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HomeMy WebLinkAboutN2017-0384City o Newport Beach IIp�II II Permit No: N201 T-0384 Civic Beach, CA 92660 IIIIIIIII F t' Permit Counter Phone (949)644-3311 Project No Online inspection Request- www.newportbeachca.gov/Online Services Inspection Requests Phone (949)644-3255 Job Address : 1 PUBLIC ROW NB Thomas:Guide: Description : Eastbluff Drive and Vista Del Sol - Deteriorated Vault Replacement, trench 131 ft in install underground cable, traffic control for approx 3 weeks Parcel # : Legal Desc Owner: ARIZONA PIPELINE COMPANY Contractor: ARIZONA PIPELINE COMPANY Phone: Phone: 760-244-8212 951-270-3100 Address: 2 PR1 7 p15 [ Address: P O BOX 401865 HESPERIA, CA 92340 Contractor State Lic: 423545 Applicant: SOUTHERN CALIFORNIA EDISON License Expire : 06 30, 2018 Phone: 7143292778 [ Address : 7333 BOLSA AVE Business License: BT30049165 Business Expire: 11 30, 2018 Special Cond.: PRE CONSTRUCTION MEETING REQUIRED Workers' Compensation Insurance - - WITH PUBLIC WORKS INSPECTOR Carrier: TRAVELERS PROPERTY CASUALTY Policy No: VTC2JUB9324B862 W. C. Expire: 04 01, 2018 Permit Processing Fee : $241.00 Sewer Connection: $0.00 Agreement Fee: $0.00 4TT Box Cover: $0.00 Traffic control Plan Check : $130.00 Total Water Meters: $0.00 Inspection Fee: $3,300.00 Water Meter Connection: $0.00 Refundable Deposit: $0.00 Total Water Meter Box: $0.00 Street Tree Fee : $0.00 Adjustment: $0.00 Processed By: Date: Utilities Approval : Date Traffic Approval: Date: General Services Approval: Date: Total Fee : $3,671.00 Paid : $3,671.00 Balance: $0.00 Receipt No: Other Department : Date : _/_/_ Permit Denied : Date : / / Issued Permit: Date: / / City of Newport Beach *N2O17-0384* Permit No: N2017-0384` 100 Civic Center Drive, Newport Beach, CA 92660 _ Permit Counter Phone (949)644-3311 Online Inspection Request- www.newportbeachca.gov/Online Project No A SCANNED- e;. tr Services Inspection Requests Phone (949)644-3255 Job Address : 1 PUBLIC ROW NB Thomas:Guide: Description : Eastbluff Drive and Vista Del Sol - Deteriorated Vault Replacement, trench 131 ft in install underground cable, traffic control for approx 3 weeks Parcel # : Legal Desc Owner: ARIZONA PIPELINE COMPANY Contractor : ARIZONA PIPELINE COMPANY Phone: Phone: 760-244-8212 951-270-3100 Address : Address : P O BOX 401865 HESPERIA, CA 92340 Applicant: SOUTHERN CALIFORNIA EDISON Contractor State License Expire : Lic: 423545 A 06 30, 2018 ` COMPLETED Phone: 7143292778 [ Address : 7333 BOLSA AVE Business License: BT30049165 Business Expire : 11 30, 2017 Special Cond.: PRE CONSTRUCTION MEETING REQUIRED Workers' Compensation Insurance - - WITH PUBLIC WORKS INSPECTOR Carrier : TRAVELERS PROPERTY CASUALTY Policy No: VTC2JUB9324B862 W. C. Expire: 04 01, 2018 Permit Processing Fee : $241.00 Sewer Connection : $0.00 Total Fee $3,671.00 Agreement Fee : $0.00 4TT Box Cover: $0.00 Paid : $3,671.00 Traffic control Plan Check : $130.00 Total Water Meters: $0.00 Balance: $0.00 Inspection Fee : $3,300.00 Water Meter Connection : $0.00 Receipt No: Refundable Deposit: $0.00 Total Water Meter Box: $0.00 Street Tree Fee : $0.00 Adjustment : $0.00 Processed By: Date: _/_/_ Other Department : Date Utilities Approval : Date : _/_/_ Permit Denied Date 7� "'/ /-40 /7 Traffic Approval : Date : _/_/_ Issued Permit : Date : General Services Approval : Date : _/_/_ f, R E ,� �( E rc NMP TAT f aS+'4 k�P KIr. i; W y F+`�Y�.B r•�Fh OR T� r° �� s�,'"c,u,,h s, 7".;r����x�.