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HomeMy WebLinkAboutC-7833-1 - Underground Utility Assessment District No. 111 and Underground Utiltities District No. 22 - Phases 2 and Utility Undergounding - McFadden Alleys and Court Street3127/24, 2:55 PM Batch 17204909 Confirmation RECORDING REQUESTED BY AND WHEN RECORDED RETURN TO: City Clerk City of Newport Beach 100 Civic Center Drive Newport Beach, CA 92660 Recorded in Official Records, Orange County Hugh Nguyen, Clerk -Recorder IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII NO FEE *$ R 0 0 1 4 8 6 2 7 6 1$ 2024000075519 2:49 pm 03/27/24 90 CRSC06 N12 1 0.00 0.00 0.00 0.00 0.00 0.00 0.000.000.00 0.00 "Exempt from recording fees pursuant to Government Code Section 27383" NOTICE OF COMPLETION NOTICE IS HEREBY GIVEN that the City of Newport Beach, 100 Civic Center Drive, Newport Beach, California, 92660, as Owner, and Asplundh Construction LLC, Anaheim, California, as Contractor, entered into a Contract on August 25, 2020. Said Contract set forth certain improvements, as follows: Underground Utility Assessment District No. 111, Underground Utility District No. 22 — Phase 2, Utility Undergrounding — McFadden Alleys and Court Street - C-7833-1 Work on said Contract was completed, and was found to be acceptable on March 26, 2024, by the City Council. Title to said property is vested in the Owner and the Surety for said Contract is Developers Surety and Indemnity Company. BY Pu lic orks Director City of Newport Beach 10Ti#:44W_1t1LL I I certify, under penalty of perjury, that the foregoing is true and correct to the best of my knowledge. Executed on M" rX 1I at Newport Beach, California. M https://gs.secure-erds.rom/Batch/Confirmation/17204909 1/1 RECORDING REQUESTED BY AND WHEN RECORDED RETURN TO: City Clerk City of Newport Beach 100 Civic Center Drive Newport Beach, CA 92660 "Exempt from recording fees pursuant to Government Code Section 27383" NOTICE OF COMPLETION NOTICE IS HEREBY GIVEN that the City of Newport Beach, 100 Civic Center Drive, Newport Beach, California, 92660, as Owner, and Asplundh Construction LLC, Anaheim, California, as Contractor, entered into a Contract on August 25, 2020. Said Contract set forth certain improvements, as follows: Underground Utility Assessment District No. 111, Underground Utility District No. 22 — Phase 2, Utility Undergrounding — McFadden Alleys and Court Street - C-7833-1 Work on said Contract was completed, and was found to be acceptable on March 26, 2024, by the City Council. Title to said property is vested in the Owner and the Surety for said Contract is Developers Surety and Indemnity Company. BY Pu lic orks Director City of Newport Beach VERIFICATION I certify, under penalty of perjury, that the foregoing is true and correct to the best of my knowledge. Executed on o2�t�n�� at Newport Beach, California. LOW CITY OF NEWPORT BEACH NOTICE INVITING BIDS Sealed bids shall be submitted to the office of the City Clerk, 100 Civic Center Drive, Newport Beach, CA 92660 By 10:00 AM on the 5th day of May, 2020, at which time such bids shall be opened and read for (Area Bounded by Newport Boulevard, 23r" Street, Ocean Front W and 31�` Street) UNDERGROUND UTILITY DISTRICT NO. 22 - PHASE 2 (Balboa Boulevard between 36th Street and 23rd Street) Y UNDERGROUNDING - MCFADDEN ALLEYS AND COURT S Area Bounded by 231 Street, 2011 Street, Balboa Boulevard and Ocean Front W) Contract No. 7833-1 $710001000.00 Engineer's Estimate ' Approved by / yes M. Houlihan PWD/City Engineer Prospective bidders may obtain Bid Documents, Project Specifications and Plans via PlanetBids: http://www.planetbids.com/portal/poggLcfm?Compan [D=22078 MANDATORY PRE-BID A mandatory video conference pre-bid MEETING will be conducted for this project on APRIL16, 2020 at 10:30 am. Information regarding video conferencing will be noticed to registered bidder. Bidders who do not participate may be considered non-responsive. Hard copy bid documents will be available by SHIPPING ONLY on March 27, 2020 from: Mouse Graphics, 659 W. 19d' Street, Costa Mesa, CA 92627 Email INFOPSENDMOUSE.COM or call (949) 548-5571 for shipping information ALL GENERAL CONTRACTORS ARE REQUIRED TO ORDER ONE SET TO BID PROJECT Contractor License Classification(s) required for this project: "A" For further information, ca11 Michael 1. Sinacori 0 .E., Project Manager at (949) 644-3342 City of Newport Beach UNDERGROUND UTILITY ASSESSMENT DISTRICT NO. 111 UNDERGROUND UTILITY ASSESSMENT DISTRICT NO. 111 UNDERGROUND UTILITY DISTRICT NO. 22 - PHASE 2 UTILITY UNDERGROUNDING - MCFADDEN ALLEYS AND COURT STREET Contract No. 7833-1 TABLE OF CONTENTS NOTICE INVITING BIDS......................................................................................... Cover INSTRUCTIONSTO BIDDERS.......................................................................................3 BIDDER'S BOND............................................................................................................6 COMPLIANCE WITH CIVIL RIGHTS ACT & AFFIRMATIVE ACTION REQ......... . . . . 9 DESIGNATION OF SUBCONTRACTOR(S).. 1 6 1 1 4 1 1 1 1 . w 1 6 d d I I I , 4 w . . 6 6 a s , I I I I . . w I I I I I I , * . . & d 0 4 4 . w 1 0 TECHNICAL ABILITY AND EXPERIENCE REFERENCES..........................................11 NON—COLLUSION AFFIDAVIT..................................................................... 15 DESIGNATION OF SURETIES...................................................................... 16 CONTRACTOR'S INDUSTRIAL SAFETY RECORD.....................................................17 ACKNOWLEDGEMENT OF ADDENDA'..,........."... .... 6&mbopg*l ... "I'll" p I , v ... 61111pl, ... 6619 INFORMATION REQUIRED OF BIDDER.....................................................................20 NOTICE TO SUCCESSFUL BIDDER...........................................................................23 CONTRACT................................................................................................................... 24 LABOR AND MATERIALS PAYMENT BOND .............................................Exhibit A FAITHFUL PERFORMANCE BOND,.. ..... 66 .... ............................. Exhibit B INSURANCE REQUIREMENTS ...... .......... 6 ... ........ ..................... .... .............Exhibit C PROPOSAL. I I % I . . . 6 . 6 1 1 s p I I . m w A k d 0 s I I I I . . . . I I I I I I I w w v . 6 6 d s s p 4 . . . . I . . I I I a I , . . w d 6 6 a a I I I I I I . . 6 1 1 1 1 v I I I . . . . PR -1 SPECIALPROVISIONS............................................................................................SP mom 1 City of Newport Beach UNDERGROUND UTILITY ASSESSMENT DISTRICT NO. 111 UNDERGROUND UTILITY DISTRICT NO. 22 -PHASE 2 UTILITY UNDERGROUNDING - MCFADDEN ALLEYS AND COURT STREET Contract No. 7833-1 INSTRUCTIONS TO BIDDERS 1. The following documents shall be completed, executed and received by the City Clerk in accordance with NOTICE INVITING BIDS: INSTRUCTIONS TO BIDDERS BIDDER'S BOND DESIGNATION OF SUBCONTRACTORS CONTRACTOR'S INDUSTRIAL SAFETY RECORD INFORMATION REQUIRED OF BIDDER ALL ADDENDA TO PLANS AND SPECIFICATIONS AS ISSUED BY AGENCY PRIOR TO BID OPENING DATE TECHNICAL ABILITY AND EXPERIENCE REFERENCES NON -COLLUSION AFFIDAVIT DESIGNATION OF SURETIES PROPOSAL 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. 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, 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. 9. The Contractor shall be responsible for insuring compliance with provisions of Section 1777.5 of the Labor Code Apprenticeship requirements and Section 4100, et seq. of the Public Contracts Code, "Subletting and Subcontracting Fair Practices 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 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. E:`' MANDATORY video conference Pre -Bid Meeting attendance is required for this Project.'The meeting will be conducted on APRIL16, 2020 at 10:30 am. Information regarding video conferencing will be noticed to registered bidder. All contractors wishing to bid on this project shall be represented by its CEO/Owner who will be signing the contract documents, or Superintendent who will be managing the Project, at this mandatory meeting. Bidders who do not participate may be considered non-responsive. The signature below represents that the above has been reviewed. Contractor's License No. & Classification (DIIR Registration Number }.,,& Expiration Date {�1`01AV11�A060(YI,R V1 �l Bidd r Authorized Signature/Title Date 5 City of Newport Beach UNDERGROUND UTILITY ASSESSMENT DISTRICT NO. 111 UNDERGROUND UTILITY DISTRICT NU. 22 - PHASE 2 UTILITY UNDERGROUNDING - MCFADDEN ALLEYS AND COURT STREET Contract No. 7833-1 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 the Amount Bid ---------- Dollars ($ ------10 % ----------- ), to be paid and forfeited to the City of Newport Beach if the bid proposal of the undersigned Principal for the construction of UNDERGROUND UTILITY ASSESSMENT DISTRICT NO, 1113 UUD 22 - PHASE 2 and UTILITY UNDERGROUNDING FOR MCFADDEN ALLEYS AND COURT STREET, Contract No, 7833A 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 7th day oi_ May , 2020. Asplundh Construction, LLC Name of Contractor (Principal) Travelers Casualty and Surety Company of America Name of Surety One Tower Square Hartford, CT 06183 Address of Surety 2 t 5 .255-2000 Toiephore Authorized Agent Patricia A. Rambo, Attorney -in -Fact Print Name and Title 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 paA) ( f Oy k County of SU before me, GI.J an LANUGG� Notary Public personally a peared Ch✓I tQ C CI V) L 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 signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJU1tY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Elm a e a. a, SUSAN LYNN LATTUCA Notary Public, Slate of New York Registration #01 LA6360996 Qualified In Suffolk County Commission Expires July 3, 2021 CALIFORNIA ALL-PURPOSE 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 New Jersey County of Camden On01n before me, Lori S. Shelton .Notary Public, personally appeared Patricia Rambo 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 signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of New Jersey that the foregoing paragraph is true and LORI S. SHELTON correct. NO1'ARY PUBLIC OF NEW JERSEY Comm. # 80066039 WITNESS my hand and official seal. Ply Commi'pslon Expires 8/21/2022 Signature ignature of Notary Public No. 6516 S'rA'1'I? OF CALIFORNIA SAN F12ANCISCO Amended Certificate of Authority TWIS IS'PO CHRTIFI', That, pursuant to the ]nsurnnre Cede of The Stata of CalijorniuI Travelers Casually turd Suregr Cnmpnny oj�l metiers Qf Harr)ord, Cannrcricut, mgnnr:.er! under the Anus ofCmmrrticat, saGjecr to its rirticles of7nrayoroinn nr other fiuutmueuurl organisational doeamerrtr, is herelry authorized to u-ansaet within this State, subject to all provisions of this Certificate., rhe following classes of insaraoce: Fire, A7nrine, Surety, Disability, Plate Glass, Liability, Workers' Compensation, Common Carrier Liability, Boiler and Machinery, Burglary, Credit, Sprinkler, Team and Vehicle, Automobile, Aircraft, and Miscellaneous ns sueh classes are rMW or nrgv hereafter he defined in the Insurance Laws ofthe Stare of California. THIS CER1 IFICATE is etpressdy conditioned upon the holder hereofnow and hereafter being rrr full eomphance with all, inflow hr violation of any, of the applicable laws and lm+f d requirements inatle under authm'in oJ'the loner of rhe J'tare ojC<di jornirr as long as such doves or rerpriremenis are in cjfea and applicable., nod as such laws and requirements now are, or maY hereafter be changer( or amended. Ree 592.11(7 Rec. No. IN WITNESS WHEREOF, effective as of the !st day of Jalp. 1997, l have hereunto set npr haur(anrt caused nm oj)ioial seal to Ge affuc>d this 16th rlgvofJone, 1997. Chuck Quackznbush msnr�„c. o,mo,�sz�m�.r Filed 5/$797 Rp Yi«roriu S 5'idburr ikputr Certiftcallou 1. the undersigned Insurance Commissioner of the Sane of CalJa•uia, do herein• ccrtilp th<u l have cnngxaed the abate cripr of CertiJicnle a'ill lrorlp> veldt the rhrpllecoe ojorignud nosy on file in nry office, and that the .rime rr a fill, ave, all Correct trmtsn•ipt thereof; tml of the trhode of said Juplicare, and said C'erti(icate t f Authority is now in fid! force arra! etract. IN 1l'1•PNESS WHEREOF, I have hareuruo set my /anti «nr( cased my official Steve, Poianar- Guv,m,cec owss.ou.e rujl w d Y1t~ju. Pauline D 1I mfrs sea! to Ga r�xed this .i l st vitt ojUeceo+Ger, 2007. Steve, Poianar- Guv,m,cec owss.ou.e rujl w d Y1t~ju. Pauline D 1I mfrs City of Newport Beach UNDERGROUND UTILITY ASSESSMENT DISTRICT NO. 111 UNDERGROUND UTILITY DISTRICT NO. 22 - PHASE 2 UTILITY UNDERGROUNDING - MCFADDEN ALLEYS AND COURT STREET Contract No. 7833-1 COMPLIANCE WITH CIVIL RIGHTS ACT AND AFFIRMATIVE ACTION REQUIREMENTS 1) During the performance of the construction contract, contractor shall agree to and be bound by the following: a) Eaual Emolovment Opportunity In connection with the execution of the contract, contractor shall not discriminate against any employee, or applicant for employment because of race, religion, color, gender, age, marital status, sexual orientation, AIDS or AIDS-related symptoms (including HIV positive findings), or national original. Actions encompassed by this prohibition shall include, but not be limited to, the following employment, upgrading, demotion or transfer, recruitment, or recruitment advertising; layoff or termination; rate of pay, or other forms of compensation; and selection for training, including apprenticeship. b) Sanctions for Noncompliance In the event of the contractor's noncompliance with the non-discrimination provisions of the contract, City shall impose such contract sanctions as City may determine to be appropriate, including, but not limited to: (1) withholding of payments to contractor under the contract until contractor complies, and/or (2) cancellation, termination, or suspension of the contract, in whole or in part. �sgVvk,&� u(iclaf LCC_, V,,k V , L Pry Bidder Authorized SignaturelTitle (J City of Newport Beach UNDERGROUND UTILITY ASSESSMENT DISTRICT NO. 111 UNDERGROUND UTILITY DISTRICT NO. 22 - PHASE 2 UTILITY UNDERGROUNDING - MCFADDEN ALLEYS AND COURT STREET Contract No. 7833-1 DESIGNATION OF SUBCONTRACTORS) State law requires the listing of all subcontractors who will perform work in an amount inexcess ofone-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, ce titles that bids from the following subcontractors 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 Slate law. No changes may be made in these subcontractors except with prior approval of the City of Newport Beach. (Use additional sheets if needed.) Subcontractor's Information r`f5p\u.'1��� �UVtSiVt,RL�ItJVt� LLC pre, >.J Bid Item Description of Work t of Number Total Bid Name: ! Address: t ��4 �l�l� UVVs . �( i m t 2 2 A , Ct2 Phone Ci) Ct lid" Z2 State License Number: DIR Reference: Email Address: CSCc"YrTI1(e ava,,Cnu Name: W�sv"� Cu S� wct o S�LcCa�it�' Liv Gl V y3 C� -tv.C.. t Address t0''t t � %("� -vC, j'GV4-1 t . 1) uv uccv, t ��� �r�� am� Ia , ? Phone:�Gt 2�)'1�� Lk` \1� 2 . State License Number: DIR Reference: 1 OO�a.l 22 Email Address: vita" 4 is , - (SE . Gkwi Name: �;� {�v V&vv tUe�1G� - � jp Vt "�'���n,Gj; (� Address: i3ol� S�'r+� SSi�a Phone: State License Number:qC)Lt C1642. DIR Reference: Wcouc) 2U �O p t "�V%Adh�O�✓0n��u Email Address �.n"� Bid er Authorized SignaturelTitie 10 City of Newport Beach UNDERGROUND UTILITY ASSESSMENT DISTRICT NO. 111 UNDERGROUND UTILITY DISTRICT NO. 22 - PHASE 2 UTILITY UNDERGROUNDING • MCFADDEN ALLEYS AND COURT STREET Contract No. 7833-1 DESIGNATION OF SUBCONTRACTORIS) State law requires the listing of all subcontractors who will perform work in an amount inexcess ofone-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 following subcontractors 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. (Use additional sheets if needed.) Subcontractor's Information ii'SpiuJk Cw\!� Bid Item Number Description of Work ° of Total Bid Name: �ktrar Address:�C CA 4 t3 '�p � '7/tits t a1 'CC � iciA Phone:(460 State License Number: 12,q(03col DIR Reference: 1000033807 Email Address:ge4V0eic(z+ c �•@o Name: Address: Phone: State License Number: DIR Reference: Email Address: Name: Address: Phone: State License Number: DIR Reference: Email Address VU(.�lpv�, Bidder Authorized SignaturelTitVe 10 City of Newport Beach UNDERGROUND UTILITY ASSESSMENT DISTRICT NO. 111 UNDERGROUND UTILITY DISTRICT NO. 22 - PHASE 2 UTILITY UNDERGROUNDING - MCFADDEN ALLEYS AND COURT STREET Contract No. 7833-1 TECHNICAL ABILITY AND EXPERIENCE REFERENCES Contractor must use this form!!! Please print or type. FAILURE OF THE BIDDER TO PROVIDE ALL REQUIRED INFORMATION IN A COMPLETE AND ACCURATE MANNER MAY BE CONSIDERED NON-RESPONSIVE. For all public agency projects you have worked on (or are currently working on) in the past 2 years in excess of $120,000, provide the following information: No. 1 Project Name, umber Project Description Approximate Construction Dates: From Agency Name Contact Person Telephone Original Contract Amount $ Final Contract Amount 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. 11 No. 2u t�' lGlfe Project Name/Number Project Description Approximate Construction Dates: From Agency Name Contact Person Telephone Original Contract Amount $ Final Contract Amount 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 againAyou/Contractor? If yes, briefly explain and indicate outcome of claims. No. 3 Project Name/Number Project Description Approximate Construction Dates: From Agency Name Contact Person Origina1C 4 Telephone Amount $ Final Contract Amount 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 againIt you/Contractor? If yes, briefly explain and indicate outcome of claims. 12 No. 4 tt Project Name/Number Project Description Approximate Construction Dates: From Agency Name Contact Person Telephone ( ) Original Contract Amount $ Final Contract Amount If final amount is different from original, please explain (change orders, extra work, Did you file any claims against the Agency? Did the Agency file any claims againAtyou/Contractor? If yes, briefly explain and indicate outcome of claims. No. 5 i Project Name/Number � I Project Description Approximate Construction Dates: From Agency Name Contact Person To: Telephone Original Contract Amount $ Final Contract Amount $ 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 again�j you/Contractor? If yes, briefly explain and indicate outcome of claims. 13 No. 6 p Project Name/Number < Gt U Project Description Approximate Construction Dates: From Agency Name Contact Person Telephone ( ) Original Contract Amount $ Final Contract Amount 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. 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 Contractor's current financial conditions`, n 66�� ( { �w4A 1(W�sVvu1Ui0v LLC F JS,�ti�er Bidder Authorized Signature/Title m Job Reference Completed Contact Type of Project Contract Amount Final Amount Completed Client Name Pers Cityof Anaheim 201 South Tim Bass UD457 Phase 1 $ 9,499,130.50 $ 91901,873.36 6/22/2014 Anaheim Blvd 714 -765 - Anaheim Ca 4287 92805 City of Anaheim Jeremy 201 South UDII 57 Phase $ 17,158,908.27 $ 18,087,257.48 11/6/2015 Anaheim Blvd Greaney 714 -765 - Anaheim Ca g133 92805 Cityof Anaheim 201 South Mary It UDk60 $ 6,577,722.05 $ 50939,724.91 2/15/2015 Anaheim Blvd 714 -765 - Anaheim Ca 4133 92805 Overhead City of Riverside Julian Installation for 2911 Adam Corriere Plaza Substation $ 1,011,160.00 $ 1,062,210.00 8/30/2017 Street Riverside 951826- Circuit454Ca 92504 5937 Conversion City of Anaheim 201 South Vier Tran UDg62 Phase 2 $ 16,9]7,777.00 $ 15,882,289.36 6/30/2018 Anaheim Blvd 714 -765 - Anaheim Ca 4273 92805 City of Anaheim 201 South Ted Mai DBH12 $ 21967,000.00 $ 219830974.00 9/30/2018 Anaheim Blvd 714 -765 - Anaheim Ca 4123 92805 Cityof Newport Michael Underground 100 Civic Sinacori Utility Assessment $ 21167,875.00 $ 2,7041451.48 2/20/2020 Drive Newport 949-644- District No. 117 Ca 92660 3392 Magnolia Avenue Cityof Riverside Julian and Market Fiber- 2911 Adam Gardena Optic Signal $ 21244,538.00 $ 201590639.70 9/4/2019 Street Riverside 951 -826 - Interconnect Ca 92504 5937 Project City of Riverside Julian Magnolia Ave 2911Adam Cardena $ 1,708,489.00 $ 1,881,311.09 11/5/2019 Phase 2 Street Riverside 951 -826 - Ca 92504 5937 In Progress Contact Type of Project Contract Amount Started Client Name Person City of Anaheim Jason 201 South Rillorzaz Platinum Triangle $ 17,197,177.00 On Going Anaheim Blvd 714 -765 - Anaheim Ca 4659 92805 City of Newport Michael Underground Civic Center Sinacori Utility Assessment $ 308130399.61 On Going Drive Newport Drive 949-644- District No. 116 Ca 92660 3342 City of Anaheim David Undergound I 201 South Alvarez District N50 Euclid $ 12,499,999.99 06/2018 -On Going Anaheim Blvd 562 -810 - St. Anaheim Ca 3393 92805 City of Newport Beach UNDERGROUND UTILITY ASSESSMENT DISTRICT NO. 111 UNDERGROUND UTILITY DISTRICT NO. 22 - PHASE 2 UTILITY UNDERGROUNDING - MCFADDEN ALLEYS AND COURT STREET Contract No. 7833-1 NON -COLLUSION AFFIDAVIT i lr u L{Gr C_ State of California ) ) ss. County of L -1 kL- ) Y�[t � i �, � i r I C�ti � �� Y' _ �being first duly sworn, deposes a}nd says that he or she is of A1� )It rr dl C CI i?i bL) I n 7 E , the 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 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 of California that the foregoing is true and correct. �'��� i [ k rY t �i i (1 ;f i�X�(o r1 �_ � �. f : �-w.?cy` ✓ t.,� r.-��__._.� Bidder Authorized Signature/Title Subscribed and sworn to (or affirmed) before me on thisLL day of d? } ru , 2020 by 'iYaM4 V Gicrr—J' 6t -.) proved to me on the basis of satisfactory evidence to be the person(s) who appeared before me. I cert ify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. // Notary Pu lic s SUSAN LYNN LATTUCA Notary Public, State of New York Registration 401 Li;63G0996 _. Qualified In Suffolk County Commission Expires July 3, 2021 15 My Commission Expires: �{ �- ��� City of Newport Beach UNDERGROUND UTILITY ASSESSMENT DISTRICT NO. 111 UNDERGROUND UTILITY DISTRICT NO. 22 -PHASE 2 UTILITY UNDERGROUNDING - MCFADDEN ALLEYS AND COURT STREET Contract No. 7833-1 DESIGNATION OF SURETIES Bidder's name 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): TC4v c a R, --V7, 16 City of Newport Beach UNDERGROUND UTILITY ASSESSMENT DISTRICT NO. 111 UNDERGROUND UTILITY DISTRICT NO. 22 - PHASE 2 UTILITY UNDERGROUNDING - MCFADDEN ALLEYS AND COURT STREET Contract No. 7833-1 CONTRACTOR'S INDUSTRIAL SAFETY RECORD TO ACCOMPANY PROPOSAL Bidder's Name �'�»O,uqjlr, AY�tac�C1�V� ' Record Last Five (5) Full Years Current Year of Record The information required for these items is the same as required for columns 3 to 6, Code 10, Occupational Injuries, Summary Current Record Record Record Record Record Year of for for for for for Record 2019 2018 2017 2016 2015 Total 2020 No. of contracts 2L Z1 . Z.� 2Cr `` "`t Total dollar Amount of,5g i 3tS i f�zy Contracts (in (0 2 Thousands of $) No. of fatalities No, of lost Workday Cases}® No. of lost workday cases involving permanent�� to — transfer another job or termination of employment --Occupational Injuries and Illnesses, OSHA No. 102. 17 Legal Business Name of Bidder t <�T)� AVAA Cz,1r,;6 ) i)h, LLL Business Address: kL-2,`� N 92�bj Business Tel. No.: (-,71 LA) 0 3 State Contractor's License No. and Classification: Ci ��DL CIC�RI Title j r-eSF 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 Date Title 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 ATTACHED] �E? City of Newport Beach UNDERGROUND UTILITY ASSESSMENT DISTRICT NO. 111 UNDERGROUND UTILITY DISTRICT NO. 22 - PHASE 2 UTILITY UNDERGROUNDING - MCFADDEN ALLEYS AND COURT STREET Contract No. 7833-1 ACKNOWLEDGEMENT OF ADDENDA Bidder's name'ytsh�AcjyO� (_CSC.= The bidder shall signify receipt of all Addenda here, if any, and attach executed copy of addenda to bid documents: Addendum No. Date Received i nature 19 City of Newport Beach UNDERGROUND UTILITY ASSESSMENT DISTRICT NO. 111 UNDERGROUND UTILITY DISTRICT NO. 22 - PHASE 2 UTILITY UNDERGROUNDING - MCFADDEN ALLEYS AND COURT STREET Contract No. 7833-1 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: S_P� l �\VAIA( Business Ad LM Telephone and Fax Number: t 11 ) X23 1U� California State Contractor's License No. and Class: f (REQUIRED AT TIME OF AWARD) Original Date Issued: 1) iOL01 Expiration Dater List the name and title/position of the persons) who inspected for your firm the site of the work proposed in these contract documents: 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 /G�:CO2 Telephone Corporation organized under the laws of the State of ��w �Lv 20 President Vice President Vice President Vice President Vice President Vice President Vice President Vice President Secretary -Treasurer Assistant Secretary Assistant Secretary Assistant Secretary Asst. Secretary (Title Clerk) Asst. Secretary (Title Clerk) Asst. Secretary (Ins./Bands) Asst. Treasurer (Taxes) Brent D. Asplundh Scott M. Asplundh Steven G. Asplundh Updated: 12 -November -2019 ASPLUNDH CONSTRUCTION, LLC (New York Limited Liability Company) OFFICERS Frank V. Giordano Brent D. Asplundh Steven G. Asplundh James R. Hardiman Gregory W. Holman Brett W. Martin David G. McGinley Philip E. Voltz Brian R. Bauer Christopher J. Macsisak Nickkia S. Sellers Gregory E. Staton John L. Talbot John S. Adkisson Ann P. Ercolani Ronald S. Simpson DIRECTORS The dates of any voluntary or involuntary bankruptcy judgments against any principal having an interest in this proposal are as follows: All company, corporate, or fictitious business names used by any principal having interest in this proposal are as follows: ii I 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; N i RI Briefly summarize the parties' claims and defenses; Jiv- ever had a contract terminated by the owner/agency? If so, explain. you ever failed to complete a project? If so, explain. 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 Poor compliance (i.e. failure to pay prevailing wage, falsifying certified payrolls, etc.)? Yes / o Are any claims or actions unresolved or outstanding? Yes / No 21 If yes to any of the above, explain. (Attach additional sheets, if necessary) Failure of the bidder to provide ALL requested information in a complete and accurate manner may be considered non-responsive. f Ij t 0Y 1i�C A.):Z41CU LL1 L L Bidder -Lb t }L .1 L:A C C (t ( r:) ( (Print name of Owner or President of Corporation/Company) Authorized Signature(Title Ri".�� Title r / 4,; Date tt =' bgfore me, �(,i-�Cf� ��`"�(L'�-" ,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 signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and /�ofiiciiiall-seal. ;1L / r1 ?601Y4,(A=n� (SEAL) Notary Public n and for said State fl . C,f My Commission Expires: SUSAN LYNN LATTUCA Notary Public, State of New York Registration #01 LA6360996 Qualified In Suffolk County Commission Expires July 3, 2021 City of Newport Beach UNDERGROUND UTILITY ASSESSMENT DISTRICT NO. 111 UNDERGROUND UTILITY DISTRICT NO. 22 - PHASE 2 UTILITY UNDERGROUNDING - MCFADDEN ALLEYS AND COURT STREET Contract No. 7833-1 NOTICE TO SUCCESSFUL BIDDER The following Contract Documents shall be executed and delivered to the Engineer within ten (10) days (not including Saturday, Sunday and Federal holidays) after the date shown on the "Notification of Award" to the successful bidder: • CONTRACT WITH REQUIRED INSURANCE CERTIFICATES AND ENDORSEMENTS • LABOR AND MATERIALS PAYMENT BOND • FAITHFUL PERFORMANCE BOND The City of Newport Beach will not permit a substitute format for these Contract Documents. Bidders are advised to review their content with bonding, insuring and legal agents prior to submission of bid. Original Certificate(s) of Insurance, General Liability Insurance Endorsement, and Automobile Liability Insurance Endorsement shall be provided as required by the Contract documents and delivered to the Public Works Department within ten (10) working days after the date shown on the Notification of Award to the successful bidder. The Labor and Materials Payment Bond and Faithful Performance 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. Pursuant to Public Contract Code Section 22300, appropriate securities may be substituted for any monies to be withheld to ensure performance under the Contract. Insurance companies affording coverage shall be (1) currently authorized by the Insurance Commissioner to transact business of insurance in the State of California, and (2) assigned Policyholders' Rating A (or higher) and Financial Size Category Class VII (or larger) in accordance with the latest edition of Best's Key Rating Guide: Property -Casualty. Coverages shall be provided as specified in the Standard Specifications for Public Works Construction, except as modified by the Special Provisions. Certificates of Insurance and additional insured endorsements shall be on the insurance company's forms, fully executed and delivered with the Contract. The Notice to Proceed will not be issued until all contract documents have been received and approved by the City. 23 UNDERGROUND UTILITY ASSESSMENT DISTRICT NO. 111, UNDERGROUND UTILITY DISTRICT NO. 22 — PHASE 2, UTILITY UNDERGROUNDING — MCFADDEN ALLEYS AND COURT STREET CONTRACT NO. 7833-1 THIS CONTRACT FOR PUBLIC WORKS ("Contract") is entered into this 25th day of August, 2020 ("Effective Date"), by and between the CITY OF NEWPORT BEACH, a California municipal corporation and charter city ("City"), and ASPLUNDH CONSTRUCTION, LLC, a New York limited liability company ("Contractor"), whose address registered with the California Secretary of State is 708 Blair Mill Road, Willow Grove, Pennsylvania 19090, and whose local address is 1428 N. Lemon Street, Anaheim, California 92801, and is made with reference to the following: .Z=Lyll>f_14-1 A. City is a municipal corporation duly organized and validly existing under the laws of the State of California with the power to cant' 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 includes, but is not limited to, mobilization, traffic control, water pollution control, potholing and field verifications of existing utilities, trench construction, furnishing and installing conduit with poly - pull ropes including service lateral runs, utility pullboxes, handholes, vaults and all associated items necessary for the conversion of existing overhead and electrical power, telephone, and cable television services to underground locations as required and intended by the Plans, Specifications, and further specked by Southern California Edison ("SCE"), AT&T and Spectrum standards within UNDERGROUND UTILITY ASSESSMENT DISTRICT NO. 111, UNDERGROUND UTILITY DISTRICT NO. 22 - PHASE 2, AND UTILITY UNDERGROUNDING FOR MCFADDEN ALLEYS AND COURT STREET. Any costs resulting from work performed that was directed by SCE, AT&T and Spectrum engineers, inspectors or other personnel will not be compensated unless said work was approved by the Engineer prior to work commencing. Contractor shall perform all trenching, backfill, pavement restoration, resurfacing and replacement of existing improvements (public or private including but not limited to driveways, fences, walls, signs, landscaping, mailboxes, and other such items) associated with or resulting from the work identified herein. In areas where SCE plans show existing handholes are being upsized to accommodate additional conduits or where new conduits are being installed to accommodate the undergrounding efforts, SCE handhole and intercept work shall be included in the Contractor's bid, however the SCE source contractor for this area (Arizona Pipeline) will be required to install all handholes and intercept vaults where live or dead electrical wires are to be encountered at service handhole and intercept locations. SCE requests that at least three locations be made available when Arizona Pipeline's efforts are required. Contractor is required to give (7) seven calendar days' notice of planned service handhole or intercept efforts required by Arizona Pipeline (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. 7833-1, 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 Six Million Nine Hundred Sixty Nine Thousand Seven Hundred Seventy Seven Dollars and 791164 ($6,969,777.79). 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 Asplundh Construction, LLC Page 2 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 Daniel Smith; Superintendent 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. 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 exceptthose 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 of seq_). Asplundh Construction, LLC Page 3 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: Public Works Director City of Newport Beach Public Works Department 100 Civic Center Drive P.O. Box 1768 Newport Beach, CA 92658 7.3 All notices, demands, requests or approvals from City to Contractor shall be addressed to Contractor at: Attention: Justin Cabebe Asplundh Construction, LLC 1428 N. Lemon St Anaheim, CA 92831 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%) Asplundh Construction, LLC Page 4 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) fisted as an acceptable surety in the latest revision of the Federal Register Circular 579, and (3) assigned a Policyholders' Rating A- (or higher) and Financial Size Category Class VII (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. 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 Contractors 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. Asplundh Construction, LLC Page 5 14. PREVAILING WAGES 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. All parties to the contract shall be governed by all provisions of the California Labor Code — including, but not limited to, the requirement to pay prevailing wage rates (Sections 1770-7981 inclusive). A copy of the prevailing wage rates shall be posted by the Contractor at the job site. 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 and all persons and entities owning or otherwise in legal control of the property upon which Contractor performs the Project and/or Services 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 and/or Services 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 and/or Services, 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, volunteers and any person or entity owning or otherwise in legal control of the property upon which Contractor performs the Project and/or Services contemplated by this Contract (collectively, the "Indemnified Parties") from and against any and all claims Aspiundh Construction, LLC Page 6 (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, casts 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 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. Asplundh Construction, LLC Page 7 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. 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 etseq., 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. I:1IV 611.IlliI M 211 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, Asplundh Construction, LLC Page 8 county, state and federal laws, rules, regulations and permit requirements and be subject to approval of the Project Administrator. 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. 20.5 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 corn petentjurisdiction 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 aw.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 Asplundh Construction, LLC Page 9 local conditions under which the Work is to be performed, and has correlated all relevant observations with the requirements of the Contract Documents. 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] Asplundh Construction, LLC 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-�gA zozo Aaron C. Harp City Attorney CITY OF NEWPORT BEACH, a California piunicipal corporation Date- 9/16/2,020 6/2024 By: Will O'Neill Mayor ATTEST: CONTRACTOR: ASPLUNDH Date: �• �' ��a�Q CONSTRUCTION, LLC, a New York limited liability company Date' c By: Leilani I. Brown City Clerk r, \K/ PO By: Signed in Counterpart Frank V. Giordano President O [END OF SIGNATURES] T ovk Attachments: Exhibit A -- Labor and Materials Payment Bond Exhibit B -- Faithful Performance Bond Exhibit C — Insurance Requirements Asplundh Construction, LLC Page 11 IN WITNESS WHEREOF, the panties 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: MIA -no CITY OF NEWPORT BEACH, a California municipal corporation Date: By:I 1=1- By: Aaron C. Harp rnr• cAPAM Will O'Neill City Attorney Mayor ATTEST: Date: 22 Leilani I. Brown City Clerk CONTRACTOR: ASPLUNDH CONSTRUCTION, LLC, a New York limited liability company Date: By:. A Frank V. Giordano President [END OF SIGNATURES) Attachments: Exhibit A -- Labor and Materials Payment Bond Exhibit B -- Faithful Performance Bond Exhibit C — Insurance Requirements Asplundh Construction, LLC Page 11 EXHIBIT A CITY OF NEWPORT BEACH BOND NO. 107307880 LABOR AND MATERIALS PAYMENT BOND WHEREAS, the City of Newport Beach, State of California, has awarded to Asplundh Construction, LLC hereinafter designated as the "Principal," a contract for the work necessary for the completion of this contract includes, but is not limited to. mobilization, traffic control, water pollution control, potholing and field verifications of existing utilities, trench construction, furnishing and installing conduit with poly -pull ropes including service lateral runs, utility pullboxes, handholes, vaults and all associated items necessary for the conversion of existing overhead and electrical power, telephone, and cable television services to underground locations as required and intended by the Plans. Specifications, and further specified by Southern California Edison, AT&T and Spectrum standards within UNDERGROUND UTILITY ASSESSMENT DISTRICT NO. 111, UNDERGROUND UTILITY DISTRICT NO. 22 - PHASE 2, AND UTILITY UNDERGROUNDING FOR MCFADDEN ALLEYS AND COURT STREET. Any costs resulting from worm performed that was directed by Southern California Edison ("SCE"), AT&T and Spectrum engineers, inspectors or other personnel will not be compensated unless said work was approved by the Engineer prior to work commencing. Contractor shall perform all trenching, backfill, pavement restoration, resurfacing and replacement of existing improvements (public or private including but not limited to driveways, fences. walls, signs, landscaping, mailboxes. and other such items) associated with or resulting from the work identified herein. In areas where SCE plans show existing handholes are being upsized to accommodate additional conduits or where new conduits are being installed to accommodate the undergrounding efforts, SCE handhole and intercept work shall be included in the Contractor's bid, however the SCE source contractor for this area (Arizona Pipeline) will be required to install all handholes and intercept vaults where live or dead electrical wires are to be encountered at service handhole and intercept locations. SCE requests that at least three locations be made available when Arizona Pipeline's efforts are required. Contractor is required to give (7) seven calendar days' notice of planned service handhole or intercept efforts required by Arizona Pipeline, 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. Asplundh Construction, LLC Page A-1 NOW. THEREFORE, We the undersigned Principal, and, TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA 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 Six Million Nine Hundred Sixty Nine Thousand Seven Hundred Seventy Seven Dollars and 791100 ($6,969,777.79) 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 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 ail 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. [SIGNATURES ON NEXT PAGE] Asplundh Construction. LLC Page A-2 IN WITNESS WHEREOF. this instrument has been duly executed by the above named Principal and Surety, on the 1st day of September - 2020 . ASPLUNDH CONSTRUCTION, LLC Name of Contractor (Principal) TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA Name of Surety One Tower Square Hartford, CT 06183 Address of Surety 215.274.1546 Telephone APPROVED AS TO FORM: CITY ATTORNEY'S OFFICE Date: 20-Z"Z> By6: kKz:: � Aaron C. Harp ',•� q.s w City Attorney Authorized Signature/Title Au'lfro z d Agent Signatdre Elizabeth Marrero, Attorney -in -Fact Print Name and Title NOTARY ACKNOWLEDGMENTS OF CONTRACTOR AND SURETY MUST BE ATTACHED Asplundh Construction, LLC Page A-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 Ga}i€es� Re'—) County of F , ss. On 5 e �P►rr'1 b-er s _ 20 before me, Notary ublic, personally appeared .,(I L ' Ib (—da aa 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. f 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 SUSAN LYNN LATTUCA Notary Public, State of New York Registration #01 LA6360996 Qualified In Suffolk County Cornmission Expires July 3, 2021 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. (seal) State of New Jersey County of Camden )SS. On September 1, ?_o?U 20 before me Patricia A. Rambo Notary Public, personally appeared Elizabeth Marrero 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 helshelthey 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. ESS my hind a9d official seal. ig'nature Pahicla A Rambo Notary Public of New Jersey My Commisslon Expires Septembaf 27, 2024 ( ea I ) Asplundh Construction, LLC Page A-4 EXHIBIT B CITY OF NEWPORT BEACH BOND NO. 107307880 FAITHFUL PERFORMANCE BOND The premium charges an this Bond is $ 13,243.00 , being at the rate of $ 1.90 thousand of the Contract price. WHEREAS, the City of Newport Beach, State of California, has awarded to Asplundh Construction, LLC hereinafter designated as the "Principal," a contract for the work necessary for the completion of this contract includes, but is not limited to, mobilization, traffic control, water pollution control, potholing and field verifications of existing utilities, trench construction, furnishing and installing conduit with poly -pull ropes including service lateral runs, utility puilboxes, handholes, vaults and all associated items necessary for the conversion of existing overhead and electrical power. telephone, and cable television services to underground locations as required and intended by the Plans, Specifications. and further specified by Southern California Edison, AT&T and Spectrum standards within UNDERGROUND UTILITY ASSESSMENT DISTRICT NO_ 111. UNDERGROUND UTILITY DISTRICT NO. 22 - PHASE 2, AND UTILITY UNDERGROUNDING FOR MCFADDEN ALLEYS AND COURT STREET. Any costs resulting from work performed that was directed by Southern California Edison ("SCE"), AT&T and Spectrum engineers, inspectors or other personnel will not be compensated unless said work was approved by the Engineer prior to work commencing. Contractor shall perform all trenching, backfill, pavement restoration, resurfacing and replacement of existing improvements (public or private including but not limited to driveways, fences, walls. signs, landscaping, mailboxes, and other such items) associated with or resulting from the work identified herein. In areas where SCE plans show existing handholes are being upsized to accommodate additional conduits or where new conduits are being installed to accommodate the undergrounding efforts, SCE handhole and intercept work shall be included in the Contractor's bid, however the SCE source contractor for this area (Arizona Pipeline) will be required to install all handholes and intercept vaults where live or dead electrical wires are to be encountered at service handhole and intercept locations. SCE requests that at least three locations be made available when Arizona Pipeline's efforts are required. Contractor is required to give (7) seven calendar days' notice of planned service handhole or intercept efforts required by Arizona Pipeline. 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 for the faithful performance of the Contract. Asplundh Construction, LLC Page B-1 NOW, THEREFORE, we, the Principal. and TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA duly authorized to transact business under the laws of the State of California as Surety (hereinafter "Surety"). are held and firmly bound unto the City of Newport Beach. in the sum of Six Million Nine Hundred Sixty Nine Thousand Seven Hundred Seventy Seven Dollars and 791100 ($6,969,777.79) lawful money of the United States of America, said sum being equal to 100% of the estimated amount of the Contract, to be paid to the City of Newport Beach, Its successors, and assigns; 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 heirs, executors, administrators, successors, or assigns, fail to abide by, and well and truly keep and perform any or all the Work, 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 its true intent and meaning, or fails to indemnify, defend, and save harmless the City of Newport Beach, its officers. employees and agents, as therein stipulated, then, Surety will faithfully perform the same. in an amount not exceeding the sum specified in this Bond; otherwise this obligation shall become null and void. As a part of the obligation secured hereby, and in addition to the face amount specified in this Performance Bond, there shall be included costs and reasonable expenses and fees, including reasonable attorneys' fees, incurred by City, only in the event City is required to bring an action in law or equity against Surety to enforce the obligations of this Bond. Surety, for value received, 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 way affect its obligations on this Bond, and it does hereby waive notice of any such change, extension of time, alterations or additions of the Contract or to the Work or to the specifications. This Faithful Performance Bond shall be extended and maintained by the Principal in full force and effect for one (1) year following the date of formal acceptance of the Project by City. In the event that the Principal 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. [SIGNATURES ON NEXT PAGE] Asplundh Construction, LLC Page B-2 IN WITNESS WHEREOF, this instrument has been duly execrated by the Principal and Surety above named, on the 1 st day of September 20 20, ASPLUNUH CONSTRUCTION, LLC M A - Name of Contractor (Principal) Authorized Signature/Title TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA Name of Surety Autho I ed gent Signat� re One Tower Square Hartford, CT 05183 Elizabeth Marroro, Attorney -in -Fact Address of Surety Print Name and Title 215.274.1646 Telephone APPROVED AS TO FORM: CITY ATTORNEY'S OFFICE Date: Rlj$ , gy: Aaron C. Harp ww 9, 15,wb City Attorney (VOTARY ACKNOWLEDGMENTS OF CONTRACTOR AND .SURETY MUST BE ATTACHED Asplundh Construction. LLC W - --- 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 G-a#ftnni:2-- 4W 4,o rx County of__)ss. 1 �} On 20 before me, i �c[ �rtUGGi-- Notary P blic. personally appeared r(1 1) }L V -.1(-xr c--i-y , who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) islare 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 persons), 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. SUSAN Ly NN LATT UCA WITNESS my hand and official seal. Notary Public, state of New York Registration #01LA6360996 ouahfied In Suffolk County - Commission Expires July 3, 2021 Signature (sea[) 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 New Jersey County of Camden } ss. On September 1, 2025 , 20 before me, Patricia A. Rambo Notary Public, personally appeared Elizabeth Marrero proved to me on the basis of satisfactory evidence to be the persons) whose name(s) islare subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(les), 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. W SS my ha d a d official seal. Sig nature Patricia A Rarrt6a Notary Public of New Jeraeyl My Cvrnmission Explres September 41, 4 Asplundh Construction, LLC Page B-4 TRAVELERS Travelers Casualty and Surety Company of America Travelers Casualty and Surety Company St. Paul Fire and Marine Insurance Company POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS. That Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company are corporations duly organized under the laws of the State of Connecticut (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint Elizabeth Marrero of Philadelphia, Pennsylvania their true and lawful Attorney -in -Fact to sign, execute, seal and acknowledge any and all bands, recog nizaince s, conditional undertakings and other writingsabligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF. the Companies have caused this instrument to be signed, and their corporate seals to be hereto affixed, this 3rd day et February, 2017. +F * %C C FL4rrrF0i10, CJCryl•COW �� y State of Connecticut City of Hartford ss. BY Robert L. Raney, Seh16r Vice President On this the 3rd day of February. 2017, before me personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice President of Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company, and that ha, as such, being authorized so to do, executed 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. 1 hereunto set my hand and official seal. My Commission expires the 30th day of .tune, 2021 Marie ult, Notary Public This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company, which resolutions are now in full force and effect, reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President. the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attomeys-in-Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (undersea[, if required) by one or more Attorneys -in -Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attomey or to any certificate relating thereto appointing Resident Vice Presidents. Resident Assistant Secretaries or Attorneys -in -Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I, Kevin E. Hughes, the undersigned, Assistant Secretary of Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company, do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which remains in full force and effect. (Dated this IST day of SEPTEMBER , 2020 _fir- `5r 16�F Kevin E. Hughes, Assistant Secretary To verify the authenticity of this Power of Attorney, please call us at 1-800-421-3880 Please refer to the above-named Attomey-in-Farr and the details of the bond to which the power is attached No. 6516 STA'F'F; OF CAL] FORMA DEPARTMENT OF INSURANCE SAN FRANCISCO Amended Certificate of Authority THIS IS'I'0 CERTIFY. That, pur-surrrr► to the ?rtsatrunre Code of the Stale of (it1 f�rnica, Travelers Casualty- and Sarrety Cotnpau}- ofAmerica vJ'Ilrrrrtor:l. C'r►nnertiewr Utganifed rotder the lows of Connecarra. suhieci to its .-irticles of Inrorporration ar other f►nnlanrenral organt_aisonal dortarrents, is herehi• authorized to transect within this State, stebjecl to all l+ror•isiun.5 of this Cerriicate, rhe follox ing classes of insurance: Fire, Marine, Sureii-, Disability, Piate Glass, Liahflity, Workers' Compensation, Common Carrier liability, Boiler and Machinery, Burglary, Credit, Sprinkler, 1'eam and Vehicle, Automahile, Aircraft, and Miseel12neous as ,such classes are rroW Or n+av here,tf er he defined in fire hrsaranre Daus of the State of Crtliforrrdtr. THIS C 1' R1NF 1 C A T F is earrvs.clr• cundirioned ul►on rhe holder hereof rrau• and hereafter heing nt full c ont►7lrrrtue u•irh u[!, ,urd nut ire i-iolurion of r kv. of the appliruhle lairs and I.fujiiI recluireu,err .s via tie un, Ivr anthorin • of rhe lit -.,s of the Stare of Crrlifor+riti as long as such irtws or r•nyuiremrrPrs are in ejj"eer and anrrliruhle, and as such ."I. s and re'ltrirenrenis uou• are. or hurt• hereafter he char:,, d or amended, IN WITNESS WHEREOF, e jective as of rhe 1st day of Juiv, 199 l httrme herennto ser eny hand and raused my njfirial.set►1 to be adixed this 16th day ofAwe, 1997, Fee S9 . oo Ree. No. Chuck Quackenbush Insannee Cor m wancr )Filed 5=8!97 I• etoria S. Tidhury ►,Genf: Certification 1. the undersigned insurance Contr►rissioner of the Trate of Calyoruia, do herehY vert fi• that l have c+rr;,lr,a-ed rhe ah,n•e ropy of Certificate of'.4rahorih, With the duplicare of origtrrrrl now on fila in MIL oJJire, urid thta thre .came is to jir?l, lure, and correrd transcript thereof and cif fhe whole q1 said rLplirrrte. and .suit! C vr•ri►acwe of Anrhorit3• is now era jail fo.•rc crit! cfjeer. IN li•1TNESS WHERFOF, I have herettnto .ser nn hand and caused ni-volfic�ial seal to be affixed this 3lsr alar• of Decenrher. 200T Steve Poi-ner t+,t+rr,arree f i7rr+lr,:israrerr Patdine D' In:trcar 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 Reauirements. 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, volunteers, and any person or entity owning or otherwise in legal control of the property upon which Contractor performs the Project and/or Services contemplated by this Contract. 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, volunteers, and any person or entity owning or otherwise in legal control of the property upon which Contractor performs the Project and/or Services contemplated by this Contract. 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 fora CG 00 01, in an amount not less than two million dollars (52,000,000) per occurrence, four million dollars ($4,000,000) general aggregate and four Asplundh Construction, LLC Page C-1 million dollars ($4,000,1700) completed operations aggregate. The policy shall cover liability arising from premises, operations, products -completed operations, personal and advertising injury, and liability assumed under an insured contract (including the tort liability of another assumed in a business contract). Any exclusions for employees shall be removed. 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. Umbrella or Excess Liability Insurance. Contractor shall obtain and maintain an umbrella or excess liability insurance policy with limits of not less than four million dollars ($4,000,000) that will provide bodily injury, personal injury and property damage liability coverage at least as broad as the primary coverages set forth above. Such policy or policies shall include the following terms and conditions: • A drop down feature requiring the policy to respond in the event that any primary insurance limits are exhausted by paid claims; • Pay on behalf of wording as opposed to reimbursement; • Concurrency of effective dates with primary policies; • Policies shall "follow form" to the underlying primary policies; and • Insureds under primary policies shall also be insureds under the umbrella or excess policies. 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, volunteers, and any person or entity owning or otherwise in legal control of the property upon which Contractor performs the Project and/or Services contemplated by this Contract 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 City, its elected or appointed officers, agents, officials, employees, Asplundh Construction, LLC Page C-2 volunteers, and any person or entity owning or otherwise in legal control of the property upon which Contractor performs the Project and/or Services contemplated by this Contract 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, volunteers, and any person or entity owning or otherwise in legal control of the property upon which Contractor performs the Project and/or Services contemplated by this Contract. 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 an 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 Asplundh Construction, LLC Page C-3 written notice of such change. if such change results in substantial additional cost to Contractor, City and Contractor may renegotiate Contractor's compensation. 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 20380413. 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 Asplundh Construction, LLC Page C-4 option, be deducted from amounts payable to Contractor or reimbursed by Contractor upon demand. 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. K. Maintenance of General Liability Coverage. Contractor agrees to maintain commercial general liability coverage for a period of ten (10) years after completion of the Project or to obtain coverage for completed operations liability for an equivalent period. Asplundh Construction, LLC Page C-5 From: Customer Service To: Reyes, Raymund; Insurance Cc: sagar4ebix.com Subjech Compliance Alert -Vendor Number FV00000240 Date: Monday, November 30, 2020 5:46:59 PM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. This Account has moved from non-compliant to COMPLIANT status and is currently in compliance for certificate of insurance requirements. FV00000240 Asplundh Construction LLC Sent by Ebix, designated insurance certificate reviewer for the City of Newport Beach. City of Newport Beach UNDERGROUND UTILITY ASSESSMENT DISTRICT NO. 111 UNDERGROUND UTILITY DISTRICT NO. 22 - PHASE 2 UTILITY UNDERGROUNDING - MCFADDEN ALLEYS AND COURT STREET Contract No. 7833-1 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 Gentlemen: The undersigned declares that he 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. 7833-1 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: and Classification(s) Bidder's email address: ?n to rx�o. g Bidd r g V .IX �te tciv Bidder's Authorized Signature and Title City of Newport Beach UNDERGROUND UTILITY ASSESSMENT DISTRICT NO. 111, UUD NO. 22 - PHASE 2, MCFADDEN & COURT STREET (C - Bid Results Bidder Details Vendor Name Asplundh Construction Corp. Address 1428 N. Lemon Street Anaheim, CA 92801 United States Respondee Respondee Title Phone Email Vendor Type License # CADIR Bid Detail Marisol Castillo Project Administrator 714-323-7034 Ext. mcastillo14@asplundh.com Bid Format Electronic Submitted May 19, 2020 9:30:20 AM (Pacific) Delivery Method Bid Responsive Bid Status Submitted Confirmation # 212135 Ranking 0 Respondee Comment Buyer Comment Attachments File Title Bid Bond Newport Bid Line Items File Name Bid Bond (2).pdf Newport Bid.pdf Page 1 Printed 05/19/2020 File Type Bid Bond General Attachment Type Item Code UOM Qty Unit Price Line Total Comment MAIN BID C-7833-1 (AWARD TO BE BASED ON LOWEST TOTAL BID, INCLUDING OPTIONAL ITEM) Contractor shall submit a detailed Schedule of Values for this lump sum bid to the Engineer within 3 days after award of contract for review and approval. The agreed upon Schedule of Values will be used as a basis for monthly progress payments and will be agreed upon by the City and Contractor prior to the Award of contract. Lump Sum Bid will be guaranteed for a period of one hundred eighty (180) days. 1 Utility Undergrounding for AD 111 2 Utility Undergrounding for UUD 22 - Phase 2 LS 1 $2,738,307.77 $2,738,307.77 LS 1 $3,253,097.70 $3,253,097.70 Subtotal $5,991,405.47 OPTIONAL WORK C-7833-1 (AWARD TO BE BASED ON LOWEST TOTAL BID, INCLUDING OPTIONAL ITEM) Contractor shall submit a detailed Schedule of Values for this lump sum bid to the Engineer within 3 days after award of contract for review and approval. The agreed upon Schedule of Values will be used as a basis for monthly progress payments and will be agreed upon by the City and Contractor prior to the Award of contract. Lump Sum Bid will be guaranteed for a period of one hundred eighty (180) days. 3 Utility Undergrounding for McFadden Alleys & Court Street LS 1 $978,372.32 Subtotal PlanetBids, Inc. $978,372.32 $978,372.32 City of Newport Beach Page 2 UNDERGROUND UTILITY ASSESSMENT DISTRICT NO. 111, UUD NO. 22 - PHASE 2, MCFADDEN & COURT STREET (C- Printed 05/19/2020 Bid Results Type Item Code UOM Qty Unit Price Line Total Comment Total $6,969,777.79 Subcontractors Name & Address Description License Num CADIR Amount Type Allied Paving Co striping 780394 1000008370 $45,000.00 1234 n blue gum Anaheim, CA 92806 United States Western Construction partial trench, partial pull 1002394 1000042217 $350,000.00 WBE Specialists Inc boxes 1077 E Pacific Coast Hwy 247 Seal Beach, CA 90740 United States Rain For Rent dewatering 904992 1000007030 $650,000.00 1301 East Spring Street Long Beach, CA 90806 United States V&C Trucking trucking 447420 1000033827 $355,200.00 PO Box 71015 Riverside, CA 92513 United States PlanetBids, Inc. Page 1 of 2 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ADDENDUM NO. 1 UNDERGROUND UTILITY ASSESSMENT DISTRICT NO. 111 UNDERGROUND UTILITY DISTRICT NO. 22 -PHASE 2 UTILITY UNDERGROUNDING - MCFADDEN ALLEYS &COURT STREET CONTRACT NO 7833-1 DATE: April 30, 2020 BY: 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. NOTICE INVITING BIDS Change bid opening to 10:00 AM on May 19, 2020. Attached, please find the list of qualified bidders who attended the mandatory pre-bid meeting. SPECIAL PROVISIONS 3144.1 General Add the following after the first paragraph: The contractor will replace all striping and markings including permanent thermoplastic striping affected by construction and shall be considered included in the Lump Sum price and no additional compensation will be allowed thereof. Appendix D: Channel Vault 2020 pricing has been updated. Please refer to Appendix D attached here and on PlanetBids. Page 2 of 2 Appendix G Sample Schedule of Values: Appendix G attached here and uploaded to PlanetBids has been added that provides a sample format for schedule of values. PLANS Replace plans with revised plan set that includes Spectrum plans and revisions to Extenet plans. Revised plan set can be downloaded from PlanetBids. For Spectrum mainline and service trenching assume all are joint trench, regardless where service drops are on private property. All handholes on Balboa Boulevard shall be placed in the sidewalks. For Plan Sheet 8 of 9 on the Traffic Control Plans: Replace note that reads "PUT TRAFFIC SIGNAL ON ALL WAY FLASH..." with "COORDINATE WITH CITY TO PLACE SIGNAL ON ALL -WAY FLASH DURING INTERSECTION WORK". 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. �4 V- Cc 1n C wt f Bidd is Name (Please Print) , Authorized Signature CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ADDENDUM NO. 2 UNDERGROUND UTILITY ASSESSMENT DISTRICT NO. 111 UNDERGROUND UTILITY DISTRICT NO. 22 - PHASE 2 UTILITY UNDERGROUNDING - MCFADDEN ALLEYS & COURT STREET CONTRACT NO 7833-7 DATE: May 15, 2020 BY:. TO: ALL PLANHOLDERS City Engineer The following changes, additions, deletions, or clarifications shall be made to the Contract Documents — all other conditions shall remain the same. SPECIAL PROVISIONS 9-3.1 General Add the following after the first paragraph: All costs associated with ExteNet plans shall be included in the lump sum for Underground Utility District No. 22 — Phase 2. The conduit shown on sheet 3 of 4 in alley between 28th and 29th should not be included in the bid. All materials related to ExteNet plans will be provided by others. Examples of the various hand holes for the ExteNet port ions of the project can be seen on the Southbound Balboa Boulevard sidewalk between River Avenue and 36th Street. All bidders should review that installation prior to bid opening to understand what will be required for installation and restoration. The provided MCI hand holes will be single depth polymer type with bottoms. ExteNet Handholes provided will be as shown on the attached from Newbasis and CrownCastle provided as shown on the attached from Amorcast. Page 2 of 6 Add the following paragraph at the end of this section: A breakdown for the Underground Utility Assessment District 111 in the Schedule of Values to be provided by the Contractor after bidding does NOT need to be provided. The breakdown for the other two lump sums shall be by SCE, AT&T, Spectrum and ExteNet. The contractor shall also include the following allowances in their bid and reflected in the Schedule of Values to allow for unknown underground obstructions: • Underground Utility Assessment District No. 111 $100,000.00 • Underground Utility District No. 22- Phase 2 $751000.00 Utility Undergrounding — McFadden & Court Street $25,000.00 The Contractor shall be paid on a time and material basis if the City determines the unknown obstruction exists and significantly impacts their productivity. Bidders must sign this Addendum No. 2 and attach it to the bid proposal. Bid may not be considered unless this signed Addendum No. 2 is attached. I have carefully examined this Addendum and have included full payment in my Proposal. BiddeY's Name Authorized Sign Print) CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT INDEX FOR SPECIAL PROVISIONS UNDERGROUND UTILITY ASSESSMENT DISTRICT NO. 111 UNDERGROUND UTILITY DISTRICT NO. 22 - PHASE 2 UTILITY UNDERGROUNDING FOR MCFADDEN ALLEYS AND COURT STREET CONTRACT NO. 7833-1 PART 1 - GENERAL PROVISIONS 1 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 2-5.1 General 2-5.2 Precedence of Contract Documents 2-6 WORK TO BE DONE 2-9 SURVEYING 2-9.1 Permanent Survey Markers 2-9.2 Survey Service 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 2 2 2 2 3 3 3 3 4 5 5 5 5 5 5 5 5 5 6 6 6 7 7 SECTION 6 - PROSECUTION, PROGRESS AND ACCEPTANCE OF THE WORK 7 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK 7 6-1.1 Construction Schedule 8 6-7 TIME OF COMPLETION 8 6-7.1 General 8 6-7.2 Working Days 9 6-8 COMPLETION, ACCEPTANCE, AND WARRANTY 9 6-9 LIQUIDATED DAMAGES 9 SECTION 7 - RESPONSIBILITIES OF THE CONTRACTOR 10 7-1 THE CONTRACTOR'S EQUIPMENTAND FACILIITIES 10 7-1.2 Temporary Utility Services 10 7-2 LABOR 10 7-2.2 Prevailing Wages 10 7-5 PERMITS 10 7-7 COOPERATION AND COLLATERAL WORK 11 7-8 WORK SITE MAINTENANCE 12 7-8.1 General 12 7-8.4 Storage of Equipment and Materials 12 7-8.4.2 Storage in Public Streets 12 7-8.6 Water Pollution Control 14 7-8.6.2 Best Management Practices (BMPs) 14 7-9 PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS 17 7-10 PUBLIC CONVENIENCE AND SAFETY 19 7-10.2 No Parking Signs 20 7-10.3 Street Sweeping Signs and Parking Meters 20 7-10.4 Notices to Residents and Temporary Parking Permits 21 7-10.5 Steel Plates 21 SECTION 9 - MEASUREMENT AND PAYMENT 22 9-3 PAYMENT 22 9-3.1 General 22 9-3.4 Mobilization. 22 PART 2 - CONSTRUCTION MATERIALS 23 SECTION 200 — ROCK MATERIALS 23 200-2 UNTREATED BASE MATERIALS 23 200-2.1 General 23 SECTION 201- CONCRETE, MORTAR, AND RELATED MATERIALS 23 201-1 PORTLAND CEMENT CONCRETE 23 201-1.1 Requirements 23 201-1.1.2 Concrete Specified by Class and Alternate Class 23 201-2 REINFORCEMENT FOR CONCRETE 23 201-2.2 Steel Reinforcement 23 201-2.2.1 Reinforcing Steel 23 SECTION 203 — BITUMINOUS MATERIALS 23 203-6 ASPHALT CONCRETE 23 203-6.5 Type III Asphalt Concrete Mixtures 23 SECTION 214 — TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS AND PAVEMENT MARKERS 23 214-4 PAINT FOR STRIPING AND MARKINGS 23 214-4.1 General 23 214-6 PAVEMENT MARKERS 24 214-6.3 Non -Reflective Pavement Markers 24 214-6.3.1 General 24 214-6.4 Retroreflective Pavement Markers 24 214-6.4.1 General 24 PART 3 - CONSTRUCTION METHODS 25 SECTION 300 - EARTHWORK 25 300-1 CLEARING AND GRUBBING 25 300-1.3 Removal and Disposal of Materials 25 300-1.3.1 General 25 300-1.3.2 Requirements 25 SECTION 302 - ROADWAY SURFACING 26 302-5 ASPHALT CONCRETE PAVEMENT 26 302-5.1 General 26 302-5.4 Tack Coat 27 302-5.8 Manholes (and Other Structures) 28 302-6 PORTLAND CEMENT CONCRETE PAVEMENT 28 302-6.7 Traffic and Use Provisions 28 SECTION 303 - CONCRETE AND MASONRY CONSTRUCTION 28 303-5 CONCRETE CURBS, WALKS, GUTTERS, CROSS GUTTERS, ALLEY INTERSECTIONS, ACCESS RAMPS AND 29 DRIVEWAYS 28 303-5.1 Requirements 28 303-5.1.1 General 28 303-5.4 Joints 28 303-5.4.1 General 28 303-5.5 Finishing 28 303-5.5.2 Curb 29 303-5.5.4 Gutter 29 SECTION 306 — OPEN TRENCH CONDUIT CONSTRUCTION 29 306-1 GENERAL 29 306-1.1 Pipe Laying 29 306-3 TRENCH EXCAVATIONS 29 306-3.1 General 30 306-3.1.1 Trench Excavation and Subgrade 30 306-3.1.2 Backfill of Trenches 32 SECTION 314—TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS, AND PAVEMENT MARKERS 33 314-4 APPLICATION OF TRAFFIC STRIPING AND CURB AND PAVEMENT MARKINGS 33 314-4.1 General 33 314-4.2 Control of Alignment and Layout 33 314-4.2.1 General 33 314-4.4 Thermoplastic Traffic Striping and Pavement Markings 33 314-4.4.1 General 33 314-4.4.2 Surface Preparation 33 314-5 PAVEMENT MARKERS 34 314-5.1 General 34 SECTION 315 — PULL BOXES, HANDHOLES, UTILITY BOXES, VAULTS AND COMPONENTS 34 315-1 GENERAL 34 PART 6 — TEMPORARY TRAFFIC CONTROL 34 SECTION 601— WORK AREA TRAFFIC CONTROL 34 601-1 GENERAL 34 APPENDIX A. AT&T REQUIREMENTS B. STORAGE AREA C. OCSD - SPECIAL PURPOSE DISCHARGE PERMIT APPLICATION & SAMPLE D. TIME WARNER CABLE & SPECTRUM VAULT INFORMATION E. DISCHARGE LOCATION POINTS TO STORM DRAIN SYSTEM F. OCSD PLANT NO. 2 STAGING AREA CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SPECIAL PROVISIONS UNDERGROUND UTILITY ASSESSMENT DISTRICT NO. 111 UNDERGROUND UTILITY DISTRICT NO. 22 - PHASE 2 UTILITY UNDERGROUNDING FOR MCFADDEN ALLEYS AND COURT STREET CONTRACT NO. 7833-1 INTRODUCTION All work necessary for the completion of this contract shall be done in accordance with (1) these Special Provisions; (2) the Plans; (3) the City's Design Criteria, Standard Special Provisions and Standard Drawings for Public Works Construction, (2004 Edition), including Supplements; (4) Standard Specifications for Public Works Construction (2015 Edition) including supplements. The City's Design Criteria, Standard Special Provisions and Standard Drawings for Public Works Construction are available at the following website: http://www.newportbeachca.gov/government/departments/public-works/resources 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 Page 1 of 34 SECTION 2 - SCOPE AND CONTROL OF THE WORK 2-1 AWARD AND EXECUTION OF THE CONTRACT At the time of the award and until completion of work, the Contractor shall possess a Class A, General Engineering, Contractor's 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. 2-5 PLANS AND SPECIFICATIONS 2-5.1 General Add the following: The included plans have been prepared by the four utility companies (Southern California Edison Company, AT&T Telephone, Spectrum and Extenet). Please note that Extenet work will be bid as part of the Underground Utility District 22 — Phase 2 bid item. The intent of the project is to use a joint trench to place electrical, telephone and cable television in the ground within the public right-of-way and easements as shown on the plans. Spectrum has provided exhibits for their proposed facilities, which are also included. However, the design for the use of joint trench was not optimized or even addressed in some areas. Contractor shall resolve such inconsistencies by identifying a joint trench alignment from the alternatives presented by the owning utilities and then placing all utilities into this joint trench. The resolution of these inconsistencies shall be considered included in the lump sum cost for the work and shall include but not be limited to realignment of main conduit runs, vaults, handholes, pullboxes, risers, service laterals and related facilities. The only exception to this requirement shall be in such places that a joint trench cannot be used because of physical constraints, utility companies design or operational characteristics, safety or where otherwise prohibited by law or other regulation(s). Such coordination work shall be performed in advance of actual construction to allow the utility companies time to provide input. Such work shall also include coordination necessary to align or realign that proposed facilities with existing utilities (such as water, sewer, storm drain, among others) that may be in conflict with the proposed facilities. Note that the advance notice requirements for utility mark -out has been extended to allow Contractor time to plan out the route of the joint trench along the various streets and utility corridors. Do not commence trench excavation until the City's representative has had an opportunity to review and provide input on the final joint trench location and alignment. For undergrounding of AT&T and Spectrum facilities, the Contractor shall comply with AT&T and Spectrum specifications included in the Appendices of these Specifications. Although the Spectrum exhibits may not clearly specify, please note that a Spectrum service will be required at every property where SCE & AT&T plans show a new underground service lateral. Page 2 of 34 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 includes, but is not limited to, mobilization, traffic control, water pollution control, potholing and field verifications of existing utilities, trench construction, furnishing and installing conduit with poly -pull ropes including service lateral runs, utility pullboxes, handholes, vaults and all associated items necessary for the conversion of existing overhead and electrical power, telephone, and cable television services to underground locations as required and intended by the Plans, Specifications, and further specified by Southern California Edison, AT&T and Spectrum standards within UNDERGROUND UTILITY ASSESSMENT DISTRICT NO. 111, UUD- 22 - PHASE 2, AND UTILITY UNDERGROUNDING FOR MCFADDEN ALLEYS AND COURT STREET. Any costs resulting from work performed that was directed by Southern California Edison, AT&T and Spectrum engineers, inspectors or other personnel will not be compensated unless said work was approved by the Engineer prior to work commencing. Contractor shall perform all trenching, backfill, pavement restoration, resurfacing and replacement of existing improvements (public or private including but not limited to driveways, fences, walls, signs, landscaping, mailboxes, and other such items) associated with or resulting from the work identified herein. In areas where SCE plans show existing handholes are being upsized to accommodate additional conduits or where new conduits are being installed to accommodate the undergrounding efforts, SCE handhole and intercept work shall be included in the Contractor's bid, however the SCE source contractor for this area (Arizona Pipeline) will be required to install all handholes and intercept vaults where live or dead electrical wires are to be encountered at service handhole and intercept locations. SCE requests that at least three locations be made available when Arizona Pipeline's efforts are required. Contractor is required to give (7) seven calendar days' notice of planned service hand hole or intercept efforts required by Arizona Pipeline. 2-9 SURVEYING 2-9.1 Permanent Survey Markers Delete the second paragraph and replace with the following: The contractor shall include in their bid a $100,000 allowance for survey work detailed below. As part of this contract, the contractor will be required to use Coast Surveying, Inc. of Tustin, CA. Coast Surveying, Inc. 15031 Parkway Loop, Suite B Tustin, CA 92780-6527 (714) 918-6266 Page 3 of 34 The Contractor shall submit to the Engineer, a minimum of 7 days prior to the start of work, a list of controlling survey monuments which may be disturbed. The Contractor will: a) set survey points outside the affected work area that reference and locate each controlling survey monument that may be disturbed, b) file a Corner Record or Record of Survey with the County Surveyor after setting the survey points to be used for re-establishment of the disturbed controlling survey monuments, and The Contractor shall protect all survey monuments during construction operations. In the event that existing survey monuments are removed or otherwise disturbed during the course of work, the Contractor shall contact the City's representative in the field to confirm that the existing monument has been located, can be removed and the Contractor shall restore the affected survey monuments at his sole expense. If the monument has not yet been located and prior to excavating trenches, Contractor shall allow not more than 2 days for City to locate the monument and tie it out. The Contractor's Licensed Surveyor shall file the required Corner Record or Record of Survey with the County Surveyor upon monument restoration. The cost of any replacement work resulting in a failure by Contractor to notice the City or City's surveyor of the existing monument(s) or allow reasonable time to tie the monument out, shall be deduced from payment(s) due to Contractor. Existing street centerline ties and property corner monuments are to be preserved. The Contractor shall be responsible for the cost of restoring all survey ties and/or monuments damaged by the Work. 2-9.2 Survey Service Delete this section and replace with the following: The underground cable and conduit system will not be staked for line or grade. It shall be the Contractor's responsibility to determine the depth of trenching required to maintain the minimum cover required by the utility owner in paved and unpaved areas and also to avoid interference with existing utility lines, mains and services. The drawings may or may not indicate construction of a joint trench in which to place the utilities. Except for service laterals, connections and adjustments to construct vaults, risers, or other such boxes, the intent of this contract is to place the existing overhead utilities underground in a single joint trench. The Contractor will ensure that the location of new work is within the right of way and/or easements of abutting and affected properties. Page 4 of 34 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 Delete this section and replace with the following: The following percentages shall be added to the Contractor's costs (prior to any markups) 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 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 (prior to any markups) and shall constitute the markup for all overhead and profit. An additional markup of five (5) percent of the subcontracted actual cost (prior to any markups) may be added by the Contractor. To the sum of the costs and markups provided for in this subsection, one (1) percent may be added for 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 Page 5 of 34 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. SECTION 5 - UTILITIES 5-1 LOCATION 5-1.1 General The location of existing underground utilities or substructures was determined from a search of each of the utility company's records. No guarantee is made or implied that the information is complete or accurate. The Contractor shall excavate, expose and protect all high-risk underground facilities. 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 points of connection and potential conflicts. No segment of work shall begin until the contractor has potholed and verified points of connection and related connection material requirements, and coordinated the final/existing layout of the laterals/pipeline with the Engineer, including adjustments due to field conflicts with other utilities or structures above or below ground. It shall further be the Contractor's responsibility to modify any trench alignment - including conduit debt and structure alignment — necessary to protect and provide required minimum cover and clearance from existing underground utilities or structures. The cost of any re -alignment necessary to complete the work will be considered as part of the conduit and structure installation. Within seven (7) calendar days after completion of the work or phase of work, the Contractor shall remove all USA utility markings by a method that does not damage existing surfaces. Removal by sand blasting 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. The Contractor shall notify the owners of all utilities and substructures as set forth in Section 7-10 Public Convenience and Safety of the Standard Specifications and these Special Provisions. The plans are schematic in nature. Contractor shall furnish and install all conduit required per the plans or the standards of the utility companies including bends, couplings, and pole risers and encase with concrete where shown on the plans. All conduits shall have 1/4 inch polypropylene pull rope installed including all service lateral runs to property line or other such designated point(s). Page 6 of 34 Stake or otherwise mark the terminus point of all conduit runs not terminating in a junction box, handhole or other such structure. Use a nail, metal stake, rebar or spike flush with the ground with orange or red colored flagging or paint (in paved areas) to depict the terminus of the conduit. Secure the conduit ends with tape or other such plug to avoid contamination. 5-2 PROTECTION Insofar as practicable during the progress of the work, no pipeline, conduit, sewer, culvert, storm drain, drainage ditch, flood control channel, pole line, street lighting system, overhead wires or cables, or underground wires or cables, either main line structures or laterals and services, or any other structure or facility, shall be disturbed, but all should be supported and protected against injury and maintained in good operating condition at the expense of the contractor. In no case shall any such property be disturbed or removed without the consent of the Owner. The Contractor shall be responsible for and make good all damage due to his operations. All operations of the contractor affecting flood control channels and drainage ditches, and the restoration thereof, shall conform to the requirements of the agency having jurisdiction. All services shall be maintained throughout the course of the construction. In the case of a disruption of service, Contractor shall work diligently to restore the service with the minimum of outage and disruption. 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 Utility relocations will be required within Assessment District No. 111, UUD-22 - Phase 2 and for McFadden Alleys and Court Street as a result of the undergrounding improvements. Contractor shall coordinate with Southern California Edison, AT&T and Spectrum to schedule the noted relocations of utility pedestals, and adjustments/replacement of vault lids. 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. City will provide utility boxes at no charge to the Contractor. SECTION 6 - PROSECUTION, PROGRESS AND ACCEPTANCE OF THE WORK 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK Prior to issuing the Notice to Proceed for the Work, the Engineer will schedule a pre - construction meeting with the Contractor to review the proposed construction schedule and delivery dates, arrange utility coordination, discuss construction methods, discuss Page 7 of 34 employee parking of personal vehicles, ,discuss construction staging areas and clarify inspection procedures. 6-1.1 Construction Schedule The Notice to Proceed for this contract will be issued August 3, 2020. 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 and cost breakdown, in bar chart form showing the proposed dates of commencement and completion cost of each of the various parts of the work and the anticipated amount of each monthly payment that will become due the Contractor in accordance therewith, to the Engineer for approval a minimum of five (5) working days prior to the pre -construction meeting. The schedule shall be supported by written statements from each supplier of materials or equipment indicating that all order have been placed and acknowledged, and setting forth the dates that each item will be delivered. 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 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 additional, 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 Two Hundred and Twenty (220) 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. Normal working hours are limited to 7:00 A.M. to 4:30 P.M. Monday through Friday. The Contractor, subcontractors, suppliers, etc., shall not generate any noise at the work site, storage sites, staging areas, etc., before or after the normal working hours prescribed above. Should the Contractor elect to work outside normal working hours, Contractor must first obtain special permission from the Engineer. The request may be for 4:30 p.m. to 6:30 Page 8 of 34 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. 6-7.2 Working Days 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. 6-8 COMPLETION, ACCEPTANCE, AND WARRANTY Prior to acceptance of work, the Contractor shall submit a full-size set of as -built plans to the Engineer and the utility inspector(s) for approval prior to final payment or release of any bonds. 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 on 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 (3) 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 Page 9of34 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 $973.00 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. This includes water for flushing and pressure testing water lines, compaction, dust control, irrigation during maintenance period for landscaping, etc. 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 Add the following: 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. 7-5 PERMITS The text of Subsection 7-5 of the Standard Specifications is hereby deleted and replaced with the following: The Contractor and all subcontractors shall each be licensed in accordance with State Business and Professions Code. The Contractor, at its own cost, shall also obtain any and all other permits, licenses, inspections, certificates, or authorizations required by any governing body or entity. Page 10 of 34 The Contractor shall pay all costs incurred by the permit and license requirements, unless specified in this section. All groundwater, pipeline dewatering and flushing shall be discharged to the nearest sewer facility. When the discharge to the sewer system is not feasible, the Contractor may discharge to the storm drain by meeting the reporting requirements of the City's NPDES diminimus construction permit. The Contractor will be required to apply for a Special Purpose Discharge Permit from the OCSD for discharging of all groundwater, pipeline dewatering and flushing to the nearest sewer facility. A copy of the Application Form, Certification of Accuracy of Information, Sewer Connection Verification Statement, Certification of Responsible Officer and Option to Designate Signatory are attached as Appendix C. The Contractor will need to obtain this permit and comply with all of its requirements in order to discharge to the nearest sewer facilities. The permit fee is $2,427.56 and shall be paid by the Contractor. The Contractor shall allocate a minimum of fifteen (15) working days for this process. The Contractor will be required to analyze a representative sample of the groundwater to be dewatered by the Project, for Total Toxic Organics (TTO's), Volatile Organic Compounds, Selenium, Heavy Metals, Arsenic, and Total Dissolved Solids (as a minimum). In cases where chlorine addition is used for disinfection, the Contractor shall also monitor for chlorine. The Contractor will be required to install and maintain a desilting tank for settling and removal of solids in the groundwater before discharge to the sewer mains. Contractor will be required to install a flow meter on the discharge line from the desilting tank. The meter shall have a known accuracy of ±5%, and upon commencement of construction dewatering, the Contractor must report volume totals to OCSD on a weekly basis. A sample port with valve assembly shall be installed on the discharge line from the desilting tank, and in an accessible location for subsequent sampling by both the Contractor and OCSD. The Contractor will be prohibited from discharging during a rain/storm event. The Contractor shall conduct monitoring of the groundwater discharge as specified for the purpose of determining the status of compliance and suitability for discharge. For the purpose of monitoring the groundwater discharge associated with the Project, the Contractor shall collect grab samples from the desilting effluent discharge within the first week upon commencement of the discharge, and lastly, approximately one month before project shutdown. The constituents to be analyzed will include heavy metals (chrome, copper, nickel, zinc), plus arsenic and selenium (by EPA method 601013), total suspended solids, and total toxic organics (by EPA method 624). Copies of all sampling results/lab reports must be submitted to OCSD within 15 days of the sampling date. The project site is less than 1 acre, therefore, the preparation of a SWPPP is not required. The statewide general NPDES permit does not apply either to this project." 7-7 COOPERATION AND COLLATERAL WORK Page 11 of 34 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. The Contractor is required to cooperate with utility companies and must coordinate work with utility company operations at no additional cost to the City. 7-8 WORK SITE MAINTENANCE 7-8.1 General The construction sites must be swept clean at the end of each workday. No unauthorized debris from the construction project site will enter the City's storm drain system, either through Contractor's forces or by any subcontractors of the Contractor, without prior written approval by the Engineer. 