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HomeMy WebLinkAbout12 Vista Lane - Plansn I n all General Notes Qo s Pere kwkgs oak Ken comets Irt and wits' -in No lovely of WN Tenwa The Conesse wall e- ad kamm a all pntim4 ,dry'mnenb of Nis p ai as we Wh n honclactay delta IN Pr*d for Oak low awe speed ie nebMed m mL IOW rN M Io cry caANns of apmol altadind Io Ue Pots by gosmat otRmw INw mneilime ,flat Is, used by IN rues, dtm Nan the Mew P toe on, ch, Projecf a Wheden to 00 M*1 berme a poi of the feared Doamanbs. "c'8 ° U era"by vI-, n w%,, nth IN Mental. New Residence: cU Y`r Site EmdaDon Be "fact .peas, nswns We -I I. cgrgN ore ON, roped, right, miis, k I- knowing, and IN, .tint INz Nany, ore a1 to to mmil,ed, shred IF dAemis, oedfed in any manner ralaaewr earl by Its kah1M. Thee Drorioy and their am at mar IN coat mlm wan tamugNy M n . the are antl add, Nmall ea to the ardilam andw Oth IN Woh b h be wane". iN Cisu kr ,NO vet of IN rite .11 mowremmb one o nsill y aff!M Ns week and ,hd N rapwniew fw some mxu bmghl he IN nites'en rl de Dam 1Vista Lane a €t $ - ml m esgned to a Nim 14 nlaJ eeRnn comer d the MKIw,[. In the ,,ant d a' In agent Nb Ia receedrg nth IN Mork. umdama elm ofthen Donngs by o Wed Win the two ponll No tao Nnnxe go kdanmiy IN NENI.I. limas s, C°MN ¢s II b do rmante y d he Calemla is shock Will Iffy all awel &mreea. Wee ad IMe timings ore on imownew of mmnca pdwmda/ de k Nied fa IN *Of d the Its, ahganMb inhaled; "opw fit and ollsee mnl °I al pod, a amdad. Shan thaw N any Drrer, They we inlydR for as in c wgvNld <aMrml'a. amirRl oak, ,MNae, may rate all,rcae ,tenet the D ram, and drc mWd amtn;on,, pee [mYaia men rally the Dwner . last a al all m"wks. m ude,Na, ar ..-or., Bodes, mmmdks and Noted, aemmsY Yaca I° N plushy dandmd la mY bade mq ml N IJy ddaN1 w re ke agent ;n Whig Is, ddaotan ad/m djustmenl In IN ens d let le do m, if. 2 Vista Lane 9irn apedfed. "Ns wmsory, tie Canlmad, able Wends umpbA rate, Prdud ReaWee a Cmdothr sal N reryon# Iw ao+mli°m eequod a sumemuml days, amurtIg e ° resWl of INm dllnrnaa 1 �i,dlam,INeDxmwlNOneaymin emaonAcem, Nppmd edimod, ilmm ml ley Weal IN sal Nero m rao0, amoral are m We to SRaoniemsm 1.aM n al nano data , la algmml d otne Burlingame, California .. m sell dler Ctm nedi . IN Wm ells Cvlbador sal •bat to , in aptly, ke _ bfn .Nd, mW s god let t ay ml N ielWxl of lone tom d SA- by tar bolt and 0;0 .( wy r .1 old muab for b thw pba m pelf lira b/ nwaq. d efap gpnr plan ins you h G, , - tuft rMe IAt elder h iAd'A their rah team legs, ilfl,d've a oLns. r-ens m ,eyroP� �a. Shop mmnngw WI INe ,upmilkd la the MnAiledl la reser a° n , so pwas t a 'vAo rmhcl rRh rWa d then Irydes. Its Catheter and mN 9tl-cwlmnor snW d, .1 in., n WI = rot cmelii v, .lxq' unkm s a y"t Io IN. "*No d No Mcnilal .1 apcellic arin Doskao a ad rR N na mabe for inbmdl°n min" d any bmlbn .b. IN A P N : 027-093-320 care ore berg "Ng D°vtNn, rh'wn mt" to their oak Doldellda ani Gan hikers to as m .1be hoseeed I gvarasee ke ossify If dmdruces, a i00 a idmna W them Deani The and cmehd n