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HomeMy WebLinkAboutC-9483-2 - Cathodic Protection Upgrades ProjectCITY OF NEWPORT BEACH NOTICE INVITING BIDS Sealed bids shall be submitted electronically via PlanetBids to office of the City Clerk, 100 Civic Center Drive, Newport Beach, CA 92660 Before 10:00 AM on the 30th day of September , 2025, at which time such bids shall be opened and read for CATHODIC PROTECTION UPGRADES PROJECT Contract No. 9483-2 $3,900,000 Engineer's Estimate ,/Jaynes M. Houlihan putt' PWD/City Engineer Prospective bidders may obtain Bid Documents, Project Specifications and Plans via PlanetBids: http://www.planetbids.com/mortal/portal.cfm?CompanylD=22078 Contractor License Classification(s) required for this project: "A" and "C-10" For further information, call Ben Davis, Project Manager at (949) 644-3317 BID INFORMATION IS AVAILABLE ON THE CITY WEBSITE: https://www.newportbeachca.gov/government/data-hub/online-services/bids-rfps-vendor- reqistration City of Newport Beach CATHODIC PROTECTION UPGRADES PROJECT Contract No. 9483-2 TABLE OF CONTENTS NOTICE INVITING BIDS..........................................................................................Cover INSTRUCTIONS TO BIDDERS...................................................................................... 3 BIDDER'S BOND............................................................................................................ 6 DESIGNATION OF SUBCONTRACTOR(S)................................................................... 9 TECHNICAL ABILITY AND EXPERIENCE REFERENCES .......................................... 10 NON -COLLUSION AFFIDAVIT..................................................................... 14 DESIGNATION OF SURETIES...................................................................... 15 CONTRACTOR'S INDUSTRIAL SAFETY RECORD .................................................... 16 ACKNOWLEDGEMENT OF ADDENDA....................................................................... 18 INFORMATION REQUIRED OF BIDDER.....................................................................19 NOTICE TO SUCCESSFUL BIDDER........................................................................... 21 CONTRACT.................................................................................................................. 22 LABOR AND MATERIALS PAYMENT BOND ............................................. Exhibit A FAITHFUL PERFORMANCE BOND........................................................... Exhibit B INSURANCE REQUIREMENTS.................................................................Exhibit C PROPOSAL.............................................................................................................. PR-1 SPECIAL PROVISIONS............................................................................................ SP-1 2 City of Newport Beach CATHODIC PROTECTION UPGRADES PROJECT Contract No. 9483-2 INSTRUCTIONS TO BIDDERS 1. The following documents shall be completed, executed, uploaded and received by the City Clerk via PlanetBids in accordance with NOTICE INVITING BIDS: INSTRUCTIONS TO BIDDERS BIDDER'S BOND (Original copies must be submitted to the City Clerk's Office in Sealed Envelope before the bid opening) DESIGNATION OF SUBCONTRACTORS ACKNOWLEDGEMENT (Subcontractor information to be submitted via PlanetBids) CONTRACTOR'S INDUSTRIAL SAFETY RECORD INFORMATION REQUIRED OF BIDDER ALL ADDENDA TO PLANS AND SPECIFICATIONS AS ISSUED BY AGENCY PRIOR TO BID OPENING DATE (if any; Contractor shall confirm via PlanetBids) TECHNICAL ABILITY AND EXPERIENCE REFERENCES NON -COLLUSION AFFIDAVIT DESIGNATION OF SURETIES PROPOSAL ACKNOWLEDGEMENT (Line Items to be completed via PlanetBids) The City Clerk's Office will open and read the bid results from PlanetBids immediately following the Bid Opening. The Bid Results are immediately available to the public via PlanetBids following the Bid Opening Date (Bid Due Date). Members of the public who would like to attend this reading may go to Bay E, 2nd Floor of the Civic Center (Located at 100 Civic Center Dr.) 2. Cash, certified check or cashier's check (sum not less than 10 percent of the total bid price) may be received in lieu of the BIDDER'S BOND. The title of the project and the words "Sealed Bid" shall be clearly marked on the outside of the envelope containing the documents. Original copies must be submitted to the City Clerk's Office. 3. The City of Newport Beach will not permit a substitute format for the Contract Documents listed above. Bidders are advised to review their content with bonding and legal agents prior to submission of bid. 4. BIDDER'S BOND shall be issued by an insurance organization or surety (1) currently authorized by the Insurance Commissioner to transact business of insurance in the State of California, and (2) listed as an acceptable surety in the latest revision of the Federal Register Circular 570. The successful bidder's security shall be held until the Contract is executed. Original, sealed copies must be submitted to the City Clerk's Office before the Bid Opening. The title of the project, Contract Number and the words "Sealed Bid" shall be clearly marked on the outside of the envelope containing the documents. 5. The estimated quantities indicated in the PROPOSAL are approximate, and are given solely to allow the comparison of total bid prices. 6. Bids are to be computed upon the estimated quantities indicated in the PROPOSAL multiplied by unit price submitted by the bidder. In the event of discrepancy between wording and figures, 3 bid wording shall prevail over bid figures. In the event of error in the multiplication of estimated quantity by unit price, the correct multiplication will be computed and the bids will be compared with correctly multiplied totals. The City shall not be held responsible for bidder errors and omissions in the PROPOSAL. 7. The City of Newport Beach reserves the right to reject any or all bids and to waive any minor irregularity or informality in such bids. Pursuant to Public Contract Code Section 22300, at the request and expense of the Contractor, securities shall be permitted in substitution of money withheld by the City to ensure performance under the contract. The securities shall be deposited in a state or federal chartered bank in California, as the escrow agent. 8. In accordance with the California tabor Code (Sections 1770 et seq.), the Director of lndustriall Nations has ascertained the general prevailing rate of per diern wages in the locality in which the world is to be performed for each craft, classification, or type of workman or mechanic needed to execute the contract. A copy of said determination is available by catling the prevailing wage hotline nurnber (415) 703-4774, and requesting one from the Department of Industrial relations. AN parbes to the contract shall' be gimerned by all provisions of the California Labor Code — including, but not limited to, the, requirement to pay prevailing wage rates (Sections 1770-7961 inclusive). A copy of the prevailing wage rates snail be posted by the Contractor at the job site. 9. The Contractor shaaill be responsiblie- for insuring camp%riance with provisions of Section 1777.5 of ttiue Labor Code Apprenticeship requirerr"ts and Section 4100 et seq. of the Public Contracts; Code, "Sul biethrigi and' Subcontracting Pair Ractiices Act'. 10. 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)]. 11. 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. 12. This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations. 13. All documents shall bear signatures and titles of persons authorized to sign on behalf of the bidder. For corporations, the signatures shall be of a corporate officer or an individual authorized by the corporation. For partnerships, the signatures shall be of a general partner. For sole ownership, the signature shall be of the owner. 14. Pursuant to Public Contract Code section 9204, for any demand by contractor, whether on behalf of itself or a subcontractor that lacks privity of contract with the City but has requested that contractor proceed on its behalf, sent by registered mail or certified mail return receipt requested for a time extension, payment by the City for money or damages arising from work done by, or on behalf of, the contractor and payment for which is not otherwise expressly provided or to which the claimant is not otherwise entitled, or for payment of an amount that is disputed by the City, the following is a summary of the claims resolution process to be applied: A. The City shall review the claim and, within 45 days, shall provide a written statement identifying the portions of the claim that are disputed and undisputed. This time period may be extended by mutual agreement. The claimant shall furnish all reasonable documentation to support the claim. If the City needs approval from its City Council to 4 provide the written statement and the City Council does not meet within the prescribed time period, the City shall have up to 3 days following the next regular meeting of the City Council to provide the written statement. Payment of the undisputed portion of the claim shall be made within 60 days after the City issues its written statement. B. If the claimant disputes the City's written statement or if the City does not issue a written statement in the prescribed time period, the claimant may demand in writing an informal meet and confer conference, which shall be scheduled within 30 days of receipt of claimant's demand. C. Within 10 business days of the meet and confer conference, if a dispute remains, the City shall provide a written statement identifying the portion of the claim that remains in dispute and the undisputed portion. The City shall pay any remaining amount of the undisputed portion within 60 days. Any disputed portion of the claim shall be submitted to nonbinding mediation or similar nonbinding process, with the City and claimant sharing the costs equally and agreeing to a mediator within 10 business days. If the parties cannot timely agree on a mediator, each party shall select a mediator and those mediators shall select a qualified neutral third party to mediate the remaining disputed portion. If mediation is unsuccessful, any remaining disputed portion shall be addressed using procedures outside of Public Contract Code section 9204. D. Failure by the City to meet the time requirements herein shall result in the claim being rejected in its entirety and shall not constitute an adverse finding with regard to the merits of the claim or the responsibility or qualifications of the claimant. The signature below represents that the above has been r wed. 1051426 Class A Contractor's License No. & Classification Authorized Signature/Title 1000064848 6.30.2027 10-3.25 DIR Registration Number & Expiration Date Date Teichert Enercly & Utilities Groun_, Inc./ dba Teichert Utilities Bidder 5 City of Newport Beach CATHODIC PROTECTION UPGRADES PROJECT Contract No. 9483-2 BIDDER'S BOND We, the undersigned Principal and Surety, our successors and assigns, executors, heirs and administrators, agree to be jointly and severally held and firmly bound to the City of Newport Beach, a charter city, in the principal sum of Ten Percent of Total Bid Amount Submitted Dollars ($ 10% of Total Bid ), to be paid and forfeited to the City of Newport Beach if the bid proposal of the undersigned Principal for the construction of CATHODIC PROTECTION UPGRADES PROJECT, Contract No. 9483-2 in the City of Newport Beach, is accepted by the City Council of the City of Newport Beach and the proposed contract is awarded to the Principal, and the Principal fails to execute the Contract Documents in the form(s) prescribed, including the required bonds, and original insurance certificates and endorsements for the construction of the project within thirty (30) calendar days after the date of the mailing of "Notification of Award", otherwise this obligation shall become null and void. If the undersigned Principal executing this Bond is executing this Bond as an individual, it is agreed that the death of any such Principal shall not exonerate the Surety from its obligations under this Bond. Witness our hands this 23rd day of September , 2025. Teichert Energy & Utilities Group, Inc. dba Teichert Utilities Name of Contractor (Principal) Liberty Mutual Insurance Company Name of Surety 175 Berkeley Street Boston, MA 02116 Address of Surety 213-618-1307 Telephone w, Authorized ignature/Title lao; /�� - ( ( _ ) Vr Authorized Agent S - ;e Natalie K. Trofimoff, Attorney -in -Fact Print Name and Title (Notary acknowledgment of Principal & Surety must be attached) C 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 } } 5S County of Los Angeles ) SEP 2 3 2025 On , before me, Lisa L. Thornton, Notary Public, personally appeared Natalie K. Trofimoff , who proved to me on the basis of satisfactory evidence to be the personks) whose name{ isia�e subscribed to the within instrument and acknowledged to me that WsheA4+ey executed the same in WherA4& authorized capacity{kes3, and that by 4i4her 4heif signature(s) on the instrument the person{s), or the entity upon behalf of which the person{s4 acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. --'' Si g natueisaL.ornfon N ar PabliCommission ,My Comm, Expires Jul S, 2027 :E> ° F. LISA L. THOORNTON� u-, Notary Public • California z (Sea[) _',= 1' Sea( Los Angeles County 2449540y U93211110104*176,%Tal 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 :�u Ram(ArA7 rW )SS. On 0 b.e( 03n' , 20 2S before me, s ew �Prnu , Notary Public, personally appeared (.[1 r �,; \A). R,��ru�— , who proved to me on the basis of satisfactory evidence to be the person(g) whose nameW iaare subscribed to the within instrument and acknowledged to me that@?/she/they executed the same in is/herftheir authorized capacity(igsj, and that by hisYho0their signatures(sg on the instrument the person(pf, or the entity upon behalf of which the person(&) 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. r SUGEY BERNAL " WITNESS my hand and official seal. t e..`. , COMM. 9 2429637 ; • NOTARY PUBLIC •CALIFORNIA +i • SAN BERNARDINO COUNTY a • „ ram•" COMM, EXPIRES JAN, 2.20271 (seal) ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of } ss. On , 20 before me, Notary Public, personally appeared who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signatures(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature L�� (seal) : Liberty POWER OF ATTORNEY mutual. Liberty Mutual Insurance Company SURETY The Ohio Casualty Insurance Company West American Insurance Company Certificate No: 8213811-977459 KNOWN ALL PERSONS BY THESE PRESENTS: That The Ohio Casualty Insurance Company is a corporation duly organized under the laws of the State of New Hampshire, that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts, and West American Insurance Company Is a corporation duly organized under the laws of the State of Indiana (herein collectively called the °Compantes�, pursuant to and by authority herein set forth, does hereby name, constitute and appoint, Autumn Stockton; C. K. Nakamura; Carlos A. Albelo; E. S. Albrecht, Jr.; Elizabeth Perison; Jessica Rosser, Lisa L. Thornton; Maria Pena; Natalie K. Trofimoff; Noemi Quiroz; Patricia S. Arana; S. Nicole Evans: Tim M. Tomko all of the city of Los Aneeles state of CA each individually if there be more than one named, its true and lawful attomey-in-fact to make, execute, seal, acknowledge and deliver, for and on its behalf as surety and as its act and deed, any and all undertakings, bonds, recognizances and other surety obligations, in pursuance of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons. IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this 14th day of April , 2025 . �JP`R ,,�yuoay Pa� Liberty Mutual Insurance nce Company �GThe Ohio Casualty Insurance Company °�oOWest American Insurance Company n cx m �1912�0 p 1919 g 1991 0 CD ~dd s4eHU5 .are N.+weg",da `FS, `N°tAN� ,da c -- m Nathan J. Zangede, Assistant Secretary m State of PENNSYLVANIA :-31 County of MONTGOMERY as 3 On this 14th day of A�xil _, 2025 before me personalty appeared Nathan J. Zangede, who acknowledged himself to be the Assistant Secretary of Liberty Mutual Insurance Co o 6 Company, The Ohio Casualty Company, and West American Insurance Company, and that he, as such, being authorized so to do, execute the foregoing instrument for the purposes a) > � therein contained by signing on behalf of the corporations by himself as a duly authorized officer. 076 _-p CO O — of O O � C t6 ID ,7, O c6 S L 4 o t6 6 IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed my notarial seal at Plymouth Meeting, Pennsylvania, on the day and year first above written. F<% 2 y` C(NIF commonwealth or Penn"ania- Notary Seal Teresa Pestalla, No Public Montgoinery county My commission expires March 26, 2029 By r commission number 1126044 tie. Member, Pennsylvania Association or Notaries Pastella, Notary Public This Power of Attorney is made and executed pursuant to and by authority of the following By-laws and Authorizations of The Ohio Casualty Insurance Company, Liberty Mutual insurance Company, and West American Insurance Company which resolutions are now in full force and effect reading as follows: ARTICLE IV- OFFICERS: Section 12. Power of Attomey. Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President, and subject to such limitation as the Chairman or the President may prescribe, shall appoint such attomeys-in-fact, as may be necessary to act in behalf of the Corporation to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such attomeys-in-fact, subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so executed, such'. instruments shall be as binding as if signed by the President and attested to by the Secretary. Any power or authority granted to any representative or attomey-in-fact under the, provisions of this article may be revoked at any time by the Board, the Chairman, the President or by the officer or officers granting such power or authority. ARTICLE XIII - Execution of Contracts: Section 5. Surety Bonds and Undertakings. Any officer of the Company authorized for that purpose in writing by the chairman or the president, and subject to such limitations as the chairman or the president may prescribe, shall appoint such attomeys-in-fact, as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such attomeys-in-fact subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so executed such instruments shall be as binding as If signed by the president and attested by the secretary. Certificate of Designation - The President of the Company, acting pursuant to the Bylaws of the Company, authorizes Nathan J. Zangede, Assistant Secretary to appoint such attomeys-in-fact as may be necessary to act on behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Authorization - By unanimous consent of the Company's Board of Directors, the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the Company, wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds, shall be valid and binding upon the Company with the same force and effect as though manually affixed. I, Renee C. Llewellyn, the undersigned, Assistant Secretary, The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West American Insurance Company do hereby certify that the original power of attomey of which the foregoing is a full, true and correct copy of the Power of Attorney executed by said Companies, is in full force and effect and has not been revoked. SEP 2 3 2025 IN TESTIMONY WHEREOF,d have hereunto set my hand and affixed the seals of said Companies this day of INSI/�p SY Ilia& a %Hsu P �vortgr'9� yJ�oaroN�r'�q� `c�� 4°apat0r 4[+ J3 Fofi 3 �o m W C)(orn 1912 0 1919 1991 0 " erwLt�gr� �r By e�e=eaf`�aa� ° Nnbvs� as �b, �NOjhNP as Renee C. Llewellyn, Assistant Secretary µ LMS-12873 LMic octc WAIL Multi c. o1r2'4 0 to City of Newport Beach CATHODIC PROTECTION UPGRADES PROJECT Contract No. 9483-2 DESIGNATION OF SUBCONTRACTOR(S) - AFFIDAVIT State law requires the listing of all subcontractors who will perform work in an amount in excess of one- half of one percent of the Contractor's total bid. If a subcontractor is not listed, the Contractor represents that he/she is fully qualified to and will be responsible for performing that portion of the work. Substitution of subcontractors shall be made only in accordance with State law and/or the Standard Specifications for Public Works Construction, as applicable. Pursuant to Public Contract Code Section 22300 appropriate securities may be substituted for any monies to be withheld to ensure performance under the Contract. The Bidder, by signing this designation, certifies that bids from the subcontractors as listed in the Bidder's electronic bid have been used in formulating the bid for the project and that these subcontractors will be used subject to the approval of the Engineer and in accordance with State law. No changes may be made in these subcontractors except with prior approval of the City of Newport Beach. Bidders must also include DIR registration numbers for each subcontractor. Ceichert Energy & Utilities Group, Inc./ dba Ceichert Utilities Bidder `-` Authorized Sig ature/Title ke, City of Newport Beach CATHODIC PROTECTION UPGRADES PROJECT Contract No. 9483-2 CONTRACTOR'S INDUSTRIAL SAFETY RECORD TO ACCOMPANY PROPOSAL Bidder's Name Teichert Energy & Utilities, Inc. / DBA Teichert Utilities Record Last Five (5) Full Years Current Year of Record Current Record I Record Record Record Record i Year of for for for for for Record 2024 2023 2022 2021 2020 Total 2025 No. of contracts 32 23 24 21 17 20 137 Total dollar Amount of Contracts (in Thousands of $) 97M 308M 209M 222M 135M 225M No. of fatalities _. 0 0 0 0 p 0 0 No. of lost Workday Cases 0 0 0 0 0 0 0 No. of lost workday cases involving permanent transfer to another job or termination of 0 0 0 J 0 0 0 0 employment _: I The information required for these items is the same as required for columns 3 to 6, Code 10, Occupational Injuries, Summary --Occupational Injuries and Illnesses, OSHA No. 102. 16 ALL- PURPOSE CERTIFICATE OF ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of &A (1(14t rip } On to 1021 1 2A 9-5 before me, __Sugey Bernal. Notary Public (Here insert name and title of the officer) personally appeared ----- who proved to me on the basis of satisfactory evidence to be the person(S-) whose name(&) Is re subscribed to the within instrument and acknowledged to me that Cie she/they executed the same in Is er/their authorized capacity(ies), and that by Is erftheir signature(&) on the instrument the person(, or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. r ° SUGEY BERNAL WITNESS my hand and official seal p COMM. # 2429637 rt UI •� NOTARY PUBLIC • CALIFORNIA Lt SAN BERNARDINO COUNTY l� ,� COMM. EXPIRES JAN. 2. ?027 } (Notaryjublic Signature (Notary Public Seal) ADDITIONAL OPTIONAL INFORMATION DESCRIPTION OF THE ATTACHED DOCUMENT rot E�1S I flLf(ta ( (Title or description of attached document) Escrow # f Q LIr�� , QCt r) 1131,tiq, (Title or description of attached document co tinued) Number of Pages -L3_ Document Date 10 S CAPACITY CLAIMED BY THE SIGNER ip Individual- st' ❑ Corporate Officer (Title) ❑ Partner(s) ❑ Attorney -in -Fact ❑ Trustee(s) ❑ Other 2015 Version vA v.NotaryClasses.colrl 800-873-9865 INSTRUCTIONS FOR COMPLETING THIS FORM 'Phis form complies with current California statutes regarding notary wording and, tfneeded, should be completed and attached to the document. Acknolwedgents from other states may be completed for documents being sent to that state so long as the wording does not require the California notary to violate California notary law. • State and County information must be the State and County where the document signer(s) personally appeared before the notary public for acknowledgment. • Date of notarization must be the date that the signer(s) personally appeared which must also be the same date the acknowledgment is completed. • The notary public must print his or her name as it appears within his or her commission followed by a comma and then your title (notary public). • Print the name(s) of document signer(s) who personally appear at the time of notarization. • Indicate the correct singular or plural forms by crossing off incorrect forms (i.e. he/she/the)L- is /are ) or circling the correct forms. Failure to correctly indicate this information may lead to rejection of document recording. • The notary seal impression must be clear and photographically reproducible. Impression must not cover text or lines. If seal impression smudges, re -seal if a sufficient area permits, otherwise complete a different acknowledgment form. • Signature of the notary public must match the signature on file with the office of the county clerk. Additional information is not required but could help to ensure this acknowledgment is not misused or attached to a different document. Indicate title or type of attached document, number of pages and date. Indicate the capacity claimed by the signer. If the claimed capacity is a corporate officer, indicate the title (i.e. CEO, CFO, Secretary). • Securely attach this document to the signed document with a staple. Legal Business Name of Bidder Teichert Energy & Utilities Group, Inc/DBA Teichert Utilities Business Address: 3536 Conrourse St. Suite 120 Ontario, CA 91764 Business Tel. No.: (619) 241-5877 State Contractor's License No. and Classification: 1051426 A, HA7 B 031 Entity Type: _Corporate The above information was compiled from the records that are available to me at this time and I declare under penalty of perjury that the information is true and accurate within the limitations of those records. Signature of bidder /\U\<�Sz� Date 10/3/2025 -- . ......... Title Regional Safety Manager Signature of - bidder Date- _ Title Signature of ~� bidder Date Title Signature of bidder Date Title ------- Signature Requirements: If bidder is an individual, name and signature of individual must be provided, if doing business under a fictitious name, the fictitious name must be set fort along with the County. If bidder is a partnership or joint venture, legal name of partnership/joint venture must be provided, followed by signatures of all of the partners/joint ventures or if fewer than all of the partners/joint ventures submit with evidence of authority to act on behalf of the partnership/joint venture. If bidder is a corporation, legal name of corporation must be provided, followed by signatures of the corporation President or Vice President or President and Secretary or Assistant Secretary, and the corporate seal, or submit with evidence of authority to act on behalf of the corporation. All must be acknowledged before a Notary Public, who must certify that such individuals, partners/joint ventures, or officers were proven on the basis of satisfactory evidence to be the persons whose name are subscribed to and acknowledged that they executed the same in their authorized capacities. [NOTARY ACKNOWLEDGMENT and CORPORATE SEAL MUST BE ATTACHEDI Ste- u ZCA `—' 17 City of Newport Beach CATHODIC PROTECTION UPGRADES PROJECT Contract No. 9483-2 INFORMATION REQUIRED OF BIDDER Bidder certifies under penalty of perjury under the laws of the State of California that the following information is true and correct: Name of individual Contractor, Company or Corporation Teichert Energy & Utilities Group, Inc. dba Teichert Utilities Business Address: 3500 American River Drive Sacramento, CA 95864-5805 Telephone and Fax Number: (916) 484-3011 / FAX (916) 484-6506 California State Contractor's License No. and Class: 1051426, Classification: A B C31 HAz (REQUIRED AT TIME OF AWARD) Original Date Issued: 03/19/2019 Expiration Date: 03/31/2027 List the name and title/position of the person(s) who inspected for your firm the site of the work proposed in these contract documents: RMO: Eric Otto Streich & Laura L. Degano The following are the names, titles, addresses, and phone numbers of all individuals, firm members, partners, joint ventures, and company or corporate officers having a principal interest in this proposal: Name Title Address Telephone Eric Otto Streich President 3500 American River Dr. Sacramento, CA 95864 916-484-3011 See attached Corporate Resolution Corporation organized under the laws of the State of California 19 The dates of any voluntary or involuntary bankruptcy judgments against any principal having an interest in this proposal are as follows: None All company, corporate, or fictitious business names used by any principal having interest in this proposal are as follows: See attached list of parent/affiliate information For all arbitrations, lawsuits, settlements or the like (in or out of court) you have been involved in with public agencies in the past five years (Attach additional Sheets if necessary) provide: Provide the names, addresses and telephone numbers of the parties; None Briefly summarize the parties' claims and defenses; N/A Have you ever had a contract terminated by the owner/agency? If so, explain. No Have you ever failed to complete a project? If so, explain. No For any projects you have been involved with in the last 5 years, did you have any claims or actions by any outside agency or individual for labor com fiance (i.e. failure to pay prevailing wage, falsifying certified payrolls, etc.)? Yes No 20 Are any claims or actions unresolved or outstanding? Yes / No If yes to any of the above, explain. (Attach additional sheets, if necessary) N/A Failure of the bidder to provide ALL requested information in a complete and accurate manner may be considered non -responsive. lrIR� C_ �C(�f 1 (Print name of Owner or President of Corporatio Co ny) Teichert Energy & Utilities Group, Inc. dba Teichert Utilities Eric Streich Bidder Authorized Signature/Title ly President Title D% ,2—Z c9'Da S Date On D �"( �� before me, /V� %- (9RD0A)6_tZ- , Notary Public, personally appeared lCX/ , who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/theirsignature(s) on the instrumentthe person(s), orthe entity upon behalf of which the person(s) acted, executed the instrument. 1 certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Notary Public in/and for said State My Commission Expires: T i ,_2/Aa7 RACHELP.ORDONEZ / Notary Public - California (SEAL) _ Sacramento County Commission # 2460031 a"'*My Comm. Expires Aug 20, 2027 21 TEICHERT ENERGY & UTILITIES GROUP, INC. 3780 Kilroy Airport Way, Suite 700, Long Beach, CA 90806 I, LAURA L. DEGANO, Secretary of TEICHERT ENERGY & UTILITIES GROUP, INC., a California Corporation, certify that the following is a true and correct copy of a resolution unanimously passed and adopted by the Board of Directors of this corporation at a meeting held on June 25, 2024: RESOLVED, That ERIC STREICH President and LAURA L. DEGANO Vice President, Chief Financial Officer & Secretary and CURT BROWN Vice President, Regional Manager Southern California and DAN STOLOSKI Vice President, Regional Manager Northern California and ERIK ANDREAS KARLSSON Vice President acting in combination, are authorized on behalf of this corporation and in its name or in any of the fictitious names under which this corporation does business, to sign, seal, acknowledge, verify and deliver deeds, deeds of trust, mortgages, pledges, transfers, promissory notes, and any other documents and instruments relating to the business and properties, real and personal, of this corporation; RESOLVED FURTHER, That the following employees of this corporation: Steven Reiser Area Manager, Southern California Ken Schardt General Manager, Battery Energy Storage Systems (BESS) are designated as attorneys in fact of this corporation with full a uthority to execute proposals, bids, bonds, contracts, and agreements for construction work. RESOLVED FURTHER, That the following individual may sign for the corporation: Sean Collins Credit & Contracts Manager, Teichert Services Group, Inc. are designated as attorneys in fact of this corporation with full authority to execute credit agreements, credit settlement agreements, lien rights, bids, bonds, contracts, and other agreements relating to the credit and contracts for this corporation with values not to exceed $10,000,000.00. DATED: June 25, 2024 &���&' wa'c�— Laura L. Degano Secretary TEUG Corporate Resolution 2024 06 25 Parent/Affiliate Information: Teichert, Inc. Parent Federal ID# 94-0919260 Class: A B C10 C27 License: # 567156 Expiration: 05/31/2027 Qualified Individual: Judson Teichert Riggs A. Teichert & Son, Inc, dba Teichert Construction Affiliate Federal ID# 68-0174245 Class: A B C16 C27 C-61/D49 C22 HAZ License: #8 Expiration: 04/30/2027 Qualified Individual: Mary Therese Teichert Teichert Energy & Utilities Group, Inc. dba Teichert Utilities dba Teichert Waterworks dba Teichert Solar Affiliate DIR# e 10000064848 — Utilities • 10000064853 — Waterworks • 10000390054 - Solar Class: A License #: • 1051426 — Utilities • 1051427 — Waterworks • 1051985 — Solar Expiration: 03/31/2027 Qualified Individual: Eric Otto Streich Teichert Pipelines, Inc Affiliate Class: A HAZ ASB License #: 985344 Expiration: 07/31/2027 Qualified Individual: Eric Otto Streich Teichert Electrical, Inc Affiliate Class: A C10 License #: 1060365 Expiration: 11/30/2027 Qualified Individual: Thomas Joseph Griffith Triangle Properties Affiliate Class: A C10 License #: 1060365 Expiration: 11/30/2027 Qualified Individual: Dana Michael Davis Spanish Springs Construction, Inc. Affiliate Class: A B License #: NV 59511E Expiration: 11/30/2026 Qualified Individual: Adam Clay Rutherford City of Newport Beach CATHODIC PROTECTION UPGRADES PROJECT Contract No. 9483-2 ACKNOWLEDGEMENT OF ADDENDA Bidder's name Teichert Energy & Utilities Group, Inc./ dba Teichert Utilities The bidder shall signify receipt of all Addenda here, if any, and attach executed copy of addenda to bid documents: Addendum No. Date Received Addendum No. 1 AQMA/'InIJc Pg. 1 of 3 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT G . e � •piss ,, t r7 <rr=p�N ADDENDUM NO. 'I CATHODIC PROTECTION UPGRADES PROJECT PROJECT NO. 24W11 CONTRACT NO 9483-2 DATE: •Z. IZA Z!5 BY• De ty PWD/City Engineer TO: ALL PLANHOLDERS The following changes, additions, deletions, or clarifications shall be made to the Contract Documents — all other conditions shall remain the same. BID OPENING DATE The bid opening date has been delayed to October 7, 2025 at 10:00 AM. PLANS The following scope changes pertain to each particular plan set listed: Exhibit C Plans (Reach #4 — 36" Water Main mostly on 16th St) Add 4 additional anodes per test station where anodes have been proposed — see revised plan set on Planet Bids. Pg. 2 of 3 Exhibit I Plans (18" East Coast Hwy Water Main) Install TS#1 and TS#5 per the plans (including the insulating flange kits where applicable), but without the proposed anodes. Utilize these new test stations along with existing TS#3 to conduct electrical continuity testing. Once sufficient linear electrical continuity is confirmed, proceed with installing the remaining scope items per the plans and include an additional 4 anodes per test station for increased capacity where anodes have been proposed. If electrical continuity of the pipeline is not present after installing TS#1 and TS#5 and conducting testing, no further construction will be allowed and the remaining work will be deleted from the Contract. See revised plan set on Planet Bids. Exhibit H Plans (Corona del Mar Transmission Pipeline) Add 2 additional anodes per test station where anodes have been proposed — see revised plan set on Planet Bids. Reach 1 Plans (36"/30" Water Main in west Newport Beach) Install TS#1, TS#3, TS#5, TS#7, TS#9, TS#10, TS#11 and TS#12 per the plans (including the insulating flange kits where applicable), but without the proposed anodes. Utilize these new test stations to conduct electrical continuity testing. Once sufficient linear electrical continuity is confirmed, proceed with installing the remaining scope items per the plans and including an additional 3 anodes per test station where anodes have been proposed. Also, install an additional 4 anodes at TS#1 on the west side of the test station. These 4 anodes will be connected to the pipe through a 0.01-ohm shunt. If electrical continuity of the pipeline is not present, only install the additional 4 anodes at TS#1 on the west side of the test station and the remaining work will be deleted from the Contract. See revised plan set on Planet Bids. Exhibit G Plans (18" Jamboree Rd Water Main) Add 2 additional anodes per test station where anodes have been proposed — see revised plan set on Planet Bids. Exhibit B Plans (Reach #2 — 36" Water Main in Huntington Beach) For the proposed test station TS#14, install 4 anodes at this test station. Anodes to be connected to the pipe through a 0.01-ohm shunt. See revised plan set on Planet Bids. Pg. 3 of 3 SPECIFICATIONS Revise the following sections in Appendix A: 1-1.5 SUBMITTALS A. Shop Drawings Add c. Two position switch to be used, can be rocker or toggle type. Example manufacturers: Carling Technologies, Hubbel Wiring. 1-2.7 Insulating Flange Kits Add D. Insulating flange kits shall consist of Type E full-faced gaskets of G10 material and conform to NSF 61. Insulating full-length sleeves and washers to be G-10 material. 1-3.4 Anode Beds B. Anode Cables Add d. Anode header to be looped with both ends terminating at terminal board. Add Appendix B (CP System Testing Data). This appendix contains GPS coordinates for the existing test stations. See attached. Bidders must sign this Addendum No. 1 and attach it to the bid proposal. Bid may not be considered unless this signed Addendum No. 1 is attached. I have carefully examined this Addendum and have included full payment in my Proposal. Curt Brown Bidder's Name (Please Print) _ 10/07/2025 Date zL.A, Z 3 uthorized Signature & Title City of Newport Beach CATHODIC PROTECTION UPGRADES PROJECT Contract No. 9483-2 TECHNICAL ABILITY AND EXPERIENCE REFERENCES Contractor must use this formal Please print or type. Bidder's Name Teichert Energy & Utilities Group, Inc./ dba Teichert Utilities FAILURE OF THE BIDDER TO PROVIDE ALL REQUIRED INFORMATION IN A COMPLETE AND ACCURATE MANNER MAY BE CONSIDERED NON -RESPONSIVE. See Special Provisions Section 2-1 "Award and Execution of the Contract" for reference requirements to demonstrate experience and ability to complete similar cathodic protection projects for public agencies. The contractor must provide, at a minimum, five reference projects that demonstrate the successful completion of similar projects within the public right-of-way. For all public agency projects you have worked on (or are currently working on) in the past 5 years in excess of $500,000, provide the following information: No. 1 Project Name/Number CW18103 Project Description Distribution Mag Anode Auger Drilling Agreement Approximate Construction Dates: From 11 /01 /2016 To: Current Agency Name Southern California Gas Company Contact Person Timothy Bittner Telephone (909) 283-5716 Original Contract Amount $19,000,000 Final Contract Amount $ 24,000,000 If final amount is different from original, please explain (change orders, extra work, etc.) Additional funding for Cathodic Protection from Agency Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. N/A 10 No. 2 Project Name/Number 450 Iowa Ave./Spring St - 540000633371 Project Description 3 - 49' Deep Well Anodes and 250' conduit, one rectifier, and finished paving Approximate Construction Dates: From 7/21 /2025 To: 8/27/2025 Agency Name Southern California Gas Company Contact Person Timothy Bittner Telephone (909) 283-5716 Original Contract Amount $ 150,000 Final Contract Amount $ 150,000 If final amount is different from original, please explain (change orders, extra work, etc.) Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. N/A No. 3 Project Name/Number 2902 Constellation PI./Lincoln Ave - 540000649676 Project Description 3 - 49' Deep Well Anodes and 325' conduit, one solar rectifier, and finished paving Approximate Construction Dates: From 8/07/2025 Agency Name Southern California Gas Company Contact Person Timothy Bittner To: 9/12/2025 Telephone (909) 283-5716 Original Contract Amount $ 135,000 Final Contract Amount $ 135,000 If final amount is different from original, please explain (change orders, extra work, etc.) Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. N/A 11 No. 4 Project Name/Number San Pablo/San Leandro - 540000666132 Project Description 3 - 49' Deep Well Anodes and 245' conduit, one solar rectifier, and finished paving Approximate Construction Dates: From 7/15/2025 To: 8/5/2025 Agency Name Southern California Gas Company Contact Person Timothy Bittner Telephone (909) 283-5716 Original Contract Amount $ 106,000 Final Contract Amount $ 106,000 If final amount is different from original, please explain (change orders, extra work, etc.) Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. N/A No. 5 Project Name/Number 1740 Gillette St./Dudley - 540000665744 Project Description 3 - 49' Deep Well Anodes, 290' conduit, and finished paving Approximate Construction Dates: From 6/23/2025 To: 7/24/2025 Agency Name Southern California Gas Company Contact Person Timothy Bittner Telephone (909) 283-5716 Original Contract Amount $ 133,000 Final Contract Amount $ 133,000 If final amount is different from original, please explain (change orders, extra work, etc.) Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. N/A 12 No. 6 Project Name/Number 13274 Bencliff Ave./Dracaea Ave - 540000567450 Project Description 3 - 49' Deep Well Anodes and 415' conduit, one rectifier, and finished paving Approximate Construction Dates: From 2/3/2025 To: 6/9/2025 Agency Name Southern California Gas Company Contact Person Timothy Bittner Telephone (909) 283-5716 Original Contract Amount $ 117,000 Final Contract Amount $ 117,000 If final amount is different from original, please explain (change orders, extra work, etc.) Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. N/A Attach additional sheets if necessary. Attach to this Bid the experience resume of the person who will be designated as General Construction Superintendent or on -site Construction Manager for the Contractor. Upon request, the Contractor shall attach a financial statement and other information sufficiently comprehensive to permit an appraisal of the Coniror's current financial conditions. Teichert Energy & Utilities Group, Inc./ dba Teichert Utilities Bidder Authorized Signature/Title 13 JOSEPH GRIGSBY Superintendent RELEVANT EXPERIENCE Mr. Grigsby has more than 13 years of experience in the natural gas pipeline industry having held the roles of Superintendent, General Foreman, Foreman, and Laborer. Mr. Grigsby has extensive knowledge of gas standards and in his role as Superintendent for Teichert ensures work is completed safely, on time, on budget, and to the applicable regulatory (federal, state, & local) and industry standards. Mr. Grigsby is responsible for the scheduling of labor and equipment resources, management oversight, and quality control required to complete distribution main & services, DIMP, high pressure, and cathodic protection projects throughout the SoCalGas service area. CERTIFICATIONS t SKILLS RELEVANT PROJECT EXPERIENCE OSHA 10 Cathodic Protection Program Southern California Gas Company OSHA 30 Installation of 20#, 30#, 60# anode beds across SoCal Gas territory. Installation of deep well -one beds and rectifiers for the First Aid &CPR Certified CP Topwork program. 1000+ anodes installed yearly. Blueprint Reading Small Pressure Control Operations Iowa and Spring St. CP Project Riverside, CA Certified Trainer Southern California Gas Company — Installation of (3) 49' wells, Forklift Certified conduit run, and rectifier cabinet. Trench & Excavation Competent High Pressure Main Replacement I Drop Section San Person Bernardino, CA NSERT HERE Southern California Gas Company — Replacement and installation of 85 LF of 8" high pressure drop section at 16 feet deep in preparation for new storm drain installation. High Pressure Abandonment Irvine, CA Southern California Gas Company —Abandon and remove 3,228 LF of 8" high pressure steel main and abandon -in -place 545 LF of 8" high pressure steel main. EMPLOYMENT HISTORY Superintendent, General Foreman, Foreman, Teichert Energy & Utilities Group, Inc. - 2018-Present Foreman, Laborer, Northern Pipelines (Ontario) - 2012- 2016 Laborer, Arizona Pipeline (Hesperia), - 2012-2012 Teichert Pipelines, Inc. I Gas Distribution Construction & Compliance Operations _i"- 14 City of Newport Beach CATHODIC PROTECTION UPGRADES PROJECT Contract No. 9483-2 NON -COLLUSION AFFIDAVIT State of California ) ) ss. County of ) C�.2/�� L,-A 2y�v � , being first duly sworn, deposes and says that he or she is J� -C 1124l,�ft-,r ram, 62 of ieN T P,P6 YEQ 4 V; �c► i1 , the party making the foregoing bid; that the bid is not made in the interest of, or on behalf of, any undisclosed'Arson, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that party making the foregoing bid; that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. I declare under penalty of perjury of the laws of the State f California pat the foregoing is true and correct. Teichert Energy & Utilities Group, Inc./ �� A' dba Teichert Utilities /,.���(2,, Bidder Authorized Signature/Title Subscribed and sworn to (or affirmed) before me on this_(day of - , 2025 by CULL IS proved to me on the basis of satisfactory evidence to be the personA who appeared before me. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. ootaPublic [SEAL] My Commission Expires: 344 02 i Se t- 14 JURAT 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 Subscribed and sworn to (or affirmed) before me on this 03r`i day of 0+✓-60'e r proved to me on the basis of satisfactory evidence to be the person(s) who appeared before me. Si atui (Seal) OPTIONAL INFORMATION DESCRIPTION OF THE ATTACHED DOCUMENT �I06- Co I�Lgiuyl U1� (Title or description of attached document) (TiUe or description of attached document confinued) Number of Pages ci L Document Date fU ()✓/ Z< Additional information 2015 Version wvvw.NotaryClasses.com 800-873-9365 11 r ;��,, SUGEYBERNAL3 0 COMM. # 2429637 0 s. NOTARY PUBLIC . CALIFORNIA +� 2 �,,, �= SAN BERNAROINO COUNTY 0 • COMM. EXPIRES JAN. 2, 2027 s INSTRUCTIONS The wording of all Jurats completed in California after January 1, 2015 must be in the form as set forth within this Jurat. There are no exceptions. If a Jurat to be completed does not follow this form, the notary must correct the verbiage by using a jurat stamp containing the correct wording or attaching a separate jurat form such as this one with does contain the proper wording. In addition, the notary must require an oath or affirmation from the document signer regarding the truthfulness of the contents of the document The document must be signed AFTER the oath or affirmation. If the document was previously signed, it must be resigned in front of the notarypublic during thejurat process. • State and county information must be the state and county where the document signer(s) personally appeared before the notary public. • Date of notarization must be the date the signer(s) personally appeared which must also be the same date the jurat process is completed. • Print the name(s) of the document signer(s) who personally appear at the time of notarization. • Signature of the notary public must match the signature on file with the office of the county clerk. • The notary seal impression must be clear and photographically reproducible. Impression must not cover text or lines. If seal impression smudges, re -seal if a sufficient area permits, otherwise complete a different jurat form. Additional information Is not required but could help to ensure this jurat is not misused or attached to a different document. Indicate title or type of attached document, number of pages and date. • Securely attach this document to the signed document with a staple. City of Newport Beach CATHODIC PROTECTION UPGRADES PROJECT Contract No. 9483-2 DESIGNATION OF SURETIES Bidder's name Teichert Energy & Utilities Group, Inc. dba Teichert Utilities Provide the names, addresses, and phone numbers for all brokers and sureties from whom Bidder intends to procure insurance and bonds (list by insurance/bond type): Bond Info: Alliant hnsurance Services, Inc 100 Pine Street, I lth Floor San Francisco, CA 94111 (415) 403-1427 Insurance Info: Gallagher, 160 West Santa Clara St, Suite 300 San Jose, CA 95113 (949) 274-0329 15 City of Newport Beach CATHODIC PROTECTION UPGRADES PROJECT Contract No. 9483-2 PROPOSAL (Contractor shall submit proposals via the PROPOSAL (Bid Line Items) contained in PlanetBids. Contractor shall sign the below acknowledgement) To the Honorable City Council City of Newport Beach 100 Civic Center Drive Newport Beach, California 92660 Councilmembers: The undersigned declares that the Contractor has carefully examined the location of the work, has read the Instructions to the Bidders, has examined the Plans and Special Provisions, and hereby proposes to furnish all materials except that material supplied by the City and shall perform all work required to complete Contract No. 9483-2 in accordance with the Plans and Special Provisions, and will take in full payment therefore the following unit prices for the work, complete in place, to wit: 10/03/2025 Date 619-241-5877 Bidder's Telephone and Fax Numbers 1051426 Bidder's License No(s). and Classifications) 1000064848 DIR Registration Number Teichert Energy & Utilities Group, Inc,/ dba Teichert Utilities Bidder Bidder's Authorized Signature and Title 3536 Concours St. Suite 120, Ontario, Ca 91764 Bidder's Address Bidder's email address: Kdendaugh@teichert.com PR-1 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT INDEX FOR SPECIAL PROVISIONS CATHODIC PROTECTION UPGRADES PROJECT PROJECT NO. 24W11 CONTRACT NO. 9483-2 PART 1 - GENERAL PROVISIONS Il SECTION 1— TERMS, DEFINITIONS, ABBREVIATIONS, UNITS OF MEASURE, AND SYMBOLS 1 1-2 TERMS AND DEFINITIONS 1 SECTION 2 - SCOPE AND CONTROL OF THE WORK 2-1 AWARD AND EXECUTION OF THE CONTRACT 2-5 PLANS AND SPECIFICATIONS 2-5.2 Precedence of Contract Documents 2-6 WORK TO BE DONE SECTION 3 -CHANGES IN WORK 3-3 EXTRA WORK 3-3.2 Payment 3-3.2.2 Basis for Establishing Cost 3-3.2.3 Markup SECTION 4 - CONTROL OF MATERIALS 4-1 MATERIALS AND WORKMANSHIP 4-1.3 Inspection Requirements 4-1.3.1 General SECTION 5 - UTILITIES 5-1 LOCATION 5-1.1 General 5-2 PROTECTION 5-4 RELOCATION 1 1 2 2 2 2 2 2 2 2 3 3 3 3 3 3 4 4 4 SECTION 6 - PROSECUTION, PROGRESS AND ACCEPTANCE OF THE WORK 4 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK 4 6-1.1 Construction Schedule 4 6-7 TIME OF COMPLETION 5 6-7.1 General 5 6-8 COMPLETION, ACCEPTANCE, AND WARRANTY 6 6-9 LIQUIDATED DAMAGES 6 SECTION 7 - RESPONSIBILITIES OF THE CONTRACTOR 6 7-1 THE CONTRACTOR'S EQUIPMENT AND FACILIITIES 6 7-1.2 Temporary Utility Services 6 7-2 LABOR 7 7-2.2 Prevailing Wages 7 7-4 REMOVAL AND DISPOSAL OF MATERIAL 7 7-7 COOPERATION AND COLLATERAL WORK 7 7-8 WORK SITE MAINTENANCE 7 7-8.1 General 7 7-8.4 Storage of Equipment and Materials 7 7-8.4.2 Storage in Public Streets 7 7-10 SAFETY 8 7-10.4 Safety 8 7-10.4.1 Work Site Safety 8 7-10.5 Security and Protective Devices 8 7-10.5.3 Steel Plate Covers 8 SECTION 9 - MEASUREMENT AND PAYMENT 8 9-2 LUMP SUM WORK 8 9-3 PAYMENT 8 9-3.1 General 8 9-3.2 Partial and Final Payment. 18 PART 2 - CONSTRUCTION MATERIALS 18 SECTION 200 — ROCK MATERIALS 18 200-2 UNTREATED BASE MATERIALS 18 200-2.1 General 18 SECTION 201 - CONCRETE, MORTAR, AND RELATED MATERIALS 18 201-1 PORTLAND CEMENT CONCRETE 18 201-1.1 Requirements 18 201-1.1.2 Concrete Specified by Class and Alternate Class 18 201-2 REINFORCEMENT FOR CONCRETE 18 201-2.2 Steel Reinforcement 19 201-2.2.1 Reinforcing Steel 19 SECTION 203 — BITUMINOUS MATERIALS 19 203-6 ASPHALT CONCRETE 19 203-6.5 Type III Asphalt Concrete Mixtures 19 PART 3 - CONSTRUCTION METHODS 19 SECTION 300 - EARTHWORK 19 300-1 CLEARING AND GRUBBING 19 300-1.3 Removal and Disposal of Materials 19 300-1.3.1 General 19 300-1.3.2 Requirements 20 SECTION 302 - ROADWAY SURFACING 20 302-6 PORTLAND CEMENT CONCRETE PAVEMENT 20 302-6.7 Traffic and Use Provisions 20 SECTION 303 - CONCRETE AND MASONRY CONSTRUCTION 20 303-5 CONCRETE CURBS, WALKS, GUTTERS, CROSS GUTTERS, ALLEY INTERSECTIONS, ACCESS RAMPS AND DRIVEWAYS 20 303-5.1 Requirements 20 303-5.1.1 General 20 PART 6 - TEMPORARY TRAFFIC CONTROL 20 SECTION 600 - ACCESS 600-3 PEDESTRIAN ACCESS SECTION 601— WORK AREA TRAFFIC CONTROL 601-1 GENERAL 601-2 TRAFFIC CONTROL PLAN (TCP) APPENDIX A TECHNICAL SPECIFICATIONS SECTION 26 42 00 — CATHODIC PROTECTION SYSTEMS 1-1.2 WORK INCLUDED 1-1.3 REFERENCES 1-1.4 APPLICABLE CODES AND STANDARDS 1-1.5 SUBMITTALS 1-1.6 QUALIFICATIONS 1-2 PRODUCTS 1-2.2 Galvanic Anodes 1-2.3 Cables 1-2.4 Test Stations 1-2.5 Copper/Copper-Sulfate Reference Electrodes and Coupons 1-2.6 Exothermic Welding 1-2.7 Insulating Flange Kits 1-3 EXECUTION 1-3.2 General 1-3.3 Delivery 1-3.4 Anode Beds 1-3.5 Wires and Cables 1-3.6 Test Stations 1-3.7 Insulating Flange Kits 1-3.8 Exothermic Welding 1-4 INSPECTION AND TESTING 1-5 CLEAN UP 20 20 21 21 21 1 1 1 1 1 1 2 2 2 2 3 3 3 4 4 4 4 4 5 5 5 6 7 e�-B ESS/ONCITY OF NEWPORT BEACHNJAMINPUBLIC WORKS DEPARTMENTDAVIS. 82 3 SPECIAL PROVISIONS CATHODIC PROTECTION UPGRADES PROJECT �'FOF CA��F PROJECT NO. 24W11 CONTRACT NO. 9483-2 INTRODUCTION All work necessary for the completion of this contract shall be done in accordance with (1) these Special Provisions; (2) the Technical Specifications (3) the Plans (Drawing No. W-5405-S, W-5412-S, W-5413-S, W-5414-S, W-5415-S, W-5416-S, W-5417-S, W-5418- S, W-5419-S, and W-5420-S ); (4) the City's Design Criteria and Standard Drawings for Public Works Construction, (2021 Edition); (5) Standard Specifications for Public Works Construction (2015 Edition) including supplements. The City's Design Criteria and Standard Drawings for Public Works Construction are available at the following website: https://www.newportbeachca.gov/government/departments/pubIic- works/resou rces/standa rd-d rawings Copies of the Standard Specifications for Public Works Construction may be purchased online at www.bnibooks.com/products/standard-specifications-public-works-construction or call 888-BNI BOOK (888-264-2665). The following Special Provisions supplement or modify the Standard Specifications for Public Works Construction as referenced and stated hereinafter: PART 1 - GENERAL PROVISIONS SECTION 1 — TERMS, DEFINITIONS, ABBREVIATIONS, UNITS OF MEASURE, AND SYMBOLS 1-2 TERMS AND DEFINITIONS Add the following definition: City — City of Newport Beach SECTION 2 - SCOPE AND CONTROL OF THE WORK 2-1 AWARD AND EXECUTION OF THE CONTRACT Page SP 1 of 21 At the time of the award and until completion of work, the Contractor shall possess a Class A and C10 license. At the start of work and until completion of work, the Contractor and all Subcontractors shall possess a valid Business License issued by the City. The Contractor is required to demonstrate their experience and ability to complete similar cathodic protection projects for public agencies and shall have been engaged in similar cathodic protection projects for public agencies for a period of not less than five (5) years. As part of the Contractor's Technical Ability and Experience References, the Contractor must provide, at a minimum, five reference projects that demonstrate the successful completion of similar projects within the public right-of-way. 2-5 PLANS AND SPECIFICATIONS 2-5.2 Precedence of Contract Documents If there is a conflict or discrepancy between different Contract Documents, the more stringent requirement as determined by the Engineer shall control. 2-6 WORK TO BE DONE The work necessary for the completion of this contract consists of sawcutting, excavation, removal, and restoration of the roadway, parkway, and sidewalks, removing old cathodic protection system, furnishing, installing and testing of the new cathodic protection systems, cathodic protection system replacements, and all associated cathodic protection facilities included in the cathodic protection system plans. The work also includes applying for and obtaining all applicable encroachment permits from the City of Fountain Valley, the City of Costa Mesa, the City of Huntington Beach, the County of Orange, and the Orange County Sanitation District, providing traffic control. There are 10 plan sets located in various parts of the City and surrounding cities. Two of the plan sets are additive and may be included in the project. SECTION 3 - CHANGES IN WORK 3-3 EXTRA WORK 3-3.2 Payment 3-3.2.2 Basis for Establishing Cost 3-3.2.2.3 Tool and Equipment Rental Tool and equipment rental rates shall be based on the current Caltrans rental rates. 3-3.2.3 Markup 3-3.2.3.1 Work by the Contractor Page SP 2 of 21 Delete this section and replace with the following: The following percentages shall be added to the Contractor's costs and shall constitute the markup for all overhead and profit: 1) Labor ............................................ 15 2) Materials ....................................... 15 3) Equipment Rental ........................... 15 4) Other Items and Expenditures ........... 15 To the sum of the costs and markups provided in this subsection, one (1) percent may be added as compensation for bonding. 3-3.2.3.2 Work by a Subcontractor Delete this section and replace with the following: When all or any part of the extra work is performed by a Subcontractor, the markup established in Section 3-3.2.3.1 shall be applied by the Subcontractor to the actual costs and shall constitute the markup for all overhead and profit. An additional markup of five (5) percent of the total subcontracted cost may be added by the Contractor. To the sum of the costs and markups provided in this subsection, one (1) percent may be added as compensation for bonding. SECTION 4 - CONTROL OF MATERIALS 4-1 MATERIALS AND WORKMANSHIP 4-1.3 Inspection Requirements 4-1.3.1 General All material and articles furnished by the Contractor shall be subject to rigid inspection, and no material or article shall be used until it has been inspected and accepted by the Engineer. The Contractor shall furnish the Engineer with full information as to the progress of the work in its various parts and shall give the Engineer timely (48-hours minimum) notice of the Contractor's readiness for inspection. Submittals are required for all construction material. The Engineer shall select an independent testing laboratory and pay for all testing as specified in the various sections of the Standard Special Provisions and these Special Provisions. When, in the opinion of the Engineer, additional tests and retesting due to failed tests or inspections are required because of unsatisfactory results in the manner in which the Contractor executed the work, such tests and inspections shall be paid for by the Contractor. 5-1 LOCATION SECTION 5 - UTILITIES Page SP 3 of 21 5-1.1 General The Contractor is responsible for, and shall at his or her expense, pothole all existing utilities which may be affected by the work to verify locations of existing utilities. No work shall begin until the Contractor has potholed and verified locations of existing nearby utilities. Within seven (7) calendar days after completion of the work or phase of work, the Contractor shall remove all USA utility markings. Removal by sandblasting is not allowed. Any surface damaged by the removal effort shall be repaired to its pre -construction condition or better at the Contractor's expense. 