non -pressurized lateral lines. 5. Provide a minimum cover of 24" for all control wire. 6. Provide a minimum of 30" cover under AC paving and roadways. b. Backfilling. 1. Trenches shall not be backfilled until all required tests and inspection have been performed and the conditions have been approved by the City Representative. Trenches shall be filled with 3" sand above and below mainline pipes. No foreign material larger than % inch shall be permitted in the initial backfill. Backfill shall be tamped in 4 -inch layers under all piping and mechanically compacted to a dry density equal to adjacent undisturbed soil in landscape areas and shall conform to adjacent grade. Truck wheels shall not be used to compact soil. If settlement occurs and subsequent adjustments in pipe, valves, valve boxes, sprinkler heads, lawn, planting, or other construction is necessary, the Contractor shall make all required adjustments at no additional cost to the City. c. Trenching and Backfilling under Paved Surfaces. 1. The Contractor shall install and cap all piping under paved surfaces prior to paving work whenever possible. 2. Sleeves under existing pavement shall be installed by directional boring unless otherwise noted. No hydraulic driving shall be permitted. The Contractor shall repair any and all damage to existing facilities including paved surfaces with Bid # LMD-16-17-21 15 like materials in accordance with City standards and details. Per SSPWC Section 5, the Contractor is responsible for potholing existing utilities to determine their location and depth prior to boring. 3. Any cutting or breaking of sidewalks and/or concrete that is necessary shall be completed and replaced in kind by the Contractor as a part of the contract cost. Permission to cut or break sidewalks and/or concrete shall be obtained from the City prior to start of work. 4. Sleeves shall be installed a minimum of 6" beneath the bottom of the pavement subgrade or 30" from finish surface (36" under roadways), whichever is greater. 5. Mainline sleeving shall be a minimum of 2 times the line size diameter. The sleeve shall have a minimum of 1 inch clearance from the mainline and shall extend a minimum of 18" beyond such pavement unless physically impossible. In-line fittings or couplings shall not be permitted under paved surfaces except when the length of the line is greater than 20 feet. The ends of sleeves shall be capped until piping is laid. d. Line Clearance. 1. All lines shall have a minimum clearance of six (6) inches from each other and from lines of other trades. Parallel lines shall not be installed directly over on another. e. Assemblies. 1. Routing of lateral lines is diagrammatic. Install lines and assemblies in such a manner as to conform with the intent of the drawings, comply with the irrigation details, and provide and complete an operable irrigation system. The Contractor shall not willfully install a system, which will not fulfill the intent of adequate coverage. The Contractor shall be responsible for adjustments to system to achieve adequate coverage at no additional cost to the City. 2. No manifolds shall be allowed in the irrigation system. Each assembly shall have its own outlet. 3. Install all assemblies in accordance with its respective detail. In the absence of a detail or specifications, complete the work in accordance with best standard practice with prior approval of the Landscape Architect of Record or the City Representative. 4. Carefully inspect all PVC pipes and fittings to insure that they are cleaned of dirt, dust, and moisture prior to installation. Solvent welding methods shall be as recommended by the pipe, fitting, and solvent manufacturers. 5. On PVC to metal connections, the Contractor shall work the metal connections first. Teflon tape or approved equal shall be used on all threaded PVC to PVC connections and on threaded PVC to metal joints. Where threaded PVC connections are required, use threaded hardening pipe dope on all threaded plastic -to -metal connections, except where noted otherwise. 6. The Contractor shall construct concrete thrust blocks at all changes in direction on mainlines 3" or larger. Pipe restraints may be used in lieu of thrust blocks on bell and gasket piping. 4. Delete the first sentence of paragraph two (2) of SECTION 308-5.4.3 RISER AND NOZZLE LINE INSTALLATION which states "Risers for oscillation sprinklers and nozzle lines shall be galvanized steel pipe. All other risers may be galvanized steel or Schedule 80 PVC." Replace with: All risers shall be threaded Schedule 80 PVC pipe. " Delete reference to single -swing joint assemblies in paragraph six (6). All riser assemblies shall be a minimum of double -swing joints. Bid # LMD-16-17-21 16 5. Add the following paragraph after paragraph two (2) of SECTION 308-5.4.4 SPRINKLER HEAD ADJUSTMENT. The Contractor shall adjust all irrigation components for optimum performance. There shall be no irrigation water onto walks, or roadways. If it is determined that adjustments in the irrigation equipment will provide proper and more adequate coverage, then adjustments shall be made at no additional cost to the City. Adjustments may also include, but are not limited to: changes in nozzle size, adding heads, or changing the riser locations. 6. Add the following after the first paragraph of SECTION 308-5.5 AUTOMATIC CONTROL SYSTEM INSTALLATION. The location of the controller shall be as shown on the plans and shall be approved by the City Representative before installation. The Contractor shall be responsible for coordinating the electrical service connection and connecting the controller to the power source. Remote control valves shall be connected to the controller in numerical sequence as shown on the plans. 7. Delete the third sentence of the first paragraph of SECTION 308-5.6.2 PIPELINE PRESSURE TEST which states "Pressure mains shall be tested with all control valves to lateral lines closed." Replace with the following: Pressure mains shall be tested prior to the installation of control valves. Lines shall be capped at the control valve connections. Mainlines shall be tested at a pressure of 150 psi for not less than four hours. Lateral lines shall be tested at a pressure of 100 psi for not less than two hours. 8. Add the following to the end of SECTION 308-5.6.4 OPERATIONAL TEST. Any items deemed not acceptable by the City Representative shall be reworked to the complete satisfaction of the City Representative. The Contractor shall have turned over all accessories, charts, record drawings, and equipment as required before the project can be accepted. The Contractor shall provide certification testing for all backflow preventers by a certified backflow prevention technician. Certification shall be conducted in accordance with all State, Federal, and local codes and regulations. The original written certification shall be submitted to the City prior to acceptance of the project. The Contractor shall arrange and pay for all testing and certification. The Contractor shall complete an irrigation coverage test and have written acceptance of the same prior to beginning any planting work with the exception of planting specimen trees and palms. 9. Add the following section: 308-5.6.5 TEMPORARY REPAIRS. The City reserves the right to make temporary repairs as necessary to keep the irrigation in operating condition. The exercise of this right by the City shall not relieve the Contractor of hisiher responsibility under the terms of the guarantee. 10. Add the following to SECTION 308-7 GUARANTEE The Contractor shall repair or replace defective items within a reasonable time frame at no additional cost to the City. Damage to plant materials or adjacent facilities due to defective items or workmanship shall be repaired or replaced at no additional charge to the City Bid # LMD-16-17-21 17 BID SECURITY FORMS FOR CHECK OR BOND TO ACCOMPANY BID NOTE: The following form shall be used in case check accompanies bid. Accompanying this Proposal is a 'certified/cashier's check payable to the order of the City of Santa Clarita for: dollars ($ ), this amount being not less than ten percent (10%) of the total amount of the first contract year (365 days) of this bid. The proceeds of this check shall become the property of said AGENCY provided this Proposal shall be accepted by said AGENCY through action of its legally constituted contracting authorities, and the undersigned shall fail to execute a contract and furnish the required bonds within the stipulated time; otherwise, the check shall be returned to the undersigned. Project Name: IRRIGATION CONSTRUCTION FOR LIVID ZONE T-52 STONECREST SLOPES LMD-16-17-21 Bidder's Signature CONTRACTOR Address City, State, Zip Code Delete the inapplicable work. NOTE: If the bidder desires to use a bond instead of a check, the following form shall be executed. The sum of this bond shall be not less than ten percent (10%) of the total amount of the bid. Bid # LMD-16-17-21 18 PROPOSAL GUARANTEE BID BOND IRRIGATION MAINTENANCE FOR LIVID ZONE T-52 STONECREST SLOPES LMD-16-17-21 City of Santa Clarita, California KNOW ALL MEN BY THESE PRESENTS that as BIDDER, and as SURETY, are held and firmly bound unto the City of Santa Clarita, as AGENCY, in the penal sum of dollars ($ ), which is ten percent (10%) of the total of first contract year (365 days) amount which is bid by BIDDER, to AGENCY for the above -stated project, for the payment of which sum, BIDDER and SURETY agree to be bound, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION ARE SUCH that, whereas BIDDER is about to submit a bid to AGENCY for the above -stated project, if said bid is rejected, or if said bid is accepted and the contract is awarded and entered into by BIDDER in the manner and time specified, then this obligation shall be null and void, otherwise it shall remain in full force and effect in favor of AGENCY. IN WITNESS WHEREAS, the parties hereto have set their names, titles, hands, and seals, this day of 20_ BIDDER SURETY' Subscribed and sworn to this day of 20_ NOTARY PUBLIC 'Provide BIDDER and SURETY name, address, and telephone number and the name, title, address, and telephone number