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N2017-0200
U l City of Newport Beach NI III IIIIIIII II IIIIIIIIIIIIII IIIIII (IIIIII Permit No: N2017-0200 _ r 100 Civic Center Drive, Newport Beach, CA 92660 f N 2 0 1 7 0 2 0 0 Permit Counter Phone (949)644 3311 Project No Online Inspection Request - www newportbeachca gov / OnlineSGAi _ J _, Services Inspection Requests Phone (949)644-3255 Job Address 1 PUBLIC ROW NB Thomas:Guide: Description Pothole area for proposed new SCE vaults on Via Florence easterly of Via Lido Soud, Via Lido Soud at Via Ithaca, Via Oporto between Via Lido and Via Malaga and Marguerite Ave at Inlet Dr. Pavement restoration per City Standards Parcel # Legal Desc : Owner: CITY OF NEWPORT BEACH Contractor : ARIZONA PIPELINE COMPANY Phone: Phone : 760-244-8212 951-270-3100 Address : Address : P O BOX 401865 HES MPLETED Contractor State L c: 235 592340 CO Applicant: SOUTHERN CALIFORNIA EDISON License Expire: 06 30, 2018 Phone : [ Address : Cond.: Pre -job inspection 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 : $0.00 Total Water Meters . $0.00 Inspection Fee - $660.00 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 _/_/ Business License: BT30049165 Business Expire : 11 30, 2017 Workers' Compensation Insurance - - Carrier : TRAVELERS PROPERTY CASUALTY Policy No: VTC2JUB9324B862 W. C. Expire: 04 01, 2018 Total Fee $901.00 Paid : $0.00 Balance : $901.00 Receipt No: to Other Department : Date Permit Denied Date Issued Permit : Date FEE WORKSHEET FOR ENCROACHMENT PERMIT tTY,OF NEWP�'!RT BEA ii PU" W be0Ahy1iEtiT All Fees Are Non -Refundable Unless Otherwise Stated PROJECT ADDRESS: I Pwol;c, RoW PERMIT N2017- 02o0 NUMBER: APPLICANT: Some+tern Cok-- or•n'tn Ed sots I IV t$IE COMPILF-TF-1113 BY PUBLIC WORKS DEPARTMENT Permit Processing Fee: Public Works Only Other Department Agreement Fee: Preparation of Report/Agreement Document Recordation Fee Monitoring Wells Q Inspection Fee: $241.00 t Public Works Field Inspection $275.00 Utilities Field Inspection General Services Inspection Water Quality/Artificial Turf Inspection $817.00 $192.00 Refundable Deposit: $502.00 Improvements Qty. $165.00 �} $121 00 $165.00 $108.00 TBD TBD Street/Alley/Walk Closure: $65.00Newspaper Rack Inspection $108 00 Traffic Control Plan Check 8-1/2" x 11" $65.00 Sewer Connection Fee $250.00 24" x 36" $143.00 4TT Box & Cover $64.00 Additional 1 THE FOLLOWING ITEMS REQUIRE APPROVAL FROM THE Revenue Division 1 REVENUE DIVISION PRIOR TO PAYMENT OF FEES ]Approval: Qty. (Water Meter: Installation Charge $528.001 13/4" Meter $50.25 Water Meter Boxes: 1 11" Meter $121 50 For Parkway & Sidewalk Area (Box + Cover = Cost) 11 1/2" Meter $285.00 1" Meter: 13.00 + 37.00 $50.00 11 1/2" Turbine Meter $700.00 2- Meter: 27.00 + 61.25 $88 25 12" Meter $425.00 1 12" Turbine Meter 13" $845.00 For Traffic & Alley Areas (Box + Cover = Cost) Meter $3,310.00 1" Meter: 13.00 + 38.00 $51.00� 14" Meter $4,730.00 2" Meter 27 00 + 162 00 $189.00 !6" 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 (+100% of hrly over 4 hrs) $1,022 00 5200-5031 Street Tree Fee ($700 Planting Fee) TBD 030-2284 Engineering Tech: Total Amount Due: For Finance use only 'Roth a 901. — Permit Specialist Receipt No. f /users/pbw/shared/encroach/masters/ep front and back masters/ Rev 1/5/2017 epfeesheet xis -revised 10/21/2016 ALL UNDERGROUND WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR Contact "Underground Service Alert" At Least 48-Hours in Advance of Any Excavation at 800-422-4133 TERMS AND CONDITIONS OF ENCROACHMENT PERMIT 1 Fncroachmenl Peimits may be taken out by the owner of benefited property or a licensed contractor A licensed contractor trust provide a 'Letter of Authorization to allow another party to pull a permit An approved copy of the permit and construction plan shall be kept at the lob site at all times Work which has been done prior to issuance of a permit is subject to telecliondire 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 indemnifv and hold the ;Iry its authorized agent officers representatives and employees harmless from anv responsibilitV 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 Provision.