Woolw, apmww. p3p3p3 Cs,houf .1 oeumo WO nerwa city la old construction Midew. Id dmaeiam and o dnee salt N dwabd ad wdwd, Dots n fe DRumeb and on IN jrb, by was Su -Imle, helm. Nry rmcmd .iU tbdr eat. Mr ens,, o a e°sw afl:epowles or m IN Dena and Cmbyla shop Wd aemine, nmm�y, nd MIA Its Ardfle:l Dom aW Ran ceekndk, snot be _01 to He dWdian d the U-1 Coarman Pa, to peconfiq .iN IN - nOyld by the Wliol Omer, a any wNecoul par, Is aomlraten INK'se ., m Okoolies, WA IN Contractor ,nod noty the Dew in d[k, to, mdi m wo'.4ars, momtenaee o, aq -1 -ifen w" is Ned Its ..1 d No Ncxrtmi. ,all YS'sale o IvwMdge mtl deework, d M Canmer, wk, by mW S 0xv in Ide Condry R ow dobvmenl NI GI,, ao r ek too k anadios dewiwd n the Dmwmita a edAy a its nc�A cold allot then work, ml are rill W I I. Is tneatl s N eat el ore C. 1 no u Canlmrbr ad aN shot min all cones .. I riot nakelmdm racemes adr h biddllq lmnon are rewonsbla Iw IN nlrrmpdm pntanrg in Wr AN dmineiMa lea mmennt oar max. Wnere d'umeniae ore race mineR des, an, Cadrela sal y sou, rat nor maNr rNn it may mar n derz Documenb mlilY IN MsiIW and ryuM dunk lion. l n NWen ofINm Dmummb topw'h la IN andrmttm Ifa "'N' "I enabwrt d inleior rpm¢ a the Dew, Cmbmhr a or, S6-tosmahn becaa Na. of aft 01NwNC7 SHALL X01 It SfAFD, mmby or I&.. elfin .flown in the task, a aaM a ld m-sky .hid doe al 'n IN, omdm, md,ty We intent. it is Use rapm,bly, to Wink the knee d WNn a mmmobY Madura Protection Cudg Camvouka, muunl IF Iew u MM NN arnMer, a -o - N new, and, i1 memory Saud ant apedd slmlens w dlmdk candiNm mar Miaq cwdruaCa the Done. CpA ed. zahlikem as, be mode to Ito li-m ob or to IN sat nlhaJ impeding IN planes of rot Sub -a `n, mall ono mdae oak m 's.al ask' meawm nquwd 1° wa. W podlelion the Work of md..a rot We ebnw. , iN Cased° sWll take all masonry mecum to Paled row or I,'y mmaman W Al ido slim pedal ny I. IN mile antl to are, NM man, Be OwIw'. mpaubla, ]his moles, Imm de me fin in .ectAer a so o1Nr alms, rondaw. Sdeematon ,ban iIthde NO nmtpfmn, deed labYthm, anan , dN way. t°pagmphie - I Y. latslion of natirg Immmenmb. sob NPXL sal an ratted daft. 11 DaPadmenl Nolen MY Ndden cad0onm Ihd ,quire Ilk No N pedaled beyond the zap. of IN ekdng piiau Cake Case- awe la how, perm may requie turner City rppade edu6ng nVew W ism Feel AN work and romper riN rppiaa, ale and thaw stmdoles iMudy out 14 timad to the Onnnosen blest anrtd dWd si the owing Pawn lal due N keel la leap y Wmpaa mat tare of flat ors Inch, Not mmph, NO WDoma B l013 Coda, 7DI! Cahlaeio Code Bo7dy Ccee (when ape Me), eye muremenls. em' acd Ymranml Cade, 2013 in Ida Es, IS Con, 20IJ Wilma PMnny Ck, 'vXldrg d a ane,Newnb a eloped n Urtlunna 1989, and ZOIJ Wdlarne lm,gy Elikkwy S1odo,n (IRe Gobng PnnIt, it mead, n1 N alonad Imm IN Deporlmml of Pub, Wwlc RECEIVED 24), cuing Cod Rapt r akinvab Rm"me Him rout I - Mt, d kM Is, it. hi nW 9Nr Its mry pr0on of Its btlg. iNn Is, It. Cmwince d bud,q pad, lroetoe sal notek, mydng and ..is rated. lam. od'I eel N apNared Pow b MAY y{ 1 8 2017 NI m "". doh and brtl ens era.