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S_5278_S
f \ ., ' , CITY OF COSTA MESA JOHN WAYNE AIRPORT PROJECT LOCATION VICINITY MAP NOT TO SCALE PUBLIC W,Ql:tKS DEPARTMENT Avon Street SEWER MAIN"EXTENSION AN!D SERVICE LATERAL IMPROVEMENTS APPROVED: _________________ --,.,' _____ _ DAVIDA. WEBB, F'.E., PUBUCWOR.KSD!RECTOR . DATE: ______ _ I GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMEO UNDER CONTRACT SHALL BE CONSTRUCTED fN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN TKE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERiFYING THE ACTUAL LOCATION ANO ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE. COLOR, DIMENS!ON, AND FINISH TO ADJOINING IMPROVEMENTS. ~-P.C.C. SHALL BE CLASS 560-C-3250. 5. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VAULTS, WATER VALVES, SCO, SURVEY MONUMENTS, SEWER ANO STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE PER CITY STANDARDS. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE SY OTHERS. 6. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. :. ANY DISCREPANCY IN THE DRAWINGS OR SPECIEiCATIONS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. ENGINEER SHALL MAKE CHANGES TO DRAWINGS TO REFLECT AS CONSTRUCTED CONDITION. F Ail.URE TO DO SO Will PLACE RESPONSIBILITY OF THE CONTRACTOR FOR CORRECTION AND LIABILITY ON ENGINEER OF RECORD. S. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED EOR IN THE SPECIFrCATIONS, OR VICE-VERSA, AND ANYWORK REQUEST BY CNB PUBLIC WORKS INSPECTOR SHALL BE FURNISHED AND PERFORMED AS THOUGH S?ECIFICALL Y INOICA TED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO ORAWrNGS AN:D SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. 9. AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK ACTIVITIES WITHIN THE PUBLIC RIGHT-OF -WAY. 10. A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION IS RE'.QUiRED BEFORE THE BUILDING DEPARTMENT PERMIT FINAL CAN BE ISSUED. AT THE TIME OF PUBLIC WORKS DEPARTMENT INSPECTION, IF ANY OF THE EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE SITE IS DAMAGED, NEW CONCRETE SfDEWALK, CUR AND GUTTER AND ALLEY /STREET PAVEMENT WILL BE REQUIRED AND 100% PAID BY THE OWNER. SAID DETERMINATION AND THE EXTENT OF THE REPAIR WORK SHALL BE MADE AT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR. 11. At.1 WORK RELATED TO WATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PEREORMED 8Y A C-34 LICENSED PIPELINE CONTRACTOR OR AN A LICENSED GENERAL ENGINEERING CONTRACTOR. 12. ALL WORK RELATED TO WASTEWATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PEREORMED BY A C-42 LICENSED PIPELINE CONTRACTOR OR AN A LICENSED GENERAL ENGINEERING CONTRACTOR . SYMBOL ABBREVIATIONS CONSTRUCTION NOTES -0· @ ® @ t>()'1 !l'il !ID ClllJ :¢t'-o @ 0- A p ® e Eil IN! ~ ® m ~ / .C~L£'.liLL~ ---- ---- ---~--- ----S---- -----w----- ---G--- --E.-- __ T __ ' -CATV- --SP-- -x-x-x- (IN ADDITION TO GREENBOOK SECTION 1-3.2) POWER POLE SEWER CLf:ANOUT SEWER MANHOLE STORM DRAIN MANHOLE FIRE HYDRANT WATER METER STREET LJGHT PLJLL BOX TRAFFIC SIGNAL PULL BOX STREET LIGHT WATER VALVE GUY WIRE SURVEY MONUMENT SIGN VAULT VENT TREE IRRIGATION CONTROL VALVE CABLE TV PULL BOX CORING LOCAllON ELECTRICAL MANHOLE ELECTRICAL PULL BOX BUILDING EXISTING CONSTRUCTION PROPERTY LINE NEW CONS1RUCTION CENTERLINE SEWER LINE WATER LINE GAS LINE ELECTRICAL LINE TELEPHONE LINE CABLEVISION LINE SPRINKLER SYSTEM FENCE BLOCKWALL CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG AB AGGREGATE BASE ARV AIR RELIEF" VALVE ACP ASBESTOS CEMENT PIPE AC ASPHALT CONCRETE / / BC BEGIM CURVE BCR BEGIN CURVE RETURN BVC BEGIN VERTICAL CURVE Bl!{ BLOCK CA TV CA8L£ TV Cl CAST IRON <t. CENTERLINE CNS CITY Of NEWPORT BEACH Cl CLASS CLR CLEAR / C&G CURB AND GUTTER E EAST/ELECTRIC EC END CURVE ECR END CURVE RETIJRN EVC END VERTICAL CURVE Jr EXIST EXISTING FLG FLANGE FE FLANGED END FL FLOW LINE FM FCRCE MAIN G GAS GV GP,TE VALVE GB GRADE BREAK GE GROOVED END IP&T IRON PIPE AND TAG LT LEFT MAX MAXIMUM MJ MECHANICAL JOINT M!N MINIMUM NG NATURAL GROUND N NORTIH NTS NOT TO SCALE NO NUMBER OG ORIG:NAL GROUND PE PLAIN ENO PROP PROPOSED PB Pllll BOX RCP REINFORCED CONCRETE PIPE RET RETAINING RT RIGHT SCH SCHEDULE S SEWER SCD SEWER CLEANOUT SMH SEWER MANHOLE =""'-""--:{'·' SHT SKEET ~ -·-- SW SIDEWALK S SOUTH SCE SOUTHERN CALiFORNIA EDISON ~ EMERGENCY TE . · · . ···' ·• • ·· . · •. • ,ERS~ "W 4 re;.__ ~---v"~(O \ ·"' SQ SQUARE STL STEEL T TELEPHONE W WEST /WATER W/ WITH BASIS OF BEARINGS: SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY AT&T "l'l'lEPHONE COMPANY CITY OF NEWPORT BEACH UTILITIES DIVISION ORANGE COUNTY SANITATION DISTRICT TIME WARNER CABLE COX COMMUNICATIO~S ENGINEER OF RECORD DAY (800) 624-8153 (800) 611-1911 (800) 332-1321 (949) 644-3011 (714} 962-2411 (714) 542-6222 !:!!§!:IT (949) 644-3717 THE BASIS or BEARINGS USED ON THIS SURVEY IN THE CENTERLINE OF SANTA ANA AVENUE PE'R TRAC'f 444 AS SHOWN ON A MAP RECOREDED IN BOOK 19, PAGES 29 or MISCf'.LLAl'iEOUS MAPS. RECORDS OF ORANGE COUNTY, CALIFORNIA BENCHMARK: BENCHMARK NO: 1J-78-04 DESCRIBEDS EY OCS 2005 -FOUND 3/4 OCS ALUMINUM 8ENCHIIIARK DISK STAPED 1J-78-04, SET IN THE SOUTHERLY CORNER OF A CURVED 4 FT BY 8 FT CONCRtlE CATCH BASIN. d'z:rr ~l"lg11'ieerh'lg 1<>1!> MA Tl-C!Ra;'c ALISOV!EJO, GA q:2656 'l49:ljC)l,;e,<l;lO I •.. ·.~· .... ' //,. ,: ~ . 1i.$. ., - ~ :-,,,_ =- ----,____ __ -, I -;....,le___--~~ 7"-L._, ~ I I I / I I I .......-...--3/~0JECT LOCATION ,-=>ii'~, SITE PLAN ~ CONSTRU,CTION NOTE {SEWER) @ IW;,TJ\I.\.. 14EW ff PVC (SDR 35) SEWER MAIN AIIIO ~AL C!