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. The Contractor may use the 26tn Street metered parking lot for staging and equipment storage (laydown area). Refer to Appendix B for the 26th Street Lot Storage Area Limits and Location Map. Prior to move -in, the 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. In addition, the Orange County Sanitation District (OCSD) Plant No. 2 located in Huntington Beach may be available for use as a staging area. It will be the contractor's responsibility to adhere and comply to the following OCSD conditions: 1. This use of the OCSD staging area is for a period of 12 -months from August 2020 through August 2021. At the request of the City, the agreement might be extended on a month-to-month basis. At any given time and without any specific reasons, OCSD will provide a 5 -day notice or immediate notice to the City and City's Page 12 of 34 Contractor to demobilize, restore the area to its previous condition and vacate the area assigned by OCSD. 2. City's Contractor will maintain insurance requirements required by OCSD throughout the entire period that is occupying the staging area at Plant No. 2. 3. Prior to mobilization, City's Contractor shall take photographs of condition of staging area and submit to the City and OCSD for record purposes to restore area to previous conditions. 4. City's Contractor parking is not allowed in the staging area designated by OCSD. There shall be no parking of Contractor's employee and personal vehicles on the public streets (i.e. along Brookhurst Ave near Plant No. 2). 5. For the Staging Area, the City's Contractor shall provide privacy screen on the security fence surrounding the areas. The vision screening shall be clean green material in good condition, ninety (90) percent visibility blockage minimum, double - thick folded edge, securely attached to the fencing using grommets on all four sides. Privacy screen shall extend at least six feet high or to the top of fence, whichever is less. Screen and attachment shall be designed to withstand a wind speed of 50 miles per hour. 6. City's Contractor shall accommodate work performed by other Contractors at Plant No. 2. 7. City's Contractor shall comply with all Storm Water Pollution Prevention Requirements, and shall install required BMPs. OCSD might direct the City and City's Contractor to install or maintain certain BMPs within their staging area. City's Contractor shall comply within 24-hrs of OCSD's request. There will be no dirt tracking within Plant No. 2 and in any public streets used as hauling routes. Contractor will have a street sweeper available at all times. 8. The provided area shall be for staging of construction equipment and materials only. Additionally, work involving coatings, hot work, grinding, sandblasting and other work activities is prohibited. 9. Noise generated by the Contractor in or around the Plant 2 facility shall be kept below 55db anytime outside of the hours of Monday through Friday 7:00 am to 5:00 pm. No work will take place on Saturdays and Sundays. 10. Access to Plant No. 2 / Security: a. The CONTRACTOR shall make adequate provisions for protection of the work area against fire, theft, and vandalism, and for protection of public against exposure to injury. b. The CONTRACTOR shall be responsible for protection of the Project site, and all Work, materials, equipment, and existing facilities thereon, against vandals and other unauthorized persons. Page 13 of 34 c. No claim shall be made against OCSD by reason of any act of an employee or trespasser, and the CONTRACTOR shall make good all damage to OCSD's property resulting from CONTRACTOR's failure to provide security measures as specified. d. The CONTRACTOR shall provide security measures to protect OCSD's existing facilities during normal operation, but shall also include such additional security fencing, barricades, lighting, watchman services, and other measures as required to protect the Project site. e. All CONTRACTOR, SUBCONTRACTORS and truck delivery drivers shall be required to sign in at the OCSD's security station at the Banning gate. The CONTRACTOR shall coordinate the Banning gate security guard coverage with Projects. The CONTRACTOR shall provide security services at the Banning gate through the contracted security vendor (Securitas) for all Work outside of normal scheduled working hours. Refer to Appendix F for OCSD Plant No. 2 Staging Area Location Map. 7-8.6 Water Pollution Control 7-8.6.2 Best Management Practices (BMPs) The Contractor shall submit a Best Management Practice (BMP) plan for containing any wastewater or storm water runoff from the project site including, but not limited to the following: a. No placement of construction materials where they could enter storm drain system, which includes gutters that lead to catch basins. b. Checking construction vehicles for leaking fluids. c. Providing a controlled area for cleaning or rinse -down activities. d. Monitoring construction activities. e. Minimizing usage of water when saw -cutting and vacuum the residue. f. Providing measures to capture or vacuum -up water contaminated with construction debris. g. Removing any construction related debris on a daily basis. h. Protecting work areas from erosion. The BMP will be approved by the Engineer prior to any work. The City will monitor the adjacent storm drains and streets for compliance. Failure of the Contractor to follow BMP will result in immediate cleanup by City and back -charging the Contractor for all costs plus 15 percent. The Contractor may also receive a separate administrative citation per Section 14.36.030 of the City's Municipal Code. Full compensation for water pollution control shall be considered included in the various items of work and no additional compensation will be allowed therefore. Page 14 of 34 7-8.6.4 Dewatering Add the following to the end of this section: "Groundwater will be encountered during the excavation of the project. The Contractor will be responsible for providing, installing, maintaining and operating a dewatering system in the project area if groundwater is encountered. The Contractor's dewatering operations shall conform with all requirements of the OCSD's Special Purpose Discharge Permit. See Section 7-5, as amended, for specific requirements. The Contractor shall provide and maintain, at all times during construction, ample means and devices to promptly remove and properly dispose of all water from any source, including groundwater, and water migrating through the bedding of existing sewers or storm drains or other existing utilities, entering the excavations. Costs for dewatering of all water shall be the Contractor's responsibility and shall be included within the Linear Foot Price for Project Dewatering and no additional compensation will be allowed therefor. The Contractor shall confirm that the receiving sewer system has the capacity to take the estimated flows during dry and wet weather conditions and whether or not the water quality is acceptable and will not cause any permit violations. The following discharges are prohibited: oil, grease, fuel, sludge, trash, chemicals, and any other items which would adversely affect water quality. Water shall not be discharged into OCSD sewer facilities during a wet -weather storm event. For all dewatering operations, each disposal point shall have a calibrated, non-resettable totalizing effluent flow meter with a flow accuracy of plus or minus 5 percent to track the dewatering discharges. The Contractor shall submit weekly reports showing total amount of discharge at each point with meter readings and other data necessary to support the quantity reported. Also, an accessible sample collection point shall be provided immediately upstream of all points of discharge. The Contractor shall provide OCSD's Source Control staff and Engineer unrestricted access to the facility and site to inspect, monitor, or verify compliance with OCSD's Permit requirements. All dewatering operations require the use of a desilting tank with a stainless steel sampling port and a drip container so that the Engineer may collect periodic dewatering samples. Additionally, the desilting tanks shall be covered with sturdy and air -tight covers so no odors can escape, and no illegal dumping is possible. The air -tight covers shall be maintained throughout the dewatering period, and only removed when necessary for silt removal or other maintenance activities. The desilting tank shall be located in a safe and easily accessible location. The system used for desilting the water shall be a baffled structure and shall provide not less than 5 minutes detention time and have a "flow- through" velocity not exceeding 0.2 foot per second at the anticipated peak flow. The desilting box shall be cleaned as required to maintain the detention time and flow-through Page 15 of 34 limitations specified above. The intent is to avoid any addition of soil materials from dewatering operations into the receiving sewer system. All dewatering operations with detectable levels of TTO's, or evidence of TTO's in the extraction zone, or significant amounts of volatile organics, may require the use of granular activated carbon (GAC) filters in lead -lag arrangement or other suitable technology to meet OCSD's TTO limit of 0.58 mg/L and mitigate an Lower Explosion Limit (LEL) event. Note that additional particle filtration is typically provided upstream of the GAC filters to prevent fouling and to extend the life of the carbon. The GAC filters shall be equipped with a stainless steel sampling port and a drip container on the final stage discharge outlet so that the Engineer may collect periodic dewatering samples. Additionally, the GAC filters shall be air -tight so no odors can escape, and no illegal dumping is possible. The air -tight covers shall be maintained throughout the dewatering period, and only removed when necessary for carbon change out or other maintenance activities. The GAC filters shall be located in a safe and easily accessible location. Each GAC filter shall provide enough detention time to meet OCSD's TTO limit of 0.58 mg/L. The carbon shall be changed in the lead GAC filter when the TTO as measured in the discharge of the lead GAC filter is at 0.58 mg/L, or as required. The GAC filters and additional particle filtration equipment upstream of the GAC filters shall be cleaned as required to maintain the detention time and flow-through limitations as specified above. The intent is to avoid any addition of soil materials from dewatering operations into the receiving sewer system or fouling of the GAC filter carbon media. The method of pretreatment and point of disposal of water shall be subject to the District's Source Control staff and the Engineer's approval." If the contractor chooses to discharge construction site groundwater to the storm drain system, the contractor will be required to submit weekly flow data and monthly sample testing per the table shown below and meet all other requirements per the City's De Minimis Waste Discharge Permit with the California Regional Water Quality Control Board. For discharge points to the existing storm drain system, refer to Addendum E. Parameter Unit Sample Type Minimum Required Sampling Analytical Test Frequency Method Flow Gpd Measured Each See Note 1 discharge event Total Ng/L Grab Monthly See Note 1 Petroleum Hydrocarbons Oil and Grease m /L Grab Monthly See Note 1 Total Residual mg/L Grab Monthly See Note 1 Chlorine Total mg/L Grab Monthly See Note 1 Suspended Solids Page 16 of 34 Total Inorganic mg/L Grab Monthly See Note 1 Nitrogen TIN Sulfate m /L Grab Monthly See Note 1 H Std. Units Grab Monthly See Note 1 Total Dissolved mg/L Grab Annually See Note 1 Solids Arsenic Total Ing/L Grab Monthly See Note 1 Recoverable Cadmiun Total Ng/L Grab Monthly See Note 1 Recoverable Copper Ng/L Grab Monthly See Note 1 Dissolved and Total Recoverable Lead Dissolved Ng/L Grab Monthly See Note 1 and Total Recoverable Mercury Ing/L Grab Monthly See Note 1 Dissolved and Total Recoverable Nickel Total Ing/L Grab Monthly See Note 1 Recoverable Selenium Total Ing/L Grab Monthly See Note 1 Recoverable Zinc Dissolved Ing/L Grab Monthly See Note 1 and Total Recoverable Notes: 1. All laboratory analyses shall be performed in accordance with test procedures under 40 CFR 136 (revised as of September 27, 2017) "Guidelines Establishing Test Procedures for the Analysis of Pollutants," promulgated by the USEPA, unless otherwise specified in this MRP. In addition, the Santa Ana Water Board and/or USEPA, at their discretion, may specify test methods that are more sensitive than those specified in 40 CFR Part 136. 7-9 PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS Add the following: PAVING RESTORATION: Alley concrete pavement restoration will be "trench width" only with 4 -inch thick of fine mix hot asphalt concrete flush with existing undisturbed alley. The City will return later to repave (P.C.C.) concrete areas. Page 17 of 34 Final street paving on Balboa Boulevard, 23rd Street, 31St Street and portions of Court Street will be "trench width" only with 8 -inches of hot mix asphalt. Base course asphalt concrete shall be placed on the bottom 6 -inches and fine mix asphalt shall be placed flush with existing undisturbed pavement for the top 2 -inches. The City will return and provide a grind and final overlay for impacted streets. For trench lines that are within 3 feet of the curb, the asphalt paving shall be removed and replaced to edge of gutter in addition to the trench line. 24th Street through 30th Street and portions of Court Street are existing concrete streets. Pavement restoration for these street areas shall be T -trench per City Standards and shall be a minimum width of six (6) feet for all trenching in this area. For bidding purposes, Contractor shall assume 6,000 square feet (SF) for concrete restoration. In addition, the Contractor is required to restore affected concrete curb and gutter, sidewalk, cross -gutters and alley approaches impacted by the work as follows: 1. Curb and gutter — Any trench line that crosses under existing curb and gutter shall be replaced with a minimum 10' linear foot length (generally 5' on each side of the disturbed area) per city Std -182-L. 2. Sidewalk — Any trench line that affects sidewalk, Contractor shall replace full - panels per city Std -180-L. 3. Cross gutters — Any trench that crosses under an existing concrete cross -gutters, Contractor shall replace the cross gutter from joint to joint (on each side of the disturbed area) per city Std -185-L. Cross -gutters shall be assumed 8 -inches thick. 4. Alley approach — Contractor shall replace 6 -foot minimum "T -trench width of all impacted alley approach per city Std -142-L and Std -143-L. T -trench restoration shall be assumed 18 -inches on either side of trench line and concrete alley approach shall be assumed 8 -inches thick. On Cross -gutter and alley approach concrete restoration Contractor shall join existing concrete improvements by core drilling '/2 inch diameter epoxy coated rebar dowels placed at 24 -inches on center. Private Improvements: Where private improvements appear to fall within the public right- of-way, Contractor shall request City to confirm the location of the right of way or easement line prior to removal of said improvements. In the event that subsurface, surface, or overhead utilities, fences, structures, or other facilities are required to be disturbed or removed to permit the construction of the improvements as provided hereunder, such disturbance or removal shall be done only with the approval of the City upon notification of the owner or owners involved by the City. The Contractor shall coordinate his operations with those of the owner or owners concerned with the disturbances or removal of facilities so as to minimize the inconvenience imposed on all affected parties. Contractor shall not remove any improvements until such removal is authorized by City. When authorized, improvements shall be removed in such a manner as to leave a clean neat appearance. Existing landscaping, trees, hedges, or other such items shall be pruned as necessary to allow for the work within the right of way without impacting the health of the landscaping. If pruning is not a feasible, viable alternative, the Page 18 of 34 landscaping shall be removed in its entirety within the limits of the impact along that particular fronting property. The last paragraph of Subsection 7-9 of the Standard Specifications is hereby deleted and replaced with the following: All costs to the Contractor for protecting, removing, restoring, relocating, repairing, replacing or reestablishing existing improvements as required above shall be considered included in the lump sum and no additional compensation will be allowed therefore. 7-10 PUBLIC CONVENIENCE AND SAFETY 7-10.1 Street Closures, Detours and Barricades. The Contractor shall coordinate with David Kuan of Traffic Control Inc. who will prepare traffic control and detour plan(s) for this project. The contractor shall include in their bid a $40,000 allowance for traffic control plans. Traffic Control Inc, Attention David Kuan 2687 Saturn Street Brea, CA. 92821 Tel. (714) 447-6077 Fax (714) 447-6081 Email: trafficcontroleng@yahoo.com Concept traffic control plans are included in the plans for bidding purposes and questions can be addressed during the MANDATORY pre-bid meeting. It will be the contractors responsibility to work with Traffic Control Inc. in planning and preparing final traffic control plans for each phase of construction. The Contractor shall adhere to the conditions of the traffic control plan. All traffic control shall conform to the provisions as defined in the latest available edition of WORK AREA TRAFFIC CONTROL HANDBOOK (W.A.T.C.H). The traffic control and detours must meet the following requirements: 1. Emergency vehicle access shall be maintained at all times. 2. The locations and wordings of all barricades, signs, delineators, lights, warning devices, parking restrictions, and any other required details shall ensure that all pedestrian and vehicular traffic will be handled in a safe manner with minimal inconvenience to the public. 3. All advanced warning sign installations shall be reflectorized and/or lighted. 4. The Contractor shall accommodate the City's trash collection. If the Contractor elects to work on a street or alley during its trash collection day, it shall be the Contractor's responsibility to make alternative trash collection arrangements by contacting the City's Refuse Superintendent and all property owners. On trash collection days, the refuse company will start trash collection for alleys under construction at 7:00 AM. Page 19 of 34 5. Where work is performed, the contractor shall maintain a minimum one open travel lane at all times, unless otherwise specified by the City. Provide two flagmen around each excavation operation. Contractor will coordinate with the City in the preparation of detour plans for the various phases of work allowing only local resident traffic, if necessary. 6. Alleys can be closed to thru traffic, but pedestrian access shall be maintained to garages at all times except when excavating immediately adjacent to them. When excavation is immediately adjacent to garages, pedestrian access shall be restored at the end of each work week unless otherwise approved by the City. If necessary, the Contractor shall cover over the street sweeping "No Parking" signs on the streets immediately adjacent to the alley(s) under construction to allow for additional on -street parking with City provide "Permit Parking Only" signs. Contractor shall arrange to sweep all streets with covered "No Parking" signs. In addition, the Contractor will distribute Parking Permits to the impacted residents. Permits to be provided by the City. 7. All unutilized, non -construction related vehicles shall be legally parked. 8. The Contractor shall schedule all work in a fashion that minimizes inconveniences to the public. The Contractor shall complete the underground construction in one street/roadway/alley prior to moving to another. The Contractor may have multiple crews, but no two adjacent streets or alleys may be under construction at any one time. 9. Balboa Boulevard lane closures will not be allowed between Memorial Day weekend to Labor Day. 10. Sidewalk closures shall be set with barricades and SIDEWALK CLOSED signs on barricades at the closure and detour path signs provided. 7-10.2 No Parking Signs. The Contractor shall install, and maintain in place "NO PARKING -TOW AWAY" signs (even if streets have posted "NO PARKING" signs), which he shall post at least forty-eight hours in advance of the need for enforcement. In addition, it shall be the Contractor's responsibility to notify the City Police Department's, Parking Control Division at (949) 644-3717, for verification of posting at least forty-eight hours in advance of the need for enforcement. The City of Newport Beach "Temporary Tow - Away, No Parking" signs will be provided at no cost. The Contractor shall print the hours and dates of parking restriction on the "NO PARKING -TOW AWAY" sign in 2 -inch high letters and numbers. A sample of the completed sign shall be reviewed and approved by the City prior to posting. 7-10.3 Street Sweeping Signs and Parking Meters Page 20 of 34 After posting temporary "NO -PARKING -TOW AWAY" signs, the Contractor shall cover street sweeping signs and parking meters, on those streets adjacent to the construction with a "PERMIT PARKING ONLY" sign, in a manner approved by the Engineer. The contractor shall also cover all street sweeping signs on the opposite side of the street from where he has posted the "PERMIT PARKING ONLY" signs, in a manner approved by the Engineer. Immediately after construction is complete and the alley is opened to traffic, the Contractor shall remove all signs and uncover the street sweeping signs. City of Newport Beach "PERMIT PARKING ONLY" signs are available from the Engineer. 7-10.4 Notices to Residents and Temporary Parking Permits Ten working days prior to starting work, the Contractor shall deliver a construction notice to the adjacent residents, within 500 feet of the project, describing the project and indicating the limits of construction. The City will provide the notice. Forty-eight hours prior to the start of any construction, the Contractor shall distribute to the adjacent residents a second written notice prepared by the City clearly indicating specific dates in the space provided on the notice when construction operations will start for each block or alley, what disruptions may occur, and approximately when construction will be complete. An interruption of work at any location in excess of 14 calendar days shall require re -notification. The Contractor shall insert the applicable dates and times at the time the notices are distributed. In addition to the forty-eight hour notice, the Contractor shall hand out two Temporary Parking Permits to each residence adjacent to the alley construction. The Temporary Parking Permits shall be filled out and signed by the Engineer and valid during the period of construction of the adjacent alley only. The written notices will be prepared by the City, but shall be completed and distributed by the Contractor. Errors in distribution, false starts, acts of God, strikes or other alterations of the schedule will require Contractor re -notification using an explanatory letter furnished by the City. 7-10.5 Steel Plates Steel plates utilized for trenching shall be the slip resistant type per Caltrans Standards and type that minimizes noise (NO Welded bead type). In addition, steel plates shall be pinned and recessed flush with existing pavement surface when placed longer than one day. All trenching on Balboa Boulevard shall be base paved daily or utilize steel plates as defined here in. Page 21 of 34 SECTION 9 - MEASUREMENT AND PAYMENT 9-3 PAYMENT 9-3.1 General Revise paragraph one and two to read: Contractor shall submit a detailed Schedule of Values for this lump sum bid to the Engineer within 3 days after award of contract for review and approval. The agreed upon Schedule of Values will be used as a basis for monthly progress payments and will be agreed upon by the City and Contractor prior to the Award of contract. Please note that AT&T plan sheets 7 and 8 of Underground Utility District No. 22 — Phase 2 will be bid as part of the Optional Improvement work for Utility Undergrounding for McFadden Alleys and Court Street. 9-3.4 Mobilization. Mobilization shall consist of preparatory work and operations including, but not limited to, those necessary for the movement of personnel, equipment, materials and incidentals to the project site necessary for work on the project and for all other work and operations which must be performed or costs incurred including bonds, insurance, and financing prior to beginning work on the various contract items on the project site. Mobilization shall also include the cost, time and labor to move the necessary construction equipment to and from the job site, supervisory time on the job by the Contractor's personnel to keep the construction site in a safe condition and all other related work as required for all non -working days during the course of construction. Contractor is responsible for securing an adequate storage site for equipment and materials. The Contractor shall have on the work site at all times, as its agent, a competent English- speaking superintendent capable of reading and thoroughly understanding the plans, specifications, other related documents, and directions from the Engineer. Page 22 of 34 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 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 shall be III -C3 -PG 64-10 RAP. Asphalt concrete base course shall be III -B2 -PG 64-10 RAP. SECTION 214 — TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS AND PAVEMENT MARKERS 214-4 PAINT FOR STRIPING AND MARKINGS 214-4.1 General Temporary striping shall be Rapid Dry paint. Final striping shall be reflectorized thermoplastic. Page 23 of 34 214-6 PAVEMENT MARKERS All pavement markers shall comply with Section 85 of the State of California Standard Specifications. 214-6.3 Non -Reflective Pavement Markers 214-6.3.1 General All new non -reflective pavement markers Types A and AY shall be ceramic. 214-6.4 Retroreflective Pavement Markers 214-6.4.1 General All retroreflective pavement markers shall be 3M Series 290 with glass -covered faces, or approved equal. Page 24 of 34 PART 3 - CONSTRUCTION METHODS SECTION 300 - EARTHWORK 300-1 CLEARING AND GRUBBING 300-1.3 Removal and Disposal of Materials Removal and disposal of material shall be done by City approved licensed and Franchised 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 Franchised Haulers List. 300-1.3.1 General 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. 300-1.3.2 Requirements (c) Concrete Curb, Walk, Gutters, Cross Gutters, Driveway, and Alley Intersections. Concrete shall be removed to neatly sawed edges with saw cuts made to a minimum depth of two (2) inches. Joins to existing pavement lines shall be full depth sawcuts. Final removal between the sawcut lines may be accomplished by the use of jackhammers or sledgehammers. Pavement breakers or stompers will not be permitted on the job. The Engineer must approve final removal accomplished by other means. Page 25 of 34 SECTION 302 - ROADWAY SURFACING 302-5 ASPHALT CONCRETE PAVEMENT 302-5.1 General The Contractor shall furnish all equipment, labor, and materials required to remove and replace existing surface improvements in accordance with owning utilities Standard Specifications and these Special Provisions. Asphalt concrete for trench resurfacing shall be placed and rolled in accordance with the Plans, City of Newport Beach Standard Drawing No. STD -105-L (A -F), the Standard Specifications and these Special Provisions. Cutting and Removal: Asphaltic concrete pavement shall be cut in a neat and workmanlike manner. Care shall be exercised so as to not damage adjacent pavement or other improvements. Existing Portland cement concrete surfaces to be removed shall be neatly sawcut. Cut existing pavement to the dimensions shown on the City of Newport Beach Standard Drawing No. STD -1 05-L (A -F), the Standard Specifications and these Special Provisions. All asphalt concrete and Portland cement concrete removed from trench and structure excavations shall be removed from the site and disposed of by, and at the expense of, the Contractor. The thickness of street pavement varies including an unknown thickness of concrete pavement that exists below the asphalt concrete street section in some areas within the limits of this project. For bidding purposes, the contractor shall assume the following: LOCATION PAVEMENT SECTION COMMENTS ALLEYS 6" PCC BALBOA BLVD 4" AC / 6" AB 36TH STREET TO 32ND STREET (EAST BOUND LANES) BALBOA BLVD 4" AC / 8" PCC 36TH STREET TO 32ND STREET (WEST BOUND LANES) BALBOA BLVD 6.5" AC / 6" AB 32ND STREET TO ALLEY 311-B (EAST BOUND LANES) BALBOA BLVD 6.5" AC / 8" PCC 32ND STREET TO ALLEY 311-B (WEST BOUND LANES) BALBOA BLVD 6.5" TO 8" AC / 8" PCC ALLEY 311-B TO 30TH STREET (EAST BOUND LANES) BALBOA BLVD 4.5" TO 8" AC / 8" PCC ALLEY 311-B TO 30TH STREET (WEST BOUND LANES) BALBOA BLVD 4" AC / 8" PCC 30TH STREET TO 23RD STREET (EAST BOUND LANES) BALBOA BLVD 6.5" AC / 8" PCC 30TH STREET TO 23RD STREET (WEST BOUND LANES) 20TH STREET 6" PCC 21ST STREET 4" AC / 8" PCC 22ND STREET 4" AC / 8" PCC 23RD STREET 4" AC / 8" PCC 24TH STREET 6" PCC Page 26 of 34 LOCATION PAVEMENT SECTION COMMENTS 25TH STREET 6" PCC 26TH STREET 6" PCC 27TH STREET 6" PCC 28TH STREET 6" PCC 29TH STREET 6" PCC 30TH STREET 6" PCC 31ST STREET 3" AC / 6" AB COURT STREET 3" AC / 6" AB FROM 21ST STREET TO 80' EAST OF Subgrade Preparation: The subgrade shall be prepared by alternatively watering and cultivating the material until it is uniformly moistened to optimum moisture content for a depth of at least six (6) inches. The subgrade shall then be rolled with a steel roller or rubber tired roller until it is compacted to not less than 95 percent of maximum density as determined in accordance with ASTM D1556 or by nuclear methods, D 2922 or D 3017. The resulting surface shall be firm, hard, and unyielding, with a true, even, and uniform surface. Edges of existing pavement shall be sawcut to form a straight line. Crushed Aggregate Base: Crushed aggregate base shall meet the requirements of Section 200-2 and shall be constructed in accordance with Section 301-2.2 and 301-2.3 of the Standard Specifications. Place crushed aggregate base in accordance with the City of Newport Beach Standard Drawing No. STD -105-L (A -F), the Standard Specifications and these Special Provisions. Temporary Resurfacing: Temporary bituminous resurfacing shall be replaced and maintained wherever excavations is made through pavement, sidewalk, or driveways. Temporary resurfacing shall be minimum of two inches in thickness. Aggregate for temporary resurfacing shall meet the requirements of Type II asphalt concrete, Class D, Section 203-6.3 of the Standard Specifications. Bitumen shall be Grade SC -800 liquid asphalt conforming to Section 203-2.4 of the Standard Specifications. The mixture may be furnished from stockpiles or directly from the plant mixer and may be laid cold, at the option of the Contractor. Temporary resurfacing shall be placed to the grade of existing surfaces and rolled and compacted as soon as the condition of the backfill is considered by the City to be suitable to receive such surfacing. The Contractor shall maintain all temporary resurfacing in proper, usable condition until the permanent resurfacing operations are to be commenced. Temporary resurfacing shall be removed and disposed of by the Contractor. 302-5.4 Tack Coat Page 27 of 34 Where stipulated on the plans and specifications or required by the Engineer, a SS -1 h type emulsified asphalt tack coat shall be applied. A tack coat may be used only when approved by the Engineer. 302-5.8 Manholes (and Other Structures) All manholes, water valve boxes, and utility boxes shall be temporarily lowered prior to pavement cold milling. Upon completion of asphalt concrete finish course, the top of manholes, water valve boxes, and utility boxes shall be adjusted to grade to meet the smoothness requirement as specified in Section 302-5.6.2. 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 the use of 2% PolarSet portland cement mix or other 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 patchback shall be placed within 72 hours following concrete placement. 303-5.4 Joints 303-5.4.1 General The Contractor shall sawcut parallel to the centerline of the alley, 2 feet along each side of centerline, over the entire length of the alley. The Contractor may also sawcut the property lines, adjacent to the alley, in lieu of scoring the pavement along the property lines or constructing an edged cold joint. All sawcuts shall be made to a depth of 2 inches. 303-5.5 Finishing Page 28 of 34 303-5.5.2 Curb The Contractor shall install or replace curb markings that indicate sewer laterals on the face of the curb. The Contractor shall mark the curb with a chiseled "S" for sewer. A two (2) day notice to the Engineer is required for requests to the City to determine the location of sewer laterals. 303-5.5.4 Gutter The Contractor shall hold the flow line tolerances to within 0.01 feet of those elevations shown on the plan. SECTION 306 — OPEN TRENCH CONDUIT CONSTRUCTION 306-1 GENERAL This section includes specifications for trench excavation, construction of buried conduits, testing, backfill, and resurfacing. 306-1.1 Pipe Laying All conduit work shall be performed per the Plans, the Standard Specifications and these Special Provisions. Contractor shall furnish and install Schedule 40 PVC conduit (except for riser pipe, which shall be PVC Schedule 80). Conduit work shall include all bends, couplings, sweeps, risers, fittings, connections, and all necessary appurtenances. All conduits shall have '/4 inch polypropylene pull rope installed including all service lateral runs to property line or other such designated point(s). Stake or otherwise mark the terminus point of all conduit runs not terminating in a junction box, handhole or other structure. Use a nail, metal stake, rebar or spike flush with the ground with orange or red colored flagging or paint (in paved areas) to depict the terminus of the conduit. Secure the conduit ends with tape or other such plug to avoid contamination. Installation of pull rope in all conduits shall comply with appropriate sizes and type per applicable utility company standards. Installation of plugs and markers shall comply with the applicable utility company standards. Mandrel all installed conduits to the satisfaction of the utility company inspector(s), including testing and re-mandreling as necessary. 306-3 TRENCH EXCAVATIONS This section includes specifications for trench excavation, construction of buried conduits, testing, backfill, and resurfacing. Installation of underground utility facilities shall conform to the requirements per City Standard Drawing No. STD -106-A, the Standard Specifications and these Special Provisions. Contractor shall submit trench shoring plan with design of shoring, sheeting, bracing or other provisions. Trench shoring shall be prepared by a State of California -licensed Civil or Structural Engineer. The acceptance of the trench shoring plans submitted is only an Page 29 of 34 acknowledgement of the submission and does not constitute review or approval of the designs, design assumptions, criteria, completeness, applicability to areas of intended use, or implementation of the plans, which are solely the responsibility of the Contractor and it's California -registered Civil or Structural Engineer. 306-3.1 General The Contractor shall perform all excavation necessary or required for the construction of the improvements as shown on the drawings. Excavations shall include the removal and disposal of all materials of whatever nature encountered, including all obstructions of every nature that would interfere with the proper execution and completion of the work. The work shall include all pumping, ditching, and other required measures for the removal or exclusion of water. Add the following subsection: 306-3.1.1 Trench Excavation and Subgrade General: Trenches shall be excavated to a line and grade and be of a minimum width necessary for proper conduit installation. Where exclusive trench work is needed, the minimum conduit cover identified in each utility owner's current standard specification or installation guide may be followed. All trenches called for to be excavated in a utility easement which runs through private or public property shall be hand dug, unless otherwise approved by the Engineer. Except as otherwise provided herein, excavation for the improvements shall be in open - cut trenches. The maximum length of open trench shall not be greater than 300 feet, or the distance to accommodate the amount of conduit installed in a single day, whichever is the lesser. The distance is the collective length including excavation, conduit laying and backfill which has not been temporarily resurfaced. Trench width shall be outside diameter plus twelve (12) inches minimum or outside diameter plus twenty (20) inches maximum, including thickness of trench shoring or sheeting in conformance with City Standard Drawing No. STD -106-L. Access to Trenches: Safe and suitable ladders which project two feet above the top of the trench shall be provided for all trenches over five feet in depth. One ladder shall be provided for each one -hundred feet of open trench, or fraction thereof, and be so located that workmen in the trench need not move more than fifty feet to a ladder. Public Access: Whenever required for the convenience of the public or individual residents, at saw crossings, at private driveways, or elsewhere, the Contractor shall provide suitable temporary bridges over unfilled excavations, except in such cases as the Contractor shall secure the written consent of the individuals or public authorities concerned to omit such temporary bridges. Contractor shall refer to Section 601-1 of the Standard Specifications and these Special Provisions for steel plates for temporary bridges. Page 30 of 34 Temporary Surfacing: Immediately after completion of backfilling in paved streets and roadways, a two-inch layer of temporary asphalt concrete paving, the mix thereof to be approved by the City, shall be placed and rolled over the backfill. Temporary surfacing shall be of such quality and so placed and maintained as to provide a smooth surface level with adjacent existing paving. At no time shall excavation operations advance ahead of temporary paving by distance of 300 feet, Temporary surfacing shall remain in place until permanent resurfacing is placed. All streets and roads used shall be kept free from dust, mud, rocks, and gravel. Drainage: The Contractor shall take care of drainage water from the construction operations, and of storm water and wastewater reaching the site of the work from any source. The Contractor shall be responsible for any damage to persons or property on or off the right-of-way due to such drainage water or to interruption or diversion of such storm water on account of his operations. Contractor shall refer to Section 7-8.6 of the Standard Specifications and these Special Provisions for water pollution control. Supports: Excavations shall be supported in a safe manner meeting the requirements of the California Division of Industrial Safety. For supports for excavations five feet or greater in depth, Contractor shall submit a trench shoring plan in compliance with Section 306-3 of the Standard Specifications and these Special Provisions. Excess Excavation: Whenever excavation is made below the required trench bottom, suitable and approved bedding material (in conformance with City Standard Drawing No. STD -1 06-L and Section 306-6 of the Standard Specifications) shall be used to bring the trench back to proper grades. Properly moistened approved bedding material shall be deposited in the trench in uniform layers not exceeding six (6) inches thick and compacted to 90% minimum relative compaction. The material shall be compacted by use of power driven tampers of an approved type and in a manner satisfactory to the Engineer. The trench bottom shall then be prepared to receive the conduits or other such structures as indicated by the plans. Rock: Where rock or similar hard and unyielding material is encountered, the trench shall be over excavated to provide a minimum of six (6) inches below all conduit and accessories, and refilled to foundation grade with granular materials, suitable for bedding. Bell Holes: Conduit shall be laid only on properly prepared trench bottom shaped to provide continuous contact with the pipe. Bell holes are not required. Excess Material: Excess excavated material removed from site shall be disposed of by the Contractor at his expense at a disposal site approved by the Engineer. The route (through the City) for trucks hauling excess excavated material shall be approved by the Engineer prior to removal of any material from the project area. The amounts, type, and destination of disposed excess excavated material shall be properly documented in writing to the City. Compaction: After conduit installation, trench bedding and backfill shall include sand shading and compaction to the satisfaction of the Engineer, in conformance to the project plans, City Standard Drawing STD -106-L, Subsection 306-6 of the Standard Page 31 of 34 Specifications, and these Special Provisions. Select material taken from excavation shall be free from stones or boulders larger than two inches in diameter, from chunks of pavement, and from large unbroken masses of earth, free of tree roots, branches and sticks. Imported granular backfill material shall be approved loose, granular materials, free from humus, and having a sand equivalent of not less than 30 as determined by laboratory tests. The Contractor, at their own expense, shall submit a certification of material quality to the Engineer prior to placement. Select or imported granular backfill shall be placed simultaneously on both sides of the conduit and shall be completely worked around the conduit and consolidated by sluicing or jetting with water. Before additional material is placed upon the portion of the backfill consolidated by sluicing or jetting an adequate interval of time, as determined by City, shall be allowed to permit reduction of the water content to a degree affording maximum practicable compaction. After the water has drained out as required, the Contractor shall use water jets or other approved means to increase the consolidation until no further consolidation can be obtained. Only material susceptible to satisfactory consolidation by sluicing and jetting shall be used for granular bedding and backfill. Material used for the remainder of the backfill above the top of the conduit shall be selected from that removed from the excavation or shall be imported at the option of the Contractor, brought to near optimum moisture content and compacted by jetting with water or by mechanical equipment. Equipment used for compaction when earth cover on the conduit is three (3) feet or less shall be rollers or vibratory tampers. Use of equipment which compacts by impact will not be permitted. 306-3.1.2 Backfill of Trenches Preparation: Prior to placing backfill, the area to receive the fill material shall be cleaned to remove all trash and debris. Materials: Material used for trench backfill shall be selectively taken from the excavation, or shall be imported granular material approved by the Engineer. Placement and Completion: Where supports of any nature are used in the trench, said supports shall be removed unless otherwise approved by the Engineer. Where tight sheeting is used, it shall be removed systematically as soon as practicable after backfilling by pulling alternating pieces along each side of the trench alternating also from one side of the trench to the other. Compaction: Structure and trench backfills shall be compacted to the specified relative percent of the maximum dry density as determined by ASTM D1557. Compaction tests performed in the field will be done in accordance with ASTM D1556 (sand cone) or by nuclear methods, ASTM D2922 or D3017. The Contractor shall perform, at its sole expense, all necessary testing to certify that material and sole compaction of the project meet these specifications. The Contractor shall conduct and provide compaction test results for every 150 linear feet of conduit from a lab approved by the Engineer. Compaction test are at the expense of the Contractor. The Contractor shall make all necessary excavations for compaction tests, as directed by the Engineer, and all work in Page 32 of 34 connection with compaction testing by the Contractor shall be included in the various items of work and no additional compensation will be allowed therefore. SECTION 314 — TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS, AND PAVEMENT MARKERS 314-4 APPLICATION OF TRAFFIC STRIPING AND CURB AND PAVEMENT MARKINGS 314-4.1 General Temporary painted traffic striping and markings shall be applied in one coat, as soon as possible and within 24 hours after the finish course has been placed. 314-4.2 Control of Alignment and Layout 314-4.2.1 General The Contractor shall perform all layout, alignment, and spotting. The Contractor shall be responsible for the completeness and accuracy of all layout alignment and spotting. Traffic striping shall not vary more than 1/2 inch in 40 feet from the alignment shown on the plans. The Contractor shall mark or otherwise delineate the new traffic lanes and pavement markings within 24 hours after the removal or covering of existing striping or markings. No street shall be without proper striping over a weekend or holiday. Stop bars shall not remain unpainted overnight. Any existing alley yellow right-of-way striping that is removed due to trenching shall be replaced within 5 days of final paving operations. 314-4.4 Thermoplastic Traffic Striping and Pavement Markings 314-4.4.1 General The final reflectorized thermoplastic striping shall not be applied until the finish course pavement or slurry seal has been in place for at least 15 days. The thermoplastic shall be applied at 0.45 mm minimum thickness for all striping except crosswalks and limit lines which shall be 0.90 mm minimum thickness. If the Contractor fails to perform striping as specified herein, the Contractor shall cease all contract work until the striping has been properly performed. Such termination of work shall require the Contractor to re -install "NO PARKING, TOW -AWAY" signs and re -notify the affected residents, at the Contractor's sole expense. In addition, if the Contractor removes/covers/damages existing striping and/or raised pavement markers outside of the work area, he shall re-stripe/replace such work items at no cost to the City. 314-4.4.2 Surface Preparation Primer shall be applied to concrete surfaces prior in application of thermoplastic striping. The primer shall be formulated for the intended application. Page 33 of 34 314-5 PAVEMENT MARKERS 314-5.1 General Raised pavement markers shall not be placed until the finish course pavement or slurry seal has been in place for at least 15 days. Section 315 is hereby added as follows: SECTION 315 — PULL BOXES, HANDHOLES, UTILITY BOXES, VAULTS AND COMPONENTS 315-1 GENERAL The Contractor shall furnish and install all junction boxes and vaults as necessary or as shown on the Plans, Standard Specifications, these Special Provisions and the Utility Company's standards. If located in the roadway or traffic areas, traffic rated covers (to meet H-20 loading) are required. All junction boxes, handholes, vaults pull boxes, and components, such as vault covers, ladder, vents and vent pipes, shall meet or exceed the requirements of the utility companies. Contractor shall lay out all junction boxed, handholes, vaults, pullboxes, etc. to ensure that structures do not compromise street integrity and are located out of drainage courses and street flowline. Layout to be approved by the Engineer prior to construction. Backfill Around Transformer Enclosures: Backfill between the transformer enclosures and natural soil shall consist of a mixture of ten parts of sand to one part of Portland cement. Water shall be added to the mixture to produce a slurry which will fill voids when placed in the excavation. PART 6 — TEMPORARY TRAFFIC CONTROL SECTION 601 — WORK AREA TRAFFIC CONTROL 601-1 GENERAL The Contractor shall furnish and install signage, barricades, delineators, yellow safety ribbons, up to four (4) 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 areas. Messages for the CMS shall be updated by the Contractor as directed by the Engineer. Additionally, steel plates utilized for trenching shall be the slip resistant type per Caltrans standards and capable of carrying H-20 wheel loading. Plates shall have a minimum width equal to the excavation width plus 24 inches. For work on Balboa Boulevard, plates shall be recessed. Page 34 of 34 APPENDIX - A AT&T REQUIREMENTS General Requirements 1. Contact the AT&T at [insert phone no.] at least [no.] days prior to construction to establish a pre -construction meeting date. 2. Notify AT&T Inspector on [insert phone no] at least 48 hours prior to trenching to ensure inspector will be on site. 3. Verify the location of AT&T and all utility substructures and buried facilities two (2) days prior to excavation. Call Underground Service Alert: 811 4. Provide supervision and coordination between the various contractors working within the project in order to prevent damage to AT&T facilities. The developer is responsible for the cost of repairs, replacement or relocation made necessary by damage to the AT&T facilities by other work operations. 5. Construct trench and place substructures according to AT&T plans and specifications. 6. Request and get authorization for any design change from the AT&T company trench inspector or engineer prior to implementing the change. 7. Provide "As Built" drawings with the footages to the AT&T Inspector or Engineer upon completion of the conduit system. © 2012 AT&T Communications Inc. 3 Trenching 1. Area of proposed trench route must be graded to within 6" of final grade prior to trenching. 2. Minimum radial clearance must be 12" from all trench occupants except CATV (C.P.U.C. Order 128), unless there is a prior signed agreement with AT&T. 3. Bends, sweeps or grade changes that have a radius of 80' or less or a grade change of 20% or more must be encased in 2500 psi concrete. 4. Minimum trench cover must meet the governing agency requirement. 5. Property corners of each residential or business lot must be staked prior to cable placement to determine the exact location for AT&T fixtures. 6. All trench backfill material must be minimum Class B and compacted in accordance with governing agency specifications. TELCO (AT&T) ONLY TRENCH JOINT TRENCH FINAL GRADE FINAL GRADE 2" SAND ND G O OC 'ICAL) 12" O O 3" SAND (TYPICAL) © 2012 AT&T Communications Inc. 4 Conduit Conduit placed for AT&T must be for its exclusive use. AT&T will not occupy the same conduit with other utilities or foreign cable/communication systems. AT&T may refuse to occupy conduit that deviates from our plans and specifications. Electrical four inch (4") conduit is never acceptable for AT&T use. The developer is responsible for repairing or resolving any problems with the conduit they have installed that prevents AT&T from pulling its cable through the conduit using normal installation methods. All conduit sections must be rodded, cleared, and roped prior to AT&T pulling in cable. If the job calls for AT&T to provide the conduit material to the job site, the developer or his/her agent must be on site to sign for the delivery. Material Requirements The approved supplier for PVC conduit, fittings and accessories is Centex. Their main telephone number is 817-215-7000. They can also be contacted through their website at www.cantexinc.com. Suppliers/Distributors are listed on page 15. 1. Four inch (4") conduit must be type C PVC, white in color with "AT&T" logo. • Minimum sweep for 4" conduit is three (3) ft 90 degree radius. • Three -eighth inch (3/8") minimum polypropylene pull line or equivalent strength Polyester Woven Mule Tape must be installed in 4" terminated conduit end to end. • All terminated conduit must be measured, end to end, and the lengths included in the "As-Builts". 2. Two inch (2") conduit must be type DB 60 rigid plastic. • Minimum sweep for 2" conduit is two (2) ft 90 degree radius. Maximum of four (4) 90 degree bends for service connections that exceed 200'. Three -sixteenth inch (3/16") or larger, polypropylene pull line must be installed in 2" terminated conduit end to end. © 2012 AT&T Communications Inc. 5 All terminated conduit must be measured, end to end, and the lengths included in the "As-Builts". 3. One inch (1 ") conduit must be ABS -DB, Schedule 40 or equivalent. Three -sixteenth inch (3/16") polypropylene rope or equivalent strength Polyester Woven Mule Tape must be installed in 1 " terminated conduit end to end. 4. Conduit exposed to sunlight MUST be Schedule 40 or equivalent. S. Only standard factory bends may be used, no field bending of conduit if radius is less than 80' 6. Conduit placed on private property for service to the individual residence may not exceed two inch (2") diameter. NOTE: 1 " conduit is only acceptable for service wire installations to single family units. 7. Two inch (2") conduit must be placed for service connections (from property line to residence) that exceed 200' in length. Plastic splice boxes (or "water boxes") may be used with one inch (1 ") conduit for longer distances as long as the maximum pull between terminating points does not exceed 200' or have more than four (4) 90 degree bends. 8. All stubbed conduit must be capped. 9. If plastic splice boxes (or "water boxes") are used for service connection pulls on private property they must be 9" diameter x 10" for round boxes, or 10" wide x IS" long x 12' deep for square boxes. Installation Reauirements 1. Minimum trench coverage is detailed on page 4. 2. Boxes are to be ordered with the appropriate number of knockouts or terminators to accommodate the conduits (excluding 9" round or 11 " "water boxes"). Service conduit (1 "or 2") is to be terminated above distribution conduits (4") in the box to prevent water flowing from the box and down service conduit toward the building. © 2012 AT&T Communications Inc Substructure Material Specifications All substructures placed by the developer that will be owned and maintained by AT&T must be Utility Vault, NewBasis or Cantex conduit distributed by SAF -T -CO. All approved products have an AT&T PID number. 1. The approved manufacturer for 30" x 60" boxes and smaller is NewBasis. All of their boxes are plastic or polymer. Their main number is 951-787-0600. They can also be contacted through their website at www.newbasis.com. 2. The approved manufacturer for concrete boxes and manholes is Utility Vault (Oldcastle) for (LA south) and Teichert Precast for (Bakersfield north). Contact information for Utility Vault's and Teichert Precast Products Sacramento 916-386-6174 or Stockton 209-464-7697 distribution centers is posted on their website at: http://www.oldcastleprecast.com http://www.teichert.com/attt.cfm 3. The approved distributor for PVC conduit, fittings and accessories is SAF -T -CO. Their main number is 714-547-9975. They can also be Contacted through their website at www.saftco.com 4. See page 10 for a list of California distributors. Installation Specifications 1. All splice boxes and hand holes must be placed in areas outside of vehicular traffic. Manholes will be specified by AT&T if protected areas are not available. 2. Placement of substructures must allow for the final grade of new sidewalk and parkways. 3. A minimum of six inches (6") of compacted sand, graded level is required under all hand holes and splice boxes. Six inches (6") of gravel, drain rock or base rock is required for manholes. 4. Conduit must terminate at the end wall or side wall, in a terminator or knockout, of the box as specified by the AT&T Engineer. Entry through the bottom is never acceptable. © 2012 AT&T Communications Inc 5. All conduits entering knockouts must be cut within one inch (11") flush with the inside of the substructure and mortared. All joints must be mortared and all unused ports and openings sealed. Use cement mortar, water plug cement or other approved prepared mortars. 6. AT&T's engineer will specify where Ground Beds are to be placed. (see pages 10-13 for specifications) Manhole Specifications 1. Conduits must be terminated in the manufactured terminators only. Main conduits must be placed in lower terminators first. From each terminator, a minimum of 5' of straight conduit is required (no bends). Manholes are not to be cored without prior AT&T approval. 2. Manhole number (MH #123) and volume (v 248) must be stenciled with a 1/2" die stamp on the frame casting (not cover). If the stenciling can be read from the curb then stamp at position (A) as shown on the diagram below. If not, then stamp at position (B) when facing the oncoming traffic. 3. Steps and ladder must face oncoming traffic. Steps: First step 12" -17" from grade to step (C). All other steps 12" separation from each other (D). All steps must be concreted in place and extended 6" from MH wall. 4. Cover from grade to MH roof should be 34" (2-12" extensions, 1-10" casting), unless otherwise indicated by the AT&T engineer. 5. Neck of MH (extension) must be painted with white latex paint after joints are mortared. 6. Floor of MH must be level. GRADE CASTING COVER TRAFFIC SIDE VIEW © 2012 AT&T Communications Inc. 8 Service Cabinets, Bonding and Grounding All service cabinets, bonding and grounding requirements must meet the National Electrical Code. The diagram below shows the minimum specifications accepted by AT&T for residential use. 20 Gauge Steel Weatherproof UL Listed Cabinet Must meet the following UL 50 Standard for Safety Criteria: Edge Requirements, Number 1 or 2 for Interior Use, Number 3 R for Exterior Use, Protection Against Corrosion, Overlap Requirements Minimum 32" H X 14" W X 6" D (Less Mounting Flange) Equipped With 1/2" Plywood Backboard Allow 3' Minimum Clearance In Front Of Cabinet Place Cabinet Adjacent to CATV Housing Grounding Options in Order of AT&T Preference: 1. LIFER Bar Extended Maximum 1" Into Telco Cabinet 2. #10 Ground Wire From UFER To Telco Cabinet 3. Conduit From LIFER To Telco Cabinet For Ground Wire Placement © 2012 AT&T Communications Inc. 9 4. Without electrical service, bond to a driven ground rod that is a minimum of 12.7 mm (0.50 in) in diameter and 1.5m (5 ft) long. UFER GROUND 10:1011101I 19. TWO DAYS BEFORE YOU DIG CALL U.S.A. TOLL FREE all iitional Detail on Exhibit A © 2012 AT&T Communications Inc. 10 MNNE VTION TO GROUND ROD BARE 4 6 SOL ID GROUND WIRE APPROVEi3 W GROUND ROD CONNECTOR POLE LOMT 1400 SFL MD FIRST GROUN 6 ROD TO RE P -LACED No CLOSER THAN 24" AND NO FCRTHER THAN 1¢' TO/FROM ANYSUP. FAC E OF THE POLE. SECOND AND THIRD SrRQUNO BODS ARE TOME SEPARATED BV AT LEAST 8 FEET FROM FACH OTHEFL AND F ROM TI -11 FIRST GROU ND ROD. THE TOP OF EACH GFLOLIN DROE) IS TO BE AT (EA$T 1}" $E LOW FIhiAL i3 RADE AT THE ROO LOCAT ION, USE c}g" DIAM L If R, COPPE R CLAD, STEEL GROUND ROD - 46" LONG - GROUND LINE 1-00Fr6AWG BARE C0RPER;iROUND:RETHRUIHECLAMPi AT&?%CH GRGLIN DROQ -DO NOTILIT WRE.ROUTEWil REFROM C1.05EST ROD UP THE POLE TO THE LOW EST TELCOMESSENGER. COILS FEET OF WIRE AT THAT 11L(O hAESSE NGER. INSTALL WOOD M1OLDINGOVER WIRE FROM G43OUND LINE TO 3" BELOW THE LOWEST TELCO MESSENGER. SECURE TO POLE AT 36"(FAA5€_] IHl'MAL� AND AT A FOAXIMIJ M Of fY' FROM Ell HER END OF EACH SECTION OF M€}LDING. USE 0RhSS CLAM1P ONLY TO BOND WIRE TO RODS_ iD0NOTALkIft 114LRE WIRE TO CONTAC7MfTAL REFLEC71VE STRIPS 04 POLES. REMOVE A11D REPLA{E STRIPS OVER THE MOLD1NIC OR CUT AND REATTACH STRIPS TO THE SIDES OF THE MQLDINC I 12"F0.XTO 12" McN�MUra TOP OF COVER OVER ANY HORIZONTAL RC ES SECTION OF GROUND VASE._ 2�'-'J6�4 B" IAM. 8' MIH. (TF PICALI GROUND RflDs POSTITIONING GROUND BEDS AT POLE © 2012 AT&T Communications Inc. 11 CUR$ 8 (1UrEeR cue9 a GUTTER ...... TUC05TFMD ................. 4 TLLCOSTRIND...................................... 8' MIN 8' MIN I RIGHT OF WAY GA EASEMENT — * — — —4 AT aSGame MW Of wAY WMI k SIDEWALK � OR EASEMENT k� w MIM C, ROUND REDS t IMPROVED AREAS TO REDUCE THE (4) ST Inn PACT WHEN PLACING NEW GROUND REDS IN IMPROVED AREAS, POSITION THE FIR -ST GROUND ROD Z4' - 16" FRO M TH E POL a TH EN, W H EHE SIRE ET RIGHTS - 0 F- WAY OR EASE ME N TS ALLOW, ROUT E THE GROU NDWIRE BEHIND THE SIDEWALK, PARAIiEI,TOTHF POI KINF.MAI NTAlNAll. l SPACINGREC`{UIREMENTSFOFRTHE 5ECO MID AND THIRD GROU NO RODS. THIS MAY ALSO HAVE THE BENEFIT OF PREVENTING DAMAGE TO THE GROUND GED DURING POIE REPLACEMENTS - THIS APPLIES TO &OTN DEAD -ENI] AND IN - LINE POLES IN IMPRO`JED AREAS. ANO UNDBEDS IN UNIMPiiOMARE AS TO HELP PREVEE#T DAMAGE TO A GROUMID 0 E DURiNG FUTURE POLE REPLACEMENTS IN UNINIPROVED AREA% POiIT;ONTHE FIRST GROUM1]DNOD ].4"-36" FROM THE POLE AT A 45 - DEGREE ANGLETO THE POLE LINE THEN, ROUTE THE GROUND WARE PARALLEL TO THE PCI,FIh E-MAINTAINAU SPACING REQUIREMENTS BETWEEN ALL GROUND ROD5. THIS APPLIES TO BOTH DEAD-END ANG IN-LINE POLES IN UNIMPROVED AREAS. AROUND BEDS AT SPLICE BOX TWO DAYS BEFORE YOU DIG CALL U.S.A. TOLL FREE 8'1'1 © 2012 AT&T Communications Inc. 12 FIRSTGROUNDRODTG RE P LACE D N D C LOSER THAN t4" AND NO FURTHER THAN 3,6" TO/FROM ANY S UR FAC E O F TH E POL E_ SEC O NO A NO THIRD 6RQONDRODS AkE TO BE SEPARATED BY AT LEAST 8 EEkf f R0 EACH OTHER AND FROnn 7HE FIRST GROUND ROD. THE TOP OF EACH-GROUNDROD IS TO BE AT tFhiT iY'AFLOW FINAL CAADFAT7HE ROD 10CATIC5N- USE 518" DAM ETEB, COPPER (LAD, STE EL GROU NPD ROD - 46" LONG. LOCI P R6 AWG BARE SOLID COP PER G RO LIND WIRF THRU THE {IAk1PSAT FACH GROUND ROO - DO N 07 C UT WIR E. ROU TE WIRE FROM CLO51:51 ROD PN51DE SB, WRAPPING THE 56 ON E TIME , MAN I N -G AN APPS RAN C E 0 N 2 OPIFOSITIE WALLS OFTHESB_ �. OMNI) LINE � 12"MINI�uf41 {OWER OVER A NY HORI210 NTAL 5K TION OT GROUND WIEL., E x SJS" GROUND ROM CCFNNECTION TO GR-OUNID ROD BARE tl6SC}LID l GROUND WIRE APPROVED W GROUND ROD — * CONNECTOR 814 RE 415 SOL I D GRO UN D WIRE TO ENTER THROUGH 20E WALL OR THROUGH 60TTOM Of 56- aa���� 12"MIN, TO TDP OF ROD r 24"'-36` — S'MIH, $'MIN, (TYP!I--AL) POSTITIONING GROUND BEDS AT SPLICE BOXES © 2012 AT&T Communications Inc. 13 cum sour= CURB & GLrTEFt 51Dt�N+iLK E3'MIN $'MIN 24"-34" MKr OF WAY OR EASEMENT RIGHT OF WAY 8' Maly SIMALK OR EA5Ek1EN1 24"-36" l AT 45-EFEGFIEF MIN GROUND BEDS IN IMPROVElD AREAS TO REDUCE THE COST INPA( T WHEN PLACING NEW GR-0UN D BES IN IMPROVED AREAS, POSMON THE FIRST GROUNI) ROD 24' - 36" FROM THE SB1'HEN, WHERE STREET` RIGHI'S•OF, WAY OR EASEMENTS ALLOWr ROUTE THE GROUND WIRE BfHlND THE SIDEWALK, PARALLEL TO THE SIDEWALK- MALI INTA LM ALL 5PACIN6 REQUIRE MENTS FOR THE SEILONO AN ID THIRD G ROUFID RODS. THIS MAYALSO HAVE THE BENEFIT OF PREVINTING DAMAGE TO THE GROUND BED DURINi CAKE REpiA�EMfNT$- Pre-wire Material Specifications GR-0!3NDBE D5 IN UNI MPROVE DAREAS TO HELP PREVENT DAMAGE TO A GROUND BEES DURING FUTURE CABLE REPLAC EMENT5 JN UNIM PROVE D AREAS, POSITION THE FIRST GA-0UN DROD 24 CJs' 5A0M THC SR Al A 4; DEGREE ANGLE TO THE TRENCH LINE THEN, ROUTE THE GROLINDWIRE PARALLEL TO THE TRENCH LINE- MAI NT -AIN ALLSPACINiG R EQUIF.EM E NTS BETW E EN ALL G ROU ND RG D5, © 2012 AT&T Communications Inc. 14 Customer owned wire (pre -wire) must meet the FCC registration rules part 68, subpart C, section 68.213 and be to ANSI/TIA/EIA 570-B standards. Two cables will be required for Fiber to the Premise applications, a twisted pair interior wire cable for telephone applications, and a data cable. 1. Interior wire (telephone) shall be a minimum of four pair sheath wire containing eight (8) solid copper conductors, each of which has insulation in the industry standard color coding format. This format must provide "white / blue" wires for the primary pair and "white / orange" wires for the second pair. 2. The wire must be twisted pair with an outer sheath of insulation. The conductor size must be either 22 AWG or 24 AWG and classified as Category 5e. 3. The developer must tag and terminate the pre -wire at the AT&T telephone cabinet. 4. Data Cable: A separate data cable shall be placed in conjunction with the interior wire (telephone) The data cable shall be 4 pair (8 conductor), CAT 5e, and terminated on a standard RJ 45 modular connector at the telephone cabinet. 5. If a Central Wiring Center is utilized (See Exhibit C) place a tri -shield RG -6 COAX cable from the telephone cabinet to the center. Use compression connectors such as LRC Snap/Seal or Gilbert. Low Voltage Conduit / AC Outlet Fiber to the Premise applications will require an uninterruptible DC power source (UPS). This power source will be placed by AT&T personnel in the interior of the dwelling. The developer will determine the UPS location. We recommend that the location be adjacent to the central wiring center in the residence (hall or master bedroom closet). The developer must place conduit between the UPS location and the exterior telephone cabinet. AT&T will install the wiring when placing the UPS unit. © 2012 AT&T Communications Inc. 15 I . For UPS power the developer shall provide a 110V GFI protected AC outlet or 110V AC outlet (In accordance to NEC and/or local ordinances) located no greater than 5 feet from where the UPS will be placed inside the residence. 2. The location selected for the UPS must not be in excess of 75 feet from the telephone cabinet. 3. Conduit must be provided from the UPS location to the exterior telephone cabinet. Conduit should be a minimum of 3/4 " with no sharp 90 degree bends. Conduit Suppliers Southern California Northern California Saf-t-co Cal -duct Beacon Electric CED CES Crescent TVC, inc. FXHIRIT A Herning Supply CED Central Wholesale GE Supply Independent Utility Independent Electric Wedco Maltby Northern Valley Distributing Graybar RE R1 AT&T Standard Underground Serving Arrangement for Residential Single Family or Duplex Unit - FIBER © 2012 AT&T Communications Inc. 16 54" ma 36" mir ONT- UPS POWER CABLE PATH Provide a 3/4" conduit (90 degree sweeps only) ' from telephone cabinet to central wiring cabinet location inside residence. Power cable to be placed by Telephone Company. UFER ROUND \ ELCO CABINET elco cabinet size (less mounting flange) iinimum 32 " H x 14" W x 6" D equipped with 1/2" ywood backboard minimum clearance in front of cabinet lace cabinet adjacent to CATV housing INTERIOR WIRE / DATA CABLE Terminate Category 5e four pair insulated jacket interior wire in cabinet. Terminate DATA cable in cabinet with standard RJ 45 module. DATA cable should be eight conductor (4 pairs) 24" minimum radius bend. Conduit size 1" minimum, 2" maximum GROUNDING OPTIONS IN ORDER OF AT&T PREFERENCE • UFER bar extended maximum 1" into telco cabinet • #10 Ground wire from UFER to telco cabinet • Conduit from UFER to telco cabinet for ground wire placement y:1aI_1118 � Pre -installation Requirements for FTTP UPS Power Unit © 2012 AT&T Communications Inc. 17 aW Developer to place GFI or standard 110/120V Outlet. ( In accordance to NEC and/or local ordinances) Not to exceed 5' from UPS location. Weatherproof cabinet on exterior wall Developer to place conduit (3/4" Min.) from Power Unit location to weatherproof cabinet Maximum distance = 75' Wall Moun (To be inst © 2012 AT&T Communications Inc. 18 Outside wall, typically adjacent to power entrance Single Family Unit Optical Node Termination TELCO CABINET EXHIBIT C at&t Interior Wiring Specifications Inside Residence: • Follow ANSI/TIA/EIA-570-B standard for residential wiring • Utilize a Star (Hub and Spoke) topology ad wire to Grade 2 specifications • Inside wiring to the outlet locations should all originate from a Central Wiring Center. • Utilize CAT 5e twisted pair and a minimum of Tri Shield RG6 coaxial cable throughout the premise. • For COAX connection use connectors such as LRC Snap/Seal or Gilbert. Do not use hex crimp fittings. CAT -5e for Voice Central Wiring Center (CWC) ND Power Supply Unit 111PR1 Rechargeable Battery 1--f (Customer Owned) Q ®_® I Coax for Video TO Shield RG -6 Properly connectorize © 2012 AT&T Communications Inc In Outlets (Jacks): • A minimum of one outlet location shall be cabled within each of the following rooms: Kitchen Bedroom Family/Great Room Den/Study • An outlet location should be provided in each room and additional outlet locations provided within unbroken wall spaces of 12 ft. or less. Additional outlet locations should be provided so that no point along the floor line in any wall space is more than 25 ft., measured horizontally, from an outlet location in that space. • At video outlet (jack) locations utilize Grade 2 outlets providing both video (COAX) and data/voice (RJ -45) jacks. • Terminators should be placed on COAX outlets to minimize signal interference. 568-A wiring Standard for Cat 5/5e/6 cabling Pair # Wire Pin # 1- White/Blue White/Blue 5 Blue/White 4 2- White/Orange White/Orange 1 Orange/White 2 3- White/Green White/Green 3 Green/White 6 4- White/Brown White/Brown 7 Brown/White 8 © 2012 AT&T Communications Inc. 20 AT&T 3'-0" X 5'-0" X 3'-0" SUB—SURFACE ENCL. NO PID NO. REPLACEMENT VAULT HEIGHT ADJUSTMENT BRACKET 36"X60" (NOMINAL) AOIUSTABIE, FRAME AND COVER ASSEMBLY. BOLT DOWN, H-20 M TRAFFIC RATED SLIP RESISTANT COVER TORSION ASSIST OPENING J 36"X60" (NOMINAL) ADJUSTABLE, FRAME AND COVER ASSEMBLY. AVAILABLE IN PEDESTRIAN OR INCIDENTAL TRAFFIC RATING SUP RESISTANT COVER AT&T NAME PLATE 12EA Yt"O PLASTIC INSERTS 6EA CABLE RACKS o ori 3 �D" J 12"fX2" J 4FA.:(,"6 GALVANIZED 5'-9" ` \SUMP 16EA. 4'6 DUCTS PULL -IRONS \ _ 3'-9" (TWO STEP BLACK) ATT -3 DRAWING MAY NOT CONFORM TO THE VAULT WEIGHT: 4,140 LBS. MOST CURRENT SPECIFICATION ® AT&T -3660-3 3'-0" X 5'-0"X 3'-0"(I. D.) Oldcastle Precast RUENAMEATT-3.DWG SUB -SURFACE ENCLOSURE 0 rvolM1 Calnema REVOM. MARCH 2016 AT&T M om,M WnHill• Plaaaanbn• Sanha Rana, Sbltl Tul Pnona: Rzs-isorsso Fa:: W5 I.. w .oldceWeprecaat.com Copyright ®2016 ommmt Reujm FCA306036-90000 OIN#100071528 FIBERGLASS / PCX POLYMER CONCRETE ASSEMBLY 30" X 60" X 36" (For actual dimensions see drawing) Fiberglass / Polymer Concrete Assembly, Straight Sides, No Floor, WUC 3.6, ANSI/SCTE 77-715/20K," 3/8" Captive Hex Bolts, Telephone EMS, (4) Racks, (4) Knockouts, Ground Bar, (2) Pulling Eyes, Custom Nameplate (AT&T USE 100006201 COVER HOOK ONLY) Cast -in LOAD RATINGS Incidental Traffic - Parking Lot, Sidewalk Conforms to: • WUC 3.6 • ASTM C 857 • ANSI/SCTE 77 FEATURES: • USDA/RUS Approved • UL classified polymer concrete • Drop -In nameplate • Shipped assembled • Skid resistant cover • Stainless steel bolts • Cast -in floating nut box - Integral drain holes Additional product information continued on the reverse nev&asis Composites for Infrastructure 2626 Kansas Avenue Riverside, California 92507 951.787.0600 951.787.0632 (fax) info@newbasis.com newbasis.com U I' 1<66"5/11 36" Inslae unenslons Length Width 59 7/8" 29 7/8" 59 1/8" 29 1/8" F� POLYMER CONGf�ETE The Next Generation KNOCKOUT & PULLING EYE DETAIL PULLING EYE & Depth GROUND BAR DETAIL 33" Rev: A.8 29 of 99 SPLICE BOX ASSEMBLY PID NO.: 301179768 RISER WEIGHT: 300 LBS. BASE WEIGHT: 1,150 LBS. 24"X36" (NOMINAL) SLIP—NOT, CAST IN, H RATED FRAME ry' 2EA. 2'-8)12„ 2'-0" 2'-8" LlOldcastle Precast Northern California Madera ■ Morgan Hill ■ Pleasanton ■ Santa Rosa- Stockton ■ Tulare Phone: 925-750-6650 Fax: 925-750-6660 AT&T -2436 I FILENAME: ATT -2. DWG I REVISED: MARCH 2016 www.oldcastleprecast.com ATT -2 AT&T NAME PLATE 4EA. 8"4 LIFTING INSERTS IN RISER JTERCHANGEABLE JOINT IITH MASTIC SEALANT EA. 8"0 LIFTING INSERTS J BASE EA. 4"0 DUCTS iWO STEP BLACK) 4EA. 6"X6" KNOCK—OUTS DRAWING MAY NOT CONFORM TO THE MOST CURRENT SPECIFICATION 2'-0" X 3'-0" X 2'-6" (1. D.) SPLICE BOX ASSEMBLY AT&T © 2016 OldcastWprecastj,c. STORAGE AREA APPENDIX - C ORANGE COUNTY SANITATION DISTRICT SPECIAL PURPOSE DISCHARGE PERMIT (SPDP) APPLICATION AND SAMPLE APPLICATION APPLICATION FOR SPECIAL PURPOSE DISCHARGE PERMIT Permit No. A. Instructions Special Purpose Discharge Permits are limited term permits, with a maximum term of one year. For the Orange County Sanitation District (District) to properly evaluate and process a Special Purpose Discharge Permit, ■ The Permit Application form must be filled out completely. Your application will be returned to you if there is missing information. Clearly print or type the information requested. Please write "NIA" if the information being requested does not apply. ■ The Permit Application must be signed by the Chief Operating Officer or official company representative. The District will return your Permit Application if it is not signed by the proper company official. ■ The permit fees and other charges are due at the time the Permit Application is submitted. An application received without remittance will be returned. B. Applicant and Ownership Information Applicant Mailing Address Street Phone Number: ( ) Contact Name: Sewer Service Address: Street Please include a site map Complete Legal Entity Name City State Zip Code Fax Number: ( ) E-mail Address: List all Principal Owners / Major Shareholders of the site and/or business: Name Title Address Name Title Address Name Title Address For Corporations Only: City State Zip Code Year of Incorporation State of Incorporation Corporate Identification No. Prior to commencement of discharge to the local and regional sewerage system, in accordance with the policies and procedures set by the District, the permit applicant must apply for and receive a Special Purpose Discharge Permit from the District. The District may require that permit applicant enter into an agreement setting forth the terms under which the special purpose discharge is authorized in addition to or in lieu of issuance of the Special Purpose Discharge Permit. C. Project and Site Information Describe and submit the following (use additional sheets if necessary): 1. Describe project generating the discharge. Include site drawings and piping layout. 2. Reasons for the discharge request to the sewer system. 3. Analysis of the feasibility of other disposal alternatives (e.g., discharging into storm drains, reuse and reclamation, etc.). 4. Describe the following: ■ Is this a one-time discharge? ❑ Yes ❑ No ■ Do you project this discharge to last longer than one year? Yes ❑ No ■ Projected duration: Of project: Of discharge: ■ Does the facility on this site have a Wastewater Discharge Permit issued by he Orange County Sanitation District? ❑ Yes ❑ No If yes, provide Permit number: ■ Average daily flow (gpd) from this site: gpd ■ If this is a one-time discharge, indicate the total expected discharge for the project: ■ Rate of discharge: gpm • Hours of discharge: From: a. m. To: P.m. • Number of days per week of discharge: gallons PLn T ■ Days of week of discharge (enter X): ue Wed Thu Fri Sat Sun Page 2 of 9 5. Location of discharge point: Include site drawings. 6. Contaminants present in the source of discharge and level of each contaminant. Constituent Level (mglL) Analytical Method Used Include analytical reports. 7. Detailed design and technical information (include drawings and attach additional information). ■ Pretreatment system provided to remove the contaminants. ■ Equipmentlstructure and method to prevent pass-through and interference with the sewerage system in case of temporary outages, emergency shutdown, or sewer surcharge. ■ Best management practices and pollution prevention strategies designed to minimize or eliminate the proposed discharge to the sewer. ■ System to measure and record the discharge to the sewer system (see Attachment 157 for effluent flow meter installation requirements). Page 3 of 9 If effluent measuring device is already installed, please provide the following: Date of last calibration: Type of calibration: Hydraulic Instrumentation Calibration performed in situ? Yes ❑ No The calibration of an existing effluent meter may be acceptable to the District only if: ■ performed in-situ, ■ performed within 30 days prior to this application submittal and in accordance with Attachment 162, and ■ required calibration report (Attachment 162) is submitted with this application. 8. Provisions for District's staff to gain access to the effluent sample point and measuring device for the purpose of verifying compliance. Designate your company's authorized local associate that District's staff can contact to gain access to the sample point and measuring device(s): Name: Address: Street Title: Phone Number: ( ) E-mail: D. Additional Requirements and Certification Please complete and provide the following documents with your application: ■ Certification of Accuracy of Information ■ Sewer Connection Verification Statement ■ Certification of Responsible Officer ■ Option to Designate Signatory (Optional) City State Zip Code Page 4 of 9 APPLICATION FOR SPECIAL PURPOSE DISCHARGE PERMIT Permit No. A. Instructions Special Purpose Discharge Permits are limited term permits, with a maximum term of one year. For the Orange County Sanitation District (District) to properly evaluate and process a Special Purpose Discharge Permit, ■ The Permit Application form must be filled out completely. Your application will be returned to you if there is missing information. Clearly print or type the information requested. Please write "NIA" if the information being requested does not apply. ■ The Permit Application must be signed by the Chief Operating Officer or official company representative. The District will return your Permit Application if it is not signed by the proper company official. ■ The permit fees and other charges are due at the time the Permit Application is submitted. An application received without remittance will be returned. B. Applicant and Ownership Information Applicant: �i�lr'LU S j!�-7N('//VEEE/N�, /A)C , Complete Legal Entity Name Mailing Address: aQA) >G7 S% qN, M j %�O (o Street city State Zip Code Phone Number: q) 7 % q $ O Fax Number: ( ) Contact Name: V -P Vj h, PPI,,--, E-mail Address: h016:21n j,ppi,e p cl ynn t- Y13 C' Sewer Service a Cpoc�o r\J PINj2OYk TQCh &� Address: Street city State Zip Code Please include a site map List all Principal Owners /Major Shareholders of the site and/orbusiness: G �rhr 0 F N6.*J &4- C*At -- 100 ckym cyojy� OR- Nf fes- 6cnc u7 C* 9}660 Name Title Address Name Title Address Name Title Address For Corporations Only: Year of Incorporation State of Incorporation Corporate Identification No. Prior to commencement of discharge to the local and regional sewerage system, in accordance with the policies and procedures set by the District, the permit applicant must apply for and receive a Special Purpose Discharge Permit from the District. The District may require that permit applicant enter into an agreement setting forth the terms under which the special purpose discharge is authorized in addition to or in lieu of issuance of the Special Purpose Discharge Permit. C. Project and Site Information Describe and submit the following (use additional sheets if necessary): 1. Describe project generating the discharge. L11114, I MR. MMM �' 0�4 /M Include site drawings and piping layout. 1 V\A0 S eGUet 2. Reasons for the discharge request to the sewer system. To tower -f-� rz�'vnrr wc4ev /'PSP/ So W cr (G Can l LOmy�Ge---(e b �5a,606/ 04d - -PELc ( o n4-ty On _1:1� [)\,) Q-4--er m a t V? s alai S�-/U /iKnC . 3. Analysis of the feasibility of other disposal alternatives (e.g., discharging into storm drains, reuse and reclamation, etc.). 4. Describe the following: ■ Is this a one-time discharge? Yes ©No ■ Do you project this discharge to last longer than one year? ■ Projected duration: Of project: –( M cry --V» ■ Does the facility on this site have a Wastewater Discharge Permit issued by he Orange County Sanitation District? If yes, provide Permit number: 1-1 Yes ® No Of discharge: G% M Oaf- S ❑ Yes No ■ Average daily flow (gpd) from this site: ';Lr L/® Q gpd ■ If this is a one-time discharge, indicate the total expected discharge for the project: ■ Rate of discharge: 5 gpm ■ Hours of discharge: From: –7: ©e) a. m. To: S = OCA p.m. ■ Number of days per week of discharge: ■ Days of week of discharge (enter X): gallons Mon Tue Wed Thu Fri Sat Sun X:�: "If I,< Page 2 of 9 4 5. Location of discharge point: 62pc?re--{- e>e6ue-r menac% j� c6,rl-en4 { o e-0 -iLiar-) c kq sfr'Oek Z1Q k�e ave� Mcg rCUs eve 5 2•-7d <f (, a C%dcr� X0'4 62101' '!i'a a.'� jt Include site drawings. 6. Contaminants present in the source of discharge and level of each contaminant. Constituent Level (mg/L) Include analytical reports. 7. Detailed design and technical information (include drawings and attach additional information). ■ Pretreatment system provided to remove the contaminants. Analytical Method Used a AW iNTMI •1 �� o ! V r i ' • _ • u u • •NOR_ ■ Equipment/structure and method to prevent pass-through and interference with the sewerage system in case of temporary outages, emergency shutdown, or sewer surcharge. -f ,Primo-, f S G! 'S e -L UP 4-0 NOO fS Y(i/IG, 4 m,'1,11 fit (��- r-i7i�rz pvmR-, gfo S4crr-f- wIneyi `H&f WGtr r reaC(10-5 Ci C 4? r -4a 1/2 mo-);, -f ZNS E , �LL h2v m 12S Of Y- 0 ca 16-_ Lb U j2 +c)(L Gini1/�OX(��cOY ['I'1C�`I CC?? -)ice, 7vr"r(. D ■ Best management practices and pollution prevention strategies designed to minimize or eliminate the proposed discharge to the sewer. ■ System to measure and record the discharge to the sewer system (see Attachment 157 for effluent flow meter installation requirements). 2/�,���� � � M&ryn Ww�, 96r r�-n 0r1 Qtw_ eta* ott �kutwn t* -J - T-0 915'C'H-AA'6* A*+ ,om jT!5, (sc% kt?x*UFc,i Ptfo rb Page 3 of 9 If effluent measuring device is already installed, please provide the following: �`_l .. Date of last calibration: �^, VIA& � FKA4A %, W • (S61& m r'�"�' k �ek SAW) Type of calibration: ❑ Hydraulic ❑ Instrumentation Calibration performed in situ? ❑ Yes ❑ No The calibration of an existing effluent meter may be acceptable to the District only if. ■ performed in-situ, ■ performed within 30 days prior to this application submittal and in accordance with Attachment 162, and ■ required calibration report (Attachment 162) is submitted with this application. 8. Provisions for District's staff to gain access to the effluent sample point and measuring device for the purpose of verifying compliance. MWA- VU -1- 64- 6 A 7% 91srny4 Aar &L TI M&S Designate your company's authorized local associate that District's staff can contact to gain access to the sample point and measuring device(s): Name: M y-2 W h.M22 W_ Title: P('c-) )eC�— M a Vl Q IV� Address: 2,S-1 V t ( o rant ca& ¢, S4- /-t-n a Al ivy\ CA- If 7 V0& Street City State Zip Code Phone Number: (-7 fes() L -(Z - qE-mail: MW tn'%pgjvtaefIrk3, D. Additional Requirements and Certification Please complete and provide the following documents with your application: ■ Certification of Accuracy of Information ■ Sewer Connection Verification Statement ■ Certification of Responsible Officer ■ Option to Designate Signatory (Optional) Page 4 of 9 Certification of Accuracy of Information 1 have personally examined and am familiar with the information submitted in the attached document, and I hereby certify under penalty of law that the submitted information is true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment. Official Company Representative: Name: Al" NahPPLG Signature: Title: �/Gp �+4r✓ih-(r(. Date: 7' #,411-7 Name of the person to contact concerning information provided in this application: Name: AV* W 0+1 PiPt'C- Address: d$? 1 G - Cote.J AM 5r -6=IM4 C* ft -904 Title: 0107G -Gr m4ej)y k„ti, Telephone: C7N) 71/).— 7940 Page 5 of 9 Sewer Connection Verification Statement Connection to District's Sewer System (Trunklines) Connection Permit No.: Connection Address: Discharge Pipe Size: Receiving Trunkline Name / Size: Date Connection/Inspection Fees Paid: inches Maximum Flow Rate: xD Connection to Local Sewer (Collection) Systems Local Sewerage Agency: City of Newport Beach Connection/Encroachment Permit No. (if applicable): Under contract with City Connection Address: Various locations in West Newport Beach Maximum Allowed by Local Sewerage Agency: Varies gpm gpm / inches Name and Title of Local Agency Contact: Michael J. Sinacori, P.E., Assistant City Engineer Contact's Phone No: 949 ) 644-3342 Page 6 of 9 Certification of Responsible Officer I, the undersigned, do hereby certify that 1 meet the definition of a Responsible Officer, as outlined below: A responsible officer is defined as: 1. For a corporation: a. a president, secretary, treasurer, or vice-president in charge of a principle business function, or any other person who performs similar policy- or decision-making functions for the corporation, or b. the manager of one or more manufacturing, production, or operating facilities provided, the manager is authorized to assure long-term environmental compliance with environmental laws and regulations; and where authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures. 2. For partnership or sole proprietorship: a general partner or proprietor, respectively. 3. For a public agency: a general manager, department manager, or supervisor of a public agency who performs policy - or decision-making functions for the public agency. I accept the responsibility for the overall operation of the facility and/or overall responsibility for compliance with all regulatory requirements for the facility from which the wastewater discharge originates. I understand that if, in the future, this information is no longer correct, the District will be notified in writing to establish a new Responsible Officer. Name of Responsible Officer: Michael J. Sinacori, P.E. (Please Print or Type) Signature: Title: Assistant City Engineer Date: 7-26-17 Permit No.: Company Name: City of Newport Beach E-mail Address: Msinacori@newportbeachca.gov NOTE: All correspondence regarding permit, enforcement, and self-monitoring issues (e.g., Self -Monitoring Forms and Reminder Letters, Notices of Violation, Permit Application, etc.) shall be sent to the Responsible Officer or to the Designated Signatory if properly authorized. If there is a change in the Responsible Officer or Designated Signatory in the future, the District must be notified in writing and the appropriate form must be submitted. Page 7 of 9 Certification of Responsible Officer I, the undersigned, do hereby certify that 1 meet the definition of a Responsible Officer, as outlined below. A responsible officer is defined as: 1. For a corporation: a. a president, secretary, treasurer, or vice-president in charge of a principle business function, or any other person who performs similar policy- or decision-making functions for the corporation, or b. the manager of one or more manufacturing, production, or operating facilities provided, the manager is authorized to assure long-term environmental compliance with environmental laws and regulations; and where authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures. 2. For partnership or sole proprietorship: a general partner or proprietor, respectively. 3. For a public agency: a general manager, department manager, or supervisor of a public agency who performs policy - or decision-making functions for the public agency. 1 accept the responsibility for the overall operation of the facility and/or overall responsibility for compliance with all regulatory requirements for the facility from which the wastewater dis harge originates. I understand that if, in the future, this information is no longer correct, the District will be notified in writing to estish a new Responsible Officer. Name of Responsible Officer: � ��C� .Ju 5 u Signature: Title: Date: 7 Il9 10 Permit No.: Company Name: &wutS "n•u&, 2,7� E-mailAddress: (Y+hNr►r,rc..co NOTE: All correspondence regarding permit, enforcement, and self-monitoring issues (e.g., Self -Monitoring Forms and Reminder Letters, Notices of Violation, Permit Application, etc.) shall be sent to the Responsible Officer or to the Designated Signatory if properly authorized. If there is a change in the Responsible Officer or Designated Signatory in the future, the District must be notified in writing and the appropriate form must be submitted. Page 7 of 9 A "H r ORANGE COUNTY SANITATION DISTRICT APPLICATION FOR 9o�c HE EMP SPECIAL PURPOSE DISCHARGE PERMIT APPLICATION PACKAGE CHECKLIST Date of last regular discharge (Not Including purge water for sampling): SUBMITTED ® PERMIT APPLICATION ® PERMIT FEE REMITTANCE ($2,427.56 for New Permit effective July 1, 2017 and $1,500.00 for Renewal) (Include a copy of the check) INFORMATION AND DRAWINGS REQUIREMENTS: ® I. Current Site Drawing and Process Flow Sketch ® ll. Influent Lab Analysis ® III. Certificate of Responsible Officer ❑ IV. Option to Designate Signatory ® V. Effluent Meter In Situ Hydraulic Calibration Report ® VI. Sewer Connection Verification Statement ® VII. Certification of Accuracy of Information ❑ Other: The items checked above were submitted. Applicant Signature Date Note 1: All Signatures must be from the Responsible Officer or Designated Signatory. Consultant Signatures will not be accepted. Note 2: This checklist must be submitted with the SPDP Permit Application. Page 9 of 9 TestAmerica ° THE LEADER IN ENVIRONMENTAL TESTING ANALYTICAL REPORT TestAmerica Laboratories, Inc. TestAmerica Irvine 17461 Derian Ave Suite 100 Irvine, CA 92614-5817 Tel: (949)261-1022 T estAmerica Job ID: 440-188379-1 Client Project/Site: Newport Beach - Water - PEI #1073 Foi Paulus Engineering, Inc 2871 E. Coronado St Anaheim, California 92806 Attn: Mike Whipple A'Z- Authorized for release by. - 712412017 y.7/24/2017 4:53:32 PM Lena Davidkova, Project Manager II (949)261-1022 Jena.davidkova@testamericainc.com The test results in this report meet all 2003 NELAC and 2009 TNI requirements for accredited parameters, exceptions are noted in this report. This report may not be reproduced except in full, and with written approval from the laboratory. For questions please contact the Project Manager at the e-mail address or telephone number listed on this page. This report has been electronically signed and authorized by the signatory. Electronic signature is intended to be the legally binding equivalent of a traditionally handwritten signature. Results relate only to the items tested and the sample(s) as received by the laboratory. Client: Paulus Engineering, Inc Project/Site: Newport Beach - Water - PEI #1073 TestAmerica Job ID: 440-188379-1 Table of Contents Cover Page .............................................. 