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HomeMy WebLinkAboutS_5206_S' ' 160 --I ]' 11:•. i ' .. . --, • • - i - -i -----------.. _j_ -"-----+-~2.'.::'.0+· ----'---+-"'-----'----,------'---'--.::.:co:.:.N:.::s:.:.m:.:.u_c'-rt-6-4._1 a_L._;_F._a_'_'P_vc..,..· .!..(s_o_R_3_5:._) j----------j------'-------j-'-----',--'-------'f--1-4.:.:·-=-o·_.i -tr-----'-:--, -'---'-'-'----t: "'Cf'ON-+TR""U""c:_r_2..:..: z-'-. 4'-'-6-:-L-'---.r;-'-. _B'--'"P-,-vc--'_-'-i (si.· '-'-R'-:'-3-'--. 5"-) -----'-"'·---·--1 • -.. -i . ., : . l - PROFILE SCALE: , . _I . -... HORIZ. 1" = 4' 160 - 13 0 _J~--'--'----------,1m~d .. n,~"-1T,-'--------'--T1n u--±"n 1. u,------'-----r1rr u,-t. ~~:ur-----i,1 ~rrt:_«;u,----111. um:m~i--------irr. ur-P.'i··o"!rR_T_. __ l '_' --,41m1 ul+,11'·oOu-~-----11Tiv+7l r'UJ~-----'---T1IT-u--+l-o>IT-u1-~--'-------'--_-_-_-·~i----'--1n~uTI-Fi:.,m;u--'---_-· _--_-----'-· -----~-1n1i--11·:U•J--'-----'---'-·--_----'--_--:71ITT.1-:-ro 12 0 10+10 -------------- SEWERLINE -PROFILE I I I I I 8 4 0 8 ~- SCALE IN FEET 1 inch = 4.0 ft. " " ' SEWERLINE CONSTRUCTION NOTES: @-INSTALL 6" YELOMINE SEl+ffi PIPE. BACKFILL, BEDDING AND 711ENCH RESURFACING PER CITY OF NEYtPORT BEACH STD. 106-l SUBS/TUT£ 3/8" CRUSHED ROCK IN UEU OF SAND FOR PIPE BEDDING. ©--INSTALL 4• YELOMINE SEl+ffi PIPE. BACKFILL, BEDDING AND 711ENCH RESURFACING PER CITY OF NEWPORT BEACH STD. 106-l SUBS/TUT£ 3/8" CRUSHED ROCK IN UEU OF SAND FOR PIPE BEDDING. (";\_CONS711UCT 48" SE'M:R MANHOLE PER CITY OF NEWPORT BEACH STD, ~ Dll1': NO. 401-l. 0---:NSTALL 4• SEl+ffi CLEANOUT PER CITY OF NEWPORT BEACH STD. DIii,, NO. 406-l. ©-AFTER INSTALLATION OF NEW MANHOLE NO. 1, REMOVE INTERFERING PORTION OF EXIST. 8" SE'M:R UNE . @-,:.ROP. 7V ABANDON EXIST. MANHOLES (1 &2), REMOVE COVER AND RINGS FOR REUSE, REMAINING OF MANHOLES Fill ltfTH CONC. SLURRY. ©-ABANDON EXIST. 6" SEVER UNE, (REMOVE PORTION AS REQUIRED). ©--ABANDON EXIST. a• SEVER UNE, (REMOVE PORTION AS REQUIRED). ~El/SE MANHOLE COVER AND RINGS AS REQUIRED FROM ABANDONED EXIST. MANHOLES (1&2) 18 Technolo11 Drive, SUite 100 Inine, CA 92618 (11<9) 753.9393 r.11 (o,o) 753-9322 REF: X-XXX-X 03-18-04 03/15/04 S-5206 APPROVED SENK RESIDENCE SEWER LINNE AND ABANDONMENT R.C.E. NO. PLAN AND PROFILE DATE 207 EVENING CANYON ROAD -LQ,T, 123: DESIGNED DRA\\N P.O. CITY OF NEWPORT BEACH S-5206-S f---+---t-------------+--t==-~P-~O·r.-,-;----; APP'D. CHECKED DA TE P.O. 18 MARCH 2004 DATE BY DESCRIPTION Of RE11SIONS PUBLIC WORKS DEPARTMENT SHEET. 2 OF 2 I I I I I I ' 112.900 PLCOA. -- kl 'I. - 109.~0 PlCOfl 111.200 NG E~isting wall crrr OF NEWPORT DEAC! t ~JOPlflCATJ0.'1 J'Elt' 11T NO, ~!DlOOBll (l•h100).Q'il) 1'1.1.t<Nl:>'J DU.\11,UIUIT l»o Nt'fl'OU BOULlVAU> >IL~T•uc~CAt>l>f P"l .. ~lr.,>;FN;P"l'""Zt ,\la Vi\bl~. CJ. U;hl Awx. 1401 Q,ui!Strtti.Sllite 120 Newpo.l Uo:xh, CA ,i6GQ .. N.hlrmvr l'tol'<rli lu~uh'~,t: l\l<Kliri.:aliwl l'crmitti(I..JIIU%00J.~J8 (\'AlOOJ-WI} Lot 1:J, Tr~<l 1116 ' 11/li"t# •1 M.,.JijkJ a11J ApprorrJ: S..,i<tS.G.,<i.o.'41,llOG H dayo •Clcr .•l'fl'ovol .l,tc ::equesl' :it'l'rovcJ io .!low ~"' co11>1no;1ion or 1 1u:w, sin;l~•!•111ily Jwc!!ini; wia1 ;1,11 rulr)' lrdLi~ sln>tl!MC 11,.u wi!I cncro.,cl, :!...Jl;tl 6-focl~htt iulO th~ IS.tool Crout )')rd ~llo>(k. Tu.. ~., !h~ S'.ll!IX l!!lW1 s:l~n'11l l!l: w:m.di illl!l: lh£ (ism! xM!I ~c!l!acl;, 'fh' v,11il:~I ll!lmQl.ll m limi!s:i.l !11: "1&:roru:hmrnl 11:U (~i;t ai1d Jh; !ll'.llil Cll:':l:C !II: !.!Klll~!:h 4 (ti;! 111!12 ~IS !Hz.I ftRI~ !~!'.!I ml>ifili, fill 2U1c[ !ll'.!!il ml'!:ll!IJ;I ll l!!Ql?ill£ll ar£ n:guiw.1 lll l!!~iot~in 11!; ~•illi•D!!lll f!2U! x.,lll is:w,~t !1[ ~~ll!~!x wi!h lbs; l.!!:W)iti;.1 ~]12w;im:; !![H~ find,~ fat 1122( ~gi,. Also •)11'ro•-..:J in Lb~ 1pplic11io11 b a rcqua1 IO .!low:, 1CC<>1ki noor pb:iter l>ox 10 cm:~h?