£ANOUT PER SlU 400-1. AND COllE !!HO EXISllNG MANHOl.E INSTAl..L 111121'1' 4• PW: {SDR 35) sa.ER LATERAL AND Cl.EANOUT (AT AU.EY LINE) PER CNB STD-406-L, BACKFILL. BEDDING, AND TRENCH RESURFACING PER lHE STANDARD SPEctFICi\llONS AIIID CMB STD-105..;L-A, AND STD--100--L, SUBSlll\JIE 3/8" CRUSHED ROO( INSTEAD ()F SANO FOR PIPE BEDDING. @ INSTAU. NE\li! 4" SOR 35 PVC PRI\IA'l'E SE& PIPE (21 MIN SLOPE) FROM TO CI.EANOUT TO POINT OF' CONNECTION ON SI.IBJECT tOT ,,r.a DISPQ,SITION & REMOVAL NOTES OJ l'ROm:T EXISTJt,jG PCC CURB & GUTD IN PLACE. r;;:i.2:. MOitCi EXISTING SEWER Mi!NHOLE IN PIJ\CE AI\ID PUIG ALL L:J UNUSE!Ji OON!>IECllOHS SET PROJECT DESCRIPTION • SEWER MAIN EXTENSION WITI-IIN AVON STREET SHEET INDEX rlTLE SHEET NEW SEWER MAIN EXTENSION AND SEWER LATERAL PLAN 'IIES£l'lAIISIIB!EP!E'IIREIICU!tllEll 1llf REVIOED: Slll1E1Ml(liillf, l--+--1.....,_--1----------------------1 1--t---1,-c---1--------~--------------i RONIE DEMA-ALA, RCE 54067 CONSULTING ENGINEER'S NAME !\1 SEWER MAIN EXTENSION & SEWER LATERAL IMPROVEMENTS ---------------------DESIGNED: RLD DRAWljjSEVILLA PRIVATE DEVELOPMENT WORK IN THE S-5278-S 1---------t-----1 ,i,wl!J..{'!f !-N-0_-i--, D-AT-E-RE-VI-SIO-N--+-------------------1 CHEC!ED: RLO DAJf JUN 2015 CITY OF NEWPORT BEACH SHEET 1 OF 2 ;C~ ·i., . •~:/·~ • :··-i !> 1'· f (,: -. • ' i • r ' - / 281----l---,i~,-----H---;--i----1----4 ···---·---------~~-/<,Z..• ~-=--------'H--r/ ___ -t-------j!------j ------+P~-',Q/7;:---t--~----+--------,..------, C( ~'°"lo ·O< 251----+------l--'--¼-"-+---r-,i<'---+----t __ , ___ ~-+-------,--------t .................... -------+f-------11--1--------j-------+-----~-1 20------------------------·--t -----.11--t ""'12·---+----+--- ==---H------11 d+--"•"-----t-------+----------------1 18 16 1-----+--- 14 12 ----···~--··-·--· PROI-ILE SCALE VERT. HORIZ. 1 "=2' 1"=10' ATERl\[ __,,B 28 26 20 ·- 24 18 22 16 20 14 i 18 12 -"" .. ":>~' ®'":,}- 16 14 --~--------- 12 0+00 0+25 0+50 19+00 CONSTRUCTION NOTE (SEWER) @) INSTALL NEW 8~ PVC (SOR 35) SEWER· MAIN AND TERMINAL CI.EANOUT PER SlD 400-L AND CORE INID EXISTING MI\Nf!OI.E @ INSTALL NEW 4• PVC (SOR 35) SEWER LATERAL AND CLEANOlJT (Af ALLEY LINE) PER CNB sm-406-L, BACKFILL, BEDDING, ANO TRENCH RESURFACING PER 1HE STANDARD SPECIFICATIONS ANO CNS SlD-105-L-A. AND S10-106-L, SUSSTITIJTE 3/B" CRUSHED ROCK INSTEAD Of SAND FOR PIPE BEDDING. @ INSTALL NEW 4• SOR 35 PVC PRIVATE SEWER PIPE (2% MIN SlOl'E) FROM TO CLEANOUT TO POINT OF CONNECilON ON SUBJECT LOT DISPOSITION & REMOVAL NOTES [I] m PROlECT El(JSllNG PCC CURS & GUl1ER IN l'UI.CE. PROiECT EJQSllNG 5m t.lANHOI.E lit if'I.ACE 11ND l'l.00 ALL IJNUSID CONl'EC11c+IS -·-- . ·• "''· ~~ ./ ·-~)'"ASl'HM:. ,,, ···- --------; . . ,,j[,,, ,, ,, ,, .. ' ' 1l -,; Y'" ·---I " -t! "' --1! - "' ' Ii ,, . .,., _____ / i ----- V / - ·~ _,.1'( :,, I -~ \8) ' " - ' " .. .. ,: ' ,, Ii 1! I! ·w !l j -' -·---· I Ii -... , ---· ISI-WtR.D .. 19+25 19+5() -- , ----.... ~~ --.... ···-·····--·-··· . --· ··--· .. - £XISTING BASE EXISTING PAVEMENT TRENCH WIDTH • . fl>A'VEMfflT-f \IO!rS'iREEl!} / .-,-----REPLACE PAVEMENT SECTION WITH 3" AC ON 3"AB (COMPACTION ,,,.,,,, i _.-_ .. - ,~t- . -. - ' : J ·-' ---i I ' \ • \ , ! --l , n ' ; I ' i -i I .. l -; I i ------------------- ' , ~~-- if ---' ., ' --........ J ' -·--~ V / ·" / ~ .~.·~· ,9' - ! !J'J7K" 19+75 .WI 91:lNE •.1,,• /'1+/lJ 'IERMIIIAL CI.El\NOOT 18.50< Rllil ;lU/MN'II tJ~7 ·1-----. -· ----_______ ,,,,,,_.,. 20+00 - ' -·------- ·-·--··-·· ., _,_,,,.,_,,,_ .. ·--·--. ..... £ " ' it -'.~ f ·.<' - <. ··-·--- I PROFILE SCALE I VERT. 1: " =2' HORIZ. 1 " =1 o· 18 i6 14 12 BACKFILL BEDDING TR£NCH SHEETING OR SHORING IF USED UNDISTURBED SOIL NOTES 95% MIN.) DETAIL A SEWER MAIN TRENCH N.T.S. L TRENCH WJDTH SHALL BE G.D.+ 12" MINIMUM, OR O.D.+ 20" MAXIMUM INCLUDING THICKNESS OF TRENCH SHORING OR SHEETING 2. BACKFILL ShALL 8E PER STANDARD SPECIFICATIONS SEC1lON 30$-1.3 EXCEPT THAT RELATIVE COMPACTION SHALL BE 90% MINIMUM. 3. WHEN Tl1[ MAXIMUM TRENCH WIDTH IS EXCEEDED, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL, DRAWING WITH SUBSlANTIATING ENGINEERING CALCULATIONS FOR THOSE MODIFICATIONS OF PIPE STRENG1H AND/OR BEDDING WHICH WILL PROVIDE AN IN-PLACE FACTOR OF SAFETY EQUIVALENT TO THAT PROVIDED 11-l THE 001-rfRACT. 4. BEDDING SHALL EE PER STANDARD SPECIFICATIONS SEC110N 306-1.2.1, EXCEPT lHAT: (/\) CLASS IOO-E-100 SLURRY MAY BE SUBSTITUTED FOR SHAPED BEDDING AT TH£ CONTRACTOR'S OPTION AND SOI£ EXPENSE. (8) HAUNCH BEDDING SHALL BE HAND TAMPED TO 90% RELATIVE COMPACTION MINJMUM FOR PVC, RPM, HOPE, AND All 01HER FLEXIBLE PIPE INSTALLATIONS, WHEREUPON THE REMAINDER OF BEDDING (ABOVE-SPRINGLINE) MAY BE COMPACTED CONCURRENTLY WITH THE BACl<F!LL 5. ASPHALT CONCRETE PAVEMEN1 SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-l.5, EXCEPT THAT: (A) ASPHALT CONCRETE SHALL BE PLACED IN LIFTS NOT TO EXCEED 4" THICK. (B) APPLY \ACT CDAT AND FEA1\-1ER NEW PAVEMENT ·AS t>IECESSARY TO SEAL THE CONTACT JOINT AND ELIMINil.1E PAVEMENT DEPRESSIONS WITHIN ONE FOOT or THE CONTACT JOINT, • •••••• ----·---------- -••••••• -• ··-·--·--'" ----6,-----All TRENCHES SHALL BE PATCHED WITH AC PAVEMENT, CITY TO MATCH CONDITIONS TO V~TH EXISTING IN TI-IE FUTJRE. 194-92 LINE "p." TIE INTO EXISTING !I" SllR J5 SEWER IIIA!N ROW ~ ".s' · Oil b;c, ;,f «111(fftt, Qa,:-b OW!I' _1/IWd-;;!' hl,;:I> fette!", ~· CN9, (WC, I: '!Pttllf_ ' USE 45' PVC F!Tllt«l IJ\1$1EA!l OF WYf. FITTING PER CNS -SPECIAf,NOTB: urw., 1llt >!"ta.lmllloi'icu Bhat .i.as r:,1ps llt-tittlt!fPl- _b\!J 11fo~J M -k:11anil11! ultdl l>s ~led b_y _th,. ~t~WDe ~i. -lll'I~ llll!_ rwlfJ0d ·if ~ 11:)i m"'t w~t dtr·.sturi~ CONSTRUCTION NOTES:. © :::n~~!.;..~~='., "'S" m ti:p. ©-~. f~ U"-'36.P'!ilC-f/;Hili!I' * Wfttl, _ li'itl!QNi lMi!I <ffi(II ~I ]olhla. @ .... (Q' $1 ~ PY:.. +3' 'bfinil © _.1/''ll. ,f': {er ,e.