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HomeMy WebLinkAboutN2017-0494i yvof Newic Center Dport Bp a ortBeach, acn, CA 92660 I IINN IIIIII IIII IIIIIIIIIII�IIIIIIIIIIIIII III III Permit No: N2017-0494 Permit Counter Phone (949)644-3311 Project No �. Online Inspection Request - www newportbeachca gov / Online z Services Inspection Requests Phone (949)644-3255 Job Address 1 PUBLIC ROW NB Thomas:Guide: Description . SCG TO INSTALL A DATA COLLECTOR UNIT ONTO AN EXISTING SCE STREET LIGHT POLE ON VISTA RIDGE RD AT ALTEZZA DRIVE(LH179-E) Parcel # Legal Desc Owner: CITY OF NEWPORT BEACH Phone: Address Applicant: SOUTHERN CALIFORNIA GAS COMPANY Phone : 213-244-4426 [Address . 555 WEST 5TH STREET, FLOOR GT28B4COMPLETED LOS ANGELES, CA 90013 Special Cond.: PRE -CONSTRUCTION MEETING REQUIRED TRAFFIC CONTROL PER WATCH Permit Processing Fee : $241 00 Sewer Connection $0.00 Agreement Fee $0 00 4TT Box Cover $0.00 Traffic control Plan Check $65.00 Total Water Meters . $0.00 Inspection Fee $495 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 : Utilities Approval Traffic Approval General Services Approval Date : Date / / Date _/_/ Date: / / Contractor : A M ORTEGA CONSTRUCTION INC Phone : 951-360-1352 Address : 224 N. SHERMAN AVENUE CORONA, CA 92882 Contractor State Lic: 486311 SCANNED License Expire: 01 31, 2020 Business License : BT30053439 Business Expire : 12 31, 2018 Workers' Compensation Insurance - - Carrier : FEDERAL INSURANCE COM Policy No : 54303215 W. C. Expire: 10 01, 2018 Other Department : Permit Denied . Issued Permit Total Fee $801.00 Paid : $801.00 Balance : $0.00 Receipt No �z _ q •39 Date : Date: Date / "/ I ALL UNDERGROUND WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR I Contact "Underground Service Alert" At Least 48-Hours in Advance of Any Excavation at 800-422-4133 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 Authorizationto allow another party to pull a permit An approved copy of the permit and construction plan shall be kept at the job site at all times Work which has been done prior to issuance of 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, liability, suit or action of any description ansing 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 Drawing's 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 feet of any City utilities, unless approved by the Public Works Department Locate and pothole existing City -owned utilities tie 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 boy over the riser 9 Properly 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 "Manual of Warning Signs. Sights and Other Devices for the Use in Performance of Work Upon Highways', issued by the California Department of l ransportation 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 1 1 Any wort; 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 Stale 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 niatenals, of 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 Pefuse of 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) I