-f<:cl G..iuc!,os int<> LL? I S•fwt fro,n )';IN Kib;.L OriJ:i11•/ Rtr•ml: RVJuut (IJ>provt</ lo allu,., tlrc C<IIUlllltli<m of o 11,w, si,,:/rf<lllli/y dwelling willi a11 ,;,irq lrdlis ;truct~ IMl 1,;f/ rlfuoadi ~/~et ~inrk" lnf4 tJir I Jfoal/l'Olft,wJ 1~1-k. Also l,1cl,,Jed;,. 1hr 11pplit111ioo is 11rrqua, lo a/loit., sec,mdfloor pllWu lm Jo DIQ"oad, 1,fctt ~i,,cl,c1 in101M JJ. I";" from yarJ ,cib.id:. T/,~l'"'l""Y h l«atrJ ia the 11,.J.JJ Dislrkt 11K MolirlC~iollll Commi11e,:, on M.Y B, 2001, \'Q\N l ayes ;nd O DOCS IO "l'Provc II"' aJ>plic~ioo K<)IICSI a$ uwJificJ bac.l on Ilic Wllowina r.~i:s and lllbjetl lo Ilic-fullcwini; "llkiili<>llS. ' M;iy\4,WOJ l'is••l TI1c MoJifi,:;il.iou:; Commi11co dc1mnincJ in llli; c.;ue Ui:it U1c propoJ>I \\'\111ld. not Loi: dctrimct1Lol Lo pmons, 11ropct1)' er iuiprovruie11ts in aic 11ci&filw1hGoJ arid ~ \he 111od.ilic.tion ;is appro\~ WQIIIJ L,,; cons~1cn1 will, the ki;hbti,·c imcm o!'Jillc '.20 ortlic Ncwpon lkod, l,,b111kir;,J Coile, ~.i m:llk: die fullowi11s f,1><1i11i;s; f'l,\'QINGS.· I. TI,c LanJ Use l!kincr,I oflhc Gmcral l'lmand Lile LocalCOULal Proi;ru,1 Lo.Id Use PW! .!o,isn:ilc Ille .itc !O.f -si!lilc-fainil)' Octacb,;J" tcsiJenti.il U5e. TI1c propol(ll 1csidci1141 ;1nm= and ia a.pp~ arc~ with IW$ daiputio:i. 2. Tliii proj«t ·~ bccu rcvicwcJ, m<I it 1w been dc1crmi11cJ 1~ it i$ calc&Ofic;,lly ucmpl .. fronl \he tcq,uircmcua or the Cilifomia. ~vironmcnW Qw.!ity Mt u:idcr O:us 3 (New Coni1111ctio,1 or C<>11vcni011 of Sm.II S1n1cu11u.) 3. Tlic 1uoJilicalio11 lo U1< Zonine CoJc os rroposcJ "'oul.J be comi$lo,ll will, U1c lesub1h~ iiucnl c!Titlc 20 oflho N.c"prm Ucach MUOO:ipal Co.Jc~ i; a logi<:ol we o!1!ic propcny a,.1 would be pm;lu.k.J by ,trict O(l(llic~iOll ot ti"' t.ii1foi: rcquireincnll forthi, OallicL t.;.-1!1~ r0Hov.-ini: rc~so:u; The 11roro1<:J =~u,11:11Ls inlo 1hc B•foot requiml front y.i,J S<:!llxk .ic rninof in ,wurc. lllc rrop0S<.J ircJUo and ptanict arcJ9~;i1cd ·:111he ~ml)' 1G tho dwelling an..i"iiot •• xross 11.: t~tl,c wiJ1l, ofll,c rc.ld~11Co as 01ii:ina!!y pro1>0::cJ. ·mo 1=110::.,J ucrn, c,.,roxhnic,~ i, !ill>itcJ lo open «111,1rue1i,m only. . , .;: ' .- -1. TI,c modiri<;;Lio11 ca d,c Zm,ing Code ~ rrotmcJ will 1101 I,: dctriwci~al lo 1.:J~'~;;;: .... , : 1""!1<'11)' or illlJ>lO\-:m:ul: i11 Iii~ ncii;lilw1h00J or iu~r-•:~ ;1111 dclri,ucm•J etl',·CI ,o! 1.~c • : uislin& US<: for Ilic !oUowi,,.:: 1cOSQ11s: . • .. .'' • •• ' ·' • .. ,_' , '.· . Th1 J>roposcJ !KUis upri::ht ,up(IOIU will cncr().1(1, cnly 2 f-ct .i,J the enlfy Sl!Uelurc will rncr=h .i fret inlo Ilic rcquir<.J I }.fool faonl yanl $Clbxk, .. TI,e 1>ropo!cJ cne,o.xlunrnls "iU m,t i11lc1fcrc \\ith Lhc sii;hl diot:,,,cc from a,,y >ll«I or Jm,-,:;iy. 5. The 1•roro;N cnc,oru:lu,icnu will not ;irtoct Ilic now of alir or !ii;bt Lo adjoinin;: miJc111i•l )1{011crti~ btn"5c: • They;~ lix~cJ at the ,1ree1 side orlhdot. Tiicrc b ~ lc»t 12 feet bc:1wccn ~i<lmti;1hl111cl11rCS. .. They a,c limilcJ in o,~I width ~ not pcrmi11cd to .~xlenJ ocron Lbc cnti10 wiJt11 o! Lhc pr11pcrty. G. TI"' propo$cl cncro~t1ns ·will not oll;LnKL ruhlic •·icw1 frc.u, ;;Jj:i«lll J>Ublic ~w:ys or r•rl:s bc<allk: M•r 14,2001 ·. ~sc•l There ore no pllblic views Lhroui;h of oacss the subjcd prop,:n:, that ore oIT"'icJ by 1hc prcp)SN project. COSPIT!ONS; i,.., dc~dopmrnl s!iill l,c:;,. iub.iamial c~nr~nn•n•• wi1!.' _the •ppro,·td. plol rl•n. !low I. plons arulclc·,.~ionJ, c~c•pt as nclCd in Lhc (oUowirii: cond11Jons. 2. An)1htn~ not sr,cciri<~ly •rrrovcJ by thi1 M?