5-2 PROTECTION In the event that an existing pull box, meter box or any other utility box is damaged by the Work and is not re -useable, the Contractor shall provide and install a new replacement pull box, meter box or any other utility box of identical type and size at no additional cost to the City. 5-4 RELOCATION All City owned pull boxes, water meter boxes, water valve boxes, sewer cleanout boxes and survey monument boxes (collectively known as "utility boxes") which are affected by the Work shall be replaced to finish grade with new utility boxes. The Contractorwill be required to contact Southern California Edison, The Gas Company, cable television companies, telecommunication companies and any other utility companies to have their existing utilities adjusted to finish grade. The Contractor shall coordinate with each utility company for the adjustment of their facilities in advance of work to avoid potential delays to the project schedule. SECTION 6 - PROSECUTION, PROGRESS AND ACCEPTANCE OF THE WORK 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK 6-1.1 Construction Schedule No work shall begin until a Notice to Proceed has been issued, a pre -construction meeting has been conducted, and a schedule of work has been approved by the Engineer. The Contractor shall submit a baseline schedule to the Engineer for approval a minimum of five working days prior to the pre -construction meeting. The Engineer will review the baseline schedule and may require the Contractor to modify the schedule to conform to the requirements of the Contract Documents. If work falls behind the approved baseline schedule, the Contractor shall be prohibited from starting additional work until Contractor has exerted extra effort to meet the baseline schedule and has demonstrated the ability to maintain the schedule in the future. Such stoppages of work shall in no way relieve the Contractor from the overall time of completion requirement, nor Page SP 4 of 21 shall it be construed as the basis for payment of extra work because additional personnel and equipment were required on the job. Contractor shall update the schedule periodically or as directed by the Engineer to reflect any delay or extension of time. In addition, Contractor shall prepare 2-week look -ahead schedules on a bi-weekly basis with detailed daily activities. 6-7 TIME OF COMPLETION 6-7.1 General The Contractor shall complete all work under the Contract within 250 consecutive working days after the date on the Notice to Proceed. The Contractor shall ensure the availability and delivery of all material prior to the start of work. Unavailability of material will not be sufficient reason to grant the Contractor an extension of time. Unless otherwise approved by the Engineer, construction shall start on [date]. Normal working hours are limited to 7:00 a.m. to 3:30 p.m., Monday through Friday. The Contractor, subcontractors, suppliers, etc., shall not generate any noise at the work site, storage sites, staging areas, etc., outside of the working hours. Should the Contractor elect to work outside normal working hours, Contractor must first obtain special permission from the Engineer. The request may be for 3:30 p.m. to 6:30 p.m. on weekdays or 8:00 a.m. to 6:00 p.m. on Saturdays only. A request for working outside the normal working hours must be made at least 72 hours in advance of the desired time period. A separate request must be made for each work shift. The Engineer reserves the right to deny any or all such requests. Additionally, the Contractor shall pay for supplemental inspection costs of $146 per hour when such time periods are approved. The following days are designated City holidays and are non -working days: 1. January 1 st (New Year's Day) 2. Third Monday in January (Martin Luther King Day) 3. Third Monday in February (President's Day) 4. Last Monday in May (Memorial Day) 5. July 4th (Independence Day) 6. First Monday in September (Labor Day) 7. November 11th (Veterans Day) 8. Fourth Thursday and Friday in November (Thanksgiving and Friday after) 9. December 24th, (Christmas Eve) 10. December 25th (Christmas) 11. December 26th thru 30th (City Office Closure) 12. December 31 st (New Year's Eve) If the holiday falls on a Sunday, the following Monday will be considered the holiday. If the holiday falls on a Saturday, the Friday before will be considered the holiday. Page SP 5 of 21 6-8 COMPLETION, ACCEPTANCE, AND WARRANTY Prior to acceptance of work, the Contractor shall submit a full-size set of plans to the Engineer. Retention payment and bonds will not be released until the as -built plans are reviewed and approved by the Engineer. A set of approved plans and specifications shall be at the job site at all times. The Contractor shall maintain as -built drawings of all work as the job progresses. A separate set of drawings shall be maintained for this purpose. These drawings shall be up-to-date and reviewed by the Engineer at the time each progress payment is submitted. Any changes to the approved plans that have been made with approval from the Engineer shall be documented on the as -built plans. The Contractor shall maintain books, records, and documents in accord with generally accepted accounting principles and practices. These books, records, and documents shall be retained for at least three years after the date of completion of the project. During this time, the material shall be made available to the Engineer. Suitable facilities are to be provided for access, inspection, and copying of this material. 6-9 LIQUIDATED DAMAGES For each consecutive calendar day after the time specified in Section 6-7.1 for completion of the work, the Contractor shall pay to the City or have withheld from moneys due it, the daily sum of $1,000.00. Execution of the Contract shall constitute agreement by the City and Contractor that the above liquidated damages per calendar day is the minimum value of the costs and actual damage caused by the failure of the Contractor to complete the Work within the allotted time. The intent of this section is to emphasize to the Contractor the importance of prosecuting the work in an orderly preplanned continuous sequence so as to minimize inconvenience to residences, businesses, vehicular and pedestrian traffic, and the public as a result of construction operations. SECTION 7 - RESPONSIBILITIES OF THE CONTRACTOR 7-1 THE CONTRACTOR'S EQUIPMENT AND FACILIITIES 7-1.2 Temporary Utility Services If the Contractor elects to use City water, Contractor shall arrange for a meter and tender a $1,250.00 meter deposit with the City. Upon return of the meter to the City, the deposit will be returned to the Contractor, less a $90 monthly charge for meter use, a charge for water usage and any repair charges for damage to the meter. Water used during construction shall be paid for by the Contractor. Page SP 6 of 21 City shall designate to the Contractor the location of the fire hydrant or other connection acceptable for drawing of construction and temporary water. City reserves the right to limit the location, times and rates of drawing such water. 7-2 LABOR 7-2.2 Prevailing Wages In accordance with California Labor Code Section 1720.9, hauling and delivery of ready - mixed concrete for public works contracts are subject to prevailing wages. 7-4 REMOVAL AND DISPOSAL OF MATERIAL Removal and disposal of material shall be done by City -approved, licensed, and Franchise Commercial Solid Waste Haulers. A current list of approved haulers can be found on the City's website at: http://newportbeachca.gov/index.aspx?page=157 and then selecting the link for Franchise Haulers List. 7-7 COOPERATION AND COLLATERAL WORK City forces will perform all shut downs of water, sewer and storm drain facilities as required. The Contractor shall provide the City advanced notice a minimum of seven calendar days prior to the time contractor desires the shutdown these City facilities. A four-hour shut down of water facilities during the daytime hours of 10:00 a.m. to 2:00 p.m. or a six -hour shut down between the nighttime hours of 11:00 p.m. to 5:00 a.m. will be allowed. The Contractor will be responsible for completing all water connections within the time period allowed. The times and dates of any utility to be shut down must be coordinated with the Engineer. It is the Contractor's responsibility to notify the affected businesses and residents of the upcoming water shutdown with a form provided by the Engineer at least 48 hours in advance of the water shut down. 7-8 WORK SITE MAINTENANCE 7-8.1 General All vandalism, including graffiti, at the work site shall be removed by the Contractor within 24 hours. 7-8.4 Storage of Equipment and Materials 7-8.4.2 Storage in Public Streets Construction materials and equipment may only be stored in streets, roads, or sidewalk areas if approved by the Engineer in advance. It is the Contractor's responsibility to obtain an area for the storage of equipment and materials. The Contractor shall obtain the Engineer's approval of a site for storage of equipment and materials prior to arranging for or delivering equipment and materials to the site. Prior to move -in, the Page SP 7 of 21 Contractor shall take photos of the laydown area. The Contractor shall restore the laydown area to its pre -construction condition. The Engineer may require new base and pavement if the pavement condition has been compromised during construction. 7-10 SAFETY 7-10.4 Safety 7-10.4.1 Work Site Safety The Contractor shall be solely and completely responsible for the conditions of the job site, including the safety of all persons and property during performance of the work. The Contractor shall fully comply with all state, federal and other laws, rules, regulations, and orders relating to the safety of the public and workers. The right of the Engineer or the City's representative to conduct construction review or observation of the Contractor's performance shall not include review or observation of the adequacy of the Contractor's safety measures in, on, or near the construction site. 7-10.5 Security and Protective Devices 7-10.5.3 Steel Plate Covers Steel plates utilized for trenching shall be the slip resistant type per Caltrans standards. In addition, steel plates on asphalt pavement shall be pinned and recessed flush with the existing pavement surface. SECTION 9 - MEASUREMENT AND PAYMENT 9-2 LUMP SUM WORK Contractor shall submit a detailed schedule of value for all lump sum bid items to the Engineer within 15 days after award of contract. 9-3 PAYMENT 9-3.1 General The unit and lump sum bid prices for each item of work shown on the proposal shall include full compensation for furnishing the labor, materials, tools, and equipment and doing all the work, including restoring all existing improvements, to complete the item of work in place and no other compensation will be allowed thereafter. Payment for incidental items of work not separately listed shall be included in the prices shown for the other related items of work. The last four plan sets are additive and may be included in the project. Contract will be awarded based on the lowest base bid amount plus the additive bid items identified herein. The following items of work pertain to the bid items included within the Proposal (each plan set has 6 bid items): Page SP 8 of 21 BASE BID — Exhibits C, D, I; and H, Reach No. 1; Exhibits G, A, and B. Bid Items 1 to 48. Exhibit C Plans (Reach #4 — 36" Water Main mostly on 16th St) Item No. 1 Mobilization, Demobilization, and Cleanup: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for providing bonds, insurance and financing, preparing and implementing the BMP Plan, preparing and updating construction schedules as requested by the Engineer, attending construction progress meetings as needed, and all other related work as required by the Contract Documents. This bid item shall also include all work and costs to acquire encroachment permits and any required traffic control plans from the City of Costa Mesa, demobilize from the project site, including but not limited to site cleanup, removal of USA markings and providing any required documentation as noted in these Special Provisions. Item No. 2 Traffic Control: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for delivering all required notifications and temporary parking permits, posting signs, covering conflicting existing signs, and all costs incurred notifying businesses and residents, preparing traffic control plans, providing the traffic control required by the project including, but not limited to, signs, cones, barricades, flashing arrow boards, K-rails, temporary striping, and flag persons. This item also includes furnishing all labor, tools, equipment and materials necessary to comply with the W.A.T.C.H. Manual, latest edition, and City requirements. Item No. 3 Cathodic Protection Materials: Providing all materials under this item shall include, but not be limited to, anodes, test stations, terminal boards, test leads, reference probes, exothermic welding equipment, pipeline coating repair, and insulating flange kits. Item No. 4 Installation and Restoration: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for excavation, trenching, shoring, installation of all below grade and above grade cathodic protection equipment as shown on the plans, backfilling per City standard specifications and restoring all existing improvements damaged by the work, and all other work items as required to complete the work in place. Item No. 5 Final Testing: Work under this item shall include, but not be limited to, all labor, tools, and equipment costs for performing cathodic protection final testing, commissioning of the upgrades, and supplying the City with a report documenting the testing results. Item No. 6 Provide As -Built Plans: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for all actions necessary to provide as -built drawings. These drawings must be kept up to date and submitted to the Engineer for review prior to request for payment. An amount of $3,000.00 is established for this bid item. The intent of this pre-set amount is to emphasize to the Contractor the importance of as -build drawings. Page SP 9 of 21 Exhibit D Plans (24" Newport Blvd Water Main) Item No. 7 Mobilization, Demobilization, and Cleanup: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for providing bonds, insurance and financing, preparing and implementing the BMP Plan, preparing and updating construction schedules as requested by the Engineer, attending construction progress meetings as needed, and all other related work as required by the Contract Documents. This bid item shall also include work to demobilize from the project site including but not limited to site cleanup, removal of USA markings and providing any required documentation as noted in these Special Provisions. Item No. 8 Traffic Control: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for delivering all required notifications and temporary parking permits, posting signs, covering conflicting existing signs, and all costs incurred notifying businesses and residents, preparing traffic control plans, providing the traffic control required by the project including, but not limited to, signs, cones, barricades, flashing arrow boards, K-rails, temporary striping, and flag persons. This item also includes furnishing all labor, tools, equipment and materials necessary to comply with the W.A.T.C.H. Manual, latest edition, and City requirements. Item No. 9 Cathodic Protection Materials: Materials under this item shall include, but not be limited to, anodes, test stations, terminal boards, test leads, reference probes, exothermic welding equipment, pipeline coating repair and insulating flange kits. Item No. 10 Installation and Restoration: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for excavation, trenching, shoring, installation of all below grade and above grade cathodic protection equipment as shown on the plans, backfilling per City standard specifications and restoring all existing improvements damaged by the work, and all other work items as required to complete the work in place. Item No. 11 Final Testing: Work under this item shall include, but not be limited to, all labor, tools, and equipment costs for performing cathodic protection final testing, commissioning of the upgrades, and supplying the City with a report documenting the testing results. Item No. 12 Provide As -Built Plans: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for all actions necessary to provide as -built drawings. These drawings must be kept up to date and submitted to the Engineer for review prior to request for payment. An amount of $2,000.00 is established for this bid item. The intent of this pre-set amount is to emphasize to the Contractor the importance of as -build drawings. Exhibit I Plans (18" East Coast Hwy Water Main) Item No. 13 Mobilization, Demobilization, and Cleanup: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for providing bonds, insurance and financing, preparing and implementing the BMP Plan, preparing Page SP 10 of 21 and updating construction schedules as requested by the Engineer, attending construction progress meetings as needed, and all other related work as required by the Contract Documents. This bid item shall also include work to demobilize from the project site including but not limited to site cleanup, removal of USA markings and providing any required documentation as noted in these Special Provisions. Item No. 14 Traffic Control: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for delivering all required notifications and temporary parking permits, posting signs, covering conflicting existing signs, and all costs incurred notifying businesses and residents, preparing traffic control plans, providing the traffic control required by the project including, but not limited to, signs, cones, barricades, flashing arrow boards, K-rails, temporary striping, and flag persons. This item also includes furnishing all labor, tools, equipment and materials necessary to comply with the W.A.T.C.H. Manual, latest edition, and City requirements. Item No. 15 Cathodic Protection Materials: Materials under this item shall include, but not be limited to, anodes, test stations, terminal boards, test leads, reference probes, exothermic welding equipment, pipeline coating repair and insulating flange kits. Item No. 16 Installation and Restoration: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for excavation, trenching, shoring, installation of all below grade and above grade cathodic protection equipment as shown on the plans, backfilling per City standard specifications and restoring all existing improvements damaged by the work, and all other work items as required to complete the work in place. Item No. 17 Final Testing: Work under this item shall include, but not be limited to, all labor, tools, and equipment costs for performing cathodic protection final testing, commissioning of the upgrades, and supplying the City with a report documenting the testing results. Item No. 18 Provide As -Built Plans: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for all actions necessary to provide as -built drawings. These drawings must be kept up to date and submitted to the Engineer for review prior to request for payment. An amount of $2,000.00 is established for this bid item. The intent of this pre-set amount is to emphasize to the Contractor the importance of as -build drawings. Exhibit H Plans (Corona del Mar Transmission Pipeline) Item No. 19 Mobilization, Demobilization, and Cleanup: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for providing bonds, insurance and financing, preparing and implementing the BMP Plan, preparing and updating construction schedules as requested by the Engineer, attending construction progress meetings as needed, and all other related work as required by the Contract Documents. This bid item shall also include work to demobilize from the project site including but not limited to site cleanup, removal of USA markings and providing any required documentation as noted in these Special Provisions. Page SP 11 of 21 Item No. 20 Traffic Control: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for delivering all required notifications and temporary parking permits, posting signs, covering conflicting existing signs, and all costs incurred notifying businesses and residents, preparing traffic control plans, providing the traffic control required by the project including, but not limited to, signs, cones, barricades, flashing arrow boards, K-rails, temporary striping, and flag persons. This item also includes furnishing all labor, tools, equipment and materials necessary to comply with the W.A.T.C.H. Manual, latest edition, and City requirements. Item No. 21 Cathodic Protection Materials: Materials under this item shall include, but not be limited to, anodes, test stations, terminal boards, test leads, reference probes, exothermic welding equipment, pipeline coating repair and insulating flange kits. Item No. 22 Installation and Restoration: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for excavation, trenching, shoring, installation of all below grade and above grade cathodic protection equipment as shown on the plans, backfilling per City standard specifications and restoring all existing improvements damaged by the work, and all other work items as required to complete the work in place. Item No. 23 Final Testing: Work under this item shall include, but not be limited to, all labor, tools, and equipment costs for performing cathodic protection final testing, commissioning of the upgrades, and supplying the City with a report documenting the testing results. Item No. 24 Provide As -Built Plans: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for all actions necessary to provide as -built drawings. These drawings must be kept up to date and submitted to the Engineer for review prior to request for payment. An amount of $3,000.00 is established for this bid item. The intent of this pre-set amount is to emphasize to the Contractor the importance of as -build drawings. Reach 1 Plans (36"/30" Water Main in west NB) Item No. 25 Mobilization, Demobilization, and Cleanup: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for providing bonds, insurance and financing, preparing and implementing the BMP Plan, preparing and updating construction schedules as requested by the Engineer, attending construction progress meetings as needed, and all other related work as required by the Contract Documents. This bid item shall also include all work and costs to acquire encroachment permits and provide any required traffic control plans from the City of Costa Mesa, demobilize from the project site, including but not limited to site cleanup, removal of USA markings and providing any required documentation as noted in these Special Provisions. Item No. 26 Traffic Control: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for delivering all required notifications and temporary parking permits, posting signs, covering conflicting existing signs, and all costs Page SP 12 of 21 incurred notifying businesses and residents, preparing traffic control plans, providing the traffic control required by the project including, but not limited to, signs, cones, barricades, flashing arrow boards, K-rails, temporary striping, and flag persons. This item also includes furnishing all labor, tools, equipment and materials necessary to comply with the W.A.T.C.H. Manual, latest edition, and City requirements. Item No. 27 Cathodic Protection Materials: Materials under this item shall include, but not be limited to, anodes, test stations, terminal boards, test leads, reference electrodes, coupons, exothermic welding equipment, pipeline coating repair and insulating flange kits. Item No. 28 Installation and Restoration: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for excavation, trenching, shoring, installation of all below grade and above grade cathodic protection equipment as shown on the plans, backfilling per City standard specifications and restoring all existing improvements damaged by the work, and all other work items as required to complete the work in place. Item No. 29 Final Testing: Work under this item shall include, but not be limited to, all labor, tools, and equipment costs for performing cathodic protection final testing, commissioning of the upgrades, and supplying the City with a report documenting the testing results. Item No. 30 Provide As -Built Plans: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for all actions necessary to provide as -built drawings. These drawings must be kept up to date and submitted to the Engineer for review prior to request for payment. An amount of $4,000.00 is established for this bid item. The intent of this pre-set amount is to emphasize to the Contractor the importance of as -build drawings. Exhibit G Plans (18" Jamboree Rd Water Main) Item No. 31 Mobilization, Demobilization, and Cleanup: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for providing bonds, insurance and financing, preparing and implementing the BMP Plan, preparing and updating construction schedules as requested by the Engineer, attending construction progress meetings as needed, and all other related work as required by the Contract Documents. This bid item shall also include work to demobilize from the project site including but not limited to site cleanup, removal of USA markings and providing any required documentation as noted in these Special Provisions. Item No. 32 Traffic Control: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for delivering all required notifications and temporary parking permits, posting signs, covering conflicting existing signs, and all costs incurred notifying businesses and residents, preparing traffic control plans, providing the traffic control required by the project including, but not limited to, signs, cones, barricades, flashing arrow boards, K-rails, temporary striping, and flag persons. This item also Page SP 13 of 21 includes furnishing all labor, tools, equipment and materials necessary to comply with the W.A.T.C.H. Manual, latest edition, and City requirements. Item No. 33 Cathodic Protection Materials: Materials under this item shall include, but not be limited to, anodes, test stations, terminal boards, test leads, reference probes, exothermic welding equipment, pipeline coating repair and insulating flange kits. Item No. 34 Installation and Restoration: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for excavation, trenching, shoring, installation of all below grade and above grade cathodic protection equipment as shown on the plans, backfilling per City standard specifications and restoring all existing improvements damaged by the work, and all other work items as required to complete the work in place. Item No. 35 Final Testing: Work under this item shall include, but not be limited to, all labor, tools, and equipment costs for performing cathodic protection final testing, commissioning of the upgrades, and supplying the City with a report documenting the testing results. Item No. 36 Provide As -Built Plans: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for all actions necessary to provide as -built drawings. These drawings must be kept up to date and submitted to the Engineer for review prior to request for payment. An amount of $1,000.00 is established for this bid item. The intent of this pre-set amount is to emphasize to the Contractor the importance of as -build drawings. Exhibit A Plans (Reach #3A & 3B — 24" and Reach #3 — 36" Water Main in Fountain Valley) Item No. 37 Mobilization, Demobilization, and Cleanup: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for providing bonds, insurance and financing, preparing and implementing the BMP Plan, preparing and updating construction schedules as requested by the Engineer, attending construction progress meetings as needed, and all other related work as required by the Contract Documents. This bid item shall also include all work and costs to acquire encroachment permits and any required traffic control plans from the City of Fountain Valley, City of Huntington Beach, and Orange County Public Works, demobilize from the project site, including but not limited to site cleanup, removal of USA markings and providing any required documentation as noted in these Special Provisions. Item No. 38 Traffic Control: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for delivering all required notifications and temporary parking permits, posting signs, covering conflicting existing signs, and all costs incurred notifying businesses and residents, preparing traffic control plans, providing the traffic control required by the project including, but not limited to, signs, cones, barricades, flashing arrow boards, K-rails, temporary striping, and flag persons. This item also includes furnishing all labor, tools, equipment and materials necessary to comply with the W.A.T.C.H. Manual, latest edition, and City requirements. Page SP 14 of 21 Item No. 39 Cathodic Protection Materials: Materials under this item shall include, but not be limited to, anodes, test stations, terminal boards, test leads, reference electrodes, coupons, exothermic welding equipment, pipeline coating repair and insulating flange kits. Item No. 40 Installation and Restoration: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for excavation, trenching, shoring, installation of all below grade and above grade cathodic protection equipment as shown on the plans, backfilling per City standard specifications and restoring all existing improvements damaged by the work, and all other work items as required to complete the work in place. Item No. 41 Final Testing: Work under this item shall include, but not be limited to, all labor, tools, and equipment costs for performing cathodic protection final testing, commissioning of the upgrades, and supplying the City with a report documenting the testing results. Item No. 42 Provide As -Built Plans: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for all actions necessary to provide as -built drawings. These drawings must be kept up to date and submitted to the Engineer for review prior to request for payment. An amount of $10,000.00 is established for this bid item. The intent of this pre-set amount is to emphasize to the Contractor the importance of as -build drawings. Exhibit B Plans (Reach #2 — 36" Water Main in Huntington Beach) Item No. 43 Mobilization, Demobilization, and Cleanup: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for providing bonds, insurance and financing, preparing and implementing the BMP Plan, preparing and updating construction schedules as requested by the Engineer, attending construction progress meetings as needed, and all other related work as required by the Contract Documents. This bid item shall also include all work and costs to acquire encroachment permits and any required traffic control plans from the City of Huntington Beach, Orange County Sanitation District, and Orange County Public Works, demobilize from the project site including but not limited to site cleanup, removal of USA markings and providing any required documentation as noted in these Special Provisions. Item No. 44 Traffic Control: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for delivering all required notifications and temporary parking permits, posting signs, covering conflicting existing signs, and all costs incurred notifying businesses and residents, preparing traffic control plans, providing the traffic control required by the project including, but not limited to, signs, cones, barricades, flashing arrow boards, K-rails, temporary striping, and flag persons. This item also includes furnishing all labor, tools, equipment and materials necessary to comply with the W.A.T.C.H. Manual, latest edition, and City requirements. Item No. 45 Cathodic Protection Materials: Materials under this item shall include, but not be limited to, anodes, test stations, terminal boards, test leads, reference Page SP 15 of 21 electrodes, coupons, exothermic welding equipment, pipeline coating repair and insulating flange kits. Item No. 46 Installation and Restoration: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for excavation, trenching, shoring, installation of all below grade and above grade cathodic protection equipment as shown on the plans, backfilling per City standard specifications and restoring all existing improvements damaged by the work, and all other work items as required to complete the work in place. Item No. 47 Final Testing: Work under this item shall include, but not be limited to, all labor, tools, and equipment costs for performing cathodic protection final testing, commissioning of the upgrades, and supplying the City with a report documenting the testing results. Item No. 48 Provide As -Built Plans: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for all actions necessary to provide as -built drawings. These drawings must be kept up to date and submitted to the Engineer for review prior to request for payment. An amount of $5,000.00 is established for this bid item. The intent of this pre-set amount is to emphasize to the Contractor the importance of as -build drawings. ADDITIVE BID ITEMS — Exhibits E and F. Bid Items 49 to 60. Exhibit E Plans (24" Irvine Ave Water Main — north end) Item No. 49 Mobilization, Demobilization, and Cleanup: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for providing bonds, insurance and financing, preparing and implementing the BMP Plan, preparing and updating construction schedules as requested by the Engineer, attending construction progress meetings as needed, and all other related work as required by the Contract Documents. This bid item shall also include work to demobilize from the project site including but not limited to site cleanup, removal of USA markings and providing any required documentation as noted in these Special Provisions. Item No. 50 Traffic Control: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for delivering all required notifications and temporary parking permits, posting signs, covering conflicting existing signs, and all costs incurred notifying businesses and residents, preparing traffic control plans, providing the traffic control required by the project including, but not limited to, signs, cones, barricades, flashing arrow boards, K-rails, temporary striping, and flag persons. This item includes providing four (4) CMS and updating messages on the CMS as requested by the Engineer. This item also includes furnishing all labor, tools, equipment and materials necessary to comply with the W.A.T.C.H. Manual, latest edition, and City requirements. Item No. 51 Cathodic Protection Materials: Materials under this item shall include, but not be limited to, anodes, test stations, terminal boards, test leads, reference probes, exothermic welding equipment, pipeline coating repair and insulating flange kits. Page SP 16 of 21 Item No. 52 Installation and Restoration: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for excavation, trenching, shoring, installation of all below grade and above grade cathodic protection equipment as shown on the plans, backfilling per City standard specifications and restoring all existing improvements damaged by the work, and all other work items as required to complete the work in place. Item No. 53 Final Testing: Work under this item shall include, but not be limited to, all labor, tools, and equipment costs for performing cathodic protection final testing, commissioning of the upgrades, and supplying the City with a report documenting the testing results. Item No. 54 Provide As -Built Plans: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for all actions necessary to provide as -built drawings. These drawings must be kept up to date and submitted to the Engineer for review prior to request for payment. An amount of $5,000.00 is established for this bid item. The intent of this pre-set amount is to emphasize to the Contractor the importance of as -build drawings. Exhibit F Plans (Irvine Ave & Dover Dr - 24" Water Main) Item No. 55 Mobilization, Demobilization, and Cleanup: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for providing bonds, insurance and financing, preparing and implementing the BMP Plan, preparing and updating construction schedules as requested by the Engineer, attending construction progress meetings as needed, and all other related work as required by the Contract Documents. This bid item shall also include work to demobilize from the project site including but not limited to site cleanup, removal of USA markings and providing any required documentation as noted in these Special Provisions. Item No. 56 Traffic Control: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for delivering all required notifications and temporary parking permits, posting signs, covering conflicting existing signs, and all costs incurred notifying businesses and residents, preparing traffic control plans, providing the traffic control required by the project including, but not limited to, signs, cones, barricades, flashing arrow boards, K-rails, temporary striping, and flag persons. This item includes providing four (4) CMS and updating messages on the CMS as requested by the Engineer. This item also includes furnishing all labor, tools, equipment and materials necessary to comply with the W.A.T.C.H. Manual, latest edition, and City requirements. Item No. 57 Cathodic Protection Materials: Materials under this item shall include, but not be limited to, anodes, test stations, terminal boards, test leads, reference probes, exothermic welding equipment, pipeline coating repair and insulating flange kits. Item No. 58 Installation and Restoration: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for excavation, trenching, shoring, installation of all below grade and above grade cathodic protection equipment as shown on the plans, backfilling per City standard specifications and restoring all existing Page SP 17 of 21 improvements damaged by the work, and all other work items as required to complete the work in place. Item No. 59 Final Testing: Work under this item shall include, but not be limited to, all labor, tools, and equipment costs for performing cathodic protection final testing, commissioning of the upgrades, and supplying the City with a report documenting the testing results. Item No. 60 Provide As -Built Plans: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for all actions necessary to provide as -built drawings. These drawings must be kept up to date and submitted to the Engineer for review prior to request for payment. An amount of $3,000.00 is established for this bid item. The intent of this pre-set amount is to emphasize to the Contractor the importance of as -build drawings. 9-3.2 Partial and Final Payment. From each progress payment, five (5) percent will be retained by the City, and the remainder less the amount of all previous payments will be paid. Partial payments for mobilization and traffic control shall be made in accordance with Section 10264 of the California Public Contract Code. PART 2 - CONSTRUCTION MATERIALS SECTION 200 — ROCK MATERIALS 200-2 UNTREATED BASE MATERIALS 200-2.1 General Crushed Miscellaneous Base (CMB) shall be used as the untreated base material. SECTION 201 - CONCRETE, MORTAR, AND RELATED MATERIALS 201-1 PORTLAND CEMENT CONCRETE 201-1.1 Requirements 201-1.1.2 Concrete Specified by Class and Alternate Class Portland cement concrete shall be Class 560-C-3250 unless shown otherwise on the plans. 201-2 REINFORCEMENT FOR CONCRETE Page SP 18 of 21 201-2.2 Steel Reinforcement 201-2.2.1 Reinforcing Steel Reinforcing steel shall be Grade 60 steel conforming to ASTM A 615 with 2-inch minimum cover unless shown otherwise on the plans. SECTION 203 — BITUMINOUS MATERIALS 203-6 ASPHALT CONCRETE 203-6.5 Type III Asphalt Concrete Mixtures Asphalt concrete finish course and leveling course shall be Type III-C3-PG 64-10 (20% max RAP). Asphalt concrete base course shall be Type II I-132-PG 64-10 (20% max RAP). PART 3 - CONSTRUCTION METHODS SECTION 300 - EARTHWORK 300-1 CLEARING AND GRUBBING 300-1.3 Removal and Disposal of Materials 300-1.3.1 General Refer to Section 7-4 for Franchised Commercial Solid Waste Haulers requirements. The Contractor shall maintain the job site in a clean and safe condition. The Contractor shall remove any broken concrete, debris or other deleterious material from the job site at the end of each workday or as directed by the Engineer. All areas of roadway removal and replacement shall have a minimum trench width of 3-feet to facilitate maximum compaction. Contractor shall meet with the Engineer to mark out the areas of roadway removal and replacement. Non -reinforced concrete and asphalt wastes generated from the job site shall be disposed of at a facility that crushes such materials for reuse. Excess soil and other recyclable solid wastes shall not be disposed of at a sanitary landfill. The Contractor shall maintain monthly tonnage records of total solid wastes generated and solid wastes disposed of at a sanitary landfill. The Contractor shall report said tonnage monthly to the Engineer and provide appropriate confirmation documentation from the recycling facility. All material disposal manifests shall be provided to the Engineer prior to release of final retention. The Contractor shall dispose of all excess or waste material and shall include all fees for such disposal in the appropriate bid items. Page SP 19 of 21 300-1.3.2 Requirements (c) Concrete Curb, Walk, Gutters, Cross Gutters, Driveway, and Alley Intersections. Concrete shall be removed from existing joint to existing joint. Alternatively, with prior approval from the Engineer, existing concrete may be neatly sawed to form straight edges to join proposed concrete improvements. Saw cuts on concrete surfaces shall be a minimum of two (2) inches deep. Saw cuts on asphalt pavement shall be full depth. Final removal between the sawcut lines may be accomplished using jackhammers or sledgehammers. Pavement breakers or stompers will not be permitted on the job. The Engineer must approve final removal accomplished by other means. SECTION 302 - ROADWAY SURFACING 302-6 PORTLAND CEMENT CONCRETE PAVEMENT 302-6.7 Traffic and Use Provisions The Contractor shall not allow vehicular traffic on new concrete until the concrete has attained a minimum compressive strength of 3000 psi. High early strength concrete may be attained to meet the time constraints by using additional portland cement or chemical admixtures in accordance with Section 201-1 and with prior approval of the Engineer. The cost of high early strength concrete shall be included in the unit prices for all concrete bid items. SECTION 303 - CONCRETE AND MASONRY CONSTRUCTION 303-5 CONCRETE CURBS, WALKS, GUTTERS, CROSS GUTTERS, ALLEY INTERSECTIONS, ACCESS RAMPS AND DRIVEWAYS 303-5.1 Requirements 303-5.1.1 General Sidewalks and curb access ramps shall be opened to pedestrian access on the day following concrete placement. In addition, all forms shall be removed, irrigation systems shall be repaired, and backfill or asphalt concrete patch back shall be placed within 72 hours following concrete placement. Concrete replacement shall extend from the existing joint to the existing joint. PART 6 - TEMPORARY TRAFFIC CONTROL SECTION 600 -ACCESS 600-3 PEDESTRIAN ACCESS Pedestrian access to all storefronts, offices, residences, etc., within the limits of work must be maintained at all times. The Contractor shall cooperate with the Engineer to provide Page SP 20 of 21 advance notice to all establishments whose access will be impacted by construction operations, particularly sidewalk construction. SECTION 601 — WORK AREA TRAFFIC CONTROL 601-1 GENERAL The Contractor shall furnish and install signage, barricades, delineators, yellow safety ribbons, changeable message signs (CMS), and any other measures deemed necessary by the Engineer to safely direct the public around areas of construction, and into and out of the affected establishments. Messages for the CMS shall be updated by the Contractor as directed by the Engineer. 601-2 TRAFFIC CONTROL PLAN (TCP) The Contractor shall submit to the Engineer, at least five working days prior to the pre - construction meeting, traffic control plans and/or detour plans for each street and parking lot. Traffic Control plans shall be provided for all phases of work (single lane closure, multiple lane closure, day time work, night time work, etc.). The Contractor shall be responsible for processing and obtaining approval of a traffic control plans from the Engineer. The Contractor shall adhere to the conditions of the traffic control plan. Traffic control plans shall be prepared by a licensed Traffic Engineer and conform to the provisions of the WORK AREA TRAFFIC CONTROL HANDBOOK (W.A.T.C.H), Latest Edition. Traffic Control Plans shall be signed and sealed by a California licensed traffic engineer. Traffic control and detours shall incorporate the following items: Page SP 21 of 21 SECTION 26 42 00 — CATHODIC PROTECTION SYSTEMS GENERAL 1-1.2 WORK INCLUDED A. The work specified in this Section consists of furnishing, installing, and testing of cathodic protection systems. Work includes installation of sacrificial anodes, reference probes, coupons, reference electrodes, insulating flange kits, wires and cables, test stations, and terminal boards. Piping to be protected includes buried cement -mortar lined and coated steel pipe, cement -mortar lined and tape - wrapped steel pipe, and ductile iron pipe. B. This specification section outlines the materials, installation, and testing requirements of the cathodic protection system such as, but not limited to, high potential magnesium anodes, reference electrodes, structure connections, insulating flange kits and wiring for the corrosion protection of underground pipelines. C. The galvanic anode cathodic protection (GACP) systems shall meet a minimum design life of 20 years. The location of test stations boxes, anodes, etc., shall be modified to suit field conditions upon approval of the Engineer. 1-1.3 REFERENCES A. Association for Materials Protection and Performance (AMPP) (Formerly NACE) 1-1.4 APPLICABLE CODES AND STANDARDS A. ASTM B843 — Standard Specification for Magnesium Alloy Anodes for Cathodic Protection B. ASTM C150 — Standard Specification for Portland Cement C. NACE SP0169-2024 — Control of External Corrosion on Underground or Submerged Metallic Piping Systems D. NACE SP0286-2007 — Electrical Isolation of Cathodically Protected Pipelines 1-1.5 SUBMITTALS A. Shop Drawings a. Submit complete shop drawings of materials to be incorporated in Work including reference electrodes, coupons, test station materials, and insulating flange kits. b. Include catalog number, cuts, and other descriptive data. 1-1.6 QUALIFICATIONS A. Testing: Performed by or under supervision of a certified Cathodic Protection Specialist Page TS 1 of 7 1-2 PRODUCTS 1-2.2 Galvanic Anodes A. High -Potential Magnesium Anodes a. Composition b. Aluminum: 0.01 % c. Manganese: 0.5 — 1.3% d. Copper: 0.02% Maximum e. Nickel: 0.001 % Maximum f. Iron: 0.03% Maximum g. Total others: 0.3% Maximum h. Magnesium: Remainder B. Cast with a galvanized steel core C. Packaged in a permeable cloth bag D. Backfill Composition a. Gypsum:75% b. Bentonite:20% c. Sodium Sulphate: 5% E. Weight and Dimensions a. Ingot Weight: 48 pounds b. Packaged Weight: 96 pounds c. Ingot Dimensions: 5" x 5" x 31" d. Packaged Dimensions: 8" x 34" 1-2.3 Cables A. Newly installed test cables shall be size #8 AWG, HMWPE insulated or #10 AWG THW insulate, and suitable for direct burial. B. Splices: Not permitted on joint bond cables or test cables without the Engineer's approval. C. Anode lead wires shall be size #12 AWG, HMWPE insulated, and anode header cables shall be #8 AWG, HMWPE insulated. D. Reference electrode wires shall be #14 or #16 AWG RHH-RHW yellow tray cable. E. Coupon wires shall be #12 AWG THHN green, #14 AWG RHH-RHW blue, red, orange, or black tray cable. 1-2.4 Test Stations A. Test Boxes a. Flush mounted test stations shall be placed in a City of Newport Beach approved traffic rated flush to grade box with lid marked "CP TEST". Final location to be field determined no more than 50-feet away from the point of connection to the pipe. b. Post mounted test stations shall be placed in a City of Newport Beach approved fiberglass box of dimensions 12-inch by 10-inch by 6-inch Page TS 2 of 7 marked with the pipeline stationing. Above grade cables shall be routed to the test box through a 1-inch minimum RGS conduit. B. Test Boards a. A phenolic test panel shall be used for making electrical connections between the pipeline and anodes, and for the cable terminations for the pipe leads, coupon, and reference electrodes as shown on the drawings. b. Test boards shall be 0.25-inch minimum thickness of laminated phenolic board. The panel fittings shall include compression cable terminals, bolts, nuts, washers, copper bus bars, and current measurement Holloway 0.01- ohm RS shunts or approved equal. c. Test boards shall be labeled with the pipeline stationing of the point of connection to the pipe. 1-2.5 Copper/Copper-Sulfate Reference Electrodes and Coupons A. For steel cylinder pipelines: a. Shall be Borin Manufacturing Model SRE-031-CSY copper/copper-sulfate reference electrode and coupon combo. B. For ductile iron pipelines: a. Shall be Borin Manufacturing Model SRE-002-CFY copper/copper-sulfate reference electrode in conjunction with a MCMiller COU200 ductile iron coupon or approved equal. C. The copper/copper-sulfate reference electrodes shall not be susceptible to chloride contamination and will deliver accurate potential measurements for up to 30 years. D. Reference electrode and coupon wires shall have insulation as indicated in the manufacturer's material cut sheets. 1-2.6 Exothermic Welding A. Test cables shall be joined to the pipeline via exothermic welding. B. Erico Products, Inc., Cadweld Process; Continental industries, Inc., Thermoweld Process; or approved equivalent. Materials shall conform to the manufacturer's recommendations regarding mold size and shape, charge size, and alloy mixture for power. C. Welds shall be coated with Carboline SplashZone coating, Handy Cap exothermic weld cap (with primer as needed) or approved equivalent. 1-2.7 Insulating Flange Kits A. Insulating flange kits shall contain full-faced isolating and sealing gaskets with a minimum 550 volts/mil dielectric strength, full-length sleeves, and double washers. B. Insulation material for flange insulation kits shall be phenolic resin and flange -faced gaskets shall be neoprene -faced phenolic resin. C. Suitable for use at operating pressures specified and provided to the proper diameter of the pipe. Page TS 3 of 7 1-3EXECUTION 1-3.2 General A. All cathodic protection installation work shall comply with AMPP publication: SP- 0169-2024 "Control of External Corrosion on Underground and Submerged Metallic Piping Systems and with RP-0286-2007 "Electrical Isolation of Cathodically Protected Pipelines". 1-3.3 Delivery A. Confirm condition of equipment with DESIGN -BUILDER when delivered to site B. Repair or return any damaged goods to the satisfaction of the DESIGN -BUILDER 1-3.4 Anode Beds A. Galvanic anodes shall be installed in field determined excavation sites in vertically augered bores to the depths and approximate locations shown on the cathodic protection design drawings. a. The anode borings shall be of width and depth to properly accommodate each anode. Anodes to be placed vertically at pipe -depth and at a minimum of approximately 5-feet away from the pipe wall. Anode -to -anode spacing as shown on the plans. Separate ground beds to be placed at a minimum of 20-feet apart. b. The anodes must never be lowered or suspended by their cables; anodes shall be lowered into the trenches using suitably sized ropes. c. The anodes must be thoroughly soaked with water as each anode is installed using a minimum of 10 gallons of fresh water per anode. d. After installing and hydrating the anodes, the anodes shall be backfilled to grade using stone and clod free native soil. e. Any compaction at the excavation shall be in accordance with the standards and requirements of the permitting agency taking care not to damage the anode lead wires or anode header cables. B. Anode Cables a. Unless specified in civil specifications, dig a 6 (or 12) -inch wide x 24-inch- deep trench from the anode bed to the test station box location. b. Route the anode cables to at least 24-inches below grade. c. Leave slack in the cables at both ends and avoid damage to the cable during installation and backfilling. 1-3.5 Wires and Cables A. Depth: Install all underground wires and cables a minimum of 24-inches below final grade with a minimum separation of 6-inches from other underground structures. B. Backfill over wire: All buried cables shall have plastic warning tape installed a minimum of 12-inches above the top of the cables for the entire buried length of the cables. Page TS 4 of 7 1-3.6 Test Stations A. Location: Install test station enclosures in locations as indicated in the cathodic protection design drawings, generally immediately adjacent to the anode bed and no more than 50-feet from the point of connection to the pipe. Place the enclosure to allow ready access to the test station/enclosure for testing and routine maintenance. B. Terminate all cables at the test station panels in accordance with the cathodic protection drawings. 1-3.7 Insulating Flange Kits A. Insulating flange kits shall be installed to electrically isolate the pipelines from other structures at the locations shown in the cathodic protection drawings. B. Flanges shall be carefully aligned and installed in accordance with the manufacturer's printed instructions to avoid damaging insulating materials. C. Insulating flanged joints shall be assembled, hydrotested, and coated as required by the City standards. 1-3.8 Exothermic Welding A. Negative cable connections to specified buried piping shall be accomplished by exothermic welding. Connections shall be on the top of the pipe between the 11 and 1 o'clock position. B. Observe proper safety precautions, welding procedures, exothermic weld material selection, and surface preparation as recommended by the exothermic weld manufacturer. C. Ensure there is adequate ventilation in the area of the welding. D. Ensure that the structure wall thickness is of sufficient thickness that the exothermic weld process will not damage the integrity of the structure. E. Clean a 4-inch by 4-inch space on the structure surface to a bright, shiny, metallic surface free of all serious pits and flaws by use of a mechanical grinder or a file. F. Connect wire directly to the structure by use of exothermic weld kits in accordance with the kit manufacturer's instructions. G. Remove all weld slag from the weldment with a wire brush. H. Visually inspect the weld for size, material leakage, exposed conductor porosity color, and surface finish. I. Check and verify adherence of the bond to the substrate for mechanical integrity by pulling and applying steady tension on the cable while striking the side of the weld once with a 2-pound hammer with a shearing blow. J. Any welds that break loose or show signs of poor quality shall be removed, cleaned and re -welded. K. If the portion of rejected welds is more than 5 percent or 3 during one workday the Contractor shall stop welding and thoroughly review the weld kit manufacturer's installation instructions and inspection guide to reduce the number of rejected welds. Page TS 5 of 7 L. Install a weld cap over the weld, using primer if needed before applying weld cap. M. Apply protective coating material to all exposed areas, welds, and conductors in accordance with the manufacturer's recommendations. The coating shall overlap the structure coating to a minimum of 1-inch. Allow sufficient time to dry before back filling. N. Allow sufficient slack in the lead wire to compensate for movement. O. Protect wires from damage until final backfill and termination in test box. P. The steel pipe shall be re -coated in the weld area with coal -tar epoxy. 1-4 INSPECTION AND TESTING A. All pre -commissioning testing shall be carried out by a NACE level CP-2 qualified engineer or higher under the supervision of a qualified (NACE CP Specialist or Corrosion PE) and experienced personnel employed by a company normally engaged in cathodic protection. B. Electrical Isolation: Insulating flanges shall have installation verified for correct operation prior to tape wrapping or coating and backfilling using a "Gas Electronics model 601 Isolation Flange Tester" or "MC Miller U-MIC". The insulating flanges tested shall be operated in accordance with the manufacturer's instruction. If the flange kit passes the isolation test, then it can be wrapped or coated and buried as applicable. If the insulating flange fails the test, then it shall be repaired or replaced by the Contractor and then retested to confirm proper operation. Records shall be retained and submitted to the district. C. Pipe Lead Wire Integrity Tests: After the pipes or fittings are buried, all new test and structure wires shall be tested for their integrity and electrical continuity with the pipeline. Any damaged or broken wires shall be replaced by the Contractor and retested. All records shall be retained and submitted to the Designer/Builder. D. Cathodic Protection Surveys: The following minimum tests shall be carried out for each new cathodic protection system installed: a. Visually inspect the installations for compliance with the cathodic protection design drawings and specifications. b. Test for effective electrical isolation at all insulating kit test stations by using the MC Miller U-MIC buried insulating flange tester. c. Record "Native" (as found) structure -to -electrolyte potentials for all pipes (at all test leads at the test station). d. Record the open -circuit potentials of the anodes prior to connection to the terminal board. e. Connect the pipe structure wire to the panel board bus bar and record "ON" structure -to -electrolyte potentials at piping terminals in the junction box. f. Leave the anodes connected for a minimum of 24 hours or longer as needed for the structures to polarize. Note that concrete mortar coated pipelines can take several weeks to fully polarize. Page TS 6 of 7 g. Using the provided coupons, carry out an On/Instant Off (Polarized) structure -to -electrolyte potential survey at all related test stations. h. Submit the commissioning report with tabulated data, conclusions, and recommendations to the Engineer. i. Submit as -built drawings to the Engineer. 