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Home My WebLink AboutN2017-0410Cityof Newport Beach 1111111111111111111111111111111111111111111111111111111111 Permit No:N2017-0410\! 00 Clv c Ce ter Dr e, ewport Beach, CA92660 Permit Counter Phone (949)644-3311 Project No •. yam,,,.. �: Online Inspection Request - www.newportbeachca.gov /Online Services Inspection Requests Phone (949)644-3255 Job Address: 1 PUBLIC ROW NB Thomas:Guide: Description : Remove and replace SCE vault on Marguerite Avenue at Inlet Drive. Concrete and pavement restoration per City Standards. Parcel # SCANNED 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 HESPERIA, CA 92340 Applicant: SOUTHERN CALIFORNIA EDISON Phone : 714-329-2778 [ Address : 7333 BOLSA AVENUE WESTMINSTER, CA 92683 Special Cond.: Pre -job inspection required. 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: Utilities Approval : Traffic Approval : General Services Approval Contractor State Lic: 423545 License Expire : 06 30, 2018 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 $3,671.00 Paid : $3,671.00 Balance : $0.00 Receipt No: Date : _/_/ Other Department : --Date: Date: / / Permit Denied Date: Date : / / Issued Permit : �-- - Date: I / t t / I-) Date: FEE WORKSHEET FOR ENCROACHMENT PERMIT CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT All Fees Are Non -Refundable Unless Otherwise Stated PROJECT ADDRESS: PERMIT N2017- oqi0 1 Pvbl; G Row NUMBER: APPLICANT: SavNun► '�p.�i�orr►id Ldi5�1 Permit Processing Fee: Public Works Only Other Department Agreement Fee: Preparation of Report/Agreement Document Recordation Fee Monitoring Wells Q Inspection Fee. $241.00 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 Qtv. $165.00 20 $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__J 4TT Box & Cover $64.00 Additional THE FOLLOWING ITEMS REQUIRE APPROVAL FROM THE Revenue Division REVENUE DIVISION PRIOR TO PAYMENT OF FEES Approval: Qty (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 1" Meter: 13.00 + 37.00 $50.00 11 1/2" Turbine Meter $700.00 2: Meter: 27.00 + 61.25 $88.25 1 12" Meter $425.00 �2" 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 $189.00 16" Meter $7,190.00 Wry. lsuaget mumoer 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 aver 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 tea: "5.(,-7i . _-- ?at a 6-tl -,il Permit Specialist Receipt No. Rev. 1/5/2017 !7 w u7 Z f� ffusers/pbw/shared/encroach/mastersiep front and back masters/ IepfeesMeet As -revised 10/2v2016 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 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 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 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. Locale and pothole existing City -owned utilities (ie 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 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 Slate 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 Cc;de) I certify that I have a Certificate of consent to self -insure, Certificate of Worker's Compensation Insurance, or a Certified Copy thereof. Date: 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. J 15 Any above ground utility facilities will require documented approval from the adjacent affected property owner(s). 16 Homeowner. contractors, and subcontracolrs 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 Stale 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 Compactic,t Certificate or Evidence of a Slurried Backfill and request a final inspection from thr 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. er 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 (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 'nrnrk 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 as 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 after issuance. /� Permit fees are nonrefundable. ` Date: SS .( �� SlgnatU-� LEGEND Or CONDJ�T SYMBOLS j (CONVENTIONAL U. G.) EDISON N0. CprgIIIT REO'0 SUE OF CONOUT RUN N0 LENGTH OFCOrOU, RUN TRENCH F C- F. E Y c-oe. rc) RUN RoNo. El f L[xcrH O TTRNa STREET LIGHT I I N0. NNWIT REOb.-+ 9II O CONOUIT RlN NO f-IENGTr O CO 1 TAR STR£E- LIGHT TRENCH TYPE O FACUTY RBN NO f UFEINOa REO'O- INpIAL EDISON .0. CONWIT REOb._�sm OF CO ow FV RU N NO y EYG ODORS W T p1N CdRNARYI on misrRlcNON ws6M1NN STRE///��EE----TTTII---- LLLIGHT No. DONOUIT READ. ��S2E O CONOOT ROER[NCE RUN NO. y Kx0 OORTES CPMA1 RUIN COINRUA1gl Fp! COISTMICIIOY NIOWAOOr ANY OF THE ABOVE SwBOS sLNLEM iDENOTES THE FOLLOWING: OB COHABIT MTHOBT ENCASEMENT15 ACCEPTABLE FOR PARLOUS TRENCH W ONLY M ONLY LINE OR TWO CONDUITS • SEMI -ENCASEMENT IS REOURED FOR i PORTIONS OF TRENCH WITH ONLY THREE OR FOUR CONDUITS FULL ENCASEMENT IS REWIRED FOR MORE BIAN FOUR CONDUITS GRCUN� CONNECTION INSTALLATIOr, IN A PO.YET-YLENE VENT SEE UGS AC 760.2 pLr 1/r �!Ir.-.Nx; p/< laaw-4trm n, YK -m3N YK atS-RIW NOTES 1. R A595T x L•IOOOIOM 511M1ICTBRE lOUMc spy M( SU9FAQ. xSTµ. A N 6ARC OONp ,M, FRa NSOE M YENT APE TO M IFRUCN aR01NO SYSTOI. lr5 xSTALLATION TILL ALLOx • 9N3L P[IrgOI Oka R R NR MC SSSrFY Og1.O ANp LOGR M FAOylTRS UNAOEO. [ N51ALlAMI SMAI AR R111LT IIIIFRNO M NML xwT RNANQ CWE. a A M M® ANNNOyaS AWmgIrO[SM AxNp1N FTwN M 0onmAcr G18LE IOCATWp GOtIPANr. Fes As9sTMa 1. ONII A e/1.' - FOt OR.INONC -1 AP•ROWIARL• - •IO' - M -1 YE.T. 1O1 FN SLOT. M QONrO CONECTIOR 9 U) RE Art4OIm a THE SEE O M YEN' FACrra -1 FROM M STI(CT. Tw3 IS W[ R YANTAM A NA- ARFACE TOI 4rtAOwc SRNCIVNE II)EIq :Y110r SRRERS LIST OF MATERIALS M0�' [EDISON CC.] 2. tNw •>e�e«` w `aa.°. rvtlltr IM S - s �el awaFF a xv^^'IY o' mep •w4 SEE ,o XCFa NOE. oR REFERERCE ORAWACi OEM ®' '0®"''.' 1MIIIII� 1 1 __4S'JAiAI'�1t<l4W Wei. 77 .1' 711Y CONCRETE PRODUCTS 'rceai <encnte .err <arnafle •4« Mck Cow• an0 i ^W.b ••Rr a rae.luw r.NrmerlY a tM rawl.q 1rlR P a PNbwa Testae JENSEN PRECAST 11221 Son U Nair A F...... Carr. 92335 Prxry: (909) J50-4111 (0001 251-6100 OLDCASTLE PRECAST 106W •INxx. Aw.. FPnwrx. CRlif. 92337 Pear. (909) 428-3700 (GOO) 624-MW FOR HANDHOLE AND PULLBOX MANUFACTURERS. SEE UCS HP 200, TYPICAL CONDUIT BANK SECTION SEE UGS CO 120 IA 1 18' BmOrlc t t 11 Or1ECT 61/N4 SNxY carstRucro' Ta rtfa colaAT I - AA PRECAST VERTICA, SECTION VAULT SEE UGS VA 411 `TuNmEL E-we" SECTION CENTER Y-CONOIT TERMINATORS REP UCS W 142 (TYWCAI ALL MANUFACTURERS) LOIRIIT RNIFACRRRT RISTAWTIOI GUMS FO EXACT ENCAYAIKA OMOTSIOIS FOR EAOI 5TMKIW 9d. YNNFACTORR'5 "MRS 1RN MARR .ONNAI SEE TM .E-.N vrRCAST UTUry YAULT CC R i RARU SIRE I NT6-TW6-11 EO 16-16-BRINE NR _ • R . 