certify that I have a Certificate of consent to self -insure, Certificate of Worker's Compensation Insurance, or a Certified Copy thereof. Date: 7-' 1-f � Signature: 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. Date: Signature: 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 owner(s) 16 Homeowner, contractors, and subcontracotrs 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 Work, Department or corrections will be required (Le 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 No work related to this encroachment permit shall be performed until the Public Works Department has issued this permit. Applicant hereby acknowledges he/she has read and understands the terms and conditions of this permit and he/she agrees to abide by them. Permit is void if work is not commenced within 30 days aft ,jssitance. Permit fees are nonrefundable. Date: 7'��"t _ Signature__ Permit Processing Fee: CPE. Inspection Fee: Public Works Only $241.00 Public Works Field Inspection Other Department $275.00 Utilities Field Inspection General Services Inspection Agreement Fee: Water Quality/Artificial Turf Inspection Preparation of Report/Agreement $817.00 Document Recordation Fee $192..0 Refundable Deposit: Monitoring Wells $502.00 Improvements StreetlAlleyiWalk Closure: $65.00 Newspaper Rack Inspection Traffic Control Plan Check 8-1/2" x 11" $65.0 Sewer Connection Fee 24" x 36" $143.00 4TT Box & Cover _ _ _ Additional _ _ THE FOLLOWING ITEMS RE(TUIRE APPROVAL FROM THE �R REVENUE DIVISION PRIOR TO PAYMENT OF FEES $165.00 $121.00 $165.00 $108.00 TBDeTBD $108.00 $.00 $6464.00 venue Dlvis#on I mil•• . Water Meter. Installation Charge $528.00 13/4" Meter $50.25 Water Meter Boxes: 11" Meter $121.50 For Parkway & Sidewalk Area (Box + Cover =Cost 11 1/2" Meter $285.00 V Meter. 13.00 + 37.00 $50.00 I 11 1/2" Turbine Meter $700.00 2: Meter. 27.00 + 61.25 $88.25 12" Meter $425.00 1 12" Turbine Meter $845.00 For Traffic & Alley Areas (Box + Cover = Cost) 13" Meter $3,310.00 1" Meter. 13.00 + 38.00 $51.00 14" Meter $4,730.00 2" Meter 27.00 + 162.00 $189.00e 0" Meter $7,190.00 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/Vacation Fee I+100% of hrly over 4 hrsl $1,022.00 5200-5031 Street Tree Fee ($700 Planting Fee) TBD 030-2284 _.._ Engineering Tech: Total Amount Due: For Finance Use Only 70� -`ot® V)) - ob ?A i 0 10-41- tr Permit Specialist Receipt No. R.. 4 G� 9 f /users/PbwlshW6Wwwoa&ftasWs/ep front and back masters) Rev 1 /512017 ePfeatnw xis-ewts d 10121n016 SoCalGas A (kSempra Energy utilities® PROJECT SUMMARY: &TTI.E I RRw Re.u...'n RPn.. OFF .....Pon C>.R. CAEmT AFELCANT SCEITHERN wIFORNIAOR,I mH I. Lm ANGELEs. CA Rnn R RE ESENT., ANAITTH L F.. GNME RISI EI. YRYER YOPINES Crtv OF NEETER OR MFFERES E PARTMENT EV.NRT REACH CA EASO CONTIGiIWIR14]NY N PHONE FIRRNUOEFONT CR ANAI L ORNOE•C11 OCOL CCEREE Cw,INTYPE wNNTRumaN nT P STHER. WG EM PMENT o RW . PFOPCRE ONAS TO weTKl.FA O I ERR ING b'IIAO L CONCRETE STREET LpHT IIXE CONSULTING TEAM: SACaoHROR nm wRHO'CTx PREN ��.m CA.m LORACVdLE, G90113 LEFES ESS,G®I CONTRACTOR E.F COVERT...EN AACCASSEREAr REFEENERES, CAL. AAA TO CONTACT SEAR. .. . RE)EARRRE� . L. O S...u.') CITY: COUNTY: JURISDICTION: SITE NUMBER/ID: SITE TYPE: SHEETINDEX: ucs— TITLE SHEET ILIHVATFLAIL DELI SO%OETULS WRRIAIH UST ELECTRICAL OMCR•A NEWPORT COAST, CA. ORANGE COUNTY CITY OF NEWPORT BEACH 3357083 / LH179-E (E) 24' A.G.L. AMERON POLE STREET LIGHT, AC POWER Q �i.