<lif1Co;ion l'clfl!'il i1,~t. 1•mni11CII on<l mutt b• aJ.lrcsso.J in o ,q,oro10 oll<l subs,:qucnt MWLlkot1¢n rcnn,t re,'""• ,. ,. ,. ,. ,. "· ., • • L. JcJ 1Gi1 rl;wiing Commission wiihin l,I do;-iofll..: TI,c ,Jn;ision or the Con,rn1U« llU)'"' oppe:1 te ill filcJ. No bllilding. dote of the dn:Uion. A filin& tee vf SS7$.00 5h:itl xcomp;iny ~nr,',"' ' 11 ,--_, __ ,1 •. • • 1 pciod llllS upiml. A copy c lC appfOl'O C " .. ,.,, "" r=:iJ ~~:.~:;~;~~1C~~1 set o! plans prior tc ismnCc oflhc building p:nnils or tn=c of revised pbni:. M•)' 14,200) r~s,i: 4 \ 133.1 I (l MOO!flCA TlONS COMMITTE! J:~~a • i~i~crnor i'.vmu 01:1lr ~n JSG:mtnl A111><m<l in Oi,,posi1ion: Leners in Orrosl1ion: VicinilyMap c,rol r:.llll:>r., '.2S4 E~r::,tni. ain)'Ollo,h-., C;,rol RuJ~, 2S4 Evonlng Canyon Orh'c Shore OiITs I IOA OoW o!Oin:clors Sho~ Oiffs Pf0)1Crty Owners Association Tl,c l!mnwns CllfflJ'""Y Noo, CITY OF NEWPORT BEACH Bll!Ul!NG DEPARTIIDIT APPMVAL OF THESE PLANS DOES NOT CONSTITUTE EXPRESS OR IMPLIED AIJTHOR!V.TJON TO CONSTRUCT ANYllJIUIING 1H V!Ol.ATION OF OR INCONSISTENT WITH THE ORDINANCES. PI..ANS,ANDPOI.IEJCE THE CITY OF NEWPORT BEACtl nus APPROVAL DOES NOT GUARAtfTEE lHll'TIESE Pl.ANS ARE, IN All RESPECTS. IN COMPUANCE WITH CITY, BUILDING,ANDZDIMB ORDINANCES, PLANS AND POLICIES. TH£ CITY Of NEWPORT BEACH RESERVES11£RIGHT TO REQUIRE ANY PERl.l!TTEETO REVISE THE BUILDING STRUCTIJRECII.Ml'RCIIIEUENT AUTHORIZED BY THESE PWIS BEFORE. DURING OR AFTER CONSJRIJCTJON F NECESSARY TO COMPLY WITH THE ORDINANCES, l'I.ANS AND POUClfS CFllE CIJY Of NEWPORT SEACH. Exist. Decks.------,/ ' ffl'LICANT'SACIOfOWLEDGEMEHr. ____ ,a;;;""';;,.s---- (OGHATURE) QEPARTUENT PI.IBLIC WORKS GENERAL SERVICES IR cc: r~r1y owner Mmholl ;ind Amy Saik 22\$ Wotcr!ront Drive Coro~ dd M:1r, CA 9262S SIGNATURE D~TE , , • • I ,---~ I I I FIRE HAZARD ZONE NOTES: )-HR Stucco Finish (I" thick) • ' . .walls & roo caves. ~ ·overlrnngs·:1nd im-encloscd areas opening into living nrcas • • -l'Cl!lO 51011.J .. o j '>18, '' -,y;,e.•)( ' OJZ,¥""6U.. • -Opeilings: 13/8 mimmum·thick sohd core dOors to multi:.- • glazed (oval pane) doors & windows. • Allie roof vents shall not exceed 144 sq. inches per opening & be cov(!red w/metal louvers & 1/4" corro.Sion resistant metal screen. 4 All p ~ectio S"foDe" -slue o or wrought iron:' 6 Closs "A" roof covering (tile).~12a:;p ~~ i>l4Vl>,~ Approved fueimod1hdnion is itrp1ace"orrslop'eare:i1'Crirai • by HOA and/or Owner. 7 NFPA 13D automatic sprinkler system shall be installed. S 'Fi~·e spri_nkler,plans to be approved by Orange County Fire Dept. pnor to mstallation. . 9 Residence sq. footage::: &-;753 (including gar.ige). • 10 Sp1inkler ~}'Stem Under sepnratc plan & permit. I , Exist. Residence Exist. Residenc·,.-~ Plan Check Notes: 1. Existing sewer lateral to be chariged and dean-out installed at the property line to comply with city standardi; if ony of the following conditions occur. Provide P\Jblic Works standard detail on drawings. a. Alteiatjon to the building sewElr is done. b. Addjtionol plumbing fixtures require increase in building sewer line. c. Whe'n it is found the the buildin~ sewer is installed in on illegal or vnsanitaiy manner. d. If area 'of structural remodel+ addition is greater than 50% of existing area. 2. Contra1:tor to obtain fire sprinkler permit prior to calling for roof sheeting inspection. Deferred submittal to be certified by project architect prior to submittal. 3. Submit sound attenuation design for HVAC equipment per ARI Std. 275. Sound level not to exceed 50 dBA (55 dBA Y-(ifh timer, 65dBA with 'timer and neighbor's consent) per Section l 0.26.045 of N.B.M.C. location of measi.Jrernent to be at adjacent property patio or openin!]. locate equipment in equipment well on roof if neces$ary. • 4. Distance from face of foundation.ta property line to be zoning setback plus wall finish thickness (minimum). 