6' RRNE STRE NTbTVlO-11 ED 16-21HIUM EI RNNE 5,RE N7e-M4-1I m 71-2 - UMMO. K•-.U6 P O]C O:N!RM 1P[0NVN01 FOR x1ECA3• SNMCTIR(S UR 0 OSS AL]xMIC T0LO1AN FRR IMSTALED xCCAS•-CTLRES UR VA 41r NRCAST NRnCM SCCNOI' vAUIT UR VA 4R V/UtI MEEX. -W OR FNE45T UCS TC eu YAVLT mNR-NOC, ST EEARMR 46' . W UR K ra0 OIONO ORS U6 K nl AYv O UR x5[RTS TM. T M. OCrK AC T25 LOUROIf AMO OJ4NITTY IIGS Al T42 lA,]Opl TYPICAL CONOUIT BANK SECTION TYPICAL CONDUIT BANK SECTION SEE UGS CO 120 SEE UGS CO 120 i _ + Y T I Y L f amaxc Y arBmL } ZW-CNULYM[NT Y YAW r NLL 3 OI • OOROUrs [ML YKNT THAN 4 NOOR (emAS( YAW RE9MRm1 LEGEND OF DRAFTING SYMBOLS TRENCH --- ms mRNT ltrsr • a) -...- alsT oxm LYAN11I1 STRUCTURES -T EE4w a[ EB ® w a o Hxoro[ ® w.r ® •'.. 4LAro aF10 oaoRAro ® •Aro xAIpONp OA301ro 0 Sep. uR1. xlcxaa ..M H1g4r1T i .onsl Rules LNL, qp 1 EArAWPAN Ol. _ R gI(II1 i /l4Ti' 4 \\ r' VICINITY MAP / NTS a IL 919-C1 THIS PLAN APPROVEL' AS TO LOCATION AND TYPE OF ELECTRIC SLIBSTRUCTURE5 Ow•1.PI' r: CHANGES IN THESE PANS WILL REOUIRE AN ADDITIONAL J TO 4 WEEKS AND Sx CUSTOM«R WILL BE CHARGED IN ADVANCE FOR REQUESTED CHANGES. CONNECTING TO EXISTING SCE STRUCTURES I SQ rfrAxnxl{A wal•xar• .c r1e1 a1w•t 1 I11I. yl•rcA r tv-F le •bRry Sfi atrvclNa •aarn1x11 W cmrlctof. R M •rI NaY F OwTe..•t OY SCC. Cenlecr IM mvvyl• SL .SEE ell. Wxsr. 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Duct and SETROtum Insp<CEO: CHRIS WHITE Phase: 714-796-998� Cminq CaatRKtw CwdealN: Phone: CONTRACTOR COST PLUS❑ FIRM❑ DEV.❑ INCLUDES PERM, PAVING YES N0[] PERMIT NLIMBER DATE STARTED DATE COMPLETED INSPECTOR 1NRGSTER EOc IIT WARNING M (4W a YIBT TIME AL SRrs Np381A N A1m mITAO WM YAIRRYNR01Iy1Ri Rrpl WY IpAT W WY A NRSO6 aA ¢1YM6 N FAORp N RE IIRA M lmrm Lau1n6 v mmI 06O641D rAO11Q M TO Ra1®, R i10 t AmRArw IF 1 rNA w R106wAni tMR liGiOb M9 N[ EQT Ill Iw 1a NW®F.s7 6 N6lotsm o K (rAMRI UNDERGROUND SERVICE ALERT Dic, 81, Undrq dA FN Locotyq 2 WNYin9 pa, Be,- Ya Ai0 FINAL DESIGN Nrd nRy9ND APPROVED FOR CONSTRUCTION ll;x °En NAB g�; a ;;, OSTNtT xNy rrOl Wrt HA9A xM1I[R TOOO 0 Wg SR N0. JJ HUNTINGTAN BEACH ANDRE W9-314-5146 xIO[ 605-SBH2745 2187414 FORBrw TRUL1< xo. /� A.LEN1tm MY 1HulAs NIA[ ao No. ce9a No. Iv QF AROYF K 9t9-C.1 614037 Icso 1•U T0113 067 yr 03/30/1I M PNgry 53145 7017 UG STRUCT. REPL - KEWAMEE '.2KV 0.5/15/1T PMI/TY MARCUERITE AV W/S S/O SAN JOAQUIN HILLS RD OI /p9/IT El/'-/T PWA'J NEWPORT BEACH, CA �+•RDYm "I OAR CACOIEO Br WAWI BY Ay 6 .roe N0. $OUthlm GOhfOrnlD Edlsan CGmcenv _O_ 0814037 ° YSSJ3>°> cxe, EXISTING SINGLE LINE �•3 mr as+aeoxe vsllalee � •-7. ---_ m �. i MIS s:" J c N • rc e5,0em3 To e5+06m] e51105e! � a• - \ - cF e5„DSa. L.- as 10 e1 00EACW'a.• ` \% /i o. BSIIOse6 _ �' 3 J. •. V51 We63 no xV (1 •1.1e) �'.. law. 3 m \� TO es,Dam3. �. 11.915 D eswaoo / .i. � \ �` To v5lo.eeD a/• rc estow e'. .. - •. 0 95104e5e� •`y\TO esimal. 63105W _ <� s rc '°' «e>\• SHOO —FLY SINGLE LINE r°"3 Tc a 1Z1, - wsl3]ae '\`c 7 \ vsselxa• r \�12 1231 Mia --- vsllalee 1 "oT .- � Iy "''''''��•�YYl cc =,a.! oSl,6 y ; •g TO 95+OaJ7) esl+osnt r - r/� • DSe.To J a2,M7 ]' mo.m MKN ,I 8 asnose5 T'., estowla e51T05e6 rR •• N E evEAam ,� • � Vj10N167 ae0 AP (1 11111111,10 v5YM6ip� •. is \�' V51 Wee, •\'. 7 S . TO e5106014\ To MJ1. e o �/• '.. T. rc v5+o.eac Tc 851mo e;. ci -- m e51-5e��`]x TO e51pe0t♦ s 1` � SINGLE LINE LEGEND ORCUT 1 - KEWAMEE 12KV 0/0 MW SUB CIR.W7 2 JAMBOREE 1121(V C/C .^,ROY^ SUB rc r55xx]D] we _PROPOSED SINGLE LINE TC U5532707 632. 1231 5� ice- e51105A + e51+0ea.5 _ - BstIDSe.� v�JlolaS a es„osee:5,y To vslo.eeo r ' To e5 DDo V- rc w,o.eaD� a. rc BStO i, \ 4 \ 11 mom mmm ___ mm m� To eslaso,e•, ® 01,9TR SCALE-. I. - fLrS UNDERGROUND SERVICE ALERT Dial 811 Call USA ra, Uaaargauna Locating 1 wo,YMS Day e•fa• ,oa C., FINAL DESIGN,«.x.�,o APPROVED FOR CONSTRUCTION V5c 37-+5C-6 vA" vl•wEA D.MO -]TULUR AIDE 90e-MI]3! p3NeC' rTNY xxel a TT N.R. rllllt[R T000 a P No- 33 - NVN TINGTON BEACH a10[ e.e-51.-S,tl t+,p( eos-See-273].5 5161414 roar•. mu« No.. wdlon ew Tuo•tis cva a•o No. ocs« Ro. SEE AeovE a ele-c1 e+aw7 can I.a �— er-vss 0,i.QE Tu. .•. No. •ssow+m oE9« «o. — cmc «waE rc— oNc«m le.o•o a .Rmuc- No. veosucr . No. rR CT No. T01136087 Lo 5,_ 2017 UG STRUCT. REPL - KEWAMEE 12KV o,em uARGUERITE Av w/5 S/0 SAN JOAOUIN HILLS RO raps I NEWPORT BEACH, CA � Asa ra er pa•w er u e „aD �Dmpa�� A o< 3 0814037 MARGUERITE A%IE AT INLET M ea' 32-1 erg' I RMS1m GRAM 15 4- s .6 .r 30 20 Ir a I. w I L// N/E STORM O12AIN PROFILE CITY OF NEWPORT BEACH 5.0. STA. 16+47 (PAR BASE 20+39) ' Bo5e7 TO e05e2 I I E#— j Ex. Ee-y (l a'1 / HHroq I E. NH Tip I a I I f nose. TO eoSe.T i tI n a 7-JSC .0`#`# (5'1 00.56A yl E a. 1-2 IMv (462') QV MISS, TO eoses sr_ q To a I 7/C RNIP ro LIFNIIIDWN I/C RXIP To LAANOWN ®O NANOREum ro va62 '0 '0 J/C 3WXP 10 V.e62 TIMOIUM 10 V1862 OO INSIDE L/S EXISTING O ro KLINKNONH 5C -cm, INSIDE L/w TEMPORARY REINFORCEMENT TO BE POURED IN THE FIELD AFTER VAULT INSTALLATION xl TIN V5104863 2/1 R XLI 10 LRIKNc 1/c R 16P m e05W 1/C R 4P TC A6797 3/C 10m XLP To UNwC VACANT I/c R II To LNRKIW 1/C R XLP To LINOA3e1I I/C R XLF TO UNKNOWN I/c R XLP To em16 VAC.JIT VACANT 3/C 350 KLP To V4e62 3/t 10m RAP To~oWH VACANT (eA0 OUC71 VIC IOm K. To VACANT INSIDE L/N _ El L�i INSIDE ./W ASPECIAL ORDER PROPOSED V5/04863 INSIDE L/S WALLS AND FLOORS TO BE INSIDE L/N' POURED IN THE FIELD AFTER �IN TERCEPT VAULT HAS BEEN INSTALLED. GPS:N 33' 36' 2'-2' IN 11r 5" 367' CR:V5104863 VAULT 1 61110X9'6' PLIBIK U1WTV EA9EYENT W/2-e' SP vEN15 / TIEpCATEO ro TIE Ory pr NEILFQiT 1EApl. EN 7-5' � p. RY: 6-600A 2WAY SIR (10m) (RG. 'G') vend ro wm 3-6ODA JWAY SPL (1-IOOC tr 2-350) (FIG. 'H'; E. 2-5' / I 32 _� 3-200A STIR SP; (/2) APA. 47e-5Y-07 Va63 Tp Vee1a; ' J2 'p, L / 2-20DA 'T' SR (07) 520' 3/C 35C XLP (Run 1) J 52C' 3/C 35C XLF (RUN 1! TR '-30"A 12K1 RG 120/ 24C I-25KVA :2KV 120/24C Aso 5,1: .tl' APN:.Se-221-0! S, 12-61 2WAY SPL (1000) (FIG. 'C) / I 3-600A 3WAY SR (1-1000 tr 2-350) (FIG. -H-) 6' PVO C TI TEOA�aJ _ 1 I 14-200A 57R SPL (R-Vo) ' 60' 3/C 1000 JON RETORT BEACH, ®- %I 120' I/C 1/0 JON LOT e9-EASEMENT FOR !' , LANOSCANN4 NARITEN'NCE C.P ; ' SPECIAL ORDER AND CINNIM AREA 1 1 ; _ INTERCEPT CI: V5104863 VAULTz 7' 16'N6' TUNNEL `J a. 1_7-12Nv W/2-E' ONE RINGS REOb INN: aSR-yr-R6 weu rc cw [ \ P6r9% rc ow2e i� W/2-10' 3 LENTS RIQC (SANDSTONE) EX 2-5' (50') CAP ro CAP I _ (76 ,�)1 IN: 1-CRL R3WAY SPL (00 EX. 1-TO 9-121 6C' Ex 3 T (107) I va63 ro e60P �jl _�' 3-600A JWAr 5Pl (10m/350) (FIG. 