1 Table of Contents ......................................... 2 Sample Summary ......................................... 3 Case Narrative ........................................... 4 Client Sample Results ...................................... 5 Method Summary ......................................... 7 Lab Chronicle ............................................ 8 QC Sample Results ........................................ 9 QC Association Summary ................................... 19 Definitions/Glossary....................................... 22 Certification Summary ...................................... 23 Chain of Custody .......................................... 24 Receipt Checklists ......................................... 25 TestAmerica Irvine Page 2 of 25 7/24/2017 41 Sample Summary Client: Paulus Engineering, Inc TestAmerica Job ID: 440-188379-1 Project/Site: Newport Beach - Water - PEI #1073 Lab Sample ID Client Sample ID Matrix Collected Received 440-188379-1 Grab Water 07/14/1711:12 07/14/1712:00 TestAmerica Irvine Page 3 of 25 7/24/2017 Case Narrative Client: Paulus Engineering, Inc Project/Site: Newport Beach - Water - PEI #1073 Job ID: 440-188379-1 Laboratory: TestAmerica Irvine Narrative Job Narrative 440-188379-1 Comments No additional comments TestAmerica Job ID: 440-188379-1 Receipt The sample was received on 7/14/2017 12:00 PM; the sample arrived in good condition, properly preserved and, where required, on ice The temperature of the cooler at receipt was 3.4° C. Receipt Exceptions The following sample was activated for TDS analysis by the client on 7/20/17: Grab (440-188379-1). This analysis was not originally requested on the chain -of -custody (COC). GC/MS VOA No analytical or quality issues were noted, other than those described in the Definitions/Glossary page. GC Semi VOA Method(s) 608: Insufficient sample volume was available to perform a.matrix spike/matrix spike duplicate (MS/MSD) associated with preparation batch 440-418052 and analytical batch 440-418372.The laboratory control sample (LCS) was performed in duplicate to provide precision data for this batch.(LCS 440-418052/4-A) Method(s) 608: Insufficient sample volume was available to perform a matrix spike/matrix spike duplicate (MS/MSD) associated with preparation batch 440-418052 and analytical batch 440-418070. The laboratory control sample (LCS) was performed in duplicate to provide precision data for this batch. No additional analytical or quality issues were noted, other than those described above or in the Definitions/Glossary page. Metals No analytical or quality issues were noted, other than those described in the Definitions/Glossary page. General Chemistry Method(s) SM 4500 S2 D: The following sample was diluted due to purple color: Grab (440-188379-1). Elevated reporting limits (RL) are provided. No additional analytical or quality issues were noted, other than those described above or in the Definitions/Glossary page. Organic Prep Method(s) 1664A: Insufficient sample volume was available to perform a matrix spike/matrix spike duplicate (MS/MSD) associated with preparation batch 440-417477 and analytical batch 440-417491. The Laboratory Control Sample (LCS) was performed in duplicate to provide precision data for this batch Method(s) 1664A: Analysis for Hexane Extractable Material (HEM) was performed for the following sample: Grab (440-188379-1). Since the HEM result(s) was below the reporting limit (RL), the result(s) for Silica Gel Treated - Hexane Extractable Material (SGT -HEM) was reported as a non -detect. All HEM quality control criteria were met. No additional analytical or quality issues were noted, other than those described above or in the Definitions/Glossary page. VOA Prep No analytical or quality issues were noted, other than those described in the Definitions/Glossary page. TestAmerica Irvine Page 4 of 25 7/24/2017 Client Sample Results Client: Paulus Engineering, Inc Project/Site: Newport Beach - Water - PEI #1073 TestAmerica Job ID: 440-188379-1 Client Sample ID: Grab Lab Sample ID: 440-188379-1 Date Collected: 07/14/17 11:12 Matrix: Water Date Received: 07/14/17 12:00 Dil Fac Method: 8260B SIM - Volatile Organic Compounds (GC/MS) <0.050 Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac 1,4 -Dioxane <0.50 2.0 0.50 ug/L 07/17/17 21:30 1 Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac Dibromofluoromethane (Surf) 90 80-120 R-11711721 30 1 Method: 608 - Organochlorine Pesticides in Water Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac 4,4' -DDD <0.050 0.10 0.050 ug/L 07/19/17 08:25 07/19/17 18:43 1 4,4' -DDE <0.050 0.10 0.050 ug/L 07/19/17 08:25 07/19/17 18:43 1 4,4' -DDT <0.050 0.10 0.050 ug/L 07/19/17 08:25 07/19/17 18:43 1 Aldrin <0.050 0.10 0.050 ug/L 07/19/17 08:25 07/19/17 18:43 1 alpha -BHC <0.050 0.10 0.050 ug/L 07/19/17 08:25 07/19/17 18:43 1 beta -BHC <0.050 0.10 0.050 ug/L 07/19/17 08:25 07/19/17 18:43 1 Chlordane (technical) <0.50 1.0 0.50 ug/L 07/19/17 08:25 07/19/17 18:43 1 delta -BHC <0.050 0.20 0.050 ug/L 07/19/17 08:25 07/19/17 18:43 1 Dieldrin <0.050 0.10 0.050 ug/L 07/19/17 08:25 07/19/17 18:43 1 Endosulfan 1 <0.050 0.10 0.050 ug/L 07/19/17 08:25 07/19/17 18:43 1 Endosulfan 11 <0.050 0.10 0.050 ug/L 07/19/17 08:25 07/19/17 18:43 1 Endosulfan sulfate <0.10 0.20 0.10 ug/L 07/19/17 08:25 07/19/17 18:43 1 Endrin <0.050 0.10 0.050 ug/L 07/19/17 08:25 07/19/17 18:43 1 Endrin aldehyde <0.050 0.10 0.050 ug/L 07/19/17 08:25 07/19/17 18:43 1 Endrin ketone <0.050 0.10 0.050 ug/L 07/19/17 08:25 07/19/17 18:43 1 gamma -BHC (Lindane) <0.050 0.10 0.050 ug/L 07/19/17 08:25 07/19/17 18:43 1 Heptachlor <0.050 0.10 0.050 ug/L 07/19/17 08:25 07/19/17 18:43 1 Heptachlor epoxide <0.050 0.10 0.050 ug/L 07/19/17 08:25 07/19/17 18:43 1 Methoxychlor <0.050 0.10 0.050 ug/L 07/19/17 08:25 07/19/17 18:43 1 Toxaphene <2.5 5.0 2.5 ug/L 07/19/17 08:25 07/19/17 18:43 1 Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac Tetrachloro-m-xylene 74 16-115 6-7-1-1911708 25 67/19/17 18:43 1 DCB Decachlorobiphenyl (Surr) 52 10-149 07/19/17 08:25 07/19/17 18:43 1 Method: 608 - Polychlorinated Biphenyls (PCBs) (GC) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Aroclor 1221 <0.50 1.0 0.50 ug/L 07/19/17 08:25 07/20/17 11:51 1 Aroclor 1232 <0.50 1.0 0.50 ug/L 07/19/17 08:25 07/20/17 11:51 1 Aroclor 1016 <0.50 1.0 0.50 ug/L 07/19/17 08:25 07/20/17 11:51 1 Aroclor 1242 <0.50 1.0 0.50 ug/L 07/19/17 08:25 07/20/17 11:51 1 Aroclor 1248 <0.50 1.0 0.50 ug/L 07/19/17 08:25 07/20/17 11:51 1 Aroclor 1254 <0.50 1.0 0.50 ug/L 07/19/17 08:25 07/20/17 11:51 1 Aroclor 1260 <0.50 1.0 0.50 ug/L 07/19/17 08:25 07/20/17 11:51 1 Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac DCB Decachlorobiphenyl (Surr) 52 26-115 07/19/17 08:25 0720/17 11:51 1 Method: 200.7 Rev 4.4 - Metals (ICP) - Total Recoverable Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Arsenic 0.10 0.010 0.0089 mg/L 07/18/1715:46 07/19/1713:23 1 Cadmium <0.0025 0.0050 0.0025 mg/L 07/18/1715:46 07/19/1713:23 1 Chromium 0.12 0.0050 0.0025 mg/L 07/18/1715:46 07/19/1713:23 1 Copper 0.075 0.010 0.0050 mg/L 07/18/1715:46 07/19/1713:23 1 TestAmerica Irvine Page 5 of 25 7/24/2017 Client Sample Results Client: Paulus Engineering, Inc Project/Site: Newport Beach - Water - PEI #1073 Client Sample ID: Grab Date Collected: 07/14/17 11:12 Date Received: 07/14/17 12:00 Method: 200.7 Rev 4.4 - Metals (ICP) - Total Recoverable (Continued) TestAmerica Job ID: 440-188379-1 Lab Sample ID: 440-188379-1 Matrix: Water Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Lead 0.040 0.0050 0.0038 mg/L 07/18/1715:46 07/19/1713:23 Molybdenum 0.071 0.020 0.010 mg/L 07/18/1715:46 07/19/1713:23 Nickel 0.079 0.010 0.0050 mg/L 07/18/1715:46 07/19/1713:23 Selenium <0.0087 0.010 0.0087 mg/L 07/18/1715:46 07/19/1713:23 Silver <0.0050 0.010 0.0050 mg/L 07/18/1715:46 07/19/1713:23 Zinc 0.26 0.020 0.012 mg/L 07/18/1715:46 07/19/1713:23 Method: 245.1 - Mercury (CVAA) Analyte Result Qualifier RL MDL Unit Mercury <0.00010 0.00020 0.00010 mg/L General Chemistry Analyte Result Qualifier RL HEM (Oil & Grease) <1.5 5.2 SGT -HEM (Oil and Grease - Nonpolar) <1.5 5.2 Total Dissolved Solids 1100 10 Cyanide, Total <0.013 0.025 Ammonia (as N) 3.5 1.0 Total Sulfide <0.054 0.10 Dil Fac 1 1 1 1 1 1 D Prepared Analyzed Dil Fac 07/17/17 23:31 07/18/17 17:33 1 MDL Unit D Prepared Analyzed 1.5 mg/L 07/15/17 06:38 07/15/17 08:43 1.5 mg/L 07/15/17 06:38 07/15/17 08:43 5.0 mg/L 07/21/17 08:06 0.013 mg/L 07/21/1711:40 07/24/1715:34 0.50 mg/L Unit 07/19/1717:23 0.054 mg/L 0.050 07/18/1716:11 Dil Fac 1 1 1 1 5 2 Analyte Result Qualifier RL RL Unit D Prepared Analyzed Dil Fac Biochemical Oxygen Demand <2.0 2.0 2.0 mg/L 07/14/17 15:17 1 General Chemistry - Dissolved Analyte Result Qualifier RL MDL Unit D Prepared Analyzed oil Fac Sulfide, Dissolved <0.027 HF 0.050 0.027 mg/L 07/17/17 15:10 07/18/17 13:57 1 TestAmerica Irvine Page 6 of 25 7/24/2017 Method Summary Client: Paulus Engineering, Inc Project/Site: Newport Beach - Water - PEI #1073 TestAmerica Job ID: 440-188379-1 Protocol References: 1664A = EPA -821-98-002 40CFR136A = "Methods for Organic Chemical Analysis of Municipal Industrial Wastewater", 40CFR, Part 136, Appendix A, October 26, 1984 and subsequent revisions. EPA = US Environmental Protection Agency SM = "Standard Methods For The Examination Of Water And Wastewater', SW846 = "Test Methods For Evaluating Solid Waste, Physical/Chemical Methods", Third Edition, November 1986 And Its Updates. Laboratory References: TAL IRV = TestAmerica Irvine, 17461 Derian Ave, Suite 100, Irvine, CA 92614-5817, TEL (949)261-1022 TestAmerica Irvine Page 7 of 25 7/24/2017 Laboratory Method Method Description Protocol 8260B SIM Volatile Organic Compounds (GC/MS) SW846 TAL IRV 608 Organochlorine Pesticides in Water 40CFR136A TAL IRV 608 Polychlorinated Biphenyls (PCBs) (GC) 40CFR136A TAL IRV 200.7 Rev 4.4 Metals (ICP) EPA TAL IRV 245.1 Mercury (CVAA) EPA TAL IRV 1664A HEM and SGT -HEM 1664A TAL IRV SM 2540C Solids, Total Dissolved (TDS) SM TAL IRV SM 4500 CN E Cyanide, Total SM TAL IRV SM 4500 NH3 G Ammonia SM TAL IRV SM 4500 S2 D Sulfide, Total SM TAL IRV SM5210B BOD, 5 Day SM TAL IRV Protocol References: 1664A = EPA -821-98-002 40CFR136A = "Methods for Organic Chemical Analysis of Municipal Industrial Wastewater", 40CFR, Part 136, Appendix A, October 26, 1984 and subsequent revisions. EPA = US Environmental Protection Agency SM = "Standard Methods For The Examination Of Water And Wastewater', SW846 = "Test Methods For Evaluating Solid Waste, Physical/Chemical Methods", Third Edition, November 1986 And Its Updates. Laboratory References: TAL IRV = TestAmerica Irvine, 17461 Derian Ave, Suite 100, Irvine, CA 92614-5817, TEL (949)261-1022 TestAmerica Irvine Page 7 of 25 7/24/2017 Lab Chronicle Client: Paulus Engineering, Inc Project/Site: Newport Beach - Water - PEI #1073 Client Sample ID: Grab Date Collected: 07/14/17 11:12 Date Received: 07/14/17 12:00 TestAmerica Job ID: 440-188379-1 Lab Sample ID: 440-188379-1 Matrix: Water Laboratory References: TAL IRV = TestAmerica Irvine, 17461 Derian Ave, Suite 100, Irvine, CA 92614-5817, TEL (949)261-1022 TestAmerica Irvine Page 8 of 25 7/24/2017 Batch Batch Dil Initial Final Batch Prepared Prep Type Type Method Run Factor Amount Amount Number or Analyzed Analyst Lab Total/NA Analysis 82606 SIM 1 10 mL 10 mL 417740 0-7/-17/1721 30 GK TAL IRV Total/NA Prep 608 250 mL 2 mL 418052 07/19/17 08:25 FTD TAL IRV Total/NA Analysis 608 1 418070 07/19/17 18:43 KS TAL IRV Total/NA Prep 608 250 mL 2 mL 418052 07/19/17 08:25 FTD TAL IRV Total/NA Analysis 608 1 418372 07/20/17 11:51 IVA TAL IRV Total Recoverable Prep 200.2 25 mL 25 mL 417923 07/18/17 15:46 JL TAL IRV Total Recoverable Analysis 200.7 Rev 4.4 1 418136 07/19/17 13:23 EN TAL IRV Total/NA Prep 245.1 20 mL 20 mL 417767 07/17/17 23:31 DB TAL IRV Total/NA Analysis 245.1 1 418223 07/18/17 17:33 EN TAL IRV Total/NA Prep 1664A 965 mL 1000 mL 417477 07/15/17 06:38 JC1 TAL IRV Total/NA Analysis 1664A 1 417491 07/15/17 08:43 JC1 TAL IRV Total/NA Analysis SM 2540C 1 100 mL 100 mL 418541 07/21/17 08:06 XL TAL IRV Total/NA Prep Distill/CN 50 mL 50 mL 418607 07/21/17 11:40 EC1 TAL IRV Total/NA Analysis SM 4500 CN E 1 419060 07/24/17 15:34 EC1 TAL IRV Total/NA Analysis SM 4500 NH3 G 5 0.8 mL 8 mL 418202 07/19/17 17:23 MMH TAL IRV Dissolved Prep SM 4500 S2 B 7.5 mL 7.5 mL 417684 07/17/17 15:10 HTL TAL IRV Dissolved Analysis SM 4500 S2 D 1 7.5 mL 7.5 mL 417890 07/18/17 13:57 HTL TAL IRV Total/NA Analysis SM 4500 S2 D 2 7.5 mL 7.5 mL 417928 07/18/17 16:11 HTL TAL IRV Total/NA Analysis SM5210B 1 417307 07/14/17 15:17 MMP TAL IRV Laboratory References: TAL IRV = TestAmerica Irvine, 17461 Derian Ave, Suite 100, Irvine, CA 92614-5817, TEL (949)261-1022 TestAmerica Irvine Page 8 of 25 7/24/2017 QC Sample Results Client: Paulus Engineering, Inc Project/Site: Newport Beach - Water - PEI #1073 Method: 8260B SIM - Volatile Organic Compounds (GC/MS) Lab Sample ID: MB 440-417740/2 Matrix: Water Analysis Batch: 417740 MB MB Analyte Result Qualifier RL MDL Unit 1,4 -Dioxane <0.50 2.0 0.50 ug/L MB MB Surrogate %Recovery Qualifier Limits Dibromofluoromethane (Surr) 89 80-120 Lab Sample ID: LCS 440-417740/3 Matrix: Water Analysis Batch: 417740 Analyte 1,4 -Dioxane TestAmerica Job ID: 440-188379-1 Client Sample ID: Method Blank Prep Type: Total/NA D Prepared Analyzed Dil Fac 07/17/17 19:56 1 Prepared Analyzed Dil Fac 07/17/1719:56 1 Client Sample ID: Lab Control Sample Prep Type: Total/NA Spike LCS LCS %Rec. Added Result Qualifier Unit D %Rec Limits 10.0 10.2 ug/L 102 70-125 LCS LCS Surrogate %Recovery Qualifier Limits Dibromofluoromethane (Surr) 90 80-120 Lab Sample ID: 440-188379-1 MS Matrix: Water Analysis Batch: 417740 Sample Sample Analyte Result Qualifier 1,4 -Dioxane <0.50 MS MS Surrogate %Recovery Qualifier Dibromofluoromethane (Surr) 90 Lab Sample ID: 440-188379-1 MSD Matrix: Water Analysis Batch: 417740 Sample Sample Analyte Result Qualifier 1,4 -Dioxane <0.50 MSD MSD Surrogate %Recovery Qualifier Dibromofluoromethane (Surr) 92 Client Sample ID: Grab Prep Type: Total/NA Spike MS MS %Rec. Added Result Qualifier Unit D %Rec Limits 10.0 10.5 ug/L 105 70-130 Limits 80-120 Client Sample ID: Grab Prep Type: Total/NA Spike MSD MSD %Rec. RPD Added Result Qualifier Unit D %Rec Limits RPD Limit 10.0 11.6 ug/L 116 70-130 10 30 Limits 80-120 Method: 608 - Organochlorine Pesticides in Water Lab Sample ID: MB 440-418052/1-A Matrix: Water Analysis Batch: 418070 Analyte 4,4' -DDD 4,4' -DDE 4,4' -DDT Aldrin alpha -BHC Client Sample ID: Method Blank Prep Type: Total/NA Prep Batch: 418052 MB MB Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac <0.050 0.10 0.050 ug/L 07/19/17 08:25 07/19/17 17:59 1 <0.050 0.10 0.050 ug/L 07/19/17 08:25 07/19/17 17:59 1 <0.050 0.10 0.050 ug/L 07/19/17 08:25 07/19/17 17:59 1 <0.050 0.10 0.050 ug/L 07/19/17 08:25 07/19/17 17:59 1 <0.050 0.10 0.050 ug/L 07/19/17 08:25 07/19/17 17:59 1 TestAmerica Irvine Page 9 of 25 7/24/2017 QC Sample Results Client: Paulus Engineering, Inc Project/Site: Newport Beach - Water - PEI #1073 TestAmerica Job ID: 440-188379-1 Method: 608 - Organochlorine Pesticides in Water (Continued) Lab Sample ID: MB 440-418052/1-A Client Sample ID: Method Blank Matrix: Water Prep Type: Total/NA Analysis Batch: 418070 Prep Batch: 418052 MB MB Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac beta -BHC <0.050 0.10 0.050 ug/L 07/19/17 08:25 07/19/17 17:59 1 Chlordane (technical) <0.50 1.0 0.50 ug/L 07/19/17 08:25 07/19/17 17:59 1 delta -BHC <0.050 0.20 0.050 ug/L 07/19/17 08:25 07/19/17 17:59 1 Dieldrin <0.050 0.10 0.050 ug/L 07/19/17 08:25 07/19/17 17:59 1 Endosulfan 1 <0.050 0.10 0.050 ug/L 07/19/17 08:25 07/19/17 17:59 1 Endosulfan 11 <0.050 0.10 0.050 ug/L 07/19/17 08:25 07/19/17 17:59 1 Endosulfan sulfate <0.10 0.20 0.10 ug/L 07/19/17 08:25 07/19/17 17:59 1 Endrin <0.050 0.10 0.050 ug/L 07/19/17 08:25 07/19/17 17:59 1 Endrin aldehyde <0.050 0.10 0.050 ug/L 07/19/17 08:25 07/19/17 17:59 1 Endrin ketone <0.050 0.10 0.050 ug/L 07/19/17 08:25 07/19/17 17:59 1 gamma -BHC (Lindane) <0.050 0.10 0.050 ug/L 07/19/17 08:25 07/19/17 17:59 1 Heptachlor <0.050 0.10 0.050 ug/L 07/19/17 08:25 07/19/17 17:59 1 Heptachlor epoxide <0.050 0.10 0.050 ug/L 07/19/17 08:25 07/19/17 17:59 1 Methoxychlor <0.050 0.10 0.050 ug/L 07/19/17 08:25 07/19/17 17:59 1 Toxaphene <2.5 5.0 2.5 ug/L 07/19/17 08:25 07/19/17 17:59 1 MB MS Surrogate %Recovery Qualifier Limits Prepared Analyzed DY Fac Tetrachloro-m-xylene 81 16-115 07/19/17 08:25 07/19/17 17:59 1 DCB Decachlorobiphenyl (Surr) 80 10-149 07/19/17 08:25 07/19/17 17:59 1 Lab Sample ID: LCS 440-418052/2-A Client Sample ID: Lab Control Sample Matrix: Water Prep Type: Total/NA Analysis Batch: 418070 Prep Batch: 418052 Spike LCS LCS %Rec. Analyte Added Result Qualifier Unit D %Rec Limits 4,4' -DDD 0.400 0.374 ug/L 93 31-141 4,4' -DDE 0.400 0.374 ug/L 94 30-145 4,4' -DDT 0.400 0.351 ug/L 88 25-150 Aldrin 0.400 0.388 ug/L 97 42-122 alpha -BHC 0.400 0.401 ug/L 100 37-134 beta -BHC 0.400 0.357 ug/L 89 17-147 delta -BHC 0.400 0.397 ug/L 99 19-140 Dieldrin 0.400 0.390 ug/L 98 36-146 Endosulfan 1 0.400 0.398 ug/L 99 45-150 Endosulfan II 0.400 0.390 ug/L 97 10-150 Endosulfan sulfate 0.400 0.375 ug/L 94 26-144 Endrin 0.400 0.420 ug/L 105 30-147 Endrin aldehyde 0.400 0.371 ug/L 93 47-115 Endrin ketone 0.400 0.371 ug/L 93 52-115 gamma -BHC (Lindane) 0.400 0.377 ug/L 94 32-127 Heptachlor 0.400 0.372 ug/L 93 34-115 Heptachlor epoxide 0.400 0.399 ug/L 100 37-142 Methoxychlor 0.400 0.395 ug/L 99 55-115 LCS LCS Surrogate %Recovery Qualifier Limits Tetrachloro-m-xylene 89 16-115 DCB Decachlorobiphenyl (Surr) 76 10-149 TestAmerica Irvine Page 10 of 25 7/24/2017 QC Sample Results Client: Paulus Engineering, Inc TestAmerica Job ID: 440-188379-1 Project/Site: Newport Beach - Water - PEI #1073 Method: 608 - Organochlorine Pesticides in Water (Continued) Lab Sample ID: LCSD 440-418052/3-A Client Sample ID: Lab Control Sample Dup Matrix: Water Prep Type: Total/NA Analysis Batch: 418070 Prep Batch: 418052 Spike LCSD LCSD %Rec. RPD Analyte Added Result Qualifier Unit D %Rec Limits RPD Limit 4,4' -DDD 0.400 0.366 ug/L 91 31-141 2 35 4,4' -DDE 0.400 0.366 ug/L 91 30-145 2 35 4,4' -DDT 0.400 0.348 ug/L 87 25-150 1 35 Aldrin 0.400 0.383 ug/L 96 42-122 1 35 alpha -BHC 0.400 0.397 ug/L 99 37-134 1 35 beta -BHC 0.400 0.350 ug/L 88 17-147 2 35 delta -BHC 0.400 0.390 ug/L 98 19-140 2 35 Dieldrin 0.400 0.388 ug/L 97 36-146 1 35 Endosulfan1 0.400 0.392 ug/L 98 45-150 1 35 Endosulfan 11 0.400 0.380 ug/L 95 10-150 3 35 Endosulfan sulfate 0.400 0.375 ug/L 94 26-144 1 35 Endrin 0.400 0.414 ug/L 104 30-147 1 35 Endrin aldehyde 0.400 0.363 ug/L 91 47-115 2 35 Endrin ketone 0.400 0.370 ug/L 93 52-115 0 35 gamma-BHC(Lindane) 0.400 0.364 ug/L 91 32-127 3 35 Heptachlor 0.400 0.370 ug/L 92 34-115 1 35 Heptachlor epoxide 0.400 0.392 ug/L 98 37-142 2 35 Methoxychlor 0.400 0.393 ug/L 98 55-115 1 35 LCSD LCSD Surrogate %Recovery Qualifier Limits Tetrachloro-m-xylene 84 16-115 DCB Decachlorobiphenyl (Surr) 70 10-149 Method: 608 - Polychlorinated Biphenyls (PCBs) (GC) Lab Sample ID: MB 440-418052/1-A Client Sample ID: Method Blank Matrix: Water Prep Type: Total/NA Analysis Batch: 418372 Prep Batch: 418052 MB MB Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Aroclor 1221 <0.50 1.0 0.50 ug/L 07/19/17 08:25 07/20/17 11:11 1 Aroclor 1232 <0.50 1.0 0.50 ug/L 07/19/17 08:25 07/20/17 11:11 1 Aroclor 1016 <0.50 1.0 0.50 ug/L 07/19/17 08:25 07/20/17 11:11 1 Aroclor 1242 <0.50 1.0 0.50 ug/L 07/19/17 08:25 07/20/17 11:11 1 Aroclor 1248 <0.50 1.0 0.50 ug/L 07/19/17 08:25 07/20/17 11:11 1 Aroclor 1254 <0.50 1.0 0.50 ug/L 07/19/17 08:25 07/20/17 11:11 1 Aroclor 1260 <0.50 1.0 0.50 ug/L 07/19/17 08:25 07/20/17 11:11 1 MB MB Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac DCB Decachlorobiphenyl (Surr) 70 26-115 07/19/17 0825 07/20/17 11:11 1 Lab Sample ID: LCS 440-418052/4-A Client Sample ID: Lab Control Sample Matrix: Water Prep Type: Total/NA Analysis Batch: 418372 Prep Batch: 418052 Spike LCS LCS %Rec. Analyte Added Result Qualifier Unit D %Rec Limits Aroclor 1016 4.00 3.47 ug/L 87 50 -115 TestAmerica Irvine Page 11 of 25 7/24/2017 QC Sample Results Client: Paulus Engineering, Inc Project/Site: Newport Beach - Water - PEI #1073 TestAmerica Job ID: 440-188379-1 Method: 608 - Polychlorinated Biphenyls (PCBs) (GC) (Continued) Lab Sample ID: LCS 440-418052/4-A Client Sample ID: Lab Control Sample Matrix: Water Prep Type: Total/NA Analysis Batch: 418372 Prep Batch: 418052 Spike LCS LCS %Rec. Analyte Added Result Qualifier Unit D %Rec Limits Aroclor 1260 4.00 3.44 ug/L 86 10-127 LCS LCS Surrogate %Recovery Qualifier DCB Decachlorobiphenyl (Surr) 70 Lab Sample ID: LCSD 440-418052/5-A Matrix: Water Analysis Batch: 418372 Analyte Aroclor 1016 Aroclor 1260 Limits 26-115 • LCSD LCSD Surrogate %Recovery Qualifier Limits DCB Decachlorobiphenyl (Surr) 80 26-115 Method: 200.7 Rev 4.4 - Metals (ICP) Lab Sample ID: MB 440-417923/1-A Client Sample ID: Lab Control Sample Dup Added Result Qualifier Prep Type: Total/NA Matrix: Water 0.500 Prep Batch: 418052 Spike LCSD LCSD %Rec. RPD Added Result Qualifier Unit D %Rec Limits RPD Limit 4.00 3.55 ug/L 89 50 -115 2 30 4.00 3.54 ug/L 89 10-127 3 30 LCSD LCSD Surrogate %Recovery Qualifier Limits DCB Decachlorobiphenyl (Surr) 80 26-115 Method: 200.7 Rev 4.4 - Metals (ICP) Lab Sample ID: MB 440-417923/1-A LCS LCS Added Result Qualifier Client Sample ID: Method Blank Matrix: Water 0.500 0.524 0.500 0.516 Prep Type: Total Recoverable Analysis Batch: 418136 0.500 0.512 0.500 0.525 0.500 Prep Batch: 417923 0.500 MB MB 0.250 0.240 105 85-115 mg/L Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Arsenic <0.0089 0.010 0.0089 mg/L 07/18/1715:46 07/1911713:19 1 Cadmium <0.0025 0.0050 0.0025 mg/L 07/18/1715:46 07/19/1713:19 1 Chromium <0.0025 0.0050 0.0025 mg/L 07/18/1715:46 07/19/1713:19 1 Copper <0.0050 0.010 0.0050 mg/L 07/18/1715:46 07/19/1713:19 1 Lead <0.0038 0.0050 0.0038 mg/L 07/18/1715:46 07/19/1713:19 1 Molybdenum <0.010 0.020 0.010 mg/L 07/18/1715:46 07/19/1713:19 1 Nickel <0.0050 0.010 0.0050 mg/L 07/18/1715:46 07/19/1713:19 1 Selenium <0.0087 0.010 0.0087 mg/L 07/18/1715:46 07/19/1713:19 1 Silver <0.0050 0.010 0.0050 mg/L 07/18/1715:46 07/19/1713:19 1 Zinc <0.012 0.020 0.012 mg/L 07/18/1715:46 07/19/1713:19 1 Lab Sample ID: LCS 440-417923/2-A Matrix: Water Analysis Batch: 418136 Analyte Arsenic Cadmium Chromium Copper Lead Molybdenum Nickel Selenium Silver Spike LCS LCS Added Result Qualifier 0.500 0.500 0.500 0.524 0.500 0.516 0.500 0.503 0.500 0.512 0.500 0.525 0.500 0.515 0.500 0.494 0.250 0.240 Page 12 of 25 Client Sample ID: Lab Control Sample Prep Type: Total Recoverable Prep Batch: 417923 TestAmerica Irvine 7/24/2017 %Rec. Unit D %Rec Limits mg/L 100 8-5-115 mg/L 105 85-115 mg/L 103 85-115 mg/L 101 85-115 mg/L 102 85-115 mg/L 105 85-115 mg/L 103 85-115 mg/L 99 85-115 mg/L 96 85-115 TestAmerica Irvine 7/24/2017 QC Sample Results Client: Paulus Engineering, Inc Project/Site: Newport Beach - Water - PEI #1073 TestAmerica Job ID: 440-188379-1 Method: 200.7 Rev 4.4 - Metals (ICP) (Continued) Lab Sample ID: LCS 440-417923/2-A Client Sample ID: Lab Control Sample Matrix: Water Prep Type: Total Recoverable Analysis Batch: 418136 Prep Batch: 417923 Spike LCS LCS %Rec. Analyte Added Result Qualifier Unit D %Rec Limits Zinc 0.500 0.506 mg/L 101 85-115 Lab Sample ID: 440-188379-1 MS Client Sample ID: Grab Matrix: Water Prep Type: Total Recoverable Analysis Batch: 418136 Prep Batch: 417923 Sample Sample Spike MS MS %Rec. Analyte Result Qualifier Added Result Qualifier Unit D %Rec Limits Arsenic 0.10 0.500 0.616 mg/L 102 70-130 Cadmium <0.0025 0.500 0.491 mg/L 98 70-130 Chromium 0.12 0.500 0.676 mg/L 111 70-130 Copper 0.075 0.500 0.616 mg/L 108 70-130 Lead 0.040 0.500 0.528 mg/L 98 70-130 Molybdenum 0.071 0.500 0.584 mg/L 103 70-130 Nickel 0.079 0.500 0.598 mg/L 104 70-130 Selenium <0.0087 0.500 0.486 mg/L 97 70-130 Silver <0.0050 0.250 0.255 mg/L 102 70-130 Zinc 0.26 0.500 0.786 mg/L 105 70-130 Lab Sample ID: 440-188379-1 MSD Client Sample ID: Grab Matrix: Water Prep Type: Total Recoverable Analysis Batch: 418136 Prep Batch: 417923 Sample Sample Spike MSD MSD %Rec. RPD Analyte Result Qualifier Added Result Qualifier Unit D %Rec Limits RPD Limit Arsenic 0.10 0.500 0.604 mg/L 100 70 -130 2 20 Cadmium <0.0025 0.500 0.483 mg/L 97 70-130 2 20 Chromium 0.12 0.500 0.644 mg/L 105 70-130 5 20 Copper 0.075 0.500 0.595 mg/L 104 70-130 4 20 Lead 0.040 0.500 0.508 mg/L 94 70-130 4 20 Molybdenum 0.071 0.500 0.562 mg/L 98 70-130 4 20 Nickel 0.079 0.500 0.571 mg/L 98 70-130 5 20 Selenium <0.0087 0.500 0.465 mg/L 93 70-130 4 20 Silver <0.0050 0.250 0.250 mg/L 100 70-130 2 20 Zinc 0.26 0.500 0.753 mg/L 98 70-130 4 20 Method: 245.1 - Mercury (CVAA Lab Sample ID: MB 440-417767/1-A Matrix: Water Analysis Batch: 418223 MB MB Analyte Result Qualifier Mercury <0.00010 Lab Sample ID: LCS 440-417767/2-A Matrix: Water Analysis Batch: 418223 Analyte Mercury Client Sample ID: Method Blank Prep Type: Total/NA Prep Batch: 417767 RL MDL Unit D Prepared Analyzed Dil Fac 0.00020 0.00010 mg/L 07/17/17 23:31 07/18/17 17:09 1 Client Sample ID: Lab Control Sample Prep Type: Total/NA Prep Batch: 417767 Spike LCS LCS %Rec. Added Result Qualifier Unit D %Rec Limits 0.00800 0.00725 mg/L 91 85 -115 Page 13 of 25 TestAmerica Irvine 7/24/2017 QC Sample Results Client: Paulus Engineering, Inc Project/Site: Newport Beach - Water - PEI #1073 Lab Sample ID: 550 -85686 -AB -1-F MS Matrix: Water Analysis Batch: 418223 Sample Sample Analyte Result Qualifier Mercury <0.00010 Lab Sample ID: 550 -85686 -AB -1-G MSD Matrix: Water Analysis Batch: 418223 Sample Sample Analyte Result Qualifier Mercury <0.00010 Spike MS MS Added Result Qualifier Unit 0.00800 0.00611 mg/L TestAmerica Job ID: 440-188379-1 Client Sample ID: Matrix Spike Prep Type: Total/NA Prep Batch: 417767 %Rec. D %Rec Limits 76 70-130 Client Sample ID: Matrix Spike Duplicate Prep Type: Total/NA Prep Batch: 417767 Spike MSD MSD %Rec. RPD Added Result Qualifier Unit D %Rec Limits RPD Limit 0.00800 0.00606 mg/L 76 _70-130 1 20 Method: 1664A - HEM and SGT -HEM Lab Sample ID: MB 440-417477/1-A Client Sample ID: Method Blank Matrix: Water Prep Type: Total/NA Analysis Batch: 417491 Prep Batch: 417477 MB MB Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac HEM (Oil & Grease) <1.4 5.0 1.4 mg/L 07/15/17 06:38 07/15/17 08:43 1 Lab Sample ID: LCS 440-417477/2-A Client Sample ID: Lab Control Sample Matrix: Water Prep Type: Total/NA Analysis Batch: 417491 Prep Batch: 417477 Spike LCS LCS %Rec. Analyte Added Result Qualifier Unit D %Rec Limits HEM (Oil & Grease) 40.0 31.90 mg/L 80 78-114 Lab Sample ID: LCSD 440-417477/3-A Client Sample ID: Lab Control Sample Dup Matrix: Water Prep Type: Total/NA Analysis Batch: 417491 Prep Batch: 417477 Spike LCSD LCSD %Rec. RPD Analyte Added Result Qualifier Unit D %Rec Limits RPD Limit HEM (Oil & Grease) 40.0 35.10 mg/L 88 78-114 10 11 Method: SM 2540C - Solids, Total Dissolved (TDS) Lab Sample ID: MB 440-418541/1 Matrix: Water Analysis Batch: 418541 Analyte Total Dissolved Solids Lab Sample ID: LCS 440-418541/2 Matrix: Water Analysis Batch: 418541 Analyte Total Dissolved Solids Client Sample ID: Method Blank Prep Type: Total/NA MB MB Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac <5.0 10 5.0 mg/L 07/21/17 08:06 1 Client Sample ID: Lab Control Sample Prep Type: Total/NA Spike LCS LCS %Rec. Added Result Qualifier Unit D %Rec Limits 1000 984 mg/L 98 90-110 Page 14 of 25 TestAmerica Irvine 7/24/2017 QC Sample Results Client: Paulus Engineering, Inc TestAmerica Job ID: 440-188379-1 Project/Site: Newport Beach - Water - PEI #1073 Method: SM 2540C - Solids, Total Dissolved (TDS) (Continued Lab Sample ID: 440-188487-J-2 DU Matrix: Water Analysis Batch: 418541 Sample Sample Analyte Result Qualifier Total Dissolved Solids 11000 Method: SM 4500 CN E - Cyanide, Total Lab Sample ID: MB 440-418607/1-A Matrix: Water Analysis Batch: 419060 MB MB Analyte Result Qualifier Cyanide, Total <0.013 Lab Sample ID: LCS 440-418607/2-A Matrix: Water Analysis Batch: 419060 Analyte LCyanide, Total Lab Sample ID: 440-188314-1-1-B MS Matrix: Water Analysis Batch: 419060 Sample Sample Analyte Result Qualifier Cyanide, Total <0.013 Lab Sample ID: 440-188314-1-1-C MSD Matrix: Water Analysis Batch: 419060 Sample Sample Analyte Result Qualifier Cyanide, Total <0.013 Method: SM 4500 NH3 G - Ammonia Lab Sample ID: MB 440-418202/10 Matrix: Water Analysis Batch: 418202 MB MB Analyte Result Qualifier Ammonia (as N) <0.10 Lab Sample ID: LCS 440-418202/11 Matrix: Water Analysis Batch: 418202 Analyte Ammonia (as N) Client Sample ID: Duplicate Prep Type: Total/NA DU DU RPD Result Qualifier Unit D RPD Limit 11000 mg/L 0 5 Client Sample ID: Method Blank Prep Type: Total/NA Prep Batch: 418607 RL MDL Unit D Prepared Analyzed Dil Fac 0.025 0.013 mg/L 07/21/1711:40 07/24/1715:34 1 Client Sample ID: Lab Control Sample Prep Type: Total/NA Prep Batch: 418607 Spike LCS LCS %Rec. Added Result Qualifier Unit D %Rec Limits 0.200 0.188 mg/L 94 90-110 Client Sample ID: Matrix Spike Prep Type: Total/NA Prep Batch: 418607 Spike MS MS %Rec. Added Result Qualifier Unit D %Rec Limits 0.200 0.165 mg/L 83 70-115 Client Sample ID: Matrix Spike Duplicate Prep Type: Total/NA Prep Batch: 418607 Spike MSD MSD %Rec. RPD Added Result Qualifier Unit D %Rec Limits RPD Limit 0.200 0.159 mg/L 80 70-115 4 15 Client Sample ID: Method Blank Prep Type: Total/NA RL MDL Unit D Prepared Analyzed Dil Fac 0.20 0.10 mg/L 07/19/1716:51 1 Client Sample ID: Lab Control Sample Prep Type: Total/NA Spike LCS LCS %Rec. Added Result Qualifier Unit D %Rec Limits 5.00 4.95 mg/L 99 90-110 Page 15 of 25 TestAmerica Irvine 7/24/2017 QC Sample Results Client: Paulus Engineering, Inc Project/Site: Newport Beach - Water - PEI #1073 Method: SM 4500 NH3 G - Ammonia (Continued Lab Sample ID: MRL 440-418202/9 %Rec. Matrix: Water Unit D %Rec Limits Analysis Batch: 418202 mg/L 81 10-200 Analysis Batch: 417928 Spike Analyte Added Ammonia (as N) MS MS 0.200 Lab Sample ID: 440-188462-N-1 MS Analyte Result Qualifier Matrix: Water D %Rec Limits 5.32 Analysis Batch: 418202 104 90-110 0.411 Sample Sample Spike Analyte Result Qualifier Added Ammonia (as N) 0.13 J 5.00 Lab Sample ID: 440-188462-N-1 MSD Prep Type: Total/NA Matrix: Water Analysis Batch: 418202 Sample Sample Sample Sample Spike Analyte Result Qualifier Added Ammonia (as N) 0.13 J 5.00 Method: SM 4500 S2 D - Sulfide, Total Lab Sample ID: MB 440-417928/3 Matrix: Water Analysis Batch: 417928 MB MB Analyte Result Qualifier Total Sulfide <0.027 Lab Sample ID: LCS 440-417928/4 Matrix: Water Analysis Batch: 417928 Analyte Total Sulfide TestAmerica Job ID: 440-188379-1 Client Sample ID: Lab Control Sample Prep Type: Total/NA MRL MRL %Rec. Result Qualifier Unit D %Rec Limits 0.162 J mg/L 81 10-200 Analysis Batch: 417928 Client Sample ID: Matrix Spike Prep Type: Total/NA Spike MS MS %Rec. Analyte Result Qualifier Unit D %Rec Limits 5.32 mg/L 104 90-110 Client Sample ID: Matrix Spike Duplicate Prep Type: Total/NA MSD MSD %Rec. RPD Result Qualifier Unit D %Rec Limits RPD Limit 5.31 mg/L 104 90-110 0 15 Client Sample ID: Method Blank Prep Type: Total/NA RL MDL Unit D Prepared Analyzed Dil Fac 0.050 0.027 mg/L 07/18/1716:10 1 Client Sample ID: Lab Control Sample Prep Type: Total/NA Spike LCS LCS %Rec. Added Result Qualifier Unit D %Rec Limits 0.500 0.418 mg/L 84 80-120 Lab Sample ID: LCSD 440-417928/5 Client Sample ID: Lab Control Sample Dup Matrix: Water Prep Type: Total/NA Analysis Batch: 417928 Spike LCSD LCSD %Rec. RPD Analyte Added Result Qualifier Unit D %Rec Limits RPD Limit Total Sulfide 0.500 0.411 mg/L 82 80-120 2 20 Lab Sample ID: 720-80676-E-3 MS Client Sample ID: Matrix Spike Matrix: Water Prep Type: Total/NA Analysis Batch: 417928 Sample Sample Spike MS MS %Rec. Analyte Result Qualifier Added Result Qualifier Unit D %Rec Limits Total Sulfide 10.027 F1 0.500 0.331 Fi mg/L 66 70.130 Page 16 of 25 TestAmerica Irvine 7/24/2017 QC Sample Results Client: Paulus Engineering, Inc Project/Site: Newport Beach - Water - PEI #1073 Method: SM 4500 S2 D - Sulfide, Total (Continu( Lab Sample ID: 720-80676-E-3 MSD Matrix: Water Analysis Batch: 417928 Sample Sample Analyte Result Qualifier Total Sulfide <0.027 F1 Lab Sample ID: MB 440-417684/1-A Matrix: Water Analysis Batch: 417890 MB MB Analyte Result Qualifier Sulfide, Dissolved <0.027 Lab Sample ID: LCS 440-417684/2-A Matrix: Water Analysis Batch: 417890 Analyte Sulfide, Dissolved Lab Sample ID: 440 -188389 -C -1-B MS Matrix: Water Analysis Batch: 417890 Sample Sample Spike Analyte Result Qualifier Added Sulfide, Dissolved <0.027 F1 0.500 Lab Sample ID: 440 -188389 -C -1-C MSD Matrix: Water Analysis Batch: 417890 Sample Sample Spike Analyte Result Qualifier Added Sulfide, Dissolved <0.027 F1 0.500 TestAmerica Job ID: 440-188379-1 Client Sample ID: Matrix Spike Duplicate Prep Type: Total/NA Spike MSD MSD %Rec. RPD Added Result Qualifier Unit D %Rec Limits RPD Limit 0.500 0.316 F1 mg/L 63 70 -130 5 30 Client Sample ID: Method Blank Prep Type: Dissolved Prep Batch: 417684 RL MDL Unit D Prepared Analyzed Dil Fac 0.050 0.027 mg/L 07/17/1715:10 07/18/1713:57 1 Client Sample ID: Lab Control Sample Prep Type: Dissolved Prep Batch: 417684 Spike LCS LCS %Rec. Added Result Qualifier Unit D %Rec Limits 0.500 0.402 mg/L 80 80.120 Client Sample ID: Matrix Spike Prep Type: Dissolved Prep Batch: 417684 MS MS %Rec. Result Qualifier Unit D %Rec Limits 0.326 F1 mg/L 65 70-130 Client Sample ID: Matrix Spike Duplicate Prep Type: Dissolved Prep Batch: 417684 MSD MSD %Rec. RPD Result Qualifier Unit D %Rec Limits RPD Limit 0.323 F1 mg/L 65 70-130 1 30 Method: SM5210B - BOD, 5 Day Lab Sample ID: USB 440-417307/1 Client Sample ID: Method Blank Matrix: Water Prep Type: Total/NA Analysis Batch: 417307 USB USB Analyte Result Qualifier RL RL Unit D Prepared Analyzed Dil Fac Biochemical Oxygen Demand <2.0 2.0 2.0 mg/L 07/14/17 08:17 1 Lab Sample ID: LCS 440-417307/4 Client Sample ID: Lab Control Sample Matrix: Water Prep Type: Total/NA Analysis Batch: 417307 Spike LCS LCS %Rec. Analyte Added Result Qualifier Unit D %Rec Limits Biochemical Oxygen Demand 199 179 mg/L 90 85-115 TestAmerica Irvine Page 17 of 25 7/24/2017 QC Sample Results Client: Paulus Engineering, Inc Project/Site: Newport Beach - Water - PEI #1073 TestAmerica Job ID: 440-188379-1 Method: SM5210B - BOD, 5 Day (Continued) Lab Sample ID: LCSD 440-417307/5 Client Sample ID: Lab Control Sample Dup Matrix: Water Prep Type: Total/NA Analysis Batch: 417307 Spike LCSD LCSD %Rec. RPD Analyte Added Result Qualifier Unit D %Rec Limits RPD Limit Biochemical Oxygen Demand 199 184 mg/L 92 85-115 2 20 C TestAmerica Irvine Page 18 of 25 7/24/2017 QC Association Summary Client: Paulus Engineering, Inc Project/Site: Newport Beach - Water - PEI #1073 GUMS VOA TestAmerica Job ID: 440-188379-1 Analysis Batch: 417740 Prep Type Matrix Method Grab Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 440-188379-1 Grab Total/NA Water 8260B SIM MB 440-417740/2 Method Blank Total/NA Water 82608 SIM LCS 440-417740/3 Lab Control Sample Total/NA Water 8260B SIM 440-188379-1 MS Grab Total/NA Water 8260B SIM 440-188379-1 MSD Grab Total/NA Water 8260B SIM GC Semi VOA Prep Batch: 418052 Lab Sample ID 440-188379-1 MB 440-418052/1 -A LCS 440-418052/2-A LCS 440-418052/4-A LCSD 440-418052/3-A LCSD 440-418052/5-A Analysis Batch: 418070 Client Sample ID Prep Type Matrix Method Grab Total/NA Water 608 Method Blank Total/NA Water 608 Lab Control Sample Total/NA Water 608 Lab Control Sample Total/NA Water 608 Lab Control Sample Dup Total/NA Water 608 Lab Control Sample Dup Total/NA Water 608 Prep Batch a Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 440-188379-1 Grab Total/NA Water 608 418052 MB 440-418052/1 -A Method Blank Total/NA Water 608 418052 LCS 440-418052/2-A Lab Control Sample Total/NA Water 608 418052 LCSD 440-418052/3-A Lab Control Sample Dup Total/NA Water 608 418052 Analysis Batch: 418372 Total Recoverable Water 200.2 Total Recoverable Water Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 440-188379-1 Grab Total/NA Water 608 418052 MB 440-418052/1 -A Method Blank Total/NA Water 608 418052 LCS 440-418052/4-A Lab Control Sample Total/NA Water 608 418052 LCSD 440-418052/5-A Lab Control Sample Dup Total/NA Water 608 418052 IYleials Prep Batch: 417767 Lab Sample ID Client Sample ID 440-188379-1 Grab MB 440-417767/1-A Method Blank LCS 440-417767/2-A Lab Control Sample 550 -85686 -AB -1-F MS Matrix Spike 550 -85686 -AB -1-G MSD Matrix Spike Duplicate Prep Batch: 417923 Total/NA Lab Sample ID Client Sample ID 440-188379-1 Grab MB 440-417923/1 -A Method Blank LCS 440-417923/2-A Lab Control Sample 440-188379-1 MS Grab 440-188379-1 MSD Grab TestAmerica Irvine Page 19 of 25 7/24/2017 Matrix Method Prep Batch Prep Type Total/NA Water 245.1 Total/NA Water 245.1 Total/NA Water 245.1 Total/NA Water 245.1 Total/NA Water 245.1 Prep Type Matrix Method Prep Batch Total Recoverable Water 200.2 Total Recoverable Water 200.2 Total Recoverable Water 200.2 Total Recoverable Water 200.2 Total Recoverable Water 200.2 TestAmerica Irvine Page 19 of 25 7/24/2017 QC Association Summary Client: Paulus Engineering, Inc Project/Site: Newport Beach - Water - PEI #1073 Metals (Continued) Matrix Analysis Batch: 418136 Prep Batch Lab Sample ID Client Sample ID 440-188379-1 Grab MB 440-417923/1-A Method Blank LCS 440-417923/2-A Lab Control Sample 440-188379-1 MS Grab 440-188379-1 MSD Grab Analysis Batch: 418223 Water Lab Sample ID Client Sample ID 440-188379-1 Grab MB 440-417767/1-A Method Blank LCS 440-417767/2-A Lab Control Sample 550 -85686 -AB -1-F MS Matrix Spike 550 -85686 -AB -1-G MSD Matrix Spike Duplicate General Chemistry Analysis Batch: 417307 TestAmerica Job ID: 440-188379-1 Prep Type Matrix Method Prep Batch Total Recoverable Water 200.7 Rev 4.4 417923 Total Recoverable Water 200.7 Rev 4.4 417923 Total Recoverable Water 200.7 Rev 4.4 417923 Total Recoverable Water 200.7 Rev 4.4 417923 Total Recoverable Water 200.7 Rev 4.4 417923 Prep Type Matrix Method Prep Batch Total/NA Water 245.1 417767 Total/NA Water 245.1 417767 • Total/NA Water 245.1 417767 Total/NA Water 245.1 417767 Total/NA Water 245.1 417767 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 440-188379-1 Grab Total/NA Water SM5210B USB 440-417307/1 Method Blank Total/NA Water SM5210B LCS 440-417307/4 Lab Control Sample Total/NA Water SM5210B LCSD 440-417307/5 Lab Control Sample Dup Total/NA Water SM5210B Prep Batch: 417477 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 440-188379-1 Grab Total/NA Water 1664A MB 440-417477/1-A Method Blank Total/NA Water 1664A LCS 440-417477/2-A Lab Control Sample Total/NA Water 1664A LCSD 440-417477/3-A Lab Control Sample Dup Total/NA Water 1664A Analysis Batch: 417491 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 440-188379-1 Grab Total/NA Water 1664A 417477 MB 440-417477/1-A Method Blank Total/NA Water 1664A 417477 LCS 440-417477/2-A Lab Control Sample Total/NA Water 1664A 417477 LCSD 440-417477/3-A Lab Control Sample Dup Total/NA Water 1664A 417477 Prep Batch: 417684 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 440-188379-1 Grab Dissolved Water SM 4500 S2 B MB 440-417684/1 -A Method Blank Dissolved Water SM 4500 S2 B LCS 440-417684/2-A Lab Control Sample Dissolved Water SM 4500 S2 B 440 -188389 -C -1-B MS Matrix Spike Dissolved Water SM 4500 S2 B 440 -188389 -C -1-C MSD Matrix Spike Duplicate Dissolved Water SM 4500 S2 B Analysis Batch: 417890 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 440-188379-1 Grab Dissolved Water SM 4500 S2 D 417684 MB 440-417684/1-A Method Blank Dissolved Water SM 4500 S2 D 417684 LCS 440-417684/2-A Lab Control Sample Dissolved Water SM 4500 S2 D 417684 Page 20 of 25 TestAmerica Irvine 7/24/2017 QC Association Summary Client: Paulus Engineering, Inc Client Sample ID Prep Type TestAmerica Job ID: 440-188379-1 Project/Site: Newport Beach - Water - PEI #1073 440-188379-1 Grab Total/NA Water General Chemistry (Continued) MB 440-418202/10 Method Blank Total/NA Water Analysis Batch: 417890 (Continued) LCS 440-418202/11 Lab Control Sample Total/NA Water Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 440 -188389 -C -1-B MS Matrix Spike Dissolved Water SM 4500 S2 D 417684 440 -188389 -C -1-C MSD Matrix Spike Duplicate Dissolved Water SM 4500 S2 D 417684 Analysis Batch: 417928 Lab Sample ID Client Sample ID Prep Type Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 440-188379-1 Grab Total/NA Water SM 4500 S2 D MB 440-418607/1 -A MB 440-417928/3 Method Blank Total/NA Water SM 4500 S2 D LCS 440-417928/4 Lab Control Sample Total/NA Water SM 4500 S2 D Distill/CN LCSD 440-417928/5 Lab Control Sample Dup Total/NA Water SM 4500 S2 D Water 720-80676-E-3 MS Matrix Spike Total/NA Water SM 4500 S2 D Total/NA 720-80676-E-3 MSD Matrix Spike Duplicate Total/NA Water SM 4500 S2 D Analysis Batch: 418202 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 440-188379-1 Grab Total/NA Water SM 4500 NH -3G MB 440-418202/10 Method Blank Total/NA Water SM 4500 NH3 G LCS 440-418202/11 Lab Control Sample Total/NA Water SM 4500 NH3 G MRL 440-418202/9 Lab Control Sample Total/NA Water SM 4500 NH3 G 440-188462-N-1 MS Matrix Spike Total/NA Water SM 4500 NH3 G 440-188462-N-1 MSD Matrix Spike Duplicate Total/NA Water SM 4500 NH3 G Analysis Batch: 418541 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 440-188379-1 Grab Total/NA Water SM 2540C MB 440-418541/1 Method Blank Total/NA Water SM 2540C LCS 440-418541/2 Lab Control Sample Total/NA Water SM 2540C 440-188487-J-2 DU Duplicate Total/NA Water SM 2540C Prep Batch: 418607 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 440-188379-1 Grab Total/NA Water Distill/CN MB 440-418607/1 -A Method Blank Total/NA Water Distill/CN LCS 440-418607/2-A Lab Control Sample Total/NA Water Distill/CN 440-188314-1-1-B MS Matrix Spike Total/NA Water Distill/CN 440-188314-1-1-C MSD Matrix Spike Duplicate Total/NA Water Distill/CN Analysis Batch: 419060 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 440-188379-1 Grab Total/NA Water SM 4500 CN E 418607 MB 440-418607/1 -A Method Blank Total/NA Water SM 4500 CN E 418607 LCS 440-418607/2-A Lab Control Sample Total/NA Water SM 4500 CN E 418607 440-188314-1-1-B MS Matrix Spike Total/NA Water SM 4500 CN E 418607 440-188314-1-1-C MSD Matrix Spike Duplicate Total/NA Water SM 4500 CN E 418607 TestAmerica Irvine Page 21 of 25 7/24/2017 Definitions/Glossary Client: Paulus Engineering, Inc TestAmerica Job ID: 440-188379-1 Project/Site: Newport Beach - Water - PEI #1073 -------------- Qualifiers General Chemistry Qualifier Qualifier Description HF Field parameter with a holding time of 15 minutes. Test performed by laboratory at client's request. F1 MS and/or MSD Recovery is outside acceptance limits. J Result is less than the RL but greater than or equal to the MDL and the concentration is an approximate value. Glossary Abbreviation These commonly used abbreviations may or may not be present in this report. a Listed under the "D" column to designate that the result is reported on a dry weight basis %R Percent Recovery CFL Contains Free Liquid CNF Contains No Free Liquid DER Duplicate Error Ratio (normalized absolute difference) Dil Fac Dilution Factor DL Detection Limit (DoD/DOE) DL, RA, RE, IN Indicates a Dilution, Re -analysis, Re -extraction, or additional Initial metals/anion analysis of the sample DLC Decision Level Concentration (Radiochemistry) EDL Estimated Detection Limit (Dioxin) LOD Limit of Detection (DoD/DOE) LOQ Limit of Quantitation (DoD/DOE) MDA Minimum Detectable Activity (Radiochemistry) MDC Minimum Detectable Concentration (Radiochemistry) MDL Method Detection Limit ML Minimum Level (Dioxin) NC Not Calculated ND Not Detected at the reporting limit (or MDL or EDL if shown) PQL Practical Quantitation Limit QC Quality Control RER Relative Error Ratio (Radiochemistry) RL Reporting Limit or Requested Limit (Radiochemistry) RPD Relative Percent Difference, a measure of the relative difference between two points TEF Toxicity Equivalent Factor (Dioxin) TEQ Toxicity Equivalent Quotient (Dioxin) TestAmerica Irvine Page 22 of 25 7/24/2017 Accreditation/Certification Summary Client: Paulus Engineering, Inc Project/Site: Newport Beach - Water - PEI #1073 Laboratory: TestAmerica Irvine Unless otherwise noted, all analytes for this laboratory were covered under each accreditation/certification below. TestAmerica Job ID: 440-188379-1 Authority Program EPA Region Identification Number Expiration Date California State Program 9 CA ELAP 2706 06-30-18 The following analytes are included in this report, but accreditation/certification is not offered by the governing authority Analysis Method Prep Method Matrix Analyte 1664A 1664A Water SGT -HEM (Oil and Grease - Nonpolar) 608 608 Water 4,4' -DDD 608 608 Water 4,4' -DDE 608 608 Water 4,4' -DDT 608 608 Water Aldrin 608 608 Water alpha -BHC 608 608 Water Aroclor 1016 608 608 Water Aroclor 1221 608 608 Water Aroclor 1232 608 608 Water Aroclor 1242 608 608 Water Aroclor 1248 608 608 Water Aroclor 1254 608 608 Water Aroclor 1260 608 608 Water beta -BHC 608 608 Water Chlordane (technical) 608 608 Water delta -BHC 608 608 Water Dieldrin 608 608 Water Endosulfan 1 608 608 Water Endosulfan 11 608 608 Water Endosulfan sulfate 608 608 Water Endrin 608 608 Water Endrin aldehyde 608 608 Water Endrin ketone 608 608 Water gamma -BHC (Lindane) 608 608 Water Heptachlor 608 608 Water Heptachlor epoxide 608 608 Water Methoxychlor 608 608 Water Toxaphene TestAmerica Irvine Page 23 of 25 7/24/2017 `6 i, m - i t7 0 m ? I C Page 24 of 25 7/24/2017 0 q m w 230 0 N A m ON0 Po)sno;o uie4o 6MR L -O" lu E E of in 7z0D-am v>1 -7>3w _ G o E o 0 o 0 L) ro m O a F t N 04 0 c m < C n G NOL Lr) m¢ O 3 m. Z p m U m c= m ai E x 3 p p N `' U O y Ol n m C ` S ZNZZZQ 6 t�0 W W m .x G O O LL \ V I d d 0 a p d 1 cleul!quoa;o�egwnN N ar E m E m E Z E n rn R O W J 5 CA ePBInS Pew4ossl0 ZS OOSVWS y- = , m �' p��1 m 'E H CD N y W3NdOSfW3H•tl699L Q� � v� t7C y h m O IUD N y E E m m ¢ eplueRO-3 N� 00SY Vim. N m "5 $mm O ePOI^S'lol•0 ZS 0054W5 E E o a n ReO S'009.01s000990tZSWS Jz, \ R3 u Q 61uo euexolO•Y'L • WIS 90SZa c 9 .Gn-oW-L"SIZ'uZ'13tl'OS'IN'oW'gdln0'i0'Polsv-L,OOZ n a E Nae eryowwy • N - 0 CHNOOSVWS 0- m OC C 1 m 1cea sos'9�a ¢as z- c J > _ rr c 0 y Q1 c M- U $ v _ q {oN )o S, Al sldums*ja7113f1a13 X1 E j' (L E m i-. X -'5 Epp E E ~ � U U U O• �. 0 `. J E tItED o a � 2 E— T N 0 9 C o a. j m 0 04 ami A c m is �" E E E E O m E•-" �� O F SQ 3 T 0A N - e'�• m G 0 D D 0 U C e1 CL N O Z W LL t n E c > � O u) o m Cl `n Lc c c � o E o M d d u E- e tL Lj C c _ (n c r O) ••-� N N a N N C O C n p{ 10 co G @ m m E m d N Z Z Lr. m d a a in U1 oL isW Ea0 N a z" d O E 3 o m m W @ p a E :- - U Q w U a r w E d Z Fn w W Page 24 of 25 7/24/2017 Login Sample Receipt Checklist Client: Paulus Engineering, Inc Job Number: 440-188379-1 Login Number: 188379 List Number: 1 Creator: Avila, Stephanie 1 Question List Source: TestAmerica Irvine Answer Comment Radioactivity wasn't checked or is </= background as measured by a survey True meter. The cooler's custody seal, if present, is intact. N/A Not present Sample custody seals, if present, are intact. N/A Not Present The cooler or samples do not appear to have been compromised or True tampered with. Samples were received on ice. True Cooler Temperature is acceptable. True Cooler Temperature is recorded. True COC is present. True COC is filled out in ink and legible. True COC is filled out with all pertinent information. True Is the Field Sampler's name present on COC? True There are no discrepancies between the containers received and the COC. True Samples are received within Holding Time (excluding tests with immediate True HTs) Sample containers have legible labels. True Containers are not broken or leaking. True Sample collection date/times are provided. True Appropriate sample containers are used. True Sample bottles are completely filled. True Sample Preservation Verified. N/A There is sufficient vol. for all requested analyses, incl. any requested True MS/MSDs Containers requiring zero headspace have no headspace or bubble is True <6mm (1/4"). Multiphasic samples are not present. True Samples do not require splitting or compositing. True Residual Chlorine Checked. N/A TestAmerica Irvine Page 25 of 25 7/24/2017 w MCCROMRU ��• DURa Main SPECIFICATION SHEET BATTERY POWERED FLANGED ELECTROMAGNETIC FLOW METER DESCRIPTION McCrometer's Dura Mag is the easy choice for tough applications. With a 5 -year battery life, Dura Mag eliminates the need for AC power connection while providing the easiest installation possible for a flanged mag flow meter. The meter is available to fit a common range of irrigation line sizes, from 4" to 12" diameter pipe. Dura Mag offers accuracy of +/- 1 % with only 2D of upstream and 1 D of downstream straight pipe required for most installations, all with the durability that the agricultural market has come to expect from McCrometer for the past 60 years. The integrated electronic converter is secured with tamper evident screws. The meter offers flow rate and totalizer with a 5 -year battery life. Dura Mag features two 3.6V lithiumthionyl chloride (Li-SOCl2) D size batteries and one back-up battery. The batteries are easily replaced in the field in under 10 minutes. Pulse and 4-20mA output are available for remote meter reading or SCADA. Dura Mag is compatible with McCrometer CONNECT wireless systems, which allows users to access flow data by simply logging on to the Internet. This eliminates costly manual meter reading. FREQUENTLY ASKED QUESTIONS Q: What is the expected life of the battery pack? A: The battery pack is covered under warranty for 3 years, but is expected to last 5 years. Q: Is there a data logger? A: Yes, every Dura Mag comes standard with an internal data logger for easy data recording and transfer. Q: What alarms are available? A: Two alarms: Empty pipe alarm and low battery. Q: What if I need to connect to telemetry? A: Choose one of the pulse or 4-20mA output options. If using one of McCrometer's telemetry options, choose the telemetry -ready 7 -pin connector. MCCROMM 3255 WEST STETSON AVENUE • HEMET, CALIFORNIA 92545 USA www.mccrometer.com W TEL: 951-652-6811.800-220-2279 •FAX: 951-652-3078 Printed In The U.S.A. Lit.It 30122-59 Rev. 1.1 /6-23-17 Copyright m 20142017 McCrometer, Inc All printed material should not be changed or altered without permission of McCrometer. Any published technical data and instructions are subject to change without notice. Contact your McCrometer representative for current technical data and instructions. FPI Mag* is a registered trademark of McCrometer, Inc. SPECIFICATIONS Pipe Sizes 4", 6", 8", 10", 12" Accuracy* ± 1% or± 0.075% of standard full scale Display 2 -Line LCD display (no backlight), 16 Options and characters per line Accessories • Non-volatile memory 70 • Anti -reverse totalizer (standard) 60-2,000 • Total (to 9 digits of precision) 11.0" • Flow Rate and Velocity (to 5 digits of Units precision) 1 105-3,500 • Two alarms: low battery and empty pipe Note: To preserve battery life a button on the 115 front of the converter activates the display. Power cubic feet Battery Standard: two 3.6V lithium-thionyl chloride 140 (Li-SOCl2) D size batteries. Batteries are field 195-6,500 replaceable DC Power Linear power supply 10-35VDC, 2.4W Battery Life 5 years (3 -year warranty) Outputs hectoliters Pulse Output Digital pulse (open collector) output for volumetric and/or alarm Analog Output 4-2OmA (not galvanically separated from the power supply). DC powered option only. Data Storage Data logger (standard with all models), minimum of five years of data stored Environmental imperial gallons Operating Temperature _4° to 140oF (-20° to 60°C) Storage Temperature -40° to 149°F (-40° to 65°C) Electrical connects Optional quick connect for easy installation Pipe Run Standard GPM Flow Ranges Min - Max Requirements 2D Upstream / 1 D Downstream Pressure Rating 150 psi Options and Two alarms: low battery and empty pipe Accessories Data logger cable (sold separately) 70 • DC power w/battery backup 60-2,000 • Pulse & 4 20mA output 11.0" • Annual verification / calibration Units US gallons 1 105-3,500 US gallons x1000 (standard totalizer) US gallons x1,000,000 115 cubic inches 165-5,500 cubic feet cubic feet x1000 140 cubic centimeters 195-6,500 cubic decimeters milliliters, liters 190 deciliters hectoliters kiloliters megaliters cubic meters cubic meters x1000 acre feet acre inches imperial gallons imperial gallons x1000 imperial gallons x1,000,000 standard barrels oil barrels miner inch days Unit Rate Scales seconds, minutes, hours, days *All Dura Mag meters are calibrated in a NIST traceable gravimetric test stand with a minimum straight run of IOD upstream and 2D downstream. A calibration certification report is provided with each Dura Mag meter certifying the specification accuracy in our laboratory test. Alternative piping configurations or electrical environments may impact the performance of the meter in the field. METER GROUNDING RECOMMENDATIONS Grounding the meter body for safety according to national (NEC) or local electrical codes is recommended on ALL meter installations. For best performance, grounding the fluid column is recommended when the meter is installed in an electrically noisy environment, such as with VFD pumps or nearby electrical systems with insufficient grounding. Conductive or uncoated pipe - the uncoated pipe flange can be used to establish a connection to earth ground. Plastic or internally coated pipe - grounding rings can be installed to establish a connection to earth ground See the Dura Mag IOM Manual, Lit. # 30122-53, for more information on grounding configurations using grounding rods and grounding rings. METER BODY DIMENSIONS AND WEIGHTS Pipe Size (Nominal) Standard GPM Flow Ranges Min - Max DIMENSIONS (Lav Len the in Inches * Estimated Shipping Weight (lbs.) A* B C 4" 30-1,000 13.4" 9.0" 9.25" 70 6" 60-2,000 14.6" 11.0" 10.25" 80 8" 1 105-3,500 16.1 "M13.5"11.25" 115 10" 165-5,500 18.5"12.5" 140 12" 195-6,500 19.7"13.5" 190 * Shipping weights are estimated and may change due to specific order packaging. Side View r End View +y C 1411111111AW MCCRONOU 3255 WEST STETSON AVENUE • HEMET, CALIFORNIA 92545 USA www.mccrometer.com TEL: 957-652-6811.800-220-2279 •FAX: 951-652-3078 Printed In The U.S.A. Lit. # 30122-59 Rev. 1.1 / 6-23-17 Copyright ® 20142017 McCrometer, Inc. All printed material should not be changed or altered without permission of McCrometer. Any published technical data and instructions are subject to change without notice. Contact your McCrometer representative for current technical data and instructions. FPI Mag* is a registered trademark of McCrometer, Inc. APPENDIX - D TIME WARNER CABLE VAULT INFORMATION a U HV)- v? v? v? v? v? v? N N m r1 in O Ln M r, Q O1 O N O1 � Ln 00 w m n N N 00 c-1 LD O r1 m r, r -I M LD r -I N m Ln r -I N m Y Y J J J J J J J a U HV)- v? v? v? v? v? v? 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O a v oif Lu u v a v E Q v J uJ ? rn Luo CO\ cOo N> o x c t a _ E vtn a W fC H x a v, = N o> o v v C7 > X L v p Ln u v a 0 0o co co J c w O o O v m a z m 2 v1 U LL = Q cv m `. c N v •Q � u m Q w a a 0 Q s CL N 0 s 45 m N H C .N C Gl t Ln t � � M � J C APPENDIX- E DISCHARGE LOCATION POINTS TO STORM DRAIN SYSTEM r � i`` J SQA ryp R, •, f �7 V� ��a y� �� g• v , to3� �=; o A��' '^'nr o c �A $ I LE 3714 01 ' irs za rs's �•STL s. �y$ v til ,.R � '2• � � �, r � _ LE _ ,.0 �6 .:l ti•• 6 ii .:Y3'� -74 574 ILI • e� 9` �a a LLRT5iL L u ti n..a .$ � zy ❑ • $ 41 9,� h r o G Ayti z0 0 gas .`.pJS�`ti' ^ A ,� �hC'•, H�' = 504 ' iii h •z. �R v - r A.p �'ti ••m�.J sn� 1 r: ',.d b❑p' A A ♦Ri—Alt 1 'iue L 51 J UZ rJ A� • ~! Ck G l 13 4.6a "I _ JJ �pRP, ? � t� L G 1'l ' 'fir ..h❑� ^ S T� nn G �jf� rsgpp,� 405 ,z a TL � 4C2 � rr F ii,�$ may; • �� r, r s l�`•o '�O 1f2 �'.'( L> i m J� R 5 r s d as ��T�TB J$ p r J R 1 0 J� S � v �7'� s �S• - %,+ - �y v JD � OS. , D AA^ ,' a L •L sl pA Y2? - y a r 7j9 r A NDisclaimer: N E W P O R T B E A C H Every reasonable effort has been made to assure the accuracy of the data provided, however, The City of �EvrPp� Newport Beach and its employees and agents o� 0 200 400 disclaim any and all responsibility from or relating to any results obtained in its use. U � �gc,Foa�Ae- Feet 3/5/2020 ED 01 gel I n �� r 3012 W °�. 36" RCP IT 41 / Li -cz L; , 290'7 -,fie `a ryyt ' s l � 'i � . p:zy� �( 9 ❑ L 1i�78"R.EP r'n- L ,. L r 5151 Ty 0 fi .io1 ~ lV aarq r s6;Fer rJ app r, 1r1y1� .y :5 �h 2610 2609 4 287? r�r r a i�drf%' 1 •N :`1 N 'L$ �j,� r.:�pre r r? y�'�ia - .l mY� • 13'�'•.n �y _ % r r'yr � ��■'L, ,^ ►1 r 'v�� 0 k'T t1 ea Al. s `Lg � �° �� s 4 000 '4 CP z p 1.., x1. RCPT z S Pp $ yM1 q -j r'af ° a W 24 R �� 2y .- `i�ST'r. NE A .si5u y�e - i6° - Disclaimer: N E W P O R T B E A C H Every reasonable effort has been made to assure the accuracy of the data provided, however, The City of �EvrPo� Newport Beach and its employees and agents o� 0 200 400 disclaim any and all responsibility from or relating to any results obtained in its use. U � 1W Feet �gc,Foa�'e- 3/5/2020 3 C, APPENDIX- F OCSD PLANT NO. 2 STAGING AREA CONSTRUCTION STAGING INFO NOT AVAILABLE AIVA ,P,k Y PR()_IFC'_T NOMF-q P2-92 (1/15-6/20) SLUDGE DEWATERING AND ODOR CONTROL AT PLANT 2 - V. RATTO J-1 17B/ P2-107 (01/19-07/24) OCEAN OUTFALL SYS. REH. PH. B/ SCADA SYS. & NETWORK UPGRADE - V. PILKO qmJ-1 17B/ P2-107 (06/19-12/22) OCEAN OUTFALL SYS. REH. PH. B/ SCADA SYS. & NETWORK UPGRADE - V. PILKO N O z H z a J a MAIN GATE 36 (7/19-7/20) CITY OF NEWPORT BEACH - STAGING AREA - B. BINGMAN Lu GENERAL NOTES Q 22 P2-122 (4/20-9/23) HEADWORKS MODIFICATIONS - S. NAMINI 75 .- co N 21 GWRS FE (12/19-12/22) GWRS FINAL EXPANSION - S. NAMINI z a 14 P2-9813 (2/19-7/21) CLARIFIER REPAIRS - S. NAMINI cn o o THE FOLLOWING ACTIVITIES SHALL BE PROHIBITED OUTSIDE OF THE PROJECT'S CONSTRUCTION AREAS AND 14 18 GWRS (3/20-2/22) PROJECT 3 (P3) SECOND EFFLUENT PS PROJECT 75U) STAGING AREAS UNLESS OTHERWISE SPECIFIED OR ACCEPTED IN WRITING BY THE ENGINEER: 31 P2-9 a, 17 P2 -98A (5/21-10/26) DEMO & CONST. CLAR., ODOR SCRUB. & PWR. BLD. - S. NAMINI L O MYERR S n MP -248 (8/19-4/21) SECONDARY CLARIFIER REPAIRS - S. SPEAKMAN � v Q 28 P2-123 (10/19-4/22) RETURN ACTIVATED SLUDGE PIPING REPLACEMENT AT PLANT 2 - R.LEON c� 37 MP 638 (02/20-02/21) SLIDE GATES REPLACEMENT - STEVE SPEAKMAN co U. �w (31 P2-125 (7/20-7/21) ??? - S. NAMINI AGING PLAN BUSHARD AVE GATE RIVER 2020 0 50' 150' 300' r(1MPf1CT DII F T FROM STAIR HAND RAIL �X a E GENERAL NOTES .- co ALL CONTRACTOR EMPLOYEES SHALL PARK PERSONAL VEHICLES WITHIN THE CONTRACTOR STAGING AREA o o UNLESS OTHERWISE DESIGNATED HEREIN OR ACCEPTED IN WRITING BY THE ENGINEER. co 0 o o THE FOLLOWING ACTIVITIES SHALL BE PROHIBITED OUTSIDE OF THE PROJECT'S CONSTRUCTION AREAS AND 14 ° N STAGING AREAS UNLESS OTHERWISE SPECIFIED OR ACCEPTED IN WRITING BY THE ENGINEER: 31 P2-9 :; I T r - Il /AL 11/AINU11ULC 11 \4 I /ALL/A I IUIN SEE UGS HP 205 e > ON � EXTENSION KNOCK OUT (FOUR REQUIRED) LIFTING EYE (2) BOLT HOLES (2) < O ALL COVERS TO BE INDENTIFIED WITH "EDISON" IN 2" (MIN) BLOCK RECESSED LETTERS. (SEE NOTE 4.) TYPICAL COVER TYPICAL ASSEMBLY DRAFTING SYMBOLS 3 -WIRE OR 4 -WIRE (WITHOUT COVER) PRECAST EDISON CONDUIT (DIST. & SL) --- GRADE COVER 7A E EXISTING CONDUIT 8' MIN WORKING STRUCTURES ® VAULT ® PLUG OR CAP 0 PME 3-5 CONDUITS PME 6-12 1" TYPICAL PULL BOX (800) 626-3860 ALL CONDUITS ® SIDE CRUSHED ROCK PAD LOCATE CONDUITS ALONG 4'x4' BURD SWITCH ENCLOSURE SMOOTH LEVEL A NARROW END OF HANDHOLE. 77 2" TYP, A STREET LIGHT ELECTROLIER SEE NOTE 2 C/I METER PANEL DIRECT BURIAL FIRE HYDRANT K718-FV96-11-INT TYPE CONDUIT OR HDG V718B STEEL 3-1/2" 36" (MIN) RADIUS BEND. - CONDUIT LOCATION V718B1 SECTION A -A 3" (MIN.) NOTES: 1. SEE UGS HP 200 FOR DIMENSIONS OF VARIOUS SIZE HANDHOLES AVAILABLE. 2. RADIUS ANGLE MAY BE REDUCED TO LESS THAN 90' PROVIDING THE PROJECTED CENTER LINE OF THE CONDUIT CLEARS HANDHOLE OPENING. 3. TWO HOLD DOWN DEVICES TO BE SUPPLIED WITH EACH HANDHOLE. 4. COVER SHALL BE IDENTIFIED WITH "EDISON" IN MINIMUM 2 -INCH LETTERS OR LABELS PERMANENTLY SECURED TO THE LID. 5. FOR MAINTENANCE ON 10-1/2" X 17" CONCRETE HANDHOLES USE SWINGBOLT WITH SAP 10204721. D75 REV. 03/18/19 LEGEND OF CONDUIT SYMBOLS (CONVENTIONAL U. G.) EDISON NO. CONDUIT REQ'D.� SIZE OF CONDUIT RUN NO. f LENGTH OF CONDUIT RUN TRENCH TYPE OF FACILITY (CIC -DB, ETC.) RUN NO LENGTH OF TRENCH STREET LIGHT NO. CONDUIT REQ'D.f SIZE OF CONDUIT � RUN N0. � f LENGTH OF CONDUIT RUN STREET LIGHT TRENCH TYPE OF FACILITY RUN N0. - LENGTH OF ADDITIONAL TRENCH REQ'D. EDISON N0. CONDUIT REQ'D. SIZE OF CONDUIT REFERENCE RUN NO. --mo- MEMO DENOTES CONDUIT RUN CONTINUATION FOR CONSTRUCTION INFORMATION STREET LIGHT NO. CONDUIT REQ'D. f SIZE OF CONDUIT REFERENCE RUN NO i MEMO f DENOTES CONDUIT RUN CONTINUATION FOR CONSTRUCTION INFORMATION ANY OF THE ABOVE SYMBOLS FOLLOWED BY A DENOTES THE FOLLOWING: DB CONDUIT WITHOUT ENCASEMENT IS ACCEPTABLE FOR PORTIONS OF TRENCH WITH ONLY ONE OR TWO CONDUITS SEMI -ENCASEMENT IS REQUIRED FOR PORTIONS OF TRENCH WITH ONLY THREE OR FOUR CONDUITS FULL ENCASEMENT IS REQUIRED FOR MORE THAN FOUR CONDUITS D18: Rev. 5/08/2006 SHEET INDEX nn SHT. 4 SHT. 6, BALBOA BLVD I u� lane• ,c anl: SHT. 5 SHAT. 1.0 C NOH V) I") r �NL- ��_f rr-rrr- `'F�Cr��-��r-rr�� rrr-��r-rr EISEL ENTERPRISES INC. PRECAST CONCRETE PRODUCTS 714 South Fee Ana St., Placentia, CA 92870 (714) 993-1706 FAX -(714) 993-6197 Galvanized Frame \ 1 12" Electrical Series 6T 18%"X31"I.D. H2O Loading 20%" 6T DP " X" Diamond Plate 2"x 2"x 3/8" Angle H2O Traffic Cover Welded to Bottom Bolt Down of DP. ' \ 105 lbs. 36%" < ij� yll/ 'fib" Rebar I�2,k" 6T PB Pull Box 320 lbs. 6T EXT Extension 272 lbs. 6T B Base 115 lbs. Meets #6T Caltrans State Spec. LEGEND OF DRAFTING SYMBOLS 3 -WIRE OR 4 -WIRE TRENCH PRECAST EDISON CONDUIT (DIST. & SL) --- CUST. OWNED CONDUIT -------------H► RESIDENTIAL SERVICE CABLE E EXISTING CONDUIT 8' MIN WORKING STRUCTURES ® VAULT ® MANHOLE Q PME 3-5 O PME 6-12 B3 PULL BOX (800) 626-3860 HANDHOLE ® SIDE EN PAD ® 4'x4' BURD SWITCH ENCLOSURE SMOOTH LEVEL 36" BURD SWITCH ENCLOSURE 77 BURD TRANSFORMER ENCLOSURE Q STREET LIGHT ELECTROLIER ® C/I METER PANEL 4( FIRE HYDRANT APPROVED JOINT SEALER SEE UGS GI 030 CONDUIT TERMINATOR UGS CD 142 (TYPICAL MANUFACTURERS) GROUND CONNECTION INSTALLATION IN A POLYETHYLENE VENT SEE UGS AC 760.2 STRU( NOTES: NU' #6 E 1 -BOLT 1/2" PENTA-HEAD M/C 099-69700 2 WASHERS 1/2" M/C 107-00326 2 NUTS 1/2" M/C 095-20404 PAD FOR SURFACE -MOUNTED CAPACITOR CABINET tie-in to existing SCE facilities; e.g. structures, equipment, multi -conduit 3 -WIRE OR 4 -WIRE SYSTEMS PRECAST AND POURED FIELD CONSTRUCTION inspector to schedule an appointment. Customers may connect to an SEE UGS SS 520 SOIL • Multi -conduit runs/banks are runs of conduit in close proximity to each 8' MIN WORKING other and other SCE facilities. A conduit stub is a single empty conduit SECURE WITH BURNDY GAR TYPE stub that is not in close proximity to other SCE owned facilities. Refer CLEARANCE FROM to the work order map for details. 72" • Per CPUC/SCE's Rule 15 B.1.A and Rule 16 D.I.A., the customer will EDGE OF PAD provide all necessary excavations (with the exception of excavation under Phone: (909) 428-3700 pods and primary splice boxes), material (including conduit and (800) 626-3860 (DOOR SIDE) TUB STYLE F -------T ED 714-96VLT V7141 7' x 14' x 8' INTERCEPT SMOOTH LEVEL ED 714-96VLT-INT V718A 7' x 18' x 8' TYPE 1 TUB STYLE K718-FV96-11 FINISH I I 2'-6' m 7' x 18' x 8' TYPE 1 INTERCEPT K718-FV96-11-INT 3' MIN WORKING V718B STEEL 3-1/2" f I N I STEEL - ED 718-96DV-TYPE 2 V718B1 CLEARANCE FROM EDGE OF PAD CL ALL AROUND (SEE NOTE 2) I (SEE NOTE 2) ED 718-96DV-INT-TYPE 2 (NON -DOOR SIDE) - + CO -3 4'-,3" (TYPICAL CONDUIT I PAD OPENING (SEE NOTE 4) 3' MIN WORKING I RISER LOCATION I CLEARANCE FROM I(SEE NOTE 5) EDGE OF PAD (NON -DOOR SIDE) 2'_3'� I j UNISTRUT I i--�- (SEE NOTE 3) L------1 FIELD POURED PRECAST 0 8' MIN WORKING CLEARANCE FROM PLAN VIEW EDGE OF PAD 1-1/2" CL (TYP) tie-in to existing SCE facilities; e.g. structures, equipment, multi -conduit BC CONNECT VAULT GROUND (SEE NOTE 2) 1 1 FINISHED '� MINI. GRADE1' inspector to schedule an appointment. Customers may connect to an E--- \ - - eWELL-COMPACTED existing conduit stub without a SCE inspector present. SOIL • Multi -conduit runs/banks are runs of conduit in close proximity to each #6 BARE COPPER GROUND WIRE. other and other SCE facilities. A conduit stub is a single empty conduit SECURE WITH BURNDY GAR TYPE stub that is not in close proximity to other SCE owned facilities. Refer GROUND CLAMPS FURNISHED BY CONTRACTOR to the work order map for details. fle 48" RADIU • Per CPUC/SCE's Rule 15 B.1.A and Rule 16 D.I.A., the customer will 1. TO ASSIST IN UNDERGROUND STRUCTURE LOCATING FROM THE SURFACE, INSTALL A #6 BARE COPPER WIRE FROM INSIDE THE VENT PIPE TO THE STRUCTURE GROUND SYSTEM. THIS INSTALLATION WILL ALLOW A SINGLE PERSON CREW TO TIE INTO THE SYSTEM GROUND AND LOCATE THE FACILLITIES UNAIDED. THE INSTALLATION SHALL BE MADE TO A MINIMUM OF ONE VENT PER VAULT DURING NEW CONSTRUCTION ADDED TO THE APPROPRIATE (DOOR SIDE) GRADE PLACE PRECAST PAD ON 6" OF 3/4" CRUSHED ROCK. TRENCH FLOOR \/max CONDUIT (4" or 5") STRUCTURES DURING THE ROUTINE MAINTENANCE CYCLE, OR AS THE NEED ARISES BY REQUEST FOR ASSISTANCE 1L 5/8" COPPER -CLAD STEEL GROUND ROD JL FROM THE CONTRACT CABLE LOCATING COMPANY. _ (2) REQ'D. FURNISHED BY CONTRACTOR. 2. DRILL A 9/16" HOLE FOR GROUNDING BOLT APPROXIMATELY ONE INCH BELOW THE LOWEST VENTILATION FIN SLOT. THE GROUND CONNECTION SHOULD BE ATTACHED ON THE SIDE OF THE VENT FACING AWAY FROM THE NOTE: STREET. THIS IS DONE TO MAINTAIN A FLAT SURFACE FOR ATTACHING STRUCTURE IDENTIFICATION STICKERS. 1. POURED PAD CONCRETE TO BE 3000 PSI (MINIMUM) AT 28 DAYS. 2. POURED PAD REINFORCING STEEL TO BE NO. 4 BARS INSTALLED IN DOUBLE NET. PERIMETER BARS TO BE CONTINUOUS (8" MINIMUM LAP OR WELD). D103: REV. 08/20/08 3. SEE UGS SS 504 FOR PRECAST PAD DETAILS (PAD NO. 2). UNISTRUT ONLY REQUIRED FOR PRECAST PADS. PRECAST TUB -TYPE VAULTS SEE UGS VA 410 \ly CONCRETE PRODUCTS CONNECTING TO EXISTING SCE STRUCTURES CONSULT MANFACTURER'S INSTALLATION GUIDES FOR EXACT EXCAVATION DIMENSIONS FOR EACH STRUCTURE SIZE. Precast concrete item complete with neck. Cover and • Per SCE requirements customers are not allowed to enter intercept or inserts may be obtained from any of the following listed tie-in to existing SCE facilities; e.g. structures, equipment, multi -conduit and approved manufactureres: runs/banks, or conductors. These facilities may be energized and the V510 work will only be performed by SCE. Contact the appropriate SCE TUB STYLE inspector to schedule an appointment. Customers may connect to an JENSEN PRECAST existing conduit stub without a SCE inspector present. 14221 San Bernardino Ave., Fontana, Calif. 92335 • Multi -conduit runs/banks are runs of conduit in close proximity to each Phone: (909) 350-4111 other and other SCE facilities. A conduit stub is a single empty conduit (800) 257-6100 stub that is not in close proximity to other SCE owned facilities. Refer TUB STYLE to the work order map for details. OLDCASTLE PRECAST • Per CPUC/SCE's Rule 15 B.1.A and Rule 16 D.I.A., the customer will 10650 Hemlock Ave., Fontana, Calif. 92337 provide all necessary excavations (with the exception of excavation under Phone: (909) 428-3700 pods and primary splice boxes), material (including conduit and (800) 626-3860 structures) and encasement, to be utilized in the intercept/tie-in TUB STYLE process. ITEM NUMBER NOMINAL SIZE TYPE MANUFACTURER'S NUMBERS JENSEN PRECAST UTILITY VAULT CO. V510 5' x 10'-6" x 7' TUB STYLE K5106-FV84-11 ED 5106-84VT V5101 5' x 10'-6" x 7' INTERCEPT K5106-FV84-11-INT ED 5106-84VT-INT V612 6' x 12' x 7' TUB STYLE K612-FV84-11 ED 612-84VLT V6121 6' x 12' x 7' INTERCEPT K612-FV84-11-INT ED 612-84VLT-INT V714 7' x 14' x 8' TUB STYLE K714-FV96-11 ED 714-96VLT V7141 7' x 14' x 8' INTERCEPT K714-FV96-11-INT ED 714-96VLT-INT V718A 7' x 18' x 8' TYPE 1 TUB STYLE K718-FV96-11 ED 718-96DV-TYPE 1 V718AI 7' x 18' x 8' TYPE 1 INTERCEPT K718-FV96-11-INT ED 718-96DV-INT-TYPE 1 V718B 7' x 18' x 8' TYPE 2 TUB STYLE - ED 718-96DV-TYPE 2 V718B1 7' x 18' x 8' TYPE 2 INTERCEPT - ED 718-96DV-INT-TYPE 2 FOR HANDHOLE AND PULLBOX MANUFACTURERS, • The customer must adhere to all applicable Cal -OSHA, local, city, state SEE UGS HP 200. and federal regulations, (including, but not limited to, all necessary NOTES: shoring and traffic control in place to perform the intercept/tie-in work 1. CONDUIT TERMINATORS TO BE GENERALLY LOCATED AS SHOWN ON UGS CD 142. STANDARD CONDUIT ENTRANCE D41: Rev. 01/21/09 by SCE's underground civil contractor(s)). SHALL BE A FLATWALL DESIGN. SLIGHT VARIATIONS BY MANUFACTURERS MAY BE ALLOWABLE WITH COMPANY APPROVAL. • Intercept/tie-in work must be coordinated with SCE's civil contractors 2. TUB -TYPE STRUCTURES SHALL BE FURNISHED WITH 1/2" THREADED BRONZE GROUNDING INSERTS, AS SHOWN ON UGS VA 411. through the Division Inspector/P- Spec to limit exposure of excavation(s). 3. ALL VENT LOCATIONS TO BE FURNISHED WITH 10" PLASTIC VENT TERMINATORS. Customer is responsible for securing excavation(s). 4. INSIDE WALLS AND CEILING TO BE PAINTED WHITE. REF.: UGS GI 030 GENERAL SPECIFICATION FOR PRECAST STRUCTURES D08: 11/13/18 UGS GI 035 ALLOWABLE TOLERANCES FOR INSTALLED PRECAST STRUCTURES S NOTES: UGS VA 410 PRECAST TUB -TYLE VAULTS LIST OF MATERIAL 1. Footage quantites are approximate. UGS VA 470 VAULT NECK, POURED OR PRECAST 2. Where reference is to an item not detailed, UGS FC 660 VAULT COVER -PRECAST CONCRETE 48" X 60" [EDISON C 0 . ] see separate description list. UGS AC 711 SUMP DRAIN AND DETAIL 3.. This list provides a summary of major items. UGS AC 725 INSERTS: TYPE, LOCATION, AND QUANTITY UGS AC 742 LADDER SEE UGS SECTION INDEX UGS AC 751 VENT LOCATIONS FOR REFERENCE DRAWINGS D60: Rev. 02/14/11 QUAN. UNIT DESCRIPTION SIZE ITEM NO. REF DWG. REV. DATE 7 EACH VAULT 7'x 18'x 8' v718 ucs-vA 400 07/08 TYPICAL CONDUIT BANK SECTION TYPICAL CONDUIT BANK SECTION TYPICAL CONDUIT BANK SECTION 5 EACH HANDHOLE 17% 30"x 24" HH -6 UGS-HP 200 07/12 SEE UGS CD 120 SEE UGS CD 120 SEE UGS CD 120 7 EACH VAULT COVER (TRAFFIC) 4'x 5' UGS-FC 660 05/05 14 EACH POLYETHYLENE VENT -STAND PIPE 8" UGS-AC 752 10/05 242' FEET VENT PIPE 8" 10/05 Z 14 EACH GRADE RINGS 6" N � 7 EACH HANDHOLE (FULL TRAFFIC) 181/2% 31% 24" rn Z 1 EACH PAD 72% 66" P-2 UGS-SS 20 01/09 0 3"3" 7 EACH LADDER AS REQUIRED UGS-AC 742 10/05 "' 1-1h"0 3" 3" BEDDING E E 3" o T E E CONCRETE 3" T_ E E ENVELOPE E' E 3,. E E 1" E ' E -OE f 3" SPACER DIRECT BURIAL SIMILAR CONSTRUCTION FOR FEWER CONDUIT 1" 2 CONDUITS MAX. FULL ENCASEMENT SEMI -ENCASEMENT D81: Rev. 09/23/09 MORE THAN 4 CONDUITS 3 OR 4 CONDUITS (BASE SPACER REQUIRED) 073: Rev. 09/23/09 D72: Rev. 09/23/09 004: Rev. 07/17/07 4. PRECAST PAD OPENING SHALL BE FILLED WITH A MINIMUM OF 3" REDI-CRETE MORTAR (OR EQUIVALENT). 5. CONDUIT RISER SHALL BE LOCATED TO THE DIMENSIONS ON THE PLAN VIEW DRAWING. 6. FOR " UNDERGROUND WYE " 3-WIRE/4-WIRE PAD MOUNTED CAPACITORS, SEE DUG UC 120. 7. SEE UGS AC 703 FOR APPROVED GROUNDING MATERIAL MANUFACTURERS. B. A WORKING CLEARANCE OF 8 FEET MINIMUM ON DOOR SIDE OF PAD -MOUNTED CABINET DOORS, AND 3 FEET ON EACH SIDE, WILL BE KEPT AS CLEARANCES FOR THE RETAINING WALL. D57: REV. 05/09/13 THREE, FOUR, FIVE, OR SIX-INCH FIBERGLASS RISER BENDS SEE UGS CD 166 SCHEDULE 80 PVC CONDUIT SEE NOTE 2. FINAL GRADE SEE NOTE 4. RISER BEND MARKING I I SEE NOTE 3. TOp I NOTE(S): 1. THE RISER BEND IS AVAILABLE IN THREE, FOUR, FIVE OR SIX-INCH. THE MAIN BODY OF THE BEND IS MANUFACTURED FROM FIBERGLASS MATERIAL AND IS MEDIUM GRAY IN COLOR. 2. THE TOP AND BOTTOM OF RISER IS FURNISHED WITH PVC COUPLINGS PERMANENTLY EPDXY BONDED TO THE FIBERGLASS BEND. A SCHEDULE 80 PVC SIX-INCH LONG STUB -OUT IS SOLVENT WELDED INTO THE TOP PVC COUPLING. 3. THE TOP SCHEDULE 80 PVC STUB OUT OF BEND IS STENCILED "TOP", AND BOTTOM OF BEND IS STENCILED "UNDERGROUND." MANUFACTURERS NAME, SIZE, AND DATE (MONTH AND YEAR) WILL BE STENCILED ON THE CENTER OF THE RISER BEND. 4. THE TOP SCHEDULE 80 PVC STUB OUT WILL BE PLACED THREE INCHES ABOVE FINAL GRADE. NO PORTION OF THE FIBERGLASS MATERIAL OF THE BEND WILL BE EXPOSED ABOVE THE FINISH GRADE. 5. THE APPROVED MANUFACTURERS AND SUPPLIERS ARE: A. MANUFACTURERS: FREE CONDUIT, SMITH PRODUCT COMPANY, AND CHAMPION FIBERGLASS, INC. B. SUPPLIERS: * ARMORCAST PRODUCTS COMPANY 13230 SATICOY STREET NORTH HOLLYWOOD, CA 91605 * CAL -DUCT, INC. 2522 LEE AVENUE SOUTH EL MONTE, CA 91733 * SAF -T -CO SUPPLY, INC. 1300 E. NORMANDY PLACE SANTA ANA, CA 92705 REF.: UGS CD 166 D39: Rev. 02/18/11 RUN NUMBER CALL -OUTS AS FOLLOWS: O - 99 MAINLINE CONDUIT 100 - 199 SERVICE CONDUIT 400 - 599 STREET LIGHT CONDUIT D84: Rev. 2/12/08 AUTOMATION EQUIPMENT INSTALLATION/RELOCATION/REMOVAL DISTRIBUTION CONSTRUCTION CONTACT DISTRIBUTION AUTOMATION 714-285-4325 o Re, ],/_)x,'14 PROJECT REQUIREMENTS (Y/N) TD'S: i `-PVC COUPLING PWRD 88 REQUIRED 0 UG CIVIL ONLY WORK ORDER SEE NOTE 2. PERMIT REQUIRED I FIBERGLASS RISER BEND 90• ' SEE NOTE 1. 20A I RISER BEND RADIUS ❑Y PED. TRAFFIC CONTROL REQ'D PVC COUPLING CONVEYANCE LETTER REQ'D ❑N ENVIRONMENTAL CLEARANCE REQ'D ❑Y I 3" = 36" ' RISER BEND MARKING SEE NOTE 2. 4" = 48" ' I 5" = 48" REMOVAL SEE NOTE 3. UNDERGROUND I 6" = 60" ; OH CONDUIT I I 1173386 RISER BEND MARKING 20A UG INSTALL SEE NOTE 3. NOTE(S): 1. THE RISER BEND IS AVAILABLE IN THREE, FOUR, FIVE OR SIX-INCH. THE MAIN BODY OF THE BEND IS MANUFACTURED FROM FIBERGLASS MATERIAL AND IS MEDIUM GRAY IN COLOR. 2. THE TOP AND BOTTOM OF RISER IS FURNISHED WITH PVC COUPLINGS PERMANENTLY EPDXY BONDED TO THE FIBERGLASS BEND. A SCHEDULE 80 PVC SIX-INCH LONG STUB -OUT IS SOLVENT WELDED INTO THE TOP PVC COUPLING. 3. THE TOP SCHEDULE 80 PVC STUB OUT OF BEND IS STENCILED "TOP", AND BOTTOM OF BEND IS STENCILED "UNDERGROUND." MANUFACTURERS NAME, SIZE, AND DATE (MONTH AND YEAR) WILL BE STENCILED ON THE CENTER OF THE RISER BEND. 4. THE TOP SCHEDULE 80 PVC STUB OUT WILL BE PLACED THREE INCHES ABOVE FINAL GRADE. NO PORTION OF THE FIBERGLASS MATERIAL OF THE BEND WILL BE EXPOSED ABOVE THE FINISH GRADE. 5. THE APPROVED MANUFACTURERS AND SUPPLIERS ARE: A. MANUFACTURERS: FREE CONDUIT, SMITH PRODUCT COMPANY, AND CHAMPION FIBERGLASS, INC. B. SUPPLIERS: * ARMORCAST PRODUCTS COMPANY 13230 SATICOY STREET NORTH HOLLYWOOD, CA 91605 * CAL -DUCT, INC. 2522 LEE AVENUE SOUTH EL MONTE, CA 91733 * SAF -T -CO SUPPLY, INC. 1300 E. NORMANDY PLACE SANTA ANA, CA 92705 REF.: UGS CD 166 D39: Rev. 02/18/11 RUN NUMBER CALL -OUTS AS FOLLOWS: O - 99 MAINLINE CONDUIT 100 - 199 SERVICE CONDUIT 400 - 599 STREET LIGHT CONDUIT D84: Rev. 2/12/08 AUTOMATION EQUIPMENT INSTALLATION/RELOCATION/REMOVAL DISTRIBUTION CONSTRUCTION CONTACT DISTRIBUTION AUTOMATION 714-285-4325 o Re, ],/_)x,'14 PROJECT REQUIREMENTS (Y/N) TD'S: EDISON EASEMENT REQUIRED 0 PWRD 88 REQUIRED 0 UG CIVIL ONLY WORK ORDER 0 PERMIT REQUIRED 0 PERMIT TYPE: OUTAGE REQUIRED 0 OUTAGE DATE: TIME: 20A TRAFFIC CONTROL REQUIRED ❑Y PED. TRAFFIC CONTROL REQ'D ❑Y CONVEYANCE LETTER REQ'D ❑N ENVIRONMENTAL CLEARANCE REQ'D ❑Y CSD 140 (TLM) REQ'D ❑Y D124: Rev. 02/08/18 CONSTRUCTION NOTES: Unless otherwise specified on the working drawing which forms a part of the specification, the Contractor/Developer shall furnish the following items at no cost to the Edison Company. Southern California Edison Company has attempted to correctly show all existing utilities and substructures in the vicinity of the work, but does not guarantee there are no other substructures in the area. Failure of SCE to show all substructures in their correct location will not be a basis for a claim for extra work, and the contractor shall be responsible for all damages to substructures whether shown or not. 1. FOR GENERAL SPECIFICATIONS SEE UGS GI 001. 2. CONDUIT: a. Minimum cover in street or parkway is 30" below gutter grade, unless noted otherwise. b. Minimum cover on private property is 30" below finished grade, unless noted otherwise. c. Contractor is to furnish and install approved conduit to Edison specifications per UGS CD 100.1, 110 AND 120. d. For the type of conduit for this job, See UGS CD 110.1. e. Install all risers per UGS CD 160, 161, 162 and 170. f. Cap all mainline conduits per UGS CD 148 and service conduits per UGS CD 150. g. Install blank conduit plugs in all conduits terminating into Vaults, Manhole's, PMH's, SOE's & all cap locations, per UGS CD 180.1 & UGS CD 180.2 h. Install pull rope in all conduit runs. Pull rope to be at least 3/8" polypropylene rope, braided or twisted. For specifications, approved makes, and suppliers, see UGS GI 040. i. All conduit must be mandreled with the approved mandrel UGS CD 197. 3. CONDUIT RADIUS REQUIREMENTS: a: The minimum radius for bends are: 36" for conduits 3" in diameter or smaller 48" for conduits 4" and 5" in diameter 60" for 6" diameter conduit b: The minimum radius for all sweeps of all mainline conduits is 12'-6" (unless noted otherwise). 4. EXCAVATION AND BACKFILL: a. Work area shall be cleared and rough graded to within four inches of final grade prior to installation of Edison conduit or structures. b. All excavations shall be in accordance with the California State Construction Safety Orders (when applicable), Edison specifications, and all governing local ordinances. C. Each trench to be a uniform depth below final grade prior to installation of Edison conduit or structures. d. Backfill shall be provided by the Contractor for all excavations and shall include crushed rock, concrete, and/or imported backfill, when required. e. Backfill with a MINIMUM of one sack per yard sand cement slurry around and over vaults and manholes per UGS GI 030, section 6.4 and around PMH's within one foot of finished grade, per UGS SS 590.1. f. Backfill, per Edison specifications, shall immediately follow conduit or substructure installation. At no time shall conduit be left exposed over 24 hours. g. No rocks are allowed within 12 inches of direct -buried cables or any conduit without concrete encasement. Native backfill capable of passing through a one-half inch mesh screen shall be considered to be "rock free". If existing backfill does not pass through a 1/2" screen, place imported sand 3" below and 12" above Edison cables. After this point, no rocks larger than 12" diameter are permitted. h. All backfill shall be compacted to meet or exceed local ordinances or other requirements. It shall be placed in a manner that will not damage the conduit or substructure or allow future subsidence of the trench or structures. 5. PAVING: Repaving, where required, shall be placed in such a manner that interference with traffic, including pedestrian traffic, will be kept to a minimum. The Contractor shall establish a program of repaving acceptable to the Municipality, County, or other authority having jurisdiction and which is acceptable to Edison. 6. STRUCTURES: a. All substructures shall be constructed or installed to Edison specifications. b. Install protection barriers per UGS MS 830 when required in areas exposed to traffic, per Edison Inspector. c. All conduit lines and concrete floored substructures shall be water tight. d. All grounding materials shall be furnished and installed by the Contractor. 7. RETAINING WALLS: When required, retaining walls shall be provided by the Developer. Walls are required wherever grade rises more than 18 inches above the structure or 24" above the pad surface at a distance of 5 feet from the same, or in areas subject to erosion. Design and installation must comply with local building ordinances. Refer to Edison Inspector for typical space requirements. 8. PERMITS: All permits necessary for excavation shall be provided by the Contractor/Developer. 9. ACCESS: Heavy truck access shall be maintained to equipment locations. Structures must be clear of all appurtenances that would obstruct the loading or unloading of equipment. 10. SERVICES: a. Meters and services shall comply with Edison Electrical Services Requirements. b. Wiring must be in accordance with applicable local ordinances and approved by local Inspection Authorities. 11. LOCATION: a. The location of excavations and structures for Edison shall be as shown on the working drawing. No deviation from the planned locations will be permitted unless approved by the Edison Inspector. See UGS GI 001, section 2.2. b. Actual location of obstructions, storm drains, and/or other foreign utilities to be the responsibility of the Contractor. See UGS GI 001, section 2.3. 12. Contractor is to verify location and widths of all sidewalks and driveways prior to street light installation. See UGS CD 175.1, UGS CD 175.2 and UGS CD 175.3. 13. SURVEY: Surveying of street improvements, property corners, lot lines, finished grade, etc., necessary for the installation of underground facilities must be completed and markers or stakes placed prior to the start of the installation. In addition, Developer shall maintain the markers during the installation and inspection by Edison. Grade and property line stakes must show any offset measurements. 14. COORDINATION AND SUPERVISION: The Developer shall provide supervision over and coordination among the various contractors working within the development in order to prevent damage to Edison facilities. He is responsible for the cost of repairs, replacement, relocation, or other corrections to Edison facilities made necessary by his failure to provide supervision or to otherwise comply with these specifications. 15. TELEPHONE AND OTHER UTILITY REQUIREMENTS: The drawing prepared for this job may also cover the facilities to be installed for the telephone company and/or other utility. Any questions concerning details of their installation should be referred to the company concerned. 16. OWNERSHIP: Developer is to deed to the Edison Company all structures shown hereon except those shown as customer owned. 17. WARRANTY: Applicants expressly represent and warrant that all work performed and all material used in meeting Applicants obligations herein are free from defects in workmanship and are in conformity with Southern California Edison Companys requirements. This warranty shall commence upon receipt by Applicants of Companys final acceptance and shall expire one year from that date. Applicants agree to promptly correct to the Company's satisfaction and that of any governmental agency having jurisdiction and at Applicant's expense any breach of this warranty which may become apparent through inspection or operation of underground electric system by Company during this warranty period. 18. INSPECTION: Inspection is required during the construction period. A 48 hour advance notice of intent to start construction is required from the contractor to the Southern California Edison Company. Standards of Edison construction requirements are available upon request. Duct and Structure Inspector: CHRIS WHITE Phone: 714-796-9982 Cabling Construction Coordinator: Phone: D05: Rev. 07/21/16 WARNING THE EXCAVATOR MUST TAKE ALL STEPS NECESSARY TO AVOID CONTACT WITH UNDERGROUND FACILITIES WHICH MAY RESULT IN INJURY TO PERSONS OR DAMAGE TO FACILITIES IN THE AREA. THE INDICATED LOCATIONS OF EDISON UNDERGROUND FACILITIES, AS PROVIDED, ARE BELIEVED TO BE ACCURATE, HOWEVER, THE FINAL DETERMINATION OF EXACT LOCATIONS AND THE COST OF REPAIR TO DAMAGED FACILITIES IS THE RESPONSIBILITY OF THE EXCAVATOR. WHERE CONDUITS ARE PICKED UP OR INTERCEPTED, CONDUIT SHALL BE MANDRELLED AND PULL ROPE INSTALLED FROM TERMINAL TO TERMINAL. NOTE: ALL ELECTRICAL DUCTS AND STRUCTURES WILL CONFORM TO GENERAL ORDER #128 (RULES FOR CONSTRUCTION OF UNDERGROUND ELECTRICAL SUPPLY AND COMMUNICATION PRESCRIBED BY THE PUBLIC UTILITIES COMMISSION OF THE STATE OF CALIFORNIA, JANUARY 2006). ASSOCIATED TD'S: TD# DESIGN# TYPE TD1573998 1172646 RULE 20A OH REMOVAL TD1103674 786472 RULE 20B UG INSTALL TD1103682 786477 RULE 20B OH REMOVAL TD1574918 1173387 RULE 20A OH REMOVAL TD1574917 1173386 RULE 20A UG INSTALL CONTRACTOR COST PLUS U FIRM U DEV. INCLUDES PERM. PAVING YES ❑ NO[] PERMIT NUMBER DATE STARTED DATE COMPLETED INSPECTOR PRECASTER CONDUIT UNDERGROUND SERVICE ALERT Dial 811 Call USA For Underground Locating 2 Working Days Before You Dig INVENTORY MAP NO.'S 27-11 B-2 28-11 A-9 27-11 B-1 28-11 D-1 28-11A-2 28-11D-4 28-11 A-3 28-11 D-7 28-11 A-6 28-11 D-8 THOMAS GUIDE MAP NO.'S O.C. 888-G6 O.C. 888-G7 O.C. 888-117 O.C. 918-H1 CD AS -IS OVERALL SINGLE LINE SNEAD 12KV o o LAFA YE T TE SUB 4569991E 791194E 50KVA 50KVA S� 0 F q� S� 791196E 37.5KVA OCG ti 1548592E 1220144E 50KVA 822545E TO V5495826 � 25KVA 37.5KVA c,00 J826A POS. 2 TO V5495826 C� S GS3097 POS. 3 743286E 4- (CLOSED) .• 50KVA Oy�� Oq 713275E % O 50KVA .o OAF` • ,y��`T 00 ��G O� ••• 822544E BF05A33 X00 554234E % V5495827 00G 4- 4569998E 50KVA 1249047E+ `s0 37.5KVA • P � 1816176E q�n ,LgG 37.5KVA GJ, 4432589E •• 6102686 (15A) 0G m 1503066E % 3001173E�, q�0o 50KVA RM: BF04064 ONLY v0 �� S (65A) l� / �� 4338568E • 37.5KVA �' • V5495828 SA 6'x1 2'x7' y 4569937.5K94E F � •• '. • 1503065E N 37.5KVA 822542E o= BF03934 m • 159 •• •• 3001174E P��� n RM: 50KVA ONLY ••• 4569988E 750668E 3-25KVA 1460880E / 50KVA RM: BF02722 ONLY •• •. (15A) .� TO BE REMOVED 5� •• . G `LAG/ �q q % 4402734E sF •�o 50KVA gOyO� O� C,�A Off, • Fq,G 4208491E • ` RM: 50KVA o ONLY • O • P5193118 gl�Oq V5495832 Ol GO • GS3098 123 J832A 1234 1 0 CLP S� PILOT ASSOCIATED TD'S: N TS • RFI4392-1 TD# DESIGN# TYPE • •• RFI4392-2 TD1573998 1172646 RULE 20A OH REMOVAL INVENTORY MAP NO.'S TD1103674 786472 RULE 20B UG INSTALL TD1103682 786477 RULE 20B OH REMOVAL 27-11B-2 28-11A-9 1� TD1574918 1173387 RULE 20A OH REMOVAL 27-116-1 28-11D-1 TD1574917 1173386 RULE 20A UG INSTALL 28-11A-2 28-11D-4 • 0 11 28-11A-3 28-11D-7 ••• OF`q� 28-11A-6 28-11D-8 SINGLE LINE LEGEND • THOMAS GUIDE MAP NO.'S c 9 • O.C. 888-G6 %�� y CIRCUIT 1 = SNEAD 12KV o o LAFAYETIE SUB O.C. 888-G7 E �j�j 1� CIRCUIT 2= JANUARY 12KV o FINAL D O.C. 918-H1o LAFAYETTE SUB o.C. 888-H7 / is CIRCUIT 3 = ANNIKA 12KV o/ o LAFAYETTE SUB CONTRACT PLANNER: BRANDON ADNAMS/ASP •• APPROVED FOR CONSTRUCTION PHONE: 714-893-2405 0 DISTRICT� PROJ. MGR. TODD PEARCE PLANNER ED MERCADO SR NO. c • 33 - HUNTINGTON BEACH 2125173 PHONE 714-973-5817 PHONE 714-870-3242 ,6 DATE REVISION DESCRIPTION APPROVED DRAWN CHECKED FOREMAN TRUCK NO. P/E INVENTORY MAP NO. THOMAS GUIDE GRID NO. DESIGN NO. SEE ABOVE SEE ABOVE 1120890 z° CSD 140 Y BY-PASS EXISTING JTLIVI J.P.A. NO. ASSOCIATED DESIGN NO. v N CODE CHANGE TO CHECKED M-OAD SEE ABOVE +°' PRODUCT/SAP NO. PRODUCT/SAP NO. PRODUCT/SAP NO. 2 TDISM10 (UG) SEE ABOVE I SEE ABOVE PROPOSED CONSTRUCTION (LOCATION) F SCE/CH 11/14/19 SCE/EM ASP 53242 2019 RULE 20A — SNEAD 12KV P 08/30/19 M. CARPENA BALBOA BLVD BETWEEN 36TH & 23RD ST b B 04/03/19 GO/ASP NEWPORT BEACH o SHEET JOB NO. of TYPE APPROVED BY DATE CHECKED BY DRAWN BY I PAX # 1 A 1 co Southern California Edison Company of 1120890 0.01 N J AS -IS OVERALL SINGLE LINE z S1 SNEAD 12KV o/o LAFA YE T TE SUB TO V5447020 GS2748 POS. 2 TO V5102885 (CLOSED) & GS0623 POS. 4 TO V5101402 (CLOSED) GS0531 POS. 2 (CLOSED) V5103447 • V5101331 BS3134• ••• GS0744 12345 1303136E 2295282E 4370789E 543138E 1303137E GS2093 GS2800 �v BF02695 1234 1 2 3 4 R • A c� L7A G M 5103448 V5103450 AN N l� o/o ... ... ... ... ... ... ... ... 00 EPR •• •rAFAYETTE SUB 5... ... ... . . 000 ------ mmom ..• ... �QQ EPR TO V5109447 GS2203 X5105501 31ST ST POS. 4 (CLOSED) . r z � m P5532609 0 0 m > mr 2/OBC M5104086 1303373E 1303372E 1303371E 1303370E 1303369E 1303368E BF02700 25A V5103445 B A 30TH ST �p 2.:�pj... . GS0743 P5332610 �• M3446 1 2 3 4 R 1p O P5444709 •• A G J1 2 233 � • 1 t�EX: 773901H <9 . I J. yyy TO BE REMOVED a 000 500 SPR 9 000 000 aee—seo 1/OA I � � p 64524E 2048193E 1680557E 4829657E 4516704E 652795E .�A� BF05A01 01 Ole /e / / / C, de ode V5444710 29TH ST > 29TH ST 401 • 4_# RM: ONLY M5104087 , 4000236E •• / �o �em 10,s ' lo, 5��� 9 F102627 •• • �l •• / S� LD •• / / 1 ♦` 611605E t 4074851E . / o �` ♦ ��y V5444711 / 0%e�'FQ90 ♦♦ �G J711 A 4829279E `L 1 2 3 4 / / RM: 100KVA ��'o `� �� ♦ �a'' � �� F ♦ ONLY � V5495833 < 4- `� O� ♦ << BS4487 � �o moo' ♦ �� �, RM: ONLY `♦ G ♦ �� .• PS .p �'� 1100 RM: ONLY ♦♦ 4151837E LOAD BREAK BF02723 m� EX: 1503078E 0046138 A 491581E 15A TO BE REMOVED 1200 ♦�G RM: 5OKVA ONLY �y 716469H �G♦<F Q ` �' ��j♦�>> I -1 V5365043 y ♦ ti°J ZSo♦0 P5433961 28TH ST G ♦ 9 00 A B J043A Bj\A SA e 123 ♦ ••' ' •• J043B .