for authorized representative. IMPORTANT - Surety Companies executing Bonds must appear on the Treasury Department's most current list (Circular 570, as amended) and be authorized to transact business in the State where the project is located. Bid # LMD-16-17-21 19 FAITHFUL PERFORMANCE BOND IRRIGATION MAINTENANCE FOR LIVID ZONE T-52 STONECREST SLOPES LMD-16-17-21 City of Santa Clarita, California KNOW ALL MEN BY THESE PRESENTS that , as CONTRACTOR, AND as SURETY, are held and firmly bound unto the City of Santa Clarita, as AGENCY, in the penal sum of dollars ($ ), which is one -hundred (100%) percent of the total amount for the above -stated project, for the payment of which sum, CONTRACTOR and SURETY agree to be bound, jointly and severally, firmly by these presents. For service contracts of a continuing nature, the bond shall be in the amount equal to the amount of the initial contract term. Thereafter, the bond shall be in an amount equal to the annual value of such contract. The term of the bond shall cover the initial contract term. Thereafter, CONTRACTOR and SURETY must submit a new or renewed bond covering each subsequent annual renewal of the contract. THE CONDITIONS OF THIS OBLIGATION ARE SUCH that, whereas CONTRACTOR has been awarded and is about to enter into the annexed Contract Agreement with AGENCY for the above -stated project, if CONTRACTOR faithfully performs and fulfills all obligations under the contract documents in the manner and time specified therein, then this obligation shall be null and void, otherwise it shall remain in full force and effect in favor of AGENCY; provided that any alterations in the obligation or time for completion made pursuant to the terms of the contract documents shall not in any way release either CONTRACTOR or SURETY, and notice of such alterations is hereby waived by SURETY. IN WITNESS WHEREOF, the parties hereto have set their names, titles, hands, and seals, this day of 20_ CONTRACTOR' SURETY' Subscribed and sworn to this day of 20 NOTARY PUBLIC 'Provide CONTRACTOR/SURETY name, address, and telephone number and the name, title, address, and telephone number of authorized representative. Bid # LMD-16-17-21 20 D. SAMPLE CONTRACT MAINTENANCE AGREEMENT (SAMPLE) BETWEEN THE CITY OF SANTA CLARITA AND FOR THIS MAINTENANCE AGREEMENT ("Agreement") is made by and between the CITY OF SANTA CLARITA, a general law city and municipal corporation ("CITY") and , ("CONTRACTOR"). The Parties agree as follows: 1. CONSIDERATION. A. As partial consideration, CONTRACTOR agrees to perform the work listed in the SCOPE OF SERVICES, below, and B. As additional consideration, CONTRACTOR and CITY agree to abide by the terms and conditions contained in this Agreement, and C. As additional consideration, CITY agrees to pay CONTRACTOR on a basis an amount set forth in the attached Exhibit "12," which is incorporated by reference, for CONTRACTOR's services. CITY will pay such amount promptly, but not later than thirty (30) days after receiving CONTRACTOR's invoice. 2. TERM. The term of this Agreement will be from 120 , to 120 The Agreement may be renewed upon mutual consent of the parties. A. CONTRACTOR will perform services listed in the attached Exhibit B. CONTRACTOR will, in a workmanlike manner, furnish all of the labor, technical, administrative, professional and other personnel, all supplies and materials, equipment, printing, vehicles, transportation, office space and facilities, and all tests, testing and analyses, calculation, and all other means whatsoever, except as herein otherwise expressly specified to be furnished by CITY, necessary or proper to perform and complete the work and provide the professional services required of CONTRACTOR by this Agreement. 5I1111119C7ULFWAII1104[eDITUTC]=11 A. If required by applicable state law including, without limitation Labor Code §§ 1720 (as amended by AB 975 (2001)), 1771, 1774, 1775, and 1776, CONTRACTOR must pay its workers prevailing wages. It is CONTRACTOR's responsibility to interpret and implement any prevailing wage requirements and CONTRACTOR agrees to pay any penalty or civil damages resulting from a violation of the prevailing wage laws. In accordance with Labor Code § 1773.2, copies of the prevailing rate of per diem wages are available upon request from CITY's Engineering Division or the website for State of California Prevailing Wage Determination at www.dir.ca.gov/DLSR/PWD. A copy of the prevailing rate of per diem wages must be posted at the job site. B. If this contract is subject to state prevailing wage requirements of the California Labor Code including Sections 1770 and 1773, and the City's California Department of Bid # LMD-16-17-21 21 Industrial Relations (DIR) approved Labor Compliance Program. All covered work classifications required in performance of this contract will be subject to prevailing wage provisions. The Contractors and its subcontractors shall pay not less than the state wage rates. Contractor shall further adhere to the requirements contained in the City of Santa Clarita's Labor Compliance Program. A copy of the Labor Compliance Program is available for review upon request at the Office of the City Clerk. All pertinent state statues and regulations, including, but not limited to those referred to in this contract and in the City's Labor Compliance Program, are incorporated herein as though set forth in their entirety. Additionally, the Contractor is responsible for obtaining a current edition of all applicable state statues and regulations and adhering to the latest editions of such. C. Protection of Resident Workers The City of Santa Clarita actively supports the Immigration and Nationality Act (INA), which includes provisions addressing employment eligibility, employment verification, and nondiscrimination. Under the INA, employers may hire only persons who may legally work in the United States (i.e., citizens and nationals of the U.S.) and aliens authorized to work in the U.S. The employer must verify the identity and employment eligibility of anyone to be hired, which includes completing the Employment Eligibility Verification Form (1-9). The Contractor shall establish appropriate procedures and controls so no services or products under the Contract Documents will be performed or manufactured by any worker who is not legally eligible to perform such services or employment. 5. FAMILIARITY WITH WORK. A. By executing this Agreement, CONTRACTOR represents that CONTRACTOR has: Thoroughly investigated and considered the scope of services to be performed, and Carefully considered how the services should be performed, and Understands the facilities, difficulties, and restrictions attending performance of the services under this Agreement. B. If services involve work upon any site, CONTRACTOR warrants that CONTRACTOR has or will investigate the site and is or will be fully acquainted with the conditions there existing, before commencing the services hereunder. Should CONTRACTOR discover any latent or unknown conditions that may materially affect the performance of the services, CONTRACTOR will immediately inform CITY of such fact and will not proceed except at CONTRACTOR's own risk until written instructions are received from CITY. 6. INSURANCE. A. Before commencing performance under this Agreement, and at all other times this Agreement is effective, CONTRACTOR will procure and maintain the following types of insurance with coverage limits complying, at a minimum, with the limits set forth below: Tvoe of Insurance Commercial general liability: Business automobile liability Workers compensation Limits (combined single) $1,000,000 $1,000,000 Statutory requirement Bid # LMD-16-17-21 22 B. Commercial general liability insurance will meet or exceed the requirements of ISO -CGL Form No. CG 00 01 11 85 or 88. The amount of insurance set forth above will be a combined single limit per occurrence for bodily injury, personal injury, and property damage for the policy coverage. Liability policies will be endorsed to name City, its officials, and employees as "additional insureds" under said insurance coverage and to state that such insurance will be deemed "primary" such that any other insurance that may be carried by City will be excess thereto. Such insurance will be on an "occurrence," not a "claims made," basis and will not be cancelable or subject to reduction except upon thirty (30) days prior written notice to City. C. Automobile coverage will be written on ISO Business Auto Coverage Form CA 00 01 06 92, including symbol 1 (Any Auto). D. CONTRACTOR will furnish to City duly authenticated Certificates of Insurance evidencing maintenance of the insurance required under this Agreement, endorsements as required herein, and such other evidence of insurance or copies of policies as may be reasonably required by City from time to time. Insurance must be placed with insurers with a current A.M. Best Company Rating equivalent to at least a Rating of "AMI." Certificate(s) must reflect that the insurer will provide thirty (30) day notice of any cancellation of coverage. CONTRACTOR will require its insurer to modify such certificates to delete any exculpatory wording stating that failure of the insurer to mail written notice of cancellation imposes no obligation, and to delete the word "endeavor" with regard to any notice provisions. E. Should CONTRACTOR, for any reason, fail to obtain and maintain the insurance required by this Agreement, City may obtain such coverage at CONTRACTOR's expense and deduct the cost of such insurance from payments due to CONTRACTOR under this Agreement or terminate. In the alternative, should CONTRACTOR fail to meet anv of the insurance requirements under this agreement, City may cancel the Agreement immediately with no Denalty. G. Should Contractor's insurance required by this Agreement be cancelled at anv point prior to expiration of the policy. CONTRACTOR must notify City within 24 hours of receipt of notice of cancellation. Furthermore, CONTRACTOR must obtain replacement coverage that meets all contractual requirements within 10 days of the prior insurer's issuance of notice of cancellation. CONTRACTOR must ensure that there is no lapse in coverage. 