'H') wn3 ro Web] AFx:45e-221-OI 6-600A 2WAY SPL (1000) (fIG -G-) FIN 27-15A-9 HAS RUN 1 2-2001, 'Y SPL (/2) FROM web] ro CAP 6-600A 5TN SPL 2 ' � c E 11 To rw II / 520' 3/C 35350 0 JOT R JON (RUN I) E. 1-2 6.9/1Mv (2e4•) E# 'a 1 520' J C R�1 (Im'j V4e63 m e05e3 �C.R) ' / Lux 1) TO S, q./ Ex. 2-5' (6P) -i EI E WI: 40' A v4e6J r0 CAP ® ;p • F C,,. _— h yy I /OB (GRID) l S)- ,YG SR. 12-600A 2WAY SPL (1000) (FIG. 'G') OL 4-5' (7.Y) •P F / 3-600A JWAY SPL (1000) (FIG. •H-) q lip q V.e6] ro Pbw1 _ W ` I' ) 14-200A STR SPL I 0 Jy"' EN. F` Own q TO q w rpq R qP ro LlMlrlaw AT Ex 5-A' We62 To V.e63 O IWk 8W 3,t 3� 3LP Ram XLP TO Vee10 ITS t� VIC 3M ALP ! of Ai ! 5w 3/t Jo JOX 1000 .ALAI To w1`73 ER Va62 10V.e63 . 520 EPL V4e63 To Va62 520 .1 I'm PULL . 229A' - TEMPORARY REINFORCEMENT TO BE POURED IN THE FIELD AFTER VAULT INSTALLATION EX . 1-2' (1631 CAP TO V4063 \r� 0 3 FLY AW[A f 60 JCN 3/ 1t/0 JON [�\ Aw.5N-221-P �l ) NOTE: -FIC REO'0 E. 2-1/0 1-2/08 f J `♦ , -TC REObe(c / j-DURCONSTRUCTION HR, Q1AR0 TO BE ON STE jl, -DIM. UNIX%OE W/GREEN SCREEN TO SIRRO(MIl SHOO FLY AREA NEW TUNNEL VAULT USED 1N SAYE LOCAnON DUE TO EXISTING CABLE AND FAILING PULLIN CALLS IF STRUCNRE MOVED •�`__ P, A _ T.L.M. DATA: V5104863 SIZE KVA LUST 2 LOAD _2 a I !' COST. `L5 2_2 1 4j PROP. 55 2_2 1 ±X VOLTAGE DROP:N/ACK _- 1 lNl J�17 i FUCKER FACTOR N/A — I+ i•`„ ? _ ( 1 LJI- PRI. OR LIT KEWAMEE IMV I - APR-45e-163-01 I v4e63 TO eml6 OD.m CA WRCIIEMIE AVE. OO.m C wl[T OR. 3 om'I API: 456-163-02 , Wes] ro em2o Mlrolw 1 1 / �I �l ♦� �1 PROJECT REQUIREMENTS (Y/N) E01SON EASEMENT REQUIRED ❑N PWRD 68 REQUIRED ❑Y PERMI REQUIRED Q PERMIT TYPE. TRAFFIC EXCAV OUTAGE REQUIRED c OUTAGE DATE. TIME: TRAFFIC CONTROL REQUIRED ❑Y PEO. TRAFFIC CONTROL REo'O Q CONVEYANCE LETTER REOV ❑N ENVIRONMENTAL CLEARANCE REO-O ❑N Cm 140 (RM) REOD ❑N WARNING: -CATV, TELEPHONE. FIBER OPTIC AND STREET LIGHT UG LOCATIONS SHOWN ARE APPROXIMATE POTHOLE FOR EXACT .00ATIQN SURVEYED DATE:2- 17 ®EDISON SCALE: 1. _ M_ .. 0 30 60 UNDERGROUND SERVICE ALERT Di01 811 Cr0 USA Fm U-6r.p•11vna L«atRlyg 2 ft—g Drp B.Fve Y Oiq FINAL DESIGN w�NmRY �P TO BBOt6 1 - — a. 2-4/0 1-2/09 056•) —�I 21-15A-9 Molf TO APPROVED FOR CONSTRUCTION j7-15G 1+ �T//'vim) e4' J2' v "!J - Ip• IPI1..5a-10-a ll1- (}rn - yv� l' / G✓ a. 1-210 IMV X1079 ro e6016 OAT[ IIFN90A oESfTIP11w M1FN5m AAr ol® 27-15C-6 PTip(-__-_-ypp_eAI PSrwcr' PRw NLR YArt HYIA PLAENWa '000 a WIN J3 - HUNTINGTON BEACH ppNE MR-31•-51y aq( aM-Saa-27.5 3167414 Fog6yA RNION No. P -W11rOM1 yP 1NQI.5 m[W Wp No. SEE ABOVE oC are-G1. aaa All. 014037 a4IQ ro Rm� 1Oa AP.AAO.—T AAV .—A— oESa NC PROWc1 AOTCmE a7 q 2017 0G STRUCT. REAL — KEWAMEE 12KV i MARGUERITE AV W/S S/O SAN JOAQUIN HILLS RO I DATE •. ONOIm ev 1 PRANN er 1 AA, IT California EOI9On CoTT10Qmv 2 6 3 081 4037 �T T ✓✓ Es' A662 TO cefi3 AONx5bi6}d Ex -E' (W`W' +' SEE SHUT 22 �� l 1 w Iu jx. �� it II1.1Il I ANN:-66-16]-q5 1IW III _�T r 6' oUWC UTIUTT EASEMENT / XDWEO TO THE OTY OF NE9POR BEA01. 7j 77 6X V9604862 VAULT Ill SP VENTS IN 6-600A 2WAY SPL (350) (FIG. W) L/ NOTE' -NO CURRENT SPLICES INSIDE STRUCTURE -PTC REOID REO'EOD0 \-TC 6PUPX UTUTT EASEMENT OEOCATED TC THE Ory O NEiWT eEAOr EX 2-A' W 14662 TO CAP 7 EX.6-A' Y1661 TO Y4e62 1 I ANN. A56-163-06 + 81 i; J � 66EtP 40 W / 1 + I O,� c ApOT6XUl el SM. O 0ICN4 SURVEYED ®EDISON DATB'2. 2o-1T SCALE: 1. WARNING: C 30 60 -CAN, TELEPHONE. FIBER OPTIC ANC STREET LIGHT UG LOCATIONS SHOWS+ ARE UNDERGROUND SERVICE A_ERT APPROXIMATE POTHOLE FOR EXACT LOCATION DiO1 B1i Cell USA For Un69rgroNn6 Locating 2 working Oa7A Before You Oiq FINAL DESIGN e N 2W*, APPROVED FOR CONSTRUCTION 2J2T"-�xC ow KANNEN DANC Ul A9 -15-E FNOE 909-d1_J]2] OSTMC' FNel q1 NAn _ o1ANTE9 TOW 6 195E 59 NO. JJ - NUNTINGTpI UEACN �pNOE M9-51A-]145 TApE 605-566-2)AS 7187414 F01EYM 10110f MO. o wTpl101tY 11A7 9g6A5 OWE QIO NO- 005T01 N0. SEE AROVF a< A19-C.1 e11071 T01176W2 2017 UG STRUCT. REP. - KEWAMEE 129V MARGUERITE AV W/S S/O SAN JOAQUIN HILLS RO NEWPORT BEACH, CA SHUT JW NO- 3 3 0814037 •I GENERAL NOTES-TRAFFN x'ONTROL I( Is.thc msponitbdD% of the contractor perfor ing work to install and nnantain the traffic control dc%Ices as shot%a herein as well man% such additional traffic control dc%tws a mad be required (censure the safe movement of %ehncular and pedestrian traffic through or around the closure area and prat I& maximum proleeuon and safely to -orAcrs All traffic control de%ncc, shall tK kept In thou proper position at all times and shall be repaired. replaced. or cleaned w neecssan go present their appearance and contrI V I traffic control de%iees shall conforin to the latest accepted edition of the ( ailfomna Manual on Lnnform Traffic control Cletecs I M L I C 0 1 A., re%nswns to these drat. mgs shall he approwd in %%rating bj the Engineer of Record and the Agencq hat Ing iunsdnction The Agcnq Traffic Engineering Dnlslon mscnes the ngh( to obsenc the traffic control operations and to make an) nwessan changes An% directed changes shall supersede these plans and shall he Implemented at the sole expense of the contractor All flashing anion sngns shall Is, sugar pottered Contractor shall prat ride flagmcrn asrecessan to gn%e adequate %%ammg to traffic or to the public of an% dangerous conditions to be cnwuntcmd Contractor shall mmmc tcmpomn traffic delineation. sumaae and other dc%tas w hen ne longer requireand shall restore areas to ongmal conditions Contractor shall toter existing signs where the% eonfliel %%nth construction detours and signing All open cxea%alwn or construction work shall be a minimum of 5' fmm a % operating traffic lanes Contractor shall post u ic— pavement signs. and ramp vcrtneal pa%emem offset of I inch or mom with asphalt for smooth transition Contractor shall coordinate w rth the agent% for am temporary traffic signal timing modnficauons All striping and marking shall conform to SECTION 214 of the Standard Speelfieatnoos for Public Norks Construction Tcmporan remmablc striping tape (de(our grade) ma% be used in lieu of painted 5tnpme the contractor shall pm%ndc for access la all adjacent properties during work hours Construction operators shall be conducted in such a manner A, uI cause ar Imle meon%crucacc w possible to abutting property o% ncm operators All signs shall be mOcctonzcd and standard 5w The contractor shall prw ndc for safe pedestnw