~'--Ii") 'SOR-,,,,;;ill;l p~:~ Vl'(!fic:ff --~ • '@ ~f)",\8$,llloppa-_(~-~,- ' © 4~ <m' e") ~ f~-~ P','C, a°' , ... : ·(!) -If~ (~ e") riJbW mu:lionk)l:t bcnlled lt80J ~ F~ OI--Qt;, IQPFO'rillt' e,i:µd. ' © ,,.. (~ -It') pri'ml, -IGffiV -~ ® ~ ,f' {« e") 'I!)$ ~ llfflng. SM----,3ai . ,.,,_ @_) ln1toll A_BS _stq,per In n!bbl&f eou;i!hg. _Oee WuJon Clay. l'n:idoot;t ~ Of '!lpf)f.(Wlld «1,1ol, @~~1-l'hl:lll-tll:lflpmd. GENERAL.NOTES: I, l'11r tQlp1f i.,u ~ Ji• pet' fool Cl IV' ~ at1 ~ ll!l!!(hdtir ',1 m!nfflllfl'I lllopl,!'"lit!Mt'faat. 2. A cmtiiiOi.lt ah!ill w ln~-or, d 'nfli''lvWM ~Ktt«lw. ,t.~ dll(:Jioul.--. tdlall ti,e.~ ~-Ho,. ,m'"tl.' .a!!:. lira. ,4-T -.,;m~--~~. . • • _i:ti-Jl[Jt CO'Mli pklciid kl ~-ma, be Droala!: Proclude lfo.1 .aRJ!!i tirtd Ntl,1...R" (~-C!Crllir) « ilafi. /'if;!. ·l-R.by "!'ackll pamt!auon.C!ffl1- -l,~~dm~= ~~=r~-=-;e·i:: = =l,,j -7..-~-im:;11 ~ SOR-35 px, J.Sn,\ ~ S. PVC plpa and iUthgl$ lhcill bl_ l:iedl:!ec ,nth "• ~ raeif __ ~, In Q'I04I # ~ ~ «" tide ~ ~ ~ M«. .V. _. V<P mmW'lali om vml. ~--tiK111.. bi fflfl4irn;L 'I~. 51'1l¢11 ~ ~ llhQl.i Mo 4• ~.t:«" ml ~ llholi-bt' a•. ti. Scldc.1• tw-cmnec&n, to."""""· moms -(In,. prwtlilUed. ~t by ,spedoti pmnlnlm mm tlM lltl!rli.s ~t. (1'-Ollly on old. 1X111cr.st11 ~fflllihtlllW~) lt..-S11• <It ldwnt -~ Ql'd.~ CITY OF NHWPORT BEACli tlm.Uc-'i¥0RK3Il~ SEWER LATERAL WITH CLEANOUT 1im !'!ANS Elf Pfi!PA'll:O t,m lJ!li l!PPRO\'ED IU'l!R\ISl\1ll(if. l---+--+--------------1+--+----i BY ll£SClllP'llOI\I Al'P'D. REl'ISIONS NEER R.C.t NO. 7 DAlE :l'!Z,.J;IJ.L IS ilESIQHE'.!) DRA!fflll ROEMAAI.A MSEWJ.A CHECK!D DAlE !WEMAAI.A 21 JJJ\I 2015 SEWER MAIN EXTENSION & SEWER LATERAL 1MPROVEMENTS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5278-S SHEET 2 Of 2 City of Newport Beach 100 Civic Center Drive, Newport Beach, CA 92660 ' Permit Counter Phone (949)644-3311 1111111[111]111 lllll \IIIIJlll 111111 ~IIIJllll 1111 ijll 1111 , Permit No: N2015-0341 . Online Inspection Request -www.newportbeachca.gov / Online Services Project No : 1424-2014 SCANNED Inspection Requests Phone (949)644-3255 Job Address : 2961 CLIFF DR NB Thomas:Guide: 888H6 Description : CLIFF DRIVE: Abandon existing 1-inch water service at main, install new 2-inch water service with 1 1/2" meter per STD-503-L. AVON STREET: Extend existing sewer main with terminal cleanout per STD-400-L and new sewer lateral with cleanout per STD-406-L. See approved plans S-5278-S (N2015-0316). Parcel#: 0491-030-1 - Legal Desc: FIRST ADD TO NEWPORT HEIGHTS LOT BLK Z PARK Owner: Phone: Address: Applicant: Phone: Address: HALLER DAVID 0 2961 CLIFF DR NEWPORT BEACH, CA COAST WATER & POWER [ Special Cond. : Preconstruction meeting required with Public Works and Utilities inspectors. Permit Processing Fee : Agreement Fee : Traffic control Plan Check : Inspection Fee : Refundable Deposit: Street Tree Fee : Processed By : Utilities Approval : Traffic Approval : General Services Approval : $242.00 $0.00 $110.00 $902.00 $0.00 $0.00 Sewer Connection : 4TT Box Cover : Total Water Meters : Water Meter Connection : Total Water Meter Box : Adjustment : D~:_/_/ __ D~:_/_/ __ D~:_/_/ __ D~:_/_/ __ $250.00 $54.72 $774.95 $406.00 $75.58 $0.00 Contractor : Phone: Address: COAST WATER & POWER 949-548-0106 PO BOX 3341 NEWPORT BEACH CA 92659 Contractor State Lie: 738400 License Expire : 07 31 , 2015 Business License : BT96014951 Business Expire : 12 31 , 2015 Workers' Compensation Insurance - - Carrier: STATE COMP INS FUND Policy No: 9087110-14-2 W. C. Expire : 10 01 , 2015 Other Department : Permit Denied : Issued Permit : Total Fee Paid: Balance: Receipt No : $2,409.25 $2,409.25 $0.00 ~ 000b5ct4i'42._ _________ Date:_/_/ __ Date :_/_/ __ ---------~ ~ Date :::}_(2-~-1~ ALL UNDERGROUND WORK SHALL BE RERFORMEO BY A LICENS61J CONTRA __ _ Contact ''IJrtdetg~ou~d $e;,,1ce Alert" M LMst 48-Ho"~rs. in Advance cit Any-E~cav;ation at 1-8.00.-227-260.0 or 81 i .,, <; TERMS AND CONDITIONS OF ENCROACHMENT PERMIT WORKER'S COMPENSATION INSURANCE (Section 3800 Labor Code~ •. . 1. Encroachment Permits may be taken out by the owner of benefited property or a licensed contractor. A licensed I certify that I have a Certificate of consent to self-insure, Cert·r;;;c;/e ~~~•s contractor must provide a "Letter of Authorization" to allow another party to pull a permit. An approved copy of the Compe t n sura~e, or a Certified Comt re~of \ · 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 da. Date· Signature: .:..,L..;::..::;.;_c:.....:,,,,,.__........,L.. ______ _ after date of issuance. ~l •,.. ,...,------------------------------------~ 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 inspections by the Municipal Operations Department may be required depending on scope of work performed. 8. All trench restoration must be inspected by the Public Works Department. No utility installation(s) shall be allowed over or within 5 feet of any City utilities, unless approved by the Public Works Department. Locate and pothole existing City-owned utilities (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 box 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 "ManuaJ: Warning Signs, Sights and Other Devices for the Use in Performance of Work Upon Highways", issu~'{i California Department of Transportation. If needed, barricades can be obtained from the City at a charge of $10.00 per barricade per day, with a minimum charge of $35.00. It is the responsibility of the applicant to place barricades to protect the general public. Access to fire hydrants must be maintained at all times. 10. Work within or near beach sensitive areas will not be allowed during, City holidays, spring break, Memorial Day weekend, summer between June 15 and September 15, and during the holiday season from December 19 to January 1, unless approved by the Public Works Department. 