>af��,�,tL��,�.. �„iE�E��e'l�I�L�I�•$, ,�....r..t ,� ,��n��,+�. ,z���fit�r�`, COMPLETE T BELOW INFORMATION PROJECT ADDRESS: Eastbluff Dr & Vista Del Sol DETAILED DESCRIPTION OF PROPOSED WORK (include measurements): Deteriorated Vault Replacement - V5102989 - Goldwater 12KV Replace vault 5102988, trench approximately 131' to install underground cable. Traffic control will be set up per the attached plan. Approximately 3 weeks of work. TD#1136077 APPLICANT:Southern California Edison -Monica Phone:714-329-2778 Email Address: monica.balderas@sce.com Mailing Address:7333 Bolsa Ave City/State/Zip: Westminster, CA 92683 OWNER: Phone: Email Address: Mailing Address: City/State/Zip: Frn u t7NFQRMATf0KM,RE WRI9D R E%�.x�E ONIRLETE,:'.`,,,,,., CONTRACTOR: Arizona Pipeline Office Phone:760-244-8212 Company (if different): lJobsite Phone: Other Phone:951-270-3100 Email Address: Mailing Address: PO BOX 401865 city/state/zip: Hesperia, CA 92340 State License Number & Class: i Z�)Expires: City Business License Number: Expires: WORKERS COMPENSATION INSURANCE - Certificate of Insurance (Section 3800 Labor Code) Company: Policy No: Expires: REFUNDABLE DEPOSIT INFORMATION (IfApplicadle): Refund Payable To: Mail Refund To: E, FOROFFICEMSE.O",Y Special Conditions of Permit Gv\ ADDITIONAL APPROVAL REQUIRED FROM THE FOLLOWING DEPARTMENTS Utilities: General Services: Traffic: Fire: 0 Other: Engineer: PWS: Date: -7 2l� �I Permit No. -011— 6 f:/userslpbwlshamd/enemacNmasfels/epwol sheelxls Public Works Department 949-644-3311 3300 Newport Boulevard, Newport Beach, CA 92663 TD1136077 Permit Processing Fee: Qty. Inspection Fee: Public Works Only $241.00 = Public Works Field Inspection $165.00 Other Department $275.00 Utilities Field Inspection $121.00 General Services Inspection MEW Agreement Fee: Preparation of Report/Agreement Document Recordation Fee $817.00 $192.00 Water Quality/Artificial Turf Inspection Refundable Deposit: $108.00 TBDB Monitoring Wells $502.00 Improvements TBD Street/AlleylWalk Closure: $65.00FM Newspaper Rack Inspection $108.00 Traffic Control Plan Check 8-1/2" x 11" $65.00 i Sewer Connection Fee $250 00� 24" x 36" $143.00 4TT Box & Cover $64.00 Additional _ _ THE FOLLOWING ITEMS REQUIRE APPROVAL FROM THE Revenue Division `]Approval'. REVENUE DIVISION PRIOR TO PAYMENT OF FEES Qty. O ) Water Meter: Installation Charge , $528 00 i 3/4"Meter $%25 Water Meter Boxes: 1 ' 1" Meter 11/2"Meter $121.50 $285.00 For Parkway & Sidewalk Area (Box + Cover = Cost) 1"Meter. 13.00+37,00 $50.o0B' : 1 1/2" Turbine Meter $700.00 2: Meter: 27.00 + 61.25 $88.25 2" Meter $425.00 2" Turbine Meter 3"Meter $845.00 $3,310,00 For Traffic & Alley Areas (Box + Cover = Cost) 1'Meter 93.00+38.00 $51.00 I 4" Meter $4,730.00 2" Meter: 27.00 + 162.00 $189.00 6" Meter 7.190 00 `, r Certificate of Compliance Fee (+100%of hrly over 3 hrs) $288.00 5200-5029 Development Services Fee (Plan check hourly) $155.00 5200-5015 Final Tract Map Checking Fee $2,488.00 5200-5026 Final Parcel Map Checking Fee - Moderate $2,488.00 5200-5027 Lot Line Adjustment Fee $1,079.00 5200-5028 Park Dedication Fee Zone _ TBD 405-470_ Street Easement/VacationFee (+100%ofhriyover 4hrs) $1,022.00 5200-5031 Street Tree Fee ($700 Planting Fee) ------------------------------------------------------------------ TBDI 030-2284 Engineering Tech: To Amount Due: al For Finance use only A- � 3, bri I.10 Permit Specialist Receipt No. f:/users/pbw/shemdlencreach/masters/ep fmnl and back masters/ Rev. 1/5/2017 weesheet.xls-revised 10121/2016 TERMS AND CONDITIONS OF ENCROACHMENT PERMIT 1, Encroachment Permits may be taken out by the owner of benefited property,or a licensed contractor. A licensed contractor must provide a "Letter of Authorization" to allow another party to pull a permit. An approved copy of t e permit and construction plan shall be kept at the job site at all times. Work, which has been done prior to issuance a permit, is subject to rejection/fine. City reserves the right to void permit if work does not commence within 30 days after date of issuance. 