7. TIME FOR PERFORMANCE. CONTRACTOR will not perform any work under this Agreement until: A. CONTRACTOR furnishes proof of insurance as required under Section 6 of this Agreement, and B. CITY gives CONTRACTOR a written Notice to Proceed. C. Should CONTRACTOR begin work in advance of receiving written authorization to proceed, any such professional services are at CONTRACTOR's own risk. 8. TERMINATION. A. CITY may terminate this Agreement at any time with or without cause. B. CONTRACTOR may terminate this Agreement upon providing written notice to CITY at least thirty (30) days before the effective termination date. Bid # LMD-16-17-21 23 C. Should the Agreement be terminated pursuant to this Section, CITY may procure on its own terms services similar to those terminated. D. By executing this document, CONTRACTOR waives any and all claims for damages that might otherwise arise from CITY's termination under this Section. 9. INDEMNIFICATION. CONTRACTOR agrees to indemnify and hold CITY harmless from and against any claim, action, damages, costs (including, without limitation, attorney's fees), injuries, or liability, arising out of the performance of this agreement by CONTRACTOR. Should CITY be named in any suit, or should any claim be brought against it by suit or otherwise, arising out of performance by CONTRACTOR of services rendered pursuant to this Agreement, CONTRACTOR will defend CITY (at CITY's request and with counsel satisfactory to CITY) and will indemnify CITY for any judgment rendered against it or any sums paid out in settlement or costs incurred in defense otherwise. 10. INDEPENDENT CONTRACTOR. CITY and CONTRACTOR agree that CONTRACTOR will act as an independent contractor and will have control of all work and the manner in which is it performed. CONTRACTOR will be free to contract for similar service to be performed for other employers while under contract with CITY. CONTRACTOR is not an agent or employee of CITY and is not entitled to participate in any pension plan, insurance, bonus or similar benefits CITY provides for its employees. Any provision in this Agreement that may appear to give CITY the right to direct CONTRACTOR as to the details of doing the work or to exercise a measure of control over the work means that CONTRACTOR will follow the direction of the CITY as to end results of the work only. A. All notices given or required to be given pursuant to this Agreement will be in writing and may be given by personal delivery or by mail. Notice sent by mail will be addressed as follows To CITY: City of Santa Clarita 23920 Valencia Boulevard, Suite 300 Santa Clarita, CA 91355 To CONTRACTOR: Name Address City B. When addressed in accordance with this paragraph, notices will be deemed given upon deposit in the United States mail, postage prepaid. In all other instances, notices will be deemed given at the time of actual delivery. C. Changes may be made in the names or addresses of persons to whom notices are to be given by giving notice in the manner prescribed in this paragraph. 12. TAXPAYER IDENTIFICATION NUMBER. CONTRACTOR will provide CITY with a Taxpayer Identification Number. 13. WAIVER. A waiver by CITY of any breach of any term, covenant, or condition contained in this Agreement will not be deemed to be a waiver of any subsequent breach of the same or any other term, covenant, or condition contained in this Agreement, whether of the same or different character. 14. CONSTRUCTION. The language of each part of this Agreement will be construed simply and according to its fair meaning, and this Agreement will never be construed either for or against either party. Bid # LMD-16-17-21 24 15. SEVERABLE. If any portion of this Agreement is declared by a court of competent jurisdiction to be invalid or unenforceable, then such portion will be deemed modified to the extent necessary in the opinion of the court to render such portion enforceable and, as so modified, such portion and the balance of this Agreement will continue in full force and effect. 16. CAPTIONS. The captions of the paragraphs of this Agreement are for convenience of reference only and will not affect the interpretation of this Agreement. 17. WAIVER. Waiver of any provision of this Agreement will not be deemed to constitute a waiver of any other provision, nor will such waiver constitute a continuing waiver. 18. INTERPRETATION. This Agreement was drafted in, and will be construed in accordance with the laws of the State of California, and exclusive venue for any action involving this agreement will be in Los Angeles County. 19. AUTHORITY/MODIFICATION. This Agreement may be subject to and conditioned upon approval and ratification by the Santa Clarita City Council. This Agreement is not binding upon CITY until executed by the City Manager. The Parties represent and warrant that all necessary action has been taken by the Parties to authorize the undersigned to execute this Agreement and to engage in the actions described herein. This Agreement may be modified by written agreement. CITY's City Manager may execute any such amendment on behalf of CITY. 20. ACCEPTANCE OF FACSIMILE SIGNATURES. The Parties agree that this Agreement, agreements ancillary to this Agreement, and related documents to be entered into in connection with this Agreement will be considered signed when the signature of a party is delivered by facsimile transmission. Such facsimile signature will be treated in all respects as having the same effect as an original signature. 21. EFFECT OF CONFLICT. In the event of any conflict, inconsistency, or incongruity between any provision of this Agreement, its attachments, the purchase order, or notice to proceed, the provisions of this Agreement will govern and control. 22. FORCE MAJEURE. Should performance of this Agreement be prevented due to fire, flood, explosion, war, terrorist act, embargo, government action, civil or military authority, the natural elements, or other similar causes beyond the Parties' control, then the Agreement will immediately terminate without obligation of either party to the other. 23. ENTIRE AGREEMENT. This Agreement and its one attachment constitutes the sole agreement between CONTRACTOR and CITY respecting maintenance. To the extent that there are additional terms and conditions contained in Exhibit " " that are not in conflict with this Agreement, those terms are incorporated as if fully set forth above. There are no other understandings, terms or other agreements expressed or implied, oral or written. 24. CONFLICT OF INTEREST. CONSULTANT will comply with all conflict of interest laws and regulations including, without limitation, CITY's conflict of interest regulations. (SIGNATURES ON NEXT PAGE) Bid # LMD-16-17-21 25 IN WITNESS WHEREOF, the parties hereto have executed this contract the day and year first hereinabove written. FOR CONTRACTOR: By: Sample Only — Do Not Sign Print Name & Title Date: FOR CITY OF SANTA CLARITA: KENNETH W. STRIPLIN, CITY MANAGER By: City Manager Date: ATTEST: By: City Clerk Date: APPROVED AS TO FORM: JOSEPH M. MONTES, CITY ATTORNEY 3-2 City Attorney Date: Bid # LMD-16-17-21 26 E. BID SCHEDULE Bid # LMD-16-17-21 27 Stonecrest Slope Irrigation - T52 Quantities List Worksheet (Approximate Values Provided - Please refer to Irrigation Plans for Bid Purposes) Instructions: Please provide totals for each POC below that reflects 'turn -key' pricing per the Irrigation Plans sheets L-1 thru L-6. Existing irrigation valves and control wires will be utilized whenever possible. An estimated number of replacement valves is provided on the'quantities list worksheet'. There is no guarantee expressed or implied as to the quantities or scope of work. POCK Item Item Description Quantity Units Unit Cost DEMOLITION UVR Pipe, Sleeve, & Rotor Removal and Disposal 12,053.00 I.f. $ IRRIGATION - MAINLINE EQUIP Mainline - 3" SCH 40 PVC UVR (Brownline) 2,681.5 I.f. $ Mainline Sleeve - Galvanized Steel, 3"dia 24.0 I.f. $ Gate Valve - Line Size 8 each $ Quick Coupler 4 each $ IRRIGATION -VALVE ZONES Valve Replacements 1.5" (Superior 950) 11 each $ Existing Valve Connection(Connect new pipe, etc) 33 each $ Lateral Line - SCH40 PVC UVR (Brownline) 9,372.8 each $ Sleeves - Galvanized Steel 2.5"dia 96.0 I.f. $ Check Valve 31 each $ Rotors (Hunter PGP Ultra w/ Check Valve) 341 each $ POC #2 Total $ Tota I Bid # LMD-16-17-21 28 Ii14Ei! Item Item Description Quantity Units Unit Cost DEMOLITION UVR Pipe, Sleeve, & Rotor Removal and Disposal 10,201.0 I.f. $ IRRIGATION - MAINLINE EQUIP Mainline - 3" Sched 40 PVC UVR (Brownline) 480.00 I.f. $ Mainline Sleeve - Sched 40 galvanized steel, 3" - I.f. $ Gate Valve - Line Size 2 each $ Quick Coupler 3 each $ IRRIGATION -VALVE ZONES Valve Replacements 1.5" 6 each $ Existing Valve Connection(Connect new pipe, etc) 17 each $ Lateral Lines - SCH 40 PVC UVR (brownline) 9,721.0 each $ Sleeves - Galvanized Steel, 2.5"dia 480.0 I.f. $ Check Valve 71 each $ Rotors (Hunter PGP Ultra w/ Check Valve) 205 each $ POC #4 Total $ Tota I Bid # LMD-16-17-21 29 POC#5 Item Item Description Quantity Units Unit Cost DEMOLITION UVR Pipe, Sleeve, & Rotor Removal and Disposal 7,854.0 I.f. $ IRRIGATION - MAINLINE EQUIP Mainline - 3" Sched 40 PVC UVR (brownline) 899.70 I.f. $ Mainline Sleeve - Sched 40 galvanized steel, 3" - I.f. $ Gate Valve - Line Size 1 each $ Quick Coupler 1 each $ IRRIGATION -VALVE ZONES Valve Replacements 1.5" 5 each $ Existing Valve Connection(Connect new pipe, etc) 16 each $ Lateral Lines - Sched 40 PVC UVR (brownline) 6,954.0 each $ Sleeves - Sched 40 galvanized steel, 2.5" 288.0 I.f. $ Check Valve 46 each $ Rotors (Hunter PGP Ultra w/ Check Valve) 167 each $ POC #5 Total $ Tota I Bid # LMD-16-17-21 30 Alternates Item IRRIGATION MAINTENANCE FOR LIVID ZONE T-52 STONECREST SLOPES LMD-16-17-21 ADDITIONAL PRICING (SHEET #1) DO NOT ADD TO TOTAL Item Description Install 1,000 ft of Irrigation Controller Wire (Labor Included) Valve Replacement (1.5" Superior 950) w/ Replacement Standard Rectangular Valve Box/Lid (Labor Included) Valve Replacement (1.5" Superior 950) Re -use Existing Cover (Labor Included) Irrigation Labor Rate (per hour) Quantity