11. Any work that extends into traffic or parking lanes and impedes the normal flow of traffic requires the applicant to acquire a Temporary Street Closure Permit from the Public Works Department. Access for fire, police and emergency vehicles must be maintained at all times. Traffic Control must be per Work Area Traffic Control Handbook (WATCH). No nighttime traffic lane closures, unless prior approval has been granted. Any lane(s) closure on a major street will only be allowed between 9:00 a.m. and 3:00 p.m. (Monday thru Friday), unless approved by the Public Works Department. Any work affecting the State Highway's traffic or within the State Highway right-of-way will require a Caltrans Permit. All vehicles shall be lawfully parked. 12. This permit does not authorize the closure of sidewalks, streets, or alleys for construction access, storage of materials, or parking of construction vehicles unless detailed on an attached Temporary Street Closure. 13. Applicant must notify USA at 1-800-227-2600 2 days before starting any underground construction. Applicant must notify all affected residents 24 hours in advance of restricted access and any inconveniences. All USA marks shall be removed prior to Final Public Works Inspection. 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. 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: ______________ _ Inspections slioulcf oe requested -by calling thf Pµ.o[ic Works lnseection iRe~uest Line at: 949-644-3255. INITIALS: \\ fU-- 15. All above ground facilities shall comply with the Municipal Code, including but not limited to Chapter 13.20. 16. Homeowner, contractors, and subcontractors may each be liable for violations of Water Quality Laws. Best Management Practices will be enforced. It is against the law to discharge construction debris into the gutter and storm drain. Felony violations of Water Quality Laws are punishable by fines up to $25,000 and/or up to three years in State prison plus the full cost to clean up an illegal discharge or spill. 17. If a refundable deposit was paid, applicant must submit a Soils Compaction Certificate or Evidence of a Slurried Backfill and request a final inspection from the Public Works Department. Monies may be held for six months after final inspection before a refund will be processed. 18. No trees in the public right-of-way shall be planted, removed, trimmed , or relocated without approval from the Municipal Operations Department, Parks and Street Trees Division. 19. All work in the public right-of-way must meet the approval of the Public Works Department or corrections will be required (i.e. removals, exposing connections, etc.). Additional inspection fees may be required. 20. Permit is for standard materials in the public right-of-way only, unless previously approved by Public Works and an Encroachment Agreement has been processed. 21 . Permit is valid for "description" of work noted on front only. Additional work performed may require issuance of a separate permit and/or additional fees. ......... . wvz .~ v•• . WV vv, W"'V~~ .,, ... v, ••. -ppro • d_by t p· • Ji Wofi!i :-~ §" -• ~ s rea~afi~Met,f!inas tile terms and ~LQa..chme.rrtAqre_eme.rrtfee isnon-ref~~ 'c>at~\)\;\'S'.slgnatu~Tl~~ , --. ~ ltROJECT ADDRESS: DESCRIPTION OF WORK: CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ERMIT PLEASE COMPLETE THE FOLLOWING INFORMATION 2961 CLIFF DR A~I\ ta \W .> \ -\,.J f\,eL l\J <. ..,-, I''"'\ }l INSTALL 2" WATER SERVICE FOR 11/2" METER 5 0 3 -L EXTEND SEWER MAIN ON AVON ST II AND INSTALL TERMINAL CLEAN OUT 4OO-L f"CR ~rmrct;{ r1~t; S'-s21i-~ (see N:U,ls--c CONSTRUCT SEWER LATERAL + CLEAN OUT 4 0 6 -L APPLICANT: MlKE KILBRIDE Phone: 949-289-0078 Mailing Address: City/State/Zip: PO BOX 3341 NEWPORT BEACH, CA 92659 OWNER: Phone: Mailing Address: City/State/Zip: CONTRACTOR: MIKE KILBRIDE Office Phone: 949-548-0106 Company (if different): Jobsite Phone: 949-289-0078 COAST WATER AND POWER Other Phone: FAX: 949-548-161 6 Mailing Address: City/State/Zip: PO BOX 3341 NEWPORT BEACH, CA 92659 State License Number & Class: City Business License Number: 738400 A, B, C-10 BT9601491 EXP: 12-31 -2015 WORKERS COMPENSATION INSURANCE -Certificate of Insurance (Section 3800 Labor Code) Companv: STATE .FUND Policy No: 9087110-14-2 Expires: 10/1/201 5 REFUNDABLE DEPOSIT INFORMATION (If Applicable) Made Pavable To: MIKE KILBRIDE Vendor No: 9833 Mailina Address: PO BOX 3341, NEWPORT BEACH, CA 92659 FOR OFFICE USE ONLY Special Conditions of Pern:iit: P'2-t-U)1-\.-!.1h;~, l"r\.o o~e; \~rJ.. \JJ/ pw ll'ICf'<::"0~ • -l-- \ H-1,lv~·-ei \\.A~V(c -hrr ' u I J ADDITIONAL APPROVAL REQUIRED FROM THE FOLLOWING DEPARTMENTS ~ Utilities: Traffic: I I General Services: Other: Engine~c~ian: Public Works Specialist: Date: Permit No. , 7/q/ /f,; o~~1 ~d • N2015- J FEE WORKSHEET FOR ENCROACHMENT PERMIT CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PROJECT ADDRESS: nel'-L /? i ,,,;,.._ ..,...___ 11,...,' PERMIT N2015_ . ,I -~ IP L/"'1 I .\-4-VV\. NUMBER: ~'1 I APPLICANT: Permit Processing Fee: Public Works Only Other Department Agreement Fee: Preparation of Report/Agreement Document Recordation Fee Monitoring Wells Street/Alley/Walk Closure: Traffic Control Plan Check $242.00 ~ $319.ooEj $900.00§ $209.00 $495.00 $55.oorn] Inspection Fee: Public Works Field Inspection Utilities Field Inspection General Services Inspection Water Quality/Artificial Turf Inspection Refundable Deposit: Improvements Newspaper Rack Inspection $154.00~· $198.00 3 $154.00 $60.00 TBDc:=] TBDc:=J $62. oo I._____. 