2. The Permittee agrees to defend, indemnify and hold the City, its authorized agent, officers, representatives and employees harmless from any responsibility, liabiljty, suit or action of any description arising out of any accident, loss or damage to persons or property occurring as a result of work undertaken under this permit. 3. All work shall be done in accordance with the approved plans, Standard Special Provisions and Standard Drawings of the City of Newport Beach, and in compliance with all applicable State laws and City ordinances. 4. Permittee guarantees all work performed under this permit to be free of hidden and latent defects. Any failures shall be corrected within two weeks after notification to the satisfaction of the Public Works Director. 5. A valid State licensed contractor must perform all construction within the public right-of-way, unless waived by the Public Works Director- A valid State Contractor License Class A can perform any work in the public right-of-way. For construction or connection to water lines a valid State Contractor License Class C-34 is required. For construction or connection to sewer lines a valid State Contractor License Class C-42 is required. 6. All trenching and/or resurfacing shall conform to City Standard 105-L for parkway/roadway and City Standard 140-L, in the alley, where a minimum half -alley width resurfacing shall be provided, unless otherwise directed by the Public Works Dept. Contractors shall obtain permits to perform excavation or trench work from the California Division of Industrial Safety prior to commencing underground construction as required by State law. Walls and faces of all excavations over 5 feet in depth shall be protected by a shoring system, sloping of the ground, or other equivalent means. Trenches less than 5 feet in depth shall be guarded when hazardous ground movement may be expected. 7. The Public Works Department Inspectors must inspect all work in the Public right-of-way. Forms and subgrade must be inspected and approved before concrete is ordered/poured. Sewer, pipelines, and subgrade construction must be inspected and approved before backfilling, or applicant may be required to excavate site. Separate Utilities Department or General Services Department inspections may be required depending on scope of work performed. 8. All trench restoration must be inspected by the Public Works Department. No utility installation(s) shall be allowed over or within 5 feel of any City utilities, unless approved by the Public Works Department. Locate and pothole existing City -owned utilities fie: water, sewer, or street lighting conduits) to verify locations. Maintain a one -foot clearance over or under existing City -owned utilities. Sewer cleanouts require VCP or PVC SDR35 be used with a 4TT box, over the riser. 9. Property lighted barricades must be provided and maintained around all trenches, excavations and obstructions. All signs, flags, lights and other warning and safety devices shall conform to the requirements of the current "Martial=Df Warning Signs, Sights and Other Devices for the Use in Performance of Work Upon Highways", issued by the California Department of Transportation. If needed,barricades can be obtained from the City at a charge of $10.00 per barricade per day, with a minimum charge of $35.00. It is the responsibility of the applicant to place barricades to protect the general public. Access to fire hydrants must be maintained at all times. 