~ ,ind Si,mdard Drommi.s of the City of Newport Beach and in compliance with all applicable Stale laws and City ordinances 4 Permittee guarantees all work performed under this pennil 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 Stale licensed contractor must perform all construction within the public right-01I unless waived by the Public Works Director A valid Slate Contractor License Class A can perform any work in the public right-of-way For construction or connection to water Imes a valid Slate Contractor License Class C-34 is required For construction or connection to sewer lines a valid Slate Contractor License Class C-42 is required 6 All trenching_ and/or resurfacing shall conform to City Standard 105-L for parkwavlroadway and City Standard 140-1_, in the alley where a minimum half-allev 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 feel 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 backfdhng, or applicant may be required to excavate site Separate Utilities Department or General Services Department Inspections niay be required depending on scope of work performed 8 All trench restoration must he w pecled by the Public',^✓orks Department No utility Installatlon(s) shall be allowed over or within 5 feet of any City utilities, unless approved by the Public Works Department Locate and pothole existing Cily-owne(I utilities Ole water sewer or street lighting conduits) to verify locations Maintain a one -fool clearanc e over or under Pxistinq i_ itv-owned utilities Sewer cleanouls require VCP or PVC SDR35 be used with a 4TT boy over the riser 9 Properly lighted bamcade� mcisl he provided and maintained .around all trenches excavation°, and obstructions All signs flags fights and other %,,annng and safety devices shall conforni to the requirements of the cuuent Manual of 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 (,an be obtained from the City at a charge of S10 00 per barricade per day with a minimum charge of S35 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 tunes 10 Work within or near bear h sensitive areas will not he allowed during City holidays spring break 'Jemorial DJy 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 Deparlment 11 Any work that extends into traffic or parking lanes and impedes the normal How of traffic requires the applicant to acquire a lemporary Street Closure Permit front the Public bVoiks Deparlment Access lot fire police and emergency vehicles must be maintained at all times traffic Control must be per Work Area Traffic Control HandbooK (WATr;H) No nighttime ltaffic lane c 10Sure5 unless prior approval has been granted Anv lane(s)closure on a major street will only he allowed between 9:00 a.m. and 3 00 p m (Monday thru Friday) unless approved bV the Public Works Department Any work affecting the Slate Highway', traffic or within the Stale Highway right-of-way will require i Calftans Peinut All vehicles shall be lawfully parked 12 This permit does not mthonn° tlae closure of sidewalks streets of alleys for construction access storage of materials or paikinq 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 niatenals 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 I place a dunipster or materials in the public right-of-way a Temporary Street ':IosuIP Pernit must be obtained from the Public Works Department WORKER'S COMPENSATION INSURANCE (Section 3800 Labor Code) rtify that 1 have a Certifictgnatia.