Units 1,000 1 each 1 each 1 each Unit Cost Total Bid # LMD-16-17-21 31 DESIGNATION OF SUBCONTRACTORS IRRIGATION MAINTENANCE FOR LMD ZONE T-52 STONECREST SLOPES LMD-16-17-21 City of Santa Clarita, California Subcontractor Age of firm: DBE STATUS: Certifying Agency: Dollar Value of Work Annual Gross Receipts: Location and Place of Business Bid Schedule Item Nos: Description of Work License No. Exp. Date: / / Phone( ) Subcontractor Age of firm: DBE STATUS: Certifying Agency: Dollar Value of Work Annual Gross Receipts: Location and Place of Business Bid Schedule Item Nos: Description of Work License No. Exp. Date: / / Phone( ) Subcontractor Age of firm: DBE STATUS: Certifying Agency: Dollar Value of Work Annual Gross Receipts: Location and Place of Business Bid Schedule Item Nos: Description of Work License No. Exp. Date: / / Phone( ) NOTE: A contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work, as defined in this chapter, unless currently registered and qualified to perform public work pursuant to Section 1725.5 of the Labor Code. It is not a violation of this section for an unregistered contractor to submit a bid that is authorized by Section 7029.1 of the Business and Professions Code or by Section 10164 or 20103.5 of the Public Contract Code, provided the contractor is registered to perform public work pursuant to Section 1725.5 of the Labor Code at the time the contract is awarded. Bid # LMD-16-17-21 32 DESIGNATION OF SUBCONTRACTORS IRRIGATION MAINTENANCE FOR LMD ZONE T-52 STONECREST SLOPES LMD-16-17-21 City of Santa Clarita, California Subcontractor Age of firm: DBE STATUS: Certifying Agency: Dollar Value of Work Annual Gross Receipts: Location and Place of Business Bid Schedule Item Nos: Description of Work License No. Exp. Date: / / Phone( ) Subcontractor Age of firm: DBE STATUS: Certifying Agency: Dollar Value of Work Annual Gross Receipts: Location and Place of Business Bid Schedule Item Nos: Description of Work License No. Exp. Date: / / Phone( ) Subcontractor Age of firm: DBE STATUS: Certifying Agency: Dollar Value of Work Annual Gross Receipts: Location and Place of Business Bid Schedule Item Nos: Description of Work License No. Exp. Date: / / Phone( ) NOTE: A contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work, as defined in this chapter, unless currently registered and qualified to perform public work pursuant to Section 1725.5 of the Labor Code. It is not a violation of this section for an unregistered contractor to submit a bid that is authorized by Section 7029.1 of the Business and Professions Code or by Section 10164 or 20103.5 of the Public Contract Code, provided the contractor is registered to perform public work pursuant to Section 1725.5 of the Labor Code at the time the contract is awarded. Bid # LMD-16-17-21 33 IRRIGATION MAINTENANCE FOR LIVID ZONE T-52 STONECREST SLOPES LMD-16-17-21 City of Santa Clarita, California The following are the names, addresses, and telephone numbers of three public agencies for which BIDDER has performed work of a similar scope and size within the past 3 years: 2. 3. Name and Address of Owner / Agency Name and Telephone Number of Person Familiar with Project Contract Amount Type of Work Date Completed Name and Address of Owner / Agency Name and Telephone Number of Person Familiar with Project Contract Amount Type of Work Date Completed Name and Address of Owner / Agency Name and Telephone Number of Person Familiar with Project Contract Amount Type of Work Date Completed The following are the names, addresses, and telephone numbers of all brokers and sureties from whom BIDDER intends to procure insurance bonds: Bid # LMD-16-17-21 34 IRRIGATION MAINTENANCE FOR LMD ZONE T-52 STONECREST SLOPES LMD-16-17-21 DOCUMENTS CHECKLIST The following documents are required to be completed and submitted by the Contractor at the times specified by an X opposite each title. If no column is marked, document will not be required. DO NOT send more information than is requested. DO send the REQUESTED information. With Bid Proposal (All Bidders) With Agreement (Awardee only) Prior to Starting Work (Awardee only) X Proposal — electronic X Proof of Contractor's License - license numb7will suffice X Bidder's Bond (MUST be received at City Hall prior to bid due date) X List of Subcontractors — if none, write "n/a'-Do NOT leave blank X References X Bid Schedule — Use the City supplied pricing page only X Pricing pages that require initials X Required certificates/qualifications (as identified in solicitation including but not limited to, License C27 and CLIA certification) X Contract Agreement X Insurance Requirements — Returnon/y if Awardee X Bond for Faithful Performance X Payment Bond (for Labor and Material) X Certification of Public Liability and Property Damage Insurance X Certification of Worker's Compensation Insurance X Certification of Fire and Extended Coverage Insurance X Maintenance Meeting X Emergency Contact Information Bid # LMD-16-17-21 35 ACKNOWLEDGEMENT & ACCEPTANCE OF BID SPECIFICATIONS By providing the three (3) required signatures below, the Contractor acknowledges full understanding, complete agreement to, and accepts in its entirety, all Bid Specifications for the IRRIGATION INSTALLATION WITHIN LIVID ZONE T-52 STONECREST SLOPES. The Contractor will be expected to perform maintenance practices and uphold the standards herein to the established specifications throughout the length of the contract. rinvv ject will be completed on an accelerated work schedule. Work is expected to ithin 21 days of bid award and project completion, including a final turnover all be completed by May 30th, 2017. "Supervisor's Signature: Date: "Estimator's Signature:_ "Owner's Signature *All three signatures required Date: Bid # LMD-16-17-21 36 EXHIBIT A Violation Records 1) The last six (6) months of tailgate safety meeting sign in sheets and topics covered must be made available UPON REQUEST. (Do not send with bid at this time. 2) In the year of 2015, what was the longest stretch of days worked without an accident in the landscape maintenance division? a. 3) Please provide any sustained complaints made to your company within the past four (4) years to Cal -OSHA. a. 4) Please provide any sustained complaints made to your company within the past four (4) years to the California State Contractor Board in regards to your C-27 license. a. Bid # LMD-16-17-21 37 AREA MAP SOLEDAD SLOPE - ZONE T62 Bid # LMD-16-17-21 38 EQUIPMENT LEGEND SYMBOL MANUFACTURER/MODEL # SIZE Q RAINBIRD 33DNP QUICK COUPLER VALVE TO BE INSTALLED PER DETAIL 3/4' BRASS REMOTE CONTROL VALVE SUPERIOR 950 -PRS TO BE INSTALLED PER DETAIL PER PLAN p4 NIBOO T -113-K BRASS GATE VALVE TO BE INSTALLED PER DETAIL LINE SIZE _ IRRIGATION MAINLINE UVR SCHEDULE 40 BROWNLINE TO BE INSTALL ON -GRADE AND SECURE WITH J -HOOK REBAR 01OFT. O.C. MAX. PER PLAN PSI LATERALS SCH 40 PVC PIPE SIZE AS NOTED ON PIAN. BURY 12' BELOW GRADE PER PLAN Lo ------ LATERALS SCH 40 UVR-PVC BROWNUNE PIPE SIZE AS NOTED ON PIAN. SECURE LINE WITH J -HOOK REBAR AT 1OFT O.C. MAX. PER PLAN N KBI IN-LINE SWING CHECK VALVE TO BE INSTALLED WHEN THE RCV IS LOCATED HIGHER THAN THE IRRIGATION HEADS LINE SIZE La KBI IN -UNE SPRING CHECK VALVE TO BE INSTALLED WHEN THE RCV IS LOCATED LOWER THAN THE IRRIGATION HEADS LINE SIZE - - - - - GALVANIZED STEEL PIPE SLEEVE. SLEEVE DIAMETER SIZE SHALL BE TWICE (2X) THE DIAMETER OF THE PIPE BEING SLEEVED. INSTALL PER DETAIL TWICE (2X) LINE SIZE 4NI V� / INSTALL ROTOR HEAD 2FT MIN. FROM SIDEWALK. TYPICAL. II / /O / \ / 3431 / `l � to /�}• SHRUB \t" / C-23 \\3a 3\ ix 3z ROTOR \\\ \\ 3z SHRUB \ \ t \ / \ • t• C-22 x / 19.5 \ 1• / 32 \ \ / \ \ \ l ROTOR\a // / 32 y„\ \ 3A/ 32 t/// SHRUB \y\ 1• 34 / C-26 3a SHRUB ROTOR 469 Tq 4.8 x ROTOR / 32 ' td 32 SHRUB SHRUB 25.5 t" SHRUB 31 31 32 c-zo y1• _ i � / 3s 15.5 ROTOR // / / / �/. / / Y / 3 /2 / J 17 32 / / \ SHRUB C-28 \ /. 22.9 C,[ • 32 J2 32 SHRUB 31UB 32 C-� C R30 3z 19.1 I 31\ \ \ \ ROTOR 22.9 32 u I � \ I \\ 11" 32 \\w \ \ \ \ \ \ \ 32 SHRUB ti' C-19 31 32 / \\1yy `\\\ 32 C -3B 22.9 } , \ 31 \ \ _ _ / hd" \ \ 32 \ \ \ \ ROTOR 32 �\ \ \\\ _tet` / \\\ t \\© 41.2 \31, 32 \ \ \ 32V. 1\\ \\ J2 \�T ' 32 \ 3 \ \\ �\ \ 32 \ 32_ \ T\\ \\ 32 \ 32 _\S\ \\\\ 3A 1. 3z \ 32 \ I \\ \ \ \\ \ 31 31 SLEEVE ALL IRRIGATION LINES 3z \ \ CONCRETE BENCH DRAIN WITH GALVANIZED 3z \ 32 `\ STEEL PIPE. SLEEVE SIZE SHALL BE TWICE / \ 31 \\ \ \ \ \ (2X) THE DIAMETER OF THE PIPE, TYPICAL. \ \ \ \ / \ \ 32 \\ ]4 \/ t� l\ 31 13•�. \\\ 31 \ 31 32 m �• _ _ �\`"I \ \� 3 z \ �32 INSTALL ROTOR HEAD 2FT MIN. W ,/_1 FROM SIDEWALK. TYPICAL SHRUB 32 C-18 R SHRUB 3zC -17 33.1 C-16 \co R 287 ROTOR 28.8 44/SOEDADCq OAn � ROTOR \ \ 32 co MEDIAN,, _ CONNECT TO EXISTING MAINLINE CROSSING FOR W'' MEDIRRIGATION SYSTEM. SNB OUT 7 VALVE ' WIRES AND 1 COMMON. VERIFY EXACT LOCATION OF SLEEVE / MAINLINE CROSSING IN THE FIELD. V IRRIGATION NOTES 1. DRAWING IS DIAGRAMATIC: ALL PIPING, EQUIPMENT, ETC. SHOWN IN PAVED AREAS IS / \ FOR CLARITY DUE TO THE SCALE OF DRAWINGS AND SHALL BE INSTALLED IN PLANTING AREAS. 2. NOTIFY THE LANDSCAPE ARCHITECT IF OBSTRUCTIONS OR GRADE DIFFERENCES ARE PRESENT IN THE FIELD THAT ARE IN CONFLICT WITH THE DRAWINGS. DO NOT PROCEED WITH WORK UNTIL SUCH DISCREPANCIES ARE RESOLVED AND NOTIFICATION TO PROCEED IS GIVEN. 3. PIPE SIZING: PIPE SIZING CALLOUTS ARE SHOWN AT THE UPSTREAM END OF A SEGMENT. ALL PIPE DOWNSTREAM IS SIZED THE SAME UNTIL A NEW SIZING CALLOUT / IS INDICATED. UNLABELLED LATERALS SERVICING FEWER THAN 4 HEADS SHALL BE SIZED 3/4'. 4. PIPE SIZES SHALL CONFORM TO THOSE SHOWN IN SIZING CALLOUTS OR ON THE PIPE SIZING LEGEND. SUBSffNITONS OF SMALLER PIPE SIZES IS NOT PERMITTED 5. REMOTE CONTROL VALVES: CONTRACTOR SWILL UTILIZE / RE -USE EXISTING BRASS REMOTE CONTROL VALVES. COORDINATE WITH CRY'S LANDSCAPE ARCHITECT. 6. VALVE WIRES: THE CONTRACTOR SHALL CONNECT EXISTING VALVE WIRING TO NEWLY INSTALLED VALVES. 7. CONTROLLER: THE CONTRACTOR SHALL REPROGRAM THE EXISTING CONTROLLER TO REFLECT THE NEWLY INSTALLED VALVES. 8. UTILITIES LOCATIONS: PRIOR TO COMMENCING ANY EXCAVATION. THE CONTRACTOR SHALL ASCERTAIN THE LOCATION OF UNDERGROUND UTILITIES. (SERVICE ALERT 1-800-227-2600) 9. ADJUST IRRIGATION NOZZLES AND VALVES FOR OPTIMAL COVERAGE WITH NO RUNOFF ONTO IMPERMEABLE SURFACES. 