10. Work within or near beach sensitive areas will not be allowed during, City holidays, spring break, Memorial Day weekend, summer between June 15 and September 15, and during the holiday season from December 19 to January 1, unless approved by the Public Works Department. 11. Any work that extends into traffic or parking lanes and impedes the normal flow of traffic requires the applicant to acquire a Temporary Street Closure Permit from the Public Works Department. Access for fire, police and emergency vehicles must be maintained at all times. Traffic Control must be per Work Area Traffic Control Handbook (WATCH). No nighttime traffic lane closures, unless prior approval has been granted. Any lane(s) closure on a major street will only be allowed between 9:00 a.m. and 3:00 p.m. (Monday thru Friday), unless approved by the Public Works Department. Any work affecting the State Highway's traffic or within the State Highway right-of-way will require a Caltrans Permit. All vehicles shall be lawfully parked. 12. This permit does not authorize the closure of sidewalks, streets, or alleys for construction access, storage of materials, or parking of construction vehicles unless detailed on an attached Temporary Street Closure. 13. Applicant must notify USA at 1-800-227-2600 2 days before starting any underground construction. Applicant must notify all affected residents 24 hours in advance of restricted access and any inconveniences. 14, Refuse or unused materials shall be removed within 24 hours after completion of the work. If not removed, the City may remove and bill the applicant. Coordinate alley closures with City's refuse pick-up days by calling 949-644-3066 for the collection schedule so service is not interrupted. To place a dumpster or materials in the public right-of-way, a Temporary Street Closure Permit must be obtained from the Public Works Department. WORKER'S COMPENSATION INSURANCE (Section 3800 Labor Code) certify that I have a Certificate of consent to self -insure, Certificate of Wo'rker's ppensation Insurance, or a Certified Copy tt�tereof. n ante: 7" L' ` % Signature: r/ iyl. / L CERTIFICATE OF EXEMPTION (Section 3800 Labor Code) I certify that in the performance of the work under this permit, I shall not employ any person so as to become subject to California Worker's Compensation Laws. If, after signing this certificate I become subject to the Worker's Compensation provisions of the State Labor Code, I must comply with the provisions of Section 3700 or this permit shall be deemed revoked. Date: Signature: CONTRACTOR LICENSE EXEMPTION As the Owner of the benefiting property, I certify I am personally performing all work in the Public Right -of -Way. Date: Signature: HOLD HARMLESS STATEMENT I understand that I am locating minor encroachments within the City Right-of- Way/Easement. As property owner it is my responsibility to maintain the encroachments. I will be responsible for replacing the improvements if the City removes them for maintenance of utilities or other public need. I shall indemnify and hold the City harmless for any liability associated with the minor encroachments. �l Date: i- Z 6" i SignaturIV J /f Gr% 24-hour notice for Encroachment Permit Inspection is required by calling Public Works at 949-644-3311. 15. Any above ground utility facilities will require documented approval from the adjacent affected property owneds). 