8-1/2" x 11" $55.00§ Sewer Connection Fee $250.oorfill 24" x 36" $139.00 4TT Box & Cover $54.721]J}J ______ -~d_d~~~~. ___________ .. __ . __ .. _ .. _ .. _____________ . _____ .. _. __ . r C:7:JAc~ii~%.~~;~t~~twJ:-:.~JY±"i.fi1w$wi :rs::::: ~::I.tw 1r1f r::?r:2:r:r:1 .......... . ..... . L.JJLltZtttttttt::::: ::::: ::::: :::::::::: ..,.;.:;~1t:.3tllf.t1:251tJ.Ll.13]2:::l~J ,--- - - - - - ---a --a ------- - --iviiscEL.LA-NEOUS FEES ------------------------i Certificate of Compliance Fee (+100% of hrly over 3 hrs) Development Services Fee Final Tract Map Checking Fee Final Parcel Map Checking Fee -Simple Final Parcel Map Checking Fee -Moderate Final Parcel Map Checking Fee -Complex Lot Line Adjustment Fee Park Dedication Fee Zone Street EasemWacation Fee (+100% of hrly over 4 hrs) Street Tree Fee ($700 Planting Fee) Engineering Tech: Total Amount Due: ~~~v ' ~JltoC{. U' Permit Specialist Receipt No. ~cJ: Ro(.)005'i1~2.. Rev. 06-25-2015 $288.00 TBD $3,489.00 $374.00 $2,297.00 $3,489.00 $1,089.00 TBD $983.00 TBD Qty. ------< 1------1 1------1 ------< -----< 1--------1 1-----1 ------< ------< .___ __ _. Budget Number 5200-5029 5200-5015 5200-5026 5200-5027 5200-5027 5200-5027 5200-5028 405-470_ 5200-5031 030-2284 For Finance Use Only ?A\D 1-2,C\-1"::::)- f:/users/pbw/shared/encroach/maslers/ep front and back masters/ epfeesheet.xls-revised 6/25/2015 CITY OF NEWPORT BEACH •. APPLICATION FOR WATER METER OR HYDRANT METER REQUESTED BY Mike Kilbride _WORK/TAP ORDER# _________ _ (person or entity who is requesting meter and/or would get hydrant deposit refund) MAILING ADDRESS .;;;..P..;;;O...;;B=o=x;;..;;3;.;;;;3...;;4.;;;.l _____ RECEIPT# ____________ _ CITY/STATE/ZIP ____ N;..;..;:;.;ew"""p=o=1i""'-=B""'ea=c=h"-, =C=A'-'9=2=6=59"--_PHONE # 949.548.0106 SERVICE ADDRESS 2961 CLIFF DR I SERVICE REQUESTED: Check all that apply ( ) Hydrant Meter Deposit required {tapping order) ( ) New Meter New service address {tapping order) ~'""eterUpgrade ~:g service address {work order) ( ) New construction (work order) ( ) Adding meter to existing account/address __________ _ ( ) Irrigation only ( ) New construction at existing service address ( ) Condo conversion/# of units_____ Original Service Address. ____________ _ ( ) Commercial Location e Residential Location ( ) Fire Connection Fee $ ____ _ eter Size *Fee $775 ( ) *4TT Box Fee $ ------- er box & Lid 75.58 s* 850.58 Paid with Encroachment permit I Please Complete Owner Info (Hydrant Meter exempt) Billing Address _ 2961 CLIFF DR _______ City/Zip. __ ..:..NE.:.=.WP:..:..=a...:a:O:.:.R.::.:T:a...B=E:..:A:.;:;;C:.:cH,:;..9;:.:2::.;;6c.:;6:::..3 __ Residence Phone # Business Phone # 949 689 5293 -------------- E-Mail Address Social Security # or CA Drivers License FOR OFFICE USE ONLY CLERK ________ DATE _______ BUS LIC # _______ MID# _____ _ DATE UTILITIES COMPLETED ________ DATE HYDRANT METER CLOSED ______ _ f/users/rev/shared/water/water meter serv app 8/2/06 LEG .. END 0 ·~R~E • ...-== POWER POLE 6 == SEWER CLEANOUT J = WATER MITER BOX },) CENTERLINE OF A. t L, ~{ IY\,- A .,, -" .. CITY OF NEWPORT BEACH ENCROACHMENT PERMIT PERMIT Noa Ni 0;\5 - ADDRESS fol C,L\ ~ l)r. OWN ER "(:\ \...\f:.ll... DESCRIPTION OF WOP LEGE.ND ·@··~R·EE -.-== POWER POLE 6. == SEWER CLEANOUT :::: == WATER METER BOX I T \ (\~t\\\\ ':> I \ \..as~~~ "- CITY OF NEWPORT BEACH ENCROACHMENT PERMIT PERMIT No. N~~\5- Ex \\oJ.te l ~~ ----- ADDRESS 2 C\(. \ C.L \~ \A._ APPLICANT K, Lf>ttloe, ft' OWNER \-\ ~L(4. DESCRIPTION OF WOP_ City of Newport Beach • Newport Beach Police Dispatch Public Works Department Phone: 949-644-3717 Phone: 949-644-3311 Fax: 949-644-3318 l APPLICATION FORT,E'IIIIPi:JRAF{Y STREET ( SIIJEWAL~:CL0$UR.1:0ftDUMPSTEFfPLACl:MENT City of Newport Beach Municipal Code 12.62.010 Permit for Temporary Street Closure APPLICANT INFORMATION Name: MIKE KILBRIDE Company Name: COAST WATER & POWER City of Newport Beach Business License No. Address: P.O. BOX 3341 BT96014951 City/Zip: NEWPORT BEACH, CA 92659-8341 Phone: Day 949-289-0078 Night Exact Location of Encroachment: 7.(,, () \ eh\t rn, . (Use street address or approximate number of feet from nearest intersection) Reason for Encroachment: UTILITY IMPROVEMENTS -Generally one day between dates below. NOTE: No work on holiday(s) or weekends. Date Closure to Begin: Date Closure to End: ------------(Maximum 14 Days) Time of Closure: 7:00 AM to 5:00 PM DIAGRAM LOCATION OF ENCROACHMENT BELOW: ~ e Q e C.-\i c.. '" C. l(. _______ __.;.._ _______________ ,ul9 f ~l.lt.11\\ - A copy of this permit must be visible on the dash of each vehicle authorized to park in reserved parking spots. The applicant is responsible for notifying Police Dispatch of any road closure, detour, or reserved parking. See reverse side of this permit for regulations covering use of this permit. ADDITIONAL CONDITIONS OF APPROVAL FOR THIS PERMIT ARE AS FOLLOWS: 1) Flagman operation per ;l.M'l.W.A.T.C.H. Manual, Pages 47-48. 2) Provide access to emergency vehicles if needed. 3) Notify adjacent residents 48-h rs prior to closure. 4) Place delineators around construction area. 5) Plate and backfill excavations during non-construction. CITY RESERVES THE RIGHT TO REVOKE OR MODIFY CONDITIONS AT ANY TIME I, (Permitee) hereby certify the information provided is true and correct, and I agree to comply with the terms and Encroachment Permit No: conditions on the front and back of this permit. Permitee guarantees to indemnify and hold the City of Newport Beacn NZor1'-har~gaJn~any claims, liabilily, oro·udgme t~ rages arising out of permitei actf"i\11 ,., X \, \ .w-...., Date: 'L ~ Approved by: Date: C:\Documents and Settings\Owner\Locat Seltings\Temporary Internet Files\Content.lE5\HJ3Ll8BG\[Temp Street Closure Application-Kilbnde-Flagmen.xls)Sheet1 i.