10. ALL IRRIGATION EQUIPMENT NOT DETAILED SHALL BE INSTALLED PER MANUFACTURER'S / RECOMMENDATIONS AND SPECIFICATIONS INSTALL ROTOR HEAD 2FT MIN. / I: TA TYPN:N.. / IINSTALL ROTOR HEAD 2FT MIN. FROM SIDEWALK. TYPICAL x #� 34 A x SHRUB 44 9.9 34 /(3a SHRUB #7 ROTOR x SHRUB ft 6.1 ROTOR 9 - co2 ��\ ��/-C.9 \\ 0 10' 20' 40' 1' = 20'-0' LANDSCAPE ARCHITECTURE 330 ARDEN AVENUE, STE 103 GLENDALE, CA 91203 323.491.3808 YMNVJmWA SPRINKLER LEGEND H SYMBOL MANUFACTURER/MODEL # NOZZLE RADIUS FT FLOW GPM PRECIPT IN HR PSI Q H F Lo LuWUrn Q H F Q H F Q H F 31 Z 3 HUNTER PGP -I2 -CV 5.0 BLUE 42 42 42 5.00 5.00 5.00 0.55 0.55 0.55 45 © 2 3 HUNTER PGP -I2 -CV MPR -35 35 35 35 1.92 3.81 7.58 0.60 0.60 0.60 45 Q Q 33 HUNTER PGP -I2 -CV MPR -30 30 30 30 1.40 2.96 5.78 0.60 0.63 0.62 45 ®Q ❑x HUNTER PGP -I2 -CV MPR -25 25 25 25 1.00 1.98 3.82 0.62 0.61 0.59 45 00 a, HUNTER PROS-00-PRS40 MP1000-90 14 0.21 0.42 0.84 0.41 0.41 0.41 40 ® ® az HUNTER PROS-00-PRS40 I MP800-90 1 10 0.23 0.42 0.78 0.83 0.81 0.79 40 (1) IN PLANTER AREAS, USE BOTTOM INLET ONLY. (2) INSTALL 12' POP-UP BODY FOR ALL ROTOR HEADS ADJACENT TO SIDEWALK / CURB. 0 10' 20' 40' 1' = 20'-0' LANDSCAPE ARCHITECTURE 330 ARDEN AVENUE, STE 103 GLENDALE, CA 91203 323.491.3808 YMNVJmWA REVISIONS DATE 1. 2. 3. 4. 5. 6. 7. 8. DRAWING STATUS: CONSTRUCTION DOCS. DRAWN BY: JWM CHECKED BY: PROJECT NO. 16-0371 DATE: 2017.02.15 SHEET CONTENTS IRRIGATION PLAN SHEET NUMBER: L-1 N Lo H W Z O Lo LuWUrn V 0w Ji�Q U) 0 0- U) 0 Lu2ZU Z� LuOZa'^ 0/� V) 20 �- U)�UU 0 U) 0 Z Q REVISIONS DATE 1. 2. 3. 4. 5. 6. 7. 8. DRAWING STATUS: CONSTRUCTION DOCS. DRAWN BY: JWM CHECKED BY: PROJECT NO. 16-0371 DATE: 2017.02.15 SHEET CONTENTS IRRIGATION PLAN SHEET NUMBER: L-1 EQUIPMENT LEGEND SYMBOL MANUFACTURER/MODEL # SIZE 0 RAINBIRD 33ONP QUICK COUPLER VALVE TO BE INSTALLED PER DETAIL 3/4" PSI BRASS REMOTE CONTROL VALVE SUPERIOR 950 -PRS TO BE INSTALLED PER DETAIL PER PLAN M NIBCO T -113-K BRASS GATE VALVE TO BE INSTALLED PER DETAIL UNE SIZE F IRRIGATION MAINLINE WR SCHEDULE 40 BROWNUNE TO BE INSTALL ON -GRADE AND SECURE WITH J -HOOK REBAR 01OFT. O.C. MAX. PER PEAR F LATERALS SCH 40 PVC PIPE SIZE AS NOTED ON PLAN. BURY 12' BELOW GRADE PER PLAN F ------ LATERAIS SCH 40 UVR-PVC BROWNUNE PIPE. SIZE AS NOTED ON PIAN. SECURE UNE WITH J -HOOK REBAR AT 10FT O.C. MAX. PER PLAN N KBI IN -UNE SWING CHECK VALVE TO BE INSTALLED WHEN THE RCV IS LOCATED HIGHER THAN THE IRRIGATION HEADS UNE SIZE G KBI IN -UNE SPRING CHECK VALVE TO BE INSTALLED WHEN THE RCV IS LOCATED LOWER THAN THE IRRIGATION HEADS UNE SIZE 5.00 GALVANIZED STEEL PIPE SLEEVE SLEEVE DIAMETER SIZE SHALL BE TWICE (2X) THE DIAMETER OF THE PIPE BEING SLEEVED. INSTALL PER DETAIL TWICE (2X) UNE SIZE SPRINKLER LEGEND SYMBOL MANUFACTURER/MODEL # NOZZLE RADIUS FT FLOW GPM PRECIPT IN HR PSI Q H F LOW WATER USE SHRUBS/G.C. 0 H F 0 H F 0 H F 3t A 31 HUNTER PGP -I2 -CV 5.0 BLUE 42 42 42 5.00 5.00 5.00 0.55 0.55 0.55 45 3z 3z 3z HUNTER PGP -I2 -CV MPR -35 35 35 35 1.92 3.81 7.58 0.60 0.60 0.60 45 S(2 ❑33 HUNTER PGP -I2 -CV MPR -30 30 30 30 1.40 2.96 5.78 0.60 0.63 0.62 45 3a 3a ® HUNTER PGP -I2 -CV MPR -25 25 25 25 1.00 1.98 3.82 0.62 0.61 0.59 45 ® ® 41 HUNTER PROS-00-PRS40 MP1000-90 14 0.21 0.42 0.84 0.41 0.41 0.41 40 ® ® ® HUNTER PROS-00-PRS40 MPOW-90 10 0.23 0.42 0.78 0.83 0.81 0.79 40 (1) IN PLANTER AREAS, USE BOTTOM INLET ONLY. (2) INSTAL. 12' POP-UP BODY FOR ALL ROTOR HEADS ADJACENT TO SIDEWALK / CURB. WATER EFFICIENT LANDSCAPE WORKSHEET (POC #2) HYDROZONE / / PLANTING DESCRIPTION PLANT FACTOR (PF) IRRIGATION METHOD j'RRIGATION EFFICIENCY (IE) ETAF (PF/IE) LANDSCAPE AREA (SF) ETAFxAREA ESTIMATED TOTAL WATER USE (ETWU) REGULAR LANDSCAPE AREAS - ANNUAL ETo=62.84' (CITY OF SANTA CLARITA) LOW WATER USE SHRUBS/G.C. 0.30 ROTOR 0.81 0.3704 1 151,200 56,000.00 1 2,181,804.80 as rrJ^^i WATER EFFICIENT LANDSCAPE WORKSHEET (POC #4) HYDROZONE # /PLANTING DESCRIPTION PLANT FACTOR (PF) IRRIGATION METHOD IRRIGATION EFFICIENCY (IE) ETAF (PF/IE) LANDSCAPE AREA (SF) ETAFxAREA ESTIMATED TOTAL WATER USE (ETWU) REGULAR LANDSCAPE AREAS - ANNUAL ETo=62.84' (CITY OF SANTA CLARITA) LOW WATER USE SHRUBS/G.C.1 0.30 1 ROTOR 1 0.81 10.3704 1 197,400 1 73,111.11 1 2,848,467.38 PER PLAN F ------ LATERALS SCH 40 UVR-PVC BROWNUNE PIPE SIZE AS NOTED ON PLAN. SECURE UNE WITH J -HOOK REBAR AT 10FT O.C. MAX. PER PLAN N KBI IN -UNE SWING CHECK VALVE TO BE INSTALLED WHEN THE RCV IS LOCATED HIGHER THAN THE IRRIGATION HEADS LINE SIZE o KBI IN -UNE SPRING CHECK VALVE TO BE INSTALLED WHEN THE RCV IS LOCATED LOWER THAN THE IRRIGATION HEADS LINE SIZE - - - ----- TOTALS 1 197,400 1 73,111.11 1 2,848,467.38 3, I HUNTER PGP -I2 -CV 5.0 BLUE 42 42 1 5.00 5.00 5.00 0.55 0.55 0.55 E.T.W.U. TOTA 2,848,467.38 3z 3z HUNTER PGP -I2 -CV MAXIMUM ALLOWED WATER ALLOWANCE (MAWAj 3,460,887.86 WATER EFFICIENT LANDSCAPE WORKSHEET (POC #5) HYDROZONE / / PLANTING DESCRIPTION PLANT FACTOR (PF) IRRIGATION METHOD IRRIGATION EFFICIENCY (IE) EF/I (PF/IE) LANDSCAPE AREA (SF) ETAFxAREA ESTIMATED TOTAL WATER USE (ETWU) REGULAR LANDSCAPE AREAS - ANNUAL ETo=62.84' (CITY OF SANTA CLARITA) LOW WATER USE SHRUBS/G.C.1 0.30 1 ROTOR 1 0.81 10.3704 1 128,950 1 47,759.26 1 1,860,738.95 PER PLAN F ------ LATERALS SCH 40 UVR-PVC BROWNUNE PIPE SIZE AS NOTED ON PLAN. SECURE UNE WITH J -HOOK REBAR AT 10FT O.C. MAX. PER PLAN N KBI IN -UNE SWING CHECK VALVE TO BE INSTALLED WHEN THE RCV IS LOCATED HIGHER THAN THE IRRIGATION HEADS LINE SIZE o KBI IN -UNE SPRING CHECK VALVE TO BE INSTALLED WHEN THE RCV IS LOCATED LOWER THAN THE IRRIGATION HEADS LINE SIZE - - - ----- TOTALS 1 128,950 47,759.26 1,860,738.95 3, I HUNTER PGP -I2 -CV 5.0 BLUE 42 42 1 5.00 5.00 5.00 0.55 0.55 0.55 E.T.W.U. TOTA 1,860,738.95 3z 3z HUNTER PGP -I2 -CV MAXIMUM ALLOWED WATER ALLOWANCE (MAWAj 2,250,797.82 IRRIGATION NOTES 1. DRAWING IS DIAGRAMATIC: ALL PIPING, EQUIPMENT, ETC. SHOWN IN PAVED AREAS IS FOR CLARITY DUE TO THE SCALE OF DRAWINGS AND SHALL BE INSTALLED IN PLANTING AREAS. 2. NOTIFY THE LANDSCAPE ARCHITECT IF OBSTRUCTIONS OR GRADE DIFFERENCES ARE PRESENT IN THE FIELD THAT ARE IN CONFLICT WITH THE DRAWINGS. DO NOT PROCEED WITH WORK UNTIL SUCH DISCREPANCIES ARE RESOLVED AND NOTIFICATION TO PROCEED IS GIVEN. 3. PIPE SIZING: PIPE SIZING CALLOUTS ARE SHOWN AT THE UPSTREAM END OF A SEGMENT. ALL PIPE DOWNSTREAM IS SIZED THE SAME UNTIL A NEW SIZING CALLOUT IS INDICATED. UNLABELLED LATERALS SERVICING FEWER THAN 4 HEADS SHALL BE SIZED 3/4'. 4. PIPE SIZES SHALL CONFORM TO THOSE SHOWN IN SIZING CALLOUTS OR ON THE PIPE SIZING LEGEND. SUBSTITUTIONS OF SMALLER PIPE SIZES IS NOT PERMITTED 5. REMOTE CONTROL VALVES: CONTRACTOR SHALL UTILIZE / RE -USE DOSITNG BRASS REMOTE CONTROL VALVES. COORDINATE WITH CIIYS LANDSCAPE ARCHITECT. S. VALVE WIRES: THE CONTRACTOR SHALL CONNECT EXISTING VALVE WIRING TO NEWLY INSTALLED VALVES. 7. CONTROLLER: THE CONTRACTOR SHALL REPROGRAM THE EXISTING CONTROLLER TO REFLECT THE NEWLY INSTALLED VALVES. B. UTILITIES LOCATIONS: PRIOR TO COMMENCING ANY EXCAVATION, THE CONTRACTOR SHALL ASCERTAIN THE LOCATION OF UNDERGROUND UTILITIES. (SERVICE ALERT 1-800-227-2600) 9. ADJUST IRRIGATION NOZZLES AND VALVES FOR OPTIMAL COVERAGE WITH NO RUNOFF ONTO IMPERMEABLE SURFACES. 10. ALL IRRIGATION EQUIPMENT NOT DETAILED SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND SPECIFICATIONS \\44° J1 \ T 31 31 \ 32 / SHRUB \\ \ W i#• C-4 SHRUB �\ �\ 1R1V27 C_3 //}. �,,.•[ R 19.1 / �/ \"N. ROTOR /SHRUB C-2 3E t} 22.9 3z \ ROTOR 32\ \11 Ili \ \ 11 34 / \ \ N% SHRUB y#\� INSTALL ROTOR HEAD 2FT MIN. ]z \ / FROM SIDEWALK. TYPICAL. �\ � ROTOR // \\, SEQUOIA RD. POC/4 EXISTING POC EQUIPMENT. 2 CONTRACTOR TO VERIFY SIZE �® AND LOCATION IN THE FIELD. 22! 21 I / 2 I / / I CONNECT TO EXISTING MAINLINE AND VALVE WIRES. VERIFY SHRUB EXACT LOCATION IN THE FIELD. Kil SHRUB SHRUB 9 UB SHRUB SHRUB SHRUB 8-14 9 R1U5 SHRUB 304 SHRU9 8-10 8-13 SHRUB ROTOR B-7 SH® ® 40.7 40.7 ® 28O 38.1 B-16 B-17 \ B-9 40.7 40.7 ROTOR t \- 45.8 B ROTOR ROTOR ROTOR ROTOR 2TO ROTOR RQfOR 40.7 3z _ RSR 17.8 SHRUB " ROTOR 32 - _ / t#' �!� ROTO 8-18 _ / 12„ 1 ®� �•• 3z _ �. ,T' ,3° __'2 \38.1 / 32 32 / � l 100,� J1 \ \ \ 1 \t\ az. n 1�. Iz° iz° iz• 12" / % } \ --- 32 \ I 31III III 1 /// \ 32 /2. �III II 31 III 3 ----3, - __-,f° 3, 31 32 1� 31 \\ \\1#. 31 12- 1 \`\ 1 1z 3; 12" I2• 12" 12 a, # / / . 31 31 31 IF III III \ \ 31 I I 1 31 1 I I I / / / 31i \`\ \ SLEEVE ALL IRRIGATION LINES THAT CROSS I I I I `\3f° CONCRETE BENCH DRAIN WITH GALVANIZED I 1 1 12° \ STEEL PIPE SLEEVE SIZE SHALL BE TWICE 12' Iz° Iz° /t}' (2X) THE DIAMETER OF THE PIPE, TYPICAL 1 1 1 1 / / / \ 31 31 31 3 Al 1}- - _ 14 31 III 31 I I / Al. 131 Go / 31 /i#" �4/ \ • \ III /// `\ \ 31 � / I 31 __ \ f' 41 31 31 31 AA- 31 31 \\ �4• / / / \\? \\ 31 �\ Jt \\\\i 31 I` ob Oe°qo F O� 74 \\ __ 31 31 _ j- 31 _ 31 _ 1\ 31\ 31 _x EXISTING CHNNLINK FENCE PROTECT IN PLACE. SPG\\ Vw� ()Vv RPMP EQUIPMENT LEGEND SYMBOL MANUFACTURER/MODEL # SIZE Q RAINBIRD 33DNP QUICK COUPLER VALVE TO BE INSTALLED PER DETAIL 3/4' BRASS REMOTE CONTROL VALVE SUPERIOR 950 -PRS TO BE INSTALLED PER DETAIL PER PLAN IN NIBCO T -113-K BRASS GATE VALVE TO BE INSTALLED PER DETAIL LINE SIZE RADIUS FT IRRIGATION MAINLINE UVR SCHEDULE 40 BROWNUNE TO BE INSTALL ON -GRADE AND SECURE WITH J -HOOK REBAR 01OFT. O.C. MAX. PER PLAN PSI LATERALS SCH 40 PVC PIPE SIZE AS NOTED ON PLAIN. BURY 12' BELOW GRADE. PER PLAN F ------ LATERALS SCH 40 UVR-PVC BROWNUNE PIPE SIZE AS NOTED ON PLAN. SECURE UNE WITH J -HOOK REBAR AT 10FT O.C. MAX. PER PLAN N KBI IN -UNE SWING CHECK VALVE TO BE INSTALLED WHEN THE RCV IS LOCATED HIGHER THAN THE IRRIGATION HEADS LINE SIZE o KBI IN -UNE SPRING CHECK VALVE TO BE INSTALLED WHEN THE RCV IS LOCATED LOWER THAN THE IRRIGATION HEADS LINE SIZE - - - ----- GALVANIZED STEEL PIPE SLEEVE. SLEEVE DIAMETER SIZE SHAIl BE TWICE (2X) THE DIAMETER OF THE PIPE BEING SLEEVED. INSTALL PER DETAIL TWICE (2X) LINE SIZE 0 10' 20' 40' 1' = 20,-0' LANDSCAPE ARCHITECTURE 330 ARDEN AVENUE, STE 103 GLENDALE, CA 91203 323.491.3808 YMNVJmWA N Lo SPRINKLER LEGEND H SYMBOL MANUFACTURER/MODEL If NOZZLE RADIUS FT FLOW GPM PRECIPT IN HR PSI Q H F LLIWurn Q H F Q H F Q H F J1 J1 3, I HUNTER PGP -I2 -CV 5.0 BLUE 42 42 42 5.00 5.00 5.00 0.55 0.55 0.55 45 3z 3z HUNTER PGP -I2 -CV MPR -35 35 35 35 1.92 3.81 7.58 0.60 0.60 0.60 45 Q 33 JJ HUNTER PGP -I2 -CV MPR -30 30 30 30 1.40 2.96 5.78 0.60 0.63 0.62 45 ®IB) 3a HUNTER PGP -I2 -CV MPR -25 25 25 25 1.00 1.98 3.82 0.62 0.61 0.59 45 ® ® a, HUNTER PROS-00-PRS40 MPIOOO-90 14 0.21 0.42 0.64 0.41 0.41 0.41 40 ® ® az HUNTER PROS-00-PRS40 MPBOO-90 10 0.23 0.42 0.78 0.83 0.81 0.79 40 (1) (2) IN PLANTER AREAS, USE BOTTOM INLET ONLY. INSTALL 12' POP-UP BODY FOR ALL ROTOR HEADS ADJACENT TO SIDEWALK / CURB. 0 10' 20' 40' 1' = 20,-0' LANDSCAPE ARCHITECTURE 330 ARDEN AVENUE, STE 103 GLENDALE, CA 91203 323.491.3808 YMNVJmWA REVISIONS DATE 1. 