5. A Cal·OSHA permit is required for excavations deeeper than 5'-011 and for shoring and 1.mderpinning, Contractor to prov!de a copy of OSHA perinit. 6. Bottom of sill plate to be 611 above adjacent exterior graqe or 311 above exterior finish elevqtian. UBC2306.8 7. Alldoors from house to pool yarP niust be equipped with alarm per UBC Appendix 421.1 (5), 8. No wall, fencw, pilaster, guardrail may exceed a total height of 6'-011 as measured fr~m natural grade within sideyar'd r,etbacks. 9. Pools, spas, walls, fenc~s, patio covers and all other freestqnding structures require Seperate reviews and permits. • ~ Conhl,,,,ered Trem, cl:x:we, 2'·6"me><. Driveway I~ i'-. ll I ' ' • I Pa of drivew~ to J!! removed / ... _ II I.I " ... I= ' ' ' ' I= I . I I Driveway Note: See Precise Grading Plqn for all wall heights and hardscape elevations Site Plan Notes l. No wall, fence, or hedge shall be erected, maintained ar planted in tbe rear setback. 2. No wall, fence, or hedge shell be erected, maintained ar planted within front yard setback higher than 3'·0" above finish surfacEt. 3. No wall, fence, or hedge shall be erected, maintained or planted between front residence setback line and rear approved ~ui!ding line higher than 5'·6" above finish surface of ground. 4. No portion of the roof shall exceed 24'-Q" pbove existing natural gro_de, Pion Check Notts Continued: 11. 12. Fixture belpw sewer rim elevation mvst be connected to a bqckflow prevent~r. Pump • Sewer ejector iS required for fixtures beloW sewer invert. Sepe rat, application required for complete demolition, pool/ spa ond retainin~ walls lhat are not part o~ b1JJlding. All plumbing lines to be PBC, ABS or C-PBC type plastic piping resitant to corrqsive soils. • Surveyer or engineer shall monument property comers before ,ltarting gradin9, either with permanent rnom,1mt:ints or temporarily With 3 ft. long 1 /2 0 rrletql rod driven into the ground t,;:i near Rush and markE1d with paint. ' ' ' g D i 0 g L ,\ C. J. LIGHT ASSOCIATES Christian R. Light • A r c h i t e c t 1401 Quail Street, Suite 120 Newport ~eoch, CA 92660 (949) 851-8345 Fax(949)851-1116 The Drawings, Spedfico!ioos and other documents prepared by the Architect for this Project ore for the use on the Pi-oject only and moy not b8 used 11) on any other pl'Oiects, (2) for additions lo this Project, or {3) for the completion of this Project by otlien, 1mless otherwise express~ ogreed by Architect in writing. The Drawings, Speci~cotions and other documents prepored by Architect for this project are the exclusive property if the Architect and may not be used, duplicated without the exp re» written permission of Architect. Architect retains oil common law, Statutory, ond other legol rights, including copyright, in and to the Drawings, SpecifiCOtions and other documents prepared by Architect. © 2003 C. J. light '.'°'S=iates (1) u C (1) -0 ·- (I) <1) a:::: ~ C (1) V) I.() N '-0 N 0- • 0 ·-C: c:: 0 I->--, p C: ..:.= 0 0 uu g>. ·-C: ....c ~ u UJ g I'.... cc 0 t: N 0 Q. i z Site Plan Job Number S ca I e Date PC Corrections PC Corrections PC Corrections & Field Revisions SPl 0210 8-28-03 1-28-04 3-25-04 5-5-05 •• f I ' \ \ \ \ I I \ \ \ \ \ \ \ I I I GENERAL BUCK GRADING S;";)ECIFICA T/01\.JS i GENE:'RAL 1 1. ALL WORK SHALL CONFORM TO CHAPTER 15 OF mE NEWPORT BEACH MUNICIPAL CODE (NBMC), THE PROJECTSO/LS REPORT AND SPECIAL REQUIREMENTS OF THE PERMIT. 2. DUST SHALL BE CONTROLLED BY WATERING AND/OR DUST PALLIATIVE. • 3. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE DURING THE CONSTRUCTION PERIOD. ~ 4. l'/ORK HOURS ARE LIMITED FROM 7: 00 AM TO 6: JO PM 1./0NOA Y THROUGH FRIDAY; 8: 00 AM TO 6:00 PM SATURDAYS; AND NO WORK ON SUNDAYS AND HOLUDAYS PER SECTION 10-28 OF THE NOi.iC. fj 5 NOISE, EXCAVA T/ON, DELIVERY AND REMOVAL SHALL BE CONTROLLED PER SECTION 10-28 OF THE NBMC. 1' • t1 ~: ;;!.iiT::;~,~IDs%i;R;~;;:v:iEP!:::ai::a~~ ~~R0:a:~1i~8A~;Ep;:~~\:~;~~ILITIES. [_j 8. APPROVED DRAINAGE PROVISIONS AND PROTECTIVE: MEASURES MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING OPERATION. fj 9. CESSl'OOLS AND SEPTIC TANKS SHALL BE ABANDONED IN COMPLIANCE: l\1TH Tl/£ UNIFOR/.1 PLUMBING 11 ,, CODE AND APP/lOVED BY mE BUILDING OFFICIAL. " ~ ::: :~~;~,!~;; ff fra!f}f~~friff~:!1~:Ri~::!:~;:!~~~~i:;1!!~~!::::£::~ TRAFFIC l 12. FAILURE TO REQUEST INSPECTIONS AND/OR HAVE REMOVABLE EROSION CONTROL DEVICES ON SITE AT THE APPROPRIATE T/MESSHALL RESULT IN FORFEITURE OF THE CONSTRUCT/ON SITE CLEANUP DEPOSIT. 13. ALL PLASf/C DRAINAGE PIPE SHALL CONSIST OF PVC OR ABS PLASTIC AND £/J;HER ASTM 2751, ASTM D1527, A3TM D3034 OR ASTM D1785. 14. NO PAINT, PLASTER, CEMENT, SOIL, MORTAR OR OTHER RESIDUE SHALL BE ALLOWFD TO ENTER STRETS, CURBS, GUTTERS, OR STORM DRAINS. ALL MATERIAL AND WASTE SHALL BE REI.IOVE:D FROM J;HE $/TE. NBMC 17.32.020 EROSION CONTROL 1. TEMPORARY EROSION CONTROL PLANS ARE REQUIRED FR0/.1 OCTOBER 15 TO 1./AY 15. 1 2. EROSION CONTROL DEVICES SHALL BE AVAILABL ON $/TE BETWEEN OCTOBER 15 AND MAY 15. 3. BETY,f:EN OCTOBER 15 AND 1./AY 15 EROSION CONTROL MEASURES SHALL BE IN PLACE AT mE END OF EACH WORKING DAY ltHEN[VER THE FIVE-DAY PROBABILITY OF RAIN EXCEEDS JO PERCENT. DURING YHE REMAINDER OF THE YEAR, THEY SHALL BE IN PLACE AT THE END OF J;HE WOKING DAY, ltHENEVER THE RAINFALL PROBABILITY EXCEEDS 50 PERCENT. 4. LANDSCAPING PLANS SHALL BE SUBMITTED FOR APPROVAL, WORK COMPLETED AND A CERT/FICA TE OF CONFORMANCE RCEIVED BY mE CITY GRADING ENGINEER PRIOR TO CLOSURE OF PERMIT, UNLESS VIAIVE:D BY THE CITY GRADING ENGINNER. 5. TEMPORARY D£$/L TING BASINS, WHEN REQUIRED, SHALL BE INSTALLED AND MAINTAINED FOR mE DURATION OF mE PROJECT. REGUIRED INSPECTIONS 1. A PRE-GRADING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF GRADING WITH mE FOLLOWING PEOPLE PRESENT: OWNER, GRADING CONTRACTOR, DESIGN CIVIL ENGINER, SOIL ENGINER, GEOLOGIST, CITY GRADING ENGINEER OR J;HEJR REPRESENTA T/VES. REQUIRED /ELD INSPECTORS WILL BE OUTLINED AT J;HE MEETING. 2. A PRE-PAVING 1./EmNG SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF SUB-GRADE PREPARATION FOR mE PAVING WITH mE FOLLOWING PEOPLE PRESENT: OWNER, PAVING CONTRACTOR, DESIGN CIVIL ENGINEER, SOILS ENGINEER, CITY GRADING ENGINEER OR J;HEJR REPRESENTATIVES. REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT mE MEETING. R~"QUIRED INSPECTIONS 1. . GRADED SLOPES SHALL BE NO STEEPER J;HAN 2 HORIZONTAL TO 1 VERTICAL. FILL SLOPES SHALL BE COMPACTED TO NOT LESS J;HAN 90 PERCENT RELA TIVf COMPACTION OUT TO J;HE • FINISHED SURFACE. .3. ALL FILLS SHALL BE COMPACTED J;HROUGHOUT TO A MINIMUM OF 90 PERCENT RELATIVE: COMPACTION AS DETERMINED BY AST/.1 TEST METHOD 1557, AND APPROVED BY THE SOILS ENGINEER. COMPACTION TESTS SHALL BE PERFORMED APROX/MATEL Y EVERY TWO FEET IN VERTICAL HEIGHT AND OF SUFFICIENT QUANTITY TO ATTEST TO OVERALL COMPACTION EFFORT APPLIED TOmE FILL AREAS. srcoo:f TRENCH Df1AIN DETJ1!L N.T.S. 4. AREAS TO RECEIVE FILL Sf/ALL BE CLEARED OF ALL V[GET1\ TION AND DEBRIS, SCARIFIED AND APPROVED BY THE SOILS ENGINEER PRIOR TO PLACING OF THE FILL. 5. FILLS SHALL BE KEY[!) CR BENCHED INTO COI.IPETENT MATERIAL. 6. ALL EXISTING FILLS $//ALL BE APPROVED BY mE SOILS ENGINEER OR REI.IOVED BEFORE ANY ADDITIONAL FILLS ARE ADDED. 6. ALL EXISTING FILLS SHALL BE APPROVED BY THE SOILS ENGINEER OR REMOVED BEFORE ANY ADDITIONAL FILLS AR[ ADDED. 7. ANY EXISTING /RR/GA TION LINES AND CISTERNS SHAL BE REMOVED OR CRUSHED IN PLACE AND BACKFILLED AND APPROVED BY TliE SOILS ENGINEER. 