access a all times LEGEND: ® WORK AREA FLASHING APRONSIGN (GAS; -_AGGER ]I ADA COMPLIAN' PEDESTRIAN BARRICADE W SIGN II TYPE 111 BARRICADE W SIGN TYPE I OR 11 BARRICADE W SIGN CHANNELIZATION DEVICE SIGN EXISTING SIGN II CONE MOUNTED SIGN alp. TIS I I CRASH CUSHION 2C' CONCRETE K-RAIL ID' CONCRETE KRAIL 5' CONCRETE KMAIL DUCT & STRUCTURE rite PIOI •Iplrn CR:V51aE VAULT i EaeAa' P. Cf.V5104863 VAULT 2 raE's M.ARGJER'TE AVE a. I r/_/7JI I .ANE I �SHOULOEP - -- J SIDEWALK pa0 PGxf UM CLOSED CLOSED 11 CLOSED t a y 0 CIOSEa , 40, OVERVIEW MAP: NOT TO SCALE N SAN joq N HILLS RD INLET DR (PRIVgTE pR) INLET DR N J - Z— O — r r p z G 5; 0^1 . - TMI TRAFFIC MANAGEMENT, INC. California Great lakes 800.763.3999 www.trafficmanagement.com Traffic Control Services Sales & Rentals Permits & Consulting Engineering Training LICENSE If 785804 Class 31 CITY OF NEWPORT BEACH SCE 1136087 MARGUERITE AVE & INLET DR TMI PROJECT MANAGER --_ _ CAREY M. — _ _- SUBMITTAL DATE. 7' 18' 17 - AS REVISION DATES 7 71 17 A8 ACCEPTED By -^ I DATE NOTE: CONTRACTOR SHALL COORDINATE WITH _ - AFFECTED RESIDENTS & BUSINESSES — PRIOR TO CONSTRUCTION • • > -ate •I%- SAPITD NO.: 1136087 Plan Order p 28430 CIRCUIT: KEWAMEE 12KV SUBSTATION: CROWN 0 20 40 B0 SCALE: i"= 40' PROPOSED CONSTRUCTION LOCATION: ORIGINAL PLAN SIZE 24" X 36" MARGUERITE AVE & SHEET INLET OR 1 OF 1 CABLE & EQUIPMENT NL2— Uk CR:IV51048E3 MaLeRwu L � VAULT 2 EX.V51048162 VAULT CI5101-", IVARGUEPITE AVF -A '2 NIA LEGEND: WORK AREA FLASHING ARROW SIGN IFAS, FLAGGER ]I ADA COMPLIANT PEDESTRIAN BARRICADE IN SIGN II TYPE III BARRICADE W SIGN -yPE I CA 11 BARRICADE W SIGN CHANNELIZATION DEVICE 4 SIGN 4 EXISTING SIGN 4 CONE MOUNTED SIGN JNPI TB -II CRASH CUSHION 20 CONCRETE KRAIL IC' CONCRETE K RAIL 5 CONCRETE K RAIL SIDEWALK I Ix CLOSED IA IA 7-L - ;TMI N- 4+0 TRAFFIC MANAGEMENT, INC. California Great Lakes 800.763.3999 www.trafficmanagement.com Traffic Control Services Sales & Rentals Perm ks& Consulting Engineering Training LICENSE a 785804 Class 31 CITY OF NEWPORT BEACH SCE 1136087 MARGUERITE AVE & INLET DR I TMI PROJEC- MANAGER I VAKGUEFZ,'E AVE �� ,-- 1 '2r -- CAREY M.Is SUBMITTAL DATE 7 18 17 AEI REVISION DATES 7 21 17 AB ACCEPTED BV DATE NOTE. CONTRACTOR SHALL COORDINATE WITH AFFECTED RESIDENTS & BUSINESSES PRIOR TO CONSTRUCTION SAP/TD NO.: 1136087 Plan Order Ar 28430 CIRCUIT: KEWAMEE 12KV I SUBSTATION: CROWN 0 210 40 BD SCALE 1"= 40' ORIGINAL PLAN SIZE: 24" x 36" PROPOSED CONSTRUCTION LOCATION: SHEET MARGUERITE AVE & INLET OR 2 OF 2 3/2.5.10'7 City of Newport Beach Page 4 of 11 6:34:33AM INSP160 - Daily Inspection Request Report Requested Inspection Date: 09/25/2017 Inspection Type: ENCROACH Inspection Area: PW Site Address: 1 PUBLIC ROW Activity : N2017-0410 SubType : Status : APPROVED OWNER: CITY OF NEWPORT BEACH APPLICANT: SOUTHERN CALIFORNIA EDISON Description : Item: Requested Time: Phone : Phone : 714-329-2778 Remove and replace SCE vault on Marguerite Avenue at Inlet Drive. Concrete and pavement restoration per City Standards. 10200 PRE JOB - PW 9/25/2017 12:00:OOAM Requestor: WEBUSER 909-208-3929 Entered By: WEBUSER Comments: AM -Contact -Dan eetinq at 9 am Assigned to: 77777777777* Inspector: I Date: Time: 4'. Lgo AM M Comments: C,(( A -et 7,ox* P L zj�jf.-- S vy" AbOV0061CO Mfj 6. '-�b f�'WQ Q%XT. Allu A,,#q TLC'• PfIZ hpp"Veo TIPS . ' 12-eOlWAJ 1 C1 L t GMu & L1iy e ro 614,16 UAJ oA t^145 ti v r %Aj v c I-C O - OA-Q ro c,>n/rA4T 0, d"v,.t . p aaCG� - Abri F! U4 T to Al $ lb 40r4ft ,a. 0-4 'k afs4,ems "6 . 96 0 4&Hev 44 1.9 5- F:\Users\PBW\Shared N ROACH\MASTERS\FORMSUnscectorSheet.doc Logged Refile FDISON 1,1,... , 1 , : Preconstruction Meeting Sign In Sheet Project Name: �/ � lJGG II&&22 /'ji��3(o✓�� Date: SCE Inspector: Flores Ryan.M.Flores@sce.com 714-559-8030 Superintendent: Name Company E-mail Telephone Signature sC- IOW eDs 5-Z-- - Q O !��61C,6 m 2��-r• 16-73- , /aim •�.=P >P � .:� .a Ca o � f�f �o a'— � ��- 6bq d0 AJtwqa4 Beath ACookP�bPacl�c 33 L3 qql 6 ` -1lk Awn �,�e.. cowl fS• YS —� —��' J (/�iU. 0 t% [,c� � �/G l a $co �✓ ? , a — a �s—ya � o br."tL. �. , o✓ Cl � �/ --) �i r ,tom- L Z N (%i' ' �.!{. .� GL- l r'�'9 7 •a �,' ( r. Y Preconstruction Meeting Sign In Sheet.Docx <• Velasco, Julio A. From: Velasco, Julio A. Sent: Thursday, October 05, 2017 2:35 PM To: 'dGuentert@arizonapipeline.com' Cc: Almendralo, Rodi; Cooke, Abigail; Velasco, Julio A. Subject: Schedule - Newport Beach - SCE Kawamee 12kV TD#1136087 - Permit #N2017-0410 Hello Dan, Please schedule inspection as noted on your Encroachment Permit. Let me know If you need help with this process. Thank you, Julio A. Velasco City of Newport Beach Public Works Contract Inspector Mobile: 714.315.4860 Email: iavelasco@newportbeachca.gov From: Julio Velasco[mailto:jvelasco@interwestgrp.com] Sent: Thursday, October 05, 2017 1:18 PM To: Velasco, Julio A. <JAVelasco@newportbeachca.gov> Subject: Fwd: Schedule - Newport Beach - SCE Kawamee 12kV TD#1136087 - Permit #N2017-0410 Begin forwarded message: From: Dan Guentert <dGuentertaarizonapipeeline.com> Date: October 5, 2017 at 12:20:49 PM PDT To: 'Linda Fong' <Linda.Fong@sce.com>,'Julia Driggs' <Julia.Drii @sce_com>,'Sean McDunn' <Se_an.McDunn sce.com>,'Ryan M Flores' <I�an.M.Flores@sce.com>, "'Almendralo, Rodi"' <RAImendralo(Dnewportbeachca�ov>, <tmachrone@ptats.com>, <luis.cruz@sce.com>, - -- <gmartinez ptats_.com>, <kthompson @ptats.com>, <ikagarise@ptats,com>, <rdavis @ptat-s com>, <just n vantassel ce.com>, <timot mccarth�@sce.com>, <charles.powers.@sce_com>, <.maccubbm@ulmservices.com>,'Gerald Fields' <Gerald.Fields(@ sce.com>,'Darren Toburen' <dto.burenta)arizonapi eline.com>,<rchavez@Lnzonapioeline.com>,'Les Farran' < Fa-ripeline_com>, <ato a'�arizonapipeline:s�� com>, <erosaarizonapioelme_com>, --an@arizonapmama o as — 'Kathy Wilson'<I<wilsonL@arizonaoipeline:com>, <acook�newportbeachca gop, <iveia5caf,,q erwestgrp.com> Subject: RE: Schedule - Newport Beach - SCE Kawamee 12kV TD#1136087 - Permit #N2017-0410 Good Afternoon All, Here is a rough schedule of work to be performed for the SCE Kawamee; • Start Date will be 10/9/2017, set up k-rail, lay out and prep for shoo -fly and removal of the existing vault • First outage "shoo fly install" to be on 10/16/2017 • week of 10/16/2017 Removal and install of new vault to be the • Second outage "shoo fly go back" to be 10/23/2017 • Week of 10/23/2017 backfill and begin restoration. • Week of 10/30/2017 Take down k-rail finish restoration per City's requirements • Tentative final USA removal and job walk on 11/3/2017 If there are any questions or corrections to the above stated please respond all. Thanks, Dan Guentert Project Manager Office 951-270-3100 Cell 909-208-3929 fARIZONA PIPELINE CO. From: Dan Guentert [maiIto:dGuentert.