•• 123 688668H ♦ P5412511 T RM: 50KVA ♦ -y o . X5412512 L R ONLY O > • 4383806E 9l0 m BS2563 RM: ONLY RM: BF02703 ONLY RFl00905 (15A) r, m<� 9E 4444550E z . ♦ B • 4753433E 1728681E `p �� �� RM:OSKVA RM: 50KVA �� AIATC1� ZINE' C NTS Ly ONLY ` SET ����� 16Y INVENTORY MAP NO.'S S� ♦ ASSOCIATED TD'S: 27-11B-2 28-11A-9 �q> ♦ TD DESIGN TYPE 27-11B-1 28-11D-1 28-11 A-2 28-11D-4 TD1573998 1172646 RULE 20A OH REMOVAL 28-11A-3 28-11D-7 TD1103674 786472 RULE 20B UG INSTALL 28-11A-6 28-11D-8 TD1103682 786477 RULE 20B OH REMOVAL SINGLE LINE LEGEND TD1574918 1173387 RULE 20A OH REMOVAL TD1574917 1173386 RULE 20A UG INSTALL THOMAS GUIDE MAP NO.'S c O.C. 888-G6 p CIRCUIT 1 = SNEAD 12KV o% OE LAFAYETTE SUB .C. 888—G7 O.C. 888—H7 E CIRCUIT 2 = JANUARY 12KV o/o LAFAYETTE SUB FINAL DESIGN O.C. 918—H1 �9 Y = CIRCUIT 3 ANNIKA 12KV o o LAFAYETTE SUB CONTRACT PLANNER: BRANDON ADNAMS/ASP / rn APPROVED FOR CONSTRUCTION PHONE: 714-893-2405 y� DISTRICT PROJ. MGR. TODD PEARCE PLANNER ED MERCADO SR N0. cli Y_ �J 33 - HUNTINGTON BEACH PHONE 714-973-5817 PHONE 714-870-3242 2125173 P �i DATE REVISION DESCRIPTION APPROVED DRAWN CHECKED FOREMAN TRUCK N0. P/E INVENTORY MAP NO. THOMAS GUIDE GRID N0. DESIGN N0. > SEE ABOVE SEE ABOVE 1120890 z° CSD 140 Y BY-PASS EXISTING JTLIVI J.P.A. NO. ASSOCIATED DESIGN NO. v N CODE CHANGE TO CHECKED COAD SEE ABOVE +°' PRODUCT/SAP NO. PRODUCT/SAP N0. PRODUCT/SAP N0. a° TDISM10 (UG) SEE ABOVE SEE ABOVE PROPOSED CONSTRUCTION (LOCATION) 2019 RULE 20A — SNEAD 12KV F SCE/CH 11 /14/19 SCE/EM ASP 53242 � BALBOA BLVD BETWEEN 36TH & 23RD ST P 08/30/19 M. CARPENA b B 04/03/19 GO/ASP NEWPORT BEACH o SHEET JOB NO. of TYPE APPROVED BY DATE CHECKED BY DRAWN BY PAX # O0 1 B 10 Southern California Edison Company of 1120890 0.01 N AS-IS OVERALL SINGLE LINE SNEAD 12KV o/o LAFA YE T TE SUB SBB AyffEE77 >B L jf", TCHLINA'» CEL0 D BrN P 4II+ 5656 01 STCYEEr 100KVA m 0 V5444714 . •; ,, ��'ya 716466H8 881620E �• RM: 50KVA 1-50KVA ONLY o9 X5656400 2-25KVA 1i RM: ONLY . . JBARS RF102117 a J nNO S� 22 Au� 4074852ELO J U U • .•• N < I •• ^ P5412513 GS 293929 J0438 V5444718 � P5410140 ; . 1 2 3 � 400A F103513 26TH ST L' ' V5444716 POS. 2881619E •.o � • � 7'x18'x8' "� N 724767E ��'C�` ... ••• J716A .•• • • • 1 2 3 4 .I '. '. •• �Bq� 1671239E RM: 37.5KVA B5524340 BS2927 Boq X5495901 ONLY �y p \ 3-50KVA '. P5110559 •�° �, . v 0006 298 A nF � 4- ?�' - �A 0.2 0� vv 1200 0 1549236E .� 1Ac?, �� • 1249361E RM: 37.5KVA� ONLY 9 �% O s° v�FrI00 0 . • i o o�9 ti o V5444723 o BS2930 • ° // V5444717 J717A 17� 9 A, J723A 1 2234 1 2 3 : P5111346 724765E 576894E 2 34 BS31576 PILOT . T'S •� .• RM: 50KVA �,y ONLY �00F' / / •� 1 RFI4387-2 PILOT • • • • as 1�P ` // RF14387-5 BS2931 0� goo / V •o PILOT 4GS2928 ' 't • RFI4387-6 ' �,�, 0" 1548840E 1 23456 R A '.� WB AY 1960142E RM: 50KVA G a .• o� 4074854E AVE RM: BF02720 ONLY •o z w V5444719 (15A) ONLY a S5172663 0 \ '•o •. GS2933 1 2 3 • J663A 1 2 3 • • � .0 •. V5444721 ' J721A 1234 •� S� CZ • . o ' • •n 0,0 •'• • F ((F RM49BF04306 4000550E • RM: 50KVA P� 790834E G' •�� p( 0)� 215 Q� •• (15A) ONLY see �50 RF101227 4256039E RM: 50KVA �, .•' .• 791085E G 05 '' Poa cOli�, alp �V� 4633426E TST V5560572 1183284E TO V5638439 GS3739 POS. 2 ONLY RM: 50KVAGHQ J572A (CLOSED) ONLY ,��Q. : 1 2 3 4 401506E RM: 50KVA J899A V5495899 6'x1 2'x8' IN H Jj RI 1 C �� X5495898 1960147E .�ONLY w eA(BOq 9 .• ADO z • 409091ETO BE RM: BF02719 S V5560579 3S� 9q(eoq �� REPLACED (15A) ONLY 0��Q � •°la JgggA JCN • �oN e( (r0 1 2 3 4 P5365268 �.� . J579A GS3519 1 2 3 1 2 3 :• ST .�• TO V5560593 o�� A 1549466E o o FqN ••. FRONT oo�9ti 4y w / N / � '` P5500489 / F Xo oB 1549467E / EX: 50KVA i TO BE REPLACED°�� N TS INVENTORY MAP NO.'S ASSOCIATED TD'S: 27-116-2 28-11A-9 TDJ DESIGN# TYPE 27-11 B-1 28-11 D-1 28-11A-2 28-11D-4 V 2249378E TD1573998 1172646 RULE 20A OH REMOVAL 28-11A-3 28-11D-7 3-75KVA TD1103674 786472 RULE 20B UG INSTALL 28-11A-6 28-11D-8 SINGLE LINE LEGEND TD1173918 117337 RULE 206 OH REMOVAL TD1574918 1173387 RULE 20A OH REMOVAL TD1574917 1173386 RULE 20A UG INSTALL THOMAS GUIDE MAP NO.'S c CIRCUIT 1 = SNEAD 12KV o%o LAFAYETTE SUB FINAL O.C. 888-G6 O.C. 888-G7 DESIGN O.C. 888-H7 E CIRCUIT 2 = JANUARY 12KV o%o LAFAYETTE SUB I O.C. 918-H1 is CIRCUIT 3 = ANNIKA 12KV o%o LAFAYETTE SUB APPROVED FOR CONSTRUCTION CONTRACT PLANNER: BRANDON ADNAMS/ASP PHONE: 714-893-2405 DISTRICT PROJ. MGR. TODD PEARCE PLANNER ED MERCADO SR NO. 33 - HUNTINGTON BEACH PHONE 714-973-5817 PHONE 714-870-3242 2125173 N P DATE REVISION DESCRIPTION APPROVED DRAWN CHECKED FOREMAN TRUCK NO. P/E INVENTORY MAP N0. THOMAS GUIDE GRID NO. DESIGN NO. SEE ABOVE I SEE ABOVE 1120890 z° CSD 140 Y BY-PASS EXISTING JTLIVI P. A. N0. ASSOCIATED DESIGN NO. v N CODE CHANGE TO CHECKED COAD SEE ABOVE +°' PRODUCT/SAP NO. PRODUCT/SAP NO. PRODUCT/SAP NO. I 2 a. TDISM10 (UG) SEE ABOVE SEE ABOVE PROPOSED CONSTRUCTION (LOCATION) F SCE/CH 11/14/19 SCE/EM 2019 RULE 20A — SNEAD 12KV ASP 53242 P 08/30/19 M. CARPENA BALBOA BLVD BETWEEN 36TH & 23RD ST NEWPORT BEACH b B 04/03/19 GO/ASP SHEET JOB NO. o TYPE APPROVED BY DATE CHECKED BY DRAWN BY PAX # C 0 1120890 0.01 of co Southern California Edison Company of N TO V5495826 GS3097 POS. 3 (CLOSED) ,�c� SKEET SEE Ppopospn OVERA IJ, STNG%F, T,%NF, STNGLE SNEAD IRGEND LAFAYETTE SNEAD 12KV o%o LAFAYETTE SUB JANUARY 12KV o%o LAFAYETTE SUB ANNIKA 12KV o%o LAFAYETTE SUB ASSOCIATED TD'S: TDA DESIGN# TYPE TD1573998 1172646 RULE 20A OH REMOVAL TD1103674 786472 RULE 20B UG INSTALL TD1103682 786477 RULE 20B OH REMOVAL TD1574918 1173387 RULE 20A OH REMOVAL TD1574917 1173386 RULE 20A UG INSTALL APPROVED FOR CONSTRUCTION NTS INVENTORY MAP NO.'S 27-116-2 28-11 A-9 27-1113-1 28-11D-1 28-11A-2 28-11D-4 28-11A-3 28-11D-7 28-11A-6 28-11D-8 THOMAS GUIDE MAP NO.'S O.C. 888-G6 O.C. 888-G7 O.C. 888-1-17 O.C. 918-H1 V5543950 7'x18'x8' COMPLIANT 3-4WAY J -BAR 1-50KVA XFMR 1-75KVA XFMR 2-600A RUNS \ IN: V5543950 i \ 7'x18'x8' IN: J3950 \ 1234 \ \ IN: ` \ 50KVA \ IN: i \75K A i v •'• V5495833 X5105501 P5532609 TO V5447020 GS2748 POS. 2 (CLOSED) & TO V5101402 GS0531 POS. 2 (CLOSED) V5103447 1 BS3134 000 GS0744 12345 J447A M5104086 / ^ \ IN: V5543946%NOTE: ••• / IN: 75560062 %: ` IN: GS4108\ 7 x18 x8 VAULT AND SWITCH TO BE / 7'x18'x8' N \ V5543946 INSTALLED ON RULE 20A. '• �j.�'� / / IN: GS4158` ••� i• PT 123456 \ 7'x18'x8' •• 1234 / •• •\ S� COMPLIANT / / � ••• �•• \ ti��� 1-6WAY GS4108 3-3WAY J -BAR / �• / i 1 -AUTOMATION 1-75KVA XFMR � •' i � IN: J062A / �• p�. � IN: : J946A lo,1-100KVA XFMR 1 2 3 IN. �•• i 1 2 3 IN. 6-600A RUNS 25KVA/ < 75KVA ` / •Gf 1-200A RUNS / \ IN:p O'IN: i NOTE: \ 100KV \ �G VAULT AND 2 TRANSFORMERS V5560062 RCS4108 \ o 2�q INSTALLED ON RULE 20A. 7'x18'x8' POS.1 \ °m \� ^ IN: V5543947 COMPLIANT \v �Q.ri�i� \ 7'X18'X8' V5543947 °s ^ \ 7'x18'x8' 1-4WAY J -BAR NOTE: •°`�j�� // : IN J947A\\4- COMPLIANT 2-3WAY J -BAR RCS AND TRANSFORMER 1-25KVA XFMR INSTALLED ON RULE 206. •. J j / 1 234 \ �� 3-4WAY J -BAR 3-600A RUNS IN: oq 3-3WAY J -BAR i 75KVA\ 2-50KVA XFMR .ol 1-75KVA XFMR 4-600A RUNS IN:J947B `� 50KVA� y 2-200A RUNS 1 IN: X5560064 / \ 3'x5'x4' ��y \\ `� i // \moi ��•• � oov � cy, �o IN: 75560063 / 7'x18'x8' yy IN: J063A \ Off, / 123 INA Fq 50KVA � Iy 75560063 0,� v'N: 7 x18'x8' IJ►. COMPLIANT 50KV� Ll" 3-4WAY J -BAR � 2-50KVA XFMR 1-200A RUN SNEAD 12KV o/o LAFAYETTE SUB •• 1303136E 2295282E 4370789E 543138E 1303137E BF02695 M5103448 ... ... ... ... .... 1303373E BF02700 25A V5103445 1 234 R A G J445A 123 1303372E 64524E BF02701 15A 29TH ST V5444711 J711 A 1234 BS4487 1303371E V5103450 1303370E ••• 500 EPR ••• ••• ••• ••• �pp EPR ••• ••• 1303369E 1303368E 2048193E 1680557E 14829657E 4516704E 652795E V5365043 i 43 I 281H ST' 1 2 3 ••' ' •' J043B • ••• 123 P5412511 X5412512 LT R BS2563 I • ffj4TCH L INE '"C �'E SHEET 1F S SINGLE LINE LEGEND 29TH ST CIRCUIT 1 = SNEAD 12KV o%o LAFAYETTE SUB CIRCUIT 2 = JANUARY 12KV o%o LAFAYETTE SUB CIRCUIT 3 = ANNIKA 12KV o%o LAFAYETTE SUB 4000236E TO V5102885 GS0623 POS. 4 (CLOSED) V5101331 GS2093 GS2800 1234 1 2 3 4 AG*. 4� Q ANNIKA 12KV o/o LAFAYETTE SUB • -� TO V5109447 GS2203 POS. 4 (CLOSED) ASSOCIATED TD'S: TDj 2 CLP B A E . • \ P5332610 M3446 0 •• • 1172646 P5444709 20A • REMOVAL y0 • • 60 1 \•cs 20B UG INSTALL TD1103682 786477 RULE 20B OH REMOVAL TD1574918 1173387 RULE 20A OH REMOVAL TD1574917 1173386 RULE 20A UG 0224972 xpp4'•• V5444710 1800 NOTE: 1000 JCN FROM V3946 TO •.• P5543949 V4710 TO BE INSTALLED ON RULE 20B TD1103674. IN: M5561133 5'x10'6"x7' • / ^ \ IN: V5543946%NOTE: ••• / IN: 75560062 %: ` IN: GS4108\ 7 x18 x8 VAULT AND SWITCH TO BE / 7'x18'x8' N \ V5543946 INSTALLED ON RULE 20A. '• �j.�'� / / IN: GS4158` ••� i• PT 123456 \ 7'x18'x8' •• 1234 / •• •\ S� COMPLIANT / / � ••• �•• \ ti��� 1-6WAY GS4108 3-3WAY J -BAR / �• / i 1 -AUTOMATION 1-75KVA XFMR � •' i � IN: J062A / �• p�. � IN: : J946A lo,1-100KVA XFMR 1 2 3 IN. �•• i 1 2 3 IN. 6-600A RUNS 25KVA/ < 75KVA ` / •Gf 1-200A RUNS / \ IN:p O'IN: i NOTE: \ 100KV \ �G VAULT AND 2 TRANSFORMERS V5560062 RCS4108 \ o 2�q INSTALLED ON RULE 20A. 7'x18'x8' POS.1 \ °m \� ^ IN: V5543947 COMPLIANT \v �Q.ri�i� \ 7'X18'X8' V5543947 °s ^ \ 7'x18'x8' 1-4WAY J -BAR NOTE: •°`�j�� // : IN J947A\\4- COMPLIANT 2-3WAY J -BAR RCS AND TRANSFORMER 1-25KVA XFMR INSTALLED ON RULE 206. •. J j / 1 234 \ �� 3-4WAY J -BAR 3-600A RUNS IN: oq 3-3WAY J -BAR i 75KVA\ 2-50KVA XFMR .ol 1-75KVA XFMR 4-600A RUNS IN:J947B `� 50KVA� y 2-200A RUNS 1 IN: X5560064 / \ 3'x5'x4' ��y \\ `� i // \moi ��•• � oov � cy, �o IN: 75560063 / 7'x18'x8' yy IN: J063A \ Off, / 123 INA Fq 50KVA � Iy 75560063 0,� v'N: 7 x18'x8' IJ►. COMPLIANT 50KV� Ll" 3-4WAY J -BAR � 2-50KVA XFMR 1-200A RUN SNEAD 12KV o/o LAFAYETTE SUB •• 1303136E 2295282E 4370789E 543138E 1303137E BF02695 M5103448 ... ... ... ... .... 1303373E BF02700 25A V5103445 1 234 R A G J445A 123 1303372E 64524E BF02701 15A 29TH ST V5444711 J711 A 1234 BS4487 1303371E V5103450 1303370E ••• 500 EPR ••• ••• ••• ••• �pp EPR ••• ••• 1303369E 1303368E 2048193E 1680557E 14829657E 4516704E 652795E V5365043 i 43 I 281H ST' 1 2 3 ••' ' •' J043B • ••• 123 P5412511 X5412512 LT R BS2563 I • ffj4TCH L INE '"C �'E SHEET 1F S SINGLE LINE LEGEND 29TH ST CIRCUIT 1 = SNEAD 12KV o%o LAFAYETTE SUB CIRCUIT 2 = JANUARY 12KV o%o LAFAYETTE SUB CIRCUIT 3 = ANNIKA 12KV o%o LAFAYETTE SUB 4000236E TO V5102885 GS0623 POS. 4 (CLOSED) V5101331 GS2093 GS2800 1234 1 2 3 4 AG*. 4� Q ANNIKA 12KV o/o LAFAYETTE SUB • -� TO V5109447 GS2203 POS. 4 (CLOSED) ASSOCIATED TD'S: TDj DESIGN# TYPE TD1573998 1172646 RULE 20A OH REMOVAL TD1103674 786472 RULE 20B UG INSTALL TD1103682 786477 RULE 20B OH REMOVAL TD1574918 1173387 RULE 20A OH REMOVAL TD1574917 1173386 RULE 20A UG INSTALL APPROVED FOR CONSTRUCTION NTS INVENTORY MAP NO.'S 27-1113-2 28-11A-9 27-1113-1 28-11D-1 28-11A-2 28-11D-4 28-11 A-3 28-11D-7 28-11A-6 28-11D-8 THOMAS GUIDE MAP NO.'S O.C. 888-G6 O.C. 888-G7 O.C. 888-H7 O.C. 918-H1 PrP / / / / ,'IN: GS4112 / 12345 IN: X5566065 \ p y / / go 3 x5 x4 P�NF / / IN: J072A •• / / ` ,� / 123 • / IN: •/ / ���.• \ \50KVA1.el000,�, /\ I: \ 50KVA / 6 \ ✓ / `v / ^ IN: V5560066 • � 7'x18'x8' / 123 <01 IN: \ 50KVA 40> V5560066 IN: � 7'x18'x8' `,25KVA COMPLIANT �/ 3-3WAY J -BAR 1-50KVA XFMR 1-25KVA XFMR 1-200A RUN / S�'E SHEET 1''„ ffATCH LINE "C o,. J • • m • V5444714 NOTE: Z VAULT INSTALLED ON RULE 20A TD1509510. V5584072 • 7'x18'x8' COMPLIANT 1-5WAY GS4112 U 3-3WAY J -BAR C) N LO 2-50KVA XFMR P5412513 4-600A RUNS • 2-200A RUNS • 26TH ST IN: V5584072 V5444716 7'x18'x8' 7'x18'x8' • • • \ ••• J716A o ••� ,� 1234 0 �►/ �' BS2927 0 85524340 `goo3-50KVA P5110559 9 "O • . • G �-o -0' V5543955 ff •. ��100, 71x18'x8' J71 7A 100,O . / COMPLIANT 1234 BS3156 •• / 1-4WAY GS4113 • 3-3WAY J -BAR 1-50KVA XFMR •j v • 1-75KVA XFMR Q.�LP Y •• 2-600A RUNS GS2928 1-200A RUN 1 2 3 4 5 6 R NOTE: A G VAULT TO BE INSTALLED N: X5724633 3'x5'x4' ON RULE 20A (TD1509510. lo, 10\ / \ / \ IN: V5543955 / / IN: GS4113 7'x18'x8' 1 2 3 4 / / / / IN: J3955 / 123 y 0,\ IN:� / • \ 50KVA / \ IN: / / ; \ \ 75KVA / •� /�� IN: V5560067 \v / .\- 0. X123 \ 7'x14'x8' IN: 75KVA `1 ` V5560067 , 7'x18'x8' COMPLIANT 2-3WAY J -BAR 1-75KVA XFMR 1-200A RUN '549467E IN: 100KVA V5495899 S\ 6 x12 x8 •• ' ti IN: J899A / 123 A • O, P5500489 1549466E 4- 2249378E 3-75KVA V5444717 PILOT RFI4387-2 PILOT RFI4387-5 PILOT RFI4387-6 V TICA 0 BIG T PROPOSED OVERALL SNEAD 12KV o A 1�r FT, L li t r ell n II YI LAFAYETTE SUB SINGLE LINE LEGEND CIRCUIT 1 = SNEAD 12KV o%o LAFAYETTE SUB CIRCUIT 2 = JANUARY 12KV o%o LAFAYETTE SUB CIRCUIT 3 = ANNIKA 12KV o%o LAFAYETTE SUB ASSOCIATED TD'S: TDj DESIGN# TYPE A-9 27-1113-1 TD1573998 1172646 RULE 20A OH REMOVAL TD1103674 786472 RULE 20B UG INSTALL TD1103682 786477 RULE 20B OH REMOVAL TD1574918 1173387 RULE 20A OH REMOVAL TD1574917 1173386 RULE 20A UG INSTALL APPROVED FOR CONSTRUCTION V5638439 3739 POS. 2 (CLOSED) NTS INVENTORY MAP NO.'S 27-1113-2 28-11 A-9 27-1113-1 28-11D-1 28-11A-2 28-11 D-4 28-11A-3 28-11D-7 28-11 A-6 28-11 D-8 THOMAS GUIDE MAP NO.'S O.C. 888-G6 O.C. 888-G7 O.C. 888-H7 O.C. 918-H1 3 0 0 I 0, 0 0 N GPS: LAT: N 33° 37' 00.83" LONG: W 117° 56' 03.42" NOTE: -PTC REQUIRED. (ROUTE 7) -TRAFFIC CONTROL REQUIRED. EX: 2333901E POLE 50' CLASS 4 (1987) INSP. 2010 IN: 1-12KV SURGE ARRESTER 3P 1-12KV 1000 POTHEAD 3P W/ARM 1 -RISER 5" UNISTRUT 1 -PRECUT UNISTRUT 1-10' SNGL TAN COMP XARM W/BRKT 3-POTHEAD BUSHING COVER 3/C 2/0 PH & LA TOP OF RISER COMM MSGR 42'6" 39'6" 366" 27' PROPOSED L/NW 2333901E Ar".. Cl: 4/OBC 2 5 4/OBC L 1 188' V0974 TO 3901E L/N IN: 228' 3-1/C 1000 JCN (SNEAD 12KV) EPL V0974 TO 3901 E =1222' MAX SIDEWALL =2172' RUN = 188' RISE = 40' TOTAL = 228' NOTE: COST PLUS TO INSTALL 2-6" RISER BENDS WITH 6" TO 5" REDUCERS AT BASE OF POLE. SPEED LIMIT 25 36'TV ST 30, 14+60.08 C/L PARK LANE 10' S 11+70.04 C/L 36TH ST 5' 10' P14 Rff SPEED 14too LIMITr1 25 N 1 EX. SL �I EX. HH SS I5 NOT ON FIM - - 4426681E SS SS \ W o SS 5' V) X W X am � I SS em ~ w 1121+95.42 C/L BALBOA BLVD 10+00.00 C/L 36TH STREET 6" G 111+3b NOTE: POLE TO BE REMOVED ON TD1573998. I I G W - 8" VCP SS ALLEY ALLL'Y 211 3.15KW 3.50KVA 35TH ST 30' SPEED S L 10' v5' LIMIT 5' S' 25 ss I I I II I I I I I I I I I I I I 12" ACP W SSI °$ co I I � cV G G N `a 123+10.81 C/L BALBOA BLVD rn _ 10+00.00 C/L ALLEY - -- + 00 I CV 123+00 T- Moll p Cr 41 5' 5'---1 10' i 30' 36aTH ST I 128 128 1/2 3.02KW 3.36KVA VD=0.24% I FL=1.88% S S `N EX. 1-3' (30') 205 CAP TO H205 1/2 124+25.81 C/L BALBOA BLVD EX. 1/0 (90') 2.48KWJ = 10+00.00 C/L 35TH STREET 2.76KVA x SSi w w A7 iF --- 18" A SD O `J C1 1 3" 12" ACP W 3 129' V0974 TO H947B IN: 129' 3-1/C 2-350 & 1-4/0 SEC.T�O� �� T V/ T� EPL L V0974 TO H974B - 462' H974B TO V0974 = 255' * MAX PULL =1223' 6" G Go r- PO rn r- Ln +Ui r� h O M M> to � N N N > w �I r. V + ) N 04+ N zo N > 124+w0 - - COx + O _ N N N ON H047E EX. 1-3" (15') 3' 497453E 8+88 TLM: SIZE KVA CUST % LOAD EX. 37.5 34.63 21 92.35 GPS: LAT: N 33' 36' 58.99" LONG: W 117' 56' 04.16" NOTE: -NO PTC REQUIRED. -NO TRAFFIC CONTROL REQUIRED. �EX:1249047E POLE:1249047E POLE iii NILJ .� ��■�. EX. 1-3" (35') /-WW Tn uu 1249047E wl 12KV 120/240V 10 I W E� -- 9+04 204°1/2 + I P&I -- P&I EX. HH P&I NEUT 4.61 KVA ROLLER IN: 1-10' I EX. CIC (5') 10+70 SS I I is FL=0.53% FL=3.05% 2333901E POLE TO H VERTICAL PVC 1-2" UNDERARM PVC 2-3/8" SPAN GUY (TO 8590E) EX. 1-3" (60') RULE 20A UG INSTALL 208 CAP TO H NI II %� 209011/2 UI I 2.95KW 3.28KVA I II Iw I I / 3.50KW I NI � X I I I w 1 I I i I i 1548590E 3.89KVA 1 5' 5' 10' 92 II 22;E;XHH 4B- - ABANDON CL• HXTOIPoL,E SS SI Lf _L �� I �` RM: 38' 2-4/0 & 1-1/0 0 46' 206 3.68KW I u 207 H974B TO PANEL 204 36TH ST 212KW IN: 56 3-1/C 2-1/0 & 1-#2 SERV. 4.09KVA 10+99 I 2.36KVA EPL 22.5' C) H974B TO PL 204 =142' I o o+ 0 II + MAX PULL =696' I 12" ACP W SSI °$ co I I � cV G G N `a 123+10.81 C/L BALBOA BLVD rn _ 10+00.00 C/L ALLEY - -- + 00 I CV 123+00 T- Moll p Cr 41 5' 5'---1 10' i 30' 36aTH ST I 128 128 1/2 3.02KW 3.36KVA VD=0.24% I FL=1.88% S S `N EX. 1-3' (30') 205 CAP TO H205 1/2 124+25.81 C/L BALBOA BLVD EX. 1/0 (90') 2.48KWJ = 10+00.00 C/L 35TH STREET 2.76KVA x SSi w w A7 iF --- 18" A SD O `J C1 1 3" 12" ACP W 3 129' V0974 TO H947B IN: 129' 3-1/C 2-350 & 1-4/0 SEC.T�O� �� T V/ T� EPL L V0974 TO H974B - 462' H974B TO V0974 = 255' * MAX PULL =1223' 6" G Go r- PO rn r- Ln +Ui r� h O M M> to � N N N > w �I r. V + ) N 04+ N zo N > 124+w0 - - COx + O _ N N N ON H047E EX. 1-3" (15') 3' 497453E 8+88 TLM: SIZE KVA CUST % LOAD EX. 37.5 34.63 21 92.35 GPS: LAT: N 33' 36' 58.99" LONG: W 117' 56' 04.16" NOTE: -NO PTC REQUIRED. -NO TRAFFIC CONTROL REQUIRED. �EX:1249047E POLE:1249047E POLE iii NILJ .� ��■�. EX. 1-3" (35') /-WW Tn uu 1249047E SPEED 12KV 120/240V 10 RM: 81' 2/OBC 12KV (TO 2009H) 1-10' 9+04 204°1/2 + LIMIT P&I 4.15KW P&I EX. HH P&I NEUT 4.61 KVA ROLLER IN: 1-10' I EX. CIC (5') 10+70 30 DE (#2BC) FL=0.53% FL=3.05% 2333901E POLE TO H 12" ACP W SSI °$ co I I � cV G G N `a 123+10.81 C/L BALBOA BLVD rn _ 10+00.00 C/L ALLEY - -- + 00 I CV 123+00 T- Moll p Cr 41 5' 5'---1 10' i 30' 36aTH ST I 128 128 1/2 3.02KW 3.36KVA VD=0.24% I FL=1.88% S S `N EX. 1-3' (30') 205 CAP TO H205 1/2 124+25.81 C/L BALBOA BLVD EX. 1/0 (90') 2.48KWJ = 10+00.00 C/L 35TH STREET 2.76KVA x SSi w w A7 iF --- 18" A SD O `J C1 1 3" 12" ACP W 3 129' V0974 TO H947B IN: 129' 3-1/C 2-350 & 1-4/0 SEC.T�O� �� T V/ T� EPL L V0974 TO H974B - 462' H974B TO V0974 = 255' * MAX PULL =1223' 6" G Go r- PO rn r- Ln +Ui r� h O M M> to � N N N > w �I r. V + ) N 04+ N zo N > 124+w0 - - COx + O _ N N N ON H047E EX. 1-3" (15') 3' 497453E 8+88 TLM: SIZE KVA CUST % LOAD EX. 37.5 34.63 21 92.35 GPS: LAT: N 33' 36' 58.99" LONG: W 117' 56' 04.16" NOTE: -NO PTC REQUIRED. -NO TRAFFIC CONTROL REQUIRED. �EX:1249047E POLE:1249047E POLE iii NILJ .� ��■�. EX. 1-3" (35') /-WW Tn uu 1249047E EX: 1-37.5KVA 12KV 120/240V 10 RM: 81' 2/OBC 12KV (TO 2009H) 1-10' 9+04 2-10' + 3-12KV P&I 4 -SEC P&I EX. HH P&I NEUT 1-166 ROLLER IN: 1-10' I EX. CIC (5') I 3-12KV DE (#2BC) 5-166 ROLLER POLE TO H VERTICAL PVC 1-2" UNDERARM PVC 2-3/8" SPAN GUY (TO 8590E) EX. 1-3" (60') RULE 20A UG INSTALL CAP TO H NI UI ml NI I I NI � X I I I w 1 I 1 5' 5' 10' 45' CLASS 4 (1959) INSP. 2010 EX: 1-37.5KVA 12KV 120/240V 10 RM: 81' 2/OBC 12KV (TO 2009H) 1-10' SNGL XARM FB 2-10' SNGL XARM FB SEC 3-12KV P&I 4 -SEC P&I 2 -SEC P&I NEUT 1-166 ROLLER IN: 1-10' DBLE DE COMP XARM W/BRKT 1-10' SNGL DE COMP XARM W/BRKT 3-12KV DE (#2BC) 5-166 ROLLER 1-2" VERTICAL PVC 1-2" UNDERARM PVC 2-3/8" SPAN GUY (TO 8590E) ALLEr 38' 37' 35' 1 3 x x x x 3505 (2) w w 1.40KW 1.55KVA VD=0.21% FL=1.86% QO1 71' 1 H047E TO PANEL 129 35TH ST IN: 81' 3-1/C 2-1/0 & 1-#2 SERV EPL H047E TO PL 129 = 203' MAX PULL = 696' 3/8" SG 37.5KVA XFMR COMM COMM 2' 29'8" 20'11 " 201'6" 19'6" PROPOSED L/S 1249047E 3/C #2WPC 120V W NOTE: POLE TO BE REMOVED E; �+ _ ; ON TD1573998. ON X UJ W GPS: LAT: N 33' 37' 00.25" LONG: W 117' 56' 02.16" NOTE: -NO PTC REQUIRED. -NO TRAFFIC CONTROL REQUIRED. -SEE ASSOCIATED W.O. TD1573998 FOR RELATED OH CONDUCTOR REMOVAL. -DISCONNECT SECONDARY FEEDING RISER. 45' CLASS 4 (1964) INSP. �O' RM: 1-10' SNGL XARM VB 2-10' SNGL XARM FB SEC 3-12KV P&I 2 -SEC P&I NEUT 2-166 ROLLER 1 -RISER 3" IN: 1-12KV 1/0 POTHEAD 3P W/ARM 1-12KV SURGE ARRESTER 3P 1-10' SNGL DE COMP XARM W/BRKT 1-10' SNGL TANGENT COMP XARM W/BRKT 1 -RISER 5" UNISTRUT 3-12KV DE (#2BC) 5-166 ROLLER 1-2" UNDERARM PVC 3-POTHEAD BUSHING COVER S 3/C #2BC 12KV 3/8" SG PH & LA TOP OF RISER 3/C #2WPC 120V 3/8" SG CATV COMM 37 COMM 36'6" 34'6" 31'6" 28'6" 22,3„ 21' 19'10" I PROPOSED L/S 1548590E Cl: 2 5" 2 3" 4 364' V0974 TO V3943 IN: 364' 3-1/C 1000 JCN (SNEAD 12KV) IN: 364' 2-1/C 1/0 JCN (SNEAD 12KV) SIDEWALL EPL - 1000 JCN PULL PRESSURE V0974 TO V3943 =1058' =1051' V3943 TO V0974 =1057' =1049' MAX = 2172' =1444' EPL - 1/0 JCN V0974 TO V3943 = 966' V3943 TO V0974 = 962' MAX PULL =1041' GPS. LAT: N 33' 36' 59.38" LONG: W 117° 56' 02.88" NOTE: -PTC REQUIRED. (ROUTE 7) - - -TRAFFIC CONTROL REQUIRED. CI: V5570974 VAULT 4 7'x18'x8' TUB STYLE 2-6" GRADE RINGS REQ'D 2-8" VENTS REQ'D IN: 1-600A 5WAY RAG SW (GS4106) SN:------------- - - 1-25KVA 120/240V 12KV FUSED DE W/1/0 SN:_ 6-600A ELBOW 1000 (FIG D) (POS. 2 & 4) 2-200A LOAD BREAK ELBOW W/BUSHING (1/0) (XFMR) 7-600A EXT. W/200A TAP 1/0 LBE 12KV (FIG B) (POS. 1, 3 & 5) 2-600A DE RECEP. W TEST PT. (FIG A) (POS. 3 & 5) 1-1P 4WAY INS BAR #8-350) (XFMR) 1 -COMPOSITE CABLE RACK & GROUND KIT (4/0 BC) 18-20" COMPOSITE CABLE HOOK TLM DATA: V5570974 SIZE KVA CUST % LOAD EXIST: - - - - % PROP: 25 11_26 5 45.0% VOLTAGE DROP: 0.53% FLICKER FACTOR: 3.05% PRI. CIRCUIT: SNEAD 12KV SUBSTATION: LAFAYETTE SUB ADDRESS METER NUMBER 211 35TH ST 222020-032958 205 35TH ST 222010-731511 205 1/2 35TH ST 222010-731508 204 36TH ST222010-731509 204 1/2 36TH STI 222011-311161 ASSOCIATED TD'S: TD# SS - SS TD1573998 1172646 RULE SS OH REMOVAL TD1103674 786472 RULE 20B UG INSTALL TD1103682 786477 RULE 20B OH REMOVAL TD1574918 1173387 SS 20A OH SS SS�i SS 1173386 RULE 3/C #2WPC 120V W NOTE: POLE TO BE REMOVED E; �+ _ ; ON TD1573998. ON X UJ W GPS: LAT: N 33' 37' 00.25" LONG: W 117' 56' 02.16" NOTE: -NO PTC REQUIRED. -NO TRAFFIC CONTROL REQUIRED. -SEE ASSOCIATED W.O. TD1573998 FOR RELATED OH CONDUCTOR REMOVAL. -DISCONNECT SECONDARY FEEDING RISER. 45' CLASS 4 (1964) INSP. �O' RM: 1-10' SNGL XARM VB 2-10' SNGL XARM FB SEC 3-12KV P&I 2 -SEC P&I NEUT 2-166 ROLLER 1 -RISER 3" IN: 1-12KV 1/0 POTHEAD 3P W/ARM 1-12KV SURGE ARRESTER 3P 1-10' SNGL DE COMP XARM W/BRKT 1-10' SNGL TANGENT COMP XARM W/BRKT 1 -RISER 5" UNISTRUT 3-12KV DE (#2BC) 5-166 ROLLER 1-2" UNDERARM PVC 3-POTHEAD BUSHING COVER S 3/C #2BC 12KV 3/8" SG PH & LA TOP OF RISER 3/C #2WPC 120V 3/8" SG CATV COMM 37 COMM 36'6" 34'6" 31'6" 28'6" 22,3„ 21' 19'10" I PROPOSED L/S 1548590E Cl: 2 5" 2 3" 4 364' V0974 TO V3943 IN: 364' 3-1/C 1000 JCN (SNEAD 12KV) IN: 364' 2-1/C 1/0 JCN (SNEAD 12KV) SIDEWALL EPL - 1000 JCN PULL PRESSURE V0974 TO V3943 =1058' =1051' V3943 TO V0974 =1057' =1049' MAX = 2172' =1444' EPL - 1/0 JCN V0974 TO V3943 = 966' V3943 TO V0974 = 962' MAX PULL =1041' GPS. LAT: N 33' 36' 59.38" LONG: W 117° 56' 02.88" NOTE: -PTC REQUIRED. (ROUTE 7) - - -TRAFFIC CONTROL REQUIRED. CI: V5570974 VAULT 4 7'x18'x8' TUB STYLE 2-6" GRADE RINGS REQ'D 2-8" VENTS REQ'D IN: 1-600A 5WAY RAG SW (GS4106) SN:------------- - - 1-25KVA 120/240V 12KV FUSED DE W/1/0 SN:_ 6-600A ELBOW 1000 (FIG D) (POS. 2 & 4) 2-200A LOAD BREAK ELBOW W/BUSHING (1/0) (XFMR) 7-600A EXT. W/200A TAP 1/0 LBE 12KV (FIG B) (POS. 1, 3 & 5) 2-600A DE RECEP. W TEST PT. (FIG A) (POS. 3 & 5) 1-1P 4WAY INS BAR #8-350) (XFMR) 1 -COMPOSITE CABLE RACK & GROUND KIT (4/0 BC) 18-20" COMPOSITE CABLE HOOK TLM DATA: V5570974 SIZE KVA CUST % LOAD EXIST: - - - - % PROP: 25 11_26 5 45.0% VOLTAGE DROP: 0.53% FLICKER FACTOR: 3.05% PRI. CIRCUIT: SNEAD 12KV SUBSTATION: LAFAYETTE SUB ADDRESS METER NUMBER 211 35TH ST 222020-032958 205 35TH ST 222010-731511 205 1/2 35TH ST 222010-731508 204 36TH ST222010-731509 204 1/2 36TH STI 222011-311161 ASSOCIATED TD'S: TD# DESIGN# TYPE TD1573998 1172646 RULE 20A OH REMOVAL TD1103674 786472 RULE 20B UG INSTALL TD1103682 786477 RULE 20B OH REMOVAL TD1574918 1173387 RULE 20A OH REMOVAL TD1574917 1173386 RULE 20A UG INSTALL 4/OBC Cl: j 1548 15 IF 4/OBC 590E 6" 2 132' V0974 TO 8590E IN: 167' 3-1/C 1/0 JCN (SNEAD 12KV) EPL V0974 TO 8590E =378' MAX SIDEWALL =1523' RUN = 132' RISE = 35' TOTAL = 167' UNDERGROUND SERVICE ALERT Dial 811 Call USA For Underground Locating 2 Working Days Before You Dig 0 v cA UP ) F� � vo Pc APPROVED FOR CONSTRUCTION vP Cj 0 20 40 INVENTORY MAP NO.'S 27-116-2 28-11A-9 27-11B-1 28-11D-1 28-11A-2 28-11D-4 28-11A-3 28-11D-7 28-11A-6 28-11D-8 THOMAS GUIDE MAP NO.'S O.C. 888-G6 O.C. 888-G7 O.C. 888-H7 O.C. 918-H1 #2CT 120V (WIZZAR) #2CT 120V 9/32" WIZZAR 9/32" SG 37.5KVA XFMR 1/C #2WPC 120V 1/C #2WPC 120V 1/C #2WPC 120V 9/32" SG CATV COMM 35 34'11 " 34' 22'9" 21'5" I 42,6„ 41'6" 40' 6'3" '7" 1 PROPOSED TLM: SIZE KVA CUST % LOAD L/N W 1503065E EX. 37.5 29.65 18 79.07 GPS: LAT: N 33° 36' 58.45" LONG: W 117° 56' 00.40" 1D IN: 40' #2CT MIDSPAN WIZZAR NOTE: -NO PTC REQUIRED. -NO TRAFFIC CONTROL REQUIRED. -NO #2WPC KIT, USED #4WPC KIT FOR REMOVAL. EX:4569994E POLE 10' I T I I I I GPS: LAT: N 33' 36' 56.86" LONG: W 117° 55' 58.69" TLM: SIZE KVA CUST % LOAD EX. 37.5 36.94 23 98.51 216 ~1- r i i 216 1/2 -NO PTC REQUIRED. 3.90KW I I I -TRAFFIC CONTROL REQUIRED. 4.33KVA I 128 18 1/2"01%24" (FULL TRAFFIC) EX: 1503065E POLE 212 g PROPOSED L/SE 50' CLASS 4 (1963) INSP. 2019 5' EX: 1-37.5KVA 12KV 120/240V 1P 1 I RM: 159' 3/C #2WPC 120V (TO 0880E) 4856201E 1-10' SNGL XARM FB 21414 I I 213 3-12KV P&I 2.97KW 5.71 KW IN: 70' #2CT 120V (WIZZAR) 3.29KVA I 6.34KVA 1-10 DBLE XARM VB I - - - 3-12KV DE (#2BC) 45' CLASS H4 (2020) i I EX: 1-37.5KVA 12KV 120/240V 10 RM: 125' 3/C #2WPC 120V (TO 1174E) 204 1-10 SNGL XARM FB 1.38KW _ 3-12KV P&I 1.54KVA IN: 40' 2CT 120V (TO WIZZAR) Fw=0. °O 1-10 DBLE DE COMP XARM W/BRKT 3-12KV DE (#2BC) 2-166 ROLLER 2/C #2BC 12KV _----- 9/32" SG S FUSE ARM 37.5KVA XFMR #2CT 120V WIZZAR O TOP OF RISER CATV J COMM 37'7"r COMM 36'7" 35'1" o rn 32,7" [ N 28'11 27'11 " 23'1" � � Cl: 22'2" qRU 21'8" 1 PROPOSED L/SE 4569994E TOP OF RISER CATV COMM303 29' 221' 9' SEE 42 Cl:71\\ 1 3"7777777777777 �1 0 26' 128 1' H943A TO PANEL 128 -128 1 128 1/2 VD=0.76% ,A IN: 36' 3-1/C 2-1/0 & 1-#2 SERV. 2.40KW FL=2.24% n EPL 2.67KVA EX. HH h H943A TO PL 208 = 54' 43A la ;Z�: MAX PULL =696' Cl: - 13 6" E 240' V3943 TO H943B IN: 240' 3-1/C 2-350 & 1-4/0 SEC. I EPL 126 V3943 TO H943B = 941' 126 1/2 w H943B TO V3943 = 591' * 1.27KW 9+32 4, , MAX PULL =1223' 1.42KVA H943B 12" ACP W 125+40.84 C/L BALBOA BLVD 10+00.00 C/L ALLEY NOTE: POLE TO BE REMOVED ON TD1573998. n E 207 1.57KW 1.75KVA c 205 w w 0.49KW 0.55KVA VD=0.05% FL=1.90% �I SS SS S�'E BELOW RICHT MATCH LINE 12f 00 214 I 212 \ f o 0.92KW CN 1.08KVA U N -- -- wl 210 FI 1 210 1/2p I 5.66KW �S 6.29KVA F E 208 EX. HH 208 1/2 2.20KW 2.44KVA EX. CIC (5') HH TO POLE 0 N 206 206 1/2 1.85KW ~ 2.07KVA N z SPEED 204 LIMIT 0.90KW 1.00KVA 3011 - - I YI� `V 213 co 0I 213 1/2 04 1.18KW � 1.31KVA _ IN I I wI� - - 211 1 211 1/2 1.63KW 1 1.82KVA E 1 209 209 1/2"'��:EX. 1-3" (25') 3.88KW 4.31KVA 207 207 1/2 2.51 KW 2.78KVA 205 205 1/2 3.81 KW 4.29KVA VD=0.34% FL=2.25% 00 12" ACP W �J w B�1LB0�1 BL V� N W Co 126+55.87 C/L BALBOA BLVD 10+00.00 C/L 34TH STREET N e 6 G o N &--EX. w PO 131o034012.40KWwZ2.67KVA 1-3" �N POLE TO HH NOTE: POLE TO BE REMOVED E -� ON D1573998. Cl: 129B 1 3" 3.47KW 5 219' 3.85KVA V3943 TO H943A IN: 219' 3-1/C 2-350 & 1-4/0 SEC. EPL V3943 TO H943A =1210' H943A TO V3943 =474' i i i i i Cl: HH H943B 124 4' MAX PULL -we-- I 128 18 1/2"01%24" (FULL TRAFFIC) --- - 212 � I PROPOSED L/SE 126 211A 212 1/2 01 I 127 4856201E 211 B 2.18KW N _ 0 2.18KW 2.42KVA , I N� I 2.42KVA 222010-747271 X NOTE: O X w I 209 EX: H943A 216 T I OHLWORKTALLED ORDER D157 998• I 209 1/2 210 I CD 2.36KVA "' 2.O6KW 210 (REAR)i 18 1/2"x31"x24" (FULL TRAFFIC) Q I I I 2 29KV� 1.70KW �1 4.33KVA II � 222010-743652 EX. HH 1.88KVA I I I IN: 1-1P 6WAY INS BAR (#8-350) 11+19 E 2.80K.80KW 40 CLASS 5 (2020) INSP. N/A 208 � E ---------- 3.12KVA 208 1/2 2.56KW IN: 1 -RISER 3" I 0 2.84KVA I o , I Cl: 1-9/32" WIZZAR I± I 45' CLASS H4 (2020) i I EX: 1-37.5KVA 12KV 120/240V 10 RM: 125' 3/C #2WPC 120V (TO 1174E) 204 1-10 SNGL XARM FB 1.38KW _ 3-12KV P&I 1.54KVA IN: 40' 2CT 120V (TO WIZZAR) Fw=0. °O 1-10 DBLE DE COMP XARM W/BRKT 3-12KV DE (#2BC) 2-166 ROLLER 2/C #2BC 12KV _----- 9/32" SG S FUSE ARM 37.5KVA XFMR #2CT 120V WIZZAR O TOP OF RISER CATV J COMM 37'7"r COMM 36'7" 35'1" o rn 32,7" [ N 28'11 27'11 " 23'1" � � Cl: 22'2" qRU 21'8" 1 PROPOSED L/SE 4569994E TOP OF RISER CATV COMM303 29' 221' 9' SEE 42 Cl:71\\ 1 3"7777777777777 �1 0 26' 128 1' H943A TO PANEL 128 -128 1 128 1/2 VD=0.76% ,A IN: 36' 3-1/C 2-1/0 & 1-#2 SERV. 2.40KW FL=2.24% n EPL 2.67KVA EX. HH h H943A TO PL 208 = 54' 43A la ;Z�: MAX PULL =696' Cl: - 13 6" E 240' V3943 TO H943B IN: 240' 3-1/C 2-350 & 1-4/0 SEC. I EPL 126 V3943 TO H943B = 941' 126 1/2 w H943B TO V3943 = 591' * 1.27KW 9+32 4, , MAX PULL =1223' 1.42KVA H943B 12" ACP W 125+40.84 C/L BALBOA BLVD 10+00.00 C/L ALLEY NOTE: POLE TO BE REMOVED ON TD1573998. n E 207 1.57KW 1.75KVA c 205 w w 0.49KW 0.55KVA VD=0.05% FL=1.90% �I SS SS S�'E BELOW RICHT MATCH LINE 12f 00 214 I 212 \ f o 0.92KW CN 1.08KVA U N -- -- wl 210 FI 1 210 1/2p I 5.66KW �S 6.29KVA F E 208 EX. HH 208 1/2 2.20KW 2.44KVA EX. CIC (5') HH TO POLE 0 N 206 206 1/2 1.85KW ~ 2.07KVA N z SPEED 204 LIMIT 0.90KW 1.00KVA 3011 - - I YI� `V 213 co 0I 213 1/2 04 1.18KW � 1.31KVA _ IN I I wI� - - 211 1 211 1/2 1.63KW 1 1.82KVA E 1 209 209 1/2"'��:EX. 1-3" (25') 3.88KW 4.31KVA 207 207 1/2 2.51 KW 2.78KVA 205 205 1/2 3.81 KW 4.29KVA VD=0.34% FL=2.25% 00 12" ACP W �J w B�1LB0�1 BL V� N W Co 126+55.87 C/L BALBOA BLVD 10+00.00 C/L 34TH STREET N e 6 G o N &--EX. w PO 131o034012.40KWwZ2.67KVA 1-3" �N POLE TO HH NOTE: POLE TO BE REMOVED E -� ON D1573998. Cl: 129B 1 3" 3.47KW 5 219' 3.85KVA V3943 TO H943A IN: 219' 3-1/C 2-350 & 1-4/0 SEC. EPL V3943 TO H943A =1210' H943A TO V3943 =474' i i i i i Cl: HH H943B 124 4' MAX PULL =1223' I 128 18 1/2"01%24" (FULL TRAFFIC) 124 1 /2 , 35TH ST PROPOSED L/SE 126 IN: 1-1P 6WAY INS BAR (#8-350) 2.91 KW A I I _ ff1, I 127 4856201E 124 I 1 222010-746593 _ 0.70KW I 122 1/2 35TH ST I N� CD 0.78KVA 222010-747271 ml NOTE: O 122 122 1/2 CD of EX: H943A 216 T 131 OHLWORKTALLED ORDER D157 998• N1 217A I c~�I 125 34TH ST APT A 222010-124264 U �I 217B 2.36KVA "' 3.69KVA 11413.90KW I 18 1/2"x31"x24" (FULL TRAFFIC) wl I I I EX: 4856201E POLE 4.07KVA WI �I �1 4.33KVA RM: 1-1P 4WAY INS BAR (#8-350) 222010-743652 6 214A I 214BI �` I ~1 IN: 1-1P 6WAY INS BAR (#8-350) 2.80K.80KW 40 CLASS 5 (2020) INSP. N/A I � E ---------- 3.12KVA RM: RM: 53' #2CT 120V (TO 1174E) IN: 1 -RISER 3" 1-9/32" SPAN GUY (TO 9994E) , I Cl: 1-9/32" WIZZAR 1 3" 1-1P HYPLUG (2-350 & 1-4/0) E E EX. HH 123A 1238 4856 7 13' 120210/2 I NI 1.84KW 201E H943B TO 6201E 3.35KW H943C I 2.04KVA IN: 43' 3-1/C 2-350 & 1-4/0 SEC. 3.72KVA EPL , N H943B TO 6201 E = 57' - - - - MAX SIDEWALL =1223' �I RUN = 13' RISE = 30' ~ 20 TR: 9/32" SG 121 121 1/2 TOTAL = 43' I 116 6.58KW 7.31 KVA NOTE: 1.56KW I 1 E 1.74KVA I I I I 4619072E VD=2.68% FL=3.64% 2CT 120V PTC REQUIRED. 9 32" SG -NO TRAFFIC CONTROL REQUIRED. -JOINT CONSTRUCTION MEET. - RM:1880496E POLE I 5' CATV 7 COMM 40' CLASS 5 (1971) 5' RM: 1-10' SNGL XARM FB SEC 29'9" 2-166 ROLLER --H 10' 28'9" 1-2" VERTICAL PVC 21'10" TR: 1-#2CT 120V ALLEY 20'10" SET POLE SAME HOLE IN:1880496E POLE o PROPOSED L/SE 1880496E 40' CLASS 3 (2020) IN: 2-284 RACK + Z � N W N `J. N PO N N> O 17 Ln a' LO 00 + I�I + �I +� N / N /27+00 - "' N - 128+00 LO 00 `� --------------- N�A E ��� E IfO"\ 00 N NOTE: w I POLE TO BE REMOVED N � 2 127+70.85 C/L BALBOA BLVD i l = (n 12828/2 ON TD1573998. + C I 10+00.00 C/L ALLEY w w 5.16KW 129 5.VD70.89% Q IN: 30' 1-1/C #2CT S 2 I I 129 1/2 0.84KW FL=2.37% 3Q IN: 33' 1-1/C 2CT SVC I } 4 3 0.93KVA SS SS -- -- I -- SS SS I 4' 126A 1' I 127 126B 3.15KW 3.50KVA I `� I ��. X. 1-3" (3') - - SS SS 124 SPEED 1241/2 �� �o 0 m4 IIICII F �25 4' g' LIMIT 3.30KVA 1.0 I 9-.. NM IU11 I I N 11' w w SS I SS -- -- I -- C) ? a 0 + �___ EX. HH °' 1228 IrCYI NOT ON FIM 1146K A I I 123 I IIW EX. 1-3" (65') - - - - 5, I H TO H I I II 120 10. 2.24KW 4402734E I I I EX. HH 2.49KVA F 8+so EX. 1-4" (18') I 45' CLASS 4 (2006) INSP. N/A HH TO POLE I (60') EX: 1-50KVA 12KV 120/240V 10 EX. HH L E N: 97' #2CT 120V (TO 236 0880E) 4E) II EX. 1-3" (8') ASSOCIATED TD'S: D# DESIGN# TYPE EX. 1-4" (278') I J TD1573998 1172646 RULE 20A OH REMOVAL V5832 TO POLE I I TD1103674 786472 RULE 20B UG INSTALL Y TD1103682 786477 RULE 20B OH REMOVAL EX. (265') ALLEY V58322 T TO HH 30' 34TH ST 220 I 221 - 1503064E 35TH ST I 128 12+70 222010-746594 126 35TH ST 222010-746523 126 1/2 35TH ST 10,219 218 35TH ST 222010-746520 124 I 1 222010-746593 I 15� 5' I 122 1/2 35TH ST I N� CD 35TH ST 222010-747271 ml 1/2 35TH ST 222010-747268 116 35TH ST 216 T 131 I N1 217A 2.12KW U 34TH ST APT A 222010-124264 U �I 217B 2.36KVA "' 222010-322683 I ci 3.66KW wl I I I I 4.07KVA WI �I I 34TH ST APT A 222010-743652 1 214A I 214BI 121 I 2.80K.80KW I I 3.12KVA 215 AATCH LtNE 1 2t 00 SES' A60vE L�'FT Cl: M578 V3943 TO V3950 IN: 579' 3-1/C 1000 JCN (SNEAD 12KV) SIDEWALL EPL PULL PRESSURE V3943 TO V3950 =809' = 746' V3950 TO V3943 =1605' =1570' MAX = 2172' =1444' GPS: LAT: N 33' 36' 55.70" 117° 56' 00.76" LONG: W SET POLE 97' NORTH OF 4402734E IN: 4852364E POLE GPS: LAT: N 33' 36' 56.52" LONG: W 117° 56' 00.26" NOTE: -PTC REQUIRED. (ROUTE 7) -TRAFFIC CONTROL REQUIRED. Cl: V5543943 VAULT 7'x18'x8' TUB STYLE u 2-6" GRADE RINGS REQ'D 2-8" VENTS REQ'D CI: 1-18 1/2"01"x24" HH (H943B) IN: 1-50KVA 120/240V 12KV FUSED LOOP W/1/0 SN:-------- ---- 3-600A 2WAY SPLICE T -BODY "A" (1000) 4-200A LOAD BREAK ELBOW W/BUSHING (1/0) (XFMR) 1-1P 4WAY INS BAR (#8-350) (XFMR) 1 -COMPOSITE CABLE RACK & GROUND KIT (4/0 BC) 16-20" COMPOSITE CABLE HOOK *FEEDING WEST TLM DATA: V5543943 SIZE KVA CUST % LOAD EXIST: - - - - % PROP: 50 37_46 19 74.92 % VOLTAGE DROP: 2.87% FLICKER FACTOR: 3.64% PRI. CIRCUIT: SNEAD 12KV SUBSTATION: LAFAYETTE SUB ADDRESS METER NUMBER 128 35TH ST 222060-008337 128 1 2 35TH ST 222010-746594 126 35TH ST 222010-746523 126 1/2 35TH ST 222010-746595 124 35TH ST 222010-746520 124 1/2 35TH ST 222010-746593 122 35TH ST 222010-747269 122 1/2 35TH ST 222010-747270 120 35TH ST 222010-747271 120 1/2 35TH ST 222010-747268 116 35TH ST 222010-746544 131 34TH ST 222010-746592 129 34TH ST APT A 222010-124264 129 34TH ST APT B 222010-322683 127 34TH ST 222010-743675 125 34TH ST 222020-001136 123 34TH ST APT A 222010-743652 123 34TH ST APT B 222010-743674 121 34TH ST 222010-743672 121 1/2 34TH ST 222010-743673 S 2/C #613C 12KV (BF05164) 9/32" SG PH & LA TOP OF RISER #2CT 120V 9/32" SG COMM CATV 36 34'6" 31'6" 25'6" 24'6' 21' 20' 1 '6" PROPOSED L/NW 4/013C 4852364E UNDERGROUND SERVICE ALERT D' 1811 45' CLASS 4 (2020) I I 4852 Cl: Call USA IN: 33' #2CT SVC (TO 127 33RD ST 364E 1 3" 4/OBC For Underground Locating 30' #2CT SVC (70 126 34TH ST) 9 90' 2 Working Days Before You Dig 2-12KV SMD -20 F/H BLF (BF05164) V3943 TO 2364E 2-12K SMU-20 FUSE IN: 125' 2-1/C 1/0 JCN (SNEAD 12KV) 1-12KV 1/0 POTHEAD 1P W/ARM EPL 1 -RISER 3" V3943 TO 2364E =417' o� 1-5' SNGL XARM FB MAX SIDEWALL =740' GPS O Qo� 1-10' DBLE DE COMP XARM W/BRKT RUN = 90' �z CP' 2-12KV DE (#6BC) RISE = 35' 1-284 RACK TOTAL = 125' 1-9/32" SPAN GUY (TO 3065E) �P 1 -SEC MIDSPAN WIZZAR FOR SERVICES - 9/32 TLM: SIZE KVA CUST % LOAD PROP. 50 17.41 11 34.82 NOTE: -NO PTC REQUIRED. -NO TRAFFIC CONTROL REQUIRED. -NO #2WPC KIT, USED #4WPC KIT FOR REMOVAL. EX: 4402734E POLE FINAL DESIkO-XN APPROVED FOR CONSTRUCTION TD1574918 1173387 RULE 20A OH REMOVAL TD1574917 1173386 RULE 20A UG INSTALL DIST[ 37 9341 9„3 2/C #613C 12KV S 50KVA XFMR CATV COMM COMM 1' 22'6" QUEEN POST 21' QUEEN POST 20'9" 10' 8'6" TOP OF RISER 9/32" DG ® 30' 9/32" DG ® 36'9" COMM DG ® 21' 0 NKUI'USEU L/S �_3,6 4402734E vim. vP 0i 20 INVENTORY MAP NO.'S 27-1113-2 28-11A-9 27-1113-1 28-11D-1 28-11A-2 28-11D-4 28-11A-3 28-11D-7 28-11 A-6 28-11D-8 THOMAS GUIDE MAP NO.'S O.C. 888-G6 O.C. 888-G7 O.C. 888-H7 O.C. 918-H1 40 J J w w km W J 4' 6' SS <>I SS SS G E E 128+85.82 C/L BALBOA BLVD 10+00.00 C/L 33TH STREET C 129+00�v - cV jE-00-00 E EX. SL EX. HH NOT ON FIM SS I� SS SS - SS 3' ADDRESS 10'___0_ I i A 11' 30' CI: 212 1/2 33RD ST 5' 174�_ 222010-755559 210 33RD ST APT B 5' X 222010-755544 2 5" 222010-755557 215 32ND ST > 0 215 1/2 32ND ST 222010-755598 213 32ND ST N N w ``' MEM H950F TO PANEL 126 33RD ST °D SEE RUN 8 126 IN: I �I SHT. 3 126 1/2 EPL I NI 364' 1.69KVA \I _ w POLE TO BE REMOVED 124 750667E ON TD1573998. I I 12+46 2.33KW I 214 I 214 1/2 \ 0.31 KW 0.35KVA o II + > 215 215 1/2 to I 5.48KW I 6.1 OKVA 212 212 1/2 I - I 1.57KW 04 1.74KVA w 213 - - 1 2.54KW 2.82KVA 01 IN: 44' #2CT SVC 210A 4' 0 IN: 31' #2CT SVC 210B 1' 11+55 1.41KW - - 1.57KVA I NOTE: Cl: POLE TO BE REMOVED 1 3"I ON TD1573998. 0 21' 1 I 09 EX, H950H TO PANEL 204 33RD ST 208 CIC () ) 209/2 IN: 31' 3-1/C 2-1/0 & 1-#2 SERV. 208 1/2 POLE TO HH 7.00KW EPL 3.23KWp� 7.77KVA l2 H950H TO PL 204=139 3.59KVA Q 1IO VD=2.64% MAX PULL =696' VD=1.96% W E� f� FL=3.68% FL=2.26% I Cl: - - - U 4208491 E F 3"] 11+21 @m SS ACP W H950H TO PANEL 206 33RD ST 206 IN: 55' 3-1/C 1/C 2-1/0 & 1-#2 SERV. 206 1/2 H950H TO PL 206 = 70' 1.12KW o MAX PULL =696 1.25KVA + _ 3206 (3) 6.08KW SPEED 6.77KVA 204 LIMIT 2041/2 _j_ N = = = w 4.37KW 4.86KVA w w w I EX. 1/0 07 (100') 30 w=2.72% FL=4.11 X Q i E E 128+85.82 C/L BALBOA BLVD 10+00.00 C/L 33TH STREET C 129+00�v - cV jE-00-00 E EX. SL EX. HH NOT ON FIM SS I� SS SS - SS 3' ADDRESS 12' 214 33RD ST 4' 11' 30' CI: G i c� �J O vT1 r �JJ G 12" ACP W 130+00.82 CA BALBOA BLVD 10+00.00 C/L ALLEY E El \�A V T Mo _00I w 10 00 NOTE: M POLE TO BE REMOVED ON TD1573998. 7' Cl: 3' I� '> 2.60KVA �� \ VD=0.40% FL=2.80% 9+35 45' r 122 1.41 KW 2'- 1.57KVA E RUN 10 SHT. 5 GPS: 33' 36' 55.09" LAT: N LONG: W 117° 55' 56.81" NOTE: -NO PTC REQUIRED. -NO TRAFFIC CONTROL REQUIRED. SET POLE 34' NORTH EAST OF 4208491E IN: 4443024E POLE �1 45' CLASS H1 `' IN: 1-50KVA 12KV 120/240V 1P SN: -------------- 31' #2CT SVC (TO 208 33RD ST) 44' #2CT SVC (TO 210 33RD ST 1-12KV 1P CUTOUT W/8' ARM 1-10' DBLE DE COMP XARM W/BRKT 2-12KV DE (2/OBC) 1-284 RACK 2-7/16" DOWN GUY 1 -QUEEN POST 1 -SEC GROUND 1-11/4"x10' TRPL EYE ANCHOR ROD & PLATE EX: H950H 17"x30"x24" EX: 3 -6 -WAY SEC BARS IMEMOI SEE RUN 11 SHT. 5 CI: HH H950F 18 1 /2"x31 "x24" (FULL TRAFFIC) IN: 1-1P SWAY INS BAR (#8-350) GPS: LAT: N 33' 36' 53.66" LONG: W 117° 55' 59.17" NOTE: -NO PTC REQUIRED. -NO TRAFFIC CONTROL REQUIRED. EX: 3001158E POLE 35' CLASS 5 (1983) INSP. 2019 ` IN: 1 -RISER 3" 1-1P HYPLUG (2-350 & 1-4/0) Cl: 1 3" 9 2' H950F TO 1158E IN: 35' 3-1/C 2-350 & 1-4/0 SEC. tEPL H950F TO 1158E = 48' MAX SIDEWALL =1223' RUN = 2' RISE = 33' TOTAL = 35' *FEEDING WEST TLM DATA: 4443024E SIZE KVA CUST % LOAD EXIST: - - - - % PROP: 50 16_17 10 32.34 % VOLTAGE DROP: 1.96% FLICKER FACTOR: 2.26% PRI. CIRCUIT: SNEAD 12KV SUBSTATION: LAFAYETTE SUB ADDRESS METER NUMBER 214 33RD ST = 212 33RD ST CI: 212 1/2 33RD ST 222011-931416 174�_ 222010-755559 210 33RD ST APT B + X X 222010-755544 2 5" 222010-755557 215 32ND ST 116 215 1/2 32ND ST 222010-755598 213 32ND ST N N w ``' MEM H950F TO PANEL 126 33RD ST °D SEE RUN 8 126 IN: 84' 3-1/C 2-1/0 & 1-#2 SERV. SHT. 3 126 1/2 EPL 1.52KW H950F TO PL 126 = 364' 1.69KVA MAX PULL =696' NOTE: POLE TO BE REMOVED 124 ON TD1573998. 124 1/2 2.33KW i c� �J O vT1 r �JJ G 12" ACP W 130+00.82 CA BALBOA BLVD 10+00.00 C/L ALLEY E El \�A V T Mo _00I w 10 00 NOTE: M POLE TO BE REMOVED ON TD1573998. 7' Cl: 3' I� '> 2.60KVA �� \ VD=0.40% FL=2.80% 9+35 45' r 122 1.41 KW 2'- 1.57KVA E RUN 10 SHT. 5 GPS: 33' 36' 55.09" LAT: N LONG: W 117° 55' 56.81" NOTE: -NO PTC REQUIRED. -NO TRAFFIC CONTROL REQUIRED. SET POLE 34' NORTH EAST OF 4208491E IN: 4443024E POLE �1 45' CLASS H1 `' IN: 1-50KVA 12KV 120/240V 1P SN: -------------- 31' #2CT SVC (TO 208 33RD ST) 44' #2CT SVC (TO 210 33RD ST 1-12KV 1P CUTOUT W/8' ARM 1-10' DBLE DE COMP XARM W/BRKT 2-12KV DE (2/OBC) 1-284 RACK 2-7/16" DOWN GUY 1 -QUEEN POST 1 -SEC GROUND 1-11/4"x10' TRPL EYE ANCHOR ROD & PLATE EX: H950H 17"x30"x24" EX: 3 -6 -WAY SEC BARS IMEMOI SEE RUN 11 SHT. 5 CI: HH H950F 18 1 /2"x31 "x24" (FULL TRAFFIC) IN: 1-1P SWAY INS BAR (#8-350) GPS: LAT: N 33' 36' 53.66" LONG: W 117° 55' 59.17" NOTE: -NO PTC REQUIRED. -NO TRAFFIC CONTROL REQUIRED. EX: 3001158E POLE 35' CLASS 5 (1983) INSP. 2019 ` IN: 1 -RISER 3" 1-1P HYPLUG (2-350 & 1-4/0) Cl: 1 3" 9 2' H950F TO 1158E IN: 35' 3-1/C 2-350 & 1-4/0 SEC. tEPL H950F TO 1158E = 48' MAX SIDEWALL =1223' RUN = 2' RISE = 33' TOTAL = 35' *FEEDING WEST TLM DATA: 4443024E SIZE KVA CUST % LOAD EXIST: - - - - % PROP: 50 16_17 10 32.34 % VOLTAGE DROP: 1.96% FLICKER FACTOR: 2.26% PRI. CIRCUIT: SNEAD 12KV SUBSTATION: LAFAYETTE SUB ADDRESS METER NUMBER 214 33RD ST 222010-755530 212 33RD ST 222010-755556 212 1/2 33RD ST 222011-931416 210 33RD ST APT A 222010-755559 210 33RD ST APT B 222010-755558 208 33RD ST 222010-755544 208 1/2 33RD ST 222010-755557 215 32ND ST 222010-755549 215 1/2 32ND ST 222010-755598 213 32ND ST 222010-755599 8300 115E DESIGN# TYPE PROPOSED L N / LN TD1103674 3001158E 32'6" 32' 1 37'6" I 134' ASSOCIATED TD'S: 12KV I '6" 28'6" 20'6"20, QUEEN POST 19'6" 10' TD# DESIGN# TYPE TD1573998 1172646 RULE 20A OH REMOVAL TD1103674 786472 RULE 20B UG INSTALL TD1103682 786477 RULE 20B OH REMOVAL TD1574918 1173387 RULE 20A OH REMOVAL TD1574917 1173386 RULE 20A UG INSTALL IN: 9/32" DG ® 28'6" IN: 3 -EYE ANCHOR HHUF'U5LU L/SE 4443024E UNDERGROUND SERVICE ALERT Dial 811 Call USA For Underground Locating 2 Working Days Before You Dig 0 v cA UP o F� vo �A � Pv �oJ � P �� APPROVED FOR CONSTRUCTION U Pc vP Cj 20 INVENTORY MAP NO.'S 27-1113-2 28-11A-9 27-1113-1 28-11D-1 28-11A-2 28-11D-4 28-11A-3 28-11D-7 28-11A-6 28-11D-8 THOMAS GUIDE MAP NO.'S O.C. 888-G6 O.C. 888-G7 O.C. 888-H7 O.C. 918-H1 40 1 80' 1 I 8' 32' 32' 118' 1 1 I U I 1 6' WIDE WATER � I EASEMENT � I ii II i I W CI: ADDRESS METER NUMBER 3014 BALBOA BLVD 222011-161366 1 3" 3012 BALBOA BLVD 6 VCP SS 3012 1 2 BALBOA BLVD 0 38' 3010 A BALBOA BLVD 222010-780351 31ST ST 3010 B BALBOA BLVD H950G TO PANEL 3206 BALBOA BLVD 1/2 31ST ST 3008 BALBOA BLVD 222010-780350 122 IN: 48' 3-1/C 2-1/0 & 1-#2 SERV. 222011-931661 RULE 20A UG INSTALL 201 A 30TH ST 222010-779557 222010-738698 EPL H950G TO PL 3206 = 79' MAX PULL =696' AUj Ld w 207 1.01 KW 1.13KVA 1/2 31ST ST 203 B 30TH ST o r w 222010-779556 205 B 30TH ST Cl: n `D 207 A 30TH ST 222010-779581 = = 207 B 30TH ST 1 3" 114 _ 222011-931660 209 30TH ST 222010-780200 x w 06 30' 112 w = 215 30TH ST 222011-302824 H950G TO PANEL 207 32ND ST 217 30TH ST 222010-996619 31ST ST 222010-778166 IN: 40' 3-1/C 2-1/0 & 1-#2 SERV. 110 1/2 31ST ST 322010-325212 B U S EPL H950G TO PL 207=110'Z 222011-332556 127 MAX PULL =696' 222011-332559 127 1/2 30TH ST `J 125 A 30TH ST 222010-778133 125 B 30TH ST 222010-778132 123 30TH ST 222010-778157 123 1/2 30TH ST I "J 30TH ST 222011-932371 I� 121 EX: H95OG 222011-932370 119 A 30TH ST 222010-778159 119 0 222010-778156 18 1/2"x31"x24" (FULL TRAFFIC) 30TH ST 222010-778870 117 1/2 30TH ST EX: 3-6WAY SEC BAR 115 30TH ST 322010-324830 6" G Cl: 113" 10 362' V3950 TO H950F IN: 362' 3-1/C 2-350 & 1-4/0 SEC. EPL V3950 TO H950F =1994' <--OVERMAX H950F TO V3950 = 486' MAX PULL =1223' Cl: 113" 11 313' V3950 TO H950G IN: 313' 3-1/C 2-350 & 1-4/0 SEC. EPL V3950 TO H950G =1192' H950G TO V3950 = 427' MAX PULL =1223' Cl: ml IMEMOl SEE RUN 8 SHT. 3 � Irn TS TS TS 131+ PU => N 1111-9 1 k i X NOTE: POLE TO BE REMOVED ON TD1103682. CI• HH H950A 17"00"x24" (HH -6) 100, 1. 77r IN: 1-1P 6WAY INS BAR (#8-350) O H950A TO PL 3014 BALBOA BLVD Cf) o 57' 3-1/C 2-1/0 & 1-#2 SERV. + / EPL H950A TO PL 3014 =135' / 1 MAX PULL = 696' N O d CD Cl: ULL SPEED 1 3" LIMIT 12 86' 2' _ = V3950 TO H950A X O x IN: 86' 3-1P C 2-350 & 1-4/0 SEC. 3014 n/ + 0.73KW ``j Jif' V3950 TO H950A =267' 0.81KVA H950A TO V3950 =179' * VD=0.04X E / ® `1 MAX PULL =1223' U _ ' M J � E U o E i E w PO 131+40.28 CA BALBOA BLVD 10+00.00 C/L 32ST STREET E B — 6" G - � G � G G 6" G (ADDED FROM USA MARKINGS) x 2" ACP W 2" ACP W _ OLD CL BALBOA AVE. zn 133+55.74 C/L BALBOA BLVD _ 10+00.00 C/L 31ST STREET 132+00 _ - 133+00 W I t N N � _- M M ET ----- � — E- � E , Ts PULL=> E----------- N =I o I qo T w o 0) E - -' T T T -------- n o 14 Cn U w n cV O E > o EASEMENT FOR w W D °O o PUBLIC UTILIY Q oLO PURPOSES > d+ 13 o N 8 E; cv � � PO o I "' +� Lnr� C-4 132+30.77 C/L BALBOA BLVD � > 10+00.00 C/L ALLEY NOTE: o SS / N � POLE TO BE REMOVED SS Q I ON TD1573998. SS z C) / Q I SS I� o SPEED o 5 w ��a N°� SPEED LIMIT a-$ 4/ LIMIT Q0 - 3 0 15 2 5 SS 0 00 o + rn I SS rn = EX. 1-4" (16') �P�PN�1--20'-�XJ' HH TO SVC. ACCT. SS „ I S5495834 $ 4'x4'x5'6" EX. 1-4" (42') I i 7, SS I 8' HH TO S5834 EX. 1-4" 18 17' *FEEDING SOUTH 10' 22 S5833 TO S5834 15' 13 I 60' *FEEDING NORTH TLM DATA: V5543950 SIZE KVA CUST % LOAD EXIST: - - - - % PROP: 50 38_54 21 77.08 % VOLTAGE DROP: 2.87% FLICKER FACTOR: 3.72% PRI. CIRCUIT: SNEAD 12KV SUBSTATION: LAFAYETTE SUB ADDRESS METER NUMBER 3014 BALBOA BLVD 222011-161366 31ST ST 3012 BALBOA BLVD 222014-162413 3012 1 2 BALBOA BLVD 222014-162412 222010-738696 3010 A BALBOA BLVD 222010-780351 31ST ST 3010 B BALBOA BLVD 222010-780349 1/2 31ST ST 3008 BALBOA BLVD 222010-780350 122 3008 1/2 BALBOA BLVD 222011-931661 RULE 20A UG INSTALL 201 A 30TH ST 222010-779557 222010-738698 201 B 30TH ST 222010-779558 222010-778116 203 A 30TH ST 222010-779559 1/2 31ST ST 203 B 30TH ST 222010-779583 118 205 A 30TH ST 222010-779556 205 B 30TH ST 222010-780201 222010-778117 207 A 30TH ST 222010-779581 31ST ST 207 B 30TH ST 222010-779582 114 209 30TH ST 222011-931660 209 30TH ST 222010-780200 B 31ST ST 213 30TH ST 222010-780203 112 213 1/2 30TH ST 222010-780202 215 30TH ST 222011-302824 222010-778143 217 30TH ST 222010-996619 31ST ST TLM DATA: V5543950 SIZE KVA CUST % LOAD EXIST: - - - - PROP: 75 68_06 38 88.49 VOLTAGE DROP: 2.87% FLICKER FACTOR: 2.86% PRI. CIRCUIT: SNEAD 12KV SUBSTATION: LAFAYETTE SUB DESIGN# ADDRESS METER NUMBER 126 31ST ST 222010-778135 RULE 20B UINSTAALLL 126 1/2 31ST ST 222010-738696 786477 124 31ST ST 222011-521034 124 1/2 31ST ST 222010-738699 APPROVED FOR 122 31ST ST 222010-79582 RULE 20A UG INSTALL 122 1/2 31ST ST 222010-738698 120 31ST ST 222010-778116 120 1/2 31ST ST 222013-984582 118 31ST ST 222010-778119 118 1/2 31ST ST 222010-778117 116 31ST ST 222010-778118 114 A 31ST ST 222010-778141 114 B 31ST ST 222010-778140 112 31ST ST 222010-778142 112 1/2 31ST ST 222010-778143 110 31ST ST 222010-778166 110 1/2 31ST ST 322010-325212 108 31ST ST 222011-332556 127 30TH ST 222011-332559 127 1/2 30TH ST 222010-778134 125 A 30TH ST 222010-778133 125 B 30TH ST 222010-778132 123 30TH ST 222010-778157 123 1/2 30TH ST 222010-778158 121 30TH ST 222011-932371 121 1/2 30TH ST 222011-932370 119 A 30TH ST 222010-778159 119 B 30TH ST 222010-778156 117 30TH ST 222010-778870 117 1/2 30TH ST 222010-778871 115 30TH ST 322010-324830 115 30TH ST 322010-324832 115 30TH ST 322010-326031 113 30TH ST 222010-778922 113 30TH ST 222010-778869 111 A 30TH ST 222010-778921 111 B 30TH ST 222010-778920 109 30TH ST 222010-778923 ALLEY """""' i 3>S'T .ST EX. 1-4" (16') V5833 TO S5834 GPS: LAT: N 33' 36' 51.56" LONG: W 117° 55' 56.47" CI: V5543950 VAULT 7'x18'x8' TUB STYLE 2-6" GRADE RINGS REQ'D 2-8" VENTS REQ'D CI: 3-17"X30"X24" HH (H950A, H950B, H950D) 3-18 1/2"x31'x24" HH (H950C, H950E, H950F) IN: 1-50KVA 120/240V 12KV FUSED DE W/1/0 SN: 1-75KVA 120/240V 12KV FUSED DE W/1/0 SN: --------------- 3-600A 4WAY J -BAR (J950A) 6-600A ELBOW 1000 (FIG D) POS. 1 & 4) 4-600A EXT. W/200A TAP 1/0 LBE 12KV (FIG B) (POS. 2 & 3) 2-600A DE RECEP. W/TEST PT. (FIG A) (POS. 2 & 3) 4-200A LOAD BREAK ELBOW W/BUSHING (1/0) (XFMR) 2-1P 4WAY INS BAR (#8-350) (XFMR) 1 -COMPOSITE CABLE RACK & GROUND KIT (4/0 BC) 16-20" COMPOSITE CABLE HOOK MI: 40' 2-1/C 1/0 JCN (XFMRS) Cl: 1 3" 13 295' V3950 TO H950B IN: 295' 3-1/C 2-350 & 1-4/0 SEC. EPL V3950 TO H950B =1994' <--OVERMAX H950B TO V3950 = 916' MAX PULL =1223' Cl: 1 3" 14 202' V3950 TO H950E IN: 202' 3-1/C 2-350 & 1-4/0 SEC. EPL V3950 TO H950E =766' H950E TO V3950 = 468' MAX PULL =1223' Cl: 1 3' 400 132' V3950 TO ST LT HH IN: 132' 3-1/C 2-1/0 & 1-#2 ST. LT. EPL V3950 TO SL HH = 423' SL HH TO V3950 = 238' MAX PULL = 4174' Cl: 2 5" 15 432' V3950 TO V3946 IN: 432' 3-1/C 1000 JCN (SNEAD 12KV) SIDEWALL EPL PULL PRESSURE V3950 TO V3946 = 450' = 50' V3946 TO V3950 =1123' =1107' MAX =2172' =1444' ASSOCIATED TD'S: UNDERGROUND SERVICE ALERT Dial 811 Call USA For Underground Locating 2 Working Days Before You Dig o� v c"� UP o F� � vo �0J P �� o� QC ni�3' TD# DESIGN# TYPE RULE 20AOG FINAL D TD1103674 786472 RULE 20B UINSTAALLL TD1103682 786477 RULE 20B OH REMOVAL TD157491 1173387 RULE 20A OH REMOVAL APPROVED FOR CONSTRUCTION TD1574917 1173386 RULE 20A UG INSTALL vP 0 20 40 INVENTORY MAP NO.'S 27-116-2 28-11A-9 27-1113-1 28-11D-1 28-11A-2 28-11D-4 28-11 A-3 28-11D-7 28-11A-6 28-11D-8 THOMAS GUIDE MAP NO.'S O.C. 888-G6 O.C. 888-G7 O.C. 888-1-17 O.C. 918-H1 1054962H 12+03 i 3001390E 11+85 4 1 I� i i I I I c� 1' 5' I Cl + 1 4" � fl 17 27' Cl: HH H950C H950B TO H950C IN: 27' 3-1 /C 2-350 & 1-4/0 SEC. 18 1/2"x31%24" (FULL TRAFFIC) EPL IN: 1-1P 6WAY INS BAR (#8-350) H950B TO H950C =161' H950C TO H950B =167' MAX PULL =1379' of 0 Cl: HH H950D C1 1 17"x30"x24" 3" II IN: 1-1P 6WAY INS BAR (#8-350) 16 76 I H950B TO H950D IN: 76' 3-1/C 2-350 & 1-4/0 SEC. I EPL I H950B TO H950D = 382' H950D TO H950B = 388' I H950C MAX PULL =1223' 10+62 134+76 NO TAG �I NOTE: w o x POLE TO BE REMOVED U, + Ln, _ ON TD1103682. + o r. -D N = n O w� SPEED � W LIMIT 30 w�4,m Cl:t0i 1 3" MEM SEE RUN 13 SHT. 5 Cl: Ml MEM SEE RUN 14 SHT. 5 Cl: 2 5" MEM SEE RUN 15 SHT. 5 Cl: 1 3' EMO SEE RUN 400 SHT. 5 G 6" _P r 12" AC W 134+80.60 C/L BALBOA BLVD 10+00.00 C/L ALLEY AUTOMATION EQUIPMENT INSTALLATION/RELOCATION/REMOVAL DISTRIBUTION CONSTRUCTION CONTACT DISTRIBUTION AUTOMATION 714-285-4325 Dzu: 11/061/14 Cl: HH H950B 17"00%24" (HH -6) IN: 1-1P 6WAY INS BAR (#8-350) 2' NOTE: 33' POLE TO BE REMOVED _2, ON TD1103682. _E E --------- P 5543949 ----- P5543949 10+48 ------------------ °'I L Irn 135+00 GPS: LAT: N 33° 36' 50.40" LONG: W 117° 55' 54.20" NOTE: -PTC REQUIRED. (ROUTE 7) -TRAFFIC CONTROL REQUIRED. Cl: P5543949 PAD 16 72"x66" CONCRETE IN: 1—CAP DEAD FRONT PM 1800 KVAR 12KV (0224972) SN: 1—CAP CONTROL W/DC RADIO EL 50' 8' 17' 18' 7' � I SS Cf 0 0 SS SS Lei L F 12"ACW O — REC'D PER P.M. 153/47-49 N'LY LINE OF L.A.I.U.R.R. R/W 136+00 SS 'I EX: HH H946B J 17"x30"x24" IN: 1-1P 6WAY INS BAR (#8-350) 136+05.46 C/L BALBOA BLVD 10+00.00 C/L 30TH STREET F ___= 8„ W (ABAND.)- ---------- oI — --------------------- -777 �_ 0 0 T T T E E E E E E E Cl: 127 J = 2 5" NOTE: 126 rn + 2' 127 1/2 0.62KW o F_ 18 302' POLE TO BE REMOVED _ 126 1/2 �d I 2.59KW 0.69KVA SS _ '�' '�' V3946 TO P3949 ON TD1573998. 5.82KW ^ I 2.88KVA w IN: 302' 3-1/C 1/0 JCN w w 6.46KVA NOTE: EPL POLE TO BE REMOVED V3946 TO P3949 =976' 1 ON TD1573998. P3949 TO V3946 = 385' < U =1523' -- H950E I CI: 9+29 0 23EX. #2 (90') H950E TO PANEL 126 31ST ST IN: 31' 3-1/C 2-1/0 & 1-#2 SERV. C I EPL — — Cl: Cl: H950E TO PL 126 = 47' C 1 3" MAX PULL =696' 0 10' \_@1m H950E TO PANEL 127 1/2 31ST ST H950E TO PANEL 127 31ST ST HH TO CAP (68) IN: 20' 3-1/C 2-1/0 & 1-#2 SERV IN: 61' 3-1/C 2-1/0 & 1-#2 SERV. HH TO -- I EPL EPL H950E TO PL 127 1/2 = 29' H950E TO PL 127 =175' MAX PULL = 696' MAX PULL 696' — — EX. HH - 2020836E 8+79 5' NOTE: ABANDON 8', POLE TO BE REMOVED 5 EX. CIC (5) ON TD1103682. POLE TO HH AL_ Cl: HH H950E 18 1/2"01%24" (FULL TRAFFIC) IN: 1-1P 6WAY INS BAR (#8-350) ' SS SS SS o rn 17' 17' 8' SS 50' 3OTH1 S77 SPEED LIMIT 251,1 ALLEY 0 0 U Q NOTE: POLE TO BE REMOVED ON TD1573998. 4829279E • 10+65 H946A 10+60 10+40 45' 45' CI: HH H946A 18 1/2"01"x24" (FULL TRAFFIC) Cl: 2 5" 24 127' V3946 TO CAP (DUCT ONLY) PER To 148 Cl: FTF31 23 15' H946A TO CAP (DUCT ONLY) PER UGS 148 2' C CI: 1 3" 22 110' V3946 TO H946A �Iw w 12" AC W CD �I I CL L.A.I.U.R.R. R/W M RECD PER P.M. 153/47-49 137+30.46 C/L BALBOA BLVD 137+00 10+00.00 C/L ALLEY I - Cl: NOTE: 1 3" POLE TO BE REMOVED Q 19 39' ON TD1573998. o V3946 TO H946B 8" W (ABAND.) J IN: 39' 3-1/C 2-350 & 1-4/0 SEC. EPL M 0 V3946 TO H946B =149' (ABANDON) TO H H946B TO V3946 = 64' POLE TO EX. (3') Q Q MAX PULL =1223' C�n I OP h I IT Cl: 4 5" i o �n Lo MEM ki _ + CD a; r SEE RUN 25 w Mw r, LO rw SHIT. 7 IEAD 12K1) Uj o M N N N I w �> j �> Cl: 1172646 RULE 20A OH REMOVAL 1 2 3" 00� 00 "� w � 786477 20 36' TD1574918 1173387 RULE 20A OH REMOVAL V3946 TO CAP — (DUCT ONLY) Cl: 1 3" I PER UGS 148 109 24 I Cl: NOTE: H946B TO PANEL 126TH 30TH ST A 29TH ST 4 5" CAPPED DUCTS TO BE PICKED IN: 34' 3-1/C 2-1/0 & 1-#2 SERV N 21 36' UP ON RULE 20B TD1103674. EPL V3946 TO CAP H946B TO PL 126 =103' I (DUCT ONLY) MAX PULL = 696' 29TH ST PER UGS 148 — — 1503078E 8+55 ASSOCIATED TD'S: TD#DESIGNJTYPE ADDRESS TD1573998 1172646 RULE 20A OH REMOVAL TD1103674 786472 RULE 20B UG INSTALL TD1103682 786477 RULE 20B OH REMOVAL TD1574918 1173387 RULE 20A OH REMOVAL TD1574917 1173386 RULE 20A UG INSTALL GPS: LAT: N 33' 36' 47.95" LONG: W 117' 55' 53.25" NOTE: -PTC REQUIRED. (ROUTE 7) -TRAFFIC CONTROL REQUIRED. -75KVA TRANSFORMER TO BE INSTALLED ON ASSOCIATED 20B TD1103674. Cl: V5543946 VAULT 1 7'x18'x8' TUB STYLE 2-6" GRADE RINGS REQ'D 2-8" VENTS REQ'D CI: 1-18 1/2"01%24" HH (H946A) IN: 1-600A 6WAY RAM GAS SW (GS4108) SN:------------ 1-100KVA 120/240V 12KV FUSED DE W/#2 SN: ------------- 12-600A ELBOW 1000 (FIG D) (POS. 1,2,5,& 6) 5-600A EXT. W/200A TAP 1/0 LBE 12KV (FIG B) (POS. 3 & 4) 1-600A DE RECEP. W/TEST PT.(FIG A) (POS. 4) 2-200A SWAY LB J—BAR (J946A 4-200A LOADBREAK ELBOW (1/0 (JBAR) 2-200A LOAD BREAK ELBOW W/ USHING (1/0) (XFMR) 1-1P 4WAY INS BAR (#8-350) (XFMR) 1—COMPOSITE CABLE RACK & GROUND KIT (4/0 BC) 16-20" COMPOSITE CABLE HOOK MI: 20' 2-1 /C 1 /0 JCN *FEEDING NORTH *FEEDING NORTH TLM DATA: V5543946 SIZE KVA CUST % LOAD 75 72_56 38 96.75 VOLTAGE DROP: 2.55% FLICKER FACTOR: 3.09% PRI. CIRCUIT: SNEAD 12KV SUBSTATION: LAFAYETTE SUB ADDRESS METER NUMBER 201 29TH ST 222010-861159 201 1/2 29TH ST 222010-861156 203 29TH ST 222010-826605 205 A 29TH ST 222010-826604 205 B 29TH ST 222010-826607 207 A 29TH ST 222010-826631 207 B 29TH ST 222010-826628 209 29TH ST 222010-826629 211 29TH ST 222010-826630 213 29TH ST 222010-826652 213 1/2 29TH ST 222010-826653 116 215 29TH ST 222010-826655 112 215 1/2 29TH ST 222010-826654 112 217 29TH ST 222010-861204 217 1 2 29TH ST 222010-861207 214 219 29TH ST 222010-776458 216 221 29TH ST 222010-861205 200 30TH ST 222014-020292 216 202 30TH ST 222010-811778 218 202 1/2 30TH ST 222010-811777 204 30TH ST 222010-855263 203 204 1/2 30TH ST 222010-811776 203 206 30TH ST 222010-867843 206 1 2 30TH ST 222010-811779 121 208 30TH ST 222010-867841 121 208 1 2 30TH ST 222010-867840 119 210 30TH ST 222010-855189 119 210 1/2 30TH ST 222010-855229 117 212 30TH ST 222010-855188 115 212 1/2 30TH ST 222010-855230 113 214 A 30TH ST 222010-811706 214 B 30TH ST 222010-867842 111 216 A 30TH ST 222010-811707 109 216 B 30TH ST 222010-811704 220 30TH ST UNIT 1 222010-861180 109 220 30TH ST UNIT 21 222010-811705 107 222 30TH ST UNIT 11 222010-861182 222 30TH ST UNIT 11 222010-861183 TLM DATA: V5543946 SIZE KVA CUST % LOAD 100 93.3 38 93.30 VOLTAGE DROP: 2.36% FLICKER FACTOR: 2.37% PRI. CIRCUIT: SNEAD 12KV SUBSTATION: LAFAYETTE SUB ADDRESS METER NUMBER 126 30TH ST 222010-855204 126 1/2 30TH ST 222010-855205 124 30TH ST 222010-855206 124 1/2 30TH ST 222010-855207 122 30TH ST 222010-855183 122 1 2 30TH ST 222010-855181 120 30TH ST 222010-855243 120 1 /230TH ST 222010-855242 118 30TH ST 222010-855260 118 1/2 30TH ST 222010-855237 116 30TH ST 222010-855182 116 1/2 30TH ST 222010-855240 112 30TH ST 222010-257992 112 A 30TH ST 222011-336860 112 B 30TH ST 222013-892102 214 1 2 29TH ST 222010-855236 216 29TH ST 222001-855241 216 A 29TH ST 222016-855261 216 B 29TH ST 222010-686137 218 29TH ST 222011-338826 201 28TH ST 222010-424325 203 28TH ST 222010-686139 203 1/2 28TH ST 222010-686183 123 1/2 29TH ST 222010-686181 121 29TH ST 222010-686180 121 1/2 29TH ST 222010-686182 119 29TH ST 222010-686184 119 1 2 29TH ST 222010-632594 117 29TH ST 222014-128380 115 29TH ST 222014-136658 113 29TH ST 222010-855193 113 1/2 29TH ST 222010-277129 111 29TH ST 222010-855195 109 A 29TH ST 222010-686112 109 B 29TH ST 222010-686113 109 EV 29TH ST 222010-507608 107 A 29TH ST 222010-686114 107 B 29TH ST 1 222010-686115 IN . N((j "a UNDERGROUND SERVICE ALERT Dial 811 Call USA For Underground Locating 2 Working Days Before You Dig 0 C7 o F� vo P �� Pc APPROVED FOR CONSTRUCTION U vP 20 INVENTORY MAP NO.'S 27-1113-2 28-11 A-9 27-11B-1 28-11D-1 28-11 A-2 28-11D-4 28-11A-3 28-11D-7 28-11 A-6 28-11D-8 THOMAS GUIDE MAP NO.'S O.C. 888-G6 O.C. 888-G7 O.C. 888-H7 O.C. 918-H1 Hsi 29TH ST ALLEY 50' 17' - 8' 5' SS SS SS — -- -- SS POE TO BE REMOVED II ` ON TD1103682. Co + 4255610E 10+91 T_S Cl: EX. HH NOTE: 1 3" NOT ON FIM CABLE TO BE INSTALLED 29 111' ON 20B TD1163674. V3947 TO H947A I I (DUCT ONLY) SS I PER UGS 148 II Ss SS 10' 2' T 12"ACW - - 12"ACW 138+55.54 CA BALBOA BLVD 139+80.30 CA BALBOA BLVD 10+00.00 C/L 29TH STREET 10+00.00 C/L ALLEY — — 139100 — — BALBO BL VI NOTE: POLE TO BE REMOVED ON TD1103682. EX: HH H947A 18 1/2"x31"x24" (FULL TRAFFIC) r C------------- � 10+VSs H947A 12" AC W II EX. HH NOT ON FIM LO +1 M 140+00 METER NUMBER 200 A 29TH ST NOTE: POLE TOBE• 1 141+0 00 B 29TH ST 222010-826583 222011-203160 202 29TH ST 222013-853618 202 1/2 29TH ST 222010-855231 BALBOA BLVD 204 — 222010-826656 222010-851214 204 1/2 29TH ST 222010-855215 206 8" W (ABAND.) 222010-855213 122 206 1/2 29TH ST 222010-855228 N 208 • 1 ..; � C> 208 1/2 29TH ST 222010-826658 + 210 29TH ST 222010-826657 M + M 222010-861132 222010-851195 M A 29TH ST 222010-861133 ^O Zt 212 B 29TH ST M Z 214 29TH ST 222010-861157 222010-851164 214 1/2 29TH ST 222010-861134 121 216 O�co T 12"ACW - - 12"ACW 138+55.54 CA BALBOA BLVD 139+80.30 CA BALBOA BLVD 10+00.00 C/L 29TH STREET 10+00.00 C/L ALLEY — — 139100 — — BALBO BL VI NOTE: POLE TO BE REMOVED ON TD1103682. EX: HH H947A 18 1/2"x31"x24" (FULL TRAFFIC) r C------------- � 10+VSs H947A 12" AC W II EX. HH NOT ON FIM LO +1 M 140+00 METER NUMBER 200 A 29TH ST 222010-826582 141+0 200 B 29TH ST 222010-826583 222011-203160 202 29TH ST 222013-853618 202 1/2 29TH ST 222010-855231 BALBOA BLVD 204 — 222010-826656 222010-851214 204 1/2 29TH ST 222010-855215 206 8" W (ABAND.) 222010-855213 122 206 1/2 29TH ST 222010-855228 N 208 29TH ST � C> 208 1/2 29TH ST 222010-826658 + 210 29TH ST 222010-826657 M + M 222010-861132 222010-851195 M A 29TH ST 222010-861133 ^O Zt 212 B 29TH ST M Z 214 29TH ST 222010-861157 222010-851164 214 1/2 29TH ST 222010-861134 121 216 O�co 222010-826587 1/2 27TH ST 216 A 29TH ST _U 222010-851142 216 ODS 222010-861158 j 218 29TH ST 222010-855191 201 28TH ST 222010-826634 122 203 28TH ST 222010-855185 122 203 1/2 28TH ST 222060-007265 205 �i 222010-826635 120 205 1/2 28TH ST 222010-826632 118 207 28TH ST 222010-826633 207 1/2 28TH ST 222010-826610 116 209 A 28TH ST 222010-826608 116 209 .28TH �,T SS I a I _+00 I ^� U SS II 80' II II 32 2' 8, II z II U SS Q SS o SPEED LIMIT cn N<_Q0 11 301 ww a_ N w in 00 L III ---- ----- ----- O � 12" AC o� 141+38.58 C/L BALBOA BLVD 142+50.04 C/L BALBOA BLVD M co 10+00.00 CA 28TH STREET 10+00.00 C/L ALLEY w n - o - 142+00 - 0 - II 141+24.21 C/L BALBOA BLVD 9+90.26 CA 28TH STREET � I I I - 8" W (ABAND.) - II z U U K o II < T■ + — E E E E E E E E t E E O- =15' SD ------- ----- -- E- -- -r - E -- --- ----- -- 2' _ 1 3" mn� EX: 2-4/0 & 1-1/0 = n w = EX: 2-4/0 & 1-1/0 CI: tU�n = 3' _°3225ToSS = 9+55 II _`nn1 3" r7 30 n o X CI: r:�-�� ± V3947 TO H947L + NOTE: w 45' + w 123 o ''' g 5"' II IN: 25T 3-1/C 2-350 & 1-4/0 SEC. `2 �� POLE TO BE REMOVED M E ,� V3947 TO H9470 'JSSI EPL//ON TD1103682. E 9+39 SIN: 123 3-1 C 2-350 & 1-4 0 SEC. 2 3H947L TO V3947 = 308'128 H947F / / ----- -IS 2713A 31 449 V3947 TO H947L = 983' NOTE: EPL r _ _ 128 1 2 BUILDING 2805 27136 V3947 TO V4072 " 1 - - MAX PULL =1223' SS — / 2' V3947 TO H9470 =410' SS UNDER CONSTRUCTION. H9470 TO V3947 =194' * 4.04KW IN: 449' 3-1/C 1000 JCN (SNEAD 12KV) _ ESTIMATED LOAD USED. F 2805 MAX PULL =1223' VD4.=0.63X SIDEWALLH947L CI: EPL PULL PRESSURE125 2' V3947 TO V4072 = 611' = 586' * 11 15' km_z EX: H947F I FL=2.55% I 2' 1 3" V3946 TO V3947 V3947 TO H947F 2801 _ I V4072 TO V3947 =471' =154' IN: 242' 3-1/C 1000 JCN (SNEAD 12KV) IN: 58' 3-1/C 2-350 & 1-4/0 SEC. U 18 1/2"x31x'24" 2803 1 MAX =2172' =1444' J 1 - H947L TO PANEL 129 27TH ST SS RM: 1-1P 4WAY INS BAR 8-350 6.71KW H9470 PULL=> %i 1�'���iiiii % ' EPL - STRAIGHT PULL EPL (# ) "� IN: 449 3-1/C 1000 JCN (JANUARY 12KV) IN: 25 3-1/C 2-1/0 & 1-2 SERV. CD S SIDE b_ V3946 TO V3947 =242' * V3947 TO H947F =364' � IN: 1-1P 6WAY INS BAR (#8-350) 7.46KVA 9+03 -L- EPL C o EPL PULL PRESSURE _ _ H947L TO PL 129 = 41' V3947 TO V3946 = 242' * H947F TO V3947 =124' * ��� �/1 i,1 �!/,1 SS V3947 TO V4072 = 611' = 586' = 696' SS MAX PULL -=2172' MAX PULL - =1223' - - � = U V3947 TO V3947 =471' =586 * + MAX PULL ►►�� o Cl: o MAX = 2172' =1444' I�h + IN: 449' 2-1/C 1/0 JCN (JANUARY 12KV) NOTE: 27 75'' CI:1"11"1H9470 EPL SS SS UPPONDRUULET20BOTD1E103674D V3947 TO CAP V3947 TO V4072 =543' Cl: HH H947L 17"x30'x24" (HH -6) SS --- 1-1P 6WAY INS BAR (#8-350) V4072 TO V3947 =461' * 18 1/2"x31"x24" (FULL TRAFFIC) PER UGS 148 Cl: (DUCT ONLY) i N IN: - - �� I I SS h MAX PULL = 153'--- IN: 1-1P 6WAY INS BAR (#8-350) Cl: I Cl: I 1 3„ SS _ _ 2 3" 1 _ 1 3" - - 111 87' 5' 8' 17'-16 9 28 24' 5 110 47 H9470 TO PANEL 2713 BALBOA BLVD NOTE: H947F TO CAP H9470 TO PANEL 2803 BALBOA BLVD I IN: 97' 3-1/C 2-1/0 & 1-#2 SERV. POLE TO BE REMOVED ' 5 ' (DUCT ONLY) 5 NOTE: EPL SS IN: 57' 3-1/C 2-1/0 & 1-#2 SERV. ON TD1103682. PER UGS 148 1POLE TO BE REMOVED EPL SS - s H9470 TO PL 2713 =157' ON TD1103682. H9470 TO PL 2803 =113' 8' 17, 17' 8, MAX PULL =696' - MAX PULL =696' _s--- 1728681E 50, 11 1 8+57 GPS: I — — LAT: N 33° 36' 46.02" *FEEDING NORTH *FEEDING EAST *FEEDING SOUTH , „ �BTh T ,S"T TLM DATA: V5543947 SIZE KVA CUST % LOAD EXIST: - - - _% PROP: 75 66_79 35 89.05 % VOLTAGE DROP: 2.85% FLICKER FACTOR: 2.47% PRI. CIRCUIT: SNEAD 12KV SUBSTATION: LAFAYETTE SUB 1172646 ADDRESS METER NUMBER 200 A 29TH ST 222010-826582 2713 B 28TH ST 200 B 29TH ST 222010-826583 222011-203160 202 29TH ST 222013-853618 202 1/2 29TH ST 222010-855231 BALBOA BLVD 204 29TH ST 222010-826656 222010-851214 204 1/2 29TH ST 222010-855215 206 29TH ST 222010-855213 122 206 1/2 29TH ST 222010-855228 28TH ST 208 29TH ST 222010-826659 222010-851217 208 1/2 29TH ST 222010-826658 118 210 29TH ST 222010-826657 A 27TH ST 210 A 29TH ST 222010-861132 222010-851195 212 A 29TH ST 222010-861133 127 212 B 29TH ST 222010-861135 A 27TH ST 214 29TH ST 222010-861157 222010-851164 214 1/2 29TH ST 222010-861134 121 216 29TH ST 222010-826587 1/2 27TH ST 216 A 29TH ST 222010-826586 222010-851142 216 B 29TH ST 222010-861158 125 218 29TH ST 222010-855191 201 28TH ST 222010-826634 122 203 28TH ST 222010-855185 122 203 1/2 28TH ST 222060-007265 205 28TH ST 222010-826635 120 205 1/2 28TH ST 222010-826632 118 207 28TH ST 222010-826633 207 1/2 28TH ST 222010-826610 116 209 A 28TH ST 222010-826608 116 209 B 28TH ST 222010-826609 114 211 A 28TH ST 222010-826611 114 211 B 28TH ST 222010-855214 110 213 28TH ST UNIT 1 222010-826585 108 213 28TH ST UNIT 2 222010-826584 215 28TH ST 222010-855184 217 28TH ST 222010-855187 TLM DATA: V5543947 SIZE KVA CUST % LOAD EXIST: - - - _% PROP: 50 51_62 25 103.24% VOLTAGE DROP: 2.82% FLICKER FACTOR: 2.99% PRI. CIRCUIT. SNEAD 12KV SUBSTATION: LAFAYETTE SUB 1172646 ADDRESS METER NUMBER 2713 A 28TH ST 222010-851212 2713 B 28TH ST 222010-851215 2801 BALBOA BLVD 222011-203160 2803 BALBOA BLVD 222010-855239 2711 BALBOA BLVD 222010-851193 2711 BALBOA BLVD 222010-851192 124 28TH ST 222010-851214 124 1/2 28TH ST 222010-851213 122 28TH ST 222010-851216 122 1/2 28TH ST 222010-851219 120 28TH ST 222010-851218 120 1/2 28TH ST 222010-851217 118 28TH ST 222010-851145 118 1/2 28TH ST 222010-851144 129 A 27TH ST 222010-851194 129 B 27TH ST 222010-851195 127 27TH ST 222010-380488 127 1/2 27TH ST 222010-851190 125 A 27TH ST 222010-851166 125 B 27TH ST 222010-851164 123 27TH ST 222010-851165 121 27TH ST 222010-851191 121 1/2 27TH ST 222010-851188 119 27TH ST 222010-851142 119 1/2 27TH ST 222010-851141 125 28TH ST 222010-855186 TLM DATA: V5543947 SIZE KVA CUST % LOAD EXIST: - - - - % PROP: 50 58_38 33 116.76 % VOLTAGE DROP: 2.35% FLICKER FACTOR: 2.53% PRI. CIRCUIT: JANUARY 12KV SUBSTATION: LAFAYETTE SUB 1172646 ADDRESS METER NUMBER 2805 BALBOA BLVD - - 123 28TH ST 222010-777647 UG 121 28TH ST 222010-851170 121 1/2 28TH ST 222010-851169 REMOVAL 119 28TH ST 222010-807120 20A 119 1/2 28TH ST 222010-851171 117 28TH ST 211010-006561 UG 115 28TH ST 222010-851221 115 1/2 28TH ST 222010-851168 113 28TH ST 222010-851223 113 1/2 28TH ST 222010-785729 111 28TH ST 222010-851220 111 1/2 28TH ST 222010-851222 109 A 28TH ST 222010-851197 109 B 28TH ST 222010-851198 128 29TH ST 222014-049653 128 1/2 29TH ST 222014-049652 126 A 29TH ST 222010-625357 126 B 29TH ST 222010-625359 124 29TH ST 222010-625356 124 1/2 29TH ST 222010-625358 122 29TH ST 222010-855192 122 1/2 29TH ST 222010-625406 120 29TH ST 222010-632595 120 1/2 29TH ST 222010-632592 118 29TH ST 222010-625404 118 1/2 29TH ST 222010-625405 116 29TH ST 222010-686185 116 1/2 29TH ST 222010-861206 114 29TH ST 222010-625378 114 1/2 29TH ST 222010-625379 110 29TH ST 222010-625377 108 29TH ST 222010-625376 LONG: W 117 ob 51.42 NOTE: -PTC REQUIRED. -TRAFFIC CONTROL REQUIRED. -TO BE CONSTRUCTED IN CONJUCTION WITH RULE 20B TD1103674. -75KVA TRANSFORMER TO BE INSTALLED ON ASSOCIATED 20B TD1103674. VAULT Cl: V5543947 7'x18'x8' TUB STYLE I u 2-6" GRADE RINGS REQ'D 2-8" VENTS REQ'D CI: 1-17"x30"x24" HH(H9470) 1-18 2"01"x24" (H947L)IN: 2-50 120/240V 12KV FUSED DE W/1/0 SN: SN: 3-600A 4WAY J -BAR J947SNEAD 3-600A 3WAY J -BAR (J947B�JANUARY 12KV) 6-600A DBE 1000 (FIG. D) (J947A) (POS. 1 & 4) 4-600A EXT W/200A TAP 1/0 (FIG. B) (J947A) POS. 2 & 3) 2-600A DE RECEP. W/TEST PT. (FIG A) (J947A) (POS. 2 & 3) 6-600A DBE 1000 (FIG. D) (J947B) (POS 1 & 3 2-600A EXT W/ 200A TAP 1 0 (FIG. B) (J947B (POS. 2) 1-600A DE RECEP. (FIG. A) (J947B) (POS. 2) 4-200A LOAD BREAK ELBOW W/BUSHING (1/0) (XFMR) 2-1P 4WAY INS BAR (#8-350) (XFMR) 1 -COMPOSITE CABLE RACK & GROUND KIT (4/0 BC) 16-20" COMPOSITE CABLE HOOK MI: 40' 2-1/C 1/0 JCN (XFMR) II8+55 EX. HH EX. CIC (5') ALLEY POLE TO H ASSOCIATED TD'S: TD1573998 1172646 RULE 20A OH REMOVAL TD1103674 786472 RULE 20B UG INSTALL TD1103682 786477 RULE 20B OH REMOVAL TD1574918 1173387 RULE 20A OH REMOVAL TD1574917 1173386 RULE 20A UG INSTALL 12 M010 � Mill! 1111111 1�111 ON n1l UNDERGROUND SERVICE ALERT Dial 811 Call USA For Underground Locating 2 Working Days Before You Dig O� v c"� UP O F� vo BOJ P �� APPROVED FOR CONSTRUCTION L•] Pc vP 20 INVENTORY MAP NO.'S 27-116-2 28-11A-9 27-1113-1 28-11D-1 28-11A-2 28-11D-4 28-11A-3 28-11D-7 28-11A-6 28-11D-8 THOMAS GUIDE MAP NO.'S O.C. 888-G6 O.C. 888-G7 O.C. 888-117 O.C. 918-H1 HE Cl: SHT 7 41 l V4072 TO INT. PT. "D" IN: 153' 3-1/C 1000 JCN (SNEAD 120) SIDEWALL EPL PULL PRESSURE V4072 TO V4716 =437' = 403' V4716 TO V4072 = 606' = 593' MAX = 2172' =1444' GPS: LAT: N 33' 36' 42.18" LONG: W 117' 55' 46.77" NOTE: -PTC REQUIRED. (ROUTE 7) -TRAFFIC CONTROL REQUIRED. f EX: V5444716 VAULT c� 20 xl:p- EX. 7'x18'x8' 2—" VENTS 3-4" (81') <r, �ox�86^o EX103-50KVA 120/240V 12KV NF DE W/1/0 EX. 4-5" 1-2W 3P SF6 FUSED 1/0 ESNA ELBOWS S/S (BS2927) V4717 TO V4716 3-600A 4WAY J—BAR (J716A) EX. 1-5" COMM RM: 3-600A 2WAY SPLICE T—BODY "A" (1000) V4716 TO RISER J 4 O N a + w ci = w F w� � X PER UGS 1481101E -7 O _Oil �V --------------- ° -------- ----- --- 143+65.04 CA BALBOA BLVD ------- 12" AC W W 10+00.05 CA l}v►^] �1 —27H STREET iMn 14 00 �1/TR 011 BL VNOTE: 145+00T POLE TO BE REMOVED 00 — — ON TD1573998. NOTE: 1 �Z r,a°O0 oz v POLE TO BE REMOVED C ------------------------- ON TD1573998. ---- _ ------------------ -----0 8" W (ABAND.) _ -- -------00 :-----0 .-- ABND I M EX. 1-3" (62') + N + N =_ _-_____- _ _- 8„ W (ABAND.) EX. 2-5" (339') H TO POLE M - 7-1 + N N EX. 1-5" COMM.a, EX. 4-5'209' - _I. (ABANDON) V4716 TO "Y" a „ (, ) „ INT. PT. D' TO Y' --�------------ E `r - ---15" SD y E - -----E--- - -- ILX- o,ABNDEX. 1-3" (80')�r ABND I N = 128 HTO CAP + EX. 1-5" COMM (25') w w 2.15KW N 129 a O "Y" TO POLE - 2.38KVA= N = = w o _ _ = 1.38KW = a M EX. d711— 5" COMMC`OM(362') X I v X oz x 1.54KVA w z *FEEDING SOUTH SS _ SSS S V4716 TO CAP I Cl: 362' 1-5" COMM SEE RISER DETAIL I 1 3" FOR CABLE II 113 36' 362' 3-5' 02 f H072A TO PANEL 128 27TH ST 126 126 1/2 SEE RISER DETAIL IN: 46' 3-1/C 2-1/0 do 1-#2 SERV. FOR CABLE EPL H072A TO PL 128 = 83' — —SS - - MAX PULL =696' o — — rn TLM DATA: V5584072 SIZE KVA CUST % LOAD 50 46_65 25 93.30 % VOLTAGE DROP: 2.27% FLICKER FACTOR: 3.21 % PRI. CIRCUIT. SNEAD 12KV SUBSTATION: LAFAYETTE SUB ADDRESS METER NUMBER METER NUMBER 128 V4072 TO H072F ST 222010-887804 IN: 28' 3-1/C 2-350 do 1-4/0 SEC. 126 27TH EPL SPEED 118 26TH ST V4072 TO H072F =107' 27TH ST NOTE: H072F TO V4072 = 58' LIMIT CABLE FROM V4072 TO V3955 MAX PULL =1223' 125 1/2 25TH ST TO BE INSTALLED ON 20B 27TH ST TD1103674. Cl: 30 27TH 2 5" 322010-420150 = 34 460' ST 222010-849051 116 27TH V4072 TO V3955 222014-083477 X w (DUCT ONLY) GPS: LAT: N 33' 36' 42.18" LONG: W 117' 55' 46.77" NOTE: -PTC REQUIRED. (ROUTE 7) -TRAFFIC CONTROL REQUIRED. f EX: V5444716 VAULT c� 20 xl:p- EX. 7'x18'x8' 2—" VENTS 3-4" (81') <r, �ox�86^o EX103-50KVA 120/240V 12KV NF DE W/1/0 EX. 4-5" 1-2W 3P SF6 FUSED 1/0 ESNA ELBOWS S/S (BS2927) V4717 TO V4716 3-600A 4WAY J—BAR (J716A) EX. 1-5" COMM RM: 3-600A 2WAY SPLICE T—BODY "A" (1000) V4716 TO RISER J 4 O N a + w ci = w F w� � X PER UGS 1481101E -7 O _Oil �V --------------- ° -------- ----- --- 143+65.04 CA BALBOA BLVD ------- 12" AC W W 10+00.05 CA l}v►^] �1 —27H STREET iMn 14 00 �1/TR 011 BL VNOTE: 145+00T POLE TO BE REMOVED 00 — — ON TD1573998. NOTE: 1 �Z r,a°O0 oz v POLE TO BE REMOVED C ------------------------- ON TD1573998. ---- _ ------------------ -----0 8" W (ABAND.) _ -- -------00 :-----0 .-- ABND I M EX. 1-3" (62') + N + N =_ _-_____- _ _- 8„ W (ABAND.) EX. 2-5" (339') H TO POLE M - 7-1 + N N EX. 1-5" COMM.a, EX. 4-5'209' - _I. (ABANDON) V4716 TO "Y" a „ (, ) „ INT. PT. D' TO Y' --�------------ E `r - ---15" SD y E - -----E--- - -- ILX- o,ABNDEX. 1-3" (80')�r ABND I N = 128 HTO CAP + EX. 1-5" COMM (25') w w 2.15KW N 129 a O "Y" TO POLE - 2.38KVA= N = = w o _ _ = 1.38KW = a M EX. d711— 5" COMMC`OM(362') X I v X oz x 1.54KVA w z *FEEDING SOUTH SS _ SSS S V4716 TO CAP I Cl: 362' 1-5" COMM SEE RISER DETAIL I 1 3" FOR CABLE II 113 36' 362' 3-5' 02 f H072A TO PANEL 128 27TH ST 126 126 1/2 SEE RISER DETAIL IN: 46' 3-1/C 2-1/0 do 1-#2 SERV. FOR CABLE EPL H072A TO PL 128 = 83' — —SS - - MAX PULL =696' o — — rn TLM DATA: V5584072 SIZE KVA CUST % LOAD 50 46_65 25 93.30 % VOLTAGE DROP: 2.27% FLICKER FACTOR: 3.21 % PRI. CIRCUIT. SNEAD 12KV SUBSTATION: LAFAYETTE SUB ADDRESS METER NUMBER METER NUMBER 128 27TH ST 222010-887804 222010-647536 126 27TH ST 222010-816736 118 26TH ST 126 1/2 27TH ST 222010-846526 124 27TH ST 222010-846527 125 1/2 25TH ST 122 27TH ST 222010-846439 222010-684961 120 27TH ST 322010-420150 118 27TH ST 222010-849051 116 27TH ST 222014-083477 Cl: w 114 27TH ST 222014-132135 X w ``� 112 27TH ST 222010-846437 w 110 27TH ST 222014-064717 SS 108 27TH ST 222010-849049 106 27TH ST 222010-849050 716463H 129 26TH ST 222010-861708 127 26TH ST 222010-861711 NOTE: 125 26TH ST 222010-887807 125 1/2 26TH ST 222010-887806 123 26TH ST 222010-887783 121 26TH ST 222010-887781 119 26TH ST 222010-861709 117 26TH ST 222010-849048 115 26TH ST 222010-887808 113 26TH ST 222010-680048 111 26TH ST 222010-861710 109 26TH ST 222014-137773 - � - , S 11'r 11 10' 0' 3I TI �ST *FEEDING EAST TLM DATA: V5584072 SIZE KVA CUST % LOAD EXIST: - - - - % PROP: 50 23_04 15 46.08 % VOLTAGE DROP: 1.26% FLICKER FACTOR: 3.21 % PRI. CIRCUIT: SNEAD 12KV SUBSTATION: LAFAYETTE SUB ADDRESS METER NUMBER 128 26TH ST 222010-638728 126 26TH ST 222011-039743 124 26TH ST 222010-647536 122 26TH ST 222010-647538 120 26TH ST 222011-195711 118 26TH ST 222010-647539 129 25TH ST 222010-647537 127 25TH ST 222010-638719 125 25TH ST 222010-638716 125 1/2 25TH ST 222011-389576 123 25TH ST 222013-725284 123 1/2 25TH ST 222010-684961 121 25TH ST 222010-684960 121 1/2 25TH ST 222010-638717 119 25TH ST 222010-684962 H072A 18 1/2"x31"x24" (FULL TRAFFIC) IN: 1-1P 6WAY INS BAR (#8-350) GPS: LAT: N 33' 36' 42.22" LONG: W 117° 55' 48.12" NOTE: -PTC REQUIRED. (ROUTE 7) -TRAFFIC CONTROL REQUIRED. -TO BE CONSTRUCTED IN CONJUCTION WITH RULE 20B TD1103674. -TLM DATA FOR EACH ADDRESS AND VD & FL SHOWN ON ASSOCIATED RULE 20B WORK -SWITCH, J -BARS & 50KVA TRANSFORMER TO BE INSTALLED ON ASSOCIATED 20B TD1103674. 124 V4717 TO V4716 IN: 3-600A 2WAY SPLICE 1000 (FIG G) (SNEAD) V4716 TO Y 339' 1-5" Y TO POLE �t 25' 1-5" 02 45' 1-5" UP 03 Q 409' 3-1000-12KV RM: 409' 3-1/C 1000 JCN 12KV LU 145+75 / EX. HH i W W 12" AC W \\ \ 145+45.22 CA BALBOA BLVD \ \ 10+00.00 CA 26TH STREET 0 E L CI: SS P25' H072A 11 I SS SS 9+30 H072A TO PANEL 129 26TH ST IN: 35' 3-1/0 2-1/0 & 1-#2 SERV l 127 EPL H072A TO PL 129=106' MAX PULL =fi96' Cl: 1 SS 4" `- SS rn 125 33 61' o 125 1/2 I_- V4072 TO H072A rn IN: 61' 3-1/C 2-350 & 1-4/0 SEC. EPL V4072 TO H072A =157' I H072A TO V4072 =106' MAX PULL — _ 1379' 5, SS 11' i+l 5'i 4' 10' 3I ,4LLT Cl: V5584072 VAULT 19 7'x18'x8' 2-6" GRADE RINGS REQ'D 2-8" VENTS REQ'D CI: 1-18 1/2"01"x24" HH (H072A) IN: 1-50KVA 120/240V 12KV FUSED DE W/1/0 SN: 2-200A LOAD BREAK ELBOW W/BUSHING (1/0) (XFMR) 1-1P 4WAY INS BAR (#8-350) (XFMR) 1—COMPOSITE CABLE RACK & GROUND KIT (4/0 BC) 16-20" COMPOSITE CABLE HOOK 5' 26'Thj .ST SPEED LIMIT 25 X 0 ----------------------- 12" AC W t6+35.05 CA BALBOA BLVD 147+22.38 CA BALBOA BLVD )+00.00 CA ALLEY 10+00.00 CA 25TH ST M 146,+00 147+00 — I EX. 2-5" (116') CAP TO V4716 W (ABAND.)--- DESIGN# ------------�---------- TD1573998 1172646 RULE 20A OH REMOVAL --------------- a, —� 8„ W (ABAND.) O TD1103682 N RULE 20B OH REMOVAL � 1173387 RULE 20A OH REMOVAL O � U Q RULE 20A UG INSTALL --_— —Wj 9+56 = PT.=N .. Cl: w = 1 3" 37 153' X w ``� X = ``' w 128 I V4072 TO CAP 129 w J L (DUCT ONLY) SS PER UGS 148 ----- 716463H �I 9+30 N H072G NOTE: 126 NOT ON FIM POLE TO BE REMOVED ------------ON - TD1103682. 127 EX: H072F 17"x30"x24" IN: 1-1P 6WAY INS BAR (#8-350) 124 -1-__F — — SS - S o 125 EX: H072G - S + I � 17"x30"x24" I I 4 I I 8' SPEED LIMIT I I I I 00 1 25TTT �ST ASSOCIATED TD'S: TD# DESIGN# TYPE TD1573998 1172646 RULE 20A OH REMOVAL TD1103674 786472 RULE 20B UG INSTALL TD1103682 786477 RULE 20B OH REMOVAL TD1574918 1173387 RULE 20A OH REMOVAL TD1574917 1173386 RULE 20A UG INSTALL UNDERGROUND SERVICE ALERT Dial 811 Call USA For Underground Locating 2 Working Days Before You Dig O� v c"� UP o F� vo 1XV10 11 1 APPROVED FOR CONSTRUCTION ❑• 27-1113-2 28-11A-9 27-11B-1 28-11 D-1 28-11A-2 28-11D-4 28-11 A-3 28-11D-7 28-11A-6 28-11D-8 THOMAS GUIDE MAP NO.'S O.C. 888-G6 O.C. 888-G7 O.C. 888-H7 O.C. 918-H1 LLJ SPEED -- LIMIT - - - - ------------------------------ - - - - - - - - ------------------------------------- 148+09.70 C/L BALBOA BLVD 10+00.00 C/L ALLEY _ 148+00 C E -----E E / -- 9+56 ------ ----- ` I -- Cl: MEM POLE TO HH SEE RUN 34 EX. HH SHT. 8 H955A 99+29F - 4749427E I I <I NOTE: POLE TO BE REMOVED ON TD1103682. 0 09 I III I IHI-IF ISI ,4ZZ 'r 12" 4C° 149, 00 / 8"W(ABAND.) 8,W(ABAND.)- E a) Cl: 2 3" 38 157' V3955 TO CAP (DUCT ONLY) PER UGS 148 EX. 1/0 (44') 8+72 SCE HH NOT ON FIM - SS SS SS 8' (n 00 25' 30 � � W ---------- - - ---- SUS 148+98.48 C/L BALBOA BLVD 10+00.00 C/L 24TH ST + 150+O0 ----- ------ 9+77 rn o r + [e ^ Cl: 2 3" Iv NOTE: 39 56' Q POLE TO BE REMOVED V3955 TO CAP N ON TD1103682. 9+45 2334100E C b 3: II Ex I I i 5' 4000550E 9+18 x -- -- EX. 1-3 (75') POLE TO CAP TI -I .ST SPEED LIMIT 251 EX. 1-3" (75') POLE TO CAP Ex 4/0 13_„_ 150+14.94 C/L BALBOA BLVD 10+00.00 C/L ALLEY EX. 1-2” (284')- V4717 TO H E Cl: 1=5 40 57' 72 qc W V3955 TO CAP (DUCT ONLY) PER UGS 148 EX. HH —EX. CIC (5) POLE TO HH I NOTE: POLE TO BE REMOVED ON TD1103682. 2 GPS: LAT: N 33' 36' 39.23" LONG: W 117' 55' 45.76" NOTE: -PTC REQUIRED. (ROUTE 7) -TRAFFIC CONTROL REQUIRED. -TO BE CONSTRUCTED IN CONJUCTION WITH 20B TD1103674. -MATERIAL TO BE INSTALLED ON RELATED 20B TD1103674. Cl: V5543955 VAULT 7'x18'x8' TUB STYLE L 2-6" GRADE RINGS REQ'D 2-8" VENTS REQ'D 1 -COMPOSITE CABLE RACK & GROUND KIT (4/0 BC) 16-20" COMP CABLE HOOK ASSOCIATED TD'S: TD# DESIGN# TYPE TD1573998 1172646 RULE 20A OH REMOVAL TD1103674 786472 RULE 20B UG INSTALL TD1103682 786477 RULE 20B OH REMOVAL TD1574918 1173387 RULE 20A OH REMOVAL TD1574917 1173386 RULE 20A UG INSTALL UNDERGROUND SERVICE ALERT Dial 811 Call USA For Underground Locating 2 Working Days Before You Dig 0 v c"� UP o F� � vo P� 1211111 ! mill 1111111111 (( ME@ APPROVED FOR CONSTRUCTION 0 Pc 40 O.C. 888-G6 O.C. 888-G7 O.C. 888-H7 O.C. 918-H1 9 vP 20 INVENTORY MAP NO.'S 27-11B-2 28-11A-9 27-11B-1 28-11D-1 28-11A-2 28-11D-4 28-11A-3 28-11D-7 28-11A-6 28-11D-8 THOMAS GUIDE MAP NO.'S O.C. 888-G6 O.C. 888-G7 O.C. 888-H7 O.C. 918-H1 12 E 123 125 0- U 8» O0 �gqN,9 12» C �n W wl 8' -- SS 0 8+61 SS 1 SS I 152+73.62 C/L BALBOA BLVD 10+00.00 C/L ALLEY N � O O\ X00 D.) N 151+44.43 C/L BALBOA BLVD 10+00.00 C/L 23RD STREET EX. 2-5" CUST (430') V5899 TO V4717 WIDE EASEMENT FOR INGRESS-EGRE IN FAVOR OF ALBERT BARROWS SPEED LIMIT 30 8+60 V5495899 Z" Vr 12 q C 0 1,53+00 w J 5' 'c 5' 10, I I 30' 724877E 8+60 EX. 3-3511-4/0 IIf W W rn00 0 LO o_ 8+40 - 7+74.36 C/L 23RD STREET INT. PT. 'G' 10+00.00 C/L ALLEY I 1 3: IN I 2306 (5) CI: 44.00KW 51.77KVA 'EE] VD=1.63% 115 110' FL=1.09% H467A TO PULL SECTION IN: 120' 3-1/C 2-350 & 1-4/0 SERV. EPL H467A TO PULL SECTION = 235' 10' PULL SECTION TO H467A = 320' MAX PULL =1223' 30 0_ I � 103+00 8" IVCP SS 8' VCP SS 1 0 SS C�'o I I + I ,+� 8+39 �-- 00 SS ° 0 0 ° M 4000452E ° JX. 3-700 1-350 (22') U)11 +24.38 C/L ALLEY 0 ° ° o -� 0 8+08.48 C/L ALLEY 7+82 w7+" 1073930E - _ _ EX.1549466E j /i j j �,7 TT 109 - Ln G G i 2316 (.01 7+6\ 1 C) 1111111111177T I - EX. HH rl 00 CD I477777, 4' `n w EX. 2-5" (92') I \ 1 00 CAP TO V5899 I i I H467A I I 7+28 102+87.23 C L ALLEY 1549467E 2308 6+91.42 C/L ALLEY o ir) 7+23 13' 7+21 I w CI: � `0 I I NOTE: POLE TO BE REMOVED co a - H ON TD1103682. �' +467A TO CAP o (DUCT ONLY) PER UGS 148 Cl: HH H467A 2300 50' I 36KW 17"x30"x24" 42.35KVA I IN: 1-1P 6WAY INS BAR (#8-350) 7+24.74 C/L 23RD STREET 0 104+12.41 C/L ALLEY I I I 8' 17' 17' 8' NOTE: -PTC REQUIRED. ROUTE 7) 3/C 4/013C 12KVSLACK -TRAFFIC CONTROLREQUIRED. S -LOAD INCREASE LESS THAN 5%. NO INTRUSIVE INSPECTION 100KVA XFMR REQUIRED. #2GT 120V (SVC) FY* 1549467E POLE i1 TOP OF RISER TLM DATA: 1549467E SIZE KVA CUST % LOAD EXIST: 50 42.35 1 84.x' PROP: 100 94.12 6 94.12 % VOLTAGE DROP: 1.63% FLICKER FACTOR: 1.04% PRI. CIRCUIT: SNEAD 12KV SUBSTATION: LAFAYETTE SUB ADDRESS METER NUMBER 300 OCEANFRONT 222013-825847 306 OCEANFRONT 222013-825892 306 OCEANFRONT 222013-825845 306 OCEANFRONT UNIT A 222010-512459 306 OCEANFRONT UNIT A 223000-011905 306 OCEANFRONT UNIT A 222010-512409 CI: 8' ° 18' 16' 9' IN: 39' 3-1/C 2-350 & 1-4/0 SEC EPL 50' 4" SEC MAX SIDEWALL =1223' T RUN = 6' SS RISE = 33' 467E W RISER DETAIL L/N SS W 119 o Call SA For Underground Locating 2 Working Days Before You Dig S S 0 8+61 SS 1 SS I 152+73.62 C/L BALBOA BLVD 10+00.00 C/L ALLEY N � O O\ X00 D.) N 151+44.43 C/L BALBOA BLVD 10+00.00 C/L 23RD STREET EX. 2-5" CUST (430') V5899 TO V4717 WIDE EASEMENT FOR INGRESS-EGRE IN FAVOR OF ALBERT BARROWS SPEED LIMIT 30 8+60 V5495899 Z" Vr 12 q C 0 1,53+00 w J 5' 'c 5' 10, I I 30' 724877E 8+60 EX. 3-3511-4/0 IIf W W rn00 0 LO o_ 8+40 - 7+74.36 C/L 23RD STREET INT. PT. 'G' 10+00.00 C/L ALLEY I 1 3: IN I 2306 (5) CI: 44.00KW 51.77KVA 'EE] VD=1.63% 115 110' FL=1.09% H467A TO PULL SECTION IN: 120' 3-1/C 2-350 & 1-4/0 SERV. EPL H467A TO PULL SECTION = 235' 10' PULL SECTION TO H467A = 320' MAX PULL =1223' 30 0_ I � 103+00 8" IVCP SS 8' VCP SS 1 0 SS C�'o I I + I ,+� 8+39 �-- 00 SS ° 0 0 ° M 4000452E ° JX. 3-700 1-350 (22') U)11 +24.38 C/L ALLEY 0 ° ° o -� 0 8+08.48 C/L ALLEY 7+82 w7+" 1073930E - _ _ EX.1549466E j /i j j �,7 TT 109 - Ln G G i 2316 (.01 7+6\ 1 C) 1111111111177T I - EX. HH rl 00 CD I477777, 4' `n w EX. 2-5" (92') I \ 1 00 CAP TO V5899 I i I H467A I I 7+28 102+87.23 C L ALLEY 1549467E 2308 6+91.42 C/L ALLEY o ir) 7+23 13' 7+21 I w CI: � `0 I I NOTE: POLE TO BE REMOVED co a - H ON TD1103682. �' +467A TO CAP o (DUCT ONLY) PER UGS 148 Cl: HH H467A 2300 50' I 36KW 17"x30"x24" 42.35KVA I IN: 1-1P 6WAY INS BAR (#8-350) 7+24.74 C/L 23RD STREET 0 104+12.41 C/L ALLEY I I I 8' 17' 17' 8' NOTE: -PTC REQUIRED. ROUTE 7) 3/C 4/013C 12KVSLACK -TRAFFIC CONTROLREQUIRED. S -LOAD INCREASE LESS THAN 5%. NO INTRUSIVE INSPECTION 100KVA XFMR REQUIRED. #2GT 120V (SVC) FY* 1549467E POLE i1 TOP OF RISER TLM DATA: 1549467E SIZE KVA CUST % LOAD EXIST: 50 42.35 1 84.x' PROP: 100 94.12 6 94.12 % VOLTAGE DROP: 1.63% FLICKER FACTOR: 1.04% PRI. CIRCUIT: SNEAD 12KV SUBSTATION: LAFAYETTE SUB ADDRESS METER NUMBER 300 OCEANFRONT 222013-825847 306 OCEANFRONT 222013-825892 306 OCEANFRONT 222013-825845 306 OCEANFRONT UNIT A 222010-512459 306 OCEANFRONT UNIT A 223000-011905 306 OCEANFRONT UNIT A 222010-512409 CI: SPEED 17171 42 6' H467A TO 9467E IN: 39' 3-1/C 2-350 & 1-4/0 SEC EPL H467A TO 9467E =94' 4" SEC MAX SIDEWALL =1223' T RUN = 6' 1549 RISE = 33' 467E TOTAL = 39' RISER DETAIL L/N 39'6" 35'6" 32'6" 31'6" 23' PROPOSED I_I L/SE 36' 1549467E 50' CLASS 4 (1965) INSP. 2010 RM: 1- 50KVA 12KV 120/240V 1P SN: 2-12KV ELF CUTOUT IN: 1-100KVA 12KV 120/240V 1P SN:------------- 2-12KV ELF CUTOUT 2-20A ELF FUSE 1 -RISER 4" 1-1P HYPLUG (2-350 & 1-4/0) 21 igggNg m 1-1 SS S� 9' 16 7 ' 18' SS I SS - SS 0 SS - SS SS S (ABDN) cn cn 00 S (ABDN) SS IF I 154+03.05 C/L BALBOA BLVD 10+00.00 C/L 22ND STREET SPEED LIMIT 30 _ SPEED LIMIT T UNDERGROUND SERVICE ALERT 1 SS --I Call SA For Underground Locating 2 Working Days Before You Dig S S °°� 00 0� W I o� I I I lip P co C5 0 20 40 I I �I I INVENTORY MAP NO.'S 27-1113-2 28-11A-9 27-11B-1 28-11D-1 W I 28-11A-2 28-11D-4 28-11A-3 28-11D-7 28-11A-6 28-11D-8 L16' 9' 18' ASSOCIATED TD'S: THOMAS GUIDE MAP NO.'S O.C. 888-G6 TD# TD11103674 DESIGN# 78647 2 TYPE RULE 20B U46 RULE 20AG OH FINAL O.C. 888-G7 DESIGN 0 C. 9818-H1 TD1103682 786477 RULE 20B OH REMOVAL TD1574918 1173387 RULE 20A OREMOVAL FOR MS/ASP PLANNER: 4 -80 CONSTRUCTION TD15749177 1173386 RULE 20A UG INSTALLCONTRACT 1 3-2405 PHONE: 714-893-2405 CONSTRUCTION NOTES I II II i i I I I II SEE DWG. 1 I I I w wl PHASE l LO II — — I II II I i 9S I I I i I i la I I I 210 I I � i i I I I II 5, I w I R/W W I I� 211 i i 1 210 i1 I 211 1 I I I 210 SS / I II R/W I M i i I I I I I I I I e R W I I R/W I I w 1 J I SS i5 I I SS 11+45F II 1 " I 209 I ~ SS I POLE 1503065E 208 II Q II i I 208 w II Q I 1 I CUDI 208 13 II L. 2-4" DU.+ I I II 5, = II 209 15' 1,5' I R/W I /W I i i I 1-2" DU. 18 5' 1 i i _ I I M 1 3 11 +21 I I SS - - - - - - - - - - - - - - - - - - - 11L 11+92 SS �Si - -11+2 - - I I 11+16 29 - ' - - I POLE 4569994E CAP 1-2' DU. / SS SS 1 11+18 I CAP 1 206 II II POLE 1548590E I I i i I , I 15 1$ I 32 CAP 1-2" I v 1 PL. 3-2" DU. 3 16 I I PL. 2-2" DU. 207 206 17 I 1 207 1 i 206 19 I I i g I I / o I II o 207 SS I 10+96 I + a 1 10+97 1 + I 13 10+97 I Ix ss iN I 2' 204 10+93 I w I 30 10+94 I CD 205 ISS SS I CAP , I I 1 204 II 27 CAP 1-2" DU. I 1 10+72 28 205 i: CAP 1-2" DU. I 1 1 I 205 I I I CAP 1-2" DU. I SP if 1�N 10+78 I 1 I I 35 CAP 1-,12 II � II 11 � � I 11 I I I i i l I 204 I I I 13 I10+74 J �/ r r --- ----------:18" PSD-----------------� CAP 1-2" DU. 31 w / I -----20-2-4=�P�--&2A-------------T ------ - - - - I I ----------------------- ---�----------------------- — I I — --- — — - ------- 12" ACP W w w w w w w w w w w `` w w w w w w w w- 12'1 ACP W w w w �✓ 12" ACP W w w w w 12" ACP W w w w w R/W I �_ 123+11 C/L BALBOA BLVD. ��\ I 125+41 C/L BALBOA BLVD. R/W 127+71 C/L BALBOA BLVD. S Td L)w I I 10+00 C/L ALLEY m I `� I L 10+00 C/L ALLEY N 10+00 C/L ALLEY L `` w I - - - - - - - - - - - - R/W O 76' 2-4" C C --82A CO) w a 1 < 0 co a 00 U� U�cAI Q U� U� O to to I� to Io N G G G G G G G 6" G G G G G G Q Q I I I I N I Q 16 Id C-4 ---C14 c*q — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - Lc)%;� � Q 124+26 C/L BALBOW BLVD. L a BOA BLVD. - - ' 10+00 C 34 ST. / N N r / o 10+00 C/L 35TH T. � / C)U U ++�� U +0' + +Lj cam U L`' \ Lc) �� � �� in H � ~N " — ------ 3 \ 3 — — w----------- — — \— �{j'-- --" I �I 3— —I CNI - - - _ - BALBOA I �' BLVD. °=90` 12 � 13 Q 0) 1�T 1 2 5 6 L=19.63' M W O I ZW 00 Ln N N 123+ 0 124+(�0 cv C� (TYP.) 126+00 w N 7+00 r 128 C/L - - - - - - - - - '� - - - - - - - - O - - - �- - - - - - - - - - - C/L l�J in 3 3 3 3 E" E` " E E E E "' J --- --- ------ — -- — — ------------ I — `�— - - 3 JT - - - - - - — - - - - - - - - - - - - - - /re -MFt-3tZ3 - — — 04- - - - - - - - - - - - �� NU E E T E T TE T T T 0 by E E I - - R=6' R/W Q I 14 EXIST. MH 3125-/R/W 9+73 II / I I I I 1 Iw I 9+72 37 I I I I R/W 9+72 38 I 1 1 w 14'x6'.9' 9j68 I I C/L HH I C/L HH II 3 1i 756 CU. FT. 128 36 C/L HH 129 I I 1 128 I " � 3401 I � I 128 1982A I= I I I 7 I 15 1 99' 1-4" CPC ---82A 1 w 1 cn 1 21 9+59 22 I I 1 F I 1 I SS 1S I -- -- -- -- -- ISS- --SS CAP 1-2" DU. _ SS -- -- -- -- I E� — -- -- -- -- — SS SS 1 I -- � �-- 110' 1-4" CPC --82A 3 I I - —� S-0 I ~ 3 3 I I SS 00 I I 120' 1-4" CPC -----82A 1 + I SS SS I 9+55 I II LJ I I I 8 I I NEW POLE 444677E 11 w l I -- -- ---- I III 5UI 3— 1 127 I I I 126 w f 9+36 129 I I 1 126 PL. 2-4" DU. ' 1 ' 1 `t 4 I 1 23 9+33 I I I 1 II + I I I CAP 1-2" DU. I I0 9+33 I 1 11 - - - - - - - CAP 1-2" DU_ 24 1 - - SS -- -- -- -- -- -- _- - NOTE: ~ 1 R/W II R/W- - - - - - - - I 1 SS SS SS ~ R/W I R/W 1 SS , SS I I 4-0 JT I INDICATES JOINT I S I I I1 9 127 I 1 I 124 i �l I F\ TRENCH W/ POWER/ CATV 1 124 I I 10 w l 125 I= 1 124 I" I 2 I R/W I W I R/W 1 II I I I~ I I 26 9+08 9+10 I 9+13 I 9+08 II I I co I 1 CAP 1-2" DU. 25 I M I I 11 Q 11 ;S 1 I CAP 1-2" DU. I II I -- -- -- ---- -- -- -- -- -- I -- -- -- -%- i o 9+05 - -- -- -- I SS I SS -- -- -- ---- I -- ;S I 1 o PL. 2-4" Du. 1ss O I t I 0 1 + + I I 1 122 I rn >- 9+04 I I rn I 122 w 1 1++ 3 1 I II J I POLE 1249047E 1 11 I I I 122 1 3 11 I I J 123 I I I I I 125 I 1 5; Q I I 8+82 I 1 I I II 1 1 -- I 5 I I = 1 , 1 -- -- -- ---- , -- -- -- -- 15' 1 -- -- -- -�'- -- -- -- -- - 15' 151 -- -- -- ---- I I 1 PL. 2-4" DU.