•rvvLw ' J 4. n..Wu t w / �RRbI / r4 A t ` VICINITY MAP ..GALE 1 PERMIT: REVISION HISTORY �A .IR,RE...N APPLICABLE CODES MSoCalGas MVRNCED METER 24' CONCRETE AC POLE. LT ATTACHMENT R OTO CELL TAP TITLE SHEET T-1 I A r,zoI'7-0+'u+ GENERAL NOTES AND CONDITIONS INTENT GENERAL NOTES CONFLICTS STANDARD SYMBOLS I TINS CONVRUCFDN DRAWRIGS DESCR THE NARK TO RE DOW I IEMNYNATION CLAUSE ME CONTRACTOR AGREES AND SIWl I THE CONTRACTOR SHALL E RESIWSBILC FOR YE111F1ERT101N OF ALL AND THE MATERALS TO RE FURNISHED FOR CONSTRUCTION TO MO ASSUME SOLE AND CONPLEIE RESP NILFI` OF THE JOISITE CONDITIONS NEASUREYENIS Al THE WE BEFORE ORDERING ANY HATERNLS OR GONG ANY WORK NO DINA CHANCE OR COYPENSATDN SIYLL BE © drlNlrwl, INCLINE ALL HMO, ION a MEINIY NECESSARY FOR ME IRONER ELABORIA 2 ME MENTION E THE DEUYEM S WEF INTENTION AND COMPREAS AI THE MORN AS FOR F N THE CONTRACT DLIRNNFA THE COURSE Of CONSTRUCTION Of THIS MOUEC, INCLUDING THE SAFETY O ALL KIISOHS AND PROPEBTES THAT THESE REOUREYENTS SHALL APPLY CONIINOOUSLY AND NOT E UNITED TO NONNA WORKING ALLOWED WE TO DIFFERENCE BETWEEN ACTUAL OYEHSGNS AND DIYENSUNS NDICATED N THE CONSTRUCTION DRANNGS ANY SUCH D6CREPMCY N DRAFTS" OUCH WY E FOUND SIWL BE fR+ nH I r r r r vH + H + r ry O TRY THE DESIGN LAYOUT ME NOCRATED AND HS CRD YNDR OMATONS HOURS AND CONNS THEDITIOTCONTRACTOR FUIFIHEIF AGREES TO DEFEND ROENNIY AND HOLD SO'.AL GAS REN ESENTANES AND ENGINEERS SUBW M) TO THE DINER FOR CO RATAN BEFORE THE CONTRACTOR PROCEEDS WIfH THE *O K N THE AFFECTED MILAS Ind+ _Cry_ +. r + SHALL E CON NMI OF THE WORN NO CHANGESTNT —N ESS TROY ANY AMD NL ONUTY, REAL OR ALLEGED IN AFTER THE CHARACTER O 111E WORK MILL E WE OR PERYIRED AL THE OWNER ACTER THE A CHANGE DIRER CONNECTK)N WITH ME PERFORNANCE Of THE WORK ON TES PRWEC 2 THE BIDDER. If MARED THE CONTRACT WU NOT E ALOWED ANY EXTRA COLMENSATKN BY REASON Of ANY LATIER O, MIND � � e IA >n u! xrt ♦ ME DRNTNGS ME GRAPHIC MRNL D CORPORTIONS Of THE CONTRACT 2 PRIOR TO ME BEGINNRNG Of ANY CONSTRUCTION AND TWROUGDUT THE LOXRSE O CONS, IN MOVR. THE CONIRACIM SHALL FULLY COMPLY CONCERNING INCH BIDDER NIGHT HAVE FULLY NFORYED MfVSELWS MOM TO ME BIUONG _ DOCUMENTS SHOWING THE OESGN, LOCATION AND DIMENSIONS OF THE WORK, WITH 'CAC BORNA OCCUPAIIO AL SAFETY AID HIEALM' ACT OF 19I3 'cur""Ii ItIe A. H✓vA N GENERALLWI Y INCLUDING IS, ELENATONS SECTONS DETAILS SCNEDIITES ANO OAGAA,6 INOILDING Au REV6DIS AND AMENDMENTS MEREFO 3 NO PLCA OF IGNORANCE Of CONDITIONS THAT EXIST, OR O DYFTCULTIES OR CONDITO THAT NAY BE ENCOUNTERED OR O ANY _ _ — — — — — — 3 ALL NEAR SHALL CONFONI TO THE LATEST EDITION Of W 95. 