— tof consent to self -insure, Certificate of Worker's ipensation Insurance, orified C/o th eof. 3 J % 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 tlae 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 is required by calling I Public Works at 949-644-3311. / YS Any above ground utility facllllle, will ierluire do,,uniented at piov it Irani If,,, idjX enl affected properly owner(s) 10 Homeowner contractors and suhcontrac,olrs ni,iv ea( h he liahk lot . iol,fhon� f lV-ilt-r Quality Laws Best Management Practices will be enforced It Is against the i,w) Ir discharge construction debris into the gutter and storm dram I elory violation, of W.itc,r Quality Laws are punishable by lines up to S�5 00C' and of rip to tiv-, year. ''a prison plus the full cost to clean up an Illegal discharge or spill 17 If a refundable deposit was paid. applicant must submit <a Soil" Ccmipau tic"t Certificate or Evidence of a Slurried Bac,kfill and request a fimal in,per,hnn from f - Public; Works Department Monies may be held for six months after final inspection before a refund will be processed 18 No pees in the public nght-of-way shall be plantP(' wlnove(c tnninu,f ; 1,): alc'n without approval from the General Services Department 19 All work in the public right-of-way must meet the approval of the Public 1^✓,ilk• Department or corrections will be requited li e removals exposing error h i, etc i Additional inspection fees may be required 20 Permit is for standard materials in the public right-of-wav nnly tiles, jr ,viowdv approved by Public Works and an Encroachment Aqreement has been processed 21 Permit is valid for 'description" of work noted on front only Addition,il work performed may require issuance of a separate permit and,or addiliouril fee, No work related to this encroachment permit shall be performed until the Public Works Department has issued this permit. Applic nt hereby acknowledge he/she has Tread 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 after iss Permit fees are nonrefundable. Date: S- /� Ignature: nc . LX �_:N, M 1CCC3= vKAIIT '20/14C - X 24C 2L 24C 1ACAN3 '20/2. _J(:3� 2[ 24C J ANON ", T; , aW NSIDE L/E —3- /C T IL' -C 1a 3 E XI -NG V5100043 '1V'A4J 13)1,31 A3ANOON '20/240 T2G'24C ��V A9ANDON In 240 ABANCOk ,2G:240- 3-3/ IL" TC u0035 h SIT /w EXIS- NC 5100043 I I III I � I � t2G24C ABAVJOA 11C; 740 - �� � ABANoOu 'IJ/2AC I I �ZC/140 `"u :1G'24C 3/C /G -1 TO YGC4<- �JV'w - --- 'iG 24J li AI _/E EXIS NC V_5130043 ABANOD, INSIDE t,'N XIS- NII V5100343 VA:' In INSDE L S 120'2K0 10/240 2Aa EX M;100035 MANHI a4x- 4M 2-200A 'T SP_1 0, IN 3_,,xA 'Y SP_ Ii/GI -200A 3E REC -2YA S"P RE_ ;y2 9-2OGA S'F RE: ;1/a M1C-E -FTC REO'D -T/C RED'C -I/C 0- EX5111 GA6IE 3AS EC SPLICE loco I�0 ,5 �r wu}5 Te uac}72"(52 _ - ,� \ i A Eyi uoos5 ro Ga _y E. E� 52+ 5OC C/L IN1 NA U00 SOJD i'� I[ 5o+f%1 OC C/L Ni 'nA oION uW35 '0 CAFE .p`SySkyd' Y00.15To CAI i \=x -T iC'2' T_ \ VCC36 GP .12 u0C36 TO -:P VOC35 "0 YW,M I ' o t.q, 1} Ex '- 1/Y 'E9 vo0<_ TO u0035 \ M00.1E '0 GP OEr! 21J 3/C 1/0 W µ.� IFt 213 3/C 1/0 AI EP_ V0043 'O 11,10035 \ '\ \fib E% - " ;5•i EP_ Yoa35 TO vOC43 - IT3 �, \ YOom -0 CAP YAK u0035 "0 W • \\ '\ CPS N 33 3E' 49 2• \ W1"' Sn 20 _ CR V510004" VAULT AI I/r,. \ RM 2-75KVA 120 120/2AC SN _ SNP SN 2-4W 2DOA _3 _JNCTCN BARS J043 I-3W 200A BAR XA3) _3 .JNCTDN to-20GA 13 ELBOWS ;I/C) 1-200A DE RE: 713' 3-1/C '/C XLP ;RUN 1 239' 3-1/C XLP RUN 2) .3 E� , /.^' M3C' 3-t L t/C %L' wOA3 TO GPR �e 5 E/ 12-23CA SIR REZ (1 Ct 3-200A OF RE. SEVID-FlY 2-'SK'JA 12K1 1� /2AC AIE1 5N SN E% 4/0 ltE Ex -;• (36';J 9" 2-35C &'-4'C VOD4} re SPECIAL ORDER L INTERCEPT 4 5" *i� DA DIJO' � uW41 TC G�� rr Ex -1' ,29 :\ u a,\ �'A04J 'a CAP u0o42 10 CAI Ex. -1. (19; Q 1 /G (x') A3 TO ,5�\6 —fx14 i4 10 W y *^ ,uuW42 * \ Eµ i 3' 5 c G= Ex 1-2- (2; � NOo43 to W N+2192 LA WT NA IOV - r� CI. M5100043 MANHOLE 5 152 4,/DB - E% 1-3- (66')J IG'6•x7' NB V9389 TC M0043 w043 TIC CM �'" N/2-6• LRADE RINGS REO'C K iQ 3/L i/O .DI EPl AW TO 100043 . 233 ♦/ 4 '-CB'_ RACK A GRD K'_ ;Pl MOC43'O 'SS 211 Ex 3-3" (239) 3-200A STIR SPL (1/7) 6-8W SE.; BARS u4x'523 K Mir 2-100 & 1-330 (2 UMOIU Moo44 TO s vow 2a' 3/C 1/0 7v Ex / -0 l TOCAP MI 4,' 1/03 (W) EPI veMs TO Y0013 14, 'Pt Y004J TC v93e9 = 291 YEx1Eb MTNt �3���' V, uxx Pull 557 1B 1) CN 4•) '�R Wj SR E-200A 'Y SPL ;-/O) ' 3 =2-200A S"R REC (1 /0) 3 65 DE RE,; w- PT 200A 'A' -o 2-75KVA 72KV 720/210 •No CABLE A... S WET Grp \ 90' 3-1/C 1/0 „CN E%fa(1c20P) 'b'$ 90 2-350 & 1-4/0 x-y''tD2` /;IXW CAFE NOTE -�iC REO'C REO^C ( G� -DURING CONSTRUCTION -24 HOUR GUARD TO BE ON STE 7 f -C'1ArEN WITH GREEN SCRE_h i0 S YODA4 10 CA= SURRORO UND SHCO-'LY AREA Ex 1-" (27 -USE SH0.0-"Lv XFMR'S =0R NEW NSTALL 110044 To EXIST NG Ex I-"I1o' 'A- T _ M DATA V°"DDC43 N5100044 O MCI TO OAP S ZE KVA CJS- % _OAD EXIS 15,0 41 33 94 Z PROP _S `.OL"AGE CRO° N'A / /EX 2-2 2- (" YOMA "0 CAP =LICKE4 =ACTOR NA EX M5100044 MANHOLE x CAI PR CRCUI- ANNIKA 2KV YOG4A 'C CAP E� 3 4 4 y}I E 1ACANT 2w2w 7C/74C 2C/7<0 h SID_ _/W x xs Ru 3-200A SIR SRC. f /DI u00A4 To CAP IN 3-206A S'R S? I, /0' \_ N07 Tr W.