1-5 CLEAN UP A. The Contractor shall be responsible for clean-up and removal of all debris, extra materials, and equipment utilized for installation of the cathodic protection system. END OF SECTION Page TS 7 of 7 CATHODIC PROTECTION UPGRADES PROJECT CONTRACT NO. 9483-2 THIS CONTRACT FOR PUBLIC WORKS ("Contract") is entered into this 28th day of October, 2025 ("Effective Date"), by and between the CITY OF NEWPORT BEACH, a California municipal corporation and charter city ("City"), and TEICHERT ENERGY & UTILITIES GROUP, INC., a California corporation ("Contractor"), whose address is 400 Sunrise Avenue, #200, Roseville, CA 95661, and is made with reference to the following: RECITALS A. City is a municipal corporation duly organized and validly existing under the laws of the State of California with the power to carry on its business as it is now being conducted under the statutes of the State of California and the Charter of City. B. City has advertised for bids for the following described public work: The work necessary for the completion of this contract consists of sawcutting, excavation, removal, and restoration of the roadway, parkway, and sidewalks, removing old cathodic protection system, furnishing, installing and testing of the new cathodic protection systems, cathodic protection system replacements, and all associated cathodic protection facilities included in the cathodic protection system plans. The work also includes applying for and obtaining all applicable encroachment permits from the City of Fountain Valley, the City of Costa Mesa, the City of Huntington Beach, the County of Orange, and the Orange County Sanitation District, providing traffic control. There are 10 plan sets located in various parts of the City and surrounding cities. Two of the plan sets are additive and may be included in the project (the "Project" or "Work"). C. Contractor has been determined by City to be the lowest responsible bidder and Contractor's bid, and the compensation set forth in this Contract, is based upon Contractor's careful examination of all Contract documents, plans and specifications. NOW, THEREFORE, it is mutually agreed by and between the undersigned parties as follows: 1. CONTRACT DOCUMENTS The complete Contract for the Project includes all of the following documents: Notice Inviting Bids, Instructions to Bidders, Proposal, Bidder's Bond, Non -Collusion Affidavit, Notice to Successful Bidder, Labor and Materials Payment Bond (Exhibit A), Faithful Performance Bond (Exhibit B), Permits, Standard Special Provisions and Standard Drawings, Plans and Special Provisions for Contract No. 9483-2, Standard Specifications for Public Works Construction (current adopted edition and all supplements), and this Contract, and all modifications and amendments thereto (collectively the "Contract Documents"), all of which are incorporated herein by reference. The Contract Documents comprise the sole agreement between the parties as to the subject matter therein. Any representations or agreements not specifically contained in the Contract Documents are null and void. Any amendments must be made in writing, and signed by both parties in the manner specified in the Contract Documents. 2. SCOPE OF WORK Contractor shall perform everything required to be performed, and shall provide and furnish all the labor, materials, necessary tools, expendable equipment and all utility and transportation services required for the Project. All of the Work to be performed and materials to be furnished shall be in strict accordance with the provisions of the Contract Documents. Contractor is required to perform all activities, at no extra cost to City, which are reasonably inferable from the Contract Documents as being necessary to produce the intended results. 3. COMPENSATION 3.1 As full compensation for the performance and completion of the Project as required by the Contract Documents, City shall pay to Contractor and Contractor accepts as full payment the sum of Three Million Six Hundred Seventy Three Thousand Four Hundred Sixty Seven Dollars ($3,673,467.00). 3.2 This compensation includes: 3.2.1 Any loss or damage arising from the nature of the Work; 3.2.2 Any loss or damage arising from any unforeseen difficulties or obstructions in the performance of the Work; and 3.2.3 Any expense incurred as a result of any suspension or discontinuance of the Work, but excludes any loss resulting from earthquakes of a magnitude in excess of 3.5 on the Richter Scale and tidal waves, including tsunamis, and which loss or expense occurs prior to acceptance of the Work by City. 4. PROJECT MANAGER Contractor shall designate a Project Manager, who shall coordinate all phases of the Project. This Project Manager shall be available to City at all reasonable times during the term of the Contract. Contractor has designated Eric Streich to be its Project Manager. Contractor shall not remove or reassign the Project Manager without the prior written consent of City. City's approval shall not be unreasonably withheld. 5. ADMINISTRATION This Contract shall be administered by the Public Works Department. City's Public Works Director, or designee, shall be the Project Administrator and shall have the authority to act for City under this Contract. The Project Administrator or designee shall represent City in all matters pertaining to the Work to be rendered pursuant to this Contract. Teichert Energy & Utilities Group, Inc. Page 2 6. NOTICE OF CLAIMS 6.1 Unless a shorter time is specified elsewhere in this Contract, before making its final request for payment under the Contract Documents, Contractor shall submit to City, in writing, all claims for compensation under or arising out of this Contract. Contractor's acceptance of the final payment shall constitute a waiver of all claims for compensation under or arising out of this Contract except those previously made in writing and identified by Contractor in writing as unsettled at the time of its final request for payment. The Contractor and City expressly agree that in addition to all claims filing requirements set forth in the Contract and Contract Documents, Contractor shall be required to file any claim Contractor may have against City in strict conformance with the Government Claims Act (Government Code 900 et seq.). 6.2 To the extent that Contractor's claim is a "Claim" as defined in Public Contract Code section 9204 or any successor statute thereto, the Parties agree to follow the dispute resolution process set forth therein. Any part of such "Claim" remaining in dispute after completion of the dispute resolution process provided for in Public Contract Code section 9204 or any successor statute thereto shall be subject to the Government Claims Act requirements requiring Contractor to file a claim in strict conformance with the Government Claims Act. To the extent that Contractor's claim is not a "Claim" as defined in Public Contract Code section 9204 or any successor statute thereto, Contractor shall be required to file such claim with the City in strict conformance with the Government Claims Act (Government Code sections 900 et seq.). 7. WRITTEN NOTICE 7.1 All notices, demands, requests or approvals, including any change in mailing address, to be given under the terms of this Contract shall be given in writing, and conclusively shall be deemed served when delivered personally, or on the third business day after the deposit thereof in the United States mail, postage prepaid, first-class mail, addressed as hereinafter provided. 7.2 All notices, demands, requests or approvals from Contractor to City shall be addressed to City at: Attention: Director of Public Works City of Newport Beach Public Works Department 100 Civic Center Drive P.O. Box 1768 Newport Beach, CA 92658 Teichert Energy & Utilities Group, Inc. Page 3 7.3 All notices, demands, requests or approvals from City to Contractor shall be addressed to Contractor at: Attention: Eric Streich Teichert Energy & Utilities Group, Inc. 400 Sunrise Avenue, #200 Roseville, CA 95661 8. INDEPENDENT CONTRACTOR City has retained Contractor as an independent contractor and neither Contractor nor its employees are to be considered employees of City. The manner and means of conducting the Work are under the control of Contractor, except to the extent they are limited by statute, rule or regulation and the express terms of this Contract. No civil service status or other right of employment shall accrue to Contractor or its employees. Contractor shall have the responsibility for and control over the means of performing the Work, provided that Contractor is in compliance with the terms of this Contract. Anything in this Contract that may appear to give City the right to direct Contractor as to the details of the performance or to exercise a measure of control over Contractor shall mean only that Contractor shall follow the desires of City with respect to the results of the Work. 9. BONDING 9.1 Contractor shall obtain, provide and maintain at its own expense during the term of this Contract both of the following: (1) a Faithful Performance Bond in the amount of one hundred percent (100%) of the total amount to be paid Contractor as set forth in this Contract in the form attached as Exhibit B and incorporated herein by reference; and (2) a Labor and Materials Payment Bond in the amount of one hundred percent (100%) of the total amount to be paid Contractor as set forth in this Contract and in the form attached as Exhibit A and incorporated herein by reference. 9.2 The Faithful Performance Bond and Labor and Materials Payment Bond shall be issued by an insurance organization or surety (1) currently authorized by the Insurance Commissioner to transact business of insurance in the State of California, (2) listed as an acceptable surety in the latest revision of the Federal Register Circular 570, and (3) assigned a Policyholders' Rating A- (or higher) and Financial Size Category Class VI (or larger) in accordance with the latest edition of Best's Key Rating Guide: Property - Casualty. 9.3 Contractor shall deliver, concurrently with execution of this Contract, the Faithful Performance Bond and Labor and Materials Payment Bond, and a certified copy of the "Certificate of Authority" of the Insurer or Surety issued by the Insurance Commissioner, which authorizes the Insurer or Surety to transact surety insurance in the State of California. Teichert Energy & Utilities Group, Inc. Page 4 10. COOPERATION Contractor agrees to work closely and cooperate fully with City's designated Project Administrator and any other agencies that may have jurisdiction or interest in the Work to be performed. City agrees to cooperate with the Contractor on the Project. 11. PROGRESS Contractor is responsible for keeping the Project Administrator informed on a regular basis regarding the status and progress of the Project, activities performed and planned, and any meetings that have been scheduled or are desired. 12. INSURANCE Without limiting Contractor's indemnification of City, and prior to commencement of Work, Contractor shall obtain, provide and maintain at its own expense during the term of this Contract or for other periods as specified in the Contract Documents, policies of insurance of the type, amounts, terms and conditions described in the Insurance Requirements attached hereto as Exhibit C, and incorporated herein by reference. 13. PROHIBITION AGAINST ASSIGNMENTS AND TRANSFERS Except as specifically authorized under this Contract, the services to be provided under this Contract shall not be assigned, transferred contracted or subcontracted out without the prior written approval of City. Any of the following shall be construed as an assignment: The sale, assignment, transfer or other disposition of any of the issued and outstanding capital stock of Contractor, or of the interest of any general partner or joint venturer or syndicate member or cotenant if Contractor is a partnership or joint -venture or syndicate or co -tenancy, which shall result in changing the control of Contractor. Control means fifty percent (50%) or more of the voting power or twenty-five percent (25%) or more of the assets of the corporation, partnership or joint -venture. 14. PREVAILING WAGES 14.1 Pursuant to the applicable provisions of the Labor Code of the State of California, not less than the general prevailing rate of per diem wages including legal holidays and overtime Work for each craft or type of workman needed to execute the Work contemplated under the Contract shall be paid to all workmen employed on the Work to be done according to the Contract by the Contractor and any subcontractor. In accordance with the California Labor Code (Sections 1770 et seq.), the Director of Industrial Relations has ascertained the general prevailing rate of per diem wages in the locality in which the Work is to be performed for each craft, classification, or type of workman or mechanic needed to execute the Contract. A copy of said determination is available by calling the prevailing wage hotline number (415) 703-4774 and requesting one from the Department of Industrial Relations. The Contractor is required to obtain the wage determinations from the Department of Industrial Relations and post at the job site the prevailing rate or per diem wages. It shall be the obligation of the Contractor or any Teichert Energy & Utilities Group, Inc. Page 5 subcontractor under him/her to comply with all State of California labor laws, rules and regulations, and the parties agree that the City shall not be liable for any violation thereof. 14.2 If both the Davis -Bacon Act and State of California prevailing wage laws apply and the federal and state prevailing rate of per diem wages differ, Contractor and subcontractor, if any, shall pay the higher of the two rates. Said prevailing rate of per diem wages are on file at the City, Office of the City Clerk, 100 Civic Center Drive, Newport Beach, California 92660, and are available to any interested party on request. 15. SUBCONTRACTING The subcontractors authorized by City, if any, to perform the Work on this Project are identified in the Contractor's Proposal and are attached as part of the Contract Documents. Contractor shall be fully responsible to City for all acts and omissions of any subcontractors. Nothing in this Contract shall create any contractual relationship between City and subcontractor, nor shall it create any obligation on the part of City to pay or to see to the payment of any monies due to any such subcontractor other than as otherwise required by law. City is an intended beneficiary of any Work performed by the subcontractor for purposes of establishing a duty of care between the subcontractor and City. Except as specifically authorized herein, the Work to be performed under this Contract shall not be otherwise assigned, transferred, contracted or subcontracted out without the prior written approval of City. 16. RESPONSIBILITY FOR DAMAGES OR INJURY 16.1 City and its elected or appointed officers, agents, officials, employees and volunteers shall not be responsible in any manner for any loss or damage to any of the materials or other things used or employed in performing the Project or for injury to or death of any person as a result of Contractor's performance of the Work required hereunder, or for damage to property from any cause arising from the performance of the Project by Contractor, or its subcontractors, or its workers, or anyone employed by either of them. 16.2 Contractor shall be responsible for any liability imposed by law and for injuries to or death of any person or damage to property resulting from defects, obstructions or from any cause arising from Contractor's Work on the Project, or the Work of any subcontractor or supplier selected by Contractor. 16.3 To the fullest extent permitted by law, Contractor shall indemnify, defend and hold harmless City, its elected or appointed officers, agents, officials, employees and volunteers (collectively, the "Indemnified Parties") from and against any and all claims (including, without limitation, claims for bodily injury, death or damage to property), demands, obligations, damages, actions, causes of action, suits, losses, judgments, fines, penalties, liabilities, costs and expenses (including, without limitation, attorneys' fees, disbursements and court costs) of every kind and nature whatsoever (individually, a Claim; collectively, "Claims"), which may arise from or in any manner relate (directly or indirectly) to any breach of the terms and conditions of this Contract, any Work performed Teichert Energy & Utilities Group, Inc. Page 6 or Services provided under this Contract including, without limitation, defects in workmanship or materials or Contractor's presence or activities conducted on the Project (including the negligent, reckless, and/or willful acts, errors and/or omissions of Contractor, its principals, officers, agents, employees, vendors, suppliers, subconsultants, subcontractors, anyone employed directly or indirectly by any of them or for whose acts they may be liable for any or all of them). 16.4 Notwithstanding the foregoing, nothing herein shall be construed to require Contractor to indemnify the Indemnified Parties from any Claim arising from the sole negligence or willful misconduct of the Indemnified Parties. Nothing in this indemnity shall be construed as authorizing any award of attorneys' fees in any action on or to enforce the terms of this Contract. This indemnity shall apply to all claims and liability regardless of whether any insurance policies are applicable. The policy limits do not act as a limitation upon the amount of indemnification to be provided by Contractor. 16.5 Contractor shall perform all Work in a manner to minimize public inconvenience and possible hazard, to restore other work areas to their original condition and former usefulness as soon as possible, and to protect public and private property. Contractor shall be liable for any private or public property damaged during the performance of the Project Work. 16.6 To the extent authorized by law, as much of the money due Contractor under and by virtue of the Contract as shall be considered necessary by City may be retained by it until disposition has been made of such suits or claims for damages as aforesaid. 16.7 Nothing in this Section or any other portion of the Contract Documents shall be construed as authorizing any award of attorneys' fees in any action to enforce the terms of this Contract, except to the extent provided for above. 16.8 The rights and obligations set forth in this Section shall survive the termination of this Contract. 17. CHANGE ORDERS 17.1 This Contract may be amended or modified only by mutual written agreement of the parties. 17.2 The Contractor shall only commence work covered by a change order after the change order is executed and notification to proceed has been provided by the City. 17.3 There shall be no change in the Contractor's members of the project team, as listed in the approved proposal, which is a part of this contract without prior written approval by the City. Teichert Energy & Utilities Group, Inc. Page 7 18. CONFLICTS OF INTEREST 18.1 Contractor or its employees may be subject to the provisions of the California Political Reform Act of 1974 (the "Act") and/or Government Code §§ 1090 et seq., which (1) require such persons to disclose any financial interest that may foreseeably be materially affected by the Work performed under this Contract, and (2) prohibit such persons from making, or participating in making, decisions that will foreseeably financially affect such interest. 18.2 If subject to the Act and/or Government Code §§ 1090 et seq., Contractor shall conform to all requirements therein. Failure to do so constitutes a material breach and is grounds for immediate termination of this Contract by City. Contractor shall indemnify and hold harmless City for any and all claims for damages resulting from Contractor's violation of this Section. 19. TERMINATION 19.1 In the event that either party fails or refuses to perform any of the provisions of this Contract at the time and in the manner required, that party shall be deemed in default in the performance of this Contract. If such default is not cured within a period of two (2) calendar days, or if more than two (2) calendar days are reasonably required to cure the default and the defaulting party fails to give adequate assurance of due performance within two (2) calendar days after receipt of written notice of default, specifying the nature of such default and the steps necessary to cure such default, the non -defaulting party may terminate the Contract forthwith by giving to the defaulting party written notice thereof. 19.2 Notwithstanding the above provisions, City shall have the right, at its sole discretion and without cause, of terminating this Contract at any time by giving seven (7) calendar days' prior written notice to Contractor. In the event of termination under this Section, City shall pay Contractor for Services satisfactorily performed and costs incurred up to the effective date of termination for which Contractor has not been previously paid. On the effective date of termination, Contractor shall deliver to City all materials purchased in performance of this Contract. 20. STANDARD PROVISIONS 20.1 Recitals. City and Contractor acknowledge that the above Recitals are true and correct and are hereby incorporated by reference into this Contract. 20.2 Compliance with all Laws. Contractor shall at its own cost and expense comply with all statutes, ordinances, regulations and requirements of all governmental entities, including federal, state, county or municipal, whether now in force or hereinafter enacted. In addition, all Work prepared by Contractor shall conform to applicable City, county, state and federal laws, rules, regulations and permit requirements and be subject to approval of the Project Administrator. Teichert Energy & Utilities Group, Inc. Page 8 20.3 Integrated Contract. This Contract represents the full and complete understanding of every kind or nature whatsoever between the parties hereto, and all preliminary negotiations and agreements of whatsoever kind or nature are merged herein. No verbal agreement or implied covenant shall be held to vary the provisions herein. 20.4 Conflicts or Inconsistencies. In the event there are any conflicts or inconsistencies between this Contract and any other attachments attached hereto, the terms of this Contract shall govern. 20.5 Interpretation. The terms of this Contract shall be construed in accordance with the meaning of the language used and shall not be construed for or against either party by reason of the authorship of the Contract or any other rule of construction which might otherwise apply. 20.6 Amendments. This Contract may be modified or amended only by a written document executed by both Contractor and City and approved as to form by the City Attorney. 20.7 Severability. If any term or portion of this Contract is held to be invalid, illegal, or otherwise unenforceable by a court of competent jurisdiction, the remaining provisions of this Contract shall continue in full force and effect. 20.8 Controlling Law and Venue. The laws of the State of California shall govern this Contract and all matters relating to it and any action brought relating to this Contract shall be adjudicated in a court of competent jurisdiction in the County of Orange, State of California. 20.9 Equal Opportunity Employment. Contractor represents that it is an equal opportunity employer and it shall not discriminate against any subcontractor, employee or applicant for employment because of race, religious creed, color, national origin, ancestry, physical handicap, medical condition, marital status, sex, sexual orientation, age or any other impermissible basis under law. 20.10 No Attorney's Fees. In the event of any dispute or legal action arising under this contract, the prevailing party shall not be entitled to attorneys' fees. 20.11 Counterparts. This Contract may be executed in two (2) or more counterparts, each of which shall be deemed an original and all of which together shall constitute one (1) and the same instrument. 21. EFFECT OF CONTRACTOR'S EXECUTION Execution of this Contract and all other Contract Documents by Contractor is a representation that Contractor has visited the Project site, has become familiar with the local conditions under which the Work is to be performed, and has correlated all relevant observations with the requirements of the Contract Documents. Teichert Energy & Utilities Group, Inc. Page 9 22. WAIVER A waiver by City or any term, covenant, or condition in the Contract Documents shall not be deemed to be a waiver of any subsequent breach of the same or any other term, covenant or condition. 23. RECITALS City and Contractor acknowledge that the above Recitals are true and correct and are hereby incorporated by reference into this Contract. [SIGNATURES ON NEXT PAGE] Teichert Energy & Utilities Group, Inc. Page 10 IN WITNESS WHEREOF, the parties hereto have caused this Contract to be executed on the day and year first written above. APPROVED AS TO FORM: CITY ATTORNEY'S OFFICE Date: 19 /t I /Z S By: Aar n C. Harp City Attorney ATTEST: Date: l% % 15 By: Lena Shumway City Clerk CITY OF NEWPORT BEACH, a California ynu icipal corporation Date: 1 It ZS By: Joe tapl ton M or CONTRACTOR: TEICHERT ENERGY & UTILITIES GROUP, INC., a California corporation Date: Signed in Counterpart Bv: Eric Streich Chief Executive Officer Date: Signed in Counterpart Bv: Laura L Degano Secretary, Chief Financial Officer [END OF SIGNATURES] Attachments: Exhibit A -- Labor and Materials Payment Bond Exhibit B -- Faithful Performance Bond Exhibit C — Insurance Requirements Teichert Energy & Utilities Group, Inc. Page 11 IN WITNESS WHEREOF, the parties hereto have caused this Contract to be executed on the day and year first written above. APPROVED AS TO FORM: CITY ATTORNEY'S OFFICE Date: i/ I I /Z 5 By: Aa n C. Harp City Attorney ATTEST: Date: in Lena Shumway City Clerk CITY OF NEWPORT BEACH, a California municipal corporation Date: By: Joe Stapleton Mayor CONTRACTOR: TEICHERT ENERGY & UTILITIES GROUP, INC., a California corporation Date: I� J By: Eric Streich Chief Executive Officer Date: By: Laura L De no Secretary, Chief Financial Officer [END OF SIGNATURES] Attachments: Exhibit A -- Labor and Materials Payment Bond Exhibit B -- Faithful Performance Bond Exhibit C — Insurance Requirements Teichert Energy & Utilities Group, Inc. Page 11 Executed in Duplicate EXHIBIT A Premium Included w/Perf bond CITY OF NEWPORT BEACH BOND NO. 070226757 LABOR AND MATERIALS PAYMENT BOND WHEREAS, the City of Newport Beach, State of California, has awarded to TEICHERT ENERGY & UTILITIES GROUP, INC. hereinafter designated as the "Principal," a contract for: The work necessary for the completion of this contract consists of sawcutting, excavation, removal, and restoration of the roadway, parkway, and sidewalks, removing old cathodic protection system, furnishing, installing and testing of the new cathodic protection systems, cathodic protection system replacements, and all associated cathodic protection facilities included in the cathodic protection system plans. The work also includes applying for and obtaining all applicable encroachment permits from the City of Fountain Valley, the City of Costa Mesa, the City of Huntington Beach, the County of Orange, and the Orange County Sanitation District, providing traffic control. There are 10 plan sets located in various parts of the City and surrounding cities. Two of the plan sets are additive and may be included in the project, in the City of Newport Beach, in strict conformity with the Contract on file with the office of the City Clerk of the City of Newport Beach, which is incorporated herein by this reference. WHEREAS, Principal has executed or is about to execute the Contract and the terms thereof require the furnishing of a bond, providing that if Principal or any of Principal's subcontractors, shall fail to pay for any materials, provisions, or other supplies used in, upon, for, or about the performance of the Work agreed to be done, or for any work or labor done thereon of any kind, the Surety on this bond will pay the same to the extent hereinafter set forth. NOW, THEREFORE, We the undersigned Principal, and, Liberty Mutual Insurance Company duly authorized to transact business under the laws of the State of California, as Surety, (referred to herein as "Surety") are held and firmly bound unto the City of Newport Beach, in the sum of Three Million Six Hundred Seventy Three Thousand Four Hundred Sixty Seven Dollars ($3,673,467.00) lawful money of the United States of America, said sum being equal to 100% of the estimated amount payable by the City of Newport Beach under the terms of the Contract; for which payment well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors, or assigns, jointly and severally, firmly by these present. THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Principal or the Principal's subcontractors, fail to pay for any materials, provisions, or other supplies, implements or machinery used in, upon, for, or about the performance of the Work contracted to be done, or for any other work or labor thereon of any kind, or for amounts due under the Unemployment Insurance Code with respect to such work or labor, or for any amounts required to be deducted, withheld and paid over to the Employment Development Department from the wages of employees of the Principal and subcontractors pursuant to Section 13020 of the Unemployment Insurance Code with respect to such work and labor, then the Surety will pay for the same, in an amount not exceeding the sum specified in this Bond, and also, in case suit is brought to enforce the obligations of this Bond, a reasonable attorneys' fee, to Teichert Energy & Utilities Group, Inc. Page A-1 be fixed by the Court as required by the provisions of Section 9554 of the Civil Code of the State of California. The Bond shall inure to the benefit of any and all persons, companies, and corporations entitled to file claims under Section 9100 of the California Civil Code so as to give a right of action to them or their assigns in any suit brought upon this Bond, as required by and in accordance with the provisions of Sections 9500 of seq. of the Civil Code of the State of California. And Surety, for value received, hereby stipulates and agrees that no change, extension of time, alterations or additions to the terms of the Contract or to the Work to be performed thereunder shall in any wise affect its obligations on this Bond, and it does hereby waive notice of any such change, extension of time, alterations or additions to the terms of the Contract or to the Work or to the specifications. In the event that any principal above named executed this Bond as an individual, it is agreed that the death of any such principal shall not exonerate the Surety from its obligations under this Bond. IN WITNESS WHEREOF, this instrument has been duly executed by the above named Principal and Surety, on the 15th day of October , 20 25 . Teichert Energy & Utilities Group, Inc. Name of Contractor (Principal) Liberty Mutual Insurance Company Name of Surety 175 Berkeley Street Boston, MA 02116 Address of Surety (617) 357-9500 Telephone APPROVED AS TO FORM: CITY ATTORNEYS OFFICE Date: 11 5 By: Aa n C. Harp City Attorney 2---��7 1 �4 � - _ Authorized Signature/Title Z � �-' - Author Agent Signature Patricia S. Arana, Attorney -in -Fact Print Name and Title (Corporate Sea[) NOTARY ACKNOWLEDGMENTS OF CONTRACTOR AND SURETY MUST BE ATTACHED Teichert Energy & Utilities Group, Inc. Page A-2 ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or _ validity of that document. State of California County of Sctc�a Y•'9 n `I-b } ss. On /0 - I (y , 20 -�-1-5 before mo;7 r 1)'tC`k0. S I� '� n - im '� nS/� , Notary Public, personally appeared - Q--P '� C vN who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signatures(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. TRICryS Public - California Nota Public •California l� '; Sacramento County_ \\, ,` Commission d 2459972 iLILL y Comm. Expires Aug 20, 2027 Signature (seal) ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of } ss. On , 20 before me, , Notary Public, personally appeared , proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signatures(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature (seal) Teichert Energy & Utilities Group, Inc. Page A-3 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 ) ss County of Los Angeles ) On Oc+. 15 0 `Z2_5 , before me, C.L. Hernandez, Notary Public, personally appeared Patricia S. Arana , who proved to me on the basis of satisfactory evidence to be the person{&} whose name{ is/a,e subscribed to the within instrument and acknowledged to me that 4e�she,/44ey executed the same in 4k-4her/the+F authorized capacity4e6}, and that by 4�s/her4he4 signature{} on the instrument the person{}, or the entity upon behalf of which the person{4 acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. °F rs C. L. HERNANDEZ Wr. J Notary Public - California Los Angeles County Commission # 2414374 z My Comm. Expires Sep 27, 2026 Signature. (Seal) C.L. Hernandez, Notary Public ui Y ;> N o `- Z U Liberty POWER OF ATTORNEY Mutual® Certificate No: 8213811-977459 Liberty Mutual Insurance Company SURETY The Ohio Casualty Insurance Company West American Insurance Company KNOWN ALL PERSONS BY THESE PRESENTS: That The Ohio Casualty Insurance Company is a corporation duly organized under the laws of the State of New Hampshire, that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts, and West American Insurance Company is a corporation duly organized under the laws of the State of Indiana (herein collectively called the "Companies"), pursuant to and by authority herein set forth, does hereby name, constitute and appoint, Autumn Stockton; C. K. Nakamura, Carlos A. Albelo, E. S. Albrecht, Jr.; Elizabeth Perison, Jessica Rosser; Lisa L. Thomton; Maria Pena, Natalie K. Trofimoff, Noemi Quiroz; Patricia S. Arana, S. Nicole Evans; Tim M. Tomko all of the city of Los Angeles state of CA each individually if there be more than one named, its true and lawful attorney -in -fact to make, execute, seal, acknowledge and deliver, for and on its behalf as surety and as its act and deed, any and all undertakings, bonds, recognizances and other surety obligations, in pursuance of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons. IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this 14th day of April , 2025 . State of PENNSYLVANIA County of MONTGOMERY Liberty Mutual Insurance Company sub �ZV INS& \NSUo The Ohio Casualty Insurance Company GO IZ4r�40 yJP°°aPcuzgl �oP _0V1 lrFy� West American Insurance Company J3 Fot° Q3 Foci �3 om 1912 n 0 1919 0 2 1991 0 dJ1 SS4CHU9��.da SO NAMP`�a aa� Y' xNDIAW- ,aa Nathan J. Zangerle, Assistant Secretary On this 14th day of April , 2025 before me personally appeared Nathan J. Zangerle, who acknowledged himself to be the Assistant Secretary of Liberty Mutual Insurance Company, The Ohio Casualty Company, and West American Insurance Company, and that he, as such, being authorized so to do, execute the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed my notarial seal at Plymouth Meefing, Pennsylvania, on the day and year first above written. 0P PAST Q�' H,oNWE P� Commonwealth of Pennsylvania - Notary Seal Teresa Paslella, Notary Public OF Montgomery County My commission expires March 28, 2029 By Commission Umber vania n�1jNLJ�Notaries Ila,NotaryPublicG s Ry P I� This Power of Attorney is made and executed pursuant to and by authority of the following By-laws and Authorizations of The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West American Insurance Company which resolutions are now in full force and effect reading as follows: ARTICLE IV — OFFICERS: Section 12. Power of Attorney. Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President, and subject to such limitation as the Chairman or the President may prescribe, shall appoint such attomeys-in-fact, as may be necessary to act in behalf of the Corporation to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such attomeys-in-fact, subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so executed, such instruments shall be as binding as if signed by the President and attested to by the Secretary. Any power or authority granted to any representative or attomey-in-fact under the provisions of this article may be revoked at any time by the Board, the Chairman, the President or by the officer or officers granting such power or authority. ARTICLE XIII — Execution of Contracts: Section 5. Surety Bonds and Undertakings. Any officer of the Company authorized for that purpose in writing by the chairman or the president, and subject to such limitations as the chairman or the president may prescribe, shall appoint such attomeys-in-fact, as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such attomeys-in-fact subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so executed such instruments shall be as binding as if signed by the president and attested by the secretary. Certificate of Designation — The President of the Company, acting pursuant to the Bylaws of the Company, authorizes Nathan J. Zangerle, Assistant Secretary to appoint such attorneys -in -fact as may be necessary to act on behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Authorization — By unanimous consent of the Company's Board of Directors, the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the Company, wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds, shall be valid and binding upon the Company with the same force and effect as though manually affixed. I, Renee C. Llewellyn, the undersigned, Assistant Secretary, The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West American Insurance Company do hereby certify that the original power of attorney of which the foregoing is a full, true and correct copy of the Power of Attorney executed by said Companies, is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this 15th day of October , 2025 . P� I su P�1K INS& 1NS11/�q jG°arorty. o Ym =cQyy 1912 0 019194 o s 1991 dJ19sS9CHU`'��.dD SONAMPsa`� a `! �NDNPa By: IA * , Renee C. Llewellyn, Assistant Secretary LMS-12873 LMIC OCIC WAIC Multi Co 02124 N O �CU C E N N �E O N O O p �04 O N O CV 1 co -00 00 c� Co — .a m U Executed in Duplicate EXHIBIT B CITY OF NEWPORT BEACH BOND NO. 070226757 FAITHFUL PERFORMANCE BOND KNOW ALL PERSONS BY THESE PRESENTS: THAT WHEREAS, the City of Newport Beach, (hereinafter referred to as "City") has awarded to Teichert Energy & Utilities Group, Inc., (hereinafter referred to as the "Contractor") an agreement for: The work necessary for the completion of this contract consists of sawcutting, excavation, removal, and restoration of the roadway, parkway, and sidewalks, removing old cathodic protection system, furnishing, installing and testing of the new cathodic protection systems, cathodic protection system replacements, and all associated cathodic protection facilities included in the cathodic protection system plans. The work also includes applying for and obtaining all applicable encroachment permits from the City of Fountain Valley, the City of Costa Mesa, the City of Huntington Beach, the County of Orange, and the Orange County Sanitation District, providing traffic control. There are 10 plan sets located in various parts of the City and surrounding cities. Two of the plan sets are additive and may be included in the project (hereinafter referred to as the "Project'). WHEREAS, the work to be performed by the Contractor is more particularly set forth in the Contract Documents for the Project dated October 28, 2025, (hereinafter referred to as "Contract Documents"), the terms and conditions of which are expressly incorporated herein by reference; and WHEREAS, the Contractor is required by said Contract Documents to perform the terms thereof and to furnish a bond for the faithful performance of said Contract Documents. NOW, THEREFORE, we, the undersigned Contractor and Liberty Mutual Insurance n as Surety, a corporation organized and duly authorized to transact business under the laws of the State of California, are held and firmly bound unto the City in the sum of Three Million Six Hundred Seventy Three Thousand Four Hundred Sixty Seven Dollars ($3,673,467.00), said sum being not less than one hundred percent (100%) of the total amount of the Contract, for which amount well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors and assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH, that, if the Contractor, their or its heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by, and well and truly keep and perform the covenants, conditions and agreements in the Contract Documents and any alteration thereof made as therein provided, on its part, to be kept and performed at the time and .in the manner therein specified, and in all respects according to their intent and meaning; and shall faithfully fulfill all obligations including the one (1) year guarantee of all materials and workmanship; and shall indemnify and save harmless the City, their respective officials, officers, employees, and authorized volunteers, as stipulated in said Contract Documents, then this obligation shall become null and void; otherwise it shall be and remain in full force and effect. Teichert Energy & Utilities Group, Inc. Page B-1 As a part of the obligation secured hereby and in addition to the face amount specified therefore, there shall be included costs and reasonable expenses and fees including reasonable attorney's fees, incurred by City in enforcing such obligation. As a condition precedent to the satisfactory completion of the Contract Documents, unless otherwise provided for in the Contract Documents, the above obligation shall hold good for a period of one (1) year after the acceptance of the work by City, during which time if Contractor shall fail to make full, complete, and satisfactory repair and replacements and totally protect the City from loss or damage resulting from or caused by defective materials or faulty workmanship. The obligations of Surety hereunder shall continue so long as any obligation of Contractor remains. Nothing herein shall limit the City's rights or the Contractor or Surety's obligations under the Contract, law or equity, including, but not limited to, California Code of Civil Procedure Section 337.15. Whenever Contractor shall be, and is declared by the City to be, in default under the Contract Documents, the Surety shall remedy the default pursuant to the Contract Documents, or shall promptly, at the City's option: Take over and complete the Project in accordance with all terms and conditions in the Contract Documents; or Obtain a bid or bids for completing the Project in accordance with all terms and conditions in the Contract Documents and upon determination by Surety of the lowest responsive and responsible bidder, arrange for a Contract between such bidder, the Surety and the City, and make available as work progresses sufficient funds to pay the cost of completion of the Project, less the balance of the contract price, including other costs and damages for which Surety may be liable. The term "balance of the contract price" as used in this paragraph shall mean the total amount payable to Contractor by the City under the Contract and any modification thereto, less any amount previously paid by the City to the Contractor and any other set offs pursuant to the Contract Documents. iii. Permit the City to complete the Project in any manner consistent with California law and make available as work progresses sufficient funds to pay the cost of completion of the Project, less the balance of the contract price, including other costs and damages for which Surety may be liable. The term "balance of the contract price" as used in this paragraph shall mean the total amount payable to Contractor by the City under the Contract and any modification thereto, less any amount previously paid by the City to the Contractor and any other set offs pursuant to the Contract Documents. Surety expressly agrees that the City may reject any contractor or subcontractor which may be proposed by Surety in fulfillment of its obligations in the event of default by the Contractor. Surety shall not utilize Contractor in completing the Project nor shall Surety accept a bid from Contractor for completion of the Project if the City, when declaring the Contractor in default, notifies Surety of the City's objection to Contractor's further participation in the completion of the Project. Teichert Energy & Utilities Group, Inc. Page B-2 The Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract Documents or to the Project to be performed thereunder shall in any way affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Contract Documents or to the Project. IN WITNESS WHEREOF, this instrument has been duly executed by the Principal and Surety above named, on the 15th day of October ,20 25 . Teichert Energy & Utilities Group, Inc. Name of Contractor (Principal) Liberty Mutual Insurance Company Name of Surety 175 Berkeley Street Boston, MA 02116 Address of Surety (617) 357-9500 Telephone (Attach Attomey-in-Fact Certificate) Authorized Signature/Title Attorn - act Patricia S. Arana, Attorney -In -Fact Print Name and Title (Corporate Sea[) The rate of premium on this bond is $3.00 per thousand. The total amount of premium charges is $11,020.00 (The above must be filled in by corporate attorney.) Any claims under this bond may be addressed to: (Name and Address of Surety or Danielle Lacombe c/o Liberty Mutual Agent for Service in California) One Embarcadero Center, Ste 1320 San Francisco, CA 94111 APPROVED AS TO FORM: CITY ATTORNEY'S OFFICE Date: 11 By:�� Aar C. Harp City Attorney NOTARY ACKNOWLEDGMENTS OF CONTRACTOR AND SURETY MUST BE ATTACHED Teichert Energy & Utilities Group, Inc. Page B-3 ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of Soc Pla- ) ss. On i L -Icy , 20 5,-S before c, Sy WkOa n -N\.`% A Notary Public, personally appeared cC-' 2! , C- c V-\ , who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signatures(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California (seal) TRICIA SULLIVAN•MINSKY Notary Public • California Sacramento County Commissfon N 2a59972 — My Comm. Expires Aug 20, I. County of } ss. On , 20 before me, , Notary Public, personally appeared , proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signatures(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature (seal) Telchert Energy & Utilities Group, Inc. Page B-4 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 ) ss County of Los Angeles ) On 0C_+ • 15 , 20 V; , before me, C.L. Hernandez, Notary Public, personally appeared Patricia S. Arana , who proved to me on the basis of satisfactory evidence to be the personks} whose namek4 is4r-e subscribed to the within instrument and acknowledged to me that 4e¢sheA4+ey executed the same in i4gher/4heiF authorized capacitykk- , and that by 4imgher/thei signatures) on the instrument the personk4, or the entity upon behalf of which the person{&} acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. SE�iOF Tyf C. L. HERNANDEZ W,/ \ Notary Public - California z Los Angeles County > Commission R 2414374 My Comm. Expires Sep 27, 2026 Signature: L (Seal) C.L. Hernandez, Notary Public EXHIBIT C INSURANCE REQUIREMENTS — PUBLIC WORKS AND CONSTRUCTION 1. Provision of Insurance. Without limiting Contractor's indemnification of City, and prior to commencement of Work, Contractor shall obtain, provide and maintain at its own expense during the term of this Contract, policies of insurance of the type and amounts described below and in a form satisfactory to City. Contractor agrees to provide insurance in accordance with requirements set forth here. If Contractor uses existing coverage to comply and that coverage does not meet these requirements, Contractor agrees to amend, supplement or endorse the existing coverage. 2. Acceptable Insurers. All insurance policies shall be issued by an insurance company currently authorized by the Insurance Commissioner to transact business of insurance in the State of California, with an assigned policyholders' Rating of A- (or higher) and Financial Size Category Class VII (or larger) in accordance with the latest edition of Best's Key Rating Guide, unless otherwise approved by the City's Risk Manager. 3. Coverage Requirements. A. Workers' Compensation Insurance. Contractor shall maintain Workers' Compensation Insurance providing statutory benefits and Employer's Liability Insurance with limits of at least one million dollars ($1,000,000) each employee for bodily injury by accident and each employee for bodily injury by disease in accordance with the laws of the State of California, Section 3700 of the Labor Code. In addition, Contractor shall require each subcontractor to similarly maintain Workers' Compensation Insurance and Employer's Liability Insurance in accordance with California law for all of the subcontractor's employees. The insurer issuing the Workers' Compensation insurance shall amend its policy by endorsement to waive all rights of subrogation against City, its elected or appointed officers, agents, officials, employees and volunteers. Contractor shall submit to City, along with the certificate of insurance, a Waiver of Subrogation endorsement in favor of City, its elected or appointed officers, agents, officials, employees and volunteers. B. General Liability Insurance. Contractor shall maintain commercial general liability insurance, and if necessary umbrella liability insurance, with coverage at least as broad as provided by Insurance Services Office form CG 00 01, in an amount not less than two million dollars ($2,000,000) per occurrence, four million dollars ($4,000,000) general aggregate and four million dollars ($4,000,000) completed operations aggregate. The policy shall cover liability arising from premises, operations, products -completed operations, personal and advertising injury, and liability assumed under an Teichert Energy & Utilities Group, Inc. Page C-1 insured contract (including the tort liability of another assumed in a business contract). C. Automobile Liability Insurance. Contractor shall maintain automobile insurance at least as broad as Insurance Services Office form CA 00 01 covering bodily injury and property damage for all activities of Contractor arising out of or in connection with Work to be performed under this Contract, including coverage for any owned, hired, non -owned or rented vehicles, in an amount not less than one million dollars ($1,000,000) combined single limit for each accident. D. Pollution Liability Insurance. Contractor shall maintain a policy providing contractor's pollution liability ("CPL") coverage with a total limit of liability of no less than $5,000,000 per loss and $5,000,000 in the aggregate per policy period. Claims -made policies require a 10-year extended reporting period. The CPL policy shall include coverage for cleanup costs, third -party bodily injury and property damage, including loss of use of damaged property or of property that has not been physically injured or destroyed, resulting from pollution conditions caused by contracting operations. Coverage as required in this paragraph shall apply to sudden and non -sudden pollution conditions resulting from the escape or release of smoke, vapors, fumes, acids, alkalis, toxic chemicals, liquids, or gases, waste materials, or other irritants, contaminants, or pollutants. The CPL shall also provide coverage for transportation and off -Site disposal of materials. The policy shall not contain any provision or exclusion (including any so-called "insured versus insured" exclusion or "cross -liability" exclusion) the effect of which would be to prevent, bar, or otherwise preclude any insured or additional insured under the policy from making a claim which would otherwise be covered by such policy on the grounds that the claim is brought by an insured or additional insured against an insured or additional insured under the policy. 4. Other Insurance Requirements. The policies are to contain, or be endorsed to contain, the following provisions: A. Waiver of Subrogation. All insurance coverage maintained or procured pursuant to this Contract shall be endorsed to waive subrogation against City, its elected or appointed officers, agents, officials, employees and volunteers or shall specifically allow Contractor or others providing insurance evidence in compliance with these requirements to waive their right of recovery prior to a loss. Contractor hereby waives its own right of recovery against City, and shall require similar written express waivers and insurance clauses from each of its subcontractors. B. Additional Insured Status. All liability policies including general liability, products and completed operations, excess liability, pollution liability, and automobile liability, if required, shall provide or be endorsed to provide that Teichert Energy & Utilities Group, Inc. Page C-2 City, its elected or appointed officers, agents, officials, employees and volunteers shall be included as additional insureds under such policies. C. Primary and Non Contributory. Contractor's insurance coverage shall be primary insurance and/or the primary source of recovery with respect to City, its elected or appointed officers, agents, officials, employees and volunteers. Any insurance or self-insurance maintained by City shall be excess of Contractor's insurance and shall not contribute with it. D. Notice of Cancellation. All policies shall provide City with thirty (30) calendar days' notice of cancellation or nonrenewal of coverage (except for nonpayment for which ten (10) calendar days' notice is required) for each required coverage except Builders Risk Insurance, which shall contain an endorsement with said required notices. 5. Additional Agreements Between the Parties. The parties hereby agree to the following: A. Evidence of Insurance. Contractor shall provide certificates of insurance to City as evidence of the insurance coverage required herein, along with a waiver of subrogation endorsement for workers' compensation and other endorsements as specified herein for each coverage. All of the executed documents referenced in this Contract must be returned to City within ten (10) regular City business days after the date on the "Notification of Award". Insurance certificates and endorsements must be approved by City's Risk Manager prior to commencement of performance. Current certification of insurance shall be kept on file with City at all times during the term of this Contract. The certificates and endorsements for each insurance policy shall be signed by a person authorized by that insurer to bind coverage on its behalf. At least fifteen (15) days prior to the expiration of any such policy, evidence of insurance showing that such insurance coverage has been renewed or extended shall be filed with the City. If such coverage is cancelled or reduced, Contractor shall, within ten (10) days after receipt of written notice of such cancellation or reduction of coverage, file with the City evidence of insurance showing that the required insurance has been reinstated or has been provided through another insurance company or companies. City reserves the right to require complete, certified copies of all required insurance policies, at any time. B. City's Right to Revise Requirements. The City reserves the right at any time during the term of the Contract to change the amounts and types of insurance required by giving Contractor ninety (90) calendar days' advance written notice of such change. If such change results in substantial additional cost to Contractor, City and Contractor may renegotiate Contractor's compensation. Teichert Energy & Utilities Group, Inc. Page C-3 C. Right to Review Subcontracts. Contractor agrees that upon request, all agreements with subcontractors or others with whom Contractor enters into contracts with on behalf of City will be submitted to City for review. Failure of City to request copies of such agreements will not impose any liability on City, or its employees. Contractor shall require and verify that all subcontractors maintain insurance meeting all the requirements stated herein, and Contractor shall ensure that City is an additional insured on insurance required from subcontractors. For CGL coverage, subcontractors shall provide coverage with a format at least as broad as CG 20 38 04 13. D. Enforcement of Contract Provisions. Contractor acknowledges and agrees that any actual or alleged failure on the part of City to inform Contractor of non-compliance with any requirement imposes no additional obligations on City nor does it waive any rights hereunder. E. Requirements not Limiting. Requirements of specific coverage features or limits contained in this Exhibit A are not intended as a limitation on coverage, limits or other requirements, or a waiver of any coverage normally provided by any insurance. Specific reference to a given coverage feature is for purposes of clarification only as it pertains to a given issue and is not intended by any party or insured to be all inclusive, or to the exclusion of other coverage, or a waiver of any type. If the Contractor maintains higher limits than the minimums shown above, the City requires and shall be entitled to coverage for higher limits maintained by the Contractor. Any available proceeds in excess of specified minimum limits of insurance and coverage shall be available to the City. F. Self -Insured Retentions. Contractor agrees not to self -insure or to use any self -insured retentions on any portion of the insurance required herein and further agrees that it will not allow any indemnifying party to self -insure its obligations to City. If Contractor's existing coverage includes a self -insured retention, the self -insured retention must be declared to City. City may review options with Contractor, which may include reduction or elimination of the self -insured retention, substitution of other coverage, or other solutions. Contractor agrees to be responsible for payment of any deductibles on their policies. G. City Remedies for Non Compliance. If Contractor or any subcontractor fails to provide and maintain insurance as required herein, then City shall have the right but not the obligation, to purchase such insurance, to terminate this Contract, or to suspend Contractor's right to proceed until proper evidence of insurance is provided. Any amounts paid by City shall, at City's sole option, be deducted from amounts payable to Contractor or reimbursed by Contractor upon demand. Teichert Energy & Utilities Group, Inc. Page C-4 H. Timely Notice of Claims. Contractor shall give City prompt and timely notice of claims made or suits instituted that arise out of or result from Contractor's performance under this Contract, and that involve or may involve coverage under any of the required liability policies. City assumes no obligation or liability by such notice, but has the right (but not the duty) to monitor the handling of any such claim or claims if they are likely to involve City. Coverage not Limited. All insurance coverage and limits provided by Contractor and available or applicable to this Contract are intended to apply to the full extent of the policies. Nothing contained in this Contract or any other agreement relating to City or its operations limits the application of such insurance coverage. J. Coverage Renewal. Contractor will renew the coverage required here annually as long as Contractor continues to provide any Work under this or any other Contract or agreement with City. Contractor shall provide proof that policies of insurance required herein expiring during the term of this Contract have been renewed or replaced with other policies providing at least the same coverage. Proof that such coverage has been ordered shall be submitted prior to expiration. A coverage binder or letter from Contractor's insurance agent to this effect is acceptable. A certificate of insurance and/or additional insured endorsement as required in these specifications applicable to the renewing or new coverage must be provided to City with five (5) calendar days of the expiration of the coverages. Teichert Energy & Utilities Group, Inc. Page C-5 a 6 C71 v° aY(' OC '�. W p ID a o m us ri U U co G C7 ) dy � I E I i j i � C 4Y C �. Bi O ! tm co 1j.. ! 