2. 3. 4. 5. 6. 7. 8. DRAWING STATUS: CONSTRUCTION DOCS. DRAWN BY: JWM CHECKED BY: PROJECT NO. 16-0371 DATE: 2017.02.15 SHEET CONTENTS: IRRIGATION PLAN SHEET NUMBER: L-3 N Lo H W `^ Z O Lo LLIWurn V ow J as ri EQUIPMENT LEGEND SYMBOL MANUFACTURER/MODEL # SIZE Q RAINBIRD 33DNP QUICK COUPLER VALVE TO BE INSTALLED PER DETAIL 3/4' BRASS REMOTE CONTROL VALVE SUPERIOR 950 -PRS TO BE INSTALLED PER DETAIL PER PLAN �N NIBCO T -113-K BRASS GATE VALVE TO BE INSTALLED PER DETAIL UNE SIZE 9� _ IRRIGATION MAINLINE UVR SCHEDULE 40 BRDWNUNE TO BE INSTALL ON -GRADE AND SECURE WITH J -HOOK REBAR 01OFF. O.C. MAX. PER PLAN PRECIPT IN HR LATERALS SCH 40 PVC PIPE SIZE AS NOTED ON PLAN. BURY 12' BELOW GRADE PER PLAN H ------ LATERALS SCH 40 UVR-PVC BROWNUNE PIPE. SIZE AS NOTED ON PLAN. SECURE UNE WITH J -HOOK REBAR AT 1OFT O.C. MAX. PER PLAN N KBI IN -UNE SWING CHECK VALVE TO BE INSTALLED WHEN THE RCV IS LOCATED HIGHER THAN THE IRRIGATION HEADS UNE SIZE 0 KBI IN -UNE SPRING CHECK VALVE TO BE INSTALLED WHEN THE RCV IS LOCATED LOWER THAN THE IRRIGATION HEADS UNE SIZE ----- GALVANIZED STEEL PIPE SLEEVE SLEEVE DIAMETER SIZE SHALL BE TWICE (2X) THE DIAMETER OF THE PIPE BEING SLEEVED. INSTALL PER DETAIL TWICE (2X) UNE SIZE IRRIGATION NOTES 1. DRAWING IS DIAGRAMATIC: ALL PIPING, EQUIPMENT, ETC. SHOWN IN PAVED AREAS IS FOR CLARITY DUE TO THE SCALE OF DRAWINGS AND SHALL BE INSTALLED IN PLANTING AREAS. 2. NOTIFY THE LANDSCAPE ARCHITECT IF OBSTRUCTIONS OR GRADE DIFFERENCES ARE PRESENT IN THE FIELD THAT ARE IN CONFLICT WITH THE DRAWINGS. DO NOT PROCEED WITH WORK UNTIL SUCH DISCREPANCIES ARE RESOLVED AND NOTIFICATION TO PROCEED IS GIVEN. 3. PIPE SIZING: PIPE SIZING CALLOUTS ARE SHOWN AT THE UPSTREAM END OF A SEGMENT. ALL PIPE DOWNSTREAM IS SIZED THE SAME UNTIL A NEW SIZING CALLOUF IS INDICATED. UNLABELLED LATERALS SERVICING FEWER THAN 4 HEADS SHALL BE SIZED 3/4-. 4. PIPE SIZES SHALL CONFORM TO THOSE SHOWN IN SIZING CALLOUTS OR ON THE PIPE SIZING LEGEND. SUBSTITUTIONS OF SMALLER PIPE SIZES IS NOT PERMITTED 5. REMOTE CONTROL VALVES: CONTRACTOR SHALL UTILIZE / RE -USE EXISTING BRASS REMOTE CONTROL VALVES. COORDINATE WITH CITYS LANDSCAPE ARCHITECT. 6. VALVE WIRES: THE CONTRACTOR SHALL CONNECT EXISTING VALVE WIRING TO NEWLY INSTALLED VALVES. 7. CONTROLLER: THE CONTRACTOR SHALL REPROGRAM THE EXISTING CONTROLLER TO REFLECT THE NEWLY INSTALLED VALVES. B. UTILITIES LOCATIONS: PRIOR TO COMMENCING ANY EXCAVATION. THE CONTRACTOR SHALL ASCERTAIN THE LOCATION OF UNDERGROUND UTILITIES. (SERVICE ALERT 1-800-227-2600) 9. ADJUST IRRIGATION NOZZLES AND VALVES FOR OPTIMAL COVERAGE WITH NO RUNOFF ONTO IMPERMEABLE SURFACES. 10. ALL IRRIGATION EQUIPMENT NOT DETAILED SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS I EXISTING CONTROL LOCAT0 SEQUpI q Rp. \ \ \ =z SHRUB 8-19 SHRUB SHRU / \ \ \ \ \ B-20 B-21 SHRUB \ \ \\ 45.8 B-22 SHRUB \ \ u \ ROTOR 45.8 40.7 B-23SHRUB SHRUB \\ ROTOR R 45.8 EM 3 \ \ ,i• \ \ \ ROTOR 45.8 B-25 BHRZB SHRUB RUB I \ \ \ \ 32 ROTOR 45.8 B-27 B-28 / \� `-`I•� ROTOR 40.7 ® 45.8 SHRUB 32� ROTOR 40.7 \ 4&• \\ `\`\` \��.� \\\ 3z \\ ROTOR- A-1 m \`\ `m h. /Z• / �� V�\//�\�\ \1�.\\ ROTOR 31 32/// ///j• /di• /z /z• /2"\\\\ `.•10, \\ \ SHRUB ' _ _ / ;3 - ///J1 /// /// /// / az \ \ \ ` \ \ 1\ `\ ` 3z \ 38.1 SHRUB A-3 SHRUB / / / 1 ° �� `\ \ 1°\\� SHRUB SHRUB \ 31 / / ti" \ \ \,� 3z A-4 A-6 A-6 SHRUB ` /z' /2. / / / ` 31 32 \ 1- 25.5 p_7 SHRUB SHRUB / /z / / / / / / ` \ \ \ 1• \� ` - \ ROTOR 25.5 22.9 28.0 A-8 A-9 SHRUB SHRUB /z• / / / \ \ \,� \ ROTOR RpTpg 28.0 A-10 /z• z / / / 1f'`\\ \\ / \\ ROTOR 33.1 30.5 ® 1.5- `�`\`\` Ra / • /2• /. / `\ 32 /z. \\�� ]z --- ROTOR ROTOR 35.6 ROTOR / if / / z /2• 3, \ \ / ROTOR 135.61 31 14 If if if 1R" --31 /// Jt J - Y / / \\ 32 \L° / at /// /// /// 3+ i - (- - 1i" J1 \ \ \ 13 az 1 d. / / 1 d /2. 12' /2. Iz \ \ 3, / / / \. 3 32 -- l al 1I I 1 1 I I I 31 � \\ 31 y p V� # �\ `\`1• //z" % �2. Viz° //" / % \\`\\ \\m \ 34'I`- at -- az 1// "--4••3z 3,\\ 31 if if / if /2" if f \\\ \\---r-//z 1111/I II Ill 1 111 \ / / / / / SLEEVE ALL IRRIGATION LINES THAT CROSS \ \ \ / I I l T '-• 31 31 / / CONCRETE BENCH DRAIN WITH GALVANIZED 1 / I STEEL PIPE SLEEVE SIZE SL BE TWICE \\ 31 (2X) THE DIAMETER OF THE PIPE, TYPIGL1 • \ \ \ \ \ \ \ 11d" 1 / /2" I 1 - I • I 31 - 1d / /// / -31 - \ 31\ 1 12. /2 12 12. 11" 31 31 31 / / jr- 31/ - 31 N 31 31 1d"`\\ 31 \\\\ " 31 3, 1-1f" 1 -/1k- 4 31 \\ \\ 3 / /2° \\\ \\`"��_ 31 --- Ill /// 1/1 Il 31..1- \� 31 31 31 31 31 1 I 1 I+� / 2 12- 31 1}•```` 31 - 31 1d" _ d. \ 31 \ \`� 31 1 31 31 \\\ \V\`- 31 -•--- 31 ----t--_ J 1 d I TT•)) -7p__1 \ d d 11 1 \\ \ 31 / / / \ � -- ]ti \\�• 31 1/1 "11 3 1 Q \\ / / / ``\ \\ Rq• 31 ----- 1 111 - _A" J 31 \ d1 \ / 31 1 31 \` `-1� /z.. \71 \\\ \\\ 3 �1 �r f' -- 131 1 IllLu if if Lu 31 if X 31 - 31 \y 1 1 i I i Lu L \\ 31 \ 31 /// \\ ,\\\ \ 31 �1�• �11• /1l. 2• 1 co 31 \ \\ `��`3 1Z• 31 a \`131 31 31 31 �� W \ \ \ / U d\ Ilk 3, -A" w 31 `-\1. 31 \\ 1#" 31 y1 �• _ 31 '" - - J1r � / \ '�° d - l 31 \1d" / \\ \\\ � 31 III pL 3 \\\ \1 \\ 13' \ 3, \ / I \L: - 31 \ \ \ y I I 31 \ 31 \ \\\ /A. /1d. Ilk `" 1 \\ ` 31 - 31 31°---- 31 1• 7• Id I 31 \\\t--- J1 J1 - - - - - - - 313-31---�-- 31 1i' 31 31 `. 311\ 1 t" -- 31 \ I \\ 1 \\ 1 31 -\\ _L--- 31 - -1 31 FW \YOFFR qMp Rij y 0 10' 20' 40' 1' = 20'-0' LANDSCAPE ARCHITECTURE 330 ARDEN AVENUE, STE 103 I GLENDALE, CA 91203 323.491.3808 YMNVJMWACIXA N Lo SPRINKLER LEGEND H W SYMBOL MANUFACTURER/MODEL # NOZZLE RADIUS FT FLOW GPM PRECIPT IN HR PSI Q H F Zor LU U Q H F Q H F Q H F Ji�Q 31 J+ © HUNTER PGP -I2 -CV 5.0 BLUE 42 42 42 5.00 5.00 5.00 0.55 0.55 0.55 45 3z 3z 0 HUNTER PGP -I2 -CV MPR -35 35 35 35 1.92 3.81 7.58 0.60 0.60 0.60 45 33 Q 0 HUNTER PGP -I2 -CV MPR -30 30 30 30 1.40 2.96 5.78 0.60 0.63 0.62 45 3a 3a ® HUNTER PGP -I2 -CV MPR -25 25 25 25 1.00 1.98 3.82 0.62 0.61 0.59 45 ®® Z a+ HUNTER PROS-00-PRS40 mploo0-90 14 0.21 0.42 0.84 0.41 0.41 0.41 40 ® ® ® HUNTER PROS-00-PRS40 MPBW-90 10 0.23 0.42 0.78 0.83 0.81 0.79 40 (1) (2) IN PLANTER AREAS, USE BOTTOM INLET ONLY. INSTALL 12' POP-UP BODY FOR ALL ROTOR HEADS ADJACENT TO SIDEWALK / CURB. IRRIGATION NOTES 1. DRAWING IS DIAGRAMATIC: ALL PIPING, EQUIPMENT, ETC. SHOWN IN PAVED AREAS IS FOR CLARITY DUE TO THE SCALE OF DRAWINGS AND SHALL BE INSTALLED IN PLANTING AREAS. 2. NOTIFY THE LANDSCAPE ARCHITECT IF OBSTRUCTIONS OR GRADE DIFFERENCES ARE PRESENT IN THE FIELD THAT ARE IN CONFLICT WITH THE DRAWINGS. DO NOT PROCEED WITH WORK UNTIL SUCH DISCREPANCIES ARE RESOLVED AND NOTIFICATION TO PROCEED IS GIVEN. 3. PIPE SIZING: PIPE SIZING CALLOUTS ARE SHOWN AT THE UPSTREAM END OF A SEGMENT. ALL PIPE DOWNSTREAM IS SIZED THE SAME UNTIL A NEW SIZING CALLOUF IS INDICATED. UNLABELLED LATERALS SERVICING FEWER THAN 4 HEADS SHALL BE SIZED 3/4-. 4. PIPE SIZES SHALL CONFORM TO THOSE SHOWN IN SIZING CALLOUTS OR ON THE PIPE SIZING LEGEND. SUBSTITUTIONS OF SMALLER PIPE SIZES IS NOT PERMITTED 5. REMOTE CONTROL VALVES: CONTRACTOR SHALL UTILIZE / RE -USE EXISTING BRASS REMOTE CONTROL VALVES. COORDINATE WITH CITYS LANDSCAPE ARCHITECT. 6. VALVE WIRES: THE CONTRACTOR SHALL CONNECT EXISTING VALVE WIRING TO NEWLY INSTALLED VALVES. 7. CONTROLLER: THE CONTRACTOR SHALL REPROGRAM THE EXISTING CONTROLLER TO REFLECT THE NEWLY INSTALLED VALVES. B. UTILITIES LOCATIONS: PRIOR TO COMMENCING ANY EXCAVATION. THE CONTRACTOR SHALL ASCERTAIN THE LOCATION OF UNDERGROUND UTILITIES. (SERVICE ALERT 1-800-227-2600) 9. ADJUST IRRIGATION NOZZLES AND VALVES FOR OPTIMAL COVERAGE WITH NO RUNOFF ONTO IMPERMEABLE SURFACES. 10. ALL IRRIGATION EQUIPMENT NOT DETAILED SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS I EXISTING CONTROL LOCAT0 SEQUpI q Rp. \ \ \ =z SHRUB 8-19 SHRUB SHRU / \ \ \ \ \ B-20 B-21 SHRUB \ \ \\ 45.8 B-22 SHRUB \ \ u \ ROTOR 45.8 40.7 B-23SHRUB SHRUB \\ ROTOR R 45.8 EM 3 \ \ ,i• \ \ \ ROTOR 45.8 B-25 BHRZB SHRUB RUB I \ \ \ \ 32 ROTOR 45.8 B-27 B-28 / \� `-`I•� ROTOR 40.7 ® 45.8 SHRUB 32� ROTOR 40.7 \ 4&• \\ `\`\` \��.� \\\ 3z \\ ROTOR- A-1 m \`\ `m h. /Z• / �� V�\//�\�\ \1�.\\ ROTOR 31 32/// ///j• /di• /z /z• /2"\\\\ `.•10, \\ \ SHRUB ' _ _ / ;3 - ///J1 /// /// /// / az \ \ \ ` \ \ 1\ `\ ` 3z \ 38.1 SHRUB A-3 SHRUB / / / 1 ° �� `\ \ 1°\\� SHRUB SHRUB \ 31 / / ti" \ \ \,� 3z A-4 A-6 A-6 SHRUB ` /z' /2. / / / ` 31 32 \ 1- 25.5 p_7 SHRUB SHRUB / /z / / / / / / ` \ \ \ 1• \� ` - \ ROTOR 25.5 22.9 28.0 A-8 A-9 SHRUB SHRUB /z• / / / \ \ \,� \ ROTOR RpTpg 28.0 A-10 /z• z / / / 1f'`\\ \\ / \\ ROTOR 33.1 30.5 ® 1.5- `�`\`\` Ra / • /2• /. / `\ 32 /z. \\�� ]z --- ROTOR ROTOR 35.6 ROTOR / if / / z /2• 3, \ \ / ROTOR 135.61 31 14 If if if 1R" --31 /// Jt J - Y / / \\ 32 \L° / at /// /// /// 3+ i - (- - 1i" J1 \ \ \ 13 az 1 d. / / 1 d /2. 12' /2. Iz \ \ 3, / / / \. 3 32 -- l al 1I I 1 1 I I I 31 � \\ 31 y p V� # �\ `\`1• //z" % �2. Viz° //" / % \\`\\ \\m \ 34'I`- at -- az 1// "--4••3z 3,\\ 31 if if / if /2" if f \\\ \\---r-//z 1111/I II Ill 1 111 \ / / / / / SLEEVE ALL IRRIGATION LINES THAT CROSS \ \ \ / I I l T '-• 31 31 / / CONCRETE BENCH DRAIN WITH GALVANIZED 1 / I STEEL PIPE SLEEVE SIZE SL BE TWICE \\ 31 (2X) THE DIAMETER OF THE PIPE, TYPIGL1 • \ \ \ \ \ \ \ 11d" 1 / /2" I 1 - I • I 31 - 1d / /// / -31 - \ 31\ 1 12. /2 12 12. 11" 31 31 31 / / jr- 31/ - 31 N 31 31 1d"`\\ 31 \\\\ " 31 3, 1-1f" 1 -/1k- 4 31 \\ \\ 3 / /2° \\\ \\`"��_ 31 --- Ill /// 1/1 Il 31..1- \� 31 31 31 31 31 1 I 1 I+� / 2 12- 31 1}•```` 31 - 31 1d" _ d. \ 31 \ \`� 31 1 31 31 \\\ \V\`- 31 -•--- 31 ----t--_ J 1 d I TT•)) -7p__1 \ d d 11 1 \\ \ 31 / / / \ � -- ]ti \\�• 31 1/1 "11 3 1 Q \\ / / / ``\ \\ Rq• 31 ----- 1 111 - _A" J 31 \ d1 \ / 31 1 31 \` `-1� /z.. \71 \\\ \\\ 3 �1 �r f' -- 131 1 IllLu if if Lu 31 if X 31 - 31 \y 1 1 i I i Lu L \\ 31 \ 31 /// \\ ,\\\ \ 31 �1�• �11• /1l. 2• 1 co 31 \ \\ `��`3 1Z• 31 a \`131 31 31 31 �� W \ \ \ / U d\ Ilk 3, -A" w 31 `-\1. 