@arizonapipeline_com] Sent: Monday, September 25, 2017 1:53 PM ToAinda Fong' <Linda.Fce.com>;'Julia Driggs' <Llia.Driggs cvsce.com>;'Sean McDunn' <Sean.McDun> a sce.com>;'Ryan M Flores' <R_van.M_FloresCasce com>;'Almendralo, Rodi' <RAImend ralo@newportbeachca.gov>; tmachrone@ptats.com; luis.cruz@sce.com; gmartinez@ptats.com; kthompson tats.com; k� agarise@ptats.com; rdavis@ptats.com; iustin_vantassel@sce.com; timothy.mccarthy@sce.com; charles.powers@sce.com; r.maccubbin@ulmservices.com;'Gerald Fields' <Gerald.Fields@sce.com>;'Darren Toburen' <dtoburen@arizonapipeline_com>; rchave Parizonapi eline.com;'Dan Guentert' <dGuentert arizona ipeline,com>;'Les Farran' <IfarranParizona i eline.com>; mamato@arizonapipeline.com; erosas �arizonapipeline.com;'Kathy Wilson' -- -- — -- <kwilson@arizonaoipeline.com>; acook d) j wportbLelascoyf_interw_estio con Subject: RE: Pre -Con Meet - Newport Beach - SCE Kawamee 12kV TD#1136087 - Permit #N2017-0410 Good Afternoon All, Just a quick recap of todays pre -construction meeting for the SCE Kawamee project in Newport Beach, CA on Margurite Ave & Inlet. • Working Hours to be 8AM to 5PM • Start Date to be determined, based on PAR's electrical schedule and APL Civil Schedule. • Duration estimated to be 4 weeks. • Restoration to be per -City Standards; Concrete Sidewalk, Curb & Gutter & Spandrels to be 560-C-3250 Mix AC Base Pave shall be installed with an 18" T- Cut, 1" greater than the existing thickness using a PG64-10 mix "To be confirmed by City Inspector" AC Grind and Cap shall be install lane width & 10' beyond edge of excavation @ 2" thick with a %:" fine PG64-10 mix "To be confirmed by City Inspector" • City Inspector Julio Velasco to find out if the 60" Storm Drain is abandoned. • HOA representative was not in attendance but has been contacted to schedule a meet to go over our scope of work and its impact to the residents. Once a Date and Time for this meet is determined all will be invited to attend if needed. Any questions or corrections, please respond all. Thanks, ...-; 1�201 -7 -O q k-0 P I P6 1"moogr suP�K :w«� A�sF Do 7t�9-�o8-fv'�37 OM-5tre . Mur-F, A&VAReZlro w90°j ?Ag --ao l Inspector: V V Date: 0 Time: _nmmpnts- I/Leq F \Users\PBW\Shared\ENCROACH\MASTERS\FORMS\InsoedorSheet.doc ,rzf Sc-- 7-_ C-e e 4q�0 M arc, u G � �'� ,fit ��► A-R- 17.o14A PIPELNPQE -20�- �80/ 102. to - Pw T:�)A-y q Inspector: Date: Id 1 7 Time: �G�- �J�AMM Comments: l� '�''� 0 F::�7 �- C-7� C-44 5 T \ •lN(D / svg rALG Cj 12eflle F•\Users\PBW\Shared\ENCROACH\ MASTERS\FORMS\InsDectorSheet.doc 10/i212017 City of Newport Beach Page 8 of 11 4:30:37PM INSP150 - Daily Inspection Request Report Requested Inspection Date: 10/13/2017 Inspection Type: ENCROACH Inspection Area: PW Site Address : 1 PUBLIC ROW Activity : N2017-0410 SubType : Status : APPROVED OWNER: CITY OF NEWPORT BEACH Phone : APPLICANT: SOUTHERN CALIFORNIA EDISON Phone : 714-329-2778 Description : Remove and replace SCE vault on Marguerite Avenue at Inlet Drive. Concrete and pavement restoration per City Standards. Item: 10210 PUBLIC WORKS Requested Time: 10/13/2017 12:00:OOAM Requestor: WEBUSER 909-208-4801 Mike Alvare Entered By: WEBUSER Comments: ANY-Marquerite & Inlet Assigned to: 77777777777* Inspector: S Date: /0 ( 13 /17 Time: A PM Comments: T,�Gs� �oaaed Refile F:\Users\PBW\Shared\ENCROACH\MASTERS\FORMS\Insoectorsheet.doc REPT131 Run Id: 4018 10/16/2017 City of Newport Beach Page 1 of 4 6:34:52AM INSP15O - Daily Inspection Request Report Requested Inspection Date: 10/16/2017 Inspection Type: ENCROACH Inspection Area: PW Site Address: 1 PUBLIC ROW Wo Activity : N2017-0410 SubType : Status : APPROVED OWNER: CITY OF NEWPORT BEACH APPLICANT: SOUTHERN CALIFORNIA EDISON Phone: Phone : 714-329-2778 Description : Remove and replace SCE vault on Marguerite Avenue at Inlet Drive. Concrete and pavement restoration per Citv Standards. Item: 10230 INSPECTION - UTIL Requested Time: 10/16/2017 12:00:OOAM Requestor: WEBUSER 909 841 7871 Entered By: WEBUSER Comments: ANY -Inlet / Marqurite R. Minudri Assigned to 77777777777* Inspector: Date: 7 Time: AM PM Comments: D% A �p ' _ S' rP1-> IEL> v' a ._ E L �Z Pa d 1 j C) 14�_ _ P2-p&E S' .S /Cle-5 -t- p-i_ A,-� rZ r--Z- Ly /7 Z_ i �I�eSPi�� F:\Users\PBW\Shared\ENCROACH\MASTERS\FORMS\InspectorSheet.doc 10/23/2QI7 City of Newport Beach Page 5 of 16 6:34:24AM INSP150 - Daily Inspection Request Report Requested Inspection Date: 10/23/2017 Inspection Type : ENCROACH Inspection Area: PW Site Address: 1 PUBLIC ROW vim. J (� ah A� A f Y•' .-,f Y... .�'-'ie i A3' ? t Activity : N2017-0410 SubType : Status : APPROVED OWNER: CITY OF NEWPORT BEACH APPLICANT: SOUTHERN CALIFORNIA EDISON Phone : Phone : 714-329-2778 Description: Remove and replace SCE vault on Marguerite Avenue at Inlet Drive. Concrete and pavement restoration er City Standards. A • S �:. w4 may . } .• ,t ! 1u ; �vY ' Z i i i • Item: 10255 FINAL - Utilities Requested Time: 10/23/2017 12:00:OOAM Requestor: Entered By: WEBUSER Comments: ANY -inlet / Margurite R. Minudri Assigned to: 77777777777* Inspector: Date: WEBUSER 909 841 7871 Time: AM PM Comments: --o F:\Users\PBV\I\Shared\ENCROACH\MASTERS\FORMS\InspectorSheet.doc THIS IS NOT A TICKET NO. CONTROL ROBMTSON'S NUMBER Phone 800/834-7557 San Diego 800/870-1220 #1 RIVERSIDE - 6120 20V1 ST. #13 IRWINDALE - 13631 LIVE OAK LANE www.rrmcacom #2 MORENO VALLEY - 14250 Old 215 Frontage Road #14 PASADENA - 1420 N. LINCOLN AVE. OPEN 7 DAYS al' #3 REDLANDS - 8353 ALABAMA ST # 15 VERNON-LOS ANGELES - 3365 E. 26TH ST #4 FONTANA - 13792 SLOVER AVE. #16 ANAHEIM - 201 E. COMMERCIAL ST #25 GARDENA - 301 W. ROSECRANS AVE. #34 LUCERNE - 36555 HWY 18 #5 POMONA - 2470 POMONA BLVD. #17 SANTA ANA - 310 N. TOWNSEND ST. #26 THOUSAND PALMS - 72460 VARNER RD. #35 BIG BEAR LAKE - 42025 GARSTIN DR. #6 HEMET/SAN JACINTO - 1675 STATE ST #18 LAKE FOREST - 25931 TOWN CENTRE OR. #27 MURRIETA - 26190 ADAMS AVE. #36 ESCONDIDO. 