122, AD OTHER ELEVAG NATTER CONCERNING THE WORK M BEIERFORYED 5 IN CASE OF INCONSISTENCY BETWEEN OTHER IMPS O ME CONTRACT ME LONRA[TOR SHALL PERFORM THE WORK N ACCORDANCE WITH TIE OWNER'S THE STANDARD•SPELAIGiMNS FOR PUBLIC WWXS CONSTRUCTION',AS AOOFTED BY ME CITY, COUNTY OR STATE AS NOTIFIED BY STANDARD N THE EYECUION Of THE NOIIX WILL BEACCEIED M AS EKLUSE FOR ANY FNWE OR "ION ME PALE M MECONTRACTOR tiiv1 IVAI INTERIRETATNN RAMS D ACENDUM AND TO MUPIL EVERY DEEM OF AL EWIEYEMS O ME CONTRACT DOCUMENTS GOVERNING THE WORK R WHERE DRAWINGS EFER TO STANDARD SPECNICATI0NL5, THE LATEST OR NEST ♦ EKISI AND THEREON O V AND OTHER — -MD — RECENT EDITION SALL APPLY RECENT NTANS CHOFACETATES AS A STARCH AL AAAKANLE AC RES AS SOWN HEREOILITIES N ME CHANGE ORDER PROCEDURE AY DST, THE CONTRACTOR PERCOR 10 THE"ESRTAa CONSTRUCT" AIDSHALL USE E TR CARE SoCalGas AND MOTECINF YFASRMES 70IRMNT DAMAE TO THESE FACET" r ..I I CHANCE DIRER WY E NRMTED BY THE ORNER AND/. THE CONTRACTOR WDLA O ME CONTRACTOR, UPON ARBA REQUEST FROM THE OWNER SHALL PEPME A BRITEN PROPOSAL ESCRRRD THE THE GO RACTM S ESRINSYKE FOR THE PRCTECFON OF AL UFUTY OR ALEHCY FACKMES WHIN THEUNITS OF WORK, WHETHER THEY ARE SHOWN ON THIS RAN OR HOT STRUCTURAL NOTES — — — CHANGE N ROBIN CM "TRIALS AND ANY CHANGES N THE CONTRACT I DESIGN CITERN O ". ,r "n •, L�/�% AYWNT AND PRESENT TO THE OWNER WITWN 12 HOURS FOR MMOAA SUBWI EOUESTS FOR SUR5ITHROHS N THE FORM AND IN 5 THE COWRACTW SHALL NI)iRY UHDEAGAOUND SERVICE ALERT (FEW) 221-2400. AT LEAST END RORCING DAYS MOR TO ME START Of2013 CALfORNN MINJNNG CODE •na .,A, „ ACCORDANCE WITH PROCEDURES RECURRED FOR CHANGE ORDER ANY ETCA.T1011 ASCE 1-10 WNIIUM DESIGN LORDS FOR "WIN" IIIOPOSIAS N!Y CHAFES IN ME $CARE O NARK OR NATERALS WHTCH ME PERFOIWED BY THE CONTRACTOR WH OVT A RRRFEN E THE CONTRACTOR SHALL HIOTAV' THE CITY OR STATE ENGINEER OTNR STRUCTURES INTERNATIONAL WILDING CODE (BIC) 2012 AS A �— ADVANCED METER CHANGE ORDER AS ESCRAED AND AIPROhD BY THE OWNER SLALL —CT ON EIMIHEM (213) ♦R2-1030 AT LEAST TWO WORKING DAYS TA-222 G STANDARD +— .,n c vA,,, irre H RILE FULL AESPO !Tf OF THESE ACIIONS ON THE CONTRACIO, BEFORE THE START Of ANY WORK REWIRING THEM INAWVENENT 2U13 AASNTO LTS - BM CO M G Of3 X +=.rrrrr! r.+.Arn err. �n.arr CODE COMPLIANCE 1 ALL w AREA AND STREET TRAFFIC CONTRA SWHL E IN ACCORDANCE 2 WIND CONSTAUCIDIN THE CONTRACTOR, SHALL NOTIFY ME ENCRB,ER 1 ALL RORK SHALL BE IN ACCORDANCE BATH APRFME LOCAL. STATE WITH 1NE SPECIfHGAT10NS O THE RYMN AREA TRAFFIC CONTROL BOOK AND SPEGFICAIDNS FROM ME CITY, COUNTY OR STATE O ANY UNUSUAL O, UNFOESEEN CONDITION PRDR TO CONFWUWG CONSTRUCTION SHOULD ANY CONDITION ANSE RNEE THE WENT N+.nrrr+,! O rAt,�r + it+H tV+AMnrilHrr A RECINATI0NSHALLWCLIXE BUT NOT BE OWED AND FEENTHESE SHALL B THE CITY COUNTY OR STATE SHALL SPECIFY ME OIPIMRNI PEROO OF OF ME DRAWINGS IS N DOUR, OR WHERE APPEN6 TOE pl_ TO THE LATEST VEASON THE EOLLOMNG THE ERMF FOR MS CONSTRUCTION PROTECT 06CRE CY ETNEEN ME DMWNIGS AND MC COEIRON IN THE FICLD, THE