16. Homeowner, contractors, and subcontracoirs may each be liable for violations of Water Quality Laws. Best Management Practices will be enforced. It is against the law to discharge construction debris into the gutter and storm drain. Felony violations of Water Quality Laws are punishable by fines up to $25,000 and/or up to three years in State prison plus the full cost to clean up an illegal discharge or spill. 17. If a refundable deposit was paid, applicant must submit a Soils Compaction Certificate or Evidence of a Slurried Backfill and request a final inspection from the Public Works Department. Monies may be held for six months after final inspection before a refund will be processed. 18. No trees in the public right-of-way shall be planted, removed, trimmed, or relocated without approval from the General Services Department. 19. All work in the public right-of-way must meet the approval of the Public Works Department or corrections will be required (i.e. removals, exposing connections, etc.). Additional inspection fees may be required. 20. Permit is for standard materials in the public right-of-way only, unless previously approved by Public Works and an Encroachment Agreement has been processed. 21. Permit is valid for "description' of work noted on front only. Additional work performed may require issuance of a separate permit and/or additional fees. 11 VICINITY MAP N$ OC 6R9, E-0 E-< GROUND CONNECTION INSTALLATION IN A POLYETHYLENE VENT SEE UGS AC /60.2 NO w In U, a� a/c ow-.a- axa cook imkool:h ne To oce, 4.0 FEE VNICERSE back Wake NM c� 91NNS WUlDll Ixm� • F curt Wa TLanLEl THECo —allo mucwr. Worts .LVPBs WPISHI¢ mu - n/mp LEGEND OF CONDUIT SYMBOLS (CONVENTIONAL U. G.) JE�DISON LIST OF MATERIALS ; ND. ,UNE.o.� VIE W CONDPIT [EDISON CO.] ,. ERP Ia PwMaaeam -m,e amour. �{�F— U'PeWII Mx rq +¢,pw¢ OINUID r mop• Wemu TRENCH (OlOR ETOp O:::�f LENDER OF Ful STREET LIGHT x0.CONSUIRT RUN ��Iu'mx THE CONDUIT RUN STREET LIGHT TRENCH TnE C, RUN "= TRENCH RECD. NE EDISON REFdExm rtum o.~�� � TOWIT �WXUOCURRWFVWbWUnM STREET LIGHT NO, CaNDUIT RED rtFFFaw¢ mx xD. a DFUREENCTO, Too...ch Pm My OF WE Nall SENESSUES F¢LCwFD er DENOTES THE FOLLOWING: DID CONDUIT WTHOUT ENCAEEMENT IS ACCEPEEMENEE FOR PptnONS OF TRENCH 'MTH ONLY CUP OR WO CONal SEMI ENCASEMENT IS REWIRED FOR IONS OF TEtENCH mMM pILY THREE OR FOUR CMBmTS i1G REWIRED FOR MORE THPN FOUR CBNDUI3 BDa. rem.. m/n/m CONCRETE PRODUCTS Pwc a a.m. .. mpl vac ue -.1, Corer no ourm, a actin from min o, the iebonn, cam aPWe.'etl man.Woorce JENSEN PRECAST 16321 Sen ....Nino Are.. Fnmer, , Call,. 8E.1 Pnene Ia. all (BW) YST 61W OLDCASTLE PRECAST 10650 Hemlock Aw Fmmo Cell, 9]33] Phone (go.) VUH ]]CO (0W) OE6-SBSO MR HiHOtE AND PULL90X MANUFACTURERS, SEE JOB HP 200. PRECAST TUB -TYPE VAULTS SEE UGS VA 410 WyILI WETW ll$FS HSIN. ODMS RE W.R dLI1V ..., NP GOD SI ., RS d� Wough 1. 11 e V T x0 vL°m411T:`1E0 e"`MNu'mrinara Via rilwwu 1XMNm..PmDm.aMIXMkIs "' MIX IN a HE m 1V WMITO.1 RE NRURNE, rte9 x1C MR EI moo, back, on, DFUNI un nLn o.'a, IOGnIXd TYPICAL CONDUIT BANK SECTION SEE UGS co 120 mX6m0a+D �S TYPICAL CONDUIT BANK SECTION TYPICAL CONDUIT BANK SECTION SEE UGS CD 120 SEE UGS GO 120 THIS PUN e"Ann➢ 0.510 LCOW N AND ME OF EIECFPIC SUBSTRUCTURES Donaboom a reace FAX Drq./Rer. elopeie Signolu,e Da\e .URIWl Rry Rev. CHANGES IN THESE PLANS WILL REQUIRE AN ADDmON& ] TO a WEEKS AND CUSTOMER WILL BE CHARGED IN ADVANCE FOR RECUESTEC CHANGES. CONNECTING TO EXISTING SCE STRUCTURES PROJECT REQUIREMENTS (Y/N) EDISON EASEMENT REQUIRED []N FIRM fiR REWIRED QY PEAMR REQUIRED []T PERMIT Trial TRAFFIC WTAGE REWIRED []T WERE DATE TME: WMERC CONTROL REWIRED PET TRAFFIC CORTHDL WEQ'D QY CONVEYANCE DETER Ri 21 ENNRUNMENiAL CI£MmWCE RE" QN ESE) 140 CUM) REOD IT memno w/me/me LEGEND OF DRAFTING SYMBOLS TRENCH M.on one., STRUCTURES ® P Im eo . ke ®e CONSTRUCTION NOTES: -n�aaeR a con, I'm a.a ea., 1N m.Wmle/..e.w _ _ rmmal.m,.nrm.