1310 SIMPSON WAY #7 BEAUMONT - 452 W. LUIS ESTRADA RD. #19 ADELANTO - 12203 VIOLET R0. #28 OTAY MESA - 7961 AIRWAY RD. #37 INDIO.88110 FARGO CANYON RD. #8 SUN CITY - 27050 WATSON RO. #20 SAN CLEMENTE - 116 RINCON CT #29 EL CAJON - 215 CYPRESS LN. #38 RIDGECREST - 21571NYOKERN R0. #9 ARROWHEAD - 29750 HWY 18 #21 IRVINE - 16081 CONSTRUCTION CIR. WEST #30 CORONA - 1540 SHERBORN ST #39 PALMDALE - 37790 75TH ST EAST #10 SANTA FE SPRINGS - 12311 GREENSTONE AVE. #22 NO. HOLLYWOOD - 13132 RHYMER ST #31 HESPERIA - 9661 C AVE. #40 ARTESIA - 13949 E. STAGE ROAD #11 CABA20N - 13990 APACHE TRAIL #23 PARAMOUNT - 7277 E. ROSECRANS AVE. #32 UPLAND - 1975 N. BENSON #41 MOJAVE - 140 E. HWY 58 #12 SAN BERNARDINO - 1955 W 9TH ST #24 RIALTO - 2601 N. ALDER AVE. #33 MIRAMAR - 5692 EASTGATE OR. #42 VICTORVILLE - 16952 N. 0 ST. PLANT DATE CUSTOMER NO SOLO TO. TX CD ORDER NO. LOAD NO TO JOB DELIVERY ADDRESS 8 INSTRUCTIONS METER READING TIME TYPED TRUCK LIC NO. SLUMP TRUCK DRIVER DRUM REVS: Job -site Cylinder Test: ❑ Yes TIME ON JOB #43 BAKER - 56500 BAKER BLVD. #44 FT IRWIN - 58825 FORT IRWIN RD. #45 BARSTOW - 2700 E. MAIN ST #46 CAL -CITY - 7900 MOSS AVE. #47 PORT OF LONG BEACH. 1602 W. PIER 0 ST. #51 SIMI VALLEY - 400 W. LOS ANGELES AVE. #52 NATIONAL CITY - COMING SOON #53 SAN JUAN CAPISTRANO - COMING SOON #54 OXNARD - COMING SOON MAP PAGE TICKET NO CUSTOMER PO / JOB OR LOT # MIN. CHECK # ON JOB Water added on job at STAND BY MIN. CHECK ❑ Customer's request: AMOUNT BY START POUR gals to FUII Ld. RATE OF X $ PER MIN CASH ❑ AMOUNT BY FINISH POUR gals to 2/3 Ld. $ PLANT MGR SIG gals to 1/3 Ld. ovER'M— Eck LEAVE JOB 4 min. per yd. unloading time allowed. ADJ. Meter Additional unloading time charged at current hourly truck rate. ARRIVE PLANT Additional water added to this concrete will reduce its strength. Any water added exceeding the design water is at customer's own risk. Signature certifying under penalty of perjury that the information contained in this written time record is true and correct. EMPJV SIGNATURE TERMS AND CONDITIONS OF SALE Customer agrees that the described material has been chosen solely by Customer without Robertson's direction, or review of any plans or specifications relatin to the propct(s) where the material is to be used Customer further agrees that it shall be solely responsible for the delivery location, and discharge/placement of material on the lob site, including the on -site Irection Of obertson s vehicles t0 the designated location. Customer s review and approval the described material shall be evidenced by Customer's signature and/or placement of the described material on the job site. Inconsideration of the above. Customer releases and agrees to defend, indemnify and hold Robertson's and its employees and agents harmless from any and all lasses, damages. liabilities, costs and claims asserted by Customer or any third party, arising from (i1 material being inappropriate, incompatible, improper or inconsistent with plans and specifications. or with the ground soils or conditions on the land where the material is utilized, and (I) the movement of Robertson's vehicles upon or about the delivery location Solely to the extent Customer tails to timely pa for the described materials, in the event Robertson's retains the services of an attorney. Customer agrees to pay such reasonable attorney's fees incurred by Robertson's in furtherance of such collection efforts. Robertson's and Customer disclaim attorney's fees arising from any other context. Customer agrees to pay a time price differential of 1 1/ % per month on any amounts owed to Robertson's for more than thirty (30) days. Color Disclaimer Due to irregularities and/or inconsistency of materials Robertson's Is not responsible for the results of any concrete where the coloring agent has been added at the request of the customer, either at our plant Or on the job site. LID QTY CUM QTY ORD CITY PROD CODE MIX AND COMMODITY UOM UNIT PR AMT WEIGHMASTER CERTIFICATE THIS IS TO CERTIFY that the following described commodity was weighed, measured, or counted by a weighmaster. whose signature is on this certificate, who Is a recognized authority of accuracy, as prescribed by Chapter 7 (commencing with Section 12700) of Division 5 of the California Business and Professions Code, administered by the Division of Measurement Standards of the California Department of Food and Agriculture. ROBERTSON'S WEIGHMASTER BY DEPuTY OOM CONVERSION CY=YAROS3 #=POUNDS GL-GALLONS FO=OUNCES CU-METERS3 KG=KILOGRAM L=LITERS ML=MILLILITERS l� CONCRETE DELIVERY TICKET AGREED TO AND RECEIVED BY CUSTOMER PO BOX 3600 CORONA, CA 92878-3600 TAX PREVIOUS BALANCE SUB TOTAL STAND BY CHARGE TOTAL THIS IS NOT A TICKET NO. OL RO��N'S ER FMORENO Phone 800/834-7557 San Diego 800/870-1220 6120 201h ST LLFV - 14250 Old 215 Frontage Road #13 IRWINDALE - 13631 LIVE OAK LANE #14 PASADENA - 1420 N. LINCOLN AVE. www.rrmca.com OPEN 7 DAYS 8353 ALABAMA ST #15 VERNON-LOS ANGELES - 3365 E. 26TH ST3792 SLOVER AVE. #16 ANAHEIM - 201 E. COMMERCIAL ST #25 GARDENA - 301 W. ROSECRANS AVE. #34 LUCERNE - 36555 HWY 18 #5 POMONA - 2470 POMONA BLVO. # 1 7 SANTA ANA - 31O N. TOWNSENO ST #26 THOUSAND PALMS - 72460 VARNER R0. #35 BIG BEAR LAKE - 42025 GARSTIN DR. #6 HEMET/SAN JACINTO - 1675 STATE ST #18 LAKE FOREST - 25931 TOWN CENTRE DR. #27 MURRIETA - 26190 ADAMS AVE. #36 ESCONDIDO. 1310 SIMPSON WAY #7 BEAUMONT - 452 w. LUIS ESTRADA RD. # 19 AOELANTO - 12203 VIOLET RD. #28 OTAY MESA - 7961 AIRWAY RO. #37 INDIO -88110 FARGO CANYON RD. #8 SUN CITY - 27050 WATSON AD. #20 SAN CLEMENTE - 116 RINCON CT #29 EL CAJON - 215 CYPRESS LN. #38 RIDGECREST - 21571NYOKERN RD. #9 ARROWHEAD . 29750 HWY 18 #21 IRVINE - 16081 CONSTRUCTION CIR. WEST #30 CORONA - 1540 SHERBORN ST. #39 PALMDALE - 37790 75TH ST EAST #10 SANTA RE SPRINGS - 12311 GREENSTONE AVE. #22 N0. HOLLYWOOD - 13132 RAYMER ST. #31 HESPERIA - 9661 C AVE #40 ARTESIA - 13949 E. STAGE ROAD #11 CABA20N - 13990 APACHE TRAIL #23 PARAMOUNT - 7277 E. ROSECRANS AVE. #32 UPLAND - 1975 N. BENSON #41 MOJAVE - 140 E. HWY 58 #12 SAN BERNARDINO - 1955 W. 9TH ST #24 RIALTO - 2601 N. ALDER AVE. #33 MIRAMAR - 5692 EASTGATE OR. #42 VICTORNLLE - 16952 N. D ST. PLANT DATE CUSTOMER NO SOLD TO TX CD ORDER NO. LOAD NO TO JOB DELIVERY ADDRESS & INSTRUCTIONS METER READING TIME TYPED TRUCK LIC NO. SLUMP TRUCK DRIVER DRUM REVS Job -site Cylinder Test: ❑ Yes TIME ON JOB #43 BAKER - 56500 BAKER BLVD. #44 FT. IRWIN - 58825 FORT IRWIN RD. #45 BARSTOW - 2700 E. MAIN ST. #46 CAL -CITY - 7900 MOSS AVE. #47 PORT OF LONG BEACH, 1602 W. PIER 0 ST. #51 SIMI VALLEY - 400 W. LOS ANGELES AVE. #52 NATIONAL CITY - COMING SOON #53 