7 ! CL 'o tf � EU O C6 c • I a I I I i i I i I I , C- � Q X F i C W.I O fl! N W '� ttl fFJ if V V V ai o Ch I 6i p> ° � C a� w I aith Y �; Y a 2 GENERAL NOTES LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE �J EXISTING CP TEST STATION 0 PROPOSED CP TEST STATION MISSING CP TEST STATION H EXISTING FLANGE RIGHT OF WAY/EASEMENT ■■�mm® CITY AND/OR COUNTY BOUNDARY PROPOSED VERTICAL ANODES p PROPOSED REFERENCE ELECTRODE AND COUPON OR PROPOSED REFERENCE PROBE ABBREVIATIONS (IN ADDITION TO GREENBOOK SECTION 1-3.2) APN ASSESSORS PARCEL NUMBER APPROX APPROXIMATE AWG AMERICAN WIRE GAUGE AVE AVENUE BLVD BOULEVARD ROM BILL CE MATERIALS CNL CANNOT LOCATE CP CATHODIC PROTECTION CULV CULVERT DEL DETAIL DIA DIAMETER DIST DISTRIBUTION DWY DRIVEWAY E EAST EASE EASEMENT ELEV ELEVATION FH FIRE HYDRANT FIG FIGURE FLO FLANGE FWY FREEWAY GACP GALVANIC ANODE CATHODIC PROTECTION HMWPE HIGH MOLECULAR WEIGHT POLYETHYLNE HWY HIGHWAY IFK INSULATING FLANGE KIT LN LANE LOG LOCATION MAX MAXIMUM MH MANHOLE MIN MINIMUM MISC MISCELLANEOUS N NORTH MACE NATIONAL ASSOCIATION OF CORROSION ENGINEERS CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG NTS NOT TO SCALE OCSD ORANGE COUNTY SANITATION DISTRICT P PIPELINE PKWY PARKWAY QTY QUANTITY RD ROAD REV REVISION RTE ROUTE R/W RIGHT OF WAY s SOUTH SHT SHEET SPEC SPECIFICATION ST STREET STA STATION STL STEEL TCP TRAFFIC CONTROL PLAN TEMP TEMPORARY TYP TYPICAL UG UNDERGROUND USA UNDERGROUND SERVICE ALERT V VALVE W WATER WV WATER VALVE W/ WITH W/o WITHOUT EMERGENCY TELEPHONE NUMBERS DAY NIGHT SOUTHERN CALIFORNIA GAS COMPANY 800) 427-2200 SOUTHERN CALIFORNIA EDISON COMPANY 800) 611-1911 AT&T TELEPHONE COMPANY 800) 332-1321 CITY OF NEWPORT BEACH UTILITIES DEPARTMENT (949) 644-3011 (949) 644-3717 ORANGE COUNTY SANITATION DISTRICT (714) 962-2411 MESA WATER DISTRICT (949) 631-1200 SPECTRUM (833) 949-0036 COX COMMUNICATIONS 844) 780-6054 CROWN CASTLE 888) 632-0931 MCI VERIZON BUSINESS 844) 780-6054 7t�t --- F ORS% PUBLIC WORKS DEPARTMENT CATHODIC PROTECTION UPGRADES PROJECT APPROVED: APPROVED: CONTRACT NO. C-9483-2 PROJECT NO. 24W11 X�_ Ajz�.� AVID A-WEBB, PUBLIC WORKS DIRECTOR J MES . HOULIHAN, P.E., D PUTY PWD / CITY ENGINEER r EXHIBIT, B (36" IN HB) d�ll REACH #1 (WEST NB) PACIFIC OCEAN lu , ,WdUW I 6_111J u � EXHIBIT A (24" 8c 36" IN FV) EXHIBIT E — (24" ON IRVINE) I . EXHIBIT C (3th6" ON 16 ) DATE: S DATE: EXHIBIT G w 4 f (18" ON JAMBOREE) -1%; EXHIBIT F (24 ON IRVINE & DOVER) u EXHIBIT D a EXHIBIT H (CDM) (24" ON NEWPORT) _ uj'1s) PLAN LOCATION VICINITY MAP NOT TO SCALE APPROVED: SARVJIT SINGH, ENGINEERING MANAGER DATE: 8-12-25 EXHIBIT I (18 ON ECH) 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2015 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS, UNLESS NOTED OTHERWISE. 4. P.C.C. SHALL BE CLASS 560-C-3250 UNLESS NOTED OTHERWISE. 5• CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VAULTS, WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE PER CITY STANDARDS. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 6. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF c EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. o 7. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION 0 OF THE ENGINEER. FAILURE TO DO SO WILL PLACE RESPONSIBILITY OF THE CONTRACTOR FOR E CORRECTION. a0 B. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR N VICE -VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. n 9. THE UTILITY LOCATIONS ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE USED FOR cn. REFERENCE ONLY. UTILITY LOCATIONS AND ALL OTHER SUBSTRUCTURES SHALL BE FIELD VERIFIED BY DELINEATING THE WORK AREA AND CALLING THE APPROPRIATE UNDERGROUND SERVICE ALERT o (USA) 811, A MINIMUM OF 48 HOURS IN ADVANCE AND CLEARED PRIOR TO THE BEGINNING OF ANY CONSTRUCTION WORK. m 3 10. ALL CONCRETE SIDEWALKS OR CURBS TO BE REPLACED SHALL BE SAWCUT TO THE NEAREST a TRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL JOINT OR WEAKENED PLANE JOINT AND s REPLACED IN CONFORMANCE WITH THE APPLICABLE PROVISIONS OF THE CITY OF NEWPORT N BEACH. EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL o ADJOINING CURBS AND WALKS. a 11. ALL P.C.0 AND A.C. PAVEMENT REMOVALS SHALL BE OUTLINE TO NECESSARY WORKING LIMITS AND SAWCUT PRIOR TO THE REMOVAL. ALL DEBRIS CREATED BY THE REMOVAL OPERATIONS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF AWAY FROM ;3 THE JOB SITE IN A MANNER AND AT A LOCATION ACCEPTABLE TO THE CITY OF NEWPORT BEACH. o 12. ALL EXCAVATIONS SHALL BE IN ACCORDANCE WITH TITLE EIGHT (8) OF THE CALIFORNIA CODE OF / REGULATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REQUIRED CALOSHA PERMIT FOR aa'i EXCAVATIONS OR TRENCHES FIVE (5) FEET IN DEPTH OF GREATER. TRENCH LIMITATIONS WILL BE C/) GOVERNED BY THE CITY OF NEWPORT BEACH OR THE PERMITTING AGENCY. 13. THE CONTRACTOR SHALL MAINTAIN THE WORK AREA IN A NEAT, SAFE, CLEAN AND SANITARY 00 U CONDITION AT ALL TIMES AND TO THE SATISFACTION OF THE CITY OF NEWPORT BEACH. STREETS SHALL BE KEPT CLEAN OF DEBRIS, WITH DUST AND NUISANCE BEING CONTROLLED AT ALL TIMES. N LOOSE EXCAVATED MATERIAL SHALL NOT BE PLACED OR STORED IN WATERWAYS. ALL EXCESS EXCAVATED SOIL AND MATERIALS SHALL BE REMOVED AND DISPOSED OF IN A PROPER AND / LEGAL MANNER BY THE CONTRACTOR. a 14. AT THE END OF EACH WORKING DAY AND AT THE TIMES WHEN CONSTRUCTION OPERATIONS ARE o SUSPENDED FOR ANY REASON, THE CONTRACTOR SHALL REMOVE ALL EQUIPMENT, VEHICLES, o` MATERIAL, TRAFFIC CONTROL DEVICES, STOCKPILE OR ANY OTHER FORM OF OBSTRUCTION FROM o THE RIGHT-OF-WAY. a U 15. ALL LANDSCAPING AND GRASS AREAS SHALL BE RESTORED TO ITS ORIGINAL PER THE PROJECT n SPECIFICATIONS AND REPAIRED TO THE SATISFACTION OF THE CITY OF NEWPORT BEACH OR TO / THE REGULATORY AGENCY HAVING JURISDICTION. v 16. THE CONTRACTOR SHALL RESTORE ALL EXISTING SURFACE IMPROVEMENTS (INCLUDING BUT NOT 0 LIMITED TO: HARDSCAPE, A.C., P.C.C., BRICK, ETC.) TO ITS ORIGINAL CONDITION TO THE m SATISFACTION OF THE OWNER AND TO THE REGULATORY AGENCY HAVING JURISDICTION. 17. ALL NEW CATHODIC PROTECTION EQUIPMENT INSTALLATIONS TO BE FIELD LOCATED TO MINIMIZE i IMPACT TO THE EXISTING SURFACE CONDITIONS AND AVOID CONFLICT WITH EXISTING UTILITIES OR I z SUBSTRUCTURES. LOCATIONS SHOWN ON THESE PLANS TO BE USED AS REFERENCE AND ARE APPROXIMATE. PLAN SET INDEX 1 EXHIBIT C (36" ON 16TH) 2 EXHIBIT D (24" ON NEWPORT) 3 EXHIBIT 1 (18" ON ECH) 4 EXHIBIT H (CDM) 5 REACH 1 (WEST NB) 6 EXHIBIT G (18" ON JAMBOREE) 7 EXHIBIT A (24" & 36" IN FV) 8 EXHIBIT B (36" IN HB) 9 EXHIBIT E (24" ON IRVINE) — ADDITIVE 10 EXHIBIT F (24" ON IRVINE & DOVER) — ADDITIVE APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: AOl`YA*4�' ARK VUKOJEVIC, P.E. ICHA J. SI ACORI, P.E. DIRECTOR ASSISTA CITY ENGINEER UTILITIES DEPARTMENT DATE: OLI-2y - 2S DATE: m m c a d c a a W s I L U O m m `0 a 3 z 0 T U I L0 r- N u, m c Q f0 J I N 0 C-9483-2 C 0 .0) 0 PROJECT MASTER TITLE SHEET 0 C 0 0 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 6 Jot, ta�Tr?r T. wn ir7p1aZ 4 t IFIC OCEAN !?y of NnPr14 ABBREVIATIONS (IN ADDITION TO GREENBOOK SECTION 1-3.2) APN ASSESSOR'S PARCEL NUMBER APPROX APPROXIMATE AWG AMERICAN WIRE GAUGE AVE AVENUE BLVD BOULEVARD BOM BILL OF MATERIALS CNL CANNOT LOCATE CP CATHODIC PROTECTION CULV CULVERT DET DETAIL DIA DIAMETER DIST DISTRIBUTION DWY DRIVEWAY E EAST EASE EASEMENT ELEV ELEVATION FH FIRE HYDRANT FIG FIGURE FLG FLANGE FWY FREEWAY GACP GALVANIC ANODE CATHODIC PROTECTION HMWPE HIGH MOLECULAR WEIGHT POLYETHYLNE HWY HIGHWAY IFK INSULATING FLANGE KIT LN LANE LOC LOCATION MAX MAXIMUM MH MANHOLE MIN MINIMUM MISC MISCELLANEOUS N NORTH NACE NATIONAL ASSOCIATION OF CORROSION ENGINEERS CALL TOLL FREE 1-800-227--2600 BEFORE YOU DIG NTS NOT TO SCALE OCSD ORANGE COUNTY SANITATION DISTRICT P PIPELINE PKWY PARKWAY QTY QUANTITY RD ROAD REV REVISION RTE ROUTE RIW RIGHT OF WAY S SOUTH SHT SHEET SPEC SPECIFICATION ST STREET STA STATION STL STEEL TCP TRAFFIC CONTROL PLAN TEMP TEMPORARY TYP TYPICAL UG UNDERGROUND USA UNDERGROUND SERVICE ALERT V VALVE W WATER WV WATER VALVE WI WITH WIO WITHOUT �LI FORS% PUBLIC WORKS DEPARTMENT CATHODIC PROTECTION UPGRADES PROJECT APPROVED: REACH # 4 - 36" WATER MAIN EXHIBIT C CONTRACT NO. C-94 PROJECT NO. 24W DAVID A. WEBB, PUBLIC WORKS DIRECTOR APPROVED: JIM HOULIHAN, P.E., DEPUTY PWD / CITY ENGINEER LEGEND (CATHODIC PROTEGTION): EXISTING PIPELINE EXISTING CP TEST STATION PROPOSED CP TEST STATION H EXISTING FLANGE PROPOSED VERTICAL ANODES PROPOSED REFERENCE PROBE CITY BOUNDARY G.orrpra APPROVED: / SARVJIT SINGH, ENGINEERING MANAGER 83-2 11 DATE: DATE: EMERGENCY TELEPHONE NUMBERS DAY NIGHT SOUTHERN CALIFORNIA GAS COMPANY (800) 427-2200 SOUTHERN CALIFORNIA EDISON COMPANY (800) 611-1911 AT&T TELEPHONE COMPANY (800) 332-1321 CITY OF NEWPORT BEACH UTILITIES DEPARTMENT (949) 644-3011 (949) 644--3717 ORANGE COUNTY SANITATION DISTRICT (714) 962-2411 MESA WATER DISTRICT (949) 631-1200 SPECTRUM (833) 949-0036 COX COMMUNICATIONS (844) 780-6054 CROWN CASTLE (888) 632-0931 MCI VERIZON BUSINESS (844) 780-6054 DATE: 8-12-25 GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2015 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 2, EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS_ THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS, UNLESS NOTED OTHERWISE. 4. P.C.C. SHALL BE CLASS 560—C--3250 UNLESS NOTED OTHERWISE. 5- CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VAULTS, WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE PER CITY STANDARDS. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 6. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 7. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. FAILURE TO DO SO WILL PLACE RESPONSIBILITY OF THE CONTRACTOR FOR CORRECTION, 8, ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE —VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH_ ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. 9. THE UTILITY LOCATIONS ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE USED FOR REFERENCE ONLY. UTILITY LOCATIONS AND ALL OTHER SUBSTRUCTURES SHALL BE FIELD VERIFIED BY DELINEATING THE WORK AREA AND CALLING THE APPROPRIATE UNDERGROUND SERVICE ALERT (USA) 811, A MINIMUM OF 48 HOURS IN ADVANCE AND CLEARED PRIOR TO THE BEGINNING OF ANY CONSTRUCTION WORK. 10. ALL CONCRETE SIDEWALKS OR CURBS TO BE REPLACED SHALL BE SAWCUT TO THE NEAREST TRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL. JOINT OR WEAKENED PLANE JOINT AND REPLACED IN CONFORMANCE WITH THE APPLICABLE PROVISIONS OF THE CITY OF NEWPORT BEACH. EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS. 11. ALL P.C.0 AND A.C. PAVEMENT REMOVALS SHALL BE OUTLINE TO NECESSARY WORKING LIMITS AND SAWCUT PRIOR TO THE REMOVAL. ALL DEBRIS CREATED BY THE REMOVAL OPERATIONS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF AWAY FROM THE JOB SITE IN A MANNER AND AT A LOCATION ACCEPTABLE TO THE CITY OF NEWPORT BEACH. 12. ALL EXCAVATIONS SHALL BE IN ACCORDANCE WITH TITLE EIGHT (8) OF THE CALIFORNIA CODE OF REGULATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REQUIRED CALOSHA PERMIT FOR EXCAVATIONS OR TRENCHES FIVE (5) FEET IN DEPTH OF GREATER. TRENCH LIMITATIONS WILL BE GOVERNED BY THE CITY OF NEWPORT BEACH OR THE PERMITTING AGENCY. 13, THE CONTRACTOR SHALL MAINTAIN THE WORK AREA IN A NEAT, SAFE, CLEAN AND SANITARY CONDITION AT ALL TIMES AND TO THE SATISFACTION OF THE CITY OF NEWPORT BEACH. STREETS SHALL BE KEPT CLEAN OF DEBRIS, WITH DUST AND NUISANCE BEING CONTROLLED AT ALL TIMES. LOOSE EXCAVATED MATERIAL SHALL NOT BE PLACED OR STORED IN WATERWAYS. ALL EXCESS EXCAVATED SOIL AND MATERIALS SHALL BE REMOVED AND DISPOSED OF IN A PROPER AND LEGAL MANNER BY THE CONTRACTOR. 14. AT THE END OF EACH WORKING DAY AND AT THE TIMES WHEN CONSTRUCTION OPERATIONS ARE SUSPENDED FOR ANY REASON, THE CONTRACTOR SHALL REMOVE ALL EQUIPMENT, VEHICLES, MATERIAL, TRAFFIC CONTROL DEVICES, STOCKPILE OR ANY OTHER FORM OF OBSTRUCTION FROM THE RIGHT—OF—WAY. 15. ALL LANDSCAPING AND GRASS AREAS SHALL BE RESTORED TO ITS ORIGINAL PER THE PROJECT SPECIFICATIONS AND REPAIRED TO THE SATISFACTION OF THE CITY OF NEWPORT BEACH OR TO THE REGULATORY AGENCY HAVING JURISDICTION. 16. THE CONTRACTOR SHALL RESTORE ALL EXISTING SURFACE IMPROVEMENTS (INCLUDING BUT NOT LIMITED TO: HARDSCAPE, A.C., P.C.C., BRICK, ETC.) TO ITS ORIGINAL CONDITION TO THE SATISFACTION OF THE OWNER AND TO THE REGULATORY AGENCY HAVING JURISDICTION. 17. ALL NEW CATHODIC PROTECTION EQUIPMENT INSTALLATIONS TO BE FIELD LOCATED TO MINIMIZE IMPACT TO THE EXISTING SURFACE CONDITIONS AND AVOID CONFLICT WITH EXISTING UTILITIES OR SUBSTRUCTURES. LOCATIONS SHOWN ON THESE PLANS TO BE USED AS REFERENCE AND ARE APPROXIMATE. SHEET NO APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: MARK VUKOJEVIC, P.E. MICHA SINACQRI, P.E. DIRECTOR ASSISTANT CITY ENGINEER UTILITIES DEPARTMENT DATE: 0 ` if - 2 r DATE: ep" Li'' 4-5 01 02 03 04 05 06 07 08 09 10 11 12 13 SHEET INDEX DESCRIPTION TITLE SHEET CATHODIC PROTECTION NOTES, LEGEND & ABBREVIATIONS OVERALL CATHODIC PROTECTION SITE PLAN CATHODIC PROTECTION LAYOUT I CATHODIC PROTECTION LAYOUT II CATHODIC PROTECTION LAYOUT III CATHODIC PROTECTION LAYOUT IV CATHODIC PROTECTION LAYOUT V CATHODIC PROTECTION DETAILS I CATHODIC PROTECTION DETAILS II CATHODIC PROTECTION DETAILS III CATHODIC PROTECTION DETAILS IV CATHODIC PROTECTION DETAILS V C-9483-2 REACH # 4 - 36" WATER MAIN GENERAL NOTES, VICINITY MAP, LOCATION MAP CITY OF NEWPORT BEACH W-5413-S PUBLIC WORKS DEPARTMENT S HEET 01 OF 13 CONSTRUCTION PHASES: EACH PHASE OF THE GALVANIC CATHODIC PROTECTION SYSTEM INSTALLATION CAN BE PERFORMED INDEPENDENTLY OR CONCURRENTLY. 1. INSTALL TWELVE (12) ANODE GROUND BEDS. 2. INSTALL THREE NEW (3) TEST STATIONS 3. INSTALL TWO (2) ISOLATION FLANGE KITS. 4. INSTALL SIX (6) COPPER -COPPER SULFATE REFERENCE PROBES 5. INSTALL SIX (6) TEST STATION TERMINAL BOARDS. 6. TRENCH AND ROUTE ANODE CABLES TO TEST STATIONS. 7. INSTALL SIX (6) NEW PIPELINE CONNECTIONS AT THREE (3) LOCATIONS 8. SURFACE RESTORATION OF ALL EXCAVATIONS/TRENCHES PER CITY OF NEWPORT BEACH STANDARD RESTORATION DETAILS. ADDITIONAL NOTES: 6. TRENCHING AND EXCAVATION NOTES: a. THE UTILITY LOCATIONS ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE USED FOR REFERENCE ONLY. UTILITY LOCATIONS AND ALL OTHER SUBSTRUCTURES SHALL BE FIELD VERIFIED. b. DELINEATE WORK AREA AND CALL THE APPROPRIATE UNDERGROUND SERVICE ALERT (USA) 811, 48 HOURS (NOT INCLUDING INITIAL DAY) PRIOR TO START OF WORK. c. TRENCH LIMITATIONS WILL BE GOVERNED BY THE PERMITTING AGENCY. d. NOTIFY THE LOCAL DISTRICT CONTACT AND THE REGION'S ENVIRONMENT SPECIALIST IF CONTAMINATED SOIL IS ENCOUNTERED OR SUSPECTED. e. ALL EXCAVATIONS SHALL BE IN ACCORDANCE WITH TITLE EIGHT (8) OF THE CALIFORNIA CODE OF REGULATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REQUIRED CALOSHA PERMIT FOR EXCAVATIONS OR TRENCHES FIVE (5) FEET IN DEPTH OR GREATER. 2. ANODE CABLES ARE TO BE INSTALLED AND SECURED WITHOUT DAMAGE TO THE INSULATION. 3. LOOSE EXCAVATED MATERIAL SHALL NOT BE PLACED OR STORED IN WATERWAYS. ALL EXCESS EXCAVATED SOIL AND MATERIALS SHALL BE REMOVED AND DISPOSED OF IN A PROPER AND LEGAL MANNER BY THE CONTRACTOR. ALL DISTURBED SURFACE AREAS SHALL BE SHAPED TO FACILITATE DRAINAGE AND AVOID PONDING AND RESTORED TO NEAR NATURAL OR PRE -CONSTRUCTION CONDITIONS. 4. INFORMATION ON EXISTING UTILITIES AND OTHER SUBSTRUCTURES SHALL BE OBTAINED FROM THE APPROPRIATE AGENCIES. ALL CONSTRUCTION SHALL BE DONE A MINIMUM 48 HOURS AFTER USA DIG CALL ALERTS HAVE BEEN MADE AND USA DIG HAS CLEARED THE AREA. 5. ADEQUATE SAFETY MEASURES SHALL BE MAINTAINED BY THE PROPER SCHEDULING OF PROPOSED INSTALLATIONS, IN ACCORDANCE WITH SECURED OR PROVIDED PERMITS. 6. ALL CONSTRUCTION SHALL CONFORM TO NACE STANDARDS AND PROJECT SPECIFICATIONS, AND SHALL BE AS PER APPROVED DRAWINGS. ALL THE PROPER PERMITS AS REQUIRED BY THE COUNTY MUST BE MET BEFORE BEGINNING THE FIELD INSTALLATION. ANODE INSTALLATION INSTRUCTIONS: 1. ANODE CABLES SHALL BE #12 AWG SINGLE CONDUCTOR STRANDED COPPER WITH HMWPE INSULATION. 2. ANODE HEADER CABLES SHALL BE #8 AWG SINGLE CONDUCTOR STRANDED COPPER WITH HMWPE INSULATION. 3. HIGH POTENTIAL MAGNESIUM ANODES SHALL BE USED. 4. THE ANODE GROUNDBED SHALL BE LOCATED BASED ON FIELD CONDITIONS. ANODES SHALL NOT BE CARRIED BY MEANS OF ANODE LEAD WIRES. DAMAGED ANODES SHALL BE REPLACED BY THE CONTRACTOR AT THEIR SOLE EXPENSE. ANODE SPACING SHALL BE AS SHOWN ON THE DRAWINGS. 5. UNDER NO CIRCUMSTANCES SHOULD THE ANODE LEAD WIRES BE CLAMPED OR PINCHED DURING LOWERING. CONSTRUCTION NOTES: OINSTALL TWO (2) NEW DISTRIBUTED VERTICAL ANODE GROUNDBEDS - SEE DETAIL 1 ON SHEET 09 OINSTALL NEW TERMINAL BOARD IN NEW OR EXISTING TEST STATION - SEE DETAILS 1 & 3 ON SHEET 10 OINSTALL NEW TERMINAL BOARD IN EXISTING TEST STATION - SEE DETAILS 2 & 3 ON SHEET 10 OREPLACE/INSTALL ISOLATION FLANGE KIT - SEE DETAILS 1 & 2 ON SHEET 12 OINSTALL NEW TEST STATION - SEE DETAIL 4 ON SHEET 09 6 SURFACE RESTORATION PER STD 106-A TRENCH RESURFACING - SEE DETAIL 3 ON SHEET 12 OINSTALL NEW REFERENCE PROBE - SEE DETAIL 1 ON SHEET 09 INSTALL 2 WIRES ON EACH SIDE OF IFK AND 8O ROUTE TO EXISTING TEST STATION - SEE DETAIL 1 ON SHEET 11 OSURFACE RESTORATION PER CITY OF COSTA MESA TRENCH DETAIL - SEE DETAIL 4 ON SHEET 12 10 RESTORE SIDEWALK PER CITY OF COSTA MESA DETAIL - SEE DETAIL 1 ON SHEET 13 GALVANIC ANODE CATHODIC PROTECTION TEST STATION SCHEDULE TEST STATION # LOCATION AS -BUILT MATERIAL DIA (INCHES) STATION QUANTITY OF ANODES REMARKS W 16TH ST AND INSTALL ISOLATION FLANGE KIT TS #1 MONROVIA AVE W_5243_S STEEL 36 9+75 16 AND TWO (2) DISTRIBUTED VERTICAL ANODE GROUND BEDS W 16TH ST E/O INSTALL TWO (2) DISTRIBUTED TS #2 BABCOCK ST W_5243_S STEEL 36 17+45 16 VERTICAL ANODE GROUND BEDS AND TEST STATION W 16TH ST E/O INSTALL TWO (2) DISTRIBUTED TS #3 PLACENTIA AVE W_5243_S STEEL 36 26+75 16 VERTICAL ANODE GROUND BEDS AND TEST STATION TS #4 W 16TH ST W/O W_5243 S STEEL 36 35+50 16 INSTALL TWO (2) DISTRIBUTED POMONA AVE — VERTICAL ANODE GROUND BEDS TS #5 INDUSTRIAL WAY N/O W_5312 S STEEL 36 15+95 16 INSTALL TWO (2) DISTRIBUTED NEWPORT BLVD — VERTICAL ANODE GROUND BEDS INSTALL ISOLATION FLANGE KIT, TS #6 E 15TH ST S/O OLD W 5312 S STEEL 36 21 +75 16 TWO (2) DISTRIBUTED VERTICAL NEWPORT BLVD — — ANODE GROUND BED AND TEST STATION C-9438-2 U L d Y 0 00 i Ln N \ N 00 0 ILd } Y A "T V --ri -- - + ti. t � # +`i cybkk y r F Si I� — — L r _ err i i 7w All _ SEE SHEET 06 _ SEE SHEET 07 SEE SHEET 04 M1 � — T --- 7— JdLJr r i I TS# 1 I �, 1 I I + TS#jr e I TS# 4 I or _ —---------J r �+.r ! t r MR Al Y al ♦ TS# 5 - r . r CITY OF COSTA MESA - SEE SHEET 05 - �.. _- _ ,#, ' + - 44 14 i *' I Sin IT"F NEwp RT BEA H }. 36" CML&C STEEL WATER PIPELINE = T -y - .� _` � �d - _ 5 AA kill # ` 1 ATh .. i tir , O O z All �'1.. _ m m " SITE PLAN - EXHIBIT C PIPELINE SCALE: NTS NOTES: 1. ROUTING SHOWN IS APPROXIMATE ONLY. - 4P SEE SHEET 08 i � Y LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE EXISTING CP TEST STATION PROPOSED CP TEST STATION CITY BOUNDARY C-9438-2 LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE ❑ EXISTING CP TEST STATION H FLANGE O PROPOSED REFERENCE PROBE PROPOSED VERTICAL ANODES CONSTRUCTION NOTES: OINSTALL TWO (2) NEW DISTRIBUTED VERTICAL ANODE GROUNDBEDS - SEE DETAIL 1 ON SHEET 09 OINSTALL NEW TERMINAL BOARD IN EXISTING TEST STATION - SEE DETAILS 2 & 3 ON SHEET 10 OREPLACE/INSTALL ISOLATION FLANGE KIT - SEE DETAILS 1 & 2 ON SHEET 12 OSURFACE RESTORATION PER STD 106-A TRENCH RESURFACING - SEE DETAIL 3 ON SHEET 12 OINSTALL NEW REFERENCE PROBE - SEE DETAIL 1 ON SHEET 09 INSTALL 2 WIRES ON EACH SIDE OF IFK AND O8 ROUTE TO EXISTING TEST STATION - SEE DETAIL 1 ON SHEET 11 NOTES: 4 8 II MWENIN #L e TS# 1 9+75 3' (TYI + - -2-461p . 1. PROPOSED NEW ANODE GROUNDBEDS SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. 3. EXOTHERMICALLY WELD AND ROUTE WIRES FROM BOTH SIDES OF IFK TO EXISTING TEST STATION #1 9+75 (2 WIRES ON EACH SIDE OF FLANGE) PLACE WIRES WITHIN ANODE HEADER CABLE TRENCH. t I w 36" CML&C STEEL WATER PIPELINE rm SITE PLAN - CATHODIC PROTECTION LAYOUT I SCALE: NTS .1� r 16TH ST _. 4 r� C-9438-2 U L d u 0 Y 0 Ln N N 00 O LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE mv I PROPOSED CP TEST STATION O PROPOSED REFERENCE PROBE PROPOSED VERTICAL ANODES •0 CONSTRUCTION NOTES: OINSTALL TWO (2) NEW DISTRIBUTED VERTICAL ANODE GROUNDBEDS - SEE DETAIL 1 ON SHEET 09 O2 INSTALL NEW TERMINAL BOARD IN NEW OR EXISTING TEST STATION - SEE DETAILS 1 & 3 ON SHEET 10 5 INSTALL NEW TEST STATION - SEE DETAIL 4 ON SHEET 09 OSURFACE RESTORATION PER STD 106-A TRENCH RESURFACING - SEE DETAIL 3 ON SHEET 12 INSTALL NEW REFERENCE PROBE - SEE DETAIL 1 7 1 ON SHEET 09 NOTES: 16TH ST 1. PROPOSED NEW ANODE GROUNDBEDS SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. j - so 0 0 I 0 -0-i 3' � (TYP)P 7 TS# 2 17+45 3 (TYP) 1�25 ----------------------------------- TS#' 17+4 as -do 'Elm * \- - - - - - - - - - - - - - - - - - - - -- 36" CML&C STEEL WATER PIPELINE IN oo� SITE PLAN — CATHODIC PROTECTION LAYOUT II SCALE: NTS w f.01h:-m �i bw l�J C-9438-2 LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE PROPOSED CP TEST STATION O PROPOSED REFERENCE PROBE PROPOSED VERTICAL ANODES CONSTRUCTION NOTES: OINSTALL TWO (2) NEW DISTRIBUTED VERTICAL ANODE GROUNDBEDS - SEE DETAIL 1 ON SHEET 09 O2 INSTALL NEW TERMINAL BOARD IN NEW OR EXISTING TEST STATION - SEE DETAILS 1 & 3 ON SHEET 10 OINSTALL NEW TEST STATION - SEE DETAIL 4 ON SHEET 09 OINSTALL NEW REFERENCE PROBE - SEE DETAIL 1 ON SHEET 09 OSURFACE RESTORATION PER CITY OF COSTA MESA TRENCH DETAIL - SEE DETAIL 4 ON SHEET 12 10 RESTORE SIDEWALK PER CITY OF COSTA MESA DETAIL - SEE DETAIL 1 ON SHEET 13 NOTES: w Q �Q z w U In J 7 q r m lw-_Iw .4 IY 11 36" CML&C STEEL WATER PIPELINE 16TH ST mi a SITE PLAN - CATHODIC PROTECTION LAYOUT III 1. PROPOSED NEW ANODE GROUNDBEDS SHALL BE A MINIMUM os SCALE: NTS OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. MANOR-9w 14 -Li -Fr- 4 + -MlgL -k 400mg4 C-9438-2 LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE EXISTING CP TEST STATION C PROPOSED REFERENCE PROBE PROPOSED VERTICAL ANODES I CONSTRUCTION NOTES: 16TH ST OINSTALL TWO (2) NEW DISTRIBUTED VERTICAL ANODE GROUNDBEDS - SEE DETAIL 1 ON SHEET 09 OINSTALL NEW TERMINAL BOARD IN NEW OR EXISTING TEST STATION - SEE DETAILS 1 & 3 ON SHEET 10 7 INSTALL NEW REFERENCE PROBE - SEE DETAIL 1 ON SHEET 09 OSURFACE RESTORATION PER CITY OF COSTA MESA TRENCH DETAIL - SEE DETAIL 4 ON SHEET 12 10 RESTORE SIDEWALK PER CITY OF COSTA MESA DETAIL - SEE DETAIL 1 ON SHEET 13 NOTES: 1. PROPOSED NEW ANODE GROUNDBEDS SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. " Rj q -LA w Ar- t JR ----_ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ r- — — — — — — — — — — — — — — — — — — — — — — -- I -----_ L----------------- J \\\736" CML&C STEEL WATER PIPEL old wim, �l SITE PLAN - CATHODIC PROTECTION LAYOUT IV SCALE: NTS y TS# 4 35+50 w a Q z 0 -o dr 6E3 % IF 1* ..-mq 4- i-4 y I C-9438-2 LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE ❑e EXISTING CP TEST STATION FLANGE PROPOSED CP TEST STATION O PROPOSED REFERENCE PROBE PROPOSED VERTICAL ANODES CONSTRUCTION NOTES: OINSTALL TWO (2) NEW DISTRIBUTED VERTICAL ANODE GROUNDBEDS - SEE DETAIL 1 ON SHEET 09 OINSTALL NEW TERMINAL BOARD IN NEW OR EXISTING TEST STATION - SEE DETAILS 1 & 3 ON SHEET 10 OINSTALL NEW TERMINAL BOARD IN EXISTING TEST STATION - SEE DETAILS 2 & 3 ON SHEET 10 OREPLACE/INSTALL ISOLATION FLANGE KIT - SEE DETAILS 1 & 2 ON SHEET 12 OINSTALL NEW TEST STATION - SEE DETAIL 4 ON SHEET 09 OINSTALL NEW REFERENCE PROBE - SEE DETAIL 1 ON SHEET 09 OSURFACE RESTORATION PER CITY OF COSTA MESA TRENCH DETAIL - SEE DETAIL 4 ON SHEET 12 10 RESTORE SIDEWALK PER CITY OF COSTA MESA DETAIL - SEE DETAIL 1 ON SHEET 13 NOTES: / / J / / / / / 1 r I 1 '[ 7�� VA C NIL I 4P16 , 1 I I 1 1 / � 1 / / 1 / I / or qp - � r 1. PROPOSED NEW ANODE GROUNDBEDS SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. 00000000000 WL a 0 36" CML&C STEEL WATER PIPELINE 40 %71 mi 3-1pr '7 SITE PLAN - CATHODIC PROTECTION LAYOUT V SCALE: NTS �4 \ \ \ \ \ \ \ \ \ 1 1 1 1 1 1 1 1 1 1 1 \ \ \ \ \ \ , \ \ , \ , \ , \ C-9438-2 AIrITCC%. 1. LOCATE ANODE GROUNDBED APPROXIMATELY 5' AWAY FROM THE TEST STATION AND A MINIMUM OF 20' AWAY FROM ANY ADJACENT ANODE GROUNDBEDS. NATIVE SOIL SILVER S CONNEC- SECURE WITI #12 AWG H LEAD WIRE BACKFILL COMPOSITION 75% GYPSUM 20% BENTONITE 5% SODIUM SULPHATE 48LB. ANODE SPECS: INGOT WEIGHT: 48 LBS. PKGD WEIGHT: 96 LBS. INGOT DIMENSIONS: 5" XF X 31" PKGD DIMENSIONS: 8" X 34" IMPORTANT NOTE: REMOVE PLASTIC/PAPER BAG FROM ANODE BEFORE INSTALLING. 10" MIN (TYP) BACKFILL PRE -PACKAGED ANODES WITH NATIVE SOIL SPLICE TO #8 AWG ANODE HEADER CABLE (TYP.) SEE DETAIL 09 GRADE / 9" 1 34" (TYP.) 48# HIGH -POTENTIAL MAGNESIUM ANODE (TYP.) 3 SEE DETAIL 09 BURIED WARNING TAPE SEE DETAIL (__2_� Q ji 3' (TYP.) RESTORE TO EXISTING SURFACE CONDITIONS AS NECESSARY TEST STATION 48" Tt 8 ° ANODE GROUNDBED DETAIL (TYPICAL 2 ANODE GROUNDBEDS PER LOCATION) SCALE: NTS ACKAGED BACKFILL =SIUM ALLOY INGOT NIZED STEEL CORE CLOTH BAG CHEMICAL COMPOSITION ELEMENT CONTENT % Al 0.010% Mn 0.50 - 1.30% Cu 0.02% MAX. Ni 0.001 % MAX. Fe 0.03% MAX. OTHER 0.30% MAX. Mg REMAINDER HIGH -POTENTIAL MAGNESIUM ANODE DETAIL SCALE: NTS 5' REFERENCE ELECTRODE- PROBE W/COUPON 3 SEE DETAIL 11 TERMINAL BOARD - PIPE TEST CABLES (2) #10 AWG/THW (RED) EXOTHERMICALLY WELDED (OMIT FOR TS#2 AND TS #3) UNPROTECTED PIPE NOTE: OTHER CP EQUIPMENT NOT SHOWN FOR CLARITY COPPER SPLIT BOLT CONNECTOR OR CRIMP -TYPE CONNECTOR ANODE HEADER 2 LAYERS HALF -LAPPED CABLE #8 AWG HMWPE � RUBBER SPLICING TAPE ANODE LEAD WIRE #12 AWG HMWPE 2 LAYERS OF HALF -LAPPED PVC TAPE CABLE SPLICE DETAIL SCALE: NTS T�"rFIC RATED G05 FLUSH BOX DUIVALENT WITH CAST IRON \BELED "CP TEST" -24" X 24" X 6" CONCRETE PAD JNPROTECTED PIPE TEST CABLES ;2) #8 AWG/HMWPE (BLK) EXOTHERMICALLY WELDED DNLY INSTALLED WHEN NSULATING FLANGE EXISTS WATERLINE PROTECTED PIPE ISOLATION FLANGE (WHERE INSTALLED PER PLANS) PROPOSED TEST STATION INSTALLATION DETAIL SCALE: NTS C-9438-2 TOC'�'I C OXA/IT!`LJ TYPE RS 0.01 OHM SHUNT (TYP), 6 AMI 1/8" THK COPPER BUS BAR ENGRAVED LABEL (TYP) #16 AWG RHVA COUPON (BLL #16 AV\,� I I v REFERNCE CABLE (YLW) COPPER BUS BAR SHUNT (ING (TYP) BRASS HARDWARE (TYP) CONNECTOR (TYP) 1/4" MICARTA OR PHENOLIC PANEL 6"X7" �10 AWG THW DRAIN STRUCTURE LEAD (RED) #16 AWG RHW COUPON (RED) #8 AWG HMWPE ANODE HEADER CABLE (BLK) EAD (RED) TERMINAL BOARD TYPE 1 DETAIL SCALE: NTS WASHER SPRING LOCK WASHER PHENOLIC OR MICARTA ------NUT (TYP. OF 3) COPPER WIRE LUG `BOLT TERMINAL BOARD PLAN VIEW SCALE: NTS TYPE RS 0.0 SHUNT (TYF 1/8" THK COF BUS BAR ENGRAV LABEL (T #8 AWG HMWPE STRUCTURE LEADS ISOLATED SIDE (BLK) Trll�l�I C CIA/IThLJ COUPON (BLUE) REFERNCE CABLE (YLW) TERMINAL BOARD TYPE 2 DETAIL SCALE: NTS (ING (TYP) BRASS HARDWARE (TYP) CONNECTOR (TYP) 1/4" MICARTA OR PHENOLIC PANEL 6" X 7" #10 AWG THW DRAIN STRUCTURE LEAD (RED) #16 AWG RHW COUPON (RED) #8 AWG HMWPE ANODE HEADER CABLE (BLK) ;ED) C-9438-2 0 E 0 00 i Ln N N 00 0 REMOVE PIPELINE COATING FILE PIPE TO BRIGHT METAL AND DRY ANY MOISTURE WITH A TOWEL. STEP 2 REMOVE SLAG WITH HAMIV STEP 1 STRIP INSULATION FROM WIRE (SEE NOTE NO. 1) HOLD WELDER FIRMS " IN PLACE WHILE MAKING CONNECTIO STEP 4 HANDLE GRAPHITE MOLD WELDED BRACKET STEP 3 STEP 5 MOLD COVER 'LY SPARK GUN NY FROM OPERATOR COAT CONNECTION WITH BITUMINOUS COMPOUND STARTING POWDER WELD METAL METAL DISK COPPER WIRE WITH HMWPE INSULATION EXOTHERMIC WELD HORIZONTAL SURFACE CABLE TO PIPE CONNECTIONS (TYPICAL) SCALE: NTS EXOTHERMIC WELD NOTES: 1. REVIEW AND FOLLOW ALL MANUFACTURER INSTRUCTIONS, INCLUDING SAFETY PRECAUTIONS, CONSUMABLE MATERIAL SELECTION, STRUCTURE TYPE, PIPE DIAMETER, STRUCTURE SHAPE, CONNECTION ORIENTATION, SURFACE PENETRATION, AND CABLE SIZE. 2. ALL CONSUMABLES MUST BE COMPATIBLE WITH AND WHERE SUITABLE, MANUFACTURED BY THE SAME MANUFACTURER AS THE CONNECTION SYSTEM. 3. CHECK ADHERENCE OF THE BOND OF THE SUBSTRATE FOR MECHANICAL INTEGRITY BY PULLING AND APPLYING STEADY TENSION ON THE CABLE WHILE STRIKING THE SIDE OF THE WELD ONCE WITH A 2-POUND HAMMER WITH A SHEARING BLOW. DO NOT STRIKE THE COPPER CONDUCTOR. 4. ANY CONNECTIONS THAT BREAK LOOSE OR SHOW SIGNS OF POOR QUALITY SHALL BE REMOVED AND REPLACED WITH A SOUND CABLE -TO -STRUCTURE CONNECTION. 5. COAT ALL EXPOSED WIRE, COPPER, AND WELD METAL, AND EXPOSED PIPE SURFACE. END VIEW < 0„ Specifications: DIRECT BURIAL WARNING TAPE SCALE: NTS .511 .1875" 1.5"��..��1.25"� F SIDE 12.75" Overall 5.875" "Test"Coupon Permanent Reference Electrode 1. 30-year design life and infinate shelf life 2. Element is 99.9% pure copper 3. 15 micron Medical Ceramic Sensor 4. Stability: ±5 millivolts with 0.3 microamps load 5. Wire: #16 RHH-RHWTray Cable 6. Working Temperature Range: 32°F to +1767 (0°C to 80°C) 7. Material Temperature Range: -60°F to +1850F (-51 °C to 85°C) 8. Can be frozen and then returned to working temperature 9. Moisture retention membrane 10. Hydrogen Sulfide Ion Trap 11. Stage One Chloride Ion Trap 12. Stage Two Chloride Ion Trap Yellow - Reference electrode lead wire Blue - IR-Drop lead wire from first coupon Red - IR-Free lead wire from first coupon 1875" �1.25"-•1-� 2 "Test"Coupon Orange Lead - AC: Live lead wire from second coupon Black Lead - Native: Dead lead wire from second coupon Dien id v° STELTHI 7 Rocket IR-Free Probe I IF poll, I I Model SRE-031-CSY Copper -Copper Sulfate MANUFACTURING INC Not to scale I For instructional use only I Revised: December 1, 2016 ■ o Registered Trademark of BORINManufacturing 1 5741 Buckingham Parkway Unit B I Culver City CA 90230 1 (310) 822-1000 1 www.borin.com 3 REFERENCE ELECTRODE WITH COUPON 11 SCALE: NTS C-9438-2 0 Y E 0 00 Ln N N 00 0 Ln i Q U U 0 N 0 a z C Cn STEEL WASHER TYPE "E" GASKET RETAINER RING: NEMA LI-1 GRADE G-10 GASKET SEAL: NITRILE STEEL WASHER 1114%J ATING WASHER NEMA LI-1 GRADE G-10 INSULATING SLEEVE NEMA LI-1 GRADE G-10 INSULATING WASHER NEMA LI-1 GRADE G-10 ISOLATION FLANGE KIT SCALE: NTS CTPPI \A/A(ZWPR ITVD \ IA I n I II ATIA I!'N \AIA nl IrPI /T\/M \ rL/-%1VVC INSULATION FLANGE KIT INSTALLATION SCALE: NTS TYPES OF PAVEMENT REPLACEMENT 1. TRENCH RESURFACING IN PORTLAND CEMENT CONCRETE PAVEMENT SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-13, EXCEPT THAT CONCRETE SHALL BE 8" THICK MINIMUM CLASS 560—C-3250 AND #4 DOWEL, 18" O.C. WITH EPDXY COATING. 2. TRENCH RESURFACING IN ASPHALT CONCRETE PAVEMENT SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-13, EXCEPT THAT: A. ASPHALT CONCRETE SHALL BE PLACED IN LIFTS NOT TO EXCEED 4" THICK. B. APPLY TACK COAT AND FEATHER NEW PAVEMENT AS NECESSARY TO SEAL THE CONTACT JOINT AND ELIMINATE PAVEMENT DEPRESSIONS WITHIN 1' OF THE CONTACT JOINT. *C. COLD PLANE EXISTING PAVEMENT (1" BELOW EXISTING A.C. SECTION). EXACT WIDTH TO BE DETERMINED BY THE FIELD ENGINEER. ** NO PIECES LESS THAN 5' WIDE BETWEEN PATCH AND NEAREST JOINT OR CURB AND GUTTER, REFER TO STD 106—B. EXISTING A.C. PAVEMENT** 18" MIN 18" MIN VARIES* TRENCH WIDTH VARIES* VARIES CONTACT JOINT 12" PIPE J. O.D. ASPHALT TRENCH RESTORATION EXISTING P.C.C. PAVEMENT** CONTACT TRENCH WIDTH JOINT VARIES 6" 6" (TYP) (TYP) EXISTING A.C. PAVEMENT** EPDXY COATED #4 DOWEL .e •. e: n . 1n J EXISTING P.C.C. PAVEMENT** \ \ A.C. BASE COURSE SHALL BE 1" THICKER THAN EXISTING A.C. SECTION WITHIN TRENCH (95% MIN COMPACTION) 12" PIPE BEDDING AND BACKFILL PER STD 323 OR AS DETERMINED PIPE BY THE ENGINEER O.D. CONCRETE TRENCH RESTORATION NOTE: STREETS/ALLEYS RECENTLY SLURRY SEALED, OVERLAID, OR RECONSTRUCTED SHALL REQUIRE EXTENSIVE PAVEMENT RESTORATION PER STD 106—D. FORMER CITY STANDARD PLAN NUMBER (2004 EDITION): STD 105—L—B APP. ix 51568 11/24/2020 CITY ENGINEER RCE DATE I NO. I DATE I DESCRIPTION OF REVISIONS CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS STANDARD DRAWING NO. DRAWN: P. KHARAZMI TRENCH RESURFACING 106-A DATE: 11/5/2020 SHEET 1 OF 1 STD 106-A - TRENCH RESURFACING SCALE: NTS SAWCUT FULL EXTENDED REMOVAL DEPTH (SEE NOTE 2) REPLACEMENT PAVEMENT A.C. OR P.C.C. BACKFILL ZONE SEE NOTES 4 & 5 PIPE ZONE SEE NOTE 3 8) 'q I (A) r. 36" (900 MM) MIN. 8" (200 MM) MINIMUM A.C. EXISTING 1 PAVEMENT (25 1MM) B) (A) (B) UNDER24" 12� (300 MM) 24A, D OVER 18 (450 MM) 12" MIN. WARNING TAPE (30LMM) (OPTIONAL) 6" MIN. \\ 8" MAX. (200 MM) 6" MIN. (150 MM) UNDISTURBED SUBGRADE A I T C` NOTES: • SEE SHEET 2 OF 2 CITY OF COSTA MESA TRENCH DETAIL PUBLIC SERVICES DEPARTMENT cvAPPROVED BY: ERtvESTO wut4o7'jFC1Ty EKIDNEI WALL" OWECTOR Of P%AK C SERY CES FILE NAME: STD-813.DWG REVISED: SHT. 1 OF 2 CITY OF COSTA MESA TRENCH DETAIL SCALE: NTS C-9438-2 IffiffAlillaws5imIL-2m,� ►I/// • /11/////// If Less Than 3. * ToEVanslonJohf %S"X 2" Se.cut W*Ak0 PI am Joint (Typical) AI . Ubli Cuft Normal To The VA FIF INV I� i_� non 3' FA �i 3, mm e" r- TYPICAL EXCAVATION SECTION, SEE NOTE 2 LEGEND EXCAVATION ® AREA OF CONCACTE PAVEMENT TO BE SAW CUT AND REPLACED %8" X 2" Sant CUT SAW CUT 2 ►L DEPTH NOTES = 1. 1. CONCRETE PAVEMENT SHALL NOT BE CUT WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER. 2. EXCAVATION SK4LLALSO CONFORM TO THE REQUIREMENTS OF STD. DWG 813. 3 THE EXTENT OF ROAIR OF CONCRET: CUTS NOT SHOWN CW THIS STANDARD OR OF CUTS MADE WITHIN THREE FEET OF EXISTING PIA-K>ES,CRACKS OR DETERIORATED SLABS SHALLEE DETERMINED BY THE CITY ENGINEER. 4. ALL CONCRETE WORK SHALL CONFORM TO THE CURRENT EDITION OF THE SUNDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND -CITY OF COSTA MESA STANDARD DRAWINGS. 5. ALL TRANSVERSE AND LONGITUDINAL JOINTS AND OUTER EDGES OF FO&VAENT WHICH ARE PART OF THE REPLACED CONCRETE 9iALL BE EDGED WITH AN EDGING TOOL HAVING A RADIUS OF 1/4" AND IN ACCORDANCE WITH GTY STANDARD DRAWING E. REPLACED CONCRETE THAT ,JOINS A SAWED EDGE OF THE EXISTING PAVEMENT SHALL BE TOOLED. 7. REPLACED CONCRETE SHALL FE PNISHFD T1 THE SME SURFACE TEXTURE AS THAT OF ADJACENT EXISTING CONCRETE. 8. THE LIM17S OF REMOVAL AND REPLACEMENT IN THE TRAVELLED WAY SHALL BE DETERMINED BY THE CITY ENGINEER. �. DOV&I-LING MAY BE REQUIRED AS DIR&.TED BY THE CITY ENGINEER. ICi ALL RQN(XAL.S IN CROSS LITTERS SHALL BE ALONG EXPANSION OR WEAKENED PL AtE JOINTS PER STD DWG. 415. CITY OF COSTA MESA CONCRETE PAVEMENT o*AWN GP.R. REPLACEMENT SCALE NONE CALIFORNIA SM DWG. NO. PUBLIC SERVICES DMRTMENT APPROVED T gi W131d:5-- 8 2 W%= 0. MATTIOW N.C.[. $9340 CITY OF COSTA MESA SIDEWALK DETAIL SCALE: NTS C-9438-2 U L d u C) Y E 0 00 Ln N N 00 O GENERAL NOTES f . .: Zf 4, 1 PACIFIC OCEA " m Fg71 = �F 4Y , LL 73 4A .. - "toll. R ABBREVIATIONS (IN ADDITION TO GREENBOOK SECTION 1-3.2) APN ASSESSOR'S PARCEL NUMBER APPROX APPROXIMATE AWG AMERICAN WIRE GAUGE AVE AVENUE BLVD BOULEVARD BOM BILL OF MATERIALS CNL CANNOT LOCATE CP CATHODIC PROTECTION CULV CULVERT DET DETAIL DIA DIAMETER DIST DISTRIBUTION DWY DRIVEWAY E EAST EASE EASEMENT ELEV ELEVATION FH FIRE HYDRANT FIG FIGURE FLG FLANGE FWY FREEWAY GACP GALVANIC ANODE CATHODIC PROTECTION HMWPE HIGH MOLECULAR WEIGHT POLYETHYLNE HWY HIGHWAY IFK INSULATING FLANGE KIT LN LANE LOC LOCATION MAX MAXIMUM MH MANHOLE MIN MINIMUM MISC MISCELLANEOUS N NORTH NACE NATIONAL ASSOCIATION OF CORROSION ENGINEERS CALL TOLL FREE 1- 800- 227-- 2600 BEFORE YOU DIG .01 k NTS NOT TO SCALE OCSD ORANGE COUNTY SANITATION DISTRICT P PIPELINE PKWY PARKWAY QTY QUANTITY RD ROAD REV REVISION RTE ROUTE RIW RIGHT OF WAY S SOUTH SHT SHEET SPEC SPECIFICATION ST STREET STA STATION STL STEEL TCP TRAFFIC CONTROL PLAN TEMP TEMPORARY TYP TYPICAL UG UNDERGROUND USA UNDERGROUND SERVICE ALERT V VALVE W WATER WV WATER VALVE WI WITH WIO WITHOUT CATHODIC PROTECTION UPGRADES PROJECT 24" NEWPORT BLVD WATER MAIN APPROVED: EXHIBIT D CONTRACT NO. C-9483-2 PROJECT NO. 24W1 1 DAVID A. WEBB, PUBLIC WORKS DIRECTOR DATE: APPROVED: DATE: JIM HOULIHAN, P.E., DEPUTY PWD 1 CITY ENGINEER LEGEND CATHOC►IC PROTECTION): EXISTING PIPELINE EXISTING CP TEST STATION MISSING CP TEST STATION H EXISTING FLANGE PROPOSED VERTICAL ANODES PROPOSED REFERENCE PROBE APPROVED: SARVJIT SINGH, ENGINEERING MANAGER EMERGENCY TELEPHONE NUMBERS DAY NIGHT SOUTHERN CALIFORNIA GAS COMPANY (800) 427-2200 SOUTHERN CALIFORNIA EDISON COMPANY (800) 611-1911 AT&T TELEPHONE COMPANY (800) 332-1321 CITY OF NEWPORT BEACH UTILITIES DEPARTMENT (949) 644-3011 (949) 644-3717 ORANGE COUNTY SANITATION DISTRICT (714) 962--2411 MESA WATER DISTRICT (949) 631-1200 SPECTRUM (833) 949-0036 COX COMMUNICATIONS (844) 780-6054 CROWN CASTLE (888) 632-0931 MCI VERIZON BUSINESS (844) 780-6054 DATE: 8-12-25 APPROVAL RECOMMENDED: 1_4vjjr��_ MARK VUKOJEVIC, P.E. DIRECTOR UTILITIES DEPARTMENT DATE: tkf 2 S 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2015 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS, UNLESS NOTED OTHERWISE. 4. P.C.C. SHALL BE CLASS 560—C-3250 UNLESS NOTED OTHERWISE. 5- CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VAULTS, WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE PER CITY STANDARDS. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS, 6. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 7. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER, FAILURE TO DO SO WILL PLACE RESPONSIBILITY OF THE CONTRACTOR FOR CORRECTION. 8. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE —VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. 9. THE UTILITY LOCATIONS ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE USED FOR REFERENCE ONLY. UTILITY LOCATIONS AND ALL OTHER SUBSTRUCTURES SHALL BE FIELD VERIFIED BY DELINEATING THE WORK AREA AND CALLING THE APPROPRIATE UNDERGROUND SERVICE ALERT (USA) 811, A MINIMUM OF 48 HOURS IN ADVANCE AND CLEARED PRIOR TO THE BEGINNING OF ANY CONSTRUCTION WORK. 10. ALL CONCRETE SIDEWALKS OR CURBS TO BE REPLACED SHALL BE SAWCUT TO THE NEAREST TRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL JOINT OR WEAKENED PLANE JOINT AND REPLACED IN CONFORMANCE WITH THE APPLICABLE PROVISIONS OF THE CITY OF NEWPORT BEACH. EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS. 11. ALL P.C.0 AND A.C. PAVEMENT REMOVALS SHALL BE OUTLINE TO NECESSARY WORKING LIMITS AND SAWCUT PRIOR TO THE REMOVAL. ALL DEBRIS CREATED BY THE REMOVAL OPERATIONS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF AWAY FROM THE JOB SITE IN A MANNER AND AT A LOCATION ACCEPTABLE TO THE CITY OF NEWPORT BEACH. 12. ALL EXCAVATIONS SHALL BE IN ACCORDANCE WITH TITLE EIGHT (8) OF THE CALIFORNIA CODE OF REGULATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REQUIRED CALOSHA PERMIT FOR EXCAVATIONS OR TRENCHES FIVE (5) FEET IN DEPTH OF GREATER. TRENCH LIMITATIONS WILL BE GOVERNED BY THE CITY OF NEWPORT BEACH OR THE PERMITTING AGENCY. 13. THE CONTRACTOR SHALL MAINTAIN THE WORK AREA IN A NEAT, SAFE, CLEAN AND SANITARY CONDITION AT ALL TIMES AND TO THE SATISFACTION OF THE CITY OF NEWPORT BEACH. STREETS SHALL BE KEPT CLEAN OF DEBRIS, WITH DUST AND NUISANCE BEING CONTROLLED AT ALL TIMES. LOOSE EXCAVATED MATERIAL SHALL NOT BE PLACED OR STORED IN WATERWAYS. ALL EXCESS EXCAVATED SOIL AND MATERIALS SHALL BE REMOVED AND DISPOSED OF IN A PROPER AND LEGAL MANNER BY THE CONTRACTOR. 14. AT THE END OF EACH WORKING DAY AND AT THE TIMES WHEN CONSTRUCTION OPERATIONS ARE SUSPENDED FOR ANY REASON, THE CONTRACTOR SHALL REMOVE ALL EQUIPMENT, VEHICLES, MATERIAL, TRAFFIC CONTROL DEVICES, STOCKPILE OR ANY OTHER FORM OF OBSTRUCTION FROM THE RIGHT—OF—WAY, 15. ALL LANDSCAPING AND GRASS AREAS SHALL BE RESTORED TO ITS ORIGINAL PER THE PROJECT SPECIFICATIONS AND REPAIRED TO THE SATISFACTION OF THE CITY OF NEWPORT BEACH OR TO THE REGULATORY AGENCY HAVING JURISDICTION. 16- THE CONTRACTOR SHALL RESTORE ALL EXISTING SURFACE IMPROVEMENTS (INCLUDING BUT NOT LIMITED TO: HARDSCAPE, A.C., P.C.C., BRICK, ETC.) TO ITS ORIGINAL. CONDITION TO THE SATISFACTION OF THE OWNER AND TO THE REGULATORY AGENCY HAVING JURISDICTION. 17. ALL NEW CATHODIC PROTECTION EQUIPMENT INSTALLATIONS TO BE FIELD LOCATED TO MINIMIZE IMPACT TO THE EXISTING SURFACE CONDITIONS AND AVOID CONFLICT WITH EXISTING UTILITIES OR SUBSTRUCTURES. LOCATIONS SHOWN ON THESE PLANS TO BE USED AS REFERENCE AND ARE APPROXIMATE. SHEET NO. 01 02 03 04 05 06 07 08 09 10 SHEET INDEX DESCRIPTION TITLE SHEET CATHODIC PROTECTION NOTES, LEGEND & ABBREVIATIONS OVERALL CATHODIC PROTECTION SITE PLAN CATHODIC PROTECTION LAYOUT I CATHODIC PROTECTION LAYOUT II CATHODIC PROTECTION LAYOUT III CATHODIC PROTECTION DETAILS I CATHODIC PROTECTION DETAILS II CATHODIC PROTECTION DETAILS III CATHODIC PROTECTION DETAILS IV C-9483-2 APPROVAL RECOMMENDED: 24" NEWPORT BLVD WATER MAIN -_ GENERAL NOTES, VICINITY M]CHAEL J INACORI, P.E _ ASSIISTANJ CITY ENGINEER MAP, LOCATION MAP CITY OF NEWPORT BEACH W-5414-S DATE: Q% 'Z� '� PUBLIC WORKS DEPARTMENT S HEET 01 OF 1 O CONSTRUCTION PHASES: EACH PHASE OF THE GALVANIC CATHODIC PROTECTION SYSTEM INSTALLATION CAN BE PERFORMED INDEPENDENTLY OR CONCURRENTLY. 1. INSTALL THREE (3) ANODE GROUND BEDS. 2. INSTALL TWO (2) ISOLATION FLANGE KITS. 3. INSTALL THREE (3) COPPER -COPPER SULFATE REFERENCE PROBES 4. INSTALL FIVE (5) TEST STATION TERMINAL BOARDS. 5. TRENCH AND ROUTE ANODE CABLES TO TEST STATIONS. 6. INSTALL TWO (2) NEW PIPELINE CONNECTIONS. 7. SURFACE RESTORATION OF ALL EXCAVATIONS/TRENCHES PER CITY OF NEWPORT BEACH STANDARD RESTORATION DETAILS. SEE DETAIL 3 SHEET 10. ADDITIONAL NOTES: 1. TRENCHING AND EXCAVATION NOTES: a. THE UTILITY LOCATIONS ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE USED FOR REFERENCE ONLY. UTILITY LOCATIONS AND ALL OTHER SUBSTRUCTURES SHALL BE FIELD VERIFIED. b. DELINEATE WORK AREA AND CALL THE APPROPRIATE UNDERGROUND SERVICE ALERT (USA) 811, 48 HOURS (NOT INCLUDING INITIAL DAY) PRIOR TO START OF WORK. c. TRENCH LIMITATIONS WILL BE GOVERNED BY THE PERMITTING AGENCY. d. NOTIFY THE LOCAL DISTRICT CONTACT AND THE REGION'S ENVIRONMENT SPECIALIST IF CONTAMINATED SOIL IS ENCOUNTERED OR SUSPECTED. e. ALL EXCAVATIONS SHALL BE IN ACCORDANCE WITH TITLE EIGHT (8) OF THE CALIFORNIA CODE OF REGULATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REQUIRED CALOSHA PERMIT FOR EXCAVATIONS OR TRENCHES FIVE (5) FEET IN DEPTH OR GREATER. 2. ANODE CABLES ARE TO BE INSTALLED AND SECURED WITHOUT DAMAGE TO THE INSULATION. 3. LOOSE EXCAVATED MATERIAL SHALL NOT BE PLACED OR STORED IN WATERWAYS. ALL EXCESS EXCAVATED SOIL AND MATERIALS SHALL BE REMOVED AND DISPOSED OF IN A PROPER AND LEGAL MANNER BY THE CONTRACTOR. ALL DISTURBED SURFACE AREAS SHALL BE SHAPED TO FACILITATE DRAINAGE AND AVOID PONDING AND RESTORED TO NEAR NATURAL OR PRE -CONSTRUCTION CONDITIONS. 4. INFORMATION ON EXISTING UTILITIES AND OTHER SUBSTRUCTURES SHALL BE OBTAINED FROM THE APPROPRIATE AGENCIES. ALL CONSTRUCTION SHALL BE DONE A MINIMUM 48 HOURS AFTER USA DIG CALL ALERTS HAVE BEEN MADE AND USA DIG HAS CLEARED THE AREA. 5. ADEQUATE SAFETY MEASURES SHALL BE MAINTAINED BY THE PROPER SCHEDULING OF PROPOSED INSTALLATIONS, IN ACCORDANCE WITH SECURED OR PROVIDED PERMITS. 6. ALL CONSTRUCTION SHALL CONFORM TO NACE STANDARDS AND PROJECT SPECIFICATIONS, AND SHALL BE AS PER APPROVED DRAWINGS. ALL THE PROPER PERMITS AS REQUIRED BY THE COUNTY MUST BE MET BEFORE BEGINNING THE FIELD INSTALLATION. ANODE INSTALLATION INSTRUCTIONS: 1. ANODE CABLES SHALL BE #12 AWG SINGLE CONDUCTOR STRANDED COPPER WITH HMWPE INSULATION. 2. ANODE HEADER CABLES SHALL BE #8 AWG SINGLE CONDUCTOR STRANDED COPPER WITH HMWPE INSULATION. 3. HIGH POTENTIAL MAGNESIUM ANODES SHALL BE USED. 4. THE ANODE GROUNDBED SHALL BE LOCATED BASED ON FIELD CONDITIONS. ANODES SHALL NOT BE CARRIED BY MEANS OF ANODE LEAD WIRES. DAMAGED ANODES SHALL BE REPLACED BY THE CONTRACTOR AT THEIR SOLE EXPENSE. ANODE SPACING SHALL BE AS SHOWN ON THE DRAWINGS. 5. UNDER NO CIRCUMSTANCES SHOULD THE ANODE LEAD WIRES BE CLAMPED OR PINCHED DURING LOWERING. CONSTRUCTION NOTES: OINSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 07 O2 INSTALL NEW TERMINAL BOARD IN EXISTING TEST STATION - SEE DETAILS 1 & 3 ON SHEET 08 OINSTALL NEW TERMINAL BOARD IN EXISTING TEST STATION - SEE DETAILS 2 & 3 ON SHEET 08 GREPLACE/INSTALL ISOLATION FLANGE KIT - SEE DETAILS 1 & 2 ON SHEET 10 OINSTALL TWO (2) NEW STRUCTURE CABLES - SEE DETAIL 1 ON SHEET 09 OSURFACE RESTORATION PER STD STD 106-A TRENCH RESURFACING - SEE DETAIL 3 ON SHEET 10 OINSTALL NEW REFERENCE PROBE - SEE DETAIL 1 ON SHEET 07 OSIDEWALK RESTORATION - SEE DETAIL 4 ON SHEET 10 GALVANIC ANODE CATHODIC PROTECTION TEST STATION SCHEDULE TEST STATION # STATION LOCATION AS-BUILTS PIPE MATERIAL DIA (INCHES) QUANTITY OF ANODES REMARKS TS #1 10+17 CENTRAL AVE N/O VIA LIDO W 5346 S - - CML&TW 24 - INSTALL NEW STRUCTURE CABLES AND INSTALL ISOLATION FLANGE KIT TS #2 10+80 CENTRAL AVE N/O VIA LIDO W 5346 S CML&TW 24 4 INSTALL DISTRIBUTED VERTICAL ANODE GROUND BED TS #3 16+99 NEWPORT BLVD S/O VIA LIDO W 5346 S CML&TW 24 4 INSTALL DISTRIBUTED VERTICAL ANODE GROUND BED TS #4 18+70 NEWPORT BLVD S/O 1ST ST W 5346 S CML&TW 24 - EXISTING TEST STATION COULD NOT BE LOCATED TS #5 27+30 NEWPORT BLVD N/O 30TH ST W 5346 S CML&TW 24 - EXISTING TEST STATION COULD NOT BE LOCATED TS #6 35+30 NEWPORT BLVD S/O 28TH ST W 5346 S CML&TW 24 4 INSTALL DISTRIBUTED VERTICAL ANODE GROUND BED TS #7 36+38 NEWPORT BLVD AND 28TH ST W 5346 S CML&TW 24 - INSTALL ISOLATION FLANGE KIT C-9438-2 0 aD a I Y 0 I Ln N N 00 0 Lo Q U U 0 N m 0 a z I cn I li - I. �-d"e - V �� i *■tom JfLIP br i r 4_y r r }� IL = 24" CML&TW WATER PIPELINE ti v j, dw hi 4b 'i } al.fir _ RL * + '' ',* 100, LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE EXISTING CP TEST STATION MISSING CP TEST STATION 1� a •' � ti _ _ j. t� TS# 5 ■ L • 1 w - - lip •; `` �+ i `F t � �r • r F � � �i t fqft* { r pr 460- F Y �# r �� � i � J • _+• _ � - SEE SHEET 06 - ' 3 TS# 6 L our Lr Pro Or LPL �ti fo;;;� ■ � jr LIP SITE PLAN - EXHIBIT D PIPELINE SCALE: NTS r�op r " 'r ti ir V-jr f �■� A ' #Nr in . ; ,00F. k } T +4 1p 01 { f� NOTE: 1. PIPELINE ROUTING SHOWN IS APPROXIMATE ONLY. C-9438-2 LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE EXISTING CP TEST STATION PROPOSED VERTICAL ANODES O PROPOSED REFERENCE PROBE EXISTING FLANGE CONSTRUCTION NOTES: OINSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 07 O2 INSTALL NEW TERMINAL BOARD IN EXISTING TEST STATION - SEE DETAILS 1 & 3 ON SHEET 08 OINSTALL NEW TERMINAL BOARD IN EXISTING TEST STATION - SEE DETAILS 2 & 3 ON SHEET 08 4 REPLACE/INSTALL ISOLATION FLANGE KIT - SEE DETAILS 1 & 2 ON SHEET 10 OINSTALL TWO (2) NEW STRUCTURE CABLES - SEE DETAIL 1 ON SHEET 09 7 INSTALL NEW REFERENCE PROBE - SEE DETAIL 1 ON SHEET 07 OSIDEWALK RESTORATION - SEE DETAIL 4 ON SHEET 10 NOTES: 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. r ozo ps J 777 * i f 24" CML&TW WATER PIPELINE Y! . ,4;�o V CATHODIC PROTECTION LAYOUT I SCALE: NTS L 4 Al C-9438-2 LEGEND (CATHODIC PROTECTION): k' EXISTING PIPELINE EXISTING CP TEST STATION PROPOSED VERTICAL ANODES ry, C PROPOSED REFERENCE PROBE a CONSTRUCTION NOTES: OINSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 07 O2 INSTALL NEW TERMINAL BOARD IN EXISTING TEST STATION - SEE DETAILS 1 & 3 ON SHEET 08 OSURFACE RESTORATION PER STD STD 106-A TRENCH RESURFACING - SEE DETAIL 3 ON SHEET 10 OINSTALL NEW REFERENCE PROBE - SEE DETAIL 1 ON SHEET 07 OSIDEWALK RESTORATION - SEE DETAIL 4 ON SHEET 10 NOTES: 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. CATHODIC PROTECTION LAYOUT II SCALE: NTS -9w- _ -w WE f � IqL r t - Ap 00 rdp 4 Afth,� -- I f q FE A C-9438-2 LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE EXISTING CP TEST STATION PROPOSED VERTICAL ANODES O PROPOSED REFERENCE PROBE EXISTING FLANGE CONSTRUCTION NOTES: OINSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 07 O2 INSTALL NEW TERMINAL BOARD IN EXISTING TEST STATION - SEE DETAILS 1 & 3 ON SHEET 08 OINSTALL NEW TERMINAL BOARD IN EXISTING TEST STATION - SEE DETAILS 2 & 3 ON SHEET 08 4 REPLACE/INSTALL ISOLATION FLANGE KIT - SEE DETAILS 1 & 2 ON SHEET 10 OSURFACE RESTORATION PER STD STD 106-A TRENCH RESURFACING - SEE DETAIL 3 ON SHEET 10 7 INSTALL NEW REFERENCE PROBE - SEE DETAIL 1 ON SHEET 07 OSIDEWALK RESTORATION - SEE DETAIL 4 ON SHEET 10 NOTES: al l 24" CML&TW WATER PIPELINE JL fr r, TS# 6 - 35+30 .L 35+30 TS#7 rqp 1 2 6 36+38 8 I :imp jb_l a[" zm=mmill. 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. CATHODIC PROTECTION LAYOUT III SCALE: NTS f. C-9438-2 SPLICE TO #8 AWG ANODE HEADER CABLE (TYP.) SEE DETAIL �7 GRADE 34" (TYP.) L_ - I 10" MIN (TYP) BURIED WARNING TAPE SEE DETAIL 09 RESTORE TO EXISTING SURFACE CONDITIONS AS NECESSARY TEST STATION a a� 6. .• ,°• e , a� „ t s a 48" s REFERENCE ELECTRODE PROBE W/ COUPON SEE DETAIL 3 p , b 09 3' (TYP.) —48# HIGH —POTENTIAL MAGNESIUM NOTES: ANODE (TYP.) SEE DETAIL 3 1. LOCATE ANODE GROUNDBED 07 APPROXIMATELY 5' AWAY FROM THE TEST STATION AND A MINIMUM OF 20' AWAY FROM ANY ADJACENT ANODE GROUNDBEDS. ANODE HEADER CABLE #8 AWG F ANODE GROUNDBED DETAIL SCALE: NTS L L/-% 1 C 1AQ lJ I - HALF —LAPPED PVC TAPE CABLE SPLICE DETAIL SCALE: NTS NATIVE SOIL 'BACKFILL PRE —PACKAGED ANODES WITH NATIVE SOIL 'r,r,r "r„ 'T r„-" T CONNECTOR NECTOR _F—LAPPED LING TAPE SILVER S CONNEC- SECURE WITH #12 AWG H LEAD WIRE BACKFILL COMPOSITION 75% GYPSUM 20% BENTONITE 5% SODIUM SULPHATE 48LB. ANODE SPECS: INGOT WEIGHT: 48 LBS. PKGD WEIGHT: 96 LBS. INGOT DIMENSIONS: 5" X5" X 31" PKGD DIMENSIONS: 8" X 34" IMPORTANT NOTE: REMOVE PLASTIC/PAPER BAG FROM ANODE BEFORE INSTALLING. rI A t-%I/ A i-+r-r% rl A t—%I/r'11 1 CHEMICAL COMPOSITION ELEMENT CONTENT % Al 0.010% Mn 0.50 - 1.30% Cu 0.02% MAX. Ni 0.001 % MAX. Fe 0.03% MAX. OTHER 0.30% MAX. Mg REMAINDER HIGH -POTENTIAL MAGNESIUM ANODE DETAIL SCALE: NTS C-9438-2 Trl!'`r'I C C\A117rr%U TYPE RS 0.01 OHM SHUNT (TYP), 6 AM 1/8" THK COPPE BUS BAR ENGRAVED LABEL (TYP) #16 AWG RHW COUPON (BLUE, #16 AW REFERENCE CABLE (YLW) RAVING (TYP) OR BRASS HARDWARE (TYP) ENGF LAB E JG CONNECTOR (TYP) 1/4" MICARTA OR PHENOLIC PANEL 6" X 7" E8 AWG/HMWPE DRAIN >TRUCTURE LEAD (BLK) 06 AWG RHW COUPON (RED) #8 AWG HMWPE BLK) ANODE CABLE #8 AWG/HMWPE STRUCTURE LEA[ ISOLATED SIDE (� 1 LV 1 V 1 1 %V V I V I %L ""I \V `BLK) TERMINAL BOARD TYPE 1 DETAIL SCALE: NTS SPRING LOCK WASHER PHENOLIC OR MICARTA COPPER BUS BAR E[E�"w -------------------------- NUT (TYP. OF 3) O SHUNT / WASHER COPPER WIRE LUG BOLT TERMINAL BOARD PLAN VIEW SCALE: NTS ' "r7) r-' ^M"'f-% MAVING (TYP) TERMINAL BOARD TYPE 2 DETAIL SCALE: NTS OR BRASS HARDWARE (TYP) NG CONNECTOR (TYP) 1/4" MICARTA OR PHENOLIC PANEL 6" X 7" AWG/HMWPE FRUCTURE LEADS SIDE (BLACK) C-9438-2 0 i� 0 Lo i Ln N 11-1 00 0 EXOTHERMIC WELD NOTES: REMOVE PIPELINE COATING FILE PIPE TO BRIGHT METAL AND DRY ANY MOISTURE WITH A TOWEL. STEP 2 REMOVE SLAG WITH HAMMER STEP 1 STRIP INSULATION FROM WIRE (SEE NOTE NO. 1) HOLD WELDER FIRM' " IN PLACE WHILE MAKING CONNECTIC STEP 4 HANDLE GRAPHITE MOLD WELDED BRACKET STEP 3 STEP 5 MOLD COVER 1. REVIEW AND FOLLOW ALL MANUFACTURER INSTRUCTIONS, INCLUDING SAFETY PRECAUTIONS, CONSUMABLE MATERIAL SELECTION, STRUCTURE TYPE, PIPE DIAMETER, STRUCTURE SHAPE, CONNECTION ORIENTATION, SURFACE PENETRATION, AND CABLE SIZE. 2. ALL CONSUMABLES MUST BE COMPATIBLE WITH AND WHERE SUITABLE, MANUFACTURED BY THE SAME MANUFACTURER AS THE CONNECTION SYSTEM. 3. CHECK ADHERENCE OF THE BOND OF THE SUBSTRATE FOR MECHANICAL INTEGRITY BY PULLING AND APPLYING STEADY TENSION ON THE CABLE WHILE STRIKING THE SIDE OF THE WELD ONCE WITH A 2-POUND HAMMER WITH A SHEARING BLOW. DO NOT STRIKE THE COPPER CONDUCTOR. 4. ANY CONNECTIONS THAT BREAK LOOSE OR SHOW SIGNS OF POOR QUALITY SHALL BE REMOVED AND REPLACED WITH A SOUND CABLE -TO -STRUCTURE CONNECTION. 5. COAT ALL EXPOSED WIRE, COPPER, AND WELD METAL, AND EXPOSED PIPE SURFACE. ILY SPARK GUN O�Y FROM OPERATOR COAT CONNECTION WITH BITUMINOUS COMPOUND STARTING POWDER WELD METAL METAL DISK COPPER WIRE WITH HMWPE INSULATION EXOTHERMIC WELD HORIZONTAL SURFACE CABLE TO PIPE CONNECTIONS (TYPICAL) SCALE: NTS END VIEW 2.0" Specifications: E ­1 � �9RURIEDCA�` r4A DIRECT BURIAL WARNING TAPE SCALE: NTS .511 .1875" 1.5"0�--. 1.25"-*1 1F "Test"Coupon SIDE 12.75" Overall 5.875" Permanent Reference Electrode 1. 30-year design life and infinate shelf life 2. Element is 99.9% pure copper 3. 15 micron Medical Ceramic Sensor 4. Stability: ±5 millivolts with 0.3 microamps load 5. Wire: #16 RHH-RHW Tray Cable 6. Working Temperature Range: 32°F to +176°F (0°C to 80°C) 7. Material Temperature Range: -60°F to +1850F (-51 °C to 85°C) 8. Can be frozen and then returned to working temperature 9. Moisture retention membrane 10. Hydrogen Sulfide Ion Trap 11. Stage One Chloride Ion Trap 12. Stage Two Chloride Ion Trap Yellow - Reference electrode lead wire Blue - IR-Drop lead wire from first coupon Red - IR-Free lead wire from first coupon 1875" ►<,-1.25"-* .E 2 "Test" Coupon Orange Lead - AC: Live lead wire from second coupon Black Lead - Native: Dead lead wire from second coupon nnn)r,aJ STELTH°7Rocket lR-Free Probe ,o DV Iff,� Model SRE-031-CSY Copper -Copper Sulfate MANUFACTURING INC. Not to scale I For instructional use only I Revised: December 1, 2016 Registered Trademark of BORINManufacturing 1 5741 Buckingham Parkway Unit B I Culver City CA 90230 1 (310) 822-1000 1 www.borin.com REFERENCE ELECTRODE WITH COUPON SCALE: NTS C-9438-2 a I Y U Ln I Ln N N 00 0 Ln I Cn TYPE "E" GASKET RETAINER RING: NEMA LI-1 GRADE G-10 GASKET SEAL: NITRILE STEEL WASHER Ilm�ULATING WASHER NEMA LI-1 GRADE G-10 STEEL WASHER INSULATING SLEEVE NEMA LI-1 GRADE G-10 INSULATING WASHER NEMA LI-1 GRADE G-10 ISOLATION FLANGE KIT SCALE: NTS CTPPI \A/AgPf=P ITVP 1 IAI[•+1 11 ATIAIn \A/AC%l lr'rl /T\/P'1 \ UAT%lw■m4lkwrlrm4mlWlm INSULATION FLANGE KIT INSTALLATION SCALE: NTS TYPES OF PAVEMENT REPLACEMENT 1. TRENCH RESURFACING IN PORTLAND CEMENT CONCRETE PAVEMENT SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-13, EXCEPT THAT CONCRETE SHALL BE 8" THICK MINIMUM CLASS 560—C-3250 AND #4 DOWEL, 18" O.C. WITH EPDXY COATING. 2. TRENCH RESURFACING IN ASPHALT CONCRETE PAVEMENT SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-13, EXCEPT THAT: A. ASPHALT CONCRETE SHALL BE PLACED IN LIFTS NOT TO EXCEED 4" THICK. B. APPLY TACK COAT AND FEATHER NEW PAVEMENT AS NECESSARY TO SEAL THE CONTACT JOINT AND ELIMINATE PAVEMENT DEPRESSIONS WITHIN 1' OF THE CONTACT JOINT. *C. COLD PLANE EXISTING PAVEMENT (1" BELOW EXISTING A.C. SECTION). EXACT WIDTH TO BE DETERMINED BY THE FIELD ENGINEER. ** NO PIECES LESS THAN 5' WIDE BETWEEN PATCH AND NEAREST JOINT OR CURB AND GUTTER, REFER TO STD 106—B. EXISTING A.C. EXISTING P.C.C. PAVEMENT** PAVEMENT** CONTACT TRENCH WIDTH 18" MIN 18" MIN JOINT VARIES 6" 6" VARIES* TRENCH WIDTH VARIES* (TYP) (TYF VARIES EXISTING A.C. PAVEMENT** EPDXY COATED #4 DOWEL CONTACT JOINT 12" PIPE O.D. ASPHALT TRENCH RESTORATION 1" EXISTING P.C.C. 1" \ PAVEMENT** / A.C. BASE COURSE SHALL BE 1" THICKER j/� \ THAN EXISTING A.C. SECTION WITHIN TRENCH (95% MIN COMPACTION) PIPE BEDDING AND BACKFILL PER STD 323 OR AS DETERMINED BY THE ENGINEER I PIPE 1 i O.D. 12" CONCRETE TRENCH RESTORATION STREETS/ALLEYS RECENTLY SLURRY SEALED, OVERLAID, OR RECONSTRUCTED SHALL REQUIRE EXTENSIVE PAVEMENT RESTORATION PER STD 106—D. FORMER CITY STANDARD PLAN NUMBER (2004 EDITION): STD 105—L—B APP. r ,` 51568 11/24/2020 CITY ENGINEER RCE DATE I NO. I DATE I DESCRIPTION OF REVISIONS CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS STANDARD DRAWING NO. DRAWN: P. KHARAZMI DATE: 11/5/2020 TRENCH RESURFACING 106-A SHEET 1 OF 1 BOLT STD 106-A - TRENCH RESURFACING SCALE: NTS 10' OR VARIES NOTES: 1. R=25' FOR COMMUTER STREETS AND 35' FOR ARTERIAL STREETS UNLESS OTHERWISE SPECIFIED. 2. CONCRETE SHALL BE 560—C-3250. A/3 3. LANDSCAPE PARKWAY WITH STREET A/3 TREES REQUIRED WHEN DISTANCE A/3 FROM CURB FACE TO PROPERTY LINE EXCEEDS 6IN RESIDENTIAL AREAS. CONCRETE SIDEWALK IN COMMERCIAL 14 AREAS WITH STREET TREES. a R WEAI ENED PLANE d . aJ01NTS nd ° d 10' OR VARIES d ° %" EXPANSION - JOINT MATERIAL (TYP) %" EXPANSION JOINT MATERIAL (TYP) EDGE OF GUTTER TOP OF CURB BACK OF CURB a CURB ACCESS RAMP PER STD 181 CURB RETURN AREA R 10' TYPICAL PARKWAY I 4' MIN SIDEWALK SEE NOTE 3 290 MAX 4" MIN PCC i �\�j�\fir` COMPACTED NATIVE SOIL TYPICAL SECTION WEAKENED PLANE JOINTS 1" SAWED, QUICK —JOINT OR EQUAL PLANTING OR CONCRETE WALK WEAKENED PLANE JOINTS & EXPANSION JOINTS FORMER CITY STANDARD PLAN NUMBER (2004 EDITION): STD 180—L APP. Pt ?(Vri 51568 11/24/2020 CITY ENGINEER RCE DATE NO. I DATE I DESCRIPTION OF REVISIONS CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS STANDARD DRAWING NO. DRAWN: P. KHARAZMI DATE: 11/3/2020 SIDEWALK DETAIL 180 SHEET 1 OF 1 STD 180 - SIDEWALK DETAIL SCALE: NTS C-9438-2 GENERAL NOTES Oki ABBREVIATIONS (IN ADDITION TO GREENBOOK SECTION 1-3.2) APN ASSESSOR'S PARCEL NUMBER APPROX. APPROXIMATE AWG AMERICAN WIRE GAUGE AVE AVENUE BLVD BOULEVARD BOM BILL OF MATERIALS CNL CANNOT LOCATE CP CATHODIC PROTECTION CULV CULVERT DIET DETAIL DIA DIAMETER DIST DISTRIBUTION DWY DRIVEWAY E EAST EASE EASEMENT ELEV ELEVATION FH FIRE HYDRANT FIG FIGURE FLG FLANGE FWY FREEWAY GACP GALVANIC ANODE CATHODIC PROTECTION HMWPE HIGH MOLECULAR WEIGHT POLYETHYLNE HWY HIGHWAY IFK INSULATING FLANGE KIT LN LANE LOC LOCATION MAX MAXIMUM MH MANHOLE MIN MINIMUM MISC MISCELLANEOUS N NORTH NACE NATIONAL ASSOCIATION OF CORROSION ENGINEERS CALL TOLL FREE 1- H00- 227- 2600 BEFORE YOU DIG NTS OCSD P PKWY QTY RD REV RTE R/W S SHT SPEC ST STA STL TCP TEMP TYP UG USA V W WV WI W/O NOT TO SCALE ORANGE COUNTY SANITATION DISTRICT PIPELINE PARKWAY QUANTITY ROAD REVISION ROUTE RIGHT OF WAY SOUTH SHEET SPECIFICATION STREET STATION STEEL TRAFFIC CONTROL PLAN TEMPORARY TYPICAL UNDERGROUND UNDERGROUND SERVICE ALERT VALVE WATER WATER VALVE WITH WITHOUT hex \ZjFOR�% F!UBLIC WORKS DEPARTMENT CATHODIC PROTECTION UPGRADES PROJECT 18" EAST COAST HIGHWAY WATER MAIN APPROVED: APPROVED: EXHIBIT CONTRACT NO. C-9483-2 PROJECT NO. 24W1 1 DAVID A. WEBB, PUBLIC WORKS DIRECTOR JIM HOULIHAN, P.E., DEPUTY PWD / CITY ENGINEER LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE DATE: DATE: 1, ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2015 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3_ ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS, UNLESS NOTED OTHERWISE. 4. P.C.C. SHALL BE CLASS 560—C-3250 UNLESS NOTED OTHERWISE. 5• CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VAULTS, WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE PER CITY STANDARDS. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 6. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 7. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. FAILURE TO DO SO WILL PLACE RESPONSIBILITY OF THE CONTRACTOR FOR CORRECTION. 8. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE —VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. 9. THE UTILITY LOCATIONS ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE USED FOR REFERENCE ONLY. UTILITY LOCATIONS AND ALL OTHER SUBSTRUCTURES SHALL BE FIELD VERIFIED BY DELINEATING THE WORK AREA AND CALLING THE APPROPRIATE UNDERGROUND SERVICE ALERT (USA) 811, A MINIMUM OF 48 HOURS IN ADVANCE AND CLEARED PRIOR TO THE BEGINNING OF ANY CONSTRUCTION WORK. 10. ALL CONCRETE SIDEWALKS OR CURBS TO BE REPLACED SHALL BE SAWCUT TO THE NEAREST TRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL JOINT OR WEAKENED PLANE JOINT AND REPLACED IN CONFORMANCE WITH THE APPLICABLE PROVISIONS OF THE CITY OF NEWPORT BEACH. EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS. 11. ALL P.C.0 AND A.C. PAVEMENT REMOVALS SHALL BE OUTLINE TO NECESSARY WORKING LIMITS AND SAWCUT PRIOR TO THE REMOVAL. ALL DEBRIS CREATED BY THE REMOVAL OPERATIONS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL. BE DISPOSED OF AWAY FROM THE JOB SITE IN A MANNER AND AT A LOCATION ACCEPTABLE TO THE CITY OF NEWPORT BEACH. 