- ! City of Newport Beach Newport Beach Police Dispatch Public Works Department Phone: 949-644-3717 Phone: 949-644-3311 Fax: 949-644-3318 I APPLICATION FOR TEMPORARY STREET/ SIDEWALK CLOSURE OR DUMPSTER PLACEMENT City of Newport Beach Municipal Code 12.62.010 Permit for Temporary Street Closure APPLICANT INFORMATION. Name: MIKE KILBRIDE Company Name: COAST WATER & POWER City of Newport Beach Business License No Address: P.O. BOX 3341 BT96014951 City/Zip: NEWPORT BEACH, CA 92659-8341 Phone: Day 949-289-0078 Night Exact Location of Encroachment: ,A\JOl\ S\-_ . RtC)A__, ot-2 ~51 ~2,~1 tli1\ (Use street address or approximate number of feet from nearest intersection) Reason for Encroachment: UTILITY IMPROVEMENTS -Generally one day between dates below. NOTE: No work on holiday(s) or weekends. Date Closure to Begin: ___________ _ Date Closure to End: (Maximum 14 Days) Time of Closure: 7:00 AM to 5:00 PM DIAGRAM LOCATION OF ENCROACHMENT BELOW: I ¥'J t) r-~-~ A. t:, r,11 p,,. rill~ \f ;:. -r~: ~ t l.i f\~ R l J t \ e e-· \J ]'l ,\ St ti \) _t, \JOC\ o\ s \ t e e \} I\ 9-1\l~~fl( (.I)"' ~ ~ E;l~~I. -R bfll) ClOJt!}.-:. A copy of this permit must be visible on the dash of each vehicle authorized to park in reserved parking spots I I The applicant is responsible for notifying Police Dispatch of any road closure, detour, or reserved parking. See reverse side of this permit for regulations covering use of this permit. ADDITIONAL CONDITIONS OF APPROVAL FOR THIS PERMIT ARE AS FOLLOWS: 1) Close only the portion of alley/street adjacent to where work will be done. 2) Provide access to emergency vehicles if needed. 3) Notify adjacent residents 48-hrs prior to closure. 4) Post road closed barricades on either side of work area. 5) Plate and backfill excavations & open alley or street during non-construction. 6) Place delineators around construction area. CITY RESERVES THE RIGHT TO REVOKE OR MODIFY CONDITIONS AT ANY TIME I, (Permitee) hereby certify the information provided is true and correct, and I agree to comply with the terms and I conditions on the front and back of this permit. Permitee guarantees to indemnify and hold the City of Newport Beach ENncro~moent,Pe~~t No harmlt,~•frc~~iia ility. or j dgm~for damages arising out of per~e·s activities. \) 1c. ::)' X Date: ~ ffif>-\ Approved by: ______________ _ Date: ___________ _ C \Documents and Se!!mgs\Owner\Local Setlings\Temporary lnlernel Flles\ConlenUE5\AWPNGFU01[Temp S1ree1 Closure Apphcalion -Kiibrode xls]Shee1.1 I I PROJECT LOCATION GENERAL NOTES RK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE UCTED IN ACCORDANCE VOTH THE "STANDARD SPECIFICATIOl•JS FOR PUBLIC WORKS UCTION" ANO SUPPLEMEIITS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S RD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS . .:; UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATIOII AIID ELEVATIOIJ FIELD PRIOR TO BEGINNING CONSTRUCTION. 'OSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSIOI!, AND ro ADJOINING IMPROVEMENTS, ,HALL BE CLASS 56D-C-3250. CTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VAULTS, WATER VALVES, SCO, MONUMENTS, SEWER AND STORM DRAIN MANHOLES} FRAMES AND COVERS TO J GRADE PER CITY STANDARDS. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE ,RS. FR[ff-D PAVEMENT AIJD CURB AND GUTTER SHALL JOIN AND MATCH Lll<E AND GRADE OF , IMPROVEMENTS UNLESS NOTED OTHERWISE. CREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE JN OF THE ENGINEER. ENGINEER SHALL MAKE CHANGES TO DRAWJNGS TO REFLECT 3TRUCTED CONDITION. FAILURE TO DO SO WlLL PLACE RESPONSIBILITY OF THE ::TOR FOR CORRECTION AND LIABILITY ON ENGINEER OF RECORD. K NOT INDICATED ON THE DRAWINGS BUT CALLEO FOR IN THE SPECIFICATIONS, OR RSA, ANO ANYWORK REQUEST BY CNB PUBLIC WORKS INSPECTOR SHALL BE '<v,>""1/~,. ,,,,ll(ED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. K NOT INSTALLED ACCORDING TO DRAWINGS ANO SPECIFICATIONS OR ORDINANCES VS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. lQVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK ACTIVITIES WlTHIN THE llGHT-QF-WAY. : WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION IS REQUIRED BEFORE THE , DEPARTMENT PERMIT FINAL CAN BE ISSUED, AT THE TIME OF PUBLIC WORKS 4ENT INSPECTION, IF ANY OF THE EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE ~AMA GED, NEW CONCRETE SIDEWALK, CUR AND GUTTER AND ALLEY /STREET H WILL BE REQUIRED AND 10D% PAID BY THE OWNER. SAID DETERMINATION AND ENT OF THE REPAIR WORK SHALL BE MADE AT THE DISCRETION OF THE PUBLIC NSPECTOR. VICINITY MAP K RELATED TO WATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A :ENSED PIPELINE CONTRACTOR OR AN A LICENSED GENERAL ENGINEERING NOT TO SCALE SYMBOL ABBREVIATIONS :TOR. K RELATED TO WASTEWATER IN THE PUBLIC RIGHT-OF -WAY SHALL BE PERFORMED ·42 LICENSED PIPELINE CONTRACTOR OR AN A LICENSED GENERAL ENGINEERING :TOR. (IN ADDITION TO GREENBOOK SECTION 1-3.2) CONSTRUCTION NOTES -0-POWER POLE @ SEWER CL[ANQUT ® SEWER MANHOLE @ STORM DRAIN MANHOLE "°' FIRE HYDRANT .. WATER METER "" STREET LIGHT PULL BOX !Ill TRAFFIC SIGNAL PULL BOX ~ STREET LIGHT 0 WATER VALVE c-GUY WIRE A SURVEY MONUMENT SIGN ® VAULT VENT e TREE .. IRRIGATION CONTROL VALVE "" CABLE TV PULL BOX 0 CORING LOCATION (D ELECTRICAL MANHOLE ca ELECTRICAL PULL BOX ~ BUILDING EXISTING CONSTRUCTION ----PROPERTY LINE ----NEW CONSTRUCTION ---'1,---CENTERLINE ----S----SEWER LINE -----IV-----VIATER LINE ---G---GAS LINE --E--ELECTRICAL LINE --T--TELEPHONE LINE -CATV-CABLEVISION LINE --SP--SPRINKLER SYSTEM -x-x-x-FENCE :::::c:c::c:I:: BLOCKWALL CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG AB ARV ACP AC BC BCR BVC BLK CATV Cl .. CNB CL CLR C&G E EC ECR EVC EXIST FLG FE FL FM G GV GB GE IP&T LT