ENGINEER SHALL BE NOTIFIED PRO, TO CONIMMANIG —MR r�+V.R r+r Nr+ SOUTHERN CALIFORNIA EOISON 2015 GREENBOOX STANDARD SPECS FOR PUBLIC WOIItS CONSRUCTON 2012 CITY CONSTRUCTION STANDARDDElAAS 2013 CAUFORMA MIIIONG CODE N LNE ININItlUY LOVER FOR ALL CONWTIS PLACED UNDERGROUND SHALE 3B INCHES TO THE FINLSHIED GRADE AT AL TINES THE PORK 3 IORFLND CENENI SHALL CONFOHA To ASFM C-15D TYRE 1I t— 24' CONCRETE 2013 INwOY1 EIECfRIC COPE ANSI UNEORM MECIWNIGL CODE ID ALL SHRUIS, PLANTS OR BEES TNT HAVE BEEN RANGED M D6TURED AGGREGATE FOI STONE CONCRETE SHALL CONFOIN TO ASM C-33 r❑I' v,rrl rulz ANSI EN-222-f LE SAE1Y CODE WPA-101 DIMING THE COARSE O ME WORK, SHALL BE REPLANTED AD/OR REPLACED 50 AS TO RESTORE THE WORN WE i0 ITS OI,YiYI♦L COMMON AGGREGATE FOR UGHREIGM CONCRETE SHALL CONFORM TO ASTM C-330 AGGEGTE AS1M C-33 HVIRUM SIT1 M• FOR FOOTINGS AND '.MR HAir—A IHu A AC POLE ST LT ATTACHMENT PHOTOCELL tAP CITY M COUNTY ORDINANCES I• FOR ALL YTRI TTTITTTTTT ADMINISTRATION I VALHTS PEDESTALS, CONDUITS AND OTHER TYPES O SUNSTRUCiIME ARE EITHER SPEONED ON THIS RAN OR WILL BELL SPECIMI) BY THE CONSTRUCTON ENGINEER ANY AND ALL DEVNTKNS FROM THE SPECEED ♦ ALT. BARS. A CHOR BOLTS, PREST11— TENDONS AND E AL OTHER CONCREIE NSEES SHALL E ELL SEEMED IN 105RION NI IA,rr II, — I -ROR— — "ilUrr rr vvn ,TROT IrH 1 BEFORE THE COW ENCCYENT OF ANY W THE CONTRACTOR NLL ASSIGN A MDIECT NAAER WD WILL ACT AS A SINGE — O TYPES Of MATERNL MUST BE MPROED BY ME SSIEY ENGINEER, IN WRITING BEFORE INSTALLATION THEREOF PROM TO PVCNG CONCRETE 5 THE NAODNLIY SLUMP SHALL BE BETWEEN THE RANGE Of 3• TO 5• —5— Snr.ilnHrr „r VN u CONTACT FOR AL PERSONNEL —AD IN THS —Cl MS 12 AL RECONSfAlIC110N, RCSLRfACNNG, IAVENENT DEL CATION AND OTHER FOR FOOTINGS, SLABS ON EARTH AND CUSS CONCRETE SD MWECT AINGER WILL E ODELORNIS A VASTER SCHEDULE FOR ME PROTECT RHCH BILL E SCRAPED TO ME DINNER PRO,, TO ME NMCNENFMS ARE TO E RESTORED ro THE SANE OR IMPROVED CONCO'CH BASED ON E.— NOTE NO ]ABOVE GENERAL COMMENCEMENT OF ANY WORK AND BONDS 2 SUWR A BAR TYPE PROGRESS CHART NOT NORE TAN THEE (3) DAYS INSURANCE N! NOTES & AFTER ME DATE ESTABUSHED FOR C—INCENENI Of THE WORK ON I ME CONTRACTOR SINLL AT INTER OWN EXPENSE CARRY AN WINFAIN FOR B xr I, r rt A SYMBOLS THE SCHEOXE, INOICAkTNG A THE RAN FOR EACH NADIR CATEGORY OC ESFTE YVR[ TO NC ICORYED Al ME , PROPERLY SEQUENCED AND THE DLRATDN OF ME PROJECT ALL NSUTACE AS REQUIRED AND LISTED —TEL— COORDINATED WITH OTHER ELEMENTS O WORK AND SHON W COMLETAN 2 TIE CONTRACTOR SHALL. LN NOT CDENCE NTH THER NORI( UNTIL THEY W—n Of THE WSUFTCOAANE ENTLY N AE Of ME DATE ESIARNE 60 1. SUBSTANTIAL LOLPLEFON OF THE STE HAVE PRESENTED AN OIGINA ELLRIV)CATE OF INSURANCE STATING ALL COVERAGES To ME OIRNER ] MOOR TO COYYEEING CONSTRUCTION, THE OWNER SHALL SCHEDULE M ON -SAFE NE NC ATTH ALL NAIOR PARTIES THIS MOULD INELLDE BUT 3 ME ONNER SHALL BE AWED AS M ADDITIONAL WSUED ON ALL POLICES NOT LNMTED 10, THE COR EA PROJECT WAGER, CONTRACOR AND LAND OWNER REPRESENTATIVE ♦ REFER TO THE MASTER AGREEMENT FOR EARED INSURANCE