-.'ID -T/C RED'G /c ❑P -D .004! I" (70) 12 TO CAP -Ex -1• (93) YOD42 '0 CAP YDD4z TO GP �1 �t ---EX 1-3" 7C' TC III W '- uCOA2 is GF II uW42 t0 GP , W \ -Ex T-Y the` Ao41\ C YOo42 \ Cx Ex " t.9 YOD42 TO CAP \ SPECIAL ORDER INTERCEPT PROPOSED M5100043 I ~I II I INSD- L'NW \Pu N NSI)E _/SE c _•Es- -�+ 12 1 2A NSDF NE 44 / CI V5619389 VAUL' _ Q 7'x14'xB' iU3 " W 2-6' SRADE RINGS RE0'D W/2- :' SP 'hh'S REO'D (SM OhE) \ -AyT- t 1iNC M IN 3-ANY 2DOA LB JUNCIDN BARS :JO043EX '2KV 1-75K JA F„SEC GE 120/24C SN 1-75KVA 2KV FJSED )E 12C/24C INT PT "B' 70 V9389 17i 3/C 1/0 .IOI 'N - - — - _ 14-200A L9 ELBOWS (1 'O) S \ YR7w TO EgpN EI_ V92EN To Y00A4 = 159' 2-2UCA )E REC 1-CBL RACK & ORD AT NSI)E L/SW SY<50a C . N m LIDO SOUD Er_ MooO TO n3e9= .36E' swop Dc c .'N- WA ELa1ENa uex P;,L. •Dn 2t3' 3/C t/C „Cn ;RUN t) WARNING: _ 176' 3/C 1/0 C%;RUh 4) (}7) 162' 3/C 1/0 JCn 'RUN 5) -CA-V & TELE°HONE JG LOCATIONS SHOW E '-Y ;3c; ARF APROXIMA-; POTHOLE FOR EXACT '\uw4A 'o GP 162' 2-700 & -350 ;R'Jh Si _OCA TIONS, G q, YDou1oTa 162' 2-700 & '-350 ;RJA 5) -SOME PROPERTY _INE LOCATIONS APPEAR ` C -C PAVE CHANGEC SINCE LOOKUPS WERE W 40' A/DB (GRD) CREATED SOME _ATERALS DD NOT L'NE J1 \ r'D 30' 2/C /0 JCh WITH THE CJRREN- P4CP=_R T" _OCA DDNS \� ss \ DINTI-E RASE MAP WHEN DRAWN P_7R -OTC REO'D CCK J°S T/C REIC') 'C -EED IN-C M0043 IC_SCTN �/. E XIS TING LOADS DUG' ANC SEC NSTA.LEG 'OP O VO/FLKR 56-65 6- N- NA t1JC ECUs T _ M DATA ✓56" 9389 SD-OCx C/_ W' V4 �R1q SZE KVA C-S" %.DAD F" "% t " As) Ex S- YO/W< To _AP PROP '53 141 33- 94%[ R VC -TAG- DROP 352% It C q 'LCKEP rACTDR 343% �RI CIRCUI' ANNIKA 12KV /C� �• \ \DC`/�i., SCALE t.__Y� i �11 u0045 TC YpCiM YOC44 '] .AP LEx I-T' ;1' I YCC44 T^, -AP SURVEYED J 3D EC DATE_ _'VE'=20R SERV 27 A.7R FINAL DESIGN N4kIb; PNo :,. _q«=3,1�; "A_,_,t S it '2A " Work rq Dcys 3e-°re Y, Dg APPROVED FOR CONSTRUCTION PAR v A%NER )An -.I PHONE 909-d4'-3323 p5t'M:- T-o_ uAryrW yAZA 33 - yUNTIVOTCN 3EACr rNONi 349-5�A-51<s .Lw'P�ANJ1eEw ARAt 4+ NO 4-e7o-315C t1iT7M [QREYAN 'RUCx na =R INr<Ni011r YAr Npr rvOMAS fLI.'.' GRC NO JE50. NO _1-_ ) SEE ABOVE OC dee-_7 IMN1i CODE - CNcCKEa AS50C A1EC DE5GN NG r11W..C-1Av NO v9pTN,Gr/EAv NC vAODUCi/6AC VO TO11LA1 REEL - 4NNIKA 12KN PI- 3) 323 VIA '_ID_- SOLD L DO ISLE a2/'S/i7 =u/n NPORT 9EACI- CA e ^•/1o/ti rA4'fT2 rAA/y/,t ENE SNCET ✓JB NC 'YrE APPNphO Br DA'E CPEGKEC N. J11ANN 3v Ax 4 C 1 LC 25 C outnern :,alrc-n a -so, co^,PO y a �. n ^%'I - Al'I^P'N LA. VJIUUVJJ YI'1U 5'X6'X7' JJ, EX 1-SW RCOC IX 1-3w 3P BS (B52076) 5 '0\ RM 3-200A SIR SPL (I/O) 3-200A DO ELBOWS (1/0) \ 71h \ \\\ IN 3-200A LB ELBOWS (1/0) C 8/ NOTE _PTCREV DI rc REDID 'D 60 %N c wT MA lID0 SWD saoD oD C wr MA QNOA a EASEMENT ro +TIE Qtt t •S1 1 11 \ 4' EASEMENT ro TR OE NE'A'Q1T 6EAO1 FOR '�' = S / OF WWRORT BEAD, sraM wu`,Iu gS Putuc uTurlEs EL 2-3 (224 EX VW55 m YQl \ \ \ IX 2-3r- (151) xOI.L ro %Wl8 ARIA \ GP C E% 1-t• (t6� CAP TO CAP To W sacra 62aQ1 +^ EL I-1' XD436 m CAP VL1055 1 Ex. I-Y Oc•) 'r �7.qT ` XCA m CAP U 1-2• (1021 \ EX 2-3• (921 Va055 m %oI \ V0065 m %0436 /� \ \ x01,M TO CAPI n V0055 TOW EX ,-Y (14C } y 8 \ / vross m co / Ell ,-2- (21) t1' EXISTING 4 EA3LpT m TIE CITY 4m GM37 V5100056 v NEwP(RT BEACH Eaa /` _ laoss To W / Vlxxs6 m wass ` 7 - ONE 2EI 3-1/C i/0 IV _ RM: 2EW ,-3/C R nc (AtA1OOm) 120/240 Q VACANT GPSN 33 36' 41.6' \` / 120/240 Qr' 120/240 QQ 120/240 120/240 W11755 122 CR- V5100056 VAULT J 5'x6'XY ROB L SP VENTS RM 2-75KVA 12KV 120/240 INSIDE L/S INSIDE I/N 5N SN 1-PILC SIR SPL (12) 1-200A 'r SPL (1/0) 265' 3-1/c I/OXLP (RUN 1) 25e' 1-3/C 12 PILC (ABND) (RUN 1) 213' 3-1/C 1/OXLP (RI.'N 2) 213' 1-3/C #2 PILC (AMD) (RUN 2) 100' 2-/2 k 1-0 SERV (RUN 101) 90' 2-1/0 k 1-12 SERV (RUN 102) 70' 2-12 k 1-14 SERV (RUN 103) 60' 2-/2 k 1-i4 SERV (RUN 104) 120/240 50 2-12 k 1-04 ABANDON SERV (RUN 105) 120/240 U 15' PILC SEC (RUN 106) MR 30' 1-1/C /2 JCN t 20/2411 Q© © VACANT 3-3WY SPL (PILC) 72C/240 © O© VACANT T-3/C k2 PILL (ABDN) QQL 120/240 INTERCEPT _ Cl X5100056 PULLBOX 3/C 1/OXLP TO V0055 NSDE L;w 3k5'0' FULL TRAFFIC L---' W/1-6' (RO RING REOD IN 1-CBL RACK k GRO KIT r � 3-eWY SEC BARS NOTE -PTC REO'D -TC REDD -STRUCTURE TO PICK UP EASRNG SECONDARIES ALONG NORTH/SOUTH AND EAST WALLS EXISTING SECONDARIES/SERIVCE ARE MANLY PILC -NO PRIMARY CABLE TO BE IN STRUCTURE T L.M DATA V5100056 SIZE KVA CUST x LOAD +20/240 �Q — 120/240 EXIST 150 105 6 a7 70 5X 120/240 QQ— 1-3/C /2 PILC (ABDN) (PROP _ _BSI 3/C 1/0 XLP QQ—'20/240 N VOLTAGE DROP N/A TC M0067 FUCKER FACTOR N/A INSIDE _/E IPRI CIRCUIT ANNIKA 12KV DETAIL "A" � see nRls sHeeT \ \ EX. 1-3" (15') V9387 TO X0056 RM: 15' 1-3/C PILC IN: 15' 2-350 1-4/0 3-1/C 600V \ _ 1 PROPOSED Q 120/240 SPECIAL ORDER INTERCEPT 120/240 —Q Q eC2 120/240 120/240 %%r " !q : V5619387 LQi 1/0 TO ABANDON PILC r� 3/C XLP V0056—Q INSIDE L/E YW57 m YOO.Y 12' za• M0051 TO(CAP A E N0o57 io W Yaps] - (uv \ ` EL t-, (\ /✓ YOQ57 TO CAP _ / OO \ ` 000 0 00 INSIDE L/W INSIDE L/E m HYJt7 R tT 2-1/0 k I-J2 Man 70 "M u, 1387 m METER = 116 OIL METER m 19367 - 1% R ni 2-1/0 At I-J2 Man A MERR Lit IlM7 TO MEIER = 1% Eln YF1ER m V9367 nS YAL PIAl = 6% N: 127 2-1/0 t I-(L low TO METER ER "3t7 m METER = I", EPL METER m V9367 = 2} AL PULL 6% XI -IN M5100067 u 120/240 — I' 1 ;ABDN) I-3/C M2 PILC TO V0056 — 3 3 120/24C — ?, V INSIDE _/W 4'X05' RM I -PILE SIR SP'UCE ;J2' 3-200A 'Y SPL IN 3-200A STIR SPL (1/0 k {2) 1-PILC SAFE END NOTE PTC REO'0 -TC REp'D 120/240 VACANT '20/24C 120/240 120/240 3-1/C -/0 XLP TC V0056 e( C'a Y0o5] to CAP \ EL ,_,• (27-, NOTE -PTC REO') 4, MIa57 m CAP-TC REO D GP S TRUCTURE TO PICK UP EXISTING SECONDARIES ALONG NORTH/SOUTH voosc m uaa57 AND EAST WALLS. EISTING SECONDAF rrr�- --Ex 1- • (56') ARE MANLY PILC �q „ uoos7�ro CAPPRIMARY PIIYARY :ABLE TO BE IN STRUCTL YIXDos;'MIT; ". -c _- SPECIAL ORDER INTERCEPT EASDlNT TO THE `r?1Qq� Cl: V56193- VAULT s YE. , EI Fat 6'X12'X7' TUB y PLAUC uTlun �1�! /r w/2-6' ORD RINGS REQU qCq / w/2-1C SP VBTS REOD (SANDSTONE) V0o5f1.2)3-2-10// � J to N i-� RAp(k QiD KIT \/ ,D' EASEMEM m r1E 0r 2-75KVA 12XV 120/240 1PHASE t-OE NEMPORT III 1CR SI/ PURIC UT6)TIES j%ISN ll3-3WAY 200A LB JUNCTION BARS (J9367) // z• z. 13-200A LBOw5 0/0) /' , i �176' 3-1/C 1/0JCN(RUN 3) '] VA .c �'2' '2B9' 3-1/C I/O JQI (RUN 4) / ' 1 WENT m WX)N 9Y 2-1/0 k I-/2SERV(RlN t06)^ EX ,-Y (J6) / a EAEMENT roCITY e7' 2-1/0 k 1-12 SERV (RUN707) HP TO NN J / rfOF NEwPOR7 BEACH 'CITY 117' 2-1/0 k I-J2 SERV (RUN 107/ aEASEAENT TO THE ❑tt a• PLwJC UTEITEs 127' 2-1/0 k ' 9 SERV (RUN 107, MEWICRT 6EApf fp1 = / / 15' 2-350 k 1-4/0 SEC (RUN t08) PUBUC UTILITIES / /7 4/OB (GRD) x'4. "MI •' / S _ IX t-1• (551 20 2-1350 1-4/0 SEC S CAP ] I NOTE \`-PTC REp'C E' • 4'�[ / 67f3143 C INT NA UDO SAID -TC REO'0 Sown 0o CA INT NA JUCAR -350 SEC r0 FEED ALL SERVICES E ,. 6)A� FROM NEW PULL BOX (XOO56) Ex -r ru^ MKINi7 TO HH I-L M DATA V56193117 r (,m TO 110067 -� - / SIZE -AOUST Z LOAD / + EXIST . . , .% 213') EY ,-,• 1T ; Aaos4 CAP n Ham 2$� PROP 150 1058 47 70 6S •o uaa7 Y1/C I/O 7VI VOLTAGE DROP 0 47x -]/C R (Ak m) '1.1/ / y/ - FUCKER FACTOR 1 54% g 1 TO MOi7 PRI CIRCUIT ANNIKA 12KV CAP m MU06' ' /-EX 1-1•'1JEL 1-t• (,2) WTO 7 YOpi] CAP i0 W m MOOE7 M 2-3* (1161 / y Yo0E6 m M0o47 / `a' EASEMENT TO THE CITY / PRUBLINLw UTul"Es. FOR Y ®EDISON INVENTORY MAP NO. 26-12C-4 \ SCALE 1 -ESL I 2e-12C-I ` SURVEYED ze-tzc-5 0 30 60 DAI'E12-11-16 1 1 UNDERGROUND SERVICE ALERT D,cl 81, FINAL DESIGti 9`nUSA 9 WARNING: P unaC.11 na LPPPI1n9 -CAN AND TEL .00AnONS SHOWN ARE z wo.K,n UP BYfP.e You Gi I APPROXIMATE POTHOLE FOR EXACT LOCATION APPROVED FOR CONSTRUCTION P"R P ""`� °""° m AR Maxf 909-6a1-3]23 p6,wC' r"pJ YOI ATIFw HARARNNE11 OAIIH� aAN55(w