8. mE ENGINEERING GEOLOGIST AND $OIL$ ENGINEER SHALL, AFTER CLEARING AND PRIOR TO mE PLACEMENT OF FILL IN CANYONS, INSPECT EACH CANYON FOR AREAS OF ADVERSE STABILITY AND DETERMINE THE PRESENCE OF, OR POSSIBILITY OF FUTURE ACCUMULATION OF, SUBSURFACE WATER OR SPRING FLOl'I. IF NEEDED, DRAINS WILL BE DESIGNED AND CONSTRUCTED PRIOR TO THE PLACEMENT OF FILL IN EACH RESPECTIVE CANYON. 9. me EXACT LOCATION OF mE SUBDRA/N$ SHALL 8£ SURVEYED IN THE FIELD FOR LINE AND GRADE. 10. ALL TRENCH BACl<FILLS SHALL BE COMPACTED TO A /./IN/MUM AT 90 PERCENT RELATIVE COI.IPACTION, AND APPROVEDBY Tl/£ SO/LS ENGINEER. THE BUILDING DEPARTMENT MAY REQUIRE CARING OF CONCRETE FLAT WORK PLACET OVER UNTESTED BACKFILLS TO FACILITATE TESTING. 11. THE STOCKPILING OF EXCESS MATERIAL SHALL BE APPROVFD BY mE GRADING ENGINEER. 12. LANDSCAPING OF ALL SLOPES AND PADS SHALL BE IN ACCORDANCE Vr1TH CHAPTER 15 OF THE NBMC. 13. ALL CUT SLOP[o SI/ALL BE INVESTIGATED DURING AND AFTER GRADING BY AN ENGINEERING GEOLOGIST TO DETERMINE IFANY STABILITY PROBLEM EXISTS. SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS OR POTENTIAL GEOLOGICALHAZARDS, mE ENGINEERING GEOLOGIST SHALL REC0/.11./END AND SUBMIT TREATMENT TO Tl/E CITY GRADING ENGINEER FOR APPROVAL. 14. ltHERER SUPPo,qr OR BUTTRESSING OF CUT AND NATURAL SLOPES /$ DETERMINED TO BE NECESSARY BY THE ENGINEERING GEOLOGIST AND $0/LLS END/NEER, J;HE SOILS ENGINEER ,WLL OBTAIN APPROVAL OF DESIGN, LOCATION AND CALCULATIONS FROM J;HE CITY GRADING ENGINEER PRIOR TO CONSTRUCTION. 15. THE ENGINEERING G:oOLOGJST AND SOILS ENGINEER SHALL INSPECT AND TEST J;HE CONSTRUCTION OF ALL BUTTRESS FILL$ AND ATTESTTO THE STABILITY OF THE SLOPE AND ADJACENT STRUCTURES UOPN COMPLETION. 16, WHEN CUT PADS ARE BROUGHT TO NEAR GRADE THE ENGINEERING GEOLOGIST Sf/ALL DETERI.IINE IF THE BEDROCK IS EXTENSIVE:L Y FRACTURED OR FAULTED AND YJLL READL Y TRANSMIT l'IATER. IF CONSIDERED NECESSARY BY J;HE ENGINEERING GEOLOGIST AND SOILS ENGINEER, A COMPACTED FILL BLANKET il1LL BE PLACED. 17. mE ENGINEERING GEOLOGIST SHALL PERFORM PERIODIC INSPECTIONS DURING GRADING. 18. NOT/FICA TION OF NONCOMPLIANCE: IF, IN THE COURSE OF FULFILLING );HEIR RESPONSIBILITY, mE CIVIL ENGINEER, THE $OIL$ ENGINEER mE NG/NEERING GEOLOGIST OR THE TESTING AGENCY FINDS mA T mE WORK IS NOT BEING DONE IN CONFORMANCE i\1m THE APPROVED GRADING PLANS, mE DISCREPANCIES SHALL BE REPORTED //,/MEDIATELY Iii WRITING TO THE PERSON IN CHARGE OF THE GRADING WORK AND TO THE CITY GRADING ENGINEER. RECOMI.IENDA T/ON FOR CORRECTIVE: MEASURES, IF NECESSARY, SHALL BE SUBMITTED TO J;HE CITY GRADING ENGINEER FOR APPROVAL. DOCUMENTATION 1. AN AS-BUILT GRADING PLAN SHALL BE PREPARED BY THE CIVIL ENGINEER INCLUDING ORIGINAL GROUND SURFACE ELEVATIONS, AS-GRADED GROUND SURFACE ELEVATIONS, LOT DRAINAGE PATTERNS AND LOCATIONS OF ALL SURFACES AND SUB-SURFACES DRAINAGE FACILITIES. HE SHALL PROVIDE WRITTEN APPROVAL mAT mE WORK VIAS DONE IN ACCORDANCE Wlm THE FINAL APPROVED GRADING PLAN AND STATE THE NUMBER OF YARDS OF CUT AND/OR FILL MOVED DURING m OPERA T/ON .. 2. A SOIL$ GRADING REPORT PREPARED BY mE SOILS ENGINEER, INCLUDING LOCATION$ AND ELEVATION OF FIELD DENSITY TESTS. SUI.IMAR/[$ OF FIELD AND LABORATORY RESULTS AND omER SUBSTANTIATED DATA AND COMMENTS ON ANY CHANGES MADE DURING GRADING AND J;HEJ EFFECT ON J;HE RECOMMENDA T/ONS 1./ADE IN THE SOILS ENGINEERING INVE:STIGATION REPORT. HE SHALL PROVIDE WRITTEN APPROVAL AS TO THE ADEQUACY OF mE $/TE FOR mE INTENDED USE AND COMPLETION OF THE WORK IN ACCORDANCE WIJ;H THE WORK IN ACCORDANCE WITH J;HE JOB SPECIFICATIONS. 