+ I II 1-2" DU. 120 1 8+78 123 i 1 I 11 13 i m POLE 1880496E I I I I I w 34.63 21 69.26 I I i 1 11 Ell O PL. 21' 2-4" DU. PL. 30' 2-4" TYPE DU. +1-2" DU. W - HH = 61' VERIFY 0 PL. 21' 2-4" DU. 17 TYPE TYPE 1-2" HH -HH - 251' VERIFY 0 PL. 4' 4-4" DU. +1-2" DU HH - HH = 245' VERIFY TYPE 11' 2-4" ® PL. 67' 2-4" DU. CAP TYPE VERIFY TYPE HH - POLE = 67' VERIFY PL. 7' PL. 21' 2-4" DU. = 38' VERIFY TYPE HH - HH = HH - HH = 251' VERIFY DIAL TOLL FREE 1-800-227-2600 a AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 16 PL. 25' 2-2" DU. 0 PL. 4' 1-2" DU. TYPE 11 PL. 30' 2-4" POLE - CAP DU. +1-2" DU. © PL. 21' 2-4" DU. CAP TYPE VERIFY 17 PL. 25' 2-2" DU. TYPE 1-2" DU. TYPE DU. TYPE TYPE HH - HH = 245' VERIFY DPL. 11' 2-4" © DU. HH - CAP = 19' VERIFY TYPE PL. 26' 4-2" DU. PL. 7' 1-2" DU. = 38' VERIFY TYPE HH - HH = 247' VERIFY 70 PL. 11' 2-4" DU. +5-2" DU. = 36' HH - CAP = 18' VERIFY TYPE PL. 24' 2-2" DU. PL. 8' 1-2" DU. TYPE TYPE 9 PL. 39' 2-4" VERIFY DU. ® PL. 26' 2-4" DU. +3-2" DU. = 45' TYPEHH - HH = 260' VERIFY TYPE CLAD GROUND ROD ®0 0 0 0000 O PL. 23' 2-4" DU. +1-2" DU. 14 PL. 8' 4-4" DU. 0 0 0® TYPE 0000 TYPE LESS THAN ONE FOOT BELOW GRADE 10 PL. 8' 2-4" DU. e PL. 19' 2-4" DU. TYPE TYPE 0000 HH - POLE = 98' VERIFY HH - POLE = 19' VERIFY DATE REVISIONS CONTRACTOR TO VERIFY /28/19 REVISED ALIGNMENT, CALLOUT (FES) EXIST. VACANT 2-4" DU. 0000 /30/20 RENUMBERED DWGS FOR PHASE II TRAFFIC RATED TO MH 3124 16 PL. 25' 2-2" DU. 0 PL. 4' 1-2" DU. ® TYPE TYPE DU. POLE - CAP TYPE TYPE DU. HH - CAP = 8' VERIFY 17 PL. 25' 2-2" DU. 21 PL. 8' 1-2" DU. TYPE DU. TYPE TYPE HH - CAP = 67' VERIFY © PL. 8' HH - CAP = 19' VERIFY 18 PL. 26' 4-2" DU. PL. 7' 1-2" DU. = 38' VERIFY TYPE TYPE TYPE DU. TYPE CAP = 36' HH - CAP = 18' VERIFY 19 PL. 24' 2-2" DU. PL. 8' 1-2" DU. TYPE TYPE CAP = 48' VERIFY PL. 1-2'x3 HH HH - CAP = 45' VERIFY ® PL. 7' 1-2" DU. POLE - CAP TYPE TYPE DU. TYPE HH - CAP = 44' VERIFY CAP PL. 7' 1-2" DU. PL. 8' 1-2" TYPE DU. DU. TYPE HH - CAP = 67' VERIFY © PL. 8' 1-2" DU. = 8' TYPE 9 PL. 11' 1-2" POLE - CAP = 38' VERIFY TYPE PL. 12' 1-2" DU. TYPE CAP = 36' VERIFY POLE - CAP = 37' VERIFY DRAWING TO SCALE DO NOT REDUCE DURING REPRODUCTION ® PL. 25' 1-2" DU. POLE - CAP = 32' VERIFY TYPE DU. TYPE HH - CAP = POLE - CAP = 62' VERIFY 756 PL. 8' 1-2" 60' VERIFY DU. DU. TYPE TYPE HH - CAP = 79' VERIFY 5/8"x8' DRIVEN TO A DEPTH OF NOT POLE - CAP = 8' VERIFY 9 PL. 11' 1-2" DU. FOOT BELOW GRADE TYPE 0000 POLE - CAP = 36' VERIFY 31 PL. 22' 1-2" DU. TYPE 0000 POLE - CAP = 48' VERIFY © PL. 6' 1-2" DU. TYPE POLE - CAP = 32' VERIFY 0 PL. 10' 1-2" DU. TYPE HH - CAP = 36' VERIFY ®PL. 10' 1-2" DU. TYPE 756 HH - CAP = 60' VERIFY PL. 29' 1-2" DU. TYPE HH - CAP = 79' VERIFY at&t a California EXIST. MH 3125 © PL. 1-2'x3' HH 14'X6'X9' TRAFFIC RATED 756 CU. FT. PLACE COPPER CLAD GROUND ROD 1982A 5/8"x8' DRIVEN TO A DEPTH OF NOT LESS THAN ONE FOOT BELOW GRADE 0000 0000 0000 0000 0000' 0 PL. 1-2'x3 HH 0000 0000 TRAFFIC RATED PLACE COPPER CLAD GROUND ROD ®0 0 0 0000 5/8"x8' DRIVEN TO A DEPTH OF NOT 0 0 0® 0000 LESS THAN ONE FOOT BELOW GRADE 0 ® 0 ® 0000 0000 0000 CONTRACTOR TO VERIFY 0 0 00 0 0 co -0) CONTRACTOR TO VERIFY ® PL. 1-2'x3' HH EXIST. VACANT 2-4" DU. 0000 0000 EXIST. VACANT 2-4" DU. TRAFFIC RATED TO MH 3124 TO END CAP PLACE COPPER CLAD GROUND ROD 5/8"x8' DRIVEN TO A DEPTH OF NOT NORTH WALL SOUTH WALL LESS THAN ONE FOOT BELOW GRADE LOOK NORTH LOOK SOUTH PHASE 11 COMMENCED 20 COMPLETED 20 RECONCILED U.G. DESIGN ENGINEER: E. FUJIMORI (714) 669-2241 SCALE 1"= 20' NEWPORT BEACH EXCHANGE 1418-7634 COSTA MESA C.O. AREA EXCHANGE ENGINEER: M. CARRASCO (951) 452-9483 SEG. :1410-7628 INSPECT AND ACQUIRE SUBWAY INSPECTOR: W. SCOTT (714) 669-2269 T.G.M.: 888' G-7 ROUTINE DATE OFFICE FIELD 888, H-7 PREPARED 519117 CONTRACTOR : MAP # : 3D-3, 3D-4 CHECKED FORKERT ENGINEERING & SURVEYING, INC. APPROVED 223 1 1 BROOKHURST ST, STE 203 APPROVED 7 9 BEACH, CA 92646 LE( 7 9) AOOFR6S 74-963-67 ,JN 9236 DWG. 7 O F S -- -- -- ss -- -- -- - I I I I I 211 I I 210 5- R /w R/W I I 1� R/W 211 LD 1 F-: I (n U) SS I/ J 209 10-1 w z I D I w 1 3 Q I M 209 I icy) I I 208 I I I WI I M I I I I 11 + 1 OLE 4208491E ss 1 I -- - 1 I -- -- -- - - 3-2" DU. - I S1 I I -- -- I I I w ss 6„ Ac,p W w ss s SS _ - - -6"V P - - - 1 I 7 �� I I I 206 � t o I o 1' I �, o + I I 1+ I 10+97 207 I + J r SS N N I W / I I 1 3206 + + I p 1 10+94 W II Q o 1 204 10 CAP 1-2" DU. I I 8 O I -- I I ic � N 10+72 11 Q0 LD / -- -- -- �o JT z / SS \ I F- -EL E / w — I 1�------------------------- ---------------- — ---- — ww ww w w ww w w w w I I I o_ c� R/W " " w r7 0 -- -- --�-- I -- -- -- - --� 31 -- - -- - N a0 O R/W - - - 0 130+01 C/L BOA BLVD. + + + 10+00 C/L ALL o 0 0 G G G G G G G G G I I I 40' I ° I I I I 141' 1-4" C -CEM ---71B � I I i i I I ° I I I I I I I I I � I I � I 0 ~� 0 \ o \ R/W I 3014 \\� E m I "C L BAL N OA BLVD. A ,BALBOA I BLVD m Q I m W 6 G G G GI 6" G 10+ C L A Y G _ N (0 r G 6" G G (ADDED FROM USA MARKINGS) G_ -.ca - - - - - - - - - - G 128+86 C/L BALBOA BLVD. ( N M wd 12" ACP w 1�1� �✓ CACP W �✓ w 12" ACP W w w G w w w 3RD ST. \ v 0 Q ST. - ~ - 133+56 C/L BALBOA BLVD. L �� Ts - _ 10+00 C/L 31ST ST. - Q --------------- I 1 ---- -- I R=12.5' TS Ts I I - OLD CL W - — II X90° m - BALBOA AVE. I N L=19.63' -00 N N w 5 - - � 00 w 129+00 0 13 (TYP.) rn 1 1+0 32+00 133+ -9— �I C/L - - - - - -� - - - - - - N r r EXIST. MH 1148 jJ JT E - ALB q BLVD, 170 CU. FT. °' w - - - - - --------------------------------------- - - - - - - - - - - - - ------ - - - - - - - - - - - - - - - - - - - - - - m E E E E - F E E TS E 3----�__— Q 198718 O C 04 N R/W - -- -- -- r- -� -- - -- W- r T- T a r J7' o 0 ----_ _ E R/W SS I 13 9+73 �"� , � Ts E o � r CONSTRUCTION NOTES SEE DWG. 1 PHASE l R/W O V C/L (n W Q ZLdLu J u) U I I I I C/L HH I _ _ --__ i� E 1 126 I 125 / r T — , / ° ° ° E T — T T 129 I 9 10+93 / I / �- _ E T T-- T T T T T I I CAP 1-2" DU. 1, 3 I -------- -- ° ° a- E � _ 0 + ` _ E E E SS I v _ -- -- -- -- o N m R _ ____ Ism 0 a / / � � � �~ i � � � I�PBpNDT�. o R/W ro SS I 1 4 Iv i > l 1 �� I �i , I� $ W I I o ; 1 5 Io / I m = ,, I 127 I I 124 m / I I N // v I o I 9+38 I LO U 123 // i I �I N J M M w ,; ° n i �N S M I I I SS I _ _ _ o ° I �~ " Q „s%'' 15 1 SS PL. 2-4" DU. � z I -- -- -- -- I SS T -10 -- -- -- W- r,- I I I o //// / i M I 9+30 �� I I 14 I i ss SS I 120 < s%- / I I M i POLE 3001158 1 I I I p PB NO i I I I �< I c I R/W I � w R/W / / � � i / ,,� � $ 129 � I / I M I -- -- -- -- I 1 I lII �o_ JSS 0 Q I d oI1I of �n II oof < S °' °' 5' °' s2s5 'z II I -- 123 I I I I W 119 I I M IPgPNoI LO� 1 ISS SS I / I I 1 15' 15' I I I 32 I I I I 118 15' I I -- I®I I I ssI 14° o I i I(46 I I I I I 1 3 IuIL3 I 1 C,,^y C .a DIAL TOLL FREE 1-800-227-2600 a AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DATE REVISIONS 6/28/19 1 REVISED ALIGNMENT, CALLOUTS, CURVE DATA (FES) 1/30/20 1 RENUMBERED DWGS FOR PHASE II 13 PL. 1-2'x3' HH PL. 206' 2-4" DU. PL. NEW MH 1 PL. 299' 2-4" DU. 90 PL. 6' 1-2" DU. 4.5"X8.5'X6.5' TYPE 1410-7628 SEG. - 1408-7628 SUBWAY INSPECTOR: W. SCOTT TYPE 669-2269 T.G.M.: TYPE CU. FT. ROUTINE DATE OFFICE FIELD W - HH = 260' VERIFY CLAD GROUND ROD HH - W = 306' VERIFY 1-30"0 SB F&C HH - CAP = 6' VERIFY 5/8"x8' DRIVEN PL. 7' 4-4" DU. © PL. 103' 3-4" DU. 10 PL. 12' 1-2" DU. TYPE TYPE TYPE HH - CAP = 38' VERIFY O PL. 34' 1-4" DU. 70 PL. 26' 3-2" DU. 11 PL. 4' 1-2" DU. TYPE NOTE: JT TYPE R L TRAFFIC RATED PLACE COPPER CLAD GROUND ROD HH -HH = 34' VERIFY ;; PL. 1-4" DU. (� Q TYPE INDICATES JOINT A 80' 13`27'40" 18.80 ' 5/8"x8' DRIVEN TO A DEPTH OF NOT HH - CAP = 109' VERIFY ® PL. 45' 2-4" DU. ® PL. 79' 2-2" DU. LESS THAN ONE FOOT BELOW GRADE TYPE TYPE 80' 13°52'51 " 19.38' 12 PL. 36' 1-2" DU. NORTH WALL HH - POLE = 45' VERIFY SOUTH WALL D 80' 13`34' 15" 18.95' TYPE LOOK NORTH LOOK SOUTH E 12.5' 37`08'04" 8.10' HH - CAP = 141' VERIFY C,,^y C .a DIAL TOLL FREE 1-800-227-2600 a AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DATE REVISIONS 6/28/19 1 REVISED ALIGNMENT, CALLOUTS, CURVE DATA (FES) 1/30/20 1 RENUMBERED DWGS FOR PHASE II 13 PL. 1-2'x3' HH 15 PL. NEW MH 1 (714) 669-2241 SCALE 1"= 20' 4.5"X8.5'X6.5' EXCHANGE ENGINEER: M. CARRASCO (951) 452-9483 1410-7628 SEG. - 1408-7628 SUBWAY INSPECTOR: W. SCOTT TRAFFIC RATED 669-2269 T.G.M.: 546 CU. FT. ROUTINE DATE OFFICE FIELD PREPARED 5/9/17 PLACE COPPER CLAD GROUND ROD : B3-2, PL. 1-30"0 SB F&C APPROVED APPROVED 5/8"x8' DRIVEN TO A DEPTH OF NOT LESS THAN ONE FOOT BELOW GRADE CURVE DATA 14 PL. 1-2'x3' HH Q%Q NOTE: JT R L TRAFFIC RATED PLACE COPPER CLAD GROUND ROD PL. 2-4" DU. Q ;; PL. 1-4" DU. (� Q PL. 2-4" DU. INDICATES JOINT A 80' 13`27'40" 18.80 ' 5/8"x8' DRIVEN TO A DEPTH OF NOT TO HH TO MH 2 TO HH TRENCH W/ POWER/ CATV B 80' 13°06' 10" 18.29' LESS THAN ONE FOOT BELOW GRADE C 80' 13°52'51 " 19.38' _ NORTH WALL SOUTH WALL D 80' 13`34' 15" 18.95' LOOK NORTH LOOK SOUTH E 12.5' 37`08'04" 8.10' F 12.5' 37-15'44" 8.13' DRAWING TO SCALE DO NOT REDUCE DURING REPRODUCTION m at&t California PHASE 11 COMMENCED 20 COMPLETED 20 RECONCILED U.G. DESIGN ENGINEER: E. FUJIMORI (714) 669-2241 SCALE 1"= 20' NEWPORT BEACH EXCHANGE COSTA MESA C.O. AREA INSPECT AND ACQUIRE EXCHANGE ENGINEER: M. CARRASCO (951) 452-9483 1410-7628 SEG. - 1408-7628 SUBWAY INSPECTOR: W. SCOTT (714) 669-2269 T.G.M.: 888, H-7 ROUTINE DATE OFFICE FIELD PREPARED 5/9/17 CONTRACTOR : FORKERT ENGINEERING & SURVEYING, INC. 2237 1 BROOKHURST ST, STE 203 77 4-963-67 9 3 EACH, CA 92646 ,IN 9236 MAP # : B3-2, B4-2 CHECKED APPROVED APPROVED LE( 7 9) AO13FR6S DWG. 2 OF S II MEETS UP W/ I I /I JOB # AOOD6A9 I / 3012 I II N I DWG. 2 OF 10 / / = SS - - - - - - r, - / I R/W E E G 0 3012 - E G 6" G GEE@1 3 G cf) — 3 G U) §§ CD R/W 3 6„ 1 E §§� / I \ N G L' ps_ \ 2 3 8„ VCP SS CI § — � / E E E WE O _ / \ O � w 12" AC W w w w12" AC W w w w w w w w w w d 136+05 C/L BALBOA BLVD. 137+30 C/L BALBOA BLVD. Lo (� 134+81 C/L BALBOA BLVD. 6 10+00 C/L 30TH ST. 10+00 C/L ALLEY N ^ 10+00 C/L ALLEY (f) V OC/L - - - I,i _ W W — Z 1 (n J I Q JT W (ABA 2• —T— E R/W � BALBOA BLVD. 136+00 137+00 O) r*t N + + + M L3 3 �2 7 M 0 04 I m "a4 N N ---------------------------= 8" W (ABA D.) 8" W (ABAND.) ___--------__ ---- JT R/W v MEETS JOB # AOOD6A9 DWG. 2 OF 10 + 3 126 - - - - / I 124 �J IIQ O PL. 71' 3-4" DU. TYPE © PL. 95' 2-4" DU. TYPE HH - HH = 129' VERIFY (DPL. 225' 3-4" DU. TYPE DIAL TOLL FREE 1-800-227-2600 a AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA R/W— I----1 -- ---T -- T -- — -T - --- --- - 5 E E E E I I � I N I SSI Ico I -- U) I I I 125 i ce) 25' 25' I �-- -- -- -- -- ISS I �--- I I R/W I + 1 I I II I ® PL. 20' 2-4" DU. -- TYPE (714) 669-2241 W - HH = 212' VERIFY NEWPORT BEACH EXCHANGE COSTA MESA C.O. AREA INSPECT AND ACQUIRE PL. 25' 1-4" DU. I I I TYPE MEETS UP W JOB # AOOD6A9 W - W = 771' VERIFY ® PL. 20' 2-4" DU. TYPE I I JOB # AOOD6A9 HH - HH = 290' VERIFY 11 PL. 4' 6-4" DU. TYPE - © PL. 95' 2-4" DU. TYPE HH - HH = 129' VERIFY (DPL. 225' 3-4" DU. TYPE DIAL TOLL FREE 1-800-227-2600 a AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA R/W— I----1 -- ---T -- T -- — -T - --- --- - 5 E E E E I I � I N I SSI Ico I -- U) I I I 125 i ce) 25' 25' I �-- -- -- -- -- ISS I �--- I I R/W I + 1 I I II I ® PL. 20' 2-4" DU. -- TYPE (714) 669-2241 HH — HH = 290' VERIFY NEWPORT BEACH EXCHANGE COSTA MESA C.O. AREA INSPECT AND ACQUIRE PL. 24' 1-4" DU. I I I TYPE MEETS UP W JOB # AOOD6A9 W — W = 771' VERIFY 10 PL. 20' 2-4" DU. TYPE I I JOB # AOOD6A9 HH — HH = 286' VERIFY 11 PL. 3' 4-4" DU. TYPE - 12 PL. 2' 6-4" DU. TYPE 13 PL. 79' 2-4" DU. TYPE HH — HH = 135' VERIFY 14 PL. 220' 3-4" DU. TYPE 15 PL. 22' 2-4" DU. TYPE HH — HH = 286' VERIFY 16 PL. 21' 1-4" DU. TYPE W — W = 771' VERIFY 17 PL. 19' 4-4" DU. TYPE 18 PL. 71' 2-4" DU. TYPE HH — HH = 162' VERIFY 19 PL. 16' 3-4" DU. TYPE DATE l REVISIONS 6/28/19 1 REVISED ALIGNMENT, CALLOUTS, CURVE DATA (FES) 1/30/20 1 RENUMBERED DWGS FOR PHASE It DRAWING TO SCALE DO NOT REDUCE DURING REPRODUCTION 8S11 ----------- Lo ----------Lo MEETS UP W/ JOB # AOOD6A9 126 DWG. 2 OF 10 122 NOTE: JT INDICATES JOINT TRENCH W/ POWER/ CATV ~ SS (n --=J -- 9 -- -- - -- -- -- -- -- E:1 9 (714) 669-2241 SCALE 1 "= � NEWPORT BEACH EXCHANGE COSTA MESA C.O. AREA INSPECT AND ACQUIRE MEETS UP W/ 201 I I I � N I MEETS UP W JOB # AOOD6A9 H-7 1 PREPARED 519117 CONTRACTOR : FORKERT ENGINEERING & SURVEYING, INC. 2237 1 BROOKHURST ST, STE 203 77 4-963-67 9 3 EACH, CA 92646 ,IN 9236 DWG. 2 OF 10 I I I JOB # AOOD6A9 140 C/L I I SS R/W DWG. 6 OF 10 - II - --J � E W E w„---- W E W E 6' w E E - — - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 18 � I 12” AC W w 0 12" AC W w 138+56 C/L BALBOA BLVD. w w w w 12" AC W w 13 10+00 C/L 29TH ST. 139+90 C/L BALBOA BLVD. I� R/W 10+00 C/L ALLEY — cm CONSTRUCTION NOTES SEE DWG. 1 PHASE l 1fj LD 3 138+00 139+00 0) 14 --_— N O O JT - - - - 1000 "It -1 - - - - - - - - - - - - - ----------------------------- ------ ------5----- - 3 E E E E E E 12 r, R=12.5' A=90* L=19.63' (TYP. ) 1�1 at&t California F 1 MEETS UP W/ SS I �R/W JOB # AOOD6A9 I I DWG. 5OF 10 I I E _ 128 I SS — — ISSI -- 125' 25j -- -- -- -- -- El— I I I � I SS I � I N SS of I ED— I + I 1 0)SS SS I /W o COMMENCED 20 PHASE 11 COMPLETE) 20 RECONCILED U.G. DESIGN ENGINEER: E. FUJIMORI (714) 669-2241 SCALE 1 "= 20' NEWPORT BEACH EXCHANGE COSTA MESA C.O. AREA INSPECT AND ACQUIRE �:� :• •• • • •: 669-2269 T.G.M.: 888, H-7 ROUTINE DATE OFFICE FIELD PREPARED 519117 CONTRACTOR : FORKERT ENGINEERING & SURVEYING, INC. 2237 1 BROOKHURST ST, STE 203 77 4-963-67 9 3 EACH, CA 92646 ,IN 9236 MAP # : B4-2 CHECKED APPROVED APPROVED 140 C/L Ur /W E R/W COMMENCED 20 PHASE 11 COMPLETE) 20 RECONCILED U.G. DESIGN ENGINEER: E. FUJIMORI (714) 669-2241 SCALE 1 "= 20' NEWPORT BEACH EXCHANGE COSTA MESA C.O. AREA INSPECT AND ACQUIRE EXCHANGE ENGINEER: M. CARRASCO (951) 452-9483 SEG. 1408-7628 SUBWAY INSPECTOR: W. SCOTT (714) 669-2269 T.G.M.: 888, H-7 ROUTINE DATE OFFICE FIELD PREPARED 519117 CONTRACTOR : FORKERT ENGINEERING & SURVEYING, INC. 2237 1 BROOKHURST ST, STE 203 77 4-963-67 9 3 EACH, CA 92646 ,IN 9236 MAP # : B4-2 CHECKED APPROVED APPROVED 140 C/L Ur I� W O � � W J � I I� R/W — E R/W COMMENCED 20 PHASE 11 COMPLETE) 20 RECONCILED U.G. DESIGN ENGINEER: E. FUJIMORI (714) 669-2241 SCALE 1 "= 20' NEWPORT BEACH EXCHANGE COSTA MESA C.O. AREA INSPECT AND ACQUIRE EXCHANGE ENGINEER: M. CARRASCO (951) 452-9483 SEG. 1408-7628 SUBWAY INSPECTOR: W. SCOTT (714) 669-2269 T.G.M.: 888, H-7 ROUTINE DATE OFFICE FIELD PREPARED 519117 CONTRACTOR : FORKERT ENGINEERING & SURVEYING, INC. 2237 1 BROOKHURST ST, STE 203 77 4-963-67 9 3 EACH, CA 92646 ,IN 9236 MAP # : B4-2 CHECKED APPROVED APPROVED LE( 7 9) AO13FR6S DWG. 3 OF S 205 203 00 40' cm b I I I I I I II I I III I I I II I I I I 3 40' 2727 2727 / a v> I S S — I _ z o o -G -- ���-- -- -- I SS Q 0- O C) p I o �I V) J U d 201 I w N X Q ' > !Y CO I I N �Q R/W � 00a EXIST. MH 9 L�' i' ----- - _ _ __ II \ E E — — — — — EW — — — w E 6" W E w E w- -- - - - - --------------��� 6" W E �� __----- w 0 0 i CONSTRUCTION NOTES SEE DWG. 1 PHASE l 0 II -- — _ — — — — — — — — — — — -- ------------------------------ 3 --------------- ------------ i --J3 141+24 C/L BALBOA BLVD. Ii 1 ----------------------------------------------- — -- i ��� ---------------- ----- ---------------- ----------------- -------- 12" 1,QC-� � �8-T�1=�===-----------------k ----- - I i----------------------- 12" AC W ---------- --____------ ----- �=______--- ,�= ---�-'1'---- I ------------------ � � / 143+65 C/L BALBOA BLVD. ____________________ ____ o �' 142+50 C L BALBOA BLVD. ---- 12" AC W ---- %; A 3 / 10+00 C/L 27TH ST. 144+55 C/L BALBOA BLVD. - 12" AC W - ------- d = 10+00 C L ALLEY 1 24 BALBOA BLVD. 10+0o C/L ALLEY 145+44 Cj BALBOA-HLvD.--- �0 142+00 74' 3 TRD ---65A �� 10+00 C/L 26TH ST. d 00 141+00 - \ oLn Q C/L-- - - - - - - i11 0 Ln - 144+00 \ ~ Q Lu +1 II II N + + o - - _ 3 145 0 �� o ° WZ ------- -----------______ __= I 1 --- ) -- --_- 4= __ 6 + J 146 W�______--------------- --- 8" W (ABAND.) r �x------------------- 8" W (ABAND. --s- -- _ - /L _ wo \ I I R-12.5' _ 8" W (ABAND.) lop 11 Ln J 04 I ii Of ----- ------------ w I 1= �I i � A=90° O O v II II Q L=19.63' ----________ �rn � Q ------- 8» W (ABAND.) �---- In ---- ~ 10 Q E E N I I T JT A O i i L7 E E IL \\ \\ Q ---i r 3 5---------------�----------E E __ w 4 - - - - - - - E E E E E E E� i ��- -- E-------- ----E --------------- E -E---- -E- — — — — — E JT ., -- ---15' SD ------------------------------ - _ _ - -------------- ----- - ------ -- - - o -------E-----_ - --------------------------- -----------15" SD -- :� 3 3 - - - _ _ R/W - - - - - - - - - �- - ----I - - - - - - - - - - - - - - - - _ - ----- ----- --- w �� R/W NI I I w I I - -- r r 3 1 -_---_ __ ETS UP W/ I 1 r --- - r1 2801 I I I I B# AOOD6A9 I I Q v I R/W LO 2803 0+ I 'n I I I I WG. 5 OF 10 129 MEETS UP W/ ,n I 0 z SS SS I 2711 128 JOB # AOOD6A9 j Q Q I I R/W I I I DWG. 7 OF 10 11 9 I `n I I I I o _ � o 12 / a w 1 i a - -- SS SS -- _- �--� ,N o L 1 128 2805 i I I R/W 0 �- R/W SS -- E N N N I SS �~ I 1 $0 I " 12 7 co N - - - I U) SS G I o SS 3-1 -- 3 -- _L -- w - - - E - - --a-I SS I I 1 N R/W 127 N I SS R/W I 125' 1 25, I I } I o 1 I I 1 124 J o �- - - SS SS 123 i F SS 1 Q 125 124 0) + I + SS U) I - 15'15 125 0) -- -- -- -- -- I I SS00 ' I I I (N 122 5 SS 15 15 I 121 I SS I I II 3 1 123 5, SS I SS I it I 122 I I I PL. 66' 3-4" DU. TYPE O PL. 164' 3-4" DU. TYPE 0 PL. 20' 2-4" DU. TYPE- W - HH = 197' VERIFY ® PL. 25' 1-4" DU. TYPE- W - W = 397' VERIFY O PL. 20' 2-4" DU. TYPE - W - HH = 243' VERIFY ©PL. 190' 3-4" DU. TYPE C,,^y C .a DIAL TOLL FREE 1-800-227-2600 a AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA PL. 10' 2-4" DU. TYPE HH - HH = 243' VERIFY ® PL. 25' 1-4" DU. TYPE - W — W = 397' VERIFY O PL. 10' 2-4" DU. TYPE HH — W = 29' VERIFY 10 PL. 7' 3-4" DU. TYPE 11 PL. 122' 3-4" DU. TYPE 12 PL. NEW MH 2 4.5"X8.5'X6.5' 546 CU. FT. PL. 1-30"0 SB F&C "I', "I', O C: PL. 2-4" DU. O O PL. 1-4" DU TO HH TO MH 1 DATE REVISIONS 6/28/19 1 REVISED ALIGNMENT, CALLOUTS, CURVE DATA (FES) 1/30/20 1 RENUMBERED DWGS FOR PHASE It NORTH WALL LOOK NORTH 'I ', 'I ', - PL. 1-4" DU. n Q PL. 2-4" DU. TO MH 2152 TO HH SOUTH WALL LOOK SOUTH DRAWING TO SCALE DO NOT REDUCE DURING REPRODUCTION NOTE: JT INDICATES JOINT TRENCH W/ POWER/ CATV EXIST. MH 2152 8.5' X 4.5' X5.5' 210 CU. FT. at&t California NORTH WALL LOOK NORTH SOUTH WALL LOOK SOUTH U.G. DESIGN ENGINEER: E. FUJIMORI EXCHANGE ENGINEER: M. CARRASCO SUBWAY INSPECTOR: W. SCOTT CONTRACTOR : PHASE 11 COMMENCED 20 COMPLETED 20 RECONCILED (714) 669-2241 SCALE I"= 20' NEWPORT BEACH EXCHANGE COSTA MESA C.O. AREA INSPECT AND ACQUIRE (951) 452-9483 .'. ' • 669-2269 T.G.M.: 888' 918, H-7 H-1 ROUTINE DATE OFFICE FIELD PREPARED 519117 0 :• 4• :• Q :• • PHASE 11 FORKERT ENGINEERING & SURVEYING, INC. APPROVED 2237 1 BROOKHURST ST, STE 203 APPROVED 7 4-963-6'7 9 3 EACH, CA 92646 7LE( 7 9) AO13FR6S ,JN 9236 DWG. 4 OF S COMMENCED 20 COMPLETED 20 RECONCILED (714) 669-2241 SCALE I"= 20' NEWPORT BEACH EXCHANGE COSTA MESA C.O. AREA INSPECT AND ACQUIRE (951) 452-9483 SEG. :1406-7638 (714) 669-2269 T.G.M.: 888' 918, H-7 H-1 ROUTINE DATE OFFICE FIELD PREPARED 519117 MAP # : 4-7A CHECKED FORKERT ENGINEERING & SURVEYING, INC. APPROVED 2237 1 BROOKHURST ST, STE 203 APPROVED 7 4-963-6'7 9 3 EACH, CA 92646 7LE( 7 9) AO13FR6S ,JN 9236 DWG. 4 OF S R/W�— R/W R/W — — BUS I Ems- G ill � R/W 124 N e I Lu 1 JI 122 Q I x x CONSTRUCTION NOTES SEE DWG. 1 PHASE l i• ��� •�19-26'26" 0 :• • 6 0 PL. 25' 3-4" DU. © PL. 143' 3-4" DU. 11 PL. 23' 2-4" DU. I 3 TYPE TYPE TYPE 3 HH — HH = 249' VERIFY E PL. 20' 2-4" DU. 70 PL. 20' 2-4" DU. 12 PL. 26' 1-4" DU. TYPE TYPE TYPE — W — HH = 176' VERIFY HH — HH = 202' VERIFY W — W = 1068' VERIFY NOTE: JT INDICATES JOINT O PL. 25' 1-4" DU. ® PL. 25' 1-4" DU. 13 PL. 23' 2-4" DU. TRENCH W/ POWER/ CATV TYPE TYPE TYPE — W — W = 1068' VERIFY W — W = 1068' VERIFY HH — W = 543' VERIFY ® PL. 20' 2-4" DU. O PL. 20' 2-4" DU. 14 PL. 63' 3-4" DU. 3 3 2306 rn TYPE TYPE TYPE HH — HH = 202' VERIFY HH — HH = 249' VERIFY I NI O PL. 3' 4-4" DU. 10 PL. 188' 3-4" DU. — — TYPE TYPE W I3- I I cg I 109 I �r_s �s Li DIAL TOLL FREE 1-800-227-2600 a AT �i r_s � LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DATE REVISIONS 6/28/19 1 REVISED ALIGNMENT, CALLOUTS, CURVE DATA (FES) 1/30/20 1 RENUMBERED DWGS FOR PHASE It DRAWING TO SCALE DO NOT REDUCE DURING REPRODUCTION t&t California SEE DWG. S 0 COMMENCED 20 0 U.G. DESIGN ENGINEER: E. FUJIMORI (714) 669-2241 SCALE 1 "= 20' NEWPORT BEACH EXCHANGE COSTA MESA C.O. AREA INSPECT AND ACQUIRE EXCHANGE ENGINEER: M. CARRASCO (951) 452-9483 SEG. 1418-7634 SUBWAY INSPECTOR: W. SCOTT (714) 669-2269 T.G.M.: 918, H-1 ROUTINE DATE OFFICE FIELD o� CONTRACTOR : FORKERT ENGINEERING & SURVEYING, INC. 2227 1 BROOKHURST ST, STE 203 LINTI OTCI N EACH, CA 92646 ,IN 9236 MAP # : 4-7A Ld APPROVED W C/L (n J I V Q R/W R/W — — BUS I Ems- G ill � R/W 124 N e I Lu 1 JI 122 Q I x x CONSTRUCTION NOTES SEE DWG. 1 PHASE l i• ��� •�19-26'26" 0 :• • 6 0 PL. 25' 3-4" DU. © PL. 143' 3-4" DU. 11 PL. 23' 2-4" DU. I 3 TYPE TYPE TYPE 3 HH — HH = 249' VERIFY E PL. 20' 2-4" DU. 70 PL. 20' 2-4" DU. 12 PL. 26' 1-4" DU. TYPE TYPE TYPE — W — HH = 176' VERIFY HH — HH = 202' VERIFY W — W = 1068' VERIFY NOTE: JT INDICATES JOINT O PL. 25' 1-4" DU. ® PL. 25' 1-4" DU. 13 PL. 23' 2-4" DU. TRENCH W/ POWER/ CATV TYPE TYPE TYPE — W — W = 1068' VERIFY W — W = 1068' VERIFY HH — W = 543' VERIFY ® PL. 20' 2-4" DU. O PL. 20' 2-4" DU. 14 PL. 63' 3-4" DU. 3 3 2306 rn TYPE TYPE TYPE HH — HH = 202' VERIFY HH — HH = 249' VERIFY I NI O PL. 3' 4-4" DU. 10 PL. 188' 3-4" DU. — — TYPE TYPE W I3- I I cg I 109 I �r_s �s Li DIAL TOLL FREE 1-800-227-2600 a AT �i r_s � LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DATE REVISIONS 6/28/19 1 REVISED ALIGNMENT, CALLOUTS, CURVE DATA (FES) 1/30/20 1 RENUMBERED DWGS FOR PHASE It DRAWING TO SCALE DO NOT REDUCE DURING REPRODUCTION t&t California SEE DWG. S COMMENCED 20 PHASE 11 COMPLETED 20 RECONCILED U.G. DESIGN ENGINEER: E. FUJIMORI (714) 669-2241 SCALE 1 "= 20' NEWPORT BEACH EXCHANGE COSTA MESA C.O. AREA INSPECT AND ACQUIRE EXCHANGE ENGINEER: M. CARRASCO (951) 452-9483 SEG. 1418-7634 SUBWAY INSPECTOR: W. SCOTT (714) 669-2269 T.G.M.: 918, H-1 ROUTINE DATE OFFICE FIELD PREPARED 519117 CONTRACTOR : FORKERT ENGINEERING & SURVEYING, INC. 2227 1 BROOKHURST ST, STE 203 LINTI OTCI N EACH, CA 92646 ,IN 9236 MAP # : 4-7A CHECKED APPROVED APPROVED LE( 7 9) AOOFR6 S DWG. 5 OF S R/W— — — C/L TV T T 1 98+00 w w w w ----------------------- U) 0 z N N I I I 100+00 C/L NEWPORT BLVD. 10+00 C/L 22ND ST. �_'---------------- 0 0 D 0-( -TV T TV T TV T - G G G - E E E 99+00 NEWPORT BLVD — — I — — w w w \ \`� + 5L�J DAG, <Ai Rnn Pi vn _--_ SS STA. pvvG 7 MAT 5 E E INTERCEPT & 00 PL. 3-4" DU. O TO MH 2152 ►�� ►-] EXIST MH 237 1O'X4'X5.5' 220 CU. FT. 1954 CONSTRUCTION NOTES SEE DWG. 1 PHASE l I � ' T i i ------------ -T TV T TV T TV T TV SSS SS SS ;® SS �- -SS O PL. 451' 3-4" DU. TYPE �TRENICH I W/ POWER/ CATV W/ POWER/ CATV HNWALL ORTH SOUTH WALL LOOKSOUTH Z MAIC EE p�G. LOOK S PHASE 11 COMMENCED 20 COMPLETED 20 RECONCILED A D DATE REVISIONS U.G. DESIGN ENGINEER: E. FUJIMORI (714) 669-2241 SCALE 1"= 20' NEWPORT BEACH EXCHANGE COSTA MESA C.O. AREA 1/30/20 RENUMBERED DWGS FOR PHASE II EXCHANGE ENGINEER: M. CARRASCO (951) 452 9483 SEG. 1408-7630 INSPECT AND ACQUIRE C,,^y C .a SUBWAY INSPECTOR: W. SCOTT (714) 669-2269 T.G.M.: 918, H-1 ROUTINE DATE OFFICE FIELD DIAL TOLL FREE DRAWING TO SCALE t&tPREPARED 5/9/17 1-800-227-2600 DO N 0 T REDUCE CONTRACTOR " MAP # : 4-7 CHECKED FORKERT ENGINEERING & SURVEYING, INC. APPROVED a AT LEAST TWO DAYS DURING REPRODUCTION - 2227 1 BROOKHURST ST, STE 203 APPROVED BEFORE YOU DIG HUNTINGTON BEACH, CA 92646 California 714-963-6793 LE( 7 9) AOOFR6S UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ,JN 9236 DWG. 6 0F 8 ■. . �., : • • 4 • O� - •• •• �TRENICH I W/ POWER/ CATV W/ POWER/ CATV HNWALL ORTH SOUTH WALL LOOKSOUTH Z MAIC EE p�G. LOOK S PHASE 11 COMMENCED 20 COMPLETED 20 RECONCILED A D DATE REVISIONS U.G. DESIGN ENGINEER: E. FUJIMORI (714) 669-2241 SCALE 1"= 20' NEWPORT BEACH EXCHANGE COSTA MESA C.O. AREA 1/30/20 RENUMBERED DWGS FOR PHASE II EXCHANGE ENGINEER: M. CARRASCO (951) 452 9483 SEG. 1408-7630 INSPECT AND ACQUIRE C,,^y C .a SUBWAY INSPECTOR: W. SCOTT (714) 669-2269 T.G.M.: 918, H-1 ROUTINE DATE OFFICE FIELD DIAL TOLL FREE DRAWING TO SCALE t&tPREPARED 5/9/17 1-800-227-2600 DO N 0 T REDUCE CONTRACTOR " MAP # : 4-7 CHECKED FORKERT ENGINEERING & SURVEYING, INC. APPROVED a AT LEAST TWO DAYS DURING REPRODUCTION - 2227 1 BROOKHURST ST, STE 203 APPROVED BEFORE YOU DIG HUNTINGTON BEACH, CA 92646 California 714-963-6793 LE( 7 9) AOOFR6S UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ,JN 9236 DWG. 6 0F 8 TT IAL TOLL FREE 800-227-2600 LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA SEE O WE3. 5 MATCH LINE STA. 9+50 O PL. 72' 2-4" DU. TYPE HH - HH = 111' VERIFY 0 PL. 39' 2-4" DU. +1-2" DU. TYPE O PL. 15' 2-4" DU. +2-2" DU. TYPE ®PL. 3' 2-4" DU. +1-2" DU. TYPE O PL. 52' 2-4" DU. TYPE HH - HH = 90' VERIFY ©PL. 5' 2-4" DU. +1-2" DU. TYPE 7� PL. 15' 2-4" DU. +2-2" DU. TYPE ®PL. 37' 2-4" DU. TYPE HH - HH = 112' VERIFY O PL. 26' 2-4" DU. +1-2" DU. 9 PL. 64' 1-2" DU. 0 PL. 11' 1-2" DU. �5 PL. 1-2'x3' HH CONSTRUCTION NOTES SEE DWG. 1 PHASE I EXIST. HANDHOLE 3'X5'X3.5' 52 CU. FT. O O PL. 2-4" DU. ®® ®0 TO HH WEST WALL EAST WALL LOOK WEST LOOK EAST DATE I REVISIONS 6/28/19 1 REVISED ALIGNMENT, CALLOUTS (FES) 1/30/20 1 RENUMBERED DWGS FOR PHASE II DRAWING TO SCALE DO NOT REDUCE DURING REPRODUCTION PHASE // COMMENCED 20 COMPLETED 20 RECONCI U.G. DESIGN ENGINEER: E. FUJIMORI (714) 669-2241 EXCHANGE ENGINEER: M. CARRASCO (951) 452-9483 SUBWAY INSPECTOR: W. SCOTT (714) 669-2269 CONTRACTOR : FORKERT ENGINEERING & SURVEYING, INC. 223 1 1 BROOKHURST ST, STE 203 HUNTINSTON BEACH, CA 92646 71 4-963-6793 JN 9236 SCALE 3 "= 20' NEWPORT BEACH EXCHANGE COSTA MESA C.O. AREA SEG. 1418-7634 INSPECT AND ACQUIRE T.G.M.: 918, H-1 PREPARED 519117 MAP # : CHECKED APPROVED APPROVED LE( 7 9) ADOFR6S DWG. 7 DF S TYPE TYPE TYPE TRAFFIC RATED HH - CAP = 64' VERIFY HH - CAP = 87' VERIFY PLACE COPPER CLAD GROUND ROD 5/8"x8' DRIVEN TO A DEPTH OF NOT LESS THAN ONE FOOT BELOW GRADE NOTE: 10 PL. 49' 2-4" DU. +2-2" DU. 17 JT TYPE PL. 4' 1-2" DU. ® PL. 4' 1-2" DU. INDICATES JOINT TYPE TYPE 31 PL. 1-2'x3' HH TRENCH W/ POWER/ CATV HH - CAP = 20' VERIFY HH - CAP = 53' VERIFY TRAFFIC RATED 11 PL. 25' 2-4" DU. +4-2" DU. PLACE COPPER CLAD GROUND ROD 5/8"x8' DRIVEN TO A DEPTH OF NOT TYPE 18 PL. 19' 1-2" DU.PL. 6' 1-2" DU. LESS THAN ONE FOOT BELOW GRADE TYPE TYPE HH - CAP = 57' VERIFY HH - CAP = 6' VERIFY 12 PL. 18' 2-4" DU. +3-2" DU. ©PL. 1-2'x3' HH TYPE TRAFFIC RATED 19 PL. 11' 1-2" DU.'PLACE ©PL. 11 1-2" DU. COPPER CLAD GROUND ROD TYPE 5/8"x8' DRIVEN TO A DEPTH OF NOT TYPE LESS THAN ONE FOOT BELOW GRADE 13 PL. 23' 2-4" DU. +2-2" DU. HH - CAP = 27' VERIFY HH - CAP = 36' VERIFY TYPE HH - HH = 112' VERIFY O0 �5 PL. 11' 1-2" DU. PL. 11' 1-2" DU. TRAFFIC RATED TYPE TYPE PLACE COPPER CLAD GROUND ROD 14 PL. 17' 2-4" DU. +1-2" DU. HH - CAP = 30' VERIFY HH - CAP = 53' VERIFY 5/8"x8' DRIVEN TO A DEPTH OF NOT LESS THAN ONE FOOT BELOW GRADE TYPE 8 PL. 11' 1-2" DU. 21OPL. 11' 1-2" DU. TYPE 15 PL. 50' 2-4" DU. TYPE HH - CAP = 76' VERIFY HH - CAP = 30' VERIFY TYPE HH - HH = 133' VERIFY PL. 11' 1-2" DU.TYPE PL. 11' 1-2" DU. TYPE HH - CAP = 94' VERIFY HH - CAP = 26' VERIFY DATE I REVISIONS 6/28/19 1 REVISED ALIGNMENT, CALLOUTS (FES) 1/30/20 1 RENUMBERED DWGS FOR PHASE II DRAWING TO SCALE DO NOT REDUCE DURING REPRODUCTION PHASE // COMMENCED 20 COMPLETED 20 RECONCI U.G. DESIGN ENGINEER: E. FUJIMORI (714) 669-2241 EXCHANGE ENGINEER: M. CARRASCO (951) 452-9483 SUBWAY INSPECTOR: W. SCOTT (714) 669-2269 CONTRACTOR : FORKERT ENGINEERING & SURVEYING, INC. 223 1 1 BROOKHURST ST, STE 203 HUNTINSTON BEACH, CA 92646 71 4-963-6793 JN 9236 SCALE 3 "= 20' NEWPORT BEACH EXCHANGE COSTA MESA C.O. AREA SEG. 1418-7634 INSPECT AND ACQUIRE T.G.M.: 918, H-1 PREPARED 519117 MAP # : CHECKED APPROVED APPROVED LE( 7 9) ADOFR6S DWG. 7 DF S 8" Pvc W \ \ TV APPROX.LIP —j, 12 00 6 ' W (ABANDON) �— \ \ § N�A I cG I I ALLEY 8" CONC SS §§ I \-- \ $ ro (t (T-OAt 0 o I 0 12+ 0 COURT ST.- 1 11+00 l Wj10 ip / 1 AC ww o Ww 12" AC W I w w w w / 3— / 158k 41 MN 003 22,E I I I 10 15$ W E(�)03- I I IIi r- o A v n o II 3 O L0 N ±+± + R/W +� / I 2009 00 3' J I / I0 w II / 0 I I / rn C L HH 10 $„ G o �0 4 f3 I 0 8 SS -- w CAP 1- DU. 8 � I I I -0 0 0 0 04 w I I 2010 2016 � 6 rn I � 2014 I I I 2008 • ►S WEST WALL LOOK WEST DIAL TOLL FREE 1-800-227-2600 a AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA EXIST. MH 003 6'X3.5'X4.75' 100 CU. FT. NORTH WALL LOOK NORTH SOUTH WALL LOOK SOUTH DATE REVISIONS 1/30/20 1 RENUMBERED DWGS FOR PHASE II I � I TV APPROX. LOC 8" C@ C SS7 §§ O I — w yl: DRAWING TO SCALE DO NOT REDUCE DURING REPRODUCTION 3 3 I �N 12" W + O - 0 I \ I 33 3;- C3 x \ r w I r o0 C310 I 1 ° I 2001 0 1E I \ \ x I C3 I I Ai w )o c' �§ PVC ISS C) \ — — — — " SS 2000 I I I I I I I I I I R/W--I I 002 � I I NOTE: JT INDICATES JOINT TRENCH W/ POWER/ CATV at&t California w , 1 I w o I \ \ 1 0o I \ 1 25' I 25 I \ \ I \ 1 w \ R/W \ rn I I \ 1 EXIST. MH 3123 14'X6'X6.5' 546 CU. FT. O Q Q PL. 2-4" DU. Q;;Q TO HH ®:) ® @ STA. 11+75 ® Q::Q WEST WALL LOOK WEST 0 PL. 118' 2-4" DU. U.G. DESIGN ENGINEER: E. FUJIMORI TYPE TYPE SCALE 1 "= 20' W - HH = 118' VERIFY O PL. 247' 2-4" DU. ©PL. TYPE DU. 10 HH - W = 247' VERIFY CHECKED PL. 104' 2-4" DU. HH - CAP = TYPE VERIFY 70 HH - HH = 104' VERIFY ® PL. 9' 2-2" DU. TYPE CONSTRUCTION NOTES SEE DWG. 1 PHASE l EAST WALL LOOK EAST O PL. 41' 1-2" DU. U.G. DESIGN ENGINEER: E. FUJIMORI TRAFFIC RATED TYPE SCALE 1 "= 20' PLACE COPPER CLAD GROUND ROD HH - CAP = 41' VERIFY ©PL. 23' 1-2" DU. 10 PL. 1-2'x3' HH TYPE CHECKED TRAFFIC RATED APPROVED HH - CAP = 23' VERIFY 70 PL. 9' 1-2" DU. LESS THAN ONE TYPE HH - CAP = 18' VERIFY ® PL. 6' 1-2" DU. TYPE HH - CAP = 15' VERIFY 90 PL. 1-2'x3' HH PHASE 11 COMMENCED 20 COMPLETED 20 RECONCILED U.G. DESIGN ENGINEER: E. FUJIMORI TRAFFIC RATED 669-2241 SCALE 1 "= 20' PLACE COPPER CLAD GROUND ROD SEG. 1418-7634 5/8"x8' DRIVEN TO A DEPTH OF NOT 669-2269 LESS THAN ONE FOOT BELOW GRADE 10 PL. 1-2'x3' HH MAP # : CHECKED TRAFFIC RATED APPROVED L E (7 9) A OO FR 6 ,S DWG. 8 DF S PLACE COPPER CLAD GROUND ROD 5/8"x8' DRIVEN TO A DEPTH OF NOT LESS THAN ONE FOOT BELOW GRADE PHASE 11 COMMENCED 20 COMPLETED 20 RECONCILED U.G. DESIGN ENGINEER: E. FUJIMORI (714) 669-2241 SCALE 1 "= 20' NEWPORT BEACH EXCHANGE COSTA MESA C.O. AREA INSPECT AND ACQUIRE EXCHANGE ENGINEER: M. CARRASCO (951) 452-9483 SEG. 1418-7634 SUBWAY INSPECTOR: W. SCOTT (714) 669-2269 T.G.M.: 918, H-1 ROUTINE DATE OFFICE FIELD PREPARED 5/9/17 CONTRACTOR FORKERT ENGINEERING & SURVEYING, INC. 223 1 1 BROOKHURST ST, STE 203 7 7 4-963-6 9 3 EACH, CA 92646 JN 9236 MAP # : CHECKED APPROVED APPROVED L E (7 9) A OO FR 6 ,S DWG. 8 DF S MATCH REVISIONS: DESCRIPTION: DISTRICT 22 FORCED RELOCATION TIME WARN v - C A B L E tir LOCATION BALBOA BLVD 22ND TO 47TH BY SYSTEM/CITY.• ZONE 8 NEWPORT BEACH r r I DESIGNED BY- r r I DATE: 4/4/17 # OF UNITS: NA THOMAS GUIDE#: PROJECT#: DID # 1415577 SHEET: 4 OF 1 1 MAP NO: 6579-1684 TRACT#/DESCRIPTION.• DISTRICT 22 FORCED SCALE: NTS RELOCATION TION NOTE: JLTS ARE 4 UNLESS SE NOTED ISTRICT #22 SH.7 TIME WARNER CABLE tir REVISIONS: LOCATION BALBOA BLVD 22ND TO 47TH DATE: DESCRIPTION: BY. SYSTEM/CITY.• ZONE 8 NEWPORT BEACH 4/4/17 DISTRICT 22 FORCED RELOCATION CCI DESIGNED BY.• CCI DATE: 4/4/17 # OF UNITS: NA THOMAS GUIDE#: PROJECT#: DID # 1415577 SHEET: 6 OF 11 MAP NO: 6582-1680 TRACT#/DESCRIPTION.• DISTRICT 22 FORCED SCALE: NTS RELOCATION MATCH TO DISTR.IcT #22 SH -6 MATCH TO DISTRICT #22 SH®9 TIME WARNER CABLE REVISIONS: LOCATION: BALBOA BLVD 22ND TO 47TH DATE: T DESCRIPTION: BY. SYSTEM/CITY.- ZONE 8 NEWPORT BEACH 4/4/17 DISTRICT 22 FORCED RELOCATION CCI DESIGNED BY. CCI DATE: 4/4/17 # OF UNITS: NA THOMAS GUIDE#: PROJECT#: DID # 1415577 SHEET: 7 OF 1 1 MAP N0: TRACT#/DESCRIPTION. 6582-1 680 DISTRICT 22 FORCED SCALE: NTS RELOCATIPON CONSTRUCTION NOTE: ALL VAULTS ARE 17X30X24 UNLESS OTHERWISE NOTED MATCH TO DISTRICT #22 SH.7 MATCH TO DISTRICT #22 SH.9 THIS SHEET CONTAINS REVISIONS TO SHEETS 7, 8 & 9. 0 Z LU (7 LU J JOINT TRENCH 0 EXTENET TRENCH 2841' MCI TRENCH 2827' CROWN CASTLE 2206' BORE PITS (PAVEMENT) o' 0 POTHOLES (PAVEMENT) 0 EXTENET 2X3 PULL BOX 3 MCI 3X5 PULL BOX 3 CROWN CASTLE 2X3 VAULT 2 0 0 CONTRACTOR NOTICE: EXTENET - 1 - 411 - 2866' MCI - 1 - 2" , 1 - 4" - 2827' CC - 1 - 1 1/4" - 1489' CC - 1- 4" - 717' THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY FIELD INSPECTION AND A SEARCH OF THE AVAILABLE CITY OR COUNTY RECORDS. SINCE THE ACTUAL LOCATION AND NATURE OF THE UNDERGROUND FACILITIES MAY BE SOMEWHAT DIFFERENT FROM THAT SHOWN, THE CONTRACTOR IS REQUIRED TO VERIFY THE INFORMATION THROUGH UNDERGROUND SERVICE ALERT (USA) OR BY CONTACTING THE UTILITY COMPANIES DIRECTLY, PRIOR TO EXCAVATION. Any proposal to install underground utility facilities within the City must use the following procedures and requirements: 1. All new conduits must be constructed in the parkway per "Parkway Utility trench Detail" (attached)unless otherwise approved by the Public Works Department. Final trench restoration shall be performed within one week of removal/installation of facilities. Provide "As -Built" plans within thirty days(30)after completion of the project. 2. Conduits must be a minimum 5 feet from City utilities unless otherwise approved by the Public Works Department. 3. Any sidewalk removal must be replaced in full panels. In addition,any existing city improvements/facilities damaged during construction shall be replaced/repaired at the permitee's expense. Sidewalk shall be restored within one week of removal/installation of facilities. 4. One sack of slurry backfill shall be used to backfill all trenches,around all vaults, all manholes, and all pothholes or bore pits. 5. Roadway conduit construction shall conform to the City's STD-101-L(attached), "Trench Resurfacing","Roadway Utility Trench Detail"(Parkway Utility Trench Detail", "Roadway Utility Pole and Bore Detail", and with the following modified and supplemented requirments: A. New conduits in the roadway shall be installed adjacent to the existing edge of gutter or curb as close as possible. B. New conduits through the intersection roadway shall be jacked/bored and require a minimum of 1 sack slurry backfill for the access holes. C. All roadway construction shall require "Temporary Street/Alley/Sidewalk closure Permit" and Traffic Control plans approved by the Traffic Engineer. 6. A construction schedule must be submitted and approved five (5) working days prior to start of work. 7. All underground facilities constructed shall be part of the "Underground Service Alert". 8. All facilities shall meet the Uniform Building Code (UBC) and have Underwriters, Laboratories Inc (UL)Certification Standards or equal those standards as verified by the Building Department. 9. Additional surfacing requirements may be specified by the Public Works Department when trenching work occurs within pavements less than five years old. CITY OF NEWPORT BEACH APPROVED: PUBLIC WORKS DEPARTMENT UNDERGROUND CONSTRUCTION REQUIREMENTS PF?OPOSEED WORK SYMBOL/LINETYPE ABBRV. DESCRIPTION Ll/00 ® PH ❑ EU cc PL COUNT -49E#] R&R CONC. FLAG CONCRETE REPLACEMENT ASPHALT RESURFACE PROPOSED TRENCH PROPOSED BORE HDD SETBACK BORE PIT DIRT/ ASPHALT POTHOLE ASPHALT EXPOSE UTILITY PROPOSED UNDERGROUND ENCLOSURE (SEE DET. PLACE (INSTALL NEW) R&R - REMOVE & REPLACE RCE NO. 36106 '---'"PUBLIC WORKS DIRECTOR Drawn: M. WAGNER Scale:N.T.S. Date: January 1, 2003 e usERTOPoeoss\2a 3cnod\To DRAWING NO. STD -105 -L-A EXISTING STRUCTURES SYMBOL/LINETYPE ABBRV. DESCRIPTION SHALL BE 8" THICK MINIMUM CLASS 560-C-3250 AND 115 DOWEL, 1R O.C. POLE UTILITY POLE STANDARD SPECIFICATIONS SECTION 306-1.5, EXCEPT THAT MH MANHOLE HH HH HAND HOLE ® PED PEDESTAL .(D. F/H FIRE HYDRANT ►� VLV VALVE JOINTACT . TS TRAFFIC SIGNAL _ - OR AS DETERMINED BY THE SL STREET LIGHT ® NOTE: STREETS/ALLEYS RECENTLY (LAST 5 YEARS) SLURRIED/RESURFACED/BUILT SHALL VENT REVISED 6/2002 MTR METER PUBLIC WORKS DEPARTMENT RCE NO.361%WORKS DMECTOR TREE TYPES OF PAVEMENT REPLACEMENT 1. TRENCH RESURFACING IN PORTLAND CEMENT CONCRETE PAVEMENT SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1.5, EXCEPT THAT CONCRETE SHALL BE 8" THICK MINIMUM CLASS 560-C-3250 AND 115 DOWEL, 1R O.C. WITH EPDXY COATING. 2. TRENCH RESURFACING IN ASPHALT CONCRETE PAVEMENT SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1.5, 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 ONE FOOT OF THE CONTACT JOINT. * C. COLD PLANE EXISTING A.C. PAVEMENT (2" MINIMUM DEPTH). EXACT WIDTH TO BE DETERMINED BY THE FIELD ENGINEER. ** NO PIECES LESS THAN 5' WIDE BETWEEN PATCH AND NEAREST JOINT EXIST. OR CURB AND GUTTER. A.C. PVT** EXIST A.C. PVT** * 5 MIN. * 18" CONTACT 18" 24" MIN.MIN. JOINT DOWEL MIN, TYP. VARIES EXIST VARIES A.C. PVT** 6" 6 TYP. TIP. . INV EXISTICON P.C.C. PVT*=k JOINTACT . w PIPE BEDDING AND BACKFILL PER SID. -106-L. _ - OR AS DETERMINED BY THE -.. FIELD ENGINEER.. Q O W ? JOIN FLUSH ASPHALT TRENCH RESTORATION CONCRETE TRENCH RESTORATION NOTE: STREETS/ALLEYS RECENTLY (LAST 5 YEARS) SLURRIED/RESURFACED/BUILT SHALL REQUIRE EXTENSIVE PAVEMENT RESTORATION TO BE DETERMINED BY THE FIELD ENGINEER. REVISED 6/2002 CITY OF NEWPORT BEACH APPROVED: PUBLIC WORKS DEPARTMENT RCE NO.361%WORKS DMECTOR BACKFILL PER STD. -106-L. 1-1/2' MIN. TRENCH RESURFACING Data2 Mar 1999 Scale:N.T.S. Drawn by M. GRACIA r; �u sio�oe a)1:"°oos�0t°e sro\ DRAWINGNO. STD -105 -L -B (EI. SEWER/WATER) NOTES: 1. ANY SIDEWALK REMOVALS MUST BE REPLACED IN FULL PANELS. IN ADDITION, ANY EXISTING CITY IMPROVEMENTS/FACILITIES DAMAGED DURING THE CONSTRUCTION SHALL BE REPLACED/REPAIRED AT THE APPLICANT'S EXPENSE. 2. SIDEWALK SHALL BE RESTORED WITHIN ONE WEEK OF INSTALLATION OF FACILITIES. z REPLACE SIDEWALK PER STD -180-L w Date: 2 Mar 19991:\,Sca1c N.T.S. C)_ �VARIABLE `EX. CURB & GUTTER- TRENCH DETAIL l Z DRAWING NO. STD -105 -L -C PIPE BEDDING AND - - BACKFILL PER STD. -106-L OR AS DETERMINED BY THE FIELD ENGINEER ( 11 EXISTING TRENCH LINES ARE WITHIN 5' OF PROPOSED CONSTRUCTION JOINS. L_ J TRAFFIC STRIPING DAMAGED DURING CONSTRUCTION. VARIABLE REVISED 6/2002 CITY OF NEWPORT BEACH APPROVED: PUBLIC WORKS DEPARTMENT elly- RCE NQ 36106 C WORKS DIItECl'OR ASPHALT PAVEMENT TO Date: 2 Mar 19991 Scala N.T.S. PARKWAY UTILITY TRENCH DETAIL Drawn by M. GRACIA I h05sm oeins ,21ooisdsM\ DRAWINGNO. STD -105 -L -D PROPOSE PIPE/CONDUIT 10" 11" 1 SYMBOL/LINETYPE -SLC- E T G SD SS W TV TC DESCRIPTION STREET LIGHT CONDUIT ELECTRIC TELEPHONE GAS STORM DRAIN SANITARY SEWER WATER CATV TRAFFIC CONDUIT PARKING METER STREET SIGN 13" 14" 15" MISC- SYMBOL/LINETYPE R/W EOP FOC CURB FACE C&G GUTTER LIP T NOTE.' NEW CONDUITS AND UNDERGROUND FACILITIES IN THE ROADWAY SHALL BE INSTALLED ADJACENT OR CLOSEST AS POSSIBLE TO THE EXISTING EDGE OF GUTTER OR CURB, IF THE PROPOSED CONDUIT TRENCH IS IN A TRAFFIC LANE ADJACENT TO THE EXISTING EDGE OF GUTTER OF CURB, COLD PLANING AND PAVEMENT RESURFACING WILL BE REQUIRED FROM THE NEAREST LANE LINE OF THE PROPOSED TRENCH TO THE EXISTING EDGE OF GUTTER OR CURB. IF THE TRENCH WORK IS IN A TRAFFIC LANE BETWEEN TRAFFIC LANES, THE CONTRACTOR WILL BE REQUIRED TO COLD PLANE AND RESURFACE THE ENTIRE TRAFFIC LANE. THE TRENCH OPENING SHALL BE A MINIMUM OF 2' FROM THE ENTIRE TRAFFIC LANE. IN ADDITION IF THE TRENCH WORK EXTENDS INTO ANY PORTION OF AN ADJACENT TRAFFIC LANE OR IS DAMAGED AS A RESULT OF THE CONTRACTORS WORK OR IS LESS THAN 5' FROM AN EXISTING UTILITY TRENCH, THE CONTRACTOR MLL BE REQUIRED TO COLD PLANE AND RESURFACE THE ENTIRE TRAFFIC LANE. COLD PLANE EXISTING PAVEMENT (2'" MIN. DEPTH) AND RESURFACE JOIN FLUSH WITH EX STREET PAVEMENT FOR ENTIRE LANE AND RESTRIPE TRAFFIC LANES/MARKINGS OF ENTIRE LANE IN WHICH TRENCHING OCCURS AND ANY (0 OTHER LANE DAMAGED AND TRAFFIC LOOP(S) DURING CONSTRUCTION 1 FULL LANE WIDTH (PARKING LANE OR DRIVE) 24" MIN WIDTH TRENCH THRU A.C. SECTION wo 2, MIN. w W ? JOIN FLUSH EX. CURB & GUTTER PAVEMENT OR CURB w ¢ REVISED 6/2002 CITY OF NEWPORT BEACH APPROVED. 1-1/2' MIN. REPLACE WITH 1„ THICKER A.C. THAN - b EX. A.C. SECTION PIPE BEDDING AND (COMPACTION 959, MIN.) BACKFILL PER STD. -106-L. 1-1/2' MIN. OR AS DETERMINED BY THE FIELD ENGINEER EX CITY OF NEWPORT BEACH UTILITIES (EI. SEWER/WATER) 5' MIN. NOTE: STREETS/ALLEYS RECENTLY (LAST 5 YEARS) SLURRIED/RESURFACED/BUILT SHALL REQUIRE EXTENSIVE PAVEMENT RESTORATION TO BE DETERMINED BY THE FIELD ENGINEER REVISED 6/2002 CITY OF NEWPORT BEACH `COVED` PUBLIC WORKS DEPARTMENT RCE N0.3610f WORKS DIRECTOR ROADWAY UTILITY Date: 2 Mar 19991:\,Sca1c N.T.S. TRENCH DETAIL Drawn b), Al. GRACIA r oam�� oo3 `s"a S Dh DRAWING NO. STD -105 -L -C NOTES. 1) ADDITIONAL COLD PLANING MAY BE REQUIRED AS DETERMINED BY THE ENGINEER. 2) COLD PLANING AND PAVING SHALL BE REQUIRED WHEN CONSTRUCTION JOINTS OR EXISTING TRENCH LINES ARE WITHIN 5' OF PROPOSED CONSTRUCTION JOINS. 3) RESTRIPE TRAFFIC LANES/MARKINGS WITHIN REMOVAL AREA AND ANY OTHER TRAFFIC STRIPING DAMAGED DURING CONSTRUCTION. 4) CONCRETE PAVEMENT RESTORATION SHALL BE DOWELED PER STD -105 -L -B. EX. PAVEMENT I-1 2' -i 2' EX. PAVEMENT MIN. MIN. XM DOWEL FOR '- PCC PAVEMENT REPLACE WITH 1° THICKER ASPHALT PAVEMENT TO MATCH EXISTING.- z g 0 PIPE BEDDING AND BACKFILL PER STD. -106-L. - SAME AS LEFT ... N PROPOSE PIPE/CONDUIT ..O VARIABLE r � NOTES: STREETS/ALLEYS RECENTLY (LAST 5 YEARS) SLURRIED/RESURFACED/BUILT SHALL REQUIRE EXTENSIVE PAVEMENT RESTORATION TO BE DETERMINED BY THE FIELD ENGINEER. REVISED 6/2002 CITY OF NEWPORT BEACH APPROVED: PUBLIC WORKS DEPARTMENT OR RCE NO.36102 CWScak ROADWAY N.T.S. Date: 2 Mar 1999 Scale: N.T.S. UTILITY Drawn by M. GRACIA ` us S! o:o)arzcazh Mds \ POTHHOLE AND BORE DETAIL DRAWING NO. STD -105 -L -E 16" 17" 18" ABBRV. DESCRIPTION C/L CENTER LINE R/W RIGHT OF WAY EOP EDGE OF PAVEMENT FOC FRONT OF CURB C&G CURB & GUTTER R/R RAILROAD 1 R/W R/W UTILITY MAIN LINE w� MIN. RO AREA TO BE RESURFACED o TRENCH FOR UTILITY (U) SERVICE -- w UTILITY LATERAL R/W R/W BCF BEHIND CURB FACE FCF UTILITY MAIN LINE TRENCH FOR i CONCRETE EX EXISTING UTILITY <U) SERVICE UNDERGROUND S/W SIDEWALK D/W DRIVEWAY AREA TO BE RESURFACED UTILITY LATERALU i 2D2D i � NOTE: PAVEMENT FABRIC DR GLASGRID REPLACEMENT WHERE ENCOUNTERED REVISED 6/2002 CITY OF NEWPORT BEACH APPROVED. PUBLIC WORKS DEPARTMENT MORATORIUMROADWAY RCEN036106 POBLlC woRECSDRIECPOR Date: 2 Mar 1999 Sraie:MT.S• Drawn by. M. GRACIA TRENCH RESURFACING DRAVIMGNO. STD -105 -L -F ABBRV. DESCRIPTION BCF BEHIND CURB FACE FCF FROM CURB FACE CONC CONCRETE EX EXISTING U/G UNDERGROUND S/W SIDEWALK D/W DRIVEWAY CONDUITCONDUIT COUNT- DATA OUNT CONDUIT SIZE DATA BLOCK DISTANCE X SM exTeneTEVYOERYWNEHERORK.E.TW SYSTEMS MCI", CCCASTLE CROWN DESIGNED $Y------ 290 ----- 290 CORP❑RATE TERRACE CIRCLE) STE. 200, CORONA, CA 92879) WWW.KBENG.NET TEL. 951 -BOB -950 1 ENG/NEER/NG FAX. 951 -808-95 1 8 88 tiLl;D, '2 BEACH CR -.. �" SS a 3 B@LIVAR 5T V31 CY FS VIA �f c'aukV. iIST 1 BOLIVAR ST CABRILLO .ST DRAKE ST 4 EL PASEO ST 5 FREMONT ST s rL 4 C- N4NAL 5T x ; n r`~- AV Oft - 600 y1200 O2008 Rand McNally & Company, At. 11� T JOB SITE TG 888, 918 G7, H 1, H7 VICINITY MAP GENERAL NOTES INDEMNIFICATION CLAUSE: THE CONTRACTOR AGREES AND SHALL; 1. ASSUME SOLE AND COMPLETE RESPONSIBILITY OF THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTIES THAT THESE REQUIREMENTS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND CONDITION. THE CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD PERMITEE, REPRESENTATIVES, AND ENGINEERS HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF THE WORK ON THIS PROJECT. 2. PRIOR TO THE BEGINNING OF ANY CONSTRUCTION AND THROUGHOUT THE COURSE OF CONSTRUCTION WORK, THE CONTRACTOR SHALL FULLY COMPLY WITH THE "CALIFORNIA OCCUPATIONAL SAFETY AND HEALTH" ACT OF 1973 INCLUDING ALL REVISIONS AND AMENDMENTS THERETO. 3. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF GO 95,128, AND THE STANDARD "SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", AS ADOPTED BY THE CITY, COUNTY OR STATE AS MODIFIED BY STANDARD PLANS AND ADDENDUMS. 4. THE EXISTENCE AND LOCATION OF UTILITIES AND OTHER AGENCY FACILITIES AS SHOWN HEREON ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. OTHER FACILITIES MAY EXIST, THE CONTRACTOR SHALL VERIFY PRIOR TO THE START OF CONSTRUCTION AND SHALL USE EXTREME CARE AND PROTECTIVE MEASURES TO PREVENT DAMAGE TO THESE FACILITIES. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITY OR AGENCY FACILITIES WITHIN THE LIMITS OR WORK, WHETHER THEY ARE SHOWN ON THIS PLAN OR NOT. 5. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT # 811, AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY EXCAVATION. 6. THE CONTRACTOR SHALL NOTIFY THE INSPECTION DEPARTMENT, (949) 644-3311, AT LEAST (5) FIVE DAYS BEFORE START OF ANY WORK REQUIRING THEIR INVOLVEMENT. 7. ALL WORK AREA AND STREET TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS OF THE MUTCD AND SPECIFICATIONS FROM THE CITY, COUNTY AND STATE. 8. THE CITY, COUNTY OR STATE SHALL SPECIFY THE EXPIRATION PERIOD OF THE PERMIT FOR THIS CONSTRUCTION PROJECT. 9. THE MINIMUM COVER FOR ALL CONDUITS PLACED UNDERGROUND SHALL BE IN ACCORDANCE WITH CITY, COUNTY OR STATE REQUIREMENTS. 10. THE CONTRACTOR SHALL PUNCH THROUGH & BORE ALL CURB AND GUTTERS AND BORE ALL CONCRETE DRIVEWAYS AND WALKWAYS AT THE DIRECTION OF THE CITY, COUNTY OR STATE INSPECTION. 11. ALL ASPHALT CONCRETE AND/OR CONCRETE PAVEMENT SHALL BE REPLACED AT THE DIRECTION OF THE CITY, COUNTY OR STATE ENGINEERS. 12. ALL SHRUBS, PLANTS OR TREES THAT HAVE BEEN DAMAGED OR DISTURBED DURING THE COURSE OF THE WORK, SHALL BE REPLANTED AND OR REPLACED SO AS TO RESTORE THE WORK SITE TO ITS ORIGINAL CONDITION. EXISTING STREET TREES SHALL BE PROTECTED IN PLACE. 13. IF DAMAGE OCCURS TO THE CITY OR COUNTY FACILITIES, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY: NEWPORT BEACH # (949) 644-3311 CITY OWNED STREET LIGHTING. 14. AT LEAST TWO DAYS PRIOR TO THE COMMENCEMENT OF ANY WORK, THE CONTRACTOR SHALL NOTIFY THE POLICE DEPARTMENT AND THE FIRE DEPARTMENT. 15. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE PROCESSING OF ALL APPLICATION PERMIT FORMS ALONG WITH THE REQUIRED LIABILITY INSURANCE FORMS, CLEARLY DEMONSTRATING THAT NEWPORT BEACH IS ALSO INSURED WITH THE REQUIRED LIABILITY INSURANCE FOR THIS CONSTRUCTION PROJECT. 16. VAULTS, PEDESTALS, CONDUITS AND ALL OTHER TYPES OF SUBSTRUCTURE ARE EITHER SPECIFIED ON THIS PLAN OR WILL BE SPECIFIED BY THE CONSTRUCTION ENGINEER. ANY AND ALL DEVIATIONS FROM THE SPECIFIED TYPES OF MATERIAL MUST BE APPROVED BY THE SYSTEM ENGINEER OR CONSTRUCTION ENGINEER, IN WRITING BEFORE INSTALLATION THEREOF. 17. AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK ACTIVITIES WITHIN THE PUBLIC RIGHT-OF-WAY. EXCAVATION PLAN PLAN REVISIONS : APPLICANT: REV #11 DATE I DESCRIPTION INT IDIGALEFRT CALL TOLL FREE 48 HOURS BEFORE YOU DIG UNDERGROUND SERVICE ALERT If '5 THF SAW! PHONE NO. 8-1-1 AGENCY/CITY: CITY OF NEWPORT BEACH SYSTEM MAP #: - T TRACKING NUMBER: 935-NICK02-BO6-NWB ION: BALBOA BLVD & 35TH ST 1. M. 10-16-19 I - OF SCALE: 1" = 40' PB1 - PJ 1 Uts - its"I NLVVF'UK 113LALH 51 Ub - F'ti1 B2 NOTES. CC MCI 132 1. SCH. 80,3" PVC OR HDPE 2. PULLBOX LABELED "TRAFIC SIGNAL FIBER OPTIC" 3. INSTALL PULL ROPE AND #10 GREEN TRACER WIRE IN CONDUIT. WIRE SHALLL BE CONTINOUS OR SPLICED WITH SLIT BOLT CONNECTOR IN PULLBOX DESIGNED BY- _ - - - - ENG/NEER/NG 290 CORPORATE TERRACE CIRCLE ,STE. 200, CORONA, CA 92B79 WWW.KBENG.NET TEL. 951-E308-9501 FAX. 95 1 -808-95 1 8 PLAN REVISIONS: REV DATE DESCRIPTION INT IDIGALEFRT CALL TOLL FREE 48 HOURS BEFORE YOU DIG UNDERGROUND SERVICE ALERT IT'5TH� LAW! PHONE NO. 8-1-1 20' 40' 50' 7E WATER >EMENT Lo N M Q N MLU W W U) Z_ W J W _ U Q 10 $M exTeneTEVYOERYWNEHERORK.E.TW SYSTEMS MCI, CROWN CASTLE EXCAVATION PLAN APPLICANT: AGENCY/CITY: CITY OF NEWPORT BEACH iYSTEM MAP #: - T TRACKING NUMBER: 935-NICK02-B06-NWB ON: BALBOA BLVD & 35TH ST •C LF 1 .12" 3" 4" 5" 6" 7" 8" 9" 10" 11 " 12" 13" 14" 15" 16" 17" 18" 19" 20" PFROPOSEU WORK EXISTING STRUCTURES MISC_ Q SYMBOL/LINETYPE ABBRV. DESCRIPTION SYMBOL/LINETYPE ABBRV. DESCRIPTION SYMBOL/LINETYPE DESCRIPTION SYMBOL/LINETYPE ABBRV. DESCRIPTION ABBRV. DESCRIPTION I. .'.. `_1 I �'71 CONCRETE REPLACEMENT POLE UTILITY POLE SLC STREET LIGHT CONDUIT C/L CENTER LINE BCF BEHIND CURB FACE Z ASPHALT RESURFACE MH MANHOLE E ELECTRIC R/VV R/W RIGHT OF WAY FCF FROM CURB FACE — — — — — — PROPOSED TRENCH HH HH HAND HOLE I T TELEPHONE EOP EOP EDGE OF PAVEMENT I CONC CONCRETE WPROPOSED BORE ® PED PEDESTAL I G GAS I HDD SETBACK FOC FOC FRONT OF CURB EX EXISTING r I� E� / 00 / 0 / ® BP BORE PIT DIRT / ASPHALT +�+ F/H FIRE HYDRANT SD STORM DRAIN —CU RBCE U/G UNDERGROUND ►� VLV VALVE SS SANITARY SEWER C&G GUTTER LIPS C&G CURB & GUTTER S/W SIDEWALK v ® PH POTHOLE ASPHALT TRAFFIC SIGNAL W WATER D/W DRIVEWAY WSLTS EXPOSE UTILITY STREET LIGHT TV CATV R/R RAILROAD J ED PROPOSED UNDERGROUND ENCLOSURE (SEE DETAIL) ® VENT TC TRAFFIC CONDUIT CONDUIT CONDUITCOUNT X x CONDUIT SIZE PL PLACE (INSTALL NEW) MTR METER � PARKING METER COUNT ---# # x # R&R CONC. FLAG R&R - REMOVE & REPLACE T TREE d STREET SIGN DATA BLOCK DISTANCE X DESIGNED BY- _ - - - - ENG/NEER/NG 290 CORPORATE TERRACE CIRCLE ,STE. 200, CORONA, CA 92B79 WWW.KBENG.NET TEL. 951-E308-9501 FAX. 95 1 -808-95 1 8 PLAN REVISIONS: REV DATE DESCRIPTION INT IDIGALEFRT CALL TOLL FREE 48 HOURS BEFORE YOU DIG UNDERGROUND SERVICE ALERT IT'5TH� LAW! PHONE NO. 8-1-1 20' 40' 50' 7E WATER >EMENT Lo N M Q N MLU W W U) Z_ W J W _ U Q 10 $M exTeneTEVYOERYWNEHERORK.E.TW SYSTEMS MCI, CROWN CASTLE EXCAVATION PLAN APPLICANT: AGENCY/CITY: CITY OF NEWPORT BEACH iYSTEM MAP #: - T TRACKING NUMBER: 935-NICK02-B06-NWB ON: BALBOA BLVD & 35TH ST •C LF 0 + N co Ir- � Q W U) W 2 Cf) W W Z W J (� _ U Q D E SIGNED BY------ ENG/NEER/NG 290 CORPORATE TERRACE CIRCLE ,STE. 200, CORONA, CA 92879 WWW.KBENG.NET TEL.. 951-E308-9501 FAX. 95 1 -808-95 1 8 N N Q cy') U) W W 2 W Z_ W J W _ U) U Q ►— PLAN REVISIONS: REV DATE DESCRIPTION INT IDIGALEFRT CALL TOLL FREE 48 HOURS BEFORE YOU DIG UNDERGROUND SERVICE ALERT IT'5TH� LAW! PHONE NO. 8-1-1 SCALE: 1" = 40' 20' 40' 50' SM exTeneTEVERYWOURHERNETWORK.E. SYSTEMS MCI" CROWN CASTLE EXCAVATION PLAN APPLICANT: AGENCY/CITY: CITY OF NEWPORT BEACH iYSTEM MAP #: - T TRACKING NUMBER: 935-NICK02-B06-NWB ON: BALBOA BLVD & 35TH ST •C LF 1 .12" 3" 4" 5" 6" 7" 8" 9" 10" 11 " 12" 13" 14" 15" 16" 17" 18" 19" 20" PFROPOSEU WORK EXISTING STRUCTURES MISC_ QSYMBOL/LINETYPE ABBRV. DESCRIPTION SYMBOL/LINETYPE ABBRV. DESCRIPTION SYMBOL/LINETYPE DESCRIPTION SYMBOL/LINETYPE ABBRV. DESCRIPTION ABBRV. DESCRIPTION I. .'.. `_1 I �'71 CONCRETE REPLACEMENT POLE UTILITY POLE SLC STREET LIGHT CONDUIT C/L CENTER LINE BCF BEHIND CURB FACE Z ASPHALT RESURFACE MH MANHOLE E ELECTRIC R/VV R/W RIGHT OF WAY FCF FROM CURB FACE - - - - - - PROPOSED TRENCH HH HH HAND HOLE I T TELEPHONE EOP EOP EDGE OF PAVEMENT I CONC CONCRETE WPROPOSED BORE ® PED PEDESTAL I G GAS I HDD SETBACK FOC FOC FRONT OF CURB EX EXISTING r I� E� / 00 / 0 / ® BP BORE PIT DIRT / ASPHALT +�+ F/H FIRE HYDRANT SD STORM DRAIN —CU RBCE U/G UNDERGROUND ►� VLV VALVE SS SANITARY SEWER C&G GUTTER LIPS C&G CURB & GUTTER S/W SIDEWALK v ® PH POTHOLE ASPHALT TRAFFIC SIGNAL W WATER D/W DRIVEWAY WSLTS EXPOSE UTILITY STREET LIGHT TV CATV R/R RAILROAD J ED PROPOSED UNDERGROUND ENCLOSURE (SEE DETAIL) ® VENT TC TRAFFIC CONDUIT CONDUIT CONDUITCOUNT X x CONDUIT SIZE PL PLACE (INSTALL NEW) MTR METER � PARKING METER COUNT ---# # x # R&R CONC. FLAG R&R - REMOVE & REPLACE T TREE d STREET SIGN DATA BLOCK DISTANCE X D E SIGNED BY------ ENG/NEER/NG 290 CORPORATE TERRACE CIRCLE ,STE. 200, CORONA, CA 92879 WWW.KBENG.NET TEL.. 951-E308-9501 FAX. 95 1 -808-95 1 8 N N Q cy') U) W W 2 W Z_ W J W _ U) U Q ►— PLAN REVISIONS: REV DATE DESCRIPTION INT IDIGALEFRT CALL TOLL FREE 48 HOURS BEFORE YOU DIG UNDERGROUND SERVICE ALERT IT'5TH� LAW! PHONE NO. 8-1-1 SCALE: 1" = 40' 20' 40' 50' SM exTeneTEVERYWOURHERNETWORK.E. SYSTEMS MCI" CROWN CASTLE EXCAVATION PLAN APPLICANT: AGENCY/CITY: CITY OF NEWPORT BEACH iYSTEM MAP #: - T TRACKING NUMBER: 935-NICK02-B06-NWB ON: BALBOA BLVD & 35TH ST •C LF N N N Q W U)W 2 U W W z W J (o _ U Q 75 SCALE: 1" = 40' 20' 40' 50' DESIGNED BY ------ 290 _---- 290 CORP❑RATE TERRACE CIRCLE) STE. 200, CORONA, CA 928793 f(E WWW.KBENG.NET TEL.. 951-808- 950 51-808-950 1 ENG/NEER/NG FAX. 95 1 -808-95 1 8 SPEED LIMIT 30 EXCAVATION PLAN PLAN REVISIONS APPLICANT: REV DATE DESCRIPTION INT � I GALE RT AGENCY/CITY: ❑ CITY OF CALL TOLL FREE NEWPORT BEACH 48 HOURS BEFORE YOU DIG UNDERGROUND SERVICE ALERT FELDS MAP #: - T'5 TH- LAW! PHONE NO. 8-1-1 FIELDER: DATE: DRAFTER: 1. M. T TRACKING NUMBER: 935-NICK02-B06-NWB ON: BALBOA BLVD & 35TH ST 1 • • C OF 1 .12" 3" 4" 5" 6" 7" 8" 9" 10" 11 " 12" 13" 14" 15" 16" 17" 18" 19" 20" PFROPOSEU WORK EXISTING STRUCTURES MISC_ Q SYMBOL/LINETYPE ABBRV. DESCRIPTION SYMBOL/LINETYPE ABBRV. DESCRIPTION SYMBOL/LINETYPE DESCRIPTION SYMBOL/LINETYPE ABBRV. DESCRIPTION ABBRV. DESCRIPTION I. .'.. '.., I �'71 CONCRETE REPLACEMENT POLE UTILITY POLE SLC STREET LIGHT CONDUIT C/L CENTER LINE BCF BEHIND CURB FACE Z ASPHALT RESURFACE MH MANHOLE E ELECTRIC R/VV R/W RIGHT OF WAY FCF FROM CURB FACE — — — — — — PROPOSED TRENCH HH HH HAND HOLE I T TELEPHONE EOP EOP EDGE OF PAVEMENT I CONC CONCRETE WPROPOSED BORE ® PED PEDESTAL I G GAS I HDD SETBACK FOC FOC FRONT OF CURB EX EXISTING r I� E� / 00 / 0 / ® BP BORE PIT DIRT / ASPHALT +(D. F/H FIRE HYDRANT SD STORM DRAIN —CU RBCE U/G UNDERGROUND ►� VLV VALVE SS SANITARY SEWER C&G GUTTER LIPS C&G CURB & GUTTER S/W SIDEWALK v ® PH POTHOLE ASPHALT TRAFFIC SIGNAL W WATER D/W DRIVEWAY WSLTS EXPOSE UTILITY STREET LIGHT TV CATV R/R RAILROAD J ED PROPOSED UNDERGROUND ENCLOSURE (SEE DETAIL) ® VENT TC TRAFFIC CONDUIT CONDUIT CONDUITCOUNT X x CONDUIT SIZE PL PLACE (INSTALL NEW) MTR METER POJ PARKING METER COUNT ---# # x # R&R CONC. FLAG R&R - REMOVE & REPLACEOTO TREE d STREET SIGN DATA BLOCK DISTANCE X DESIGNED BY ------ 290 _---- 290 CORP❑RATE TERRACE CIRCLE) STE. 200, CORONA, CA 928793 f(E WWW.KBENG.NET TEL.. 951-808- 950 51-808-950 1 ENG/NEER/NG FAX. 95 1 -808-95 1 8 SPEED LIMIT 30 EXCAVATION PLAN PLAN REVISIONS APPLICANT: REV DATE DESCRIPTION INT � I GALE RT AGENCY/CITY: ❑ CITY OF CALL TOLL FREE NEWPORT BEACH 48 HOURS BEFORE YOU DIG UNDERGROUND SERVICE ALERT FELDS MAP #: - T'5 TH- LAW! PHONE NO. 8-1-1 FIELDER: DATE: DRAFTER: 1. M. T TRACKING NUMBER: 935-NICK02-B06-NWB ON: BALBOA BLVD & 35TH ST 1 • • C OF E FRONT 41 A PACIFIC OCEAN PRO��Cl BALBOq Bt V� VICINITY M A P NTS PACIFIC J � F � OCEAN � 1F FJ F_ F_ JF F_ F NOTE: UNIT DESCRIPTION SIZE ITEM NO. REF DWG. REV. DATE ALL ELECTRICAL DUCTS AND STRUCTURES WILL EACH VAULT 7'x 18'x 8' V718 UGS-VA 400 05/05 CONFORM TO GENERAL ORDER #128 (RULES FOR EACH VAULT COVER (TRAFFIC) 4'x 5' ED 612-84VLT UGS-FC 660 05/05 CONSTRUCTION OF UNDERGROUND ELECTRICAL EACH POLYETHYLENE VENT -STAND PIPE 8" 7' x 14' x 8' UGS-AC 752 10/05 SUPPLY AND COMMUNICATION PRESCRIBED BY THE PUBLIC UTILITIES COMMISSION OF THE STATE EACH *INVENTORY MAP NO: ASSOCIATED TD'S: VX -1 OF CALIFORNIA, JANUARY 2006). 10/04 28-11A-4 28-11D-1 TD# DESIGN# TYPE P13-4 UGS-HP 210 28-11C-3 28-11D-4 TD1573998 1172646 RULE 20A OH REMOVAL 6T EISEL ENT. 28-11B-7 28-11D-7 TD1509510 1120890 RULE 20A UG INSTALL ED 718-96DV-IN T- TYPE 2 **THOMAS GUIDE TD1103682 786477 RULE 20B OH REMOVAL LEGEND OF CONDUIT SYMBOLS CSD 140 (TLM) REQ'D UGS-AC 742 10/05 1 EACH MANHOLE OC 888-H7, 916-H1 UGS-MH 300 07/11 141'FEET (CONVENTIONAL U. G.) VENT PIPE 1 8" 1 1 10/05 EDISON N0. CONDUIT REQ'D. -fI]SIZE OF CONDUIT RUN NO. � f LENGTH OF CONDUIT RUN TRENCH TYPE OF FACILITY (CIC -DB, ETC.) RUN NO.LENGTH OF TRENCH STREET LIGHT NO. CONDUIT REQ'D. - f SIZE OF CONDUIT RUN NO. LENGTH OF CONDUIT RUN STREET LIGHT TRENCH TYPE OF FACILITY LENGTH OF ADDITIONAL RUN N0. - TRENCH REQ'D. EDISON NO. CONDUIT REQ'D. SIZE OF CONDUIT REFERENCE RUN NO. i MEMO DENOTES CONDUIT RUN CONTINUATION FOR CONSTRUCTION INFORMATION STREET LIGHT N0. CONDUIT REQ'D. � f SIZE OF CONDUIT REFERENCE RUN NO. i MEMO f DENOTES CONDUIT RUN CONTINUATION FOR CONSTRUCTION INFORMATION ANY OF THE ABOVE SYMBOLS FOLLOWED BY A DENOTES THE FOLLOWING: DB CONDUIT WITHOUT ENCASEMENT IS ACCEPTABLE FOR PORTIONS OF TRENCH WITH ONLY ONE OR TWO CONDUITS SEMI -ENCASEMENT IS REQUIRED FOR PORTIONS OF TRENCH WITH ONLY THREE OR FOUR CONDUITS FULL ENCASEMENT IS REQUIRED FOR MORE THAN FOUR CONDUITS LIST OF MATERIALS NOTES: 1. Footage quantites are approximate. [EDISON C 0, ] 2. Where reference is to an item not detailed, see separate description list. 3.. This list provides a summary of major items. SEE UGS SECTION INDEX FOR REFERENCE DRAWINGS QUAN. UNIT DESCRIPTION SIZE ITEM NO. REF DWG. REV. DATE 5 EACH VAULT 7'x 18'x 8' V718 UGS-VA 400 05/05 5 EACH VAULT COVER (TRAFFIC) 4'x 5' ED 612-84VLT UGS-FC 660 05/05 10 EACH POLYETHYLENE VENT -STAND PIPE 8" 7' x 14' x 8' UGS-AC 752 10/05 9 EACH VAULT GRADE RINGS 6" VX -1 UGS-VA 400 10/04 3 EACH PULL BOX (FULL TRAFFIC) 2'-6"x 4'x S-6" P13-4 UGS-HP 210 07/11 48 EACH HANDHOLE (FULL TRAFFIC) 18 1/2"01"x24" 6T EISEL ENT. ED 718-96DV-TYPE 2 1 EACH MANHOLE COVER AND FRAME 30" DIA. ED 718-96DV-IN T- TYPE 2 UGS-FC 621 04/07 6 EACH LADDER AS REQUIRED CSD 140 (TLM) REQ'D UGS-AC 742 10/05 1 EACH MANHOLE 5'x 10'-6"x 7' 1 M-10 UGS-MH 300 07/11 141'FEET VENT PIPE 1 8" 1 1 10/05 *SPECIAL ORDER POLYETHELYNE VENT ARMORCASTPART #: P6002608 -SND (CITY OF NEWPORT BEACH) FBF: Fc,; u -7 1-7 CONCRETE PRODUCTS Precast concrete item complete with neck. Cover and inserts may be obtained from any of the following listed and approved manufactureres: JENSEN PRECAST 14221 San Bernardino Ave., Fontana, Calif. 92335 Phone: (909) 350-4111 (800) 257-6100 UTILITY VAULT CO. 10650 Hemlock Ave., Fontana, Calif. 92337 Phone: (909) 428-3700 (800) 626-3860 FOR HANDHOLE AND PULLBOX MANUFACTURERS, SEE UGS HP 200. PRECASTCONCRETE PULL BOX WITH DEEP RECESSES (2'X 3' OR 2'6"X 4' OR 3'X 5) SEE UGS HP 215, 220 & 225 1/2" x 2-1/2" PENTA HEAD BOLTS REQUIRED ON ALL COVERS �` �� 3'x5' HAS A SPLIT COVER }.14f'+1 i. COVER SHALL BE It1T11{!11{1I{I rTTTTTTTTTTTTTTT� PARKWAY OR UGHT TRAFFIC I TIIIIIT�. AS SPECIFIED A 5/8"x 8' COPPERCLAD STEEL GROUND ROD, WHEN REQUIRED, IS FURNISHED & INSTALLED BY CONTRACTOR. STANDARD INSIDE HEADROOM UNLESS OTHERWISE SPECIFIED: 1" DIA. GROUND 2'x3'x3' ROD KNOCKOUT HOLE 2'6"x4'x3'6" 3'x5'x4' PLACE BOX ON 6" (MIN) COMPACTED BASE OF 3/4 CRUSHED ROCK DIA. SUMP * TYPE OF JOINT MAY VARY WITH MANUFACTURER REF. UGS HP 215 UGS HP 220 UGS HP 225 D�", - GROUND CONNECTION INSTALLATION IN A POLYETHYLENE VENT SEE UGS AC 760.2 IECT ROUND NOTES: 1. TO ASSISTIN UNDERGROUND STRUCTURE LOCATING FROM THE SURFACE, INSTALL A #6 BARE COPPER WIRE FROM INSIDE THE VENT PIPE TO THE STRUCTURE GROUND SYSTEM. THIS INSTALLATION WILL ALLOW A SINGLE PERSON CREW TO TIE INTO THE SYSTEM GROUND AND LOCATE THE FACILUTIES UNAIDED. THE INSTALLATION SHALL BE MADE TO A MINIMUM OF ONE VENT PER VAULT DURING NEW CONSTRUCTION, ADDED TO THE APPROPRIATE STRUCTURES DURING THE ROUTINE MAINTENANCE CYCLE, OR AS THE NEED ARISES BY REQUESTFOR ASSISTANCE FROM THE CONTRACT CABLE LOCATING COMPANY. 2. DRILL A 9/16" HOLE FOR GROUNDING BOLT APPROXIMATELY ONE INCH BELOW THE LOWESTVENTILATION FIN SLOT. THE GROUND CONNECTION SHOULD BE ATTACHED ON THE SIDE OF THE VENT FACING AWAY FROM THE STREET. THIS IS DONE TO MAINTAIN A FLAT SURFACE FOR ATTACHING STRUCTURE IDENTIFICATION STICKERS. _ncs t O,,_a;o+ TYPICAL CONDUIT BANK SECTION SEE UGS CD 120 Z o 1 BEDDING DIRECT BURIAL SIMILAR CONSTRUCTION FOR FEWER CONDUIT 2 CONDUITS MAX. D81_ RPV. ,_-, APPROVED JOINT SEALER SEE UGS GI 030 CONDUIT TERMINATOR UGS CD 142 (TYPICAL MANUFACTURERS) PRECASTTUB-TYPE VAULTS SEE UGS VA 410 EISEL ENTERPRISES INC. Electrical Series PRECASTCONCRETE PRODUCTS 6T 181,x" X 31" I.D. 714 South Fee Ana St., Placentia, CA 92870 V H2O Loading (714) 993-1706 FAX (714) 993-6197 201/4" 33%" 6T DP 1%" Diamond Plate 2"x 2"x 3/8" Angle H2O Traffic Cover Welded to Bottom Bolt Down of DP. 105 lbs. 23 Y" 36 17" / 30" Galvanized Frame 3%" 6T PB 12" Pull Box 320 lbs. 6%" 181{h" 31"" Rebar 6T EXT Extension 12" 272 lbs. 6T B Base 1 115 lbs. Meets #6T Caltrans State Spec. '-EGEND OF DRAFTING SYMBOLS TRENCH EDISON CONDUIT (DIST & SL) --- CUST OWNED CONDUIT -------------- 0-- RESIDENTIAL SERV.ICE CABLE E EXISTING CONDUIT CONSULT MANFACTURER'S INSTALLATION GUIDES FOR EXACT EXCAVATION DIMENSIONS FOR EACH STRUCTURE SIZE. ITEM NUMBER NOMINAL SIZE TYPE MANUFACTURER'S NUMBERS JENSEN PRECAST UTILITY VAULT CO. V510 5' x 10'-6" x 7' TUB STYLE K5106-FV84-11 ED 5106-84VT V5101 5' x 10'-6" x 7' INTERCEPT K5106-FV84-11-INT ED 5106-84VT-INT V612 6' x 12' x 7' TUB STYLE K612-FV84-11 ED 612-84VLT V6121 6' x 12' x 7' INTERCEPT K612-FV84-11-INT ED 612-84VLT-INT V714 7' x 14' x 8' TUB STYLE K714-FV96-11 ED 714-96VLT V7141 7' x 14' x 8' INTERCEPT K714-FV96-11-INT ED 714-96VLT-INT V718A 7' x 18' x 8' TYPE 1 TUB STYLE K718-FV96-11 ED 718-96DV-TYPE 1 V718AI 7' x 18' x 8' TYPE 1 INTERCEPT K718-FV96-11-INT ED 718-96DV-INT-TYPE 1 V718B 7' x 18' x 8' TYPE 2 TUB STYLE - ED 718-96DV-TYPE 2 V718B1 7' x 18' x 8' TYPE 2 INTERCEPT - ED 718-96DV-IN T- TYPE 2 NOTES: 1. CONDUIT TERMINATORS TO BE GENERALLY LOCATED AS SHOWN ON UGS CD 142. STANDARD CONDUIT ENTRANCE SHALL BE A FLATWALL DESIGN. SLIGHT VARIATIONS BY MANUFACTURERS MAY BE ALLOWABLE WITH COMPANY APPROVAL. 2. TUB -TYPE STRUCTURES SHALL BE FURNISHED WITH 1/2" THREADED BRONZE GROUNDING INSERTS, AS SHOWN ON UGS VA 411. 3. ALL VENT LOCATIONS TO BE FURNISHED WITH 10" PLASTIC VENT TERMINATORS. 4. INSIDE WALLS AND CEILING TO BE PAINTED WHITE. REF.: UGS GI 030 GENERAL SPECIFICATION FOR PRECASTSTRUCTURES UGS GI 035 ALLOWABLE TOLERANCES FOR INSTALLED PRECASTSTRUCTURES UGS VA 410 PRECASTTUB-TYLE VAULTS UGS VA 470 VAULT NECK, POURED OR PRECAST UGS FC 660 VAULT COVER-PRECASTCON CRETE 48" X 60" UGS AC 711 SUMP DRAIN AND DETAIL UGS AC 725 INSERTS: TYPE, LOCATION, AND QUANTITY UGS AC 742 LADDER UGS AC 751 VENT LOCATIONS D".0 F () ,`41`1 TYPICAL CONDUIT BANK SECTION TYPICAL CONDUIT BANK SECTION SEE UGS CD 120 SEE UGS CD 120 z N 0 3"- -3- 3- E E ° E E ° f BEDDING SEMI -ENCASEMENT 3 OR 4 CONDUITS D _ F ,/ _ z 0 3" f 3" 3" a o. E E CONCRETE E �. E ENVELOPE E°E 3" SPACER FULL ENCASEMENT MORE THAN 4 CONDUITS (BASE SPACER REQUIRED) C'2 Pe 7 ® VAULT IF MANHOLE ED PME 3-5 O PME 6-12 B3 PULL BOX UG CIVIL ONLY WORK ORDER HANDHOLE ® SOE ER PAD ® 4'x4' BURD SWITCH ENCLOSURE 14. COORDINATION AND SUPERVISION: 36" BURD SWITCH ENCLOSURE BURD TRANSFORMER ENCLOSURE Q STREET LIGHT ELECTROLIER ® C/I METER PANEL { FIRE HYDRANT CONSTRUCTION NOTES: Unless otherwise specified on the working drawing which forms a part of the specification, the Contractor/Developer shall furnish the following items at no cost to the Edison Company. Southern California Edison Company has attempted to correctly show all existing utilities and substructures in the vicinity of the work, but does not guarantee there are no other substructures in the area. Failure of SCE to show all substructures in their correct location will not be a basis for a claim for extra work, and the contractor shall be responsible for all damages to substructures whether shown or not. 1. FOR GENERAL SPECIFICATIONS SEE UGS GI 001. 2. CONDUIT: a. Minimum cover in street or parkway is 30" below gutter grade, unless noted otherwise. b. Minimum cover on private property is 30" below finished grade, unless noted otherwise. c. Contractor is to furnish and install approved conduit to Edison specifications per UGS CD 100.1, 110 AND 120. d. For the type of conduit for this job, See UGS CD 110.1. e. Install all risers per UGS CD 160, 161, 162 and 170. f. Cap all mainline conduits per UGS CD 148 and service conduits per UGS CD 150. g. Install blank conduit plugs in all conduits terminating into Vaults, Manhole's, PMH's, SOE's & all cap locations, per UGS CD 180.1 & UGS CD 180.2 h. Install pull rope in all conduit runs. Pull rope to be 1/4" polypropylene or polyethylene rope, braided or twisted. For specifications, approved makes, and suppliers, see UGS GI 040. L All conduit must be mandreled with the approved mandrel UGS CD 197. 3. CONDUIT RADIUS REQUIREMENTS: a: The minimum radius for bends are: 36" for conduits 3" in diameter or smaller 48" for conduits 4" and 5" in diameter 60" for 6" diameter conduit b: The minimum radius for all sweeps of all mainline conduits is 12'-6" (unless noted otherwise). 4. EXCAVATION AND BACKFILL: a. Work area shall be cleared and rough graded to within four inches of final grade prior to installation of Edison conduit or structures. b. All excavations shall be in accordance with the California State Construction Safety Orders (when applicable), Edison specifications, and all governing local ordinances. c. Each trench to be a uniform depth below final grade prior to installation of Edison conduit or structures. d. Backfill shall be provided by the Contractor for all excavations and shall include crushed rock, concrete, and/or imported backfill, when required. e. Backfill with a MINIMUM of one sack per yard sand cement slurry around and over vaults and manholes per UGS GI 030, section 6.4 and around PMH's within one foot of finished grade, per UGS SS 590.1. f. Backfill, per Edison specifications, shall immediately follow conduit or substructure installation. At no time shall conduit be left exposed over 24 hours. g. No rocks are allowed within 12 inches of direct -buried cables or any conduit without concrete encasement. Native backfill capable of passing through a one-half inch mesh screen shall be considered to be "rock free". If existing backfill does not pass through a 1/2" screen, place imported sand 3" below and 12" above Edison cables. After this point, no rocks larger than 12" diameter are permitted. h. All backfill shall be compacted to meet or exceed local ordinances or other requirements. It shall be placed in a manner that will not damage the conduit or substructure or allow future subsidence of the trench or structures. 5. PAVING: Repaving, where required, shall be placed in such a manner that interference with traffic, including pedestrian traffic, will be kept to a minimum. The Contractor shall establish a program of repaving acceptable to the Municipality, County, or other authority having jurisdiction and which is acceptable to Edison. 6. STRUCTURES: a. All substructures shall be constructed or installed to Edison specifications. b. Install protection barriers per UGS MS 830 when required in areas exposed to traffic, per Edison Inspector. c. All conduit lines and concrete floored substructures shall be water tight. d. All grounding materials shall be furnished and installed by the Contractor. 7. RETAINING WALLS: When required, retaining walls shall be provided by the Developer. Walls are required wherever grade rises more than 18 inches above the structure or 24" above the pad surface at a distance of 5 feet from the same, or in areas subject to erosion. Design and installation must comply with local building ordinances. Refer to Edison Inspector for typical space requirements. 8. PERMITS: All permits necessary for excavation shall be provided by the Contractor/Developer. 9. ACCESS: Heavy truck access shall be maintained to equipment locations. Structures must be clear of all appurtenances that would obstruct the loading or unloading of equipment. 10. SERV.ICES: a. Meters and services shall comply with Edison Electrical Services Requirements. b. Wiring must be in accordance with applicable local ordinances and approved by local Inspection Authorities. 11. LOCATION: a. The location of excavations and structures for Edison shall be as shown on the working drawing. No deviation from the planned locations will be permitted unless approved by the Edison Inspector. See UGS GI 001, section 2.2. b. Actual location of obstructions, storm drains, and/or other foreign utilities to be the responsibility of the PROJECT REQUIREMENTS (Y/N) Contractor. See UGS GI 001, section 2.3. 12. Contractor is to verify location and widths of all sidewalks and driveways prior to street light installation. See UGS CD 175.1, UGS CD 175.2 and UGS CD 175.3. EDISON EASEMENT REQUIRED 0 PWRD 88 REQUIRED YES ❑ NO ❑ 13. SURVEY: Surveying of street improvements, property corners, lot lines, finished grade, etc., necessary for the installation Developer's Signature DATE STARTED of underground facilities must be completed and markers or stakes placed prior to the start of the installation. UG CIVIL ONLY WORK ORDER In addition, Developer shall maintain the markers during the installation and inspection by Edison. PRECASTER Grade and property line stakes must show any offset measurements. PERMIT REQUIRED 14. COORDINATION AND SUPERVISION: The Developer shall provide supervision over and coordination among the various contractors working within the PERMIT TYPE: ENCROACHMENT/EXCAVATION development in order to prevent damage to Edison facilities. He is responsible for the cost of repairs, replacement, relocation, or other corrections to Edison facilities made necessary by his failure to provide OUTAGE REQUIRED a supervision or to otherwise comply with these specifications. 15. TELEPHONE AND OTHER UTILITY REQUIREMENTS: OUTAGE DATE: TIME: The drawing prepared for this job may also cover the facilities to be installed for the telephone company and/or other utility. Any questions concerning details of their installation should be referred to the company TRAFFIC CONTROL REQUIRED 0 concerned. PED. TRAFFIC CONTROL REQ'D 16. OWNERSHIP: Developer is to deed to the Edison Company all structures shown hereon except those shown as customer owned. CONVEYANCE LETTER REQ'D H 17. WARRANTY: Applicants expressly represent and warrant that all work performed and all material used in meeting Applicants' ENVIRONMENTAL CLEARANCE REQ'D obligations herein are free from defects in workmanship and are in conformity with Southern California Edison Company's requirements. This warranty shall commence upon receipt by Applicants of Company's final acceptance and shall expire one year from that date. Applicants agree to promptly correct to the Company's satisfaction CSD 140 (TLM) REQ'D and that of any governmental agency having jurisdiction and at Applicant's expense any breach of this warranty which may become apparent through inspection or operation of underground electric system by Company during this 0122. Fe. � Ic CONNECTING TO EXISTING SCE STRUCTURES • Per SCE requirements, customers are not allowed to enter, intercept or tie-in to existing SCE structures, equipment or conductors. This work will only be performed by SCE. Contact the appropriate SCE inspector to schedule an appointment. Customers may connect to an existing duct stub without a SCE inspector present. • Per CPUC/SCE's Rule 15 B.1.A and Rule 16 DA.A., the customer will provide all necessary excavations (with the exception of excavation under pads and primary splice boxes), material (including conduit and structures) and encasement, to be utilized in the intercept/tie-in process. • The customer must adhere to all applicable Cal -OSHA, local, city, state and federal regulations, (including, but not limited to, all necessary shoring and traffic control in place to perform the intercept/tie-in work by SCE's underground civil contractors(s)) • Intercept/tie-in work must be coordinated with SCE's civil contractors through the Division Inspector/CCM to limit exposure of excavation(s). Customer is responsible for securing excavation(s). D08: 12/10/07 END POINT TESTING To schedule End Point Testing (EPT), call the EPT Hotline at (714) 285-4325, 7:00 AM to 4:00 PM, Mon. - Fri. If the test needs to be performed after hours, please state the day and approximate timeframe. RUN NUMBER CALL -OUTS AS FOLLOWS: ( - 99 MAINLINE CONDUIT 100 - 300 SERVICE CONDUIT 400 - 599 STREET LIGHT CONDUIT WARNING THE EXCAVATOR MUST TAKE ALL STEPS NECESSARY TO AVOID CONTACT WITH UNDERGROUND FACILITIES WHICH MAY RESULT IN INJURY TO PERSONS OR DAMAGE TO FACILITIES IN THE AREA. THE INDICATED LOCATIONS OF EDISON UNDERGROUND FACILITIES, AS PROVIDED, ARE BELIEVED TO BE ACCURATE, HOWEVER, THE FINAL DETERMINATION OF EXACT LOCATIONS AND THE COSTOF REPAIR TO DAMAGED FACILITIES IS THE RESPONSIBILITY OF THE EXCAVATOR. warranty period. 18. INSPECTION: Inspection is required during the construction period. A 48 hour advance notice of intent to start construction SURVEYED is required from the contractor to the Southern California Edison Company. Standards of Edison construction requirements are available upon request. DATE:04/04/16 Duct and Structure Inspector: CHRIS WHITE Phone: 714-474-5596 Cabling Construction Coordinator: Phone: CONTRACTOR Attn: COSTPLUS [:] FIRM[:] DEV. INCLUDES PERM. PAVING YES ❑ NO ❑ PERMIT NUMBER Developer's Signature DATE STARTED Original DATE COMPLETED INSPECTOR PRECASTER CONDUIT WHERE CONDUITS ARE PICKED UP OR INTERCEPTED, CONDUIT SHALL BE MANDRELLED AND PULL ROPE INSTALLED FROM TERMINAL TO TERMINAL. THIS PLAN APPROVED AS TO LOCATION AND TYPE OF ELECTRIC SUBSTRUCTURES Developer: Attn: Address: Telephone: FAX: Dwg./Rev. Developer's Signature Date Original Rev. Rev. Rev. CHANGES IN THESE PLANS WILL REQUIRE AN ADDITIONAL 3 TO 4 WEEKS AND CUSTOMER WILL BE CHARGED IN ADVANCE FOR REQUESTED CHANGES. D2 2 ", I� UNDERGROUND SERVICE ALERT Dial 811 Call USA For Underground Locating FINAL DESIGN 2 Working Days Before You Dig APPROVED F O R CONSTRUCTION CONTRACT PLANNER: BRANDON ADNMAMS/ASP AS-IS OVERALL SINGLE LINE SNEAD 1 2KV o o LAFA YE T TE SUB 4569991E 791194E 50KVA 50KVA S� O F 9 S� s c'�O 9GF 791196E 37.5KVA OCG ti 0 1548592E 1220144E 50KVA 25KVA 822545E 37.5KVA TO V5495826 r,�o J826A POS. 2 TO V5495826 G S� GS3097 POS. 3 •� (CLOSED) '• • 743286E If- 50KVA 0 713275E %B .o sF9syof 50KVA ` o�10 822544E B(025A)3 2�0 550KVAE % V5495827 OCG 4569998E 50KVA •, 5 \y ,`Soo 1249047E 37.5KVA � 1816176E 37.5KVA G� �• 4432589E BF02686 (15A) �G Amy � 1503066E •,� 3001173E day `moo RM: BF04064 ONLY v 50KVA S (65A) ��Go ��� / 4338568E 4y 37.5KVA • V5495828 6'x1 2'x7' �. 4569994E G 37.5KVA `9fF w 1503065E 64' M 37.5KVA 822542E o BF03934 m • •� •� y 3001174E y RM: 50KVA ��G 15A �'��, ONLY % '•, 4569988E 1460880E 750668E 3-25KVA 50KVA RM: BF02722 ONLY �• •. (15A) TO BE REMOVED 5� •• . .• G 00 `LOG '�/ � '9irF % 4402734E ,s�, •;� 50KVA 00 • Fy,G 208491E ��'o •• RM: 50KVA ONLY 9`09 P5193118 V5495832 '• GS3098 123 ; J832A ' 1234 1 0 CLP S� NTS PILOT •RFI4392-1 • •' RFI4392-2 ASSOCIATED TD'S: INVENTORY MAP NO.'S TD# DESIGN# TYPE 27-1113-2 28-11A-9 29-11A-7 27-11B-1 28-11D-1 29-11C-1 �1 TD1573998 1172646 RULE 20A OH REMOVAL 28-11A-2 28-11D-4 29-11C-4 ' 0 TD1509510 1120890 RULE 20A UG INSTALL 28-11A-3 28-11D-7 29-11C-5 TD1103682 786477 RULE 20B OH REMOVAL 28-11A-6 28-11D-8 29-11C-8 SO T^O� SINGLE LINE LEGEND • � � � THOMAS GUIDE MAP NO.'S N • A• . L ,, c CIRCUIT 1 CIRCUIT 2 = SNEAD 12KV o o LAFAYETTE SUB = JANUARY 12KV o% LAFAYETTE SUB FINAL DESIGN O.C. 888-G7 O.C. 888-H7 O.C. 918-H1 CIRCUIT 3 = ANNIKA 12KV o o LAFAYETTE SUB / APPROVED FOR CONSTRUCTION CONTRACT PLANNER: BRANDON ADNAMS/ASP .• � PHONE: 714-893-2405 � • • � DISTRICT PROJ. MGR. TODD PEARCE PLANNER ED MERCADO 33 - HUNTINGTON BEACH -714-870-32422125173 PHONE 714-973 5817 PHONE SR NO. 0 DATE REVISION DESCRIPTION APPROVED DRAWN CHECKED FOREMAN TRUCK NO. P/E INVENTORY MAP NO. THOMAS GUIDE GRID NO. DESIGN NO. � SEE ABOVE I SEE ABOVE 0786472 0 Y BY-PASS EXISTING TLM J.P.A. NO. ASSOCIATED DESIGN NO. z CSD 140 N CODE CHANGE TO CHECKED %LOAD SEE ABOVE PRODUCT/SAP NO. PRODUCT/SAP NO. PRODUCT/SAP NO. o TD1103674 (20B) SEE ABOVE SEE ABOVE F CH/SCE 11/25/19 EM/SCE MC/ASP PROPOSED CONSTRUCTION (LOCATION) RULE 20B AD NO. 111 BALBOA BLVD BETWEEN 30TH & 22ND ST P 10/07/19 M. CARPENA NEWPORT BEACH o B 10/07/19 co/ASP SHEET JOB NO. TYPE APPROVED BY DATE CHECKED BY DRAWN BY PAX # 1A 11 0786472 3.01 Southern California Edison Company OF m O] ~ AS -IS OVERALL SINGLE LINE 32ND ST z SNEAD 12K LAFA YE T TE SUB TO V5447020 GS2748 POS. 2 TO V5102885 (CLOSED) & GS0623 POS. 4 TO V5101402 (CLOSED) GS0531 POS. 2 (CLOSED) V5103447 • V5101331 BS3134 GS0744 � 12345 1303136E 2295282E 4370789E 543138E 1303137E GS2094 GS2 800 FF BF02695 R' — J447A v G�� 00 V5103450 ••• ANNI� o/o AM5103448 FASUB500EPR ... ... ... ... ... ... ... ... t5ii EPR ... ... ... . ... —► TO 9447 X5105501 31ST ST POSV540(C (CLOSED) z � P5532609 m cn 0 0 a m > o . . •�� 2/OBC M5104086 1303373E 1303372E 1303371E 1303370E 1303369E 1303368E BF02700 25A V5103445 B A GS0743 30TH ST ,p P5332610 P5444709 M3446 �• 1 2 3 4 R A J1 uy 4-3 EX: 773901H my< S� •� • 2 1 2 3 09 CZ ...000 500 PR .. �O loe o 000 ... ... 1 OA / / � p 64524E 2048193E 1680557E 4829657E 4516704E 652795E r' / BF02701 15A loe / • J / / / / �y�• V5444710 /<F\� / 29TH ST 29TH ST / go/ r'p\9 �� �'��gs / / / RM: ONLY ��_ • M5104087 4 • / / •• / / ,°���s� � ° / S� / / o�� / RA 1000A 69 Fl02627 •�/ ;� S y <10/ . / �� •o / lo, / LD `sop .• �1 / \ / / 611605E / \ C 4074851E . O \ \ \ ��y V5444711 / f • •• `LAG J711 A / � `\ 4829279E ��F \ RM: 100KVA �a ° 1234 / < ONLY V5495833 41 BS4487 �o ALO. • RM: ONLY \ O .0k1100 PS \ G \ Ilk / X01 LOAD BREAK ` \ RM: ONLY \ / / BF02723 F �0� EX: 1503078E 0046138 / 491581E TO BE REMOVED A \ 716469H �F / / / RM: 50KVA ONLY 15A Q •o• / y V5365043 PA54339B61 28Ty . \ /51 / lo, ST J043A go 123 ••' •' J043B . '. \ ' .•• 123 • 688668H \ 0• P5412511 RM: 50KVA \ X5412512 L R ONLY `\ �9<� 4383806E m BS2563 RM: BF02703 ONLY �, RM: ONLY (15A) & <Go o CL RFl00905 \ `' �� W ' 4444550E z . \ 4753433E e � / » RM: 7 1728681E RM: 50KVA \ A4TChT LINA' C NTS Y ONLY ONLY F77 16Y ASSOCIATED TD'S: INVENTORY MAP NO.'S S� \ TD# DESIGN# TYPE 27-1113-2 28-11A-9 29-11A-7 27-11B-1 28-11D-1 29-11C-1 TD1573998 1172646 RULE 20A OH REMOVAL 28-11A-2 28-11D-4 29-11C-4 TD1509510 RULE 20A UG 1120890 INSTALL 28-11A-3 28-11D-7 29-11C-5 TD1103682 786477 RULE 20B OH REMOVAL 28-11A-6 28-11D-8 29-11C-8 SINGLE LINE LEGEND B THOMAS GUIDE MAP NO.'S ` o Y '( �1 `� CIRCUIT 1 = SNEAD 12KV o%o LAFAYETTE SUB FINAL DESIGN O.C. 888—G6 O.C. 888-G7 O.C. 888-H7 E 0 0 � Y (/un-�,. �j _ CIRCUIT 2 = JANUARY 12KV o%o LAFAYETTE SUB CIRCUIT 3 = ANNIKA 12KV o o LAFAYETTE SUB / O.C. 918—H1 _ CONTRACT PLANNER: BRANDON ADNAMS/ASP APPROVED FOR CONSTRUCTION E N o p PHONE: 714-893-2405 rn K DISTRICT PROJ. MGR. TODD PEARCE PLANNER ED MERCADO SR NO. N �i 33 - HUNTINGTON BEACH PHONE 714-973-5817 PHONE 714-870-3242 2125173 DATE REVISION DESCRIPTION APPROVED DRAWN CHECKED FOREMAN TRUCK N0. P/E INVENTORY MAP N0. THOMAS GUIDE GRID N0. DESIGN NO. `V SEE ABOVE SEE ABOVE 0786472 0 Y BY-PASS EXISTING J.P.A. NO. ASSOCIATED DESIGN NO. z �TLIVI CSD 140 N CODE CHANGE TO CHECKED %LOAD I SEE ABOVE PRODUCT/SAP NO. PRODUCT/SAP NO. PRODUCT/SAP NO. o TD1103674 (20B) SEE ABOVE SEE ABOVE F CH/SCE 11/25/19 EM/SCE MC/ASP PROPOSED CONSTRUCTION (LOCATION) RULE 20B AD NO. 111 BALBOA BLVD BETWEEN 30TH & 22ND ST P 10/07/19 M. CARPENA NEWPORT BEACH o B 10/07/19 co/ASP SHEET JOB NO. TYPE APPROVED BY DATE CHECKED BY DRAWN BY PAX # 1 B 11 0786472 3.01co Southern California Edison Company OF AS -IS OVERALL SINGLE LINE SNEAD 1 2KV oZo LAFA YE T TE SUB SJ7' .F77 >B »C , LLINA ff 776 Logr NE 56564 rlll ` P5656401 J• SEE Hy i� 1 ,yYl,ry m • V5444714 E �9<0 090 \ 716466H 8850KVA \ RM: 50KVA ONLY o9 � X5656400 2-25KVA L RM: ONLY2. 9 JBARS \ Rn02117 \J U 22 4074852E \ AurLO U U o • .• N / l I \ \ ^ P5412513 G12 39 J0436 V5444718 � P5410140 A ' 1 2 3 400A l F103513 � \ 26TH ST V5444716 POS. 2 881619E •.• � S \ \ 7'x18'x8' ... ti 724767E ��'C�` • • � • \ 1671239E \ \ J716A .•• �• 1234 w B5524340�Bq� BS2927°q . • X5495901 RM: 37.50A ONLY 3-50KVA P5110559 •• �•��s` • 0006298 A of 9'G���► \ �°��,� ?�' lA : Q o0 1200 vv N 1549236E ti S� \ �l � �9��0 ti6�� \ •• X01%0 � • 1249361E RM:�L5KVA \ l� 'so ���/ �o F9y V5444723 •• o • AN o V5444717 n7T, 9l� r_ BS2930 •' A B J723A 2236 : 1 2 3 : • P5111346 �� \ �� J717A 7576894E PILOT 724765E •% RM: 50KVA �,y y�0�' ONLY �Q. \ / / ••• ,• / BS3156 1 2 34 RFI4387-2 PILOT T'S "' ••• "' v 1 \ / RFI4387-5 BS2931 0� ••• `�' \ /' ••• 1.4.�LP PILOT RFI4387-6 :• ••• � 1548840E GS2928 1 2 3 45 A •` Z B ••. wAY 1960142E RM: 50KVA G a •. o'er AVE �, 4074854E RM: BF02720 (15A) ONLY • ONLY •• z V5444719 W S� Q 1 S5172663 GS2933 . • \ J663A '.• '• 1 2 3 ���1 1 2 3 ••• •• 5444721 � `�a'` ••� `. J721 A 1234 co 499106E RM: BF04306 4000550E RM: 50KVA Z�S� P� 790834E 2- Q� •• 2' (15A) ONLY '•.ASO RFI01227 4256039E RM: 50KVA y .• •' 791085E o �5 >> �' p OG CSA �� 4633426E '�'T V5560572 1183284E TO V5638439 �v ST GS3739 POS. 2 ONLY RM: 50KVA Gam/ D J572A (CLOSED) ��. ONLY. �1 ,jGH 1 2 3 4 401506E RM: 50KVA V5495899 6'x1 2'x8'000 L IN � E • X5495898 1960147E w e��e0q 6 lip ONLY .• I SIAAvo .. Z. \ eA(gOq V5560579 3S RM1 BF02719 S� �o o ��o J899A (15A) ONLY 0� •.• P9� . oCN �0 0 CCN G�. ,� p> 1234 P5365268 CDU J579A GS3519 Q� �o� RT S` 1 2 3 1 2 3 • • TO V5560593 1549466E � OC qN F •.� 4y w P5500489 20�� 9 rn 1549467E �o\o�� / EX: 50KVA '`so\°tee TO BE REPLACED \ Ji NTS \ / ASSOCIATED TD'S: INVENTORY MAP NO.'S TD# DESIGN# TYPE 27-1113-2 28-11A-9 29-11A-7 27-11B-1 28-11D-1 29-11C-1 TD1573998 1172646 RULE 20A OH REMOVAL 28-11A-2 28-11D-4 29-11C-4 2249378E TD1509510 1120890 RULE 20A UG INSTALL 28-11A-3 28-11D-7 29-11C-5 3-75KVA TD1103682 786477 RULE 20B OH REMOVAL 28-11A-6 28-11D-8 29-11C-8 SINGLE LINE LEGEND THOMAS GUIDE MAP NO.'S N CIRCUIT 1 SNEAD 12KV o%o LAFAYETTE SUB O.C. 888-G6 FINAL DESIGN O.C.888=H� N E _ CIRCUIT 2 JANUARY 12KV o%o LAFAYETTE SUB O.C. 918-H1LO � m T (� m CIRCUIT 3= ANNIKA 12KV o%o LAFAYETTE SUB APPROVED F 0 R C 0 N S l 1 I 0 N CONTRACT PLANNER: BRANDON ADNAMS/ASP CONSTRUCTION R o 1 l� PHONE: 714-893-2405 rn DISTRICT PROJ. MGR. TODD PEARCE PLANNER ED MERCADO SR NO. 33 - HUNTINGTON BEACH PHONE 714-973-5817 PHONE 714-870-3242 2125173 oN DATE REVISION DESCRIPTION APPROVED DRAWN CHECKED FOREMAN TRUCK NO. P/E INVENTORY MAP NO. THOMAS GUIDE GRID NO. DESIGN NO. V SEE ABOVE SEE ABOVE 0786472 0 Y BY-PASS EXISTING TLM J.P.A. NO. ASSOCIATED DESIGN NO. z CSD 140 N CODE CHANGE TO CHECKED %LOAD SEE ABOVE PRODUCT/SAP NO. PRODUCT/SAP NO. PRODUCT/SAP N0. o TD1103674 (20B) SEE ABOVE SEE ABOVE F CH/SCE 11/25/19 EM/SCE MC/ASP PROPOSED CONSTRUCTION (LOCATION) RULE 20B AD NO. 111 BALBOA BLVD BETWEEN 30TH & 22ND ST P 10/07/19 M. CARPENA NEWPORT BEACH o B 10/07/19 GO/ASP SHEET JOB NO. TYPE APPROVED BY DATE CHECKED BY DRAWN BY PAX # 1 C 11 0786472 3.01co Southern California Edison Company OF PROPOSED OVERALL SINGLE LINE SNEAD 1 2KV o/o LAFA YE T TE SUB 4569991E 791194E 50KVA 50KVA S� 0 9G F 5� J' 791196E 37.5KVA 0G O 2 L o� 0 1548592E 0 1220144E 50KVA 9P� 25KVA 822545E 37.5KVA C� TO V5495826 J826A POS. 2 713275E 50KVA TO V5495826 GS3097 POS. 3 (CLOSED) •. 743286E • �50KVA `LOG • •>s `sF �o 00 2333901E �t�y P 1548590E G 822544E BF03933 2 •J�oo GO (25A)% �o �91�o , • ' 9 0 � �9 4569998E 50KVA V5495827 OOG •.' �.• / 524234E 50KVA S � S • C�` �•`so �6 1249047E 37.5KVA � � IN: V5570974 � � 7'x18'x8' P��O � o�O IN: GS4106 1 2 3 4 5 1816176E 37.5KVA / G 9�oG 822543E J' A \ IN: BF05173 12K ( ) 4432589E V5370974 G % O/ ��. / 7'x18'x8' IN: 25KVA 1503066E . B 0266> 6 •� COMPLIANT 50KVA 1-5WAY GS4106 2-600A RUNS 2-200A RUN \ ^ � � � 'G. 09 4338568E 1-25KVA XFMR ? �� / 37.5KVA %. 4569994E 37.5KVA •, 9GF > Q • w N • '. % V5495828 •. V55439431503065E / 822542E / BF03934 (15A) o m J �•• 7'x18'x8' 37.5KVA COMPLIANT OG ' % �• ^ 1-50KVA XFMR 2-600A RUNS ' IN: 50KVk 2-200A RUN 750668E 3-25KVA 50KVA . •' IN: V5543943 7'x18'x8' . •. `LOG Cy • 9 \ • p v0 %* OG 4852364E IN: BF05164 4402734E 50KVA (12K) 9s,� • 4443024E 50KVA OAF '. 5� Off.• . X500 F9 ti . • • O � . • 09 s.00 ��GO V5495832 P5193118 o n� NTS ' GS3098 1 2 3 •� • ASSOCIATED TD'S: INVENTORY MAP NO.'S J832A TDA DESIGNS TYPE 27-116-2 28-11A-9 29-11A-7 27-11B-1 28-11D-1 29-11C-1 1234 1 0 CLP TD1573998 1172646 RULE 20A OH REMOVAL 28-11A-2 28-11D-4 29-11C-4 TD1509510 1120890 RULE 20A UG INSTALL 28-11A-3 28-11D-7 29-11C-5 TD1103682 786477 RULE 20B OH REMOVAL 28-11A-6 28-11D-8 29-11C-8 PILOT SINGLE LINE LEGEND .• �• RFI4392-1 RFI4392-2 CIRCUIT 1 = SNEAD 12KV o%o LAFAYETTE SUB FINAL DESIGN THOMAS GUIDE MAP NO.'S O.C. 888-G6 O.C. 888-G7 O.C. $$$-H7 N 0 _ CIRCUIT 2 = JANUARY 12KV o%o LAFAYETTE SUB O.C. 918-H1LO E • •�> 0 oF9 �' CIRCUIT 3 = ANNIKA 12KV o%o LAFAYETTE SUB APPROVED FOR � c m T T m CONSTRUCTION CONS 1 R lJ C 1 I O N CONTRACT PLANNER: BRANDON ADNAMS/ASP o •sp �G �j A PHONE: 714-893-2405 rn �10 O % �� L ' DISTRICT PROJ. MGR. 33 - HUNTINGTON BEACH PHONE TODD PEARCE PLANNER ED MERCADO SR NO. 714-973-5817 PHONE 714-870-3242 2125173 � 9�� •� 1 � DATE REVISION DESCRIPTION APPROVED DRAWN CHECKED FOREMAN TRUCK N0. P/E INVENTORY MAP N0. THOMAS GUIDE SEE ABOVE SEE ABOVE GRID N0. DESIGN NO. 0786472 `v 0 Y BY-PASS EXISTING TLM J.P.A. NO. ASSOCIATED DESIGN NO. • CSD 140 N CODE CHANGE TO CHECKED %LOAD SEE ABOVE Q> PRODUCT/SAP NO. PRODUCT/SAP NO. PRODUCT/SAP NO. _o •� TD1103674 (20B) SEE ABOVE SEE ABOVE F CH/SCE 11/25/19 EM/SCE MC/ASP PROPOSED CONSTRUCTION (LOCATION) ' RULE 20B AD NO. 111 BALBOA BLVD BETWEEN 30TH & 22ND ST 3 P 10/07/19 M. CARPENA NEWPORT BEACH o B 10/07/19 co/ASP SHEET JOB NO. TYPE APPROVED BY DATE CHECKED BY DRAWN BY PAX # 1 D 11 0786472 3.01 Southern California Edison Company of co J m PROPOSED OVERALL SINGLE LINE 32ND ST z SNEAD 12KV o/o LAFA YE T TE SUB TO V5447020 GS2748 POS. 2 TO V5102885 (CLOSED) & GS0623 POS. 4 TO V5101402 (CLOSED) GS0531 POS. 2 (CLOSED) V5103447 V5101331 BS3134••• GS0744 • 12345 •• 1303136E 2295282E 4370789E 543138E 1303137E GS2093 GS2800 BF02695 12 34 1 2 3 4 R G J447A I�I�I v� ' M5103448 V5103450 ANNIKA 12KV o/o 500 EPR LAFAYETTE SUB EPR TO V5109447 GS2203 X5105501 ��� ��� ��� ��� ••• 31ST ST ••• POS. 4 (CLOSED) z � � m cn P5532609 o a —� • r*� -o > r o• ' see— 2/OBC M5104086 1303373E 1303372E 1303371E 1303370E 1303369E 1303368E • BF02700 25A V5543950 7'x18'x8' 30TH ST COMPLIANT V5103445 3-4WAY J-BAR2i CSP B A • • • '. 1-50KVA XFMR E�� 43 i 1-75KVA XFMR M3446 P5332610 1 2 3 1 2 3 4 2-600A RUNS �• 'o P5444709 R A °o G 1 IN: V5543950 � 7'x18'x8' J445A 1 2 3 Spy IN: J950A \ �: 1 234 \ ��� 500 CPR '(� IN: \ �o ... .. • Y 50KVA Y1, 1i \ IN: � i ••• ••• 1/OA \ 75KVA i s �' \ �0 64524E 2048193E 1680557E 4829657E 4516704E 652795E \, . S� 4-15A V5444710 •F` BF02701 mop °q 0224972 NOTE: A 1800 1000 JCN FROM V3946 TO a P5543949 V4710 TO BE INSTALLED ON RULE 20B TD1103674. �� > > 29TH ST 29TH ST 01 IN: M5561133 5'x10'6"x7' M5104087 • 4000236E oe O ' ;O 9jL O O • 10 Ile ' / 00 \ '•e �o V5444711 �\Fy / see •'• \ \1000 J711A ' 1234 V5495833 \\ •��'�, �•• � BS4487 �� �o \ G o � • Off' •• IN: V5543946 / IN: V5560062 NOTE: ••• / / \ \ \ •�' \�� / IN: GS4108\ 7'x18'x8' VAULT AND SWITCH TO BE 7 x18 x8 \ N \ V5543946 INSTALLED ON RULE 20A. 0 IN: GS4158\ .•� �• PT 1 2 3 4 56 \ 7'x18'x8' 1 2 3 4'• '•� \ �,� COMPLIANT \ •o ••• \ 1-6WAY GS4108 4151837E 02723 0 • BF15A O°�� A ,� /1 • i� 2-3WAY J -BAR \1.•°,�p�� \ 15A l / \° i 1 -RCS \ / •eo \ 1-75KVA XFMR / SIN: \ 1-100KVA XFMR Q '• ' .•' \�'\p\\Fy \ IN: J062A / J946A \ 123 IN: / / •'' �' 1 23 IN: 6-600A RUNS \ � � 1-200A RUNS \ / •!� 25KVA / < 75KVA � \ / \IN.\ �o o°� V5365043 T P5433961 28py S A B J043A S1 IN: \ \100KVA ,� ��N3 NOTE: 28TH •. 1 23 V5560062 7'x18'x8' •G VAULT AND 2 TRANSFORMERS � RCS4108 \ o • c0 q INSTALLED ON RULE 20A. POS.1 \ ;35 Nj ^ IN: V5543947 •J043B . .•• 12 3 . . . COMPLIANT 1-4WAY GS4158 2-3WAY J -BAR \ i o� \ 7'x18'x8' V5543947 NOTE: v �'o�\oo�� / ^ �� \ 7'x18'x8' RCS AND TRANSFORMER 6' i • \ COMPLIANT �U / IN: J947A : �• ' L o .X5412512 P5412511 L R • • J \ INSTALLED ON RULE 206. m BS2563 1-25KVA XFMR 3-600A RUNS •. �/ i 1234 \q�B 3-4WAY J -BAR \ IN: \ Oq 3-3WAY J -BAR O • \ 75KVA 2-50KVA XFMR a L \ 1-75KVA XFMR z IN: ; i 4-600A RUNS ' IN: J947B \ 50KVA'2-200A RUNS 1 123 ,, i • IN: X5560064 \�• Fy \ \ 2'6•x4'x3'6" .• p\\ \ 'Ooo > \ \ 50KV .. , - � A44TCff LI)VJ7 "G" NTS .<� \ \ SJ7J7 Sffj7ET IFASSOCIATED MAP NO.'S TD,S:INVENTORY .• TDA DESIGNS TYPE 27-11B-2 28-11A-9 29-11A-7 27-11B-1 28-11D-1 29-11C-1 S� / '. TD1573998 1172646 RULE 20A OH REMOVAL 28-11A-2 28-11D-4 29-11C-4 TD1509510 1120890 RULE 20A UG INSTALL 28-11A-3 28-11D-7 29-11C-5 TD1103682 786477 RULE 20B OH REMOVAL 28-11A-6 28-11D-8 29-11C-8 '• SINGLE LINE LEGEND THOMAS GUIDE MAP NO.'S IN:7, 63 1 CIRCUIT 1 = SNEAD 12KV o/o LAFAYETTE SUB FINAL DESIGN O.C. 888-G6 O.C. 888-G7 °' / \ / \ 8 z8 -IN: = CIRCUIT 2 JANUARY 12KV o/o LAFAYETTE SUB O C. 988-H1 E N � / J063A \ 00 .�/ 1 2 3 IN: \ �% 50KVA Fq2 l J � Y CIRCUIT 3 = ANNIKA 12KV o/o LAFAYETTE SUB / S m T T m T CONTRACT PLANNER: BRANDON ADNAMS/ASP CONSTRUCTION APPROVED FOR l� O N IJ 1 R lJ 1 1 O N PHONE: 714-893-2405 DISTRICT SR N0. o rn o � \/ V5560063 O \ / A� PROJ. MGR. 33 - HUNTINGTON BEACH PHONE TODD PEARCE PLANNER ED MERCADO 714-973-5817 PHONE 714-870 3242 2125173 N 7'x18'x8' �� \ N: / / {J M yyy��I DATE REVISION DESCRIPTION APPROVED DRAWN CHECKED FOREMAN TRUCK NO. P/E INVENTORY MAP N0. THOMAS GUIDE GRID NO. DESIGN NO. `v COMPLIANT \ SEE ABOVE SEE ABOVE 0786472 0 3-4WAY J—BAR Y 2-50KVA XFMR YBY—PASS EXISTING CSD 140 �TLIVI J.P.A. NO. ASSOCIATED DESIGN NO. SEE ABOVE z N CODE CHANGE TO CHECKED %LOAD 1-200A RUN PRODUCT/SAP NO. PRODUCT/SAP NO. PRODUCT/SAP NO. _o TD1103674 (20B) SEE ABOVE SEE ABOVE F CH/SCE 11/25/19 EM/SCE MC/ASP PROPOSED CONSTRUCTION (LOCATION) RULE 20B AD NO. 111 BALBOA BLVD BETWEEN 30TH & 22ND ST 3 P 10/07/19 M. CARPENA NEWPORT BEACH o B 10/07/19 co/ASP SHEET JOB NO. TYPE APPROVED BY DATE CHECKED BY DRAWN BY PAX # 1E 11 0786472 3.0 1 Southern California Edison Company of 00 PF PROPOSED OVERALL SINGLE LINE SNEAD 12KV oZo LAFA YE T TE SUB ,SEL' » L ff 776 T LINE' G Hgto� r/IN P5656401 J• SEE Y 100KVA A m • �1 . •ry ry 0 V5444714 � � Y 11 '.� NOTE: Z VAULT INSTALLED ON 9�oya 881620E •e• 9� 9�l RULE 20A TD1509510. • F` 1-50KVA X5656400 2-25KVA (� V5584072 7'x18'x8' • JBARS 1 ••. o {� L .• COMPLIANT : 1 -SWAY GS4112 � i 3_3WAY J -BAR LO 04 S� ZNo 2 . • • • 0 p �y 2 50KVA XFMR - � P5412513 4 600A RUNS 2-200A RUNS ; GS2929 F V5444718 l� 1 2 3 J043B A 123 400A l P5410140 . ST FI03513 •• 26TH i IN: V5584072 V5444716 y � 7'x18'x8' 7'x18'x8' •� '•* POS. 2 � 881619E ti •.. 724767E ti J716A .•• o :� N: GS4112 12345 r :• •. �Q0 1234 ��. •Q' .`n B.Z 85524340 S2927 � • • �9��p •' X5495901 IN: X5722656 /0006298 0 oF` 2'6"x4'x3'6" � <V > � 1 �i � P� l IN: IN: J072A \ '•• � •. 3-50KVA P5110559 123p V55439559� �, ti .� 7'x18'x8' �, . <A e 0�, N A 02036E 1549 \ �50KVA�91� IN: %,� �� COMPLIANT o p9' 1-4WAY GS4113 o o� • T . V5444723 .�• 50KVA L`O 2-3WAY J -BAR GO ao 1-50KVA XFMR o • 9ti o o ✓ C� 1-75KVA XFMR 2-600A RUNS 'y o� 1-200A RUN 'N �° 'Gj, z • BS2930 _0 r A B J723B J723A l . 0 V5444717 9l� 12 3 4. 1 2 3 P5111346 0' �• 724765E NOTE: 1 2 3 4 BS3156 1 3 •. VAULT INSTALLED ON PILOT RFI4387-2 "' T'S \ ---KVA RULE 20A TD1509510. PILOT ••' " . RFI4387-5 BS2931 .• l• . •• 1 MLP GS2928 PILOT RFI4387-6 •. `�' 4'� \ IN: V5560066 7'A 8'x8' V5560066 7'x18'x8' `L`�� R 0 �`� a "• W BAY AVE IN: J066A\\ 1G] �,o`� 4074854E 1 2 3 \ COMPLIANT • e W ` V5444719 .01 <\ \ IN: \ 50KVA/ \ IN°i / 2-3WAY 1-50KVA 1-25KVA 1-200A J-BAR,� XFMR XFMR RUN .• •• i ��y i P� Q� L`�'� o S5172663 0 •� '• J663A 123 GS2933 123 \ 25KV •• •. ••. V5444721 \ v •• IN: GS4113 •�/ IN: V5543955 "; 1234 7'x18'x8' $ J $ • .�� vvlvv ". J721 A 1234 ' • ' ' •' INV. �> 12'6Xx4'x IN:1 2955A N.�.�'� IN: 1 / .� 215 790834E ••� E lp� rn 633 < v \50KVA%IN\.Oe, ��� O CpG • j�0 CSA RF101227 ,\ 75KVA ••• •� i GHQ \ IN: V5560067 y c;0 7'x18 x8 v P��� �. IN: J067A \ • f ' >> 9 ��O 4633426E 'I'T V5560572 �o ST J572A 1183284E TO V5638439 GS3739 POS. 2 (CLOSED) \ r1yT V5495899 LI jG � 1234 X5495898 W Z& \ \ IN: 6'x12'x8' � .• � r1 Rr 1960147E .• Qq 6 � z \ 75KVA , T 1'' yE 0 Ole \ V5560067 \ SE \, 10,7'x18'x8' S� �•. COMPLIANT \ � ..� V5560579 3s eg(g- �•oz/v g 9�lip ti��0 �`� ��N 2-3WAY J -BAR J899A G� '• 1234 P5365268 0� �•. J579A pURT S` 1 2 3 GS3519 1 2 3 \a TO V5560593 1-200AARUNMR �g0 •• • • • �Q� • Qo RoyT 1549466E o • oFy 0 N o 4y W C/) P5500489 1549467E IN: 100KVA NTS S� O `LOQ ASSOCIATED TD'S: INVENTORY MAP NO.'S TD# DESIGN# TYPE 27-11B-2 28-11A-9 29-11A-7 27-11B-1 28-11D-1 29-11C-1 2249378E TD1573998 1172646 RULE 20A OH REMOVAL 28-11A-2 28-11D-4 29-11C-4 3-75KVA TD1509510 1120890 RULE 20A UG INSTALL 28-11A-3 28-11D-7 29-11C-5 TD1103682 786477 RULE 20B OH REMOVAL 28-11A-6 28-11D-8 29-11C-8 SINGLE LINE LEGEND THOMAS GUIDE MAP NO.'S N CIRCUIT 1 = SNEAD 12KV o%o LAFAYETTE SUB O.C. 888-G6 O.C. 888-G7 N E 01 CIRCUIT 2 = JANUARY 12KV o%o LAFAYETTE SUB O.C. 888-H7 O.C. 918-H1 0 CIRCUIT 3 = ANNIKA 12KV o%o LAFAYETTE SUB rE6NTRACT PLANNER: BRANDON ADNAMS/ASP of PHONE: 714-893-2405 rn DISTRICTPROJ. MGR. 33 - HUNTINGTON BEACH PHONE TODD PEARCE PLANNER ED MERCADO SR NO. 714-973-5817 PHONE 714-870-3242 2125173 o DATE REVISION DESCRIPTION APPROVED DRAWN CHECKED FOREMAN TRUCK NO. P/E INVENTORY MAP NO. THOMAS GUIDE GRID NO. DESIGN NO. V SEE ABOVE I SEE ABOVE 0786472 0 z Y BY-PASS EXISTING TLM J.P.A. NO. ASSOCIATED DESIGN NO. CSD 140 N CODE CHANGE TO CHECKED %LOAD SEE ABOVE PRODUCT/SAP NO. PRODUCT/SAP NO. CT/SAP N0. PRODU o TD1103674 (20B) SEE ABOVE SEE ABOVE PROPOSED CONSTRUCTION (LOCATION) RULE 20B AD NO. 111 P 10/07/19 M. CARPENA BALBOA BLVD BETWEEN 30TH & 22ND ST NEWPORT BEACH o B 10/07/19 GO/ASP SHEET JOB NO. TYPE APPROVED BY DATE CHECKED BY DRAWN BY PAX # 1 F 11 0786472 3.01 Southern California Edison Company OF co PF l 6x00 EX. 4-4" (161') 04' 76" M3446 TO V3445 TLM DATA: V5444710 NOTE: C/ SIZE KVA CUST % LOAD -PTC REQUIRED. (ROUTE 7) EXIST 75 58.70 14 78.27 % -TRAFFIC CONTROL REQUIRED. PROP: _ _ _ -% EX: V5444710 VAULT 100+00.00 CA NEWPORT BLVD w VOLTAGE DROP: - % 1 14+92.78 CA 30TH ST - --------------------------------------------------------------- FLICKER FACTOR: - 5'x10'6"xT 1/ PRI. CIRCUIT: SNEAD 12KV 2-10" S.P. VENTS ------------------------ ------------------- SUBSTATION: - EX: 1-75KVA 12KV 1P XFMR 120/240V ---------------------------------------------------------------------------------------------- RM: 2-600A SPLICE 750 W/200A TAP 1 0 (FIG / \TS _ _ EX. 350 (105') "L) IN: 3-600A SPLICE W/200A TAP #2 T -BODY D (500/1000) oo} \ A\O� �: w EX. 1-3" (105') _ C O C HH TO RISER F------------------------- C) CD EX. 1-2" (135') HH TO HH EX. 1 /0 (45') _- ---------- ------------------- ----- EX. 1 /0 (67') » �0 EX. 1-3" (45) TS w qC HH TO RISER- » C! '�✓ - E X. 1-4" (92') EX. 1-4" (41') 14+75 M5103446 TLAT: HH TO V4710 N RISER TO HH GPS: EX. 1 /0 (111') N 33° 36' 50.47" LONG: W 117° 55' 49.77" �\ - 101+37.08 CA NEWPORT BLVD 00 14+37.39 CA ALLEY CF: M5561133 MANHOLE 3 0 1p Cdl x00 >< 5'x10'6"x7' 2 W w \ EX. 1-3" (111') T RISER O HH IN: 3-600A 2WAY SPLICE T -BODY "A" (1000) 1 -COMPOSITE CABLE RACK & GROUND KIT (4/0 BC) 12-14" CABLE HOOK EX. 2-4" (11') EX. 4-5' (46') X4708 TO P4709 \ i� F q P4709 TO RISER t 11 a ��;; SPEED 14+24 X544]08 o F =\eC o , o LIMIT _E2'6 x4 E 14+19 0 �. �5 Co��o 1p2�00 30 85444709 ^- I 0 8'x10' 0 I ( EX. 2-4" (55) ABDN CAP TO 11YIP o N EX. 3-4" (50') EX. 2-4" (174') m = TO CAP CF: 2 0 _ \ o - V4710 TO M3446 �\ 2 5" EX. . 1-4" (88') 2 280' I \ ^- 102+70.52 CA NEWPORT BLVD s I I M3446 TO X4708 M1133 TOP U PT. B SHT 3 � 0 CO (V3946 TO M1133) 10 � N � 13+89.34 CA 29TH ST � / I � � C.0G IN: 405' 3-1 /C 1000 JCN 12KV SIDEWALL I w 5 � 4' ° _" J I I I EPL PULL PRESSUREk 5' V3946 TO M1133 = 899' = 895 I o S w 50 ' M1133 TO V3946 =1719' =1694' I MAX = 2172' =1444' EXISTING = CITY OWNED SCE EASEMENT PROPERTY 3 2 5" , N Q V4710 TO M1133 _ 8' 17' 18' IN: 60' 3-1/C 1000 JCN 12KV I I 13+60 w M5561133 SIDEWALL EPL PULL PRESSURE M1133 TO V4710 =121' = 85' * -- cV L EX. 1-4" (320') CUST �� 13+52 �I 22.5' 12, V4710 TO M1133 =184' =179' MAX =2172' =1444' ® o0 w P4709 TO P2610 -)� 13+60 I __ EX: HH H946G \ 22.5'.