R HO }} _ HUN PNGTON BEACH rwO4 (HEX S1a-51 aJ '— (1•a) 670-3162 2167317 AlAOAG; RAM FGRFYAH TwJCK Ha MVp+RY MM iN0YA6 41ADE 0 MP aE51Pl Na P SEE ABOVE 1 OC 916-^1 t13st0 fiv-PASS En HG TUA NO ASSOCJAIED DE9W HO — � moE aANGE ro alEClan ' IrRowcr/sAv Ha Inaouc+/w Ho rNaalc-/sAr Ho T0117t030 � ' �' vYorasm CQNSTRUcnCA (LOCAnoN) F w/AAA 3/3a/n 1C s3fe2 2017 UG STRUC'. REPL - ANNIKA 12KV (PH 2) �— —� W/23/17I vAA/n 435 VIA LIDO SOUD, LIDO ISLE P NEWPORT BEACH, CA B A MAY 12/'4/16 PAA/Ji/F rM/SY 52610 EY_ 'wEAPPgOVEC By aA2 CHE�KL"^ ' DIIAYN B" SINE£ JOB Ya "' A 08' 399^ C i Southern Cah torn lc Etllson company ` aE 2 — I P7XISTING V5100139 LINK PILL N t OUT © VACANT VACANT © © 120/2a0 VACANT ^© 2�J` VACANT VACANT VO 3-1/C 1/O%LP TO W01M INSIDE L/N 0� INSIDE INSIDE L/S ALL IwCS HEADED EAST MERE CRUSHED AT'HE PAL AND REMOVED FROM PRIVATE PROPERTY PER TO906921 0 D�3 EX V5100138 MANHOLE 4'W4'6' RIF 238' 3-1/C 1/0 AP IN 3-20GA STIR SPL 1/0 205' 3-1/C 1/0 JCN (RUN 5) ABANDON NOTE -NO PTC REp'D -TC REO'D 4tiYlU IX 2-3- OUST (z31)- '.AI3! TO N,O,m TRACT YAP Nu III] YN IS/M EX 1-2 )1ST (iW') LOT 3 AW 123-111-001 SRII •Y FITTING I-r CR V5100139 VAULT �Q °`� 6AD'l1 ARANDON DUCT •A 2_6• SP VENTS INT PT i0 A139 RV 1-50KVA 12KV 120/240 EX. 1/2• GIST (5r)-/ SIN 3-3WY 2GOA A2NCRON BARS (J139) WEST DE will 7-200A LB ELBOWS (1/0) 4-20GA )E RECPT 97- 2-1/0 A I-12 (RUN 1) MANDON 30' 2-1/0 t'-/2 )RUN 2) a 1-1 1/2' GIST 13.9s ° YR 30' 3-1/C 1/0 JCN EX 1-2 1/2- QIST (30^------- X Vol- TO FED 13., OWr 30' 2-1/0 t 1-02 IX NOTE. -NO PTC REO'D ABANDON -TC REQ D •1/2- wsi ;u')- -FIELD CREW TO SPLIT DUCT EX LEAD MMDON SECONDARY CABLE ALONG EXISTING a 1-1'2Y NORTH WALL THAT COPES IN AND CUT (UNKNOWN POSSIBLY ABANDONED) EX 1-3- MST ;2311')- -UNK ABND 'ILC ALONG SOUTH WAL, TO V0139 v Y0111 BE REMOVED Ex t-1 '/Y MST I125'1- `RACT YAP % 1'1l .. 15/a6 LOT 3 APN 42}11+-001 MST Ex 11 /Y3ST JL' •/r MST .0 "L `I MST 12, 3* EX M5'DO Y01a1 '0 %2559 EX I_• 1/2' 2.) IX /f , "PACT YAP 1a W1 VL 2i/25-36 _OTS `19p-1191 APY 12}Lit-O02 13 NT EX 2-3' t TEND NTH Cl. Al' TO V93/pp� 86 Itt 205 3-I/C 3` "m 10M0 EPl V!I S TO WIM • 10 FPL Ym3e YAX F1•L t041 NT EX 5-2 t EXTEND NTH 131i}3378 NA J00 t NA DPOI CI 2 2 VO.1 3!Z I I 29 INT PT -A- TO V93°6 Y GIST (9Y; .101jU 'WIN: 9Y 2-1/0 ! 1-Q J� SP, AI TO NTR- 159' / YAX cR • 617' nWACi YAP Nn '117 MM 35/M LOT a APN oaz3-t,z-m �EX'yI_,K 1/2 MST;56") I-m NEXT 1-13 P-^3,e ,a C a VENT - - EX 2-3• (I]0 Yotw '0 A'n39 / AIFA uG01� IB �, TRAM 017510E11 LGA(IOW® ro llwsawel iRTAIL ]ID M Aaa Vt \ , N(N52 TO M139 ,A 13.54 Ex PS VM JC }r 1 NMP8452 TO PSIS} SZ` EX 6-4 ,64) \ ; EX 1-Y GIST (6a) 1\` Mmw TO -52 21/25-3i r \\ V 1 i i I APX Q}112-OOs -5 20+0000 C N I MAULA \� W PEED I '3 C NA OPORTO 8 LINT 25 EX '-I '/Z' GIST ;59'; 11+69 IX tiA (166' V2°N '0 Y01 �1 11.6i IX 1-3. 1229 ) V011I 'D YO142 `ry s E Q ^ Q I TI 1/Y cusi r-" SIC 2-3 •T _ 8 ` 'RACT VAP VP I V Y 35'l6 _ 5 Y I' �0" 13APN a2}11 [-OOa s0' Ex 2-1/o 3 '- /0 LOTS I201-1204 12.6a APN 423-112-002 .I EX. 1-1 I/Y (ac] �IX 6-1• (150] nml v Yotw 1 —IX z-:-A aST '7r 10 INT .X 1-3. It EXTEND NTH SPECIAL ORDER INTERCEPT CI-V5619386 VAULT 2 ,',14'x8' TUB W/2 E' SP TENTS REQb (SANDSTONE) IN 1-CBL RACK t 17RO '-5OKVA 12KV 120/240 FUSED DE SN 3-3WY 200A IB JUNCTION BARS (J386) 7-200A 3 ELBOWS h/0) a-200A DE RECPT 55' 2-1/0 k 1-(2 (RUN 3) 62' 2-1/0 3W'-/2 (RUN 4) ITLM DATA W' b' 4/0B (GRD) SIZE KVA GUST 11 LOAD 30' 3-1/L 1/0 JOIN VA N/AN/A zl PROP 90 24 4 _ j_ 4)_S VOLTAGE DROP- 1.39 FUCKER FACTOR N/A PRI CIRCUIT ANNIKA 12KV NOTE -PTC REOD -TC REDID -FIEND CREW TO INTERCEPT EASTING 2-3• )UCTS THE EX 1-3• VACANT DUCT 10 BE INTERCEPTED NTH A STANDARD SWEEP THE IX OCCUPIED 1-3- DUCT TO BE INTERCEPTED USING A SPOT 'Y_ PULL NEW 1/0 JCN ROM V9386 TO M0138 THRU VACANT DUCT AND CONNECT TO EASITNG I/OXLP IN M0138 WITH STRAIGHT SPLICES TO REDUCE OUTAGE TIME -SEE TM921 FOR RELOCATION OF FACILITIES WTHIN 'HE PRO,ECT AREA AREA No UW INFO AT IME OF DESIGN - TLUI WAS STILL ASSIGNED TO V0/52 DURING DESIGN PROCESS -PED `SHOWS NO _DAD IN' PT 'B' TO V9386 K III 2-1/D t 1-12 WLo 0'FD R VILW'0 PEO= 211S E7•L PED ro 'N]Si= 25a YAX EPL • 61T INT EX 1-Y t EXTEND WITH I 7 5 35' Ni Pr •C• !0 `A93°6 • NO CABLE 00 OO INSIDE L/N 2a'�U •I n 1S' INSIDE L/E INSIDE FINAL DESIGN APPROVED FOR CONSTRUCTION ®EDISON SCALE I . • 1fL .. 