31 \\ 1#" 31 y1 �• _ 31 '" - - J1r � / \ '�° d - l 31 \1d" / \\ \\\ � 31 III pL 3 \\\ \1 \\ 13' \ 3, \ / I \L: - 31 \ \ \ y I I 31 \ 31 \ \\\ /A. /1d. Ilk `" 1 \\ ` 31 - 31 31°---- 31 1• 7• Id I 31 \\\t--- J1 J1 - - - - - - - 313-31---�-- 31 1i' 31 31 `. 311\ 1 t" -- 31 \ I \\ 1 \\ 1 31 -\\ _L--- 31 - -1 31 FW \YOFFR qMp Rij y 0 10' 20' 40' 1' = 20'-0' LANDSCAPE ARCHITECTURE 330 ARDEN AVENUE, STE 103 I GLENDALE, CA 91203 323.491.3808 YMNVJMWACIXA REVISIONS DATE 1. 2. 3. 4. 5. 6. 7. 8. DRAWING STATUS: CONSTRUCTION DOCS. DRAWN BY: JWM CHECKED BY: PROJECT NO. 16-0371 DATE: 2017.02.15 SHEET CONTENTS: IRRIGATION PLAN SHEET NUMBER: L-4 N Lo H W Z In � Zor LU U 0wR Ji�Q U) 0 W U Lu z UZWZ Z� WOZa 0 o 1 U)�UU C-0 VJ 0 Z Q REVISIONS DATE 1. 2. 3. 4. 5. 6. 7. 8. DRAWING STATUS: CONSTRUCTION DOCS. DRAWN BY: JWM CHECKED BY: PROJECT NO. 16-0371 DATE: 2017.02.15 SHEET CONTENTS: IRRIGATION PLAN SHEET NUMBER: L-4 1 1 1 / Iz^ 1 1 / \p0% S�Q _ ?�o • �0 �q LANDSCAPE C/ ARCHITECTURE 330 ARDEN AVENUE, STE 103 - I GLENDALE, CA 91203 \ 323.491.3808 - YMNVJMWACIXA SHRUB A-12 48.4 ROTOR SHRUB X14 SHRUB \ \S /2• 1}� 40.7 A-15 �\ \\\ 38,1 SHRUB 32 / SHRUB / SHRUB SHRUB A-19 38.1 MOW& ROTOR / ROTOR / JZ... t -0 3z / 112 I2, Iz -yam 1 _1' 32 32 -� - i 3d 1 ,#• 32 -- ___ 31 - Y - i% 32 31 32 \\I#• / / / 12• 32 31 -- 31 -�- ,- / I • \\ 111 32 3A 31 - ,•__- J - - - __ _ � 32 1• �\` / 1• 31 1/1 _--- 31 31 31 1 / / / 31 / 1 I 31 Ir \\\ 1 1 \ ''1 \ 31 111 31 31 31 Ilk 31 \ i#^ 31 _ 31 11 \ 31j 31 \\ 31%- 31 31 31 _ - 31 OFF PROTECT IN PLACE Rp,�P SLEEVE ALL IRRIGATION UNES THAT THE DIAMETER OF THE PIPE, -! j 111 __-_7#• -_ EQUIPMENT LEGEND 32_`` ROTOR A-16 SHRUB / 111 3/4' 3T A-17 PER PUN M4 \ \ .. 3z ROTO OR L 30.5 IRRIGATION MNNUNE UVR SCHEDULE 40 BROWNUNE TO BE INSTALL ON -GRADE AND SECURE WITH J -HOOK REBAR 01OFT. O.C. MAX. PER PIAN PSI LATERALS SCH 40 PVC PIPE SIZE AS NOTED ON PLAN. BURY 12' BELOW GRADE. PER PUN T; \ \ PER PIAN N KBI IN -UNE SWING CHECK VALVE TO BE INSTALLED WHEN THE RCV IS LOCATED HIGHER THAN THE IRRIGATION HEADS UNE SIZE M KBI IN -UNE SPRING CHECK VALVE TO BE INSTALLED WHEN THE RCV IS LOCATED LOWER THAN THE IRRIGATION HEADS UNE SIZE 32 / SHRUB / SHRUB SHRUB A-19 38.1 MOW& ROTOR / ROTOR / JZ... t -0 3z / 112 I2, Iz -yam 1 _1' 32 32 -� - i 3d 1 ,#• 32 -- ___ 31 - Y - i% 32 31 32 \\I#• / / / 12• 32 31 -- 31 -�- ,- / I • \\ 111 32 3A 31 - ,•__- J - - - __ _ � 32 1• �\` / 1• 31 1/1 _--- 31 31 31 1 / / / 31 / 1 I 31 Ir \\\ 1 1 \ ''1 \ 31 111 31 31 31 Ilk 31 \ i#^ 31 _ 31 11 \ 31j 31 \\ 31%- 31 31 31 _ - 31 OFF PROTECT IN PLACE Rp,�P SLEEVE ALL IRRIGATION UNES THAT THE DIAMETER OF THE PIPE, -! j 111 __-_7#• -_ EQUIPMENT LEGEND SYMBOL MANUFACTURER/MODEL # SIZE Q RAINBIRD 33DNP WICK COUPLER VALVE TO BE INSTALLED PER DETAIL 3/4' BRASS REMOTE CONTROL VALVE SUPERIOR 950 -PRS TO BE INSTALLED PER DETAIL PER PUN M4 NIBCO T -113-K BRASS GATE VALVE TO BE INSTALLED PER DETAIL UNE SIZE - SIZIi _ IRRIGATION MNNUNE UVR SCHEDULE 40 BROWNUNE TO BE INSTALL ON -GRADE AND SECURE WITH J -HOOK REBAR 01OFT. O.C. MAX. PER PIAN PSI LATERALS SCH 40 PVC PIPE SIZE AS NOTED ON PLAN. BURY 12' BELOW GRADE. PER PUN F _ _ _ _ _ _ LITERALS SCH 40 UVR-PVC BROWNUNE PIPE SIZE AS NOTED ON PLAN. SECURE UNE WITH J -HOOK REBA R AT 1 OFT O.C. MAX. PER PIAN N KBI IN -UNE SWING CHECK VALVE TO BE INSTALLED WHEN THE RCV IS LOCATED HIGHER THAN THE IRRIGATION HEADS UNE SIZE M KBI IN -UNE SPRING CHECK VALVE TO BE INSTALLED WHEN THE RCV IS LOCATED LOWER THAN THE IRRIGATION HEADS UNE SIZE GALVANIZED STEEL PIPE SLEEVE. SLEEVE DIAMETER SIZE SHALL BE TWICE (2X) THE DIAMETER OF THE PIPE BEING SLEEVED. INSTALL PER DETAIL TWICE (2X) UNE SIZE IRRIGATION NOTES 1. DRAWING IS DIAGRALIATIC: ALL PIPING, EQUIPMENT, ETC. SHOWN IN PAVED AREAS IS FOR CLAR1IY DUE TO THE SCALE OF DRAWINGS AND SHALL BE INSTALLED IN PLANTING AREAS. 2. NOTIFY THE LANDSCAPE ARCHITECT IF OBSTRUCTIONS OR GRADE DIFFERENCES ARE PRESENT IN THE FIELD THAT ARE IN CONFECT WITH THE DRAWINGS. DO NOT PROCEED WITH WORK UNTIL SUCH DISCREPANCIES ARE RESOLVED AND NOTIFICATION TO PROCEED IS GIVEN. 3. PIPE SIZING: PIPE SIZING CALLOUTS ARE SHOWN AT THE UPSTREAM END OF A SEGMENT. ALL PIPE DOWNSTREAM IS SIZED THE SAME UNTIL A NEW SIZING CALLOUT IS INDICATED. UNLABELLED LATERALS SERVICING FEWER THAN 4 HEADS SHALL BE SIZED 3/4'. 4. PIPE SIZES SHALL CONFORM TO THOSE SHOWN IN SIZING CALLOUTS OR ON THE PIPE SIZING LEGEND. SUBSTITUTIONS OF SMALLER PIPE SIZES IS NOT PERMITTED 5. REMOTE CONTROL VALVES: CONTRACTOR SHALL UTIUZE / RE -USE EXISTING BRASS REMOTE CONTROL VALVES. COORDINATE WITH CTIYS LANDSCAPE ARCHITECT. 6. VALVE WIRES: THE CONTRACTOR SHALL CONNECT EXISTING VALVE WIRING TO NEWLY INSTALLED VALVES. 7. CONTROLLER: THE CONTRACTOR SHALL REPROGRAM THE EXISTING CONTROLLER TO REFLECT THE NEWLY INSTALLED VALVES. 8. UTILITIES LOCATIONS: PRIOR TO COMMENCING ANY EXCAVATION, THE CONTRACTOR SHALL ASCERTAIN THE LOCATION OF UNDERGROUND UTILITIES. (SERVICE ALERT 1-800-227-2600) 9. ADJUST IRRIGATION NOZZLES AND VALVES FOR OPTIMAL COVERAGE WITH NO RUNOFF ONTO IMPERMEABLE SURFACES. 10. ALL IRRIGATION EQUIPMENT NOT DETAILED SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS 0 10' 20' 40' 1' = 20'-0' N Lo SPRINKLER LEGEND I - SYMBOL MANUFACTURER/MODEL # NOZZLE RADIUS FT FLOW GPM PRECIPT IN HR PSI 0 H F WWUrn 0 H F 0 H F 0 y1 3t 31 HUNTER PGP -I2 -CV 5.0 BLUE 42 42 42 5.00 5.00 5.00 0.55 LLN 45Jz yz 3z HUNTER PGP -I2 -CV MPR -35 35 35 35 1.92 3.81 7.58 0.60 Z 4533 WOZa Q 0 HUNTER PGP -I2 -CV MPR -30 30 30 30 1.40 2.96 5.78 0.60 tF 45Ja L1J 3a ® HUNTER PGP -I2 -CV MPR -25 25 25 25 1.00 1.98 3.82 0.6245® - cn ® a1 HUNTER PROS-00-PRS40 MP10DO-90 14 0.21 0.42 0.84 0.41 Q 40® ® 9 HUNTER PROS-00-PR540 MPBW-90 10 0.23 0.42 0.78 0.83 40 (1) (2) IN PLANTER AREAS, USE BOTTOM INLET ONLY. INSTALL 12' POP-UP BODY FOR ALL ROTOR HEADS ADJACENT TO SIDEWALK / CURB. 0 10' 20' 40' 1' = 20'-0' REVISIONS DATE 1. 2. 3. 4. 5. 6. 7. 8. DRAWING STATUS: CONSTRUCTION DOCS. DRAWN BY: JWM CHECKED BY: PROJECT NO. 16-0371 DATE: 2017.02.15 SHEET CONTENTS: IRRIGATION PLAN SHEET NUMBER: L-5 N Lo I - Lu Z O Lo WWUrn owR0 as rJ^i SCH. FINE GRADE STAINLESS STEEL FINISH GRADE (TOP OF CLAMPS (2) ANTI DRAIN CHECK VALVE ROUND PLASTIC VALVE BOX ar, W/ LOCKING TOP (HEAT BRANDED 'QC' HEAVY DUTY GALV. STE¢ FINE GRADE BRANDW 'OC IN 2 LETTERS) « . i •, ; ROUND PLASTIC VALVE BOX FINISH GRADE (TOP OF 'i��=--�« REWIRED) SPECIFIED MULCH) STEP 2: APPLY SCOTCHLdC Y SPRING CONNECTOR IN A d_OCKWISE DIRECTION. + « UVR-PVC NIPPLE III= BkANDED 'GV IN 3' LETTERS) QUICK CWPUNG VALVE- j3 REBAR 30" LONG —III— (REFER TO LEGEND)III—III+ III— — = PVC CLASS 160 PIPE (MIN. 4' PIPE SCH. 80 PVC NIPPLE ((TYP.) III 'I (LENGTH AS REWIRED)— 4: POSITION WIRES IN WIRE CHANNELS AND CLOSE INSULATOR TUBE COVER. City of Santa Clarita BRICK CONT. (TYP.)(1 OF 4) I 2' -III �'I GATE VALVE (REFER TO MIN 8' MIN. WITH MIN. 18" INTO SOIL ON SCH. 80 PVC 2" NIPPLE LEGEND) 01 � i -I III 1 I � I- DO9NWARD SIDE. SCALE SCH. 40 PV7C�TEEON(SXSX OR O O a O � I I NOTE INSTALAPPROVAL L SHRUB HEADS AT 90' ANGLE TO SLOPE NS L1NE� � �cp�00�� SYMBOL ON PLAN SCH. 80 PVC NIPPLE (TYP.) IRRIGATION SUPPLY O�� I "Jr HOOKED REBAR PIPE STABILIZERS SHALL BE SECURING BI o O O° � (LENGTH AS REWIRED) 0 NANCY E 9FIANCE, MD A9YN61NA10R p/�7E`1'OF\ SCH. BO PVC 3" NIPPLE AT EACH RISER AND WITHIN 12" FROM CENTER SCH. 40 PVC 90 ELLS (TXTxTYP.) 0o O STANDARD PLAN UNE OF RISER. 1" X 3/16'X30" ANGLE IRON )an IRRIGATION SUPPLY LINE (TYP.) APPROVAL: PEA GRAVEL SUMP 2 C.F. MIN o 12" DEPTH MIN. fi NOTE: SET BOX 3" ABOVE FINE GRADE IN SHRUB/GROUNDCOVER AREAS, ROTOR SCH. 80 PVC UNION AND FLUSH WITH WALKS CURBS, ETC. IN TURF AREAS. 01 � (TXT)(TYP.) SYMBOL ON PLAN City of Santa Clarita STANDARD QUICK COUPLING VALVE � • ✓ Cit of Santa Clarita STAN/DA`R/D`P/LAN 9 6p9 91N}I �� APP99HM: 4 A NNIC1' E 96NXiE. I1D A9YN61NA10R p/OE Z Z j SHEET `1 ,OF` 1 � ADAPTOR (TYP.) LocAnoN : scALE NOTE: GATE VALVE TO BE CENTERED WITHIN ACCESS SLEEVE. 9A1E SHEET 1 OF 1 NOTE: SET BOX 3' ABOVE FINE GRADE IN SHRUB/GRWNDCOVER AREAS, Nor m scHE ■. AND FLUSH WITH WALKS, CURBS, ETC. IN TURF AREAS. SCALE � • ✓ SYMBOL ON PLAN NOT ro SCNE GATE VALVE Cit of Santa Clarita STAVNDAVRDVPLAN A APPROVAL w1w,y E o¢en�, un eoNns18a1a8 a1re ^ ^ ^ SHEET 1 OF 1 � LocnnoN : SCALE ®•-�' NOT ro scue ro scHE m scHE SCH. FINE GRADE STAINLESS STEEL FINISH GRADE (TOP OF CLAMPS (2) ANTI DRAIN CHECK VALVE ROUND PLASTIC VALVE BOX ar, W/ LOCKING TOP (HEAT BRANDED 'QC' HEAVY DUTY GALV. STE¢ FINE GRADE BRANDW 'OC IN 2 LETTERS) « . i •, ; ROUND PLASTIC VALVE BOX FINISH GRADE (TOP OF 'i��=--�« REWIRED) SPECIFIED MULCH) STEP 2: APPLY SCOTCHLdC Y SPRING CONNECTOR IN A d_OCKWISE DIRECTION. + « UVR-PVC NIPPLE III= BkANDED 'GV IN 3' LETTERS) QUICK CWPUNG VALVE- j3 REBAR 30" LONG —III— (REFER TO LEGEND)III—III+ III— — = PVC CLASS 160 PIPE (MIN. 4' PIPE SCH. 80 PVC NIPPLE ((TYP.) III 'I (LENGTH AS REWIRED)— 4: POSITION WIRES IN WIRE CHANNELS AND CLOSE INSULATOR TUBE COVER. City of Santa Clarita BRICK CONT. (TYP.)(1 OF 4) I 2' -III �'I GATE VALVE (REFER TO MIN 8' MIN. WITH MIN. 18" INTO SOIL ON SCH. 80 PVC 2" NIPPLE LEGEND) 01 � i -I III 1 I � I- DO9NWARD SIDE. SCALE SCH. 40 PV7C�TEEON(SXSX OR O O a O � I I NOTE INSTALAPPROVAL L SHRUB HEADS AT 90' ANGLE TO SLOPE NS L1NE� � �cp�00�� SYMBOL ON PLAN SCH. 80 PVC NIPPLE (TYP.) IRRIGATION SUPPLY O�� I "Jr HOOKED REBAR PIPE STABILIZERS SHALL BE SECURING BI o O O° � (LENGTH AS REWIRED) 0 NANCY E 9FIANCE, MD A9YN61NA10R p/�7E`1'OF\ SCH. BO PVC 3" NIPPLE AT EACH RISER AND WITHIN 12" FROM CENTER SCH. 40 PVC 90 ELLS (TXTxTYP.) 0o O STANDARD PLAN UNE OF RISER. 1" X 3/16'X30" ANGLE IRON )an IRRIGATION SUPPLY LINE (TYP.) APPROVAL: PEA GRAVEL SUMP 2 C.F. MIN o 12" DEPTH MIN. fi NOTE: SET BOX 3" ABOVE FINE GRADE IN SHRUB/GROUNDCOVER AREAS, ROTOR SCH. 80 PVC UNION AND FLUSH WITH WALKS CURBS, ETC. IN TURF AREAS. 01 � (TXT)(TYP.) SYMBOL ON PLAN City of Santa Clarita STANDARD QUICK COUPLING VALVE � • ✓ Cit of Santa Clarita STAN/DA`R/D`P/LAN 9 6p9 91N}I �� APP99HM: 4 A NNIC1' E 96NXiE. I1D A9YN61NA10R p/OE Z Z j SHEET `1 ,OF` 1 � ADAPTOR (TYP.) LocAnoN : scALE NOTE: GATE VALVE TO BE CENTERED WITHIN ACCESS SLEEVE. 