12- ALL EXCAVATIONS SHALL BE IN ACCORDANCE WITH TITLE EIGHT (8) OF THE CALIFORNIA CODE OF REGULATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REQUIRED CALOSHA PERMIT FOR EXCAVATIONS OR TRENCHES FIVE (5) FEET IN DEPTH OF GREATER. TRENCH LIMITATIONS WILL BE GOVERNED BY THE CITY OF NEWPORT BEACH OR THE PERMITTING AGENCY. 13. THE CONTRACTOR SHALL MAINTAIN THE WORK AREA IN A NEAT, SAFE, CLEAN AND SANITARY CONDITION AT ALL TIMES AND TO THE SATISFACTION OF THE CITY OF NEWPORT BEACH. STREETS SHALL BE KEPT CLEAN OF DEBRIS, WITH DUST AND NUISANCE BEING CONTROLLED AT ALL TIMES. LOOSE EXCAVATED MATERIAL SHALL NOT BE PLACED OR STORED IN WATERWAYS. ALL EXCESS EXCAVATED SOIL AND MATERIALS SHALL BE REMOVED AND DISPOSED OF IN A PROPER AND LEGAL MANNER BY THE CONTRACTOR. 14. AT THE END OF EACH WORKING DAY AND AT THE TIMES WHEN CONSTRUCTION OPERATIONS ARE SUSPENDED FOR ANY REASON, THE CONTRACTOR SHALL REMOVE ALL EQUIPMENT, VEHICLES, MATERIAL, TRAFFIC CONTROL DEVICES, STOCKPILE OR ANY OTHER FORM OF OBSTRUCTION FROM THE RIGHT—OF—WAY. 15. ALL LANDSCAPING AND GRASS AREAS SHALL BE RESTORED TO ITS ORIGINAL PER THE PROJECT SPECIFICATIONS AND REPAIRED TO THE SATISFACTION OF THE CITY OF NEWPORT BEACH OR TO THE REGULATORY AGENCY HAVING JURISDICTION. 16. THE CONTRACTOR SHALL RESTORE ALL EXISTING SURFACE IMPROVEMENTS (INCLUDING BUT NOT LIMITED TO: HARDSCAPE, A.C., P.C.C., BRICK, ETC.) TO ITS ORIGINAL CONDITION TO THE SATISFACTION OF THE OWNER AND TO THE REGULATORY AGENCY HAVING JURISDICTION. 17. ALL NEW CATHODIC PROTECTION EQUIPMENT INSTALLATIONS TO BE FIELD LOCATED TO MINIMIZE IMPACT TO THE EXISTING SURFACE CONDITIONS AND AVOID CONFLICT WITH EXISTING UTILITIES OR SUBSTRUCTURES. LOCATIONS SHOWN ON THESE PLANS TO BE USED AS REFERENCE AND ARE APPROXIMATE. EMERGENCY TELEPHONE NUMBERS EXISTING CP TEST STATION DAY SOUTHERN CALIFORNIA GAS COMPANY (800) 427-2200 SOUTHERN CALIFORNIA EDISON COMPANY (800) 611-1911 PROPOSED CP TEST STATION AT&T TELEPHONE COMPANY (800) 332-1321 CITY OF NEWPORT BEACH UTILITIES DEPARTMENT (949) 644-3011 ORANGE COUNTY SANITATION DISTRICT (714) 962-2411 NGE H EXISTING FLANGE MESA WATER DISTRICT (949) 631-1200 SPECTRUM (833) 949-0036 COX COMMUNICATIONS (844) 780-6054 PROPOSED VERTICAL ANODES CROWN CASTLE (888) 632--0931 MCI VERIZON BUSINESS (844) 780-6054 cm PROPOSED REFERENCE PROBE APPROVED: SARVJIT SINGH, ENGINEERING MANAGER DATE: 8--12-25 NIGHT (949) 644-3717 APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: MARK VUKOJEVIC, P.E. ICHA SINACORI, P.E. DIRECTOR ASSISTANT CITY ENGINEER UTiUTIESDEPARTMENT DATE: '20Q- 7-T DATE: SHEET INDEX SHEET NO. DESCRIPTION 01 TITLE SHEET CATHODIC PROTECTION 02 NOTES, LEGEND & ABBREVIATIONS 03 OVERALL CATHODIC PROTECTION SITE PLAN 04 CATHODIC PROTECTION LAYOUT 1 05 CATHODIC PROTECTION LAYOUT Il 06 CATHODIC PROTECTION LAYOUT III 07 CATHODIC PROTECTION LAYOUT IV 08 CATHODIC PROTECTION LAYOUT V 09 CATHODIC PROTECTION DETAILS I 10 CATHODIC PROTECTION DETAILS 11 11 CATHODIC PROTECTION DETAILS III 12 CATHODIC PROTECTION DETAILS IV 18" EAST COAST HIGHWAY WATER MAIN GENERAL NOTES, VICINITY MAP, LOCATION MAP CITY OF NEWPORT BEACH W-5419-S PUBLIC WORKS DEPARTMENT SHEET 01 OF 12 CONSTRUCTION PHASES: EACH PHASE OF THE GALVANIC CATHODIC PROTECTION SYSTEM INSTALLATION CAN BE PERFORMED INDEPENDENTLY OR CONCURRENTLY. 1. INSTALL TEN (10) ANODE GROUNDBEDS. 2. INSTALL TEN (10) NEW PIPELINE CONNECTIONS. 3. INSTALL ONE (1) NEW INSULATING FLANGE KIT. 4. INSTALL FOUR (4) NEW TEST STATIONS. 5. INSTALL FIVE (5) COPPER -COPPER SULFATE REFERENCE PROBES. 6. INSTALL FIVE (5) TEST STATION TERMINAL BOARDS. 7. TRENCH AND ROUTE ANODE CABLES TO TEST STATIONS. 8. SURFACE RESTORATION OF ALL EXCAVATIONS/TRENCHES PER CITY OF NEWPORT BEACH STANDARD RESTORATION DETAILS. ADDITIONAL NOTES: 1. TRENCHING AND EXCAVATION NOTES: a. THE UTILITY LOCATIONS ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE USED FOR REFERENCE ONLY. UTILITY LOCATIONS AND ALL OTHER SUBSTRUCTURES SHALL BE FIELD VERIFIED. b. DELINEATE WORK AREA AND CALL THE APPROPRIATE UNDERGROUND SERVICE ALERT (USA) 811, 48 HOURS (NOT INCLUDING INITIAL DAY) PRIOR TO START OF WORK. c. TRENCH LIMITATIONS WILL BE GOVERNED BY THE PERMITTING AGENCY. d. NOTIFY THE LOCAL DISTRICT CONTACT AND THE REGION'S ENVIRONMENT SPECIALIST IF CONTAMINATED SOIL IS ENCOUNTERED OR SUSPECTED. e. ALL EXCAVATIONS SHALL BE IN ACCORDANCE WITH TITLE EIGHT (8) OF THE CALIFORNIA CODE OF REGULATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REQUIRED CALOSHA PERMIT FOR EXCAVATIONS OR TRENCHES FIVE (5) FEET IN DEPTH OR GREATER. 2. ANODE CABLES ARE TO BE INSTALLED AND SECURED WITHOUT DAMAGE TO THE INSULATION. 3. LOOSE EXCAVATED MATERIAL SHALL NOT BE PLACED OR STORED IN WATERWAYS. ALL EXCESS EXCAVATED SOIL AND MATERIALS SHALL BE REMOVED AND DISPOSED OF IN A PROPER AND LEGAL MANNER BY THE CONTRACTOR. ALL DISTURBED SURFACE AREAS SHALL BE SHAPED TO FACILITATE DRAINAGE AND AVOID PONDING AND RESTORED TO NEAR NATURAL OR PRE -CONSTRUCTION CONDITIONS. 4. INFORMATION ON EXISTING UTILITIES AND OTHER SUBSTRUCTURES SHALL BE OBTAINED FROM THE APPROPRIATE AGENCIES. ALL CONSTRUCTION SHALL BE DONE A MINIMUM 48 HOURS AFTER USA DIG CALL ALERTS HAVE BEEN MADE AND USA DIG HAS CLEARED THE AREA. 5. ADEQUATE SAFETY MEASURES SHALL BE MAINTAINED BY THE PROPER SCHEDULING OF PROPOSED INSTALLATIONS, IN ACCORDANCE WITH SECURED OR PROVIDED PERMITS. 6. ALL CONSTRUCTION SHALL CONFORM TO NACE STANDARDS AND PROJECT SPECIFICATIONS, AND SHALL BE AS PER APPROVED DRAWINGS. ALL THE PROPER PERMITS AS REQUIRED BY THE COUNTY MUST BE MET BEFORE BEGINNING THE FIELD INSTALLATION. ANODE INSTALLATION INSTRUCTIONS: 1. ANODE CABLES SHALL BE #12 AWG SINGLE CONDUCTOR STRANDED COPPER WITH HMWPE INSULATION. 2. ANODE HEADER CABLES SHALL BE #8 AWG SINGLE CONDUCTOR STRANDED COPPER WITH HMWPE INSULATION. 3. HIGH POTENTIAL MAGNESIUM ANODES SHALL BE USED. 4. THE ANODE GROUNDBED SHALL BE LOCATED BASED ON FIELD CONDITIONS. ANODES SHALL NOT BE CARRIED BY MEANS OF ANODE LEAD WIRES. DAMAGED ANODES SHALL BE REPLACED BY THE CONTRACTOR AT THEIR SOLE EXPENSE. ANODE SPACING SHALL BE AS SHOWN ON THE DRAWINGS. 5. UNDER NO CIRCUMSTANCES SHOULD THE ANODE LEAD WIRES BE CLAMPED OR PINCHED DURING LOWERING. CONSTRUCTION NOTES: OINSTALL TWO (2) NEW DISTRIBUTED VERTICAL ANODE GROUNDBEDS - SEE DETAIL 1 ON SHEET 09 O2 INSTALL NEW TERMINAL BOARD IN NEW OR EXISTING TEST STATION - SEE DETAILS 1 & 3 ON SHEET 10 OINSTALL NEW TERMINAL BOARD IN NEW OR EXISTING TEST STATION - SEE DETAILS 2 & 3 ON SHEET 10 4 REPLACE/INSTALL ISOLATION FLANGE KIT - SEE DETAILS 1 & 2 ON SHEET 12 OINSTALL NEW TEST STATION - SEE DETAIL 4 ON SHEET 09 6 SURFACE RESTORATION PER STD STD 106-A TRENCH RESURFACING - SEE DETAIL 3 ON SHEET 12 OINSTALL NEW REFERENCE PROBE - SEE DETAIL 1 ON SHEET 09 8 SIDEWALK RESTORATION PER STD 180 - SEE DETAIL 4 ON SHEET 12 GALVANIC ANODE CATHODIC PROTECTION TEST STATION SCHEDULE TEST STATION # STATION LOCATION AS -BUILT PIPE MATERIAL DIA (INCHES) QUANTITY OF REMARKS ANODES MARGUERITTE AVE E/O INSTALL INSULATING FLANGE KIT, NEW TEST TS #1 0+86.86 W_5109_S MLCCSP 18 12 STATION, AND TWO (2) DISTRIBUTED VERTICAL BAYSIDE DR ANODE GROUNDBEDS TS #2 30+67 POPPY AVE S/O EAST W_5219 S DIP 18 12 INSTALL NEW TEST STATION AND TWO (2) COAST HWY — DISTRIBUTED VERTICAL ANODE GROUNDBEDS EAST COAST HWY SE/O INSTALL NEW TERMINAL BOARD IN EXISTING TEST TS #3 10+00 W_5109_S MLCCSP 18 12 STATION AND TWO (2) DISTRIBUTED VERTICAL SEAWARD RD ANODE GROUNDBEDS TS #4 24+80 EAST COAST HWY N/O W_5109 S MLCCSP 18 12 INSTALL NEW TEST STATION AND TWO (2) HAMPDEN RD — DISTRIBUTED VERTICAL ANODE GROUNDBEDS TS #5 33+50 EAST COAST HWY S/O W_5109 S MLCCSP 18 12 INSTALL NEW TEST STATION AND TWO (2) 4721 CORTLAND DR — DISTRIBUTED VERTICAL ANODE GROUNDBEDS C-9438-2 Q) C i T Y IN U 00 Ln i Ln N N 00 0 —{ ip - R �k SEE SHEET 4 1` f %6 ■ r ' TS# 1 PA #_ — .- ML �'k • 4 : + r rp f i F * x rdr f144. 7 L +r 1 IN op i f r * �b SEE SHEET 5 r TS# 2 3 4A\ f 1. PIPELINE ROUTING SHOWN IS APPROXIMATE ONLY. 18" MLCCSP WATER PIPELINE ii b - '44 SITE PLAN - EXHIBIT I PIPELINE SCALE: NTS TS# 4 rwft— r SEE SHEET 8 LEGEND (CATHODIC PROTECTION EXISTING PIPELINE U EXISTING CP TEST STATION ❑� PROPOSED CP TEST STATION C-9438-2 LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE PROPOSED CP TEST STATION EXISTING FLANGE PROPOSED VERTICAL ANODES C PROPOSED REFERENCE PROBE CONSTRUCTION NOTES: OINSTALL TWO (2) NEW DISTRIBUTED VERTICAL ANODE GROUNDBEDS - SEE DETAIL 1 ON SHEET 09 OINSTALL NEW TERMINAL BOARD IN NEW OR EXISTING TEST STATION - SEE DETAILS 2 & 3 ON SHEET 10 4 REPLACE/INSTALL ISOLATION FLANGE KIT - SEE DETAILS 1 & 2 ON SHEET 12 OINSTALL NEW TEST STATION - SEE DETAIL 4 ON SHEET 09 OSURFACE RESTORATION PER STD STD 106-A TRENCH RESURFACING - SEE DETAIL 3 ON SHEET 12 7 INSTALL NEW REFERENCE PROBE - SEE DETAIL 1 ON SHEET 09 NOTES: e�ysi 0 FOB 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. I , , , , , , r i , , t i , , , 41 , , , , , , , , , , , , , , , , , , , , I � I I I I I I I I I I I i IIII=IIIW'MIIII & d-_ h'w Ar CATHODIC PROTECTION LAYOUT I SCALE: NTS 18" MLCCSP WATER PIPELINE 'o '001%. . Ilk! C-9438-2 LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE PROPOSED CP TEST STATION PROPOSED VERTICAL ANODES C=D PROPOSED REFERENCE PROBE CONSTRUCTION NOTES: OINSTALL TWO (2) NEW DISTRIBUTED VERTICAL ANODE GROUNDBEDS - SEE DETAIL 1 ON SHEET 09 O2 INSTALL NEW TERMINAL BOARD IN NEW OR EXISTING TEST STATION - SEE DETAILS 1 & 3 ON SHEET 10 OINSTALL NEW TEST STATION - SEE DETAIL 4 ON SHEET 09 OSURFACE RESTORATION PER STD STD 106-A TRENCH RESURFACING - SEE DETAIL 3 ON SHEET 12 7 INSTALL NEW REFERENCE PROBE - SEE DETAIL 1 ON SHEET 09 OSIDEWALK RESTORATION PER STD 180 - SEE DETAIL 4 ON SHEET 12 NOTES: I a &E-m ma , , \ , \ , , , , , , . a,.%%. 0411� w ��;cu lw 18" DIP WATER PIPELINE , pr IL I I I I � 1t _ L I TSB# 2 ' ■ s 30+67 14L `, , I r ` I I � I I •� I + 4 I � I I mop Lm `-----------------------------16 Q � � O Q 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. A y *00 CATHODIC PROTECTION LAYOUT II SCALE: NTS co q ST y/cy�'G qY 18" MLCCSP WATER PIPELINE i IV 0 f -mml--w I A* F E I C-9438-2 18" MLCCSP WATER PIPELINE ■ LEGEND (CATHODIC PROTECTION): 0 L-!-7 EXISTING PIPELINE EXISTING CP TEST STATION PROPOSED VERTICAL ANODES PROPOSED REFERENCE PROBE CONSTRUCTION NOTES: 1 INSTALL TWO (2) NEW DISTRIBUTED VERTICAL ANODE GROUNDBEDS - SEE DETAIL 1 ON SHEET 09 INSTALL NEW TERMINAL BOARD IN NEW OR EXISTING ' O TEST STATION - SEE DETAILS 1 & 3 ON SHEET 10ap ' SURFACE RESTORATION PER STD STD 106-A pp TRENCH RESURFACING - SEE DETAIL 3 ON SHEET 12 OINSTALL NEW REFERENCE PROBE - SEE DETAIL 1 ON SHEET 09 1 � - ' 0 i - TS# 3 70 - 10+00 ■■ aL (-1---) CATHODIC PROTECTION LAYOUT III NOTES: �06 SCALE: NTS 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. C-9438-2 0 ON U 00 Ln I Ln N N 00 O / / / / 166 / 18" MLCCSP WATER PIPELINE LEGEND (CATHODIC PROTECTION): L-n] EXISTING PIPELINE PROPOSED CP TEST STATION PROPOSED VERTICAL ANODES PROPOSED REFERENCE PROBE CONSTRUCTION NOTES: OINSTALL TWO (2) NEW DISTRIBUTED VERTICAL ANODE GROUNDBEDS - SEE DETAIL 1 ON SHEET 09 O2 INSTALL NEW TERMINAL BOARD IN NEW OR EXISTING TEST STATION - SEE DETAILS 1 & 3 ON SHEET 10 DINSTALL NEW TEST STATION - SEE DETAIL 4 ON SHEET09 OSURFACE RESTORATION PER STD STD 106-A TRENCH RESURFACING - SEE DETAIL 3 ON SHEET 12 OINSTALL NEW REFERENCE PROBE - SEE DETAIL 1 ON SHEET 09 i � 1 Np. .t-h L :It W-,- %w NOTES: STco -�V , 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. mmmmm!% 67 &0%� %mpmd� CATHODIC PROTECTION LAYOUT IV SCALE: NTS C-9438-2 LEGEND (CATHODIC PROTECTION EXISTING PIPELINE PROPOSED CP TEST STATION PROPOSED VERTICAL ANODES C PROPOSED REFERENCE PROBE CONSTRUCTION NOTES: OINSTALL TWO (2) NEW DISTRIBUTED VERTICAL ANODE GROUNDBEDS - SEE DETAIL 1 ON SHEET 09 OINSTALL NEW TERMINAL BOARD IN NEW OR EXISTING TEST STATION - SEE DETAILS 1 & 3 ON SHEET 10 OINSTALL NEW TEST STATION - SEE DETAIL 4 ON SHEET 09 6 SURFACE RESTORATION PER STD STD 106-A TRENCH RESURFACING - SEE DETAIL 3 ON SHEET 12 OINSTALL NEW REFERENCE PROBE - SEE DETAIL 1 ON SHEET 09 T 18" MLCCSP WATER PIPELINE _a i —=--------------- ti is � F � OL y TS# 5 O* r f 33+50 -------- ---------------------J----- NOTES: 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. 3. PIPELINE WAS ABANDONED 150' SOUTHEAST OF CAMEO SHORES ROAD ON EAST COAST HIGHWAY. NO ELECTRICAL ISOLATION NEEDED AT TS#5. \� (TYP) 14 r fAo Aor 7 � TS# 5 33+50 CATHODIC PROTECTION LAYO SCALE: NTS %' L C-9438-2 NOTES: SPLICE TO #8 AWG ANODE HEADER - BURIED WARNING TAPE 1. LOCATE ANODE GROUNDBED APPROXIMATELY 5' AWAY CABLE (TYP.) \ SEE DETAIL � CONDITIONS AS NECESSARY RESTORE TO EXISTING SURFACE FROM THE TEST STATION AND A MINIMUM OF 20' AWAY FROM SEE DETAIL 09 � 11 ANY ADJACENT ANODE GROUNDBEDS. GRADE TEST77 •4 d 4 •d • •" •4° d 91, •� a� 4 d • • � d �• �� � 6- STATION 4811 5' 34" (TYP.) 3' (TYP.) 10" MIN (TYP) NATIVE SOIL- 48# HIGH -POTENTIAL MAGNESIUM REFERENCE ELECTRODE BACKFILL PRE -PACKAGED ANODES ANODE (TYP.) 3 WITH COUPON 3 WITH NATIVE SOIL SEE DETAIL 09 SEE DETAIL 11 (_l_ ANODE GROUNDBED DETAIL 09 SCALE: NTS SILVER S CONNEC- SECURE WIT[ #12 AWG H LEAD WIRE BACKFILL COMPOSITION 75% GYPSUM 20% BENTONITE 5% SODIUM SULPHATE 48LB. ANODE SPECS: INGOT WEIGHT: 48 LBS. PKGD WEIGHT: 96 LBS. INGOT DIMENSIONS: 5" X5" X 31" PKGD DIMENSIONS: 8" X 34" IMPORTANT NOTE: REMOVE PLASTIC/PAPER BAG FROM ANODE BEFORE INSTALLING. ACKAGED BACKFILL =SIUM ALLOY INGOT ,NIZED STEEL CORE CLOTH BAG CHEMICAL COMPOSITION ELEMENT CONTENT % Al 0.010% Mn 0.50 - 1.30% Cu 0.02% MAX. Ni 0.001 % MAX. Fe 0.03% MAX. OTHER 0.30% MAX. Mg REMAINDER HIGH -POTENTIAL MAGNESIUM ANODE DETAIL SCALE: NTS TERMINAL BOARD ,,--\ >- \\ \ V x \ \�� PIPE TEST CABLES (2) #10 AWG/THW (RED) EXOTHERMICALLY WELDED �� (ONLY FOR TS#1) NOTE: OTHER CP EQUIPMENT NOT SHOWN FOR CLARITY ANODE HEADER CABLE #8 AWG HI n�nnrn c+ni 1T 3ULT CONNECTOR CONNECTOR 2 LAYERS OF HALF -LAPPED PVC TAPE CABLE SPLICE DETAIL SCALE: NTS TRAFFIC RATED G05 FLUSH BOX OR EQUIVALENT WITH CAST IRON LID LABELED "CP TEST" 24" X 24" X 6" CONCRETE PAD UNPROTECTED PIPE TEST/CASING CABLES (2) #8 AWG/HMWPE (BLK) EXOTHERMICALLY WELDED ONLY INSTALLED WHEN INSULATING FLANGE OR CASING EXISTS ISOLATION FLANGE (WHERE INSTALLED PER PLANS) WATERLINE OR CASING PROPOSED TEST STATION INSTALLATION DETAIL SCALE: NTS DYERS HALF -LAPPED SBER SPLICING TAPE C-9438-2 TYPE RS 0.01 OHM SHUNT (TYP), 6 AMPc_ 1/8" THK COPPEF BUS BAR ENGRAVED LABEL (TYP) TOGGLE SWITCH #16 AWG R COUPON([ #16 r_%v V V 1 \1 I V V REFERNCE CABLE (YLW) COPPER BUS BAR SHUNT I A I"7r1 ,-%M rpI,-%M AI rING (TYP) BRASS HARDWARE (TYP) CONNECTOR (TYP) 1/4" MICARTA OR PHENOLIC PANEL 6"X7" �10 AWG THW DRAIN STRUCTURE LEAD (RED) #16 AWG RHW COUPON (RED) #8 AWG HMWPE ANODE HEADER CABLE (BLK) %_w 1 1 .\., .., 1 V 1 %" "Ll %V `1 %"V' TERMINAL BOARD TYPE 1 DETAIL SCALE: NTS WASHER SPRING LOCK WASHER PHENOLIC OR MICARTA ------NUT (TYP. OF 3) COPPER WIRE LUG `BOLT TERMINAL BOARD PLAN VIEW SCALE: NTS TYPE RS 0.01 OHM SHUNT (TYP), 6 AM 1/8" THK COPP[ BUS BAR ENGRAVE[ LABEL (TYI TOGGLE SWITC #8 AWG HMWPE STRUCTURE LEADS ISOLATED SIDE/CASIN( i Anr1 /-%n rnI/'%nAX/ING (TYP) COUPON (BLUE) REFERNCE CABLE (YLW) TERMINAL BOARD TYPE 2 DETAIL SCALE: NTS BRASS HARDWARE (TYP) CONNECTOR (TYP) 1/4" MICARTA OR PHENOLIC PANEL 6" X 7" #10 AWG THW DRAIN STRUCTURE LEAD (RED) #16 AWG RHW COUPON (RED) #8 AWG HMWPE ANODE HEADER CABLE (BLK) ;ED) C-9438-2 0 C i T Y IN Ln Ln N N 00 0 EXOTHERMIC WELD NOTES: REMOVE PIPELINE COATING FILE PIPE TO BRIGHT METAL AND DRY ANY MOISTURE WITH A TOWEL. STEP 2 REMOVE SLAG WITH HAMMER STEP 1 STRIP INSULATION FROM WIRE (SEE NOTE NO. 1) HOLD WELDER FIRM' " IN PLACE WHILE MAKING CONNECTIO STEP 4 HANDLE GRAPHITE MOLD WELDED BRACKET 3" TO 4" STEP 3 STEP 5 MOLD COVER 1. REVIEW AND FOLLOW ALL MANUFACTURER INSTRUCTIONS, INCLUDING SAFETY PRECAUTIONS, CONSUMABLE MATERIAL SELECTION, STRUCTURE TYPE, PIPE DIAMETER, STRUCTURE SHAPE, CONNECTION ORIENTATION, SURFACE PENETRATION, AND CABLE SIZE. 2. ALL CONSUMABLES MUST BE COMPATIBLE WITH AND WHERE SUITABLE, MANUFACTURED BY THE SAME MANUFACTURER AS THE CONNECTION SYSTEM. 3. CHECK ADHERENCE OF THE BOND OF THE SUBSTRATE FOR MECHANICAL INTEGRITY BY PULLING AND APPLYING STEADY TENSION ON THE CABLE WHILE STRIKING THE SIDE OF THE WELD ONCE WITH A 2-POUND HAMMER WITH A SHEARING BLOW. DO NOT STRIKE THE COPPER CONDUCTOR. 4. ANY CONNECTIONS THAT BREAK LOOSE OR SHOW SIGNS OF POOR QUALITY SHALL BE REMOVED AND REPLACED 'LY SPARK GUN WITH A SOUND CABLE -TO -STRUCTURE CONNECTION. i\Y FROM OPERATOR 5. COAT ALL EXPOSED WIRE, COPPER, AND WELD METAL, AND EXPOSED PIPE SURFACE. COAT CONNECTION WITH BITUMINOUS COMPOUND STARTING POWDER WELD METAL METAL DISK COPPER WIRE WITH HMWPE INSULATION EXOTHERMIC WELD HORIZONTAL SURFACE CABLE TO PIPE CONNECTIONS (TYPICAL) SCALE: NTS END VIEW 2.0" 1.5" Specifications: F N14 ; r 011010 ra 1 0 7,W DIRECT BURIAL WARNING TAPE SCALE: NTS SIDE Yellow - Reference electrode lead wire Blue - IR-Drop lead wire from first coupon Red - IR-Free lead wire from first coupon 12.75" Overall .511 .1875" .1875" I-( 5.875" �1.25"-* 2 "Test"Coupon Permanent Reference Electrode 1. 30-year design life and infinate shelf life 2. Element is 99.9% pure copper 3. 15 micron Medical Ceramic Sensor 4. Stability: ±5 millivolts with 0.3 microamps load 5. Wire: #16 RHH-RHW Tray Cable 6. Working Temperature Range: 32°F to +176°F (0°C to 80°C) 7. Material Temperature Range: -60°F to +1850F (-51 °C to 85°C) 8. Can be frozen and then returned to working temperature 9. Moisture retention membrane 10. Hydrogen Sulfide Ion Trap 11. Stage One Chloride Ion Trap 12. Stage Two Chloride Ion Trap "Test" Coupon Orange Lead - AC: Live lead wire from second coupon Black Lead - Native: Dead lead wire from second coupon OAS ►J® STELTHI 7 Rocket IR-Free Probe \� Model SRE-031-CSY Copper -Copper Sulfate DV�11�. MANUFACTURING. INC Not to scale � For instructional use only � Revised: December 1, 2016 o Registered Trademark of BORINManufacturing 1 5741 Buckingham Parkway Unit B I Culver City CA 90230 1 (310) 822-1000 1 www.borin.com REFERENCE ELECTRODE WITH COUPON SCALE: NTS C-9438-2 Y E 0 00 Ln Ln N N 00 0 i C Cn STEEL WASHER TYPE "E" GASKET RETAINER RING: NEMA LI-1 GRADE G-10 GASKET SEAL: NITRILE STEEL WASHER lim�ULATING WASHER NEMA LI-1 GRADE G-10 INSULATING SLEEVE NEMA LI-1 GRADE G-10 INSULATING WASHER NEMA LI-1 GRADE G-10 ISOLATION FLANGE KIT SCALE: NTS CTDDI \A/A(ZWr—:D [TVD \ IKIt�i 11 ArIKi,r'% IAIAr%I irr-% irXir% X BOLT F—LMIVVC INSULATION FLANGE KIT INSTALLATION SCALE: NTS TYPES OF PAVEMENT REPLACEMENT 1. TRENCH RESURFACING IN PORTLAND CEMENT CONCRETE PAVEMENT SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-13, EXCEPT THAT CONCRETE SHALL BE 8" THICK MINIMUM CLASS 560—C-3250 AND #4 DOWEL, 18" O.C. WITH EPDXY COATING. 2. TRENCH RESURFACING IN ASPHALT CONCRETE PAVEMENT SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-13, EXCEPT THAT: A. ASPHALT CONCRETE SHALL BE PLACED IN LIFTS NOT TO EXCEED 4" THICK. B. APPLY TACK COAT AND FEATHER NEW PAVEMENT AS NECESSARY TO SEAL THE CONTACT JOINT AND ELIMINATE PAVEMENT DEPRESSIONS WITHIN 1' OF THE CONTACT JOINT. *C. COLD PLANE EXISTING PAVEMENT (1" BELOW EXISTING A.C. SECTION). EXACT WIDTH TO BE DETERMINED BY THE FIELD ENGINEER. ** NO PIECES LESS THAN 5' WIDE BETWEEN PATCH AND NEAREST JOINT OR CURB AND GUTTER, REFER TO STD 106—B. CONTACT JOINT EXISTING A.C. PAVEMENT** 18" MIN 18" MIN VARIES* TRENCH WIDTH VARIES* VARIES 12" UO.D. PIPE ASPHALT TRENCH RESTORATION CONTACT TRENCH WIDTH JOINT VARIES EXISTING A.C. PAVEMENT** EPDXY COATED #4 DOWEL 1" J EXISTING P.C.C. J PAVEMENT** A.C. BASE COURSE SHALL BE 1" THICKER THAN EXISTING A.C. SECTION WITHIN TRENCH (95% MIN COMPACTION) PIPE BEDDING AND BACKFILL PER STD 323 OR AS DETERMINED BY THE ENGINEER EXISTING P.C.C. PAVEMENT** 6" 1 6" 8, MIN �\ ,< ... CONCRETE TRENCH RESTORATION STREETS/ALLEYS RECENTLY SLURRY SEALED, OVERLAID, OR RECONSTRUCTED SHALL REQUIRE EXTENSIVE PAVEMENT RESTORATION PER STD 106—D. FORMER CITY STANDARD PLAN NUMBER (2004 EDITION): STD 105—L—B APP. r ,` 51568 11/24/2020 CITY ENGINEER RCE DATE NO. DATE I DESCRIPTION OF REVISIONS CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS STANDARD DRAWING NO. DRAWN: P. KHARAZMI TRENCH RESURFACING 106-A DATE: 11/5/2020 SHEET 1 OF 1 STD 106-A - TRENCH RESURFACING SCALE: NTS 1. R=25' FOR COMMUTER STREETS AND 35' FOR ARTERIAL STREETS UNLESS OTHERWISE SPECIFIED. 10' OR VARIES Y8" EXPANSION ' a JOINT MATERIAL ° (TYP) ° a 2. CONCRETE SHALL BE 560—C-3250. a3 3. LANDSCAPE PARKWAY WITH STREET A/3 a° TREES REQUIRED WHEN DISTANCE A/3 R / e FROM CURB FACE TO PROPERTY LINE ° EXCEEDS 6' IN RESIDENTIAL AREAS. CONCRETE SIDEWALK IN COMMERCIAL a. AREAS WITH STREET TREES. a WEAIENED -!` IPLAN@d d JOINTS °d 4 4 d a.. d 10' OR VARIES m %" EXPANSION JOINT MATERIAL (TYP) EDGE OF GUTTER TOP OF CURB BACK OF CURB ° CURB ACCESS RAMP PER STD 181 a CURB RETURN AREA R 10' TYPICAL PARKWAY j� 4' MIN SIDEWALK SEE NOTE 3 2% MAX i 4" MIN PCC COMPACTED NATIVE SOIL TYPICAL SECTION WEAKENED PLANE JOINTS 1" SAWED, QUICK —JOINT OR EQUAL —8'—�-8'—�-8'—�-8,— WEAKENED PLANE JOINTS & EXPANSION JOINTS PLANTING OR CONCRETE WALK FORMER CITY STANDARD PLAN NUMBER (2004 EDITION): STD 180—L APP. Y 'l 51568 11/24/2020 CITY ENGINEER RCE DATE LLDATE�] DESCRIPTION OF REVISIONS CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS STANDARD DRAWING NO. DRAWN: P. KHARAZMI DATE: 11/3/2020 SIDEWALK DETAIL 180 SHEET 1 OF 1 STD 180 - SIDEWALK DETAIL SCALE: NTS C-9438-2 y u r 9ta lum :Z - �: ABBREVIATIONS (IN ADDITION TO GREENBOOK SECTION 1-3.2) APN ASSESSOR'S PARCEL NUMBER NTS NOT TO SCALE APPROX APPROXIMATE OCSD ORANGE COUNTY SANITATION DISTRICT AWG AMERICAN WIRE GAUGE P PIPELINE AVE AVENUE PKWY PARKWAY BLVD BOULEVARD QTY QUANTITY BOM BILL OF MATERIALS RD ROAD REV REVISION CNL CANNOT LOCATE RTE ROUTE CP CATHODIC PROTECTION RIW RIGHT OF WAY CULV CULVERT S. SOUTH DET DETAIL SHT SHEET DIA DIAMETER SPEC SPECIFICATION DIST DISTRIBUTION ST STREET DWY DRIVEWAY STA STATION E EAST STL STEEL EASE EASEMENT TCP TRAFFIC CONTROL PLAN ELEV ELEVATION TEMP TEMPORARY FH FIRE HYDRANT TYP TYPICAL FIG FIGURE UG UNDERGROUND FLG FLANGE USA UNDERGROUND SERVICE ALERT FWY FREEWAY V VALVE GACP GALVANIC ANODE CATHODIC PROTECTION W WATER HMWPE HIGH MOLECULAR WEIGHT POLYETHYLNE WV WATER VALVE W/ WITH HWY HIGHWAY WIO WITHOUT IFK INSULATING FLANGE KIT LN LANE LOC LOCATION MAX MAXIMUM MH MANHOLE MIN MINIMUM MISC MISCELLANEOUS N NORTH NACE NATIONAL ASSOCIATION OF CORROSION ENGINEERS CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG \LIFOR�% PUBLIC WORKS DEPARTMENT CATHODIC PROTECTION UPGRADES PROJECT CORONA DEL MAR TRANSMISSION PIPELINE EXHIBIT H CONTRACT NO. C-9483-2 PROJECT NO. 24W1 1 APPROVED: DATE: DAVID A. WEBB, PUBLIC WORKS DIRECTOR APPROVED: DATE: JIM HOULIHAN, P.E., DEPUTY PWD 1 CITY ENGINEER LEGEND (CATHODIC PROTECTION EXISTING PIPELINE 1-01 EXISTING CP TEST STATION H EXISTING FLANGE PROPOSED VERTICAL ANODES C=) PROPOSED REFERENCE PROBE Zf!11101 APPROVED: l SARVJIT SINGH, ENGINEERING MANAGER EMERGENCY TELEPHONE NUMBERS DAY NIGHT SOUTHERN CALIFORNIA GAS COMPANY (800) 427-2200 SOUTHERN CALIFORNIA EDISON COMPANY (800) 611-1911 AT&T TELEPHONE COMPANY (800) 332-1321 CITY OF NEWPORT BEACH UTILITIES DEPARTMENT (949) 644-3011 (949) 644-3717 ORANGE COUNTY SANITATION DISTRICT (714) 962-2411 MESA WATER DISTRICT (949) 631-1200 SPECTRUM (833) 949-0036 COX COMMUNICATIONS (844) 780-6054 CROWN CASTLE (888) 632-0931 MCI VERIZON BUSINESS (844) 780-6054 DATE: 8-12-25 GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2015 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS, UNLESS NOTED OTHERWISE- 4. P.C.G. SHALL BE CLASS 560-C-3250 UNLESS NOTED OTHERWISE. 5- CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g- WATER VAULTS, WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE PER CITY STANDARDS. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 6. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 7. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. FAILURE TO DO SO WILL PLACE RESPONSIBILITY OF THE CONTRACTOR FOR CORRECTION. 8. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE -VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. 9. THE UTILITY LOCATIONS ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE USED FOR REFERENCE ONLY. UTILITY LOCATIONS AND ALL OTHER SUBSTRUCTURES SHALL BE FIELD VERIFIED BY DELINEATING THE WORK AREA AND CALLING THE APPROPRIATE UNDERGROUND SERVICE ALERT (USA) 811, A MINIMUM OF 48 HOURS IN ADVANCE AND CLEARED PRIOR TO THE BEGINNING OF ANY CONSTRUCTION WORK. 10. ALL CONCRETE SIDEWALKS OR CURBS TO BE REPLACED SHALL BE SAWCUT TO THE NEAREST TRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL JOINT OR WEAKENED PLANE JOINT AND REPLACED IN CONFORMANCE WITH THE APPLICABLE PROVISIONS OF THE CITY OF NEWPORT BEACH. EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS. 11. ALL P.C.0 AND A.C. PAVEMENT REMOVALS SHALL BE OUTLINE TO NECESSARY WORKING LIMITS AND SAWCUT PRIOR TO THE REMOVAL. ALL DEBRIS CREATED BY THE REMOVAL OPERATIONS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF AWAY FROM THE JOB SITE IN A MANNER AND AT A LOCATION ACCEPTABLE TO THE CITY OF NEWPORT BEACH. 12. ALL EXCAVATIONS SHALL BE IN ACCORDANCE WITH TITLE EIGHT (8) OF THE CALIFORNIA CODE OF REGULATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REQUIRED CALOSHA PERMIT FOR EXCAVATIONS OR TRENCHES FIVE (5) FEET IN DEPTH OF GREATER. TRENCH LIMITATIONS WILL BE GOVERNED BY THE CITY OF NEWPORT BEACH OR THE PERMITTING AGENCY. 13. THE CONTRACTOR SHALL MAINTAIN THE WORK AREA IN A NEAT, SAFE, CLEAN AND SANITARY CONDITION AT ALL TIMES AND TO THE SATISFACTION OF THE CITY OF NEWPORT BEACH. STREETS SHALL BE KEPT CLEAN OF DEBRIS, WITH DUST AND NUISANCE BEING CONTROLLED AT ALL TIMES. LOOSE EXCAVATED MATERIAL SHALL NOT BE PLACED OR STORED IN WATERWAYS. ALL EXCESS EXCAVATED SOIL AND MATERIALS SHALL BE REMOVED AND DISPOSED OF IN A PROPER AND LEGAL MANNER BY THE CONTRACTOR. 14. AT THE END OF EACH WORKING DAY AND AT THE TIMES WHEN CONSTRUCTION OPERATIONS ARE SUSPENDED FOR ANY REASON, THE CONTRACTOR SHALL REMOVE ALL EQUIPMENT, VEHICLES, MATERIAL, TRAFFIC CONTROL DEVICES, STOCKPILE OR ANY OTHER FORM OF OBSTRUCTION FROM THE RIGHT-OF-WAY. 15, ALL LANDSCAPING AND GRASS AREAS SHALL BE RESTORED TO ITS ORIGINAL PER THE PROJECT SPECIFICATIONS AND REPAIRED TO THE SATISFACTION OF THE CITY OF NEWPORT BEACH OR TO THE REGULATORY AGENCY HAVING JURISDICTION. 16, THE CONTRACTOR SHALL RESTORE ALL EXISTING SURFACE IMPROVEMENTS (INCLUDING BUT NOT LIMITED TO: HARDSCAPE, A.C., P.C.C., BRICK, ETC.) TO ITS ORIGINAL CONDITION TO THE SATISFACTION OF THE OWNER AND TO THE REGULATORY AGENCY HAVING JURISDICTION. 17. ALL NEW CATHODIC PROTECTION EQUIPMENT INSTALLATIONS TO BE FIELD LOCATED TO MINIMIZE IMPACT TO THE EXISTING SURFACE CONDITIONS AND AVOID CONFLICT WITH EXISTING UTILITIES OR SUBSTRUCTURES. LOCATIONS SHOWN ON THESE PLANS TO BE USED AS REFERENCE AND ARE APPROXIMATE, APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: r MARK VUKO VIC, P.E. 'ICHAgro. SI ACORI, P.E. DIRECTOR ASSIST T CITY ENGINEER UTILITIES DEPARTMENT DATE: i�'�"Z DATE: SHEET NO - 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 SHEET INDEX TITLE SHEET CATHODIC PROTECTION NOTES, LEGEND & ABBREVIATIONS OVERALL CATHODIC PROTECTION SITE PLAN CATHODIC PROTECTION LAYOUT I CATHODIC PROTECTION LAYOUT II CATHODIC PROTECTION LAYOUT III CATHODIC PROTECTION LAYOUT IV CATHODIC PROTECTION LAYOUT V CATHODIC PROTECTION LAYOUT VI CATHODIC PROTECTION LAYOUT VI1 CATHODIC PROTECTION LAYOUT VIII CATHODIC PROTECTION LAYOUT IX CATHODIC PROTECTION DETAILS I CATHODIC PROTECTION DETAILS II CATHODIC PROTECTION DETAILS III C-9483-2 CORONA DEL MAR TRANSMISSION PIPELINE GENERAL NOTES, VICINITY MAP, LOCATION MAP CITY OF NEWPORT BEACH W-5418-S PUBLIC WORKS DEPARTMENT [SHEET 0 1 OF 15 CONSTRUCTION PHASES: EACH PHASE OF THE GALVANIC CATHODIC PROTECTION SYSTEM INSTALLATION CAN BE PERFORMED INDEPENDENTLY OR CONCURRENTLY. 1. INSTALL SEVEN (7) ANODE GROUND BEDS. 2. INSTALL SEVEN (7) COPPER -COPPER SULFATE REFERENCE PROBES. 3. INSTALL ELEVEN (11) TEST STATION TERMINAL BOARDS AND ABANDON IN PLACE EXISTING ANODES. 4. TRENCH AND ROUTE ANODE CABLES TO TEST STATIONS. 5. SURFACE RESTORATION OF ALL EXCAVATIONS/TRENCHES PER CITY OF NEWPORT BEACH STANDARD RESTORATION DETAILS. ADDITIONAL NOTES: 1. TRENCHING AND EXCAVATION NOTES: a. THE UTILITY LOCATIONS ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE USED FOR REFERENCE ONLY. UTILITY LOCATIONS AND ALL OTHER SUBSTRUCTURES SHALL BE FIELD VERIFIED. b. DELINEATE WORK AREA AND CALL THE APPROPRIATE UNDERGROUND SERVICE ALERT (USA) 811, 48 HOURS (NOT INCLUDING INITIAL DAY) PRIOR TO START OF WORK. c. TRENCH LIMITATIONS WILL BE GOVERNED BY THE PERMITTING AGENCY. d. NOTIFY THE LOCAL DISTRICT CONTACT AND THE REGION'S ENVIRONMENT SPECIALIST IF CONTAMINATED SOIL IS ENCOUNTERED OR SUSPECTED. e. ALL EXCAVATIONS SHALL BE IN ACCORDANCE WITH TITLE EIGHT (8) OF THE CALIFORNIA CODE OF REGULATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REQUIRED CALOSHA PERMIT FOR EXCAVATIONS OR TRENCHES FIVE (5) FEET IN DEPTH OR GREATER. 2. ANODE CABLES ARE TO BE INSTALLED AND SECURED WITHOUT DAMAGE TO THE INSULATION. 3. LOOSE EXCAVATED MATERIAL SHALL NOT BE PLACED OR STORED IN WATERWAYS. ALL EXCESS EXCAVATED SOIL AND MATERIALS SHALL BE REMOVED AND DISPOSED OF IN A PROPER AND LEGAL MANNER BY THE CONTRACTOR. ALL DISTURBED SURFACE AREAS SHALL BE SHAPED TO FACILITATE DRAINAGE AND AVOID PONDING AND RESTORED TO NEAR NATURAL OR PRE -CONSTRUCTION CONDITIONS. 4. INFORMATION ON EXISTING UTILITIES AND OTHER SUBSTRUCTURES SHALL BE OBTAINED FROM THE APPROPRIATE AGENCIES. ALL CONSTRUCTION SHALL BE DONE A MINIMUM 48 HOURS AFTER USA DIG CALL ALERTS HAVE BEEN MADE AND USA DIG HAS CLEARED THE AREA. 5. ADEQUATE SAFETY MEASURES SHALL BE MAINTAINED BY THE PROPER SCHEDULING OF PROPOSED INSTALLATIONS, IN ACCORDANCE WITH SECURED OR PROVIDED PERMITS. 6. ALL CONSTRUCTION SHALL CONFORM TO NACE STANDARDS AND PROJECT SPECIFICATIONS, AND SHALL BE AS PER APPROVED DRAWINGS. ALL THE PROPER PERMITS AS REQUIRED BY THE COUNTY MUST BE MET BEFORE BEGINNING THE FIELD INSTALLATION. ANODE INSTALLATION INSTRUCTIONS: 1. ANODE CABLES SHALL BE #12 AWG SINGLE CONDUCTOR STRANDED COPPER WITH HMWPE INSULATION. 2. ANODE HEADER CABLES SHALL BE #8 AWG SINGLE CONDUCTOR STRANDED COPPER WITH HMWPE INSULATION. 3. HIGH POTENTIAL MAGNESIUM ANODES SHALL BE USED. 4. THE ANODE GROUNDBED SHALL BE LOCATED BASED ON FIELD CONDITIONS. ANODES SHALL NOT BE CARRIED BY MEANS OF ANODE LEAD WIRES. DAMAGED ANODES SHALL BE REPLACED BY THE CONTRACTOR AT THEIR SOLE EXPENSE. ANODE SPACING SHALL BE AS SHOWN ON THE DRAWINGS. 5. UNDER NO CIRCUMSTANCES SHOULD THE ANODE LEAD WIRES BE CLAMPED OR PINCHED DURING LOWERING. CONSTRUCTION NOTES: OINSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 13 OINSTALL NEW TERMINAL BOARD IN EXISTING TEST STATION - SEE DETAILS 1 & 3 ON SHEET 14 OINSTALL NEW TERMINAL BOARD IN EXISTING TEST STATION - SEE DETAILS 2 & 3 ON SHEET 14 OSURFACE RESTORATION PER STD STD 106-A TRENCH RESURFACING - SEE DETAIL 3 ON SHEET 15 OINSTALL NEW REFERENCE PROBE - SEE DETAIL 1 ON SHEET 13 OSIDEWALK RESTORATION PER STD 108 - SEE DETAIL 4 ON SHEET 15 GALVANIC ANODE CATHODIC PROTECTION TEST STATION SCHEDULE TEST STATION # STATION LOCATION AS -BUILT PIPE MATERIAL DIA (INCHES) QUANTITY OF ANODES REMARKS TS #1 10+59 CARNATION AVE N/O W 5341 S CML&TW 24 4 INSTALL DISTRIBUTED BAYSIDE DR - - VERTICAL ANODE GROUND BED CARNATION AVE N/O NOT CONTINUOUS WITH TS #2 10+60 W_5341_S CML&TW 24 - EXHIBIT H PIPE / ALREADY HAS BAYSIDE DR ANODES TS #3 20+00 CARNATION AVE N/O 2ND W 5341 S CML&TW 24 4 INSTALL DISTRIBUTED AVE - - VERTICAL ANODE GROUND BED TS #4 103+17 EAST COAST HIGHWAY 1 W 5341 S CML&TW 24 4 INSTALL DISTRIBUTED AND 5TH AVE - - VERTICAL ANODE GROUND BED TS #5 100+40 EAST COAST HIGHWAY 1 W 5341 S CML&TW 24 - EXISTING TEST STATION AND MACARTHUR BLVD TS #6 29+94 EAST COAST HIGHWAY 1 W 5341 S CML&TW 24 - I FK AND MACARTHUR BLVD TS #7 39+80 MACARTHUR BLVD N/O W_5341 S CML&TW 30 4 INSTALL DISTRIBUTED HARBOR VIEW DR - VERTICAL ANODE GROUND BED TS #8 50+90 MACARTHUR BLVD S/O W_5341 S CML&TW 30 4 INSTALL DISTRIBUTED SAN MIGUEL DR - VERTICAL ANODE GROUND BED TS #9 61+20 SAN MIGUEL DR E/O W_5341 S CML&TW 30 4 INSTALL DISTRIBUTED MACARTHUR BLVD - VERTICAL ANODE GROUND BED TS #10 67+20 SAN MIGUEL DR W/O SAN W_5341_S CML&TW 30 4 INSTALL DISTRIBUTED JOAQUIN HILLS RD VERTICAL ANODE GROUND BED TS #11 82+00 PACIFIC VIEW DR S/O SAN W 5341 S CML&TW 30 - IFK MIGUEL DR C-9438-2 0 0 a) 0 I T Y E U co Ln I Ln N N 00 0 Ln 7- 0 N m 0 a z I cn I op . SEE BELOW RIGHT i#1113055 CML&TW WATER PIPELINE % ` {�` _a _F `� _,,.- a SEE SHEET 11 �r �+ 5 TS# 10 5 HEET 1 TS# 11FSEE S 0 a TS# 9 -ir. rIL.. t. FSEE SHEET 07y' * .r 14 IT- irp *{ +■ r{ TS# 6 r �• l� F r �f 7. F 3 y i r ■J 4 *'. TS# 5 rt 5 T - •� � �. �: . _ � 30 CML&TW WATER PIPELINE 4 _ � _ � •� � •,� TS# 4 y24" CML&TW WATER PIPELINE j A _ `r �_. 4r J1 i+ — — = — ti t dd ■ } 116 4. IF - bi �. • *F - `r. �.Lz '14 1 _ _ SEE SHEET 06 r4111 r. IL t �J lip f r i x' 1 ip �` �� `' r•df SEE SHEET 05 or 16 a •}• ti I a A; _ a :. i rk i 7 ~ * IF F 5 - - F ` - - � �- TS# 2 i . —" wa � t LL ' _- TS# 1 �" 4 { h p7. ' SEE SHEET 04 S `4* ,. f 1 � Xe ILL dp w ~ z s I f Y . �. It Lr Y •M � •�F � it �� 1 � '` �, 5 do -Opp, 411 NILY" AF. kp ` ti NOTE: 1. PIPELINE ROUTING SHOWN IS APPROXIMATE ONLY. 2. NO NEW INSTALLATIONS WILL BE PERFORMED AT EXISTING TS#5. SEE ABOVE LEFT SITE PLAN - EXHIBIT H PIPELINE SCALE: NTS LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE EXISTING CP TEST STATION =x,sy . � �ti F i I � C-9438-2 d R" LEGEND (CATHODIC PROTECTION): C EXISTING PIPELINE EXISTING CP TEST STATION EXISTING FLANGE PROPOSED VERTICAL ANODES PROPOSED REFERENCE PROBE CONSTRUCTION NOTES: OINSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 13 OINSTALL NEW TERMINAL BOARD IN EXISTING TEST STATION - SEE DETAILS 1 & 3 ON SHEET 14 OINSTALL NEW TERMINAL BOARD IN EXISTING TEST STATION - SEE DETAILS 2 & 3 ON SHEET 14 OSURFACE RESTORATION PER STD STD 106-A TRENCH RESURFACING - SEE DETAIL 3 ON SHEET 15 DINSTALL NEW REFERENCE PROBE - SEE DETAIL 1 ON SHEET 13 OSIDEWALK RESTORATION PER STD 108 - SEE DETAIL 4 ON SHEET 15 NOTES: 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. TS# 2 10+60 ------------------------------ TS# 1 10+59 CATHODIC PROTECTION LAYOUT I SCALE: NTS 24" CML&TW WATER PIPELINE 4r rd6ii_ r- A%k 46 JAL or 4 +#� ; * 4r TS# 2 In-L.Czn ■ 44w" *wr� C-9438-2 C) C) a I T Y IN Ln I Ln N N 00 O i LEGEND (CATHODIC PROTECTION): n EXISTING PIPELINE EXISTING CP TEST STATION PROPOSED VERTICAL ANODES PROPOSED REFERENCE PROBE CONSTRUCTION NOTES: OINSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 13 OINSTALL NEW TERMINAL BOARD IN EXISTING TEST STATION - SEE DETAILS 1 & 3 ON SHEET 14 GSURFACE RESTORATION PER STD STD 106-A TRENCH RESURFACING - SEE DETAIL 3 ON SHEET 15 OINSTALL NEW REFERENCE PROBE - SEE DETAIL 1 ON SHEET 13 NOTES: 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. �24" CML&TW WATER PIPELINE CATHODIC PROTECTION LAYOUT II SCALE: NTS lk-- C-9438-2 C) IN Ln I Ln N N 00 O OOF LEGEND (CATHODIC PROTECTION EXISTING PIPELINE EXISTING CP TEST STATION H EXISTING FLANGE PROPOSED VERTICAL ANODES O PROPOSED REFERENCE PROBE CONSTRUCTION NOTES: OINSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 13 O2 INSTALL NEW TERMINAL BOARD IN EXISTING TEST STATION - SEE DETAILS 1 & 3 ON SHEET 14 D SURFACE RESTORATION PER STD STD 106-A TRENCH RESURFACING - SEE DETAIL 3 ON SHEET 15 OINSTALL NEW REFERENCE PROBE - SEE DETAIL 1 ON SHEET 13 NOTES: _u - I.0 t f � /--24" CML&TW WATER PIPELINE `tea lb JL 5OTI Fibir �} r�TS# i 103+17 r _ ------------ NNW 46-0. 1 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. CATHODIC PROTECTION LAYOUT III SCALE: NTS �.d L 'I C-9438-2 LEGEND (CATHODIC PROTECTION). EXISTING PIPELINE ❑e EXISTING CP TEST STATION H EXISTING FLANGE CONSTRUCTION NOTES: OINSTALL NEW TERMINAL BOARD IN EXISTING TEST STATION - SEE DETAILS 2 & 3 ON SHEET 14 NOTES: f F v% Wf �F LOOP -r �f r i die 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. CATHODIC PROTECTION LAYOUT IV SCALE: NTS TS# 5 M �100+40 . a. C-9438-2 LEGEND (CATHODIC PROTECTION): Lm!T] EXISTING PIPELINE EXISTING CP TEST STATION PROPOSED VERTICAL ANODES PROPOSED REFERENCE PROBE CONSTRUCTION NOTES: OINSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 13 O2 INSTALL NEW TERMINAL BOARD IN EXISTING TEST STATION - SEE DETAILS 1 & 3 ON SHEET 14 OSURFACE RESTORATION PER STD STD 106-A TRENCH RESURFACING - SEE DETAIL 3 ON SHEET 15 OINSTALL NEW REFERENCE PROBE - SEE DETAIL 1 ON SHEET 13 NOTES: 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. fA I I I I I I I I , I I I I I I I I I I 0 TS# 7 I 39+80 I ----------------J do CATHODIC PROTECTION LAYOUT V SCALE: NTS 41 C-9438-2 0 a I T Y C IN Ln I Ln N N Ib O LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE EXISTING CP TEST STATION PROPOSED VERTICAL ANODES O PROPOSED REFERENCE PROBE CONSTRUCTION NOTES: OINSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 13 O2 INSTALL NEW TERMINAL BOARD IN EXISTING TEST STATION - SEE DETAILS 1 & 3 ON SHEET 14 4 SURFACE RESTORATION PER STD STD 106-A TRENCH RESURFACING - SEE DETAIL 3 ON SHEET 15 OINSTALL NEW REFERENCE PROBE - SEE DETAIL 1 ON SHEET 13 NOTES: 5 Air F or 30" CML&TW WATER PIPELINE 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. CATHODIC PROTECTION LAYOUT VI SCALE: NTS a I J p I- - ki rw , F4 C-9438-2 LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE EXISTING CP TEST STATION PROPOSED VERTICAL ANODES C PROPOSED REFERENCE PROBE CONSTRUCTION NOTES: A O0 INSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 13 i OF## �6 l* OINSTALL NEW TERMINAL BOARD IN EXISTING TEST _ ■ il STATION - SEE DETAILS 1 & 3 ON SHEET 14 SN08 a do lk i 9 4r a0 OSURFACE RESTORATION PER STD STD 106-A TRENCH RESURFACING - SEE DETAIL 3 ON SHEET 15 INSTALL NEW REFERENCE PROBE - SEE DETAIL 1 O t �* 0 4 ON SHEET 13 t Nu i O6 SIDEWALK RESTORATION PER STD 108 - SEE DETAIL 4 ON SHEET 15 - i 30" CML&TW WATER PIPELINE W#- NOTES: (7�CATHODIC PROTECTION LAYOUT VII 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM �o SCALE: NTS FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. . w r: C-9438-2 0 IN Ln I Ln N N 00 O Ilk- . _ I - LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE ❑o EXISTING CP TEST STATION PROPOSED VERTICAL ANODES O PROPOSED REFERENCE PROBE CONSTRUCTION NOTES: OINSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 13 OINSTALL NEW TERMINAL BOARD IN EXISTING TEST STATION - SEE DETAILS 1 & 3 ON SHEET 14 OSURFACE RESTORATION PER STD STD 106-A TRENCH RESURFACING - SEE DETAIL 3 ON SHEET 15 5 INSTALL NEW REFERENCE PROBE - SEE DETAIL 1 ON SHEET 13 NOTES: 10, 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. !� mdoppolmilrmmw �! � - , --q* CATHODIC PROTECTION LAYOUT VIII SCALE: NTS , , , , / / / / / / J C-9438-2 ,ki LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE EXISTING CP TEST STATION EXISTING FLANGE CONSTRUCTION NOTES: OINSTALL NEW TERMINAL BOARD IN EXISTING TEST STATION - SEE DETAILS 2 & 3 ON SHEET 14 ar it TS# 11 go r W ,ter * -� i 11 lit AA NOTES: 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. CATHODIC PROTE SCALE: NTS Of ww- � TION LAYOUT IX C-9438-2 SPLICE TO #8 AWG ANODE HEADER CABLE (TYP.) SEE DETAIL 13 34" (TYP.) 10" MIN (TYP) BURIED WARNING TAPE SEE DETAIL Q J5 3' (TYP.) 48" 48# HIGH -POTENTIAL MAGNESIUM NOTES: ANODE (TYP.) SEE DETAIL 3 1. LOCATE ANODE GROUNDBED 13 APPROXIMATELY 5' AWAY FROM THE TEST STATION AND A MINIMUM OF 20' AWAY FROM ANY ADJACENT ANODE GROUNDBEDS. ANODE HEADER CABLE #8 AWG f 8 . 9 ANODE GROUNDBED DETAIL SCALE: NTS RESTORE TO EXISTING SURFACE CONDITIONS AS NECESSARY TEST STATION NATIVE SOIL 5' -REFERENCE PROBE W/COUPON 2 SEE DETAIL Q J5 BACKFILL PRE -PACKAGED ANODES WITH CLASS 2 FILL OR NATIVE SOIL r%f_%nnnn c+ni iT or-Ni T CONNECTOR NECTOR 2 LAYERS OF HALF -LAPPED PVC TAPE CABLE SPLICE DETAIL SCALE: NTS _F-LAPPED SING TAPE SILVER S CONNEC- SECURE WITH #12 AWG H LEAD WIRE BACKFILL COMPOSITION 75% GYPSUM 20% BENTONITE 5% SODIUM SULPHATE 48LB. ANODE SPECS: INGOT WEIGHT: 48 LBS. PKGD WEIGHT: 96 LBS. INGOT DIMENSIONS: 5" X5" X 31" PKGD DIMENSIONS: 8" X 34" IMPORTANT NOTE: REMOVE PLASTIC/PAPER BAG FROM ANODE BEFORE INSTALLING. Pl A f-% I A t—% r Pl M A f—% I r 11 1 J CHEMICAL COMPOSITION ELEMENT CONTENT % Al 0.010% Mn 0.50 - 1.30% Cu 0.02% MAX. Ni 0.001 % MAX. Fe 0.03% MAX. OTHER 0.30% MAX. Mg REMAINDER HIGH -POTENTIAL MAGNESIUM ANODE DETAIL SCALE: NTS C-9438-2 Tt"%f-%f-%l C C\A/1-rf-% J TYPE RS 0.01 OHM SHUNT (TYP), 6 AM 1/8" THK COPPEI BUS BAR ENGRAVED LABEL (TYP) #16 AWG RHW COUPON (BLUE) #16 AW,_ REFERENCE CABLE (YLW) iAV I N G (TYP) OR BRASS HARDWARE (TYP) ENGF LAB E JG CONNECTOR (TYP) 1/4" MICARTA OR PHENOLIC PANEL 6" X 7" `-8 AWG/HMWPE DRAIN >TRUCTURE LEAD (BLK) f16 AWG RHW -OUPON (RED) f8 AWG HMWPE BLK) ANODE HEADER CABLE #8 AWG/HMWPE STRUCTURE LEA[ ISOLATED SIDE (V 1 "V 1 V 1 1 %V V I V I \L ""I \V `3LK) TERMINAL BOARD TYPE 1 DETAIL SCALE: NTS SPRING LOCK WASHER PHENOLIC OR MICARTA COPPER BUS BAR ��---------------------- ---- NUT (TYP. OF 3 ) SHUNTS WASHER COPPER WIRE LUG BOLT TERMINAL BOARD PLAN VIEW SCALE: NTS i non f-%n rni/-%rAVING (TYP) TERMINAL BOARD TYPE 2 DETAIL SCALE: NTS OR BRASS HARDWARE (TYP) NG CONNECTOR (TYP) 1/4" MICARTA OR PHENOLIC PANEL 6"X7" s AWG/HMWPE FRUCTURE LEADS SIDE (BLK) C-9438-2 O 0 a i a a Y Z3 Lo i N N 00 O END VIEW Specifications: Pxzw -.odd quRIED DIRECT BURIAL WARNING TAPE SCALE: NTS Yellow - Reference electrode lead wire Blue - IR-Drop lead wire from first coupon Red - IR-Free lead wire from first coupon SIDE 12.75" Overall ,5" .1875" .1875" 1.5"—o"I-1.25"-IMF 5.875" ` 1 *--1.25"- < 211� "Test"Coupon Permanent Reference "Test"Coupon Electrode 1. 30-year design life and infinate shelf life 2. Element is 99.9% pure copper 3. 15 micron Medical Ceramic Sensor 4. Stability: ±5 millivolts with 0.3 microamps load 5. Wire: #16 RHH-RHW Tray Cable 6. Working Temperature Range: 327 to +176°F (0°C to 80°C) 7. Material Temperature Range: -60OF to +1850F (-51 °C to 85°C) 8. Can be frozen and then returned to working temperature 9. Moisture retention membrane 10. Hydrogen Sulfide Ion Trap 11. Stage One Chloride Ion Trap 12. Stage Two Chloride Ion Trap Orange Lead - AC: Live lead wire from second coupon Black Lead - Native: Dead lead wire from second coupon n In ni Fun,° STELTH° 7 Rocket lR-Free Probe D�„qkqu Model SRE-031-CSY Copper -Copper Sulfate Not to scale I For instructional use only I Revised: December 1, 2 MANUFACTURING, INC. 016 ® Registered Trademark of BORINManufacturing 5741 Buckingham Parkway Unit B Culver City CA 90230 (310) 822 1000 www.borin.com REFERENCE ELECTRODE WITH COUPON SCALE: NTS TYPES OF PAVEMENT REPLACEMENT 1. TRENCH RESURFACING IN PORTLAND CEMENT CONCRETE PAVEMENT SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-13, EXCEPT THAT CONCRETE SHALL BE 8" THICK MINIMUM CLASS 560-C-3250 AND #4 DOWEL, 18" O.C. WITH EPDXY COATING. 2. TRENCH RESURFACING IN ASPHALT CONCRETE PAVEMENT SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-13, EXCEPT THAT: A. ASPHALT CONCRETE SHALL BE PLACED IN LIFTS NOT TO EXCEED 4" THICK. B. APPLY TACK COAT AND FEATHER NEW PAVEMENT AS NECESSARY TO SEAL THE CONTACT JOINT AND ELIMINATE PAVEMENT DEPRESSIONS WITHIN 1' OF THE CONTACT JOINT. *C. COLD PLANE EXISTING PAVEMENT (1" BELOW EXISTING A.C. SECTION). EXACT WIDTH TO BE DETERMINED BY THE FIELD ENGINEER. ** NO PIECES LESS THAN 5' WIDE BETWEEN PATCH AND NEAREST JOINT OR CURB AND GUTTER, REFER TO STD 106-B. EXISTING A.C. EXISTING P.C.C. PAVEMENT** PAVEMENT** CONTACT TRENCH WIDTH 18" MIN 18" MIN JOINT VARIES 6" 6" VARIES* TRENCH WIDTH VARIES* (TYP) (TYP) VARIES EXISTING A.C. PAVEMENT** EPDXY COATED #4 DOWEL 4 17 \ 4 ACT /\/, MIN 1' EXISTING P.C.C. 1 PAVEMENT** A.C. BASE COURSE SHALL BE 1" THICKER THAN EXISTING A.C. SECTION WITHIN • . 12" \// : • TRENCH (95% MIN COMPACTION) 12" PIPE BEDDING AND BACKFILL PER Ji JA STD 323 OR AS DETERMINED U BY THE ENGINEER \/ ASPHALT TRENCH CONCRETE TRENCH RESTORATION RESTORATION NOTE: STREETS/ALLEYS RECENTLY SLURRY SEALED, OVERLAID, OR RECONSTRUCTED SHALL REQUIRE EXTENSIVE PAVEMENT RESTORATION PER STD 106-D. FORMER CITY STANDARD PLAN NUMBER (2004 EDITION): STD 105-L-B APP. / - - 51568 11/24/2020 CITY ENGINEER RCE DATE I NO, I DATE I DESCRIPTION OF REVISIONS CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS STANDARD DRAWING NO. DRAWN: P. KHARAZMI DATE: 11/5/2020 TRENCH RESURFACING 106-A SHEET 1 OF 1 STD 106-A - TRENCH RESURFACING SCALE: NTS 1. R=25' FOR COMMUTER STREETS AND 35' FOR ARTERIAL STREETS UNLESS OTHERWISE SPECIFIED. 2. CONCRETE SHALL BE 560-C-3250. A/3 3. LANDSCAPE PARKWAY WITH STREET A/3 R TREES REQUIRED WHEN DISTANCE A/3 FROM CURB FACE TO PROPERTY LINE EXCEEDS 6' IN RESIDENTIAL AREAS. CONCRETE SIDEWALK IN COMMERCIAL �10' OR _t VARIES VARIES I ° d a a as AREAS WITH STREET TREES. WWENED -�- 'PLANE' JOINTS d • as ° a a 10' OR VARIES 41 d CURB RETURN AREA %" EXPANSION JOINT MATERIAL (TYP) R I� 10' TYPICAL PARKWAY j� 4' MIN SIDEWALK SEE NOTE 3 2% MAX_ 4" MIN ° PCC W W W W COMPACTED NATIVE SOIL TYPICAL SECTION a %" EXPANSION JOINT MATERIAL (TYP) EDGE OF GUTTER TOP OF CURB BACK OF CURB CURB ACCESS RAMP PER STD 181 WEAKENED PLANE JOINTS 1" SAWED, QUICK -JOINT OR EQUAL 8' 8' 8' 8' 8'- PLANTING OR CONCRETE WALK WEAKENED PLANE JOINTS & EXPANSION JOINTS FORMER CITY STANDARD PLAN NUMBER (2004 EDITION): STD 180-L APP. r L - 51568 11/24/2020 CITY ENGINEER RCE DATE NO. DATE DESCRIPTION OF REVISIONS CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS STANDARD DRAWING NO. DRAWN: P. KHARAZMI DATE: 11/3/2020 SIDEWALK DETAIL 180 SHEET 1 OF 1 STD 180 - SIDEWALK DETAIL SCALE: NTS C-9438-2 ,�1.., ls1-F`�'eyS xx G .w.:, •k,F�✓^ r� S' .A'� ",�.`'q A w .- : r t`P�° "^A e `Y ' e - 4 I. ' ski �' '� w � �°•: 'Y` ' ., %�` a '.' - b' �. I>^ � • "�_- ,F.' f1`iY... 2 a.1 Era: ��+ ��-• Y4 � "^Y1�: +��..! � rl W'�, �'..Y r: 1 f Ee. I � — :, Y -,. +mow • I h Yrs >;9 �xx .fir �f iie,.�`P� "tY�, � : ,r �•. r ABBREVIATIONS (IN ADDITION TO GREENBOOK SECTION 1-3.2) APN ASSESSOR'S PARCEL NUMBER APPROX APPROXIMATE AWG AMERICAN WIRE GAUGE AVE AVENUE BLVD BOULEVARD BOM BILL OF MATERIALS CNL CANNOT LOCATE CP CATHODIC PROTECTION CULV CULVERT DET DETAIL DIA DIAMETER ❑IST DISTRIBUTION DWY DRIVEWAY E EAST EASE EASEMENT ELEV ELEVATION FH FIRE HYDRANT FIG FIGURE FLG FLANGE FWY FREEWAY GACP GALVANIC ANODE CATHODIC PROTECTION HMWPE HIGH MOLECULAR WEIGHT POLYETHYLNE HWY HIGHWAY IFK INSULATING FLANGE KIT LN LANE LOC LOCATION MAX MAXIMUM MH MANHOLE MIN MINIMUM MISC MISCELLANEOUS N NORTH NACE NATIONAL ASSOCIATION OF CORROSION ENGINEERS CALL TOLL FREE 1- 800- 227- 2600 BEFORE YOU DIG a S fyf NTS NOT TO SCALE OCSD ORANGE COUNTY SANITATION DISTRICT P PIPELINE P KWY PARKWAY QTY QUANTITY RD ROAD REV REVISION RTE ROUTE RIW RIGHT OF WAY S SOUTH SHT SHEET SPEC SPECIFICATION ST STREET STA STATION STL STEEL TCP TRAFFIC CONTROL PLAN TEMP TEMPORARY TYP TYPICAL UG UNDERGROUND USA UNDERGROUND SERVICE ALERT V VALVE W WATER WV WATER VALVE WI WITH W/O WITHOUT 1 1 t �eK ��LjFORL"/ PUBLIC WORKS DEPARTMENT CATHODIC PROTECTION UPGRADES PROJECT REACH # 1 - 36"/30" WATER MAIN CONTRACT NO. C-9483-2 PROJECT NO. 24W1 1 LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE PROPOSED CP TEST STATION EXISTING FLANGE EASEMENT �••"' CITY BOUNDARY PROPOSED VERTICAL ANODES p PROPOSED REFERENCE ELECTRODE AND COUPON rrprw APPROVED: SARVJIT SINGH, ENGINEERING MANAGER i I EMERGENCY TELEPHONE NUMBERS DAY NIGHT SOUTHERN CALIFORNIA GAS COMPANY (800) 427-2200 SOUTHERN CALIFORNIA EDISON COMPANY (800) 611-1911 AT&T TELEPHONE COMPANY (800) 332-1321 CITY OF NEWPORT BEACH UTILITIES DEPARTMENT (949) 644-3011 (949) 644-3717 ORANGE COUNTY SANITATION DISTRICT (714) 962-2411 MESA WATER DISTRICT (949) 631-1200 SPECTRUM (833) 949-0036 COX COMMUNICATIONS (844) 780-6054 CROWN CASTLE (888) 632-0931 MCI VERIZON BUSINESS (844) 780-6054 DATE: 8 APPROVAL RECOMMENDED: w MARK VUKOJEVIC, P.E. DIRECTOR UTILITIES DEPARTMENT DATE: 9~ j a ` Z r GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" 2015 EDITION AND SUPPLEMENTS TO DATE EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE AC TUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS, UNLESS NOTED OTHERWISE. 4. P.C.C. SHALL BE CLASS 560-C-3250 UNLESS NOTED OTHERWISE. 5. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VAULTS, WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE PER CITY STANDARDS. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 6. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 7. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. FAILURE TO DO SO WILL PLACE RESPONSIBILITY OF THE CONTRACTOR FOR CORRECTION. 8. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE -VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. 9. THE UTILITY LOCATIONS ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE USED FOR REFERENCE ONLY. UTILITY LOCATIONS AND ALL OTHER SUBSTRUCTURES SHALL BE FIELD VERIFIED BY DELINEATING THE WORK AREA AND CALLING THE APPROPRIATE UNDERGROUND SERVICE ALERT (USA) 811, A MINIMUM OF 48 HOURS IN ADVANCE AND CLEARED PRIOR TO THE BEGINNING OF ANY CONSTRUCTION WORK. 10. ALL CONCRETE SIDEWALKS OR CURBS TO BE REPLACED SHALL BE SAWCUT TO THE NEAREST TRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL JOINT OR WEAKENED PLANE JOINT AND REPLACED IN CONFORMANCE WITH THE APPLICABLE PROVISIONS OF THE CITY OF NEWPORT BEACH. EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS. 11. ALL P.C.0 AND A.C. PAVEMENT REMOVALS SHALL BE OUTLINE TO NECESSARY WORKING LIMITS AND SAWCUT PRIOR TO THE REMOVAL. ALL DEBRIS CREATED BY THE REMOVAL OPERATIONS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF AWAY FROM THE JOB SITE IN A MANNER AND AT A LOCATION ACCEPTABLE TO THE CITY OF NEWPORT BEACH. 12• ALL EXCAVATIONS SHALL BE IN ACCORDANCE WITH TITLE EIGHT (8) OF THE CALIFORNIA CODE OF REGULATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REQUIRED CALOSHA PERMIT FOR EXCAVATIONS OR TRENCHES FIVE (5) FEET IN DEPTH OF GREATER. TRENCH LIMITATIONS WILL BE GOVERNED BY THE CITY OF NEWPORT BEACH OR THE PERMITTING AGENCY. 13. THE CONTRACTOR SHALL MAINTAIN THE WORK AREA IN A NEAT, SAFE, CLEAN AND SANITARY CONDITION AT ALL TIMES AND TO THE SATISFACTION OF THE CITY OF NEWPORT BEACH. STREETS SHALL BE KEPT CLEAN OF DEBRIS, WITH DUST AND NUISANCE BEING CONTROLLED AT ALL TIMES. LOOSE EXCAVATED MATERIAL SHALL NOT BE PLACED OR STORED IN WATERWAYS. ALL EXCESS EXCAVATED SOIL_ AND MATERIALS SHALL BE REMOVED AND DISPOSED OF IN A PROPER AND LEGAL MANNER BY THE CONTRACTOR. 14, AT THE END OF EACH WORKING DAY AND AT THE TIMES WHEN CONSTRUCTION OPERATIONS ARE SUSPENDED FOR ANY REASON, THE CONTRACTOR SHALL REMOVE ALL EQUIPMENT, VEHICLES, MATERIAL, TRAFFIC CONTROL DEVICES, STOCKPILE OR ANY OTHER FORM OF OBSTRUCTION FROM THE RIGHT-OF-WAY. 15. ALL LANDSCAPING AND GRASS AREAS SHALL BE RESTORED TO ITS ORIGINAL PER THE PROJECT SPECIFICATIONS AND REPAIRED TO THE SATISFACTION OF THE CITY OF NEWPORT BEACH OR TO THE REGULATORY AGENCY HAVING JURISDICTION. 16, THE CONTRACTOR SHALL RESTORE ALL EXISTING SURFACE IMPROVEMENTS (INCLUDING BUT NOT LIMITED TO: HARDSCAPE, A.C., P.C.C., BRICK, ETC.) TO ITS ORIGINAL CONDITION TO THE SATISFACTION OF THE OWNER AND TO THE REGULATORY AGENCY HAVING JURISDICTION. 17. ALL NEW CATHODIC PROTECTION EQUIPMENT INSTALLATIONS TO BE FIELD LOCATED TO MINIMIZE IMPACT TO THE EXISTING SURFACE CONDITIONS AND AVOID CONFLICT WITH EXISTING UTILITIES OR SUBSTRUCTURES. LOCATIONS SHOWN ON THESE PLANS TO BE USED AS REFERENCE AND ARE APPROXIMATE. SHEET NO. SHEET INDEX DESCRIPTION 01 TITLE SHEET CATHODIC PROTECTION 02 NOTES, LEGEND & ABBREVIATIONS 03 OVERALL CATHODIC PROTECTION SITE PLAN 04 CATHODIC PROTECTION LAYOUT 1 05 CATHODIC PROTECTION LAYOUT II 06 CATHODIC PROTECTION LAYOUT III 07 CATHODIC PROTECTION LAYOUT IV 08 CATHODIC PROTECTION LAYOUT V 09 CATHODIC PROTECTION LAYOUT VI 10 CATHODIC PROTECTION LAYOUT VII 11 CATHODIC PROTECTION LAYOUT VIII 12 CATHODIC PROTECTION LAYOUT IX 13 CATHODIC PROTECTION LAYOUT X 14 CATHODIC PROTECTION DETAILS 1 15 CATHODIC PROTECTION DETAILS II 16 CATHODIC PROTECTION DETAILS III 17 CATHODIC PROTECTION DETAILS IV 18 CATHODIC PROTECTION DETAILS V 19 CATHODIC PROTECTION DETAILS VI APPROVAL RECOMMENDED: AEL,,J MI. SINACORI, P.E. ASNT CITY ENGINEER DATE: C-94S3-2 REACH # 1 - 36 730" WATER MAIN GENERAL NOTES, VICINITY MAP, LOCATION MAP i CITY OF NEWPORT BEACH W-5420-S PUBLIC WORKS DEPARTMENT SHEET 01 OF 19 CONSTRUCTION PHASES: EACH PHASE OF THE GALVANIC CATHODIC PROTECTION SYSTEM INSTALLATION CAN BE PERFORMED INDEPENDENTLY OR CONCURRENTLY. 1. INSTALL TEN (10) ANODE GROUND BEDS. 2. INSTALL TEN (10) COPPER -COPPER SULFATE REFERENCE ELECTRODES. 3. INSTALL TEN (10) DIP COUPONS. 4. INSTALL FIVE (5) ISOLATION FLANGE KITS. 5. INSTALL TWELVE (12) TEST STATIONS WITH TERMINAL BOARDS. 6. TRENCH AND ROUTE ANODE CABLES TO TEST STATIONS. 7. INSTALL BONDING CABLES INSIDE VALVE VAULT. 8. SURFACE RESTORATION OF ALL EXCAVATIONS/TRENCHES PER CITY OF NEWPORT BEACH STANDARD RESTORATION DETAILS. ADDITIONAL NOTES: 1. TRENCHING AND EXCAVATION NOTES: a. THE UTILITY LOCATIONS ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE USED FOR REFERENCE ONLY. UTILITY LOCATIONS AND ALL OTHER SUBSTRUCTURES SHALL BE FIELD VERIFIED. b. DELINEATE WORK AREA AND CALL THE APPROPRIATE UNDERGROUND SERVICE ALERT (USA) 811, 48 HOURS (NOT INCLUDING INITIAL DAY) PRIOR TO START OF WORK. c. TRENCH LIMITATIONS WILL BE GOVERNED BY THE PERMITTING AGENCY. d. NOTIFY THE LOCAL DISTRICT CONTACT AND THE REGION'S ENVIRONMENT SPECIALIST IF CONTAMINATED SOIL IS ENCOUNTERED OR SUSPECTED. e. ALL EXCAVATIONS SHALL BE IN ACCORDANCE WITH TITLE EIGHT (8) OF THE CALIFORNIA CODE OF REGULATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REQUIRED CALOSHA PERMIT FOR EXCAVATIONS OR TRENCHES FIVE (5) FEET IN DEPTH OR GREATER. 2. ANODE CABLES ARE TO BE INSTALLED AND SECURED WITHOUT DAMAGE TO THE INSULATION. 3. LOOSE EXCAVATED MATERIAL SHALL NOT BE PLACED OR STORED IN WATERWAYS. ALL EXCESS EXCAVATED SOIL AND MATERIALS SHALL BE REMOVED AND DISPOSED OF IN A PROPER AND LEGAL MANNER BY THE CONTRACTOR. ALL DISTURBED SURFACE AREAS SHALL BE SHAPED TO FACILITATE DRAINAGE AND AVOID PONDING AND RESTORED TO NEAR NATURAL OR PRE -CONSTRUCTION CONDITIONS. 4. INFORMATION ON EXISTING UTILITIES AND OTHER SUBSTRUCTURES SHALL BE OBTAINED FROM THE APPROPRIATE AGENCIES. ALL CONSTRUCTION SHALL BE DONE A MINIMUM 48 HOURS AFTER USA DIG CALL ALERTS HAVE BEEN MADE AND USA DIG HAS CLEARED THE AREA. 5. ADEQUATE SAFETY MEASURES SHALL BE MAINTAINED BY THE PROPER SCHEDULING OF PROPOSED INSTALLATIONS, IN ACCORDANCE WITH SECURED OR PROVIDED PERMITS. 6. ALL CONSTRUCTION SHALL CONFORM TO NACE STANDARDS AND PROJECT SPECIFICATIONS, AND SHALL BE AS PER APPROVED DRAWINGS. ALL THE PROPER PERMITS AS REQUIRED BY THE COUNTY MUST BE MET BEFORE BEGINNING THE FIELD INSTALLATION. ANODE INSTALLATION INSTRUCTIONS: 1. ANODE CABLES SHALL BE #12 AWG SINGLE CONDUCTOR STRANDED COPPER WITH HMWPE INSULATION. 2. ANODE HEADER CABLES SHALL BE #8 AWG SINGLE CONDUCTOR STRANDED COPPER WITH HMWPE INSULATION. 3. HIGH POTENTIAL MAGNESIUM ANODES SHALL BE USED. 4. THE ANODE GROUNDBED SHALL BE LOCATED BASED ON FIELD CONDITIONS. ANODES SHALL NOT BE CARRIED BY MEANS OF ANODE LEAD WIRES. DAMAGED ANODES SHALL BE REPLACED BY THE CONTRACTOR AT THEIR SOLE EXPENSE. ANODE SPACING SHALL BE AS SHOWN ON THE DRAWINGS. 5. UNDER NO CIRCUMSTANCES SHOULD THE ANODE LEAD WIRES BE CLAMPED OR PINCHED DURING LOWERING. CONSTRUCTION NOTES: OINSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 14 DSTATION INSTALL NEW TERMINAL BOARD IN NEW TEST - SEE DETAILS 1 & 4 ON SHEET 15 OINSTALL NEW TERMINAL BOARD IN NEW TEST STATION - SEE DETAILS 2 & 4 ON SHEET 15 OINSTALL NEW TERMINAL BOARD IN NEW TEST STATION - SEE DETAILS 3 & 4 ON SHEET 15 OINSTALL ISOLATION FLANGE KIT - SEE DETAILS 1 & 2 ON SHEET 18 6 INSTALL NEW TEST STATION - SEE DETAIL 5 ON SHEET 15 OINSTALL NEW CASING TEST STATION - SEE DETAIL 6 ON SHEET 15 8 BONDING IN EXISTING VAULT - SEE DETAIL 3 ON SHEET 18 OSURFACE RESTORATION PER STD STD 106-A TRENCH RESURFACING - SEE DETAIL 4 ON SHEET 18 10 INSTALL REFERENCE ELECTRODE AND DUCTILE IRON COUPON - SEE DETAIL 1 ON SHEET 14 GSIDEWALK RESTORATION PER STD STD 180 - SEE DETAIL 1 ON SHEET 19 12 SURFACE RESTORATION PER CITY OF COSTA MESA TRENCH DETAIL - SEE DETAIL 2 ON SHEET 19 13 RESTORE SIDEWALK PER CITY OF COSTA MESA DETAIL - SEE DETAIL 3 ON SHEET 19 GALVANIC ANODE CATHODIC PROTECTION TEST STATION SCHEDULE TEST STATION # STATION LOCATION AS -BUILT PIPE MATERIAL DIA (INCHES) QUANTITY OF ANODES REMARKS WEST NEWPORT OIL INSTALL INSULATING FLANGE, TEST TS #1 26+44.56 W_5232_S DUCTILE IRON 36 9 STATION, AND DISTRIBUTED VERTICAL COMPANY LAND ANODE GROUND BED TS #2 35+00 WEST NEWPORT OIL W 5232 S DUCTILE IRON 36 9 INSTALL TEST STATION AND DISTRIBUTED COMPANY LAND - - VERTICAL ANODE GROUND BED TS #3 44+50 WEST NEWPORT OIL W 5232 S DUCTILE IRON 36 9 INSTALL TEST STATION AND DISTRIBUTED COMPANY LAND - - VERTICAL ANODE GROUND BED TS #4 52+20 W 19TH ST W 5232 S DUCTILE IRON 36 9 INSTALL TEST STATION AND DISTRIBUTED - - VERTICAL ANODE GROUND BED TS #5 60+80 WHITTIER AVE S/O W W 5232 S DUCTILE IRON 36 9 INSTALL TEST STATION AND DISTRIBUTED 19TH ST - - VERTICAL ANODE GROUND BED TS #6 69+40 WHITTIER AVE S/O W 5232 S DUCTILE IRON 36 9 INSTALL TEST STATION AND DISTRIBUTED PARKHILL DR - - VERTICAL ANODE GROUND BED WHITTIER AVE S/O W INSTALL CASING TEST STATION AND TS #7 74+25 W_5232_S DUCTILE IRON 36 9 DISTRIBUTED VERTICAL ANODE GROUND 18TH ST BED TS #8 84+25 WHITTIER AVE N/O W W 5232 S DUCTILE IRON 36 9 INSTALL TEST STATION AND DISTRIBUTED 17TH ST - - VERTICAL ANODE GROUND BED TS #9 94+20 WHITTIER AVE S/O W 5232 S DUCTILE IRON 36 9 INSTALL TEST STATION AND DISTRIBUTED HAMPTON DR - - VERTICAL ANODE GROUND BED TS #10 101+02.75 W 16TH ST NEWPORT W 5232 S DUCTILE IRON 30 0 INSTALL TWO (2) INSULATING FLANGES, BEACH UTILITIES - - BONDING CABLES, AND TEST STATION TS #11 101+85.25 W 16TH ST NEWPORT W 5232 S DUCTILE IRON 30 0 INSTALL ONE (1) INSULATING FLANGE AND BEACH UTILITIES - - TEST STATION W 16TH ST NEWPORT INSTALL INSULATING FLANGE, TEST TS #12 103+63.72 W_5232_S DUCTILE IRON 30 9 STATION, AND DISTRIBUTED VERTICAL BEACH UTILITIES ANODE GROUND BED C-9438-2 U 0 Y Q 0 N i Ln N N 00 0 SEE SHEET 04 f� - 4 NOTES: 1. PIPELINE ROUTING SHOWN IS APPROXIMATE ONLY. TS# 11 SITE PLAN - REACH 1 PIPELINE SCALE: NTS �rT7# 72 + T L i , �l ■ CITY OF NEWPORT BEACH L m &2mrj rm am..d�1 LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE 0 PROPOSED CP TEST STATION CITY BOUNDARY C-9438-2 d4r A. - LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE EXISTING FLANGE EASEMENT PROPOSED VERTICAL ANODES p PROPOSED REFERENCE ELECTRODE AND COUPON PROPOSED CP TEST STATION CONSTRUCTION NOTES: OINSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 14 OINSTALL NEW TERMINAL BOARD IN NEW TEST STATION - SEE DETAILS 3 & 4 ON SHEET 15 OINSTALL ISOLATION FLANGE KIT - SEE DETAILS 1 & 2 ON SHEET 18 6 INSTALL NEW TEST STATION - SEE DETAIL 5 ON SHEET 15 10 INSTALL REFERENCE ELECTRODE AND DUCTILE IRON COUPON - SEE DETAIL 1 ON SHEET 14 M NOTES: 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. 36" DIP WATER PIPELINE m"v EMM� w — 3ii # (TYP) -Am- i� TS# 1 �o ' 26+44.56 CATHODIC PROTECTION LAYOUT I SCALE: NTS C-9438-2 b. Air , IF LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE EASEMENT PROPOSED VERTICAL ANODES ■ _ r . IF-- , - , ? � .0 14 i?^ -4 - ILIP -- ,� , �_ . t +- - f � if•- of ' ic.++ ++ _ _ ' ' + T r + J t - "� � J ■ Im I I 'ate w + I ;6� F �i _ _ _ _ r +i 11 r r it `�.