* - - I I SPEED �I I � 13+2 x30"x30" (FULL TRAFFIC) 0 17"EX. EX. 4074851E _ L_ I LIMIT (�,� " 222 (2) 3' CF: 1 3" 25 J 2.70KW 3.00KVA -- 100-- SS 1 10 H946F TO PL21221 29TH ST) --- 3" C.O. 1-3" (31') PL TO METER (12+92) NOTE: I 3 38' H946F TO H946G I I IN: 58 3-1/C 2-1/0 & 1-#2 SERV. 221 EPL 0 50 -WORK TO BE DONE ON ASSOCIATED TD1103682. o M I IN: 41' 3-1/C 2-350 & 1-4/0 SEC. 12+98 H946F TO PL 221=144' 0.68KW o +2EPL r � I EX. H946G �' _ E 0.75KVA MAX PULL = 696CF Q EX: 4074851E POLE H946F TO H946G =147' SS SS H946G TO H946F =12T 50' CLASS 4 (2002) INSP. N/A MAX PULL =1223'-0 101 7' UNKNOWN J PULLBOX SS CF HH H946F 219 H946F TO PL 219 29TH ST) RM: 1-12KV POTHEAD W 10' ARM 30 750 / ( ) SS • 18 1/2"01"x24" (FULL TRAFFIC) 220 (2) 2.5oKw 2' C 0 1-3" (48') PL TO METER (12+68) 2.78KVA IN 61' -1/C 2-1/0 & 1-#2 SERV. 12+74 3- 1 -RISER 5" ON KICKBLOCK 1 -RISER 2-1/2" TO 2" ON KICK BLOCKS 0 I I IN: 3-6WAY SEC BARS 8.81KW H 46F EPL 1-1P HYPLUG 2-350 & 1-4 0 ( ) 0 L_ W 9.78KVA VD=2.46% � H946F TO PL 219=131' 0 FL=2 33% I MAX PULL =696, ABANDON (ABANDON) CF: - - - - - _ - �� �� POLE TO V4710 140' 1-5" 02 1 3 40' 1-5" UP 02 4 69' H946F TO H946E 216 A I _ I EPL CF:P H946F TO PL 217 = 97' 1 3" MAX PULL =696' RM: 180' 3-1/C-750 CLP-12KV �o� IN: 73' 3-1/C 2-350 & 1-4/0 SEC. 216 B - 112 12 (ABANDON) °�� oo°`°� EPL 7.54K W H946F TO H946E =177' 8.38KVA - I 217 H946F TO PL 217 29TH ST) PL TO 4.31 I 30 POLE 1 T4O CUST TG 0P 33' 1-2 1/2" UP 04 1P 1 �� SS VD=2.55% �I C.O. 1-3" (23') METER (12+63) W2 P. SS H946E TO H946F =165' * MAX PULL =1223' FL=3.09% IN: 40 3-1/C 2-1/0 & 1-2 SERV. - - 4.80KVA SS SPEED RM: 63' 3-1/C 2-350 & 1-4/0 SEC. 4 74 _ _ A� LIMIT 4/OBC 851E ss EX: HH H946D ,�,�� 215 EPL _ 17"x30"x30" (CAL TRANS) I 5' 255 1/2CF: H946D TO PL 215 = 72'o\yo� 1 3" MAX PULL =696' 2 5 214 A 2.95KVA CF: 214 B 12+18 I H946D TO PL91529TH ST) o i E142.43KW EX. H946D I C.O. 1-3" (13') PL TO METER (12+16)2.69KVA C _ZZI,IN' 30' 3-1/C 2-1/0 & 1-#2 SERV. SS S� *INVENTORY MAP NO: ASSOCIATED TD'S: SS H946E TO H946A SHT 3 _ _ IN: 161' 3-1/C 2-350 & 1-4/0 SEC. --- _ - - - 28-11A-4 28-11D-1 TD!! DESIGNS TYPE GF C5 EPL 212 5 12+10 213 I 28-11C-3 28-11D-4 TD1573998 1172646 RULE 20A OH REMOVAL 8' 1T 1T H946E TO H946A = 382' / 8' * 212 1 2 EX. 1-3" (80') � a H946E 213 1 2 / 8' �f 28-11 B-7 28-11 D-7 TD110 0 RULE 20B UG INSTALL 0 20 40 2.95KW H946A TO H946E =384' 3.27KVA H946D TO H946C - 0.92KW 1.01KVA 8' 1T 17' 682 78647 TD1103682 786477 RULE 206 OH REMOVAL **THOMAS GUIDE MAX PULL =1223' EX. 2-4/0 & 1-1/0 SEC 1 OC 888-H7, 916-H1 CF: MATCH LINE STA. 12-�00 1 3" EPL 104 31' SERSHT. UNDERGROUND SERVICE ALERT Q)3 30TH ST) H946E TO PL 210=124' C046E 3� (5) PLFL 0T0 METER (11+88) MAX PULL =696' CF: HH H946E FINAL DESIGN Dial 811 Call USA For Underground Locating E IN: 42' 3-1/C 2-1/0 & 1-#2 SERV. CF: 18 1/2"x31"x24" (FULL TRAFFIC) 2 Working Days Before You Dig E01 N 1 3" IN: 1-6WAY SEC BARS APPROVED FOR CONSTRUCTION CONTRACT PLANNER: BRANDON ADNAMS/ASP66 N 105 28' PHONE: 714-893-2405 �? EPL H946E TO PL 212 =112' H946E TO PL 212 30TH ST C.O. 1-3" (5') PL TO METER (11+91) DISTRICT PROJ. MGR. TODD PIERCE PLANNER ED MERCADO SR NO. 33-HUNTINGTON BEACH PHONE 714-973-5817 PHONE 714-870-3242 2125178 0 MAX PULL =696 IN: 39' 3-1/C 2-1/O & 1-#2 SERV. DATE REVISION DESCRIPTION APPROVED DRAWN CHECKED FOREMAN TRUCK NO. P/E INVENTORY MAP N0. THOMAS GUIDE GRID NO. DESIGN NO. SEE ABOVE SEE ABOVE 786472 0 CF: Y BY-PASS EXISTING TLM J.P.A. NO. ASSOCIATED DESIGN NO. CSD 140 z 1 3" N CODE CHANGE TO CHECKED %LOAD SEE ABOVE EPL 106 24' PRODUCT/SAP NO. PRODUCT/SAP NO. PRODUCT/SAP NO. o H946E TO PL 213=126H946E TO PL 213 29TH ST TDI 103674 (20B) SEE ABOVE SEE ABOVE MAX PULL =696' C.O. 1-3" (17') PL TO METER (11+91) F CH/SCE 11/25/19 EM/SCE MC/ASP PROPOSED CONSTRUCTION (LOCATION) IN: 45 3-1/C 2-1/0 & 1-#2 SERV. RULE 20B AD NO. 111 F SAT 03/20/17 AAA HM 53150 BALBOA BLVD BETWEEN 30TH & 22ND ST P 10/13/16 hm/ hm/dl NEWPORT BEACH o B 05/20/16 S. GOUGSA hm/ga 52823 SHEET JOB NO. TYPE APPROVED BY DATE CHECKED BY DRAWN BY PAX # 2 11 0786472 3.01 09/06/16 REVISED DRAWING TO 20 SCALE FROM 30 SCALE hm/dl hm/ Southern California Edison Company OF ib CF: 1 3" 14 18' H950E TO H950F IN: 22' 3-1/C 2-350 & 1-4/0 EPL H950E TO H950F = 44' * H950F TO H950E = 44' * MAX PULL =1223' NOTE: -3RD PARTY TO INSTALL TEMPORARY DOWN GUY PLACEMENT FOR CONSTRUCTION CF: HH H950E -WORK TO BE DONE ON ASSOCIATED TD1103682. 18 1/2"x31"x24" (FULL TRAFFIC) IN: 1-6WAY SEC BARS EX:3001390E POLE 45' CLASS 4 (1983) INSP. 2008 RM: 1 -RISER 3" 1-1P HYPLUG (2-4/0 & 1-1/0) ��E 350 1-4/p (190,) E 3001 3" SEC 390E P5532610 RISER DETAIL C.O. 72"x84" L/N 11: 3" 127 g' H950D TO PL 3010 A BALBOA BLVD C.O. 1-3" (43') PL TO METER (134+28) IN: 58' 3-1/C 2-1/0 & 1-#2 SERV. EPL H950D TO PL 3010 =122' Uj MAX PULL =ggg' M 00 M O CF: X CR 1 3" \\ w 128 7' 13"x; H950D TO PL 3012 BALBOA BLVD RM: C.O. 1-3" (34') PL TO METER (134+25 IN: 47' 3-1/C 2-1/0 & 1-#2 SERV. EPL CF; H950D TO PL 3012 = 94' 118 1 MAX PULL = 696' I IN: 1 EX:2050702E POLE 35' CLASS 3 (1978) INSP. 2010 RM: 1 -RISER 5" ON UNISTRUT 1-1P HYPLUG (2-350 & 1-4/0) NOTE: 3 SEC -WORK TO BE DONE ON ASSOCIATED TD1103682. 2050 702E RISER DETAIL I EX. (60') 1/0 & 1-#2_-c EX. H950A r 3014 0.73KW 0.81KVA w VD=2.74% X = U x w CF: NOTE: 1 3" EASEMENT REQUIRED. 0 123 76' H950F TO PL 217 30TH ST) C.O. 1-3" (7') PL TO METER (11+39) • IN° 93' 3 1 C 2 1 0& 1 2 SERV EX: 611605E POLE 45' CLASS 2 (2013) INSP. N/A NOTE: CF. HH H950F RM: 1 -RISER 2-1/2" -WORK AT BE DONE ON �� ° _ / _ / _ 1-1P HYPLUG (2-350 & 1-4/0) ASSOCIATED TD1103682. 18 1/2"x31"x24" (FULL TRAFFIC) <v EPL 2 5" /�/ (ABANDON) 0 1 H950F TO PL 217=229' MEMO POLE TO H946C IN: 1-4WAY SEC BARS ❑ 217 MAX PULL =696' SEE RUN 2 5' CIC 35' 1-2" UP 04 ° 4.68KW SHT. 2 RM: 40' 2-4/0 & 1-1/0 SEC EX. 1-4" (320') CUST / 5.20KVA CF. 1P P4709 TO P2610 ° 215 VD=2.87X I� 1.93KW �=3,7� 1 3�� NOTE: MEMO MEMO tv 0 � 2.14KVA 124 11 69' EASEMENT REQUIRED. SEE RUN 105 SEE RUN 106 611 3121 NEWPORT BLVD H950F TO PL 215 30TH ST) SHT. 2 SHT. 2 sr- / EASEMENT ENDS 0 PL C.O. 1-3" (4') PL TO METER IN: 80' 3-1/C 2-1/0 & 1-#2 SERV. MEMO IMEMO 12+03 EPL EPL SEE RUN 5 SEE RUN 104 SEE SHT. 2 H950F TO PL 215 =115' SHT. 2 SHT. 2 MATCH LINE STA. 12*00 �v 1054962H CF: H950F TO PL 213 =140' MAX PULL = 696' 11+94 0 1 3" MAX PULL =696' H950F 125 27' 213 EX: HH H946C 212 2.95KW 1 21311/2 SS 1'- ► H950F TO PL 213 30TH ST) 213 1/2 5 0.92KW 50' I C.O. 1-3" (26') PL TO METER (12+04) 3.34KW ; ` 50' 212 1/2 3.27KVA �� I IN: 58' 3-1/0 2-1/0 & 1-#2 SERV. 3.71KVA - 17"x30"x30" (FULL TRAFFIC) - --- = - _ _ 1.01KVA g' 1T �1T 8' w O 17' 17' 8' a _ 209 2 EPL ° SS SS '� i/77171771 , 5' CF: EPL I O CF: 11+85 ,� 1 3" 0 0 3001390E � T 11+82 1.31KW H950E TO PL 209=101' EX. 1-3" (MEMO) SEE SHT. 2 I I H946C TO PL 211 =86' H950E 1.45KVA 1 3 MAX PULL = 696' I 210 H946D TO H946C 6 13' MAX PULL = 204' 126 25' 210 1/2 H946C TO PL 211 29TH ST) 5.06KW 11+68 C.O. 1-3" (11') PL TO METER (11+66) 211 5' H950E TO PL 209 30TH ST) 5.62KVA EX. H946C IN: 25' 3-1/C 2-350 & 1-4/0 SEC 5.531 T� SII C.O. 1-3" (7') PL TO METER (11+66) 6.14KVA L( o SS i i IN: 3T 3-1 /C 2-1/0 & 1-2 SERV. - - - -- CF: H946C TO PL 208 = 59' 4.48KW CF' H946C TO PL 209 =189' SPEED EPL 3008 EPL L 1 3" / 209 3008 1 /2 I CF: H950E TO PL 207 =119' MAX PULL = 696' 107 7' 8' 1 3" MAX PULL = 696' I 1 MAX PULL = 696' 3.24KW 1 3" I H946C TO PL 208 30TH ST i 4.98KVA 108 37' LIMIT 3.60KVA 288 2g' C.O. 1-3" (10') PL TO METER (11+63) Cr 4> 207 A H950E TO PL 207 30TH ST) I 208 10' H946C TO PL 209 29TH ST) IN: 23 3-1 C 2-1 0& 1- 2 SERV. 25 I 207 e los 1/2 / / �` I C.O. 1-3" (12') PL TO METER (11+39) I 11+62 C.O. 1-3" (15') PL TO METER (11+41) c \ 1� 2.96KVA KW IN: 48' 3-1/C 2-1/0 & 1-#2 SERV. SSSS SS 11.12'K A - -EX. 611605E 1 l __ IN: 3-1/C 2-1/0 & 1-#2 SERV._ 205 A �� � MA 207 A 'EPL CF. -- i 207 B CF: EPL �I 950C I I 205 B CF: H946B TO PL 206 = 236' 1.85KW 1 3'> H9466 TO PL 207 =178' 1 �/ MAX PULL = 696' 1 3" MAX PULL = 69C 3.18KW 1 3" � � 2.06KVA 110 45' �) I 3.54KVA 206 c kFFIC 16 125' 109 51' CATV HH's H946B TO PL 207 29TH ST) BARS H950C TO H950E 206 1/2 H946B TO PL 206 30TH ST FOUND IN FIELD C.O. 1-3" (5') PL TO METER (11+38) I IN: 129 3-1/C 2-350 & 1-4/0 SEC. SPEED 1.57KW C.O. 1-3" (29') PL TO METER (11+39) NOT ON PLANS IN: 56' 3-1/C 2-1/0 & 1-2 SERV. S 173KVA IN° 86 3-1 C 2-1 0 & 1- SERV 2 / / 1(I *FEEDING NORTH TLM DATA: V5543946 SIZE KVA CUST % LOAD PROP 75 72_56 38 96.75 VOLTAGE DROP: 2.55% FLICKER FACTOR: 3.09% PRI. CIRCUIT: SNEAD 12KV SUBSTATION: LAFAYETTE SUB ADDRESS METER NUMBER 201 29TH ST 222010-861159 201 1 2 29TH ST 222010-861156 203 29TH ST 222010-826605 205 A 29TH ST 222010-826604 205 B 29TH ST 222010-826607 207 A 29TH ST 222010-826631 207 B 29TH ST 222010-826628 209 29TH ST 222010-826629 211 29TH ST 222010-826630 213 29TH ST 222010-826652 213 1/2 29TH ST 222010-826653 215 29TH ST 222010-826655 215 1/2 29TH ST 222010-826654 217 29TH ST 222010-861204 217 1/2 29TH ST 222010-861207 219 29TH ST 222010-776458 221 29TH ST 222010-861205 200 30TH ST 222014-020292 202 30TH ST 222010-811778 202 1/2 30TH ST 222010-811777 204 30TH ST 222010-855263 204 1/2 30TH ST 222010-811776 206 30TH ST 222010-867843 206 1/2 30TH ST 222010-811779 208 30TH ST 222010-867841 208 1/2 30TH ST 222010-867840 210 30TH ST 222010-855189 210 1/2 30TH ST 222010-855229 212 30TH ST 222010-855188 212 1/2 30TH ST 222010-855230 214 A 30TH ST 222010-811706 214 B 30TH ST 222010-867842 216 A 30TH ST 222010-811707 216 B 30TH ST 222010-811704 220 30TH ST UNIT 1 222010-861180 220 30TH ST UNIT 2 222010-811705 222 30TH ST UNIT 1 222010-861182 222 30TH ST UNIT 1 222010-861183 *FEEDING NORTH TLM DATA: V5543946 SIZE KVA CUST % LOAD EXIST 100 93.3 38 93.30 VOLTAGE DROP: 2.36% FLICKER FACTOR: 2.37% PRI. CIRCUIT: SNEAD 12KV SUBSTATION: LAFAYETTE SUB ADDRESS METER NUMBER 126 30TH ST 222010-855204 126 1/2 30TH ST 222010-855205 124 30TH ST 222010-855206 124 1/2 30TH ST 222010-855207 122 30TH ST 222010-855183 122 1/2 30TH ST 222010-855181 120 30TH ST 222010-855243 120 1/2 30TH ST 222010-855242 118 30TH ST 222010-855260 118 1 2 30TH ST 222010-855237 116 30TH ST 222010-855182 116 1/2 30TH ST 222010-855240 112 30TH ST 222010-257992 112 A 30TH ST 222011-336860 112 B 30TH ST 222013-892102 214 1/2 29TH ST 222010-855236 216 29TH ST 222001-855241 216 A 29TH ST 222010-855261 216 B 29TH ST 222010-686137 218 29TH ST 222011-338826 201 28TH ST 222010-424325 203 28TH ST 222010-686139 203 1/2 28TH ST 222010-686183 123 1/2 29TH ST 222010-686181 121 29TH ST 222010-686180 121 1/2 29TH ST 222010-686182 119 29TH ST 222010-686184 119 1/2 29TH ST 222010-632594 117 29TH ST 222014-128380 115 29TH ST 222014-136658 113 29TH ST 222010-855193 113 1/2 29TH ST 222010-277129 111 29TH ST 222010-855195 109 A 29TH ST 222010-686112 109 B 29TH ST 222010-686113 109 EV 29TH ST 222010-507608 107 A 29TH ST 222010-686114 107 B 29TH ST 222010-686115 n EPLii,/x,_ HH H950C 1 H950C TO H950E =259' * - - - - - - NOTE: CF: CFes ( ) *25 1 3" 204 1.73KW CF: EPL &884' 3" -PTC REQUIRED. (ROUTE 7) 2"x31"x24' FULL TRAFFIC H950E TO H950C =259' 204 1/2 1.92KVA-TRAFFIC CONTROL REQUIRED. 6WAY SEC BARS I 203 A MAX PULL =1223' 111 26' �� ; _ 1 3" H9466 TO PL 205= 81' -VAULT INSTALLED ON 20A TD1509510. 4 30TH 777777/ ii,' ' 6 60KW o of C.O. 11203 B 83"0(10') PLO TO METER (11+38) CF: HH H946B I Z I H946B T01 PL 8205 29TH ST) MAX PULL =696' H946B TO o IN: 87' 3-1/C H24350 & 1-4/0 SEC. -RCS TO BE INSTALLED ON POS. 1. 0 7.33KVA o r IN: 42 3-1/C 2-1/0 & 1-12 SERV. 18 1/2"x31"x24" (FULL TRAFFIC) % C.O. 1-3" (21') PL TO METER (10+91) 205 A + EPL : F' EPL H946B TO PL 204=121' IN: 1-6WAY SEC BARS 10+97 IN: 35' 3-1/C 2-1/0 & 1-#2 SERV. 205 B H946B TO H946C =348'EX: V5543946 VAULT 3 H946B 2.76KW H946C TO H946B =239 #O 7'x18'x8' TUB STYLE MAX PULL -696' MAX PULL =1 //////77777777777777 3010 A 3010 B TD1509510 INSTALL ON 1 3" SS - - - - -'� __ - - _ 2-6 GRADE RINGS ( ) 3.58KW 3.58KW I /� _ _ 85 25' 3.98KVA 3.98KVA CF: EPL 2-8" S.P. VENTS 30127 EX. 1-4" (30' H946B TO P U PT. B 8' 77� 7-7 ) EPL CF: EX. 1-3" (15') EX. 2-5" (127 ( ) - H950J TO H950A IN: 27 2-350 & 1-4 0 ) 1 3" H946A TO PL 203=85' EX: 1-6WAY RAM SWITCH GS4108 3012 / H946A TO PL 202 = 77' H946A TO CAP V3946 TO CAP 114 g' MAX PULL = 696' L 1-3WAY J -BAR (J946A) NOTE: INSTALLED ON I 3-1/C 2-4/0 & 1-1/0 SEC (H946B TO H946A) 1 3" 10+65 u 3012 1/2 ' - EPL MAX PULL =696' H946A TO PL 203 29TH ST) 1-100KVA, 120/240 FUSED D/END W/#1/0CLP TD1509510 EX. 1-3" 291' 113 18' EX. 4829279E 2' = H946B TO H946A =58' C.O. 1-3" 20' PL TO METER 10+66 CR: 1-13 x24 x24 HH 046K 46M 1.22KVA EX. 1-3" (76') V3950 TO(H950B x I 202 H946A TO PL 202 30TH ST 10+75 ( ) ( ) 203 H946A TO H9466 =60' * 202 1/2 C.O. 1-3" 7' PL TO METER 10+67 I .. IN: 35' 3-1/C 2-1/0 & 1-2 SERV. 1 90KW 1-10 1/2"X17" HH � H9506 TO H950D 5 � 201 A 3-1/C 2-350 & 1-4/0 SEC. X = w MAX PULL 1223' 1 1.90Kw ( ) ( ) I I P/U PT B 2.11 KVA I o RM: 2-600A ELBOW 1000 (FIG. D) (POS. 1) w 201 B CF: IN: 31 3-1 C 2-1/0 & 1- 2 SEhi�l, ' 10+62 [NOTTEINSTALLED ON 2.12KVA / � �' .. ' ..�� II2-4WAY SEC BAR 1.08KWEX. H950C 10 SS 1 3' - SS N o 1.2oKVA 201 EPL I CF: 6-18 1/2"x31"x24" HH (H946B) '' v + 134+76 116 12 (H946E, H946F-SEE SHEET 2 o , o CF: 201 1 /2 H946A TO PL 201= 79' i��, �, 611604H� H946A TO PL 200 30TH ST --- -' PULL -696 (H946J, H946K, H946M-SEE SHEET 4) - - ' PER FIM -�- } -CITY SL --- = C.O. 1-3" (38') PL TO METER (10+59) X• HH H946A 10+59 1 3°° 1.4 KW MAX - IN: 1-CLEAVELAND PRICE 1WAY UAD TO AUTO POS. 1 _ �6„ G z 46 1.58KVA / ( ) -�° - -- - w = ' / /H9 A 115 7' z SN: ------------- +- - o �_ - v, IN: 55 3-1 C 2-1 0 & 1- 2 SERV. C x 18 1/2"x31"x24' (FULL TRAFFIC) 2'---777,_ -z H946A TO PL 201 29TH ST) X 1-75KVA 12KV FUSED DE W LBE 1 0 120 240V 10 3W - 1=- P5543949 u, w w z EPL I IN: 1-6WAY SEC BARS _ / / / / - - - � � �' I I z ��H946A TO PL 200 =110' 200 N � x x C.O. 1-3" 21' PL TO METER 10+64 ``' TY SC �z NOTE: INSTALLED ON ( ) ( ) SN: -- 00000 w MAx PULL =696' 0 64Kw w w IN: 34' 3-1/C 2-1/0 & 1-#2 SERV. ss 2-600A ELBOW 1000 W 200A TAP LBE 1 0 FIG. C P w f 0.71KVA -- A D1509510 �� 3-600A 2WAY SPLICE T -BODY (1000 VC SS___ - P*'VVw 2-200A LBE 1/0 (J -BAR) TD1509510 - --- MAX = 2172 -1444 °o x w E E E E ---T---- T --- S -- CITY SL C) PgA127 , , EPL rn °o "' 8 W EPL 127 1 /2 CF V3950 TO H950J =1057' z + + * CF: v, _ _ 3.21 KW H950J TO V3950 = 823' * _ F_ M I H950G TO H950H =115' ,� o �I 1 3" + M w + 3.57KVA MAX PULL =1223' ,� n z > r H950H TO H950G =129' 1 3" w w 7 281 w SS MAX PULL 126 =1223' 17 55' r'� V3950 TO H950J �r 126 1/2 H950G TO H950H IN: 281' 3-1/C 2-350 & 1-4/0 SEC. u 5.82KW IN: 55' 3-1/C 2-350 & 1-4/0 SEC. V 6.46KVA CF; LA 9+30 125 A EPL EPL H950G TO PL 124 =133' 1 3" EX. H950G 125 B CF: H950G TO PL 125 =112' MAX PULL =6g6' 130 32' 31851KA 1 31, MAX PULL =696' H950G TO PL 124 31ST ST 4' 11 M 129 23' u I G O i 124 C.O. 1-3" (5') PL TO METER (9+06) H950TPL (125 30TH ST) v C 0 1-3" (5') PL TO METER (9+06) E E E E EX. 1-3'E(39') E E 1 w NOTE: POLE TO BE r^ V3946 TO H946H ii REMOVED ON TD1573998. (39') 3-1/C 2-350 & 1-4/0 J CF: CITY SL CITY SL N r -CITY SL � ���1I ^^may 1 3" CF. ,�� `✓ w z 11 35' n �/ - 1 3" w / / 3' ( ) Co H946J TO H946H °O o-- H946J TOP U PT. C rn 12 66' r) U, = w w IN: 83 3-1/C 2-350 & 1-4 0 SEC. s EX. 1-3" 15' +� (V3946 TO H946J) 126 I H946HXX+XX H9461 IN: 70' 3-1/C 2-350 & 1-4/0 SE(rr' ``' 1� SS EPL 126 1/2 EX. 4-5" (36') P�U PT -C" 127 B EPL V3946 TO H946J =243' * 3.70KW EX. 2-3" (36') 4.74KW H946J TO H946H =269' o SS o H946J TO V3946 -162' H946H TO H946J = 205' * = o 4.12KVA V3946 TO CAP 5.27KVA `� cA MAX PULL =1223' _ _ MAX PULL _ __ --- SS C O Q CF: F V 125 A 2.81 KW 1 3" 125 B 3.13KVA Ic a�P� 118 46' 117 40' 124 H950H TO PL 124 30TH ST (� H946H TO PL 125 29TH ST) SS 124 1/2 C.O. 1-3" (18') PL TO METER (9+29) � CF: HH H946J C.O. 1-3" (11') PL TO METER (9+29) I 124 1/2 IN. 48 3-1/C 2-1/0 & 1-2 SERV. 5 4.29KA IN: 70' 3-1/C 2-1/0 & 1-2 SERV. 18 1/2"x31"x24" (FULL TRAFFIC) IN: 57' 3-1/C 2-1/0 & 1-2 SERV. SS EPL 5 IN� 1-6WAY SEC BARS EPL 3.12KW IN: 3T 3-1/C 2-1/0 & 1-2 SERV. I H950L TO PL 124 = 236' 9}' 95 H946H TO PL 125 = 212' 8' 17' i6' 9' /', 8' 1T 1T 8' 3.47KVA ��� 8� �� 1T 1T 8' MAX PULL = 696' MAX PULL = 696' SS -- -- -- SS 150' -- NOTE:94-C1 MA TCH LINE STA. 9*00 MA TCH LINE STA. 9*00 INSTALLED ON 20A TD1509510. MATCH LINE STA. OO 1 3 EPL 120 35' SEE SHT 4 SEE SHT• 4 Ex: HH H950G NOSTALLED ON 20A TD1509510. C1 CF: H946J LPL 121 =69 ' T. SEE SHT. 4 H946J TO PL 121 29TH ST) 1 3" EPL 1 3" C.O. 1-3" (6') PL TO METER (8+78) MAX PULL =696' 18 1/2"x31"x24" (FULL TRAFFIC) 119 13' H946J TO H946K =265' 13 65' IN: 47' 3-1/C 2-1/0 & 1-#2 SERV. EX: P5543949 PAD H946J TO H946K NOTE: C.O.46J 30 (111') PL TO METER (9+03) MAXPU0 H946J _1223, *IN: 68 3-1/C 2-350 & 1-4 SEC. -PTC REQUIRED. (ROUTE 7) 48"x54" CONCRETE EX:1881201 E POLE� CF: -TRAFFIC CONTROL REQUIRED. EX: 1 -CAP DEAD FRONT PM 1800 KVAR 12KV IN: 29' 3-1/C 2-1/0 & 1-#2 SERV. CF: 1 3" -VAULT AND TRANSFORMERS 55 CLASS 3 (1970) INSP. 2010 EPL 122 30' EPL TLM DATA: V5543950 (NORTH) SIZE KVA CUST % LOAD EXIST 50 38_54 21 77.08 % VOLTAGE DROP: 2.87% FLICKER FACTOR: 3.72 % PRI. CIRCUIT. SNEAD 12KV SUBSTATION: - ADDRESS METER NUMBER SEE 20A FOR ADDRESS LIST 1 3" TL3-200A LII 1/0 M DATA: V5543950 (SOUTH) INSTALLED ON 20A TD1509510. RM: 1 -RISER 3" H946J TO PL 122=54' H946J TO PL 120 30TH ST) H946J TO PL 120 =133' EPL SIZE KVA CUST %LOAD 1-1P HYPLUG (2-4/0 & 1-1/0) MAX PULL =696' 121 26 C.O. 1-3" (7') PL TO METER (8+79) MAX PULL =696' FINAL DESIlGiN EXIST 75 66.37 38 8R 4Q % EX: V5543950 VAULT n H946J LPL 123=124' H946J TO PL 123 29TH ST _ MAX PULL =696' 11 1 IN: 43 3-1/C 2-1/0 & 1-#2 SERV. VOLTAGE DROP: 2.78% FLICKER FACTOR: 2.86% PRI. CIRCUIT: SNEAD 12KV SUBSTATION: - ADDRESS I METER NUMBER SEE 20A FOR ADDRESS LIST 7'x18'x8' (TUB STYLE) 2-6" GRADE RINGS 2-8" S.P. VENTS EX: 3-600A 4WAY JBAR (J950A) 1-75KVA 12KV FUSED DE 120/240V 10 3W 1-50KVA 12KV FUSED DE 120/240V 10 3W CR: 1-13"x"x24" HH (H950C) RM: 1-6WAY SEC BAR CF: 6-18 1/2"x31"x24" HH (H950C, H950E, H950F) ( IN: 396 0A FSHEET ) ELBOW 1000 (FIG D)( OS. 4) 6-6WAY SEC BAR NOTE: C.O. 1-3 (9 ) PL TO METER (8+82) -WORK TO BE DONE ON IN: 41' 3-1/C 2-1/0 & 1-#2 SERV. APPROVED F O R CONSTRUCTION 1881 (ABANDON) ASSOCIATED TD1103682. DISTRICT PROJ. MGR. TODD PIERCE PLANNER ED M 201E EX. 1-3" (3') 33-HUNTINGTON BEACH PHONE 714-973-5817 PHONE 714- 1201E TO H946H *INVENTORY MAP NO: DATE REVISION DESCRIPTION APPROVED DRAWN CHECKED FOREMAN TRUCK N0. JP/E INVENTORY MAP N0. THOMAS RISER DETAIL RM: 43' 3-1/C 2-4/0 & 1-1/0 SEC 28-11A-4 28-11D-1 SEE ABOVE I SEE i L/N 28-11C-3 28-11D-4 28-116-7 28-11D-7 CSD 140 Y BY-PASS EXISTING _ TLM - �� N CODE CHANGE TO CHECKED %'I CO) **THOMAS GUIDE PRODUCT/SAP NO. 2-200A LOADBREAK ELBOW W BUSHING 1/0 XFMR OC 888-H7, 916-H1 ®� -_ --_ -- P o --------- -----5 47�- M W - `` CH/SCE 11/25/19 v MC/ASP EX. 1-3" (107') ASSOCIATED TD'S: y 1-4WAY SEC BAR (XFMR) (ADDED FROM USA MARKINGS) 7 � `J AAA P RECD E OF L_A•1•U•R R' 53150 RULE \ w V3946 TO H946A BALBO� TD# DESIGN# TYPE 6-6WAY INS BARS C P '" hm/ hm/dl 1 S» H� �E TD1573998 1172646 RULE 20A OH REMOVAL 12" AC W B IN: 107' 3-1/C 2-350 & 1-4 �. 1 �' 52823 NEWP01 MI: 20' 3-1/C 1/0 JCN 12KV OTE: INSTALLED ON 1!M1 RULE 20A UG INSTALL 1 SPEED I W NOTE: INSTALLED ON TD1509510 I 04 N TD1103682 786477 N EPL V3946 TO H946A = 224' * TYPE APPROVED BY DATE M DRAWN BY CF: RCS 4108 NOTE: INSTALLED ON 509510 09/06/16 REVISED DRAWING TO 20 SCALE FROM 30 SCALE hm/dl hm/ Southern California Edison Company <� EX. 2-5" (298') 136+05.46 C/L BALBOA BLVD , + _ H946A TO V3946 - 245' TD1509510 CF' LIMIT 10+00.00 C/L 30TH STREET t2 MAX PULL =1223" 1 4" 18"X32"X8" V3950 TO H950A 133+55.74 C/L BALBOA BLVD V3946 TO P3949 - 137+30.46 C L BALBOA BLVD / g 31' POURED IN PLACE 10+00.00 C/L 31ST STREET 0 - 0 10+00.00 C/L ALLEY TO 1-#2 133+00 w 134+00 - 135+00 136+0 _ CF: 137+00 w - 13 + 00 IN: 35' 31 /C 2R /0 & _ O R/W _ - Cj NOTE: INSTALLED ON10 TD1509510 387> 138+55.54 C/L BALBOA BLVD END POINT TESTING CIA R.R• A iP M 153/47-49 ��LBO� Bl P IN: 433' V0062 TO P U PT. C 3-1/C 1000 JCN JANUARY 12K1n (2 RUNS) 10+00.00 C L 29TH STREET CA29TH EX. 4-5" (242') schedule End Point Testing (EPT), call the EPT Hotline M i� EX. 2-5" 432' ( ) RECD PER 134+80.60 C L BALBOA BLVD / / {� s� V3946 TO V3947 at (714) 285-4325, 7:00 AM to 4:00 PM, Mon. - Fri. �'- J N �n cv V3950 TO V3946 10+00.00 C/L ALLEY (V3946 TO V0062) (JANUARY 12KV) If the test needs to be performed after hours, �� TO 8" W (ABAND.) - 8" W (ABAND.) EPL PULL SIDEWALL PRESSURE _ _ - _ Z + V M + Z j + + a' _ EPL STRAIGHT PULL pease state the d andapproximate t meframe. yi V5543943 a, X. 1-3' 278' ;_, ( ) EX. 1-3" (202') ---------------- --------- � '� V3946 TO V0062 = 2153' _ = 783' `V E _ 0) � '� > a r%� � V3947 = 242 V3946 TO ' D17 Rev 12/01/09 if J NOTE: INSTALLED ON - '�' V3950 TO P U PT. A / V3950 TO H950E (202') 3-1/C 2-350 & 1-4/0 - - _ _ ___------------- 1 V0062 TO V3946 =1402' _ =1397 * ^ _ 1 Q w _ ``' LO > _ V3947 TO V3946 - 242' MAX PULL = 2172' Qj TD1509510 - --- MAX = 2172 -1444 °o x w E E E E ---T---- T --- S -- CITY SL C) PgA127 , , EPL rn °o "' 8 W EPL 127 1 /2 CF V3950 TO H950J =1057' z + + * CF: v, _ _ 3.21 KW H950J TO V3950 = 823' * _ F_ M I H950G TO H950H =115' ,� o �I 1 3" + M w + 3.57KVA MAX PULL =1223' ,� n z > r H950H TO H950G =129' 1 3" w w 7 281 w SS MAX PULL 126 =1223' 17 55' r'� V3950 TO H950J �r 126 1/2 H950G TO H950H IN: 281' 3-1/C 2-350 & 1-4/0 SEC. u 5.82KW IN: 55' 3-1/C 2-350 & 1-4/0 SEC. V 6.46KVA CF; LA 9+30 125 A EPL EPL H950G TO PL 124 =133' 1 3" EX. H950G 125 B CF: H950G TO PL 125 =112' MAX PULL =6g6' 130 32' 31851KA 1 31, MAX PULL =696' H950G TO PL 124 31ST ST 4' 11 M 129 23' u I G O i 124 C.O. 1-3" (5') PL TO METER (9+06) H950TPL (125 30TH ST) v C 0 1-3" (5') PL TO METER (9+06) E E E E EX. 1-3'E(39') E E 1 w NOTE: POLE TO BE r^ V3946 TO H946H ii REMOVED ON TD1573998. (39') 3-1/C 2-350 & 1-4/0 J CF: CITY SL CITY SL N r -CITY SL � ���1I ^^may 1 3" CF. ,�� `✓ w z 11 35' n �/ - 1 3" w / / 3' ( ) Co H946J TO H946H °O o-- H946J TOP U PT. C rn 12 66' r) U, = w w IN: 83 3-1/C 2-350 & 1-4 0 SEC. s EX. 1-3" 15' +� (V3946 TO H946J) 126 I H946HXX+XX H9461 IN: 70' 3-1/C 2-350 & 1-4/0 SE(rr' ``' 1� SS EPL 126 1/2 EX. 4-5" (36') P�U PT -C" 127 B EPL V3946 TO H946J =243' * 3.70KW EX. 2-3" (36') 4.74KW H946J TO H946H =269' o SS o H946J TO V3946 -162' H946H TO H946J = 205' * = o 4.12KVA V3946 TO CAP 5.27KVA `� cA MAX PULL =1223' _ _ MAX PULL _ __ --- SS C O Q CF: F V 125 A 2.81 KW 1 3" 125 B 3.13KVA Ic a�P� 118 46' 117 40' 124 H950H TO PL 124 30TH ST (� H946H TO PL 125 29TH ST) SS 124 1/2 C.O. 1-3" (18') PL TO METER (9+29) � CF: HH H946J C.O. 1-3" (11') PL TO METER (9+29) I 124 1/2 IN. 48 3-1/C 2-1/0 & 1-2 SERV. 5 4.29KA IN: 70' 3-1/C 2-1/0 & 1-2 SERV. 18 1/2"x31"x24" (FULL TRAFFIC) IN: 57' 3-1/C 2-1/0 & 1-2 SERV. SS EPL 5 IN� 1-6WAY SEC BARS EPL 3.12KW IN: 3T 3-1/C 2-1/0 & 1-2 SERV. I H950L TO PL 124 = 236' 9}' 95 H946H TO PL 125 = 212' 8' 17' i6' 9' /', 8' 1T 1T 8' 3.47KVA ��� 8� �� 1T 1T 8' MAX PULL = 696' MAX PULL = 696' SS -- -- -- SS 150' -- NOTE:94-C1 MA TCH LINE STA. 9*00 MA TCH LINE STA. 9*00 INSTALLED ON 20A TD1509510. MATCH LINE STA. OO 1 3 EPL 120 35' SEE SHT 4 SEE SHT• 4 Ex: HH H950G NOSTALLED ON 20A TD1509510. C1 CF: H946J LPL 121 =69 ' T. SEE SHT. 4 H946J TO PL 121 29TH ST) 1 3" EPL 1 3" C.O. 1-3" (6') PL TO METER (8+78) MAX PULL =696' 18 1/2"x31"x24" (FULL TRAFFIC) 119 13' H946J TO H946K =265' 13 65' IN: 47' 3-1/C 2-1/0 & 1-#2 SERV. EX: P5543949 PAD H946J TO H946K NOTE: C.O.46J 30 (111') PL TO METER (9+03) MAXPU0 H946J _1223, *IN: 68 3-1/C 2-350 & 1-4 SEC. -PTC REQUIRED. (ROUTE 7) 48"x54" CONCRETE EX:1881201 E POLE� CF: -TRAFFIC CONTROL REQUIRED. EX: 1 -CAP DEAD FRONT PM 1800 KVAR 12KV IN: 29' 3-1/C 2-1/0 & 1-#2 SERV. CF: 1 3" -VAULT AND TRANSFORMERS 55 CLASS 3 (1970) INSP. 2010 EPL 122 30' EPL TLM DATA: V5543950 (NORTH) SIZE KVA CUST % LOAD EXIST 50 38_54 21 77.08 % VOLTAGE DROP: 2.87% FLICKER FACTOR: 3.72 % PRI. CIRCUIT. SNEAD 12KV SUBSTATION: - ADDRESS METER NUMBER SEE 20A FOR ADDRESS LIST 1 3" TL3-200A LII 1/0 M DATA: V5543950 (SOUTH) INSTALLED ON 20A TD1509510. RM: 1 -RISER 3" H946J TO PL 122=54' H946J TO PL 120 30TH ST) H946J TO PL 120 =133' EPL SIZE KVA CUST %LOAD 1-1P HYPLUG (2-4/0 & 1-1/0) MAX PULL =696' 121 26 C.O. 1-3" (7') PL TO METER (8+79) MAX PULL =696' FINAL DESIlGiN EXIST 75 66.37 38 8R 4Q % EX: V5543950 VAULT n H946J LPL 123=124' H946J TO PL 123 29TH ST _ MAX PULL =696' 11 1 IN: 43 3-1/C 2-1/0 & 1-#2 SERV. VOLTAGE DROP: 2.78% FLICKER FACTOR: 2.86% PRI. CIRCUIT: SNEAD 12KV SUBSTATION: - ADDRESS I METER NUMBER SEE 20A FOR ADDRESS LIST 7'x18'x8' (TUB STYLE) 2-6" GRADE RINGS 2-8" S.P. VENTS EX: 3-600A 4WAY JBAR (J950A) 1-75KVA 12KV FUSED DE 120/240V 10 3W 1-50KVA 12KV FUSED DE 120/240V 10 3W CR: 1-13"x"x24" HH (H950C) RM: 1-6WAY SEC BAR CF: 6-18 1/2"x31"x24" HH (H950C, H950E, H950F) ( IN: 396 0A FSHEET ) ELBOW 1000 (FIG D)( OS. 4) 6-6WAY SEC BAR NOTE: C.O. 1-3 (9 ) PL TO METER (8+82) -WORK TO BE DONE ON IN: 41' 3-1/C 2-1/0 & 1-#2 SERV. APPROVED F O R CONSTRUCTION 1881 (ABANDON) ASSOCIATED TD1103682. DISTRICT PROJ. MGR. TODD PIERCE PLANNER ED M 201E EX. 1-3" (3') 33-HUNTINGTON BEACH PHONE 714-973-5817 PHONE 714- 1201E TO H946H *INVENTORY MAP NO: DATE REVISION DESCRIPTION APPROVED DRAWN CHECKED FOREMAN TRUCK N0. JP/E INVENTORY MAP N0. THOMAS RISER DETAIL RM: 43' 3-1/C 2-4/0 & 1-1/0 SEC 28-11A-4 28-11D-1 SEE ABOVE I SEE i L/N 28-11C-3 28-11D-4 28-116-7 28-11D-7 CSD 140 Y BY-PASS EXISTING TLM N CODE CHANGE TO CHECKED %'I CO) **THOMAS GUIDE PRODUCT/SAP NO. PRODUCT/SAP NO. OC 888-H7, 916-H1 TD1103674 (2013) SEE ABOVE F CH/SCE 11/25/19 EM/SCE MC/ASP PROPOSED ASSOCIATED TD'S: F SAT 03/20/17 AAA HM 53150 RULE BALBO� TD# DESIGN# TYPE P 10/13/16 hm/ hm/dl TD1573998 1172646 RULE 20A OH REMOVAL B 05/20/16 S. GOUGSA hm/ga 52823 NEWP01 TD1509510 1120890 RULE 20A UG INSTALL SHEET TD1103682 786477 RULE 20B OH REMOVAL TYPE APPROVED BY DATE CHECKED BY DRAWN BY PAX # 3 09/06/16 REVISED DRAWING TO 20 SCALE FROM 30 SCALE hm/dl hm/ Southern California Edison Company Pc a 2 v�. 0 20 40 UNDERGROUND SERVICE ALERT Dial 811 Call USA For Underground Locating 2 Working Days Before You Dig (8+81) 107 (VO062 TO V5833) SIDEWALLEX. 1 - 73- (8+81) - <_ EX: HH H9501 MEMO MEMO CF: HH H950H 11 11 +N SEE RUN 17 SEE RUN 5 _ =659' = CAP TO HH MATCH LINE SHT. 9100 MATC SINE STA. 9 )o � E SHT. ty " 'µ��Y A'Pu MATCH -"CE Stfl. J LINE STA. 9+00 NOTE: -WORK TO BE DONE ON ASSOCIATED TD1103682. EX:2020836E POLE 40' CLASS 5 (1973) INSP. 2010 RM: 1 -RISER 3" 1-1P HYPLUG (2-1/0 & 1-#2) SPEED LIMIT 25 2020 836E (ABANDON) EX. CIC (5) RISER DETAIL 0836E TO H9501 L/N RM: 38' 3-1/C 2-1/0 & 1-#2 SEC NOTE: -WORK TO BE DONE ON ASSOCIATED TD1103682. EX:4705417E POLE _ 40' CLASS 5 (1973) INSP. 2010 RM: 1 -RISER 3" 1-1P HYPLUG (2-350 & 1-4/0) 5417E TO H950L 33'1-3"UP 98 ((ABC NDON) RM: (38') 3-1/C 2-4/0 1-1/0 1P 4705 417E 0 - 78E EX: 1503078E POLE (ABANDON) 50' CLASS 4 (2019) INSP. N/A EX. CIC (5) RISER DETAIL RM: 1 -RISER 3" RM7838' 2 4/0 do 1-1/0 SEC L/N 1-1P HYPLUG (2-4/0 & 1-1/0) SEE SHT. 3 MATCH LINE STA. 9+00 LFL I L1+ 1.00r\vvEX. H950H 123 1/2 5.27KVA H950H TO PL 123=29' MEMO 1 ° Imo` 1 3" �« SS H950H TO H9501 =32' * 1 3" 124 1/2 1.87KVA 5' 1 3" 8' 17' 17 8' If 122 123 1/2 MEMO 8' MAX PULL =696' SHT. 3 17' 8' I~ H9501 TO H950H =32' 18 14' S 132 10' 4.13KW 5 SEE RUN 121 2.56KW * : - 122 1 2 SEE RUN 13 MAX PULL =1223' H950H TO H9501 + H950H TO PL 123 30TH ST) SS SS SHT. 3 2.84KVA 4.59KVA 1 3" IN: 16' 3-1/C 2-350 & 1-4/0 SEC. EX. H9501 4 C.O. 1-3" (6') PL TO METER (8+81) NOTE: 1 3" EASEMENT REQUIRED MEMO i IN: 15 3-1/C 2-1/0 & 1-#2 SERV - - SER U 120 MEMO - - - - 121 1.9OKW EPL CR: HH H946K 120 S%� Up 122 F: CF: EPL C 120 2.20KW 121 1/2 2.12KVA H950H TO PL 121 = 43' 10%%17" CONCRETE 120 1/2 " 121 H9501 TO PL 120 = 25' 1 3" 120 1 2 2.45KVA I 1 3" RM: 3-4WAY SEC BARS 5.17KW I \ MAX PULL =696' 131 7' / 133 6' MAX PULL =696' CF: HH H946K 5.75KVA 121 1/2 EX. CIC (5') 3 6.35KW a H9501 TO PL 120 31ST ST 8+79 POLE TO HH H950H TO PL 121 30TH ST) » C.O. 1-3" 5' PL TO METER 8+77 a C.O. 1-3" 5 PL TO METER 18 1/2'x31 x24" (FULL TRAFFIC) 8+54 7.06KVA ( ) ( ) EX. 2020836E;' v ( ) (8+77) IN: 1-6WAY SEC BARS EX. 1503078E IN: 18' 3-1/C 2-1/0 & 1-#2 SERV EX. H9 OJ IN: 17' 3-1/C 2-1/0 & 1-#2 SERV �� �s Ss i-- -- - -- -- -- -- F EPL CF: 119 3.30KW EPL I EPL CF: C1 3" H946K TO PL 119=43' H946K TO PL 118 = 25' 8+53 EPL 1 3" 119 1/2 3.66KVA CF: H950J TO PL 119 = 40' MAX PULL = 696' 1 3" EX. H946K MAX PULL = 696' �l 140 14' H950J TO PL 118 = 43' 134 12' 1 3" MAX PULL = 696' 139 5' H946K TO PL 119 29TH ST) MAX PULL = 696' H950J TO PL 118 31ST ST I w I 135 5' 119 H946K TO PL 118 30TH ST C.O. 1-3" 10' PL TO METER 8+53 118 � ( ) ( ) S� C.O. 1-3" (5) PL TO METER (8+53) I I H950J TO PL 119 30TH ST 119 1/2 ) 118 1/2 C.O. 1-3" (5') PL TO METER (8+53) I IN: 29' 3-1/C 2-1/0 & 1-,�2 SERV. 118 2.39KW IN: 22 3-1/C 2-1/0 & 1-#2 SERV. 4.91KW C.O. 1-3" (7') PL TO METER (8+53) 3.28KW IN: 14 3-1/C 2-1/0 & 1-#2 SERV 4'x4' "�� 118 1/2 2.68KVA o IN: 21' 3-1 /C 2-1/0 & 1-2 SERV. SS SS 3.65KVA CF: ° I 5.45KVA - - - - - - - - - - - EPL 1 3" CF: EPL H946K TO H946L = 334' 24 69' H946K TO PL 117 = 203' (8+55) 116 ? H946L TO H946K =332' * H946K TO H946L 1 3" MAX PULL =696' 116 , 2 I CF: HH H950J SS q MAX PULL =1223' _ I / IN: 71 3-1/C 2-350 & 1 4/0 SEC. 141 42' 2.51KW 117 17x30x24 CALTRANS I I 116 I 3 �,- H946K TO PL 117 29TH ST) I 2.79KVA I 117 1/2 IN: 1-6WAY SEC BARS 116 1/2 117 C.O. 1-3" (10') PL TO METER (8+22) SS (� 3.58KW (8+02) 4.23KW VD=1.35% 8+02 2.00KW FL=1.71% EX. H946L IN: 5T 3-1/C 2-1/0 & 1-#2 SERV. 3.98KVAEX: HH H946L 4.70KVA 2.35KVA EPL 0 17"x30"x24" FULL TRAFFIC) - 115 CF: EPL c� o EPL CF: !,< I * o ( '' H946L TO PL 115 =153' _ + CF: H950J TO H950K =219' + - IN: 1-6WAY SEC BARS 112 1.00KW 1 3" 00 QQ Q 00 + MAXOPU O PL 114 =26060' 136 62'" coal��� MAX PULLH950J =1223 * NOTE: EX: 688668H POLE 112 A 8 84KW 1.18KVA MAX PULL = 696' 1 3" 142 26' 112 B 9.83KVA „ 20 105' 115 3 -WORK TO BE DONE ON H946L TO PL 115 29TH ST) H950J TO PL 114 31ST ST 4' H950J TO H950K O EX. 1-4" 66' ( ) ( ) C.O. 1-3" 11' P 114 A C.O. 1-3" (8') PL TO METER (8+03) 2.23KW ASsocIA= TD1103682. 45 CLASS 4 (1960) INSP. 2010 H946L TO H946M ( ) LTO METER 7+84 -SS 114 B a IN: 109 3-1/C 2-350 & 1-4/0 SEC. 2.46KVA RM: 1 -RISER 3 66' 2-4 0 & 1-#2 SECS IN: 44 3-1/C 2-1/0 & 1-2 SERV. 1.79Kw IN: 76 3-1/c 2-1/0 & 1-#2 SERV. ;; VD=2.10% ss ss 1-1P HYPLUG (2-4/0 & 1-1/0) / `j 1 98KVA FL=3.07% I ABANDON 0 CD CD ss 11 �� EPL F. CIC (5�) I 113 EPL X: HH H950L 112 3.57KW 113 (3) CF: H950K TO PL 113=99' H946M TO 6868H 113 1/2 CF' H946L TO PL 113=238' 112 1/2 3.96KVA 7+58 299KW RM: 38 2-4/0 & 1-1/0 SEC 6886 5.51KW 1 3" MAX PULL =696' 3.33KVA 1 3" MAX PULL = 6gg' 68H ^ 17"x30"x24" CALTRANS 4705417E I - - ___ 6.12KVA 144 54' II 137 25' EPL Lo- H946L TO PL 113 29TH ST) H950K TO PL 113 30TH ST) H946L TO PL 110=221' RISER DETAIL C.O. 1-3" (7') PL TO METER (7+56) I I CF; HH H950K C.O. 1-3" (4') PL TO METER (7+78) ss MAX PULL =696' L/N `� CF: IN: 66 3-1/C 2-1/0 & 1-#2 SERV. 18 1/2"x31"x24" (FULL TRAFFIC) IN: 67 3-1 /C 2-1/0 & 1-2 SERV. i IN: 1-6WAY SEC BARS - 110 1 3' - - -- -- 4.79KW 143 4g' CR: HH H946M EPL 110 A L=> 7+55 CF: EPL 5.32KVA H946L TO PL 110 30TH ST 7+54 ' H950K TO H950L =36' * CF: 110 1/2 EX. #2, SERV ���� H950K 1 3» H950K TO PL 111 =113' -- C.O. 1-3" (14') PL TO METER (7+68) EX. 688668H 13%24"x18" LT. TRAFFIC H950L TO H950K =36' * 1 3„ 2.55KW 7+55 �� 138 26' MAX PULL =696' I IN: 6T 3-1/C 2-1/0 & 1-2 SERV. 7+53 RM: 3-4WAY SEC BARS MAX PULL =1223' 2.83KVA EX. H950L H950K TO PL 111 30TH ST) 111 A I 21 16' 4' - - EX_H946M I EX. 2-2 1-4 SERV. CF: HH H946M I H950K TO H950L C.O. 1-3" (6') PL TO METER (7+31) 111 B EPL 111 " IN: 18' 3-1/C 2-350 & 1-4/0 SEC. IN: 38 3-1/C 2-1/0 & 1-2 SERV 2,16KW H946M TO PL 108=164' CF: 1 4.35KW 18 1/2'x31 x24 (FULL TRAFFIC) 4.83KVA IN: 1-6WAY SEC BARS 2.40KVA MAX PULL =696' - - - - - - - SPEED 1 3"�� 145 34' CF: EPL `� LIMIT 108 H946M TO PL 108 30TH ST EX. 1/0 SERV c 108 1/2 C.O. 1-3" (7') PL TO METER (7+33) H946M TO PL 109=178' 109 ' MAX PULL = 696' 6.05KW 4.47KW IN: 41' 3-1/C 2-1/0 & 1-#2 SERV. 146 33' 108 25, 4.60KVA 109 A H946M TO PL 109 29TH ST) 6.72KVA 1.10KW EX. 1-2 1/2" (45') VD=2.87% 109 B C.O. 1-3" (12') PL TO METER (7+28) 1.22KVA EX. 1-3" (36') CF' I SS - - - n 3 ` 109 EV IN: 51' 3-1/C 2-1/0 & 1-#2 SERV. SS HH TO CAP HH TO CAP FL=2.86% - 0 2 5» 4.29KW _ 22 20' 6+75.08 CA 30TH ST EX: HH H062A 106 A I 4.77KVA - - 106 B CF: EPL I o0 EX. 1-3" (42') V0062 TO INT. PT. ' A" o N/7777T� H946M TO PL 107=256' +- IN° 241' 3-1/C 1000 JCN 12KV o 88+98.20 CA ALLEY 17"x30"x24" (FULL TRAFFIC) 1.27KW C", ` 6+98 1 3" 6+75 00 C/L 31STST 1-r HH TO CAP + + MAX PULL = 696' '- + o 6 91 106 86+48.66 CA ALLEY r E SL 6+75.04 CA ALLEY = z N 2 6+ 8 0" _ `' 87+73.43 C/L ALLEY X o EX. 1-4" (104') + w V5833 TO HH EX. HH/SURVEY 0 HH TO HH (53') 86 W S 87 6" CI W S T 'r , _x_ I r, 2'- 6+60 2' 6+60 - -- - VEN T W W 3010 3008 6+52 3012 EX. 1-4" (145') W NOTE: V5495833 HH TO V5833 � EX. 1-3" (7') ^ EX. 1-3" (28' -PTC REQUIRED. (ROUTE 7) I +' CAP TO HH CAP TO H -TRAFFIC CONTROL REQUIRED. I 6+40 2 ,� N -2 EXISTING 5" DUCTS TO VENT EX. 1-4" (14') 4444550E TO BE INTERCEPTED. EX. 1-3" (32') W HH TO HH I HH TO CAP 4 EX: V5495833 VAULT 10' 3014 5 6'x12'x7' (TUB STYLE) 2-10 S.P. VENTS EX: 1-50KVA/12KV 120/240V RM: 3-600A 2WAY SPLICE 750 FIG 'G' IN: 3-600A T -BODY "A" 2WAY SPLICE (1000/750) TLM DATA: V5495833 SIZE KVA CUST % LOAD EXIST 50 83.9 32 167.80 % PROP: - -% VOLTAGE DROP: - % FLICKER FACTOR: - % PRI. CIRCUIT: JANUARY 12KV SUBSTATION: - SPEED LIMIT 25 UNDERGROUND SERVICE ALERT Dial 811 Call USA For Underground Locating 2 Working Days Before You Dig 7' 18' C> +T 0 NOTE: -NO PTC OR TRAFFIC CONTROL REQUIRED. -POLE TO BE REMOVED ON ASSOCIATED 20B OH WORK ORDER TD1103682 EX: 4483435E PAD 40' STEEL POLE (2006) INSP. N/A CATV MSGR COMM MSGR IN: 2-3/8" DG 0 19' & 18'6" 3/8" SG 9/32" SG IN: 2-3/8" DG 0 17'6" & 18' 26' 27 QUEEN POST 18' 19' QUEEN POST IN: 3 -EYE ANCHOR 8 g IN: 3 -EYE ANCHOR [Z -6 PROPOSED 7' � L/N 4856237E 16' 9' - ss SS SPEED LIMIT � 25 E-4 (91+97) �= CF: HH H063C �o ~ 18 1/2"01%24" (FULL TRAFFIC) U M IN: 1-6WAY SEC BARS W M 11) W ABANDON o 0 6+65 ,, o N} J To ;77T i EX. 2-5" (135) VENT E 7' 6+70 EX. 1-3" 46' N, �''' z o ry 3004 4550E TO INT. PT. "A" ( ) a 4483435E H062A TO CAP o o X _ \ J W Li w EX. 1-3" (50') + U + 2812 A 3006 EX. 1-3" 58' 6+51 6+67 2910 A o >< �� ->w \ 2812B ( ) H062A TO CAP �, CAP TO HH V5560062 �� EX. HH 2910 B I w CO C I 5.30KW W 105 CF' 4.46KW 2908 A m I I I I r-+ 5.88KVA I �I I I I I I VD=1.61% I 1 3" 4.96KVA 2908 B c04 o 1.28KW CO 2906 2904 c+o m 23 120' I N z 0.91KW 10.22KW V0062 TO H062A I 1.43KVA o X 1.02KVA 11.35KVA I FL -2.24% rE I IN: 122' 3-1/C 2-350 & 1-4/0 C. °' w2900 = zo EPL 0.59KW C 14' V0062 TO H062A =273' EX. 1-4" (10') 0.66KVA 2814 �1 6+27 H062A TO V0062 =238' * H062A TO H062B 28141/2 Qj �n VENT MAX PULL =1223' EX: 22' 2-4/0 & 1-1/0 SEC CF 2.84KW T CF: 3000 I 2912 UNIT 3 N 1 3» 3.14KVA / 2912 UNIT 4 1 3 1.39KW 2914 1.83KW � 148 74' 149 5' 1.54KVA 7.24KW H063C TO PL 2814 OCEANFRONT) NOTE: 2.03KVA H062B TO PL 2900 OCEANFRONT) -NO PTC OR TRAFFIC CONTROL REQUIRED. 8.04KVA (ABANDON) w C.O. 1-3" (24') PL TO METER (90+90) C.O. 1-3" (6') PL TO METER (91+97) -TEMPORARY GUY STUB POLE I I POLE TO V5833 I I I IN: 103' 3-1/C 2-1/0 & 1-#2 SERV. I IN: 16' 3-1/C 2-1/0 & 1-#2 SERV. CF: -POLE TO BE REMOVED ON ASSOCIATED 359' 1-5" I I I EPL I EPL 20B OH WORK ORDER TD1103682 I o I 33' 1-5 - UP H062B TO PL 2900= 306' o H063C TO PL 2814= 29' 1. 1 3 o I RM: 392 3-1/C 750 CLP 12KV MAX PULL =696' 10 MAX PULL =696 H063C TO PLO 2812 OCEANFRONT) IN: 4856237E POLE `° (ABANDON) C.O. 1-3" (6') PL TO METER FRONT ) 7 , POLE TO H062B 1 40 CLASS 5 12' 1-4" 1P 550E IN: 17' 3-1/C 2-1/0 & 1-#2 SERV. IN: 4-3/8 DOWN GUY 30' 1-�" UP EPL RM: 42 3-1 C 2-4 0 & 1-1 0 SEC 1P 7' 18' 17' 8' 2 -QUEEN POST 8' 17' X17' 8' f / / / 4/013 H063C TO PL 2812=43' 50' 2-11/"X10' TRPL EYE ANCHOR ROD &PLATE o MAX PULL = 696' 00 MEM RUN 39 IMEMOI SEE RUN 183 SHT. 7 184 GPS: LAT: N 33° 36' 47.17" LONG: W 117° 55' 57.24" *FEEDING EAST TLM DATA: V5560062 SIZE KVA CUST % LOAD EXIST: - - - _% PROP: 25 29_23 13 116.92% VOLTAGE DROP: 0.91 % FLICKER FACTOR: 3.64% PRI. CIRCUIT. JANUARY 12KV SUBSTATION: LAFAYETTE SUB ADDRESS METER NUMBER 3000 OCEANFRONT 222011-298680 2914 OCEANFRONT 222020-004600 2912 UNIT 3 OCEANFRONT 222010-855217 2912 UNIT 4 OCEANFRONT 222010-855180 2910 A OCEANFRONT 222010-855218 2910 B OCEANFRONT 222010-686162 2908 A OCEANFRONT 222010-686161 2908 B OCEANFRONT 222010-686163 2906 OCEANFRONT 222010-855216 2904 OCEANFRONT 222010-686160 2900 OCEANFRONT 222010-632593 106 A 30TH ST 1 222010-855238 106 B 30TH ST 1 222010-855262 NOTE: -PTC REQUIRED. (ROUTE 7) -TRAFFIC CONTROL REQUIRED. -NEW DUCT GOING EAST TO BE INSTALLED IN EXISTING EDISON DUCT LOCATION. -OPEN POS. 1 ON GS3098 IN V5495832, DISCONNECT POTHEADS ON POLE 4444550E, CLOSE PS1100 ON POLE 1503078E TO TEMPORARILY PICK UP LOAD DURING CONSTRUCTION. CF: V5560062 VAULT 7'x18'x8' (TUB STYLE) 2-6" GRADE RINGS 2-8" S.P. VENTS CF: 1-18 1 /2"x31 "x24" HH (H062B) IN: 1-600A 4WAY RAG SW (GS4158) SN:------------- 1-25KVA 120/240V 12KV FUSED DE W/1/0 SN: ------------- 9-600A ELBOW 1000 (FIG D) (POS. 1,3,4) 2-600A EXT W/200A TAP 1/0 LBE 12KV (FIG B) (POS. 2) 1-600A DE RECEPTACLE (FIG A) (POS. 2) 2-3WAY LB J -BAR W/3-LBE 1/0 (J062A) 1 -CABLE RACK AND GROUND KIT 16-20" CABLE HOOKS 2-200A LOAD BREAK ELBOW W/BUSHING (1/0) (XFMR) 1-6WAY SEC BARS MI: 30' 2-1/C 1/0 JCN 12KV (ABANDON) POLE TO H 30' 1-3" UP 5' CIC RM: 42' 3-1/C 2-4/0 & 1-1/0 SEC NOTE: EXISTING EASMENT DOC#400617404003 2/4/1987 CRM H062B 13"x24%24" OCJ�1AT _ _T RM: 3-4WAY SEC BARS 107 (VO062 TO V5833) SIDEWALLEX. 1-4" (181') 1.41KVA 6+74.97 C L ALLEYCl), - <_ x•22.5' 147 60' H946M TO PL 107 29TH ST) EPL PULL PRESSURE EX. 1-3" (60') V0062 TO V5833 644' * 00< 0 + HH TO HH 4 5" 90+23.41 CA ALLEY +N C.O. 1-3" (4') PL TO METER (7+03) 107 A 107 B VD=2.36% _ =659' = CAP TO HH f- 0O a 00 MEMO IN: 1-3/8 SG & DESIGN# IN: 70' 3-1/C 2-1/0 & 1-#2 SERV. 3.10KW FL=2.37% jT TT / . /r J� �/�/�-/� 1 V5833 TO V0062 = 749' = 748' MAX = 2172' =1444' = ? SEE RUN 10 - Sf{T 3 1-9/32" SG //�, , , ; %-'� r� opo -; o EX. 1-5" (ABND.) ° V5833 TO CAP -- 3.45KVA _ W 8 - - - 786477 RULE 20B OH REMOVAL W - GUIDE OC 888-H7, 916-H1 16' 9' - ss SS SPEED LIMIT � 25 E-4 (91+97) �= CF: HH H063C �o ~ 18 1/2"01%24" (FULL TRAFFIC) U M IN: 1-6WAY SEC BARS W M 11) W ABANDON o 0 6+65 ,, o N} J To ;77T i EX. 2-5" (135) VENT E 7' 6+70 EX. 1-3" 46' N, �''' z o ry 3004 4550E TO INT. PT. "A" ( ) a 4483435E H062A TO CAP o o X _ \ J W Li w EX. 1-3" (50') + U + 2812 A 3006 EX. 1-3" 58' 6+51 6+67 2910 A o >< �� ->w \ 2812B ( ) H062A TO CAP �, CAP TO HH V5560062 �� EX. HH 2910 B I w CO C I 5.30KW W 105 CF' 4.46KW 2908 A m I I I I r-+ 5.88KVA I �I I I I I I VD=1.61% I 1 3" 4.96KVA 2908 B c04 o 1.28KW CO 2906 2904 c+o m 23 120' I N z 0.91KW 10.22KW V0062 TO H062A I 1.43KVA o X 1.02KVA 11.35KVA I FL -2.24% rE I IN: 122' 3-1/C 2-350 & 1-4/0 C. °' w2900 = zo EPL 0.59KW C 14' V0062 TO H062A =273' EX. 1-4" (10') 0.66KVA 2814 �1 6+27 H062A TO V0062 =238' * H062A TO H062B 28141/2 Qj �n VENT MAX PULL =1223' EX: 22' 2-4/0 & 1-1/0 SEC CF 2.84KW T CF: 3000 I 2912 UNIT 3 N 1 3» 3.14KVA / 2912 UNIT 4 1 3 1.39KW 2914 1.83KW � 148 74' 149 5' 1.54KVA 7.24KW H063C TO PL 2814 OCEANFRONT) NOTE: 2.03KVA H062B TO PL 2900 OCEANFRONT) -NO PTC OR TRAFFIC CONTROL REQUIRED. 8.04KVA (ABANDON) w C.O. 1-3" (24') PL TO METER (90+90) C.O. 1-3" (6') PL TO METER (91+97) -TEMPORARY GUY STUB POLE I I POLE TO V5833 I I I IN: 103' 3-1/C 2-1/0 & 1-#2 SERV. I IN: 16' 3-1/C 2-1/0 & 1-#2 SERV. CF: -POLE TO BE REMOVED ON ASSOCIATED 359' 1-5" I I I EPL I EPL 20B OH WORK ORDER TD1103682 I o I 33' 1-5 - UP H062B TO PL 2900= 306' o H063C TO PL 2814= 29' 1. 1 3 o I RM: 392 3-1/C 750 CLP 12KV MAX PULL =696' 10 MAX PULL =696 H063C TO PLO 2812 OCEANFRONT) IN: 4856237E POLE `° (ABANDON) C.O. 1-3" (6') PL TO METER FRONT ) 7 , POLE TO H062B 1 40 CLASS 5 12' 1-4" 1P 550E IN: 17' 3-1/C 2-1/0 & 1-#2 SERV. IN: 4-3/8 DOWN GUY 30' 1-�" UP EPL RM: 42 3-1 C 2-4 0 & 1-1 0 SEC 1P 7' 18' 17' 8' 2 -QUEEN POST 8' 17' X17' 8' f / / / 4/013 H063C TO PL 2812=43' 50' 2-11/"X10' TRPL EYE ANCHOR ROD &PLATE o MAX PULL = 696' 00 MEM RUN 39 IMEMOI SEE RUN 183 SHT. 7 184 GPS: LAT: N 33° 36' 47.17" LONG: W 117° 55' 57.24" *FEEDING EAST TLM DATA: V5560062 SIZE KVA CUST % LOAD EXIST: - - - _% PROP: 25 29_23 13 116.92% VOLTAGE DROP: 0.91 % FLICKER FACTOR: 3.64% PRI. CIRCUIT. JANUARY 12KV SUBSTATION: LAFAYETTE SUB ADDRESS METER NUMBER 3000 OCEANFRONT 222011-298680 2914 OCEANFRONT 222020-004600 2912 UNIT 3 OCEANFRONT 222010-855217 2912 UNIT 4 OCEANFRONT 222010-855180 2910 A OCEANFRONT 222010-855218 2910 B OCEANFRONT 222010-686162 2908 A OCEANFRONT 222010-686161 2908 B OCEANFRONT 222010-686163 2906 OCEANFRONT 222010-855216 2904 OCEANFRONT 222010-686160 2900 OCEANFRONT 222010-632593 106 A 30TH ST 1 222010-855238 106 B 30TH ST 1 222010-855262 NOTE: -PTC REQUIRED. (ROUTE 7) -TRAFFIC CONTROL REQUIRED. -NEW DUCT GOING EAST TO BE INSTALLED IN EXISTING EDISON DUCT LOCATION. -OPEN POS. 1 ON GS3098 IN V5495832, DISCONNECT POTHEADS ON POLE 4444550E, CLOSE PS1100 ON POLE 1503078E TO TEMPORARILY PICK UP LOAD DURING CONSTRUCTION. CF: V5560062 VAULT 7'x18'x8' (TUB STYLE) 2-6" GRADE RINGS 2-8" S.P. VENTS CF: 1-18 1 /2"x31 "x24" HH (H062B) IN: 1-600A 4WAY RAG SW (GS4158) SN:------------- 1-25KVA 120/240V 12KV FUSED DE W/1/0 SN: ------------- 9-600A ELBOW 1000 (FIG D) (POS. 1,3,4) 2-600A EXT W/200A TAP 1/0 LBE 12KV (FIG B) (POS. 2) 1-600A DE RECEPTACLE (FIG A) (POS. 2) 2-3WAY LB J -BAR W/3-LBE 1/0 (J062A) 1 -CABLE RACK AND GROUND KIT 16-20" CABLE HOOKS 2-200A LOAD BREAK ELBOW W/BUSHING (1/0) (XFMR) 1-6WAY SEC BARS MI: 30' 2-1/C 1/0 JCN 12KV (ABANDON) POLE TO H 30' 1-3" UP 5' CIC RM: 42' 3-1/C 2-4/0 & 1-1/0 SEC NOTE: EXISTING EASMENT DOC#400617404003 2/4/1987 CRM H062B 13"x24%24" OCJ�1AT _ _T RM: 3-4WAY SEC BARS EX: 4444550E POLE 50' CLASS 4 () INSP. N/A RM: 1-12KV 750 POTHEAD 3P W/ARM NOTE: 1 -RISER 5" ON KICK BLOCKS -NO PTC OR TRAFFIC CONTROL REQUIRED. 1 -RISER 3" -POLE TO BE REMOVED ON ASSOCIATED 1 -RISER 4" 20B OH WORK ORDER TD1103682 1-9/32" SPAN GUY (TO 3435E) 1-3/8" SPAN GUY (TO 3435E) 1-4WAY SEC BAR CR: 1-13"x24"x24" HH (H062B) IN: 1-9/32" SPAN GUY (TO 6237E) 1-3/8" SPAN GUY (TO 6237E) FINAL DESIGN APPROVED FOR CONSTRUCTION CF: HH H062B CSP 0 20 IN: 1-6WAY SEC BARS 40 ASSOCIATED TD'S: 28-11A-4 28-11D-1 EX: 4444550E POLE 50' CLASS 4 () INSP. N/A RM: 1-12KV 750 POTHEAD 3P W/ARM NOTE: 1 -RISER 5" ON KICK BLOCKS -NO PTC OR TRAFFIC CONTROL REQUIRED. 1 -RISER 3" -POLE TO BE REMOVED ON ASSOCIATED 1 -RISER 4" 20B OH WORK ORDER TD1103682 1-9/32" SPAN GUY (TO 3435E) 1-3/8" SPAN GUY (TO 3435E) 1-4WAY SEC BAR CR: 1-13"x24"x24" HH (H062B) IN: 1-9/32" SPAN GUY (TO 6237E) 1-3/8" SPAN GUY (TO 6237E) FINAL DESIGN APPROVED FOR CONSTRUCTION CF: HH H062B 18 1/2"x31"x24" (FULL TRAFFIC) IN: 1-6WAY SEC BARS *INVENTORY MAP NO: ASSOCIATED TD'S: 28-11A-4 28-11D-1 TD# DESIGN# TYPE 28-11C-3 28-11D-4 TD1573998 1172646 RULE 20A OH REMOVAL 28-1113-7 28-11D-7 TD1509510 1120890 RULE 20A UG INSTALL TD1103682 786477 RULE 20B OH REMOVAL **THOMAS GUIDE OC 888-H7, 916-H1 EX: 4444550E POLE 50' CLASS 4 () INSP. N/A RM: 1-12KV 750 POTHEAD 3P W/ARM NOTE: 1 -RISER 5" ON KICK BLOCKS -NO PTC OR TRAFFIC CONTROL REQUIRED. 1 -RISER 3" -POLE TO BE REMOVED ON ASSOCIATED 1 -RISER 4" 20B OH WORK ORDER TD1103682 1-9/32" SPAN GUY (TO 3435E) 1-3/8" SPAN GUY (TO 3435E) 1-4WAY SEC BAR CR: 1-13"x24"x24" HH (H062B) IN: 1-9/32" SPAN GUY (TO 6237E) 1-3/8" SPAN GUY (TO 6237E) FINAL DESIGN APPROVED FOR CONSTRUCTION C. nJ \ SPEED 0 LIMIT \�; iii 30 NOTE: \ -WORK TO BE DONE ON �• �' ASSOCIATED TD1103682. \ p4-"00 l 104+12.44 C/L NEWPORT BLVD EX: 2333910E POLE ' 13+44.58 C/L ALLEY 40' CLASS 5 (1987) INSP. 2010 RM: 1 -RISER 3" 1-1P HYPLUG (2-1/0 & 1-#2) \ 1p T \ j/P M EX. #2 (106') �0 2800 1/2 4-00 CF: H947E TO PED Q NEWPORT PED 106+62.34 C L / NEWPORT BLVD o 1 3" 0.09KW \� ��; 12+85.92 CA 28TH ST TS ^ 151 55' w 0.10KVA H947E TO PL 218 29TH ST 5x C.O. 1-3" (62') PL TO METER (12+65) EPL IN: 126' 3-1/C 2-1/0 & 1-#2 SERV. 218 H947E TO PL 218=194' VD -285% 275KW MAX PULL 696' T FL 2 47% 3960EDTONH947E 1-3" (5') AB ND \ �,;\\ SEE ANOMALY AC W, 3 05KVA ii , L ii -- -- _ _ -- -CF RM: 35' 3-1/C 2-1/0 1-#2 \ 106+53.71 C/L NEWPORT BLVD EPL 12+64 EX. 2333910E 1P2333 910E 12+85.92 CA 28TH ST �, �, 1074- Op o H947E TO PL 216 =142' MAX PULL216 =696' 1 3" NOT ON FIMS 696' T S \ 152 216 A 35 216 B H947E TO PL 216 29TH ST ,, NOTE: \ \\ ^ 5.03KW C.O. 1-3" (6') PL TO METER (12+42) lEASEMENT REQUIRED. 3 TS CIO5.59KVA ��� IN: 46' 3-1/C 2-1/0 & 1-#2 SERV. EX: HH H947E GF: VD=2.77% fL=1.79% CF: - - 17"00" 217 1 3 TS 1 3" 215 25 34 153 38' H947D TO PL 214 29TH ST 4.54KW H947D TO H947E 12+17 5.04KVA IN: 37 3-1/C 2-350 & 1-4/0 SEC. o 214 C.O. 1-3" (28') PL TO METER (12+18) 214 1/2 EX. 2333910E EPL 4D IN: 72' 3-1/C 2-1/0 & 1-#2 SERV. 1.31KW 3 H947D TO H947E =84' EPL 1.45KVA H947D TO PL 214=182' 111114 H947E TO H947D = 70' * MAX PULL =1223' lb �i MAX PULL =696' EPL CF: --- -o I I H947D TO PL 212 =160' 1 3" - I MAX PULL =696' 154 33' I J i 77\lT 4'x4' CF. HH H947D I I / o Ss / 2707 NEWPORT BLVD H947D TO PL 212 29TH ST ° 18 1/2"01"x24" (FULL TRAFFIC) 212 B C.O. 1-3" (25') PL TO METER (12+13) IN: 1-6WAY SEC BARS 4.55KW IN: 64' 3-1/C 2-1/0 & 1-#2 SERV. 213 (2) 5.06KVA ° 6.33K A -- --CF: EPL CF: H947D TO PL 210 =124'H947D 11+89 EPL 1 3" H947D TO PL 211 =157' a i ,a j MAX PULL =696' 1 3 156 26' MAX PULL =696' SS 210 A H947D T05 PL31210 29TH ST I 3 H947D TO PL 211 28TH ST) 211 B C.O. 1-3" (32') PL TO METER (11+67) s �� 210 B C.O. 1-3" (8') PL TO METER (11+67) y I 2.81 KW I 1.85KW IN: 64 3-1/C 2-1/0 & 1-#2 SERV. I 45' 3 IN: -1/C 2-1/0 & 1-#2 SERV. I 3.13KVA 2.05KV� �� -- I ��y_ SPEED LIMIT EPLCF: H947C TO PL 208=74' 1 3 � �- --- i// - CF: EPL 1 3" H947C TO PL 209=176'25 MAX PULL = 696' 158 14' 157 31'MAX PULL = 696' SEE ANOMALY 208 H947C TO PL 208 29TH ST JI 208 1/2 C.O. 1-3" (11') PL TO METER (11+42) 209 H947C TO PL 209 28TH ST) 209 1/2 C.O. 1-3" (34') PL TO METER (11+64) 2.76KW IN: 31' 3-1/C 2-1/0 & 1-#2 SERV. a 1.55KW IN: 74 3-1/C 2-1/0 & 1-2 SERV. SS nn CF: l f 3.07KVA 1.74KVA I I 1 3" - - - - 11+37 207 EPL EPL CF: ii/ 7777/\TT� H� g47C 1 3�� 207 1/2 CF' H947C TO PL 207=133' I H947C TO PL 206=49' -_ I MEM 6.11K1 1 3 I 26 57' i i H947C TO H947D I I IN: 61' 3-1/C 2-350 & 1-4 0 SEC. QIP o� �o11A MAX PULL 1 3 MAX PULL SEE RUN 28 =696' GPS` O 696' 159 12' 206 H947C TO PL 206 29TH ST 206 1/2 C.O. 1-3" (8') PL TO METER (11+39) 3.62KW IN: 25' 3-1/C 2-1/0 & 1-2 SERV. 4.03KVA 3' SHT. 6 6.79KVA 160 24' H947C TO PL 207 28TH ST) C.O. 1-3" (23') PL TO METER (11+17) IN: 53' 3-1/C 2-1/0 & 1-2 SERV. 5' W 8' EPL I I H947C TO H947D =123' * I I i * H947D TO H947C =123' I I MAX PULL =1223' I i of v 1- P• �o�� 6' S 32' i iSW 20404 2 CF: HH H947C 5 N -J 18 1/2"x31%24" (FULL TRAFFIC) - - 205 5 FOUNDH 's 205 1/2 /�e TCH s' �� 4.61 KW 5.12KVA IN: 1-6WAY SEC BARS 10 FIELD NOT ON PLANS 1.88KW 2.09KVA 111 1 LINE ST A• I11 -00 ^a° SEE SHT 6MATCH LINE STA. >>f00�P SEE SHT. � *INVENTORY MAP N0: ASSOCIATED TD'S: � 28-11A-4 28-11D-1 TD# DESIGN# TYPE 28-11C-3 28-11D-4 TD1573998 1172646 RULE 20A OH REMOVAL 0 20 40 28-11B-7 28-11D-7 TD1509510 1120890 RULE 20A UG INSTALL **THOMAS GUIDE TD1103682 786477 RULE 20B OH REMOVAL UNDERGROUND SERVICE ALERT OC 888-H7, 916-H1 Dial 811 Q) Call USA For Underground Locating FINAL DESIGN E 2 Working Days Before You Dig T CONTRACT PLANNER: BRANDON ADNAMS/ASP APPROVED FOR CONSTRUCTION 0 PHONE: 714-893-2405 � DISTRICT PROJ. MGR. TODD PIERCE PLANNER ED MERCADO SR NO. 33-HUNTINGTON BEACH PHONE 714-973-5817 PHONE 714-870-3242 2125178 DATE REVISION DESCRIPTION APPROVED DRAWN CHECKED FOREMAN TRUCK NO. P/E INVENTORY MAP N0. THOMAS GUIDE GRID NO. DESIGN NO. SEE ABOVE I SEE ABOVE 786472 0 Y BY-PASS EXISTING TLM J.P.A. N0. ASSOCIATED DESIGN NO. CSD 140 z N CODE CHANGE TO CHECKED %'LOAD SEE ABOVE Q) PRODUCT/SAP NO. PRODUCT/SAP N0. PRODUCT/SAP N0. o TDI 103674 (20B) SEE ABOVE SEE ABOVE F CH/SCE 11/25/19 EM/SCE MC/ASP PROPOSED CONSTRUCTION (LOCATION) RULE 20B AD NO. 111 F SAT 03/20/17 AAA HM 53150 BALBOA BLVD BETWEEN 30TH & 22ND ST P 10/13/16 hm/ hm/dl NEWPORT BEACH 0. B 05/20/16 S. GOUGSA hm/ga 52823 SHEET JOB NO. TYPE APPROVED BY DATE I CHECKED BY DRAWN BY PAX # 5 11 0786472 3.01 09/06/16 REVISED DRAWING TO 20 SCALE FROM 30 SCALE hm/dl hm/ Southern California Edison Company OF ib EX: HH H947B EX: 4255610E POLE7 11 NOTE: 40 CLASS 5 (1994) INSP. 2010 -WORK To BE DONE 4255 610E oN NOTE: RM: 1 -RISER 3" ASSOCIATED TD1103682. EASEMENT REQUIRED. 1-1P HYPLUG (2-1/0 & 1-#2) ER DETAIL CF: CF: (ABANDON) L/N 1 3" 1 3» EX. 1-3" (5) 162 5' H9476 TO PL 204 29TH ST 5610E TO H947B SES' 161 1g' RM: 35' 3-1/C 2-1/0 & 1-#2SEC sHT 5 C.O. 1-3" (28') PL TO METER (10+91) IN: 38' 3-1/C 2-1/0 & 1-2 SERV. H947B TO PL 205 28TH ST) C.O. 1-3" (9') PL TO METER (10+92) IN: 31' 3-1 2-1 & 1-2 SERV. qq�� //�� SIr111 l ,�j� LINE STAEPL, EPL SEE /C /0 SHT. 5 If -/-00 H9476 TO PL 204 = 76' MAX PULL =696' MATC H9476 TO PL 205 = 77' INE STA• 00 MAX PULL =696' ' 80• 8' I 32� CF: 1 3" 3 204 4.61 KW 4255610E 4 4.61 K �1 1 205 1.88KW 31SW I� 2 8' 6' SW 27 3 204 A 10+91 � 205 1/2 2.09KVA SS I H947A TO H947B --- EPL SPEED IN: 41 3-1/C 2-350 & 1-4/0 SEC. EPL 203��' H947B TO PL 203=92' i LIMIT H947A TO H9478 =143' H947B TO H947A =117' * 10+89 EX. HH H947A 4'x4' 2 203 1/2 CF: MAX PULL =696' 2.62KW 1 3 I 143+65.04 CA BALBOA BLVD MAX PULL =1223' EX. H947B 18 1/2"x31"x24" (FULL TRAFFIC) 202 2.91 KVA 163 15' ' 2 10+00.05 CA 27TH STREET NOTE: 202 1/2 3.48KW 10+66 H947B TO PL 203 28TH ST) 5' EX. H947A C.O. 1-3" (31') PL TO METER (10+89) SS I I INSTALLED ON=TD781739 3.86KVA - ` L _ - IN: 52' 3-1/C 2-1/0 & 1_2 SERV. I o - - CF: - - EPL C F = EPL SS z o SPEED H947A TO PL 200=155' 1 3" 201 H947A TO PL 201= 202' I I 3.13KW 1 3" Q U � o = LIMIT _ = N = MAX PULL = 696' 164 33' 200 A H947A TO PL 200 29TH ST 3.48KVA MAX PULL =696' I 165 28' EX. HH J Q N I >� w 30 w w _ w = w 200 B - H947A TO PL 201 28TH ST) �co I I C.O. 1-3" (25') PL TO METER (10+42) + o��o 3.48KW �� w i C.O. 1-3" (54') PL TO METER (10+42) NOT ON FIM I I a w IN: 64 3-1/C 2-1/0 & 1-2 SERV. 3.86KVA M `" IN: 88' 3-1/C 2-1/0 & 1-#2 SERV. _, ,� X w x `�' -�- Q - - --- --- - - --- --- --- - --- I I CITY SL 6 VV - 0 0 W Y SL 6" W W 6" Ui - W CF 6" W W - - ---- ---- r+ 139+89.87 CA BALBOA BLVD = 1 3' X 28 186' '�' I � II o NOTE: TO BE INSTALLED ION 20A TD1509510. J M " J 10+00.00 CA ALLEY 12" AC W V3947 TO H947C 12" AC W IN: 188' 3-1/C 2-3 t- � 2" AC W o_ --------------- AC W w cy"N LO EPL 141+24.21 �' V3947 TO H947C = 418' * C L BALBOA BLVD / �i 142+50.04 CA BALBOA BLVD V3947 TO V4072 (SHT. 8) IN: 449 3-1/C 1000 JCN (JANUARY 12KV) NOTE: TO BE INSTALLED a n ON 20A TD1509510. t\ 03 + 10+00.00 CA 28TH STREET � H947C TO V3947 =732' M I I 10+00.00 C L ALLEY / SIDEWALL EPL PULL PRESSURE E-4 �I - CL L.A.I.U.R.R. R/W - 139+80.30 CA BALBOA BLVD MAX PULL =1223' - - - SII - 142+00 NOTE: V3947 TO V4072 =611' =586' INSTALLED ON 20A TD1509510. V4072 TO V3947 = =154' 10+00.00 CA ALLEY /TE:% R j� r140+ W�TALLED ON 20A TD1509510. B�IjBO11 LL V 00 141+00 141+38.58 CA BAL'SbA BLVD - 471' V3947 TO H947L MAX -=2172' =1444' � 143+00 - or^r^-(9+LLE v.j 1� `� - - - EX. 1-3 (257) NOTE: TO BE INSTALLEDcri 0 - � 00 : 4. F 17"x30"x24" CALTRANS J EX. 1-3" (111') V3947 TO H947A STREET 10+00.00 CA 28TH',,, 3-1/C 2-350 & 1-4/0 SEC. ON 20A TD1509510. ^y W 6 NOTE: = 8" W (ABAND ) 8" W (ABAND.) N ____-- -- ---- ---- EX. 2-3" (449') NOTE: TO BE INSTALLED V3947 TO V4072 (SHT. 8) 8" `I g" W (ABAND.) INSTALLED ON 20A TD1509510. CF: dw �+ M 141+24.21 CA I BALBOA BLVD I ON 20A TD1509510. IN: 449' 2-1/C 1/0 JCN (JANUARY 12KV) W (ABANC' `, W EX. 4-5" (MEMO) oo U + o I M CD ,� 9+90.26 CA 28TH STREET ao NOTE: z > 9+28 EPL ( ) oo �I `' 1 1� 1� ,0', V3496 TO V3947 2 3 SEE SHT. 3 29 184' p, o M � o+ o+ INSTALLED ON 20A TD1509510. I o Q NOTE' POLE TO BE REMOVED Q EX: HH H947L V3947 TO V4072 =543' V4072 TO V3947 =461' * I X0064 TO P U PT. C w o ON TD1103682. 18 1/2"x31"x24" (FULL TRAFFIC) MAX PULL =1523' r C� E E IN: 261' 2-t/C 1/0 JCN 12KV E Ir, E E E E N o E E E E E E ` v (V3947 TO X0064 EPL II���J E �I V3947 TO X0064 = 303' CITY SL X0064 TO V3947 =614' STY SL CITY SL �, �� TY 5L "T TY L} Y y � MAX PULL =740' ��� - �� - - -- -- T - 1-3" (59' 125 � �i iii2711 (2) EX. 3-5" COMM (362')EX. � NOTE: V3947 TO H9 7F POLE TO BE REMOVED 3-1/C 2-350 & 1-4/0 - - iii - i i - 2801 v, _ EPL 4.74KW �� w -� + H947L TOPL 2711=115' 5.27KVA z. -r ! V4716 TO CAP 129 A o 0o EX. 2-5" 339'i ( )NOTE: 129 B +�r EX. 1-5" COMM.ASSOCIATED -WORK TO BE DONE ON Z ABANDON 2805 = �, ,� �. d "Y" TD1103682. ON TD1103682. = o EX. 2-3' 75' = ) EX. 1-3' 14' ) 6.71 KW o x w ' w MAX PULL =6g6'( k- - 10' 1.98KW - d V4716 TO w( V3947 TO CAP ,� o, 6806E TO H947F 7.46KVA + lwlo� 2713 A g+2$ CF:w 2.20KVA 2-5" COMM (25')128 EX.4386806E POLE 128 1/2 EX. 2-3" (24') CF: 9+07 ( ) - _S------- SS -� 2713 B 4.04KW 1 3„EX. H947LEX. --- �!�-ZY////// „Y„ TO POLE- CLASS 3 INSP. 2000 „ 7.00KW H947F TO CAP ___ 1 3" 2805 CF: HH H947G] I 18 1/2"x31"x24" (FULL TRAFFIC)H947L I P U PT. C5 TO H947G EX: 1-3 i 4.49KVA I 175 30' 7-- TO PL 2711 BALBOA BLVD I --- ;- -SS7.77KVA 7 r, r, �- ;/7T/?T CF: SS55' RM: 1 -RISER 3 CF: EPL IN: 47 3-1/C 2 350 & 1-4/0 SEC. IN: 1-6WAY SEC BARSC.O. 1-3" (5') PL TO METER (9+07) . EPL 1 3" H947G TO PL 126 = 29' 09+39 1 3" 2 (H947F TO H947G) I IN: 41 3-1/C 2-1/0 & 1-#2 SERV. I L 127 = 47 � � 174 5' H 166 5' MAX PULL = 696' VA T. C EPL I LPL MAXAX PULL = 696' H947L TO PL 127 27TH ST NOTE: H947G TO 'L 126 29TH ST J < H947F TO H947G =143' * -- 2' C.O. 1-3" (16') PL TO METER (9+28) 127 -WORK TO BE DONE ON C.O. 1-3" (11') PL TO METER (9+07) �, H947G TO H947F =185' �9+03 E EX: 1-3" E '_ IN: 26' 3-1/C 2-1/0 & 1-#2 SERV. 127 1/2 = ASSOCIATED TD1103682. IN: 21 3-1 C 2-1 0 & 1- 2 SERV. �� / / �� MAX PULL = H9470 1223' 0 ---- SS --�� CF: - - = CF: 6.27KW 126 A 2.84KW ii i,, , , , ��i � � G G E - - - _- SS 1 3" --- - - 1 3°° 6.96KVA I EX:1728681 E POLE 45' CLASS 4 1967 INSP. 2010 126 B 3.16KVA - - - EPL i 'i/ - - - --' --- '-- C) o 123 EPL � 177 32' H947M TO PL 124 28TH _TI tnI ST , ' (8+80) ;� 34 54' CF' H947L TO H947M 125 A 2.63KW IN: 58 3-1/C 2-350 & 1-4 0 S C. - � o o ( ) RM: 1 -RISER 2-1/2 1-1P HYPLUG (2-1/0 & 1-#2) H947G TO PL 124 = 56' CF: = MAX PULL 696' 1 3' I 168 + CF: EX: 1-3° rn 1.2gKW = H947G TO PL 123 =130' I 1.43KVA 1 3" MAX PULL =696' 167 13 I C.O. 1-3" 24' PL TO METER 9+03 ( ) ( ) IN: 56 3-1/C 2-1/0 & 1-#2 SERV. CF• HH H947M a 18 1 2x31"x24" FULL TRAFFIC " / " ( ) 24/2 1 3.. 125 B 2.93KVA EPL 176 28' H947L TO H947M =117' H947L TO PL 125 27TH ST ) H947M r0 H947L =117' * ii 124 7 I 124 1/2 ��� / H947G TO PL 124 29TH ST I H947G TO PL 123 28TH ST ) SPEED -'' H947M TO PL 124=155' 124EPL 3:3 KVA I IN: 1-6WAY SEC BARS I �I MAX PULL =1223' 17281P $681E TO H947H 4.51 KW C.O. 1-3" (12') PL TO METER (9+03) 5.02KVA IN: 25 3-1/C 2-1/0 & 1- 2 SERV. J J C.O. 1-3" (49') PL TO METER (9+04) a '' - IN: 67' 3-1 C 2-1 0 & 1- 2 SERV. LIMIT / / i(E _-- - --- MAX PULL =696 1- - CF' NOTE: N�46' 3-1/C 21/0 & 12TSERV.�+03) EPL _ _ 681E (ABANDON �� CF: 122 2.53KW 1 3' USE 22.5' BENDS FOR ALL H947L TO PL 125=126' CF: EPL - _ ------ EE X. CIC (� 30' 1-2 5' 1 2" UP RM: 35' 3-1/C 2-1/0 & 1-2 SEC _ _ _ _ _ EPL CF: 0 1 3"5 31 60' 122 1 2 2.81 KVA / EPL H947M 178 33' SEC BENDS IN THIS AREA. TO PL 122 28TH ST MAX PULL =696' H947M TO H947N =96' H947N TO H947N = 78' 35 R32 H9471 TO PL 122 =140' 1 3" 8+57 2 MAX PULL =696' 1728681E " 4'x4' 121 121 1 2 H947G TO H947H �,� / o---- H947N TO PL 122=75' C.O. 1-3" (5') PL TO METER (8+56) MAX PULL =1223' 7 8+55 H TO H947N 1' 169 32' 12221/2 C.O. 11-3" (7') PL TO METER (8+56) PL (122 29TH ST) 8+56 IN: 63' 3-1 C 2-350 & 1-4 0 SEC. 2.59KW / / EX. H947H 2.88KVA EPL �, H947G TO H947N =173' -� --- -- -� - � i MAX PULL =696' IN: -- - - 44' 3-1 C 2-1 0 & 1- 2 SERV. 35' 3 / / 7 524208E 123 -1/C 2-350p & 1-4/0 SEC. IN S, 1.58KW CR: HH H947N � � � �� 1.76KVA 3.19KW IN: 45' 3-1/C 2-1/0 & 1-2 SERV. �, NOTE: H947H TO H947G =167' * _ EPL - - ii o�i���/ 3.54KVA CF: POLE TO BE REMOVED = MAX PULL �= =1223' H947M TO PL 120 = 92' i�/,, - CF: 4'x4' - - 13"x24"x24" RM: 1-4WAY SEC BARS 1 3 170 29 ON TD1103682. i ; ;;/77777; � CR: HH H947H MAX PULL = 696' I 12o 8+54 1 3�� � � I I EX. H947N NOTE: A EASEMENT REQUIRED. CF. HH H947N vs 35' ,, i I SPEED 120 H9471 TO PL 120 29TH ST 119 10 1 /2'X1 T PLASTIC 119 1/2 120 1 2 / H947N J 121 TO PL 120 28TH ST �� 121 1.37KW 18 1/2"x31"x24" (FULL TRAFFI 1/2 1.52KVA �i 120 1 2 C.O. 1-3" (7') PL TO METER (8+53) / RM: 1-4WAY SEC BARS NOTE: 2.86KW 5.74KW C.O. 1-3" (15') PL TO METER (8+53) L ,a, IN: 1-6WAY SEC BARS LIMIT ii CF: 0 3.19KW IN: 42C 2-1/0 & 1-#2 SERV. 2' 3.54KVA EPL 3.19KVA 4'x4' EASEMENT REQUIRED. CF: HH H947H�� a SS ---- 6.37KVA IN: - - _ 56 3-1/C 2-1/0 & 1-2 SERV. _ �I G ii I 251 1 3" 32 38 H9471 TO PL 120 =128' MAX PULL = 696' o J-> J - = 18 1 /2' x31 "x24' (FULL TRAFFIC) EPL H947N TO PL 118 = 205' _ _ I. CF: 1 3" - - - =' SS -l'"---- H947H TO H9471 - CF: IN: 41' 3-1/C 2-350 & 1-4/0 SEC - „ --- --- --- __ CF: IN: EP 6WAY SEC BARS MAX PULL =696' 118 118 1/2 180 57' I - NOTE: - POLE TO BE REMOVED J i 3 1 3" H9471 TO PL 117=77' H947N TO PL 118 28TH ST �, 2' ON TD1103682. EPL H947N TO H9471 =115' H9471 TO H947H =111' * 171 5' H9471 TO PL 118 29TH ST = I^ 172 15' MAX PULL =696' I H9471 TO PL 117 28TH ST) 2.82KW C.O. 1-3" (5') PL TO METER (8+07) 3.13KVA / / �, 5' IN: 67 3-1/C 2-1/0 & 1-#2 SERV. VD=2.82%` A 119 119 1/2 0 40 J c� MAX PULL =1223' C.O. 1-3" (38') PL TO METER (8+28) 118 �� 2'��; 8' 17' -� -0 FL=2.9916 - Imo- 3.23KW 0 Cr IN: 48 3-1/C 2-1 0 & 1- 2 SERV. EPL / / i� 1618 W2 � 5' 117 C.O. 1-3" (14') PL TO METER (8+24) . 1.15KW IN: 35 3-1/C 2-1/0 & 1-�2 SERV. 50' - - - - I 3�59KVA oFQ �, H9471 TO PL 118 = 86' 6.97KVA MAX PULL = 696' - - 5 1 6 1.27KVA - - - - AA TCH LINESTA4.5' T - - -- - J = - - 4.5' 30' ��� o� � NOTE: PTC REQUIRED. (ROUTE 7) CONTROL REQUIRED. -VAULT, XFMRS, ELBOWS, JBARS INSTALLED ON RULE 20A CF: A TC LINE 1 3" SEE CF:7HA STA• �� 00 1 3" �. 33 91' H9471 TO H947J SHT. SEE SHT. MATCH81"00 LIN.' STA. SEE SHT•P-TRAFFIC TCH LINE SEE STA.87400- SHT. 7 TD1509510. 173 64'IN: /(8+28) 95' 3-1/C 2-350 & 1-4/0 SEC. H947J TO PL 116 29TH ST) CF. HH H9471 EPL NOTE: -WORK BE DONE ON EX:V5543947 VAULT 8 7 X18 x8 (TUB STYLE) C.O. 1-3" (14') PL TO METER (8+03) IN: 84' 3-1/C 2-1/0 & 1-#2 SERV. EPL 18 1/2"x31"x24" (FULL TRAFFIC) H9471 TO H947J =229' * IN: 1-6WAY SEC BARS H947J TO H9471 =229' * MAX PULL =1223' 524 208E 1P ASSOCIATED TD1103682. AT *INVENTORY MAP NO: 28-11A-4 28-11D-1 ASSOCIATED TD'S: TD# DESIGN# TYPE SGP 2-6" GRADE RINGS H947J TO PL 116=256' *FEEDING NORTH 4208E TO H947N EX: 524208E POLE 28-11C-3 28-11D-4 TD1573998 1172646 RULE 20A OH REMOVAL 2-8" S.P. VENTS MAX PULL =696' *FEEDING SOUTH TLM DATA: V5543947 (ABANDON) 40 CLASS 3 2011 INSP. N A ( ) / 28-11B-7 28-11D-7 TD1509510 1120890 RULE 20A UG INSTALL 0 20 40 EX: 2-50KVA 12KV FUSED DE W/1/0 NOTE: TLM DATA: V5543947 SIZE KVA CUST %LOAD EX. CIC 5 ( ) 33' 1-2 1/2" RM: 1 -RISER 2-1/2" **THOMAS GUIDE TD1103682 786477 RULE 206 OH REMOVAL 3-4WAY JBAR J947A SNEAD 12KV ( ) ( ) INSTALLED ON 20A TD1509510. slzE KVA COST %LOAD Exlsr: - - - -% RM: 38' 3-1/C 2-1/0 & 1-#2 SEC 1-1P HYPLUG (2-1/0 & 1-#2) OC 888-H7, 916-H1 UNDERGROUND SERVICE ALERT 3-3WAY J -BAR (J947B) (JANUARY 12KV) *FEEDING EXIST: - - - - % PROP: 75 66_79 35 89.05 % 1 DCIa N CR: 2-13"X24"X24" HH (H947K, H947N) 1-10 1/2"XC HH (H947H) EAST TLM DATA: V5543947 PROP: 50 58 38 33 116.76 % VOLTAGE DROP: 2.35 % VOLTAGE DROP: 2.85% FLICKER FACTOR: 2.47 % FINAL DESIGN I U81 For Underground Locatin01g g g 0 RM: 2-4WAY SEC BAR SIZE KVA CUST %LOAD 1-6WAY SEC BAR EXIST: - - - _ % FLICKER FACTOR: 2.53% PRI. CIRCUIT: SNEAD 12KV 2 Working Days Before You Dig CF: 9-18 1/201"x24" HH (H947C, H947D; SHT.5) (H947G, H947H, PROP: 50 51_62 25 103.24 % PRI. CIRCUIT. JANUARY 12KV SUBSTATION: LAFAYETTE SUB SUBSTATION: LAFAYETTE SUB ADDRESS METER NUMBER 216 A 29TH ST 222010-826586 APPROVED F O R CONSTRUCTION CONTRACT PLANNER: BRANDON ADNAMS/ASP H947I, H947J, H947K, H947M, H947N) VOLTAGE DROP: 2.82% PHONE: 714-893-2405 IN: 1-75KVA 12KV FUSED DEW/1/0 J947A ( ) FLICKER FACTOR: 2.99 % ADDRESS METER NUMBER 128 1/2 29TH ST 222014-049652 _ 200 A 29TH ST 222010-826582 216 B 29TH ST 222010-861158 DISTRICT PROJ. MGR. TODD PIERCE PLANNER ED MERCADO SR N0. N SN: PRI. CIRCUIT: SNEAD 12KV 2805 BALBOA BLVD ---- --- 126 A 29TH ST 222010-625357 200 B 29TH ST 222010-826583 218 29TH ST 222010-855191 33-HUNTINGTON BEACH PHONE 714-973-5817 PHONE 714-870-3242 2125178 ________ 3-600A 2WAY SPLICE T -BODY "A" (1/0) (/) SUBSTATION: LAFAYETTE SUB 123 28TH ST 222010-777647 126 B 29TH ST 222010-625359 118 28TH ST 222010-851145 121 28TH ST 222010-851170 124 29TH ST 222010-625356 202 29TH ST 222013-853618 202 1/2 29TH ST 222010-855231 201 28TH ST 222010-826634 203 28TH ST 222010-855185 DATE REVISION DESCRIPTION APPROVED DRAWN CHECKED FOREMAN TRUCK NO. P/E INVENTORY MAP N0. THOMAS GUIDE GRID NO. DESIGN NO. 2-200A LBE W/LB BUSH INS 1/0 25KV (XFMR) ADDRESS METER NUMBER 118 1 2 28TH ST 222010-851144 121 1 2 28TH ST 222010-851169 124 1 2 29TH ST 222010-625358 204 29TH ST 222010-826656 203 1 2 28TH ST 222060-007265 SEE ABOVE SEE ABOVE 786472 z 1-4WAY SEC BAR (XFMR) 2713 A 28TH ST 222010-851212 129 A 27TH ST 222010-851194 119 28TH ST 222010-807120 122 29TH ST 222010-855192 204 1 2 29TH ST 222010-855215 205 28TH ST 222010-826635 Y BY-PASS EXISTING CSD 140 TLM J.P.A. N0. ASSOCIATED DESIGN NO. -0 1-6WAY SEC BAR 2713 B 28TH ST 222010-851215 129 B 27TH ST 222010-851195 119 1/2 28TH ST 222010-851171 122 1/2 29TH ST 222010-625406 206 29TH ST 222010-855213 205 1/2 28TH ST 222010-826632 N CODE CHANGE TO CHECKED %LOAD SEE ABOVE 2801 BALBOA BLVD 222011-203160 127 27TH ST 222010-380488 117 28TH ST 211010-006561 120 29TH ST 222010-632595 206 1 2 29TH ST 222010-855228 207 28TH ST 222010-826633 PRODUCT/SAP N0. PRODUCT/SAP N0. PRODUCT/SAP N0. N 2803 BALBOA BLVD 222010-855239 127 1/2 27TH ST 222010-851190 115 28TH ST 222010-851221 120 1/2 29TH ST 222010-632592 208 29TH ST 222010-826659 207 1/2 28TH ST 222010-826610 TDI 103674 (20B) SEE ABOVE SEE ABOVE z 2711 BALBOA BLVD 222010-851193 125 A 27TH ST 222010-851166 115 1/2 28TH ST 222010-851168 118 29TH ST 222010-625404 208 1/2 29TH ST 222010-826658 209 A 28TH ST 222010-826608 F CH/SCE 11/25/19 EM/SCE MC/ASP PROPOSED CONSTRUCTION (LOCATION) 2711 BALBOA BLVD 222010-851192 125 B 27TH ST 222010-851164 113 28TH ST 222010-851223 118 1/2 29TH ST 222010-625405 210 29TH ST 222010-826657 209 B 28TH ST 222010-826609 F SAT 03/20/17 RULE 20B AAA HM 53150 AD NO. 111 124 28TH ST 222010-851214 123 27TH ST 222010-851165 113 1/2 28TH ST 222010-785729 116 29TH ST 222010-686185 210 A 29TH ST 222010-861132 211 A 28TH ST 222010-826611 BALBOA BLVD BETWEEN 30TH 8c 22ND ST 124 1/2 28TH ST 222010-851213 121 27TH ST 222010-851191 111 28TH ST 222010-851220 116 1/2 29TH ST 222010-861206 212 A 29TH ST 222010-861133 211 B 28TH ST 222010-855214 P 10/13/16 1 hm/dl NEWPORT BEACH 122 28TH ST 222010-851216 121 1/2 27TH ST 222010-851188 111 1/2 28TH ST 222010-851222 114 29TH ST 222010-625378 212 B 29TH ST 222010-861135 213 28TH ST UNIT 1 222010-826585 B 05/20/16 S. GOUGSA hm/ga 52823 of 122 1/2 28TH ST 222010-851219 119 27TH ST 222010-851142 109 A 28TH ST 222010-851197 114 1/2 29TH ST 222010-625379 214 29TH ST 222010-861157 213 28TH ST UNIT 2 222010-826584 SHEET JOB NO. 120 28TH ST 222010-851218 119 1/2 27TH ST 222010-851141 109 B 28TH ST 222010-851198 110 29TH ST 222010-625377 214 1/2 29TH ST 222010-861134 215 28TH ST 222010-855184 TYPE APPROVED BY DATE CHECKED BY DRAWN BY PAX # 6 11 0786472 3.01 120 1/2 28TH ST 222010-851217 125 28TH ST 222010-855186 128 29TH ST 222014-0496531108 29TH ST 222010-625376 216 29TH ST 222010-826587 217 28TH ST 222010-855187 09/06/16 REVISED DRAWING TO 20 SCALE FROM 30 SCALE hm/dl hm/ Southern California Edison Company OF NOTE: -WORK TO BE DONE ON ASSOCIATED TD1103682. EX:804846H POLE 45' CLASS 3 (1972) INSP. 2010 RM: 1 -RISER 3" 1-11P HYPLUG (2-4/0 & 1-1/0) 846H (ABANDON X. CIC (5 ) RISER DETAIL H947K TO 4846H L/N RM: 33' 2-4/0 & 1-1/0 SEC CF: HH H947J 18 1/2"x31"x24" (FULL TRAFFIC) IN: 1-6WAY SEC BARS GPS: LAT: N 33. 36' 44.84" LONG: W 117° 55' 54.02" CF: X5560064 PULL BOX g 2'6"X4'X3'6" CONCRETE FULL TRAFFIC IN: 2-1/0 2 -WAY DBE W/T-CNN & INS PLG 1 -SL CBL RACK COMP 3", 11", 36" FOR PB CF: 1 3" 184 59' H063C TO PL 106 29TH ST C.O. 1-3" (55') PL TO METER (92+47) IN: 61' 3-1 /C 2-1 /0 & 1-#2 SERV. EPL H063C TO PL 106 =193' MAX PULL =696' CF: 1 3" 183 32' H063C TO PL 2810 OCEANFRONT C.O. 1-3" (11') PL TO METER (92+26) IN: 49' 3-1/C 2-1/0 & 1-#2 SERV. EPL H063C TO PL 2810 =137' MAX PULL =696' CF: 1 3" (3-8r8- _4' H063B TO H063C IN: 87' 3-1/C 2-350 & 1-4/0 SEC. EPL H063B TO H063C =181' H063C TO H063B =241' MAX PULL =1223' NOTE: -WORK TO BE DONE ON ASSOCIATED TD1103682. EX:4208216E POLE SEE SHT. 6 MATCH LINE STA. 8+00 NOTE: 4'x4' EASEMENT REQUIRED. CR:HH H947K 13"x24"18" (PLASTIC) RM: 1-6WAY SEC BARS (7+76) CF: HH H063H 18 1/2"x31"x24" (FULL TRAFFIC) IN: 1-6WAY SEC BARS SPEED LIMIT (M HH H947K SEE SHT. 6 2 51] 18 1 /2"x31 "x24" (FULL TRAFFIC) MATCH LINE STA. SEE SHT. 6IN: 1-6WAY SEC BARS 8SEE SHT. 6 MATCH LINE STA. 8*00EPL �F: 5 H063H TO PL 116 = 88' 17' 17' 8' MAX PULL =696192 115 1161AIA TCH LINE STA. 8-�00 1/2 11111 2 EPL CF: 223KW 5' 5' / H063H TO PL 117 = 61' H063H TO PL 116 28TH ST 2.48KVA 2.78KW 1 3" C.O. 1-3" 17' PL TO METER 7+82 %, P 3.09KVA MAX PULL =696' 191 10' 116 ( ) ( ) S H063H TO PL 117 27TH ST) 4.5 4 5' 1 42K SS IN: 38' 3-1/C 2-1/0 & 1-25 i, 1.57KVA ��1� �, C.O. 1-3" (9') PL TO METER (7+82) ���-- «1 IN: 25' 3-1/C 2-1/0 & 1-#2 SERV. SS EPL � ---�_� - - _ H063H TO PL 114 =115' CF: 7+76 CF: SS EPL MAX PULL = 696' 1 3°' I H063H 1 3» H063H TO PL 115 =130' 114 194 29' I I 193 23' MAX PULL = 696' 114 1/2 H063H TO PL 114 28TH ST a H063H TO PL 115 27TH ST) 115 114 2.17KW C.O. 1-3" (7') PL TO METER (7+56) N C.O. 1-3" (23') PL TO METER (7+57) 6.19KW I CF: 2.68KW 2.41 KVA IN: 42' 3-1/C 2-1/0 & 1-#2 S V IN 52' 3-1/C 2-1/0 & 1-#2 SERV. 6.88KVA 1 3" 2.98KVA (7+28) _ SERV, ��5 _ w_=1.8s% CF. HH H063G �S EPL FL -2'69% H063G TO H063H H063G TO PL 112 =54' CF' A -I - - IN: 57' 3-1/C 2-350 & 1-4/0 4/0 SEC. 18 1/2"x31"x24" (FULL TRAFFIC) MAX PULL �� =696' 1 3 � 113 CF' EPL ;-EPC- IN: 1-6WAY SEC BARS 195 12' 0.84KW 1 3" H063G TO PL 113 =112' H063G TO H063H =115' C1� 112 A H063G TO PL 112 28TH ST a 0.93KVA 196 gMAX PULL =696' H063H TO H063G =115' * 112 B C.O. 1-3" (5') PL TO METER (7+31) H063G TO PL 113 27TH ST) AX PULL =1223' 1.94KW IN: 23' 3-1/C 2-1/0 & 1-2 SERV. iJ 7+31 C.O. 1-3" (49') PL TO METER (7+31) 2.16KVA 1 - EX. 2048298E112 I� IN 60' 3-1/C 2-1/0 & 1-2 SERV. 1.38KW EPL CF:7+28 1.54KVA SS H063F TO PL 110 =122' MAX PULL 1 3" H063G 696' 198 34' EPL o--- �� NOTE: CF: H063G TO PL 111 =25' -SS 110 A H063F TO PL 110 28TH ST � POLE TO BE REMOVED MAX PULL =696' 110 2 5" I 3' 110 B C.O. 1-3" (4') PL TO METER (7+10) �' ON TD1103682. 1 3" 1.91KW 3.21KW IN: 44 197 3-1/C 2-1/0 & 1-#2 V. 111 5' 2.12KVA 41 14' 3.57KVA - w=2.27% 063 TO CA CF: -F 4.22KW H063G TO PL 111 27TH ST) FL=3.21% 0 7+01 - - 1 3» �_ r _ 4.68KVA C.O. 1-3" (8') PL TO METER (7+28) +VLNI 00 13' - - IN: 18 3-1/C 2-1/0 & 1-#2 SERV. H063F TO PL 108 28TH ST _�il- 14' 108 A C.O. 1-3" 5 ) PL TO METER 6+82 +' o a c 13' ------ - --0 108 B IN: 24' 3-1/C 2-1/0 & 1-#2 SERV. I " I CF: + CF: 1.66KW „ EPL I 1 3" 1 3 1.85KVA EPL I f�=� 2' H063F TO PL 109 = 77' --�� �� MAX PULL =696' I 45 48 I � H063F TO PL 108 = 54' i i rS 199 18' 108 f� MAX PULL =696' 6+85 H063F TO PL(109 27TH ST) H063F TO H063G - 6+80 CF: HO F63 C.O. 1-3" (3') PL TO METER (7+00) I 3.19KW IN: 52 3-1/C 2-350 & 1-4/0 SEC. V5560063 106 A 3.55KVA EPL 106 B 1 3" - i -- IN: 27' 3-1/C 2-1/0 & 1-#2 SERV. _ w=2.24% H063F TO H063G =105' * 1.46KW 201 16' r ^; iiiii x � � 107 A CF: EPL I FL=2.78% H063G TO H063F =105' * 14' 1.63KVA H063F TO PIL 06 28TH ST SS --- SS --= MAX PULL 9411 1--- 107 B H063E TO PL 107 =148' S =1223' 2 3" 1 EX. 1-3" (30') 115 116 MEM H947K TO CAP 115 1/2 116 1/2 SEE RUN 29 5' 3.54KW 1.64KW SHT. 6 2' 2.51KVA 1.82KVA w=2'35% 1 3» /L4// //////////Zzzz/////Zz FL=2'53% MEM - - CF: - - SEE RUN 173 o II 1 3" 114 SHT. 6 4'LEX. 4' 36 31' 114 1/2 7+56 H947J TO H947K 113 1.73KW CF: o846H IN: 34 3-1/C 2-350 & 1-4/0 SEG12 Z�KW 1.92KVA EPL 2.51KVA 1 3 H947J TO H947K =169' 181 5' H947K TO H947J =133' H947J TO PL 114 29TH ST o P MAX PULL =1223' C.O. 1-3" (6') PL TO METER (7+45) - - - IN: 16' 3-1/C 2-1/0 & 1-#2 SERV. 2 - SPEED EPL EX. 3-1/C 2-1 /0 1-#2 111111/2 H947J TO PL 114 = 29' 7+42 o �� CF: NOTE: 2.61 KW LIMIT MAX PULL =696' H947J - I POLE TO BE REMOVED 2 3" 2.91KVA I I ON TD1103682. 37 205' ter; L5= X5560064 X0064 TO V0063 7+32 CF: IN: 205' 2-1/C 1/0 JCN JANUARY 12KV LL 1 3"EPL - - 182 5' 3' X0064 TO V0063 = 705' H947J TO PL (108/110 29TH ST ^ V0063 TO X0064 =397' 7+23 C.O. 1-3" (5) PL TO METER (7+41) 110 EX. 1-3" (50') MAX PULL =1041' 109 A EX. 4208359E IN: 15' 3-1/C 2-1/0 & 1-#2 SERV. 108 H947J TO CAP 109 B 3.84KW 3.99KW 6+64.95 CA 28TH ST H947J TO PL 108/110 = 25' 4.27KVA EX 2-4/0 1-1/0 (70') CF: 4.43KVA 94+02.48 CA ALLEY MAX PULL = 696' w=2.35% 1 3" FL=2.53% -- ---- 187 75' -- oI H063A TO PL 107 28TH ST) L 106 6+74.93 C ALLEY r C.O. 1-3" (1') PL TO METER (93+06) 106 1 2 92+73.38 CA ALLELJ 107 EPL IN: 81 3-1/C 2-1/0 & 1-#2 SERV. 3.81KW 107 1/2 4.24KVA 1.31 KW H063A TO PL 107 = 259' r- N w=1.72% 1.45KVA MAX PULL = 696' ") 00 FL=2 8% 1 °' 00 ., / O O .. M Ll 04 00 04 ^' �a 2810 2808 S N -4m I "� 3.03KW 2.26KW S + a I o 3.37KVA I 2.51KVA M rn w z WI w 2806 I 2804 I w i 1.22KW 2.76KW [ON : 1.36KVA I 3.07KVA 2802 4'x4' TO BE REMOVED 14.87KW D1103682. 16.53KVA NOTE: POLE BE REMOVED ON TD1111 03682. 2800 9.27KW CF: CF: I 10.30K VA 45' CLASS 4 (1993) INSP. 2010 RM: 1 -RISER 2-1/2" 1-11P HYPLUG (2-1/0 & 1-#2) (ABANDON) POLE TO H063B 420 33' 1-2 1/2" UP 93 16E 4' CIC ABND 1P 37' 3-1/C 2-1/0 1-2CLP 93 RM: 37' 3-1/0 2-1/0 & 1-#2 SEC NOTE: -WORK TO BE DONE ON ASSOCIATED TD1103682. EX:4381682E POLE 1 3" 1 3" 185 4' 186 73' I H063B TO PL 2808 OCEANFRONT) I H063A TO PL 2804 OCEANFRONT) I I C.O. 1-3" (22') PL TO METER (92+72) C.O. 1-3" (9') PL TO METER (93+01) IN: 31' 3-1/C 2-1/0 & 1-#2 SERV IN: 87' 3-1/C 2-1/0 & 1-#2 SERV. EPL EPL H063B TO PL 2808 =164' H063A TO PL 2804 = 274' MAX PULL i =696' MAX PULL =696' 50' CLASS 4 (1999) INSP. 2010 RM: 1 -RISER 3" 1-4WAY SEC BAR 1-11P HYPLUG (2-4/0 & 1-1/0) CR: 3-13"X24" HANDHOLE (H063A, H063B, H063E) 438 1682E (ABANDON) 1682E TO H063A RISER DETAIL EX. CIC (5') L/N 33' 1-3" UP 99 RM: 35' 2-4/0 & 1-1/0 SEC 41 cyi CR:HH H063B 13"x24"24" (CONCRETE) RM: 1-4WAY SEC BARS INTERCEPT CF: HH H063B 18 1/2"x31"x24" (FULL TRAFFIC) IN: 1-6WAY SEC BARS NOTE: DOCUMENTED RIGHTS FOUND: EXISTING U.G. EASEMENT 6' X 6' - 441898/RIN: 171263 RECORDED: 03/15/1993 OCEANFRONT 1 3;, 39 104' H063A TO H063B IN: 106' 3-1/C 2-350 & 1-4/0 SEC. EPL H063A TO H063B =306' H063B TO H063A =310' MAX PULL =1223' `F'L ADDRESS METER NUMBER 6+50.42 C/L 28TH ST C.O. 1-3 (5 ) TO METER- f6+78 -- 2' 3.83KW1 222010-633796 2812 A OCEANFRONT 3 MAX PULL =696' 222010-633797 106 222010-686096 2808 OCEANFRONT 222010-686098 2808 OCEANFRONT 94+02.47 C/L ALLEY I : 2T 3-1/C 2� "_1-j2_SERV. , �- - - 10 4.25KVA 2802 OCEANFRONT 03 41' , - , 106 29TH ST 1.03KW 106 1/2 29TH ST 222010-686186 107 28TH ST <=PULL EPL 222010-851199 112 B 28TH ST w=0.55% H063E TO PL 107 27TH ST) 114 1/2 28TH ST 1.15KVA 116 28TH ST 222010-851149 i �. VEN r _ H063F TO PL 106 - 70' �� - 222010-849072 107 B 27TH ST - FL -214% C.O. 1-3" (1') PL TO METER (95+61) �, 6+50.50 CA 27TH ST 111 27TH ST 222010-892611 113 27TH ST 211010-008751 MAX PULL =696' 222010-849073 115 27TH ST 222010-851143 IN: 48' 3-1/C 2-1/0 & 1-#2 SERV. 96+42.61 CA ALLEY CF: 1 - SS - --- �., 3 _ --- C - i 40 54' �;- -b - --- --____ V0063 TO H063A - - PUL I-� - _ - --- - -- ---- IN: 54' 3-1/C 2-350 & 1-4/0 G T� 0 94+54 ' ---- EPL SST I H063D 1 - -- - 0 I H0063 TO TO H063A =183' * V0063 �77� 1 L� w 2708 N 112 MAX PULL =1223' 2714 �� 2712 2710 �;1 1 1 4.79KW 2.54KW 1.04KW �7 w J J 1.29KW a 1.43KVA 1 I ' �S -,���� `�' Sr2608 CF: 5.33KVA S 2.82KVA 1.16KVA a �, 2706 2702 2700 � S C> rn w N rn M 0.28KW 1.23KW 0.79KW 2610 �� • 1 3" -_ v c� �o+� 0.31KVA 1.37KVA 3.49KW i; 1.41KW 42 63' V0063 TO H063DCQ CF: ,� C) � �r, 04 � rn s Ln - 0.87KVA w=0.46% I 3.88KVA S w=0.67% 1.56KVA +� NOTE: FL=2'52% FL=2.13% y IN: 63' 3-1/C 2-350 & 1-4/ SEC. EPL I! SLE TO BE REMOVED V0063 TO H063D =251' I 189 10' I ON TD1103682 S• r S H063D TO Vo0063 =11T * H063D TO PL 2712 OCEANFRONT) I ^� MAX PULL =1223' C.O. 1-3" 6' PL TO METER 94+54 IN: 15' 3-1/C 2-1/0 & 1-#2 SERVI I ' I EPL H063D TO PL 2712 = 29' o MAX PULL = 696' CF: + t o 1 3" CO Of 46 174' I a CF: V0063 TO H063F o 8' 17' 17' 50 8 43 1 3" IN: 176' 3-1/C 2-350 & 1-4/0 EPL SEC. 4.5' 00 82' H063D TO H063E V0063 TO H063F =736' N ^0 Ln CF IN: 84' 3-1/C 2-350 & 1-4/0 SEC. H063F TO V0063 = 423' * 4 10.5' CR: HH H063A 13"x24"24" (CONCRETE) RM: 1-4WAY SEC BARS INTERCEPT (94+54) CF: HH H063A I CF: HH H063D 18 1/2"x31"x24" (FULL TRAFFIC) 1811/6WAYx24" SEC BARS TRAFFIC) - - IN: 1-6WAY SEC BARS - - NOTE: EASEMENT REQUIRED. NOTE: -PTC REQUIRED. (ROUTE 7) -TRAFFIC CONTROL REQUIRED. -SPECIAL ORDER VAULT WITH CORROSION PROTECTION. CF:V5560063 VAULT 7'x18'x8' (TUB STYLE) 2-6" GRADE RINGS 2-8" S.P. VENTS CF: 8-18 12"X31"X24" HH H063A, H0636, H063D H063E, 063F, H063G, HO 3H) (H063C; SHT.4) IN: 2-50KVA 12KV FUSED DE W/1/0 SN: SN: ------------- 2-200A SWAY LB J -BAR (J063A 6-200A LOADBREAK ELBOW (1/0 2-11P 4WAY INS BAR (#8-350) (XFMR) 1 -COMPOSITE CABLE RACK & GROUND KIT (4/0 BC) 18-14" CABLE HOOK 4-200A LOADBREAK ELBOW W/ BUSHING 1/0 (XFMR) 8-6WAY SEC BARS *FEEDING WEST EPL MAX PULL =1223 5 10.5' 1 3" H063D TO H063E = 245' * - - _ _ ^ 30' 190 52' H063E TO H063D = 245' * 1 3'° CF: LO - - __ H063D TO PL 2710 OCEANFRONT) MAX PULL =204' 02 30' 1 3" ® C.O. 1-3" (23') PL TO METER (95+00)--------------------H063E TO PL 2706 OCEANFRONT 205 79' IN: 85' 3-1 /C 2-1/0 & 1-2 SERV. C.O. 1-3" (19') PL TO METER (95+55)------H063E TO PL 2700 OCEANFRONT) EPL ------------- , - IN: 55' 3-1/C 2-1/0 & 1-#2 SERV. C.O. 1-3" (9') PL TO METER (96+04) 1 3" H063D TO PL 2710=229' --- EPL ---------- IN: 94' 3-1/C 2-1/0 & 1-#2 SERV. MAX PULL =696' --------CF:------ - 1gg 5' H063E TO PL 2706 = 268' EPL H063D TO PL 2714 OCEANFRONT) MAX PULL =696' CF' H063E TO PL 2700 =290' 1 3" C.O. 1-3" (5) PL TO METER (94+51) 1 3" MAX PULL =696' 206 29' IN: 16' 3-1/C 2-1/0 & 1-#2 SERV. 04 55' H066B (SHT. 9) TO PL 2610 OCEANFRONT) EPL H063E TO PL 2702 OCEANFRONT) C.O. 1-3" (5) PL TO METER (96+82) H063D TO PL 2714=50' C.O. 1-3" (10') PL TO METER (95+79) IN: 40' 3-1/C 2-1/0 & 1-#2 SERV. MAX PULL =696' IN: 71' 3-1/C 2-1/0 & 1-#2 SERV. EPL EPL H066B TO PL 2610 =117' H063E TO PL 2702 = 214' - MAX PULL = 696' MAX PULL = 696' - - - TLM DATA: V5560063 SIZE KVA CUST % LOAD EXIST: - - - - % PROP: 50 47.4 14 94.80% VOLTAGE DROP: 1.61 % FLICKER FACTOR: 2.24% PRI. CIRCUIT: JANUARY 12KV SUBSTATION: LAFAYETTE SUB ADDRESS METER NUMBER 2814 OCEANFRONT 222010-633798 2814 1/2 OCEANFRONT 222010-633796 2812 A OCEANFRONT 222010-633799 2812 B OCEANFRONT 222010-633797 2810 OCEANFRONT 222010-686096 2808 OCEANFRONT 222010-686098 2808 OCEANFRONT 222010-686099 2804 OCEANFRONT 222010-686097 2802 OCEANFRONT 222010-633820 2800 OCEANFRONT 222010-686123 106 29TH ST 222010-686187 106 1/2 29TH ST 222010-686186 107 28TH ST 222010-851196 107 1/2 28TH ST 222010-851199 *FEEDING EAST TLM DATA: V5560063 SIZE KVA CUST % LOAD EXIST: - - - - % PROP: 50 49.5 28 99 % VOLTAGE DROP: 1.89% FLICKER FACTOR: 2.69% PRI. CIRCUIT: JANUARY 12KV SUBSTATION: LAFAYETTE SUB ADDRESS METER NUMBER 2714 OCEANFRONT 222010-686144 2712 OCEANFRONT 222010-686120 2710 OCEANFRONT 222010-686121 2708 OCEANFRONT 222010-686145 2706 OCEANFRONT 222011-301180 2702 OCEANFRONT 222010-686158 2700 OCEANFRONT 222010-686122 106 A 28TH ST 222010-851173 106 B 28TH ST 222010-851174 108 A 28TH ST 222010-851172 108 B 28TH ST 222010-851175 110 A 28TH ST 222010-851151 110 B 28TH ST 222010-851148 112 A 28TH ST 222010-777646 112 B 28TH ST 222010-851150 114 28TH ST 222010-851189 114 1/2 28TH ST 222010-851147 116 28TH ST 222010-851149 116 1/2 28TH ST 222011-544820 107 A 27TH ST 222010-849072 107 B 27TH ST 222010-849075 109 27TH ST 109 1/2 27TH ST 222010-849074 111 27TH ST 222010-892611 113 27TH ST 211010-008751 115 27TH ST 222010-849073 115 27TH ST 222010-851143 117 1/2 27TH ST 222010-851140 CR:HH H063E 13"x24"18" (PLASTIC) RM: 1-4WAY SEC BARS CF: HH H063E 18 1/2"x31"x24" (FULL TRAFFIC) IN: 1-6WAY SEC BARS I EX:1671239E POLE 40" CLASS 3 (1966) INSP. 2010 NOTE: RM: 1 -RISER 2-1/2" 1-1P HYPLUG (2-4/0 -WORK TO BE DONE ON & 1-1/0) ASSOCIATED TD1103682. 671 39E (ABANDON) 1P 1239E TO H063E 33' 3 1/2" UP EX. CIC (5) RM: 38' 2-4/0 & 1-1/0 SEC CF:HH H063F 18 1/2"x31"x24" (FULL TRAFFIC) IN: 1-6WAY SEC BARS *INVENTORY MAP NO: ASSOCIATED TD'S: 28-11A-4 28-11D-1 TD# DESIGN# TYPE 28-11C-3 28-11D-4 TD1573998 1172646 RULE 20A OH REMOVAL 28-1113-7 28-11D-7 TD1509510 1120890 RULE 20A UG INSTALL **THOMAS GUIDE TD1103682 786477 RULE 20B OH REMOVAL OC 888-H7, 916-H1 FINAL DESIGN APPROVED FOR CONSTRUCTION 2�P o� v cA C O �Q O �P P� * -1 1z, 4�. UPv 0 20 40 UNDERGROUND SERVICE ALERT Dial 811 Call USA For Underground Locating 2 Working Days Before You Dig NOTE: -PTC REQUIRED. (ROUTE 7) -TRAFFIC CONTROL REQUIRED. -TO BE INSTALLED UNDER 20A TD1509510. -50KVA TRANSFORMER INSTALLED ON 20A TD1509510. EX:V5584072 VAULT 11 7'x18'x8' (TUB STYLE) 2-6" GRADE RINGS 2-8" S.P. VENTS CF: 3-18 1/2"01%24" HH (H072B, H072G, 1-1072H) IN: 1-5WAY GAS SWITCH (GS4112) SN:------------- 1-50KVA/12KV FUSED DE W/LBE 1/0 120/240V 10 3W SN: ------------- 6-600A EXT. W/200A TAP LBE 1/0 (FIG B) (GS4112) (POS. 2,3,&4) 1-600A DE RECEPTACLE (FIG A) (POS. 2) 6-600A ELBOW 1000 (FIG D) (POS. 1&5) 3-600A DE RECEP. W/TEST PT. FIG A) (GS4112) (POS. 2,3&4) 2-200A SWAY LB J -BAR (J072A 6-200A LOADBREAK ELBOW (1/0) (J072A) 2-200A LOAD BREAK ELBOW W/BUSHING (1/0) (XFMR) 1-1P 4WAY INS BAR 48-350) (XFMR) 3-6WAY SEC BARS MI: 20' 1-1/C 1/0 JCN (XFMR) *FEEDING SOUTH TLM DATA: V5584072 SIZE KVA CUST % LOAD EXIST: - - - - % PROP: 50 46_65 25 93.30 % VOLTAGE DROP: 2.27% FLICKER FACTOR: 3.21 % PRI. CIRCUIT: JANUARY 12KV SUBSTATION: LAFAYETTE SUB ADDRESS �7/7, 8+54 METER NUMBER 128 27TH ST 222010-887804 126 27TH ST 222010-816736 126 1/2 27TH ST 222010-846526 124 27TH ST 222010-846527 122 27TH ST 222010-846439 120 27TH ST 322010-420150 118 27TH ST 222010-849051 116 27TH ST 222014-083477 114 27TH ST 222014-132135 112 27TH ST 222010-846437 110 27TH ST 222014-064717 108 27TH ST 222010-849049 106 27TH ST 222010-849050 129 26TH ST 222010-861708 127 26TH ST 222010-861711 125 26TH ST 222010-887807 125 1/2 26TH ST 222010-887806 123 26TH ST 222010-887783 121 26TH ST 222010-887781 119 26TH ST 222010-861709 117 26TH ST 222010-849048 115 26TH ST 222010-887808 113 26TH ST 222010-680048 111 26TH ST 222010-861710 109 26TH ST 222014-137773 NOTE: TRANSFORMER INSTALLED ON 20A TD1509510. *FEEDING EAST TLM DATA: V5584072 SIZE KVA CUST % LOAD EXIST: 50 23_04 15 46.09 PROP: - - - - % VOLTAGE DROP: 1.26% FLICKER FACTOR: 3.21 % PRI. CIRCUIT: JANUARY 12KV SUBSTATION: LAFAYETTE SUB EX: HH H072A 18 1/2"x31"x24" (FULL TRAFFIC) EX: 1-6WAY SEC BAR CF: 1 3" 07 33' H072A TO PL 126 27TH ST C.O. 1-3" (7') PL TO METER (9+06) IN: 46' 3-1/0 2-1/0 & 1-#2 SERV. EPL H072A TO PL 126 =122' MAX PULL = 696' CF: 1 3" 47 53' H072A TO H072B IN: 57' 3-1/0 2-350 & 1-4/0 SEC. EPL H072A TO H072B =139' * H072B TO H072A =139' * MAX PULL =1223' CF: 1 3" 209 13' H072B TO PL 124 27TH ST C.O. 1-3" (38') PL TO METER (8+83) IN: 55' 3-1/C 2-1/0 & 1-12 SERV. EPL H072B TO PL 124 =101' MAX PULL =696' CF: 1 3" 48 35' H072B TO H072C IN: 39' 3-1/C 2-350 & 1-4/0 SEC. EPL H072B TO H072C =103' H072C TO H072B = 92' MAX PULL =1223' (8+82) CF: HH H072B 18 1/2"x31"x24" (FULL TRAFFIC) IN: 1-6WAY SEC BARS NOTE: 4'x4' EASEMENT REQUIRED. (8+54) EX: HH H072C i 18 1/2"01"x24" (FULL TRAFFIC) EX: 1-6WAY SEC BAR EX: HH H072D 17"00%24" (CALTRANS) RM: 1-4WAY SEC BARS IN: 1-6WAY SEC BARS 0 w SPEED LIMIT ❑1 2605 1/2 BALBOA BLVD 0 1.00KW 1.18 KVA 12"ACW:====� �n to ff BALBOA BLVD.00 C/L ALLEY0oMO) o72O BE REMOVED ------.i I I 126 - 126 1/2 2.69KW 2.99KVA 124 + 1.60KW 1.78KVA T---- --- 122 - - - 2.68KW ^ n 2.98KVA +59 1 a EX. 1-3" (10') HH TO RISER 120 4.59KW 8+50 - 5.10KVA 118 1.19KW 1.32KVA / CF: 1 3" 212 5' H072D TO PL 116 27TH ST C.O. 1-3" (23') PL TO METER (8+04) IN: 33' 3-1/0 2-1/0 & 1-#2 SER EPL H072D TO PL 116 = 72' / MAX PULL =696' 2 3"" IMEMCI 3EE RUN 55 SHT. 9 EX. 1-3" (90') H072D TO H072E EX. 3-1/C 2-4/0 & 1-1/0 SEC EX. 3-4" (81')ZEX. 4-5" Ff " COMM V4716 TO RISER V47117 TO V4716 o 00 0 J I6. X X w ��/ z i 0 145+75 ®\ -_Ek W W --------------I Wi 12" AC W ---470-- Y 145+45.22 C/L BALBOA BLVD 145+44.37 C/L BALBOA BLVD 10+00.00 C/L 26TH STREET 10+00.00 C/L 26TH STREET 146+35.05 C/L BALBOA BLVD 0 O 10+00.00 C/L ALLEY 145+00 c¢, 00 C'- 146+00 ^z na0 CDwZ - � c C,. \ 8» W (ABAND.) _------------�------------ iV N EX. 1-3" (28') V4072 TO H072F EX. 2-5" (116') J I V4716 TO CAP EX. 1-3" (153') \ V4072 TO CAP E E E O ---- = 12" SD -- _ -- -- - --- --- -_ 2' - o EPL CF: ----9+56 - L Cn i z + H072F TO PL 128 = 74' P PT. E ii + _ = 129 ,� ^o MAX PULL = 696' 1 3" 10 v `O z x X 1.38KW w = 214 g' a ^0 ``' ``' 1.54KVA I 128 H072F TO PL 128 26TH ST / 2.08KW C.O. 1-3" (20') PL TO METER (9+32) _� - - - � 2.32KVA IN: 38 3-1/C 2-1/0 & 1-#2 SERV.i �I SS /////////, EPL EX. H072A CF H072A TO PL 127 =144' CF: P/U PT. "E" TO H072F IN: 183' 3-1/C 2-350 & 1-4/0 SEC. (V4072 TO H072F) EPL V4072 TO H072F =1365' <=OVERMAX H072F TO V4072 = 310' MAX PULL =1223' MIN EX. 2-5" (460') V3955 TO V4072 IN: 460' 3/C 1000 JCN (JANUARY 12KV) EPL V3955 TO V4072 = 516' V4072 TO V3955 = 598' MAX PULL = 2172' 7__12" AC W 147+22.38 CA BALBOA BLVD 10+00.00 C/L 25TH ST 147+00 8" W (ABAND.) I _o E => E E ---------- TV =12" SD - ---- - -- - -- ----- CITY SL -= v 129 2.11KW z z w w 2.35KVA g+30 X w w 716463H... �;- 1 3 MAX PULL = 696' -EPL - - 08F �� I i` it 9+27 I 127 CF. H072F TO PL 127 = 54' H072A TO PL 127 26TH ST) ^ EX. H072F C.O. 1-3" (24') PL TO METER (9+05) 127 i� 126, �� 4.27KW 1 3» MAX PULL =696' IN: 58' 3-1/C 2-1/0 & 1-2 SERV 1.21KVA 1.09KW 2.83KW �� �>> 4.75KVA 215 1' K 3.15KVA----------- CF: L"_ ZZZ/// - 13" 125 210 g' 125 1 /2 I o 0 H072B TO PL 125 26TH ST) 3.62KW C.O. 1-3" (14') PL TO METER (8+82) 4.03KVAil IN: 26' 3-1 /C 2-1 /0 & 1-#2 SERV it EPL H072B TO PL 125=59' +82 MAX PULL =696' -- -- -_ 8 - - H072B 8+80 EX. 508623E 123 0 94KW -E 2 1.04KVA 9+05 �7/7, 8+54 -3" (16') PL TO METER (9+29) 1-2 H072C EPL - - H072G 121 CF: H072C TO H072D = 249' * NOTE: HH H072A = 1.74KW 1 3» H072D TO H072C =199' ; TO BE INSTALLED UNDER TD1509510. w 10, ^ - 128 2.15KW EX. 1-3" (62') H072C TO H072D 2.38KVA V4072 TO H072A 217 28' ---= - - EPL 3-1/C 2-350 & 1-4/0 1111111177777777777 H072D TO PL 119 =139' H072G TO PL 124 26TH ST 119 CF: MAX PULL = 696' » - P - MAX PULL 1 3 696 `r �2 0.09KW 1 3" `- C.O. 1-3" 5 PL TO METER 8+82 ( ') ( ) IN: 43 3-1/C 2-1/0& 1-#2 SERV. / 0.10KVA I I 126 - 126 1/2 2.69KW 2.99KVA 124 + 1.60KW 1.78KVA T---- --- 122 - - - 2.68KW ^ n 2.98KVA +59 1 a EX. 1-3" (10') HH TO RISER 120 4.59KW 8+50 - 5.10KVA 118 1.19KW 1.32KVA / CF: 1 3" 212 5' H072D TO PL 116 27TH ST C.O. 1-3" (23') PL TO METER (8+04) IN: 33' 3-1/0 2-1/0 & 1-#2 SER EPL H072D TO PL 116 = 72' / MAX PULL =696' 2 3"" IMEMCI 3EE RUN 55 SHT. 9 EX. 1-3" (90') H072D TO H072E EX. 3-1/C 2-4/0 & 1-1/0 SEC EX. 3-4" (81')ZEX. 4-5" Ff " COMM V4716 TO RISER V47117 TO V4716 o 00 0 J I6. X X w ��/ z i 0 145+75 ®\ -_Ek W W --------------I Wi 12" AC W ---470-- Y 145+45.22 C/L BALBOA BLVD 145+44.37 C/L BALBOA BLVD 10+00.00 C/L 26TH STREET 10+00.00 C/L 26TH STREET 146+35.05 C/L BALBOA BLVD 0 O 10+00.00 C/L ALLEY 145+00 c¢, 00 C'- 146+00 ^z na0 CDwZ - � c C,. \ 8» W (ABAND.) _------------�------------ iV N EX. 1-3" (28') V4072 TO H072F EX. 2-5" (116') J I V4716 TO CAP EX. 1-3" (153') \ V4072 TO CAP E E E O ---- = 12" SD -- _ -- -- - --- --- -_ 2' - o EPL CF: ----9+56 - L Cn i z + H072F TO PL 128 = 74' P PT. E ii + _ = 129 ,� ^o MAX PULL = 696' 1 3" 10 v `O z x X 1.38KW w = 214 g' a ^0 ``' ``' 1.54KVA I 128 H072F TO PL 128 26TH ST / 2.08KW C.O. 1-3" (20') PL TO METER (9+32) _� - - - � 2.32KVA IN: 38 3-1/C 2-1/0 & 1-#2 SERV.i �I SS /////////, EPL EX. H072A CF H072A TO PL 127 =144' CF: P/U PT. "E" TO H072F IN: 183' 3-1/C 2-350 & 1-4/0 SEC. (V4072 TO H072F) EPL V4072 TO H072F =1365' <=OVERMAX H072F TO V4072 = 310' MAX PULL =1223' MIN EX. 2-5" (460') V3955 TO V4072 IN: 460' 3/C 1000 JCN (JANUARY 12KV) EPL V3955 TO V4072 = 516' V4072 TO V3955 = 598' MAX PULL = 2172' 7__12" AC W 147+22.38 CA BALBOA BLVD 10+00.00 C/L 25TH ST 147+00 8" W (ABAND.) I _o E => E E ---------- TV =12" SD - ---- - -- - -- ----- CITY SL -= v 129 2.11KW z z w w 2.35KVA g+30 X w w 716463H... �;- 1 3 MAX PULL = 696' -EPL - - 08F �� I i` it 9+27 I 127 CF. H072F TO PL 127 = 54' H072A TO PL 127 26TH ST) ^ EX. H072F C.O. 1-3" (24') PL TO METER (9+05) 127 i� 126, �� 4.27KW 1 3» MAX PULL =696' IN: 58' 3-1/C 2-1/0 & 1-2 SERV 1.21KVA 1.09KW 2.83KW �� �>> 4.75KVA 215 1' K 3.15KVA----------- CF: L"_ ZZZ/// - 13" 125 210 g' 125 1 /2 I o 0 H072B TO PL 125 26TH ST) 3.62KW C.O. 1-3" (14') PL TO METER (8+82) 4.03KVAil IN: 26' 3-1 /C 2-1 /0 & 1-#2 SERV it EPL H072B TO PL 125=59' +82 MAX PULL =696' -- -- -_ 8 - - H072B 8+80 EX. 508623E 123 0 94KW -E 2 1.04KVA 9+05 �7/7, 8+54 -3" (16') PL TO METER (9+29) 1-2 H072C EPL - - H072G 121 CF: H072C TO H072D = 249' * IN: 27' 3-1/C 2-1/0 & 17#2, SERV. 1.74KW 1 3» H072D TO H072C =199' ; 1.94KVA 49 60 MAX PULL =1223' - MAX PULL = 696' 1.79KVA H072C TO H072D EPL - IN: 62' 3-1/C 2-350 & 1-4/0 SEC.- 217 28' ---= - - EPL CF: H072G TO PL 125 = 45' 1111111177777777777 H072D TO PL 119 =139' H072G TO PL 124 26TH ST 119 CF: MAX PULL = 696' » - P - MAX PULL 1 3 696 `r �2 0.09KW 1 3" `- C.O. 1-3" 5 PL TO METER 8+82 ( ') ( ) IN: 43 3-1/C 2-1/0& 1-#2 SERV. / 0.10KVA 216 2 125 211 32' `-_ �5, H072D TO PL 1119 26TH ST) H072G TO PL 125 25TH ST 125 1/2 / C 0 1 3" (13') PL TO METER (9+03) 1 22KW q- 8+08 C.O. 1-3" (12') PL TO METER (8+29) 120 H072H TO PL 120 26TH ST 0.93KWC.O. " o ! HO726 IN: 50' 3_1/C 2-1/0 & 1-#2 SE4R5V,. - S -- I 1.03KVA 1-3 (22') PL TO METER (8+53) C.O. 1-3" (12') PL TO METER (8+31) IN: 38'� 1C 2-110 & 1,-#2 SERV. 3 A �I w X12, I v �- 072F TO PL 127 25TH ST) 9+05 _ -3" (16') PL TO METER (9+29) a� 1 3" H072G TO PL 123=196' - - H072G H072G TO PL 122 26TH ST IN: 27' 3-1/C 2-1/0 & 17#2, SERV. EPL CF: 124�- H072G TO PL 124 =121' 1 3" 1,61 KW s - MAX PULL = 696' 1.79KVA - EPL - o 217 28' CF: H072G TO PL 125 = 45' o 1 +-r� H072G TO PL 124 26TH ST -- » - P - MAX PULL 1 3 696 `r oa I i C.O. 1-3" 5 PL TO METER 8+82 ( ') ( ) IN: 43 3-1/C 2-1/0& 1-#2 SERV. / _ �� f..: 216 2 125 I I -__ 1 H072H 1 3» H072H TO PL 121 =121' `-_ I - H072G TO PL 125 25TH ST 125 1/2 / C 0 1 3" (13') PL TO METER (9+03) 1 22KW IN: 24' 3-1/C 2-1/0 & 1-#2 SERV. 1.35KVA 122 EP CF. L 0.50KW 1 3.. H072G TO PL 122 = 207' }, J CF: EPL Al � J 0.56KVA 218 48 MAX PULL =696' ", - a� 1 3" H072G TO PL 123=196' H072G TO PL 122 26TH ST _ 11 48' MAX PULL = 696' v o C.O. 1-3" (17') PL TO METER (8+62):, �,� H072G TO -PL PL 123 25TH ST) 123 IN: 75' 3-1/C 2-1/0 & 1-12 SERA --- C.O. 1-3" (9') PL TO METER (8+57) 123 1/2 EX: 716463H POLE IN: 6T 3-1/C 2-1/0 & 1-12 SERV. 2.92KW 40' CLASS 4 (1959) INSP. 2010 3.25KVA v.! �O �I co 71 6 EPL 777777777 C�: 8+53 CF. EPL H072H TO PL 120 = 52' 7 MAX PULL = 696' 1 3" I I -__ 1 H072H 1 3» H072H TO PL 121 =121' 33 ' 1 " H072F 33' 1-3" UP 20 y 7 � r-'_ 221 21' MAX PULL = 696' 120 H072H TO PL 120 26TH ST 0.93KWC.O. " '�i� H072H TO PL 121 25TH ST) 121 1 121 1 /2 I 1.03KVA 1-3 (22') PL TO METER (8+53) C.O. 1-3" (12') PL TO METER (8+31) IN: 38'� 1C 2-110 & 1,-#2 SERV. 3 A �, IN: 43' 3-1/C 2-1/0 & 1-#2 SERV0.5814 RM: 1-4WAY SEC BARS IN: 1-6WAY SEC BARS _ 118 CF: EPL _ - - CF: HH H072G 0.47KW1 3» H072H TO PL 118 =232', -- EPL 0.52KVA 23 56' MAX PULL = 696' i 119 CF H072H TO PL 119 =131' CF: H072H TO PL 118 26TH ST -5'1 1.20KAW 1 3.. MAX PULL =696' ° C.O. 1-3" (27') PL TO METER (8+06) - -� 2 1.33KVA 22 29, IN: 31' IN: 93' 3-1/C 2-1/0 & 1-#2 SERV; 8+05 I 15 H072H TO PL 119 25TH ST) �- "! EX. 124936E I I C.O. 1-3" (13') PL TO METER (8+28) TO H072F = 62' * - - --- IN: 49' 3-1/C 2-1/0 & 1-#2 SERV 4.5'� MATCH LINE ST, 4. 8 f 0 0 CF: 1 3" 213 13' H072D TO PL 117 26TH ST) C.O. 1-3" (23') PL TO METER (8+03) IN: 41' 3-1/C 2-1/0 & 1-#2 SERV. EPL H072D TO PL 117 = 86' MAX PULL =696' SEE SHT. 0 CF: 1 3" SPEED 24 32' H066H TO PL 116 26TH ST) LIMIT C.O. 1-3" (10') PL TO METER (8+03) 2 � IN: 42' 3-1/C 2-1/0 & 1-#2 SERV. EPL H066H TO PL 116 =115' MAX PULL =696' NOTE: -WORK TO BE DONE ON ASSOCIATED TD1103682. EX:508623E POLE 40' CLASS 5 (2013) INSP. N/A RM: 1 -RISER 2-1/2" 1-1P HYPLUG (2-4/0 & 1-1/0) 508 (ABANDON) 623E 8623E TO H072B EX. CIC (25') RISER DETAIL 28' 2 1/2" UP L/N 5'TOPH RM: 58' 2-4/0 & 1-1/0 SEC CF: 1 3" 25 27' H066H TO PL 117 25TH ST) C.O. 1-3" (10') PL TO METER (8+03) IN: 37' 3-1/C 2-1/0 & 1-#2 SERV. EPL H066H TO PL 117 =104' MAX PULL = 696' SS SS SPEED LIMIT 25 4.5' ''4zA � J NOTE: -WORK TO BE DONE ON ASSOCIATED TD1103682. M EX: 716463H POLE 40' CLASS 4 (1959) INSP. 2010 RM: 1 -RISER 3" 1-1P HYPLUG (2-1/0 & 1-#2) v.! �O �I co 71 6 1P (ABANDON) �1 33 ' 1 " H072F 33' 1-3" UP r^ EX. CIC 5') RM: 38' -1 /C 2-1/0 & 1-12 SEC EX?HH H072F 17"x30"x24" (CALTRANS) RM: 1-4WAY SEC BARS IN: 1-6WAY SEC BARS (9+05) CF: HH H072G 18 1/2"x31"x24" (FULL TRAFFIC) IN: 1-6WAY SEC BARS CF: 1 3" 53 28' H072F TO H072G IN: 31' 3-1/0 2-350 & 1-4/0 SEC. EPL H072F TO H072G = 62' * H072G TO H072F = 62' * MAX PULL =1223' CF: 1 3" 54 57' H072G TO H072H IN: 61' 3-1/0 2-350 & 1-4/0 SEC. EPL H072G TO H072H =123' * H072H TO H072G =123' * MAX PULL =1223' (8+53) CF: HH H072H 18 1/2"01"x24" (FULL TRAFFIC) IN: 1-6WAY SEC BARS *INVENTORY MAP NO: ASSOCIATED TD'S: 28-11A-4 28-11D-1 TD# DESIGN# TYPE 28-11C-3 28-11D-4 TD1573998 1172646 RULE 20A OH REMOVAL 28-11B-7 28-11D-7 TD1509510 1120890 RULE 20A UG INSTALL **THOMAS GUIDE TD1103682 786477 RULE 20B OH REMOVAL OC 888-H7, 916-H1 FINAL DESIGN APPROVED FOR CONSTRUCTION 20 40 UNDERGROUND SERVICE ALERT Dial 811 Call USA For Underground Locating 2 Working Days Before You Dig NOTE: -WORK TO BE DONE ON ASSOCIATED TD1103682. EX:576895E POLE 40' CLASS 5 (2013) INSP. N/A 895E (ABANDON) RM: 1 -RISER 2-1/2 6895E TO H072E 33' 1-2 1/2" UP RISER DETAIL EX. CIC 5') L/N RM: 38' -1/C 2-1/0 & 1-#2 SEC EX: HH H072E 17"00%24" (CALTRANS) EX: 1-6WAY SEC BARS CF: 3" 566'49 ' X2656 TO H072E IN: 51' 3-1/C 2-350 & 1-4/0 SEC. EPL GPS: X2656 TO H072E =53' LAT: N 33° 36' 40.85" H072E TO X2656 =119' MAX PULL =1223' LONG: W 117° 55' 51.03" 77 CF: X5722656 PULLBOX - 2'6"X4'X3'6" CONCRETE FULL TRAFFIC 1-6" GRADE RINGS IN: 1-6WAY SEC BARS 1 -COMPOSITE CABLE RACK & GROUND KIT (#2 BC) CF: 2 3" 55 306' N X2656 TO V4072 IN: 306' 2-1/C 1/0 JCN (JANUARY 12KV) EPL X2656 TO V4072 = 722' V4072 TO X2656 = 334' MAX PULL =1041' CF: 1 33" 1�1 /1 32 1 H072E TO PL (114 27TH ST) C.O. 1-3" (8') PL TO METER (7+56) IN: 46' 3-1 /C 2-1 /0 & 1-#2 SERV. EPL H072E TO PL 114 =133' MAX PULL =696' CF: HH H066G CF: HH H066H 18 1/2"01"x24" (FULL TRAFFIC) 18 1/2"01%24" (FULL TRAFFIC) IN: 1-6WAY SEC BARS6WAY SEC BARS 1 3" SPEED MEM LIMIT SEE RUN 225 SHT. 8 25\\ 1MEMSEE SHT. 8 SEERUN 224 SEESHSHT. 