3. A GEOLOGIC GRADING REPORT PREPARED BY J;HE ENGINEERING GEOLOGIST, INCLUDING A FINAL DESCRIPTION OF mE GEOLOGY OF mE SITE, INCLUDING ANY NEVI INFORMATION DISCLOSED DURING THE GRADING AND mE EFFECT OF SAi.iE ON RECOMI.IENDA TIONS JNCORPORA TED IN mE APPROVED GRADING PLAN. HE SHALL PROVIDE WRITTEN APPROVAL AS TO ADEQUACY OF mE SITE FOR mE INTENDED USE AS AFFECTED BY GEOLOGIC FACTORS. 135.00 /NV. 6"PVC~ 135.08 /NV. 4 PVC !(EV 1\10 Tf::"8: PROTECT /TEI.I IN PLACE, AS NOTED. 0 z N I I I I I I I I I , ___ .L _______ _J ,--_J I I I I I I I ·, I , I I I i I ~ 0 0 GJ (IF IS DAMAGED DURING CONSTRUCTION, MA:<F. REPAIR TO MATCH EXISTING CONDITION.) /TEI.I TO BE CONSTRUCTED PER DETAIL HEREON. ITEM TO BE RELOCATED BY OTHERS AS NOTED. /JEM TO BE REMOVED DURING CONSTRUCTION AND RECONSTRUCTED TO MATCH EXISTING CONDITION. DflJVJOLJt'/.OA! f',101'ES: 0 0 REMOVE PORTION OF EXISTING CURB & GU fiER AS S/101'/N HEREON PLAN. REMOVE ALL E:XISTING DRIVEl'IA Y. CONSTRUCT PO,~TJON OF REMOVED CURB & GUTTER IN SAME KIND TO MATCH EXISTING CURB & GUTTER. CONSTRUCT DRIVEIVA Y APPROACH TYPE If/, PER CITY OF NEY,PORT BEACH STD-164-L, AS SHOWN ON PLAN. CONSTRUCT 6" THICK PCC NEVI DRIVE:IVAY AS SHOIIN ON PLAN. CONSTRUCT l'IALL "V" DRAIU DITCH PER DETAIL HEREON. CONNECT PROPOSED 6" PVC STORM DRAIN PIPE TO EXIST. 21" RCP $TORI.I DRAIN PIPE PER CITY OF NEY/PO/IT BEACH ST0-312-L, CASE-1. INSTALL SND BAG BARRIER PER DETAIL HEREON. STORfi.!l DRJ\ii\J CONt3Tl1UCTION NOTES: ® ® ® @ 0 @ ® @ @ INSTALL 4" PVC (SOR 35) DRAIN PIPE WJJ;H REQUIRED FITTINGS. INSTALL 6" PVC (SOR 35) DRAIN PIPE YJTH REQUIRED FITTINGS. INSTALL 8" PVC (SOR 35) DRAIN PIPE VI/TH REQUIRED FITTING$. INSTALL DEC/( DRAIN, NOS BRASS DECK DRAIN 5" SQ. (NO. 9138) INSTALL 4" PVC ATRIUM DRAIN INLET PER DETAIL HEREON. CONSTRUCT RIPRAP, ROCK SIZE 25 LB.(MIN.) NON-GROUT. INSTALL 4" PVC (SOR 35) SUB-DRAIN PIPE IWTH REQUIRED FITTINGS. CONNECT 4" PVC (SOR 35) TO PERFORATED 4"PVC SUB-DRAIN PIPE INTER/OIi 0.5' (6") 65.13 L.F. 8.00% /C,,2. ,5 T6- IS"5". 2.r,. r.,,N. ~ . (6"PVC) 3. 79 L.F. 30 38.52% 9.55 L.F. 30 @ 48.80% 1769); 34 157.28 INV(6"PVC) (SECONDARY OVER--FLOW DRAIN LINE 156.39 INV(4"PVC) 156.31 INV(6"PVC) 160 7 /NV. 4•p~ ) 160.19 /NV. 6 PVC) 1 158.33 /NV. 4"PVC 158.25 /NV. 6 PVC 2.50 L.F. @ 183.60 166.66 TG 162.92 /NV .69 TG "PVC) EXTER/0,? A/3BRl:V/A T/ONS rs TC FL CF CB EG BFPA AC RCV CATV iw. CV G s so w TS PB E TEl. GB HP LP AP FF RD OS PVC BCR £CR FINISH SURF ACE TOP OF CURB FLO/IUNE CURB FACE CATCH BASIN EXISTING GROUND BACKFLOW PREVf/lTOR ASP!IALT PAVEMENT HANDHOLE/CLEA/IOUT CABLE TV WA/ER VALVE GAS VALV[ GAS SEV.fR STOHi,/ DRAIN WATER TRAFFiC SiGNAL SENSOR PULLBOX HECTR/C TELEPHONE GRADE BREAK HiG/i POi/lT LOft POINT ANGLE POINT FINIS/I FLOOR ROOF DRAIN DOIWSPOUT POLY VINYL C//LORIDE BEGIN CURVE REnJRN fND CUI/VE REnJRN ABBREV/A TIONS I.INS TYP!:S (CONTINUED) II. //ORTH S. SOUT/1 PROPERTY LINE CUT/FILL LI/IE £ E,1$T W. flfST Nt Y 1/0RTHERL Y FRO.II PL. LIMITS OF GRADING FLOW LINE -PLAN St Y SOUTHERLY FROM PL. E'L Y £ASTE/IL Y FRO.If PL. ---100 ----EXIST. COi/TOUR W'L Y lrfSTERL Y FRO/./ PL. FH FIRE HYDRA/IT RIW RECLAWED WATER V11L Vf _ _ _ c _ _ _ _ _ EXIST. CABLE 80V BLOW OFF VAL Vf TRAF. TRAFFIC ·- ·--f ·-- - - -EXIST. HECT. PL. PROPERTY LIii[ /CV /RR/GA TIO/I CO/IT.ROL f:1L VE - - -B"S(VCP) - - -EXIST. 8" SEVIER LI/IE CL CEIITERLl/i[ DI DROP INLEf LS LANDSCAPING CONC CONCRETE PAVEU[NT 0/11 OVERHEAD COR. CORNER Ulii.. /NV. EW [JV/ V.I.F. P.O.C. DOC LLIW 70 S/11 C&G UiiLiTY INVERT ELEVA T/0.V EDGE VIAI.K 811CK OF WALK VFR/FY Iii FIELD POINT OF CONNECTION DOUBLE DETECTOR C/!/.'C!( LEE LAKE IVA 1£11 0/Sf/o'CT TOP or DIKE S/DflV,1lK CURB AND GUTTER - - -S"W(ACP)-- -EXIST. 8" WATER LINE =c=-14)[llfl.~=·.: EXIST. 24" STORM DRAIN (PIPE PIPE DIAMETER MATERIAL --100--PROP. CONTOUR HARDSCAPE LINES -6"W(PVC) -PROPOSED WATER LINE ·-6"S(VCP)-PROPOSED SE~ER LINE ---M'sif(Ri;f'E:: PROPOSED STORA/ DIIAIN EXTERIOR SI.OPE@ 1.0% 4" LL AROUND (TYP) TOP OF GRATE 4" DIA. A TR/UM CONCRETE SLAB FINISH GRADE u DRA;~INLET ~ .J ELEV. (PER PLAN) ,f.1L!