- "Nesim, os -O d by the CRY ofdt,hngane al lime of permit o, iuf . - h is Sa Coo mews ren,emYt, to dueler and t° Tads, Nnwdl with aunts ado ad lh, me iMudcg scot remake on motional c, r ionol ado INva we, a1 adphd mtl, CITY OF Qu r�LINGAME lZ1 swilnpase aW aNpcOy. ",-IN deal n Nee 0mm pats Own a cmRkl Oa p mmMind the C°nbmtw shot m waive the kl;y Wact n m.!felt a rmsoabe lime INN InCDD-PLANK I JG DIV. I IN am0id, R b else eon a reaVwd .,Ned inpodiy ere pmgrcs, of tM Wok. Abbreviations Green Building Measures Sheet Index Construction Hours Project Directory (E) EXtating FA. Fire Aaron P.H. Pont.Hardware Wald Flfm y ad Cmo°wh°n &.No' Faalum (any, copse and uNli rat campy with 0a Malay Ara aNrJ person rep (;race ,ng awe n groping). demolish. alter. Na n ,hall a t I d' avdtion and d der (N) New D. Floor Drain P-LAM. Plastk Laminate I. The eaa:Ne Ile 5 Goals UteN 128 s q� 201! CfF /.31t11.1 A9.0 Diredo Vicinity Map, AbMevioti°m or n buiain or at,uct.,I other than between the foltawin hours ropolm o y 9 9 ( F.E. Flee Edingnisher R) Remove F.E.C. Fire EklingWsher Cab P'T'D. Pope, Tenet Cup. wane of an ads, e1 tat pl/flaw. n,. 2'The Week, Mr Www d enef,nd' net ceded 05.:gal/IMh. 20I3 CCC 1-AI7.1.2 l Notes. Genera tholes, trades exttpt in the Mae at urgent necessity in the Interest of public health antl m/sly, and then only with prior wr8ten approval Iran the Bulking NMy2harlp A.B. Anchor Bolt F.H.Fire Hydrant PL Plate PVS. Plaster A A Site Plan, Project Data jet Official, which I shalt be granted far d not to exceed three approve ° pttia 8 Vat° Lane P.M.C. Fire Horse Ccb:net A.C. Asphalt Concrete PLWI. Plywood De tilt , la lamele rot ,tcwemmn will have d engird wladd,m Ned an tAe p'om 1.5 GPV for Iaeeb AI2 Mmerial SomPle, at lore. Halkaye are the pleat day of Jvrwary, the lnlyd Montlay, of January, BurlingamN, CaGloraio 94010 API. Adjustable F.N. Fir..Mil pryR Pat, and 2.0 Ghe is saws 2013 CGC 43011.3 ad 4M.1A y a ry, y a y y of the third Mando f Februa the last Monday f Ma tram fsuM do Vase: (510)709-5826 ALUM. Numinum FIN. Finish ton PTO! Pressure Treated Enametl RdR. Vdnesso. AZI Lower Fluor Plan My, the finh Monday ore September, Ne exert Monday of October, the FIN. PNCH. Anchor Doug'(, I Fir gas Dual We knubr d e; dmbia ode. emdah M spaces am pipe, A2.2 U Floor Plan peer elakenth dos f Novambaq the fourth Thursdo Novcmbtt and the y yin I.- F.O.C. Face 01 Cone APPROX. Ppproximately R.D. Roof Drvin a o,m vpntips in eek/bollom la d ah!ia mN rtl N eodmt- kd ced, wRh police pro W g an. A23 JVea Cc Upper ran, ay twenty-fifth ley of December. I1 the first day of Januvry, the fourth day fve1111eC1 ARC N. Architectural F.O.F. Face OF Finish R.O. Rough Open nin apw,iys r0h cement maep wean momnry, a metal mcephde h MaNq agw,ey. 20O CGC 4106.I kev Cnialclions: Lower Floor f July, the elarentn toy a/ November, or the twenty-lillh day b( ASPH. Asphalt F.O.S. Face Of Stud R.W.L. Rain Water Leoder December falls upon a Sunday, the following Monday is a holiday. 