�_ • - - ; + � _ ��� AL 1pr ip - Fj7- 4 � ■ I w ---a. -w f M { -�r +� 90 r _' L - � 6 pr�Lj■ � r op O PROPOSED REFERENCE ELECTRODE AND COUPON z_ - - - - ❑� PROPOSED CP TEST STATION CONSTRUCTION NOTES: OINSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 14 36" DIP WATER PIPELINE O2 INSTALL NEW TERMINAL BOARD IN NEW TEST STATION - SEE DETAILS 1 & 4 ON SHEET 15 OINSTALL NEW TEST STATION - SEE DETAIL 5 ON SHEET 15 SINSTALL REFERENCE ELECTRODE AND DUCTILE IRON COUPON - SEE DETAIL 1 ON SHEET 14 NOTES: 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. TS# 2 35+00 3' (TYP) W9, L r , r ■ .. jj CATHODIC PROTECTION LAYOUT II SCALE: NTS w JON-p t. � 4 v C-9438-2 LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE EASEMENT PROPOSED VERTICAL ANODES O PROPOSED REFERENCE ELECTRODE AND COUPON ❑� PROPOSED CP TEST STATION CONSTRUCTION NOTES: OINSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 14 DSTATION INSTALL NEW TERMINAL BOARD IN NEW TEST - SEE DETAILS 1 & 4 ON SHEET 15 OINSTALL NEW TEST STATION - SEE DETAIL 5 ON SHEET 15 GINSTALL REFERENCE ELECTRODE AND DUCTILE IRON COUPON - SEE DETAIL 1 ON SHEET 14 NOTES: 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. CATHODIC PROTECTION LAYOUT III SCALE: NTS C-9438-2 0 0 a) C I T Y LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE CITY BOUNDARY PROPOSED VERTICAL ANODES p PROPOSED REFERENCE ELECTRODE AND COUPON ❑� PROPOSED CP TEST STATION CONSTRUCTION NOTES: OINSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 14 OINSTALL NEW TERMINAL BOARD IN NEW TEST STATION - SEE DETAILS 1 & 4 ON SHEET 15 OINSTALL NEW TEST STATION - SEE DETAIL 5 ON SHEET 15 9 SURFACE RESTORATION PER STD STD 106-A TRENCH RESURFACING - SEE DETAIL 4 ON SHEET 18 GINSTALL REFERENCE ELECTRODE AND DUCTILE IRON COUPON - SEE DETAIL 1 ON SHEET 14 11 SIDEWALK RESTORATION PER STD STD 180 - SEE DETAIL 1 ON SHEET 19 NOTES: 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. r - f oLtLU 3' _ (TYP) 36" DIP WATER PIPELINE y CITY OF NEWPORT BEACH . ti CITY OF COSTA MESA a � r v N 1� i � R y �— iiA- - 1. w .r - 4 — : s : — — .. I'= CATHODIC PROTECTION LAYOUT IV SCALE: NTS L 19TH ST J C-9438-2 LEGEND (CATHODIC PROTECTION EXISTING PIPELINE PROPOSED VERTICAL ANODES O PROPOSED REFERENCE ELECTRODE AND COUPON ❑� PROPOSED CP TEST STATION CONSTRUCTION NOTES: OINSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 14 OINSTALL NEW TERMINAL BOARD IN NEW TEST STATION - SEE DETAILS 1 & 4 ON SHEET 15 OINSTALL NEW TEST STATION - SEE DETAIL 5 ON SHEET 15 GINSTALL REFERENCE ELECTRODE AND DUCTILE IRON COUPON - SEE DETAIL 1 ON SHEET 14 SSURFACE RESTORATION PER CITY OF COSTA MESA TRENCH DETAIL - SEE DETAIL 2 ON SHEET 19 GRESTORE SIDEWALK PER CITY OF COSTA MESA DETAIL - SEE DETAIL 3 ON SHEET 19 NOTES: ' 1 ti IL r 1 d6 19TH ST A. TS# 5 m1 60+80 3' (TYP) CATHODIC PROTECTION LAYOUT V 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM os SCALE: NTS FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. C-9438-2 LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE PROPOSED VERTICAL ANODES O PROPOSED REFERENCE ELECTRODE AND COUPON PROPOSED CP TEST STATION CONSTRUCTION NOTES: OINSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 14 O2 INSTALL NEW TERMINAL BOARD IN NEW TEST STATION - SEE DETAILS 1 & 4 ON SHEET 15 OINSTALL NEW TEST STATION - SEE DETAIL 5 ON SHEET 15 10 INSTALL REFERENCE ELECTRODE AND DUCTILE IRON COUPON - SEE DETAIL 1 ON SHEET 14 DSURFACE RESTORATION PER CITY OF COSTA MESA TRENCH DETAIL - SEE DETAIL 2 ON SHEET 19 SRESTORE SIDEWALK PER CITY OF COSTA MESA DETAIL - SEE DETAIL 3 ON SHEET 19 NOTES: f r wb { 9 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. v 0 If. 4 2 6 13 � 0 10 1 12 3' . 91 TSB 694 CATHODIC PROTECTION LAYOUT VI SCALE: NTS C-9438-2 LEGEND (CATHODIC PROTECTION EXISTING PIPELINE PROPOSED VERTICAL ANODES O PROPOSED REFERENCE ELECTRODE AND COUPON PROPOSED CP TEST STATION CONSTRUCTION NOTES: OINSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 14 O3 INSTALL NEW TERMINAL BOARD IN NEW TEST STATION - SEE DETAILS 2 & 4 ON SHEET 15 OINSTALL NEW CASING TEST STATION - SEE DETAIL 6 ON SHEET 15 8INSTALL REFERENCE ELECTRODE AND DUCTILE 8 IRON COUPON - SEE DETAIL 1 ON SHEET 14 SSURFACE RESTORATION PER CITY OF COSTA MESA TRENCH DETAIL - SEE DETAIL 2 ON SHEET 19 13 RESTORE SIDEWALK PER CITY OF COSTA MESA DETAIL - SEE DETAIL 3 ON SHEET 19 NOTES: 6" DIP WATER PIPELINE � - 431 3 � m +' < fill 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. rm d .6 a * 1 12 13 3 7 TS# 7 - 74+25 C= io I 3' l(TYP) I, ■ 1 CATHODIC PROTECTION LAYOUT VII 10 SCALE: NTS t -w- -� A C-9438-2 LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE PROPOSED VERTICAL ANODES O PROPOSED REFERENCE ELECTRODE AND COUPON ❑o PROPOSED CP TEST STATION CONSTRUCTION NOTES: OINSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 14 OINSTALL NEW TERMINAL BOARD IN NEW TEST STATION - SEE DETAILS 1 & 4 ON SHEET 15 OINSTALL NEW TEST STATION - SEE DETAIL 5 ON SHEET 15 GINSTALL REFERENCE ELECTRODE AND DUCTILE IRON COUPON - SEE DETAIL 1 ON SHEET 14 12 SURFACE RESTORATION PER CITY OF COSTA MESA TRENCH DETAIL - SEE DETAIL 2 ON SHEET 19 13 RESTORE SIDEWALK PER CITY OF COSTA MESA DETAIL - SEE DETAIL 3 ON SHEET 19 NOTES: 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. rh f �f � 1 . 9--m y 36" DIP WATER PIPELINE CATHODIC PROTECTION LAYOUT VIII SCALE: NTS W 17TH ST C-9438-2 36" DIP WATER PIPELINE LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE CITY BOUNDARY PROPOSED VERTICAL ANODES O PROPOSED REFERENCE ELECTRODE AND COUPON PROPOSED CP TEST STATION CONSTRUCTION NOTES: OINSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 14 O2 INSTALL NEW TERMINAL BOARD IN NEW TEST STATION - SEE DETAILS 1 & 4 ON SHEET 15 6 INSTALL NEW TEST STATION - SEE DETAIL 5 ON SHEET 15 TS# 9 94+20 i HAMPTON DR GINSTALL REFERENCE ELECTRODE AND DUCTILE ;N - IRON COUPON - SEE DETAIL 1 ON SHEET 14 , ; (TYP) h, ilk - - * e ♦ - L� ir 41 (T-�CATHODIC PROTECTION LAYOUT IX NOTES: 12 SCALE: NTS 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. C-9438-2 LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE EXISTING FLANGE CITY BOUNDARY PROPOSED VERTICAL ANODES O PROPOSED REFERENCE ELECTRODE AND COUPON PROPOSED CP TEST STATION CONSTRUCTION NOTES: OINSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 14 OINSTALL NEW TERMINAL BOARD IN NEW TEST STATION - SEE DETAILS 3 & 4 ON SHEET 15 OINSTALL ISOLATION FLANGE KIT - SEE DETAILS 1 & 2 ON SHEET 18 6 INSTALL NEW TEST STATION - SEE DETAIL 5 ON SHEET 15 OBONDING IN EXISTING VAULT - SEE DETAIL 3 ON SHEET 18 9 SURFACE RESTORATION PER STD STD 106-A TRENCH RESURFACING - SEE DETAIL 4 ON SHEET 18 10 INSTALL REFERENCE ELECTRODE AND DUCTILE IRON COUPON - SEE DETAIL 1 ON SHEET 14 GSIDEWALK RESTORATION PER STD STD 180 - SEE DETAIL 1 ON SHEET 19 NOTES: _ � y Ahirmw� Apr --qw 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. 15WNW1VJ CATHODIC PROTECTION LAYOUT X SCALE: NTS 3' TYP) t TS# 12 103+63.72 Ion C-9438-2 BURIED WARNING TAPE SEE DETAIL Q J6 NOTES: 1. LOCATE ANODE GROUNDBED APPROXIMATELY 5' AWAY FROM THE TEST STATION AND A MINIMUM OF 20' AWAY FROM ANY ADJACENT ANODE GROUNDBEDS. SILVER S CONNEC- SECURE WIT[ #12 AWG HI LEAD WIRE BACKFILL COMPOSITION 75% GYPSUM 20% BENTONITE 5% SODIUM SULPHATE 48LB. ANODE SPECS: INGOT WEIGHT: 48 LBS. PKGD WEIGHT: 96 LBS. INGOT DIMENSIONS: 5" X5" X 31" PKGD DIMENSIONS: 8" X 34" IMPORTANT NOTE: REMOVE PLASTIC/PAPER BAG FROM ANODE BEFORE INSTALLING. NATIVE SOIL ACKAGED BACKFILL =SIUM ALLOY INGOT NIZED STEEL CORE CLOTH BAG CHEMICAL COMPOSITION ELEMENT CONTENT % Al 0.010% Mn 0.50 - 1.30% Cu 0.02% MAX. Ni 0.001 % MAX. Fe 0.03% MAX. OTHER 0.30% MAX. Mg REMAINDER HIGH -POTENTIAL MAGNESIUM ANODE DETAIL SCALE: NTS SPLICE TO #8 AWG ANODE HEADER CABLE (TYP.) r2 SEE DETAIL Q J4 GRADE 34" (TYP.) 10" MIN (TYP) BACKFILL PRE -PACKAGED ANODES �48#HIGH-POTENTIAL MAGNESIUM WITH NATIVE SOIL ANODE (TYP.) SEE DETAIL Q J4 (_l__-�ANODE GROUNDBED DETAIL 14 i SCALE: NTS ANODE HEADER - CABLE #8 AWG HM) TERMINAL BOARD SEE DETAIL 1 2 3 15 15 15 TEST STATION 4811 `' d • d B ° 2' (TYP.) IR-FREE COUPON SEE DETAIL 3 16 0 5' REFERENCE ELECTRODE- SEE DETAILS rl y 2 17 17 2 LAYERS OF HALF -LAPPED PVC TAPE CABLE SPLICE DETAIL SCALE: NTS RESTORE TO EXISTING SURFACE CONDITIONS AS NECESSARY kYERS HALF -LAPPED 3BER SPLICING TAPE C-9438-2 TYPE RS 0.01 OHM SHUNT (TYP), 6 AMPS 1/8" THK COPPER BUS BAR ENGRAVED LABEL(TYP) TOGGLE SWITCH LABEL OR ENGRAVING (TYP) COPPER OR BRASS HARDWARE (TYP) TYPE RS 0.01 OHM SHUNT (TYP), 6 AMPS 1/8" THK COPPER BUS BAR F__ LABEL OR ENGRAVING (TYP) TYPE RS 0.01 OHM SHUNT (TYP), 6 AMPS COPPER OR BRASS HARDWARE (TYP) 1/8" THK COPPER BUS BAR STA. ##+#fl## RING CONNECTOR (TYP) STA.##+#### ENGRAVED LABEL (TYP) O PIPE O O o OUPON 0 � Co) 1/4" MICARTA OR PHENOLIC TOGGLE O PANEL 6" X 7" ANODE � O SWITCH #8 AWG/HMWPE DRAIN STRUCTURE LEAD (BLK) #12 AWG/THHN CASING CASING COUP REF PIPE rrr�_� O O COUPON (GREEN) O O O #8 AWG HMWPE (BLK) ANODE HEADER CABLE (TYP) #8 AWG/HMWPE STRUCTURE LEADS #12 AWG/THHN � ISOLATED SIDE (WHITE) COUPON (GREEN) #8 AWG/HMWPE #12 AWG/THHN #14 AWG RHH-RHW REFERENCE CABLE (YLW) TEST STRUCTURE LEAD (BLK) COUPON (GREEN) COPPER BUS BAR -- SHUNT - WASHER STA. ##+##.## / � RING CONNECTOR (TYP) 'OUPON o � O ANODE �Q O COUP REF PIPE ENGRAVED_ LABEL (TYP) - 1/4" MICARTA OR PHENOLIC PANEL 6" X 7" TOGGLE ANODE SWITCH -#8 AWG/HMWPE DRAIN cco STRUCTURE LEAD (BLK) TERMINAL BOARD TYPE 1 DETAIL SCALE: NTS SPRING LOCK WASHER PHENOLIC OR MICARTA ------- NUT (TYP. OF 3) COPPER WIRE LUG BOLT TERMINAL BOARD PLAN VIEW SCALE: NTS #12 AWG/THHN ISOL ISOL COUP REF PIPE COUPON (GREEN) o o no no ro #8 AWG HMWPE (BLK) ANODE HEADER CABLE (TYP) #8 AWG/HMWPE STRUCTURE LEADS ISOLATED SIDE (WHITE) ' #8 AWG/HMWPE TEST STRUCTURE LEAD (BLK) #12 AWG/THHN #14 AWG RHH-RHW COUPON (GREEN) REFERENCE CABLE (YLW) TERMINAL BOARD TYPE 2 DETAIL SCALE: NTS TERMINAL BOARD PIPE TEST CABLES (2) #8 AWG/HMWPE (BLK) EXOTHERMICALLY WELDED (ONLY AT LOCATIONS WITH ISOLATION FLANGE) NOTE: OTHER CP EQUIPMENT NOT SHOWN FOR CLARITY TRAFFIC RATED G05 FLUSH BOX OR EQUIVALENT WITH CAST IRON LID LABELED "CP TEST" -24" X 24" X 6" CONCRETE PAD GRADE UNPROTECTED PIPE TEST CABLES (2) #8 AWG/HMWPE (WHITE) EXOTHERMICALLY WELDED ONLY INSTALLED WHEN � INSULATING FLANGE EXISTS � ISOLATION FLANGE (WHERE INSTALLED PER PLANS) WATERLINE PROPOSED TEST STATION INSTALLATION DETAIL SCALE: NTS LABEL OR ENGRAVING (TYP) COPPER OR BRASS � HARDWARE (TYP) RING CONNECTOR (TYP) _1/4" MICARTA OR PHENOLIC PANEL 6"X7" #8 AWG/HMWPE DRAIN STRUCTURE LEAD (BLK) #12 AWG/THHN COUPON (GREEN) #8 AWG HMWPE (BLK) ANODE HEADER CABLE (TYP) #8 AWG/HMWPE TEST STRUCTURE LEAD (BLK) #14 AWG RHH-RHW REFERENCE CABLE (YLW) TERMINAL BOARD TYPE 3 DETAIL SCALE: NTS TERMINAL BOARD PIPE TEST CABLES (2) #8 AWG/HMWPE (BLK) EXOTHERMICALLY WELDED NOTE: OTHER CP EQUIPMENT NOT SHOWN FOR CLARITY VVP'x 1 LI\LIIVL TRAFFIC RATED G05 FLUSH BOX OR EQUIVALENT WITH CAST IRON LID LABELED "CP TEST" -24" X 24" X 6" CONCRETE PAD CASING L' L_ CASING TEST CABLES (2) #8 AWG/HMWPE (WHITE) EXOTHERMICALLY WELDED PROPOSED CASING TEST STATION INSTALLATION DETAIL JS #7 SCALE: NTS C-9438-2 REMOVE PIPELINE COATING FILE PIPE TO BRIGHT METAL AND DRY ANY MOISTURE WITH A TOWEL. STEP 2 REMOVE SLAG WITH HAMIV STEP 1 STRIP INSULATION FROM WIRE (SEE NOTE NO. 1) HOLD WELDER FIRM' " IN PLACE WHILE MAKING CONNECTIO STEP 4 I:/_101911 GRAPHITE MOLD WELDED BRACKET 3" TO 4" STEP 3 STEP 5 MOLD COVER ILY SPARK GUN !NY FROM OPERATOR COAT CONNECTION WITH BITUMINOUS COMPOUND STARTING POWDER WELD METAL METAL DISK COPPER WIRE WITH HMWPE INSULATION EXOTHERMIC WELD HORIZONTAL SURFACE CABLE TO PIPE CONNECTIONS (TYPICAL SCALE: NTS EXOTHERMIC WELD NOTES: 1. REVIEW AND FOLLOW ALL MANUFACTURER INSTRUCTIONS, INCLUDING SAFETY PRECAUTIONS, CONSUMABLE MATERIAL SELECTION, STRUCTURE TYPE, PIPE DIAMETER, STRUCTURE SHAPE, CONNECTION ORIENTATION, SURFACE PENETRATION, AND CABLE SIZE. 2. ALL CONSUMABLES MUST BE COMPATIBLE WITH AND WHERE SUITABLE, MANUFACTURED BY THE SAME MANUFACTURER AS THE CONNECTION SYSTEM. 3. CHECK ADHERENCE OF THE BOND OF THE SUBSTRATE FOR MECHANICAL INTEGRITY BY PULLING AND APPLYING STEADY TENSION ON THE CABLE WHILE STRIKING THE SIDE OF THE WELD ONCE WITH A 2-POUND HAMMER WITH A SHEARING BLOW. DO NOT STRIKE THE COPPER CONDUCTOR. 4. ANY CONNECTIONS THAT BREAK LOOSE OR SHOW SIGNS OF POOR QUALITY SHALL BE REMOVED AND REPLACED WITH A SOUND CABLE -TO -STRUCTURE CONNECTION. 5. COAT ALL EXPOSED WIRE, COPPER, AND WELD METAL, AND EXPOSED PIPE SURFACE. 4 ALI,� 9IA.URIEDCA1h�' DIRECT BURIAL WARNING TAPE SCALE: NTS THNN No. 12 — 0 0 Wire Stranded 25 feet Strip of Insulation—+ ' I Soldered in place Easy Installation Using an auger, bore a hole to the horizontal center line of the pipeline, about 4 to 12 inches away from the pipeline. Then, lower the coupon into the hole by its wires. Drop native soil in the hole until about 1-1/2'' to 2" (inches) of soil is packed over the coupon, so that it will remain outside of the PVC tube. Install the PVC tube 1-1/2" to 2'' (inches) above the coupon, with the wires outside the tube. Then fill the tube with native soil, which should be saturated with water and thoroughly packed to remove excess air. Install the No. 12 color coded wires along the outside of the PVC tube and insert through a hole at the base of the adjacent test station. Drill a hole in the test station just below grade level to accomodate the wire. Then, connect one of the color coded coupon wires to the structure test wire by direct connection or through a jumper bar at the test station box. Easy Measurement After the coupon has been polarized, insert a half -cell into the top of the PVC tube, contacting the compacted soil above the coupon. Connect a LC-4 selectable voltmeter to the color coded coupon wire and the half -cell. An IR-free potential reading is obtained by breaking the connection between the coupon wire and the structure test wire, usually through the jumper bar, interrupting cathodic protection to the coupon. Take a potential measurement one to two seconds after breaking the coupon connection. C00075 Carbon 0.155 sq in (lcmz) COU100 1.55 sq in (10CM2) COU170 1.353 sq in (8.73cM2) COU220 1.55 sq in (10cm2) COU425 15.5 sq in (100cm2) Two holes —+ ductile iron o B60„ Potted to Seal COU200 1.55 sq in (10crw) mi Wires I« so0­q O`?�p11 tNc� COU300 1 r� tiF� • • U � N :E Coupon Specifications* •THHN No. 12 stranded wire p • 3M potting compound COU350 *Coupons can be customized to your 11640 US Highway 1 specifications. Optional alloy and surface Sebastian, FL 32958 area designs are encouraged. 772-794-9448 Fax 772-794-9908 www.mcmiller.com Instruments and Equipment for the Corrosion Engineer (-3IR-FREE COUPON QJ6SCALE: NTS C-9438-2 0 0 C O Y a Ln N N 00 O LJ z J W to C Cn N DAB Iv Steltho 1 Cu-CuSO4 WATER & BURIED ED IL OR H Dun,SUBMERGED APPLICATIONS REFERENCE TE ELECTRODE MANUFACTURING,MANUfACTURING,INC. MODEL SRE-002-CFY Installation Instructions Stelth° 1 CU-CUSO4 Model SRE-002-CFY with "Moisture Retention Membrane" Remove the plastic bag from the Stelth 1 reference electrode just prior to installation. There will be I� moisture if not actual water in this plastic bag. This is intentional as each cell is saturated with distilled water prior to shipment. (We do this to give you a reference cell that will instantly fire up when installed. There will be no waiting for several hours, which was the standard operating procedure in the past.) Always try to install the Stelth 1 reference cell below the frost line in a buried installation and in a water tank below the frozen surface mass. (In frozen soil or frozen water conditions, reliable potential readings are almost always impossible to obtain. You can obtain good readings year round by installing the Stelth 1 reference electrode in non frozen areas). 9 4e FOR BURIED APPLICATIONS: ow 1. Bore a hole 2 inches in diameter and deep enough to place the Stelth 1 reference cell level with, or below the spring line (horizontal centerline) of the structure and between 3" and 24" .14W from the structure. 2. Remove the cap from the Stelth 1 reference electrode to expose the ceramic sensing area. 3. Pre-soak the Stelth 1 electrode in a clean bucket of fresh potable water just prior to installation for 20 to 30 seconds. Place the Stelth 1 cell in the hole, at the correct level and then pour the remaining water in the bucket in the hole over the Stelth 1 reference cell. (This procedure is important because we are creating a condition for the surrounding soil and backfill to penetrate and lock into the pores of the Stelth 1 cell, giving you the best chance for a reduced IR reading possible. Also, the backfill will easily compact around the electrode with this water present). 4. Immediately after soaking and placing the Stelth 1 in the hole, proceed to backfill with native soil ONLY. Do not use clean / washed sand (unless the sand is the native soil such as in tank bottom installations). After backfilling with the native soil, lightly tamp backfill by hand to ensure good compaction. (NOTE: There is absolutely no requirement for any other backfill other than the native soil. Therefore plasters, bentonite, etc. are not required nor are they in any way recommended. In fact, they will only add significantly to any IR problems that may exist.) FOR WATER TANK APPLICATIONS: 1.215" (31 mm) 1.215" (31 m m) Specifications: 1" (26 mm) diameter 8.25" (210 mm) There is no need to presoak the Stelth 1 reference electrode. The wire connection, to the electrode, is the strongest point over the length of the wire and you do not have to worry about placing a normal load on this connection. Do not forget to REMOVE the plastic 1 . Wire = #14 RHH-RHW Yellow Tray Cable 8. Laboratory Grade Chemistry cap from the Stelth 1 reference electrode to expose the ceramic sensing area. (low density cross -linked polyethelyne) 9. High -Impact ABS, Ceramic with Moisture Retention Membrane CAUTION: If the Stelth 1 reference electrode is being used to control your rectifier, make sure that the device reading the reference 2. Concentrated Chloride Sulfate Reservoir 10. Stability ±5 mV vs. standard cell has at least 20 MQ of internal impedance. If not, you will be driving an excessive amount of current through the electrode, which 3. Hydrogen Sulfide Ion Trapping Chemistry 11. Working Temperature Range +32T to +176T (0°C to 80°C) will destroy it or any other electrode placed in the same circumstances. Generally older equipment, dating back to the 1970s, had very low internal impedances. Older SCADA systems almost always cannot handle this application correctly. 4. 99.9% Pure Copper Reference Element 12. o 0 0 0 Material Temperature Range -60 F to +185 F (-51 C to 85 C) 5. Hydrogen Sulfide Indicators 13. Infinite shelf life, infinate stability 1. Run the lead wire attached to the Stelth 1 reference electrode to a separate terminal in your test station or rectifier. 6. Hydrocarbon Indicators 14. Warranty: 30 Years 2. Attach an additional wire to the structure. 3. Run this wire from the structure to another terminal in the test station or rectifier. Don't connect these wires together. (By 7. Expanded Reference Element connecting these two wires together you may possibly create a condition where current is allowed to pass through the reference cell causing its ultimate failure). SPECIAL NOTICE 1: The Stelth 1 reference electrode has been specifically designed to be used in both dry soil and water saturated conditions (water tanks). In buried applications the Stelth 1 will hibernate when the soil dries up and there is no circuit to provide an electrical path. The cell will awaken when moisture returns to the soil and a circuit can be re-established. SPECIAL NOTICE 2: The Stelth 1 reference electrode, model SRE-002-CFY has an infinite shelf life. © BORIN Manufacturing 1 5741 Buckingham Parkway, Unit B, Culver City, CA 90230, USA 1 310-822-1000 1 Fax: 310-338-3434 1 www.borin.com 1 2016-11-26 REFERENCE ELECTRODE INSTALLATION INSTRUCTIONS SCALE: NTS n n Li F)Ci MANUFACTURING, INC. STELTHI 1 Cu-CuSO, Reference Electrode Model SRE-002-CFY Not to scale For instructional use only I Revised: December 6, 2016 e Registered Trademark of BORIN Manufacturing 1 5741 Buckingham Pkwy Unit B, Culver City, CA 92102 1 (310) 822-1000 1 www.borin.com REFERENCE ELECTRODE SCALE: NTS C-9438-2 0 E a N O I Ln N N 00 O w z J w a_ .o U Q w ry i I Cn a� STEEL WASHER INSTALL INSULATING FLANGE KIT 1 2 Ql !8 18 � 'DIP Z TYPE "E" GASKET RETAINER RING: NEMA LI-1 GRADE G-10 GASKET SEAL: NITRILE STEEL WASHER II14%-.) TING WASHER NEMA LI-1 GRADE G-10 INSULATING SLEEVE NEMA LI-1 GRADE G-10 INSULATING WASHER NEMA LI-1 GRADE G-10 ISOLATION FLANGE KIT SCALE: NTS (2) #4 AWG HMWPE BOND CABLES EXOTHERMICALLY WELDED (—j--� 16 QO d O 4 d ° d O ol O O 0 0 o o 0 0 0 O 0 0 o 4 da d d d a d a d � d d � a a a a d a d d a d a d ou JIP WATER PIPELINE :3 30" DIP WATER PIPELINE PUMP STATION INLET LINE VALVE VAULT CP EQUIPMENT DETAIL SCALE: NTS CTDDI \A/A(ZWF:R /TVD 1 IAIC%I 11 ATIA I/1 I A I A C%1 Irl—% /T\/Pl X INSULATION FLANGE KIT INSTALLATION SCALE: NTS TYPES OF PAVEMENT REPLACEMENT 1. TRENCH RESURFACING IN PORTLAND CEMENT CONCRETE PAVEMENT SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-13, EXCEPT THAT CONCRETE SHALL BE 8" THICK MINIMUM CLASS 560—C-3250 AND #4 DOWEL, 18" O.C. WITH EPDXY COATING. 2. TRENCH RESURFACING IN ASPHALT CONCRETE PAVEMENT SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-13, EXCEPT THAT: A. ASPHALT CONCRETE SHALL BE PLACED IN LIFTS NOT TO EXCEED 4" THICK. B. APPLY TACK COAT AND FEATHER NEW PAVEMENT AS NECESSARY TO SEAL THE CONTACT JOINT AND ELIMINATE PAVEMENT DEPRESSIONS WITHIN 1' OF THE CONTACT JOINT. *C. COLD PLANE EXISTING PAVEMENT (1" BELOW EXISTING A.C. SECTION). EXACT WIDTH TO BE DETERMINED BY THE FIELD ENGINEER. ** NO PIECES LESS THAN 5' WIDE BETWEEN PATCH AND NEAREST JOINT OR CURB AND GUTTER, REFER TO STD 106-8. EXISTING A.C. PAVEMENT** 18" MIN 18" MIN VARIES* TRENCH WIDTH VARIES* VARIES CONTACT JOINT 12" \ PIPE O.D. ASPHALT TRENCH RESTORATION EXISTING P.C.C. PAVEMENT** CONTACT TRENCH WIDTH JOINT VARIES 6" 6" EXISTING A.C. — PAVEMENT** EPDXY COATED #4 DOWEL 1" J EXISTING P.C.C. J PAVEMENT** A.C. BASE COURSE SHALL BE 1" THICKER THAN EXISTING A.C. SECTION WITHIN TRENCH (95% MIN COMPACTION) PIPE BEDDING AND BACKFILL PER STD 323 OR AS DETERMINED BY THE ENGINEER '8" MIN 1 . PIPE O.D. 12" CONCRETE TRENCH RESTORATION NOTE: STREETS/ALLEYS RECENTLY SLURRY SEALED, OVERLAID, OR RECONSTRUCTED SHALL REQUIRE EXTENSIVE PAVEMENT RESTORATION PER STD 106—D. FORMER CITY STANDARD PLAN NUMBER (2004 EDITION): STD 105—L—B APP. Y •V. 51568 11/24/2020 CITY ENGINEER RCE DATE I NO. I DATE I DESCRIPTION OF REVISIONS CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS STANDARD DRAWING NO. DRAWN: P. KHARAZMI TRENCH RESURFACING 106-A DATE: 11/5/2020 SHEET 1 OF 1 STD 106-A TRENCH RESURFACING SCALE: NTS BOLT C-9438-2 10' OR VARIES NOTES: 1. R=25' FOR COMMUTER STREETS I °° AND 35' FOR ARTERIAL STREETS ; UNLESS OTHERWISE SPECIFIED. ° A/3 2. CONCRETE SHALL BE 560—C-3250. 3. LANDSCAPE PARKWAY WITH STREET A/3 TREES REQUIRED WHEN DISTANCE A/3 FROM CURB FACE TO PROPERTY LINE a EXCEEDS 6' IN RESIDENTIAL AREAS. ° CONCRETE SIDEWALK IN COMMERCIAL ° AREAS WITH STREET TREES. � R ° WEAKENED -�� PLANE' a a aJOINTS ad °Q d 10' OR VARIES a a a %" EXPANSION JOINT MATERIAL (TYP) %" EXPANSION JOINT MATERIAL (TYP) EDGE OF GUTTER TOP OF CURB BACK OF CURB CURB ACCESS RAMP PER STD 181 CURB RETURN AREA R �— 10' TYPICAL PARKWAY j— 4' MIN SIDEWALK — SEE NOTE 3 2% MAX 4" MIN PCC NAATIVE�SOIL TYPICAL SECTION WEAKENED PLANE JOINTS 1" SAWED, QUICK —JOINT OR EQUAL f8,—I-8,--I--8,—I-8,— PLAN RING OR CONCRETE WALK WEAKENED PLANE JOINTS & EXPANSION JOINTS FORMER CITY STANDARD PLAN NUMBER (2004 EDITION): STD 180—L APP. Y t —51568 11/24/2020 CITY ENGINEER RCE DATE NO. DATE DESCRIPTION OF REVISIONS CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS STANDARD DRAWING NO. DRAWN: P. KHARAZMI DATE: 11/3/2020 SIDEWALK DETAIL 180 SHEET 1 OF 1 STD 180 SIDEWALK DETAIL SCALE: NTS SAWCUT FULL EXTENDED REMOVAL DEPTH (SEE NOTE 2) REPLACEMENT PAVEMENT A.C. OR P.C.C. (B) �j I (A BACKFILL ZONE SEE NOTES 4 & 5 PIPE ZONE SEE NOTE 3 r. NOTES: 36" (900 MM) MIN. 8" (200 MM) MINIMUM A.C. EXISTING 1 PAVEMENT (25 +MM) \T— (B) (A) (8) UNDER 24" 12" (300 MM) 24" AND OVER 18" (450 MM) 12" MIN. WARNING TAPE (301 MM} (OPTIONAL) 6"MIN. (200 MM) 6" MIN. (150 MM) UNDISTURBED SUBGRADE • SEE SHEET 2 OF 2 CITY OF COSTA MESA PUBLIC SERVICES DEPARTMENT APPROVED BY: [RftESTO FILE NAME: STD-813.DWG TRENCH DETAIL ENONEER wlLL" REVISED: • STD. DWG. NO. i °Z 813 Irl OOKCTOR OF ►1IR1C SCROCES SHT. 1 OF 2 CITY OF COSTA MESA TRENCH DETAIL SCALE: NTS If Lou Than 3'� I/ / / I / Y•./_l1 L Sr X 2" Saacut Wecloer»d PI wo Joint (Typical) R `IIIIIIIIIIIIIP1`%/ MAW Am 44 MIN-; /AA �— Be 5quors4 OR By Saw Cuts Normal To The Cs~lins. z_ r z I WL `�t3 I LA=Tnan 3' 6. SAW CUT 2 in DEPTH 3' MIN. �tEA OF CONC. RFD l "'1 EXCAVATION 0 S L (� EXIST.Cl TYPICAL EXCAVATION SECTION SEE NOTE 2 LEGEND EXCAVATION ® AREA OF CONCRETE PAVEMENT TOLE SAW CUT AND REPLACED /8" X 2" SAW CUT SAW CUT 2 K DEPTH NOTES= ' 1. CONCRETE PAVEMENTSHALL NOT BE CUT WITHWT PRIOR APPROVAL FROM THE CITY ENGINEER. 2. EXCAVATION SK L.L ALSO CONFORM TO THE REQUIREMENTS OF STD. DWG 813. 3 THE EXTENT OFR&IR OF CONCRETV CUTS NOT SHOWN ON THIS STANDARD OR DF CUTS MADE WITHIN THREE FEET OF EXISTING P14TCWS,CRACKS OR CETERIORATED SLABS SHALLBE DETERMINED BY THE CITY ENGINEER. 4. ALL CONCRETE WORK SHALL CONFORM TO THE CURRENT EDITION OF THE SMV4DARO SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND -CITY OF COSTA MESA STANDARD DRAWINGS. 5. ALL TRANSVERSE AND LONGITUDINAL JOINTS AND OUTER EDGES OF PA\VAENT WHICH ARE PART OF THE REPLACED CONCRETE SHALL BE EDGED WITH AN EDGING TOOL HAVING A RADIUS OF 1/4" AND IN ACCORDANCE WITH UTY STANDARD DRAWINGS, E. REPLACED CONCRETE THAT JOINS A SAWED EDGE OF THE EXISTING PAVEMENT SHALL BE TOOLED. 7. REPLACED CCNCfETE SHALL FE PNISHFD TO THE SOME SURFACE TEXTURE AS THAT OF AD.IACENT EXISTING CONCRETE. 8 THE LIMITS OF REMOVAL AND REPLACEMENT IN THE TRAVELLED WAY SHALL BE DETERMINED BY THE CITY ENGINEER. 3. DOVrELLING MAY BE REQUIRED AS DIRE-TED BY THE CITY ENGINEER. ICi ALL RNOALS IN CROSS GUTTERS SHALL BE ALONG EXPANSION CR WEAKENED PLAok JONT5 PER STD DING, 415. CITY OF COSTA MESA CONCRETE PAVEMENT OIIAMM �,P.R. REPLACEMENT ' $CAL I NINE CALIF�ORNIA SM DWG. NOL PUBLIC SERVICES DMRTMENT APPROVE QAT9j�'3 d`� 8 1 2 WWM 0. MATTRRN a.C.c. $$Saa CITY OF COSTA MESA SIDEWALK DETAIL SCALE: NTS C-9438-2 . r ' . . . . . . . . . . . . . . ! Y r VICINITY ABBREVIATIONS (IN ADDITION TO GREENBOOK SECTION 1-3.2) APN ASSESSOR'S PARCEL NUMBER APPROX APPROXIMATE AWG AMERICAN WIRE GAUGE AVE AVENUE BLVD BOULEVARD BOM BILL OF MATERIALS CNL CANNOT LOCATE CP CATHODIC PROTECTION CULV CULVERT DET DETAIL DIA DIAMETER DIST DISTRIBUTION DWY DRIVEWAY E EAST EASE EASEMENT ELEV ELEVATION FH FIRE HYDRANT FIG FIGURE FLG FLANGE FWY FREEWAY GACP GALVANIC ANODE CATHODIC PROTECTION HMWPE HIGH MOLECULAR WEIGHT POLYETHYLNE HWY HIGHWAY IFK INSULATING FLANGE KIT LN LANE LOG LOCATION MAX MAXIMUM MH MANHOLE MIN MINIMUM MISC MISCELLANEOUS N NORTH NACE NATIONAL ASSOCIATION OF CORROSION ENGINEERS CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG NTS OCSD P PKWY QTY RD REV RTE RIW S SHT SPEC ST STA STL TCP TEMP TYP UG USA V W WV WI WIO r_ PAt icdI PT' NOT TO SCALE ORANGE COUNTY SANITATION DISTRICT PIPELINE PARKWAY QUANTITY ROAD REVISION ROUTE RIGHT OF WAY SOUTH SHEET SPECIFICATION STREET STATION STEEL TRAFFIC CONTROL PLAN TEMPORARY TYPICAL UNDERGROUND UNDERGROUND SERVICE ALERT VALVE WATER WATER VALVE WITH WITHOUT \LIFOR�% PUBLIC WORKS DEPARTMENT CATHODIC PROTECTION UPGRADES PROJECT 18" JAMBOREE ROAD WATER MAIN APPROVED: *V, N tno L CONTRACT NO. C-9483-2 PROJECT NO. 24W1 1 DAVID A. WEBB, PUBLIC WORKS DIRECTOR DATE: APPROVED: DATE: JIM HOULIHAN, P.E., DEPUTY PWD i CITY ENGINEER LEGEND (CATHODIC PROTECTION EXISTING PIPELINE © EXISTING CP TEST STATION © PROPOSED CP TEST STATION H EXISTING FLANGE PROPOSED VERTICAL ANODES 0 PROPOSED REFERENCE PROBE orrpro° APPROVED: SARVJIT SINGH, ENGINEERING MANAGER EMERGENCY TELEPHONE NUMBERS DAY NIGHT SOUTHERN CALIFORNIA GAS COMPANY (800) 427--2200 SOUTHERN CALIFORNIA EDISON COMPANY (800) 611-1911 AT&T TELEPHONE COMPANY (800) 332-1321 CITY OF NEWPORT BEACH UTILITIES DEPARTMENT (949) 644-3011 (949) 644-3717 ORANGE COUNTY SANITATION DISTRICT (714) 962-2411 MESA WATER DISTRICT (949) 631-1200 SPECTRUM (833) 949-0036 COX COMMUNICATIONS (844) 780-6054 CROWN CASTLE (888) 632-0931 MCI VERIZON BUSINESS (844) 780-6054 DATE: 8-12-25 GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2015 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3_ ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS, UNLESS NOTED OTHERWISE. 4. P.C.C. SHALL BE CLASS 560—C-3250 UNLESS NOTED OTHERWISE. 5. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VAULTS, WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE PER CITY STANDARDS. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 6. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 7. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. FAILURE TO DO SO WILL PLACE RESPONSIBILITY OF THE CONTRACTOR FOR CORRECTION. 8. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE —VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. 9. THE UTILITY LOCATIONS ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE USED FOR REFERENCE ONLY. UTILITY LOCATIONS AND ALL OTHER SUBSTRUCTURES SHALL BE FIELD VERIFIED BY DELINEATING THE WORK AREA AND CALLING THE APPROPRIATE UNDERGROUND SERVICE ALERT (USA) 811, A MINIMUM OF 48 HOURS IN ADVANCE AND CLEARED PRIOR TO THE BEGINNING OF ANY CONSTRUCTION WORK. 10. ALL CONCRETE SIDEWALKS OR CURBS TO BE REPLACED SHALL BE SAWCUT TO THE NEAREST TRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL JOINT OR WEAKENED PLANE JOINT AND REPLACED IN CONFORMANCE WITH THE APPLICABLE PROVISIONS OF THE CITY OF NEWPORT BEACH. EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS. 11. ALL P.C_C AND A.C. PAVEMENT REMOVALS SHALL BE OUTLINE TO NECESSARY WORKING LIMITS AND SAWCUT PRIOR TO THE REMOVAL. ALL DEBRIS CREATED BY THE REMOVAL OPERATIONS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF AWAY FROM THE JOB SITE IN A MANNER AND AT A LOCATION ACCEPTABLE TO THE CITY OF NEWPORT BEACH. 12. ALL EXCAVATIONS SHALL BE IN ACCORDANCE WITH TITLE EIGHT (8) OF THE CALIFORNIA CODE OF REGULATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REQUIRED CALOSHA PERMIT FOR EXCAVATIONS OR TRENCHES FIVE (5) FEET IN DEPTH OF GREATER. TRENCH LIMITATIONS WILL BE GOVERNED BY THE CITY OF NEWPORT BEACH OR THE PERMITTING AGENCY. 13. THE CONTRACTOR SHALL MAINTAIN THE WORK AREA IN A NEAT, SAFE, CLEAN AND SANITARY CONDITION AT ALL TIMES AND TO THE SATISFACTION OF THE CITY OF NEWPORT BEACH. STREETS SHALL BE KEPT CLEAN OF DEBRIS, WITH DUST AND NUISANCE BEING CONTROLLED AT ALL TIMES. LOOSE EXCAVATED MATERIAL SHALL NOT BE PLACED OR STORED IN WATERWAYS. ALL EXCESS EXCAVATED SOIL AND MATERIALS SHALL BE REMOVED AND DISPOSED OF IN A PROPER AND LEGAL MANNER BY THE CONTRACTOR. 14. AT THE END OF EACH WORKING DAY AND AT THE TIMES WHEN CONSTRUCTION OPERATIONS ARE SUSPENDED FOR ANY REASON, THE CONTRACTOR SHALL REMOVE ALL EQUIPMENT, VEHICLES, MATERIAL, TRAFFIC CONTROL DEVICES, STOCKPILE OR ANY OTHER FORM OF OBSTRUCTION FROM THE RIGHT-OF-WAY. 15. ALL LANDSCAPING AND GRASS AREAS SHALL BE RESTORED TO ITS ORIGINAL PER THE PROJECT SPECIFICATIONS AND REPAIRED TO THE SATISFACTION OF THE CITY OF NEWPORT BEACH OR TO THE REGULATORY AGENCY HAVING JURISDICTION. 16, THE CONTRACTOR SHALL RESTORE ALL EXISTING SURFACE IMPROVEMENTS (INCLUDING BUT NOT LIMITED TO: HARDSCAPE, A.C., P.C.C., BRICK, ETC.) TO ITS ORIGINAL CONDITION TO THE SATISFACTION OF THE OWNER AND TO THE REGULATORY AGENCY HAVING JURISDICTION. 17, ALL NEW CATHODIC PROTECTION EQUIPMENT INSTALLATIONS TO BE FIELD LOCATED TO MINIMIZE IMPACT TO THE EXISTING SURFACE CONDITIONS AND AVOID CONFLICT WITH EXISTING UTILITIES OR SUBSTRUCTURES. LOCATIONS SHOWN ON THESE PLANS TO BE USED AS REFERENCE AND ARE APPROXIMATE. APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: 04 0/1 MARK VUKOJEVIC, P.E. Mi AEL J. SINACORI, P.E. DIRECTOR £ ASSISIOT CITY ENGINEER UTILITIES DEPARTMENT DATE. 8-1 9 - Z 5- DATE: $ "2-8 - Z5 SHEET NO. 01 02 03 04 05 06 SHEET INDEX DESCRIPTION TITLE SHEET CATHODIC PROTECTION NOTES, LEGEND & ABBREVIATIONS OVERALL CATHODIC PROTECTION SITE PLAN CATHODIC PROTECTION DETAILS I CATHODIC PROTECTION DETAILS 11 CATHODIC PROTECTION DETAILS III C-9483-2 18" JAMBOREE ROAD WATER MAIN GENERAL NOTES, VICINITY MAP, LOCATION MAP CITY OF NEWPORT BEACH W-5417-S PUBLIC WORKS DEPARTMENT SKEET 01 of OB CONSTRUCTION PHASES: EACH PHASE OF THE GALVANIC CATHODIC PROTECTION SYSTEM INSTALLATION CAN BE PERFORMED INDEPENDENTLY OR CONCURRENTLY. 1. INSTALL TWO (2) ANODE GROUND BEDS. 2. INSTALL TWO (2) COPPER -COPPER SULFATE REFERENCE PROBES. 3. INSTALL ONE (1) NEW TEST STATION. 4. INSTALL TWO (2) TEST STATION TERMINAL BOARDS AND ABANDON IN PLACE EXISTING ANODE. 5. TRENCH AND ROUTE ANODE CABLES TO TEST STATIONS. 6. RESTORE SURFACE CONDITIONS TO EXISTING CONDITION AFTER WORK IS COMPLETED. ADDITIONAL NOTES: 1. TRENCHING AND EXCAVATION NOTES: a. THE UTILITY LOCATIONS ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE USED FOR REFERENCE ONLY. UTILITY LOCATIONS AND ALL OTHER SUBSTRUCTURES SHALL BE FIELD VERIFIED. b. DELINEATE WORK AREA AND CALL THE APPROPRIATE UNDERGROUND SERVICE ALERT (USA) 811, 48 HOURS (NOT INCLUDING INITIAL DAY) PRIOR TO START OF WORK. c. TRENCH LIMITATIONS WILL BE GOVERNED BY THE PERMITTING AGENCY. d. NOTIFY THE LOCAL DISTRICT CONTACT AND THE REGION'S ENVIRONMENT SPECIALIST IF CONTAMINATED SOIL IS ENCOUNTERED OR SUSPECTED. e. ALL EXCAVATIONS SHALL BE IN ACCORDANCE WITH TITLE EIGHT (8) OF THE CALIFORNIA CODE OF REGULATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REQUIRED CALOSHA PERMIT FOR EXCAVATIONS OR TRENCHES FIVE (5) FEET IN DEPTH OR GREATER. 2. ANODE CABLES ARE TO BE INSTALLED AND SECURED WITHOUT DAMAGE TO THE INSULATION. 3. LOOSE EXCAVATED MATERIAL SHALL NOT BE PLACED OR STORED IN WATERWAYS. ALL EXCESS EXCAVATED SOIL AND MATERIALS SHALL BE REMOVED AND DISPOSED OF IN A PROPER AND LEGAL MANNER BY THE CONTRACTOR. ALL DISTURBED SURFACE AREAS SHALL BE SHAPED TO FACILITATE DRAINAGE AND AVOID PONDING AND RESTORED TO NEAR NATURAL OR PRE -CONSTRUCTION CONDITIONS. 4. INFORMATION ON EXISTING UTILITIES AND OTHER SUBSTRUCTURES SHALL BE OBTAINED FROM THE APPROPRIATE AGENCIES. ALL CONSTRUCTION SHALL BE DONE A MINIMUM 48 HOURS AFTER USA DIG CALL ALERTS HAVE BEEN MADE AND USA DIG HAS CLEARED THE AREA. 5. ADEQUATE SAFETY MEASURES SHALL BE MAINTAINED BY THE PROPER SCHEDULING OF PROPOSED INSTALLATIONS, IN ACCORDANCE WITH SECURED OR PROVIDED PERMITS. 6. ALL CONSTRUCTION SHALL CONFORM TO NACE STANDARDS AND PROJECT SPECIFICATIONS, AND SHALL BE AS PER APPROVED DRAWINGS. ALL THE PROPER PERMITS AS REQUIRED BY THE COUNTY MUST BE MET BEFORE BEGINNING THE FIELD INSTALLATION. ANODE INSTALLATION INSTRUCTIONS: 1. ANODE CABLES SHALL BE #12 AWG SINGLE CONDUCTOR STRANDED COPPER WITH HMWPE INSULATION. 2. ANODE HEADER CABLES SHALL BE #8 AWG SINGLE CONDUCTOR STRANDED COPPER WITH HMWPE INSULATION. 3. HIGH POTENTIAL MAGNESIUM ANODES SHALL BE USED. 4. THE ANODE GROUNDBED SHALL BE LOCATED BASED ON FIELD CONDITIONS. ANODES SHALL NOT BE CARRIED BY MEANS OF ANODE LEAD WIRES. DAMAGED ANODES SHALL BE REPLACED BY THE CONTRACTOR AT THEIR SOLE EXPENSE. ANODE SPACING SHALL BE AS SHOWN ON THE DRAWINGS. 5. UNDER NO CIRCUMSTANCES SHOULD THE ANODE LEAD WIRES BE CLAMPED OR PINCHED DURING LOWERING. CONSTRUCTION NOTES: OINSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 04 O2 INSTALL NEW TERMINAL BOARD IN NEW OR EXISTING TEST STATION - SEE DETAILS 1 & 2 ON SHEET 05 OINSTALL NEW TEST STATION - SEE DETAIL 3 ON SHEET 05 OSURFACE RESTORATION PER STD 106-A TRENCH RESURFACING - SEE DETAIL 3 ON SHEET 06 OINSTALL NEW REFERENCE PROBE - SEE DETAIL 1 ON SHEET 09 GALVANIC ANODE CATHODIC PROTECTION TEST STATION SCHEDULE TEST STATION LOCATION AS -BUILT PIPE MATERIAL DIA (INCHES) QUANTITY OF REMARKS STATION # ANODES INSTALL DISTRIBUTED VERTICAL TS #1 0+50 JAMBOREE RD AND BRISTOL ST N W 5157 S MLCCSP 18 6 ANODE GROUND BED / INSTALL NEW TEST STATION TS #2 8+27 JAMBOREE RD AND SE BRISTOL ST W 5157 S MLCCSP 18 6 INSTALL DISTRIBUTED VERTICAL — — ANODE GROUND BED C-9438-2 E Ln I Ln N N 00 0 w z J w m c� m x w Ln i Q U U 0 m 0 a aD z I cn A. LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE EXISTING CP TEST STATION PROPOSED CP TEST STATION PROPOSED VERTICAL ANODES O PROPOSED REFERENCE PROBE CONSTRUCTION NOTES: OINSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 04 O2 INSTALL NEW TERMINAL BOARD IN NEW OR EXISTING TEST STATION - SEE DETAILS 1 & 2 ON SHEET 05 OINSTALL NEW TEST STATION - SEE DETAIL 3 ON SHEET 05 4 SURFACE RESTORATION PER STD 106-A TRENCH RESURFACING - SEE DETAIL 3 ON SHEET 06 OINSTALL NEW REFERENCE PROBE - SEE DETAIL 1 ON SHEET 04 NOTES: A PR -m" ti 411 ro t OL " --- -w ,imp•"- v!� wo -w+ too yip lo� 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. 7- 8+27 18" MLCCSP WATER PIPELINE �v I / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / L 1 y Y X-0-- / / PROPOSED TS# 1 00+50 CATHODIC PROTECTION SITE PLAN SCALE: NTS N 4r -Nmp-md C-9438-2 C%n1 1/'%C T!'1 -U0 nln/n A AIf"%r'1C "r7 A nCn 1. LOCATE ANODE GROUNDBED APPROXIMATELY 5' AWAY FROM THE TEST STATION AND A MINIMUM OF 20' AWAY FROM ANY ADJACENT ANODE GROUNDBEDS. ANODE HEADER CABLE #8 AWG F 1 SEE DETAIL Vr1I IvC �7VIL uryVf\i- ILL rry�rxryv�v r%imvvu.� 04 WITH NATIVE SOIL ANODE GROUNDBED DETAIL SCALE: NTS f-%'-'nn�n "n' 'T n'-" T CONNECTOR NECTOR L Lr1 1 C 1A0 l.J I - HALF -LAPPED PVC TAPE CABLE SPLICE DETAIL SCALE: NTS _F-LAPPED CING TAPE SURFACE SARY SILVER CONNE( SECURE WITH TIE -REFERENCE PROBE W/COUPON r2 SEE DETAIL 06 #12 AWG H LEAD WIRE n n r1 v\i BACKFILL COMPOSITION 75% GYPSUM 20% BENTONITE 5% SODIUM SULPHATE 48LB. ANODE SPECS: INGOT WEIGHT: 48 LBS. PKGD WEIGHT: 96 LBS. INGOT DIMENSIONS: 5" XF X 31" PKGD DIMENSIONS: 8" X 34" IMPORTANT NOTE: REMOVE PLASTIC/PAPER BAG FROM ANODE BEFORE INSTALLING. J CHEMICAL COMPOSITION ELEMENT CONTENT % Al 0.010% Mn 0.50 - 1.30% Cu 0.02% MAX. Ni 0.001 % MAX. Fe 0.03% MAX. OTHER 0.30% MAX. Mg REMAINDER HIGH -POTENTIAL MAGNESIUM ANODE DETAIL SCALE: NTS C-9438-2 Q Y c E 0 Ln Ln i Ln N N 00 O Ln i Q U U c) 0 m 0 a 0 z cn 0 T!l!�l�I C C�\A/IT�LJ TYPE RS 0.01 OHM SHUNT (TYP), 6 AMP 1/8" THK COPPER BUS BAR ENGRAVED LABEL (TYP) #16 AWG R COUPON (E #16 AWG RHW REFERENCE CABLE (YLW) ►R ENGRAVING (TYP) DPPER OR BRASS HARDWARE (TYP) RING CONNECTOR (TYP) 1/4" MICARTA OR PHENOLIC PANEL 6"X7" SPRING LOCK WASHER PHENOLIC OR MICARTA COPPER BUS BAR ►ED-" -------NUT (TYP. OF 3) 0 SHUNT- WASHER COPPER WIRE LUG BOLT TERMINAL BOARD PLAN VIEW #8 AWG/HMWPE DRAIN 05 SCALE: NTS STRUCTURE LEAD (BLK) #16 AWG RHW COUPON (RED) #8 AWG HMWPE (BLK) ANODE HEADER CABLE TEST STRUCTURE LEAD (BLK) TERMINAL BOARD DETAIL SCALE: NTS TERMINAL B SEE[ PIPE CABLE AWG/HMWPE EXOTHERMICALLY WE SEE DETAIL 4 THIS Tn"FFIC RATED G05 FLUSH BOX EQUIVALENT WITH CAST IRON _ABELED "CP TEST" 24" X 24" X 6" CONCRETE PAD GRADE NOTE: OTHER CP EQUIPMENT NOT SHOWN FOR CLARITY WATERLINE PROPOSED TEST STATION INSTALLATION DETAIL SCALE: NTS REMOVE PIPELINE COATING FILE PIPE TO BRIGHT METAL AND DRY YTO4" ANY MOISTURE WITH A TOWEL. STRIP INSULATION FROM WIRE (SEE NOTE NO. 1) REMOVE SLAG WITH HA STEP 2 HOLD WELDER FI1 IN PLACE WHILE MAKING CONNEC- STEP 4 n STEP 1 STEP 3 STEP 5 HANDLE GRAPHITE MOLD WELDED BRACKET MOLD COVER STARTING POWDER WELD METAL METAL DISK COPPER WIRE WITH HMWPE INSULATION EXOTHERMIC WELD HORIZONTAL SURFACE 'LY SPARK GUN fkY FROM OPERATOR COAT CONNECTION WITH BITUMINOUS COMPOUND EXOTHERMIC WELD NOTES: 1. REVIEW AND FOLLOW ALL MANUFACTURER INSTRUCTIONS, INCLUDING SAFETY PRECAUTIONS, CONSUMABLE MATERIAL SELECTION, STRUCTURE TYPE, PIPE DIAMETER, STRUCTURE SHAPE, CONNECTION ORIENTATION, SURFACE PENETRATION, AND CABLE SIZE. 2. ALL CONSUMABLES MUST BE COMPATIBLE WITH AND WHERE SUITABLE, MANUFACTURED BY THE SAME MANUFACTURER AS THE CONNECTION SYSTEM. 3. CHECK ADHERENCE OF THE BOND OF THE SUBSTRATE FOR MECHANICAL INTEGRITY BY PULLING AND APPLYING STEADY TENSION ON THE CABLE WHILE STRIKING THE SIDE OF THE WELD ONCE WITH A 2—POUND HAMMER WITH A SHEARING BLOW. DO NOT STRIKE THE COPPER CONDUCTOR. 4. ANY CONNECTIONS THAT BREAK LOOSE OR SHOW SIGNS OF POOR QUALITY SHALL BE REMOVED AND REPLACED WITH A SOUND CABLE —TO —STRUCTURE CONNECTION. 5. COAT ALL EXPOSED WIRE, COPPER, AND WELD METAL, AND EXPOSED PIPE SURFACE. EXOTHERMIC WELD DETAILS SCALE: NTS C-9438-2 0 0 Q Y D .91 Ln Ln i Ln N N 00 0 w z J W a_ n 00 X w 1 cn 9 ;URIED CAir GAF DIRECT BURIAL WARNING TAPE SCALE: NTS Yellow - Reference electrode lead wire Blue - IR-Drop lead wire from first coupon Red - IR-Free lead wire from first coupon END VIEW SIDE 12.75" Overall .511 .1875' .1875" 2.0" 1.5" �� .F1.25"—i 5.875" J—1.25"—� E 2 t7tt-- Specifications: TYPES OF PAVEMENT REPLACEMENT 1. TRENCH RESURFACING IN PORTLAND CEMENT CONCRETE PAVEMENT SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-13, EXCEPT THAT CONCRETE SHALL BE 8" THICK MINIMUM CLASS 560—C-3250 AND #4 DOWEL, 18" O.C. WITH EPDXY COATING. 2. TRENCH RESURFACING IN ASPHALT CONCRETE PAVEMENT SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-13, EXCEPT THAT: A. ASPHALT CONCRETE SHALL BE PLACED IN LIFTS NOT TO EXCEED 4" THICK. B. APPLY TACK COAT AND FEATHER NEW PAVEMENT AS NECESSARY TO SEAL THE CONTACT JOINT AND ELIMINATE PAVEMENT DEPRESSIONS WITHIN 1' OF THE CONTACT JOINT. *C. COLD PLANE EXISTING PAVEMENT (1" BELOW EXISTING A.C. SECTION). EXACT WIDTH TO BE DETERMINED BY THE FIELD ENGINEER. ** NO PIECES LESS THAN 5' WIDE BETWEEN PATCH AND NEAREST JOINT OR CURB AND GUTTER, REFER TO STD 106—B. EXISTING A.C. PAVEMENT** EXISTING P.C.C. PAVEMENT** CONTACT TRENCH WIDTH 18" MIN 18" MIN JOINT VARIES VARIES* TRENCH WIDTH VARIES* (TYP) (TYF VARIES EXISTING A.C. PAVEMENT** EPDXY COATED #4 DOWEL \� CONTACT JOINT 12" / "Test"Coupon Permanent Reference "Test"Coupon I I NOTE: Electrode 1. 30-year design life and infinate shelf life 2. Element is 99.9% pure copper 3. 15 micron Medical Ceramic Sensor 4. Stability: ±5 millivolts with 0.3 microamps load 5. Wire: #16 RHH-RHW Tray Cable 6. Working Temperature Range: 327 to +176°F (0°C to 80°C) 7. Material Temperature Range: -60°F to +1850F (-51 °C to 85°C) 8. Can be frozen and then returned to working temperature 9. Moisture retention membrane 10. Hydrogen Sulfide Ion Trap 11. Stage One Chloride Ion Trap 12. Stage Two Chloride Ion Trap Orange Lead - AC: Live lead wire from second coupon Black Lead - Native: Dead lead wire from second coupon n In o STELTH° 7 Rocket IR-Free Probe Model SRE-031-CSY Copper -Copper Sulfate MANUFACTURING INC. Not to scale I For instructional use only I Revised: December 1, 2016 ® Registered Trademark of BORINManufacturing 1 5741 Buckingham Parkway Unit B I Culver City CA 90230 1 (310) 822-1000 1 www.borin.com REFERENCE ELECTRODE WITH COUPON SCALE: NTS PIPE O.D. �A ASPHALT TRENCH RESTORATION xxxx"xxd Y a d d• d MIN 1„ 1„ EXISTING P.C.C. PAVEMENT** </ . A.C. BASE COURSE SHALL BE 1" THICKER �\ V. . THAN EXISTING A.C. SECTION WITHIN TRENCH (95% MIN COMPACTION) PIPE BEDDING AND BACKFILL PER STD 323 OR AS DETERMINED BY THE ENGINEER PIPE O.D. / 12" CONCRETE TRENCH RESTORATION STREETS/ALLEYS RECENTLY SLURRY SEALED, OVERLAID, OR RECONSTRUCTED SHALL REQUIRE EXTENSIVE PAVEMENT RESTORATION PER STD 106—D. FORMER CITY STANDARD PLAN NUMBER (2004 EDITION): STD 105—L—B APP. / •` 51568 11/24/2020 CITY ENGINEER RCE DATE NO. DATE DESCRIPTION OF REVISIONS CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS STANDARD DRAWING NO. DRAWN: P. KHARAZMI TRENCH RESURFACING 106-A DATE: 11/5/2020 SHEET 1 OF 1 STD 106-A - TRENCH RESURFACING SCALE: NTS C-9438-2 . I_W4 `\\1 -- LEGEND CATHODIC PROTECTION): EXISTING PIPELINE EXISTING CP TEST STATION H EXISTING FLANGE RIGHT OF WAY CITY AND/OR COUNTY BOUNDARY PROPOSED VERTICAL ANODES C7 PROPOSED REFERENCE ELECTRODE AND COUPON EMERGENCY TELEPHONE NUMBERS DAY NIGHT SOUTHERN CALIFORNIA GAS COMPANY (800) 427-2200 SOUTHERN CALIFORNIA EDISON COMPANY (800) 611-1911 AT&T TELEPHONE COMPANY (800) 332-1321 CITY OF NEWPORT BEACH UTILITIES DEPARTMENT (949) 644-3011 (949) 644-3717 ORANGE COUNTY SANITATION DISTRICT (714) 962-2411 MESA WATER DISTRICT (949) 631-1200 SPECTRUM (833) 949-0036 COX COMMUNICATIONS (844) 780-6054 CROWN CASTLE (888) 632-0931 MCI VERIZON BUSINESS (844) 780-6054 CALL TOLL FREE 1- 800- 227- 2600 BEFORE YOU DIG w.. -I F 0-9- � PUBLIC WORKS DEPARTMENT CATHODIC PROTECTION UPGRADES PROJECT REACH #3A AND 3B - 24" WATER MAIN REACH #3 - 36" WATER MAIN EXHIBIT A CONTRACT NO. C-9483-2 PROJECT NO. 24W1 1 LOCATION MAP NOT TO SCALE GPS: 33.706539,-117.967472 APPROVED: SARVJIT SINGH, ENGINEERING MANAGER DATE: 8-12-25 GENERAL NOTES 1- ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2015 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS, UNLESS NOTED OTHERWISE. 4. P.C.C- SHALL BE CLASS 560--C-3250 UNLESS NOTED OTHERWISE, 5. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VAULTS, WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE PER CITY STANDARDS. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 6. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 7. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. FAILURE TO DO SO WILL PLACE RESPONSIBILITY OF THE CONTRACTOR FOR CORRECTION. 8. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE -VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. 9. THE UTILITY LOCATIONS ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE USED FOR REFERENCE ONLY. UTILITY LOCATIONS AND ALL OTHER SUBSTRUCTURES SHALL BE FIELD VERIFIED BY DELINEATING THE WORK AREA AND CALLING THE APPROPRIATE UNDERGROUND SERVICE ALERT (USA) 811, A MINIMUM OF 48 HOURS IN ADVANCE AND CLEARED PRIOR TO THE BEGINNING OF ANY CONSTRUCTION WORK. 10. ALL CONCRETE SIDEWALKS OR CURBS TO BE REPLACED SHALL BE SAWCUT TO THE NEAREST TRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL JOINT OR WEAKENED PLANE JOINT AND REPLACED IN CONFORMANCE WITH THE APPLICABLE PROVISIONS OF THE CITY OF NEWPORT BEACH. EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS. 11. ALL P.C.0 AND A.C. PAVEMENT REMOVALS SHALL BE OUTLINE TO NECESSARY WORKING LIMITS AND SAWCUT PRIOR TO THE REMOVAL. ALL DEBRIS CREATED BY THE REMOVAL OPERATIONS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF AWAY FROM THE JOB SITE IN A MANNER AND AT A LOCATION ACCEPTABLE TO THE CITY OF NEWPORT BEACH. 12• ALL EXCAVATIONS SHALL BE IN ACCORDANCE WITH TITLE EIGHT (8) OF THE CALIFORNIA CODE OF REGULATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REQUIRED CALOSHA PERMIT FOR EXCAVATIONS OR TRENCHES FIVE (5) FEET IN DEPTH OF GREATER. TRENCH LIMITATIONS WILL BE GOVERNED BY THE CITY OF NEWPORT BEACH OR THE PERMITTING AGENCY. 13. THE CONTRACTOR SHALL MAINTAIN THE WORK AREA IN A NEAT, SAFE, CLEAN AND SANITARY CONDITION AT ALL TIMES AND TO THE SATISFACTION OF THE CITY OF NEWPORT BEACH. STREETS SHALL BE KEPT CLEAN OF DEBRIS, WITH DUST AND NUISANCE BEING CONTROLLED AT ALL TIMES. LOOSE EXCAVATED MATERIAL SHALL NOT BE PLACED OR STORED IN WATERWAYS. ALL EXCESS EXCAVATED SOIL AND MATERIALS SHALL BE REMOVED AND DISPOSED OF IN A PROPER AND LEGAL MANNER BY THE CONTRACTOR. 14. AT THE END OF EACH WORKING DAY AND AT THE TIMES WHEN CONSTRUCTION OPERATIONS ARE SUSPENDED FOR ANY REASON, THE CONTRACTOR SHALL REMOVE ALL EQUIPMENT, VEHICLES, MATERIAL, TRAFFIC CONTROL DEVICES, STOCKPILE OR ANY OTHER FORM OF OBSTRUCTION FROM THE RIGHT-OF-WAY. 15. ALL LANDSCAPING AND GRASS AREAS SHALL BE RESTORED TO ITS ORIGINAL PER THE PROJECT SPECIFICATIONS AND REPAIRED TO THE SATISFACTION OF THE CITY OF NEWPORT BEACH OR TO THE REGULATORY AGENCY HAVING JURISDICTION. 16. THE CONTRACTOR SHALL RESTORE ALL EXISTING SURFACE IMPROVEMENTS (INCLUDING BUT NOT LIMITED TO: HARDSCAPE, A.C., P.C.C., BRICK, ETC.) TO ITS ORIGINAL CONDITION TO THE SATISFACTION OF THE OWNER AND TO THE REGULATORY AGENCY HAVING JURISDICTION. 17. ALL NEW CATHODIC PROTECTION EQUIPMENT INSTALLATIONS TO BE FIELD LOCATED TO MINIMIZE IMPACT TO THE EXISTING SURFACE CONDITIONS AND AVOID CONFLICT WITH EXISTING UTILITIES OR SUBSTRUCTURES. LOCATIONS SHOWN ON THESE PLANS TO BE USED AS REFERENCE AND ARE APPROXIMATE. APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: MARK VUKOJEVIC, P.E. �MICH ' L . SINACORI, P.E. DIRECTOR ! ASSIS CITY ENGINEER UTILITIES DEPARTMENT DATE: ?r 281. z DATE: Q "7- SHEET INDEX SHEET NO. DESCRIPTION 01 TITLE SHEET 02 CATHODIC PROTECTION GENERAL NOTES, LEGEND & ABBREVIATIONS 03 OVERALL CATHODIC PROTECTION SITE PLAN 04 CATHODIC PROTECTION LAYOUT 1 05 CATHODIC PROTECTION LAYOUT II 06 CATHODIC PROTECTION LAYOUT III 07 CATHODIC PROTECTION LAYOUT IV 08 CATHODIC PROTECTION LAYOUT V 09 CATHODIC PROTECTION LAYOUT VI 10 CATHODIC PROTECTION LAYOUT VII 11 CATHODIC PROTECTION LAYOUT VIII 12 CATHODIC PROTECTION LAYOUT IX 13 CATHODIC PROTECTION LAYOUT X 14 CATHODIC PROTECTION LAYOUT XI 15 CATHODIC PROTECTION LAYOUT XII 16 CATHODIC PROTECTION LAYOUT XII1 17 CATHODIC PROTECTION LAYOUT XIV 18 CATHODIC PROTECTION LAYOUT XV 19 CATHODIC PROTECTION LAYOUT XVI 20 CATHODIC PROTECTION LAYOUT XVI/ 21 CATHODIC PROTECTION DETAILS 1 22 CATHODIC PROTECTION DETAILS II 23 CATHODIC PROTECTION DETAILS Ili 24 CATHODIC PROTECTION DETAILS IV 25 CATHODIC PROTECTION DETAILS V 26 CATHODIC PROTECTION DETAILS VI 27 CATHODIC PROTECTION DETAILS Vll C-9483-2 REACH #3A AND 3B - 24" WATER MAIN REACH #3 - 36" WATER MAIN GENERAL NOTES, VICINITY MAP, LOCATION MAP CITY OF NEWPORT BEACH W-5405-S PUBLIC WORKS DEPARTMENT SHEET 0 1 of 27 CONSTRUCTION PHASES: EACH PHASE OF THE GALVANIC CATHODIC PROTECTION SYSTEM INSTALLATION CAN BE PERFORMED INDEPENDENTLY OR CONCURRENTLY. 1. INSTALL TWENTY-NINE (29) ANODE GROUND BEDS. 2. REPLACE ONE (1) ISOLATION FLANGE KIT. 3. INSTALL TWENTY-NINE (29) COPPER -COPPER SULFATE REFERENCE ELECTRODES AND COUPONS 4. INSTALL THIRTEEN (13) TEST STATION TERMINAL BOARDS. 5. INSTALL TWENTY-FOUR (24) JUNCTION BOXES. 6. TRENCH AND ROUTE ANODE CABLES TO TEST STATIONS. 7. SURFACE RESTORATION OF ALL EXCAVATIONS/TRENCHES PER CITY OF FOUNTAIN VALLEY STANDARD RESTORATION DETAILS AND TO THE SATISFACTION OF ORANGE COUNTY PUBLIC WORKS WHERE IN THEIR RIGHT-OF-WAY. ABBREVIATIONS (IN ADDITION TO GREENBOOK SECTION 1-3.2) APN ASSESSOR'S PARCEL NUMBER APPROX APPROXIMATE AWG AMERICAN WIRE GAUGE AVE AVENUE BOM BILL OF MATERIALS CNL CANNOT LOCATE CID CATHODIC PROTECTION CULV CULVERT DET DETAIL DIA DIAMETER ADDITIONAL NOTES: DIST DISTRIBUTION 1. TRENCHING AND EXCAVATION NOTES: a. THE UTILITY LOCATIONS ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE USED FOR DWY DRIVEWAY REFERENCE ONLY. UTILITY LOCATIONS AND ALL OTHER SUBSTRUCTURES SHALL BE FIELD VERIFIED. E EAST b. DELINEATE WORK AREA AND CALL THE APPROPRIATE UNDERGROUND SERVICE ALERT (USA) 811, 48 HOURS (NOT INCLUDING INITIAL DAY) PRIOR TO START OF WORK. EASE EASEMENT c. TRENCH LIMITATIONS WILL BE GOVERNED BY THE PERMITTING AGENCY. ELEV ELEVATION d. NOTIFY THE LOCAL DISTRICT CONTACT AND THE REGION'S ENVIRONMENT SPECIALIST IF FH FIRE HYDRANT CONTAMINATED SOIL IS ENCOUNTERED OR SUSPECTED. e. ALL EXCAVATIONS SHALL BE IN ACCORDANCE WITH TITLE EIGHT (8) OF THE CALIFORNIA CODE OF FIG FIGURE REGULATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REQUIRED CALOSHA PERMIT FOR FLG FLANGE EXCAVATIONS OR TRENCHES FIVE (5) FEET IN DEPTH OR GREATER. FWY FREEWAY 2. ANODE CABLES ARE TO BE INSTALLED AND SECURED WITHOUT DAMAGE TO THE INSULATION. GACP GALVANIC ANODE CATHODIC PROTECTION 3. LOOSE EXCAVATED MATERIAL SHALL NOT BE PLACED OR STORED IN WATERWAYS. ALL EXCESS HMWPE HIGH MOLECULAR WEIGHT POLYETHYLNE EXCAVATED SOIL AND MATERIALS SHALL BE REMOVED AND DISPOSED OF IN A PROPER AND LEGAL MANNER BY THE CONTRACTOR. ALL DISTURBED SURFACE AREAS SHALL BE SHAPED TO FACILITATE HWY HIGHWAY DRAINAGE AND AVOID PONDING AND RESTORED TO NEAR NATURAL OR PRE -CONSTRUCTION IFK INSULATING FLANGE KIT CONDITIONS. LN LANE 4. INFORMATION ON EXISTING UTILITIES AND OTHER SUBSTRUCTURES SHALL BE OBTAINED FROM THE APPROPRIATE AGENCIES. ALL CONSTRUCTION SHALL BE DONE A MINIMUM 48 HOURS AFTER USA DIG LOC LOCATION CALL ALERTS HAVE BEEN MADE AND USA DIG HAS CLEARED THE AREA. MAX MAXIMUM 5. ADEQUATE SAFETY MEASURES SHALL BE MAINTAINED BY THE PROPER SCHEDULING OF PROPOSED MH MANHOLE INSTALLATIONS, IN ACCORDANCE WITH SECURED OR PROVIDED PERMITS. MIN MINIMUM 6. ALL CONSTRUCTION SHALL CONFORM TO NACE STANDARDS AND PROJECT SPECIFICATIONS, AND SHALL BE AS PER APPROVED DRAWINGS. ALL THE PROPER PERMITS AS REQUIRED BY THE COUNTY MISC MISCELLANEOUS MUST BE MET BEFORE BEGINNING THE FIELD INSTALLATION. N NORTH ANODE INSTALLATION INSTRUCTIONS: NACE NATIONAL ASSOCIATION OF CORROSION ENGINEERS 1. ANODE CABLES SHALL BE #12 AWG SINGLE CONDUCTOR STRANDED COPPER WITH HMWPE INSULATION. NTS NOT TO SCALE 2. ANODE HEADER CABLES SHALL BE #8 AWG SINGLE CONDUCTOR STRANDED COPPER WITH HMWPE OCSD ORANGE COUNTY SANITATION DISTRICT INSULATION. P PIPELINE 3. HIGH POTENTIAL MAGNESIUM ANODES SHALL BE USED. PKWY PARKWAY 4. THE ANODE GROUNDBED SHALL BE LOCATED BASED ON FIELD CONDITIONS. ANODES SHALL NOT BE QTY QUANTITY CARRIED BY MEANS OF ANODE LEAD WIRES. DAMAGED ANODES SHALL BE REPLACED BY THE RD ROAD CONTRACTOR AT THEIR SOLE EXPENSE. ANODE SPACING SHALL BE AS SHOWN ON THE DRAWINGS AND INSTALLED A MINIMUM OF 5' FROM THE PIPE. REV REVISION 5. UNDER NO CIRCUMSTANCES SHOULD THE ANODE LEAD WIRES BE CLAMPED OR PINCHED DURING RTE ROUTE LOWERING. R/W RIGHT OF WAY S SOUTH SHT SHEET CONSTRUCTION NOTES: SPEC SPECIFICATION ST STREET NEW DISTRIBUTED VERTICAL ANODE REPLACE/INSTALL ISOLATION FLANGE KIT - SEE STA STATION OINSTALL GROUNDBED - SEE DETAIL 1 ON SHEET 21 DETAILS 1 & 2 ON SHEET 24 O STL STEEL INSTALL NEW TERMINAL BOARD IN EXISTING TEST SURFACE RESTORATION PER UTILITY TRENCH TCP TRAFFIC CONTROL PLAN O STATION - SEE DETAILS 1 & 4 ON SHEET 22 O REPAIR - SEE DETAIL 3 ON SHEET 26 TEMP TEMPORARY NEW TERMINAL BOARD IN EXISTING TEST INSTALL REFERENCE ELECTRODE AND DUCTILE TYP TYPICAL OINSTALL STATION - SEE DETAILS 2 & 4 ON SHEET 22 O IRON COUPON - SEE DETAIL 1 ON SHEET 21 UG UNDERGROUND INSTALL NEW TERMINAL BOARD IN EXISTING TEST SIDEWALK RESTORATION PER CITY SIDEWALK USA UNDERGROUND SERVICE ALERT �� GSTATION - SEE DETAILS 3 & 4 ON SHEET 22 O DETAILS - SEE DETAIL 1 ON SHEET 27 V VALVE PROPOSED JUNCTION BOX - SEE DETAIL 1 ON RESTORE SURFACE CONDITIONS TO THE W WATER O5 SHEET 23 O SATISFACTION OF OCPW INSPECTOR WV WATER VALVE W/ WITH JUNCTION BOX - SEE DETAIL 2 ON OPROPOSED SHEET 23 W/O WITHOUT GALVANIC ANODE CATHODIC PROTECTION TEST STATION SCHEDULE TEST STATION # STATION LOCATION AS -BUILT PIPE MATERIAL DIA (INCHES) QUANTITY OF ANODES REMARKS TS #1 575+87 TAMURA WELL W 5253 S DUCTILE 16 4 INSTALL DISTRIBUTED VERTICAL STATION - - IRON ANODE GROUND BED TS #2 576+23 TAMURA WELL W 5253 S DUCTILE 16 4 INSTALL DISTRIBUTED VERTICAL STATION - - IRON ANODE GROUND BED TS #3 576+77 TAMURA WELL W 5253 S DUCTILE 24 4 INSTALL DISTRIBUTED VERTICAL STATION IRON ANODE GROUND BED TS #4 583+90 MAGNOLIA ST N/O W 5253 S DUCTILE 24 4 INSTALL DISTRIBUTED VERTICAL SLATER AVE IRON ANODE GROUND BED TS #5 587+90 SLATER AVE E/O W 5253 S DUCTILE 24 4 INSTALL DISTRIBUTED VERTICAL MAGNOLIA ST - - IRON ANODE GROUND BED TS #6 591+40 SLATER AVE AND W 5253 S DUCTILE 24 4 INSTALL DISTRIBUTED VERTICAL BRIARWOOD ST - - IRON ANODE GROUND BED TS #7 599+05 SLATER AVE W/O W 5253 S DUCTILE 24 4 INSTALL DISTRIBUTED VERTICAL OAK ST - - IRON ANODE GROUND BED TS #8 601+40 SLATER AVE E/O W 5253 S DUCTILE 24 4 INSTALL DISTRIBUTED VERTICAL OAK ST - - IRON ANODE GROUND BED TS #9 608+80 SLATER AVE W/O W 5253 S DUCTILE 27 4 INSTALL DISTRIBUTED VERTICAL BUSHARD ST IRON ANODE GROUND BED TS #10 616+40 SLATER AVE E/O W 5253 S DUCTILE 27 4 INSTALL DISTRIBUTED VERTICAL BUSHARD ST IRON ANODE GROUND BED TS #11 622+45 DOLPHIN AVE W 5253 S DUCTILE 27 4 INSTALL DISTRIBUTED VERTICAL - - IRON ANODE GROUND BED TS #12 623+65 DOLPHIN WELL SITE W 5253 S DUCTILE 16 4 INSTALL DISTRIBUTED VERTICAL - - IRON ANODE GROUND BED INSTALL DISTRIBUTED VERTICAL TS #13 623+86 DOLPHIN WELL SITE W-5253-S DUCTILE 16 4 ANODE GROUND BED / REPLACE IRON ISOLATION FLANGE KIT TS #14 489+50 WEST OF TALBERT W 5253 S DUCTILE 36 5 INSTALL DISTRIBUTED VERTICAL CHANNEL IRON ANODE GROUND BED TS #15 484+50 WEST OF TALBERT W 5253 S DUCTILE 36 5 INSTALL DISTRIBUTED VERTICAL CHANNEL - - IRON ANODE GROUND BED TS #16 477+50 WEST OF TALBERT W-5253 S DUCTILE 36 5 INSTALL DISTRIBUTED VERTICAL CHANNEL - IRON ANODE GROUND BED TS #17 470+50 WEST OF TALBERT W 5253 S DUCTILE 36 5 INSTALL DISTRIBUTED VERTICAL CHANNEL - - IRON ANODE GROUND BED INSTALL DISTRIBUTED VERTICAL TS #18 465+22 TALBERT CHANNEL W-5253-S DUCTILE 36 5 ANODE GROUND BED / CASING AND TALBERT AVE IRON SHORTED TO PIPE TS #19 463+00 TALBERT CHANNEL W 5253 S DUCTILE 36 5 INSTALL DISTRIBUTED VERTICAL S/O TALBERT AVE - - IRON ANODE GROUND BED TS #20 455+50 WEST OF TALBERT W 5253 S DUCTILE 36 5 INSTALL DISTRIBUTED VERTICAL CHANNEL - - IRON ANODE GROUND BED TS #21 447+50 WEST OF TALBERT W 5253 S DUCTILE 36 5 INSTALL DISTRIBUTED VERTICAL CHANNEL - - IRON ANODE GROUND BED TS #22 - TALBERT CHANNEL W 5253 S DUCTILE 36 - CANNOT BE ACCESSED N/O ELLIS AVE - - IRON INSTALL DISTRIBUTED VERTICAL TS #23 438+10 TALBERT CHANNEL W-5253-S DUCTILE 36 5 ANODE GROUND BED / CASING AND ELLIS AVE IRON SHORTED TO PIPE TS #24 431+50 WEST OF TALBERT W 5253 S DUCTILE 36 5 INSTALL DISTRIBUTED VERTICAL CHANNEL - - IRON ANODE GROUND BED TS #25 423+50 WEST OF TALBERT W 5253 S DUCTILE 36 5 INSTALL DISTRIBUTED VERTICAL CHANNEL - - IRON ANODE GROUND BED TS #26 417+50 WEST OF TALBERT W 5253 S DUCTILE 36 5 INSTALL DISTRIBUTED VERTICAL CHANNEL - - IRON ANODE GROUND BED INSTALL DISTRIBUTED VERTICAL TS #27 412+20 TALBERT CHANNEL W-5253-S DUCTILE 36 5 ANODE GROUND BED / CASING N/O GARFIELD AVE IRON SHORTED TO PIPE TS #28 409+40 TALBERT CHANNEL W 5253 S DUCTILE 36 5 INSTALL DISTRIBUTED VERTICAL S/O GARFIELD AVE - - IRON ANODE GROUND BED TS #29 401+50 WEST OF TALBERT W 5253 S DUCTILE 36 5 INSTALL DISTRIBUTED VERTICAL CHANNEL - - IRON ANODE GROUND BED INSTALL DISTRIBUTED VERTICAL TS #30 399+70 WEST OF TALBERT W-5253-S DUCTILE 36 4 ANODE GROUND BED / CASING CHANNEL IRON SHORTED TO PIPE TS #31 397+14 EAST OF TALBERT W 5253 S DUCTILE 36 4 INSTALL DISTRIBUTED VERTICAL CHANNEL - - IRON ANODE GROUND BED C-9438-2 0 F a 0 N I Ln N N 00 0 NOTE: THIS PROJECT WORK WILL REQUIRE CITY OF FOUNTAIN VALLEY AND HUNTINGTON BEACH ENCROACHMENT PERMIT FOR ALL LOCATIONS IN CITY RIGHT OF WAY. THE TALBERT CHANNEL RIGHT OF WAY BELONGS TO OC PUBLIC WORKS AND WILL NEED AN ENCROACHMENT PERMIT. r s.; t, - .24" DIP WATER PIPELINE F , REACH 3A & 313 f�_ a -- .., SEE SHEET 04 , a , .{ ;�- SEE SHEET 06 �� �F A. I. , , pj o gt� k III, I IF TS# 1 TS# 4 , TS# SEE SHEET 07, TS# 2 TS# 7 TS# 13 t• - =yam -64 1! W 4-1 1 - - - � fte _T .• - _ ••+ 1 =, -h a SEE SHEET 08 SEE SHEET 05 - '' TS# 6 ;`.■T - ' TS# 12 ItoTS# 5 } TS# 14 TS# 10 TS# 11 TS# 15 'im yw- *_ TS# 9 V ..,, # O Z^-• _ _ r �. SEE SHEET 09 - ' w Pi � o ,, � SEE SHEET 10 _' , _,-9 i� A TS# 16 - ' o 1. -F SEE SHEET 11Ar y ' 4 :- TS# 17 SEE SHEET 12 - s a .lr ` t V;k_ ' rf'F{',' * f�# it -Oil;r IS# 19 •; r.l �' ' r- 36" DIP WATER PIPELINE ` TS# 20 i=� ��— REACH 3ju t q_lpL - F , ILI ' 4Ks m SEE SHEET 13 Ll VFW -,;TS# 21 IF .., SEE SHEET 14 - - •.. + -• ill '''y} # , _ ..yLa- MATCHLINE'A' MATCHLINE'A' I I'� SEE SHEET 15 w IPar ' TS# 23 •�. 1 - _ .0 _ — 11 - ' LIP A R _ - • km TS# 24 imr7 R ■` w •' +lr +: _ -- i f+ �� - � ' � �� � � F .� �` 1I � T � � � _ - - - ' F + - ' - �#ram � -l• 10 -�77�LFF F T ■.I •I}� + �� �',;� - .r , * I= _ lay i z SEE SHEET 16 •� - i ^ J 7 Jw TS# 25 36 DIP WATER PIPELINE REACH 3 ;' a ■ ■L■�I � - 4 _ e ■ TS# 26 SEE SHEET 17d A � � � �F a - � � •� +fir . + 1 •' �"� � SEE SHEET 18 ' TS# 27 CITY OF FOUNTAIN VALLEY ." +—�z■rtr�. r CITY OF HUNTINGTON BEACH "; m SEE SHEET 19 #-t - ■ 11-4 TS# 29 IM F� 4 ti - i i } rr y JJ qT ;F TS# 30SEE SHEET 20JA IL te y , - •;._: _ �. — TS# 31 IL +' L i# te I ,, � • . — .1 ate� � SITE PLAN - EXHIBIT A PIPELINE SCALE: NTS NOTES: 1. PIPELINE ROUTING SHOWN IS APPROXIMATE ONLY. 2. TEST STATIONS TS#1 THROUGH TS#13 ARE PART OF THE REACH 3A & 3B PIPELINE. 3. TEST STATIONS TS#14 THROUGH TS#31 ARE PART OF THE REACH 3 PIPELINE. 