LIWS ♦ THE CONTRACTOR SHALL E EWIPEOR D WH SE YFANS OF CON5FANT CLEAN UP COYNUM('ATDNS SUCH AS A NOBLE PHONE O, EEER TH6 EOUMYE. WILL .1 E SUIRJEO BY THE OWNER, NOR WNL CURELESS SEIMLE BE ARRANED 1 THE CONTRACTOR SNLL AT AL EYES KEEI THE SIZE FREE FROM ACCUMULATION O NSTE LATERALS OR RURNSH CAUSED BY THEIR 5 WRING CDHSiRUCIDN, THE CONTRACTOR MIST ENSUE THAI C—OYEES EWWYEFS AT CORK AT THE COMPLETION O THE WORK, THEY SHALL ENO.E ALL RUNBSH FROM AND ARCTIC ME WRECKING AREA AND SUBCONTRACTORS AFAR HARD HATS AT ALL LINES THE CONTRACTOR NNL COVEY WTTH ALL SLG SAFETY REOUIEWMS IN THEIR INCLUDING ALL TER TOOLS, SCAFFOLDING AND SURPLUS LATERALS AND SHALL LEAVE THEIR WORK CLEAN AND READY FOR USE IGREEENT 2 VISUALLY ,SPELT DEIERIOR SURFACES AND REMOVE ALL TRACES OF B MOADE WRTTEN DULY UIMTES ANO PHDTOGRAPES OF ON -SINE SON, BASTE LATERALS, STA=ES AND OTHER FOREIGN NATTER PROGRESS TO ME PROJECT MANGER VA E-ANAL 3 ENCINE AL TRACES OF SPLASHED INTERNS FROM ADJACENT 1 A COMPLLTE INVENTORY Of CONSTRUCTION NATERALS AND EOUIPNENF SURFACES IS REQUIRED PRM TO THE STAIN Of CONSTRUCtN)N ♦ CORN TO ACHEVE A UNIFORM EGREE O CLFANENE6S, N NO1RY TNE O A / —CT AMAGER .TONING LESS THAN H E HOSE OOMI ME E](TERXM O ME STRUCTHRE CO ER EQ HOURS N AWARE O CONCRETE TOMS, TOWER CAFCTDNS, AND NON EWIIYENT CABINET RACENEN6 SUBSTANTIAL COMPLETION E CLOSEOUT PACKAGE 6 WE COLILLTE RIIN DETNIED TOP IHD105 1 SUISTANTAL COMPETION 6 THE SINGE O ROAR 6 SUFPCEIITY COWLETE LAON SIZE RINCHIWA NIH PROJECT WIYGER (SEE RIOIECT NV 1 IN ACCORDANCE DM THE CONTRACT SO THE OWNER CM FULLY UTILIZE ME FOR SAYILE CLOSEOUT IACKAE) WORM FOR ITS INTENDED USE SUCH TNE. CONTRACTOR SHALL iUBRf TO DST GITEENNTIING WARRANTIES AND BONDS +END DEEI-BED n.E"AL OIH`OFTNMDaK To OCI -EEIHoN� ,r,Irrwuu.w+r xr.iaury AS -HALT DOCUMENTS/DMwNDS I THE CONTRACTOR S NESPONNEE 1. AMllG1DN AND PAYMENT 2 OINIER WILL .1REIFAE fWAC PAriENT UPON SATSfACTOM REVEW AND Of CONTRACTOR UCENSES AND RONDS SCMICES ACREEYENT FOR AOORMNAL DRAMS CONTRACTOR CONRLWCE OF ME FINAC PATENT EQC REMENTS T-2 A 2 SEE ASTER CONTRACTOR DRIP LOOPS ARE TO BE FORMED WITH A MINIMUM 2' RADIUS 1 DETAIL A 48" 42 EXISTING LUMINAIRE ' F/WASH METAL, SS COAXIAL CABLE IS TO BE SECURED P/N, 069-3305, TO POLE AND ANTENNA BOOM SEE NOTE 4 AND CONSULT INSTALLATION INSTRUCTIONS, V-18 X I' HEX HEAD DOLT, SS P/N, 069-561832LS 29" - ANTENNA BOOM, 4 FT P/N 056-9975M MAX 1 _. 21 5" 6" J OCU CABINET IS TO BE MOUNTED � 11 BELOW 450 MHz ANTENNA BOOM _ DRIP LOOPS ARE TO DE FORMED WITH A 9 5 MINIMUM 2' RADIUS IETAIL B 3 DETAIL C SITE ELEVATION LOOKING NORTHEAST NOTES 1 MAXIMUM DCU CABINS I WEIGHI NOT TO EXCEED 55N WITH BATTERIES L ENCLOSURE RATED NEMA 3R 3 DRAWING NOT TO SCALE 4 RE COAXIAL CABLES ARE 10 BE SE(.URFD USING TRAP BOXES S I AN( ESS STEEL BANDING SNAP LOCKS ETC SITE ELEVATION LOOKING SO TOP OF POLE 455-470 MHz ANTENNA P/N, 073-DOIO 0 BE INSTALLED DCU CABINET TO BE INSTALLED �. CULAR OPPOSITE VEHICULAR TRAFFIC SPACE II SITE ELEVATION LOOKING S ALL RIGHTS MSoCalGas it I DETAIL D ADVANCED METER