•a.. &EN mares"— aW.ge m."m ��:l n": °, mekkabromm' mn°rce ...""`rmx®�neece'o. �a mem• e smoy e a Wem ark",a w peew .eeu...0 m a. gym. aemyW , Wem M. pa w.=m amen. _ b.m weence. w Pa Ce lml.'a,xa lm IN ws`°. om p�. m INC. m1, ls, me W, �. pu:e`�wle WE km m lw ma aMm wmmM UE cook wm H n we,W Imecl We nel.7`x:'�.11 wn are sal mo —1 N+.P+w'B1: a �+ W:v "°Icom Falm.mm, Wined w mw.W iv m.=.mlNm, mme.e mare mn U,ena+mm m.ma+e mW P. wn..e-m.. 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M109015 `� �•• � 510]p1) P� M10)8B0 // Cm59R fl61Y�90 / PM •N /� �••• 6S%AlP • ••� l /y'IN908 PSIONp4 /l E510W3 t" w P£1 W'vRJ iC NI0f8PH �... 2 PSbYYO may' T• m YSIB]0.A A� IElnso) fl < $ . /• MI03B0] M35 A L... P. PM m wlwla ^ k BNSB] 1. , NTS PROPOSED SINGLE LINE COLDWATER 12KV 0/0 MACARTHUR SUB m P. Pn, c �� I .1 ]ABB PO£ I (0.04fl) NTS FINAL DESIGN SURVEYED APPROVED FOR CONSTRUCTION B a :_MAP _;O.S IN: 1-3WAY RAG GAS ON(0 070) 5/N: 1-CARD£ RAW k GAO MT 3 IIODA 1RUM(30)(MG.'R')(POS. 1) }CODA SLIM(35)) (flu 'O') (PGS 2) }6000, ENT W/200A TO (1/0) (MO.'F) (INS. 3) 6593/C 350 JON (RUN 4) 235'3/01/0 JCN (GUN 5) 60G'3/C 35D JCN(RUN 6) MI: 44/0 R(GRR) NCre -PTC RE o T/C REOb 1- wsll m EX: X5104510 PULL BOX ._ 2614' e AM: YPILC E.SPL (V2) IN: YM_C TO POLY SPL(12 P16 TO1/O JCN) Ik IX. 3-(2]YI N01E: -NO PTC REOD IXIFHo W TM mem m use Cl: OR pX Our J-1/C R PRO -T/C NEYD 2 4' Z5 25' INi PT, 'C TO V29BB NU 215 Lt i/0 JlY1 vnm TO �010 - am' tom vueX u=MI ouu 1 =JX5 aTLaIXmN0 . 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PULL EXISTING V51➢2988 EXISTING VV5102985 � EX: V51029B9 VAULT 3 VAOANT ` 6'x10'vs'C MANONELIFD TOx0.510 MANDREL£➢ TO YONs MPXO..D TO V290] {' W/2-6-SP YFN1$ J/c 4z PILL m xa510 Q {' Q J/e a/o PILc m vza9P J/c a/o PI1c io vesa> Q {' `\ 1-PILL SPORN REEVE (ORD INSIDE L/N INSIDE L/S 3-M ELOR S(ISS (RG '0') 3-CtlWEmo PWC5 40'S/C 350 MN wax: awaL-ce IN: 3-600A ELBOWS(35D)IRG. b') >-wxrvECTca PLUGS 90 /� k ". �� • \ xaTE -xo r/c aEo'o APN• il°-06F02 m w NIALvm Ar]5 «0-261-oz S j /1r O NG' m 022 Ol AG WiV J/O {N 19G i VX. {I'.FC9F0{ APX: u .103 j CFSN 33 25.Y y W1171T V SY2.9' CR:V5102988 VAULT CL b 4-4'IAAVWX) Vowde 1 W 2-L l Asx. aw-M4-OI /I-JWAY.M -JWAY flN: 1SO SIN(GO) PN GASAS SW (GSO]40) SIN: LAIXi[Xo YJm \ J-O fDRUM ((35)((MG. b') (POS. t) 3-600A DRUM S 2) YJN 4 W/ 00A TAP ( ) (ME, 4 s2' 6-PILC TO POLY 6PL (J2R TO MX: N0.W2-N INT PT '39 O V 3-PLC TO POLY 5PL (P2 N) ) °k ONG AGN D3/C -m M 4v(mww qy TO mu 650 4//00 PLLLCC(RUN(1)0) SPi n . m uIIN = &B' 232. 3/G e2 PLLC (RUN 2) N. PUC. 10 mssB vs{' 702' 3/c 4/0 PILC(RUN 3) 20'3/C 02 OUR 30'3/C 35P ALP w EDISON GO. 1+-_Jo_.. 5URVI;YED 0 JD 6D Il�l'ILlyl�ili UNDERGROUND SERVICE ALERT Dial 811 SA FINAL DESIGN ; 9lro d�oM9 a n-146-a 2 IN III, oon saws'. ON APPROVED FOR CONSTRUCTION aI-llt7 1. 21B]39B 2017 UG STRUCT. REPL - GOLDWATER 12KV EASMLUPE OR Sc WSTA DEL SOL 0814028 i-PRC SNO s¢t- (Al" , "ODA MOM (350) (MO.'V) (FOS. 2) P 3/C 350 MN IN }60DA MOM (350) (MG. 'If)(PM z) xort: -P3c xc7o -xo Vc xEo'o SLiP.VE]'ED O ATG le/I!