0 w w „NDERGROI.NC SERVICE ALER- D1al 811 Cdl JSA 2 AN In9 COX, 90.1, of gDq NVTNTary MAP /s SURVEYED 2S- 1 DATE •1/z5�'c 26-'1,,8-5 PAR PLANNER DAND 'ULLM 'PHOTIE 90f-Sat-S]23 ' J5'TAC' 33-HUM TINGTON BEA(,H i ANON Pot HEW 1MA PNpE SIN-sa-Sta3 RANFR-.-;.1T R 2 A NO n1oxE na-S>0-32a2 21 E7309 ' JATF SON JF6C,YPTON WlWIOW➢I ]MWX p[oFD r—AN .-. '11UIX NO '�/E M`AN_. N0�,H W i, JE '- NO OE9GN TWO SEE ABOVE CC BIBS ti 0139W5 Br-°A59 . I C9 w Y_'COOE �N9nNG �I .a CHANCE � (ENE ID P A 4O ASSOCIA,FO OE9(.>I NO �Jw' ' VO PROWCTiSAP NOTE,, � 'OWCT> NO 'PRODUCT-1 NO T0113i025 1 PlewoSED :-LC-ON —A—) - 2C17 JG STRUCTURE REPL - ANNIKA 12KV 5 s/u/+,�— s]zA_ V"A CPCR-U S' VIA MALAGA J2/JK/'7 VEWPCRT 3EA.;N, ;A ET/NW/bC NwAv/N �_c ' No T`9E aPMOVED 9r I., - F :.PIE CKEJ aY }1AMV 3� ,0° 2 50...... CJlltorn Emson moan/ MARWERTE AAE A' 'NIf' 0R <` t0 �-32 32 0 nq I _ TnNI5H6 ORAOE 1 L/ N/E STORM DFi AIN PROFILE CITY OF NEWPORT BEACH SD STA 16+47 r-AR BASE 2C-391 JI ' I I `a 1-2 6WV (I Tr BOW T B05B2 11, Ii� I Et A 11 A6-N (140') 6M (95.J I TO A f E PI/ I E _- EY '-2 f9/12Xv 'tASJJ � B056a TO BOW I J I Ex eosBaroHH IX 1-2 i (N12) B05N 10 BOSBS I Bo ` �53� IX (tiB) AroY XI TING r— V5104863 2/C JI TO —011N 1/C (1MP TO UNNNo- MuttxtE,1 TO VAIIU 3/C 350IOP TO V0Q MNAOREIIID TO VA66I INSIDE L/S EXISTING V5104853 GPS N 33' 36' 2' 2• IN11T 5T36 Y CR V5104863 VAULTI- /I IN/2-8' SIT 6 RlllC L'TI:T` EAq]I[II' W/2-5• $P VE115 ' CEOICATEL M THE Cn S \ / INEWPOR' READ+ EX OTC To 32 / RN 6-600A 2WAY SP1. ',1000) (FIG -35 Vt610 TL VBTIJ \ �A 32 =/='_ 3-600A SOUS` SPL (1-100C h 2-350) IFlG 'u IX 2` 5" 3-200A STIR SPL #2; AN Asa-SJ,-O] V4B6. rc VBB10 I Jz �, i0 � �i' z-2WA •7• SPL ;/Z, 520' 3/C 350 XLP (RUN 1) I •N 520' 3/C 350 X1P (RUN 1) TR 130KVA 12KV RO 120/210 SN !! I LA3N '-25KVA 12KV 1201240 SN 'OL I AN 4511-u1-nt 51 12-600A 2WAY SPL (1000) (FIG •G') 14600A 3W SP (1-1000 A 2-350) IFlG •� 6' PUBLIC UTUTY EAYMENT J I I 1 EX a-200A STR SPL (12-1/0) DEDI M TO THE CT" 0' �` ' -y I N �, 60' 3/C 1000 JCN 'M°OP- SAD' j 120' I/C 1/0 JCN aT AWN' � SPECIAL ORDER A FOMMNG MAN NANa INTERCEPT _ %ND CO1W W AREA I I I _ _ Cl V5104863 VAULT 2 J�zr Ex 2-5" (t14'; �+ IX 1-2-IDty W/266�G� RINGS REOb TUNNEL �- AMN ase-v+-oc vABCT To uP J �♦` Ire]q] m ecoze w/2-t0' VEN15 REOb (SANDSTONE) a 2-5" (SO' CAP TO CAP N\ N I IN I-($ RAG( k GRO NIT EX 2-5" (102') V V4 +-2-bl-ITKv �]60') / 60 j`� APNAazr-p2 v4B63 TG 86021 3-6oDA 3wAr sPL (loop/}5D) (RC 'H') V 2 TO v4BcH V I 6-200A 'T' S SPL (1000) (FIG •�/ 'R 2]WN3 T HAS RUN ll\+ 2-200A •I SPL (J2) FROM V1Bi3 TO CAP 6-600A SIR $PL (/2) Ex 2-a/C '-2/c S3) I zr.43 1. I HH To HH I 520' 3/L 350 JCN (RUN i) Ex 1-2 6 9/12Kv (W) EX P— ! I V E ! r ]!> Ex - ((('''""''''������� I 520' }/C 750 JCN (RUN +) IX t6-N (10J') / vaBf3 '0 BOSB3 ( I A i0 A q Y4B63 50 (CAP ® ?/ f E __ _ I r NI 40' 4/03 (GRD) E EY � Q' NN (]Y) \ I1 I _E SR 12-600A 2WAY SPL (1D00) (FIG •C) —�\ Ex A-5' (]7)) J`: - / I / 3-600A SWAY SPL (1000) (FIG •H") rFIX 01112A1 y4N3 ro A TOA 2/C R'P TO INKNOM Ex IM ;153'J VC R ALP TO tosu W Ara s /C R XLP TO Pin] I / ]/C 1000 AP TO uNKNOM VACANT 1/C /2 AP TO VI(NOMI I/C a l LP TO uA(N01N I/C R x TO LIA(IWWN I/C R IBP TO NOS VACANT VACANT 3/C 350 HOP TO V4062 3/c 1o00 AP TO tNINORN VACANT (BAG N)CT) VACANT INSIDE _/N INSIDE L/W INSIDE L/W SPECIAL ORDER PROPOSED I� V5104863 , 17 -20" TEMPORARY REINFORCEMENT TO �� BE POURED IN THE FIELD AFTER VAULT INSTALLA RON h�--�I-30" 20- i INSIDE L/S WALLS AND FLOORS TO BE INSIDE L/N POURED IN THE FIELD AFTER ,POURED VAULT HAS BEEN \ / INSTALLED NH TO A I/C R ttP TO UNKNOWN VACANT EX 5-4" — AIIU TOffiv4B63 O i 3/C 1000 t =v 3/c am xp � XLP TO vB10 5w 3/C 350 JCN h VACANT t6 5W 3/c 350 JCN 3/C 1000 .ICN TO Vf]]3 EPL V4B62 TO YAW = 520' EPL V4 TO 14B62 SZO VACANT — PULL = mA' 2 IX 4-i" `Inn3'rIT/o ARN 456-5J2-60/ �_ rl !