8 .MATCH LINE STA. 8*00 SEE SHT. 8 MATCH LINE STA. 8*00 SEE SHT. 8 _MATCH LINE ST f 00 116 117 1 MA TCH LINE STA. 8f 00 1.42KW 5 1.43KW 1.57KVA 5 EX. 1-3" (90') Q �, H072D TO H072E 1.59KVA 4. ' 4 5, 116 EX: 90' 2-4/0 & 1-1/0 SEC 0.68KW 5 117 t� 0.76KVA 4.88KW - - 2' 5.42KVA 4.5' 4.5' - - - CF: == VD=1.26% 7+80 FL=3.47% � � 115 EPL �� H066H a I 1.20KW 1 3" H072E TO PL 115 =13T 40 1 3' - - ---- 114 I 1 1.33KVA MAX PULL =ggg' 15' - �� 226 2g' H066H TO PL 114 26TH ST CF: EPL �� y 2.68KW r H072E TO PL 115 26TH ST) C.O. 1-3" (10') PL TO METER (7+74) I 1 3" H066H TO PL 115 =113' , 2.98KVA C.O. 1-3" 30' PL TO METER 7+56 1 I MAX PULL =696' w ( ) ( ) �� IN: 25 3-1/C 2-1/0 & 1-,�2 SERV. �- I, 241 27' > IN° 64' 3-1 In 2-1 /0 & 1-2 SERV I 114 115 • I S EPL H066H TO PL 115 25TH ST) CF: I/////// , x N _ " i� �;� �� � 115 1/2 H066H TO PL 114 = 70' 0.48KW 1.62KW �I 1 3" �� I � � : C.O. 1-3" (10') PL TO METER (7+56) EX. 2 SERV. MAX PULL = ggg' 0.53KVA ,ate, 7 3- - - _ 63 55 112 IN: 3 1/C 2 1/0 & 1 #2 SERV 1 79KVA _ �. �T �n - -� CF: - - // 1.38KW 7+53 I EPL �� T� CF: 113 � - -� H066G TO H066H 1.54KVA EX. HH H072E TO PL 113 =149' 1 3" 1.88KW 1 3 112 L o- IN: 59 3-1/C 2-350 & 1-4/0 SEC. NOT ON FIM 2.09KVA 243 - EPL " 2' MAX PULL = 6g6' 228 11 2.27KW H066G TO PL 113 = 99' EPL 25' " H066G TO PL 112 26TH ST 2.52KVA -J 113 CF: H066G TO H066H =119' * 7+38 H072E TO PL 113 26TH ST = MAX PULL �I _ 696' C.O. 1-3" (31') PL TO METER (7+30) �� - � - 2.42KW 1 3' H066H TO H066G =119' Ij� I 11.25 C.O. 1-3" (28') PL TO METER (7+53) ii 2.69KVA i � IN: 5T 3-1/C 2-1/0 A. 1-�2 SERV. �� EPL IN: 42 3-1/C 2-1/0 & 1-#2 SERV. I 4 18' MAX PULL -1223' CF: - - + EX. H072E H066G TO PL 112 = 97' ` I ' H066G TO PL 113 25TH ST) CF: --- C.O. 1-3" 15' PL TO METER 7+45 1 3" 1 3" ���T ii MAX PULL =696' � I --- 7+30 ( ) ( ) 229 52' i T , . i /����7TT77JT CF: 111 I - - - - _ 1 -� IN: 33' 3-1 /C 2-1 /0 & 1-#2 SERV. X2656 TO PL 110 27TH ST 7+28 I EPL "� -7; H066G a 64 35' 1.02KW I „ + �I - 1 3" H066G TO PL 110 79 - H066F TO H066G C.O. 1-3" (10') PL TO METER (7+29) 110 C�, EX. 576895E 1.14KVA EPL 30 42' I MAX PULL CF: = 696' 110 QI �� IN: 39 3-1 C 2-350 & 1-4/0 SEC. IN: 68 3-1/C 2-1/0 & 1-#2 SERV. 1.91KW i_ � ii i � 1 3' H066G TO PL 111 =124' / / EPL 2.12KVA X2656 TO PL 111 26TH ST) 1 3> 0.46KW +10 245 26' MAX PULL =ggg' EPL VD=2.27X 7+30 C.O. 1-3" 21' PL TO METER 7+28 0.51KVA 7+08 , a H066F TO H066G =100' X2656 TO PL 110 =169' ( ) ( ) 44 11' 7+05 - 2' H066G TO PL 111 25TH ST) H066G TO H066F =88' FL=3.21% IN: 6T 3-1 C 2-1 0 & 1- 2 SERV H066G TO PL 110 26TH ST) EX. 1249360E + C.O. 1-3" (13') PL TO METER (7+07) SPEED - MAX PULL = 696' �'� / / i� i i � �, - � , MAX PULL CF: 1 3" 232 1 p' X2656 TO PL 108 27TH ST C.O. 1-3" (13') PL TO METER (6+86) IN: 25' 3-1/C 2-1/0 & 1-#2 SERV. EPL X2656 TO PL 108 = 54' MAX PULL = 696' CF: 1 3" 233 10' X2656 TO PL 106 27TH ST C.O. 1-3" (9') PL TO METER (6+78) IN: 23' 3-1/C 2-1/0 & 1-#2 SERV. EPL X2656 TO PL 106 = 32' MAX PULL = 696' 1 3" NOTE: MEM USE 22.5° BEN FOR ALL SEE RUN 206 SEC BENDS IN THIS ALLEY. SHT' 7 (97+07) CF: HH H066B1 USE 22.5° BENDS FOR 17%30%24" (CALTRANS) ALL SEC BENDS IN IN: 1-6WAY SEC BARS THIS AREA. CF: 1 3" 34 5' H066B TO PIL 2608 OCEANFRONT) C.O. 1-3" (5) PL TO METER (97+07) IN: 16' 3-1/C 2-1/0 & 1-#2 SERV. EPL H066B TO PL 2608 =18' MAX PULL =696' (97+58) CF: HH H066A ZZ 17"00%24" CALTRANS IN: 1-6WAY SEC BARS NOTE: -PTC REQUIRED. (ROUTE 7) -TRAFFIC CONTROL REQUIRED. CF:V5560066 VAULT 13 7'x18'x8' (TUB STYLE) 2-6" GRADE RINGS 2-8" S.P. VENTS CF: 6-18 V2"x31"x24" HH(H066A, H066B, H066C, H066E, H066G, H066IN: 1-50K 120/240V 12KV FUSED DE W/1/0 SN:------------- 1-25KVA 120/240V 12KV FUSED DE W/1/0 SN: ------------- 2-200A 3WAY LB J -BAR W/3 1/0 ELBOWS�10) J066A) 4-200A LOAD BREAK ELBOW W BUSHING (1 (XFMR) 2-1P 4WAY INS BAR (#8-350) (XFMR) 1 -COMPOSITE CABLE RACK & GROUND KIT (4/0 BC) 6-6WAY SEC BARS *FEEDING SOUTH *FEEDING EAST TLM DATA: V5560066 SIZE KVA CUST % LOAD EXIST: - - - - % PROP: 50 40_52 16 81.04 % VOLTAGE DROP: 0.69% FLICKER FACTOR: 2.22% PRI. CIRCUIT: JANUARY 12KV SUBSTATION: LAFAYETTE SUB ADDRESS METER NUMBER 2500 OCEANFRONT 222010-633821 2502 OCEANFRONT 222010-646498 2502 1/2 OCEANFRONT 222010-646499 2504 OCEANFRONT 222010-633822 2506 OCEANFRONT 222010-633823 2508 OCEANFRONT 222010-646497 2510 OCEANFRONT 222010-686094 2600 OCEANFRONT 222020-032821 2602 OCEANFRONT 222010-686093 2604 OCEANFRONT 222010-686146 2604 1/2 OCEANFRONT 222010-686147 2606 OCEANFRONT 222010-686092 2608 OCEANFRONT 222014-073680 2610 OCEANFRONT 222010-686157 107 A 26TH ST 222010-638689 107 B 26TH ST 222010-603385 TLM DATA: V5560066 SIZE KVA CUST % LOAD EXIST: - - - - % PROP: 25 21_43 15 85.72% VOLTAGE DROP: 1.26 % FLICKER FACTOR: 3.47% PRI. CIRCUIT: JANUARY 12KV SUBSTATION: LAFAYETTE SUB ADDRESS METER NUMBER 106 26TH ST 222010-638745 108 A 26TH ST 222010-638744 108 B 26TH ST 222010-638731 110 26TH ST 222010-638730 112 26TH ST 211010-001455 114 26TH ST 222010-638746 116 26TH ST 222010-638747 107 25TH ST 222010-684984 109 25TH ST 222010-685214 111 25TH ST 222010-685215 111 1/2 25TH ST 222010-684987 113 25TH ST 222010-685213 115 25TH ST 222010-684985 115 1/2 25TH ST 222010-685212 117 25TH ST 222010-684963 - A EPL � � -1223 (28') ( ) IN: 43 3-1 /C 2-1/0 & 1-2 SERV. EX. HH H066F „ - - - _�i� C.O. 1-3PL TO METER 7+29 ' LIMIT 108 o X2656 TO PL 111 =180' Ir- 7TMAX PULL '� IN: 43 3-1/C 2-1/0 & 1-#2 SERV. ��, 3.19KW �{ a = 696' EPL "-- - 111111 /2 1.65KVA 117"x30"x24" CALTRANS 3.55KVA 1 109 CF: + �' H066F TO PL 108 = 68' -1r _ - SS 1.00KW r CF: 777TTTi Q _ =1 EPIL 0 MAX PULL =696'7+01 �� H066F TO PL 109=50' FL=2 78% 3 EPL 1.18KVA 1 3" 1 3"� I o SS 231 21' i i I EX. H066F 109 CF: MAX PULL I 1.49KW 1 3» X2656 TO PL 109 58' � 1108 A 246 13' �I � � I �.� =696' � MAX PULL =696' X2656 TO PL 109 26TH ST) ii 1108 B H066F TO PL 108 26TH ST 1.65KVA 47 4' C.O. 1-3" (6') PL TO METER (7+02) I 2.12KW CO. 1-3" 18') PL TO METER (7+01 - - IN: 29' 3-1/C 2-1/0 & 1-#2 SERV. 2.35KVA IN:* 35' 3-1(C 2-1 0 & 1- 2 SERV. ) 11 I H066F TO PL 109 25TH ST) 106 _ 6+84 - - / / i EX. 1-3" (33') y C.O. 1-3" (21') PL TO METER (7+04) �- f �J 1.03KW X57226 107 A EPL CAP TO HH -- 1' IN: 29' 3-1/C 2-1/0 & 1- 2 SERV. 56 1.15KVA � I 107 B CF: H066A TO PL 107 = 32' _ CF: 1 ' 3 1.17KW MAX PULL = a ;��' ////// jc= 696 107 6+50.51 C L ALLEY 6+50.52 /L ALLEY 1.31KVA 1 3 `�'T 1 3" 97+32.66 C/L ALLEY r�i 237 1 g' 0.29KW 99+12.49 CA ALLEY - 0 + H066A TO PL 107 26TH ST) n 0.32KVA � � �� 107 � � 48 25' o C.O. 1-3" (1') PL TO METER (97+48) '� 00 o - j 0.29KW F H066F TO PL 107 25TH ST) SIN° 26' 3-1 C 2-1 0 & 1- 2 SERV. ' CD � rn z �S 0.32KVA C.O. 1-3" (35') PL TO METER (6+78) \� / / + -- -- N: 66' 3- 2- & 1-#2 SERV. EPL H066F TO PL 107 =162', -- <_ r�6+� -� 6 CiP W - vv �� 45° MAX PULL o 1696 J 1 =� �✓IH I i � its iv ih , 7Tn T o o 77777T/T/7/ - �N - ` sF - r -- r 00� 2602 I ��EX. 1-3" (51') o �I r� no 8.24KW H TO CAP i N i;� o 2608 n "'U' + o CF: 9.15KVA 3 a, o N ' a + .� xw o > CD 2606 7 rn wa rn z 1 3" 0 38KW rn _o �w � Q w /� (99+62) 1� `r' 38 11' n - 0.43KVA rn CF� HH H066E 0.62KW i "�N o j 2604 H066A TO PL 2602 OCEANFRONT) ; I a> rn �- i 0.69KVA �� 2204 KW C.O. 1-3" (3') PL TO METER (97+65) a I ,FUJI X a'w IN: 20' 3-1 /C 2-1 /0 & 1-#2 SER 2508 2506 ``' 2.67KVA 1' �J � I I EPL � � 3.97KW 10.43KW i 2504 I I H066A TO PL 2602=43' VENT 4.41 KVA 11.59KVA w 1.87KW MAX PULL =696' 1 I 2.08KVA 4.5' I CF: o0 1 r 1 3°° � 5+99 v 239 6' i �� i V5560066 H066C TO PL 2510 OCEANFRONT (98+58) C.O. 1-3" (8') PL TO METER (98+61) CF: HH H066C E N 20' 3-1/C 2-1/0 & 1-#2 SERV.i 5 85 VENT 1 1' 18 1/2"x31"x24" (FULL TRAFFIC) EX: HH H066D 6, IN: 1-6WAY SEC BARS 17"x30%24" CALTRANS H066C TO PL 2510=36' � RM: 1-4WAY SEC BARS MAX PULL = 696' 10.5' 10.5' 10.5' - - --------------- - - [0' 4 5' r ; °'� 18 1/2"x31"x24" (FULL TRAFFIC) �' w a IN: 1-6WAY SEC BARS 2500 G 2502 �, 1.05KW o 0 r:- 1 r : 2502 1/2 I'� 1.16KVA �, o �n + 1.43KW + o0 1.59KVA VD=0.69% FL=2.22% - 0 c+o I°� 1 I CF: ---/---/---------- - - - 4.5' 1 3" OC�111VFRo1V7 236 28' H066A TO PL 2604 OCEANFRONT) ---------------------------------- _- --C.O. 1-3" (16') PL TO METER (97+34) - IN: 50' 3-1/C 2-1/0 & 1-, 2 -ERV- ----- CF: -- EPL --------- G ---- 1 3" H066A TO PL 2604=137' 57 57' MAX PULL =696' H066A TO H066B H) IN: 61' 3-1/C 2-350 & 1-4/0 SEC. EPL H066A TO H066B =195' H066B TO H066A =211' - _ - - MAX PULL =1223'- - CF: 1 3" 235 33' H066A TO PL 2606 OCEANFRONT) C.O. 1-3" (16') PL TO METER (97+32) IN: 55' 3-1/C 2-1/0 & 1-#2 SERV. EPL H066A TO PL 2606= 241' MAX PULL =696' ----- - - - - 02 4.5 CF: CF: 1 3" 1 3" -- 65 59' --------------- ------- ______________ H066D TO H066E ---- -- 50 5 ' & 1-4/0 EC. H066E TO PL 2500 OCEANFRONT) G ------------ CF:----- I- E63 3-1 C 2- IL - - ----- ---------- C.O. 1-3" (11') PL TO METER (99+63) ------ IN: 22' 3-1/C 2-1/0 & 1-#2 SERV. 1 3" H066D TO H066E =145' *---------- --J 62 56' H066E TO H066D =199' CF' IN: H066C TO H066D MAX PULL =1223' 1 3" H066E TO PL 2500=22' IN: 60' 3-1/C 2-350 & 1-4/0 SEC. 249 17' MAX PULL =696' EPL H066E TO INT PT E 2502 OCEANFRONT) H066C TO H066D =121' * C.O. 1-3" (13') INT PT 'E' TO METER (STA) H066D TO H066C =121' * IN: 36' 3-1/C 2-1/0 & 1-#2 SERV. - - MAX PULL =1223' EPL - - - - H066E TO PL 2502=92' CF: MAX PULL = 696' - - 2 3" 58 157' EX. 2-3" DUCTS V0066 TO X2656 ABND. 1-3" DUCT (44') IN: 157' 2-1/C 1/0 JCN 12KV (JANUARY 12KV) RM: 52' 2 & TO METER 2 222010--646646 498 EPL V0066 TO X2656 =492' X2656 TO V0066 =523' MAX PULL =1041' CF -5-51p 59 10 V0066 TO H066A IN: 111' 3-1/C 2-350 & 1-4/0 SEC. EPL V0066 TO H066A = 374' H066A TO V0066 = 201' MAX PULL =1223' CF: 1 3" 60 68' V0066 TO H066C IN: 70' 3-1/0 2-350 & 1-4/0 SEC. EPL DATE REVISION DESCRIPTION V0066 TO H066C =227' H066C TO V0066 =106' MAX PULL =1223' CF: 1 3" 61 176' V0066 TO H066F IN: 178' 3-1/C 2-350 & 1-4/0 SEC. EPL V0066 TO H066F = 784' H066F TO V0066 = 440' MAX PULL =1223' NOTE: -WORK TO BE DONE ON ASSOCIATED TD1103682. EX: 1249360E POLE 45' CLASS 4 (1959) INSP. 2010 RM: 1 -RISER 3" 1-1P HYPLUG (2-1/0 & 1-#2) 1249 360E EX. CIC (5) RISER DETAIL H3954F TO 9360E L/N RM: 35' 3-1/C 2-1/0 & 1-#2 NOTE: -WORK TO BE DONE ON ASSOCIATED TD1103682. EX:1960142E POLE 50' CLASS 4 (2018) INSP. N/A RM: 1 -RISER 2-1/2" 1-11P HYPLUG (2-1/0 & 1-#2) 1960 142E (ABANDON) POLE TO H066D RISER DETAIL 33' 1-2 1/2" UP 92 L/N EX. CIC 5') RM: 38' 1/C 2-1/0 & 1-J2 SEC *INVENTORY MAP NO: ASSOCIATED TD'S: 28-11A-4 28-11D-1 TD# DESIGN# TYPE 28-11C-3 28-11D-4 TD1573998 1172646 RULE 20A OH REMOVAL 28-11B-7 28-11D-7 TD1509510 1120890 RULE 20A UG INSTALL TD1103682 786477 RULE 20B OH REMOVAL **THOMAS GUIDE OC 888-H7, 916-H1 FINAL DESIGN APPROVED FOR CONSTRUCTION 0 20 40 UNDERGROUND SERVICE ALERT Dial 811 Call USA For Underground Locating 2 Working Days Before You Dig NOTE: -WORK TO BE DONE ON ASSOCIATED TD1103682. EX:4749427E POLE 40' CLASS 5 (2009) INSP. N/A RM: 1 -RISER 3 1-1P HYPLUG (2-4/0 & 1-1/0) CF: 11-31 66 21' P U PT. F TO H955A IN: 1843-1/C 2-350 & 1-4/0 SEC. (V3955 TO H955A) = N EPL V3955 TO H955A =965' w w H955A TO V3955 = 256' MAX PULL =1223' O BUS ® co M---------------------------------- ----------- --------------- - 148+09.70 CA BALBOA BLVD 72„ Ac 148+98.48 CA BALBOA BLVD 10+00.00 C/L ALLEY W 10+00.00 CA 24TH ST 148+00 CID- - 00 8" W (ABAND.) 1EX. 2-5" (MEMO) 8„ W _ r ` V4072 TO V3955 EX. 2-3" (157') (ARANO.)- wE VV3955 TO CAP T E <=PULL E ------------------ E - 4749 (ABANDON) 427E EX. CIC (6 ) 9427E TO H955A RISER DETAIL RM: 36' 2-4/0 & 1-1/0 SEC L/N X X W SPEED EX. 1-2" (284') w LIMIT V4717 TO H W 2 30 W ---------------------------------------------- f 150+14.94 C/L BALBOA BLVD 10+00.00 CA ALLEY E BUS / \( / ° w CF: P " 1 n"' TLM DATA: V5560066 SIZE KVA CUST % LOAD EXIST: _ _ _ - % PROP: 75 77_85 37 103.80% VOLTAGE DROP: 2.51 % FLICKER FACTOR: 2.95% PRI. CIRCUIT. JANUARY 12KV SUBSTATION: LAFAYETTE SUB 13. PT. 10 � i 129 9+35 + W Lo EX. 1-5" � EX: HH H955H--- NEW DUCT TO BYPASS / EX. ST LT. HH. 251 3' 124 24TH ST APT A 222010-647124 122 25TH ST 222014-151428 4.161K A M H955A TO PL 128 25TH ST TO P/U PT. CAP CF: 17"x30"x24" (FULL TRAFFIC) = v (V3955 TO V5899) C.O. 1-3" (13') PL TO METER (9+32) 128 2,31 KW H955AEX. SIDEWALL 1/0 (44') RM: 1-4WAY SEC BARS iX x 118 25TH ST APT B 222010-685010 IN: 26 3-1/C 2-1/0 & 1-#2 SERV. 2.57KVA - IN: 1-6WAY SEC BARS Uj 2301 BALBOA BLVD 222011-097839 EPL _ - ___� CF: ��'//////////////////////////////////// 112 25TH ST 222010-685033 H955A TO PL 128 = 52' 129 24TH ST 322010-430401 CF: 127 24TH ST 222010-647125 MAX PULL =696' 1 3 --- �� �9+2 1 --- �f�� 1 3" 9+Tj CF: 5 6' 1 4749427E �� j r I 11.25 253 g' r IN: 95' 3-1/C 2-350 & 1-4/0 SEC. 1 3°° H955A TO PL 126 25TH ST C.O. 1-3" (24') PL TO METER (9+27) 11 N �, H955A TO PL 127 24TH ST) 115 1/2 24TH ST 222010-681853 67 57' IN: 40' 3-1/C 2-1/0 & 1-#2 SERV. i �_ 127 C.O. 1-3" (19') PL TO METER (9+29) 114 24TH ST A 222012-133113 H955H TO H955B 126 110 24TH ST 222010-647197 �r � r � 127 1/2 IN: 37' 3-1/C 2-1/0 & 1-#2 SERV. 108 24TH ST UNIT A 222010-648776 IN: 67' 3-1/C 2-350 & 1-4/0 SE . EPL 2.03KW i�l F, 5.77KW EPL E EPL H955A TO PL 126 =101' 2.26KVA c � 6.41 KVA H955A TO PL 127 = 68' H955A TO H955B =281' MAX PULL =696' - j MAX PULL =696' H955B TO H955A = 225' * 8+82 MAX PULL =1223' CF: HH H955B o j EPL - ---- +i H955B TO PL 125=56' - CF: 18 1 /2"x31 "x24" (FULL TRAFFIC) 124 125 MAX PULL =696' 1.78KW 1 3" IN: 1-6WAY SEC BARS 1.99KW - = 1 3" 1.98KVA , AC 54 1' 2.22KVA -I 55 8 H955B TO PL 124 25TH ST jl H955B TO PL 125 24TH ST) o C.O. 1-3" (25') PL TO METER (8+81) CF' C.O. 1-3" (10') PL TO METER (8+82) + IN: 35 3-1/C 2-1/0 & 1-#2 SERV. - 1 3' 0o I 1N: 27' 3-1/C 2-1/0 & 1-#2 SERV. _ EPL 57 1' T - - H955B TO PL 124=101' H955C TO PL 122 25TH ST ❑1 _7 EPL - Tr - - Sc MAX PULL =696' C.O. 1-3"18' PL TO METER 8+56 ( ) ( ) 1 CF: H9556 TO PL 123 = 52' CF IN: 28 3-1/C 2-1/0 & 1-#2 SERV. I , I -''-'I 123 MAX PULL �1 LOAD FOR 122 25TH ST EPL 122 - 1 3 -- 0.60KW 1 3" - CF: ESTIMATED. H955C TO PL 122 =171 4.00KW 8" 0.66KVA 256 10' S 1 3" MAX PULL =696' 4.45KVA �� H955B TO PL 123 24TH ST) ���� 68 32' C.O. 1-3" (7') PL TO METER (8+78) CF: IN: 26' 3-1/C 2_1/0 & 1-#2 SERV. H9556 TO H955C IN: 3-1/C 2-350 & 1-4/0 SEC. 1 3" 120 A 2.51 KW - 5' � Q '� I_ I _ 2IL 59 32' 120 B 2.78KVA 1 u 121 EPL 9+45 I EP42' H9556 TO H955C = 205' * H955C TO PL 120 25TH ST , 1 _�i I 1 1.89KW CF: H955C TO PL 121 =151' 126 1/2 H955F TO PL 126=76' H955C TO H955B = 205' C.O. 1-3" (7') PL TO METER (8+32) X11 I 2.10KVA1 3" MAX PULL =696' MAX PULL =1223' IN: 48' 3-1/C 2-1/0 & 1-#2 SERV. ,i - 258 25' EPL i, H955C TO PL 121 24TH ST) H955C TO PL 120 =169' ,� ; i � i � `�- C.O. 1-3" (9') PL TO METER (8+36) MAX PULL = 6' IN: 43' 3-1/C 2-1/0 & 1-#2 SERV. 8+57 CF: CF: HH H955C 118 A 5.03KW 1 3" 18 1/2"x31"x24" (FULL TRAFFIC) 118 B 5.59KVA 261 5' I ; ��' 3' 119 CF: H955D TO PL 119 =124, c, IN: 1-6WAY SEC BARS H955D TO PL 118 25TH ST �� � MAX PULL =6g6 2.31KW 1 3" C.O. 1-3" 7' PL TO METER 8+07 ( ) ( ) IN: 22' 3-1/C 2-1/0 & 1-#2 SERV. -' H955D TO PL 119 24TH ST) EPL t I C.O. 1-3" (4') PL TO METER (8+28) CF: _ H955D TO PL 118=36' I 8+04 IN: 43' 3-1/C 2-1/0 & 1-#2 SERV.8+72 ❑ 1 3" MAX PULL =696 1548840E ' CF; - - SCE HH � 69 58 H955C TO H955D; o 8+03 L EP� H955D 1 3 H955D TO PL 117 =112' IN: 68' 3-1/C 2-350 & 1-4/0 SEC.116 cy� q6 26' MAX PULL = 696' 4.5' - EPL 1.67KW 2'"' r- H955D TO PL 117 24TH ST) H955C TO H955D =314' 1.86KVA C.O. 1-3" (6') PL TO METER (7+81) H955D TO H955C = 308' * p1:0 w i IN: 41' 3-1/C 2-1/0 & 1-#2 SERV. 1.0jr\ VY 2.05K A MAX PULL =696' H955F TO PL 2301 BALBOA BLVD) - - C.O. 1-3" (27') PL TO METER (9+39) - - - IN: 37' 3-1/C 2-1/0 & 1-#2 SERV. EPL 124 A iiH955F TO PL 2301 124 B 9+39 �� --- MAX PULL z 8.65KW CF: HH H955F 2301 2307 9+33 w 9.61 KVA 18 1/2"x31"x24" (FULL TRAFFIC) �� Ii�? 2303 2309 690477H IN: 1-4WAY SEC BARS E 1 +2HH �i� 2305 13.00K A CR: HH H955G X. 02 -SERV. SS 122 A 13"x24"x15" (PLASTIC) - iu CF: 122 B RM: 1-6WAY SEC BARS 5.66KW CF: HH H955G 4000550E 1 3" 6 16' 6.28K18 1/2"x31"x24" (FULL TRAFFIC) �� 73 22' H955F TO PL 123/125 23RD ST) -------- ,1N: 1-6WAY SEC BARS EX. 2-2 1-4 H955F TO H955G C.O. 1-3" (48') PL TO METER (9+22) ----- ///////////////////// IN: 22' 3-1/C 2-350 & 1-4/0 SEC. IN: 74' 3-1/C 2-1/0 & 1-2 SERV. EPL__ EPL V3955 TO H955H =253' CF: 120 7.65KW VD=1.93% I a H955F TO H955G =113' 123 H955F TO PL 123/125 =171' H955H TO V3955 =126' * 1 3" 120 1/2 8.50KVA FL=1.74% , �v� H955G TO H955F =92' * 125 MAX PULL =696' MAX PULL =1223' 74 126' 1 MAX PULL =1223' 17 .O KV SS SS H955H TOP U PT. H� �I VD=229% w IN: 179' 3-1/C 2-350 & 1-4/0 SEC." - - EX. 1-3" (75) a d l V3955 TO H955H � � � I ! � /7T/ ( )7T/7T H955G TO CAP N I CF: - - - - --- --- --- SPEED I 118 1.41 KW CF: 119 269 1g3» 118 1/2 1.56KVAi 0.11KW LIMIT o H955H TO PL 118 24TH ST III 1 ' 0.12KVA + w C.O. 1-3" (26') PL TO METER (8+49) 68 22 rn H955H TO PL IN: 44' 3-1/C 2-1/0 & 1-#2 SERV. 119 23RD ST) EPL C.O. 1-3" (47') PL TO METER (8+73) H955H TO PL 119 =178' EPL r SIN: 79' 3-1/C 2-1/0 & 1-#2 SERV MAX PULL =696' H955H TO PL 118=90' - -- '�G1///i;/i///1�������i�, ii MAX PULL =696' �p�---- - 5- - - - - - 8' 17' 17' i 'iN - - --4.5' 1 t 116 I I 116 1/2 1 w *FEEDING WEST/SOUTH *FEEDING SOUTH EX. 2-5" (430') CUST EX: V5543955 VAULT V5899 TO AM 1 4 7'x18'x8' (TUB STYLE) 2-6" GRADE RINGS 2-8" S.P. VENTS CR: 1-13"x24"x15" HH (H955G) RM: 1-6WAY SEC BARS CF: 6-18 1/2"x31"x24" HH (H955B, H955C, H955E, H955F, H955G, H955H) IN: 1-4WAY GAS SWITCH (GS4113) SN: 1-75KVA 12KV FUSED DE W/1/0 SN: 1-50KVA 120/240V 12KV FUSED DE W/1/0 `° SN: __ 6-600A DBE 1000 (FIG D) (POS. 1,4 0 4-600A EXT W/200A TAP LBE 1 0 (FIG B) (POS. 2&3) 2-600A DE RECEPTACLES (FIG A (POS. 2&3) z 2-200A SWAY LB J -BAR (J955A 6-200A LOADBREAK ELBOW (1/0 (J955A) ® 0 4-200A LOAD BREAK ELBOW W/ USHING (1/0) (XFMR) 2-4WAY SEC BAR (XFMR) 6-6WAY SEC BARS 40' 2-1/C 1/0 JCN (JBAR/XFMR) z ^ 0 0 Z c� ® z/ TLM DATA: V5560066 SIZE KVA CUST % LOAD EXIST: _ _ _ - % PROP: 50 61_74 15 123.48% VOLTAGE DROP: 2.77 % FLICKER FACTOR: 3.18% PRI. CIRCUIT. JANUARY 12KV SUBSTATION: LAFAYETTE SUB XX+XX _ TLM DATA: V5560066 SIZE KVA CUST % LOAD EXIST: _ _ _ - % PROP: 75 77_85 37 103.80% VOLTAGE DROP: 2.51 % FLICKER FACTOR: 2.95% PRI. CIRCUIT. JANUARY 12KV SUBSTATION: LAFAYETTE SUB ADDRESS METER NUMBER NOTE: ,1 ADDRESS METER NUMBER 128 25TH ST 222010-685165 + W Lo EX. 1-5" (57') NEW DUCT TO BYPASS / EX. ST LT. HH. 124 24TH ST APT A 222010-647124 122 25TH ST 222014-151428 76 125' M w V3955 TO P/U PT. CAP CF: TS (V3955 TO V5899) 122 24TH ST APT B 222010-647150 118 25TH ST APT A 222010-685032 SIDEWALL 120 24TH ST 222010-647198 118 25TH ST APT B 222010-685010 1 3" 120 1/2 24TH ST 222010-647199 116 25TH ST 222010-685191 = 528' 2301 BALBOA BLVD 222011-097839 114 25TH ST 222020-017790 EX. 2-5" CUST (430') 2303 BALBOA BLVD 222011-097908 112 25TH ST 222010-685033 2305 BALBOA BLVD 222011-097911 129 24TH ST 322010-430401 2307 BALBOA BLVD 222013-827358 127 24TH ST 222010-647125 H955F TOP U PT. "H" � 127 1 2 24TH S 222010-647126 123 23RD ST 222011-097836 125 24TH ST 222010-648779 125 23RD ST 222013-777226 123 24TH ST 222010-648824 IN: 95' 3-1/C 2-350 & 1-4/0 SEC. 121 24TH ST 222010-647127 119 24TH ST 222010-647151 117 24TH ST 222010-681854 115 24TH ST 222010-681852 115 1/2 24TH ST 222010-681853 118 24TH ST 222010-647173 118 1/2 24TH ST 222010-647174 (V3955 TO H955F) 116 1/2 24TH ST 222010-647172 114 24TH ST A 222012-133113 114 24TH ST B 222012-388620 112 24TH ST 222010-647196 110 24TH ST 222010-647197 110 1 2 24TH ST 222010-126615 108 24TH ST UNIT A 222010-648776 EPL 117 23RD ST 222010-846382 115 23RD ST 222010-846383 115 1/2 23RD ST 222010-846381 E 115 3/4 23RD Sj 222010-846438 V3955 TO H955F =131' TV - - H955F TO V3955 =156' ---- 72» MAX PULL =1223' AC n cn 8» w U > - 0o SPEED _ - la T 151+44.43 C/L BALBOA BLVD LIMIT XPX+XPX� H i� �� 10+00.00 C/L 23RD STREET �25 CF v 1 3 �� V3955 TO (CAP SL HH �� _,*� 8" 265 14' H955F TO PL 126 24TH ST �� 5r 10 ���� W iABAND� CO C.O. 1-3" 10' PL TO METER ( ) 9+47 ( ) 5' � Q '� I_ i Z 126 IN: 34' 3-1/C 2-1/0 & 1-#2 SERV. EPL 9+45 I I o < _. z CF 126 1/2 H955F TO PL 126=76' 2334100E 1� ,� I�--1' � 266 <,PU� 1.0jr\ VY 2.05K A MAX PULL =696' H955F TO PL 2301 BALBOA BLVD) - - C.O. 1-3" (27') PL TO METER (9+39) - - - IN: 37' 3-1/C 2-1/0 & 1-#2 SERV. EPL 124 A iiH955F TO PL 2301 124 B 9+39 �� --- MAX PULL z 8.65KW CF: HH H955F 2301 2307 9+33 w 9.61 KVA 18 1/2"x31"x24" (FULL TRAFFIC) �� Ii�? 2303 2309 690477H IN: 1-4WAY SEC BARS E 1 +2HH �i� 2305 13.00K A CR: HH H955G X. 02 -SERV. SS 122 A 13"x24"x15" (PLASTIC) - iu CF: 122 B RM: 1-6WAY SEC BARS 5.66KW CF: HH H955G 4000550E 1 3" 6 16' 6.28K18 1/2"x31"x24" (FULL TRAFFIC) �� 73 22' H955F TO PL 123/125 23RD ST) -------- ,1N: 1-6WAY SEC BARS EX. 2-2 1-4 H955F TO H955G C.O. 1-3" (48') PL TO METER (9+22) ----- ///////////////////// IN: 22' 3-1/C 2-350 & 1-4/0 SEC. IN: 74' 3-1/C 2-1/0 & 1-2 SERV. EPL__ EPL V3955 TO H955H =253' CF: 120 7.65KW VD=1.93% I a H955F TO H955G =113' 123 H955F TO PL 123/125 =171' H955H TO V3955 =126' * 1 3" 120 1/2 8.50KVA FL=1.74% , �v� H955G TO H955F =92' * 125 MAX PULL =696' MAX PULL =1223' 74 126' 1 MAX PULL =1223' 17 .O KV SS SS H955H TOP U PT. H� �I VD=229% w IN: 179' 3-1/C 2-350 & 1-4/0 SEC." - - EX. 1-3" (75) a d l V3955 TO H955H � � � I ! � /7T/ ( )7T/7T H955G TO CAP N I CF: - - - - --- --- --- SPEED I 118 1.41 KW CF: 119 269 1g3» 118 1/2 1.56KVAi 0.11KW LIMIT o H955H TO PL 118 24TH ST III 1 ' 0.12KVA + w C.O. 1-3" (26') PL TO METER (8+49) 68 22 rn H955H TO PL IN: 44' 3-1/C 2-1/0 & 1-#2 SERV. 119 23RD ST) EPL C.O. 1-3" (47') PL TO METER (8+73) H955H TO PL 119 =178' EPL r SIN: 79' 3-1/C 2-1/0 & 1-#2 SERV MAX PULL =696' H955H TO PL 118=90' - -- '�G1///i;/i///1�������i�, ii MAX PULL =696' �p�---- - 5- - - - - - 8' 17' 17' i 'iN - - --4.5' 1 t 116 I I 116 1/2 1 w *FEEDING WEST/SOUTH *FEEDING SOUTH EX. 2-5" (430') CUST EX: V5543955 VAULT V5899 TO AM 1 4 7'x18'x8' (TUB STYLE) 2-6" GRADE RINGS 2-8" S.P. VENTS CR: 1-13"x24"x15" HH (H955G) RM: 1-6WAY SEC BARS CF: 6-18 1/2"x31"x24" HH (H955B, H955C, H955E, H955F, H955G, H955H) IN: 1-4WAY GAS SWITCH (GS4113) SN: 1-75KVA 12KV FUSED DE W/1/0 SN: 1-50KVA 120/240V 12KV FUSED DE W/1/0 `° SN: __ 6-600A DBE 1000 (FIG D) (POS. 1,4 0 4-600A EXT W/200A TAP LBE 1 0 (FIG B) (POS. 2&3) 2-600A DE RECEPTACLES (FIG A (POS. 2&3) z 2-200A SWAY LB J -BAR (J955A 6-200A LOADBREAK ELBOW (1/0 (J955A) ® 0 4-200A LOAD BREAK ELBOW W/ USHING (1/0) (XFMR) 2-4WAY SEC BAR (XFMR) 6-6WAY SEC BARS 40' 2-1/C 1/0 JCN (JBAR/XFMR) z ^ 0 0 Z c� ® z/ TLM DATA: V5560066 SIZE KVA CUST % LOAD EXIST: _ _ _ - % PROP: 50 61_74 15 123.48% VOLTAGE DROP: 2.77 % FLICKER FACTOR: 3.18% PRI. CIRCUIT. JANUARY 12KV SUBSTATION: LAFAYETTE SUB XX+XX _ TLM DATA: V5560066 SIZE KVA CUST % LOAD EXIST: _ _ _ - % PROP: 75 77_85 37 103.80% VOLTAGE DROP: 2.51 % FLICKER FACTOR: 2.95% PRI. CIRCUIT. JANUARY 12KV SUBSTATION: LAFAYETTE SUB ADDRESS METER NUMBER ADDRESS METER NUMBER 128 25TH ST 222010-685165 126 24TH ST 222010-648825 126 25TH ST 222010-685166 EXTEND WITH 126 1/2 24TH ST 222010-648826 124 25TH ST 222010-685167 124 24TH ST APT A 222010-647124 122 25TH ST 222014-151428 76 125' 124 24TH ST APT B 222010-647148 120 25TH ST APT A 222010-685189 "I" 122 24TH ST APT A 222010-647149 120 25TH ST APT B 222010-685190 (V3955 TO V5899) 122 24TH ST APT B 222010-647150 118 25TH ST APT A 222010-685032 SIDEWALL 120 24TH ST 222010-647198 118 25TH ST APT B 222010-685010 V3955 TO V5899 =1642' 120 1/2 24TH ST 222010-647199 116 25TH ST 222010-685191 = 528' 2301 BALBOA BLVD 222011-097839 114 25TH ST 222020-017790 EX. 2-5" CUST (430') 2303 BALBOA BLVD 222011-097908 112 25TH ST 222010-685033 2305 BALBOA BLVD 222011-097911 129 24TH ST 322010-430401 2307 BALBOA BLVD 222013-827358 127 24TH ST 222010-647125 2309 BALBOA BLVD 222013-827356 127 1 2 24TH S 222010-647126 123 23RD ST 222011-097836 125 24TH ST 222010-648779 125 23RD ST 222013-777226 123 24TH ST 222010-648824 121 24TH ST 222010-647127 119 24TH ST 222010-647151 117 24TH ST 222010-681854 115 24TH ST 222010-681852 115 1/2 24TH ST 222010-681853 118 24TH ST 222010-647173 118 1/2 24TH ST 222010-647174 116 24TH ST 222010-648778 116 1/2 24TH ST 222010-647172 114 24TH ST A 222012-133113 114 24TH ST B 222012-388620 112 24TH ST 222010-647196 110 24TH ST 222010-647197 110 1 2 24TH ST 222010-126615 108 24TH ST UNIT A 222010-648776 108 24TH ST UNIT B 222010-648755 117 23RD ST 222010-846382 115 23RD ST 222010-846383 115 1/2 23RD ST 222010-846381 115 1/4 23RD ST, 222010-846380 115 3/4 23RD Sj 222010-846438 o 152+73.62 CA BALBOA BLVD / 10+00.00 C/L ALLEY r XX+XX _ IN P. U. & EXTEND WITH CF: 1 5" 76 125' P U PT. I TO INT. PT. "I" IN: 303' 3-1/C 1000 JCN (JANUARY 120) (V3955 TO V5899) SIDEWALL EPL PULL PRESSURE V3955 TO V5899 =1642' = 989' V5899 TO V3955 = 531' = 528' MAX =2172' =1444' EX. 2-5" CUST (430') V5899 TO V4717 _____ _ _ 2.71KW (1 MATCH LINE STA. 8f 75 MAX PULL =1223 - 117 �1_ _ 3.02KVA 1 3" �I H955D TO H955E =267 * , - - 11.3 K A ATCH LINE STA. 8�' 00 75 58' SEE SHT. if H955E TO H955D =273 " 1 � i - � - , � ;-��TTT�T 115 H955H TO H9551 MAX PULL =1223' l ` 115 1/2 SEE SHT. 1 > CF: TCH LNESTA. IN: 70' 3-1/C 2-350 & 1-4/0 SEC.1.54KW 8f25 EPL 114 EX. 1-3" (25') CF: 1 3» [i. 2.19KW 1 3 HH TO CAP 1.71KVA H955H TO H9551 =25T �I 70 48' VD=2.77% 1 3" 70 12 SEE SHT. ft H9551 TO H955H =173' r _ 2.43KVA 10' FL=3.18% 63 2g' H955H TO PL 116 24TH ST) MAX PULL =1223' H955D TO H955E C.O. 1-3" (25') PL TO METER (8+44) IN: 58' 3-1/C 2-350 & 1-4/��-SEC-.--- - - H955D TO PL 115 24TH ST) 112 0.315W 0.35KVA C.O. 1-3" (11') PL TO METER (7+78) IN: 47' 3-1/C 2-1/0 & 1-#2 SERV. - - IN: 49 3-1/C 2-1/0 & 1-#2 SERV. EPL 8+49 EPL H955H TO PL 116 =94' CF: HH H955H MATCHINE ST HD PL 115=131' MAX PULL =696' 18 1/2"x31"x24" (FULL TRAFFIC) . 7+40 7f50 8+03 MAXAX PULLL =6g6' IN: 1-6WAY SEC BARS CF: HH H955E SEE SHT. 17" EX: H955D 4000 18 1/2"x31"x24" (FULL TRAFFIC) 30" 24" FULL TRA EX 4000550E POLE 550E IN: 1-6WAY SEC BARS FFIC CF: 1 3" 64 g' H955E TO PL 112 25TH ST) C.O. 1-3" (12') PL TO METER (7+53) IN: 28' 3-1/C 2-1/0 & 1-#2 SERV. EPL H955E TO PL 112 = 70' MAX PULL =696' x x ( 4 (ABANDON) RM: 1-4WAY SEC BARS IN: 1-8WAY SEC BARS CF: NOTE: -WORK TO BE DONE ON 2 3" ASSOCIATED TD1103682. 71 317' IN: 474X2 1/C 1/0 JCN (JANUARY 120) EX:1548840E POLE EPL (V3955 TO X4633) 45' CLASS 4 (1964) INSP. 2010 V3955 TO X4633 =1733' <==OVERMAX RM: 1 -RISER 2-1/2" X4633 TO V3955 =988' 1-1P HYPLUG (2-4/0 & 1-1/0) MAX PULL =1041' 1548 840E (ABANDON X. CIC 5 RISER DETAIL 8840E TO H955D L/N RM: 45' 2-4/0 A. 1-1/0 SEC 50' CLASS 4 (1987) INSP. 2010 RM: 1 -RISER 3" 1-1P HYPLUG (2-4/0 & 1-1/0) 1-6WAY SEC BARS CR: 1-13"x24"x15" HH (H955G) NOTE: -WORK TO BE DONE ON ASSOCIATED TD1103682. EX. 1-3" Q3') RISER DETAIL EX. CIC (5 ) L/N 0550E TO H955G RM: 38' 2-4/0 & 1-1/0 SEC ) b - il y ti i 2 20 1` 30'- I (. WIDE EASEMENT I FOR INGRESS-EGRESS,� > IN FAVOR OF I ALBERT BARROWS. � I 00 L -_- - 8+60 �I r-- EX. 72�I EX. 3E 350 1-4/0 I - - 0 v C� pP O F� � Go �P I ....... .............. MATCH LINE STA. /I f 00 P�°\y SEE SHT. I > *INVENTORY MAP NO: ASSOCIATED TD'S: G'P 28-11A-4 28-11D-1 TD#DESIGN#TYPE 28-11C-3 28-11D-4 TD1573998 1172646 RULE 20A OH REMOVAL 0 20 40 28-116-7 28-11D-7 TD1509510 1120890 RULE 20A UG INSTALL TD1103682 786477 RULE 20B OH REMOVAL **THOMAS GUIDE UNDERGROUND SERVICE ALERT OC 888-H7, 916-H1 CONSTRUCTION Dial 81 1 Call USA For Underground L ocatingFINAL DESIGN 2 Working Days Before You Dig CNRCT PLANNER: BRANDON ADNAMS /ASPAPPROVED FOR 4550E 0550E TO H9551 33' 1-2 1/2" UP (ABANDON) RISER DETAIL EX. CIC (5) L/N RM: 38' 2-4/0 & 1-1/0 SEC SEE SHT. i o MATCH LINE STA. 8-f 00 SEE SHT. ❑1 111 24TH ST UNDER i 0 2 4 CONSTRUCTION. LOAD MATCH LINE STA. 8f25 ESTIMATED.Zzzzzzzz MEM 4.5' 1/1 SEE RUN 70 ❑2 FED FROM H955E ON - 4.5' - - - - SHT. 10 SHEET 10, FOR TLM J 1 INFO SEE SPEED r 1 3 2 LIMIT 114 B 114 A 5 MEM SHT `-� SEE RU 10 2 5" I 5.61 KV SHT. 1 77 10' 4.61 KVA 7+97 CF: V0067 TO CAP EX. H955I I _i 1--1' H44TC INE STA. %f 50 13" � CF: 1/1//1////////111/, \<i + 1 00 (7+29) 112 278 9' - -_ 1 3' - E - CF: CF: HH H067C 0.31KW ��i 113 H067C TO PL 113 24TH ST) �S - 271 0.35KVA.7 5 113 1 2 C.O. 1-3" (17') PL TO METER (7+31) 1 3" 18 1/2"01%24" FULL TRAFFIC H955I TO PL 112 24TH ST / ( ) 1 1.60 W IN: 35 3-1/C 2-1/0 & 1-#2 SERV. C.O. 1-3" (12') PL TO METER (7+93) 1 11 17+96 N 1-6WAY SEC BARS 112 EX. 791085E 82 94' 1.78KVA EPL I � IN: 23 3-1/C 2-1/0 & 1-1�2 SERV. � k� X4633 TO H067C _ I �� H067C TO PL 113 = 65' EPL 11..37 A 7+94 IN: 99' 3-1/0 2-350 & 1-4/0 SEC. EPL --- MAX PULL = 696' H955I TO PL 112 = 41' _ --)Z• 45' - - " - EPL - MAX PULL = 696' H067C TO PL 110=34' CF: EPL X4633 TO H067C = 392' MAX PULL = 696' 1 3" ' ❑1 H067C TO PL 111 =140' I EPL H067C TO X4633 =198' * -,CF: MAX PULL = gg6' H955I TO PL 110 =160' �T 7 - - MAX PULL =1223' 8 1' ill CF: i 110110/2 H067C TO PL 110 25TH ST w 4.50KW 279 183" 1 MAX PULL =696' 2.56KW C.O. 1-3" (9') PL TO METER (7+28) � D=1.3 A 72 27' VD 1.34% H067C TO PL 111 24TH ST) � 2.85KVA IN: 19' 3-1/C 2-1/0 & 1-,#2 SERV N EL 1,98% C.O. 1-3" (29') PL TO METER (7+28) I H955I TO PL 110 24TH ST 110 - - - --L IN: 46' 3-1/C 2-1/0 & 1-#2 SERV. C.O. 1-3" (19') PL TO METER (7+69) 110 1/2 EPLIN: 55' 3-1/C 2-1/0 & 1-#2 SERV. 5.02KW H067C TO PL 108=185' CF: 7+05 EPL - 5' - 3 - - 5.59KVA U MAX PULL 4349016E I Q 109 CF H067C TO PL 109 -167' 7+12 EPL --_ --- = 696' 1 3" I 1-01 1.84KW 1 3" MAX PULL = 696' VENT H955I TO PL 108 = 254' CF: i // kA-) 108 282 33' 1 2.05KVA 281 31' 7+07 ® MAX PULL =696' 1 3" 108 1/2 H067C TO PL 108 25TH ST) H067C TO PL 109 24TH ST) SCE HH 1 00 6 73 52' 2.60KW C.O. 1-3" (13') PL TO METER (7+03) H955I TO PL 108 24TH ST ' 108 A C.O. 1-3" (8') PL TO METER (7+04) + �� CF: 2.89KVA IN: 56' 3-1/C 2-1/0 & 1-#2 SERV. o , 1 ^ C.O. 1-3" (26') PL TO METER (7+45) 108 B _ _ IN: 49 3-1/C 2-1/0 & 1-#2 SERV. 6+96 1 1 3" 6+50.38 CA ALLEY I � IN: 87' 3-1/C 2-1/0 & 1-#2g� V 246KV 1 O 100+87.53 C LALLEY - - - V5560067 -LF: 2.46KVA I 285 24' O = EX. 1-3" (20') - 1 3" 1 c� H067A TO PL 106 25TH ST H067A TO CAP 107 10' C.O. 1-3" (6') PL TO METER (100+68) 106 5.14KW SS -0I 73KW 6+63 I I1 `ten H067E TO PL 106 24TH ST IN: 40 3-1/C 2-1/0 & 1-#2 SERV ,n rn 5.71KVA 5' ) EPL 6.36 45'•+ o �, 3' C.O. 1-3" (5') PL TO METER o �^ 6+61.46 C L 24TH ST > �; 6+79 106 IN: 21 3-1/C 2-1/0 & 1-#2 SER H067A TO PL 106 = 99' U,) �x 101+75.22 C L ALLEYo-� 6+73 VENT 6+59 EPL - 1 MAX PULL = 696'1 0 0 -�1 0 j �'45' EX 401506E H067E TO PL 106 - 36' �1 � f� _ - s� ---_ - -ii1 - 696' - �- MAX PULL 442�80- i; fi=PUL- �- o 2408 �',,, � „ � 0 23KW EX:791085E POLE / 40' CLASS 5 (1949) INSP. 2010 RM: 1 -RISER 2-1/2" 1-1P HYPLUG (2-4/0 & 1-1/0) NOTE: -WORK TO BE DONE ON ASSOCIATED TD1103682. 115 115 1/4 115 1/2 115 3/4 117 12.95KW 14.38KVA VD=2.51 % IC7771 FL=2.79% NO 74 CAR PORT EX. NOTE: DOCUMENTED RIGHTS FOUND: EXISTING U.G. EASEMENT 4' X 4' - 418351/RIN: 301814 EX: HHH955I 17"x30%24" EX: 1-6WAY SEC BARS 7+74.36 CA 23RD STREE 10+00.00 CA ALLEY 7+82 EX. 1073 30E9 I 107 CF: 0.26KVA / EX. H067D 4 x41 I 2410 VD=1.10% 00 o102+87.23 C L ALLEY 1 3" 0.29KW FL=2.04% Co+ / 83 3' �o X S - 6+91.42 CA ALLEY 0.32KVA . , w o w H067B TO PL (2410 W OCEANFRONT 1 2402 (2) �� 2314 �� M . ; '� 2306 o �� 2314 1 2 ,nom +z 00o C.O. 1-3" (14') PL TO METER (100+38) 1 5.37KW / +m IN: 27' 3-1/C 2-1/0 & 1-#2 SERV. �� I 00 U') 5.96KVA 4.02KW I �z o x 2310 1 N ,4.46KVA EPL + "q- 2404 1.72KW I H067B TO PL 2410=68' oo X 2.00KW CF: CF: F 1.91 KVA 2308 �I ``' 2.35KVA 1 3" 2400 w z 2308 1 /2 MAX PULL =696' 286 1' I 6.23KW 1 3" 7.94KW CF: .;1 2406 6.92KVA79 47' -- (- I CF: i 5.91KW X4633 TO PL 2404 OCEANFRONT) I / 2312 8.83KVA 1 3" 6.56KVA C.O. 1-3" (15') PL TO METER (101+11) V0067 TO H067D VD=1.28% 74 49' 1 3" IN: 56' 2-350 & 1-4/0 SE I 6.28K A I FL=2.26% H067E TO PL 2308 OCEANFRONT IN: 21 3-1/C 2-1/0 & 1-�2 SERV ) I 84 14'EPL EPL CF: C.O. 1-3" (6') PL TO METER (6+49) 1 H0676 TO PL 2408 OCEANFRONT) X4633 TO PL 2404 = 54' V0067 TO H067D =173' * C1 3" 1 3" IN: 65' 3-1/C 2-1/0 & 1-#2 SE V. 100+42 CO. 1-3' (31') PL TO METER (100+57) MAX PULL 69' H067D TO V0067 =58' 275 2' EPL CF: HH H0676 I IN: 55 3-1/C 2-1/0 & 1-#2 RV MAX PULL o=1223' 7 4' CF: o H067E TO PL 2310 OCEANFRONT) H067E TO PL 2308 =173' EPL + H067D TO PL 2314 OCEANFRONT) C.O. 1-3" (5') PL TO METER (6+48) MAX PULL =696' 18 1/2"x31"x24" (FULL TRAFFIC) H067B TO PL 2408 =130' 1 3 `D C.O. 1-3" (11') PL TO METER (6+50) IN: 16' 5) PIL 2-1 E & 16+4 SERV. IN: 1-6WAY SEC BARS MAX PULL =696' 8 1' IN: 16' 3-1/C 2-1/0 & 1-#2 SE V. EPL - I X4633 TO PL 2402 OCEANFRONT 8' 8' EPL H067E TO PL 2310=43' 04 '- °' _ L C.O. 1-3" (14') PL TO METER (101+15) 4.5' 4.5' H067D TO PL 2314=29' MAX PULL + _ IN: 19' 3-1/C 2-1/0 & 1-#2 SERV. 25' MAX PULL =696' =696' ^ �, �., uj EPL X4633 TO PL 2402 = 36' ``' MAX PULL =696'- X ------------ ------ --- - - ------------- O� --- o® * ------ 1 3" ----- -IPA r; -------- ------- 83 42 _ _ --------- -------- --- -- H067A TO H0676 rn " �- - IN: 54 X4633 TO H067A + w 3-1/C 2-350 & 1-4/0 SEC. � EPL IN: 27' 3-1/0 2-350 & 1-4/0 SEC. H067A TO H067B =54' * EPL ^ H067B TO H067A =54' * X4633 TO H067A =76' J ^LU + w OC�/�N�/�O/�T%7 H067A TO X4633 = 37' * CF: cn - U N _ V 1 17 CF: X5724633 PULL BOX MAX PULL =1223' - - "' ~ - cn ^ U MAX PULL =1223' + 2'6"X4'X3'6" CONCRETE FULL TRAFFIC 2 3» W 100+87 80 87' IN: 2-200A 1/0 2WAY DBE W/T-CNN & INS LUG 1-1P 6WAY INS BAR (#8-350) CR: HH H067A V0067 TO X4633 - - - - 1 -SL CBL RACK COMP FOR PB 17"00%24"24" (CONCRETE) IN: 87' 2-1/C 1/0 JCN (JANUARY 12KV) RM: 1-4WAY SEC BARS EPL V0067 TO X4633 =114' * EX: HH H067D INTERCEPT X4633 TO V0067 =151' 17'x30%30" CF: HH H067A MAX PULL =1365' RM: 1-4WAY SEC BARS NOTE: 18 1/2"01%24" (FULL TRAFFIC) CF: IN: 1-6WAY SEC BARS EASEMENT REQUIRED. IN: 1-6WAY SEC BARS 1 3" EX: HH H067E 81 87 18 1 /2"x31 "x24" V0067 TO X4633 IN: 1-6WAY SEC BARS IN: 87' 3-1/C 2-350 & 1-4/0 SEC. EPL V0067 TO X4633 =114' * GPS: NOTE: X4633 TO V0067 =151' -WORK TO BE DONE ON MAX PULL =1223' LAT: N 33° 36' 37.58" ASSOCIATED TD1103682. LONG: W 117° 55' 48.90" EX:4256039E POLE NOTE: -WORK TO SOCIATEDETD10 NE ON ASTD1103682. CF: V5560067 VAULT 50' CLASS 4 (1996) INSP. 2010 7'x18'x8' (TUB STYLE) 16 RM: 1 -RISER 2-1/2" EX: 401506E POLE 2-6 „ GRADE RINGS 1-1P HYPLUG (2-1/0 & 1-#2) 4256 (ABANDON) 039E 6039E TO H067A 33' 1-2 1/2" UP EX. CIC (') RISER DETAIL RM: 38' 3-1/C 2-1/0 & 1-#2 SEC L/N 50' CLASS 3 (2013) INSP. N/A RM: 1 -RISER 2-1/2 1-4WAY SEC BARS 1-1P HYPLUG (2-4/0 & 1-1/0) CR: 1-17"00%24" HANDHOLE (H067A) 4256 (ABANDON) 039E 6039E TO H067D 33' 1-2 1/2" UP RISER DETAIL EX. CIC (5) L/N RM: 39 2-4/0 & 1-1/0 SEC 2-8 S.P. VENTS CF: 3-18 1/2"x31'x24" HH (H067A, H0676, H067C) IN: 1-75KVA 12KV FUSED DE W/1/0 SN: 1-1P 4WAY INS BAR &-350) 4-200A LOADBREAK OW (1/0) 2-200A LOAD BREAK ELBOW W//BUSHING (1/0) (XFMR) 2-200A 3WAY LB J -BAR (J06 A) 2-15 KV CLASS 200 AMP LOADBREAK INSUL CAP 1 -COMPOSITE CABLE RACK & GROUND KIT (4/0 BC) 6-20" COMPOSITE CABLE HOOK 3-6WAY SEC BARS EX. 7+50 EX. HH/SURV. Ln 2300 7+24.74 CA 23RD STREET 104+12.41 CA ALLEY SPEED LIMIT 25 -, TLM DATA: V5560067 SIZE KVA CUST % LOAD EXIST: - - - -% PROP: 75 70_49 23 93.99 % VOLTAGE DROP: 1.28% FLICKER FACTOR: 2.26% PRI. CIRCUIT: JANUARY 12KV SUBSTATION: LAFAYETTE SUB ADDRESS METER NUMBER 110 25TH ST 222010-685035 110 1/2 25TH ST 222010-685034 108 25TH ST UNIT A 222010-685011 108 25TH ST UNIT B 222010-685008 106 25TH ST 222010-685009 113 24TH ST 222010-044906 113 1 2 24TH ST 222010-681831 111 24TH ST E3-010944 109 24TH ST 222010-681830 107 24TH ST 222010-681828 2410 OCEANFRONT 222014-137799 2408 OCEANFRONT 222014-154813 2406 OCEANFRONT 222010-686169 2404 OCEANFRONT 222013-833187 2402 OCEANFRONT 222010-686168 2402 OCEANFRONT 222010-686171 2400 OCEANFRONT 222010-681829 2314 OCEANFRONT 222010-648772 2314 1/2 OCEANFRONT 222010-648773 2312 OCEANFRONT 222010-648753 2310 OCEANFRONT 222010-648774 2308 OCEANFRONT 222010-648750 2308 1/2 OCEANFRONT 222010-653828 ■ SS w SS 0 C> 00 SS 4", UNKNOWN / MANHOLE EX. 1-5" (65) CUST V5899 TO 9466E w 00la +4 ^ `r r7 0 N EX. 1-4" (108') CUST V5899 TO P0489 SEE SHT. EX: V5495899 VAULT 6'x1 2'x7' I� 2-8" S.P. VENTS EX: 3-600A 4WAY J -BAR RM: 3-600A SPLICE 750 W/200A TAP #2 (FIG L) (POS. 3) 6-200A ELBOW W/BAIL (#2) 6-200A DE ELBOW (#2) IN: 3-600A ELBOW 750 W/200A TAP #2 (FIG C) (POS. 3) 3-600A ELBOW 750 (FIG D) (POS. 2) 10 3-600A ELBOW 1000 (FIG D) (POS. 1) TA. I 17L 00 a 5'I EX: P5500489 I� 6'46" CUST ti+39 EX. 40 E EX. 3-700 1-350 L20') 11+24.38 CA ALLEY tt 4 RUNS �"�' 8+08.48 CA ALLEY 7+83 w -2 \1 E .15 9466E w11111111111111/1111/1/11/1111/1////1111/ o 6" W in - - E 11+00 -L - - - - -- - G --- 6„ G ' GtfE EX. 1-4" 90' V5899 TO CAP V5899 TO CAP LJ 00 21 N 22 � N I I + X22 I 04 2214 2210 °p w 1 I 2208 2206 0 E H9467E 1549467E 7+21 c� �I I 1 +1 I I I I I ^ 77 Cr) l� 8' EX. HH NOT ON FIM 6„ G ® - 0 17' 17':4 8' 50' 8" G TS U, TS TS 8" G N L.- = z = o X O LJ z P 0 � 0�1 ---N o) �0J P p� Pc =Z = o 0 w z J O vP *INVENTORY MAP N0:G' ASSOCIATED TD'S: X O -- W z TS 8" G N L.- = z = o X O LJ z P 0 � 0�1 ---N o) �0J P p� Pc 0 vP *INVENTORY MAP N0:G' ASSOCIATED TD'S: 28-11A-4 28-11D-1 TDA DESIGN# TYPE 0 20 40 28-11C-3 28-11D-4 28-11B-7 28-11D-7 TD1573998 1172646 RULE 20A OH REMOVAL TD1509510 1120890 RULE 20A UG INSTALL **THOMAS GUIDE TD1103682 786477 RULE 20B OH REMOVAL UNDERGROUND SERVICE ALERT OC 888-H7, 916-H1 D i a I Dial 81 1 Call USA DESIGN For Underground L ocatingFINAL 2 Working Days Before You Dig FOR CONSTRUCTION CNRCT PLANNER: BRANDON ADNAMS /ASPAPPROVED NOTE: JT INDICATES JO TRENCH W/ POWEI T1 - IAL TOLL FREE 800-227-2600 LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 16x00 DATE REVISIONS DRAWING TO SCALE DO NOT REDUCE DURING REPRODUCTION MATCH LINE STA. 7 2+DD SEE DWG. 2 t &t California CONSTRUCTION NOTES 1. MINIMUM COVER FOR STRUCTURE IS 30" BELOW GUTTER FLOWLINE OR 36" BELOW EXISTING GRADE WHICHEVER IS GREATER. 2. ALL SUBSTRUCTURE INFORMATION SHOWN WAS TAKEN FROM RECORDS AVAILABLE AND IS APPROXIMATE. VERIFY, LOCATE AND PROTECT AS REQUIRED. 3. BEFORE EXCAVATING CALL: U.G. SERVICE ALERT 1-(800) 227-2600 4. ALL TRAFFIC CONTROL TO BE IN ACCORDANCE WITH THE C.J.U.T.C.C. WORK AREA PROTECTION AND TRAFFIC CONTROL MANUAL. 5. THIS PROJECT REQUIRES EXCAVATION. CONSTRUCTION WILL UTILIZE AND IMPLEMENT ALL BEST MANAGEMENT PRACTICES (BMP'S) AS REQUIRED TO ENSURE COMPLIANCE WITH SBC POLICY LETTER ISSUES FEBRUARY 21, 2003 BY ENVIRONMENTAL MANAGEMENT CONCERNING STORM WATER PERMITTING AND STORM WATER POLLUTION PREVENTION PLANS (SWPPPS) AND IN ACCORDANCE WITH THE CLEAN WATER ACT (1965) AND EPA REGULATIONS PUBLISHED IN 1990 AS MODIFIED BY THE PHASE II RULE IN 1999. RECORDS NOTE: TIES OF EXISTING PLANT SHOWN HEREON REFLECT ACTUAL CONDITIONS FOUND DURING FIELDING. CORRECT PERMANENT RECORDS. 1D PL. 26' 2-4" DU. +6-2" DU. TYPE 20 PL. 3' 2-4" DU. +4-2" DU. TYPE 30 PL. 21' 2-4" DU. +3-2" DU. TYPE ® PL. 4' 2-4" DU. +2-2" DU. TYPE O PL. 31' 2-4" DU. TYPE HH - HH = 145' VERIFY © PL. 22' 2-4" DU. +1-2" DU. TYPE 70 PL. 13' 2-4" DU. +2-2" DU. TYPE ®PL. 11' 1-2" DU. TYPE HH - CAP = 38' VERIFY PL. 5' 1-2" DU. TYPE HH - CAP = 32' VERIFY 10 PL. 11' 1-2" DU. TYPE HH - CAP = 41' VERIFY 11 PL. 5' 1-2" DU. TYPE HH - CAP = 56' VERIFY 12 PL. 11' 1-2" DU. TYPE HH - CAP = 67' VERIFY 13 PL. 5' 1-2" DU. TYPE HH - CAP = 61' VERIFY 14 PL. 11' 1-2" DU. TYPE HH - CAP = 69' VERIFY 15 PL. 5' 1-2" DU. TYPE HH - CAP = 41' VERIFY 16 PL. 1-2'x3' HH TRAFFIC RATED PLACE COPPER CLAD GROUND ROD 5/8"x8' DRIVEN TO A DEPTH OF NOT LESS THAN ONE FOOT BELOW GRADE COMMENCED 20 COMPLETED 2n RECONCI U.G. DESIGN ENGINEER: E. FUJIMORI (714) 565-8256 EXCHANGE ENGINEER: M. CARRASCO (951) 452-9483 SUBWAY INSPECTOR: W. SCOTT (714) 669-2269 CONTRACTOR : FORKERT ENGINEERING & SURVEYING, INC. 223 1 1 BROOKHURST ST, STE 203 HLINTIN13TON BEACH, CA 92646 714-963-6793 JN 9236 SCALE : 1 "= 20' NEWPORT BEACH EXCHANGE COSTA MESA C.O. AREA SEG. 1418-7634 INSPECT AND ACQUIRE ROUTINE DATE OFFICE FIELD T.G.M.: 888, H-7 PREPARED 05109117 MAP # : CHECKED APPROVED APPROVED LE(1 9) ADDD6A9 DWG. 7 DF 713 W CONSTRUCTION NOTES SEE DWG. 1 3121 NEWPORT BLVD. 1203 OLE 1054962H CAP 11+69 11+69 21 11+66 R/W— J m a o m J a m 0 0 IffT WTI C -2" DU 0 i i o 111111117 i i i o 215 30TH ST. � o i i i i i 00 213 30TH ST. N 18 111111111111177777777, 209 30TH ST. 6 11+66 k -A —� c� '+I'wi 7 AP 1-2" DU. _ R T. 207 30TH S I 1 LU Ur J Q205 30TH ST. +16 L!_, A L1192U121111111 8 SS I 0 PL. 23' 2-4" DU. +1-2" DU. 13 u DU. 17 m DU. 21 PL. 3' 2-4" ,/ 1101, IsmsA PL. 3' 2-4" DU. +3-2" DU. SS DU. 3 TYPE DU. TYPE TYPE. m DU. TYPE Q MATCH LINE STA. tO c� m CD HH - CAP = 43' VERIFY I TYPE � I � I = 136' VERIFY 13' VERIFY HH - HH = 75' VERIFY o PL. 4' 2-4" DU. HH - CAP = 41' VERIFY HH - CAP = 9' VERIFY 3121 NEWPORT BLVD. 1203 OLE 1054962H CAP 11+69 11+69 21 11+66 R/W— J m a o m J a m 0 0 IffT WTI C -2" DU 0 i i o 111111117 i i i o 215 30TH ST. � o i i i i i 00 213 30TH ST. N 18 111111111111177777777, 209 30TH ST. 6 11+66 k -A —� c� '+I'wi 7 AP 1-2" DU. _ R T. 207 30TH S I 1 LU Ur J Q205 30TH ST. +16 L!_, A L1192U121111111 8 ARKINGS) �2I IM C 134+00 CDIIN — CL L.A. 15-5/47-41 to PER P.M• T T T T CITY SL W lABAND. 8'111111177777777, 126 31ST ST. SS 9+3, � 65 9+31 CAP 1- U) SS I — — — — — — M 5' 25' 777777777777777777777773+7c c � � 124 31ST ST. SS DATE L/ L1 vi vL1 �S Lti DIAL TOLL FREE 1-800-227-2600 a AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 203 30TH ST. CAP 1-2" DUB 201 30TH ST. 10 PL. 12' 2-4" DU. +2-2" DU TYPE 20 PL. 3' 2-4" DU. +4-2" DU. TYPE 30 PL. 7' 2-4" DU. +5-2" DU. TYPE ® PL. 6' 2-4" DU. +5-2" DU. TYPE R/W, CITY SL G 50 G 6" G MEETS UP W/ cn DWG. 6 OF 1 VCP SS - - — SS DU. +4-2" DU. 90 PL. 23' 2-4" DU. +1-2" DU. 13 u DU. 17 PL. 32' 2-4" DU. 21 PL. 3' 2-4" ,/ 1101, IsmsA PL. 3' 2-4" DU. +3-2" DU. SS DU. 3 TYPE DU. TYPE TYPE. TYPE DU. TYPE MATCH LINE STA. tO c� CD HH - CAP = 43' VERIFY I TYPE M I TYPE HH - HH = 136' VERIFY 13' VERIFY HH - HH = 75' VERIFY HH -CAP PL. 4' 2-4" DU. HH - CAP = 41' VERIFY HH - CAP = 9' VERIFY © PL. 21' 2-4" DU. +3-2" DU. 10 PL. 9' 2-4" DU. +2-2" DU. 14 PL. 6' 6-4" DU. 18 PL. 27' 2-2" DU. © PL. 53' 2-4" TYPE DU. © PL. 17' 2-4" DU. +4-2" DU. © \I DU. TYPE 0 TYPE - TYPE 44' _ CD 71 L. _ TYPE TYPE HH - CAP = 35' VERIFY 10+84 11 10+6746 HH - HH = 125' VERIFY �0 PL. 12' 1-2" DU. — — — — — — —� HH - TYPE --- DU. HH - HH = 123' VERIFY HH - CAP = 32' VERIFY 70 PL. 3' 2-4" DU. +2-2" DU. 11 PL. 8' 2-4" DU. +3-2" DU.O TYPE 15 PL. 10' 6-4' DU. +2-2' DU. 19 0 PL. 5' 2-4" DU. +3-2' DU. 3 PL. 9' 2-4" DU. +1-2' DU. �7 PL. 10' 2-4" DU. +3-2" DU. TYPE �j PL. 12' 1-2" DU. 5' TYPE 25' PL. 11' 1-2" DU. TYPE HH -CAP = 32' TYPE W PL. 5' TYPE DU. �9 PL. 1-2'x3' HH 77 ---S TYPE TYPE TRAFFIC RATED TYPE 61 PL. 12' 1-2" DU. PLACE COPPER CLAD GROUND ROD J [n HH -CAP HH - CAP = 35' VERIFY ® r DU. 12 PL. 3' 2-4" DU. +1-2" DU. 16 PL. 10' 2-4" .. 0 PL. 15' 2-4" DU. +2-2" DU. ® PL. 16' 2-4" DU. +2-2" DU. ® PL. 57' 3-2" DU. TYPE ® DU. TYPE 11+69ID TYPE TYPE 11+66 8SS TYPE Q I PL. 12' 1-2" DU. HH - HH = 100' VERIFY HH - CAP = 29' VERIFY ARKINGS) �2I IM C 134+00 CDIIN — CL L.A. 15-5/47-41 to PER P.M• T T T T CITY SL W lABAND. 8'111111177777777, 126 31ST ST. SS 9+3, � 65 9+31 CAP 1- U) SS I — — — — — — M 5' 25' 777777777777777777777773+7c c � � 124 31ST ST. SS DATE L/ L1 vi vL1 �S Lti DIAL TOLL FREE 1-800-227-2600 a AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 203 30TH ST. CAP 1-2" DUB 201 30TH ST. 10 PL. 12' 2-4" DU. +2-2" DU TYPE 20 PL. 3' 2-4" DU. +4-2" DU. TYPE 30 PL. 7' 2-4" DU. +5-2" DU. TYPE ® PL. 6' 2-4" DU. +5-2" DU. TYPE R/W, CITY SL G 50 G 6" G MEETS UP W/ cn DWG. 6 OF 1 VCP SS - - — SS SS c� M 50 SS DU. +4-2" DU. 90 PL. 23' 2-4" DU. +1-2" DU. 13 I DU. 17 PL. 32' 2-4" DU. 21 PL. 3' 2-4" DU. +1-2" DU. PL. 3' 2-4" DU. +3-2" DU. SS DU. 3 TYPE DU. TYPE TYPE. TYPE DU. TYPE MATCH LINE STA. tO c� CD HH - CAP = 43' VERIFY I TYPE M I SS SS c� M 50 PL. 3' 2-4" DU. +4-2" DU. 90 PL. 23' 2-4" DU. +1-2" DU. 13 PL. 27' 2-4" DU. 17 PL. 32' 2-4" DU. 21 PL. 3' 2-4" DU. +1-2" DU. PL. 3' 2-4" DU. +3-2" DU. PL. 4' 1-2" DU. l TYPE DU. TYPE TYPE. TYPE DU. TYPE MATCH LINE STA. TYPE Z+DD TYPE HH - CAP = 43' VERIFY TYPE TYPE CITY SL TYPE HH - HH = 136' VERIFY 13' VERIFY HH - HH = 75' VERIFY HH -CAP PL. 4' 2-4" DU. HH - CAP = 41' VERIFY HH - CAP = 9' VERIFY © PL. 21' 2-4" DU. +3-2" DU. 10 PL. 9' 2-4" DU. +2-2" DU. 14 PL. 6' 6-4" DU. 18 PL. 27' 2-2" DU. © PL. 53' 2-4" TYPE DU. © PL. 17' 2-4" DU. +4-2" DU. © PL. 12' 1-2" DU. TYPE 0 TYPE - TYPE 44' _ CD 71 L. _ TYPE TYPE HH - CAP = 35' VERIFY TYPE 11 10+6746 HH - HH = 125' VERIFY �0 PL. 12' 1-2" DU. — — — — — — —� HH - TYPE --- DU. HH - HH = 123' VERIFY HH - CAP = 32' VERIFY 70 PL. 3' 2-4" DU. +2-2" DU. 11 PL. 8' 2-4" DU. +3-2" DU.O TYPE 15 PL. 10' 6-4' DU. +2-2' DU. 19 0 PL. 5' 2-4" DU. +3-2' DU. 3 PL. 9' 2-4" DU. +1-2' DU. �7 PL. 10' 2-4" DU. +3-2" DU. TYPE �j PL. 12' 1-2" DU. 5' TYPE 25' PL. 11' 1-2" DU. TYPE HH -CAP = 32' TYPE W PL. 5' TYPE DU. �9 PL. 1-2'x3' HH 77 ---S TYPE TYPE TRAFFIC RATED TYPE 61 PL. 12' 1-2" DU. PLACE COPPER CLAD GROUND ROD J [n HH -CAP HH - CAP = 35' VERIFY ® PL. 31' 2-4" TYPE DU. 12 PL. 3' 2-4" DU. +1-2" DU. 16 PL. 10' 2-4" DU. +2-2" DU. 0 PL. 15' 2-4" DU. +2-2" DU. ® PL. 16' 2-4" DU. +2-2" DU. ® PL. 57' 3-2" DU. TYPE ® DU. TYPE 11+69ID TYPE TYPE 11+66 8SS TYPE Q I PL. 12' 1-2" DU. HH - HH = 100' VERIFY HH - CAP = 29' VERIFY TRAFFIC RATED HH - CAP = 15' VERIFY TYPE SL CITY SL 7,T7777T17 — — — —'L 10+88 202 30TH ST. 10+70 4510+67 CAP 1-2" DU. 6��4/41 G POLE 4829279E 200 30TH ST. _ � 10+91 41 PL. 11 1-2 DU. HH - CAP = 19 VERIFY �9 PL. 3' 2-2" DU. HH - CAP = 58' VERIFY SEE DWG l 1-2" DU. TYPE TYPE. OPL. 4' 1-2" DU. MATCH LINE STA. 7 Z+DD PL. 5' 1-2" HH - CAP = 43' VERIFY 11111111111117777�N TYPE CITY SL TYPE HH - CAP = 13' VERIFY HH -CAP PL. 4' 2-4" DU. HH - CAP = 41' VERIFY 212 30TH ST. 91 W/A�_/ LESS THAN ONE FOOT BELOW GRADE 11+91 6 213 29TH ST. 10+77 203 29TH ST. 43 PL. 11' SS DU. SS TYPE 1-2" DU. TYPE 0 - CAP = 44' _ CD 71 L. _ TYPE HH - CAP = 35' VERIFY TRAFFIC 11 10+6746 HH - HH = 125' VERIFY �0 PL. 12' 1-2" DU. — — — — — — —� HH - CAP = --- DU. — — — — — TYPE I — — TYPE Q HH - CAP = 15' + CAP 1- 1111111111111111IIIIIIIIIIIIIIIIIIIIII /////ASS 711 I 11+88 5' Lo 25' PL. 11' 1-2" DU. 31 PL. 14' 6-4" DU. HH -CAP = 32' VERIFY W PL. 5' CAP 1-2" DU. �9 PL. 1-2'x3' HH 77 ---S 2 TYPE TRAFFIC RATED TYPE 61 PL. 12' 1-2" DU. PLACE COPPER CLAD GROUND ROD J [n HH -CAP = 210 30TH ST. 5/8"x8' DRIVEN TO A DEPTH OF NOT PLACE COPPER CLAD GROUND ROD 47 CAP 1-2" DU. TYPE 11 +77 69 211 29TH ST. I HH - 5/8"x8' DRIVEN TO A DEPTH OF NOT 12' VERIFY TYPE 11+69ID LESS THAN ONE FOOT BELOW GRADE 4 11+66 8SS Q I 47 PL. 5' 1-2" DU. O3 PL. 1-2'x3' HH HH - CAP = 29' VERIFY TRAFFIC RATED HH - CAP = 15' VERIFY PLACE COPPER CLAD GROUND ROD SL CITY SL © PL. 8' 2-4" DU. +4-2" DU. — — — — — DU. — —� LESS THAN ONE FOOT BELOW GRADE — — — — — SS — — TYPE ©T 1-2" DU. 20' VERIFY SS +66YPE I DU. ®PL. 1-2'x3' HH TYPE I TRAFFIC RATED _17111111111111h�z HH - CAP = 14' VERIFY PLACE COPPER CLAD GROUND ROD SS 777777777777 11 9 25 S�5 LESS THAN ONE FOOT BELOW GRADE — I 1-2" �3 PL. 24' 2-4" DU. +2-2" DU. HH -CAP = 71' VERIFY CAP 1-2" DU. I I HH - CAP = 20' VERIFY TYPE N 208 30TH ST. 11+62 SS N 6 51 PL. 5' 1-2" 209 29TH ST. TYPE PL. 3' 1-2" DU. HH - CAP = POLE 611605E © PL. 11' 1-2" DU. I TYPE TYPE 11+44 CAP = 44' 11+41® 40 SS PL. 9' 2-4" DU. HH - CAP = 74' VERIFY 1 TYPE HH - CAP = 77' VERIFY TYPE ® PL. 2' — — DU. — — --- --- -- — — — — — — — I HH - HH = 75' VERIFY ® 29' VERIFY COMMENCED 20 COMPLETED 20 RECONCILED U.G. DESIGN ENGINEER: E. FUJIMORI (714) 77 SCALE 1 "= 20' q11 H/h COSTA MESA C.O. AREA U) EXCHANGE ENGINEER: M. CARRASCO (951) 452-9483 PL. 75' 1-2" DU. 1418-7634 INSPECT AND ACQUIRE SUBWAY INSPECTOR: W. SCOTT (714) 11+ 9 41 CAP 1-2" DU. I I ROUTINE DATE OFFICE FIELD CAP 1-2" DU. 42 PREPARED 05/09/17 CONTRACTOR : I PL. 11' 1-2" DU. TYPE HH - CAP = 149' VERIFY CHECKED APPROVED 206 30TH ST. INC. W APPROVED 207 29TH ST. BEACH, CA 92646 L E(1 9) ADDD 6A 9 TYPE HHE CAP = 23' VERIFY 7 7 4-963-679 ,IN 9236 g (V >5 PL. 11' 1-2" DU. JTYPE QSS SS © PL. 5' 1-2" DU. HH - CAP = 17' VERIFY — — — — — —R 6LZI— — — — — — — TYPE T/77777 0 S HH - CAP = 17' VERIFY ©PL. 5' 1-2" DU. ?7777777777T 4311+1 4 CAP 1-2" DU. Tr�'R 1+11 1 PL. 11' 1-2" DU. TYPE 204 30TH ST. 205 29TH ST. o I HH - CAP = 11' VERIFY R/ _ o o + 7,T7777T17 — — — —'L 10+88 202 30TH ST. 10+70 4510+67 CAP 1-2" DU. 6��4/41 G POLE 4829279E 200 30TH ST. _ � JOB # AOOFR6S 12" AC W 12" AC W DWG. 6 OF 11 BALBOA I BLVD. 135+00 136+00 137+00 z 134+81 C/L BALBOA BLVD. �1 136+05 C/L BALBOA BLVD. a 137+30 C/L BALBOA BLVD. 10+00 C/L ALLEY J'� 10+00 C/L 30TH ST. 0 10+00 C/L ALLEY 8" W (ABAND.) J 8" W (ABAND.) X d- a- MEETS UP W/ MEETS UP JOB # AOOFR6S `D JOB # DWG. 6 OF 11 R/W ?2 D9 125 30TH ST. 9+06 +06 I I CAP 1-2" DU. 8 MATCH LINE STA. 9+D0 SEE DWG. 3 REVISIONS CITY SL- U) L U) = SS M 25 — — _ I SS SS '� SS F T NOTE: JT INDICATES JOINT TRENCH W/ POWER/ CATV DRAWING TO SCALE DO NOT REDUCE DURING REPRODUCTION CAP 1-2" DU. 126 30TH ST. 9+51 16 C "CAP 1-2" DU. 124 30TH ST. ;CHAP 1-2" DU. 9+41 71 9+32 CAP 1-2" DU. simmw i� MATCH LINE STA. 9+0D SEE I at&t California 127 29TH ST. 777 125 29TH ST. 138+00 -1 - 10+91 41 PL. 11 1-2 DU. HH - CAP = 19 VERIFY �7 PL. 12' 1-2" DU. LUL 44 HH - 0 ® PL. 5' 1-2" DU. TYPE ___4� OO PL. 1-2'x3' HH — TYPE PL. 5' 1-2" HH - CAP = 43' VERIFY 11111111111117777�N TRAFFIC RATED CITY SL TYPE HH - CAP = 13' VERIFY HH -CAP = 40' VERIFY 5/8"x8' DRIVEN TO A DEPTH OF NOT O LESS THAN ONE FOOT BELOW GRADE -2" DU. 10+77 203 29TH ST. 43 PL. 11' 1-2" DU. PL. 11' 1-2" DU. TYPE 0 HH - CAP = 44' _ CD 71 L. _ TYPE HH - CAP = 35' VERIFY TRAFFIC 11 10+6746 RATED HH - CAP = 22' VERIFY DU. PLACE COPPER CLAD GROUND ROD TYPE 5/8"x8' DRIVEN TO A DEPTH OF NOT Q HH - CAP = 15' VERIFY CAP 1- 1111111111111111IIIIIIIIIIIIIIIIIIIIII /////ASS 711 Lo O PL. 11' 1-2" DU. 138+56 C/L BALBOA BLVD. W W PL. 5' 1-2" DU. �9 PL. 1-2'x3' HH 77 ---S TYPE TRAFFIC RATED 4 PLACE COPPER CLAD GROUND ROD J [n HH -CAP = 37' VERIFY 5/8"x8' DRIVEN TO A DEPTH OF NOT PLACE COPPER CLAD GROUND ROD 47 CAP 1-2" DU. TYPE I HH - 5/8"x8' DRIVEN TO A DEPTH OF NOT 12' VERIFY LESS THAN ONE FOOT BELOW GRADE 201 29TH ST. Q 47 PL. 5' 1-2" DU. JOB # AOOFR6S 12" AC W 12" AC W DWG. 6 OF 11 BALBOA I BLVD. 135+00 136+00 137+00 z 134+81 C/L BALBOA BLVD. �1 136+05 C/L BALBOA BLVD. a 137+30 C/L BALBOA BLVD. 10+00 C/L ALLEY J'� 10+00 C/L 30TH ST. 0 10+00 C/L ALLEY 8" W (ABAND.) J 8" W (ABAND.) X d- a- MEETS UP W/ MEETS UP JOB # AOOFR6S `D JOB # DWG. 6 OF 11 R/W ?2 D9 125 30TH ST. 9+06 +06 I I CAP 1-2" DU. 8 MATCH LINE STA. 9+D0 SEE DWG. 3 REVISIONS CITY SL- U) L U) = SS M 25 — — _ I SS SS '� SS F T NOTE: JT INDICATES JOINT TRENCH W/ POWER/ CATV DRAWING TO SCALE DO NOT REDUCE DURING REPRODUCTION CAP 1-2" DU. 126 30TH ST. 9+51 16 C "CAP 1-2" DU. 124 30TH ST. ;CHAP 1-2" DU. 9+41 71 9+32 CAP 1-2" DU. simmw i� MATCH LINE STA. 9+0D SEE I at&t California 127 29TH ST. 777 125 29TH ST. 138+00 -1 - 41 PL. 11 1-2 DU. TYPE HH - CAP = 46' VERIFY SS OO PL. 1-2'x3' HH — 6 Aft F-1® PL. 5' 1-2" DU. TRAFFIC RATED CITY SL TYPE PLACE COPPER CLAD GROUND ROD HH -CAP = 40' VERIFY 5/8"x8' DRIVEN TO A DEPTH OF NOT O LESS THAN ONE FOOT BELOW GRADE :12" AC W - 43 PL. 11' 1-2" DU. TYPE HH - CAP = 44' VERIFY 71 L. _ TRAFFIC RATED L ® PL. 5' 1-2" DU. PLACE COPPER CLAD GROUND ROD TYPE 5/8"x8' DRIVEN TO A DEPTH OF NOT Q HH - CAP = 15' VERIFY LESS THAN ONE FOOT BELOW GRADE Lo O PL. 11' 1-2" DU. 138+56 C/L BALBOA BLVD. W W TYPE HH - CAP = 18' VERIFY PL. 1-2'x3' HH 10+00 CL TRAFFIC RATED PLACE COPPER CLAD GROUND ROD J [n 46 PL. 5' 1-2" DU. 5/8"x8' DRIVEN TO A DEPTH OF NOT T TYPE LESS THAN ONE FOOT BELOW GRADE HH - CAP = 12' VERIFY Q 47 PL. 5' 1-2" DU. O3 PL. 1-2'x3' HH TYPE TRAFFIC RATED HH - CAP = 15' VERIFY PLACE COPPER CLAD GROUND ROD SL CITY SL 5/8"x8' DRIVEN TO A DEPTH OF NOT 48 PL. 11' 1-2" DU. LESS THAN ONE FOOT BELOW GRADE — TYPE HH - CAP = 20' VERIFY SS 49 PL. 5' 1-2" DU. ®PL. 1-2'x3' HH TYPE TRAFFIC RATED HH - CAP = 14' VERIFY PLACE COPPER CLAD GROUND ROD SS 5/8"x8' DRIVEN TO A DEPTH OF NOT 25 S�5 LESS THAN ONE FOOT BELOW GRADE — � PL. 11' 1-2" DU. = TYPE HH - CAP = 20' VERIFY SS N 51 PL. 5' 1-2" DU. TYPE HH - CAP = 14' VERIFY © PL. 11' 1-2" DU. TYPE HH - CAP = 44' VERIFY PL. 51' 1-2" DU. TYPE HH - CAP = 77' VERIFY ® PL. 2' 1-2" DU. TYPE HH - CAP = 29' VERIFY COMMENCED 20 COMPLETED 20 RECONCILED U.G. DESIGN ENGINEER: E. FUJIMORI (714) 565-8256 SCALE 1 "= 20' NEWPORT BEACH EXCHANGE COSTA MESA C.O. AREA EXCHANGE ENGINEER: M. CARRASCO (951) 452-9483 SEG. 1418-7634 INSPECT AND ACQUIRE SUBWAY INSPECTOR: W. SCOTT (714) 669-2269 T.G.M.: 888, H-7 ROUTINE DATE OFFICE FIELD PREPARED 05/09/17 CONTRACTOR : MAP # : CHECKED APPROVED FORKERT ENGINEERING & SURVEYING, INC. APPROVED 223 1 1 BROOKHLIRST ST, STE 203 BEACH, CA 92646 L E(1 9) ADDD 6A 9 7 7 4-963-679 ,IN 9236 DWG. Z OF 7 O CONSTRUCTION NOTES SEE DWG. 1 SEE DWG. Z MATCH LINE STA. 9+00 1 122 31 ST ST. 4 8+81 1 123 30TH00 ST. CAP 1-2" DU. 8+79 I r I 8+811�15 A - +78 - - - - 777777111111111111111711111771 +77 + 1-2" DU. I 3 CAP 1-2" DU. W 7 120 31ST ST. 8+66 2 121 30TH ST. 4 8 CAP 1-2" DU. CAP 1-2" DU - u9 118 31ST ST. 5 119 30TH ST. R/W R/W 11 0 8+31 lllllgl�+ 8 CAP 1-2" DU. 40 116 31 ST ST. 6 117 30TH ST. 41 8+07 P1-" --— 7LL I -- -- -- 8+ + 42 CAP 1-2" DU. CAP 1-2" DU. 43 114 31 ST ST. 8+00 J 8 115 30TH ST. QI I + 8 9 i�± P 1-2" DU. 44 66112 31 ST ST. 7+583 113 30TH ST. POLE 2020835E 45 7+57 I + 7+60 46 CAP 1-2" DU. 110 31ST ST. 12 111 30TH ST. 7+34 I I I 7+31 4 P - + + 48CAP 1-2" DU. CAP 1-2" DU. 49 108 31ST ST. r 109 30TH ST. 5 EU p � 77777777777 0 c� 106 31ST ST. I 6+75 C/L ALLEY 87+73 C/L ALLEY 107 30TH ST. i LLEY j DATE L/ L1 vi vL1 �S Lti DIAL TOLL FREE 1-800-227-2600 a AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA OCEANFRONT REVISIONS NOTE: JT INDICATES JOINT TRENCH W/ POWER/ CATV SEE DWG. Z MATCH LINE STA. 9+00 14 I I 122 30TH ST. �',I� SS SS I 123 29TH ST. S SS 15 8+82 0 1 " 5' 25' UAF 1-2 +79 ss - c +2 25' 25 16 CAP 1-2" DU. 120 30TH ST. a + 0 121 29TH ST. r � 8+54 `D 17 S SS -i�- -- -- -- o 11111111111117771 3 8+53 I + 4 CAP 1-2" DU. CAP 1-2" DU. c�i 119 29TH ST. 118 30TH ST. 1$ r iS SS I 8+31 -� ---- -SS SS - I + � 8+21 SS CAP 1-2" DU. 6 R/W 117 29TH ST. 116 30TH ST. 0 + SS + 000 °O SS --0 CAP 1-2" DU. 21 7+84 115 29TH ST. AP 1-2" DU. 8 (n SS 1112 30TH ST.CD SS 7+81 w SS - IN3 I -- -- -- SS 7+65 113 29TH ST. 3 - 2 SS 71 7+61 7+57 0 A SS 7+56 4 - I 110 30TH ST. - - SS 7+54 POLE 68866 CAP 1-2" DU. 61 p 5 111 29TH ST. SS 2 CAP 1-2" DU. I 7+36 U) -- -- = SS108 30TH ST. N CAP 1-2 DI -1 03 I SS - M N o 109 29TH ST. I � 10 PL. 22' 2-4" DU. 18 PL. 25' 2-4" DU. +2-2" DU. 49 PL. 4' 1-2" DU. TYPE TYPE TYPE HH - HH = 75' VERIFY HH - CAP = 41' VERIFY 20 PL. 3' 2-4" DU. +2-2" DU. 19 PL. 7' 2-4" DU. +1-2" DU. PL. 4' 1-2" DU. TYPE TYPE TYPE HH - CAP = 16' VERIFY �0 PL. 24' 2-4" DU. 30 PL. 6' 2-4" DU. +4-2" DU. TYPE 51 PL. 12' 1-2" DU. TYPE HH - HH = 106' VERIFY TYPE 21 PL. 19' 2-4" DU. +1-2" DU. HH - CAP = 20' VERIFY ® PL. 10' 2-4" DU. +3-2" DU. TYPE TYPE © PL. 4' 1-2" DU. TYPE HH -CAP = 12' VERIFY v 50 PL. 25' 2-4" DU. +1-2" DU. PL. 16' 2-4" DU. +2-2" DU. TYPE TYPE 3 PL. 12' 1-2" DU. TYPE PL. 4' 2-4" DU. +3-2" DU. HH - CAP = 22' VERIFY © PL. 27' 2-4" DU. TYPE TYPE HH - HH = 98' VERIFY ® PL. 4' 1-2" DU. TYPE ® PL. 5' 4-2" DU. HH - CAP = 14' VERIFY 070 PL. 3' 2-4" DU. +1-2" DU. TYPE 0 7TI7777, TYPE PL. 12' 1-2" DU. TYPE Q 0�5 PL. 20' 3-2" DU. HH - CAP = 47' VERIFY 8 PL. 25' 2-4" DU. +3-2" DU. TYPE W TYPE W © PL. 4' 1-2" DU. (n © PL. 5' 2-2" DU. TYPE 90 PL. 7' 2-4" DU. +4-2" DU. TYPE HH - CAP = 54' VERIFY TYPE PL. 15' 2-4" DU. +3-2" DU. PL. 12' 1-2" DU. TYPE PL. 9' 5-2" DU. TYPE HH - CAP = 51' VERIFY 10 TYPE ® PL. 26' 2-4" DU. +2-2" DU. ® PL. 4' 1-2" DU. TYPE TYPE 11 PL. 3' 4-2" DU. HH -CAP = 24' VERIFY TYPE �9 PL. 40' 2-4" DU. +1-2" DU. TYPE 0 PL. 12' 1-2" DU. TYPE 12 PL. 22' 3-2" DU. HH - CAP = 16' VERIFY TYPE �0 PL. 98' 2-4" DU. TYPE PL. 4' 1-2" DU. HH - HH = 178' VERIFY TYPE 13 PL. 3' 2-2" DU. HH - CAP = 5' VERIFY TYPE 31 PL. 9' 2-4" DU. +2-2" DU. TYPE 61 PL. 4' 1-2" DU. 14 PL. 22' 2-4" DU. +1-2" DU. TYPE HH -CAP = 9' VERIFY TYPE ®PL. 4' 2-4" DU. +1-2" DU. TYPE PL. 12' 1-2" DU. TYPE 15 PL. 3' 2-4" DU. +2-2" DU. �5 PL. 28' 2-4" DU. HH - CAP = 37VERIFY 0 TYPE _ — TYPE HH - HH = 77' VERIFY PL. 4' 1-2" DU. 16 PL. 9' 2-4" DU. +4-2" DU. TYPE TYPE ® PL. 12' 1-2" DU. HH - CAP = 33' VERIFY TYPE PL. 10' 2-4" DU. +4-2" DU. HH - CAP = 23' VERIFY ® PL. 29' 1-2" DU. 17 �� TYPE TYPE PL. 4' 1-2" DU. 5 HH - CAP = 58' VERIFY 0 TYPE HH - CAP = 15' VERIFY PL. 6' 1-2" DU. TYPE _ © PL. 12' 1-2" DU. HH - CAP = 20' VERIFY o I I oo HHPE CAP = 20' VERIFY 106 30TH ST. 2� 4 © PL. 6' 1-2" DU. 0 CAP 1-2" DU. l 6+ 5 C/L 29TH ST. 7 TYPE 5 107 29TH ST. 0 PL. 4' 1-2" DU. HH - CAP = 46' VERIFY I 91+Z9 C/L ALLEY I\ 5• 6+75 C/L ALLEY g I 0 I 31 2 3 HHPE CAP = 12' VERIFY �7 PL. 6' 1-2" DU. M - - R/W� - - / - ALLEYLf) TYPE 2"G 6 CIW YE)P SS LL — — — — — — ALLEY I C/L 3 H ST. = wi 8 = o > C/L A EY I r N LO r r G O N 00 +� + N + I N I + N 0) w 0) N� I N! 0) I ! I 0) O +J +D- +� o +oa OQ :)0 0)U OAU 5 6 I z 0 ~ o z zo C w Q I o z z w H Z Q U z z w Q w 0 Of � ¢ O o w Q Z U N w w 0 �' o 00 O p o c -) N p) N ICE I CN I N N r_ r G G DRAWING TO SCALE DO NOT REDUCE DURING REPRODUCTION at&t California + ® PL. 12' 1-2" DU. HH - CAP = 86' VERIFY _ k I TYPE N HH - CAP = 22' VERIFY TYPE N PL. 4' 1-2" DU. HH - CAP = 13' VERIFY Q TYPE I� HH - CAP = 14' VERIFY (n PL. 5' 1-2" DU. �n TYPE a0 0) I Q 40 PL. 4' 1-2" DU. 111 HH - CAP = 17' VERIFY + + N TYPE rn I I HH - CAP = 39' VERIFY 0- rn U v J [(� OO PL. 1-2'x3' HH g g = 41 PL. 12' 1-2" DU. TRAFFIC RATED TYPE PLACE COPPER CLAD GROUND ROD z z V 5/8"x8' DRIVEN TO A DEPTH OF NOT 0 0 HH -CAP = 47' VERIFY aQI Q LESS THAN ONE FOOT BELOW GRADE o I 00 I TYPE 3: HH - CAP = 44' VERIFY 71 PL. 1-2'x3' HH CC) 00N PL PL. 4' 1-2" DU. ACE COPPER CLAD GROUND ROD 3 TYPE 5/8"x8' DRIVEN TO A DEPTH OF NOT HH - CAP = 36' VERIFY LESS THAN ONE FOOT BELOW GRADE ® PL. 4' 1-2" DU. TYPE HH - CAP = 11' VERIFY PL. 1-2'x3' HH TRAFFIC RATED PL. 12' 1-2" DU. PLACE COPPER CLAD GROUND ROD 5/8"x8' DRIVEN TO A DEPTH OF NOT TYPE LESS THAN ONE FOOT BELOW GRADE X - - - HH - CAP = 20' VERIFY 46 PL. 12' 1-2" DU. TYPE O3 PL. 1-2'x3' HH HH - CAP = 24' VERIFY TRAFFIC RATED PLACE COPPER CLAD GROUND ROD 5/8"x8' DRIVEN TO A DEPTH OF NOT 47 PL. 4' 1-2" DU. LESS THAN ONE FOOT BELOW GRADE TYPE HH - CAP = 38' VERIFY 48 PL. 12' 1-2" DU. ® PL. 1-2'x3' HH TYPE TRAFFIC RATED HH - CAP = 49' VERIFY PLACE COPPER CLAD GROUND ROD 5/8"x8' DRIVEN TO A DEPTH OF NOT LESS THAN ONE FOOT BELOW GRADE COMMENCED 20 COMPLETED 20 RECONCILED U.G. DESIGN ENGINEER: E. FUJIMORI (714) 565-8256 SCALE 1 "= 20' NEWPORT BEACH EXCHANGE COSTA MESA C.O. AREA EXCHANGE ENGINEER: M. CARRASCO (951) 452-9483 SEG. 1418-7634 INSPECT AND ACQUIRE SUBWAY INSPECTOR: W. SCOTT (714) 669-2269 T.G.M.: 888, H-7 ROUTINE DATE OFFICE FIELD PREPARED 05109117 CONTRACTOR : MAP # : CHECKED FORKERT ENGINEERING & SURVEYING, INC. APPROVED 223 1 1 BROOKHURST ST, STE 203 APPROVED 7 4-963-67g BEACH, CA 92646 7 L E(1 9) ADDD 6A 9 ,IN 9236 DWG. 3 DF 7 O I 105 30TH STREET �1J I I I I I I I °I I I I I Z Z Z O z o w ~ ZO O w 0 z O w w Lu o z U 3 o z U O I M 0 o I I o "to ' I I I o o I _ DATE L/ L1 vi vL1 �S Lti DIAL TOLL FREE 1-800-227-2600 a AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA OCEANFRONT REVISIONS NOTE: JT INDICATES JOINT TRENCH W/ POWER/ CATV SEE DWG. Z MATCH LINE STA. 9+00 14 I I 122 30TH ST. �',I� SS SS I 123 29TH ST. S SS 15 8+82 0 1 " 5' 25' UAF 1-2 +79 ss - c +2 25' 25 16 CAP 1-2" DU. 120 30TH ST. a + 0 121 29TH ST. r � 8+54 `D 17 S SS -i�- -- -- -- o 11111111111117771 3 8+53 I + 4 CAP 1-2" DU. CAP 1-2" DU. c�i 119 29TH ST. 118 30TH ST. 1$ r iS SS I 8+31 -� ---- -SS SS - I + � 8+21 SS CAP 1-2" DU. 6 R/W 117 29TH ST. 116 30TH ST. 0 + SS + 000 °O SS --0 CAP 1-2" DU. 21 7+84 115 29TH ST. AP 1-2" DU. 8 (n SS 1112 30TH ST.CD SS 7+81 w SS - IN3 I -- -- -- SS 7+65 113 29TH ST. 3 - 2 SS 71 7+61 7+57 0 A SS 7+56 4 - I 110 30TH ST. - - SS 7+54 POLE 68866 CAP 1-2" DU. 61 p 5 111 29TH ST. SS 2 CAP 1-2" DU. I 7+36 U) -- -- = SS108 30TH ST. N CAP 1-2 DI -1 03 I SS - M N o 109 29TH ST. I � 10 PL. 22' 2-4" DU. 18 PL. 25' 2-4" DU. +2-2" DU. 49 PL. 4' 1-2" DU. TYPE TYPE TYPE HH - HH = 75' VERIFY HH - CAP = 41' VERIFY 20 PL. 3' 2-4" DU. +2-2" DU. 19 PL. 7' 2-4" DU. +1-2" DU. PL. 4' 1-2" DU. TYPE TYPE TYPE HH - CAP = 16' VERIFY �0 PL. 24' 2-4" DU. 30 PL. 6' 2-4" DU. +4-2" DU. TYPE 51 PL. 12' 1-2" DU. TYPE HH - HH = 106' VERIFY TYPE 21 PL. 19' 2-4" DU. +1-2" DU. HH - CAP = 20' VERIFY ® PL. 10' 2-4" DU. +3-2" DU. TYPE TYPE © PL. 4' 1-2" DU. TYPE HH -CAP = 12' VERIFY v 50 PL. 25' 2-4" DU. +1-2" DU. PL. 16' 2-4" DU. +2-2" DU. TYPE TYPE 3 PL. 12' 1-2" DU. TYPE PL. 4' 2-4" DU. +3-2" DU. HH - CAP = 22' VERIFY © PL. 27' 2-4" DU. TYPE TYPE HH - HH = 98' VERIFY ® PL. 4' 1-2" DU. TYPE ® PL. 5' 4-2" DU. HH - CAP = 14' VERIFY 070 PL. 3' 2-4" DU. +1-2" DU. TYPE 0 7TI7777, TYPE PL. 12' 1-2" DU. TYPE Q 0�5 PL. 20' 3-2" DU. HH - CAP = 47' VERIFY 8 PL. 25' 2-4" DU. +3-2" DU. TYPE W TYPE W © PL. 4' 1-2" DU. (n © PL. 5' 2-2" DU. TYPE 90 PL. 7' 2-4" DU. +4-2" DU. TYPE HH - CAP = 54' VERIFY TYPE PL. 15' 2-4" DU. +3-2" DU. PL. 12' 1-2" DU. TYPE PL. 9' 5-2" DU. TYPE HH - CAP = 51' VERIFY 10 TYPE ® PL. 26' 2-4" DU. +2-2" DU. ® PL. 4' 1-2" DU. TYPE TYPE 11 PL. 3' 4-2" DU. HH -CAP = 24' VERIFY TYPE �9 PL. 40' 2-4" DU. +1-2" DU. TYPE 0 PL. 12' 1-2" DU. TYPE 12 PL. 22' 3-2" DU. HH - CAP = 16' VERIFY TYPE �0 PL. 98' 2-4" DU. TYPE PL. 4' 1-2" DU. HH - HH = 178' VERIFY TYPE 13 PL. 3' 2-2" DU. HH - CAP = 5' VERIFY TYPE 31 PL. 9' 2-4" DU. +2-2" DU. TYPE 61 PL. 4' 1-2" DU. 14 PL. 22' 2-4" DU. +1-2" DU. TYPE HH -CAP = 9' VERIFY TYPE ®PL. 4' 2-4" DU. +1-2" DU. TYPE PL. 12' 1-2" DU. TYPE 15 PL. 3' 2-4" DU. +2-2" DU. �5 PL. 28' 2-4" DU. HH - CAP = 37VERIFY 0 TYPE _ — TYPE HH - HH = 77' VERIFY PL. 4' 1-2" DU. 16 PL. 9' 2-4" DU. +4-2" DU. TYPE TYPE ® PL. 12' 1-2" DU. HH - CAP = 33' VERIFY TYPE PL. 10' 2-4" DU. +4-2" DU. HH - CAP = 23' VERIFY ® PL. 29' 1-2" DU. 17 �� TYPE TYPE PL. 4' 1-2" DU. 5 HH - CAP = 58' VERIFY 0 TYPE HH - CAP = 15' VERIFY PL. 6' 1-2" DU. TYPE _ © PL. 12' 1-2" DU. HH - CAP = 20' VERIFY o I I oo HHPE CAP = 20' VERIFY 106 30TH ST. 2� 4 © PL. 6' 1-2" DU. 0 CAP 1-2" DU. l 6+ 5 C/L 29TH ST. 7 TYPE 5 107 29TH ST. 0 PL. 4' 1-2" DU. HH - CAP = 46' VERIFY I 91+Z9 C/L ALLEY I\ 5• 6+75 C/L ALLEY g I 0 I 31 2 3 HHPE CAP = 12' VERIFY �7 PL. 6' 1-2" DU. M - - R/W� - - / - ALLEYLf) TYPE 2"G 6 CIW YE)P SS LL — — — — — — ALLEY I C/L 3 H ST. = wi 8 = o > C/L A EY I r N LO r r G O N 00 +� + N + I N I + N 0) w 0) N� I N! 0) I ! I 0) O +J +D- +� o +oa OQ :)0 0)U OAU 5 6 I z 0 ~ o z zo C w Q I o z z w H Z Q U z z w Q w 0 Of � ¢ O o w Q Z U N w w 0 �' o 00 O p o c -) N p) N ICE I CN I N N r_ r G G DRAWING TO SCALE DO NOT REDUCE DURING REPRODUCTION at&t California + ® PL. 12' 1-2" DU. HH - CAP = 86' VERIFY _ k I TYPE N HH - CAP = 22' VERIFY TYPE N PL. 4' 1-2" DU. HH - CAP = 13' VERIFY Q TYPE I� HH - CAP = 14' VERIFY (n PL. 5' 1-2" DU. �n TYPE a0 0) I Q 40 PL. 4' 1-2" DU. 111 HH - CAP = 17' VERIFY + + N TYPE rn I I HH - CAP = 39' VERIFY 0- rn U v J [(� OO PL. 1-2'x3' HH g g = 41 PL. 12' 1-2" DU. TRAFFIC RATED TYPE PLACE COPPER CLAD GROUND ROD z z V 5/8"x8' DRIVEN TO A DEPTH OF NOT 0 0 HH -CAP = 47' VERIFY aQI Q LESS THAN ONE FOOT BELOW GRADE o I 00 I TYPE 3: HH - CAP = 44' VERIFY 71 PL. 1-2'x3' HH CC) 00N PL PL. 4' 1-2" DU. ACE COPPER CLAD GROUND ROD 3 TYPE 5/8"x8' DRIVEN TO A DEPTH OF NOT HH - CAP = 36' VERIFY LESS THAN ONE FOOT BELOW GRADE ® PL. 4' 1-2" DU. TYPE HH - CAP = 11' VERIFY PL. 1-2'x3' HH TRAFFIC RATED PL. 12' 1-2" DU. PLACE COPPER CLAD GROUND ROD 5/8"x8' DRIVEN TO A DEPTH OF NOT TYPE LESS THAN ONE FOOT BELOW GRADE X - - - HH - CAP = 20' VERIFY 46 PL. 12' 1-2" DU. TYPE O3 PL. 1-2'x3' HH HH - CAP = 24' VERIFY TRAFFIC RATED PLACE COPPER CLAD GROUND ROD 5/8"x8' DRIVEN TO A DEPTH OF NOT 47 PL. 4' 1-2" DU. LESS THAN ONE FOOT BELOW GRADE TYPE HH - CAP = 38' VERIFY 48 PL. 12' 1-2" DU. ® PL. 1-2'x3' HH TYPE TRAFFIC RATED HH - CAP = 49' VERIFY PLACE COPPER CLAD GROUND ROD 5/8"x8' DRIVEN TO A DEPTH OF NOT LESS THAN ONE FOOT BELOW GRADE COMMENCED 20 COMPLETED 20 RECONCILED U.G. DESIGN ENGINEER: E. FUJIMORI (714) 565-8256 SCALE 1 "= 20' NEWPORT BEACH EXCHANGE COSTA MESA C.O. AREA EXCHANGE ENGINEER: M. CARRASCO (951) 452-9483 SEG. 1418-7634 INSPECT AND ACQUIRE SUBWAY INSPECTOR: W. SCOTT (714) 669-2269 T.G.M.: 888, H-7 ROUTINE DATE OFFICE FIELD PREPARED 05109117 CONTRACTOR : MAP # : CHECKED FORKERT ENGINEERING & SURVEYING, INC. APPROVED 223 1 1 BROOKHURST ST, STE 203 APPROVED 7 4-963-67g BEACH, CA 92646 7 L E(1 9) ADDD 6A 9 ,IN 9236 DWG. 3 DF 7 O I W W Lo NOTE: JT INDICATES JOINT TRENCH W/ POWER/ CATV DATE T1 - IAL TOLL FREE 800-227-2600 LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA MATCH LINE STA. 7 7 ADD SEE DWG. 5 REVISIONS DRAWING TO SCALE DO NOT REDUCE DURING REPRODUCTION t&t California O PL. 7' 2-4" DU. +3-2" DU. 11 PL. 21' 1-2" DU. 21 PL. 11' 1-2" DU. TYPE HH - CAP = 48' VERIFY © PL. 5' 1-2" DU. TYPE HH - CAP = 20' VERIFY CONSTRUCTION NOTES SEE DWG. 1 �5 PL. 1-2'x3' HH TRAFFIC RATED PLACE COPPER CLAD GROUND ROD 5/8"x8' DRIVEN TO A DEPTH OF NOT LESS THAN ONE FOOT BELOW GRADE ® PL. 1-2'x3' HH TRAFFIC RATED PLACE COPPER CLAD GROUND ROD 5/8"x8' DRIVEN TO A DEPTH OF NOT LESS THAN ONE FOOT BELOW GRADE COMMENCED 20 COMPLETED 20 RECONCI U.G. DESIGN ENGINEER: E. FUJIMORI (714) 565-8256 EXCHANGE ENGINEER: M. CARRASCO (951) 452-9483 SUBWAY INSPECTOR: W. SCOTT (714) 669-2269 CONTRACTOR : FORKERT ENGINEERING & SURVEYING, INC. 223 1 1 BROOKHURST ST, STE 203 HLINTIN13TON BEACH, CA 92646 714-963-6793 ,IN 9236 SCALE 1 "= 20' NEWPORT BEACH EXCHANGE COSTA MESA C.O. AREA SEG. 1418-7634 INSPECT AND ACQUIRE ROUTINE DATE OFFICE FIELD T.G.M.: 888, H-7 PREPARED 05109117 MAP # : CHECKED APPROVED APPROVED LE(1 9) AOOD6A9 DWG. 4 OF 7 D TYPE TYPE HH - CAP = 21' VERIFY O PL. 24' 2-4" DU. +2-2" DU. 12 PL. 11' 1-2" DU. TYPE TYPE HH - CAP = 18' VERIFY O PL. 11' 2-4" DU. TYPE 13 PL. 11' 1-2" DU. HH - HH = 70' VERIFY TYPE HH - CAP = 42' VERIFY ® PL. 28' 2-4" DU. +2-2" DU. 14 TYPE PL. 5' 1-2" DU. TYPE HH - CAP = 36' VERIFY O PL. 12' 2-4" DU. +3-2" DU. TYPE 15 PL. 11' 1-2" DU. TYPE HH - CAP = 39' VERIFY TYPE 16 PL. 5' 1-2" DU. O PL. 29' 2-4" DU. TYPE HH- CAP = 33' VERIFY TYPE HH - HH = 84' VERIFY 17 PL. 11' 1-2" DU. TYPE ® PL. 3' 2-4" DU. +1-2" DU. HH - CAP = 23' VERIFY TYPE 18 PL. 5' 1-2" DU. TYPE O PL. 22' 2-4" DU. +2-2" DU. HH - CAP = 17' VERIFY TYPE 19 0 PL. 5' 1-2" DU. TYPE 10 PL. 16' 2-4" DU. +3-2" DU. HH- CAP = 19' VERIFY TYPE 0 PL. 11' 1-2" DU. TYPE HH - CAP = 51' VERIFY 21 PL. 11' 1-2" DU. TYPE HH - CAP = 48' VERIFY © PL. 5' 1-2" DU. TYPE HH - CAP = 20' VERIFY CONSTRUCTION NOTES SEE DWG. 1 �5 PL. 1-2'x3' HH TRAFFIC RATED PLACE COPPER CLAD GROUND ROD 5/8"x8' DRIVEN TO A DEPTH OF NOT LESS THAN ONE FOOT BELOW GRADE ® PL. 1-2'x3' HH TRAFFIC RATED PLACE COPPER CLAD GROUND ROD 5/8"x8' DRIVEN TO A DEPTH OF NOT LESS THAN ONE FOOT BELOW GRADE COMMENCED 20 COMPLETED 20 RECONCI U.G. DESIGN ENGINEER: E. FUJIMORI (714) 565-8256 EXCHANGE ENGINEER: M. CARRASCO (951) 452-9483 SUBWAY INSPECTOR: W. SCOTT (714) 669-2269 CONTRACTOR : FORKERT ENGINEERING & SURVEYING, INC. 223 1 1 BROOKHURST ST, STE 203 HLINTIN13TON BEACH, CA 92646 714-963-6793 ,IN 9236 SCALE 1 "= 20' NEWPORT BEACH EXCHANGE COSTA MESA C.O. AREA SEG. 1418-7634 INSPECT AND ACQUIRE ROUTINE DATE OFFICE FIELD T.G.M.: 888, H-7 PREPARED 05109117 MAP # : CHECKED APPROVED APPROVED LE(1 9) AOOD6A9 DWG. 4 OF 7 D SEE DWG. 4 MATCH LINE STA, 1 1 f00 204 29TH ST. 610+94 10+98 205 28TH ST. CAP 1-2 DU. _ 10+9 POLE 4255610E 10+87R CAP 1 DU. 9 202 29TH ST. 8CAP 81-2 DU. I 2 203 28TH ST. RA R/W O 1111111111111777711111111111111111111 7777T 11111111111117777T 200 29TH ST. I 201 28TH ST. 010+45 5' 10+45 31 DU. P 1- Lo �J 10 1—i M N F7711 G v 8+59 a CAP 1-2" DU. 9 121 28TH ST. Q 122 29TH ST. 8 8+59 2" DU. 8+57 I,1 CAP 1 - POLE 1728681E 0zr + / uJ 40 CAP 1-2" DU. 12 CAP 1-2" DU. 4 1 29TH ST. 8+50 8+43 9 119 28TH ST. G 13 1111711111111111111777777777777 o � 28 42 CAP 1-2" DU. 1-2" DU. 43 14 117 28TH ST. 118 29TH ST. = 5' 4 _ 5 MATCH LINE STA. 5+00 SEE DWG. 6 NOTE: JT INDICATES JOINT TRENCH W/ POWER/ CATV DATE L/ L1 vi rL1 �S Lti DIAL TOLL FREE 1-800-227-2600 a AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA REVISIONS A. SEE DWG, 4 MATCH LINE 5'7-•4. >>4--00 0 12" AC W BALBOA 141+00 8" W (ABAND.) N I � Q � U r2 2801 BALBOA BLVD SS 40' SS -SS— 3 40' o I � Q U U N OJ Q N o 0 Q BLVD. — � 142+00 3 II 9+9 C/L 28TH ST. 0 o� N II II —mmmm 12" A 8" W (ABAND.) 2727 NEWPORT BLVD. I � SS SS N I 9+31 C, 25' 25' I 2713 BALBOA BLVD. + a I 2711 BALBOA BLVD. � U 45 $0 48 9+07 Cl II_ SS — P —p— SS U) F -- C) (V SS SS I SS SS SS SS DRAWING TO SCALE DO NOT REDUCE DURING REPRODUCTION `-=(CAP 1-2" 124 28TH ST. —'L 122 28TH ST. g51 C88+57 CC CAP 1-2" D 120 28TH ST. 11//////////////////*Z -7777777 118 28TH ST. 9+43 x CAP 1-2" DU. 46 129 27TH ST. I 9+37 60 8 w P 1-2" DU. 4 J -J 127 27TH ST. Q +10 19 9+03 5' CAP 1-2" DU. 0 N 125 27TH ST. i I 2 8+67 8+57 I I CAP 1-2" DU.V±/ 123 27TH ST. 8+50 8+39 121 27TH ST. 61 ICAP 1-2" DU_ 5 6 8+07 ./ .y - R/W MATCH LINE STA, 8-00 SEE DWG, 6 at&t California 15" K u 'SS �JF55- 15' _ iv, 15' SS SS S�I� SS I I . SS CONSTRUCTION NOTES SEE DWG. 1 U.G. DESIGN ENGINEER: E. FUJIMORI (714) 565-8256 12"ACW 10 PL. 8' 2-4" SEG. 1418-7634 DU. +4-2" DU. © MEETS UP WITH 1-2" DU. APPROVED 49 JOB # AOOFR6S DWG. 6 OF 11 CL L.A.I.U.R.R. R/W — — 3 1400 _ — — — v a 139+80 C/L BALBOA BLVD. co 139+90 C/L BALBOA BLVD. 8" W (ABAND.) HH - CAP = 12' VERIFY HH - CAP = 42' VERIFY N 20 PL. 46' 2-4" DU. +2-2" DU. PL. 5' MEETS UP WITH DU. o PL. 5' 1-2" DU. JOB # AOOFR6S I CITY SL TYPE CITY SL TYPE 8 9+ 47 TYPE POLE 4386806E 128 TH ST. 6 9+41 HH - 9+383 6' 4 9+30 7 CAP 1-2" DU. P 9+33 PL. 5' 2-4" 31 2801 8 Q BALBOA BLVD. 126 29TH ;-5\9 + 0 7 P - 9+ G LLL ® PL. 11' 1-2" DU. 6 + 9+03 777 CAP 1-2" DU. CAP 1-2" 124 29TH ST. = w 123 28TH ST Lo �J 10 1—i M N F7711 G v 8+59 a CAP 1-2" DU. 9 121 28TH ST. Q 122 29TH ST. 8 8+59 2" DU. 8+57 I,1 CAP 1 - POLE 1728681E 0zr + / uJ 40 CAP 1-2" DU. 12 CAP 1-2" DU. 4 1 29TH ST. 8+50 8+43 9 119 28TH ST. G 13 1111711111111111111777777777777 o � 28 42 CAP 1-2" DU. 1-2" DU. 43 14 117 28TH ST. 118 29TH ST. = 5' 4 _ 5 MATCH LINE STA. 5+00 SEE DWG. 6 NOTE: JT INDICATES JOINT TRENCH W/ POWER/ CATV DATE L/ L1 vi rL1 �S Lti DIAL TOLL FREE 1-800-227-2600 a AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA REVISIONS A. SEE DWG, 4 MATCH LINE 5'7-•4. >>4--00 0 12" AC W BALBOA 141+00 8" W (ABAND.) N I � Q � U r2 2801 BALBOA BLVD SS 40' SS -SS— 3 40' o I � Q U U N OJ Q N o 0 Q BLVD. — � 142+00 3 II 9+9 C/L 28TH ST. 0 o� N II II —mmmm 12" A 8" W (ABAND.) 2727 NEWPORT BLVD. I � SS SS N I 9+31 C, 25' 25' I 2713 BALBOA BLVD. + a I 2711 BALBOA BLVD. � U 45 $0 48 9+07 Cl II_ SS — P —p— SS U) F -- C) (V SS SS I SS SS SS SS DRAWING TO SCALE DO NOT REDUCE DURING REPRODUCTION `-=(CAP 1-2" 124 28TH ST. —'L 122 28TH ST. g51 C88+57 CC CAP 1-2" D 120 28TH ST. 11//////////////////*Z -7777777 118 28TH ST. 9+43 x CAP 1-2" DU. 46 129 27TH ST. I 9+37 60 8 w P 1-2" DU. 4 J -J 127 27TH ST. Q +10 19 9+03 5' CAP 1-2" DU. 0 N 125 27TH ST. i I 2 8+67 8+57 I I CAP 1-2" DU.V±/ 123 27TH ST. 8+50 8+39 121 27TH ST. 61 ICAP 1-2" DU_ 5 6 8+07 ./ .y - R/W MATCH LINE STA, 8-00 SEE DWG, 6 at&t California 15" K u 'SS �JF55- 15' _ iv, 15' SS SS S�I� SS I I . SS CONSTRUCTION NOTES SEE DWG. 1 COMMENCED 20 COMPLETED 20 RECONCILED U.G. DESIGN ENGINEER: E. FUJIMORI (714) 565-8256 SCALE 1 "= 20' 10 PL. 8' 2-4" SEG. 1418-7634 DU. +4-2" DU. © PL. 11' 1-2" DU. APPROVED 49 PL. 11' 1-2" DU. TYPE TYPE TYPE HH - CAP = 12' VERIFY HH - CAP = 42' VERIFY 20 PL. 46' 2-4" DU. +2-2" DU. PL. 5' 1-2" DU. 0 PL. 5' 1-2" DU. TYPE TYPE TYPE HH - CAP = 6' VERIFY HH - CAP = 36' VERIFY PL. 5' 2-4" DU. TYPE ® PL. 11' 1-2" DU. 51 PL. 9' 1-2" DU. HH - HH = --' VERIFY TYPE TYPE HH - CAP = 19' VERIFY HH - CAP = 24' VERIFY ® PL. 7' 6-4" DU. �9 © TYPE PL. 5' 1-2" DU. PL. 7' 1-2" DU. TYPE TYPE HH - CAP = 13' VERIFY HH - CAP = 22' VERIFY 50 PL. 3' 6-4" DU. +1-2" DU. TYPE 0 PL. 11' 1-2" DU. 3 PL. 9' 1-2" DU. TYPE TYPE HH - CAP = 64' VERIFY HH - CAP = 20' VERIFY ITY SL W' TYPE 31 PL. 5' 1-2" DU. ® PL. 5' 1-2" DU. TYPE TYPE 0 70 PL. 7' 2-4" DU. +4-2" DU. HH - CAP = 58' VERIFY HH - CAP = 6' VERIFY O TYPE � PL. 77' 1-2" DU. 0 PL. 5' 1-2" DU. 12" AC W TYPE TYPE PL. 24' 2-4" DU. +3-2" DU. HH - CAP = 83' VERIFY HH - CAP = 12' VERIFY �y. TYPE ^V ^ PL. 11' 1-2" DU. © PL. 11' 1-2" DU. l ` TYPE TYPE 90 PL. 4' 2-4" DU. +2-2" DU. HH - CAP = 16' VERIFY HH - CAP = 40' VERIFY — Q TYPE TYPE UJ 10 PL. 50' 2-4" DU. HH -CAP = 18' VERIFY �7 PL. 1-2'x3' HH O TRAFFIC RATED (ABAND.) TYPE PLACE COPPER CLAD GROUND ROD HH - HH = 103' VERIFY 0 PL. 5' 1-2" DU. 5/8"x8' DRIVEN TO A DEPTH OF NOT TYPE LESS THAN ONE FOOT BELOW GRADE J 11 PL. 6' 2-4" DU. +2-2" DU. HH - CAP = 42' VERIFY TYPE Z© PL. 5' 1-2" DU. ®PL. 1-3'x5' HH 12 PL. 7' 2-4" DU. +4-2" DU. TYPE TRAFFIC RATED PLACE COPPER TYPE HH - CAP = 45' VERIFY CLAD GROUND ROD t I� 5/8"x8' DRIVEN TO A DEPTH OF NOT Q 0 LESS THAN ONE FOOT BELOW GRADE 13 PL. 12' 2-4" DU. +2-2" DU. PL. 11' TYPE 1-2" DU. TYPE HH - CAP = 51' VERIFY �9 PL. 1-2'x3' HH 14 PL. 31' 2-4" DU. ® PL. 5' 1-2" DU. RATED PRLACE COPPER CLAD GROUND ROD TYPE TYPE 5/8"x8' DRIVEN TO A DEPTH OF NOT HH - HH = 80' VERIFY HH - CAP = 17' VERIFY LESS THAN ONE FOOT BELOW GRADE —� 15 PL. 7' 6-4" DU. PL. 11' 1-2" DU. TYPE TYPE HH - CAP = 23' VERIFY O0 PL. 1-3'x5' HH TRAFFIC RATED 16 PL. 6' 6-4" DU. +1-2" DU. 40 PLACE COPPER CLAD GROUND ROD TYPE PL. 5' 1-2" DU. 5/8"x8' DRIVEN TO A DEPTH OF NOT TYPE LESS THAN ONE FOOT BELOW GRADE HH -CAP = 12' VERIFY 17 PL. 6' 2-4" TYPE DU. +4-2" DU. 41 PL. 11' 1-2" DU. 61 PL. 1-2'x3' HH TYPE TRAFFIC RATED HH - CAP = 18' VERIFY PLACE COPPER CLAD GROUND ROD 5/8"x8' DRIVEN TO A DEPTH OF NOT 18 PL. 21' 2-4" DU. +3-2" DU. ® PL. 5' 1-2" DU. LESS THAN ONE FOOT BELOW GRADE TYPE TYPE HH - CAP = 17' VERIFY 19 PL. 4' 2-4" DU. +2-2" DU. 43 PL. 11' 1-2" DU. TYPE TYPE HH - CAP = 23' VERIFY PL. 53' 2-4" DU. TYPE 44 PL. 5' 1-2" DU. HH - HH = 98' VERIFY TYPE HH - CAP = 42' VERIFY 21 PL. 3' 2-4" DU. +2-2" DU. TYPE 45 PL. 66' 1-2" DU. TYPE HH - CAP = 75' VERIFY 7 PL. 12' 2-4" DU. +3-2" DU. TYPE 46 0 PL. 5' 1-2" DU. TYPE HH - CAP = 7' VERIFY �3 PL. 8' 2-4" DU. +2-2" DU. TYPE 47 PL. 5' 1-2" DU. HH - HH = 102' VERIFY TYPE HH - CAP = 11' VERIFY � ® PL. 22' 2-4" DU. +1-2" DU. TYPE 48 PL. 11' 1-2" DU. �5 PL. 10' 2-4" DU. TYPE HH - CAP = 37' VERIFY TYPE HH - HH = 96' VERIFY COMMENCED 20 COMPLETED 20 RECONCILED U.G. DESIGN ENGINEER: E. FUJIMORI (714) 565-8256 SCALE 1 "= 20' NEWPORT BEACH EXCHANGE COSTA MESA C.O. AREA INSPECT AND ACQUIRE EXCHANGE ENGINEER: M. CARRASCO (951) 452-9483 SEG. 1418-7634 SUBWAY INSPECTOR: W. SCOTT (714) 669-2269 T.G.M.: 888' H-7 918, H-1 ROUTINE DATE OFFICE FIELD PREPARED 05109117 CONTRACTOR: FORKERT ENGINEERING & SURVEYING, INC. 223 1 1 BROOKHURST ST, STE 203 77 4-963-67g BEACH, CA 92646 ,IN 9236 MAP # : CHECKED APPROVED APPROVED LE(1 9) AOOD6A9 DWG. 5 OF 7 O CONSTRUCTION NOTES SEE DWG. 1 SEE DWG. 5 MATCH LINE STA, S+DD 116 29TH ST. 114 29TH ST. 7+57 o- 8 7+45 CAP 1-2" DU. 9 7+41 CAP 1-2" DU. 1108/110 29TH ST. W J J a 115 28TH ST. 7+58 6 113 28TH ST. CAP 1-2" DU. 7+56 CAP 1-2" DU. 7+48 7+44 111 28TH ST. NOTE: JT INDICATES JOINT TRENCH W/ POWER/ CATV DATE L/ L1 vi rL1 �S Lti DIAL TOLL FREE 1-800-227-2600 a AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 109 28TH ST. SEE DWG, 5 MATCH LINE STA. S+OD SEE DWG, 5 25' MATCH LINE STA. S -f -DD I 25' 8 116 28TH ST. 117 27TH ST. I 41 7+82 -_ SS _ I 7+82 M SS tT_1 DU. +1-2" DU. ■ �i■ PL. 11' 1-2" DU. I U) 1-2" DU. DU. TYPE Lss DU. 50 PL. 4' 2-4" DU. +2-2" DU. DU. TYPE CAP = 19' VERIFY 00 z z N PL. 11' 1-2" DU. 0 61 HH - _ 15' HH - CAP SS 20 PL. 15' 2-4" DU. +2-2" O DU. © PL. 34' 2-4" DU. +1-2" DU. o TYPE N I I I N SS I TYPE TYPE DU. HH - © PL. 11' 1-2" DU. © PL. 5' 1-2" DU. TYPE TYPE TRAFFIC RATED SS 0 I =4 1-2" TYPE ISS— SS I�:)f 30 PL. 6' 2-4" 11■_■� DU ems_ e��/N=A HH - `I<_!�■1 HH - kin = 64' VERIFY 0 TYPE HH - CAP = 0 Q 18 PL. 4' 2-4" �7 HH - CAP = 19' VERIFY LESS THAN ONE FOOT BELOW GRADE 13 PL. 19' 2-4" Ip�� DU. +2-2" DU. PL. 11' 1-2" DU. PL. 5' 1 DU. �� TYPE TYPE HH - HH ► .i IF��� PL. 5' 1-2" 11,. TYPE HH - HH ® PL. 8' 2-4" DU. +3-2" DU. DU. CAP = TYPE HH - CAP = 17' VERIFY = HH - CAP = 89' VERIFY 14 PL. 10' 2-4" DU. +1-2" DU. 51 HH - CAP = 13' VERIFY TRAFFIC RATED TYPE 19 PL. 22' 2-4" VERIFY DU. +1-2" DU. DU. +2-2" DU. PLACE COPPER CLAD GROUND ROD PL. 6' 1-2" + TYPE TYPE 5/8"x8' DRIVEN TO A DEPTH OF NOT CAP = 48' VERIFY (0J� PL. 5' 1-2" • VERIFY LESS THAN ONE FOOT BELOW GRADE 15 PL. 24' 2-4" DU. +4-2" DU. 8 z PL. 6' 1-2" TYPE 0 PL. 12' 2-4" DU. +2-2" TYPE © PL. 5' 1-2" DU. HH - CAP = 17' VERIFY TYPE HH - HH = 106' VERIFY TYPE 31 PL. 18' 2-4" Q � +2-2" DU. � • 48 PL. 11' 1-2" DU. 38' VERIFY 0016 PL. 4' 2-4" DU. +1-2" DU. DU. NOTE: JT INDICATES JOINT TRENCH W/ POWER/ CATV DATE L/ L1 vi rL1 �S Lti DIAL TOLL FREE 1-800-227-2600 a AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 109 28TH ST. SEE DWG, 5 MATCH LINE STA. S+OD SEE DWG, 5 25' MATCH LINE STA. S -f -DD I 25' 8 116 28TH ST. 117 27TH ST. I 41 7+82 -_ SS _ I 7+82 M SS PL. 21' 2-4" DU. +1-2" DU. DU. 0 PL. 11' 1-2" DU. I U) 1-2" DU. DU. TYPE Lss DU. 50 PL. 4' 2-4" DU. +2-2" DU. DU. TYPE CAP = 19' VERIFY 00 z z N PL. 11' 1-2" DU. 0 61 HH - _ 15' HH - CAP SS 11 6 6 C, 107 28TH ST. LO 4 C 0) rn ALLEY.?II w 00N 4 5 c° r I +0- I +0- UJI rn U rn U CL 8 9 6 0 JC/L 2 TH ST. �- 94 2 C/L LLEY � z 0 Z � c -I Q I I o I I � o N O U-8, °p N O I I I I I I 0 REVISIONS f r17/77 7+79 — — 114 28TH ST. 9 F 37+56 115 27TH ST. 4 A 1- I 7+56 44 10 PL. 21' 2-4" DU. +1-2" DU. DU. 0 PL. 11' 1-2" DU. I PL. 5' 1-2" DU. DU. TYPE DU. 50 PL. 4' 2-4" DU. +2-2" DU. DU. TYPE CAP = 19' VERIFY TYPE z z TYPE PL. 11' 1-2" DU. 0 61 HH - CAP = 27' VERIFY 15' HH - CAP = 46' VERIFY 20 PL. 15' 2-4" DU. +2-2" O DU. © PL. 34' 2-4" DU. +1-2" DU. o TYPE N I I I N SS I TYPE TYPE DU. HH - © PL. 11' 1-2" DU. © PL. 5' 1-2" DU. TYPE TYPE TRAFFIC RATED SS 0 TYPE PL. 11' 1-2" TYPE ISS— SS 70 PL 44' 2 4" DU 30 PL. 6' 2-4" DU. +4-2" DU DU. HH - CAP = 11' VERIFY HH - CAP = 64' VERIFY 0 TYPE HH - CAP = 0 Q 18 PL. 4' 2-4" �7 HH - CAP = 19' VERIFY LESS THAN ONE FOOT BELOW GRADE 13 PL. 19' 2-4" DU. +2-2" DU. PL. 11' 1-2" DU. PL. 5' 1-2" DU. I TYPE TYPE HH - HH = 144' 46 PL. 5' 1-2" TYPE TYPE HH - HH ® PL. 8' 2-4" DU. +3-2" DU. DU. CAP = TYPE HH - CAP = 17' VERIFY = HH - CAP = 89' VERIFY SEE DWG, 5 TYPE 8 DU. G I MATCH LINE STA. S+OD I � PL. 5' TYPE 1-2" DU. TYPE DU. 50 PL. 4' 2-4" DU. +2-2" DU. DU. HH - CAP = 19' VERIFY HH - CAP = 41' VERIFY z z TYPE PL. 11' 1-2" DU. 0 61 0 15' 15' 15' U 9 PL. 5' 1-2" DU. O I © PL. 34' 2-4" DU. +1-2" DU. o TYPE N I I I N SS I PL. 4' 2-4" TYPE DU. HH - CAP = 23' VERIFY �g PL. 1-2'x3' HH RATED TYPE TYPE TRAFFIC RATED SS 0 HH - PL. 11' 1-2" PLACE COPPER CLAD GROUND ROD ISS— SS 70 PL 44' 2 4" DU 40 PL 11' 1-2" DU 5/8"x8' DRIVEN TO A DEPTH OF NOT + 112 28TH ST. 7+35 7+43 0 45 7+32 C L HH 113 27TH ST. CAP 1-2" DU. N 11 7+32 6 0� — — — —�' - --- — --- 4--- ST U) — — — U) 3 110 28TH ST. 13 a 7+28 = 48 7+10 io CAP 1-2 DU. 4 111 27TH ST. ti P !) 7+13 I N - - - - {�- 7� Iz111azzzzzzLj111I' r77777C)— — I SS SS '� —II SS + SS 108 28 H ST. 7+00 T 15 I � CAP 1-2 pU, 49 I 2 HST. �6+82 109 27TH ST. I Im G DRAWING TO SCALE DO NOT REDUCE DURING REPRODUCTION G 5' f4) 107 27TH ST. G C ALLEY 6+50 C 96+43 C C at&t California C G ST. i SS TYPE TYPE LESS THAN ONE FOOT BELOW GRADE HH - HH = 96' VERIFY HH - CAP = 63' VERIFY I® 41 PL. 11' 1-2" DU. PL. 21' 2-4" DU. �STYPE PL. 1-2'x3' HH TYPE HH - CAP = 46' VERIFY TRAFFIC RATED HH - HH = 96' VERIFY PLACE COPPER CLAD GROUND ROD 5/8"x8' DRIVEN TO A DEPTH OF NOT © PL. 5' 1-2" DU. LESS THAN ONE FOOT BELOW GRADE 90 PL. 25' 2-4" DU. +2-2" DU. TYPE TYPE HH - CAP = 40' VERIFY 43 PL. 11' 1-2" DU. DPL. 1-3'x5' HH 10 PL. 10' 2-4" DU. +4-2" DU. TYPE TRAFFIC RATED TYPE HH - CAP = 21' VERIFY PLACE COPPER CLAD GROUND ROD HH - HH = 103' VERIFY 5/8"x8' DRIVEN TO A DEPTH OF NOT LESS THAN ONE FOOT BELOW GRADE G DU. G I PL. 5' I � HH - CAP = 11 PL. 8' 2-4" DU. +a DU. TYPE o w z z TYPE PL. 11' 1-2" DU. 0 61 0 HH - CAP = 15' U v 0 3 G 49 o O I o N I I N I I I N G DRAWING TO SCALE DO NOT REDUCE DURING REPRODUCTION G 5' f4) 107 27TH ST. G C ALLEY 6+50 C 96+43 C C at&t California C G ST. i SS TYPE TYPE LESS THAN ONE FOOT BELOW GRADE HH - HH = 96' VERIFY HH - CAP = 63' VERIFY I® 41 PL. 11' 1-2" DU. PL. 21' 2-4" DU. �STYPE PL. 1-2'x3' HH TYPE HH - CAP = 46' VERIFY TRAFFIC RATED HH - HH = 96' VERIFY PLACE COPPER CLAD GROUND ROD 5/8"x8' DRIVEN TO A DEPTH OF NOT © PL. 5' 1-2" DU. LESS THAN ONE FOOT BELOW GRADE 90 PL. 25' 2-4" DU. +2-2" DU. TYPE TYPE HH - CAP = 40' VERIFY 43 PL. 11' 1-2" DU. DPL. 1-3'x5' HH 10 PL. 10' 2-4" DU. +4-2" DU. TYPE TRAFFIC RATED TYPE HH - CAP = 21' VERIFY PLACE COPPER CLAD GROUND ROD HH - HH = 103' VERIFY 5/8"x8' DRIVEN TO A DEPTH OF NOT LESS THAN ONE FOOT BELOW GRADE G DU. G G DRAWING TO SCALE DO NOT REDUCE DURING REPRODUCTION G 5' f4) 107 27TH ST. G C ALLEY 6+50 C 96+43 C C at&t California C G ST. i SS TYPE TYPE LESS THAN ONE FOOT BELOW GRADE HH - HH = 96' VERIFY HH - CAP = 63' VERIFY I® 41 PL. 11' 1-2" DU. PL. 21' 2-4" DU. �STYPE PL. 1-2'x3' HH TYPE HH - CAP = 46' VERIFY TRAFFIC RATED HH - HH = 96' VERIFY PLACE COPPER CLAD GROUND ROD 5/8"x8' DRIVEN TO A DEPTH OF NOT © PL. 5' 1-2" DU. LESS THAN ONE FOOT BELOW GRADE 90 PL. 25' 2-4" DU. +2-2" DU. TYPE TYPE HH - CAP = 40' VERIFY 43 PL. 11' 1-2" DU. DPL. 1-3'x5' HH 10 PL. 10' 2-4" DU. +4-2" DU. TYPE TRAFFIC RATED TYPE HH - CAP = 21' VERIFY PLACE COPPER CLAD GROUND ROD HH - HH = 103' VERIFY 5/8"x8' DRIVEN TO A DEPTH OF NOT LESS THAN ONE FOOT BELOW GRADE `o + PL. 15' 2-4" DU. TYPE 44 PL. 5' 1-2" DU. HH - CAP = 11 PL. 8' 2-4" DU. +5-2" DU. TYPE TYPE PL. 11' 1-2" DU. 0 HH - CAP = 15' VERIFY TYPEHH 49 PL. 5' 1-2" DU. +2-2" PL. 38' 2-4" Q PL. 1-2'x3' HH 12 PL. 4' 2-4" DU. DU. +3-2" DU.TRAFFIC 45 RATED TYPE TYPE 0 HH - PL. 11' 1-2" DU. © PLACE COPPER CLAD GROUND ROD > DU. +1-2" DU. TYPE TYPE TYPE 5/8"x8' DRIVEN TO A DEPTH OF NOT 0 HH - CAP = 0 Q 18 PL. 4' 2-4" �7 HH - CAP = 19' VERIFY LESS THAN ONE FOOT BELOW GRADE 13 PL. 19' 2-4" DU. +2-2" DU. �n TYPE I TYPE TYPE HH - HH = 144' 46 PL. 5' 1-2" DU. TYPE HH - HH 77' VERIFY DU. HH - CAP = 52' TYPE = ICIN0 _I O3 PL. 1-3'x5' HH 14 PL. 10' 2-4" DU. +1-2" DU. 51 HH - CAP = 13' VERIFY TRAFFIC RATED TYPE 19 PL. 22' 2-4" VERIFY DU. +1-2" DU. DU. +2-2" DU. PLACE COPPER CLAD GROUND ROD PL. 6' 1-2" + TYPE TYPE 5/8"x8' DRIVEN TO A DEPTH OF NOT CAP = 48' VERIFY (0J� PL. 5' 1-2" DU. VERIFY LESS THAN ONE FOOT BELOW GRADE 15 PL. 24' 2-4" DU. +4-2" DU. 8 z PL. 6' 1-2" TYPE 0 PL. 12' 2-4" DU. +2-2" TYPE © PL. 5' 1-2" DU. HH - CAP = 17' VERIFY TYPE HH - HH = 106' VERIFY TYPE 31 PL. 18' 2-4" Q � +2-2" DU. � 48 PL. 11' 1-2" DU. 38' VERIFY 0016 PL. 4' 2-4" DU. +1-2" DU. DU. TYPE DU. TYPE PL. 11' 1-2" `o + PL. 15' 2-4" DU. TYPE HH - CAP = 16' VERIFY HH - CAP = 41 VERIFY O © PL. 11' 1-2" DU. 0 PL. 19' 2-4" DU. DU. TYPEHH 49 PL. 5' 1-2" DU. +2-2" PL. 38' 2-4" 47' DU. +2-2" DU. TYPE TYPE TYPE 0 HH - CAP = 45' VERIFY © PL. 74' 2-4" O1 DU. +1-2" DU. TYPE TYPE 0 HH - CAP = 0 Q 18 PL. 4' 2-4" �7 DU. DU. 0 PL. 11' 1-2" DU. TYPE �n TYPE TYPE HH - HH = 144' VERIFY V 38' TYPE HH - HH 77' VERIFY DU. HH - CAP = 52' VERIFY = ICIN0 _I TYPE 51 PL. 11' 1-2" DU. � 19 PL. 22' 2-4" VERIFY DU. +1-2" DU. DU. +2-2" DU. PL. 6' 1-2" + TYPE TYPE HHPE CAP = 48' VERIFY (0J� HH - CAP = 80' VERIFY �0 PL. 41' 2-4" DU. +4-2" DU. 8 z PL. 6' 1-2" DU. 0 PL. 12' 2-4" DU. +2-2" DU. © PL. 5' 1-2" DU. I TYPE HH - CAP = 65' VERIFY TYPE 31 PL. 18' 2-4" Q � +2-2" DU. � TYPE HH - CAP = 38' VERIFY w I U 0 � Z O 21 PL. 11' 2-4" DU. +3-2" DU. TYPE PL. 11' 1-2" DU. © PL. 24' 2-4" z DU. +1-2" DU. TYPE HH - CAP = 19' VERIFY TYPE O Lu 0 © HH - CAP = 22' VERIFY N �3 PL. 84' 2-4" PL. 25' 2-4" DU. +2-2" DU. TYPE 00 CD HH - CAP = TYPE VERIFY HH - HH ® PL. 5' 1-2" DU. N �3 PL. 44' 2-4" DU. ® PL. 10' 1-2" DU. TYPE HH - 7' VERIFY CAP = I +1-2" DU. TYPE TYPE TYPE HH - CAP = 52' VERIFY HH - HH = 114' VERIFY COMMENCED 20 COMPLETED 2n RECONCILED U.G. DESIGN ENGINEER: E. FUJIMORI (714) 565-8256 SCALE 1"= 20' NEWPORT BEACH EXCHANGE PL. 5' 1-2" DU. COSTA MESA C.O. AREA EXCHANGE ENGINEER: M. CARRASCO (951) 452-9483 TYPE 1418-7634 INSPECT AND ACQUIRE ® PL. 15' 2-4" DU. +1-2" DU. HH - CAP = 16' VERIFY TYPE © PL. 11' 1-2" DU. �5 PL. 19' 2-4" DU. DU. TYPEHH +2-2" - CAP = 47' VERIFY G G TYPE 0 PL. 5' 1-2" DU. © PL. 74' 2-4" DU. +1-2" DU. TYPE TYPE HH - CAP = 41' VERIFY �7 PL. 10' 2-4" DU. ® PL. 5' 1-2" DU. TYPE TYPE HH - HH = 144' VERIFY HH - CAP = 38' VERIFY ® PL. 46' 2-4" DU. +1-2" DU. 0 PL. 5' 1-2" DU.TYPE TYPE HH - CAP = 23' VERIFY �9 PL. 14' 2-4" DU. +2-2" DU. PL. 6' 1-2" DU. TYPE TYPE HH - CAP = 80' VERIFY �0 PL. 41' 2-4" DU. +4-2" DU. 61 PL. 6' 1-2" DU. TYPE TYPE HH - CAP = 65' VERIFY 31 PL. 18' 2-4" DU. +2-2" DU. TYPE PL. 6' 1-2" DU. TYPE © PL. 24' 2-4" DU. +1-2" DU. HH - CAP = 19' VERIFY TYPE PL. 6' 1-2" DU. �3 PL. 84' 2-4" DU. TYPE TYPE HH - CAP = 8' VERIFY HH - HH = 204' VERIFY ® PL. 10' 1-2" DU. ® PL. 15' 2-4" DU. +1-2" DU. TYPE TYPE HH - CAP = 52' VERIFY COMMENCED 20 COMPLETED 2n RECONCILED U.G. DESIGN ENGINEER: E. FUJIMORI (714) 565-8256 SCALE 1"= 20' NEWPORT BEACH EXCHANGE COSTA MESA C.O. AREA EXCHANGE ENGINEER: M. CARRASCO (951) 452-9483 SEG. 1418-7634 INSPECT AND ACQUIRE SUBWAY INSPECTOR: W. SCOTT (714) 669-2269 T.G.M.: 918, H-1 ROUTINE DATE OFFICE FIELD PREPARED 05 09 17 CONTRACTOR : MAP # : CHECKED APPROVED FORKERT ENGINEERING & SURVEYING, INC. APPROVED 223 1 1 BROOKHURST ST, STE 203 BEACH, 7 CA 92646 L E(1 9) ADDD 6A 9 7 4-963-679 ,IN 9236 DWG. 6 OF 7 O CONSTRUCTION NOTES SEE DWG. 1 NOTE: JT INDICATES JOINT TRENCH W/ POWER/ CATV L/ L1 vi rL1 �S Lti DIAL TOLL FREE 1-800-227-2600 a AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA r 12" AC W 8" W (ABAND.) 0 o — 0 W --W-- 144+55 C/L BALBOA BLVD. 10+00 Ch ALLEY 145+00 S�j �9: �9: 12" AC W A I W - 145+45 C/L BALBOA BLVD. 10+00 C/L 26TH ST. z 0 a J 146+00 so Q BALBOA BLVD. 8" W (ABAND.) 3 I L mu VY 146+35 C/L BALBOA BLVD. 147+22 C/L BALBOA BLVD. 10+00 C/L ALLEY 10+00 C/L 25TH ST. 147+00 8" W (ABAND.) DATE REVISIONS DRAWING TO SCALE DO NOT REDUCE DURING REPRODUCTION at&t California 10 PL. 13' 4-4" DU. 565-8256 SCALE 1 "= 20' © PL. 10' 1-2" 3 SUBWAY INSPECTOR: W. SCOTT ®PL. 1-3'x5' HH T.G.M.: 918, H-1 ROUTINE DATE OFFICE FIELD PREPARED 05109117 CONTRACTOR : FORKERT ENGINEERING & SURVEYING, INC. 223 1 1 BROOKHURST ST, STE 203 77 4-963-679 BEACH, CA 92646 ,IN 9236 TYPE CHECKED APPROVED APPROVED LE( 1 9) ADDD 6A 9 DWG. 7 OF 7 O TYPE TRAFFIC RATED MEETS UP WITH HH - CAP = G� VERIFY to PLACE COPPER MEETS UP WITH 20 PL. 37' 2-4" DU. 5/8"x8' DRIVEN TO A DEPTH OF NOT JOB # AOOFR6S DWG. 7 OF 11 LESS THAN ONE FOOT BELOW GRADE DWG. 8 OF 11 TYPE PL. 6' 1-2" IV TV TV TV = 71' VERIFY TYPE HH - CAP = 8' CITY SL CITY SL 30 PL. 23' 2-4" DU. 0 DU. 12" SD B 12" SD CITY SL TYPETRAFFIC — — — — 8 PL. 10' 1-2" DU. RATED CI S PLACE COPPER CLAD GROUND ROD 11 TYPE 5/8"x8' DRIVEN TO A DEPTH OF NOT 5' 1 ' ® PL. 5' 2-4" DU. +4-2" 9+47 6 1" 2 VERIFY 128 27TH ST. N 9+40 TYPE 128 26TH ST. 9+359-- 129 25TH ST. 4 129 26TH ST. PL. 6' 1-2" DU. I I TYPE 40 9+32 I I 9+32 41 SS 50 9+34 DU. + 4 DU. HH - CAP = 40' VERIFY ©PL. – TYPE — —iL — — — — SS TRAFFIC RATED — — — --- 9+30 — — 7T,r7777777TT 7,T j7T,T SS771 PLACE COPPER --- 0 PL. 10' 1-2" DU. 5/8"x8' DRIVEN 42 9+23 13 © PL. 9' 2-4" DU. +5-2" DU. 2 LESS THAN ONE FOOT BELOW GRADE CAP 1-2" D TYPE 126 27TH ST. 21' VERIFY 127 26TH ST. 70 126 26TH ST. DU. CAP31-2" DU. 43 31 PL. 6' 1-2" 9+06 8 – 9+06 9 co TYPE R/W 127 25TH ST. TYPE HH - CAP = 17' VERIFY P 1– Q CAP 1-2 DU. 4 9+03 DU 44 J PLACE COPPER CLAD GROUND ROD --- — -- SS -- --f� I I -- -- 5/8"x8' DRIVEN LESS THAN ONE SS ® + DU. +2-2" SS + PL. 10' 1-2" DU. IIIIIIIIIIIIIIIIIIIII1111117TI;� c: i 1 FOOT BELOW GRADE SS + R/W491 R/W TYPE SS TYPE 124 27TH ST. 3 125 26TH ST. I = 8+94 124 26TH ST. 7 125 25TH ST. �— 8+83 0 8+83 31 ® PL. 1-2'x3' HH 458+82 90 PL. 22' 2-4" DU. +1-2" (n Z – CAP 1-2" DU.'1114444441111 TRAFFIC RATED N – 8+85 = — --- —�- 4 -- --- P+ — — SS — — — —i�� I — — — — 15' S -0 5/8"x8' DRIVEN TO A DEPTH OF NOT 7,T1777T/7� 17 W SS N FOOT BELOW GRADE mx�� 10 PL. 10' 2-4" DU. ® PL. 10' 1-2" DU. . 