·llill~II ~N. //Ai' ~ i1,m1 i 111 i1 i 111 iU111 f11= •. -'·l'lu~11., " ~ -.dtl---~1m11111' l=lll=lll=l11=111=11 ,' .• ,, I ''1· •.: :'· ~m~11i'11 ~11 }n111i' =111 1w-111:=i11°~1wl'•: ·;;;.'·;11111\!i mnJlk"~·: II Ill Ill -111~ '-",~"'=111w~11r'!rn-t . :m-1m111rn~1,;· ,. r P vc sToRM 0RA111 PIPE'' 11. '" I : u11 ;11111il!J,=;'1' • AND REQUIRED FITTINGS. • ., __ " ' ' :•· i If ' . ..... ±•-.. 6" J;H/CK PCC COLLAR 1 BAG HIGH -UNLESS NOTED OTl!ERl',1$E J\'OVE:N FABRIC SANDBAG FILLED ijlTH COARSE SAND, 1.1/N. W[/GHT 4D LBS. 12" --j t- 1~111. .. 11 1~111. .111. .. 111 ... 111. . : I I I~ FRONT VIEW PVC STORM DRAIN PIPE (PER PLAN) 4" ATFllU;'VJ DRA!rJ Jf\!LE·r DETAIL N. T.S. NOT[$: 1. SANDBAG I.IA TERIAL TO BE GEOTEXTILE FABRIC. 2. REMOVE SEDIMENT ltHEN DEPm EXCEEDS 1/2 OF SANDBAG HEIGHT, 8ANDBA G BARRIER DETAIL N. T.S. EAf.117111/0F?!{ GllJAf\JTJTJES VOLUME CUT ___ /,325 CU. YDS. • VOLUME FILL 277 CU, YDS. • VOLUME EXPORT. 1,047 CU. YDS. • *NOTE: QUANTITIES SHOI\N HEREON ARE ESTIMATED FOR BONDING AND PLAN Cl/ECK FEE PURPOSES ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERI.IINING TlfE ACCURACY OF mE EST/MA TE FOR BIDDING PURPOSES. I I I I II 111 ! 11 ! 1111 I 11111111 IIHIJOtiilll -o--o- □ Vd; 01W □PB □ TPB □ TEL[ □ICV ¢: ◊ ~ c.!:1:t "" \ \ \ \ \ \ \ \ \ \ \ \ \ EJYMBOLB f ' t [ r t ' I, REI.IOV1IL OF EA/ST. DR!fl'WAY f REMOVAL OF EXIST. C&C AND REPLACEU[IIT IN SA/./£ KIND 1/EWDRIVEWAY NEIi DRIVE APPROACH mEIIC/1 DRAW BLOCK Vl,lll ffROUCIIT IRON FE/ICE WATER METER WATER VALVE PULL BOX TR,~rnc PULL BOX TELEPHO//E BOX IRRIGATION CONTROL V'1LVf STREET LIGIIT POlt[R POLE FIRE HWRAIIT SIGN PALM IRE[ ! t r ; ('5' SHRUB 96,__--APPROX ..,______IRE£ TRUNK SIZE sn:rR MAIIHOL[ STON/.f DRAIN MANHOLE 1 A/AN//OLE (TYPE UNKNOllll) f ELECTRICAL A/Alli/OLE ! C. J. L I G H T ASSOCIATES Christion R. Light Architect 1401 Qunil Street, Suite 120 Newport Bench, CA 92660 (949) 851-8345 Fnx (949) 851-1116 These Iro.t'.r.g.s , Spt?clfbtlons o.00 other ~1:0ts prepared by the kc:hllect fa-tHs Project llre ~trwnt of the Architect's service ord llrl:' the exdus!ve property of the f.rchltl.'Ct , Tiler use or pr,i)!k:o.t!on sho.11 be restrtted fer use solely 11th respect to ttis Project, w. the Prchltect she.II be deer.ed the o.uthor of these OOCU"il.'llts 4/id sho.ll reto.h o.ll corvm \ov, sbtutory o.rd other reserved r~ts, h:11.dng the copyri!rll The Archlter.' rro.mgs, ~flcotklns or ofher O'Xll'irols s~ll.ll not l used In rhd.£' or In po.rt by t~ Dmer or others on other projt>cts, for o.ddtbns to this Project or f: conp(etlon of this Proftct by others , except f. o.g-eer.ent n vri~ nnd with o.pproprk\te cor,pensatbn to the Archlte-cl ~~;~Yc~;:~~tPOINT I __ ,. -·--·--"'- • ' CROSS DRA/1/AGE DIRECTION , D.?AIN INLET f J o b N u ~ b e r S c n I e 930 EXISnNG SLOPE t t D n t e JIJL Y, 03 -2C{XJ OSED SLOPE f REVIEWE BYCONSULTANT FOR C E COMPLIANCE r,,:, ,~ Q (E. Tl!ESE Pt.Ans ANO t.G OOCUMENTATICN HAVE -"" 0 Z 6;'.EN R!:VJEWED AN FOUND TO SHOW COMPLIANCE ffi O No, 38483 :0 rn WITHTHECAllfORNIA ILIJt?-!GCCDEASADOPTEOSYTrllS a: Exp. 3-31-05 gJ JUFilSDICTION. !S5UA , E OF A 6Lm.o;:iG PERMIT CASrn UPON THESE PIM$~ RECOMMENCED SUBJECT TO .APPROVAL av OTHE ICASLE AGENC!ES ANO ANY C/V\\.. CONO!TIOOSNOTE.D ENCLOSED I.ETTER. 0;: C Al\'r THE STAM'ING CF s Pl.AH SPEC:FICATIONS SHAU. A__f ~ ,-, NOT BE HELO TO OR BE Afl APPROVAL OF 'T-i, ~ ,....._,, niE VlOI.ATION OF PROVISIONS OF ANY LOCAl r-:--:-:--::::::c::::-------""''"1!'"A w. APR O 8 200\ NOTE: NO OFFS/TE DRAINAGE ENTER C. V .rL {3--dt;.-,,. -v6-E/?.. o•C.S e,.,;?_..1c~/2. , J-15-04 • 12-05-03 . 10-06-03 i '