- to-200A SIR SPL 42-1/0) RE SHOO FLY AREA J 60' 3/C 1000 JOIN /I 120 1/C 1/0 JIM I AN 45b2 I-0, NOTE -PTC REOD a z-A/o ,-z/Xa / I '� ♦ I -TC NV -DURING C CONSTRUCTION -24 HR GUARD TO BE ON SITE -CHAIN 'JNK FENCE W/GREEN SCREEN TO SURROUND SHOO FLY AREA -NEW TUNNEL VAULT USED IN SAME LGCATION DUE TOEXISTING CCRLE AM FAILING PULLING CALLS IF STRUCTURE MOVED + C N J i' L M DATA V510ST X KVA OUST LOAD EXIT 55 22 1 ax' iPROP 55 22 1 Az VOLTAGE DROP N/A -- •- : .� I i I1 Y f,�L T �% [J I FUCKER FACTOR N/A [J/L• IPRI CIRCUIT KEWAMEE 12KY s E R / AN 458-16rm a 1-2-IWV (US) I I I V4B63 10 86015 �J / 2040000 C MARplE1B1E AVE ao c wIET IA / AN 1511-163-02 E 3 (1A0) I SUR EYEV D l DATE ®EDISON SCALE ' . - -la- ,. 0 30 60 UNDERGROUND SERVICE ALERT DiIS 811. Call USA FPr Un DerLj 2 WPrking Jaye, B.f 9efor. 1- D" / T I vaRi3 TG t6C2L �/ _ 1M TG HH E __ IJ �J / APN .5F16.3-03 'x TEMPORARY REINFORCEMENT TO BE POURED IN THE FIELD AFTER T��,' VAULT INSTALLATION . G' 12 - = T� _L PROJ T R 0 IR M NT (Y/N) EDISON EASEMENT REWIRED QN PWRD w6 REWIRED o PERMIT REWIRED 0 PERMIT TYPE TRAFFIC/EXCAV OUTAGE REWIRED OUTAGE DATE TIME TRAFf1C CONTROL REWIRED QY POD TRAFFIC CONTROL REDID CONVEYANCE LETTER REO'D ON ENVIRONMENTAL CLEARANCE REO'D []N CSD 140 (TLM) REO'D ❑N WARNING: -CAT),, TELEPHONE, FIBER OPTIC AND STREET LIGHT JG LOCATIONS SHOWN ARE APPROXIMATE POTHOLE FOR EXACT .00ATION TO DESIGN N EN RY M� NN B601f - � EX z-a/D 1-z/Ge OSB') �' n-NSA-q I moll 1IX1- 1�VJ HAPPROVED FOR CONSTRUCTION z;_;x_s P1M�P,ANNER' , , X1079 TO 66016 'CT ABOL ✓} uA'T MARS AtAI�(R TOOO 6 N16E SR Na I APN 45F163-ON GATE REN40N OESLRIRTON � ��, �33 - HUNTINGTON BEACH pNE fA!-51a-5ta5 n16t 60.5-5tl-2]a5 2167414 FMl71AN TRU(X NO P/[ W3FT1i0Rr uN TKIMAS gllOE CRIO NO DESIGN NO SEE ABOVE OC 919-G1 t14D37 I av ,4o Y_ �"4 PUSH¢ ro_ �o3Eacm A No AsaoArtn DEsd No Reo)1311/6AP No .—.T-1 No PRmuaT/6AP No TD11360t] PROPOgD CW6TNCTION (LOCAToV) yr 03/30/^� Tn PAt/TT s31a5 20'7 L'G STRUCT REP, - KEWAMEE '2KV P MARGUERITE AV W/S S/O SAN JOAQUIN HILLS RD 03/+5/+' rAR/1r NEWPORT BEACH, CA ICI a . 93EET roe No cH6aEn e,R,Es A aPNo�Ec eY, .ATE Y , ORAwN eY 2 pp ,,11 ZZ 3 081 J J SIX BAY PAR ET AODFO SOX OE AODTKNA. BAY SOUTH 6 OIIXiIA PAR ET South— C.11farmC Etl160n Company Company Y J11 Y J 1 1 '7/5/2017 City of Newport Beach Page 1 of 9 6:34'.47AM INSP150 - Daily Inspection Request Report Requested Inspection Date: 07/05/2017 Inspection Type: ENCROACH Inspection Area: PW Site Address : 1 PUBLIC ROW Activity: N2017-0200 SubType : NEW Status : APPROVED OWNER: CITY OF NEWPORT BEACH APPLICANT: SOUTHERN CALIFORNIA EDISON Phone Phone Description : Pothole area for proposed new SCE vaults on Via Florence easterly of Via Lido Soud, Via Lido Soud at Via Ithaca, Via Oporto between Via Lido and Via Malaga and Marguerite Ave Inlet Dr. Pavement restoration per City Standards. Re que We dems) 11971LIL -15 Item: 10010 BACKFILL / COMPACTION- PW l� ZLYl14 P ` c�/ Requested Time: 7/5/2017 12:00:OOAM Requestor: NBIVR 9514674610 Entered By: NBIVR Comments: AM Assigned to Inspector: 1, Date:"5-1 ` Time: AM PM Comments: V 1. � _ (� N � L E iU Gt P0a'V c.✓ . b11 00 01' 1 Ll L�17 --)N ;,)Or to ,.trd 0 .P . - 'Ji`�6�64'D L Cw 11V /w/--e Logged efile F \Users\PBW\Shared\ENCROACH\MASTERS\FORMS\InsoectorSheet doc 1/6/2022 City of Newport Beach Page 10 of 18 4:3034PM INSP15O - Daily Inspection Request Report Requested Inspection Date : 01/07/2022 Inspection Type: ENCROACH Inspection Area : PW Site Address : 1 PUBLIC ROW A/P/D Information: Activity : N2017-0200 SubType : NEW Status : APPROVED OWNER: CITY OF NEWPORT BEACH Phone APPLICANT: SOUTHERN CALIFORNIA EDISON Phone Description : Pothole area for proposed new SCE vaults on Via Florence easterly of Via Lido Soud, Via Lido Soud at Via Ithaca, Via Oporto between Via Lido and Via Malaga and Marguerite Ave Inlet Dr. Pavement restoration per City Standards. Requested Inspection(s) Item: 10250 FINAL - PW Requested Time: 1/7/2022 12:00:OOAM Entered By: WEBUSER Comments: 'ANY-' Assigned to : zzzzzzzzzzz* /eo oo 4Mif /4"e ll�i I •a'� Requestor: WEBUSER eOwjG%P4