MAX MJ MIN NG N NTS NO OG PE PROP PB RCP RET RT SCH s SCQ SMH SHT SW s SCE SQ STL T w W/ AGGREGATE BASE AIR RELIEF VALVE ASBESTOS CEMENT PIPE ASPHALT CONCRETE BEGIN CURVE BEGIN CURVE RETURN BEGIN VERTICAL CURVE BLOCK CABLE TV CAST IRON CENTERLINE CITY OF NEWPORT BEACH CLASS CLEAR CURB AND GUTTER EAST /ELECTRIC END CURVE ENO CURVE 'RETURN ENO VERllCAL CURVE EXISTING FLANGE FLANGED END FLOW LINE FORCE MAIN GAS GATE VALVE GRADE BREAK GROOVED END IRON PIPE AND TAG LEFT MAXIMUM MECHANICAL JOINT MINIMUM NATURAL GROUND NORTH NOT TO SCALE NUMBER ORIGINAL GROUND PLAIN END PROPOSED PULL BOX REINFORCED CONCRETE PIPE RETAINING RIGHT SCHEDULE SEWER SEWER CLEANOUT SEWER MANHOLE SHEET SIDEWALK SOUTH SOUTHERN CALIFORNIA EDISON SQUARE STEEL TELEPHONE WEST/WATER V!TH BASIS OF BEARINGS: ISTRUCTION NOTE (SEWER) ,TALL NEW 8" PVC (SOR 35} SEWER MAIN AND TERMINAL EANOUT PER STD 400-L AND CORE INTO EXISTING MANHOIE HALL NEW 4" PVC (SDR 35} SEWER LATERAL AND Cl£ANOUT (AT LEY LINE} PER CNB STD-406-l. BACKflll, BEDDING, AND ENGH RESURFACING PER THE STANDARD SPEC1flCATIONS AND IB STD-105-L-A, AND STD-106-l. SUBSTITUTE 3/8" .USHED ROCK INSTEAD OF SAND FOR PIPE BEDDING. HALL NEW 4" SDR 35 PVC PRIVATE SEWER PIPE (2'1 MIN SLOPE} OM TO CLEANOUT TO POINT OF CONNECTION ON SUBJECT LOT 'OSITION & REMOVAL NOTES OTECT EXISTING PCC CURB le GUmR IN PLACE. OTECT EXISTING SEWER MANHOIE IN PLACE ANO PLUG ALL USED CONNECTIONS PROJECT DESCRIPTION I EXTENSION WITHIN AVON STREET ~~~:~ SHEET INDEX AT&T CITY OF ORANGE TIME WIMAIN EXTENSION ANO SEWER LATERAL PLAN COX COi ENGINE[ THE BASIS Of BEARINGS USED ON THIS SURI'! ON A MAP RECOREDED IN BOOK 19, PAGES 2! f-------------·:E 54067 SEWER MAIN EXTENSION & SEWER LATERAL IMPROVEMENTS BENCHMARK: ~·s NAME ~i~~~1~~~~ ~~ O::~-~~~l'-FOUND 3;4 ocs "tsEVILLA PRIVATE DEVELOPMENT WORK IN THE S-5278-S CORNER OF A CURVED 4 FT BY B Fl CONCR[l JUN 2015 CITY OF NEWPORT BEACH SHEET 1 OF 2 "' I I / EXISTING PAVEMENT\ I 4•-0· TREMCH WIDTH I f------+-----t~--'--<· ·~ "'t~~/,t,,----+------lf--- 261----1----+-'----------¾-,'+---------,,/j'.l'-l/ ___ +-- ,c:,, / // .,,, "-.. / / / '--(fl.I 241----+-----,,ld----llv~1/'-r----=+------+- / BEDDING/ 20 f------lf---------H-------ll-+----+-----+--SHEETING OR / >------+~,,.,_~----tt----il--l-_...(l,lz~,,----+-------t----➔IRING IF USED 1--------j-/,'S!, -'I ·o:.s,,.";'< f------t-----➔c.J'--¾,,-~f-------1I---t------+------+---,,..,ruRBED SOIL 1sl=====lc====2:::¢l-----ll--!--_-~~T.w'=----l-----!--DETAIL A SEWER MAIN TRENCH k'y' N.T.S. 1 -P-NOTES 16 l-----+----'~'l-f--f-/_-7'/""-,A'<!-'-.,J-,r~,?,-----t-------t--CH l'I\DTH SHALL BE 0.D.+ 12" MINIMUM, OR 0.D.+ 20" MAXIMUM INCLUDING THICKNESS OF TRENCH SHORING OR 14 12 (V ;,:~<.t 11NG f-----+---/-~y;-l)-"'------++--"'--< .. ~,,,f--+------+----:FILL SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1.3 EXCEPT THAT RELATIVE C0MPACTIOtl SHALL BE l--'/11)._,11;,.''1& "'---f-..,..</_'--,,'L../ _ __,,f-\l9_1=2'----t--f-----l-----+---"INIMUM. 1,i),..O,~. ,-/ I THE MAXIMUM TRENCH l~Dm IS EXCEEDED, THE CONTRACTOR SHALL SUBMIT TO mE ENQNEER FOR APPROVAL, 1-----=~4-.'-tv--'1-JHr----1--1------t-t------t------+---,ING VIITH SUBSTANTIATING ENGINEERING CALCULATIONS FOR moSE MOOIFlCATIONS or PIPE STRENGm AND/OR 1------'---+------t-----t-+------t-------t---N,G WHICH l'I\LL PR0~DE AN IN-PLACE FACTOR OF SAFETY EQUIVALENT TO THAT PR0~DED IN THE CONTRACT. ING SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1.2.1, EXCEPT THAT: t====~~~u~•0~1T?!'3~Sl'~''"'~•~LA~lER~lA~ltt====t====t==CLASS 100-(-100 SLURRY MAY BE SUBSTITIJTED FOR SHAPED BEDDING AT TH[ COtlTRACT0R's OPTION AND SOLE EXPENSE. PROFILE SCALE VERT. 1"=2' HORIZ. 1 "=10' o+oo l----r"rTir1rrh-.-,-rrnrr-t-➔>n-»-------t--1----'::i=-t.. VV'-'-"tt"+-'L='-'A'-'l..,~"'t<""A'-'-"l'l---'t:S"'---+--HAUNCH BEDDING SHALL BE HAND TAMPED TO 907. RELATIVE COMPACTION MINIMUM FOR PVC, RPM, HDPE, AND ALL OTHER FLEXIBLE PIPE INSTALLATIONS. \'/HEREUPON THE REMAINDER OF BEDDING (ABOVE-SPRINGUNE) MAY 1------t------+------t---BE COMPACTED CONCURRENTLY vnTH THE BACKFILL 0+25 Qt 50 ALT CONCRETE PAVEMENT SHALL BE PER STANDARD SPECIFlCATIOtlS SECTION 306-1.S, EXCEPT THAT: ... · ··~i 5, (; ASPHALT CONCREIT SHALL BE PLACED IN LIFTS NOT TO EXCEED 4" THICK. SPEClALNO'IE: Unclr.,. .-•• th<I' AH ,r ..--.,. l,.oi..-.dl Al-•lot.n.r,,oholJ,,.~•cL.l~lhollmJ.•fllJL ..,"",..."""''-"'Y'-"'""t ........ 1 .. 1, __ CONS1RUCTION NOTES: ©;-J:"J:>i-~l,7=_.}~~-t: @ ♦"(•l11011~~4rk>£ @~{ ...... ,,:1111.-»J'W~lltadl OENERAL NOTES: ,.,..-11.---••,..-■rlcc'al■!lel1oo.,_.-.m--11.,, .. r,....mt. -.-. ----7,,,' @~11MS~.-(,_,..._. .. ®'tl")-,-.-~P'l'C,I" '-E'hl"::.':::.r."'°-.e,o-11~-.,,:,■:J-,C.===1,e T.PVC-Nm...JS,.-ASTll3G34. ----·-··· .••• ,' CONSTRUCTION NOTE (SEWER) @ INSTALL NEW B" PVC (SOR 35) SE\\rR MAIN AND TERMINAL CLEANOUT PER STD 400--L AND CDRE INTO EJIISTING MANHOLE INSTALL NEW 4• PVC (SOR 35) SEWER IAlERAL ANO CLEANOUT (AT ALLEY LINE) PER CNB STD-406-l, BACKFlll, BEDDING, ANO TRENCH RESURFACING PER THE STANDARD SPECIFlCATIDNS AND CNB STD-105-L-A, ANO STD-106-l, SUBSTITIJTE 3/8' CRUSHED ROCK INSTEAD OF SANO FOR ~PE BEDDING. @ INSTALL NEW 4• SOR 35 PVC PRIVATE SEllOl PIPE (27. MIN SLOPE) FROM TD CLEANOUT TO POINT OF CONNECTION ON SUBJECT LOT DISPOSll) [I) PROTECT EXll [TI :~~T &ik~,o' © -1:.f: fl,_~~~--=-- @ •· c..-11~--..... @~4"{•1")0)0-ollllttlof.SDll-:II @)torttlASl"'-t,,-..~Uu =-1:1,,"""""" ■uww---- apye,...,......., ... ,.. .. _■111,Jl•-,..,_-. "'--"p,,,1..,.. .. tinrct■irl(..,,,,,.. ..... .__, _____ .._Wlloogll'.dN......,.. 