/lu FINAL DESIGN u an14 s APPROVED FOR CONSTRUCTION aii=ire EM963 SOLE fix. }p_n 0 0 60 UNDERGROUND SERVICE ALERT Dial all Coll USA a wonlmedo eer ;a vol�soly GENERAL NDiEYTRAFVEC COYfROL It is the responsibility of the sman ctorperfor room, work to msmll and maintain the EI control devices as shown herein, As well as any such additional tmmc control devices as maybe required to encore the safe movement of vehicular and pedestrian Traffic through w around the closure area and provide maximum protection and safety to wmkcrs. All tramc comol devices shall be kept in lhehpropm position at all times and shall be repaired, replaced, or elmadi m necessary to preserve Weir eppearmde and commonly. All tmfnc control devices shall comfort, m the latest accepted edition ofthe California Manual me Uniform Tmfiic Control Devices( M.U.T.C.D.). Any revisions W these drawings shall be approved in writing by the Engineer afRecord and the Agency having jurisdiction. The Agency Tmmc Engineering Division reserves We right to observe the trafic control opNafmr, and W make any necessary changes. Any III changes shell supeem a these plans End shall be implemented at the sole expama ofthe convenor. All fashion avow Signs Shall be mis,p rearm. Contractor shall provide flagmen m necessary to we Menmte wemiugto Tramc m to We public fany dangerous conditions to be eminemared. Connactw shall remove mon monry traffic delineation, sigmgG mtl other devices who on longer required, and shall restore areas to original conditions. Contractor shell cover existing signs where they conflict with consmenion detours and signing. Ali open exmvwion or concoction work shall be a minimum of Y from any operating Traffic lanes. Contractor shall post uneven pavement signs, and comp venical pavement offset of l inch m more with Asphaltf smooth mnahion. Commetor shall mane or with We agency forany temporary NEI signal timing modifications. All striping and maddng shall conform IT SECTION 214 ofth, Standard Specifications for Public Writes Construction. Temporary Immovable stripingtope(detan rade)may be used in lieu fpainted striping. The ... Doctor shall provide for acoess to all adjacent p.pCm-during work boon'. Construction operations shall be conducted in such a mannm as to cause as lithe fieconvermicure as possible to abutting property owmen/operaton. All signs shall be mflectorized and stentlmd sire. The contractor shall provide for safe psh,u en access at all times. OVERVIEW MAP: NOT TO SCALE LEGEND: ® -WORK AREA FLASHING ARROW SIGN PAN -CLASSES ADA I BARRICADEEIANT W/SIGN PEDESTRIAN It -WEE-11I BARRICADE W/SIGN ] - TVPEI OR II BARRICADE W/SIGN • - CHANNELIZATION DEVICE SIGN 4 -EXISTING SIGN CONTRACTOR NOTES: 1 CONCTRACTOR SHALL COORDINATE WITH AFFECTED RESIDENTS & BUSINESSES PRIOR TO CONSTRUCTION © CONTRACTOR SHALL COORDINATE WTH OCTA A MINIMUM OF 5 DAYS PRIOR TO WORK FOR RELOCATION OF AN AFFECTED BUS STOP AT (714) 530-6060 © FLAGGER TO SAFELY ASSIST PEDESTRIANS THROUGH THE WORK ZONE rt LLDSED ® DxLvAMR RvuRI R16M SIOEWpIX CLOSEDmoss 141 P—r', Am © I I l� O ROTMno a�iw�s aRuoKe V::11TRAFFIC MANAGEMENT, INC. fafl7pmla Grealfakes 800.763.3999 www.trafficmanagement.com Traffic Control Services Sales & flannels Permits & Consulting Engineering Training LICENSE R 7858M-Class 31 CITY OF NEWPORT BEACH SCE 1136077 EASTBLUFF DR & VISTA DEL SOL TMI PROJECT MANAGER: CAREY M. SBBM11mAL DATE: 6130/17 - JVU REVISION DATES: Tn9m-IVO ACCEPTED BY: oea. VISTA DEL ORO DATE: SAP/TD NO.: 1136077 CIRCUIT: GOLDWATER 12KV SUBSTATION: MACARTHUR PROPOSED CONSTRUCTION LOCATION: EASTBLUFF DR & VISTA DEL SOL Plan Ondm C 28202 MMM%Mm" SCALE: 1"= LT ORIGINAL PLAN SIZE: 24" x 36" SHEET 1 OF 3 LEGEND: ® - WORK AREA - FLASHING ARROW SIGN IFA51 -FLAGGEG ADS COMPLIANT PEDESTRIAN BARRICADE WI SIGN I - TVPHII BARRICADE W/SIGN ] - TVPEI OR It BARRICADE W/ SIGN - CHANNELIEATION DEVICE SIGN 0 EARRING SIGN CONTRACTOR