4. TEST STATION TS#22 COULD NOT BE ACCESSED, NO INSTALLATIONS TO BE PERFORMED AT THIS LOCATION. LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE EXISTING CP TEST STATION CITY AND/OR COUNTY BOUNDARY C-9438-2 0 f HISAMATSU TAMURA ELEMENTARY SCHOOL LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE 0 EXISTING CP TEST STATION PROPOSED VERTICAL ANODES C PROPOSED REFERENCE ELECTRODE AND COUPON CONSTRUCTION NOTES: OINSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 21 O2 INSTALL NEW TERMINAL BOARD IN EXISTING TEST STATION - SEE DETAILS 1 & 4 ON SHEET 22 OINSTALL NEW TERMINAL BOARD IN EXISTING TEST STATION - SEE DETAILS 3 & 4 ON SHEET 22 OSURFACE RESTORATION PER UTILITY TRENCH REPAIR - SEE DETAIL 3 ON SHEET 26 OINSTALL REFERENCE ELECTRODE AND DUCTILE IRON COUPON - SEE DETAIL 1 ON SHEET 21 NOTES: 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. immmm F M�L 9 FIRST AMERICAN BAPTIST CHURCH � i TS# 2�' 576+23 3' (TYP) 1 \\\\ 24" DIP WATER PIPELINE - 11 2 \ \ \ \\\ TS# 3 \ \ \ 576+77 \ \ \ \ \ g \ 8 \ \ \ F4— CATHODIC PROTECTION LAYOUT I SCALE: NTS �l o" K EM 4. --t 3 C-9438-2 C d 00 0 N I Ln N N 00 0 LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE EXISTING CP TEST STATION PROPOSED VERTICAL ANODES O PROPOSED REFERENCE ELECTRODE AND COUPON CONSTRUCTION NOTES: OINSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 21 O2 INSTALL NEW TERMINAL BOARD IN EXISTING TEST STATION - SEE DETAILS 1 & 4 ON SHEET 22 OSURFACE RESTORATION PER UTILITY TRENCH REPAIR - SEE DETAIL 3 ON SHEET 26 OINSTALL REFERENCE ELECTRODE AND DUCTILE IRON COUPON - SEE DETAIL 1 ON SHEET 21 GSIDEWALK RESTORATION PER CITY SIDEWALK DETAILS - SEE DETAIL 1 ON SHEET 27 NOTES: 1p � _ - - -- - r r f ? r - F' ------------------------------- I I I I I I I I I I I I n TS# 4 583+90 I I I I L_ ------------- --------------------------------- 9 l- TS# 6 591+40 Ci 77 9) 'o 7, - ri z s � 0 3' •�� � I — (TYP) i \ i#f ----------------------- - I I I I I I I I I I ❑ I I I I I I I I I I I I TS# 5 I I 587+90 I I I I \\-------------J �� ` I I \\ I -------------- W---------J I - 24" DIP WATER PIPELINE Jam# D /Sv O O 0 V , CATHODIC PROTECTION LAYOUT II 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM 05 SCALE: NTS FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. C-9438-2 LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE --- RIGHT OF WAY �■■�'- COUNTY BOUNDARY ❑e EXISTING CP TEST STATION PROPOSED VERTICAL ANODES C PROPOSED REFERENCE ELECTRODE AND COUPON CONSTRUCTION NOTES: OINSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 21 DSTATION INSTALL NEW TERMINAL BOARD IN EXISTING TEST - SEE DETAILS 1 & 4 ON SHEET 22 DPROPOSED JUNCTION BOX - SEE DETAIL 1 ON r,SHEET23 OSURFACE RESTORATION PER UTILITY TRENCH REPAIR - SEE DETAIL 3 ON SHEET 26 OINSTALL REFERENCE ELECTRODE AND DUCTILE IRON COUPON - SEE DETAIL 1 ON SHEET 21 1010 SIDEWALK RESTORATION PER CITY SIDEWALK 0 DETAILS - SEE DETAIL 1 ON SHEET 27 11 RESTORE SURFACE CONDITIONS TO THE SATISFACTION OF OCPW INSPECTOR NOTES: Ip w #_ w _ , 1 12 8 10 TS# 7 9 IN Ar 599+05 3' (TYP) I ------------------------------------- I I TS# 7 I I 599+05 I ❑ I I I I I I � I I � I I I I I I I I I I I i I I I I ' --------------------------y' CITY OF FOUNTAIN 3' (TYP) 11 1 5 TS# 14 g 489+50, 'IJ lot i mm =�l i 50' N.T.S. Imm 1 ------------------- 1 ------------------T �------------ 1 I I I I I I TV Ak, . I I I I I 1 I 1 I I I I I I I C 1 TS# 14 r 1 I I W 489+50 irn —11 I I I I I I I I � O I I -------------- --- ------ -n Zi I I , � 1 M 01 , r 36" DIP WATER PIPELINE 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. m CATHODIC PROTECTION LAYOUT III SCALE: NTS 24" [ TS#8 \ \ \ 601+40 \ \ \ \ C-9438-2 LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE EXISTING CP TEST STATION PROPOSED VERTICAL ANODES O PROPOSED REFERENCE ELECTRODE AND COUPON CONSTRUCTION NOTES: C INSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 21 O2 INSTALL NEW TERMINAL BOARD IN EXISTING TEST STATION - SEE DETAILS 1 & 4 ON SHEET 22 OSURFACE RESTORATION PER UTILITY TRENCH REPAIR - SEE DETAIL 3 ON SHEET 26 OINSTALL REFERENCE ELECTRODE AND DUCTILE IRON COUPON - SEE DETAIL 1 ON SHEET 21 10 SIDEWALK RESTORATION PER CITY SIDEWALK DETAILS - SEE DETAIL 1 ON SHEET 27 NOTES: Cal o*- AAW I F TS# 9 608+80 opmArmm I L T 24" DIP WATER PIPELINE r -ti I ❑ I `� I I I I I I I I J \\ - I mikiiF om \ \ 9 10 \ 3' \ (TYP) \ \ \ \ \ y 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. TS# 9 608+80 i i i L4. �wAmolF i i 1 i ■ TS# 10 616+40 / I I � I I � I I / I / I I � I I / I / I / I � I / I I / / I - / I h I Is CATHODIC PROTECTION LAYOUT IV SCALE: NTS C-9438-2 0 LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE EXISTING CP TEST STATIONdr H EXISTING FLANGE PROPOSED VERTICAL ANODES C PROPOSED REFERENCE ELECTRODE AND COUPON CONSTRUCTION NOTES:0 INSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 21 - OINSTALL NEW TERMINAL BOARD IN EXISTING TEST 24" DIP WATER PIPELINE STATION - SEE DETAILS 1 & 4 ON SHEET 22 OINSTALL NEW TERMINAL BOARD IN EXISTING TEST STATION - SEE DETAILS 3 & 4 ON SHEET 22 7 REPLACE/INSTALL ISOLATION FLANGE KIT - SEE DETAILS 1 & 2 ON SHEET 24 OSURFACE RESTORATION PER UTILITY TRENCH REPAIR - SEE DETAIL 3 ON SHEET 26 OINSTALL REFERENCE ELECTRODE AND DUCTILE IRON COUPON - SEE DETAIL 1 ON SHEET 21 SSIDEWALK RESTORATION PER CITY SIDEWALK DETAILS - SEE DETAIL 1 ON SHEET 27 NOTES: 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. ' a ■ _ � T.'�{�•••�it,� fir- � �: �f _- - TS# 12 TS# 13 623+65 623+86 T 0p 7 ---------------- 0 TS# 11 ' 622+45 CATHODIC PROTECTION LAYOUT V SCALE: NTS C-9438-2 E a r- O N I Ln N N 00 O LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE �"�"' COUNTY BOUNDARY ❑ EXISTING CP TEST STATION PROPOSED VERTICAL ANODES O PROPOSED REFERENCE ELECTRODE AND COUPON CONSTRUCTION NOTES: OINSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 21 OPROPOSED JUNCTION BOX - SEE DETAIL 1 ON SHEET 23 OINSTALL REFERENCE ELECTRODE AND DUCTILE IRON COUPON - SEE DETAIL 1 ON SHEET 21 GRESTORE SURFACE CONDITIONS TO THE SATISFACTION OF OCPW INSPECTOR NOTES: L —q PEA I IF 36" DIP WATER PIPELINE dL Ali ll=�� 1 1,71111111 -,,IV 1.�jw CATHODIC PROTECTION LAYOUT VI 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM os SCALE: NTS FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. 6 At u C-9438-2 LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE ■■mow COUNTY BOUNDARY EXISTING CP TEST STATION PROPOSED VERTICAL ANODES C PROPOSED REFERENCE ELECTRODE AND COUPON CONSTRUCTION NOTES: OINSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 21 5 PROPOSED JUNCTION BOX - SEE DETAIL 1 ON SHEET 23 OINSTALL REFERENCE ELECTRODE AND DUCTILE IRON COUPON - SEE DETAIL 1 ON SHEET 21 11 RESTORE SURFACE CONDITIONS TO THE SATISFACTION OF OCPW INSPECTOR NOTES: �-iM �Zij ■ CITY OF FOUNTAIN VALLEY 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. 1 1 � 1 1 { . 1 4 CATHODIC PROTECTION LAYOUT VII SCALE: NTS C-9438-2 LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE COUNTY BOUNDARY EXISTING CP TEST STATION PROPOSED VERTICAL ANODES O PROPOSED REFERENCE ELECTRODE AND COUPON CONSTRUCTION NOTES: OINSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 21 5 PROPOSED JUNCTION BOX - SEE DETAIL 1 ON SHEET 23 OINSTALL REFERENCE ELECTRODE AND DUCTILE IRON COUPON - SEE DETAIL 1 ON SHEET 21 11 RESTORE SURFACE CONDITIONS TO THE SATISFACTION OF OCPW INSPECTOR NOTES: . 50' - W N.T.S. _ 4 a ; 1 _ _ _ T - - - - - - - CITY --------- FOUNTAIN VALLEY --------------- 1 _ ------- now _------ TS# 17 ' _---- - I J - - 470+50 •-m L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - / / TS# 17 470+50 Li .AOZ r ■ . 4 � kL 4Lf "do 0 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. / / / / / / / / / / / / / / / / / / / / / / / / � r / / / 1 / / / / / / 1 / / / / / / 1 1 1 36" DIP WATER PIPELINE 1 1 1 1 6k 0 O C Z Y kmO 71 0 D _ z - r �A 3 G)t- 0. R ' J - �rvof 1 N CATHODIC PROTECTION LAYOUT VIII SCALE: NTS w 41n Ad =I i on C-9438-2 0 A-4-Tat-am. mmmmmw� : -+ - ■ RAM f LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE 1:1Eel MIEel I kyfi1'1 COUNTY BOUNDARY ❑e EXISTING CP TEST STATION _ - - _ 36" DIP WATER PIPELINE PROPOSED VERTICAL ANODES oe,rt A ALLEY+�NTAIN V_ OF FOUO PROPOSED REFERENCE ELECTRODE - - AND COUPON CONSTRUCTION NOTES: r - - �: 55' M ' - N.T.S. - O INSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 21 } 0 30-1 OPROPOSED JUNCTION BOX - SEE DETAIL 1 ON t � > c: SHEET 23 ' r OPROPOSED JUNCTION BOX - SEE DETAIL 2 ON rr ,� 3 1 6 SHEET23 (TYP) _ 1 rn O9 INSTALL REFERENCE ELECTRODE AND DUCTILE TS# 19 IRON COUPON - SEE DETAIL 1 ON SHEET 21 1 - 1 463+00 4 ___ _t --- -------- 11 O RESTORE SURFACE CONDITIONS TO THE SATISFACTION OF OCPW INSPECTOR ` i O .+! 1 �1 - z 1 5 • I 7r r TS# 19 463+00 1 r rn = i EWA ' ' + 1p -lob NOTES: (_�lCATHODIC PROTECTION LAYOUT IX 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM 12 SCALE: NITS FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. C-9438-2 E d 00 O N I Ln N N 00 O LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE ■■�mm� COUNTY BOUNDARY EXISTING CP TEST STATION PROPOSED VERTICAL ANODES O PROPOSED REFERENCE ELECTRODE AND COUPON CONSTRUCTION NOTES: U'll-) INSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 21 OPROPOSED JUNCTION BOX - SEE DETAIL 1 ON SHEET 23 OINSTALL REFERENCE ELECTRODE AND DUCTILE IRON COUPON - SEE DETAIL 1 ON SHEET 21 11 RESTORE SURFACE CONDITIONS TO THE SATISFACTION OF OCPW INSPECTOR NOTES: 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. ITY OF FOUNTAIN VALLEY 36" DIP WATER PIPELINE i A CATHODIC PROTECTION LAYOUT X SCALE: NTS C-9438-2 LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE COUNTY BOUNDARY 0 EXISTING CP TEST STATION PROPOSED VERTICAL ANODES O PROPOSED REFERENCE ELECTRODE AND COUPON CONSTRUCTION NOTES: C INSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 21 OPROPOSED JUNCTION BOX - SEE DETAIL 1 ON SHEET 23 OINSTALL REFERENCE ELECTRODE AND DUCTILE IRON COUPON - SEE DETAIL 1 ON SHEET 21 11 RESTORE SURFACE CONDITIONS TO THE SATISFACTION OF OCPW INSPECTOR 11 L f. NOTES: O 36" DIP WATER PIPELINE C Z t o. -a& 'v- 60' 1 N.T.S. 1 1 y 1 1 1 r 1 00 = rn 1 - z I 1 = 1 r �- D r � 1 1 1 ro" z 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. CATHODIC PROTECTION LAYOUT XI SCALE: NTS L, 4 0 q i L-1 I W % w m � ve r4liks C-9438-2 C) 36" DIP WATER PIPELINE LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE RIGHT OF WAY COUNTY BOUNDARY EXISTING CP TEST STATION PROPOSED VERTICAL ANODES O PROPOSED REFERENCE ELECTRODE AND COUPON CONSTRUCTION NOTES: OINSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 21 OINSTALL NEW TERMINAL BOARD IN EXISTING TEST STATION - SEE DETAILS 2 & 4 ON SHEET 22 OINSTALL REFERENCE ELECTRODE AND DUCTILE IRON COUPON - SEE DETAIL 1 ON SHEET 21 11 RESTORE SURFACE CONDITIONS TO THE SATISFACTION OF OCPW INSPECTOR I NOTES: o 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. %, w9mmommog i 438+10 1 ' 1 1 3 1 ------------------- � 1 _ ' 1 � 1 60' ! _ N.T.S. __-- _ ri 'o* t --------------------�- CITY OF FOUNTAIN VALLEY I A f 60' N.T.S. 1 1 CATHODIC PROTECTION LAYOUT XII SCALE: NTS I l I C-9438-2 0 I& LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE COUNTY BOUNDARY 0 EXISTING CP TEST STATION PROPOSED VERTICAL ANODES O PROPOSED REFERENCE ELECTRODE AND COUPON CONSTRUCTION NOTES: OINSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 21 OPROPOSED JUNCTION BOX - SEE DETAIL 1 ON SHEET 23 OINSTALL REFERENCE ELECTRODE AND DUCTILE IRON COUPON - SEE DETAIL 1 ON SHEET 21 GRESTORE SURFACE CONDITIONS TO THE SATISFACTION OF OCPW INSPECTOR r� NOTES: r + fir. j n IMFkmm 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. F 4 36" DIP WATER PIPELINE ,# - I rjL qp' CATHODIC PROTECTION LAYOUT XIII SCALE: NTS LI C-9438-2 CITY OF FOUNTAIN VALLEY 1p "now k. LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE COUNTY BOUNDARY a EXISTING CP TEST STATION PROPOSED VERTICAL ANODES O PROPOSED REFERENCE ELECTRODE AND COUPON CONSTRUCTION NOTES: OINSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 21 OPROPOSED JUNCTION BOX - SEE DETAIL 1 ON SHEET 23 OINSTALL REFERENCE ELECTRODE AND DUCTILE IRON COUPON - SEE DETAIL 1 ON SHEET 21 11 RESTORE SURFACE CONDITIONS TO THE SATISFACTION OF OCPW INSPECTOR NOTES: 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. !i 36" DIP WATER PIPELINE i mdrV 'lm L w PF" --m -MA r �r I � I n off 1 0 0 -n r C Z ' 7r' m 0 01 Z -n ---I I 01 > > ;u I Z Z Z z� � mG) mi � �m 60' nITC_ CATHODIC PROTECTION LAYOUT XIV SCALE: NTS RL *; 1 5 _ 9 TS# 25 423+50 11 3' (TYP) C-9438-2 LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE EXISTING CP TEST STATION PROPOSED VERTICAL ANODES C PROPOSED REFERENCE ELECTRODE AND COUPON CONSTRUCTION NOTES: OINSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 21 OPROPOSED JUNCTION BOX - SEE DETAIL 1 ON SHEET 23 OINSTALL REFERENCE ELECTRODE AND DUCTILE IRON COUPON - SEE DETAIL 1 ON SHEET 21 NOTES: Taw fi1p. r r rnLoge:, -< 36" DIP WATER PIPELINE It 1 r ov rn , C� d z ' z rn r 60' ' N.T.S. 1� 1 1 ------------------------ -------------- l 04 I I z I I I I I I 0 w EL � I TS# 26 3417+50 'nlo 1 (TYP) O I I I I I I I I / / 5 �- / z / / / / / TS# 26 / / / ' 1 1 417+50 / 1 1 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. CATHODIC PROTECTION LAYOUT Xv SCALE: NTS Ad t w hm- C-9438-2 LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE RIGHT OF WAY CITY AND COUNTY BOUNDARY 0 EXISTING CP TEST STATION PROPOSED VERTICAL ANODES O PROPOSED REFERENCE ELECTRODE AND COUPON CONSTRUCTION NOTES: OINSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 21 OPROPOSED JUNCTION BOX - SEE DETAIL 1 ON SHEET 23 6 PROPOSED JUNCTION BOX - SEE DETAIL 2 ON SHEET 23 OINSTALL REFERENCE ELECTRODE AND DUCTILE IRON COUPON - SEE DETAIL 1 ON SHEET 21 11 RESTORE SURFACE CONDITIONS TO THE SATISFACTION OF OCPW INSPECTOR NOTES: ` OF ORANGEi��%. is � so� TALBERT CHANNELCOUNTY N.T.S. .1 w+- -s -41 ----/-------------- -- ---------------------- JU-------- ii 1 1 I I I I � I � I � I TS# 27 ' 412+20 mo I I I I I I . I I � 1 I I � I 36" DIP WATER PIPELINE I I I � I C ITY CITY OF FOUNTAIN VALLEY Am I --------------------------------------------------------------- CITY OF HUNTINGTON BEACH �arfie� --k- f..- . IV I ft"mmi. �Ac I Awi, -VI TS# 28 409+40 3' (TYP) 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. 9 11 A 1 1 1 1 1 70' N.T.S. 1 1 1 1 1 1 1 ' 1 . � 1 1 � 1 \� P -------------- � 1 � � 1 � TS# 28 409+40 , 1 I 1 � -------------- 1 TS# 27 412+20 OF FOU 3' (TYP) NTAIN VALLEY CITY OF HUNTINGTON BEACH I \--�TALBERT CHANNEL COUNTY OF ORANGE CATHODIC PROTECTION LAYOUT XVI SCALE: NTS 46LFAPft .� - C-9438-2 LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE �mm�mmm COUNTY BOUNDARY ❑o EXISTING CP TEST STATION PROPOSED VERTICAL ANODES O PROPOSED REFERENCE ELECTRODE AND COUPON CONSTRUCTION NOTES: OINSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 21 U';5') PROPOSED JUNCTION BOX - SEE DETAIL 1 ON SHEET 23 OPROPOSED JUNCTION BOX - SEE DETAIL 2 ON SHEET 23 OINSTALL REFERENCE ELECTRODE AND DUCTILE IRON COUPON - SEE DETAIL 1 ON SHEET 21 11 RESTORE SURFACE CONDITIONS TO THE SATISFACTION OF OCPW INSPECTOR NOTES: 116 [low- .,i %mw; 3' \ � (TYP) • TS# 30 399+70 `9 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. w wm 70' skim 1 3' pf TYP 1 5 �-------------------------- mom � TS# 29 TS# 29 401+50 _ 401+50 ---------- ------------�-------- 1 is" 36" DIP WATER PIPELINE I � � COUNTY OF ORANGE � � �•% m —4 am"m ;u -< 100, -4 FOUNTAIN VALLEY CHANNEL N.T.S. •v (7 T 0 -- -------------- ------- > Z z z TS# 30 MG) 399+70 ,� m L - - - - - - J ' 140' N.T.S. 11 1 - 1 �33' M # CITY OF HUNTINGTON BEACHrI(TYP) 1 5 1 TS# 31r' 9 , 397+14 CATHODIC PROTECTION LAYOUT XVII SCALE: NTS F C-9438-2 0 SPLICE TO #8 AWG ANODE HEADER CABLE (TYP.) SEE DETAIL 21 GRADE 34" (TYP.) 10" MIN (TYP) BURIED WARNING TAPE SEE DETAIL 26 U 3' (TYP.) RESTORE TO EXISTING SURFACE CONDITIONS AS NECESSARY TEST STATION 48" 4' T7_ 8 , 48# HIGH -POTENTIAL MAGNESIUM NOTES: ANODE (TYP.) SEE DETAIL 3 1. LOCATE ANODE GROUNDBED 21 APPROXIMATELY 5' AWAY FROM THE TEST STATION AND A MINIMUM OF 20' AWAY FROM ANY ADJACENT ANODE GROUNDBEDS. ANODE HEADER CABLE #8 AWG f ANODE GROUNDBED DETAIL SCALE: NTS -IR-FREE COUPON SEE DETAIL � s' / 26 /-REFERENCE ELECTRODE SEE DETAIL �12 25 25 NATIVE SOIL ` BACKFILL PRE -PACKAGED ANODES WITH NATIVE SOIL nf_Nnnrn C%ml 1T owl T CONNECTOR NECTOR 2 LAYERS OF HALF -LAPPED PVC TAPE CABLE SPLICE DETAIL SCALE: NTS _F-LAPPED SING TAPE SILVER S CONNEC- SECURE WITH #12 AWG HI LEAD WIRE BACKFILL COMPOSITION 75% GYPSUM 20% BENTONITE 5% SODIUM SULPHATE 48LB. ANODE SPECS: INGOT WEIGHT: 48 LBS. PKGD WEIGHT: 96 LBS. INGOT DIMENSIONS: 5" X5" X 31" PKGD DIMENSIONS: 8" X 34" IMPORTANT NOTE: REMOVE PLASTIC/PAPER BAG FROM ANODE BEFORE INSTALLING. nnr+lZnr+Cn r7)At-%IZCII I CHEMICAL COMPOSITION ELEMENT CONTENT % Al 0.010% Mn 0.50 - 1.30% Cu 0.02% MAX. Ni 0.001 % MAX. Fe 0.03% MAX. OTHER 0.30% MAX. Mg REMAINDER HIGH -POTENTIAL MAGNESIUM ANODE DETAIL SCALE: NTS C-9438-2 E a 0 N I Ln N N 00 0 TOGGLE SWITCH TYPE RS 0.01 OHM SHUNT (TYP), 6 AMPS 1/8" THK COPPER BUS BAR ENGRAVED LABEL (TYP) STA. ##+##. ## .. il( 0 LABEL OR ENGRAVING (TYP) COPPER OR BRASS HARDWARE (TYP) RING CONNECTOR (TYP) TOGGLE SWITCH TYPE RS 0.01 OHM SHUNT (TYP), 6 AMPS\ 1/8" THK COPPER BUS BAR ENGRAVED_ LABEL (TYP) .. il( 0 TA. ##+##• ## LABEL OR ENGRAVING (TYP) /-- COPPER OR BRASS HARDWARE (TYP) RING CONNECTOR (TYP) TOGGLE SWITCH TYPE RS 0.01 OHM SHUNT (TYP), 6 AMPS 1/8" THK COPPER BUS BAR ENGRAVED LABEL (TYP) PIPE FrO S�A. ##+##. ## OQ OUPON 0 o r (9 r �rno (9 "1 ANODE 00 COUP REF PIPE ml #12 AWG/THHN COUPON (GREEN) #14 AWG RHH-RHW REFERENCE CABLE (YLW) COPPER BUS BAR 1/4" MICARTA OR PHENOLIC PANEL 6" X 7" #8 AWG/HMWPE DRAIN STRUCTURE LEAD (BLK) #12 AWG/THHN COUPON (GREEN) #8 AWG HMWPE (BLK) ANODE HEADER CABLE #8 AWG/HMWPE STRUCTURE LEADS ISOLATED SIDE (WHITE) #8 AWG/HMWPE TEST STRUCTURE LEAD (BLK) TERMINAL BOARD TYPE 1 DETAIL SCALE: NTS SHUNT WASHER SPRING LOCK WASHER PHENOLIC OR MICARTA ----- NUT (TYP. OF 3) OPPER WIRE LUG uOLT TERMINAL BOARD PLAN VIEW SCALE: NTS ANODE 00 N #12 AWG/THHN - COUPON (GREEN) - 1/4" MICARTA OR PHENOLIC PANEL 6" X 7" #8 AWG/HMWPE DRAIN STRUCTURE LEAD (BLK) #12 AWG/THHN COUPON (GREEN) _#8 AWG HMWPE (BLK) ANODE HEADER CABLE ' #8 AWG/HMWPE TEST STRUCTURE LEAD (BLK) #14 AWG RHH-RHW REFERENCE CABLE (YLW) TERMINAL BOARD TYPE 2 DETAIL SCALE: NTS #8 AWG/HMWPE STRUCTURE LEADS ISOLATED SIDE (WHITE) ANODE 00 m #12 AWG/THHN COUPON (GREEN) LABEL OR ENGRAVING (TYP) COPPER OR BRASS � HARDWARE (TYP) RING CONNECTOR (TYP) ,_1/4" MICARTA OR PHENOLIC PANEL 6"X7" #8 AWG/HMWPE DRAIN STRUCTURE LEAD (BLK) #12 AWG/THHN COUPON (GREEN) #8 AWG HMWPE (BLK) ANODE HEADER CABLE #8 AWG/HMWPE TEST STRUCTURE LEAD (BLK) #14 AWG RHH-RHW REFERENCE CABLE (YLW) TERMINAL BOARD TYPE 3 DETAIL SCALE: NTS C-9438-2 0 TYPE RS 0.01 OHM SHUNT (TYP), 6 AMPS 1" WIDE COPPER BUS BAR HOFFMAN FIBERGLASS ENCLOSURE MODEL A12106CHQRFG (12"X10"X6") TYPE RS 0.01 OHM _ SHUNT (TYP), 6 AMPS ' k-- HOFFMAN FIBERGLASS ENCLOSURE MODEL A12106CHQRFG (12"X10"X6") LABEL OR z ENGRAVING (TYP) LABEL OR ENGRAVING (TYP) z�:: #8 AWG/HMWPE 7 DRAIN STRUCTURE X/ STA. f/Jf+f/f/.f/J/ #8 AWG/HMWPE DRAIN STA. f/J/+f/J/.Jff/ LEAD(BLK) ENGRAVED STRUCTURE LEAD (BLK) ENGRAVED LABEL (TYP) LABEL (TYP) #12 AWG/THHN PIPE � � � #12 AWG/THHN PIPE O O � COUPON (GREEN) #10 AWG THHN OUPON � � � � COUPON (GREEN) #10 AWG THHN BOND CABLE BOND CABLE #8 AWG/HMWPE � O TOGGLE Ffl � O TOGGLE TEST STRUCTURE SWITCH SWITCH LEAD (BLK) � REF p REF #14 AWG RHH-RHW ANODE O O� O ANODE O O� REFERENCE O COUP CABLE (YLW) COUP � ASIN / REFERENCE CABLE (YLW) COUPON(GREEN) #8 AWG HMWPE (BLK) - ANODE HEADER CABLE #12 AWG/THHN COUPON (GREEN) #8 AWG/HMWPE TEST STRUCTURE LEAD (BLK) SINGLE 2" CONDUIT (TYP) JUNCTION BOX TYPE 1 DETAIL SCALE: NTS #8 AWG HMWPE (BLK) ANODE HEADER CABLE ASIN #8 AWG/HMWPE CASING (WHITE) SINGLE 2" CONDUIT (TYP) JUNCTION BOX TYPE 2 DETAIL SCALE: NTS C-9438-2 E a O N I Ln N N 00 O STEEL WASHER TYPE "E" GASKET RETAINER RING: NEMA LI-1 GRADE G-10 GASKET SEAL: NITRILE STEEL WASHER IIm%..) TING WASHER NEMA LI-1 GRADE G-10 INSULATING SLEEVE NEMA LI-1 GRADE G-10 INSULATING WASHER NEMA LI-1 GRADE G-10 ISOLATION FLANGE KIT SCALE: NTS STEEL WASHER (TYP.) STEEL FLANGE NUT WATER PIPELINE INSULATING WASHER (TYP.) INSULATING GASKET INSULATING SLEEVE FLANGE STEEL FLANGE BOLT WATER PIPELINE INSULATION FLANGE KIT INSTALLATION SCALE: NTS C-9438-2 0 DAB Iv Steltho 1 Cu-CuSO4 WATER & BURIED ED IL OR H Dun,SUBMERGED APPLICATIONS REFERENCE TE ELECTRODE MANUFACTURING,MANUfACTURING,INC. MODEL SRE-002-CFY Installation Instructions Stelth° 1 CU-CUSO4 Model SRE-002-CFY with "Moisture Retention Membrane" Remove the plastic bag from the Stelth 1 reference electrode just prior to installation. There will be I� moisture if not actual water in this plastic bag. This is intentional as each cell is saturated with distilled water prior to shipment. (We do this to give you a reference cell that will instantly fire up when installed. There will be no waiting for several hours, which was the standard operating procedure in the past.) Always try to install the Stelth 1 reference cell below the frost line in a buried installation and in a water tank below the frozen surface mass. (In frozen soil or frozen water conditions, reliable potential readings are almost always impossible to obtain. You can obtain good readings year round by installing the Stelth 1 reference electrode in non frozen areas). 9 4e FOR BURIED APPLICATIONS: ow 1. Bore a hole 2 inches in diameter and deep enough to place the Stelth 1 reference cell level with, or below the spring line (horizontal centerline) of the structure and between 3" and 24" .14W from the structure. 2. Remove the cap from the Stelth 1 reference electrode to expose the ceramic sensing area. 3. Pre-soak the Stelth 1 electrode in a clean bucket of fresh potable water just prior to installation for 20 to 30 seconds. Place the Stelth 1 cell in the hole, at the correct level and then pour the remaining water in the bucket in the hole over the Stelth 1 reference cell. (This procedure is important because we are creating a condition for the surrounding soil and backfill to penetrate and lock into the pores of the Stelth 1 cell, giving you the best chance for a reduced IR reading possible. Also, the backfill will easily compact around the electrode with this water present). 4. Immediately after soaking and placing the Stelth 1 in the hole, proceed to backfill with native soil ONLY. Do not use clean / washed sand (unless the sand is the native soil such as in tank bottom installations). After backfilling with the native soil, lightly tamp backfill by hand to ensure good compaction. (NOTE: There is absolutely no requirement for any other backfill other than the native soil. Therefore plasters, bentonite, etc. are not required nor are they in any way recommended. In fact, they will only add significantly to any IR problems that may exist.) FOR WATER TANK APPLICATIONS: 1.215" (31 mm) 1.215" (31 m m) Specifications: 1" (26 mm) diameter 8.25" (210 mm) There is no need to presoak the Stelth 1 reference electrode. The wire connection, to the electrode, is the strongest point over the length of the wire and you do not have to worry about placing a normal load on this connection. Do not forget to REMOVE the plastic 1 . Wire = #14 RHH-RHW Yellow Tray Cable 8. Laboratory Grade Chemistry cap from the Stelth 1 reference electrode to expose the ceramic sensing area. (low density cross -linked polyethelyne) 9. High -Impact ABS, Ceramic with Moisture Retention Membrane CAUTION: If the Stelth 1 reference electrode is being used to control your rectifier, make sure that the device reading the reference 2. Concentrated Chloride Sulfate Reservoir 10. Stability ±5 mV vs. standard cell has at least 20 MQ of internal impedance. If not, you will be driving an excessive amount of current through the electrode, which 3. Hydrogen Sulfide Ion Trapping Chemistry 11. Working Temperature Range +32T to +176T (0°C to 80°C) will destroy it or any other electrode placed in the same circumstances. Generally older equipment, dating back to the 1970s, had very low internal impedances. Older SCADA systems almost always cannot handle this application correctly. 4. 99.9% Pure Copper Reference Element 12. o 0 0 0 Material Temperature Range -60 F to +185 F (-51 C to 85 C) 5. Hydrogen Sulfide Indicators 13. Infinite shelf life, infinate stability 1. Run the lead wire attached to the Stelth 1 reference electrode to a separate terminal in your test station or rectifier. 6. Hydrocarbon Indicators 14. Warranty: 30 Years 2. Attach an additional wire to the structure. 3. Run this wire from the structure to another terminal in the test station or rectifier. Don't connect these wires together. (By 7. Expanded Reference Element connecting these two wires together you may possibly create a condition where current is allowed to pass through the reference cell causing its ultimate failure). SPECIAL NOTICE 1: The Stelth 1 reference electrode has been specifically designed to be used in both dry soil and water saturated conditions (water tanks). In buried applications the Stelth 1 will hibernate when the soil dries up and there is no circuit to provide an electrical path. The cell will awaken when moisture returns to the soil and a circuit can be re-established. SPECIAL NOTICE 2: The Stelth 1 reference electrode, model SRE-002-CFY has an infinite shelf life. © BORIN Manufacturing 1 5741 Buckingham Parkway, Unit B, Culver City, CA 90230, USA 1 310-822-1000 1 Fax: 310-338-3434 1 www.borin.com 1 2016-11-26 REFERENCE ELECTRODE INSTALLATION INSTRUCTIONS SCALE: NTS n n Li F)Ci MANUFACTURING, INC. STELTHI 1 Cu-CuSO, Reference Electrode Model SRE-002-CFY Not to scale For instructional use only I Revised: December 6, 2016 e Registered Trademark of BORIN Manufacturing 1 5741 Buckingham Pkwy Unit B, Culver City, CA 92102 1 (310) 822-1000 1 www.borin.com REFERENCE ELECTRODE SCALE: NTS C-9438-2 N I Ln N N 00 O w z J W W 01 i I Cn a� 0 11640 US Highway 1 Sebastian, FL 32958 772-794-9448 Fax 772-794-9908 www.mcmiller.com Our IR-free corrosion coupon is designed for easy installation next to existing test stations, as shown here. THNN No. 12 —. Wire Stranded 25 feet Strip of Insulation Soldered in place l T Q 860„ Potted —� to Seal Wires �­ soo'4 Coupon Specifications* • THHN No. 12 stranded wire • 3M potting compound *Coupons can be customized to your specifications. Optional alloy and surface area designs are encouraged. Easy Installation Using an auger, bore a hole to the horizontal center line of the pipeline, about 4 to 12 inches away from the pipeline. Then, lower the coupon into the hole by its wires. Drop native soil in the hole until about 1-1/2" to 2" (inches) of soil is packed over the coupon, so that it will remain outside of the PVC tube. Install the PVC tube 1-1/2" to 2" (inches) above the coupon, with the wires outside the tube. Then fill the tube with native soil, which should be saturated with water and thoroughly packed to remove excess air. Install the No. 12 color coded wires along the outside of the PVC tube and insert through a hole at the base of the adjacent test station. Drill a hole in the test station just below grade level to accomodate the wire. Then, connect one of the color coded coupon wires to the structure test wire by direct connection or through a jumper bar at the test station box. Easy Measurement After the coupon has been polarized, insert a half -cell into the top of the PVC tube, contacting the compacted soil above the coupon. Connect a LC-4 selectable voltmeter to the color coded coupon wire and the half -cell. An IR-free potential reading is obtained by breaking the connection between the coupon wire and the structure test wire, usually through the jumper bar, interrupting cathodic protection to the coupon. Take a potential measurement one to two seconds after breaking the coupon connection. C00075 Carbon 0.155 sq in (1cm2) COU100 1.55 sq in (10cm2) COU170 1.353 sq in (8.73cm2) COU220 1.55 sq in (10cm2) COU425 15.5 sq in (100cm2) Ductile Iron Part # COU? G 1.55 sq in (10Cm2) Aluminum COU300 1 1.55 sq in (10cm2) Stainless Steel COU350 1.55 sq in (10cm2) Instruments and Equipment for the Corrosion Engineer (-1-IR-FREE COUPON 26 SCALE: NTS 40W ' BURIED CA�r' G9F c,�y�oc�9 or DlF�loylyF� DIRECT BURIAL WARNING TAPE SCALE: NTS 0.12' AC OR ARHM WHERE SHOWN ON PLAN FULL DEPTH AC TO 1 1/2 BELOW EXIST. AC EXISTING STRUCTURAL SECTION TRENCH ZONE VARIES PIPE — 0.D. I 12" PIPE 1/4 O.D. ZONE 3/4 O.D.' 4" MIN. = 8"-10" PIPE 6" MIN. = 12" PIPE OR LARGER 12" NOTES: CITY OF FOUNTAIN VALLEY STD. PLAN 120 2' MIN. VARIES AS DETERMINED BY THE CITY INSPECTOR 95% COMPACTED A.B. CLASS II SAND EQUIVALENT 30 MATERIAL OR 1 1/2 SACK SLURRY BACKFILL SAND EQUIVALENT 30 MATERIAL 3/4" MAX. CRUSHED ROCK 1 1/2" MAX. GRAVEL APPROVED GEOTEXTILE (MIRAFI 50OX, CONTECH C200 OR EQUIVALENT) 1. ALL UTILITIES TO BE INSTALLED BENEATH PUBLIC STREETS (LOCAL STREETS EXCEPTED) SHALL BE BORED UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS INSPECTOR. IF OPEN CUTTING OF A STREET IS ALLOWED, REPAIR OF THE STREET SHALL BE IN ACCORDANCE WITH THIS STANDARD PLAN. 2. BACKFILL ABOVE PIPE ZONE SHALL BE COMPACTED TO 907. MAXIMUM DENSITY WHEN SLURRY BACKFILL IS NOT USED (WITH THE EXCEPTION OF THE TWO FEET IMMEDIATELY UNDER THE ASPHALT WHICH SHALL BE CLASS II AGGREGATE BASE COMPACTED TO 95% MAXIMUM DENSITY). COMPACTION TESTS SHALL BE TAKEN BY CONTRACTOR AT RANDOM LOCATIONS FOR EVERY 8" OF LIFT. 3. UPON COMPLETION OF TRENCH REPAIR, AC SHALL BE GROUND TO 0.12 DEPTH AND REPAVED A FULL LANE WIDTH FOR EACH AND EVERY LANE AFFECTED FOR THE ENTIRE LENGTH OF THE TRENCH. 4. THE EDGE OF THE TRENCH SHALL BE A NEAT CUT AS APPROVED BY THE PUBLIC WORKS INSPECTOR. THE TRENCH SHALL BE CAPPED WITH AC EVEN WITH THE FINISHED GRADE TO THE SATISFACTION OF THE PUBLIC WORKS INSPECTOR. 5. FINAL ASPHALT PATCHING SHALL BE IN ACCORDANCE WITH STD. 120. REVISIONSI CITY OF FOUNTAIN VALLEY UTILITY TRENCH REPAIR APPROVED BY: MARK LEWIS R.gr E 49335 CITY ENGINEE DATE: 04/01/15 STANDARD PLAN NO. 219 STD PLAN NO. 219 - UTILITY TRENCH REPAIR SCALE: NTS C-9438-2 E n 00 O N I u7 cV cV 00 O C) 10' L SCORE MARK(TYP.) 3�: o OR EXPANSION JOINT SIDEWALK 10' O.C. CURB & GUTTER ARTERIAL HIGHWAY R/W SCORE MARK(TYP.) OR EXPANSION JOINT 10' O.C. 10' PARKWAY WIDTH VARIES RESIDENTIAL STREET SIDEWALK CURB & GUTTER NOTES : 1. THICKNESS OF SIDEWALK SHALL BE 4" EXCEPT IN DRIVEWAY APRONS ( STD. No. 205). 2. CURB AND GUTTER SHALL HAVE 1 /4" PREMOLDED EXPANSION JOINTS AT THE ENDS OF CURB RETURNS AND 1-1 /2" DEEP WEAKENED PLANE JOINTS AT INTERVALS SHOWN HEREON. JOINTS SHALL HAVE EDGES WITH 1 /8" RADII. 3. SEE SIDEWALK RETURN (STD. No. 202) AND DRIVEWAY STANDARDS (STD. No. 205 & 206) FOR ADDITIONAL EXPANSION JOINT REQUIREMENTS. 4. SIDEWALK SHALL BE PORTLAND CEMENT CONCRETE IN ACCORDANCE WITH STANDARD NO. 116. 5. ALL SOILS SHALL BE BROUGHT TO MAXIMUM SATURATION OR AS INDICATED IN THE APPROVED SOILS REPORT. 6. PRE -EMERGENT WEEDKILLER MUST BE APPLIED PRIOR TO CONSTRUCTION OF SIDEWALK. 7. SEE STD. No. 218 FOR MOISTURE BARRIER REQUIREMENTS. 8. SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 90 % RELATIVE COMPACTION. IREvrsrorvsl CITY OF FOUNTAIN VALLEY IL SIDEWALK DETAILS APPROVED BY: MARK LEWIS R. Er°-49335 CITY ENGINEE O' DATE: 04/01/15 STD PLAN NO. 201 - SIDEWALK DETAILS SCALE: NTS STANDARD PLAN NO. 201 SHEET: 1 OF 1 C-9438-2 E a 00 0 N I Ln N N 00 0 - B}-9eall, R Ndviii°'�-_ PACIFIC • OCEAN PROJECT LOCATION VICINITY MAP NOT TO SCALE ABBREVIATIONS (IN ADDITION TO GREENBOOK SECTION 1-3.2) APN ASSESSOR'S PARCEL NUMBER NTS NOT TO SCALE APPROX APPROXIMATE OCSD ORANGE COUNTY SANITATION DISTRICT AWG AMERICAN WIRE GAUGE P PIPELINE AVE AVENUE PKWY PARKWAY BLVD BOULEVARD QTY QUANTITY BOM BILL OF MATERIALS RD ROAD CNL CANNOT LOCATE REV REVISION RTE ROUTE CP CATHODIC PROTECTION R/W RIGHT OF WAY CULV CULVERT S SOUTH DIET DETAIL SHT SHEET DIA DIAMETER SPEC SPECIFICATION DIST DISTRIBUTION ST STREET DWY DRIVEWAY STA STATION E EAST STL STEEL EASE EASEMENT TCP TRAFFIC CONTROL PLAN ELEV ELEVATION TEMP TEMPORARY FH FIRE HYDRANT TYP TYPICAL FIG FIGURE UG UNDERGROUND FLG FLANGE USA UNDERGROUND SERVICE ALERT FWY FREEWAY V VALVE GACP GALVANIC ANODE CATHODIC PROTECTION W WATER HMWPE HIGH MOLECULAR WEIGHT POLYETHYLNE WV WATER VALVE HWY HIGHWAY W/ WITH IFK INSULATING FLANGE KIT W/O WITHOUT LN LANE LOC LOCATION MAX MAXIMUM MH MANHOLE MIN MINIMUM MISC MISCELLANEOUS N NORTH NACE NATIONAL ASSOCIATION OF CORROSION ENGINEERS CALL TOLL FREE 1-800- 227- 2600 BEFORE YOU DIG \LIFOR�% PUBLIC WORKS DEPARTMENT CATHODIC PROTECTION UPGRADES PROJECT REACH # 2 - 36" WATER MAIN EXHIBIT B CONTRACT NO. C-9483-2 PROJECT NO. 24W1 1 APPROVED: DATE: DAVID A. WEBB, PUBLIC WORKS DIRECTOR APPROVED: DATE: JIM HOULIHAN, P.E., DEPUTY PWD / CITY ENGINEER LEGEND (CATHODIC PROTECTION EXISTING PIPELINE 0 EXISTING CP TEST STATION H EXISTING FLANGE �mm�wme OC PUBLIC WORKS / SANITATION DISTRICT BOUNDARY PROPOSED VERTICAL ANODES PROPOSED REFERENCE ELECTRODE AND COUPON PROPOSED CP TEST STATION APPROVED: / SARVJIT SINGH, ENGINEERING MANAGER EMERGENCY TELEPHONE NUMBERS DAY NIGHT SOUTHERN CALIFORNIA GAS COMPANY (800) 427-2200 SOUTHERN CALIFORNIA EDISON COMPANY (800) 611-1911 AT&T TELEPHONE COMPANY (800) 332-1321 CITY OF NEWPORT BEACH UTILITIES DEPARTMENT (949) 644-3011 (949) 644-3717 ORANGE COUNTY SANITATION DISTRICT (714) 962-2411 MESA WATER DISTRICT (949) 631-1200 SPECTRUM (833) 949-0036 COX COMMUNICATIONS (844) 780-6054 CROWN CASTLE (888) 632-0931 MCI VERIZON BUSINESS (844) 780-6054 DATE: 8-12-25 GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2015 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS- THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS, UNLESS NOTED OTHERWISE. 4. P.C.C. SHALL BE CLASS 560—C-3250 UNLESS NOTED OTHERWISE. 5- CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VAULTS, WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE PER CITY STANDARDS. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 6. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 7. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. FAILURE TO DO SO WILL PLACE RESPONSIBILITY OF THE CONTRACTOR FOR CORRECTION. 8. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE —VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. 9. THE UTILITY LOCATIONS ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE USED FOR REFERENCE ONLY. UTILITY LOCATIONS AND ALL OTHER SUBSTRUCTURES SHALL BE FIELD VERIFIED BY DELINEATING THE WORK AREA AND CALLING THE APPROPRIATE UNDERGROUND SERVICE ALERT (USA) 811, A MINIMUM OF 48 HOURS IN ADVANCE AND CLEARED PRIOR TO THE BEGINNING OF ANY CONSTRUCTION WORK. 10. ALL CONCRETE SIDEWALKS OR CURBS TO BE REPLACED SHALL BE SAWCUT TO THE NEAREST TRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL JOINT OR WEAKENED PLANE JOINT AND REPLACED IN CONFORMANCE WITH THE APPLICABLE PROVISIONS OF THE CITY OF NEWPORT BEACH. EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS. 11. ALL P.C.0 AND A.C. PAVEMENT REMOVALS SHALL BE OUTLINE TO NECESSARY WORKING LIMITS AND SAWCUT PRIOR TO THE REMOVAL. ALL DEBRIS CREATED BY THE REMOVAL OPERATIONS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF AWAY FROM THE JOB SITE IN A MANNER AND AT A LOCATION ACCEPTABLE TO THE CITY OF NEWPORT BEACH. 12• ALL EXCAVATIONS SHALL BE IN ACCORDANCE WITH TITLE EIGHT (8) OF THE CALIFORNIA CODE OF REGULATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REQUIRED CALOSHA PERMIT FOR EXCAVATIONS OR TRENCHES FIVE (5) FEET IN DEPTH OF GREATER. TRENCH LIMITATIONS WILL BE GOVERNED BY THE CITY OF NEWPORT BEACH OR THE PERMITTING AGENCY. 13. THE CONTRACTOR SHALL MAINTAIN THE WORK AREA IN A NEAT, SAFE, CLEAN AND SANITARY CONDITION AT ALL TIMES AND TO THE SATISFACTION OF THE CITY OF NEWPORT BEACH. STREETS SHALL BE KEPT CLEAN OF DEBRIS, WITH DUST AND NUISANCE BEING CONTROLLED AT ALL TIMES. LOOSE EXCAVATED MATERIAL SHALL NOT BE PLACED OR STORED IN WATERWAYS. ALL EXCESS EXCAVATED SOIL AND MATERIALS SHALL BE REMOVED AND DISPOSED OF IN A PROPER AND LEGAL MANNER BY THE CONTRACTOR. 14. AT THE END OF EACH WORKING DAY AND AT THE TIMES WHEN CONSTRUCTION OPERATIONS ARE SUSPENDED FOR ANY REASON, THE CONTRACTOR SHALL REMOVE ALL EQUIPMENT, VEHICLES, MATERIAL, TRAFFIC CONTROL DEVICES, STOCKPILE OR ANY OTHER FORM OF OBSTRUCTION FROM THE RIGHT—OF—WAY. 15. ALL LANDSCAPING AND GRASS AREAS SHALL BE RESTORED TO ITS ORIGINAL PER THE PROJECT SPECIFICATIONS AND REPAIRED TO THE SATISFACTION OF THE CITY OF NEWPORT BEACH OR TO THE REGULATORY AGENCY HAVING JURISDICTION. 16. THE CONTRACTOR SHALL RESTORE ALL EXISTING SURFACE IMPROVEMENTS (INCLUDING BUT NOT LIMITED TO: HARDSCAPE, A.G., P.C.C., BRICK, ETC.) TO ITS ORIGINAL CONDITION TO THE SATISFACTION OF THE OWNER AND TO THE REGULATORY AGENCY HAVING JURISDICTION. 17. ALL NEW CATHODIC PROTECTION EQUIPMENT INSTALLATIONS TO BE FIELD LOCATED TO MINIMIZE IMPACT TO THE EXISTING SURFACE CONDITIONS AND AVOID CONFLICT WITH EXISTING UTILITIES OR SUBSTRUCTURES. LOCATIONS SHOWN ON THESE PLANS TO BE USED AS REFERENCE AND ARE APPROXIMATE. SHEET INDEX SHEET NO. DESCRIPTION APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: MARK VUKOJEVIC, P.E. Ic"IECU SINACORI, P.E. DIRECTOR /ASSISOAT CITY ENGINEER UTILITIES DEPARTMENT DATE: ii" ' 2S' DATE: O� .Z00 ' 7 01 TITLE SHEET CATHODIC PROTECTION 02 NOTES, LEGEND & ABBREVIATIONS 03 OVERALL CATHODIC PROTECTION SITE PLAN 04 CATHODIC PROTECTION LAYOUT 1 05 CATHODIC PROTECTION LAYOUT II 06 CATHODIC PROTECTION LAYOUT III 07 CATHODIC PROTECTION LAYOUT IV 08 CATHODIC PROTECTION LAYOUT V 09 CATHODIC PROTECTION LAYOUT VI 10 CATHODIC PROTECTION LAYOUT VII 11 CATHODIC PROTECTION LAYOUT VI 11 12 CATHODIC PROTECTION LAYOUT IX 13 CATHODIC PROTECTION LAYOUT X 14 CATHODIC PROTECTION LAYOUT A 15 CATHODIC PROTECTION LAYOUT XII 16 CATHODIC PROTECTION DETAILS 1 17 CATHODIC PROTECTION DETAILS 11 18 CATHODIC PROTECTION DETAILS 111 19 CATHODIC PROTECTION DETAILS IV C-9483-2 REACH # 2 - 36" WATER MAIN GENERAL NOTES, VICINITY MAP, LOCATION MAP CITY OF NEWPORT BEACH VII-5412-S PUBLIC WORKS DEPARTMENT SHEET 01 OF 19 CONSTRUCTION PHASES: CONSTRUCTION NOTES: ANODE INSTALLATION INSTRUCTIONS: EACH PHASE OF THE GALVANIC CATHODIC PROTECTION SYSTEM INSTALLATION CAN BE PERFORMED INDEPENDENTLY OR CONCURRENTLY. 1. ANODE CABLES SHALL BE #12 AWG SINGLE CONDUCTOR STRANDED COPPER WITH 1 O INSTALL NEW DISTRIBUTED VERTICAL ANODE HMWPE INSULATION. GROUNDBED - SEE DETAIL 1 ON SHEET 16 1. INSTALL THIRTEEN (13) ANODE GROUND BEDS. 2. ANODE HEADER CABLES SHALL BE #8 AWG SINGLE CONDUCTOR STRANDED COPPER INSTALL NEW TERMINAL BOARD IN EXISTING TEST WITH HMWPE INSULATION. O 2. INSTALL ONE (1) ISOLATION FLANGE KIT STATION - SEE DETAILS 3 & 4 ON SHEET 17 3. HIGH POTENTIAL MAGNESIUM ANODES SHALL BE USED. 3. INSTALL THIRTEEN (13) COPPER -COPPER SULFATE REFERENCE ELECTRODES. INSTALL NEW TERMINAL BOARD IN NEW TEST 4. THE ANODE GROUNDBED SHALL BE LOCATED BASED ON FIELD CONDITIONS. ANODES O 4. INSTALL THIRTEEN (13) DIP COUPONS. STATION -SEE DETAILS 4 & 5 ON SHEET 17 SHALL NOT BE CARRIED BY MEANS OF ANODE LEAD WIRES. DAMAGED ANODES SHALL BE 5. INSTALL FOURTEEN (14) TEST STATION TERMINAL BOARDS. REPLACED BY THE CONTRACTOR AT THEIR SOLE EXPENSE. ANODE SPACING SHALL BE 6. TRENCH AND ROUTE ANODE CABLES TO TEST STATIONS. AS SHOWN ON THE DRAWINGS. O REPLACE/INSTALL ISOLATION FLANGE KIT - SEE DETAILS 1 & 2 ON SHEET 19 7. SURFACE RESTORATION OF ALL EXCAVATIONS/TRENCHES PER CITY OF HUNTINGTON 5. UNDER NO CIRCUMSTANCES SHOULD THE ANODE LEAD WIRES BE CLAMPED OR PINCHED BEACH STANDARD RESTORATION DETAILS. DURING LOWERING. INSTALL NEW TEST STATION - SEE DETAIL 4 ON 5 O SHEET 16 ADDITIONAL NOTES: 1. TRENCHING AND EXCAVATION NOTES: a. THE UTILITY LOCATIONS ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE USED FOR REFERENCE ONLY. UTILITY LOCATIONS AND ALL OTHER SUBSTRUCTURES SHALL BE FIELD VERIFIED. b. DELINEATE WORK AREA AND CALL THE APPROPRIATE UNDERGROUND SERVICE ALERT (USA) 811, 48 HOURS (NOT INCLUDING INITIAL DAY) PRIOR TO START OF WORK. c. TRENCH LIMITATIONS WILL BE GOVERNED BY THE PERMITTING AGENCY. d. NOTIFY THE LOCAL DISTRICT CONTACT AND THE REGION'S ENVIRONMENT SPECIALIST IF CONTAMINATED SOIL IS ENCOUNTERED OR SUSPECTED. e. ALL EXCAVATIONS SHALL BE IN ACCORDANCE WITH TITLE EIGHT (8) OF THE CALIFORNIA CODE OF REGULATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REQUIRED CALOSHA PERMIT FOR EXCAVATIONS OR TRENCHES FIVE (5) FEET IN DEPTH OR GREATER. 2. ANODE CABLES ARE TO BE INSTALLED AND SECURED WITHOUT DAMAGE TO THE INSULATION. 3. LOOSE EXCAVATED MATERIAL SHALL NOT BE PLACED OR STORED IN WATERWAYS. ALL EXCESS EXCAVATED SOIL AND MATERIALS SHALL BE REMOVED AND DISPOSED OF IN A PROPER AND LEGAL MANNER BY THE CONTRACTOR. ALL DISTURBED SURFACE AREAS SHALL BE SHAPED TO FACILITATE DRAINAGE AND AVOID PONDING AND RESTORED TO NEAR NATURAL OR PRE -CONSTRUCTION CONDITIONS. 4. INFORMATION ON EXISTING UTILITIES AND OTHER SUBSTRUCTURES SHALL BE OBTAINED FROM THE APPROPRIATE AGENCIES. ALL CONSTRUCTION SHALL BE DONE A MINIMUM 48 HOURS AFTER USA DIG CALL ALERTS HAVE BEEN MADE AND USA DIG HAS CLEARED THE AREA. 5. ADEQUATE SAFETY MEASURES SHALL BE MAINTAINED BY THE PROPER SCHEDULING OF PROPOSED INSTALLATIONS, IN ACCORDANCE WITH SECURED OR PROVIDED PERMITS. 6. ALL CONSTRUCTION SHALL CONFORM TO NACE STANDARDS AND PROJECT SPECIFICATIONS, AND SHALL BE AS PER APPROVED DRAWINGS. ALL THE PROPER PERMITS AS REQUIRED BY THE COUNTY MUST BE MET BEFORE BEGINNING THE FIELD INSTALLATION. SURFACE RESTORATION PER CITY OF HUNTINGTON OBEACH TRENCH RESTORATION - SEE DETAIL 3 ON SHEET 19 OINSTALL REFERENCE ELECTRODE AND DUCTILE IRON COUPON - SEE DETAIL 1 ON SHEET 16 OSIDEWALK RESTORATION PER CITY OF HUNTINGTON BEACH - SEE DETAIL 4 ON SHEET 19 9 RESTORE SURFACE CONDITIONS TO THE SATISFACTION OF OCPW INSPECTOR GALVANIC ANODE CATHODIC PROTECTION TEST STATION SCHEDULE TEST STATION # STATION LOCATION AS -BUILT PIPE MATERIAL DIA (INCHES) QUANTITY OF ANODES REMARKS TS #1 219+65 TALBERT CHANNEL W 5233 S DUCTILE IRON 36 5 INSTALL DISTRIBUTED VERTICAL AND HAMILTON AVE — — ANODE GROUND BED TS #2 223+15 HAMILTON AVE E/O W 5233 S DUCTILE IRON 36 5 INSTALL DISTRIBUTED VERTICAL TALBERT CHANNEL — — ANODE GROUND BED TS #3 227+50 HAMILTON AVE E/O W 5233 S DUCTILE IRON 36 5 INSTALL DISTRIBUTED VERTICAL NORTHSHORE LN — — ANODE GROUND BED TS #4 232+70 HAMILTON AVE W/O W 5233 S DUCTILE IRON 36 5 INSTALL DISTRIBUTED VERTICAL BUSHARD ST — — ANODE GROUND BED TS #5 237+00 BUSHARD ST S/O W 5233 S DUCTILE IRON 36 5 INSTALL DISTRIBUTED VERTICAL DRUMBEAT DR — — ANODE GROUND BED TS #6 242+70 BUSHARD ST S/O W 5233 S DUCTILE IRON 36 5 INSTALL DISTRIBUTED VERTICAL LANDFALL DR — — ANODE GROUND BED TS #7 247+20 BUSHARD ST S/O W 5233 S DUCTILE IRON 36 5 INSTALL DISTRIBUTED VERTICAL MOKIHANA DR — — ANODE GROUND BED TS #8 253+20 BUSHARD ST S/O W 5233 S DUCTILE IRON 36 5 INSTALL DISTRIBUTED VERTICAL RAMBLER DR — — ANODE GROUND BED TS #9 259+00 BUSHARD ST N/O W 5233 S DUCTILE IRON 36 5 INSTALL DISTRIBUTED VERTICAL BANNING AVE — — ANODE GROUND BED TS #10 264+20 BANNING AVE W/O W 5233 S DUCTILE IRON 36 5 INSTALL DISTRIBUTED VERTICAL TIDE LN — — ANODE GROUND BED TS #11 269+50 BANNING AVE E/O W 5233 S DUCTILE IRON 36 5 INSTALL DISTRIBUTED VERTICAL TIDE LN — — ANODE GROUND BED TS #12 273+20 BANNING AVE W/O W 5233 S DUCTILE IRON 36 5 INSTALL DISTRIBUTED VERTICAL BROOKHURST ST — — ANODE GROUND BED TS #13 280+80 OCSD PLANT 2 W 5233 S DUCTILE IRON 36 6 INSTALL DISTRIBUTED VERTICAL — — ANODE GROUND BED TS #14 282+45 OCSD PLANT 2 W 5233 S DUCTILE IRON 36 - INSTALL NEW TEST STATION, INSTALL — — ELECTRICAL ISOLATION C-9438-2 0 U Ln i Ln N N 00 0 I DV i 1 I� i I + F ' S�lp _ SEE SHEET 1. 41 y OFlot"" 7 i 1 ~ NOTES: 1. PIPELINE ROUTING SHOWN IS APPROXIMATE ONLY. ir _ r _ Ap1F ik mw I . ri T ' _ 1 Ff ET 06 - - Pik 41 1r 1 SEE SHEET 14 r 12 - r = TS# 12 SEE SHEE SITE PLAN - EXHIBIT B PIPELINE SCALE: NTS Opp J TS# 13 ` TS# 141 ffis "b% LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE EXISTING CP TEST STATION PROPOSED CP TEST STATION C-9438-2 LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE EXISTING CP TEST STATION PROPOSED VERTICAL ANODES C PROPOSED REFERENCE ELECTRODE AND COUPON OC PUBLIC WORKS BOUNDARY CONSTRUCTION NOTES: OINSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 16 OINSTALL NEW TERMINAL BOARD IN EXISTING TEST STATION - SEE DETAILS 3 & 4 ON SHEET 17 TS# 1 219+65 ps � � 1 2 SURFACE RESTORATION PER CITY OF HUNTINGTON Li OBEACH TRENCH RESTORATION - SEE DETAIL 3 ON 3' SHEET 19 9 (TYP) OINSTALL REFERENCE ELECTRODE AND DUCTILE IRON COUPON - SEE DETAIL 1 ON SHEET 16 ; 8 SIDEWALK RESTORATION PER CITY OF HUNTINGTON BEACH - SEE DETAIL 4 ON SHEET 19 _ ORESTORE CONDITIONS HE SATISFACTION OF OCPW INSPECTOR / / NOTES: 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. I�# I CITY OF HUNTINGTON BEACH "' TS# 1 219+651 4� � I � 1 L---------------- - - - - -------- / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 36" DIP WATER PIPELINE � 1 2 223+15 r L---------------------------- CATHODIC PROTECTION LAYOUT I SCALE: NTS C-9438-2 0 U Ln I Ln N N 00 0 map* goo& LEGEND (CATHODIC PROTECTION EXISTING PIPELINE 0 EXISTING CP TEST STATION PROPOSED VERTICAL ANODES C PROPOSED REFERENCE ELECTRODE AND COUPON CONSTRUCTION NOTES: OINSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 16 O2 INSTALL NEW TERMINAL BOARD IN EXISTING TEST STATION - SEE DETAILS 3 & 4 ON SHEET 17 SURFACE RESTORATION PER CITY OF HUNTINGTON (D BEACH TRENCH RESTORATION - SEE DETAIL 3 ON SHEET 19 OINSTALL REFERENCE ELECTRODE AND DUCTILE IRON COUPON - SEE DETAIL 1 ON SHEET 16 OSIDEWALK RESTORATION PER CITY OF HUNTINGTON BEACH - SEE DETAIL 4 ON SHEET 19 l� NOTES: mv 36" DIP WATER PIPELINE w- �0 1 2 6 8O TS# 3 227+50 3, (TYP) It �'k - ■ - 0- 'it. 0-4*tF-tli 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. m � � P T)CATHODIC PROTECTION LAYOUT II SCALE: NTS 'L ------------------ I C-9438-2 LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE 0 EXISTING CP TEST STATION PROPOSED VERTICAL ANODES C PROPOSED REFERENCE ELECTRODE AND COUPON CONSTRUCTION NOTES: OINSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 16 O2 INSTALL NEW TERMINAL BOARD IN EXISTING TEST STATION - SEE DETAILS 3 & 4 ON SHEET 17 SURFACE RESTORATION PER CITY OF HUNTINGTON OBEACH TRENCH RESTORATION - SEE DETAIL 3 ON SHEET 19 OINSTALL REFERENCE ELECTRODE AND DUCTILE IRON COUPON - SEE DETAIL 1 ON SHEET 16 $ SIDEWALK RESTORATION PER CITY OF HUNTINGTON BEACH - SEE DETAIL 4 ON SHEET 19 NOTES: 6A6=mmL� i 36" DIP WATER PIPELINE I Il tan Ave f � # -Mow &- - — . ME6 AAW — — 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. / / / / / / / / / / / — ------------------------ i TS# 4 232+70 L— — — — — — — — — — — — — — — — — — — — — — — — / / / / / / / / / / / / / / / / / / I f 6. or y - a r f t f �• r � I J' r pfo CATHODIC PROTECTION LAYOUT III SCALE: NTS �� @a r r� F � X a - I C-9438-2 LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE EXISTING CP TEST STATION PROPOSED VERTICAL ANODES C PROPOSED REFERENCE ELECTRODE AND COUPON CONSTRUCTION NOTES: OINSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 16 O2 INSTALL NEW TERMINAL BOARD IN EXISTING TEST STATION - SEE DETAILS 3 & 4 ON SHEET 17 SURFACE RESTORATION PER CITY OF HUNTINGTON OBEACH TRENCH RESTORATION - SEE DETAIL 3 ON SHEET 19 OINSTALL REFERENCE ELECTRODE AND DUCTILE IRON COUPON - SEE DETAIL 1 ON SHEET 16 OSIDEWALK RESTORATION PER CITY OF HUNTINGTON BEACH - SEE DETAIL 4 ON SHEET 19 NOTES: 11 �I l ah 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. *-Wb&-- s :w 1 1 .11 36" DIP WATER PIPELINE CATHODIC PROTECTION LAYOUT IV SCALE: NTS OIL i ,n 0 - v mAllempolim i9 low=- �l C-9438-2 f r 36" DIP WATER PIPELINE L LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE EXISTING CP TEST STATION PROPOSED VERTICAL ANODES O PROPOSED REFERENCE ELECTRODE AND COUPON CONSTRUCTION NOTES: OINSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 16 DSTATION INSTALL NEW TERMINAL BOARD IN EXISTING TEST - SEE DETAILS 3 & 4 ON SHEET 17 SURFACE RESTORATION PER CITY OF HUNTINGTON OBEACH TRENCH RESTORATION - SEE DETAIL 3 ON SHEET 19 OINSTALL REFERENCE ELECTRODE AND DUCTILE IRON COUPON - SEE DETAIL 1 ON SHEET 16 OSIDEWALK RESTORATION PER CITY OF HUNTINGTON BEACH - SEE DETAIL 4 ON SHEET 19 NOTES: 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. - ------------------- rK L la r -----------� TS# 6 242+70 -------------------- CATHODIC PROTECTION LAYOUT V SCALE: NTS (T IA C-9438-2 A# dh LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE 0 EXISTING CP TEST STATION PROPOSED VERTICAL ANODES C PROPOSED REFERENCE ELECTRODE AND COUPON CONSTRUCTION NOTES: OINSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 16 2 INSTALL NEW TERMINAL BOARD IN EXISTING TEST STATION - SEE DETAILS 3 & 4 ON SHEET 17 SURFACE RESTORATION PER CITY OF HUNTINGTON OBEACH TRENCH RESTORATION - SEE DETAIL 3 ON SHEET 19 O7 INSTALL REFERENCE ELECTRODE AND DUCTILE IRON COUPON - SEE DETAIL 1 ON SHEET 16 46 OSIDEWALK RESTORATION PER CITY OF 1 8 HUNTINGTON BEACH - SEE DETAIL 4 ON SHEET 19� NOTES: ,r 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. 36" DIP WATER PIPELINE .wwwo a mp r+� I / / / / / / / / / / / / / / / / / i *b CATHODIC PROTECTION LAYOUT VI SCALE: NTS 11216 I ■ 7 F Ile- TS# 7 247+20 q (TN ■ do -, C-9438-2 LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE EXISTING CP TEST STATION PROPOSED VERTICAL ANODES C PROPOSED REFERENCE ELECTRODE AND COUPON CONSTRUCTION NOTES: OINSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 16 O2 INSTALL NEW TERMINAL BOARD IN EXISTING TEST STATION - SEE DETAILS 3 & 4 ON SHEET 17 SURFACE RESTORATION PER CITY OF HUNTINGTON OBEACH TRENCH RESTORATION - SEE DETAIL 3 ON SHEET 19 OINSTALL REFERENCE ELECTRODE AND DUCTILE IRON COUPON - SEE DETAIL 1 ON SHEET 16 OSIDEWALK RESTORATION PER CITY OF HUNTINGTON BEACH - SEE DETAIL 4 ON SHEET 19 NOTES: '-mmmm tlPF a - =on 36" DIP WATER PIPELINE I a 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. r---------------- or- IV -M Pi 6L ^ ' II ilia L. L_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ TS# 8 253+20 / / / / / / / / / / / / / / / / / / / / / / / / / / / CATHODIC PROTECTION LAYOUT VII SCALE: NTS N. u � w P-M r- 401 y Irl In 0 C-9438-2 LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE EXISTING CP TEST STATION PROPOSED VERTICAL ANODES C PROPOSED REFERENCE ELECTRODE AND COUPON CONSTRUCTION NOTES: OINSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 16 O2 INSTALL NEW TERMINAL BOARD IN EXISTING TEST STATION - SEE DETAILS 3 & 4 ON SHEET 17 SURFACE RESTORATION PER CITY OF HUNTINGTON OBEACH TRENCH RESTORATION - SEE DETAIL 3 ON SHEET 19 OINSTALL REFERENCE ELECTRODE AND DUCTILE IRON COUPON - SEE DETAIL 1 ON SHEET 16 n Li NOTES: i f+ t � GM- fti V �w --r I, _ - — 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. ji 36" DIP WATER PIPELINE ql —# f CATHODIC PROTECTION LAYOUT VIII SCALE: NTS r • Y El fir! I ' 3 C-9438-2 LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE 0 EXISTING CP TEST STATION PROPOSED VERTICAL ANODES C PROPOSED REFERENCE ELECTRODE AND COUPON CONSTRUCTION NOTES: OINSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 16 O2 INSTALL NEW TERMINAL BOARD IN EXISTING TEST STATION - SEE DETAILS 3 & 4 ON SHEET 17 SURFACE RESTORATION PER CITY OF HUNTINGTON OBEACH TRENCH RESTORATION - SEE DETAIL 3 ON SHEET 19 OINSTALL REFERENCE ELECTRODE AND DUCTILE IRON COUPON - SEE DETAIL 1 ON SHEET 16 OSIDEWALK RESTORATION PER CITY OF HUNTINGTON BEACH - SEE DETAIL 4 ON SHEET 19 NOTES: oftwom— 0 - 4 0EM i oil + V i — —� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - elm 264+20 - p 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. CATHODIC PROTECTION LAYOUT IX SCALE: NTS C-9438-2 LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE EXISTING CP TEST STATION PROPOSED VERTICAL ANODES C PROPOSED REFERENCE ELECTRODE AND COUPON CONSTRUCTION NOTES: OINSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 16 O2 INSTALL NEW TERMINAL BOARD IN EXISTING TEST STATION - SEE DETAILS 3 & 4 ON SHEET 17 SURFACE RESTORATION PER CITY OF HUNTINGTON OBEACH TRENCH RESTORATION - SEE DETAIL 3 ON SHEET 19 OINSTALL REFERENCE ELECTRODE AND DUCTILE IRON COUPON - SEE DETAIL 1 ON SHEET 16 OSIDEWALK RESTORATION PER CITY OF HUNTINGTON BEACH - SEE DETAIL 4 ON SHEET 19 NOTES: o"'m ? . .-ol - ^-& - 36" DIP WATER PIPELINE ,P r 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. J I I Fi- -4 �r �� CATHODIC SCALE: NTS 6 / / / / m III im PROTECTION LAYOUT X t 31 (TYP) TAR• r-------------------------� TS# 11 , 269+50 '. TS# 11 269+50 C-9438-2 LEGEND (CATHODIC PROTECTION EXISTING PIPELINE EXISTING CP TEST STATION PROPOSED VERTICAL ANODES C PROPOSED REFERENCE ELECTRODE AND COUPON CONSTRUCTION NOTES: OINSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 16 O2 INSTALL NEW TERMINAL BOARD IN EXISTING TEST STATION - SEE DETAILS 3 & 4 ON SHEET 17 SURFACE RESTORATION PER CITY OF HUNTINGTON OBEACH TRENCH RESTORATION - SEE DETAIL 3 ON SHEET 19 OINSTALL REFERENCE ELECTRODE AND DUCTILE IRON COUPON - SEE DETAIL 1 ON SHEET 16 OSIDEWALK RESTORATION PER CITY OF HUNTINGTON BEACH - SEE DETAIL 4 ON SHEET 19 NOTES: r • TS# 12 wr 273+20 36" DIP WATER PIPELINE or If ' I f 0I I to % 4 14 ffor-- 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. CATHODIC PROTECTION LAYOUT XI SCALE: NTS O Ah mi C-9438-2 LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE OC SANITATION DISTRICT BOUNDARY 0 EXISTING CP TEST STATION PROPOSED VERTICAL ANODES C PROPOSED REFERENCE ELECTRODE AND COUPON 0 PROPOSED CP TEST STATION H EXISTING FLANGE CONSTRUCTION NOTES: OINSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED — SEE DETAIL 1 ON SHEET 16 O2 INSTALL NEW TERMINAL BOARD IN EXISTING TEST STATION — SEE DETAILS 3 & 4 ON SHEET 17 OINSTALL NEW TERMINAL BOARD IN NEW TEST STATION — SEE DETAILS 4 & 5 ON SHEET 17 4 REPLACE/INSTALL ISOLATION FLANGE KIT — SEE DETAILS 1 & 2 ON SHEET 19 (D INSTALL NEW TEST STATION — SEE DETAIL 4 ON SHEET 16 OINSTALL REFERENCE ELECTRODE AND DUCTILE IRON COUPON — SEE DETAIL 1 ON SHEET 16 NOTES: V� F U P, 6" DIP WATER PIPELINE F 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. A dp rL I F / / , / , / , / / / , / , , , , , FLj i f i i r TS# 13 7 280+80 1 2 / , / F----------------�,' TS# 13 80+80 ---- �f4 •r TS# 14 282+45 OC SANITATION PROPERTY CATHODIC PROTECTION LAYOUT XII SCALE: NTS l 3' TYP) C-9438-2 SPLICE TO #8 AWG ANODE HEADER CABLE (TYP.) SEE DETAIL 16 GRADE 991 34" (TYP.) 10" MIN (TYP) AIr1TCCC- 1. LOCATE ANODE GROUNDBED APPROXIMATELY 5' AWAY FROM THE TEST STATION AND A MINIMUM OF 20' AWAY FROM ANY ADJACENT ANODE GROUNDBEDS. BURIED WARNING TAPE SEE DETAIL 2 Q7') 48" 3- (TYP.) 48# HIGH -POTENTIAL MAGNESIUM ANODE (TYP.) SEE DETAIL Q6') ANODE GROUNDBED DETAIL SCALE: NTS n"t-%I!Af-%rPN r!)A!-%I!rII I SILVER S CONNEC- SECURE WITH BACKFILL COMPOSITION 75% GYPSUM 20% BENTONITE 5% SODIUM SULPHATE 48LB. ANODE SPECS: INGOT WEIGHT: 48 LBS. PKGD WEIGHT: 96 LBS. INGOT DIMENSIONS: 5" X5" X 31" PKGD DIMENSIONS: 8" X 34" RESTORE TO EXISTING SURFACE CONDITIONS AS NECESSARY TEST STATION 4' 8 • ,8 NATIVE SOIL -IR-FREE COUPON SEE DETAIL e' / 17 PREFERENCE ELECTRODE SEE DETAIL �12 18 18 BACKFILL PRE -PACKAGED ANODES WITH NATIVE SOIL ANODE HEADER CABLE #8 AWG F TERMINAL BOARD, SEE DETAIL 5 Q J7 PIPE TEST CABLES (2) #8 AWG/HMWPE (BLK) EXOTHERMICALLY WELDED i+f-Nnnrn c+ni 1T n..l T CONNECTOR NECTOR L L/'1 I CRJ V� HALF -LAPPED PVC TAPE CABLE SPLICE DETAIL SCALE: NTS To ",FFIC RATED G05 FLUSH BOX QUIVALENT WITH CAST IRON LABELED "CP TEST" 24" X 24" X 6" CONCRETE PAD UNPROTECTED PIPE TEST CABLES (2) #8 AWG/HMWPE (WHITE) EXOTHERMICALLY WELDED � -WATERLINE #12 AWG HMWPE IMPORTANT NOTE: � LEAD WIRE REMOVE PLASTIC/PAPER BAG FROM ANODE BEFORE INSTALLING. CHEMICAL COMPOSITION ELEMENT CONTENT % Al 0.010% Mn 0.50 - 1.30% Cu 0.02% MAX. Ni 0.001 % MAX. Fe 0.03% MAX. OTHER 0.30% MAX. Mg REMAINDER HIGH -POTENTIAL MAGNESIUM ANODE DETAIL SCALE: NTS NOTE: OTHER CP EQUIPME SHOWN FOR CLARITY IJIJL{'1I IJN FLANGE PROPOSED TEST STATION INSTALLATION DETAIL SCALE: NTS _F-LAPPED SING TAPE C-9438-2 TOGGLE SWITCH two eN��ti a&L„ � - p 11640 US Highway 1� Sebastian, FL 32958' 772-794-9448 Fax 772-794-9908 www.mcmiller.com� Our IR-free corrosion coupon is designed for easy installation next to existing test stations, as shown here. THNN No. 12 —► Wire Stranded 25 feet Strip of Insulation—> Soldered in place 1( Two holes —+ rT o.s6o° �—o. soo—. Easy Installation Using an auger, bore a hole to the horizontal center line of the pipeline, about 4 to 12 inches away from the pipeline. Then, lower the coupon into the hole by its wires. Drop native soil in the hole until about 1-1/2" to 2" (inches) of soil is packed over the coupon, so that it will remain outside of the PVC tube. Install the PVC tube 1-1/2" to 2" (inches) above the coupon, with the wires outside the tube. Then fill the tube with native soil, which should be saturated with water and thoroughly packed to remove excess air. Install the No. 12 color coded wires along the outside of the PVC tube and insert through a hole at the base of the adjacent test station. Drill a hole in the test station just below grade level to accomodate the wire. Then, connect one of the color coded coupon wires to the structure test wire by direct connection or through a jumper bar at the test station box. Easy Measurement After the coupon has been polarized, insert a half -cell into the top of the PVC tube, contacting the compacted soil above the coupon. Connect a LC-4 selectable voltmeter to the color coded coupon wire and the half -cell. An IR-free potential reading is obtained by breaking the connection between the coupon wire and the structure test wire, usually through the jumper bar, interrupting cathodic protection to the coupon. Take a potential measurement one to two seconds after breaking the coupon connection. C00075 Carbon 0.155 sq in (lcmz) COU100 1.55 sq in (10cm2) COU170 1.353 sq in (8.73cm2) COU220 1.55 sq in (10CM) COU425 15.5 sq in (100cm2) Ductile lrj Potted — to Seal COU200 1.55 sq in (10cm2) Wires Coupon Specifications* • THHN No. 12 stranded wire • 3M potting compound *Coupons can be customized to your specifications. Optional alloy and surface area designs are encouraged. Instruments and Equipment for the Corrosion Engineer (--1IR-FREE COUPON QJ7SCALE: NTS DIRECT BURIAL WARNING TAPE SCALE: NTS TYPE RS 0.01 OHM SHUNT (TYP), 6 AM 1/8" THK COPPE BUS BAR ENGRAVED LABEL (TYP) #12 AWG THHN COUPON (GREE #14 AWG RHH-RHW REFERENCE CABLE (YLW) RAVING (TYP) OR BRASS HARDWARE (TYP) JG CONNECTOR (TYP) 1/4" MICARTA OR PHENOLIC PANEL 6"X7" '8 AWG/HMWPE DRAIN >TRUCTURE LEAD (BLK) 02 AWG THHN COUPON (GREEN) #8 AWG HMWPE BLK) ANODE CABLE FEST STRUCTURE LEAD (BLK) TERMINAL BOARD DETAIL SCALE: NTS SPRING LOCK WASHER PHENOLIC OR MICARTA NUT (TYP COPPER WIRE LUG TERMINAL BOARD PLAN VIEW SCALE: NTS 1/4" MICARTA OR PHENOLIC PANEL 5" X 4" LABEL OR ENGRAVING (TYP) COPPER OR BRASS HARDWARE (TYP) RING CONNECTOR (TYP) #8 AWG/HMWPE STRUCTURE LEAD (WHITE) N #14 AWG RHH-RHW #8 AWG/HMWPE REFERENCE CABLE (YLW) TEST STRUCTURE LEAD (BLK) TERMINAL BOARD DETAIL SCALE: NTS C-9438-2 E 0 0 I L0 CV CV 00 0 s DAB Iv Steltho 1 Cu-CuSO4 WATER & BURIED ED IL OR H Dun,SUBMERGED APPLICATIONS REFERENCE TE ELECTRODE MANUFACTURING,MANUfACTURING,INC. MODEL SRE-002-CFY Installation Instructions Stelth° 1 CU-CUSO4 Model SRE-002-CFY with "Moisture Retention Membrane" Remove the plastic bag from the Stelth 1 reference electrode just prior to installation. There will be I� moisture if not actual water in this plastic bag. This is intentional as each cell is saturated with distilled water prior to shipment. (We do this to give you a reference cell that will instantly fire up when installed. There will be no waiting for several hours, which was the standard operating procedure in the past.) Always try to install the Stelth 1 reference cell below the frost line in a buried installation and in a water tank below the frozen surface mass. (In frozen soil or frozen water conditions, reliable potential readings are almost always impossible to obtain. You can obtain good readings year round by installing the Stelth 1 reference electrode in non frozen areas). 