9A1E SHEET 1 OF 1 NOTE: SET BOX 3' ABOVE FINE GRADE IN SHRUB/GRWNDCOVER AREAS, Nor m scHE ■. AND FLUSH WITH WALKS, SCH. GALVANIZED STEEL PIPE ROTOR HEAD PER PLAN FINISH GRADE (TOP OF THE DIAMETER OF THE PVC ANTI DRAIN CHECK VALVE SPECIFIED MULCH) ar, /4 REBAR 'J HOOK. INSTALL WITH A HEAVY DUTY GALV. STE¢ FINE GRADE MINIMUM OF 24" INTO SOIL O 8" FROM « . i •, ; ROUND PLASTIC VALVE BOX I �IIIIIIII II II III I I VIII—I I I III I III I I DRAINAGE 'V- DITCH 'i��=--�« REWIRED) W// LOCKING TOP ((HEAT STEP 2: APPLY SCOTCHLdC Y SPRING CONNECTOR IN A d_OCKWISE DIRECTION. �—_III—III UVR-PVC NIPPLE III= BkANDED 'GV IN 3' LETTERS) 3: INSERT SPLICE TO BOTTOM OF GEL -FILLED TUBE. CHECK TO MAKE SURE j3 REBAR 30" LONG —III— 1- MIN (TYP.) — = PVC CLASS 160 PIPE (MIN. 4' PIPE SLEEVE ACROSS V—DITCH III 'I DIA. AND LENGTH AS REWIRED) 4: POSITION WIRES IN WIRE CHANNELS AND CLOSE INSULATOR TUBE COVER. City of Santa Clarita IrHOOK RADIUS -INSTALL -III �'I GATE VALVE (REFER TO fi 8' MIN. WITH MIN. 18" INTO SOIL ON NO MORE THAN 10' LEGEND) 01 � i -I III 1 I � I- DO9NWARD SIDE. SCALE MIN BRICK CONT. (TYP.) (1 OF 4) I I NOTE INSTALAPPROVAL L SHRUB HEADS AT 90' ANGLE TO SLOPE � • ✓ SYMBOL ON PLAN SCH. 80 PVC NIPPLE (TYP.) "Jr HOOKED REBAR PIPE STABILIZERS SHALL BE SECURING °O � (LENGTH AS REWIRED) SPACED NO MORE THAN 10' O.C. WITH ONE NANCY E 9FIANCE, MD A9YN61NA10R p/�7E`1'OF\ 1 AT EACH RISER AND WITHIN 12" FROM CENTER of 0o O STANDARD PLAN UNE OF RISER. R )an IRRIGATION SUPPLY LINE (TYP.) APPROVAL: NOT ro SCALE o SYMBOL ON PLAN fi ROTOR SCH. 80 PVC UNION SHEET 1 OF 1 01 � (TXT)(TYP.) LacAnaN : City of Santa Clarita STANDARD PEA GRAVEL SUMP � • ✓ 2 C.F. MIN. -12' DEPTH MIN. `xPLAN NOT ro SCNE SCH 40 PVC MALE ADAPTOR (TYP.) fi A NOTE: GATE VALVE TO BE CENTERED WITHIN ACCESS SLEEVE. 9A1E SHEET 1 OF 1 NOTE: SET BOX 3' ABOVE FINE GRADE IN SHRUB/GRWNDCOVER AREAS, 01 � ■. AND FLUSH WITH WALKS, CURBS, ETC. IN TURF AREAS. SCALE � • ✓ SYMBOL ON PLAN NOT ro SCNE GATE VALVE Cit of Santa Clarita STAVNDAVRDVPLAN A APPROVAL w1w,y E o¢en�, un eoNns18a1a8 a1re ^ ^ ^ SHEET 1 OF 1 � LocnnoN : SCALE ®•-�' NOT ro scue ro scHE SCH. GALVANIZED STEEL PIPE ROTOR HEAD PER PLAN FINISH GRADE (TOP OF THE DIAMETER OF THE PVC ANTI DRAIN CHECK VALVE SPECIFIED MULCH) ar, /4 REBAR 'J HOOK. INSTALL WITH A HEAVY DUTY GALV. STE¢ FINE GRADE MINIMUM OF 24" INTO SOIL O 8" FROM « . i •, ; ROUND PLASTIC VALVE BOX I �IIIIIIII II II III I I VIII—I I I III I III I I DRAINAGE 'V- DITCH 'i��=--�« REWIRED) W// LOCKING TOP ((HEAT STEP 2: APPLY SCOTCHLdC Y SPRING CONNECTOR IN A d_OCKWISE DIRECTION. �—_III—III UVR-PVC NIPPLE III= BkANDED 'GV IN 3' LETTERS) 3: INSERT SPLICE TO BOTTOM OF GEL -FILLED TUBE. CHECK TO MAKE SURE j3 REBAR 30" LONG —III— 1- MIN (TYP.) — = PVC CLASS 160 PIPE (MIN. 4' PIPE SLEEVE ACROSS V—DITCH III 'I DIA. AND LENGTH AS REWIRED) 4: POSITION WIRES IN WIRE CHANNELS AND CLOSE INSULATOR TUBE COVER. City of Santa Clarita IrHOOK RADIUS -INSTALL -III �'I GATE VALVE (REFER TO fi 8' MIN. WITH MIN. 18" INTO SOIL ON NO MORE THAN 10' LEGEND) 01 � i -I III 1 I � I- DO9NWARD SIDE. SCALE MIN BRICK CONT. (TYP.) (1 OF 4) I I NOTE INSTALAPPROVAL L SHRUB HEADS AT 90' ANGLE TO SLOPE � • ✓ SYMBOL ON PLAN SCH. 80 PVC NIPPLE (TYP.) "Jr HOOKED REBAR PIPE STABILIZERS SHALL BE SECURING °O � (LENGTH AS REWIRED) SPACED NO MORE THAN 10' O.C. WITH ONE NANCY E 9FIANCE, MD A9YN61NA10R p/�7E`1'OF\ 1 AT EACH RISER AND WITHIN 12" FROM CENTER of 0o O STANDARD PLAN UNE OF RISER. R )an IRRIGATION SUPPLY LINE (TYP.) APPROVAL: NOT ro SCALE o SYMBOL ON PLAN fi ROTOR SCH. 80 PVC UNION SHEET 1 OF 1 01 � (TXT)(TYP.) LacAnaN : City of Santa Clarita STANDARD PEA GRAVEL SUMP � • ✓ 2 C.F. MIN. -12' DEPTH MIN. `xPLAN NOT ro SCNE SCH 40 PVC MALE ADAPTOR (TYP.) fi A NOTE: GATE VALVE TO BE CENTERED WITHIN ACCESS SLEEVE. 9A1E SHEET 1 OF 1 NOTE: SET BOX 3' ABOVE FINE GRADE IN SHRUB/GRWNDCOVER AREAS, 01 � ■. AND FLUSH WITH WALKS, CURBS, ETC. IN TURF AREAS. SCALE � • ✓ SYMBOL ON PLAN NOT ro SCNE GATE VALVE Cit of Santa Clarita STAVNDAVRDVPLAN A APPROVAL w1w,y E o¢en�, un eoNns18a1a8 a1re ^ ^ ^ SHEET 1 OF 1 � LocnnoN : SCALE ®•-�' NOT ro scue LANDSCAPE ARCHITECTURE 330 ARDEN AVENUE, STE 103 LOCKING 'COVER GLENDALE, CA 91203 323.491.3808 YMNVJmWA N H Lu Z N Y! Ww�rn ow�V _j>�¢ U)0o� U)av� Lugzv - z< UZwz wOZa o �Uw ��UU Z Q REVISIONS DATE 1. 2. 3. 4. 5. 6. 7. 8. DRAWING STATUS: CONSTRUCTION DOCS. DRAWN BY: JWM CHECKED BY: PROJECT NO. 10-0371 DATE: 2017.02.15 SHEET CONTENTS: IRRIGATION DETAILS SHEET NUMBER: L-6 FINISH GRADE (TOP OF SPECIFIED MULCH) .4 '« . ' FINE GRADE 3' MIN —= 3M-DBY WIRE CONNECTOR (TYP.) 11c 24" EXCESS CONTROL WIRING 3' MIN RE//CTANGULAR PLASTIC VALVE BOX BOTH �HRIGATION CONTROL VALVE) I I— SIDES LECTRIC CONTROL VALVE WITH PRS 3" MI MIN IRRIGATION LATERAL LINE $O SCH 40 PVC 45" ELL (S X S) O• O � op m oc c �• 1 COMMON WIRE FILTER FABRIC SCH. 80 PVC UNION (TXT) PEA GRAVEL SUMP 2 C.F. MIN 12" DEPTH MIN. SCH. 80 PVC NIPPLE TYP.) (LENGTH AS REWIRED SCH. 40 PVC TEE s x s x T) OR 90" ELL (S % SCH. 40 PVC 90' ELL (T % T) BRICK CONT. (TYP.)(1 OF 4) IRRIGATION SUPPLY LINE (TYP.) CONTROL WIRES NOTE: SET BOX 3" ABOVE FINE GRADE IN SHRUB/GRWNDCOVER AREAS, AND FLUSH WITH WALKS, CURBS, ETC. IN NRF AREAS. NOTE: NUMBER OF CONTROL AND COMMON MARES AND SIZE OF MAIN TO BE AS NOTED ON PLAN. SYMBOL ON PLAN AUTOMATIC VALVE W/PRS � Cit of Santa Clarita STANDARD `PLAN 6p9 91N}I �� APPROVAL Z Z j 9 4 A NNIC1' E 96NINE. OD A9YN61NA10R OAIE SHEET `1 ,OF` 1 � LocAnoN : SCALE NOT SCALE DISTANCE FROM BUILDINGS OR FENCES (LENGTH AS REWIRED) DISTANCE FROM 12'f1" SIDEWALKS, CURBS OR HEADERBOARDS 6"t1' � FINISH GRADE (TOP OF . / SPECIFIED MULCH) « .'«'. «'.'« FINE GRADE {- i{ }« POP-UP SPRAY HEAD III MATH ANTI -DRAIN VALVE. SET TOP OF HEAD FLUSH MATH SIDEWALK, CURB OR HEADERBOARD SCH. 80 PVC NIPPLE (LENGTH AS REQUIRED) SCH. 40 PVC T X T 90 ELL SCH. 40 PVC T X T 90 STREET ELL LATERAL LINE PIPE 8" SCH. BO PVC NIPPLE SCH. 40 PVC T X T 90 STREET ELL SCH. 40 PVC 90' ELL (SXT) OR TEE (SXSXn D NOTE: ALL THREADED JOINTS TO RECQVE TEFLON TAPE. -6"/12" POP — U P ASSEMBLY SYMBOL ON PLAN Cit of Santa Clarita STAN/DA`R/D`P/LAN 6p9 91N}I �� APP99NM: Z Z j 9 4 A NNIC1' E 96NXiE. I1D A9YN61NA10R p/OE SH, `EET' `1 ,OF` 1 � LOCATION : SCALE NOT GALVANIZED STEEL PIPE ROTOR HEAD PER PLAN THE DIAMETER OF THE PVC ANTI DRAIN CHECK VALVE PIPE ar, /4 REBAR 'J HOOK. INSTALL WITH A HEAVY DUTY GALV. STE¢ /4 REBAR "J" MINIMUM OF 24" INTO SOIL O 8" FROM PUNCH-LOK FASTENER 2 I �IIIIIIII II II III I I VIII—I I I III I III I I DRAINAGE 'V- DITCH INTO SOIL ON REWIRED) NOTE: ALL SLEEVES TO RUN A MIN. OF 12' STEP 2: APPLY SCOTCHLdC Y SPRING CONNECTOR IN A d_OCKWISE DIRECTION. BEYOND THE CONCRETE V -DITCH UVR-PVC NIPPLE STEP 3: INSERT SPLICE TO BOTTOM OF GEL -FILLED TUBE. CHECK TO MAKE SURE j3 REBAR 30" LONG UVR-PVC TEE OR ELL CONNECTOR HAS BEEN PUSHED PAST LOCKING FINGERS AND IS SEATED AT THE 'J* HOOKED REBAR PIPE SLEEVE ACROSS V—DITCH J4 REBAR 24' LONG WITH STEP 4: POSITION WIRES IN WIRE CHANNELS AND CLOSE INSULATOR TUBE COVER. City of Santa Clarita IrHOOK RADIUS -INSTALL fi 8' MIN. WITH MIN. 18" INTO SOIL ON NO MORE THAN 10' O.C. 01 � i -I III 1 I � I- DO9NWARD SIDE. SCALE I I NOTE INSTALAPPROVAL L SHRUB HEADS AT 90' ANGLE TO SLOPE � • ✓ SYMBOL ON PLAN NOT ro "Jr HOOKED REBAR PIPE STABILIZERS SHALL BE SECURING ON GRADE PIPE SPACED NO MORE THAN 10' O.C. WITH ONE NANCY E 9FIANCE, MD A9YN61NA10R p/�7E`1'OF\ 1 AT EACH RISER AND WITHIN 12" FROM CENTER of Santa Clarita LacAnoN : STANDARD PLAN UNE OF RISER. A APPROVAL: NOT ro SCALE SYMBOL ON PLAN fi ROTOR HEAD ON GRADE SHEET 1 OF 1 01 � ■. LacAnaN : City of Santa Clarita STANDARD SCALE � • ✓ `xPLAN NOT ro SCNE fi A NANCY E 9¢ANCE, uo A9MNamAidt 9A1E SHEET 1 OF 1 01 � ■. LacAnoN : SCALE � • ✓ NOT ro SCNE GALVANIZED STEEL PIPE SLEEVE SIZE TO BE TWICE THE DIAMETER OF THE PVC O UVR PVC IRRIGATION PIPE PIPE ar, /4 REBAR 'J HOOK. INSTALL WITH A /4 REBAR "J" MINIMUM OF 24" INTO SOIL O 8" FROM EACH END OF GALVANIZED SLEEVING. I �IIIIIIII II II III I I VIII—I I I III I III I I DRAINAGE 'V- DITCH INTO SOIL ON NOTE: ALL SLEEVES TO RUN A MIN. OF 12' STEP 2: APPLY SCOTCHLdC Y SPRING CONNECTOR IN A d_OCKWISE DIRECTION. BEYOND THE CONCRETE V -DITCH DOWNWARD SIDE O 10' O.C. STEP 3: INSERT SPLICE TO BOTTOM OF GEL -FILLED TUBE. CHECK TO MAKE SURE SYMBOL ON PLAN CONNECTOR HAS BEEN PUSHED PAST LOCKING FINGERS AND IS SEATED AT THE 'J* HOOKED REBAR PIPE SLEEVE ACROSS V—DITCH STEP 4: POSITION WIRES IN WIRE CHANNELS AND CLOSE INSULATOR TUBE COVER. City of Santa Clarita STAYNDAXRDYPLAN fi Dov sen}e �,� APPROYALt A NANCY E 9¢ANCE, uo A9MNamAidt 9�1E / \ / \ / \ SHEET 1 OF 1 NO MORE THAN 10' O.C. 01 � ■. LacAnoN : SCALE City of Santa Clarita � • ✓ SYMBOL ON PLAN NOT ro A TWO WIRES THREE WIRES O UVR PVC IRRIGATION PIPE ar, /4 REBAR "J" HOOK INSTALL 2 ALL MID -RUN SPLICES ARE TO BE ENCLOSED IN A SPLICE BOX. WITH MIN. 18' INTO SOIL ON STEP 2: APPLY SCOTCHLdC Y SPRING CONNECTOR IN A d_OCKWISE DIRECTION. DOWNWARD SIDE O 10' O.C. STEP 3: INSERT SPLICE TO BOTTOM OF GEL -FILLED TUBE. CHECK TO MAKE SURE CONNECTOR HAS BEEN PUSHED PAST LOCKING FINGERS AND IS SEATED AT THE 'J* HOOKED REBAR PIPE BOTTOM OF THE TUBE. STEP 4: POSITION WIRES IN WIRE CHANNELS AND CLOSE INSULATOR TUBE COVER. STABILIZERS SHALL BE SPACED SYMBOL ON PUN NO MORE THAN 10' O.C. 3M DBY WIRE CONNECTOR City of Santa Clarita STANDARD PLAN SYMBOL ON PLAN A SECURING ON GRADE PIPE fi NANCY E 9FIANCE, MD A9YN61NA10R p/�7E`1'OF\ 1 City of Santa Clarita LacAnoN : STANDARD PLAN A APPROVAL: NOT ro SCALE fi NANCY E 9¢ANCE, uo A9MNamAidt 9�1E SHEET 1 OF 1 01 � ■. LacAnaN : SCALE � • ✓ NOT ro SCNE TWO WIRES THREE WIRES ar, NOTES: 1. MAXIMUM WIRE SIZES PER CONNECTOR ARE 3-/14'S OR 2-/12'S. 2 ALL MID -RUN SPLICES ARE TO BE ENCLOSED IN A SPLICE BOX. STEP 1: STRIP WIRES )i" FROM ENDS STEP 2: APPLY SCOTCHLdC Y SPRING CONNECTOR IN A d_OCKWISE DIRECTION. STEP 3: INSERT SPLICE TO BOTTOM OF GEL -FILLED TUBE. CHECK TO MAKE SURE CONNECTOR HAS BEEN PUSHED PAST LOCKING FINGERS AND IS SEATED AT THE BOTTOM OF THE TUBE. STEP 4: POSITION WIRES IN WIRE CHANNELS AND CLOSE INSULATOR TUBE COVER. SYMBOL ON PUN 3M DBY WIRE CONNECTOR City of Santa Clarita STANDARD PLAN A APPROVAL• fi NANCY E 9FIANCE, MD A9YN61NA10R p/�7E`1'OF\ 1 01 � ■. LacAnoN : SCALE � • ✓ NOT ro SCALE