57,777777TT +69 123 26TH ST. TYPE 122 26TH ST. R/W 0 J HH - HH = 128' VERIFY 5 HH - CAP = 22' VERIFY 46 8+62-,° Q 123 25TH ST. PL. 8' 4-4" DU. 122 27TH ST. 6 PL. 6' 1-2" DU. + CAP 1 DU. 8+65 TYPE — HH – CAP = 8+60P- 8+57 3 12 8+60 DU. 18 8+57 4 i — --i� -- -- TYPE -- — — 2»DU. -- DU. SS __0 SS P TYPE V-17117WVW01111111111111111 I4 0 4CAP 1-2" DU. CAP 1-2 DU. 5 HH – CAP = r717� 48 CAP 1-2" DU. V V 120 27TH ST. PL. 15' 2-4" DU. 120 26TH ST. 0 121 25TH ST. CD TYPE 8 121 26TH ST. 0 (� 00 HH – HH = 54' VERIFY PL. 10' 1-2" DU. I 8+31 P 1– 49 SS '— --i� TYPE — -- SS SS -- —�— 14 — -- +2-2" SS HH – CAP = 7777 VERIFY -- I -- vs SS SS CAP 1-2"DU. 6 I I TYPE 2 CAP 1-2" DU. 0 118 27TH ST. g J (n 118 26TH ST. 8+ PL. 10' 1-2" 8+0911 119 25TH ST. 15 26TH ST. DU. +3-2" DU. TYPE 3 4 8+05 I 8+071 TYPE 8+10 0 HH - CAP = 68' VERIFY 51 8+ POLE 1249361E SS A 1-2" DU__ I� L ° DU. SS I — — 16 – — — +3-2" DU. TYPE 2" DU. SS I TYPE + SS SS VERIFY MATCH LINE STA. S+DD MATCH LINE STA. S+DD 40 PYPE 1-2" DU. SEE DWG. 8 SEED WG. 8 +2-2" DU. DATE REVISIONS DRAWING TO SCALE DO NOT REDUCE DURING REPRODUCTION at&t California 10 PL. 13' 4-4" DU. 565-8256 SCALE 1 "= 20' © PL. 10' 1-2" DU. SUBWAY INSPECTOR: W. SCOTT ®PL. 1-3'x5' HH T.G.M.: 918, H-1 ROUTINE DATE OFFICE FIELD PREPARED 05109117 CONTRACTOR : FORKERT ENGINEERING & SURVEYING, INC. 223 1 1 BROOKHURST ST, STE 203 77 4-963-679 BEACH, CA 92646 ,IN 9236 TYPE CHECKED APPROVED APPROVED LE( 1 9) ADDD 6A 9 DWG. 7 OF 7 O TYPE TRAFFIC RATED HH - CAP = 12' VERIFY PLACE COPPER CLAD GROUND ROD 20 PL. 37' 2-4" DU. 5/8"x8' DRIVEN TO A DEPTH OF NOT LESS THAN ONE FOOT BELOW GRADE TYPE PL. 6' 1-2" DU. HH - HH = 71' VERIFY TYPE HH - CAP = 8' VERIFY 30 PL. 23' 2-4" DU. +2-2" DU. PL. 1-2'x3' HH TYPETRAFFIC 8 PL. 10' 1-2" DU. RATED PLACE COPPER CLAD GROUND ROD TYPE 5/8"x8' DRIVEN TO A DEPTH OF NOT ® PL. 5' 2-4" DU. +4-2" DU. HH -CAP = 44' VERIFY LESS THAN ONE FOOT BELOW GRADE TYPE PL. 6' 1-2" DU. TYPE 50 PL. 6' 2-4" DU. +5-2" DU. HH - CAP = 40' VERIFY ©PL. 1-3'x5' HH TYPE TRAFFIC RATED PLACE COPPER CLAD GROUND ROD 0 PL. 10' 1-2" DU. 5/8"x8' DRIVEN TO A DEPTH OF NOT © PL. 9' 2-4" DU. +5-2" DU. TYPE LESS THAN ONE FOOT BELOW GRADE TYPE HH - CAP = 21' VERIFY 70 PL. 3' 2-4" DU. +4-2" DU. 31 PL. 6' 1-2" DU. �5 PL. 1-2'x3' HH TYPE TYPE HH - CAP = 17' VERIFY TRAFFIC RATED PLACE COPPER CLAD GROUND ROD © 5/8"x8' DRIVEN LESS THAN ONE TO A DEPTH OF NOT ® PL. 25' 2-4" DU. +2-2" DU. PL. 10' 1-2" DU. FOOT BELOW GRADE TYPE TYPE HH - CAP = 16' VERIFY PL. 6' 1-2" DU. ® PL. 1-2'x3' HH 90 PL. 22' 2-4" DU. +1-2" DU. TYPE TRAFFIC RATED TYPE PLACE COPPER CLAD GROUND ROD HH - CAP = 15' VERIFY 5/8"x8' DRIVEN TO A DEPTH OF NOT LESS THAN ONE FOOT BELOW GRADE 10 PL. 10' 2-4" DU. ® PL. 10' 1-2" DU. TYPE TYPE HH - HH = 128' VERIFY HH - CAP = 22' VERIFY O Lf) 11 PL. 8' 4-4" DU. 0 PL. 6' 1-2" DU. + TYPE TYPE — HH – CAP = 18' VERIFY 12 PL. 13' 2-4" DU. +2-2" DU. TYPE 1-2" DU. P TYPE HH – CAP = 43' VERIFY V V 13 PL. 15' 2-4" DU. TYPE 0 (� HH – HH = 54' VERIFY PL. 10' 1-2" DU. Q TYPE W 14 PL. 20' 2-4" DU. +2-2" DU. HH – CAP = 69' VERIFY Z TYPE J (n ® PL. 10' 1-2" DU. 15 PL. 6' 2-4" DU. +3-2" DU. TYPE I TYPE HH - CAP = 68' VERIFY I� PL. 6' 1-2" DU. Q 16 PL. 9' 2-4" DU. +3-2" DU. TYPE TYPE HH – CAP = 64' VERIFY 40 PYPE 1-2" DU. 17 PL. 20' 2-4" DU. +2-2" DU. TYPE HH – CAP = 21' VERIFY 18 PL. 5' 2-4" DU. +1-2" DU. 41 PL. 7' 1-2" DU. ` TYPE TYPE HH – CAP = 19' VERIFY 777777 © PL. 11' 1-2" DU. 19 PL. 9' 2-4" DU. TYPE TYPE HH – CAP = 37' VERIFY HH – HH = 75' VERIFY �0 PL. 22' 2-4" DU. +1-2" DU. 43 PL. 5' 1-2" DU. TYPE TYPE 777777, HH – CAP = 31' VERIFY 21 PL. 3' 2-4" DU. +2-2" DU. ® TYPE PL. 5' 1-2" DU. TYPE HH – CAP = 11' VERIFY © PL. 6' 2-4" DU. +3-2" DU. TYPE 45 PL. 11' 1-2" DU. TYPE 777777, HH –CAP = 20' VERIFY �3 PL. 10' 2-4" DU. +5-2" DU. TYPE 46 PL. 11' 1-2" DU. TYPE HH – CAP = 40' VERIFY ® PL. 3' 2-4" DU. +4-2" DU. TYPE 47 0 PL. 5' 1-2" DU. 777771 TYPE �5 PL. 6' 2-4" DU. +2-2" DU. HH – CAP = 39' VERIFY TYPE 48 PL. 11' 1-2" DU. TYPE i HH – CAP = 42' VERIFY 49 PL. 5' 1-2" DU. TYPE HH – CAP = 14' VERIFY PL. 5' 1-2" DU. TYPE HH – CAP = 11' VERIFY 777777 51 PL. 9' 1-2" DU. TYPE HH – CAP = 19' VERIFY 0 PL. 9' 1-2" DU. TYPE HH – CAP = 22' VERIFY 0 PL. 6' 1-2" DU. TYPE HH – CAP = 19' VERIFY COMMENCED 20 COMPLETED 20 RECONCILED U.G. DESIGN ENGINEER: E. FUJIMORI (714) 565-8256 SCALE 1 "= 20' NEWPORT BEACH EXCHANGE COSTA MESA C.O. AREA INSPECT AND ACQUIRE EXCHANGE ENGINEER: M. CARRASCO (951) 452-9483 SEG. 1418-7634 SUBWAY INSPECTOR: W. SCOTT (714) 669-2269 T.G.M.: 918, H-1 ROUTINE DATE OFFICE FIELD PREPARED 05109117 CONTRACTOR : FORKERT ENGINEERING & SURVEYING, INC. 223 1 1 BROOKHURST ST, STE 203 77 4-963-679 BEACH, CA 92646 ,IN 9236 MAP # : CHECKED APPROVED APPROVED LE( 1 9) ADDD 6A 9 DWG. 7 OF 7 O CONSTRUCTION NOTES SEE DWG. 1 SEE DWG. 7 MATCH LINE STA, S+DD 116 27TH ST. H15'H 117 26TH ST. SEE DWG. 7 MATCH LINE STA. S+DD 5 5 116 26TH ST. 9 _ I ----------------------.iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii: IW V iu `� •7+59 ► I� • i 1 I T7T7773T+q Y7'1 o W N - - - - - I 777777777/q � I SS milli o I 77777TI i M I 67 1 I � C14 �I I '0 4 \1 • r pOj U pOj U pOj U 8 7+50 0 zo 3 AP 1-2" DU. I I e • e Z I • 112 26TH ST. 112 27TH ST. O _ • 3 7+41 113 26TH ST. CD O O N O N N O I N L — — — 7+32 5 '9 CAP 1-2" DU. CAP 1-2" DU. L] 110 27TH ST. 5 J J I Q 7+05 110 26TH S 111 26TH ST. � I -- ss SS I -- -- — -- o7I o F- I 7+02 7%%%7 I r7TI77 77777%]777777 108 27TH ST. 6+93 c 2" DU. _ 8 6+86 z 6 6+89 109 26TH ST. 108 26TH ST. CAP 1 w N N 7 6+81 ED— — — — 2' — — — — sS Ss — )6 27TH ST. 9 0 (0 6+51 C/L 26 H ST. 4f 1-2" DU. 6+68 AP N 5 O 18 8 COD00 107 26TH ST. 98+23 C/ A EY + + 6+60 r Q j1� 00 21 I A�LLEY � I F I' o� I o � I +n Q Iv I U v Z O O I Ci -I Lu N NOTE: JT INDICATES JOINT TRENCH W/ POWER/ CATV DATE L/ L1 vi vL1 LS ty DIAL TOLL FREE 1-800-227-2600 a AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 0o Q o W N 4 U I � O milli o 1 i M I o f 1 I � C14 �I I '0 II• • • r pOj U pOj U pOj U 8 9 0 I F I' o� I o � I +n Q Iv I U v Z O O I Ci -I Lu N NOTE: JT INDICATES JOINT TRENCH W/ POWER/ CATV DATE L/ L1 vi vL1 LS ty DIAL TOLL FREE 1-800-227-2600 a AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 0o Q o W N 4 U I � O j7C4-� o N N M I o f 1 I � C14 '0 I I I I N G G G REVISIONS +25 me -OR .. 1 �—ice - • us ® r ► R1110 -m 117 25TH jTfl 7+77 — — SS SS —jI� I� 115 25TH ST. 7+56 / 13' CAP„7-2" DU. —� — — ss SS ~I 7771�- �+ 45 1-2" DU. 42 113 25TH ST. I U7 :�L /Z////// N SS SS 7+27 7+21 2 111 25TH ST. I 7+07 DU. 45 SS SS 77%%% �l SS o SS 7+01 CAP 1-2" DU. 47 6+92 109 25TH ST. + Y6+75 8 T SS I SS 1-2" D 6+50 C/L 25TH ST. cn 0 100+00 C/L ALL Y 107 25TH ST. O —O) O) — O— —G G OCEANFRONT DRAWING TO SCALE DO NOT REDUCE DURING REPRODUCTION ' NI �I`�!�I 4 I j7C4-� N N M I o f 1 I C14 '0 pOj U pOj U pOj U 8 9 0 zo z I e I e • e Z I • < O O w • 3 O W CD O —G G OCEANFRONT DRAWING TO SCALE DO NOT REDUCE DURING REPRODUCTION G G at&t California Q W W m R 10 PL. 47' 2-4" DU. +2-2" DU. PL. 10' 1-2" DU. 61 PL. 1-2'x3' HH TYPE TYPE TRAFFIC RATED HH - CAP = 22' VERIFY PLACE COPPER CLAD GROUND ROD 20 PL. 3' 2-4" DU. +4-2" DU. 5/8"x8' DRIVEN TO A DEPTH OF NOT TYPE D PL. 6' 1-2" DU. LESS THAN ONE FOOT BELOW GRADE HH - HH = 71' VERIFY TYPE HH - CAP = 18' VERIFY 30 PL. 9' 2-4" DU. +5-2" DU. ® PL. 1-2'x3' HH TYPE ® PL. 6' 1-2" DU. TRAFFIC RATED TYPE PLACE COPPER CLAD GROUND ROD HH - CAP = 15' VERIFY 5/8"x8' DRIVEN TO A DEPTH OF NOT ® PL. 10' 2-4" DU. +5-2" DU. LESS THAN ONE FOOT BELOW GRADE TYPE 5 PL. 10' 1-2" DU. TYPE 50 PL. 27' 2-4" DU. +3-2" DU. HH - CAP = 20' VERIFY O TYPE PL. 1-3'x5' HH TRAFFIC RATED © PL. 6' 1-2" DU. PLACE COPPER CLAD GROUND ROD © 5/8"x8' DRIVEN TO A DEPTH OF NOT PL. 17' 2-4" DU. +2-2" DU. TYPE TYPE HH - CAP = 16' VERIFY LESS THAN ONE FOOT BELOW GRADE 70 PL. 7' 2-4" DU. +1-2" DU. PL. 6' 1-2" DU. TYPE TYPE ®PL. 1-3'x5' HH HH -CAP = 42' VERIFY TRAFFIC RATED PLACE COPPER CLAD GROUND ROD 5/8"x8' DRIVEN TO A DEPTH OF NOT ® ® PL. 7' 1-2" DU. LESS THAN ONE FOOT BELOW GRADE PL. 38' 2-4" DU. TYPE TYPE HH - CAP = 60' VERIFY HH - HH = 105' VERIFY PL. 23' 2-4" DUPL. 7' 1-2" DU.. +2-2" DU. TYPE TYPE HH - CAP = 67' VERIFY 10 PL. 18' 2-4" DU. +1-2" DU. 40 PL. 11' 1-2" DU. TYPE TYPE HH - CAP = 53' VERIFY 11 PL. 11' 2-4" DU. TYPE 41 PL. 5' 1-2" DU. HH - HH = 98' VERIFY TYPE HH - CAP = 65' VERIFY 12 PL. 14' 2-4" DU. +1-2" DU. TYPE ® PL. 5' 1-2" DU. TYPE 13 PL. 7' 2-4" DU. +2-2" DU. HH - CAP = 26' VERIFY TYPE 43 PL. 11' 1-2" DU. TYPE 14 PL. 10' 2-4" DU. +3-2" DU. HH - CAP = 17' VERIFY TYPE ® PL. 11' 1-2" DU. 15 PL. 6' 2-4" DU. +2-2" DU. TYPE TYPE HH - CAP = 12' VERIFY 45 PL. 7' 1-2" DU. 16 PL. 29' 2-4" DU. TYPE TYPE HH - CAP = 19' VERIFY HH - HH = 84' VERIFY 17 PL. 37' 2-4" DU. +2-2" DU. 46 T 1-2" DU. YPE TYPE HH - CAP = 27' VERIFY 18 PL. 10' 2-4" DU. +1-2" DU. 47 PL. 7' 1-2" DU. TYPE TYPE HH - CAP = 25' VERIFY 19 PL. 11' 2-4" DU. +2-2" DU. 48 PL. 12' 1-2" DU. TYPE TYPE HH - HH = 75' VERIFY HH - CAP = 49' VERIFY �0 PL. 6' 4-4" DU. +3-2" DU. 49 PL. 4' 1-2" DU. TYPE TYPE HH - CAP = 41' VERIFY 21 PL. 7' 2-4" DU. +3-2" DU. TYPE 0 PL. 5' 1-2" DU. TYPE HH - CAP = 16' VERIFY © PL. 11' 2-4" DU. +2-2" DU. TYPE 51 PL. 5' 1-2" DU. TYPE HH - CAP = 7' VERIFY �3 PL. 17' 2-4" DU. +1-2" DU. TYPE © PL. 6' 1-2" DU. TYPE ® PL. 102' 2-4" DU. HH - CAP = 19' VERIFY TYPE HH - HH = 181' VERIFY 0 PL. 10' 1-2" DU. TYPE �5 PL. 4' 2-4" DU. +1-2" DU. HH - CAP = 34' VERIFY TYPE ® PL. 5' 1-2" DU. TYPE © PL. 34' 2-4" DU. +2-2" DU. HH - CAP = 46' VERIFY TYPE PL. 5' 1-2" DU. �7 PL. 6' 2-4" DU. +4-2" DU. TYPE TYPE HH - CAP = 42' VERIFY © PL. 5' 1-2" DU. ® PL. 12' 2-4" DU. +3-2" DU. TYPE TYPE HH - CAP = 39' VERIFY PL. 5' 1-2" DU. �9 PL. 27' 2-4" DU. +2-2" DU. TYPE TYPE HH - CAP = 11' VERIFY �0 PL. 14' 2-4" DU. +1-2" DU. ® PL. 5' 1-2" DU. TYPE TYPE HH - CAP = 23' VERIFY 31 PL. 65' 2-4" DU. 0 PL. 5' 1-2" DU. TYPE TYPE HH - HH = 162' VERIFY HH - CAP = 50' VERIFY PL. 5' 1-2" DU. TYPE HH - CAP = 64' VERIFY COMMENCED 20 COMPLETED 2n RECONCILED U.G. DESIGN ENGINEER: E. FUJIMORI (714) 565-8256 SCALE 1 "= 20' NEWPORT BEACH EXCHANGE COSTA MESA C, O. AREA EXCHANGE ENGINEER: M. CARRASCO (951) 452-9483 SEG. 1418-7634 INSPECT AND ACQUIRE SUBWAY INSPECTOR: W. SCOTT (714) 669-2269 T.G.M.: 918, H-1 ROUTINE DATE OFFICE FIELD PREPARED 05109117 CONTRACTOR : MAP # : CHECKED FORKERT ENGINEERING & SURVEYING, INC. APPROVED 223 1 1 BROOKHURST ST, STE 203 APPROVED 7 4-963-67g BEACH, CA 92646 7 L E(1 9) ADDD 6A 9 ,IN 9236 DWG. 8 DF 7 O NI Lo I N N M I o f 1 I C14 '0 pOj U pOj U pOj U 8 9 0 zo z I I Q Ow Z I U < O O w z 3 O W CD O O N O N N O I N L — — — G G at&t California Q W W m R 10 PL. 47' 2-4" DU. +2-2" DU. PL. 10' 1-2" DU. 61 PL. 1-2'x3' HH TYPE TYPE TRAFFIC RATED HH - CAP = 22' VERIFY PLACE COPPER CLAD GROUND ROD 20 PL. 3' 2-4" DU. +4-2" DU. 5/8"x8' DRIVEN TO A DEPTH OF NOT TYPE D PL. 6' 1-2" DU. LESS THAN ONE FOOT BELOW GRADE HH - HH = 71' VERIFY TYPE HH - CAP = 18' VERIFY 30 PL. 9' 2-4" DU. +5-2" DU. ® PL. 1-2'x3' HH TYPE ® PL. 6' 1-2" DU. TRAFFIC RATED TYPE PLACE COPPER CLAD GROUND ROD HH - CAP = 15' VERIFY 5/8"x8' DRIVEN TO A DEPTH OF NOT ® PL. 10' 2-4" DU. +5-2" DU. LESS THAN ONE FOOT BELOW GRADE TYPE 5 PL. 10' 1-2" DU. TYPE 50 PL. 27' 2-4" DU. +3-2" DU. HH - CAP = 20' VERIFY O TYPE PL. 1-3'x5' HH TRAFFIC RATED © PL. 6' 1-2" DU. PLACE COPPER CLAD GROUND ROD © 5/8"x8' DRIVEN TO A DEPTH OF NOT PL. 17' 2-4" DU. +2-2" DU. TYPE TYPE HH - CAP = 16' VERIFY LESS THAN ONE FOOT BELOW GRADE 70 PL. 7' 2-4" DU. +1-2" DU. PL. 6' 1-2" DU. TYPE TYPE ®PL. 1-3'x5' HH HH -CAP = 42' VERIFY TRAFFIC RATED PLACE COPPER CLAD GROUND ROD 5/8"x8' DRIVEN TO A DEPTH OF NOT ® ® PL. 7' 1-2" DU. LESS THAN ONE FOOT BELOW GRADE PL. 38' 2-4" DU. TYPE TYPE HH - CAP = 60' VERIFY HH - HH = 105' VERIFY PL. 23' 2-4" DUPL. 7' 1-2" DU.. +2-2" DU. TYPE TYPE HH - CAP = 67' VERIFY 10 PL. 18' 2-4" DU. +1-2" DU. 40 PL. 11' 1-2" DU. TYPE TYPE HH - CAP = 53' VERIFY 11 PL. 11' 2-4" DU. TYPE 41 PL. 5' 1-2" DU. HH - HH = 98' VERIFY TYPE HH - CAP = 65' VERIFY 12 PL. 14' 2-4" DU. +1-2" DU. TYPE ® PL. 5' 1-2" DU. TYPE 13 PL. 7' 2-4" DU. +2-2" DU. HH - CAP = 26' VERIFY TYPE 43 PL. 11' 1-2" DU. TYPE 14 PL. 10' 2-4" DU. +3-2" DU. HH - CAP = 17' VERIFY TYPE ® PL. 11' 1-2" DU. 15 PL. 6' 2-4" DU. +2-2" DU. TYPE TYPE HH - CAP = 12' VERIFY 45 PL. 7' 1-2" DU. 16 PL. 29' 2-4" DU. TYPE TYPE HH - CAP = 19' VERIFY HH - HH = 84' VERIFY 17 PL. 37' 2-4" DU. +2-2" DU. 46 T 1-2" DU. YPE TYPE HH - CAP = 27' VERIFY 18 PL. 10' 2-4" DU. +1-2" DU. 47 PL. 7' 1-2" DU. TYPE TYPE HH - CAP = 25' VERIFY 19 PL. 11' 2-4" DU. +2-2" DU. 48 PL. 12' 1-2" DU. TYPE TYPE HH - HH = 75' VERIFY HH - CAP = 49' VERIFY �0 PL. 6' 4-4" DU. +3-2" DU. 49 PL. 4' 1-2" DU. TYPE TYPE HH - CAP = 41' VERIFY 21 PL. 7' 2-4" DU. +3-2" DU. TYPE 0 PL. 5' 1-2" DU. TYPE HH - CAP = 16' VERIFY © PL. 11' 2-4" DU. +2-2" DU. TYPE 51 PL. 5' 1-2" DU. TYPE HH - CAP = 7' VERIFY �3 PL. 17' 2-4" DU. +1-2" DU. TYPE © PL. 6' 1-2" DU. TYPE ® PL. 102' 2-4" DU. HH - CAP = 19' VERIFY TYPE HH - HH = 181' VERIFY 0 PL. 10' 1-2" DU. TYPE �5 PL. 4' 2-4" DU. +1-2" DU. HH - CAP = 34' VERIFY TYPE ® PL. 5' 1-2" DU. TYPE © PL. 34' 2-4" DU. +2-2" DU. HH - CAP = 46' VERIFY TYPE PL. 5' 1-2" DU. �7 PL. 6' 2-4" DU. +4-2" DU. TYPE TYPE HH - CAP = 42' VERIFY © PL. 5' 1-2" DU. ® PL. 12' 2-4" DU. +3-2" DU. TYPE TYPE HH - CAP = 39' VERIFY PL. 5' 1-2" DU. �9 PL. 27' 2-4" DU. +2-2" DU. TYPE TYPE HH - CAP = 11' VERIFY �0 PL. 14' 2-4" DU. +1-2" DU. ® PL. 5' 1-2" DU. TYPE TYPE HH - CAP = 23' VERIFY 31 PL. 65' 2-4" DU. 0 PL. 5' 1-2" DU. TYPE TYPE HH - HH = 162' VERIFY HH - CAP = 50' VERIFY PL. 5' 1-2" DU. TYPE HH - CAP = 64' VERIFY COMMENCED 20 COMPLETED 2n RECONCILED U.G. DESIGN ENGINEER: E. FUJIMORI (714) 565-8256 SCALE 1 "= 20' NEWPORT BEACH EXCHANGE COSTA MESA C, O. AREA EXCHANGE ENGINEER: M. CARRASCO (951) 452-9483 SEG. 1418-7634 INSPECT AND ACQUIRE SUBWAY INSPECTOR: W. SCOTT (714) 669-2269 T.G.M.: 918, H-1 ROUTINE DATE OFFICE FIELD PREPARED 05109117 CONTRACTOR : MAP # : CHECKED FORKERT ENGINEERING & SURVEYING, INC. APPROVED 223 1 1 BROOKHURST ST, STE 203 APPROVED 7 4-963-67g BEACH, CA 92646 7 L E(1 9) ADDD 6A 9 ,IN 9236 DWG. 8 DF 7 O CONSTRUCTION NOTES SEE DWG. 1 DATE TT IAL TOLL FREE 800-227-2600 LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA EI W W LO MATCH LINE STA. 7+50 SEE DWG. 10 REVISIONS SEE DWG. 7 D DRAWING TO SCALE DO NOT REDUCE DURING REPRODUCTION MAI onn of Xin 8" iABgND,� \ O PL. 13' 4-4" COMMENCED 20 COMPLETED 2n RECONCILED DU. PL. 4' 1-2" DU. 17 0 PL. 4' 1-2" DU. TYPE DPL. 1-3'x5' HH TYPE TYPE PREPARED 05109117 HH - CAP = 5' VERIFY 18 PL. 23' 2-4" DU. TYPE PL. 12' 1-2" DU. TRAFFIC RATED TYPE HH - HH = 60' VERIFY HH - CAP = 19' VERIFY PL. 10' 2-4" PLACE COPPER CLAD GROUND ROD 41 PL. 14' 2-4" DU. DU. TYPE TYPE 5/8"x8' DRIVEN TO A DEPTH OF NOT HH - CAP = TYPE 6 PL. 12' 1-2" DU. LESS THAN ONE FOOT BELOW GRADE HH - HH = 29' VERIFY TYPE HH - CAP = 27' VERIFY PL. 4' 2-4" DU. +2-2" DU. © PL. 1-2'x3' HH TYPE PL. 4' 1-2" DU. TRAFFIC RATED TYPE PLACE COPPER CLAD GROUND ROD ® PL. 11' 2-4" DU. +4-2" DU. HH - CAP = 15' VERIFY 5/8"x8' DRIVEN TO A DEPTH OF NOT LESS THAN ONE FOOT BELOW GRADE TYPE 8 PL. 12' 1-2" DU. TYPE O PL. 28' 2-4" DU. +4-2" DU. HH - CAP = 23' VERIFY PL. 1-2'x3' HH TYPE TRAFFIC RATED 0 PL. 4' 1-2" DU. PLACE COPPER CLAD GROUND ROD © PL. 4' 2-4" DU. +2-2" DU. TYPE 5/8"x8' DRIVEN TO A DEPTH OF NOT HH 32' VERIFY LESS THAN ONE FOOT BELOW GRADE TYPE -CAP = O PL. 22' 2-4" DU. +1-2" DU. 0 PL. 12' 1-2" DU. TYPE TYPE ® PL. 1-2'x3' HH HH - CAP = 40' VERIFY TRAFFIC RATED PLACE COPPER CLAD GROUND ROD 31 PL. 12' 1-2" DU. 5/8"x8' DRIVEN TO A DEPTH OF NOT ® PL. 25' 2-4" DU. LESS THAN ONE FOOT BELOW GRADE TYPE TYPE HH - CAP = 44' VERIFY HH - HH = 132' VERIFY PL. 4' 1-2" DU. 0 PL. 1-2'x3' HH O PL. 5' 2-4" DU. +1-2" DU. TYPE TRAFFIC RATED TYPEPLACE COPPER CLAD GROUND ROD HH - CAP = 58' VERIFY 5/8"x8' DRIVEN TO A DEPTH OF NOT LESS THAN ONE FOOT BELOW GRADE 10 PL. 4' 2-4" DU. +2-2" DU. PL. 12' 1-2" DU. TYPE TYPEHH - CAP = 64' VERIFY 11 PL. 22' 2-4" DU. +3-2" DU. TYPE 4 0 PL. 4' 1-2" DU. TYPE HH - CAP = 51' VERIFY 12 PL. 5' 2-4" DU. +4-2" DU. TYPE 0 PL. 12' 1-2" DU. TYPE HH - CAP = 56' VERIFY 13 PL. 18' 2-4" DU. +5-2" DU. TYPE © PL. 9' 1-2" DU. TYPE 14 PL. 32' 2-4" DU. HH - CAP = 31' VERIFY TYPE 0 PL. 9' 1-2" DU. 15 PL. 6' 4-4" DU. TYPE TYPE HH - CAP = 26' VERIFY ® PL. 12' 1-2" DU. 16 PL. 18' 2-4" DU. +2-2" DU. TYPE TYPE HH - CAP = 13' VERIFY DO PL. 8' 2-4" DU. +4-2" DU. ® PL. 12' 1-2" DU TYPE TYPE 110 HH - CAP = 30' VERIFY F0�21 PL. 25' 2-4" DU. +3-2" DU. 123 125 23RD ST. 43 PL. 4' 1-2" DU. 01 TYPE TYPE HH - CAP = 30' VERIFY © PL. 23' 2-4" DU. +1-2" DU. TYPE ® PL. 12' 1-2" DU. \ TYPE HH - CAP = 22' VERIFY TYPE 75 HH - HH = 127' VERIFY 45 PL. 4' 1-2" DU. TYPE D1 � ® PL. 16' 2-4" DU. +1-2" DU. HH - CAP = 14' VERIFY 1-2° DU. Y" TYPE 119 23RD ST. 46 PL. 12' 1-2" DU. TYPE HH - CAP = 20' VERIFY MATCH LINE STA. 8+25 SEE DWG. 7D California 47 PL. 12' 1-2" DU. TYPE HH - CAP = 45' VERIFY 48 PL. 4' 1-2" DU. TYPE HH - CAP = 37' VERIFY 49 PL. 12' 1-2" DU. TYPE HH - CAP = 69' VERIFY 0 PL. 12' 1-2" DU. TYPE HH - CAP = 70' VERIFY NOTE: JT INDICATES JOINT TRENCH W/ POWER/ CATV COMMENCED 20 COMPLETED 2n RECONCILED 0 PL. 4' 1-2" DU. 17 PL. 8' 2-4" DU. +1-2" DU. SEG. 1418-7634 TYPE (714) 669-2269 TYPE ROUTINE DATE OFFICE FIELD PREPARED 05109117 HH - CAP = 5' VERIFY 18 PL. 23' 2-4" DU. 40 PL. 12' 1-2" DU. TYPE TYPE HH - HH = 60' VERIFY HH - CAP = 13' VERIFY 19 PL. 10' 2-4" DU. +2-2" DU. 41 PL. 4' 1-2" DU. TYPE TYPE HH - CAP = 41' VERIFY DO PL. 8' 2-4" DU. +4-2" DU. ® PL. 12' 1-2" DU TYPE TYPE 110 HH - CAP = 30' VERIFY F0�21 PL. 25' 2-4" DU. +3-2" DU. 123 125 23RD ST. 43 PL. 4' 1-2" DU. 01 TYPE TYPE HH - CAP = 30' VERIFY © PL. 23' 2-4" DU. +1-2" DU. TYPE ® PL. 12' 1-2" DU. \ TYPE HH - CAP = 22' VERIFY TYPE 75 HH - HH = 127' VERIFY 45 PL. 4' 1-2" DU. TYPE D1 � ® PL. 16' 2-4" DU. +1-2" DU. HH - CAP = 14' VERIFY 1-2° DU. Y" TYPE 119 23RD ST. 46 PL. 12' 1-2" DU. TYPE HH - CAP = 20' VERIFY MATCH LINE STA. 8+25 SEE DWG. 7D California 47 PL. 12' 1-2" DU. TYPE HH - CAP = 45' VERIFY 48 PL. 4' 1-2" DU. TYPE HH - CAP = 37' VERIFY 49 PL. 12' 1-2" DU. TYPE HH - CAP = 69' VERIFY 0 PL. 12' 1-2" DU. TYPE HH - CAP = 70' VERIFY NOTE: JT INDICATES JOINT TRENCH W/ POWER/ CATV COMMENCED 20 COMPLETED 2n RECONCILED U.G. DESIGN ENGINEER: E. FUJIMORI (714) 565-8256 SCALE 1 "= 20' NEWPORT BEACH EXCHANG COSTA MESA C.O. AREA INSPECT AND ACQUIRE EXCHANGE ENGINEER: M. CARRASCO (951) 452-9483 SEG. 1418-7634 SUBWAY INSPECTOR: W. SCOTT (714) 669-2269 T.G.M.: 918, H-1 ROUTINE DATE OFFICE FIELD PREPARED 05109117 CONTRACTOR : FORKERT ENGINEERING & SURVEYING, INC. 223 1 1 BROOKHURST ST, STE 203 7 7 4-963-679 BEACH, CA 92646 ,IN 9236 MAP # : CHECKED APPROVED APPROVED L E( 1 9) ADDD 6A 9 DWG. 9 OF 713 CONSTRUCTION NOTES PL. 15' 2-4" DU. L. TYPE 1' 1-2" DU. 17 PL. 4' 2-4" DU. +2-2" DU. TYPE © PL. 4' 1-2" DU. HH — HH — HH = 162' VERIFY DU. +1-2" DU. TYPE PL. 4' 1-2" DU. DU. TYPE TYPE TYPE HH — CAP = 26' VERIFY 13 10 PL. 22' 2-4" DU. DU. +1-2" DU. © PL. 12' 1-2" DU. TYPE 49 PL. 1-2'x3' HH SEE DWG. 1 7 PL. 4' 1-2" DU. HH — HH — HH = 137' VERIFY VERIFY TYPE CAP = TYPE 14 PL. 15' 4-4" DU. +4-2" DU. TYPE HH — CAP = TRAFFIC RATED TYPE 45 PL. 11' 1-2" DU. HH — HH = 70' VERIFY ® PL. 11' 1-2" DU. 15 PL. 6' 2-4" HH - CAP = 27' VERIFY PLACE COPPER CLAD GROUND ROD HH — CAP = 44' TYPE �3 PL. 4' 2-4" DU. HH — CAP = 14' VERIFY 20 PL. 3' 2-4" TYPE DU. PL. 4' DU. DU. 16 PL. 21' 2-4" DU. I TO A DEPTHVEN NOT +3-2" DU. TYPE TYPE ® HH — CAP = 24' VERIFY +2-2" DU. HH — +2-2" 35' VERIFY TYPE LESSxTTHAN ONE FOOT BELOW 0 47 PL. 4' 1-2" TYPE �5 PL. 7' 2-4" DU. PL. 4' 1-2" DU. TYPE HH — CAP = 32' VERIFY TYPE 48 PL. 4' 1-2" TYPE TYPE SEE DWG. 9 HH — CAP = 12' VERIFY HH - CAP = 17' VERIFY MATCH LINE STA. S+DD SEE DWG. 9 O PL. 13' 2-4" DU. +4-2" DU. PL. 1-2'x3' HH MATCH LINE STA. 8+25 TYPE® PL. 12' 1-2" DU. TRAFFIC RATED PLACE COPPER CLAD GROUND ROD -----�-�\ PL. 8' 2-4" DU. +2-2" DU. TYPE HH — CAP = 25' VERIFY 5/8"x8' DRIVEN TO A DEPTH OF NOT LESS THAN ONE FOOT BELOW GRADE ---r-r-r-r-r-r-r cn TYPE �9 PL. 4' 1-2" DU. 114 24TH ST. 115 23RD ST. PL. 62' 2-4" DU. TYPE HH — CAP = 11' VERIFY 51 PL. 1-3'x5' HH TYPE \ I SS S 7+97 31 1 7+7 HH — HH = 84' VERIFY 0 TRAFFIC RATED PLACE COPPER CLAD GROUND ROD S pUi-r CA 2 1-2" DU. PL. 12' 1-2" DU. 5/8"x8' DRIVEN TO A DEPTH OF NOT SEE DWG. 9 I -------------------- rrrrrrrrrrrrrrrrrrrr---r-r----CAP i--2" �rr� ririrr�r irir�iri it © PL. 31' 2-4" DU. +1-2" DU. TYPE LESS THAN ONE FOOT BELOW GRADE LINE STA. 7+5D 7+96 L3MATCH 7+94 — — — TYPE HH —CAP = 19' VERIFY SS S ---rrrr--rrrrrrrrrrrrrrrrrrrr- ----rrrr-r-r----rrrr--rrrr --- 7 7+90 31 R W `. I� 3 I 8 70 PL. 5' 2-4" DU. +3-2" DU. TYPE L. 2 1-2" DU. © PL. 1-2'x3' HH 112 25TH ST. 5 3 113 24TH ST. I CAP31-2" DU. � 3 7+82 TYPE TRAFFIC RATED 1 13' Ix 13'IL 7+79 0 HH —CAP = 24' VERIFY PLACE COPPER CLAD GROUND ROD 7+31 6 x 5/8"x8' DRIVEN TO A DEPTH OF NOT ,,,,,,,,,,,, ,,,,,,,,,,,,,, rrrrrrrrrrCJ�rPirrliir�irrAsi�rrrrrrrrrrrrrrrrrrr 7+72 9 I ® © PL. 4' 1-2" DU. LESS THAN ONE FOOT BELOW GRADE — ---- -- — -- - --� -- -- I I 10923RD ST. PL. 7' 2-4" TYPE DU. +4-2" DU. TYPE -G-- --� rrrrrrrrrrrrr rrrrrrrrrrrrrrrrrrrrrr r 7+28 7�8 8 S --rrrr-rrrrrrrrrrrrrrrrrr rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr 7+69 w HH — CAP = 16' VERIFY CAP 1-2" DU. 1 rrrr 3 rr rr rrr rr rrr r rvrrrr ---r-r-r--r-r- \ SS� I 4 CAP 1-2" DU. J 3 J PL. 1-3'x5' HH 110 25TH ST. ~I I `. 110 24TH ST. 10 `. 3 '� I Q O PL. 17' 2-4" DU. +3-2" DU. PL. 12' 1-2" DU. TRAFFIC RATED w I) 111 24TH ST. I N I PLACEER DA DORFONOT �8C 8'CDRV 49 7+13 _ 1' TYPE HH CAP = 19' VERIFY EN TO DEPTH LESS THAN ONE FOOT BELOW GRADE PULL '+J1+zju10r- -rrrr 7+48 10 ,-rrrrrrrrrrrrrrrrrrrrrrrrrrrrrr r�1rrL —-- -- — -- -- -- -- -- PL. 25' 2-4" DU. +2-2" DU. 7+02 SS S WTI 1 3CAP1-2" TYPETYPE HH — CAP = 38' VERIFY DU.I ICAP 1-2" DU. 0 W I• 107 23RD ST.11 PL. 63' 2-4" DU. o . R/W I TYPE PL. 4' 1-2" DU. J6+80 I HH — HH = 112' VERIFY PE Q ^ I I HHCAP = 62' VERIFY NOTE: JT INDICATES JOINT TRENCH W/ POWER/ CATV DATE I REVISIONS 6/28/19 1 REVISED ALIGNMENT, CALLOUT (FES) vtS LS ZS o DIAL TOLL FREE 1-800-227-2600 a AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DRAWING TO SCALE DO NOT REDUCE DURING REPRODUCTION y at & -t California 12 PL. 15' 2-4" DU. L. TYPE 1' 1-2" DU. 17 PL. 4' 2-4" DU. +2-2" DU. TYPE © PL. 4' 1-2" DU. HH — HH — HH = 162' VERIFY DU. +1-2" DU. TYPE PL. 4' 1-2" DU. DU. TYPE TYPE TYPE HH — CAP = 26' VERIFY 13 PL. 22' 2-4" DU. +1-2" DU. 49' VERIFY 19 PL. 47' 2-4" DU. ® TYPE 1-2" DU. 7 PL. 4' 1-2" DU. HH — HH — HH = 137' VERIFY VERIFY TYPE CAP = 52' VERIFY 14 PL. 15' 4-4" DU. +4-2" DU. HH — CAP = 6' VERIFY TYPE 45 PL. 11' 1-2" DU. HH — HH = 70' VERIFY ® PL. 11' 1-2" DU. 15 PL. 6' 2-4" DU. +4-2" DU. TYPE HH — CAP = 44' TYPE �3 PL. 4' 2-4" DU. HH — CAP = 14' VERIFY TYPE PL. 4' 1-2" DU. 16 PL. 21' 2-4" DU. DU. +3-2" DU. TYPE TYPE ® HH — CAP = 24' VERIFY DO PL. 42' 2-4" DU. +1-2" DU. 43 PL. 4' 1-2" DU. TYPE 40 L. TYPE 1' 1-2" DU. 17 PL. 4' 2-4" DU. +2-2" DU. TYPE HH — CAP = HH — CAP = 53' VERIFY 18 PL. 3' 2-4" DU. +1-2" DU. 41 PL. 4' 1-2" DU. DU. TYPE TYPE TYPE HH — CAP = 49' VERIFY 19 PL. 47' 2-4" DU. ® PL. 4' 1-2" DU. TYPE TYPE HH — HH — HH = 137' VERIFY VERIFY HH — CAP = 52' VERIFY DO PL. 42' 2-4" DU. +1-2" DU. 43 PL. 4' 1-2" DU. COMMENCED 20 COMPLETED 20 RECONCILED U.G. DESIGN ENGINEER: E. FUJIMORI (714) 565-8256 EXCHANGE ENGINEER: M. CARRASCO (951) 452-9483 SUBWAY INSPECTOR: W. SCOTT (714) 669-2269 CONTRACTOR : FORKERT ENGINEERING & SURVEYING, INC. 223 1 1 BROOKHURST ST, STE 203 HLINTIN13TON BEACH, CA 92646 7 1 4-963-6793 JN 9236 SCALE 1 "= 20' NEWPORT BEACH EXCHANGE COSTA MESA C.O. AREA SEG. : 1418-7634 INSPECT AND ACQUIRE ROUTINE DATE OFFICE FIELD T.G.M.: 918, H-1 PREPARED 05/09/17 MAP # : CHECKED APPROVED APPROVED LEU 9) ADDD6A9 DWG. 1 D OF 1 D TYPE TYPE HH — CAP = 45' VERIFY 21 PL. 34' 2-4" DU. +1-2" DU. ® PL. 3' 1-2" DU. TYPE TYPE HH — CAP = 3' VERIFY © PL. 5' 2-4" DU. TYPE 45 PL. 11' 1-2" DU. HH — HH = 70' VERIFY TYPE HH — CAP = 44' VERIFY �3 PL. 4' 2-4" DU. +1-2" DU. TYPE 46 PL. 4' 1-2" DU. TYPE ® PL. 28' 2-4" DU. +2-2" DU. HH — CAP = 35' VERIFY TYPE 0 47 PL. 4' 1-2" DU. �5 PL. 7' 2-4" DU. +1-2" DU. TYPE HH — CAP = 32' VERIFY TYPE 48 PL. 4' 1-2" DU. TYPE HH — CAP = 12' VERIFY COMMENCED 20 COMPLETED 20 RECONCILED U.G. DESIGN ENGINEER: E. FUJIMORI (714) 565-8256 EXCHANGE ENGINEER: M. CARRASCO (951) 452-9483 SUBWAY INSPECTOR: W. SCOTT (714) 669-2269 CONTRACTOR : FORKERT ENGINEERING & SURVEYING, INC. 223 1 1 BROOKHURST ST, STE 203 HLINTIN13TON BEACH, CA 92646 7 1 4-963-6793 JN 9236 SCALE 1 "= 20' NEWPORT BEACH EXCHANGE COSTA MESA C.O. AREA SEG. : 1418-7634 INSPECT AND ACQUIRE ROUTINE DATE OFFICE FIELD T.G.M.: 918, H-1 PREPARED 05/09/17 MAP # : CHECKED APPROVED APPROVED LEU 9) ADDD6A9 DWG. 1 D OF 1 D DATE: 4/14/17 REVISIONS: DESCRIPTION: DISTRICT 111 FORCED RELOCATION TIME WARNER CABLE LOCATION.- 23RD TO 31 ST ALLEYS SYSTEM/CITY.• ZONE 8 NEWPORT BEACH DESIGNED BY.- CCI DATE: 4/14/17 # OF UNITS: NA THOMAS GUIDE#: PROJECT#: D I D# 1415572 SHEET: 2 OF MAP NO: 6579-1684 TRACT#/DESCRIPTION.• DISTR CT 1 1 1 FORCED SCALE: NTS RELOCATION VAULT TO BE PLACED IR DISTRIC- REVISIONS: DATE: DESCRIPTION: 4/14/17 DISTRICT 111 FORCED RELOCATION TIME WARNER -ABLE LOCATION: 23RD TO 31 ST ALLEYS SYSTEM/CITY.• ZONE 8 NEWPORT BEACH DESIGNED BY. CCI DATE: 4/14/17 # OF UNITS: NA PROJECT#: D I D# 1415572 MAP NO: 6579 -1 684 SCALE: N T S THOMAS GUIDE#: 3 of 1 1 TRACT#/DESCRIPTION.• D STR CT 1 1 1 FORCED RELOCATION EXISTING 1ATCH TO DISTRICT #111 EXPRESS REVISIONS: DESCRIPTION: DISTRICT 111 FORCED RELOCATION TIME WARNER CABLE LOCATION: BY. SYSTEM/CITY.- r\ r" i DESIGNED BY.• 23RD TO 31 ST ALLEYS ZONE 8 NEWPORT BEACH CCI DATE: 4/14/17 # OF UNITS: NA PROJECT#: D I D# 1415572 MAP NO: 6582-1680 SCALE: NTS THOMAS GUIDE#: SHEET: 4 OF 1 1 TRACT#/DESCRIPTION. DISTRICT 1 1 1 FORCED RELOCATION MATCH TO DISTRICT MATCH TO DISTF MATCH TO C_` -SII SH -2 REVISIONS: DA TE: I DESCRIPTION DISTRICT 111 FORCED RELOCATION TIME WARNER CABLE LOCATION: 23RD TO 31 ST ALLEYS BY. SYSTEM/CITY.- ZONE 8 NEWPORT BEACH DESIGNED BY. O O I # OF UNITS: NA PROJECT#: D I D# 1415572 MAP NO: 6582-1680 SCALE: NTS DATE: THOMAS GUIDE#: 4/14/17 SHEET: 5 OF 1 1 TRACT#/DESCRIPTION. DISTRICT 1 1 1 FORCED RELOCATION MATCH TO DISTRICT #111 S� VATCH TO DISTRICT #111 SH.` BATCH TO DISTRICT MATCH TO DISTRICT #111 SH -5 TCH TO DISTRICT #111 SH.8 /P^> TIME WARNER C A B LE REVISIONS: DATE: DESCRIPTION: 4/14/17 DISTRICT 111 FORCED RELOCATION LOCATION: BY, I SYSTEM/CITY.- DESIGNED BY.• X�' 23RD TO 31 ST ALLEYS ZONE 8 NEWPORT BEACH CCI DATE: 4/14/17 # OF UNITS: NA PROJECT#: D I D# 1415572 MAP NO; 6582-1680 SCALE: N T S THOMAS GUIDE#: SHEET: 6 OF 1 1 TRACT#/DESCRIPTION.• D STR CT 1 1 1 FORCED RELOCAT ON P✓IATC Ti M E WARNER -ABLE REVISIONS: LOCATION 23RD TO 31 ST ALLEYS DATE: DESCRIPTION- BY. SYSTEM/CITY.• ZONE 8 NEWPORT BEACH 4/14/17 DISTRICT 1 1 1 FORCED RELOCATION CCI DESIGNED BY. CCI DATE: 4/14/17 # OF UNITS: NA THOMAS GUIDE#: PROJECT#: D I D 1415572 SHEET: 7 OF 1 1 MAP NO: 6582-1680 TRACT#/DESCRIPTION.• D STR CT 1 1 1 FORCED SCALE: NTS RELOCATION MATCH TO Ti I _ #111 SH -6 ZZ MATCH TO DISTRICT = I I SH- TO DISTRICT #111 (;01\� I HO(; I I O \1\1 O � TIME WARNER CABLE REVI,S,IONS. LOCATION.• DATE: DESCRIPTION: BY. SYSTEM/CITY. /14/17 DISTRICT 1 1 1 FORCED RELOCATION CCI DESIGNED BY.• x 23RD TO 31 ST ALLEYS ZONE 8 NEWPORT BEACH CCI DATE: 4/14/17 # OF UNITS: NA PROJECT#: D I D# 1415572 MAP NO; 6582-1680 SCALE: NTS THOMAS GUIDE#: SHEET: 8 OF 1 1 TRACT#/DESCRIPTION.• DISTRICT 1 1 1 FORCED RELOCATION x #1 i I s H - 8 DtSTRtCT #111 SH -1 0 TIME WARNER CABLE tir REVISIONS: LOCATION. • 23RD TO 31 ST ALLEYS DATE: DESCRIPTION: BY. SYSTEM/CITY.• ZONE 8 NEWPORT BEACH 4/14/17 DISTRICT 1 1 1 FORCED RELOCATION CCI DESIGNED BY.- CCI DATE: 4/14/17 1 # OF UNITS: NA THOMAS GUIDE#: PROJECT#: D I D# 1415572 SHEET: 9 OF 1 1 MAP NO: 6582-1680 TRACT#/DESCRIPTION.• DISTR CT 1 1 1 FORCED SCALE: NTS RELOCATION MATCH TO DISTRICT MATCH TO DISTRtCT #111 SH -8 �n�TIME WARNER REVISIONS: DATE: DESCRIPTION 4/14/17 DISTRICT 111 FORCED RELOCATION S A B L E A"" LOCATION: 23RD TO 31 ST ALLEYS BY SYSTEM/CITY.- ZONE 8 NEWPORT BEACH COI DESIGNED BY. O O I DATE: 4/14/17 # OF UNITS: NA THOMAS GUIDE#: PROJECT#: D I D# 1415572 SHEET: 10 OF 1 1 MAP N0: TRACT#/DESCRIPTION.• 6582-1680 D STR CT 1 1 1 FORCED SCALE: NTS R E L O C AT O N TRtCT #111 SH -10 �n�TIME WARNER S A B L E A"" REVISIONS: LOCATION 23RD TO 31 ST ALLEYS DATE: DESCRIPTION: BY. SYSTEM/CITY.- ZONE 8 NEWPORT BEACH 4/14/17 DISTRICT 1 1 1 FORCED RELOCATION CCI DESIGNED BY. CCI DATE: 4/14/17 # OF UNITS: NA PROJECT#: D I D# 1415572 MAP NO: 6582-1680 SCALE: N T S THOMAS GUIDE#: SHEET: 11 OF 1 1 TRACT#/DESCRIPTION.• D STR CT 1 1 1 FORCED RELOCAT ON ,O m ti 0 1 LIDO PgRk DR OCEANFRONT �A LIDO S� Op 5 S 23RD ST 41 22ND ST � 1 N c__> �0 PACIFIC OCEAN MSF VICINITY MAP BALBOA 8L VD COURT sT NTS GROUND CONNECTION INSTALLATION IN A PVC VENT SEE UGS AC 760.1 SEE DUG TO 100.4 FOR VENT PIPE REPLACEMENT VENT CAP M/C 655-00977 NUT WASHER PENTA-HEAD BOLT CUTAWAY O � 0 0 T #6 Bc-y O 0 m O 0 INSIDE OUTSIDE (D \\ 0 0 m 1 BOLT 1/2" PENTA HEAD M/C 099-69700 2 WASHERS 1/2' M/C 107-00326 2 NUTS 1/2" M/C 095-20404 #6 BC CONNECT TO VAULT GROUND ii-.__ 0-.00 0.00 STRUCTURE GRD. WIRE GROUND ROD R•SI• BC CONNECT VAULT GROUND TO ASSIST IN UNDERGROUND STRUCTURE LOCATING FROM THE SURFACE, INSTALL A #6 BARE COPPER WIRE FROM INSIDE THE VENT PIPE TO THE STRUCTURE GROUND SYSTEM. THIS INSTALLATION WILL ALLOW A SINGLE PERSON CREW TO TIE INTO THE SYSTEM GROUND AND LOCATE THE FACILITIES UNAIDED. THE INSTALLATION SHOULD BE MADE DURING NEW CONSTRUCTION, ADDED TO THE APPROPRIATE STRUCTURE DURING THE ROUTINE MAINTENANCE CYCLE, OR AS THE NEED ARISES BY REQUEST FOR ASSISTANCE FROM THE CONTRACT CABLE LOCATING COMPANY. LEGEND OF CONDUIT SYMBOLS (CONVENTIONAL U. G.) C C U) DD F- N 0 p 0_ N 104 - NC - SHT. 2 SHT. 3 LOCATION 1 LOCATION 2 � ssssssssss_ PACIFIC �� OCEAN �ssssssssss_ ��s S TIT�'E T INDEX TYPICAL HANDHOLE INSTALLATION SEE UGS HP 205 TYPICAL ASSEMBLY (WITHOUT COVER) LIFTING EVE (2) BOLT HOLES (2) xitl- o� �� 0 EXTENSION ALL COVERS TO BE INDENTIFIED WITH 'EDISON' IN 2" (MIN) BLOCK RECESSED LETTERS. (SEE NOTE 4.) TYPICAL COVER KNOCK OUT (FOUR REQUIRED) NOTES: 3" (MIN.) 1. SEE UGS HP 200 FOR DIMENSIONS OF VARIOUS SIZE HANDHOLES AVAILABLE. 2. RADIUS ANGLE MAY BE REDUCED TO LESS THAN 90' PROVIDING THE PROJECTED CENTER LINE OF THE CONDUIT CLEARS HANDHOLE OPENING. 3. TWO HOLD DOWN DEVICES TO BE SUPPLIED WITH EACH HANDHOLE. 4. COVER SHALL BE IDENTFIED WITH "EDISON" IN MINIMUM 2 -INCH LETTERS OR LABELS PERMANENTLY SECURED TO THE LID. 5. FOR MAINTENANCE ON 10-1/2" X 17" CONCRETE HANDHOLES USE SWINGBOLT WITH SAP 10204721. CONCRETE PRODUCTS EDISON Precast concrete it complete with neck. Cover and inserts may be obtained from any of the following listed NO. CONDUIT REQ'D.SIZE OF CONDUIT and approved manufactureres: RUN NO.LENGTH OF CONDUIT RUN JENSEN PRECAST 14221 San Bernardino Ave., Fontana, Calif. 92335 TRENCH Phone: (909) 350-4111 TYPE OF FACILITY (800) 257-6100 (CIC -DB, ETC.) - RUN NO. f LENGTH OF TRENCH OLDCASTLE PRECAST 10650 Hemlock Ave., Fontana, Calif. 92337 Phone: (909) 428-3700 STREET LIGHT (800) 626-3860 NO. CONDUIT REVD.=C3E f SIZE OF CONDUIT FOR HANDHOLE AND PULLBOX MANUFACTURERS, RUN NO. f LENGTH OF CONDUIT RUN SEE UGS HP 200. STREET LIGHT C4 rev- a1/z1/o9 TRENCH LIST OF MATERIAL S NOTES: TYPE OF FACILITY 1. Footage quantites are approximate. LENGTH OF ADDITIONAL[EDISON C 0. ] 2. Where reference is to an item not detailed, � RUN NO.TRENCH REQ'D. see separate description list. 3.. This list provides a summary of major items. SEE UGS SECTION INDEX EDISON FOR REFERENCE DRAWINGS NO. CONDUIT REQ'D. SIZE OF CONDUIT GRADE cavtR 7A REFERENCE RUN NO.- MEMO DENOTES CONDUIT RUN CONTINUATION QUAN. UNIT DESCRIPTION FOR CONSTRUCTION INFORMATION PLUG OR CAP O VAULT COND1IUITS 2 1" TYPICjHDG 1 STREET LIGHT ALL CON 6' x 12' x 7' INTERCEPT CRUSHED ROCK 2 LOCATE CONDUITS ALONG VAULT COVER (TRAFFIC) NO. CONDUIT REQ'D. A NARROW END OF HANDHOLE. 4 2" TYP_ A REFERENCE RUN N0. --iw­ MEMO f DENOTES CONDUIT RUN CONTINUATION SEE NOTE 2 FEET DIRECT BURIAL FOR CONSTRUCTION INFORMATION 5 TYPE CONDUIT O36" GRADE RINGS ANY OF THE ABOVE SYMBOLS (MIN) RADIU. EACH CONDUIT LOCATION FOLLOWED BY A SECTION A -A NOTES: 3" (MIN.) 1. SEE UGS HP 200 FOR DIMENSIONS OF VARIOUS SIZE HANDHOLES AVAILABLE. 2. RADIUS ANGLE MAY BE REDUCED TO LESS THAN 90' PROVIDING THE PROJECTED CENTER LINE OF THE CONDUIT CLEARS HANDHOLE OPENING. 3. TWO HOLD DOWN DEVICES TO BE SUPPLIED WITH EACH HANDHOLE. 4. COVER SHALL BE IDENTFIED WITH "EDISON" IN MINIMUM 2 -INCH LETTERS OR LABELS PERMANENTLY SECURED TO THE LID. 5. FOR MAINTENANCE ON 10-1/2" X 17" CONCRETE HANDHOLES USE SWINGBOLT WITH SAP 10204721. CONCRETE PRODUCTS EDISON Precast concrete it complete with neck. Cover and inserts may be obtained from any of the following listed NO. CONDUIT REQ'D.SIZE OF CONDUIT and approved manufactureres: RUN NO.LENGTH OF CONDUIT RUN JENSEN PRECAST 14221 San Bernardino Ave., Fontana, Calif. 92335 TRENCH Phone: (909) 350-4111 TYPE OF FACILITY (800) 257-6100 (CIC -DB, ETC.) - RUN NO. f LENGTH OF TRENCH OLDCASTLE PRECAST 10650 Hemlock Ave., Fontana, Calif. 92337 Phone: (909) 428-3700 STREET LIGHT (800) 626-3860 NO. CONDUIT REVD.=C3E f SIZE OF CONDUIT FOR HANDHOLE AND PULLBOX MANUFACTURERS, RUN NO. f LENGTH OF CONDUIT RUN SEE UGS HP 200. STREET LIGHT C4 rev- a1/z1/o9 TRENCH LIST OF MATERIAL S NOTES: TYPE OF FACILITY 1. Footage quantites are approximate. LENGTH OF ADDITIONAL[EDISON C 0. ] 2. Where reference is to an item not detailed, � RUN NO.TRENCH REQ'D. see separate description list. 3.. This list provides a summary of major items. SEE UGS SECTION INDEX EDISON FOR REFERENCE DRAWINGS NO. CONDUIT REQ'D. SIZE OF CONDUIT REF DWG. REV. DATE 7'x18'x8' V718 REFERENCE RUN NO.- MEMO DENOTES CONDUIT RUN CONTINUATION QUAN. UNIT DESCRIPTION FOR CONSTRUCTION INFORMATION 2 EACH VAULT 05/05 2 EACH HANDHOLE STREET LIGHT 8" 6' x 12' x 7' INTERCEPT 10/05 2 EACH VAULT COVER (TRAFFIC) NO. CONDUIT REQ'D. f SIZE OF CONDUIT 4 EACH POLYETHYLENE VENT -STAND PIPE REFERENCE RUN N0. --iw­ MEMO f DENOTES CONDUIT RUN CONTINUATION 52' FEET VENT PIPE FOR CONSTRUCTION INFORMATION 5 EACH GRADE RINGS ANY OF THE ABOVE SYMBOLS 6 EACH HANDHOLE (FULL TRAFFIC) FOLLOWED BY A V7186 2 EACH LADDER ED 718-96DV-TYPE 2 V718B1 7' x 18' x 8' TYPE 2 DENOTES THE FOLLOWING: - ED 718-96DV-INT-TYPE 2 DB CONDUIT WITHOUT ENCASEMENT IS ACCEPTABLE FOR PORTIONS OF TRENCH WITH ONLY ONE OR TWO CONDUITS SEMI -ENCASEMENT IS REQUIRED FOR PORTIONS OF TRENCH WITH ONLY THREE OR FOUR CONDUITS FULL ENCASEMENT IS REQUIRED FOR MORE THAN FOUR CONDUITS SIZE ITEM NO. REF DWG. REV. DATE 7'x18'x8' V718 UGS-VA 400 07/08 17% 30% 24" HH -6 UGS-HP 200 07/12 4'x 5' UGS-FC 660 05/05 8" UGS-AC 752 10/05 8" 6' x 12' x 7' INTERCEPT 10/05 6" V714 7' x 14' x 8' TUB STYLE 18 1/2"x 31% 24" ED 714-96VLT V7141 7' x 14' x 8' AS REQUIRED UGS-AC 742 10/05 APPROVED JOINT SEALER SEE UGS GI 030 CONDUIT TERMINATOR! UGS CD 142 (TYPICAL MANUFACTURERS) PRECAST TUB -TYPE VAULTS SEE UGS VA 410 CONSULT MANFACTURER'S INSTALLATION GUIDES FOR EXACT EXCAVATION DIMENSIONS FOR EACH STRUCTURE SIZE. ITEM NUMBER NOMINAL SIZE TYPE MANUFACTURER'S NUMBERS JENSEN PRECAST UTILITY VAULT CO. V510 5' x 10'-6" x 7' TUB STYLE K5106-FV84-11 ED 5106-84VT V5101 5' x 10'-6" x 7' INTERCEPT K5106-FV84-11-INT ED 5106-84VT-INT V612 6' x 12' x 7' TUB STYLE K612-FV84-11 ED 612-84VLT V6121 6' x 12' x 7' INTERCEPT K612-FV84-11-INT ED 612-84VLT-INT V714 7' x 14' x 8' TUB STYLE K714-FV96-11 ED 714-96VLT V7141 7' x 14' x 8' INTERCEPT K714-FV96-11-INT ED 714-96VLT-INT V718A 7' x 18' x 8' TYPE 1 TUB STYLE K718-FV96-11 ED 718-96DV-TYPE 1 V718AI 7' x 18' x 8' TYPE 1 INTERCEPT K718-FV96-11-INT ED 718-96DV-INT-TYPE 1 V7186 7' x 18' x 8' TYPE 2 TUB STYLE - ED 718-96DV-TYPE 2 V718B1 7' x 18' x 8' TYPE 2 INTERCEPT - ED 718-96DV-INT-TYPE 2 NOTES: 1. CONDUIT TERMINATORS TO BE GENERALLY LOCATED AS SHOWN ON UGS CD 142. STANDARD CONDUIT ENTRANCE SHALL BE A FLATWALL DESIGN. SLIGHT VARIATIONS BY MANUFACTURERS MAY BE ALLOWABLE WITH COMPANY APPROVAL. 2. TUB -TYPE STRUCTURES SHALL BE FURNISHED WITH 1/2" THREADED BRONZE GROUNDING INSERTS, AS SHOWN ON UGS VA 411. EISEL ENTERPRISES INC. PRECAST CONCRETE PRODUCTS 714 South Fee Ana St., Placentia, CA 92870 (714) 993-1706 FAX -(714) 993-6197 Galvanized Frame\ --I- 12-1 12" 20%- 33%" >_ 23'x" 36%" Electrical Series 6T 1816" X 31" I.D. H2O Loading 6T DP CONNECTING TO EXISTING SCE STRUCTURES Diamond Plate 2"x 2"x 3/8" Angle H2O Traffic Cover Welded to Bottom Bolt Down of OP. 105 lbs. GENERAL SPECIFICATION FOR PRECAST STRUCTURES 6T PB Pull Box 320 lbs. 6T EXT Extension 272 lbs. 6T B Base 115 lbs. Meets #6T Caltrans State Spec. 3. ALL VENT LOCATIONS TO BE FURNISHED WITH 10" PLASTIC VENT TERMINATORS. CONNECTING TO EXISTING SCE STRUCTURES 4. INSIDE WALLS AND CEILING TO BE PAINTED WHITE. PWRD 88 REQUIRED ❑Y UG CIVIL ONLY WORK ORDER • Per SCE requirements, customers are not allowed to enter, intercept or REF.: UGS GI 030 GENERAL SPECIFICATION FOR PRECAST STRUCTURES tie-in to existing SCE facilities; e.g. structures, equipment, multi -conduit UGS GI 035 ALLOWABLE TOLERANCES FOR INSTALLED PRECAST STRUCTURES runs/banks, or conductors. These facilities may be energized and the UGS VA 410 PRECAST TUB -TYLE VAULTS work will only be performed by SCE. Contact the appropriate SCE UGS VA 470 VAULT NECK, POURED OR PRECAST inspector to schedule an appointment. Customers may connect to an UGS FC 660 VAULT COVER -PRECAST CONCRETE 48" X 60" existing conduit stub without a SCE inspector present. UGS AC 711 SUMP DRAIN AND DETAIL CSD 140 (TLM) REQ'D UGS AC 725 INSERTS: TYPE, LOCATION, AND QUANTITY • Multi -conduit runs/banks are runs of conduit in close proximity to each UGS AC 742 LADDER other and other SCE facilities. A conduit stub is a single empty conduit UGS AC 751 VENT LOCATIONS stub that is not in close proximity to other SCE owned facilities. Refer to the work order map for details. TYPICAL CONDUIT BANK SECTION SEE UGS CD 120 11{x" -BEDDING 3" DIRECT BURIAL SIMILAR CONSTRUCTION FOR FEWER CONDUIT 2 CONDUITS MAX. Dar TYPICAL CONDUIT BANK SECTION SEE UGS CD 120 1A 1A.1 z 0 3" 3" M 1-1h" E �E o E E -BEDDING 1" SEMI -ENCASEMENT 3 OR 4 CONDUITS • Per CPUC/SCE's Rule 15 B.1.A and Rule 16 DA.A., the customer will provide all necessary excavations (with the exception of excavation under pads and primary splice boxes), material (including conduit and structures) and encasement, to be utilized in the intercept/tie-in process. TYPICAL CONDUIT BANK SECTION • The customer must adhere to all applicable Cal -OSHA, local, city, state SEE UGS CD 120 and federal regulations, (including, but not limited to, all necessary shoring and traffic control in place to perform the intercept/tie-in work by SCE's underground civil contractor(s)). \ /.. /..i • Intercept/tie-in work must be coordinated with SCE's civil contractors through the Division Inspector/P-Spec to limit exposure of excavation(s). Customer is responsible for securing excavation(s). Z D08: 11/13/18 0 3" 3" DATE REVISION DESCRIPTION M 3" o E E ENVELOPE E'E 3" SPACER FULL ENCASEMENT MORE THAN 4 CONDUITS (BASE SPACER REQUIRED) AUTOMATION EQUIPMENT INSTALLATION/RELOCATION/REMOVAL DISTRIBUTION CONSTRUCTION CONTACT DISTRIBUTION AUTOMATION 714-285-4325 PROJECT REQUIREMENTS (Y/N� VAULT EDISON EASEMENT REQUIRED N❑ PWRD 88 REQUIRED ❑Y UG CIVIL ONLY WORK ORDER N❑ PERMIT REQUIRED 0 PERMIT TYPE: HANDHOLE ® OUTAGE REQUIRED N❑ OUTAGE DATE: TIME: ® TRAFFIC CONTROL REQUIRED ❑Y PED. TRAFFIC CONTROL REQ'D ❑Y CONVEYANCE LETTER REQ'D N❑ ENVIRONMENTAL CLEARANCE REQ'D ❑Y CSD 140 (TLM) REQ'D ❑Y LEGEND OF DRAFTING SYMBOLS TRENCH EDISON CONDUIT (DIST. & SL) -- CUST. OWNED CONDUIT RESIDENTIAL SERVICE CABLE E EXISTING CONDUIT ® VAULT ® MANHOLE Q PME 3-5 O PME 6-12 ® PULL BOX DATE STARTED HANDHOLE ® SOE ® PAD ® 4'x4' BURD SWITCH ENCLOSURE PRECASTER 36" BURD SWITCH ENCLOSURE BURD TRANSFORMER ENCLOSURE 0 STREET LIGHT ELECTROLIER I� C/I METER PANEL 4( FIRE HYDRANT RUN NUMBER CALL -OUTS AS FOLLOWS: 0-9 99 MAINLINE CONDUIT 100 - 199 SERVICE CONDUIT 400 - 599 STREET LIGHT CONDUIT = :4. Re, . 2,/12,,-F NOTE: ALL ELECTRICAL DUCTS AND STRUCTURES WILL CONFORM TO GENERAL ORDER #128 (RULES FOR CONSTRUCTION OF UNDERGROUND ELECTRICAL SUPPLY AND COMMUNICATION PRESCRIBED BY THE PUBLIC UTILITIES COMMISSION OF THE STATE OF CALIFORNIA, JANUARY 2006). CONSTRUCTION NOTES: Unless otherwise specified on the working drawing which forms a part of the specification, the Contractor/Developer shall furnish the following items at no cost to the Edison Company. Southern California Edison Company has attempted to correctly show all existing utilities and substructures in the vicinity of the work, but does not guarantee there are no other substructures in the area. Failure of SCE to show all substructures in their correct location will not be a basis for a claim for extra work, and the contractor shall be responsible for all damages to substructures whether shown or not. 1. FOR GENERAL SPECIFICATIONS SEE UGS GI 001. 2. CONDUIT: a. Minimum cover in street or parkway is 30" below gutter grade, unless noted otherwise. b. Minimum cover on private property is 30" below finished grade, unless noted otherwise. c. Contractor is to furnish and install approved conduit to Edison specifications per UGS CD 100.1, 110 AND 120. d. For the type of conduit for this job, See UGS CD 110.1. e. Install all risers per UGS CD 160, 161, 162 and 170. f. Cap all mainline conduits per UGS CD 148 and service conduits per UGS CD 150. g. Install blank conduit plugs in all conduits terminating into Vaults, Manholes, PMH's, SCE's & all cap locations, per UGS CD 180.1 & UGS CD 180.2 h. Install pull rope in all conduit runs. Pull rope to be at least 3/8" polypropylene rope, braided or twisted. For specifications, approved makes, and suppliers, see UGS GI 040. L All conduit must be mandreled with the approved mandrel UGS CD 197. 3. CONDUIT RADIUS REQUIREMENTS: a: The minimum radius for bends are: 36" for conduits 3" in diameter or smaller 48" for conduits 4" and 5" in diameter 60" for 6" diameter conduit b: The minimum radius for all sweeps of all mainline conduits is 12'-6" (unless noted otherwise). 4. EXCAVATION AND BACKFILL: a. Work area shall be cleared and rough graded to within four inches of final grade prior to installation of Edison conduit or structures. b. All excavations shall be in accordance with the California State Construction Safety Orders (when applicable), Edison specifications, and all governing local ordinances. c. Each trench to be a uniform depth below final grade prior to installation of Edison conduit or structures. d. Backfill shall be provided by the Contractor for all excavations and shall include crushed rock, concrete, and/or imported backfill, when required. e. Backfill with a MINIMUM of one sack per yard sand cement slurry around and over vaults and manholes per UGS GI 030, section 6.4 and around PMH's within one foot of finished grade, per UGS SS 590.1. f. Backfill, per Edison specifications, shall immediately follow conduit or substructure installation. At no time shall conduit be left exposed over 24 hours. g. No rocks are allowed within 12 inches of direct -buried cables or any conduit without concrete encasement. Native backfill capable of passing through a one-half inch mesh screen shall be considered to be "rock free". If existing backfill does not pass through a 1/2" screen, place imported sand 3" below and 12" above Edison cables. After this point, no rocks larger than 12" diameter are permitted. h. All backfill shall be compacted to meet or exceed local ordinances or other requirements. It shall be placed in a manner that will not damage the conduit or substructure or allow future subsidence of the trench or structures. 5. PAVING: Repaving, where required, shall be placed in such a manner that interference with traffic, including pedestrian traffic, will be kept to a minimum. The Contractor shall establish a program of repaving acceptable to the Municipality, County, or other authority having jurisdiction and which is acceptable to Edison. 6. STRUCTURES: a. All substructures shall be constructed or installed to Edison specifications. b. Install protection barriers per UGS MS 830 when required in areas exposed to traffic, per Edison Inspector. c. All conduit lines and concrete floored substructures shall be water tight. d. All grounding materials shall be furnished and installed by the Contractor. 7. RETAINING WALLS: When required, retaining walls shall be provided by the Developer. Walls are required wherever grade rises more than 18 inches above the structure or 24" above the pad surface at a distance of 5 feet from the same, or in areas subject to erosion. Design and installation must comply with local building ordinances. Refer to Edison Inspector for typical space requirements. 8. PERMITS: All permits necessary for excavation shall be provided by the Contractor/Developer. 9. ACCESS: Heavy truck access shall be maintained to equipment locations. Structures must be clear of all appurtenances that would obstruct the loading or unloading of equipment. 10. SERVICES: a. Meters and services shall comply with Edison Electrical Services Requirements. b. Wiring must be in accordance with applicable local ordinances and approved by local Inspection Authorities. 11. LOCATION: a. The location of excavations and structures for Edison shall be as shown on the working drawing. No deviation from the planned locations will be permitted unless approved by the Edison Inspector. See UGS GI 001, section 2.2. b. Actual location of obstructions, storm drains, and/or other foreign utilities to be the responsibility of the Contractor. See UGS GI 001, section 2.3. 12. Contractor is to verify location and widths of all sidewalks and driveways prior to street light installation. See UGS CD 175.1, UGS CD 175.2 and UGS CD 175.3. 13. SURVEY: Surveying of street improvements, property corners, lot lines, finished grade, etc., necessary for the installation of underground facilities must be completed and markers or stakes placed prior to the start of the installation. In addition, Developer shall maintain the markers during the installation and inspection by Edison. Grade and property line stakes must show any offset measurements. 14. COORDINATION AND SUPERVISION: The Developer shall provide supervision over and coordination among the various contractors working within the development in order to prevent damage to Edison facilities. He is responsible for the cost of repairs, replacement, relocation, or other corrections to Edison facilities made necessary by his failure to provide supervision or to otherwise comply with these specifications. 15. TELEPHONE AND OTHER UTILITY REQUIREMENTS: The drawing prepared for this job may also cover the facilities to be installed for the telephone company and/or other utility. Any questions concerning details of their installation should be referred to the company concerned. 16. OWNERSHIP: Developer is to deed to the Edison Company all structures shown hereon except those shown as customer owned. 17. WARRANTY: Applicants expressly represent and warrant that all work performed and all material used in meeting Applicants' obligations herein are free from defects in workmanship and are in conformity with Southern California Edison Companys requirements. This warranty shall commence upon receipt by Applicants of Companys final acceptance and shall expire one year from that date. Applicants agree to promptly correct to the Company's satisfaction and that of any governmental agency having jurisdiction and at Applicant's expense any breach of this warranty which may become apparent through inspection or operation of underground electric system by Company during this warranty period. 18. INSPECTION: Inspection is required during the construction period. A 48 hour advance notice of intent to start construction is required from the contractor to the Southern California Edison Company. Standards of Edison construction requirements are available upon request. Duct and Structure Inspector: CHRIS WHITE Phone: 714-796-9982 Cabling Construction Coordinator: Phone: r. WARNING THE EXCAVATOR MUST TAKE ALL STEPS NECESSARY TO AVOID CONTACT WITH UNDERGROUND FACILITIES WHICH MAY RESULT IN INJURY TO PERSONS OR DAMAGE TO FACILITIES IN THE AREA. THE INDICATED LOCATIONS OF EDISON UNDERGROUND FACILITIES, AS PROVIDED, ARE BELIEVED TO BE ACCURATE, HOWEVER, THE FINAL DETERMINATION OF EXACT LOCATIONS AND THE COST OF REPAIR TO DAMAGED FACILITIES IS THE RESPONSIBILITY OF THE EXCAVATOR. WHERE CONDUITS ARE PICKED UP OR INTERCEPTED, CONDUIT SHALL BE MANDRELLED AND PULL ROPE INSTALLED FROM TERMINAL TO TERMINAL. UNDERGROUND SERVICE ALERT Dial 811 Call USA For Underground Locating 2 Working Days Before You Dig ASSOCIATED TD'S: TD# DESIGN# TYPE TD1509510 1120890 RULE 20A TD1103674 786472 RULE 20B UG INSTALL TD1103682 786477 RULE 20B OH REMOVAL CONTRACTOR COST PLUS 1:1 FIRM [:] DEV. INCLUDES PERM. PAVING YES ❑ NO ❑ PERMIT NUMBER DATE STARTED DATE COMPLETED INSPECTOR PRECASTER CONDUIT FINAL DESIGN APPROVED FOR CONSTRUCTION INVENTORY MAP NO.'S 27-11 B-2 28-11 A-9 29-11 A-7 27-11B-1 28-11D-1 29-11C-1 28-11A-2 28-11D-4 29-11C-4 28-11A-3 28-11D-7 29-11C-5 28-11 A-6 28-11 D-8 29-11 C-8 THOMAS GUIDE MAP NO.'S O.C. 888-G6 O.C. 888-G7 O.C. 888-H7 O.C. 918-H1 AS -IS OVERALL SINGLE LINE SNEAD 12KV o/o LAFA YE T TE SUB FTS L E-jEELBNE jl ` P5656401 S AT CH M 100KVA TO V5543946 9� GS4108 POS. 6 (CLOSED) 2 9a 881620E . F X5656400 'o JBARS •�, B5524340 7 S <�! GS2929 1 2 3 V5444718 J04 <A P5110559 3B 400A < P5410140 • F103513 POS. 2 881619E TO V5101331 ry GS2093 POS. 1 (OPEN) TO V5584072 GS4112 POS. 6 ' � V5444717 q '• 724767E (CLOSED) & SUB coq �o �. J717A BS3156 PILOT 1 2 3 4 RFI4387-2 0 0� PILOT �q6� • L4 • s o X5495901 . ' moo RF14387-5 <O . �n'G • 1.4GS2928 0 Q 0006298 A • NOTE: VAULT TO BE INSTALLED RFI4387-6 1 2 3 4 5 6 .• • ry�c� 154902036E ON RULE 20A (TD1509510.) R o C� �, V5444723 •• '•o A G 'G > ' • ,c`� o�� m z •• .• EX: V5543955 /y 7'x18'x8' q <� BS2930 J723B J723A 1 2 3 4:123 : • A B . P5111346 T S •' GS4113 • 724765E ,G� •' ' 1234 � • • � BS2931 •• v • J3955 1 2 3 . • . . �oF X5724633 `i�� O JG�•• o WZW BAY AVE 3'x5'x4' oy� 50KVA • •• 75KVA V5495899 • .' ' Q� 1ST S5172663 Q ..� 4074854E • V5444719 �0 v�, 'G EX: V5560067 6'x12'x8' O y COMPLIANT � ��� ��q. P ff A pf ' J663A 1 2 3 ` •• GS2933 1 2 3 . 7'x14'x8' 123 3-600A RUNS 1-200A RUN N Ij x L jG • •• • •' • • V5444721 75KVA 3 -3 -WAY JBARS 00 � V vE `. .. '`• J721A . .•AADO S •. 1234 . 5� • . ti RM: J899A 2� 79 4E RM: 1-50KVA !y & 2-37.5KVA 120/240V 30 R cC� • ( p . •• . %* 123 • ONLY 4633426E T V5560572 1S RF101227 1c3J. • •. RM: 75KVA C' A'F!p 1183284E TO V5 TO V5638439 ��Q` • O Y J572A 39 POS. 2 1234 (CLOSED) RM: 1549466E �" `. X5495898 RM: 1960147E �Q X11, 100KVA 100KVA W e40 0 4 lk 9 P5500489 C' < 01• \ z. h 9q�e 1549467E P5365268 V5560579 G'� oCCN 3 C eG RM:ONLYOOKVA .. J579A CCURT G �Q� o ��� 1 2 3 ST 1 2539 TO V5560593 FqN '•. S� FRONT titi�0 A� Y !ti 2249378E RM: 3-75KVA 120/240V 30 ONLY NTS INVENTORY MAP NO.'S 27-11B-2 28-11A-9 29-11A-7 27-11 B-1 28-11D-1 29-11C-1 28-11A-2 28-11D-4 29-11C-4 28-11A-3 28-11D-7 29-11C-5 a� E 28-11A-6 28-11D-8 29-11C-8 E THOMAS GUIDE MAP NO.'S CIRCUIT 1 = SNEAD 12KV o% LAFAYETTE SUB FINAL D O.C. 888-G6 O.C. 88e -G7 O.C. 888-1-17 N N CIRCUIT 2 = JANUARY 12KV o% LAFAYETTE SUB O.C. 918-H1 APPROVED NER: 714-N893-2405 ADNAMS/ASP FOR CONSTRUCTION POHONE: PLANBRADON 0 DISTRICT 33 - HUNTINGTON BEACH PROJ. MGR. TODD PEARCE PLANNER ED MERCADO SR NO. PHONE 714-973-5817 PHONE 714-870-3242 2722"S -a° DATE REVISION DESCRIPTION APPROVED DRAWN CHECKED FOREMAN TRUCK NO. P/E INVENTORY MAP NO. THOMAS GUIDE GRID NO. DESIGN NO. SEE ABOVE SEE ABOVE 1173386 Y BY-PASS EXISTING TLM J.P.A. NO. ASSOCIATED DESIGN NO. CSD 140 ; N CODE CHANGE TO CHECKED M-oAD 1173587 PRODUCT/SAP NO. PRODUCT/SAP NO. PRODUCT/SAP NO. M1574917 M1574918 0 PROPOSED CONSTRUCTION (LOCATION) CD F SCE CH 11/18/19 / SCE EM ASP 53242 2019 RULE 20A — SNEAD / 12KV (PHASE 3) M P 09/30/19 M. CARPENA VARIOUS LOCATIONS NEWPORT BEACH B GO/ASP SHEET JOB NO. rLEAPPROVED BY DATE CHECKED BY DRAWN BY PAX # 1 A 3 1173386 Southern California Edison Company of TO V5543946 GS4108 POS. 6 (CLOSED) B5524340 T w P5110559 TO V5101331 GS2093 POS. 1 (OPEN) • TO V5584072 4- \ \ GS4112 POS. 6 (CLOSED) & SUB O p 'o \10io, . NOTE: VAULT TO BE INSTALLED ON RULE 20A (TD1509510.) • •' EX: V5543955 �Fy � 7'x18'x8' •• GS4113 • ' 1234 1� • J3955 1 2 3 � • ; •. • ;'o X5724633 3'x5'x4' 50KVA V54958996'x12'x8' '. 75KVA COMPLIANT 0 1-4WAY GS4109 vo'L EX: V5560067 ��Fy 1-75KVA XFMR \ m 7'x14'x8' P 3-600A RUNS 1 . 1-200A RUN 75KVA IN: V5543952 7'x18'x8' GS4109 •• 1234 % • 1 IN: 75KVA IN: BS4152 \°Z 3-75KVA 1120/240V 30 4W / \ V5543952 \ / 7'x18'x8' COMPLIANT 1-BS4152 3-75KVA XFMR 1-200A RUN 91 • P5500489 J717A 12 3 4 BS3156 CID] 1 Q��LP GS2928 1 2 3 4 5 6 R A G PROPOSED OVERALL SINGLE LINE V5444717 PILOT RFI4387-2 PILOT RFI4387-5 PILOT RF14387-6 . ABo�Rr�HT SEE SNEAD 12KV o /o LAFA YE T TE SUB LEFT" A va "ZIR V 1111>ii �! � O6ffz! %IOI CIRCUIT 1 = SNEAD 12KV o%o LAFAYETTE SUB CIRCUIT 2 = JANUARY 12KV o%o LAFAYETTE SUB FINAL DESIGN APPROVED FOR CONSTRUCTION V5638439 3739 POS. 2 (CLOSED) NTS INVENTORY MAP NO.'S 27-1113-2 28-11 A-9 29-11A-7 27-11B-1 28-11D-1 29-11C-1 28-11 A-2 28-11 D-4 29-11 C-4 28-11A-3 28-11D-7 29-11C-5 28-11A-6 28-11D-8 29-11C-8 THOMAS GUIDE MAP NO.'S O.C. 888-G6 O.C. 888-G7 O.C. 888-1-17 O.C. 918-H1 d v 0 U m E E 0 040 N 0 040 0 0 0- /b II D_ > 151+44.43 C/L BALBOA BLVD g" W � 10+00.00 C/L 23RD STREET 152+73.62 C/L BALBOA BLVD 1 mor (q BqN� 10+00.00 C/L ALLEY L Pe qG W EX.( V39555 T TO V589 V5899 303' 3-1/C 1000 JCN JANUARY 12KV W IS2-`00 tl 2305 = X O 8 ' W T � ( coo J Q \\\\\\\\\\\\\\\\\ w ° ° TLM: SIZE KVA CUST % LOAD PROP. 75 69.67 20 92.9 8' Iv -°- SS i 154+03.05 C/L BALBOA BLVD PTC REQUIRED. �I -TRAFFIC CONTROL REQUIRED. I TV 72" j� 153�0o q� 10+00.00 C/L 22ND STREET EX. 2-5" CUST (430') W I o EX: V5495899 VAULT V5899 TO V4717 Q 1 6'x12'x8' \ �z TV 8„ 2-10" S.P. VENTS ° 18' 16' N + i �/4„ c (gBq/V O RM: 3-600A SWAY JBAR (J899A) 9 5' T� 3-600A ELBOW 1000 (FIG. D) (POS, 2) I 5' SPEED CI: 3-181/ix31"x24" HH H899A, H899B, H899C) (H899A, Ss 50' W SPEED _ N LIMIT EW: 1-600A 4WAY RAM SW ss 10, LIMIT r - - - - - - - - SN. ----- IN: 1-75KVA 120/240V 12KV FUSED DE W/1 /0 WIDE EASEMENT FOR INGRESS -EGRESS SN: --------------- ` IN FAVOR OF I 1 30 2-600A ELBOW W/200A TAP 1/0 LBE 12KV (FIG C) (1000) (POS. 1) I ALBERT BARROWS. BUSHING6 LBOBTW2 I 30 A -RRW/ST-EAK 1-CNN2203 VA 9�9/�KV I- 22031B 3-600A EXT, W/200A TAP 1/0 (FIG B) cl: W 2203 C MI: 20' 1-1/C 1/0 JCN (XFMR) 2 4., 119 0 _I - -E _ 3 2205 A 5 209' rn - - - - 72487 2205 B 2205 C SS V3952 TO H952C ° 8+60 7.96KW IN: 209' 4-1/C 3-350 & 1-4/0 SEC. 8.84KVA 1 ®�HN EPL VD=1.17% V3952 TO H952C =313' * j j� H952C C V3952 = 354' n U' EX. 3-350 1-4/0 L MAX PULL =1371' 1371 Cl: HH H899A 1 I 9 0 1 18 1/2 x31 x24 (FULL TRAFFIC) " Q - - - - 16' 7' 18' CI: 7' IN: 3-1P 6WAY INS BAR (#8-350) SS 1 3" EX.6SL g 82' 8+60 Cl: V5495899 SPEED V3952 TO H952B ® I 8+60 1 4" 1 115 1 LIMIT IN: 86' 3-1/C 2-350 & 1-4/0 SEC. EX. HH SS 2 44 V5495899 "G" 115 HM 24.00KW Cl: SS Cl: 1°°11°°1 H952C EPL H952C TO INT. PT. - V3952 TO H952B = 328' EX. 1-4" 108' ( ) (H952C TO PANEL 2205 BALBOA BLVD) V5899 TO P0489 28.23KVA �, 1 3" SS ° 1 18 1/2"x31"x24" (FULL TRAFFIC) I H952B TO V3952 =102' * IN: 157' 4-1/C 3-350 & 1-4/0 SEC. M: 108 3-1/C 12CLP 12KV U) VD=2.99% 103 90' IN: 4-1P 6WAY INS BAR 8 350 (# ) MAX PULL =1223' W EPL �o IN° 108' 3-1/C 1/0 JCN 1 H952C TO PL 2205 =439 H899B TO PANEL 115 22ND ST N 115 ° 21' EPL I IN: 90 3-1/C 2-350 & 1-4/0 SERV. SS -- V5899 TO P0489 =347' * MAX PULL =1371' 10. EPL SS P0489 TO V5899 = 204' * Cl: I H899B TO PL 115 =179' Cl: w E MAX PULL CI: =1365' 1 3" F_131 MAX PULL =1223' 1 3" 100 62' Cl: 10 14 1g' H899A TO H899B Cl: HH H899C Cl: - ��'' H899A TO INT. PT. "D" IN: 59 4-1/C 3-350 & 1-4/0 SEC. EPL TO PANEL 2202 OCEAN FRONT 1 3" IN: 62' 3-1/0-2-1/0 & 1-#2 SERV. 51' 18 1/2"x31"x24" (FULL TRAFFIC) 1 3" 1 108 IN: 112' 3-1/C 2-350 & 1-4/0 SEC. V 899 TO H899A / H899A TO H899B =59' * ( ) v H899C TO PANEL 2204 OCEAN FRONT EPL o I IN: 3-1P 6WAY INS BAR (#8-350) 18'""' w EPL H8996 TO H899A = 59' * H899C TO PL 2202 = 95' IN: 51 3-1/C 2-1/0 & 1-#2 SERV. + 1 H952B PANEL 109 23RD ST w H899A TO INT. PT. "D" = 271' * MAX PULL =1371' MAX PULL =696' EPL SS x IN: 18' 3-1/C 2-1/0 & 1-#2 SERV. INT. PT. "D" TO H899A = 498' H899C TO PL 2204 =149' S (ABDN) CI: EPL 1 H952B TO PL 109 = 50' MAX PULL = 1223' INT• PT. G �r, � MAX PULL= 696' 1 4" MAX PULL = 696' + 6 8+41 1 1 88' 0 45' SS � +0 8+39 1 1 3" 1 3 51' N H952C TO H952D IN: 88' 4-1/C 3-350 & 1-4/0 SEC Cl: HH H952B o + SS 1 '"� 4000452E ox 00 H8996 TO H899C ,°n° ± rn + m X EPL 17"x30"x24" 00 O O O O o ❑1 USE 45' BENDS FOR ALL 2 .- J- I IN: 51' 3-1/C 2-350 & 1-4/0 SEC. °ov-'i H952C TO H952D =109' # IN: 3-1P 6WAY INS BAR (#8-350) ° SEC. BENDS IN THIS AREA. cU" 7+90 0 d w w H952D TO H952C =326' (ABDN) - SS - MAX PULL =1371' Cl: HH H952D INT. PT. D ° E EX. 3-700 1-350 (20') - = H8996 TO H899C =141' Y 1 7+83 ° O O O 11+24.38 C/L ALLEY H899C TO H899B = 78' * 18 1/2"x31"x24" (FULL TRAFFIC) 18 2"x3 AFFIL) 7+82 1549466E 8+08.48 C/L ALLEY MAX PULL =1223' 1 I 6WAY INS BAR 1IN: 0) - 1073930E 1LlLLZ 8+23 i 22.5' �4� N 6" W .� I 109 - - - `o 10.88KW ° _ o 6"E G - 0 Zn 2306 (5) 12.09KVA G G - 44.00KW Cl: 104+41 N °' 51.77KVA 2 5" H9526 7+35 I W O+ 00 °o T GPS: VD=1.97% I 7 81' EX. SL r, a° m N, 7+63 � p° LAT: N 33° 36' 35.13" 102+87.23 C/L ALLEY I V3952 TOP U PT. D EX. HH ® 6+91.42 C/L ALLEY -Z P/U PT. "D" o 0 + N `\' o `� `� +_ LONG: W 117° 55 45.81 IN: 174' 3-1/C 1/0 JCN 12KV I 2212 1 TO V5899) �` 2212 1/2 I EPL(V3952 10' V3952 TO V5899 =419' �' EX.2-5" 92' 3.61KW ( ) `� I SS ► NOTE: UNDERGROUND SERVICE ALERT V5899 TO V3952 = 300' * o 4.02KVA 2208 A I CAP TO V5899 I 2210 I 2208 B I -PTC REQUIRED. I -TRAFFIC CONTROL REQUIRED. Dial 81 1 30' ° MAX PULL =1523' 7+35 1 2210 1/2 I 5.22KW I EX. 4/C 3-350 1-4/0 1 W SS_Call USA 1 - 45' ' 103+00 7+74.36 C/L 23RD S EE 2.43KW 5.80KVA R 2.70KVA 2206 6 2 I I I / I 2204 A EX: P5500489 PAD For Underground Locating p - 10+00.00 C L ALLEY / 2.27KW �� 2204 B I �, 3 2 Working Days Before You Dig _ _ 7+28 2.52KVA � 2204 c � �, 6'x8'6" CUST - - H952A 2204 D 2202 A o RM: 3-200A ELBOW W/BAIL #2 CI: 1549467E Cl: 13.48KW 2202 B 2202 C + IN: 3-200A ELBOW W/BAIL ii)0) b 2308 1 3 ' � 7+23 109 86' P PT. c3 0 1 3,. 7+21 106 44 2214 UPR 14.97KVA VD=2.76% 2202 D ° FL=1.69X 6.45KW W I c C �.® FQ° '�, 13' H899A TO PANEL 2212 OCEAN FRONT Cl:� 7.17KVA 2200 I �Q? vv° P �IN:986'BTO 3 1/C 2-350 &LL 014/0 SVC.T 7+24.74 C L 23RD STREET � 23184KWR IN: 44' 3-1/C 2-1/0 & 1-#2 SERV. I EPL 3„ VD=2.46% 2200 A FL=1.77% 2200 B I Cl: EPL 104+12.41 C/L ALLEY 1 4.26KVA I H899A TO PL 2212 =124' 1045' 29.00KW 74r H952B TO PL 2300=750' o I MAX PULL =696' I H899B TO PANEL 2208 OCEAN FRONT 34.12KVA I 102 MAX PULL =1371' 2300 ^ Cl: IN: 45' 3-1/C 2-1/0 & 1-#2 SERV. VD=1.39% I ANEL 2206 H89NC51�3P /C 2-1/0 &�C#2 SERV. FRONT 36.00KW �- 42.35KVA 6+92 1 3" EPL H952B TO PL 2208 = 62' I EPL Pc VD=1.55% � VENT 107 52' MAX PULL = 69g' - H899C TO PL 2206 -104' q H899A TO PANEL 2214 OCEAN FRONT W I C MAX PULL = 696' 3 IN: 52' 3-1/C 2-1/0 & 1-#2 SERV. Cl: �o ° I 2 4 6+80 5543952 EPL H899A TO PL 2214 =162' 1 3" 105 44' 8 32' j MAX PULL =696' H899B TO PANEL 2210 OCEAN FRONT I 1 c-5 V3952 TOP U PT. G EX: HH H952A IN: 44 3-1/C 2-1/0 & 1-#2 SERV. EPL "I 0 20 40 (V3952 TO H952A) IN: 75' 3-1/C 2-350 & 1-4/0 SEC. s+70 VENTi I 17"x30"x24" H899B TO PL 2210 =119' I EPL I EX: 3-1P 6WAY INS BAR (#8-350) 1 MAX PULL =696' w V3952 TO H952A =320' 150' 1 I I INVENTORY MAP NO.'S H952A TO V3952 =117 * 8' 17 17'-' I 9 27-1113-2 28-11A-9 29-11A-7 27-116-1 28-11D-1 29-11C-1 ° MAX PULL =1223' 8' TLM: SIZE KVA CUST %LOAD I 28-11A-2 28-11D-4 29-11C-4 ° PROP. 225 149.17 17 66.3 I 16' 18' 28-11A-3 28-11D-7 29-11C-5 I 28-11A-6 28-11D-8 29-11C-8 E E GPS: _ LAT: N 33° 36 35.05' THOMAS GUIDE MAP NO.'S N LONG: W 117° 55' 47.31"C1: HH H899B O.C. 888-G6 N NOTE: 18 1/2"x31"x24" (FULL TRAFFIC) O.C. 888-G7 O.C. 888-H7 FINAL DESIGN N -PTC REQUIRED. IN: 3-1P 6WAY INS BARS (#8 - 350) O.C. 918-H1 -TRAFFIC CONTROL REQUIRED. APPROVED FOR CONSTRUCTION CONTRACT PLANNER: BRANDON ADNAMS/ASP PHONE: 714-893-2405 75 CI: V5543952 VAULT -a DISTRICT PROJ. MGR. TODD PEARCE PLANNER ED MERCADO SR NO. 2 7'X18'X8' 33-HUNTINGTON BEACH PHONE 714-973-5817 PHONE 714-870-3242 2722645 a_ ° 2-6" GRADE RINGS REQ'D DATE REVISION DESCRIPTION APPROVED DRAWN CHECKED FOREMAN TRUCK NO. P/E INVENTORY MAP N0. THOMAS GUIDE GRID NO. DESIGN NO. 2-8" VENTS REQ'D SEE ABOVE SEE ABOVE 1173386 CI: 2-18 1/2"x31"x24" HH (H952C, H952D) CSD 140 Y BY-PASS EXISTING TLM J.P.A. N0. ASSOCIATED DESIGN N0. 01 1-17"X30"X18" (H952B) N CODE CHANGE TO CHECKED %LOAD 1173387 7 IN: 3-75KVA 120/240V 12KV FUSED DE W/1/0 PRODUCT/SAP NO. PRODUCT/SAP NO. PRODUCT/SAP NO. 7 SN: TD1574917 TD1574918 0 SN: PROPOSED CONSTRUCTION (LOCATION) of SN:_______________ 2019 RULE 20A - SNEAD 12KV (PHASE 3) 1-2W 3P SF6 FUSED 1/0 ESNA S/S (BS4152) F SCE/CH 11/18/19 SCE/EM ASP 53242 VARIOUS LOCATIONS 15-200A LOAD BREAK ELBOW W/BUSHING (1/0) P 09/30/19 M. CARPENA 3-ESNA TERM F/CLSE DELTA BANK W/"T" CONNECTOR (1/0) B 01/29/16 HM/BS HM/GA NEWPORT BEACH 1 -COMPOSITE CABLE RACK & GROUND KIT (4/0 BC) SHEET JOB NO. 6 16-20" COMPOSITE CABLE HOOK TYPE APPROVED BY DATE CHECKED BY DRAWN BY PAX # 2 3 1173386 MI: 20' 1-1/C 1/0 JCN (SURDS)Southern California Edison Company of 0 TLM: SIZE KVA CUST % LOAD NOTE: NOTE: PROP. 150 114.7 6 76.5 Cl: -PTC REQUIRED. (ROUTE 4) -PTC REQUIRED. (ROUTE 4) 1 TTI -TRAFFIC CONTROL REQUIRED. -TRAFFIC CONTROL REQUIRED. NOTE: -PTC REQUIRED. (ROUTE 4) -TRAFFIC CONTROL REQUIRED. 11 5' I -NO POLE TAG IN FIELD. RETAGGED POLE WITH NEW H953A TO 6676E IN: 30' 3-1/CP2-350 do 1-4/0 SEC. NUMBER. EX: V5560572 VAULTEl Cl: V5543953 VAULT 4426 MAX SITO 6676E =1379' EX: 4426676E POLE 5 SPEED 5'x10;-4"x7' TUB STYLE 1-6" GRADE RINGS 4 7'x18'x8' TUB STYLE „ 676E RUN = 5' 30 CLASS 5 (1957) RISE = 25' IN: 1-RISER 4" LIMIT 2-10 S.P. VENTS EX: 2-100KVA 12KV 120/240V 3-6 GRADE RINGS „ 2-8 S.P. VENTS TOTAL = 30' SN: 200729536 SN: 200729537 „ Cl: 1-18,1/2 x31 x24 (H953B) 1-17 x30 x18 (H953A) IN: 3-50KVA 120/240V 12KV FUSED DE W/1/0 NOTE: -PTC REQUIRED. (ROUTE 4) \ \ 1-4WAY J-BAR (J572A) 8 RM: 6-200A ELBOW W BAIL 1 0 POS. 1,2 IN: 6-200A ELBOW W%BAIL �1/0) (POS. 1,2) SN: SN: -TRAFFIC CONTROL REQUIRED. 1�, --------------- SN:__-- 1-2W 3P SF6 FUSED 1/0 ESNA S/S (BS4146) 15-200A LOAD BREAK ELBOW W/BUSHING (1/0) 3-ESNA TERM F/CLSE DELTA BANK W/"T" CONNECTOR (1/0) Cl: HH H953A 17"x30"x24" IN: 3-1P 6WAY INS BAR (#8-350) �° \ 1� \ 1-COMPOSITE CABLE RACK & GROUND KIT (4/0 BC) \ 16-20" COMPOSITE CABLE HOOK MI: 20' 1-1/C 1/0 JCN (BURDS) a 10+00.00 C L COURT ST. �� 11+86.96 C/L 20TH S $� 10" � `01 CF: 1 4" \ <<, \ G / 2 12 92' V3953 TO P U PT. A EX. 2-4"(96') G PPP RGX.� IN: 116' 3-11C 1/0 JCN 12KV (-395 3 / V0572 TO X0573 13+41.53 C/L 21ST ST. w 12+62.88 C/L ALLEY IGT PULL f EPL -STRAIGHT PULL SPEED "%o V3953 TO V0572 =116' L cr� o / o 112 rn V0572 TO V3953 =116' LIMIT << 51.00KW CF �f k EX. 1-4" (24') � MAX PULL =1365' V0572 TO CAP - SPEEDLIT 60.00KVA �2�' (� VD=1.10% 1 LIMIT PgPNaGN� \ c W < Ar V3953 TO H953A �90 10+00.00 C L COURT T. \ „ \ � 0 .� � 0 x 5� �� \ IN: 23 3-1/C 2-350 do 1-4/0 SEC. - � �� -'" EPL a � ° � � / V3953 TO H953A = 23' 1 Xcn o ° -,' k to 11+92.72 '0 0 6' u, ` W 0 12X2 C/L 20TH ST. EX.1960147E POLE x OP H953A TO V3953 =14' MAX PULL =1379' Al Z�6, o �� \�� ® \ o - \ 50' CLASS 4 _0 - RM: 2 RISER 5" ON UNISTRUT 1-SA POLY W/GND NO PRI-N 12KV 3P p \\ � I \ 110 k �� \ 4.00KW �'` / 11X00 � � 0 �� (ABANDON) 1 L 1 KVA.� o 09 O \�\ \ �\ VD4.=0.81% / 'LO.�, �(I - Z�� X09 R ( 12 SV VE - 0 0�i 5�,, EX. 2-4" 175' ( ) xO 50' 1-4" 09 V0572 TO X0574 V0572 TO 0147E RM: 83' 3-1/C 2-350 & 1-4/0 SEC. \ Cl: k O V w EX. 1-4" (181') 1960 V0572 TO HH PG 147E (ABANDON) 11\SPEED -0 50' 1-4" 09 \ \ \ ( 1 4 LIMIT g 55' \ � � o rn _z� Cp_ � I � \ VA EX. 1-4" (36') r � UZ o fs i9 1� i �' i � � V0572 TO 0147E s6 do y = RM: 83' 3-1 C 1 0 JCN / / V3953 TO X0210 �' '� ` o V0572 TO HH ti v, \ EX. 2-5" (339') / _ \ IN: 55 4-1/C 3-350 do 1-4/0 SEC. / o -1 X5898 TO S4723 EPL _ _ A o Z V3953 TO X0210 =106' �0 o I1 3" o EX. 4/0 (35') - 2 5 G EX. 1-4" (88') \ - n , X0574 TO X0575 EX. 2-3" (23') X0210 TO V3953 = 93' * MAX PULL =1371' / / \ 13 124 y HH TO HH \N o G CAP TO X0574 V3953 TO H953B EX. 4/0 (25') �' EX. 1-3" (39') -T (APP X. OC) �� p �'h• c,�. 12+35.00 C/L 21ST S J 12+34.67 C/L COURT ST.� F� 1100 �- \ IN: 124' 3-1/C 2-350 & 1 4/0 SEC. � EPL V3953 TO H953B =153' * en .o \ H953B TO V3953 =229 _ 10+00.00 C L ALLEY __ 12+88.95 C L 20TH S . / \ CAP TO X0574 k9 EX. 1-3" (42') 12 Y\ N CAP TO X0574 EX. 1-1 1/2" (3') CUST T 0p v� (APPRO / \ tea,, UNK. BO�CG W C \ G\ MAX PULL =1223' EX. 2-2 1/2 (17') ��' pvGS G PED TO HH L00) 0 0834E TO X0210 �, - 110 71 ' \ \ X. 2-2" X0211 XO 10 TO PANEL 100 MC FADDEN PANEL A X0210 TO X0211 E - IN: 71' 3-1/C 2-350 do 1-4/0 SERV.__ x \ 4/C 3-1/C 4/0 & 1-1/C 1/0 EPL \ _ o SS \ N 1 keg - X0210 TO PL 100 =195'15X'1 1125 MAX PULL = 204' 68g39E \` 5'x25 EASEMENT REQUIRED \ �� � ® 8 5'x81' \ H953B TO PANEL 2006 W OCEAN FRONT ® x \ Oo REQUIRED �\ �,< � IN: 69P 3-1/C 2-1/0 do 1-2 SERV H953B TO PL 2006=198' i _ �EX. 2-2 1/2" (160) � ' � - � � 0211 TO X0210 _ o \ EX. 1-3" (44') 2006 - = MAX PULL _ =696' HH TO CAP 148K 1.64KVA _ \ � \ \ - - \yo VD=1.33% _ 2000 FL=2.30% _ -- 2004 2002 - OC �; _ - - 100 FTFYI \ �o '� s s $ UNDERGROUND SERVICE ALERT 55 ® Dial 811 9� 00 1' - Call USA NOTE: ® -PTC REQUIRED. (ROUTE 4) SX -TRAFFIC CONTROL REQUIRED. S�� \ �p F� S G v� 37.00KW 43.53KVA 2008 0 VD=3.04% -___ 2.06K164KA _ 11 4g' - _ F 1953B TO PANEL 2008 W OCEAN FRONT IN: 49' 3-1/C 2-1/0 do 1-#2 SERV. For Underground Locating g g . G 2 Working Days Before You Dig ® EX: X5100210 PULLBOX X'� p F,� 8 2'x3'x3' 2 - VD-1.34% 2010 FL=2.30% l�o Cl: 12.00KW 9A 14.12KVA EPL \ H953B TO PL 2008 =79' _ A MAX PULL 1 koo F g' Ff �o Ff by ®FQ°A �� IN: 4-1P 6WAY INS BAR (#8-350) Tp 1 3" \ �o� 111 38' ( FL=2.66% \ .o \ SS GPS E yy 42 w CLOCK H953B TO PANEL 2010 W OCEAN FRONT J IN: 38 3-1/C 2-1/0 & 1-#2 SERV. PvGo w 159k 11 EPL H953B TO PL 2010=83' SGP -- — VV --- \� \ = MAX PULL =696' 04 `y ® --_0 SS W 12+55.16 C L OCEAN �� AVE - -- ® d'_ \\ F 11X00 G ' 13+77.19 C/L 20TH ST.00 v. N +00 N G SS W — — � O NOTE: Q' 0 20 40 ��L111 y �� \ E� S� 2' G 1GP S -NO PTC REQUIRED. -NO TRAFFIC CONTROL REQUIRED. INVENTORY MAP NO.'S 6 W 27-11B-2 28-11A-9 29-11A-7 — — - - -- - ------ Cl: HH H953B 27-116-1 28-11D-1 29-11C-1 28-11A-2 28-11D-4 29-11C-4 ° % - --------------;---------- oo -S W \ z o X s 18 1 /2"x31' x24" (FULL TRAFFIC) IN: 3-1P 6WAY INS BAR (#8-350) 28-11A-3 28-11D-7 29-11C-5 28-11 A-6 28-11D-8 29-11C-8 L 159+12.38 C/L BALBOA BL D. 06+11.09 C/L OCEAN AVE. ��o ``' �o EX. 1-4" (372') CUST THOMAS GUIDE MAP NO.'S \ P5268 TO X5898 EX. 1-2 1ST (161') EX• COMFORT STATION O.C. 888-G6 O.C. 888-G7 O.C. 888-H7 FINAL DESIGN O.C. 918-H1 9 EX: 790834E POLE EX. 1-2 1/2' (158') 50 CLASS 4 EX. 2-3" (,72') CONTRACT PLANNER: BRANDON ADNAMS/ASP APPROVED FOR CONSTRUCTION 714-893-2405 RM: 1-RISER 3" PHONE: DISTRICT PROJ. MGR. TODD PEARCE PLANNER ED MERCADO SR NO. 33-HUNTINGTON BEACH PHONE 714-973-5817 PHONE 714-870-3242 2722"5 ° LL (ABND) 0834E TO X0210 17' 1-2 1/2" 40 834E 32' 1-2 1/2" UP 40 \ 69 21.00KW 24.71 KVA VD=1.52% DATE REVISION DESCRIPTION APPROVED DRAWN CHECKED FOREMAN TRUCK NO. P/E INVENTORY MAP NO. THOMAS GUIDE GRID NO. DESIGN NO. SEE ABOVE SEE ABOVE 1175386 Y BY-PASS EXISTING TLM J.P.A. N0. ASSOCIATED DESIGN NO. CSD 140 N CODE CHANGE TO CHECKED M-OAD 1173387 01 ° RM: 49' 3-4/0 1-1/0 90 \ \ c�S \ PRODUCT/SAP NO. PRODUCT/SAP NO. PRODUCT/SAP NO. M1574917 M1574918 0 PROPOSED CONSTRUCTION (LOCATION) 2019 RULE 20A - SNEAD 12KV (PHASE 3) L F SCE CH 11/18/19 SCE/EM ASP 53242 VARIOUS LOCATIONS P 09/30/19 M. CARPENA NEWPORT BEACH B 01/29/16 HM/BS HM/GA SHEET JOB NO. o TYPE APPROVED BY DATE CHECKED BY DRAWN BY PAX # 1 1 7 3 3 8 6 3 3 Southern California Edison Company of 0 36TH ST. BALD OA BL. dols 37TH ST. 35TH ST. 34TH ST. 33RD ST. dols dols _ e o TRAFFIC REQUIREMENTS: 32,N0 ST o �I 31ST ST. Vault Construction: Balboa Blvd. between 33rd St. and 36th St.: Maintain min. one lane of traffic in each direction during construction. Balboa Blvd. between 23rd St. and 32nd St.: Southbound Balboa Blvd. maybe closed to through traffic during this phase of work. Local access shall be maintained at all times. No interference with northbound traffic at anytime. Conduit Installation (Traffic and roadways to be restored at end of each work day): Balboa Blvd: Maintain min. one lane of traffic in each direction during working hours. Seashore Dr. at Balboa Blvd.: Maybe closed during working hours when work takes place within the intersection. 23rd St. at Balboa Blvd.: Maintain min. one outbound lane during working hours. Newport Blvd.: Maintain min. one lane of traffic in each direction. Working Hours : to be approved by City of Newport Beach TRAFFIC CONTROL PLAN GENERAL NOTES: A. It is the responsibility of the contractor performing work on a public street to install and maintain the traffic control devices as shown herein, as well as any such additional traffic control devices as may be required to insure the safe movement of traffic and pedestrians through or around the work area and provide maximum protection and safety to construction workers. B. All delineators shall be equipped with reflective band at night time. C. The contractor shall notify City of Newport Beach at least five working days in advance of implementing any construction detour. D. All signs, delineators, barricades, etc. and their installation shall conform to the State of California Standard Specifications latest edition, the California Manual on Uniform Traffic Control Devices (CA MUTCD) 2014 Revision 4 Edition and the Work Area Traffic Control Handbook (WATCH, latest Edition). All traffic control devices shall be in new or like new condition throughout the life of the project. E. City of Newport Beach reserves the right to observe these traffic control plans in use and to make any necessary changes as field conditions warrant. Any changes shall supersede these plans and be done per CA MUTCD with the approval of City Engineer. Revised traffic control plans may be required by City. Exact location of all equipment and traffic control devices shall be determined by the Engineer. F. Contractor shall notify Orange County Transportation Authority (OCTA) at (714)265-4330 or any other affected transit services at least five working days prior to construction. G. For delineation to indicate the new required vehicle path, use pressure sensitive traffic marking tape and/or typical striping paint and/or raised pavement markers to supplement the channelizing devices, delineators, reflectorized signs, and barricades. Tape markings shall clearly represent lane marking. Paint/tape shall be refreshed during construction as directed by City. H. All traffic control devices, stripes, markings, legends and raised pavement markers shall conform to 2014 California MUTCD, Caltrans Standard Plans, and Standard Specifications (most recent edition). I. All traffic control devices shall be kept in their proper position at all times, and shall be repaired, replaced, or cleaned as necessary to preserve their appearance and continuity. 30TH ST. dO1S 29TH ST. dO1S RP PROJECT VICINITY MAP NOT TO SCALE SS1 I I; BALBOA BL. J o 2zND t � a 28TH ST.' 27TH ST. 26TH ST. 25TH ST. 24TH ST. J. All conflicting stripes, pavement markings and legends and raised pavement markers shall be completely removed by abrasive blast cleaning or other method approved by the engineer prior to any change in the traffic pattern. K. All traffic lanes shall have a minimum of 5 feet clearance from open excavations and a minimum of 2 feet from vertical obstructions. Open trench with less than five feet of clearance shall be protected by K—rail barriers/temporary crash cushions installed per Caltrans Standards. L. Contractor shall provide flaggers as deemed necessary by Engineer. M. Contractor shall notify all affected residents and businesses five working days prior to construction. N. All advanced warning signs shall be equipped with flags during day time working hours and with warning lights at night. 0. Traffic signals shall remain in operation at all times. Conflicting traffic signal indications shall be covered and signal operation during each construction phase shall be coordinated with and approved by the City Engineer. P. Place additional "LANE CLOSED" (C30) signs on Type II barricades at 100 foot intervals throughout extended work areas in each lane that is closed. Install "OPEN TRENCH" (C27) signs whenever an open excavation area exists adjacent to the traveled way. Q. All temporary traffic control devices shall be removed following completion of each construction stage and the permanent traffic control devices shall be restored by the contractor upon completion of each phase of work. R. Contractor shall replace/repair all damaged striping with temporary striping or raised pavement markers at end of each working day. S. Contractor shall comply with the requirements of the American Disability Act Accessibility Guidelines and with the California Accessibility Guidelines as related to pedestrian access and shall maintain pedestrian access at all times per ADA requirements. Sidewalk closure/detour shall comply with the CA MUTCD standards. T. Contractor shall cover or remove all conflicting signs. U. Contractor shall post "symbol" uneven lanes, "Steel Plates Ahead" or "Bump" signs, for pavement surface disruptions of 1/2 in. or greater. Pavement disruptions of 1 in. or greater shall have beveled edge of four(4) horizontal to one(1) vertical along the shoulder and min. ten (10) horizontal to one (1) vertical within vehicular travel way. All ramp transition shall be approved by City. V. Contractor shall install "CAUTION STEEL PLATES AHEAD" and/or "ROUGH ROAD" signs in advance of steel plate bridging. W. When work requires the use of steel plates, they shall be of the non—skid type, recessed to be flush with the pavement surface, pinned to be secured in place and installed in accordance with Caltrans standards. Advance warning signs shall be implemented for the entire duration of time the steel plates are in place. �ROFESS/pN� D -I rri z NNO 1429 EXP 12-31-20 AFFIC \� OF CAL BALBOA UNDERGOUND, CONCEPT T320-3 23RD ST. ALLEY 21 ST ST. )—A—\ — Q Q n J o 2zND t � a 28TH ST.' 27TH ST. 26TH ST. 25TH ST. 24TH ST. J. All conflicting stripes, pavement markings and legends and raised pavement markers shall be completely removed by abrasive blast cleaning or other method approved by the engineer prior to any change in the traffic pattern. K. All traffic lanes shall have a minimum of 5 feet clearance from open excavations and a minimum of 2 feet from vertical obstructions. Open trench with less than five feet of clearance shall be protected by K—rail barriers/temporary crash cushions installed per Caltrans Standards. L. Contractor shall provide flaggers as deemed necessary by Engineer. M. Contractor shall notify all affected residents and businesses five working days prior to construction. N. All advanced warning signs shall be equipped with flags during day time working hours and with warning lights at night. 0. Traffic signals shall remain in operation at all times. Conflicting traffic signal indications shall be covered and signal operation during each construction phase shall be coordinated with and approved by the City Engineer. P. Place additional "LANE CLOSED" (C30) signs on Type II barricades at 100 foot intervals throughout extended work areas in each lane that is closed. Install "OPEN TRENCH" (C27) signs whenever an open excavation area exists adjacent to the traveled way. Q. All temporary traffic control devices shall be removed following completion of each construction stage and the permanent traffic control devices shall be restored by the contractor upon completion of each phase of work. R. Contractor shall replace/repair all damaged striping with temporary striping or raised pavement markers at end of each working day. S. Contractor shall comply with the requirements of the American Disability Act Accessibility Guidelines and with the California Accessibility Guidelines as related to pedestrian access and shall maintain pedestrian access at all times per ADA requirements. Sidewalk closure/detour shall comply with the CA MUTCD standards. T. Contractor shall cover or remove all conflicting signs. U. Contractor shall post "symbol" uneven lanes, "Steel Plates Ahead" or "Bump" signs, for pavement surface disruptions of 1/2 in. or greater. Pavement disruptions of 1 in. or greater shall have beveled edge of four(4) horizontal to one(1) vertical along the shoulder and min. ten (10) horizontal to one (1) vertical within vehicular travel way. All ramp transition shall be approved by City. V. Contractor shall install "CAUTION STEEL PLATES AHEAD" and/or "ROUGH ROAD" signs in advance of steel plate bridging. W. When work requires the use of steel plates, they shall be of the non—skid type, recessed to be flush with the pavement surface, pinned to be secured in place and installed in accordance with Caltrans standards. Advance warning signs shall be implemented for the entire duration of time the steel plates are in place. �ROFESS/pN� D -I rri z NNO 1429 EXP 12-31-20 AFFIC \� OF CAL BALBOA UNDERGOUND, CONCEPT T320-3 23RD ST. ALLEY 21 ST ST. )—A—\ BALBOA CLOSED @ 32ND ST. (date) TO (date) DETOUR USE NEWPORT TO BE POSTED 2 WEEKS PRIOR TO CLOSURE & DURING CLOSURE. R AVE. SUPE_R BALBOA CLOSED Q 32ND ST. (date) TO (date) DETOUR USE NEWPORT TO BE POSTED 2 WEEKS PRIOR TO CLOSURE & DURING CLOSURE. SS1 of - �C CO fd I Y BALBOA CLOSED 32ND ST. (date) TO (date) DETOUR USE NEWPORT TO BE POSTED 2 WEEKS PRIOR TO CLOSURE & DURING CLOSURE. (TO BE PLACED ON SIDEWALK MAINTAIN 5' MIN. SIDEWALK AT ALL TIMES.) LEGEND: RIt-ZR R �t� 0 c� 44TH ST. n� z Of RIp 0 46TH ST. 45TH ST. b EXISTING SIGN H TYPE THREE BARRICADE • DELINEATOR WITH REFLECTIVE TAPE (DOUBLE BASE) BALBOA CLOSED @ 32ND ST. (date) TO (date) DETOUR USE NEWPORT TO BE POSTED 2 WEEKS PRIOR TO CLOSURE & DURING CLOSURE. ADVANCE WARNING SIGN PLACEMENT FOR SIB BALBOA BL. CL 0 S URE 32ND ST. TO 23RD ST. NOT TO SCALE PLAN 32ND ST. 30TH ST. B���T d• 43RD ST. 42ND ST. 41ND ST. 40TH ST. 39TH ST. 38TH ST. 36TH ST. 35TH ST. 34TH ST. 33RD ST. 29TH ST. SS1 T 4 BALBOA BL. 4 BALBOA BL. p p��T BL as ms x ms o� m =as; =as a a �,» :— � - � � e e • _ m , mss = dog o Q ., D vxr - e 4 -- Vo) �� � x.:. re a—x.—ami S1nP + : •> e /. .•' j \ j SI07� - SIS U 0 4 4 4 SS1 ov f 4 4 r SS1 v,„aS F SS1 a 37TH ST. 31ST ST. 28TH ST. 27TH ST. 26TH ST. 25TH ST. 241 ST. BALBOA CLOSED @ 32ND ST. (date) TO (date) DETOUR AHEAD TO BE POSTED DURING CLOSURE. BALBOA CLOSED @ 32ND ST. (date) TO (date) DETOUR USE NEWPORT TO BE POSTED 2 WEEKS PRIOR TO CLOSURE & DURING CLOSURE. BALBOA CLOSED @ 32ND ST. (date) TO (date) DETOUR AHEAD TO BE POSTED DURING CLOSURE. ARROW BOARD O SIGNALIZED INTERSECTION DIRECTION OF TRAVEL POST NO STOPPING SIGNS QRpFESS/pv9 D FLAGGERS ����a PJ`kU l � � Z ONE WAY w rn m N0. 1429 cMs Exp 12-31-2 PORTABLE CHANGEABLE MESSAGE SIGN (EXACT LOCATIONS & MESSAGES 9TF TRAFFIC �R�\ TO BE DETERMINED BY CITY.) Of- CAL�F BALBOA UNDERCOUND, CONCEPT T320-3 SPECIAL SIGN(SS1): SOUTHBOUND BALBOA CLOSED 32ND ST. TO 23RD ST. (dates) USE ALT. ROUTES ? : phone # 5” LETTERING. BLACK ON ORANGE SIGNFACE. TO BE POSTED 2 WEEKS PRIOR TO CLOSURE. S/B BALBOA BL. CLOSURE DURING VAULT CONSTRUCTION. 23RD ST. r/c u 37TH ST. « - m LEGEND: b EXISTING SIGN H TYPE THREE BARRICADE DELINEATOR WITH REFLECTIVE TAPE (DOUBLE BASE) ARROW BOARD O SIGNALIZED INTERSECTION DIRECTION OF TRAVEL POST NO STOPPING SIGNS FLAGGERS ONE WAY cMs PORTABLE CHANGEABLE MESSAGE SIGN (EXACT LOCATIONS & MESSAGES TO BE DETERMINED BY CITY.) 35TH ST. r/c I i� BUS STOP r/c 0 o o F11- 1'( R3-18 o b N. S. A. T. T R6-2 BUS SI P STOP R1-1 r/c TRAFFIC CONTROL CONCEPT PLAN VAULT INS TALLA TION BALBOA BL. AT 35TH ST. 36TH ST. ALLEY 35TH ST. ALLEY 34TH ST. ALLEY 0 � m 0 o � o R3-18'� W11� --------------------- ALLEY TRAFFIC CONTROL CONCEPT PLAN VAULT INS TALLA TION BALBOA BL. AT 34TH ST. 34TH 1� 0 m� 0 Wii R6-1R 3-18 H W1 — ( ) R ST. ALLEY BALBOA B R6-2 (30 MPH) H r/c b NO STOPPING ANY TIME W3-3 C/c 33RD ST. ALLEY do -S m x � o 1 a R4-7 R3-18 0 — R3-18 R4-7 0 ---- -------------- —-------�------------ NO STOPPING ANY TIME 6-2 b NO STOPPING ANY TIME T * R2-1(30) SI P R1-1 50 0 50 100 150 GRAPHIC SCALE 1" = 50' C/c QRpF ESS/o/k 0 /v (J lel tr �C2- z m rn cy- N0. 1429 EXP 12-31-20 SA TRAFFIC TF OF CALlF BALBOA UNDERGOUND, CONCEPT T320-3 R1-1 UU J r/c 0 � m o BUS STOP R9-3 C/c J m R3-18 R3-18 R — I N. S. A. T. p a R3-2 R3-1 R9-3 b R3-1 r/c R5-1� R5 -1a El 5-1 uu 5—la TIL a r/c n \ �I I7 B \1 �iinm W11-2 LINO AINO PED r/c r C/c F L r/c B R81 BUS STOP R9-3 C/c J m R3-18 R3-18 R — I N. S. A. T. p a R3-2 R3-1 R9-3 b R3-1 r/c R5-1� R5 -1a El 5-1 uu 5—la TIL a r/c n \ �I I7 B \1 �iinm do �� ST O,p A'Ic 9,1,E \ 0Y R81 ° \ P.M.Z. �G —4 R3-4 R4-7/Gv 32ND ST. a R3-4 � MATCH LINE O r/c rao R4-4 B"KE O : CONTRACTOR SHALL REMOVE EX. R9-3c� NO PARKING/STREET SWEEPING SIGNS 3- 4 ® (3) AND REPLACE WITH NEW TOW—AWAY— Q" NO—STOPPING ANYTIME SIGNS (3). ss1 3NV7 Old Po -I- Bll(E R1-2 I R81 r/c (Q W11-2 � UNIX ® RELOCATE BUS STOP WITH ' ' r/c r A NEW TALLER POST. NEW TEMP. CONTRACTOR SHALL COORDINATE WITH BUS STOP OCTA (714-560-5883) TO RELOCATE I y BUS STOP & BUS ROUTES PRIOR TO MATCH LINE j CONSTRUCTION. w»—i W1 6-1 100' T I REMOVE EX. BIKE LANE r/c DETAIL 39A R3-1 r , B ^� R81 33RD ST. 4L r/c, R1-1 do s \ o o R4-7 R3-18 24-7 O O ci r ALLEY 4 1 0 kU F R6-2<� R5 1 -.7 EXP 12-31-20 _yTRAFFIC lF SPECIAL SIGN(SS1): � BALBOA UNDERGOUND, CONCEPT T320-3 • R1-1� SOUTHBOUND R •I el BALBOA R4 /4 CLOSED REMOVE ns r - 32ND ST. TO wt1 1 WI —1 23RD ST. - D (dates) USE ALT. W1-6(R ROUTESH r ? : phone # S?' ssl • 5" LETTERING. BLACK ON T c30 ORANGE SIGNFACE. TO BE r POSTED 2 WEEKS PRIOR e TO CLOSURE. 09 O� XING 33RD ST. 4L r/c, R1-1 do s \ o o R4-7 R3-18 24-7 O O ci r ALLEY _63-18 r/c r/c R2-1(30) R1-1 r/c a r/c I LR18 6-2 b NO STOPPING ANY TIME N. S. A. T. p a R2-1(30) R3-1 R9-3 P R1-1 R3-2 p R5_1 R3-1 /c -- BUS R5 —1a El 5-1 STOP u 5— la TL /c TRAFFIC SIGNAL TIMING/PHASING c �iB Boa 3X18 CHANGES TO BE DONE BY CITY. r/c ALLEY r/c VAULT BALBOA BL. (30 MPH) 53 b W11-2 W16 -9P R2-1(30) R1-1 31ST ST. 0 TRAFFIC CONTROL CONCEPT PLAN FOR VAULT INS° TALLA TION SIB BALBOA BL. CL 0 S URE 32ND ST. TO 28TH ST. 30TH ST. ALLEY r/c W53 b W11-2 W16 -7P R1-1 ALLEY . 29TH ST. r/c'` \ VAULT S/B BALBOA PL. CLOSURE 50 0 50 100 150 GRAPHIC SCALE 1" = 50' QROFESS/pN9 4 1 0 kU F z ARM, -.7 EXP 12-31-20 _yTRAFFIC lF �F CALIF BALBOA UNDERGOUND, CONCEPT T320-3 _63-18 r/c r/c R2-1(30) R1-1 r/c a r/c I LR18 6-2 b NO STOPPING ANY TIME N. S. A. T. p a R2-1(30) R3-1 R9-3 P R1-1 R3-2 p R5_1 R3-1 /c -- BUS R5 —1a El 5-1 STOP u 5— la TL /c TRAFFIC SIGNAL TIMING/PHASING c �iB Boa 3X18 CHANGES TO BE DONE BY CITY. r/c ALLEY r/c VAULT BALBOA BL. (30 MPH) 53 b W11-2 W16 -9P R2-1(30) R1-1 31ST ST. 0 TRAFFIC CONTROL CONCEPT PLAN FOR VAULT INS° TALLA TION SIB BALBOA BL. CL 0 S URE 32ND ST. TO 28TH ST. 30TH ST. ALLEY r/c W53 b W11-2 W16 -7P R1-1 ALLEY . 29TH ST. r/c'` \ VAULT S/B BALBOA PL. CLOSURE 50 0 50 100 150 GRAPHIC SCALE 1" = 50' QROFESS/pN9 4 1 0 kU F z Lu NO. 1429 m rn EXP 12-31-20 _yTRAFFIC lF �F CALIF BALBOA UNDERGOUND, CONCEPT T320-3 ALLEY r/c T�71 r/c STOP ,53 0 1 VAU LT R1—, I ASld Nl LEGEND: 11 : EXISTING SIGN H TYPE THREE BARRICADE • DELINEATOR WITH REFLECTIVE TAPE (DOUBLE BASE) ARROW BOARD O SIGNALIZED INTERSECTION DIRECTION OF TRAVEL POST TOW AWAY NO STOPPING ANYTIME SIGNS FLAGGERS ONE WAY cMs PORTABLE CHANGEABLE MESSAGE SIGN (EXACT LOCATIONS & MESSAGES TO BE DETERMINED BY CITY.) BUS STOP /c I c 28TH ST. ALLEY it R1 -W53 27TH ST. 33RD ST. 4� r/c R4-7 � do1s \ J \ L r ALLEY o o R4-7 R3-18 0 m r � - o r_4_6b NO STOPPING ANY TIME QT R2-1(30) r/c SEE SHEET 6 FOR DETOUR PLAN. 32ND ST. T � XING L w11-2 AlNO 00 PED r/c BUS STOP R9-3 r/c d m N.S.A.T. p R3-2 R3-1 TRAFFIC CONTROL CONCEPT PLAN FOR VAULT INS TALLA TION SIB BALBOA BL. CL 0 S URE 28TH ST. - 23RD ST. SEE SHEET 4 �F FOR TRAFFIC CONTROL / L ON 32ND ST. B R8, BALBOA BL R3-18 R9-3 r/c R2-1(30) R1-1 r/c 4 r/c I 0 I � R3-18 R – R6 -1(R) � o — ---US ----------------------------------------- R5-1— R3-1 c b o R5 –la gQ 5-1 ESTOP r/c u 5-1a 53 p W11-2 p TIL a STOP R1-1 W16 -9P R2-1(30) /c �I17 B 31D00 3NI9 S/B BALBOA BL. CLOSURE r/c ALLEY 31ST S T. ok- J L r 1 T J a ALLEY r T co 1 L 1 BUS r/c J 00, 4= 4 / 28TH ST. LEGEND: a EXISTING SIGN H TYPE THREE BARRICADE • DELINEATOR WITH REFLECTIVE TAPE (DOUBLE BASE) ARROW BOARD O SIGNALIZED INTERSECTION DIRECTION OF TRAVEL POST NO STOPPING SIGNS FLAGGERS ONE WAY cMs PORTABLE CHANGEABLE MESSAGE SIGN (EXACT LOCATIONS & MESSAGES TO BE DETERMINED BY CITY.) S/B BALBOA BL. CLOSURE Al All a pyjrff VA a 01 WA PA FA L J W53 17 R1-1 VAULT ALLEY 27TH ST. ALLEY 26TH ST. 30TH ST. ALL ALLEY a SLOP D i. a 29TH ST. R1-1 IdM r/c � r/c � LIJ z a � U S—to P R1 �d53 \G V L 7 ` j L T O I IIIIII O � R2-1(30) r/c —J \ JSoe 5e I,INN T � r \L J l I – c T o R2-1(30 W53 - R1-1 I I a Q r/c I / g/° � _I ^' 2 S RAISED MEDIAN O VAULT r/c a _Cc IQ- 5 / � .yam ALLEY 25TH ST. ALLEYr/c— — — 24TH ST. e' I c t T ��51a PM? 9/c ALLEY ONLY G z ' a _ S/B BALBOA BL. CLOSURE g/� r/� F RAISED MEDIAN S/B BALBOA BL. CLOSURE ALLEY 23RD ST. 50 0 50 100 150 GRAPHIC SCALE 1" = 50' QRpFESS/pN9 PJj0 Z m Lu Lu NO. 1429 * EXP 12-31-20 S� TRAFFIC lF OF CA 1F BALBOA UNDERGOUND, CONCEPT T320-3 0 rr tS''a CO R1-1 R1-1 �20� R1-1 LEGEND: b EXISTING SIGN H TYPE THREE BARRICADE DELINEATOR WITH REFLECTIVE TAPE (DOUBLE BASE) ARROW BOARD O SIGNALIZED INTERSECTION DIRECTION OF TRAVEL POST NO STOPPING SIGNS FLAGGERS ONE WAY cMs PORTABLE CHANGEABLE MESSAGE SIGN (EXACT LOCATIONS & MESSAGES TO BE DETERMINED BY CITY.) 29TH ST. R1-1 R1-1 28TH ST. :: I R1-1 \ 27TH ST. S/B BALBOA BL. CLOSURE QROFESS10 0 k� Z c3 w NO. 1429 m EXP 12-31-20 `rq TRAFFIC TF OF CAI o BALBOA UNDERGOUND, CONCEPT T320-3 I R1-1 26TH ST. TRAFFIC DETOUR CONCEPT PLAN FOR SIB BALBOA BL. CLOSURE 32ND ST. - 23RD ST. I R1-1 25TH ' ST. NOT TO SCALE i 24TH ST. S 23RD ST. LEGEND: b EXISTING SIGN H TYPE THREE BARRICADE DELINEATOR WITH REFLECTIVE TAPE (DOUBLE BASE) ARROW BOARD O SIGNALIZED INTERSECTION > DIRECTION OF TRAVEL POST NO STOPPING SIGNS FLAGGERS ONE WAY cMs PORTABLE CHANGEABLE MESSAGE SIGN (EXACT LOCATIONS & MESSAGES TO BE DETERMINED BY CITY.) r/c R4-7 R4-7 (H W3-1 m R6-2 Stop R1-1 r/c T YP. SIDE S TREE T NO STOPPING ANY TIME TRAFFIC CONTROL CONCEPT PLAN CONDUIT INS TALLA TION BALB OA BL. T YP. CURB LANE/BIKE LANE CL 0 S URE T YP. SIDE S TREE T r/c R1-1 dM W3-1 R5-1 H R6-2 r/c r/c a m a o � _ a 0 0 0 R3-18� W11� a r/c BALB01 ALL (DURING WORKING HOURS) T YP. SIDE S TREE T M T YP. SIDE S TREE T i T YP. SIDE STREET ALLEY a m� a — � a a R6 -1(R) R3-18 b wid I � T YP. SIDE STREET x R3-18 R4-7 \ SIDE STREET MAY BE CLOSED PER WATCH WHEN IN CONFLICT WITH CONSTRUCTION. CONTRACTOR SHALL CLOSE ONE SIDE STREET AT A TIME DURING WORKING HOURS. TRAFFIC CONTROL CONCEPT PLAN CONDUIT INS TALLA TION BALB OA BL. T YP. CENTER S TREE T CLOSURE T YP. SIDE S TREE T 01 F—/L (DURING WORKING HOURS) T YP. SIDE S TREE T <�= - m R6 -1 (R) LEY BUS STOP r/c a a a a a 2 R 1 a N.S.A.T. S SP 2 BUS 4 61 STOP Q r/c 50 0 50 100 150 GRAPHIC SCALE 1" = 50' AL1 T YP. SIDE STREET NO STOPPING ANY TIME ALLEY QROFESS1049 PJ1D kU l F G2 - co c� Z— w N0. 1429 Exp 12-31-20 S� TRAFFIC TF OF CALIFpR BALBOA UNDERGOUND, CONCEPT T320-3 Li T YP. SIDE STREET Ei R6 -1(R) R3-18 R4-7 o ALLEY 18 dMR5-2 BUS R2-1(30) STOP R9-3 i r/c ) r/c �- m o o R3 18 R4-7 R3-18 o cJ� 0 m � � 6-2 b NO STOPPING ANY TIME N.S. A. T. ( R1 —1 R2-1(30) R3-2 R3-1 R9-3 SLOP r/c TRAFFIC CONTROL CONCEPT PLAN FOR CONDUIT INS TALLA TION SEASHORE DR./32ND ST. CLOSURE AT BALBOA BL. (DURING WORKING HOURS) z Q w w w U Z O U ry D O R- W ry O w w O m Q W W U) 34TH ST. rlJ 33RD ST. �I Y 39TH ST. R, R11 PUT TRAFFIC SIGNAL ON ALL—WAY FLASH DURING INTERSECTION WORK. R6-2 ALLEY BUS R2-1(30) STOP o_ 0 R4-7 R3-18 7 ------------------------- m � —2 b NO STOPPING ANY TIME R2-1(30) —1 r/c N.S.A.T. R3-2 R3-1 CONDUIT TRAFFIC DETOUR CONCEPT PLAN FOR SEASHORE DR. /32ND ST. CL 0 S URE AT BALBOA BL. 38TH ST. (DURING WORKING HOURS) R11 R1 1 32ND S T. W11-2 AINO RIND PED r/c r/c � L B �/ R6 -1(R) R9-3 R11 PRIMARY DETOUR FOR SEASHORE DR CLOSURE AT BALBOA BL. li_� co CONTRACTOR TO PROVIDE FLAGGERS FOR PED./BICYCLIST XING DURING THIS PHASE OF WORK. BALBOA BL. (30 MPH) /c R2-1(30) R1-1 a r —� 3— R5-1 R3-1 r/c BUS R5 -1a 5-1 STOP 5-1a r/c �B a 31DOa DO I r/c r/c W N e� r/c o >� o z — — ------------ R1-1 dols m m r-- 36TH ST. R1 1 W11-2 STEP a W1 6 -9P R2-1(30) R1-1 /QRpFESS/ONq� D z QD m w NO. 1429 Do EXP 12-31-20 9 TRAFFIC P \� OF CAL�Fp/ BALBOA UNDERGOUND, CONCEPT T320-3 35TH ST. R11 34TH ST. 33RD ST. BALBOA BL. R11 R11 LEGEND: RE DR SECONDARY FOR SEASHOI AT BALBOA I : EXISTING SIGN H TYPE THREE BARRICADE • DELINEATOR WITH REFLECTIVE TAPE (DOUBLE BASE) ARROW BOARD O SIGNALIZED INTERSECTION DIRECTION OF TRAVEL POST NO STOPPING SIGNS FLAGGERS ONE WAY cMs PORTABLE CHANGEABLE MESSAGE SIGN (EXACT LOCATIONS & MESSAGES TO BE DETERMINED BY CITY.) 32ND ST. O BALBOA BL. co R11 m El R6 -1(R) R3-18 R4-7 �I Y 39TH ST. R, R11 PUT TRAFFIC SIGNAL ON ALL—WAY FLASH DURING INTERSECTION WORK. R6-2 ALLEY BUS R2-1(30) STOP o_ 0 R4-7 R3-18 7 ------------------------- m � —2 b NO STOPPING ANY TIME R2-1(30) —1 r/c N.S.A.T. R3-2 R3-1 CONDUIT TRAFFIC DETOUR CONCEPT PLAN FOR SEASHORE DR. /32ND ST. CL 0 S URE AT BALBOA BL. 38TH ST. (DURING WORKING HOURS) R11 R1 1 32ND S T. W11-2 AINO RIND PED r/c r/c � L B �/ R6 -1(R) R9-3 R11 PRIMARY DETOUR FOR SEASHORE DR CLOSURE AT BALBOA BL. li_� co CONTRACTOR TO PROVIDE FLAGGERS FOR PED./BICYCLIST XING DURING THIS PHASE OF WORK. BALBOA BL. (30 MPH) /c R2-1(30) R1-1 a r —� 3— R5-1 R3-1 r/c BUS R5 -1a 5-1 STOP 5-1a r/c �B a 31DOa DO I r/c r/c W N e� r/c o >� o z — — ------------ R1-1 dols m m r-- 36TH ST. R1 1 W11-2 STEP a W1 6 -9P R2-1(30) R1-1 /QRpFESS/ONq� D z QD m w NO. 1429 Do EXP 12-31-20 9 TRAFFIC P \� OF CAL�Fp/ BALBOA UNDERGOUND, CONCEPT T320-3 35TH ST. R11 34TH ST. 33RD ST. BALBOA BL. R11 R11 LEGEND: RE DR SECONDARY FOR SEASHOI AT BALBOA I : EXISTING SIGN H TYPE THREE BARRICADE • DELINEATOR WITH REFLECTIVE TAPE (DOUBLE BASE) ARROW BOARD O SIGNALIZED INTERSECTION DIRECTION OF TRAVEL POST NO STOPPING SIGNS FLAGGERS ONE WAY cMs PORTABLE CHANGEABLE MESSAGE SIGN (EXACT LOCATIONS & MESSAGES TO BE DETERMINED BY CITY.) 32ND ST. O BALBOA BL. co R11 25TH ST. ALLEY LEGEND: a EXISTING SIGN H TYPE THREE BARRICADE • DELINEATOR WITH REFLECTIVE TAPE (DOUBLE BASE) ARROW BOARD O SIGNALIZED INTERSECTION DIRECTION OF TRAVEL POST NO STOPPING SIGNS FLAGGERS ONE WAY cMs PORTABLE CHANGEABLE MESSAGE SIGN (EXACT LOCATIONS & MESSAGES TO BE DETERMINED BY CITY.) TRAFFIC CONTROL CONCEPT PLAN BALB OA BL. AT 23RD ST. (DURING WORKING HOURS) v 0wr \ L� \ J \o T � O ri° ° O Pu h LAS[ �C NTI — f THIS a 24TH ST. CONDUIT ALLEY 23RD ST. 50 0 50 100 150 GRAPHIC SCALE 1" = 50' J L Z � J tIG h \ T \ y ALLEY QPoFs k/�N °9�F �1�2 � Z m W rn NO. 1429 Exp 12-31-20 sq TRAFFIC ��\P TF OF CAL 1F BALBOA UNDERCOUND, CONCEPT T320-3