SAN JUAN CAPISTRANO - COMING SOON #54 OXNARD - COMING SOON MAP PAGE TICKET NO CUSTOMER PO / JOB OR LOT # MIN. CHECK # ON JOB Water added on job at STAND BY MIN. CHECK E]Customer's request: AMOUNT BY START POUR gals to FUII Ld. RATE OF X $ PER MIN. CASH ❑ AMOUNT 8Y FINISH POUR gals to 2/3 Ld. $ PLANT MGR SIG gals t0 1/3 Ld. OVERTIME CHARGE LEAVE JOB 4 min. per yd. unloading time allowed. ADJ. Meter Additional unloading time charged at current hourly truck rate. ARRIVE PLANT Additional water added to this concrete will reduce its strength. Any water added exceeding the design water is at customer's own risk. Signature certifying under penalty of perjury that the information contained in this written time record is true and correct. EMPJ# SIGNATURE TERMS AND CONDITIONS OF SALE Customer agrees that the described material has been chosen solely by Customer without Robertson's direction, or review of any plans or specifications relatin to the pr%Ict(s) where the material is to be used Customer further agrees that it shall be solely responsible for the delivery location, and discharge/placement of material on the lob site, including the on -site irection of fobertson's vehicles to the designated location. Customers review and approval the described material shall be evidenced by Customer's signature and/or placement of the described material on the job site. Inconsideration of the above, Customer releases and agrees to defend, indemnify and hold Robertson's and its employees and agents harmless from any and all losses, damages, liabilities, costs and claims asserted by Customer or any third party, arising from (i) material being inappropriate, incompatible, improper or inconsistent with plans and specifications. or with the ground soils Or Conditions on the land where the material is utilized, and (u) the movement of Robertson's vehicles upon or about the delivery location Solely to the extent Customer fails to timely pay for the described materials, in the event Robertson's retains the services of an attorney. Customer agrees to pay such reasonable attorney's fees incurred by Robertson's in furtherance of such collection efforts. Robertson's and Customer disclaim attorney's fees arising from any other Context. Customer agrees to pay a time price differential of 1 v % per month on any amounts owed to Robertson's for more than thirty (30) days. Color Disclaimer Due to irregularities and/or inconsistency of materials Robertson's is not responsible for the results of any concrete where the coloring agent has been added at the request of the customer. either at our plant or on the job site. LID CITY CUM CITY ORD CITY PROD CODE MIX AND COMMODITY UOM UNIT PR AMT WEIGHIMASTER CERTIFICATE THIS IS TO CERTIFY that the following described commodity was weighed, measured or counted by a weighmaster, whose signature is on this certificate. who is a recognized authority of accuracy, as prescribed by Chapter 7 (commencing with Section 12700) of Division 5 of the California Business and Professions Code, administered by the Division of Measurement Standards of the California Department of Food and Agriculture. ROBERTSON'S WEIGHMASTER BY DEPUTY UOMCON#ER31ON CY=YARDS3 0-POUNDS GLAALLONS FO.OUNDES CU=METERS3 KG=KILOGRAM L=LITERS ML=MILLILITERS CONCRETE DELIVERY TICKET AGREED TO AND RECEIVED BY CUSTOMER PO BOX 3600 CORONA, CA 92878-3600 TAX PREVIOUS BALANCE SUB TOTAL STAND BY CHARGE TOTAL Vulcan Materials Company CalMat Co. SANTA ANA HMA 1401 E WARNER AVENUE Shipping Location: SANTA ANA, CA 92705 714-546-0622 Danger Read important health information on reverse. Peligro Lease la informacion importante para la salud en el reverso. RECEIVED BY. WEIGHMASTER. X EDUARDO QUINONEZ DATE. TIME: PLANT: rICKFI NO WEIGHMASTER CERTIFICATE THIS IS TO CERTIFY that the following described commodity was weighed, measured, or counted by a weighmaster, whose signature is on this certificate, who is a recognized authority of accuracy, as prescribed by Chapter 7 (commencing with Section 12700) of Division 5 of the California Business and Professions Code, administered by the Division of Measurement Standards of the California Department of Food and Agriculture. LI iri n a er warrants or a period o one (1) year from dale of delivery only that the material sold hereunder substantially complies with Seller's specification far said material or the specificalions set forth in Seller's luolotion. SELLER HEREBY EXCLUDES ALL WARRANTIES OF MERCHANTABILITY AND FITNESS FOR ANY PURPOSE AND All OTHER WARRANTIES EXPRESS OR IMPLIED, OF THE MATERIAL SOLD HEREUNDER, OTHER THAN THE EXPRESS WARRANTY STATED ABOVE. In addition, except to the extent otherwise set forth in the specification described above, Seller makes no warranty whatsoever with respect to ssppecific gravity, absorption, whether the material is innocuous, non-delelerious or non -reactive or whether the material is in conformance with anY pIons other ssppecificalions regulafions ordinances slalutes, ar other standards app livable to cuslamer's ab or to said material as used b customer, SEIIE� SHAH IN NO EVENT BE RESPONSIBLE FOR ANY INCIDENTAL OR (ONSEOUENIIAt DAMAGE CAUSED BY NON-(6MPLIANCE bF THE MATERIAL WITH SPE(IFICA�ION, OR FOR ANY 0 RTS IN THE MATERIALS SOLO HEYREUNDER. All SALES AND DELIVERS MADE SUBJECT TO SELLER'S GENERAL TERMS AND CONDITIONS. AS EVIDENCED BY SIGNATURE, OR DEPARTURE FROM SELLER'S FACILITY, CARRIER ACKNOWLEDGES THAT CARRIER IS SOLELY RESPONSIBLE FOR THE A((URACY OF THIS VEHICLE'S TARE WEIGHT, AXLE WEIGHTS AND GROSS WEIGHT. CARRIER SHALL BE RESPONSIBLE FOR NOTIFYING SELLER WHEN ANY TRUCK OR TRAILER HAS BEEN OVERLOADED SO AS TO RENDER IT OUT OF COMPLIANCE WITH ANY APPLICABLE WEIGHT LIMITS. TO THE MAXIMUM EXTENT ALLOWED BY LAW, CARRIER SHALL INDEMNIFY SELLER FOR ANY LOSS CAUSED BY OVERLOADING. TRUCK TARE AND GROSS WEIGHTS ARE DETERMINED WITH THE DRIVER IN THE VEHICLE. CUSTOMER: 218679 CK#: CUSTOMER PURCHASE ORDER: 1704743 GOVT CONTRACT: ARIZONA PIPELINE CO ORDER: FOB SANTA ANA HMA' ZONE/MILES: 353197 FOB SANTA ANA HMA' DESTINATION: FOB SANTA ANA HMA' PICKED UP OR DELIVERED: INLET FOB INLET/MARGUERITE CORONA DEL MAR PICKED UP PRODUCT: 300807 COMMENTS: 203 3C3 PG64-10 rTRUCK NO.: AZ LICENSE: 61464T1 CARRIER: W089 VEHICLE TYPE: TRAILER 1 10: CUSTOMER PICKED UP CUST-UNCL 64T1 TRAILER 2 ID: TARE DATE: 11/17/2017 TARE EXPIRES: 11/25/2017 _ r GROSS LEIS TARE LOS ;Scale()) NET LBS NETTONS TONS TODAYLOADS