1ll~•"""t-■t,111Nlfo"-:.rlll ___ l", IL ::::,:.:;r;:i-wi:.,~~~:7)~ ........... ,_"_) CITY OF NEWPORT BRACH APPROVED SEWER LATERAL WITH CLEANOUT PRINCIPAL Cl~L EN~NEER R.C.E. NO, 54067 SEWER MAIN EXTENSION & SEWER LATERAL IMPROVEMENTS DATE APP'D, DESIG'lf&.tMLA 0RAWNMS[\1ULA CITY OF NEWPORT BEACH I S-5278-S PUBLIC WORKS DEPARTMENT jSHm 2 or 2 CHECKED DATE ROEMMLA 21 JJN 2015 • I r City of Newport Beach Page 4 of 6 81.12/2015 4:~'0:39PM INSP150 -Daily Inspection Request Report Requested Inspection Date : 08/13/2015 Inspection Type : ENCROACH Inspection Area : PW Site Address: 2961 CLIFF DR Activity : N2015-0341 SubType: Status : APPROVED OWNER: HALLER DAVID A/P/D Information: Phone: o Description : CLIFF DRIVE: Abandon existing 1-inch water service at main, install new 2-inch water service with 1 1/2" meter per STD-503-L. AVON STREET: Extend existing sewer main with terminal cleanout per STD-400-L and new sewer lateral with cleanout per STD-406-L. See approved plans S-5278-S (N2015-0316). Requested lnspection(s) Item: 10215 ROUGH UTIL Requested Time: 8/13/2015 12:00:00AM Entered By: WEBUSER Comments: AM- Requestor: Assigned to : zzzzzzzzzzz* Inspector: Comments: Date: .J.)gged f~etile F:\Users\PBW\Shared\ENCROACHIMASTERSIFORMS\lnspectorSheet.doc REPT131 Time: WEBUSER ____ AM PM Run Id : 4018 Inspector: Date: -------Time: AM PM ---- Comments: ______________________________ _ Logged Refile F:\Users\PBW\Shared\ENCROACH\MASTERS\FORMS\lnspectorSheet.doc REPT131 Run Id: 4018 ' ' •l",j/1'9/2017 City of Newport Beach Page 10 of 20 ' ' . 30:11PM INSP150 -Daily Inspection Request Report Requested Inspection Date : 09/20/2017 Inspection Type : ENCROACH Inspection Area: PW Site Address: 2961 CLIFF DR Activity : N2015-0341 SubType: -Slatus: APPROVED OWNER : HALLER DAVID Phone: o Description : CLIFF DRIVE: Abandon existing 1-inch water service at main, install new 2-inch water service with 1 1/2" meter per STD-503-L. AVON STREET: Extend existing sewer main with terminal cleanout per STD-400-L and new sewer lateral with cleanout per STD-406-L. See ap roved lans S-5278-S N2015-0316 . -----,7;,s;;~.~,....,.,..._,_,.,..,. uestec:1M1~n:;;s~P.~e;:ctili':o~:n~,'(f;s~) ~~--~~'!J!'r'~~~0~~m Item: 10215 ROUGH UTIL Requested Time: 9/20/2017 12:00:00AM Entered By: WEBUSER Comments: AM- Assigned to : zzzzzzzzzzz* Inspector: Comments: Date: Requestor: Logged F:\Users\PBW\S hared\ENCROACH\MASTERS\FORMS\lnspectorSheet.doc REPT13 1 WEBUSER Time: /: 3o AM ~ I Iv Xf,L.---brf Run Id: 4018 City of Newport Beach 10/23/2017 6:34:24AM INSP150 -Daily Inspection Request Report Requested Inspection Date : 10/23/2017 Inspection Type : ENCROACH Inspection Area : PW Activity : N2015-0341 SubType: Status : APPROVED OWNER: HALLER DAVID Site Address : 2961 CLIFF DR A/P/D Information: Phone: o Page 9 of 16 Description : CLIFF DRIVE: Abandon existing 1-inch water service at main , install new 2-inch water service with 1 1/2" meter per STD-503-L. AVON STREET: Extend existing sewer main with terminal cleanout per STD-400-L and new sewer lateral with cleanout per STD-406-L. See approved plans S-5278-S (N2015-0316). Requested lnspection(s) ~l&.-811-\ '-'~------ Item: 10215 ROUGH UTIL Requested Time: 10/23/2017 12:00:00AM Entered By: WEBUSER Comments: AM- lns~itifle_d_t_o_: _z_z_zz_z_z_zz_z_z_z*_,~)~\J-Date: Comments: F:\Users\PBW\Shared\ENCROACH\MASTERS\FORMS\lnspectorSheet.doc Requestor: WEBUSER 9495480106 Time: ----AM PM • 10/24/2017 ' 4:30:37PM City of Newport Beach INSP150 -Daily Inspection Request Report Requested Inspection Date : 10/25/2017 Inspection Type : ENCROACH Inspection Area : PW Site Address: 2961 CLIFF DR A/P/D Information: Page 2 of 5 Activity : N2015-0341 SubType: ~---~----'---~-~~-=-' Status : APPROVED OWNER: HALLER DAVID Phone: o Description : CLIFF DRIVE: Abandon existing 1-inch water service at main, install new 2-inch water service with 1 1/2" meter per STD-503-L. AVON STREET: Extend existing sewer main with terminal cleanout per STD-400-L and new sewer lateral with cleanout per STD-406-L. See approved plans S-5278-? (N2015-0316). Requested lnspection(s) Item: 10250 FINAL -PW Requested Time: 10/25/2017 12:00:00AM Requestor: WEBUSER Entered By: WEBUSER Comments: AM- 9495480106 Assigned .~ : zzzzzzzzzzz* . j -J . 1 I\ , I'\ A ~ Inspector: 1LO b-e-<\-=6, l \IA Date: 1Dr2-6°[17 Time: '~PM Comments: Se,"MoV l oJ::e.v"o-. \ ~c.'vt ,s Pot ,·11 'r'lu , !'lt'-e d s il2 \:].e:, f -€.f 0.~Nd .. eW: atl z\S , \'.)-J,-lts; Ne~o( c~ VlcY'e,,,k, pe,cl ttrovYld 0 co 4 n--~° K 'b e-Pci ;rf £ I Y\,C\ l . ,...,r;,)--~ F:\Users\PBW\Shared\ENCROACH\MASTERS\FORMS\lnspectorSheet.doc REPT131 Run Id: 4018 City of Newport Beach 1-013-0120 ;7 6:34:40AM INSP150 -Daily Inspection Request Report Requested Inspection Date: 10/30/201 7 Inspection Type : ENCROACH Inspection Area : PW Activity : N2015-0341 SubType: Status : APPROVED OWNER: HALLER DAVID Site Address : 2961 CLIFF DR A/P/D Information: Phone: o Page 4 of 13 Description : CLIFF DRIVE: Abandon existing 1-inch water service at main , install new 2-inch water service with 1 1 /2" meter per STD-503-L. AVON STREET: Extend existing sewer main with terminal cleanout per STD-400-L and new sewer lateral with cleanout per STD-406-L. See approved plans S-5278-S (N2015-0316). Requested lnspection(s) Item: 10250 Fl NAL -PW Requested Time: 10/30/2017 12:00:00AM Requestor: Entered By: WEBUSER Comments: Assigned to: In spector: ANY- zzzz"fJ:zzzz* Date: lo /26 /t? .j ~ 7 Comments: yl!VA::L WEBUSER Time: AM PM Logged Refile ~~o~~~-r»r-~hNL_~M.~~~L__j~:J!I_~~~~~~~~~~~- ? e"'1.~ '~ • ? F:\Users\PBW\Shared\ENCROACH\MASTERS\FORMS\lnspectorSheet.doc -zq I tf FINAL ... pi,J Inspector: --~-----M____ Date: II/, l t'? Time: AM PM -- Comments: -------------- • M'((AfL AS-Bw IL IS -•e-~1V,Q --tl,AM;erO to ,t,wD~ OK.A~ • SC.Q II/ Ft ~ S6 r/'-, CGMPLETEf) • F:\Users\PBW\Shared\ENCROACH\MASTERS\FORMS\lnspectorSheel.doc