SOUTHERN CALIFORNIA EDISON 24' CONCRETE AC POLE ST LT ATTACHMENT 24'-0" PHOTO CELL TAP POLE HEIGHT AGE 23' 9" ANTENNA HEIGHT AGE 22'-3" ELEVATIONS Dcu eOX HEIGHT A (E) SCE FOUND REF UGS 8901 AND DO Ra NTIAL SHL A-1 cocUTL - rr� B n-mc+wlo-rwl 1 A r M] SCALE I RIPLEY 5731 PHOTOCELL ADAPTER WEATHERPROOF POWER CABLE 455-47OMHz ANT, DEBIT P/N, 073-W10 (FROM PE CELL TO DCU) 455-470MHz ANT. DCU11 �P/N 073-D010�,. ..,. .. ,.,Nn ,• UHF, ANT BASE BRACKET, NMO UHF, ANT. BASE �•.w. •+••' •-^ ^ P/N, N056-9975P BRACKET, NIL] P/N W56-9975P hi F/WASH METAL, SS P/N 69 3305 BANDING STRAP �X P/N 067-5373C A IH BANDING STRAP �� P/N- 67 STAINLESS 373C - - — P%N 1069-561832LSEAD BOLT, SS � J )(a' SPR LW, 32 ID X 59 OD, 18-8 SS. P/N 69-3304 V-18 HEX, NUT, SS SoCalGas P/NW 069-3306 W,' F/WASH. METAL, SS /y I '# P/N 69-3305 1Pi -18 X P HEX HEAD BOLT, SS r-. -- P/N 069-561832LS ADVANCED METER SOUTHERN CALIFORNIA EDISON 24' CONCRETE AC POLE ST LT AT TACHMENI PHOTO CELL TAP 81 DETAIL E III DETAIL H - UHF, ANT ➢ASE BRACKET, NMO F/WASH METAL, SS P/'N' 69-33D5 _�T� ,_— P/N N056-9975P 977MFT P/N, 056-95M DCLI BOX fit-18 X V HEX HEAD BUILT, SS ➢HIDING BRACKET P/N' 069-561832LS )'-le X I' HEX HEAD BOLT, SS DETAILS P/N' 67-53736 P/469-561832LS ANTENNA BOOM, A FT P/N 056-9975M — )W-18 HEX. NUT, SS 6' LOW LOSS N-M TO N-M P/N, 069-3306 P/N, 070-2570-06 )(c' SPR LW, 32 ID X 59 OD, 16-8 SS P/N 69-3304 91 DETAIL G 1101 DETAIL F 121 DETAIL J ALL RIGHTS C) 2EI6 RESERVED SOCAL PROPRIETARY GAS AND CONFIDENTIAL NOTES 1 MAXIMUM DCUR CABINET WEIGHT NOT TO EXCEED SSM WITH BATTERIES u�l mov><R -[ TITLE' 2 ENCLOSURE RATED 3R AI 3 DRAWING NOT SCAtE 4 RF COAXIAL CABB LE TO BE SECURED USING TRAP BOXES SI AINIESS STEEL BANDING SNAP lOCkS ETC ' - +•'tt'n„un. �'• ••^ q-2 A SIZE R V B E�*m� 1 �' b scrE� )aro F� II SoCalGas I it 1� ADVANCED METER SOUTHERN CALIFORNIA EDISON 24' CONCRETE AC POLE LT ATTACHMENT PHOi0 CELL TAP II MATERIALS LIST (C12016 SOCAL GAS ALL RIGHTS RESERVED PROPRIETARY ANOCONFIDENTIAL NOTES 1 MAXIMUM DCU CABINLT WEIGH 1 NOT TO EXCEED 5SN WITH BATTERIES u10 nbL'LR TITLE' 2 ENCLOSURE RATED NEMA 3R 3 DRAWING NOT TO SCALE 4 RF COAXIAL CABLES ARE TO BE SECURED USING TRAP BOXFS ST AINLESS STEEL BANDING SNAP LOCKS ETC _ --'--- CWKTE B . n-mcwmo-ro� 1 A-3 A 0KIfHi, SGLL MATERIALS LIST ITEM NO PART NUMBER DESCRIPTION OTY 1 11700-CELL-AC-SCG DCU (DATA COLLECTION UNIT) CABINET 1 2 109-9975D UHF ANT BASE ASSY 2 3 073-0010 455-470MHz ANTENNAS/LAIRD ANTENNAS 2 4 056-9975M ANTENNA BOOM, 4 FT 1 5 109-10700-02 MTG KIT, METAL/CONCRETE POLE, AC 1 069-561832LS 5/16-18 X 1", HEX HEAD BOLT,SS 12 069-3304 5/16 " SPR LW, 32 ID X 59 OD, 18-8 SS 12 069-3305 1 FANASH METAL, SS 12 069-3306 5/16-18 HEX NUT SS 12 067-5373D BANDING CLAMP SS 201, UB256 6 067-5373G BANDING BRACKET 3 067-5373C BANDING STRAP �"X 02" A302 SS 3 070-2570-06 6' COAX CABLES BETWEEN ANTENNAS &DCU 2 '6 098-0054 CABLE MGMT BRACKETS (TRAP BOXES) AS NEEDED CONFIGURATION ALWAYS ON PHOTOCONTROL MAINTAINS NORMAL OPERATION OMINAL VOLTAGE 50/60 H2 120 VOLTAGE RANGE 105 — 