9 4e FOR BURIED APPLICATIONS: ow 1. Bore a hole 2 inches in diameter and deep enough to place the Stelth 1 reference cell level with, or below the spring line (horizontal centerline) of the structure and between 3" and 24" .14W from the structure. 2. Remove the cap from the Stelth 1 reference electrode to expose the ceramic sensing area. 3. Pre-soak the Stelth 1 electrode in a clean bucket of fresh potable water just prior to installation for 20 to 30 seconds. Place the Stelth 1 cell in the hole, at the correct level and then pour the remaining water in the bucket in the hole over the Stelth 1 reference cell. (This procedure is important because we are creating a condition for the surrounding soil and backfill to penetrate and lock into the pores of the Stelth 1 cell, giving you the best chance for a reduced IR reading possible. Also, the backfill will easily compact around the electrode with this water present). 4. Immediately after soaking and placing the Stelth 1 in the hole, proceed to backfill with native soil ONLY. Do not use clean / washed sand (unless the sand is the native soil such as in tank bottom installations). After backfilling with the native soil, lightly tamp backfill by hand to ensure good compaction. (NOTE: There is absolutely no requirement for any other backfill other than the native soil. Therefore plasters, bentonite, etc. are not required nor are they in any way recommended. In fact, they will only add significantly to any IR problems that may exist.) FOR WATER TANK APPLICATIONS: 1.215" (31 mm) 1.215" (31 m m) Specifications: 1" (26 mm) diameter 8.25" (210 mm) There is no need to presoak the Stelth 1 reference electrode. The wire connection, to the electrode, is the strongest point over the length of the wire and you do not have to worry about placing a normal load on this connection. Do not forget to REMOVE the plastic 1 . Wire = #14 RHH-RHW Yellow Tray Cable 8. Laboratory Grade Chemistry cap from the Stelth 1 reference electrode to expose the ceramic sensing area. (low density cross -linked polyethelyne) 9. High -Impact ABS, Ceramic with Moisture Retention Membrane CAUTION: If the Stelth 1 reference electrode is being used to control your rectifier, make sure that the device reading the reference 2. Concentrated Chloride Sulfate Reservoir 10. Stability ±5 mV vs. standard cell has at least 20 MQ of internal impedance. If not, you will be driving an excessive amount of current through the electrode, which 3. Hydrogen Sulfide Ion Trapping Chemistry 11. Working Temperature Range +32T to +176T (0°C to 80°C) will destroy it or any other electrode placed in the same circumstances. Generally older equipment, dating back to the 1970s, had very low internal impedances. Older SCADA systems almost always cannot handle this application correctly. 4. 99.9% Pure Copper Reference Element 12. o 0 0 0 Material Temperature Range -60 F to +185 F (-51 C to 85 C) 5. Hydrogen Sulfide Indicators 13. Infinite shelf life, infinate stability 1. Run the lead wire attached to the Stelth 1 reference electrode to a separate terminal in your test station or rectifier. 6. Hydrocarbon Indicators 14. Warranty: 30 Years 2. Attach an additional wire to the structure. 3. Run this wire from the structure to another terminal in the test station or rectifier. Don't connect these wires together. (By 7. Expanded Reference Element connecting these two wires together you may possibly create a condition where current is allowed to pass through the reference cell causing its ultimate failure). SPECIAL NOTICE 1: The Stelth 1 reference electrode has been specifically designed to be used in both dry soil and water saturated conditions (water tanks). In buried applications the Stelth 1 will hibernate when the soil dries up and there is no circuit to provide an electrical path. The cell will awaken when moisture returns to the soil and a circuit can be re-established. SPECIAL NOTICE 2: The Stelth 1 reference electrode, model SRE-002-CFY has an infinite shelf life. © BORIN Manufacturing 1 5741 Buckingham Parkway, Unit B, Culver City, CA 90230, USA 1 310-822-1000 1 Fax: 310-338-3434 1 www.borin.com 1 2016-11-26 REFERENCE ELECTRODE INSTALLATION INSTRUCTIONS SCALE: NTS n n Li F)Ci MANUFACTURING, INC. STELTHI 1 Cu-CuSO, Reference Electrode Model SRE-002-CFY Not to scale For instructional use only I Revised: December 6, 2016 e Registered Trademark of BORIN Manufacturing 1 5741 Buckingham Pkwy Unit B, Culver City, CA 92102 1 (310) 822-1000 1 www.borin.com REFERENCE ELECTRODE SCALE: NTS C-9438-2 0 E U c0 I Ln N N 00 0 i I Cn a� STEEL WASHER CTGGI \A/ACZWP:D /TVD T"^r "r" GASKET RETAINER RING: 1 GRADE G-10 GASKET SEAL: NITRILE STEEL WASHER lim�ULATING WASHER NEMA LI-1 GRADE G-10 INSULATING SLEEVE NEMA LI-1 GRADE G-10 INSULATING WASHER NEMA LI-1 GRADE G-10 ISOLATION FLANGE KIT SCALE: NTS I Ia ry M I W.M.r IN r�MVM MaWI d--7r r'WI m7\ rL/1IVVC INSULATION FLANGE KIT INSTALLATION SCALE: NTS 1' EXIST. AC EXIST. BASE BA CKFILL PER S TDS 0 0 2' MIN. SA WCU T ASPHA a A GGREGA TE" BASE ° a 4 'a n 0 1' LLJ 0.12' (1.4 ") MIN. . 0.42 (5) MIN. GUTTER OR CURB EDGE NO TES. O BASE A.C. TRENCH 1N FLUSH WITH ADJACENT SURFACE PRIOR TO COLD PLANING AND FINISH PAVING. COLD PLANE A MINIMUM OF 4' WIDE (CENTERED ON TRENCH) AND REPLACE A.C. O2 REMOVE AND REPLACE A.C. TO EDGE OF GUTTER (TO CURB FACE IF NO GUTTER EXISTS) OR TO ADJACENT TRENCH EDGE LINE WHERE 'B' IS LESS THAN 36". 0 TYPE 1 SLURRY SEAL SHALL BE APPLIED TO ALL FINISH TRENCH SURFACES (MIN. 6" BEYOND A.C. JOIN LINE). ® IF TRENCHING BY CITY APPROVAL IS WITHIN A STREET COVERED BY A PA VEMEN T CU T MORA TORIUM PER HBMC CHAP TER 12.13, A TYPE 1 SLURRY SEAL SHALL BE APPLIED TO THE LIMITS REQUIRED BY THE CITY ENGINEER, APPROVED: CITY ENGINE R REVISION DATE: May 2008 CITY OF HUNTINGTON BEACH DEPARTMENT OF PUBLIC WORKS TRENCH / PAVEMENT REPAIR DETAIL ?s I 1� D��� STANDARD PLAN 109 1 of 1 A m 6" 4 3» SLOPE /4" PER 1 ' 4" ' :. - - •: as • -, = • . C. F. �° • - VARIES I :. 6„ SECTION A --A a 'Z' MAJOR STREET MINOR STREET 35' MAJOR ARTERIAL ALL STREETS 35' PRIMARY ARTERIAL PRIMARY, SECONDARY, COLLECTOR 35' PRIMARY ARTERIAL LOCAL 35' SECONDARY ARTERIAL SECONDARY, LOCAL, COLLECTOR 25 COLLECTOR COLLECTOR, LOCAL 25' LOCAL LOCAL R/W o z 4" THICK Y CONC. SIDEWALK 4 i 0.17' B. C. R nl A Al 4 'PK' NO TES.- 7, .. * UNLESS OTHERWISE 0 WEAKENED PLANE JOINT AT 10' MAX. O.C. APPROVED BY THE Q GROUT BETWEEN SIDEWALK AND BLOCKWALL. CITY ENGINEER. O3 CURB RAMP TO MEET CURRENT ADA STANDARDS. ® CHAMFERED 1- X 2" KEY. Q5 SIDEWALK WIDTH SHALL MEET CURRENT ADA STANDARDS GENERAL NO TES: 1. 'R' TO BE DETERMINED BY SUBTRACTING THE SMALLER 'PK' FROM 'Z'. APPROVED: .1 CITY ENGINE R REVISION DATE: Mav 2008 CITY OF HUNTINGTON BEACH DEPARTMENT OF PUBLIC WORKS PARKWAY AND SIDEWALK - 20JA STANDARD PLAN 207 1 of 1 i CITY OF HUNTINGTON BEACH - SIDEWALK DETAIL SCALE: NTS C-9438-2 7 T. GENERAL NOTES f= - °AA. °4 = ABBREVIATIONS (IN ADDITION TO GREENBOOK SECTION 1-3.2) APN ASSESSOR'S PARCEL NUMBER APPROX APPROXIMATE AWG AMERICAN WIRE GAUGE AVE AVENUE BLVD BOULEVARD BOM BILL OF MATERIALS CNL CANNOT LOCATE CP CATHODIC PROTECTION CULV CULVERT DIET DETAIL DIA DIAMETER DIST DISTRIBUTION DWY DRIVEWAY E EAST EASE EASEMENT ELEV ELEVATION FH FIRE HYDRANT FIG FIGURE FLG FLANGE FWY FREEWAY GACP GALVANIC ANODE CATHODIC PROTECTION HMWPE HIGH MOLECULAR WEIGHT POLYETHYLNE HWY HIGHWAY IFK INSULATING FLANGE KIT LN LANE LOC LOCATION MAX MAXIMUM MH MANHOLE MIN MINIMUM MISC MISCELLANEOUS N NORTH NACE NATIONAL ASSOCIATION OF CORROSION ENGINEERS CALL TOLL FREE 1- 800- 227- 2600 BEFORE YOU DIG NTS NOT TO SCALE OCSD ORANGE COUNTY SANITATION DISTRICT P PIPELINE PKWY PARKWAY QTY QUANTITY RD ROAD REV REVISION RTE ROUTE R/W RIGHT OF WAY S SOUTH SHT SHEET SPEC SPECIFICATION ST STREET STA STATION STL STEEL TCP TRAFFIC CONTROL PLAN TEMP TEMPORARY TYP TYPICAL UG UNDERGROUND USA UNDERGROUND SERVICE ALERT V VALVE W WATER WV WATER VALVE Wl WITH WIO WITHOUT \LIFOR�% t,,,-,.w_­UB1_,1C WORKS DEPARTMENT CATHODIC PROTECTION UPGRADES PROJECT APPROVED: 24" IRVINE AVE WATER MAIN EXHIBIT E CONTRACT NO. C-9483-2 PROJECT NO. 24W1 1 DAVID A. WEBB, PUBLIC WORKS DIRECTOR DATE: APPROVED: DATE: JIM HOULIHAN, P-E., DEPUTY PWD / CITY ENGINEER LEGEND (CATHODIC PROTECTION EXISTING PIPELINE EXISTING CP TEST STATION MISSING CP TEST STATION H EXISTING FLANGE PROPOSED VERTICAL ANODES C= PROPOSED REFERENCE PROBE APPROVED: / f _- SARVJIT SINGH, ENGINEERING MANAGER EMERGENCY TELEPHONE NUMBERS DAY NIGHT SOUTHERN CALIFORNIA GAS COMPANY (800) 427-2200 SOUTHERN CALIFORNIA EDISON COMPANY (800) 611-1911 AT&T TELEPHONE COMPANY (800) 332-1321 CITY OF NEWPORT BEACH UTILITIES DEPARTMENT (949) 644-3011 (949) 644-3717 ORANGE COUNTY SANITATION DISTRICT (714) 962-2411 MESA WATER DISTRICT (949) 631-1200 SPECTRUM (833) 949-0036 COX COMMUNICATIONS (844) 780-6054 CROWN CASTLE (888) 632-0931 MCI VERIZON BUSINESS (844) 780-6054 DATE: 8-12-25 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION , 2015 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS, UNLESS NOTED OTHERWISE. 4. P.C.C. SHALL BE CLASS 560—C-3250 UNLESS NOTED OTHERWISE. 5• CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VAULTS, WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE PER CITY STANDARDS. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 6. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 7. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. FAILURE TO DO SO WILL PLACE RESPONSIBILITY OF THE CONTRACTOR FOR CORRECTION. 8. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE —VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. 9. THE UTILITY LOCATIONS ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE USED FOR REFERENCE ONLY. UTILITY LOCATIONS AND ALL OTHER SUBSTRUCTURES SHALL BE FIELD VERIFIED BY DELINEATING THE WORK AREA AND CALLING THE APPROPRIATE UNDERGROUND SERVICE ALERT (USA) 811, A MINIMUM OF 48 HOURS IN ADVANCE AND CLEARED PRIOR TO THE BEGINNING OF ANY CONSTRUCTION WORK. 10. ALL CONCRETE SIDEWALKS OR CURBS TO BE REPLACED SHALL BE SAWCUT TO THE NEAREST TRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL JOINT OR WEAKENED PLANE JOINT AND REPLACED IN CONFORMANCE WITH THE APPLICABLE PROVISIONS OF THE CITY OF NEWPORT BEACH. EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS. 11. ALL P.C.0 AND A.C. PAVEMENT REMOVALS SHALL BE OUTLINE TO NECESSARY WORKING LIMITS AND SAWCUT PRIOR TO THE REMOVAL. ALL DEBRIS CREATED BY THE REMOVAL OPERATIONS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF AWAY FROM THE JOB SITE IN A MANNER AND AT A LOCATION ACCEPTABLE TO THE CITY OF NEWPORT BEACH. 12. ALL EXCAVATIONS SHALL BE IN ACCORDANCE WITH TITLE EIGHT (8) OF THE CALIFORNIA CODE OF REGULATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REQUIRED CALOSHA PERMIT FOR EXCAVATIONS OR TRENCHES FIVE (5) FEET IN DEPTH OF GREATER. TRENCH LIMITATIONS WILL BE GOVERNED BY THE CITY OF NEWPORT BEACH OR THE PERMITTING AGENCY. 13. THE CONTRACTOR SHALL MAINTAIN THE WORK AREA IN A NEAT, SAFE, CLEAN AND SANITARY CONDITION AT ALL TIMES AND TO THE SATISFACTION OF THE CITY OF NEWPORT BEACH. STREETS SHALL BE KEPT CLEAN OF DEBRIS, WITH DUST AND NUISANCE BEING CONTROLLED AT ALL TIMES. LOOSE EXCAVATED MATERIAL SHALL NOT BE PLACED OR STORED IN WATERWAYS. ALL EXCESS EXCAVATED SOIL AND MATERIALS SHALL BE REMOVED AND DISPOSED OF IN A PROPER AND LEGAL MANNER BY THE CONTRACTOR. 14. AT THE END OF EACH WORKING DAY AND AT THE TIMES WHEN CONSTRUCTION OPERATIONS ARE SUSPENDED FOR ANY REASON, THE CONTRACTOR SHALL REMOVE ALL EQUIPMENT, VEHICLES, MATERIAL, TRAFFIC CONTROL DEVICES, STOCKPILE OR ANY OTHER FORM OF OBSTRUCTION FROM THE RIGHT—OF—WAY. 15. ALL LANDSCAPING AND GRASS AREAS SHALL BE RESTORED TO ITS ORIGINAL PER THE PROJECT SPECIFICATIONS AND REPAIRED TO THE SATISFACTION OF THE CITY OF NEWPORT BEACH OR TO THE REGULATORY AGENCY HAVING JURISDICTION. 16. THE CONTRACTOR SHALL RESTORE ALL EXISTING SURFACE IMPROVEMENTS (INCLUDING BUT NOT LIMITED T0: HARDSCAPE, A.C., P.C.C., BRICK, ETC.) TO ITS ORIGINAL CONDITION TO THE SATISFACTION OF THE OWNER AND TO THE REGULATORY AGENCY HAVING JURISDICTION. 17. ALL NEW CATHODIC PROTECTION EQUIPMENT INSTALLATIONS TO BE FIELD LOCATED TO MINIMIZE IMPACT TO THE EXISTING SURFACE CONDITIONS AND AVOID CONFLICT WITH EXISTING UTILITIES OR SUBSTRUCTURES. LOCATIONS SHOWN ON THESE PLANS TO BE USED AS REFERENCE AND ARE APPROXIMATE. APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: MARK VUKOJEVC, P.E. IC L . SINACORI, P.E. DIRECTOR ASSI T CITY ENGINEER UTILITIES DEPARTMENT DATE: " 2- f r 2 DATE: m" Z-� -Z5 SHEET INDEX SHEET NO. DESCRIPTION 01 TITLE SHEET CATHODIC PROTECTION 02 NOTES, LEGEND & ABBREVIATIONS 03 OVERALL CATHODIC PROTECTION SITE PLAN 04 CATHODIC PROTECTION LAYOUT 1 05 CATHODIC PROTECTION LAYOUT It 06 CATHODIC PROTECTION LAYOUT III 07 CATHODIC PROTECTION LAYOUT IV 08 CATHODIC PROTECTION LAYOUT V 09 CATHODIC PROTECTION LAYOUT VI 10 CATHODIC PROTECTION LAYOUT VII 11 CATHODIC PROTECTION LAYOUT VIII 12 CATHODIC PROTECTION LAYOUT IX 13 CATHODIC PROTECTION LAYOUT X 14 CATHODIC PROTECTION LAYOUT XI 15 CATHODIC PROTECTION LAYOUT XII 16 CATHODIC PROTECTION LAYOUT XIII 17 CATHODIC PROTECTION LAYOUT XIV 18 CATHODIC PROTECTION DETAILS 1 19 CATHODIC PROTECTION DETAILS 11 20 CATHODIC PROTECTION DETAILS III C-9483-2 24" IRVINE AVE WATER MAIN GENERAL NOTES, VICINITY MAP, LOCATION MAP CITY OF NEWPORT BEACH W-5415-S PUBLIC WORKS DEPARTMENT SHEET 01 OF 20 CONSTRUCTION PHASES: EACH PHASE OF THE GALVANIC CATHODIC PROTECTION SYSTEM INSTALLATION CAN BE PERFORMED INDEPENDENTLY OR CONCURRENTLY. 1. INSTALL SIXTEEN (16) ANODE GROUND BEDS. 2. INSTALL SIXTEEN (16) COPPER -COPPER SULFATE REFERENCE PROBES 3. INSTALL TWENTY (20) TEST STATION TERMINAL BOARDS AND ABANDON IN PLACE EXISTING ANODES. 4. TRENCH AND ROUTE ANODE CABLES TO TEST STATIONS. 5. SURFACE RESTORATION OF ALL EXCAVATIONS/TRENCHES PER CITY OF NEWPORT BEACH STANDARD RESTORATION DETAILS. ADDITIONAL NOTES: 1. TRENCHING AND EXCAVATION NOTES: a. THE UTILITY LOCATIONS ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE USED FOR REFERENCE ONLY. UTILITY LOCATIONS AND ALL OTHER SUBSTRUCTURES SHALL BE FIELD VERIFIED. b. DELINEATE WORK AREA AND CALL THE APPROPRIATE UNDERGROUND SERVICE ALERT (USA) 811, 48 HOURS (NOT INCLUDING INITIAL DAY) PRIOR TO START OF WORK. c. TRENCH LIMITATIONS WILL BE GOVERNED BY THE PERMITTING AGENCY. d. NOTIFY THE LOCAL DISTRICT CONTACT AND THE REGION'S ENVIRONMENT SPECIALIST IF CONTAMINATED SOIL IS ENCOUNTERED OR SUSPECTED. e. ALL EXCAVATIONS SHALL BE IN ACCORDANCE WITH TITLE EIGHT (8) OF THE CALIFORNIA CODE OF REGULATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REQUIRED CALOSHA PERMIT FOR EXCAVATIONS OR TRENCHES FIVE (5) FEET IN DEPTH OR GREATER. 2. ANODE CABLES ARE TO BE INSTALLED AND SECURED WITHOUT DAMAGE TO THE INSULATION. 3. LOOSE EXCAVATED MATERIAL SHALL NOT BE PLACED OR STORED IN WATERWAYS. ALL EXCESS EXCAVATED SOIL AND MATERIALS SHALL BE REMOVED AND DISPOSED OF IN A PROPER AND LEGAL MANNER BY THE CONTRACTOR. ALL DISTURBED SURFACE AREAS SHALL BE SHAPED TO FACILITATE DRAINAGE AND AVOID PONDING AND RESTORED TO NEAR NATURAL OR PRE -CONSTRUCTION CONDITIONS. 4. INFORMATION ON EXISTING UTILITIES AND OTHER SUBSTRUCTURES SHALL BE OBTAINED FROM THE APPROPRIATE AGENCIES. ALL CONSTRUCTION SHALL BE DONE A MINIMUM 48 HOURS AFTER USA DIG CALL ALERTS HAVE BEEN MADE AND USA DIG HAS CLEARED THE AREA. 5. ADEQUATE SAFETY MEASURES SHALL BE MAINTAINED BY THE PROPER SCHEDULING OF PROPOSED INSTALLATIONS, IN ACCORDANCE WITH SECURED OR PROVIDED PERMITS. 6. ALL CONSTRUCTION SHALL CONFORM TO NACE STANDARDS AND PROJECT SPECIFICATIONS, AND SHALL BE AS PER APPROVED DRAWINGS. ALL THE PROPER PERMITS AS REQUIRED BY THE COUNTY MUST BE MET BEFORE BEGINNING THE FIELD INSTALLATION. ANODE INSTALLATION INSTRUCTIONS: 1. ANODE CABLES SHALL BE #12 AWG SINGLE CONDUCTOR STRANDED COPPER WITH HMWPE INSULATION. 2. ANODE HEADER CABLES SHALL BE #8 AWG SINGLE CONDUCTOR STRANDED COPPER WITH HMWPE INSULATION. 3. HIGH POTENTIAL MAGNESIUM ANODES SHALL BE USED. 4. THE ANODE GROUNDBED SHALL BE LOCATED BASED ON FIELD CONDITIONS. ANODES SHALL NOT BE CARRIED BY MEANS OF ANODE LEAD WIRES. DAMAGED ANODES SHALL BE REPLACED BY THE CONTRACTOR AT THEIR SOLE EXPENSE. ANODE SPACING SHALL BE AS SHOWN ON THE DRAWINGS. 5. UNDER NO CIRCUMSTANCES SHOULD THE ANODE LEAD WIRES BE CLAMPED OR PINCHED DURING LOWERING. CONSTRUCTION NOTES: OINSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 18 OINSTALL NEW TERMINAL BOARD IN EXISTING TEST STATION - SEE DETAILS 1 & 3 ON SHEET 19 OINSTALL NEW TERMINAL BOARD IN EXISTING TEST STATION - SEE DETAILS 2 & 3 ON SHEET 19 OSURFACE RESTORATION PER STD STD 106-A TRENCH RESURFACING - SEE DETAIL 3 ON SHEET 20 OSURFACE RESTORATION PER STD STD 180 SIDEWALK - SEE DETAIL 4 ON SHEET 20 OINSTALL NEW REFERENCE PROBE - SEE DETAIL 1 ON SHEET 18 GALVANIC ANODE CATHODIC PROTECTION TEST STATION SCHEDULE TEST STATION # STATION LOCATION AS -BUILT PIPE MATERIAL DIA (INCHES) QUANTITY OF REMARKS ANODES TS #1 11+00 IRVINE AVE NE/O W 5289 S CML&TW 24 4 INSTALL DISTRIBUTED VERTICAL SANTIAGO DR — — ANODE GROUND BED TS #2 18+00 IRVINE AVE S/O INDIAN W 5289 S CML&TW 24 4 INSTALL DISTRIBUTED VERTICAL SPRINGS LN — — ANODE GROUND BED TS #3 26+10 IRVINE AVE AND W 5289 S CML&TW 24 4 INSTALL DISTRIBUTED VERTICAL HEATHER LN — — ANODE GROUND BED TS #4 34+00 IRVINE AVE S/O SANTA ISABEL W 5289 S CML&TW 24 4 INSTALL DISTRIBUTED VERTICAL AVE — — ANODE GROUND BED TS #5 42+10 IRVINE AVE N/O SANTA W 5289 S CML&TW 24 4 INSTALL DISTRIBUTED VERTICAL ISABEL AVE ANODE GROUND BED TS #6 49+90 IRVINE AVE S/O MONTE W 5289 S CML&TW 24 4 INSTALL DISTRIBUTED VERTICAL VISTA AVE — — ANODE GROUND BED TS #7 57+90 IRVINE AVE S/O BAY VIEW W 5289 S CML&TW 24 4 INSTALL DISTRIBUTED VERTICAL TERRACE ANODE GROUND BED TS #8 64+00 IRVINE AVE S/O UNIVERSITY W_5289_S CML&TW 24 4 INSTALL DISTRIBUTED VERTICAL DR ANODE GROUND BED TS #9 66+02 IRVINE AVE ADNRD UNIVERSITY W_5289_S CML&TW 24 - IFK TS #10 11+25 IRVINE AVE N/O UNIVERSITY W_5305_S CML&TW 24 3 INSTALL DISTRIBUTED VERTICAL DR ANODE GROUND BED TS #11 16+50 IRVINE AVE N/O LA CANADA W 5305 S CML&TW 24 3 INSTALL DISTRIBUTED VERTICAL WAY — — ANODE GROUND BED TS #12 21+50 - W 5305 S CML&TW 24 - COULD NOT BE LOCATED TS #13 27+50 IRVINE AVE NE/O MESA DR W 5305 S CML&TW 24 3 INSTALL DISTRIBUTED VERTICAL ANODE GROUND BED TS #14 33+61 IRVINE AVE W/O SANTA ANA W 5305 S CML&TW 24 - IFK DELHI CHANNEL TS #15 33+86 IRVINE AVE W/O SANTA ANA W 5305 S CML&TW 24 3 INSTALL DISTRIBUTED VERTICAL DELHI CHANNEL — — ANODE GROUND BED TS #16 40+00 IRVINE AVE E/O SANTA ANA W 5305 S CML&TW 24 - IFK DELHI CHANNEL TS #17 40+50 IRVINE AVE E/O SANTA ANA W 5305 S CML&TW 24 3 INSTALL DISTRIBUTED VERTICAL DELHI CHANNEL — — ANODE GROUND BED TS #18 46+50 IRVINE AVE AND ORCHARD W 5305 S CML&TW 24 3 INSTALL DISTRIBUTED VERTICAL DR ANODE GROUND BED TS #19 52+50 IRVINE AVE NE/O ORCHARD W 5305 S CML&TW 24 3 INSTALL DISTRIBUTED VERTICAL DR — — ANODE GROUND BED TS #20 58+25 IRVINE AVE SW/O SE BRISTOL W 5305 S CML&TW 24 3 INSTALL DISTRIBUTED VERTICAL ST — — ANODE GROUND BED TS #21 58+26 IRVINE AVE S S O SE BRISTOL W_5305_S CML&TW 24 - IFK C-9438-2 U L d I u Y 0 00 I Ln N N 00 0 Lo I c cn W2 1:1 # • i i ■ I V. .,� — ff- , ; - TS# 13 SEE ABOVE RIGHT ' � .- I � ' Ott h � ■ fl d j Y SITE PLAN - EXHIBIT E PIPELINE SCALE: NTS NOTE: 1. PIPELINE ROUTING SHOWN IS APPROXIMATE ONLY. — Apo jig dew AwdFbo L + LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE ❑e EXISTING CP TEST STATION ❑e MISSING CP TEST STATION WIP4 A M. % �X.r a SEE BELOW LEFT r ' TS# 10 TS# 9 �+ 'i. C-9438-2 9W4 J*- rio 24" CML&TW STEEL WATER PIPELINE LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE EXISTING CP TEST STATION EXISTING FLANGE PROPOSED REFERENCE PROBE CONSTRUCTION NOTES: AN INSTALL NEW DISTRIBUTED VERTICAL ANODE SEE IRVINE AVE AND DOVER DR 0 GROUNDBED - SEE DETAIL 1 ON SHEET 18 24-INCH WATER MAIN CATHODIC TS# 1 O PROTECTION FOR INSULATING 11 +00 _-_ O2 INSTALL NEW TERMINAL BOARD IN EXISTING TEST --------------- STATION - SEE DETAILS 1 & 3 ON SHEET 19 FLANGE KIT TEST STATION T (W_5416_S) "EXHIBIT F" O4 SURFACE RESTORATION PER STD STD 106-A D TRENCH RESURFACING - SEE DETAIL 3 ON SHEET 20 _ SURFACE RESTORATION PER STD STD 180 5 SIDEWALK - SEE DETAIL 4 ON SHEET 20 - 6 INSTALL NEW REFERENCE PROBE - SEE DETAIL 1 ON SHEET 18Old M CATHODIC PROTECTION LAYOUT I SCALE: NTS NOTES: 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. -- AL- . L - j C-9438-2 F_ i 5 INolq/v Sp , RwNGS Il L wi. LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE EXISTING CP TEST STATION PROPOSED VERTICAL ANODES O PROPOSED REFERENCE PROBE CONSTRUCTION NOTES: OINSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 18 O2 INSTALL NEW TERMINAL BOARD IN EXISTING TEST STATION - SEE DETAILS 1 & 3 ON SHEET 19 4 SURFACE RESTORATION PER STD STD 106-A TRENCH RESURFACING - SEE DETAIL 3 ON SHEET 20 OSURFACE RESTORATION PER STD STD 180 SIDEWALK - SEE DETAIL 4 ON SHEET 20 OINSTALL NEW REFERENCE PROBE - SEE DETAIL 1 ON SHEET 18 NOTES: 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. CATHODIC PROTECTION LAYOUT II SCALE: NTS a C-9438-2 U L d u 0 Y a 0 Ln N N 00 O LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE EXISTING CP TEST STATION PROPOSED VERTICAL ANODES C PROPOSED REFERENCE PROBE CONSTRUCTION NOTES: OINSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 18 OINSTALL NEW TERMINAL BOARD IN EXISTING TEST STATION - SEE DETAILS 1 & 3 ON SHEET 19 OSURFACE RESTORATION PER STD STD 106-A TRENCH RESURFACING - SEE DETAIL 3 ON SHEET 20 OSURFACE RESTORATION PER STD STD 180 SIDEWALK - SEE DETAIL 4 ON SHEET 20 OINSTALL NEW REFERENCE PROBE - SEE DETAIL 1 ON SHEET 18 NOTES: 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. TS# 4 34+00 / / / / / / / / / / / / / / / / - ti or, r R 4 _ ,Lw m*� 24" CML&TW STEEL WATER PIPELINE r-- *-ftw / / / / / / / / / / i / / ---------- TS# 3 26+10 ft imljhw 112 P, TS# 3 orl 26+10 ow ----- ---------- -------------------- CATHODIC PROTECTION LAYOUT III SCALE: NTS do � r r 1 C-9438-2 g 4 r � t LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE EXISTING CP TEST STATION PROPOSED VERTICAL ANODES O PROPOSED REFERENCE PROBE CONSTRUCTION NOTES: OINSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 18 O2 INSTALL NEW TERMINAL BOARD IN EXISTING TEST STATION - SEE DETAILS 1 & 3 ON SHEET 19 OSURFACE RESTORATION PER STD STD 106-A TRENCH RESURFACING - SEE DETAIL 3 ON SHEET 20 OSURFACE RESTORATION PER STD STD 180 SIDEWALK - SEE DETAIL 4 ON SHEET 20 OINSTALL NEW REFERENCE PROBE - SEE DETAIL 1 ON SHEET 18 NOTES: i r mqpL. wmi �f Two .-L-4ft- Oft 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. " -0 w ---T TS# 5 I I I � 42+10 I I I I I tIL - - - - - - - - - - - - - - - - - - - - _ - - - - - - A / � 4 i , , , , elf / , , , , , , , , , , , , , , , , , r X 1 24" CML&TW STEEL WATER PIPELINE CATHODIC PROTECTION LAYOUT IV SCALE: NTS fq. ir f R / Sr C-9438-2 LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE 0 EXISTING CP TEST STATION PROPOSED VERTICAL ANODES O PROPOSED REFERENCE PROBE CONSTRUCTION NOTES: OINSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 18 O2 INSTALL NEW TERMINAL BOARD IN EXISTING TEST STATION - SEE DETAILS 1 & 3 ON SHEET 19 OSURFACE RESTORATION PER STD STD 106-A TRENCH RESURFACING - SEE DETAIL 3 ON SHEET 20 OSURFACE RESTORATION PER STD STD 180 SIDEWALK - SEE DETAIL 4 ON SHEET 20 OINSTALL NEW REFERENCE PROBE - SEE DETAIL 1 ON SHEET 18 NOTES: 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. 1w % , , , , , , 2 , , , , r , , , , , , , , , , , , , Ar , , - r � , , , , , , , , -----------------1 A i TS# 6 -------------- 49+90 CATHODIC PROTECTION LAYOUT V SCALE: NTS V� 24" CML&TW STEEL WATER PIPELINE C-9438-2 i LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE EXISTING CP TEST STATION PROPOSED VERTICAL ANODES O PROPOSED REFERENCE PROBE I CONSTRUCTION NOTES: OINSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 18 O2 INSTALL NEW TERMINAL BOARD IN EXISTING TEST STATION - SEE DETAILS 1 & 3 ON SHEET 19 OSURFACE RESTORATION PER STD STD 106-A TRENCH RESURFACING - SEE DETAIL 3 ON SHEET 20 OSURFACE RESTORATION PER STD STD 180 SIDEWALK - SEE DETAIL 4 ON SHEET 20 OINSTALL NEW REFERENCE PROBE - SEE DETAIL 1 ON SHEET 18 NOTES: 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. 24" CML&TW STEEL WATER PIPELINE Or TS# 7 57+90 CATHODIC PROTECTION LAYOUT VI SCALE: NTS C-9438-2 LEGEND (CATHODIC PROTECTION EXISTING PIPELINE 0 EXISTING CP TEST STATION PROPOSED VERTICAL ANODES C PROPOSED REFERENCE PROBE H EXISTING FLANGE CONSTRUCTION NOTES: OINSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 18 O2 INSTALL NEW TERMINAL BOARD IN EXISTING TEST STATION - SEE DETAILS 1 & 3 ON SHEET 19 OINSTALL NEW TERMINAL BOARD IN EXISTING TEST STATION - SEE DETAILS 2 & 3 ON SHEET 19 OSURFACE RESTORATION PER STD STD 106-A TRENCH RESURFACING - SEE DETAIL 3 ON SHEET 20 OSURFACE RESTORATION PER STD STD 180 SIDEWALK - SEE DETAIL 4 ON SHEET 20 OINSTALL NEW REFERENCE PROBE - SEE DETAIL 1 ON SHEET 18 NOTES: i IE � -0, -4 it � r ti IF a i# AL r 24" CML&TW STEEL WATER PIPELINE Alm wit` ------------- TS# 8 t 64+00 -W� --- ---------J 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. a W r� wyr TS#9 Ir ��.. R 66+02 CATHODIC PROTECTION LAYOUT VII SCALE: NTS IF .ldm f _ LA bL C-9438-2 LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE EXISTING CP TEST STATION PROPOSED VERTICAL ANODES O PROPOSED REFERENCE PROBE CONSTRUCTION NOTES: OINSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 18 OINSTALL NEW TERMINAL BOARD IN EXISTING TEST STATION - SEE DETAILS 1 & 3 ON SHEET 19 OSURFACE RESTORATION PER STD STD 106-A TRENCH RESURFACING - SEE DETAIL 3 ON SHEET 20 OSURFACE RESTORATION PER STD STD 180 SIDEWALK - SEE DETAIL 4 ON SHEET 20 OINSTALL NEW REFERENCE PROBE - SEE DETAIL 1 ON SHEET 18 NOTES: 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. 24" CML&TW STEEL WATER PIPELINE CATHODIC PROTECTION LAYOUT VIII SCALE: NTS C-9438-2 U L d u 0 Y S_ 0 00 Ln N N 00 O LEGEND (CATHODIC PROTECTION EXISTING PIPELINE EXISTING CP TEST STATION MISSING CP TEST STATION PROPOSED VERTICAL ANODES C PROPOSED REFERENCE PROBE CONSTRUCTION NOTES: OINSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 18 OINSTALL NEW TERMINAL BOARD IN EXISTING TEST STATION - SEE DETAILS 1 & 3 ON SHEET 19 OSURFACE RESTORATION PER STD STD 106-A TRENCH RESURFACING - SEE DETAIL 3 ON SHEET 20 OSURFACE RESTORATION PER STD STD 180 SIDEWALK - SEE DETAIL 4 ON SHEET 20 OINSTALL NEW REFERENCE PROBE - SEE DETAIL 1 ON SHEET 18 24" CML&TW STEEL WATER PIPELINE TS# 12 21 +50 F• me NOTES: 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. • 10" 1 opm- If !�-rl CATHODIC PROTECTION LAYOUT IX SCALE: NTS '3 % -Qqw TS# 13--------------T, t �i 27+50 / 0 L------ -----� ' I / d / Y J � # 1 2 � 6 C 4 5 31 (TYP) TS# 13 27+50 C-9438-2 LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE EXISTING CP TEST STATION PROPOSED VERTICAL ANODES C PROPOSED REFERENCE PROBE EXISTING FLANGE CONSTRUCTION NOTES: OINSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 18 O2 INSTALL NEW TERMINAL BOARD IN EXISTING TEST STATION - SEE DETAILS 1 & 3 ON SHEET 19 OINSTALL NEW TERMINAL BOARD IN EXISTING TEST STATION - SEE DETAILS 2 & 3 ON SHEET 19 OSURFACE RESTORATION PER STD STD 106-A TRENCH RESURFACING - SEE DETAIL 3 ON SHEET 20 OSURFACE RESTORATION PER STD STD 180 SIDEWALK - SEE DETAIL 4 ON SHEET 20 OINSTALL NEW REFERENCE PROBE - SEE DETAIL 1 ON SHEET 18 NOTES: 40. `lob TS# 15 1 .�s'� 24" CML&TW STEEL TS# 14 33+86 WATER PIPELINE � 33+61 i 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. ---------------------- _ 4 AL 0000,dW6 f-s-i-A �E r vs 0 -00 X` G O� CATHODIC PROTECTION LAYOUT X SCALE: NTS r tlb� m C-9438-2 U L d u 0 Y 0 00 Ln N \ N 00 O LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE EXISTING CP TEST STATION PROPOSED VERTICAL ANODES C PROPOSED REFERENCE PROBE EXISTING FLANGE CONSTRUCTION NOTES: OINSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 18 O2 INSTALL NEW TERMINAL BOARD IN EXISTING TEST STATION - SEE DETAILS 1 & 3 ON SHEET 19 OINSTALL NEW TERMINAL BOARD IN EXISTING TEST STATION - SEE DETAILS 2 & 3 ON SHEET 19 4 SURFACE RESTORATION PER STD STD 106-A TRENCH RESURFACING - SEE DETAIL 3 ON SHEET 20 OSURFACE RESTORATION PER STD STD 180 SIDEWALK - SEE DETAIL 4 ON SHEET 20 6 INSTALL NEW REFERENCE PROBE - SEE DETAIL 1 ON SHEET 18 NOTES: E7J A a m m � mn; t a ■ r 4 ow TS# 16 40+00 k..A 3 ,T---------------- • TS# 17 1 -, - 0 ; 40+50 24" CML&TW STEEL WATER PIPELINE L AL I e upr or j AL md pp 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. 4 TS# 17 40+50 O12 5 1I-m-� 6 1 3' (TYP)\ CATHODIC PROTECTION LAYOUT XI SCALE: NTS Z- I VA C-9438-2 1Lr� --Ab r - - - - - - - - - - - - - - - - - - - - - - - - - - - ---------�, - I I I I I I I I I I i TS# 18 I I 46+50 \ 24 CML&TW STEEL WATER PIPELINE I I I — I I I I I I I I I I I I I I I I LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE 0 EXISTING CP TEST STATION PROPOSED VERTICAL ANODES O PROPOSED REFERENCE PROBE CONSTRUCTION NOTES: OINSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 18 O2 INSTALL NEW TERMINAL BOARD IN EXISTING TEST STATION - SEE DETAILS 1 & 3 ON SHEET 19 OSURFACE RESTORATION PER STD STD 106-A TRENCH RESURFACING - SEE DETAIL 3 ON SHEET 20 OSURFACE RESTORATION PER STD STD 180 SIDEWALK - SEE DETAIL 4 ON SHEET 20 OINSTALL NEW REFERENCE PROBE - SEE DETAIL 1 ON SHEET 18 NOTES: 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. CATHODIC PROTECTION LAYOUT XII SCALE: NTS - ,. C-9438-2 U L d u 0 Y 0 Ln N N 00 0 LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE 0 EXISTING CP TEST STATION PROPOSED VERTICAL ANODES C PROPOSED REFERENCE PROBE CONSTRUCTION NOTES: OINSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 18 O2 INSTALL NEW TERMINAL BOARD IN EXISTING TEST STATION - SEE DETAILS 1 & 3 ON SHEET 19 4 SURFACE RESTORATION PER STD STD 106-A TRENCH RESURFACING - SEE DETAIL 3 ON SHEET 20 OSURFACE RESTORATION PER STD STD 180 SIDEWALK - SEE DETAIL 4 ON SHEET 20 6 INSTALL NEW REFERENCE PROBE - SEE DETAIL 1 ON SHEET 18 NOTES: 24" CML&TW STEEL WATER PIPELINE 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. CATHODIC PROTECTION LAYOUT XIII SCALE: NTS -- i i i i i - - - ----------- 'ter ikl- �- Lo +'i f ii C-9438-2 LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE EXISTING CP TEST STATION PROPOSED VERTICAL ANODES C PROPOSED REFERENCE PROBE EXISTING FLANGE CONSTRUCTION NOTES: OINSTALL NEW DISTRIBUTED VERTICAL ANODE TS# 21 GROUNDBED - SEE DETAIL 1 ON SHEET 18 58+26 INSTALL NEW TERMINAL BOARD IN EXISTING TEST - ------ - __ 2 STATION - SEE DETAILS 1 & 3 ON SHEET 19 TS# 20 ; ;TS# 21 --------------- _--_ 0 � INSTALL NEW TERMINAL BOARD IN EXISTING TEST , , 3 O STATION - SEE DETAILS 2 & 3 ON SHEET 19 58+25 ; ; 58+2 6 OSURFACE RESTORATION PER STD STD 106-A 1 2 TRENCH RESURFACING - SEE DETAIL 3 ON SHEET 20 5 SURFACE RESTORATION PER STD STD 180 �� TS# 20 4 O 24 CML&TW STEEL SIDEWALK -SEE DETAIL 4 ON SHEET 20 58+25 OINSTALL NEW REFERENCE PROBE - SEE DETAIL 1 WATER PIPELINE 3' ON SHEET 18 � 6 TYP 5 1 CATHODIC PROTECTION LAYOUT XIV NOTES: QJ7SCALE: NTS 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. C-9438-2 U L d u C) Y 0 Ln N N 00 O SPLICE TO #8 AWG ANODE HEADER CABLE (TYP.) SEE DETAIL �8 GRADE • 10" MIN (TYP) K1llTCC- 34" (TYP.) BURIED WARNING TAPE SEE DETAIL 20 48" 3' (TYP.) 48# HIGH -POTENTIAL MAGNESIUM ANODE (TYP.) SEE DETAIL �18 1. LOCATE ANODE GROUNDBED APPROXIMATELY 5' AWAY FROM THE TEST STATION AND A MINIMUM OF 20' AWAY FROM ANY ADJACENT ANODE GROUNDBEDS. RESTORE TO EXISTING SURFACE CONDITIONS AS NECESSARY TEST STATION 8 . 9 NATIVE SOIL 2. ANODE QUANTITY VARIES, SEE TEST STATION SCHEDULE FOR QUANTITIES. �ANODE GROUNDBED DETAIL ANODE HEADER CABLE #8 AWG F SCALE: NTS 5' f - -REFERENCE PROBE W/COUPON 2 SEE DETAIL 20 BACKFILL PRE -PACKAGED ANODES WITH NATIVE SOIL nr1%nnr7n C%m1 IT r)r'11 T CONNECTOR NECTOR L LP'%1 LIx%J VI HALF -LAPPED PVC TAPE CABLE SPLICE DETAIL SCALE: NTS _F-LAPPED SING TAPE SILVER S CONNEC- SECURE WITH #12 AWG HI LEAD WIRE BACKFILL COMPOSITION 75% GYPSUM 20% BENTONITE 5% SODIUM SULPHATE 48LB. ANODE SPECS: INGOT WEIGHT: 48 LBS. PKGD WEIGHT: 96 LBS. INGOT DIMENSIONS: 5" XF X 31" PKGD DIMENSIONS: 811 X 34" IMPORTANT NOTE: REMOVE PLASTIC/PAPER BAG FROM ANODE BEFORE INSTALLING. l7Al-%I/nf-%Cn 0nhllCll I CHEMICAL COMPOSITION ELEMENT CONTENT % Al 0.010% Mn 0.50 - 1.30% Cu 0.02% MAX. Ni 0.001 % MAX. Fe 0.03% MAX. OTHER 0.30% MAX. Mg REMAINDER HIGH -POTENTIAL MAGNESIUM ANODE DETAIL SCALE: NTS C-9438-2 Trlr`r`I C CIA/ITr`LJ TYPE RS 0.01 OHM SHUNT (TYP), 6 AM 1/8" THK COPPE BUS BAR ENGRAVED LABEL (TYP) #16 AWG RHW COUPON (BLUE) #16 AWI_ ..... . REFERENCE CABLE (YLW) RAVING (TYP) OR BRASS HARDWARE (TYP) JG CONNECTOR (TYP) 1/4" MICARTA OR PHENOLIC PANEL 6" X 7" `-8 AWG/HMWPE DRAIN >TRUCTURE LEAD (BLK) 06 AWG RHW COUPON (RED) �8 AWG HMWPE BLK) ANODE HEADER CABLE 1 LV 1 tJ l l .V., I VI \L LL-r-xLJ `3LK) TERMINAL BOARD TYPE 1 DETAIL SCALE: NTS COPPER BUS BAR SHUNT WASHER ENGF LABE #8 AWG/HMWPE STRUCTURE LEA[ ISOLATED SIDE (V COPPER WIRE LUG BOLT TERMINAL BOARD PLAN VIEW SCALE: NTS PHENOLIC OR MICARTA i nnri ..rl rK I /-% r'bAVING (TYP) TERMINAL BOARD TYPE 2 DETAIL SCALE: NTS OR BRASS HARDWARE (TYP) NG CONNECTOR (TYP) 1/4" MICARTA OR PHENOLIC PANEL 6" X 7" S AWG/HMWPE FRUCTURE LEADS SIDE (BLACK) C-9438-2 0 L d u Y 0 00 i Ln N N 00 0 END VIEW Specifications: 4W DIRECT BURIAL WARNING TAPE SCALE: NTS Yellow - Reference electrode lead wire Blue - IR-Drop lead wire from first coupon Red - IR-Free lead wire from first coupon SIDE 12.75" Overall .5" .1875" .1875" • 1.5" o _-1.25"—*I 5.875" I—1.25"—)-I<< 2" "Test"Coupon Permanent Reference "Test"Coupon Electrode 1. 30-year design life and infinate shelf life 2. Element is 99.9% pure copper 3. 15 micron Medical Ceramic Sensor 4. Stability: ±5 millivolts with 0.3 microamps load 5. Wire: #16 RHH-RHW Tray Cable 6. Working Temperature Range: 32°F to +176°F (0°C to 80°C) 7. Material Temperature Range: -60°F to +1850F (-51 °C to 85°C) 8. Can be frozen and then returned to working temperature 9. Moisture retention membrane 10. Hydrogen Sulfide Ion Trap 11. Stage One Chloride Ion Trap 12. Stage Two Chloride Ion Trap Orange Lead - AC: Live lead wire from second coupon Black Lead - Native: Dead lead wire from second coupon 0noly® STELTH°7Rocket IR-Free Probe D� � 4 Model SRE-031-CSY Copper -Copper Sulfate Not to scale I For instructional use only I Revised: December 1, 2016 MANUFACTURING. INC. ® Registered Trademark of BORIN Manufacturing 15741 Buckingham Parkway Unit B I Culver City CA 90230 1(310) 822-10001 www.borin.com REFERENCE ELECTRODE WITH COUPON SCALE: NTS TYPES OF PAVEMENT REPLACEMENT 1. TRENCH RESURFACING IN PORTLAND CEMENT CONCRETE PAVEMENT SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-13, EXCEPT THAT CONCRETE SHALL BE 8" THICK MINIMUM CLASS 560—C-3250 AND #4 DOWEL, 18" O.C. WITH EPDXY COATING. 2. TRENCH RESURFACING IN ASPHALT CONCRETE PAVEMENT SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-13, EXCEPT THAT: A. ASPHALT CONCRETE SHALL BE PLACED IN LIFTS NOT TO EXCEED 4" THICK. B. APPLY TACK COAT AND FEATHER NEW PAVEMENT AS NECESSARY TO SEAL THE CONTACT JOINT AND ELIMINATE PAVEMENT DEPRESSIONS WITHIN 1' OF THE CONTACT JOINT. *C. COLD PLANE EXISTING PAVEMENT (1" BELOW EXISTING A.C. SECTION). EXACT WIDTH TO BE DETERMINED BY THE FIELD ENGINEER. ** NO PIECES LESS THAN 5' WIDE BETWEEN PATCH AND NEAREST JOINT OR CURB AND GUTTER, REFER TO STD 106—B. TACT EXISTING A.C. PAVEMENT** EXISTING P.C.C. PAVEMENT** CONTACT TRENCH WIDTH 18" MIN 18" MIN JOINT VARIES VARIES* TRENCH WIDTH VARIES* (TYP) (TYI VARIES EXISTING A.C. PAVEMENT** EPDXY COATED #4 DOWEL 12" d . a MIN . EXISTING P.C.C. 1" PAVEMENT** �x / A.C. BASE COURSE SHALL BE 1" THICKER j\ THAN EXISTING A.C. SECTION WITHIN TRENCH (95% MIN COMPACTION) PIPE O.D. v\\//\ A/ ASPHALT TRENCH RESTORATION PIPE BEDDING AND BACKFILL PER STD 323 OR AS DETERMINED BY THE ENGINEER O.D. j� A CONCRETE TRENCH RESTORATION 12" r PIPE STREETS/ALLEYS RECENTLY SLURRY SEALED, OVERLAID, OR RECONSTRUCTED SHALL REQUIRE EXTENSIVE PAVEMENT RESTORATION PER STD 106—D. FORMER CITY STANDARD PLAN NUMBER (2004 EDITION): STD 105—L—B APR. r ,C 51568 11/24/2020 CITY ENGINEER RCE DATE NO DATE DESCRIPTION OF REVISIONS 77— CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS STANDARD DRAWING NO. DRAWN: P. KHARAZMI DATE: 11/5/2020 TRENCH RESURFACING 10 6 -A SHEET 1 OF 1 STD 106-A - TRENCH RESURFACING SCALE: NTS NOTES: 1. R=25' FOR COMMUTER STREETS AND 35' FOR ARTERIAL STREETS UNLESS OTHERWISE SPECIFIED. 2. CONCRETE SHALL BE 560—C-3250. 3. LANDSCAPE PARKWAY WITH STREET TREES REQUIRED WHEN DISTANCE FROM CURB FACE TO PROPERTY LINE EXCEEDS 6' IN RESIDENTIAL AREAS. CONCRETE SIDEWALK IN COMMERCIAL 10' OR VARIES A/3 0/3 A/3 AREAS WITH STREET TREES. ° 4 WEAKENED J -� 'PLANE' °JOINTS d d 10' OR VARIES ° a CURB RETURN AREA Y8" EXPANSION JOINT MATERIAL (TYP) R 10' TYPICAL PARKWAY j� 4' MIN SIDEWALK SEE NOTE 3 � 2% MAX 4" MIN COMPACTED NATIVE SOIL TYPICAL SECTION 8' d %" EXPANSION JOINT MATERIAL (TYP) EDGE OF GUTTER TOP OF CURB BACK OF CURB CURB ACCESS RAMP PER STD 181 WEAKENED PLANE JOINTS 1" SAWED, QUICK —JOINT OR EQUAL 8' 8' PLANTING OR CONCRETE WALK WEAKENED PLANE JOINTS & EXPANSION JOINTS FORMER CITY STANDARD PLAN NUMBER (2004 EDITION): STD 180—L APR. ix —51568 11/24/2020 CITY ENGINEER RCE DATE I NO. I DATE I DESCRIPTION OF REVISIONS CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS STANDARD DRAWING NO. DRAWN: P. KHARAZMI DATE: 11/3/2020 SIDEWALK DETAIL 180 SHEET 1 OF 1 STD 180 - SIDEWALK RESTORATION DETAIL SCALE: NTS C-9438-2 CIA`ice• E ft Nf_147 ABBREVIATIONS (IN ADDITION TO GREENBOOK SECTION 1-3.2) APN ASSESSOR'S PARCEL NUMBER NITS NOT TO SCALE APPROX APPROXIMATE OCSD ORANGE COUNTY SANITATION DISTRICT AWG AMERICAN WIRE GAUGE P PIPELINE AVE AVENUE PKWY PARKWAY BLVD BOULEVARD QTY QUANTITY BOM BILL OF MATERIALS RD ROAD REV REVISION CNL CANNOT LOCATE RTE ROUTE CP CATHODIC PROTECTION RIW RIGHT OF WAY CULV CULVERT S SOUTH DET DETAIL SHT SHEET DIA DIAMETER SPEC SPECIFICATION DIST DISTRIBUTION ST STREET DWY DRIVEWAY STA STATION E EAST STL STEEL EASE EASEMENT TCP TRAFFIC CONTROL PLAN ELEV ELEVATION TEMP TEMPORARY FH FIRE HYDRANT TYP TYPICAL FIG FIGURE UG UNDERGROUND FLG FLANGE USA UNDERGROUND SERVICE ALERT FWY FREEWAY V VALVE GACP GALVANIC ANODE CATHODIC PROTECTION W WATER HMWPE HIGH MOLECULAR WEIGHT POLYETHYLNE WV WATER VALVE W/ WITH HWY HIGHWAY WIO WITHOUT IFK INSULATING FLANGE KIT LN LANE LOC LOCATION MAX MAXIMUM MH MANHOLE MIN MINIMUM MISC MISCELLANEOUS N NORTH NACE NATIONAL ASSOCIATION OF CORROSION ENGINEERS CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG \LIFOR�% PUBLIC WORKS DEPARTMENT CATHODIC PROTECTION UPGRADES PROJECT IRVINE AVE & DOVER DRIVE 24" WATER MAIN EXHIBIT F CONTRACT NO. C-9483-2 PROJECT NO. 24W1 1 APPROVED: DATE: DAVID A. WEBB, PUBLIC WORKS DIRECTOR APPROVED: DATE: JIM HOULIHAN, P.E., DEPUTY PWD 1 CITY ENGINEER LEGEND (CATHODIC PROTECTION EXISTING PIPELINE no EXISTING CP TEST STATION on MISSING CP TEST STATION H EXISTING FLANGE PROPOSED VERTICAL ANODES C PROPOSED REFERENCE PROBE Gorrpra APPROVED: SARVJIT SINGH, ENGINEERING MANAGER EMERGENCY TELEPHONE NUMBERS DAY NIGHT SOUTHERN CALIFORNIA GAS COMPANY (800) 427-2200 SOUTHERN CALIFORNIA EDISON COMPANY (800) 611-1911 AT&T TELEPHONE COMPANY (800) 332-1321 CITY OF NEWPORT BEACH UTILITIES DEPARTMENT (949) 644-3011 (949) 644-3717 ORANGE COUNTY SANITATION DISTRICT (714) 962-2411 MESA WATER DISTRICT (949) 631-1200 SPECTRUM (833) 949-0036 COX COMMUNICATIONS (844) 780-6054 CROWN CASTLE (888) 632-0931 MCI VERIZON BUSINESS (844) 780-6054 DATE: 8-12-25 GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL. BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2015 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS, UNLESS NOTED OTHERWISE. 4. P.C.C. SHALL BE CLASS 560-C-3250 UNLESS NOTED OTHERWISE, 5• CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g_ WATER VAULTS, WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE PER CITY STANDARDS. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 6. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 7. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. FAILURE TO DO SO WILL PLACE RESPONSIBILITY OF THE CONTRACTOR FOR CORRECTION. 8. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE -VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. 9. THE UTILITY LOCATIONS ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE USED FOR REFERENCE ONLY. UTILITY LOCATIONS AND ALL OTHER SUBSTRUCTURES SHALL BE FIELD VERIFIED BY DELINEATING THE WORK AREA AND CALLING THE APPROPRIATE UNDERGROUND SERVICE ALERT (USA) 811, A MINIMUM OF 48 HOURS IN ADVANCE AND CLEARED PRIOR TO THE BEGINNING OF ANY CONSTRUCTION WORK. 10. ALL CONCRETE SIDEWALKS OR CURBS TO BE REPLACED SHALL BE SAWCUT TO THE NEAREST TRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL JOINT OR WEAKENED PLANE JOINT AND REPLACED IN CONFORMANCE WITH THE APPLICABLE PROVISIONS OF THE CITY OF NEWPORT BEACH. EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS. 11, ALL P.C.0 AND A.C. PAVEMENT REMOVALS SHALL BE OUTLINE TO NECESSARY WORKING LIMITS AND SAWCUT PRIOR TO THE REMOVAL. ALL DEBRIS CREATED BY THE REMOVAL OPERATIONS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF AWAY FROM THE JOB SITE IN A MANNER AND AT A LOCATION ACCEPTABLE TO THE CITY OF NEWPORT BEACH. 12• ALL EXCAVATIONS SHALL BE IN ACCORDANCE WITH TITLE EIGHT (8) OF THE CALIFORNIA CODE OF REGULATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REQUIRED CALOSHA PERMIT FOR EXCAVATIONS OR TRENCHES FIVE (5) FEET IN DEPTH OF GREATER. TRENCH LIMITATIONS WILL BE GOVERNED BY THE CITY OF NEWPORT BEACH OR THE PERMITTING AGENCY. 11 THE CONTRACTOR SHALL MAINTAIN THE WORK AREA IN A NEAT, SAFE, CLEAN AND SANITARY CONDITION AT ALL TIMES AND TO THE SATISFACTION OF THE CITY OF NEWPORT BEACH. STREETS SHALL BE KEPT CLEAN OF DEBRIS, WITH DUST AND NUISANCE BEING CONTROLLED AT ALL TIMES. LOOSE EXCAVATED MATERIAL SHALL NOT BE PLACED OR STORED IN WATERWAYS. ALL EXCESS EXCAVATED SOIL AND MATERIALS SHALL BE REMOVED AND DISPOSED OF IN A PROPER AND LEGAL MANNER BY THE CONTRACTOR. 14. AT THE END OF EACH WORKING DAY AND AT THE TIMES WHEN CONSTRUCTION OPERATIONS ARE SUSPENDED FOR ANY REASON, THE CONTRACTOR SHALL REMOVE ALL EQUIPMENT, VEHICLES, MATERIAL, TRAFFIC CONTROL DEVICES, STOCKPILE OR ANY OTHER FORM OF OBSTRUCTION FROM THE RIGHT-OF-WAY. 15, ALL LANDSCAPING AND GRASS AREAS SHALL BE RESTORED TO ITS ORIGINAL PER THE PROJECT SPECIFICATIONS AND REPAIRED TO THE SATISFACTION OF THE CITY OF NEWPORT BEACH OR TO THE REGULATORY AGENCY HAVING JURISDICTION. 16. THE CONTRACTOR SHALL RESTORE ALL EXISTING SURFACE IMPROVEMENTS (INCLUDING BUT NOT LIMITED TO: HARDSCAPE, A.C., P.C.C., BRICK, ETC.) TO ITS ORIGINAL CONDITION TO THE SATISFACTION OF THE OWNER AND TO THE REGULATORY AGENCY HAVING JURISDICTION. 17. ALL NEW CATHODIC PROTECTION EQUIPMENT INSTALLATIONS TO BE FIELD LOCATED TO MINIMIZE IMPACT TO THE EXISTING SURFACE CONDITIONS AND AVOID CONFLICT WITH EXISTING UTILITIES OR SUBSTRUCTURES. LOCATIONS SHOWN ON THESE PLANS TO BE USED AS REFERENCE AND ARE APPROXIMATE. APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: w . �, I " -, 'IA' � MARK VUKOJEVIC, P.E. CHA J SINACORI, P.E. DIRECTOR ASSI ST CITY ENGINEER UTILITIES DEPARTMENT DATE: /3. 2y- Zs DATE: 9 r L S_ Z-57 SHEET INDEX SHEET NO. DESCRIPTION 01 TITLE SHEET CATHODIC PROTECTION 02 NOTES, LEGEND & ABBREVIATIONS 03 OVERALL CATHODIC PROTECTION SITE PLAN 04 CATHODIC PROTECTION LAYOUT 1 05 CATHODIC PROTECTION LAYOUT II 06 CATHODIC PROTECTION LAYOUT III 07 CATHODIC PROTECTION LAYOUT IV 08 CATHODIC PROTECTION LAYOUT V 09 CATHODIC PROTECTION LAYOUT VI 10 CATHODIC PROTECTION LAYOUT AI 11 CATHODIC PROTECTION LAYOUT VIII 12 CATHODIC PROTECTION DETAILS 1 13 CATHODIC PROTECTION DETAILS 11 14 CATHODIC PROTECTION DETAILS 111 C-9483-2 IRVINE AVE & DOVER DR 24" WATER MAIN GENERAL NOTES, VICINITY MAP, LOCATION MAP CITY OF NEWPORT BEACH W-5416-S PUBLIC WORKS DEPARTMENT SHEET 0 1 of 14 CONSTRUCTION PHASES: CONSTRUCTION NOTES: EACH PHASE OF THE GALVANIC CATHODIC PROTECTION SYSTEM INSTALLATION CAN BE PERFORMED ANODE INSTALLATION INSTRUCTIONS: INDEPENDENTLY OR CONCURRENTLY. 1. ANODE CABLES SHALL BE #12 AWG SINGLE CONDUCTOR STRANDED COPPER WITH 1. INSTALL SIX (6) ANODE GROUND BEDS. HMWPE INSULATION. 2. INSTALL SIX (6) COPPER -COPPER SULFATE REFERENCE PROBES. 2. ANODE HEADER CABLES SHALL BE #8 AWG SINGLE CONDUCTOR STRANDED COPPER 3. INSTALL ELEVEN (11) TEST STATION TERMINAL BOARDS AND ABANDON IN PLACE EXISTING ANODE. WITH HMWPE INSULATION. 4. TRENCH AND ROUTE ANODE CABLES TO TEST STATIONS. 3. HIGH POTENTIAL MAGNESIUM ANODES SHALL BE USED. 5. SURFACE RESTORATION OF ALL EXCAVATIONS/TRENCHES PER CITY OF NEWPORT BEACH 4. THE ANODE GROUNDBED SHALL BE LOCATED BASED ON FIELD CONDITIONS. ANODES STANDARD RESTORATION DETAILS. SHALL NOT BE CARRIED BY MEANS OF ANODE LEAD WIRES. DAMAGED ANODES SHALL BE REPLACED BY THE CONTRACTOR AT THEIR SOLE EXPENSE. ANODE SPACING SHALL BE AS SHOWN ON THE DRAWINGS. ADDITIONAL NOTES: 5. UNDER NO CIRCUMSTANCES SHOULD THE ANODE LEAD WIRES BE CLAMPED OR PINCHED DURING LOWERING. 1. TRENCHING AND EXCAVATION NOTES: a. THE UTILITY LOCATIONS ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE USED FOR REFERENCE ONLY. UTILITY LOCATIONS AND ALL OTHER SUBSTRUCTURES SHALL BE FIELD VERIFIED. b. DELINEATE WORK AREA AND CALL THE APPROPRIATE UNDERGROUND SERVICE ALERT (USA) 811, 48 HOURS (NOT INCLUDING INITIAL DAY) PRIOR TO START OF WORK. c. TRENCH LIMITATIONS WILL BE GOVERNED BY THE PERMITTING AGENCY. d. NOTIFY THE LOCAL DISTRICT CONTACT AND THE REGION'S ENVIRONMENT SPECIALIST IF CONTAMINATED SOIL IS ENCOUNTERED OR SUSPECTED. e. ALL EXCAVATIONS SHALL BE IN ACCORDANCE WITH TITLE EIGHT (8) OF THE CALIFORNIA CODE OF REGULATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REQUIRED CALOSHA PERMIT FOR EXCAVATIONS OR TRENCHES FIVE (5) FEET IN DEPTH OR GREATER. 2. ANODE CABLES ARE TO BE INSTALLED AND SECURED WITHOUT DAMAGE TO THE INSULATION. 3. LOOSE EXCAVATED MATERIAL SHALL NOT BE PLACED OR STORED IN WATERWAYS. ALL EXCESS EXCAVATED SOIL AND MATERIALS SHALL BE REMOVED AND DISPOSED OF IN A PROPER AND LEGAL MANNER BY THE CONTRACTOR. ALL DISTURBED SURFACE AREAS SHALL BE SHAPED TO FACILITATE DRAINAGE AND AVOID PONDING AND RESTORED TO NEAR NATURAL OR PRE -CONSTRUCTION CONDITIONS. 4. INFORMATION ON EXISTING UTILITIES AND OTHER SUBSTRUCTURES SHALL BE OBTAINED FROM THE APPROPRIATE AGENCIES. ALL CONSTRUCTION SHALL BE DONE A MINIMUM 48 HOURS AFTER USA DIG CALL ALERTS HAVE BEEN MADE AND USA DIG HAS CLEARED THE AREA. 5. ADEQUATE SAFETY MEASURES SHALL BE MAINTAINED BY THE PROPER SCHEDULING OF PROPOSED INSTALLATIONS, IN ACCORDANCE WITH SECURED OR PROVIDED PERMITS. 6. ALL CONSTRUCTION SHALL CONFORM TO NACE STANDARDS AND PROJECT SPECIFICATIONS, AND SHALL BE AS PER APPROVED DRAWINGS. ALL THE PROPER PERMITS AS REQUIRED BY THE COUNTY MUST BE MET BEFORE BEGINNING THE FIELD INSTALLATION. OINSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 12 O2 INSTALL NEW TERMINAL BOARD IN EXISTING TEST STATION - SEE DETAILS 1 & 3 ON SHEET 13 OINSTALL NEW TERMINAL BOARD IN EXISTING TEST STATION - SEE DETAILS 2 & 3 ON SHEET 13 4 SURFACE RESTORATION PER STD STD 106-A TRENCH RESURFACING - SEE DETAIL 3 ON SHEET 14 OINSTALL NEW REFERENCE PROBE - SEE DETAIL 1 ON SHEET 12 GALVANIC ANODE CATHODIC PROTECTION TEST STATION SCHEDULE TEST STATION LOCATION AS BUILT PIPE MATERIAL DIA (INCHES) QUANTITY OF ANODES REMARKS STATION # TS #1 5+46 DOVER DR S/O WEST CAIFF W_5311_S CML&TW 24 - COULD NOT BE LOCATED TS #2 13+00 DOVER DR AND CUMBERLAND LN W_5311_S CML&TW 24 - INSTALL NEW TERMINAL BOARD TS #3 17+26 DOVER DR AND ETON PL W_5311_S CML&TW 24 4 INSTALL DISTRIBUTED VERTICAL ANODE GROUND BED TS #4 21 +00 DOVER DR N/O KENT LN W_5311_S CML&TW 24 - INSTALL NEW TERMINAL BOARD TS #5 28+55 DOVER DR AND MARINERS DR W_5311_S CML&TW 24 4 INSTALL DISTRIBUTED VERTICAL ANODE GROUND BED TS #6 36+50 DOVER DR S/O IRVINE AVE W_5311_S CML&TW 24 - BROKEN, LEADS NOT CONNECTED, ABANDON TS #7 38+76 DOVER DR S/O IRVINE AVE W_5311_S CML&TW 24 - COULD NOT BE LOCATED TS #8 39+20 DOVER DR AND IRVINE AVE W_5311_S CML&TW 24 4 INSTALL DISTRIBUTED VERTICAL ANODE GROUND BED TS #9 57+00 IRVINE AVE SW/O WALNUT PL W_5311_S CML&TW 24 - INSTALL NEW TERMINAL BOARD TS #10 65+50 IRVINE AVE NE/O HIGHLAND DR W_5311_S CML&TW 24 4 INSTALL DISTRIBUTED VERTICAL ANODE GROUND BED TS #11 73+00 IRVINE AVE SW/O HOLIDAY RD W_5311_S CML&TW 24 - INSTALL NEW TERMINAL BOARD TS #12 80+47 IRVINE AVE SW/O FRANCISCO DR W_5311_S CML&TW 24 4 INSTALL DISTRIBUTED VERTICAL ANODE GROUND BED TS #13 88+95 IRVINE AVE SW/O SANTIAGO DR W_5311_S CML&TW 24 4 INSTALL DISTRIBUTED VERTICAL ANODE GROUND BED TS #14 92+62 IRVINE AVE NE/O SANTIAGO DR W_5311_S CML&TW 24 - IFK C-9438-2 0 0 Q i E Ln i Lo N N 00 0 _may 31F ECF SEE BELOW RIGHT I k-r ed 46 l r jr �dp fr 1. PIPELINE ROUTING SHOWN IS APPROXIMATE ONLY. ,_p_� r 1 r ' A ' yT -' % Y SEE ABOVE LEFT SITE PLAN - EXHIBIT F PIPELINE SCALE: NTS LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE EXISTING CP TEST STATION MISSING CP TEST STATION C-9438-2 LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE EXISTING CP TEST STATION PROPOSED VERTICAL ANODES O PROPOSED REFERENCE PROBE CONSTRUCTION NOTES: OINSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 12 O2 INSTALL NEW TERMINAL BOARD IN EXISTING TEST STATION - SEE DETAILS 1 & 3 ON SHEET 13 D SURFACE RESTORATION PER STD STD 106-A TRENCH RESURFACING - SEE DETAIL 3 ON SHEET 14 OINSTALL NEW REFERENCE PROBE - SEE DETAIL 1 ON SHEET 12 NOTES: qpLL +. I - TS# 4 i +i 21 +00 r .3 \ \ F _ Z L \ �L 1 \ 1 61— Z r� \ \ \ \ \ 1 \ J \ 3 (TYP) 711. \ \ \ 4 \`\ \ i \ \ \ \ \ TS# 3 17+26 _Pill TS# 3 hA 17+26.� - W1 � - r ah L vo � +� i L _ r �� 24" CML&TW WATER PIPELINE - _ 1 1 L A - = 1 FF / �/- "w 1 lb - 4fy�� 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. r L 4 i 7 - -Lip a, w4L p y 1 T dML - - TS# 2 13+00 CATHODIC PROTECTION LAYOUT I SCALE: NTS d mr Z M~ -- ft ' r� - L 111-11 C-9438-2 LEGEND (CATHODIC PROTECTION): C�q EXISTING PIPELINE EXISTING CP TEST STATION PROPOSED VERTICAL ANODES PROPOSED REFERENCE PROBE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -TM -* - - - - - - - - CONSTRUCTION NOTES: I I TS# 5 _ uINSTALL NEW DISTRIBUTED VERTICAL ANODE 28+55 0 GROUNDBED - SEE DETAIL 1 ON SHEET 12 OINSTALL NEW TERMINAL BOARD IN EXISTING TEST STATION -SEE DETAILS 1 & 3 ON SHEET 13 - i i - - '�. T\ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J 4 SURFACE RESTORATION PER STD STD 106-A TRENCH RESURFACING - SEE DETAIL 3 ON SHEET 14 OINSTALL NEW REFERENCE PROBE - SEE DETAIL 1 r ON SHEET 12 TS# 5 � 28+55 KNEW 1 2 It J� NOTES: 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. 24" CML&TW WATER PIPELINE CATHODIC PROTECTION LAYOUT II SCALE: NTS C-9438-2 0 aD a I 0 Y c N Ln I Lo N N 00 O LEGEND (CATHODIC PROTECTION): 0 EXISTING PIPELINE EXISTING CP TEST STATION PROPOSED VERTICAL ANODES PROPOSED REFERENCE PROBE CONSTRUCTION NOTES: OINSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 12 OINSTALL NEW TERMINAL BOARD IN EXISTING TEST STATION - SEE DETAILS 1 & 3 ON SHEET 13 4 SURFACE RESTORATION PER STD STD 106-A TRENCH RESURFACING - SEE DETAIL 3 ON SHEET 14 OINSTALL NEW REFERENCE PROBE - SEE DETAIL 1 ON SHEET 12 NOTES: 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. i t a_ _ - - - - - - - - - - - - - - - - 1 TS# 8 ❑a - 39+20 ---------------� CATHODIC PROTECTION LAYOUT III SCALE: NTS f arm L w _1% 0 llll�N1qhr--Ml 24" CML&TW WATER PIPELINE TIP 4 Rr qo Nhl 364, IL r . l000000mmow*' aw C-9438-2 LEGEND (CATHODIC PROTECTION): 0 EXISTING PIPELINE EXISTING CP TEST STATION PROPOSED VERTICAL ANODES PROPOSED REFERENCE PROBE CONSTRUCTION NOTES: O2 INSTALL NEW TERMINAL BOARD IN EXISTING TEST STATION - SEE DETAILS 1 & 3 ON SHEET 13 NOTES: 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. 24" CML&TW WATER PIPELINE CATHODIC PROTECTION LAYOUT IV SCALE: NTS C-9438-2 N416L -qolk7g LEGEND (CATHODIC PROTECTION): 0 EXISTING PIPELINE EXISTING CP TEST STATION PROPOSED VERTICAL ANODES PROPOSED REFERENCE PROBE CONSTRUCTION NOTES: OINSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 12 OINSTALL NEW TERMINAL BOARD IN EXISTING TEST STATION - SEE DETAILS 1 & 3 ON SHEET 13 OSURFACE RESTORATION PER STD STD 106-A TRENCH RESURFACING - SEE DETAIL 3 ON SHEET 14 OINSTALL NEW REFERENCE PROBE - SEE DETAIL 1 ON SHEET 12 NOTES: 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. OF 24" CML&TW WATER PIPELINE CATHODIC PROTECTION LAYOUT V SCALE: NTS 44 C-9438-2 N Ln Lo N N 00 O 6 LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE EXISTING CP TEST STATION PROPOSED VERTICAL ANODES O PROPOSED REFERENCE PROBE CONSTRUCTION NOTES: O2 INSTALL NEW TERMINAL BOARD IN EXISTING TEST STATION - SEE DETAILS 1 & 3 ON SHEET 13 NOTES: L 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. IMF.. 24" CML&TW WATER PIPELINE CATHODIC PROTECTION LAYOUT VI SCALE: NTS t 1712 IRVINE AVE re' 4f- '&. AWS C-9438-2 LEGEND (CATHODIC PROTECTION): EXISTING PIPELINE EXISTING CP TEST STATION PROPOSED VERTICAL ANODES PROPOSED REFERENCE PROBE CONSTRUCTION NOTES: OINSTALL NEW DISTRIBUTED VERTICAL ANODE GROUNDBED - SEE DETAIL 1 ON SHEET 12 O2 INSTALL NEW TERMINAL BOARD IN EXISTING TEST STATION - SEE DETAILS 1 & 3 ON SHEET 13 OSURFACE RESTORATION PER STD STD 106-A TRENCH RESURFACING - SEE DETAIL 3 ON SHEET 14 OINSTALL NEW REFERENCE PROBE - SEE DETAIL 1 ON SHEET 12 NOTES: 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. 24" CML&TW WATER PIPELINE mmol �f ------------------- or A* //"i 1 CATHODIC PROTECTION LAYOUT VI SCALE: NTS C-9438-2 LEGEND (CATHODIC PROTECTION EXISTING PIPELINE ❑e EXISTING CP TEST STATION H EXISTING FLANGE PROPOSED VERTICAL ANODES O PROPOSED REFERENCE PROBE vm:. mfpm�� immmomme 24" CML&TW WATER PIPELINE I I CONSTRUCTION NOTES: I 3' II OINSTALL NEW DISTRIBUTED VERTICAL ANODE (TYP) GROUNDBED - SEE DETAIL 1 ON SHEET 12 4 I I INSTALL NEW TERMINAL BOARD IN EXISTING TEST O STATION - SEE DETAILS 1 & 3 ON SHEET 13 5 ' II INSTALL NEW TERMINAL BOARD IN EXISTING TEST I� 3 ' STATION - SEE DETAILS 2 & 3 ON SHEET 13 ' I II O4 SURFACE RESTORATION PER STD STD 106-A TS# 13 1 2 TRENCH RESURFACING - SEE DETAIL 3 ON SHEET 14 - 88+95 ' II OINSTALL NEW REFERENCE PROBE - SEE DETAIL 1 ON SHEET 12 III `\ I `\ I \ \ `\ I \ I `\ I \ I \ I \ I \ I \ _ _ — — — — — \ I I ` I I \ I I \ I I \\ I I \\ I I \ I I ` I I \ I I ` I I \\\\ I TS# 13 AL88+95 NOTES: 1. PROPOSED NEW ANODE GROUNDBED SHALL BE A MINIMUM OF 10' FROM FOREIGN UTILITIES. EXACT LOCATION CAN BE ADJUSTED TO SUIT FIELD CONDITIONS. 2. PIPELINE ROUTING AS SHOWN IS APPROXIMATE ONLY. w-� nomor— -dt EEL �w -4 1 4w �A 1 i - I . . `, CATHODIC PROTECTION LAYOUT VIII SCALE: NTS TS# 14 92+62 6\` i C-9438-2 SPLICE TO #8 AWG ANODE HEADER CABLE (TYP.) SEE DETAIL 12 GRADE °' � • is • •� i � i 91, • Y e 34" (TYP.) 4 e •� 10" MIN (TYP) BURIED WARNING TAPE SEE DETAIL Q J4 3' (TYP.) 48" 48# HIGH -POTENTIAL MAGNESIUM NOTES: ANODE (TYP.) SEE DETAIL 3 1. LOCATE ANODE GROUNDBED 12 APPROXIMATELY 5' AWAY FROM THE TEST STATION AND A MINIMUM OF 20' AWAY FROM ANY ADJACENT ANODE GROUNDBEDS. ANODE HEADER CABLE #8 AWG F 8 . 9 ANODE GROUNDBED DETAIL SCALE: NTS L L/'% i CRJ \Jl- HALF-LAPPED PVC TAPE CABLE SPLICE DETAIL SCALE: NTS RESTORE TO EXISTING SURFACE CONDITIONS AS NECESSARY TEST STATION NATIVE SOIL 5' -REFERENCE PROBE W/ COUPON SEE DETAIL 2 14 BACKFILL PRE -PACKAGED ANODES WITH NATIVE SOIL "m' 'T _r CONNECTOR NECTOR _F-LAPPED SING TAPE SILVER S CONNEC- SECURE WITH #12 AWG H LEAD WIRE BACKFILL COMPOSITION 75% GYPSUM 20% BENTONITE 5% SODIUM SULPHATE 48LB. ANODE SPECS: INGOT WEIGHT: 48 LBS. PKGD WEIGHT: 96 LBS. INGOT DIMENSIONS: 5" X5" X 31" PKGD DIMENSIONS: 8" X 34" IMPORTANT NOTE: REMOVE PLASTIC/PAPER BAG FROM ANODE BEFORE INSTALLING. Pl A f-% I A t—% r Pl M A f—% I r 11 1 J CHEMICAL COMPOSITION ELEMENT CONTENT % Al 0.010% Mn 0.50 - 1.30% Cu 0.02% MAX. Ni 0.001 % MAX. Fe 0.03% MAX. OTHER 0.30% MAX. Mg REMAINDER HIGH -POTENTIAL MAGNESIUM ANODE DETAIL SCALE: NTS C-9438-2 Tnr+r+l C CC\A/IT/"`LJ TYPE RS 0.01 OHM SHUNT (TYP), 6 AN 1/8" THK COPPE BUS BAR ENGRAVED LABEL (TYP) #16 AWG RHW COUPON (BLUE; #16 AW _ . _... . REFERENCE CABLE (YLW) RAVING (TYP) OR BRASS HARDWARE (TYP) ENGF LAB E JG CONNECTOR (TYP) 1/4" MICARTA OR PHENOLIC PANEL 6" X 7" E8 AWG/HMWPE DRAIN iTRUCTURE LEAD (BLK) 06 AWG RHW COUPON (RED) #8 AWG HMWPE BLK) ANODE HEADER CABLE #8 AWG/HMWPE STRUCTURE LEA[ ISOLATED SIDE (V 1 LLJ 1 V 1 1 \V V I V I \L LL/ \LJ \BLK) TERMINAL BOARD TYPE 1 DETAIL SCALE: NTS SPRING LOCK WASHER PHENOLIC OR MICARTA COPPER BUS BAR � o ------ NUT (TYP. OF 3) SHUNT - WASHER COPPER WIRE LUG BOLT TERMINAL BOARD PLAN VIEW SCALE: NTS i nnri t"%n rni/""%nFAVING (TYP) TERMINAL BOARD TYPE 2 DETAIL SCALE: NTS OR BRASS HARDWARE (TYP) NG CONNECTOR (TYP) 1/4" MICARTA OR PHENOLIC PANEL 6"X7" > AWG/HMWPE FRUCTURE LEADS SIDE (BLK) C-9438-2 0 Ln i Lo N N 00 O END VIEW Specifications: 4 4W �y �9 gUAIED CA1r �F DIRECT BURIAL WARNING TAPE SCALE: NTS Yellow - Reference electrode lead wire Blue - IR-Drop lead wire from first coupon Red - IR-Free lead wire from first coupon SIDE 12.75" Overall ,5" .1875" .1875" --1.5"—oHE-1.25"->I 14 5.875" LIB1.25"-* < 2" H "Test"Coupon Permanent Reference "Test"Coupon Electrode 1. 30-year design life and infinate shelf life 2. Element is 99.9% pure copper 3. 15 micron Medical Ceramic Sensor 4. Stability: ±5 millivolts with 0.3 microamps load 5. Wire: #16 RHH-RHW Tray Cable 6. Working Temperature Range: 327 to +1767 (0°C to 80°C) 7. Material Temperature Range: -607 to +1850F (-51 °C to 85°C) 8. Can be frozen and then returned to working temperature 9. Moisture retention membrane 10. Hydrogen Sulfide Ion Trap 11. Stage One Chloride Ion Trap 12. Stage Two Chloride Ion Trap Orange Lead - AC: Live lead wire from second coupon Black Lead - Native: Dead lead wire from second coupon nnDiff STELTH° 7 Rocket IR-Free Probe U�„11 Model SRE-031-CSY Copper -Copper Sulfate Not to scale I For instructional use only I Revised: December 1, 2016 MANUFACTURING. INC. ® Registered Trademark of BORIN Manufacturing 15741 Buckingham Parkway Unit B I Culver City CA 90230 1 (310) 822-1000 1 www.borin.com REFERENCE ELECTRODE WITH COUPON SCALE: NTS TYPES OF PAVEMENT REPLACEMENT 1. TRENCH RESURFACING IN PORTLAND CEMENT CONCRETE PAVEMENT SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-13, EXCEPT THAT CONCRETE SHALL BE 8" THICK MINIMUM CLASS 560—C-3250 AND #4 DOWEL, 18" O.C. WITH EPDXY COATING. 2. TRENCH RESURFACING IN ASPHALT CONCRETE PAVEMENT SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-13, EXCEPT THAT: A. ASPHALT CONCRETE SHALL BE PLACED IN LIFTS NOT TO EXCEED 4" THICK. B. APPLY TACK COAT AND FEATHER NEW PAVEMENT AS NECESSARY TO SEAL THE CONTACT JOINT AND ELIMINATE PAVEMENT DEPRESSIONS WITHIN 1' OF THE CONTACT JOINT. *C. COLD PLANE EXISTING PAVEMENT (1" BELOW EXISTING A.C. SECTION). EXACT WIDTH TO BE DETERMINED BY THE FIELD ENGINEER. ** NO PIECES LESS THAN 5' WIDE BETWEEN PATCH AND NEAREST JOINT OR CURB AND GUTTER, REFER TO STD 106—B. EXISTING A.C. PAVEMENT** 18" MIN 18" MIN VARIES* TRENCH WIDTH VARIES* VARIES CONTACT TRENCH WIDTH JOINT VARIES EXISTING P.C.C. PAVEMENT** =11111111511 EXISTING A.C. - - PAVEMENT** EPDXY COATED #4 DOWEL A. d'. • 4 CONTACT\�� JOINT /\�j 1.. EXISTING P.C.C. 1.. &" MIN j / PAVEMENT** �\ \\ • A.C. BASE COURSE SHALL BE 1" THICKER SECTION X(95�GM • 12" \/ . _ TRENCHTHAN MINCOMPACTION). 12" PIPE BEDDING AND BACKFILL PER PIPE STD 323 OR AS DETERMINED PIPE O.D. BY THE ENGINEER O.D. ASPHALT TRENCH CONCRETE TRENCH RESTORATION RESTORATION NOTE: STREETS/ALLEYS RECENTLY SLURRY SEALED, OVERLAID, OR RECONSTRUCTED SHALL REQUIRE EXTENSIVE PAVEMENT RESTORATION PER STD 106—D. FORMER CITY STANDARD PLAN NUMBER (2004 EDITION): STD 105—L—B APP. `X — 51568 11/24/2020 CITY ENGINEER RCE DATE I NO. I DATE DESCRIPTION OF REVISIONS CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS STANDARD DRAWING NO. DRAWN: P. KHARAZMI TRENCH RESURFACING 106-A DATE: 11/5/2020 SHEET 1 OF 1 STD 106-A - TRENCH RESURFACING SCALE: NTS C-9438-2