NOTES: 1 CONCTRACTOR SHALL COORDINATE WITH AFFECTED RESIDENTS & BUSINESSES PRIOR TO CONSTRUCTION Q CONTRACTOR SHALL COORDINATE WITH OCTA A MINIMUM OF 5 DAYS PRIOR TO WORK FOR RELOCATION OF AN AFFECTED BUS STOP AT (714) 530-6060 03 FLAGGER TO SAFELY ASSIST PEDESTRIANS THROUGH THE WORK ZONE C OSEo O ® DxLv RI-► eCLOSEDK aosE° GE "A 051A DEL ORO SAP/TD NO.: 1136077 CIRCUIT: GOLDWATER 12KV SUBSTATION: MACARTHUR PROPOSED CONSTRUCTION LOCATION: EASTBLUFF DR & VISTA DEL SOL I1> V:: TRAFFIC MANAGEMENT, INC. Cadst,.,- Shelf IssRs 800.763.3999 www.trafficmanauement.com Traffic Control Services Sales & Rentals Permits & Consulting Engineering Training LICENSE# 7B5BW -Class 31 CITY OF NEWPORT BEACH SCE 1136077 EASTBLUFF DR & VISTA DEL SOL 1MI 1.01mT MANAGED: CAREY M. SUBMITTAL DATE: 6I30117 - JVU GRARRI0NDATEe: 7119/17-JVU ACCEPTED BY: OATS: Plan Order N: 211202 a � 40 O• a0� eo SCALE: 1"= 40' ORIGINAL PLAN SIZE: 24" K 36' SHEET 2 OF 3 LEGEND: ® -WORK AREA -FLASXING ARROW SIGN IFASI -FLAGGER 71 - ADA COMPLIANT PEDERIRIAN BAPRICADE At SIGN I - TYPEII BARRICADE W/SIGN # - TYPE-1 OR II BARRICADE W/SIGN -CHANNEUZATION DEVmE -SIGN 4 -EXISTING SIGN CABLE & EQUIPMENT: PHASE 2 CONTRACTOR NOTICE 1 CONCTRACTOR SHALL COORDINATE WITH AFFECTED RESIDENTS & BUSINESSES PRIOR TO CONSTRUCTION p2 CONTRACTOR SHALL COORDINATE WITH OCTA A MINIMUM OF 5 DAYS PRIOR TO WORK FOR RELOCATON OF AN AFFECTED BUS STOP AT (714) 53G—SDSO FLAGGER TO SAFELY ASSIST PEDESTRIANS THROUGH THE WORK ZONE EN: V5102969 VAULT .Car croseG O ® v M RIOHT I aCLOSEDK� CLOSED ✓t 4 " IIAPI A. nxLw O11 SAPF-D NO.: 1136077 CIRCUIT: GOLDWATER 12KV SUBSTATION: MACARTHUR PROPOSED CONSTRUCTION LOCATION: EASTBLUFF DR & VISTA DEL SOL V`CM11, TRAFFIC MANAGEMENT, INC. Ce#ftoal &.112kas 800.763.3999 www.trafficmanagement.com Traffic Control Services Sales & Rentals Permits & Consulting Engineering Training LICENSE # 795g04-Class 31 CITY OF NEVPORT BEACH SCE 1136077 EASTBLUFF DR & VISTA DEL SOL TMI PROJECT MANAGER: CAREY M. SGII ITTAL GATE: 6/30/17 - JVU REV,a,MRATES: "In",_JVG ACCEPTED BY: DATE: Plan Order #: 2e202 ` n 0' 20' .0 SCALE: 1"= 40' ORIGINAL PLAN SIZE: 24' x 36" SHEET 3 OF 3 9/ o/2017 City of Newport Beach Page a of 16 4:30:37PM INSP160 - Daily Inspection Request Report Requested Inspection Date : 09/21/2017 Inspection Type: ENCROACH Inspection Area : PW Site Address : 1 PUBLIC ROW ib 'r S'Go,ve o0� f6 SOD "Os'--g-, ,JP—' g!rQ&Az11r=— �ftJ7 . 14/4 41' � IC nU.TQ4-Gf COOL 5bl0W\Ct C-T-9 , UJhitt;r''k) Z-( ?-Or?l 9 A,sP F:\Users\PB W\S hared\E NCROACH\MASTERS\FORMS\I nsuectorS heet.doc REPT131 Run Id: 4018 10117/2017 City,Of Newport Beach Page 7.of 10 4:30:24PM INSP150 - Daily Inspection. Request Report Requested Inspection Date: 10/18/2017 Inspection Type: ENCROACH Inspection Area : PW Site Address : 1 PUBLIC ROW Activity: N2017-0384 SubType: Status : NEW APPROVED APPLICANT: SOUTHERN CALIFORNIA EDISON Phone: 7143292778 MONICA.BALDERAS@SCE Description : Eastbluff Drive and Vista Del Sol - Deteriorated Vault Replacement, trench 131 It in install under round ,cable, traffic control for a rox 3 weeks Item: 10050 EXCAVATION- PW Requested Time: 10/18/2017'12:00:OOAM Requestor: WEBUSER 909-208-6437 Entered By: Comments: WEBUSER - q ANY -Contact - Mike �;�G /D ` �3 �6�[ p Assigned to: zzzz`zzzzzzz" Inspector: V Date: �6 �7 Time:. AM PM Comments: - �l� 09-'%4afJ o z=- V19-f-'f z-7' . `, 71'. D 1.e'4�-� �/ii�l �fl�✓ J %( Cvb�TL Y /D D l�G� I -roQW '-t—D &IA4w DIAkIeAX q' Lur,4-ig 4S syy�r—T /IV Te�' t"c _ eS ge-r&�� ro l Kam' Logged I< F:\Users\PBNAShared\ENCROACH\MASTERS\FORMS1lnsoectorSheet doc REPT131. Run Id: 4018'