135 BASE STANDARD 3—PRONG TWIST —LOCK PER ANSI C136.10 HOUSING 3-1/2- DIAMETER POLYPROPYLENE CORD LENGTH 5 FEET (STANDARD) — OTHER CORD LENGTHS AVAILABLE CORD CONNECTION • w/ PIGTAIL, 2—PRONG RECEPTACLE, OR 3—POLE FEMALE MINI —LINK CIRCUIT BREAKER 10 AMP, AUTO —RESET LOAD RATING 10 AMP OPERATING TEMPERATURE —40C TO +70C (-40F TO +158F) PHOTOCONTROL NOT INCLUDED SOLD SEPARATELY DIELECTRIC STRENGTH 5000 VOLTS BETWEEN CURRECT CARRYING PARTS & METAL SURFACES CORD CONNECTION OPTIONS OPTION CODE (ADD TO END OF MODEL NUMBER) PIGTAIL —1 2—PRONG RECEPTACLE —2 3—POLE FEMALE MINI —LINK —3 RIPLEY 5731-05 ANCILLARY POWER TAP AUTO -RESET CIRCUIT 5731-05 BREAKER 1PHOTOCONTROL ALWAYS ON STREETLIGHT ANCILLARY LOAD POWER TAP RECEPTACLE STREET LIGHT PHOTOCELL TAP NOTES 1 MAXIMUM DCU CABIN I WEIGHT NOT TO EXCLED 55M WITH BATTERIES 2 E NCl OSURE RATED NE MA 3R 3 DRAWING NUT TO SCAT E 4 RF COAXIAL CAB I LS ARE TO HE SECURED USING TRAP BOXES S I AINLESS STEEL BANDING SNAP IOCKS ETC NOTES 1 TAP CONDUCTORS SHALL COMPLY WITH NEC ART 24G 21(A)(8) TAP RULE 2 IT IS ASSUMED THAT AMPLE POWER CAPACITY IS AVAILABLE AT THE STREET EIGHT FEEDER FOR THE ADDITIONAL LOAD M SoCalGas 1� ADVANCED METER SOUTHERN CALIFORNIA EDISON 24' CONCRETE AC POLE ST LT ATTACHMENT PHOTO CELL TAP LPL n2 120 o V ELECTRICAL I DIAGRAM N 40 WATTS' PIN 83 — �] 1 11 1 N1111L DCU 'MINI -LINK CONNECTOR PIN NUMBER ICI 2015 1­ GAS ALLRIGHTSRLSERVED PROPRIETARY AND Cq FIDENTIAL TITLE. CWKTE ,..,.,w.,�. rr-m[+IOIPFWI 1 E-1 A Iw Lo s[K[ Iwu Agreement for Unmetered Electric Service to CPUC-Approved Advanced Metering Infrastructure Devices attached to Southern California Edison Company's Street Light Facilities: Attachment B SECTION TO BE FILLED OUT BY CUSTOMER: Advanced Meter - Newport Beach 3 Customer Name Customer Account Number For SCE USE Only Structure# SERVICE ADDRESS CROSS STREET Lat/ Long DEVICE Serial # Energize Date Remove Date SA# 4255591E 1) On Vista Ridge Rd; South of 12 Mattina Dr. 2) 25ft West of the East curb face of Altezza Dr. 3 2ft South of the South curb face of Vista Ridge Rd. Altezza Dr. 33.60140 -117.82538 LH179-E TD1398853 4208134E 1) On Newport Coast Dr.; west of 2300 Newport Coast Dr. 2) 388 ft. W of the W curb face of Pelican Hill Road So 3) 2ft. N of the N curb face of Newport Coast Dr. Pelican Hill Rd. 33.58484 -117.84496 LH272-F TD1398853 1/24/2022 City of Newport Beach Page 3 of 18 4:30:17PM INSP150 - Daily Inspection Request Report Requested Inspection Date : 01/25/2022 Inspection Type: ENCROACH Inspection Area : PW Site Address : 1 PUBLIC ROW A/P/D Information: Activity : N2017-0494 SubType : NEW Status : APPROVED APPLICANT: SOUTHERN CALIFORNIA GAS COMPANY Phone : 213-244-4426 OWNER: CITY OF NEWPORT BEACH Phone: Description : SCG TO INSTALL A DATA COLLECTOR UNIT ONTO AN EXISTING SCE STREET LIGHT POLE ON VISTA RIDGE RD AT ALTEZZA DRIVE(LH179-E) ' Requested Inspection(s) Item: 10250 FINAL - PW Requested Time: 1/25/2022 12:00:OOAM Requestor: WEBUSER m Entered By: WEBUSER Comments: 'ANY-' Assigned to: Z w L Y �on