11�,K ft a Arellbahsw fee. FRMG. Framing FTG. Footing REF. Refer T.: Ruddy Nd Nmea and Oper°ti°c M operation ad mdnlwcme moral 0 be Mridel to the A$1 Roar PI•- Construction hours Par the City of Burlingame Municipal Code 17.07-110 "1 Rklward M:T°Idrm. AZUtxeat B.U. Built -Up FUT. Future REINF. Reinforced basdin 20I3 CM 4.410.1 9 a °' -2 Elevations: Weal �� 1103 Juanita Avenue Q! BD. BaOM BBituminous G.B. Grab Bar Q guir RED Re mtl RESIL. Resilient Fuemmes: AW gas fap ,ce rdl N duel -rent smldKanbNlab41)Pe. 2013 CGC 450J.1 M2 Elevotons: South M3 El Iniwns: East Monday through Friday: 7AM to 7PM Saturdays: SAM is 6PM Burling,-,Cali/amla 94010 BLDG.LDG. BuilCinq r,.l. C.-nni-a trnn RM. Room Elevchers: North Sundays and Hoddoys: I0M to 6PM Vatce: (650) 696-1200 BLK. Black CA. Gauge RIND. Rm-d Pdblmt Cs,irol MA Etevotioms West- Declining Height Envelope Fak: 650 343-9689 ( ) J BLKG. Blocking GALY. Galvvnizatl M the Imm d mgh i holkin , during e"IM an the cmdmoda see and mR fad dw1uP of Elevations: East- Ulldinin Hei ht Envelo 9 9 x D BM. Beal GL. Gross S.B. Setif Blocking IN tmGy, tmtag ad mnlhalion mu'pmem. on aunt ad olAer reelel or tidrhl0an ampaMs A45 Els-i ..: North- Declining Height Emdope SOT. Bottom GR, Grace S.C. ScIT Core aN be aakwd with tap, mantic, sheet melds sir Of must oaceplede to fe eWaabg g y S.C.D. Seat Cover Dulp. torsEuor the -1 of sale, dad, a deb. heel mW nta IN ssem. 2013 CGC 4.W4.1 Aq.q Buildinq Sections N C. Conduit C. BD. Chalk Board H.B. Hose Bib S.D. Soap DispenseY S.N.D. Sgnitary NaDUn gs r my Ah Wic gaits CGC 4.504.21 Pools oak mob ii am per Aa2 Site Section a o V P C.6. Catch Basin H-C. Hollow Core Di Spenser \/ q 0.1. Cast Iran H.M. Hollow Metal Ganstruction HR, Hour S.O.V. Shut Off Vgtye &S. Sawn, System kerns plea ass a"iys ll peel tie Pmdurt-aketed MR OWN, fa ROC °d We requmnm,. 201] CDC 4.]G.2] lalwd,mles L1.1 Landscape Planting PI.n � E C4 ° L 0 O O,J. Jvin! C;O.T.G. Clean. Out To Cade - HT. Height SCH. Schedule L12 Landscape Irrigation Plan ; S E ZZ , CAB. Cvbiret CEM Cement I.O. Insitle Diameter SEC. Section SHT Sheet 13ucaanldkn provided Opel rail amptaes nth WC M'an wated 11 2013 CGC 4.S1 r S Z r as Q CLG. Ceiling I.D.F. Interned. Dist. Frame SHTHG. Sheathing Cwpd Wsi '.totaled in the bddy ink! 9 mat the na,g and prdud ryu'remeMs laud NbarYl Rspal DLO. Closet LE. Invert Elevation SPEC. S f t pxi icv ion in IN 201! Wifanie Gran Fki4 Can, 2013 MC 4.604.3 y ARIA Ma Tree Arb.6.1 Report ynea.� - -- - - - - Legend Vicinity Map CLR. Clear INT. Iht or SPA. Splhah INS. Inlergr STA. Station Wbtle msmtibor kxd, d Ind BOS aI IN lira °ono a<;Cvg minnl a row Ixa's9 r01 AR2A Kielty kborist Report COL C"p INV. Invert COMP. Composition STD. Stvntlard Nf ampy NM the CadfwNa Dan 9uttiy Code roP'mmmN. 201! CC 1.5044 /^, I,OCOflOit CONC. Concrete J.H. Joist Hooge, STRUC. Structural CONST. Construction JAN. Janitor SUSP. Suspended Ibdraad pfyad, oWdaamd oak radium aNy 06aans compare wend Thexte anal an t ToPogrophic and Boundary Survey - Mail of and Associates ` q Grid Number 12 Wlo loses CO NT. Continuous Ji. Joint the in" rot edeym d the aWr y all <omgy r4h IN In Iaenaldehyde arcsskn sNndods. I io h entl Baundv