TODAY FREIGHT TYPE A AXLES 0 45,760 21,860 23,900 11.95 11.95 1 GROSS LGLWT 51,000 GROSS kg TARE kg NET kg NET Mg Mg TODAY ARRIVE JOB TART UNLOAD I FINISH UNLOAD CASH SALE ONLY MATERIAL HAUL a JOB TIME DELAY TIME PER TON IDther TOTAL ITax VMC:f$5a-a2C4 Rev. W,h , I - . ":-:'. ! "."t STANDING / HAUL TIME APPROVAI • 0 Asphalt Paving Mix DANGER May cause cancer (Inhalation) Suspected of damaging the unborn child May causes damage to organs (lung/respiratory system, adrenals, bone marrow, liver, lymph nodes, kidney, stomach, and thymus) through prolonged or repeated exposure Prevention • Obtain special instructions before use. Do not handle until all safety precautions have been read and understood. • Do not breathe dust, fume, or vapors. Use only outdoors or in a well ventilated area. • Avoid contact during pregnancy and while nursing. • Wash hands thoroughly after handling. • Do not eat, drink or smoke when using this product. • Wear protective gloves, protective clothing, eye protection, and face protection. Response • If exposed or concerned: Get medical advicelattention • Get medical advice/attention if you feel unwell. • Wash contaminated clothing before reuse. Storage • Store locked up. Disposal • Dispose of contents/container in accordance with all local, regional, national, and international regulations. Heated materials can cause thermal burns. Fumes from heated asphalt may be irritating to the eye, nose, and throat. Crystalline silica is known to the State of California to cause cancer. Mezcla de Pavimentacion de Asfalto PELIGRO Puede causar cancer (Inhalacion) Sospecha de danar el feto Puede causar dano a organos (pulmones/sistema respiratorio, glandulas suprarrenales, medula osea, higado, ganglios linfaticos, rinon, estomago y timo) a traves de la exposicion prolongada o repetida Prevencion • Obtenga instrucciones especiales antes del uso. No maneje hasta que haya leido y entendido todas las precauciones de seguridad. • No respire polvo, humo o vapores. Usar unicamente al aire libre o en areas bien ventiladas. • Evite el contacto durante el embarazo y la lactancia. • Lavese bien las manos despues del manejo. • No comer, beba ni fume cuando utiliza este producto • Use guantes de proteccion, ropa de proteccion, gafas de seguridad y proteccion para la Cara. Respuesta • Si expuestos o preocupados: Consiga consejo/atencion medico. • Lave la ropa contaminada antes de reutilizar. Almacenamiento • Almacenar bloqueado. Eliminacion • Deseche el contenido/contenedor de acuerdo con todos los reglamentos locales, regionales, nacionales e internacionales. Material caliente puede causar quemaduras termicas. Los vapores del asfalto calentado pueden ser irritantes para los ojos, la nariz y la garganta. Estado de California reconoce que la silice cristalina causa cancer. Read the Safety Data Sheet (SDS) before handling this Lea la Hoja de Ficha de Datos de Seguridad (SDS) antes product to determine the appropriate ventilation or respiratory de tener contacto con este producto para determinar la protection necessary to safeguard your health. The risk of ventilacion apropiada o la proteccion respiratoria necesaria silicosis or lung cancer depends upon the duration and levels Para proteger su salud. El riesgo de la silicosis o del cancer of silica exposure in the workplace. pulmonar depende de la duracion y de los niveles de exposicion a la silice en el lugar de trabajo. SDS can be obtained at www.vulcanmaterials.com or by calling 1-866-401-5424. Puede obtener un SDS en www.vulcanmaterials.com o Ilamando al 1-866-401-5424. 4 Velasco, Julio A. From: Almendralo, Rodi Sent: Tuesday, November 14, 2017 11:04 AM To: Velasco, Julio A. Subject: SCE Vault Replacement - Marguerite Ave and Inlet Dr Hi Julio, Arizona Pipeline is starting their restoration at Marguerite Ave and Inlet Dr. Everything's going back as it was before. We looked at adding ADA ramps but by the time we are finished, they probably will be reconstructing the entire intersection. Can you stop by when you have a chance and mark out what needs to be replaced? They are looking at demo on Wednesday and their concrete subcontractor EBS will be there on Thursday. When I stopped by this morning, there were steel plates on the sidewalk and I couldn't tell what's been damaged or not. Thanks, Rodi Almendralo, P.E. Civil Engineer P: (949) 644-3334 F: (949) 644-3318 City of Newport Beach - Public Works Department 100 Civic enter.Drive, Newport Beach, CA 92660 / f r 1-47 �j f 1 ACCESSIBLE PAM - OF TRAVEL (TV.) N 40'39'17' E 230.00' 5046 TC./FS 51.46 TC 50.96 FS 6.64' 16.76' 6'C.F. M AR T11 2' TYP. vi WESTERLY PLACE --------- --- ------ 50.90 5'. 50.95 !,147 TCTFS ml (�3O*C.F. ir m a iui WDIk, TAKVJ J. J gg side elevation (east) __jf �5 LOCK AT OWNSPOUT V DRAINAGE D 15 ------>------------ "� - ----- ---_ --�-------- - OPEN PLANTER AREA^ i i \pe' 3'P gyp. � I � o°i � E� � I CONCRETE SLAB SLOPED -' --� TO PLANTER bti i 1 /4" PER FOOT I o° i, i f \bbti�pJ-. ; o ------ \:`�,o 'EN PLANTER AREA -----------�- --- 15' — 6� III i I �I THROUGH-WALL SCUPPER WITH OVERFLOW AT DECK, TYPICAL 25 A6.0 co i� _j PROPERTY LINE PROPERTY ADDRESS IS 2037 E. OCEAN BLVD. ------------- 01 6' --- TYPICAL SEAMLESS METAL GUTTER--- TYPICAL DOWNSPOUT --- TO GRAVEL SWALE r 4 arainage at front elevation S61.0 SCALE: 1/8" = 1'-0" — - 30' -- �ZAINAG�E DRAINAGE ARWIS 680 S.F. (THIS 15 L.F. OF TRENCH DRAIN TREATS 2,000 S.F. OF AREA (133 S.F. PER L.F. OF DRAIN); 15 L.,F. TREATS 2A00 S.F. > 680 S.F. = O.K. --SUBTERRANEAN DRAINAGE PIPE OUTLET AT CURB � 2 CORE; PIPE INVERT AT 10.53' (LOW POINT); INSTALL �. PER CITY STANDARD STD-184-L ! '! PROVIDE SAND ; OL PER ------ -_ - GRADING NOTE #9, TYP.; EXTEND ACROSS BOTH STREET AND ALLEY FRONTAGES - - — DRAIN FRON T PATIO INTO OPEN PLANTER AREA WHICH SHALL HAVE FRENCH DRAIN PROVIDE DRAINAGE AREA FOR PERCOLATION; TIE INTO FRENCH DRAIN AND OUTLET PIPE AT SIDE YARD 4" MIN SCHEDULE 40 PVC PERFORATED DRAIN PIPE; CONNECT TO FRENCH DRAIN AT SIDE YARD; PIPE TO BE INSTALLED AT 11.50'; INVERT AT FRENCH DRAIN SHALL BE 10.75'; SEE DETAIL 25/A6.0 IVY \� N ALL EXISTING STRUCTURES, HARDSCAPE AND LANDSCAPING WITHIN THE PROPERTY LINES OF 2037 E. OCEAN BLVD. WILD BE' REFiiOVED: IS PROJEr.T CONSIST OF ALL -NEW STRUCTURES, HAR AND LAND�APING-- L -SUBTERRANEAN DRAINAGE PIPE OUTLET AT CURB 2 CORE; PIPE INVERT AT 10.49' (LOW POINT); k INSTALL PER CITY STANDARD STD-184-L b , 5 roof/site drainaoe elan