Serve - ON G En pogrop. is ry Y Engineering ���/// pow Number A CORR. Co"Im, T.B. Tack Board 2013 CGC 424.5 yam CTR. Center LAB. Laboratory IAM. Laminate T.O.C. Tap Of Concrete T.O.P. Top Of Pavemen( elenw 4e,Wrt Condd: M9. leelenh with IN r'dMe epm of .der nmoge wt rat N imkkf. GtserlpoYtls Gweeldll GP-7 Grxnppinh CFacklist Faan rue Neynate Lf i CTSK. Countersink CW Cold Water tAV. Lavatory T.0.5. Top DI Sidewalk Wal any fora IranYg 11 al N mdad when la ham,ng members awed 19% moislwe antral. / Dalail �� LT. Light i.O.W. Tap 01 ..It News amine E N adktl Nip to !rcsh nelaid WIN upped. 2013 WC 4.505.J SHT Stunt Numbs, �yN rap 1013-07-19mRoM R.-9ubndrsal D.F. D,mkin Fountain T.P.D. Toilet Paper Milo. 9 Nden Ox Quality and DIM Section a D.S. Downspout MAX. Maximum M.B. Marker Board U.O.N. Unless Otherwise Frame tom ary ore DIM 2' nph L dad, mtl lal Immmh abide Inn NMing it N SHT Sheet Number 0 O.S.P. Dry So cpipa OBL. M.D.F. Main Dbt. Frame Noted 13 MC praVded n elder athrmm. 201! MC 4.fxh.l 201I.04.97s %wraq AWon sub,mVnd Double DEPT. Deportment MIENS. Membrane MFR. M 'n !°.curer UR. Urinal V.C.T. Mn I Col file Y p Miss M,ah'mi 01 as c a.50ij d a rude-naou vmdlotipn sydan, loos muss N cmdaud W Intenar Elevation SHT SF,eet Number BET. Dillail DIA. Diameter M.H. Manhole V.C.TB, Vinyl Covered hllmiddaL 7013 CDC 4.W6,1 am DIM. Dimension MIN. Minimum MIR. Mirror Vast; card YkST, Yeslibut. Emsdmadd vantan Elevation Indicator mtl p. DISP. 0:...... ON. On- M.O. Masonry Opwn'ng The Np0 d air adk'mi raga y areas, ha rem wind, tesgad, and bare U¢r eµhPmet mkc'ud rig H. l .4 medals. a to D.G. Drawing MTO. Mounted W Waste I. Het tm/Hwl Car rahra in notom with ANSI/40 2 Wnu°I J-20G a meal; tmaA: 6 ,siv MTMetal E.F. Eah...t Fan MUL. MelOon. W.B. White Board 2. Oct spiels ore led acmavg Iv AA5/.I 1, Vnud 0-20W a e 0 N (J Full Heigh Wall io pro E.J. Expansion Jotnt W.C. Water Closet 1 Sala! MaOy ad amkg yuipmes in amanwe nth AY9/MG J, Yenwl S-2W/ or Memel S w,Mmnl..13 CGC 1.507 No Data, Vicinity Map, E.P. Etectricol Poirot N North N.I.C. Not W/ Wilh W/0 Without (N) Concrete Wall �m 'n0 EA. Each In C-IM.l ELEC. Electrical NOW Nominal WD. Woad WIcau Spend 1-6ar Oudaab'an: WAC system nsldkm .1I N bawd end calif 1 in the --------- Object to No Demolished o,. General Notes, Index ELEV. Elevation N.T.S. No To Scale W.M. Plater Meter ykcian d RIC sydelm and Ws,ak,t by o reacgWd leoinni/a fi lion prynm po13 E.M, Electrical Meter O.C. On Center WP, Waterproof Cr 101! CGC 102.1 ---- -- Grow u1 abject above �p EN I. Enclosure C-0. Mellon, Drain E0. Wf. Weight Wrifeoycc Up„ W Wf, wdtgptea d Mortice nth IN, ran may M64e oratrmU. -^- - - - Fexe Line AAA Equal O.H. Guarhan9 EQUIP. Eq.?pnan3 GPO. Opening wallmole peel speWictZ bdM, a me or conikkalen, irskklian mono, a "her meMmds knoptalle to the Building ter". Ihal rM doe skehoWd,frm kW th the 2013 code ---- CxleMine d� S° EWC' Electric Water Cooler OPP. Opposite winimak. 2013 CGC'01.7.1 1402 1 1 1 I 1 1 1 Contractor shall be responsible for 20 Vino l.am pmt-U8 of tree is per Arborisl'. Report, during con,tnra5dn. Contmctor .hdm l ..ult w/ ArWri,tjdudng the tdrn-9 of tree mats and provide Tree with 3' wood P.O.D. Average , -0' staining wall Elev: 199.25' L Remove (P protRemected trreee(E) obtained e tree - obtai0 removal permit prior. party ❑ne P.O.D. Estimated mmavol Permit prior. Refer to sheet AR1.0 v: 211 7' Elw: Z 9M' Refer to sheet ARLO Propsdy L e W VPA , Easement '(NPO)Wlf�'t Parvlous \ _� � �4 e-0 .p ❑ Relocate (E) F H. 1 ! e L' New Building Footpdnl — — — J (N) 79 ay1(( i I __ _ I m set to (fl i t �.. (N) D.C.I �(N) Relacoted F.H. per - �W I FF Z01 �50" r m dabon . FF li 41 DAy I B drag me: Ir 'h.(N) Seidl Department Works; Water id1 1 I \ ' Deportment mi � m v PA Abor g _ N) Rat fining Plontei•wall tuaw i w a FIF EL' 1a2IXY PA r] aPA O - Pervto suers New Building Foolpnnl 1 (N) 0.1I (N) D.C. 1 P party Line P.O,D. Enimoted 9 POD A �\ Linz 194' �Na /enu store this property lino g8 Elev; 217.T Elev: 215.00' Der 206.4' To Curb Curb -- Ilo.. 219.00' IE) W'aler onk removetl dudn0 c Mon of 6 Vhla lane 1 8 W.M Lane Site Plan I �t .0. E,limaled '. El Elav; 187BQ PA. (E) 5' Ylrolrght"Nan Fenp �� — — — ——(TRaWnll g Wall la remoaaG — — — - — \ \ Edge of pod Wawa owl F El: 198.00' 'N) SMmmng Pod MA power fety, cavwr �\ with with AS1M f 1 per CIFICSM 311 734E per Rear setback . Poperty line ,L El.: 182' _ I 1 � e z E c rc Y (N) Loan < T.O.Catch W in 1 EI 190.0 1 TO Relainl g call �.2 -EI 198.6' u New FF EL: 198.00' (� Retaining Wall \' 8 e BU Itl'ng setback (conceeou.—EProperty rn18].5' song to 8 Weto Lana;' (N) D.G. I Line ler. 1 Es6m d� Bar. 192.30' El- __.... ....... _._....... .-. ;V ----- "7)alr. pool -e9 p..,d aImd. 5'high. P—ide swot neulafjon In antler to pro Me o or than 5 dW above ambient level, DVaf 0 24 hour period., t Ref N True N 1 /0' = V-v (� Setback Calculations Site Notes Project Data Add— Setback 1. Topogmphic infurmotion used for design and cordainad in these Document, I. day d from incidental measurement. prepared by Architect and Civil Engineer. Contractor .tell verify all gmdea dudng layout and coordinate di, wmie, In canlundion with 9. Duet central m m shall be implemented as eamry. Prodde watering during exc--ion and boekfill to provent dust from crouing property line,. Soil, Engineer shall inspect and approve file following in writing. Establish that sub,urf .. conditions are compatible with tho.a used in the analysis and des igyn. Ooecrm eamplknce with the Lign concept., ,pecificatiore and n^g (Mwpwncy Bailli�. Cade 1 - Mlb— 8 Veto Lone 31'-0' Architect. 10. At Wckfll slaps..W1i be compacted to 9Ox min, re..—ndalions. Lot Cnvnrage mxTem Aee Rnvke s ,law deign changes id the event that •u1nu"ace condition, Fsiaerg La Area. 1a,,.> ar " 2. Drainage "wirer, ro design -build. Drainage ryryaatom 11. A minimum of 18' 01 sub -grade soil in the new building ar differ from those anticipated. Tha recommaMaOan. in this sport anpcmrnL shown as whenmlic only. Cont,tictan shall size ail shall be over-exmwted and —compacted per Geotxhniealea re baud on o limits" number of l:dnga. The WWs end ga. component. pipe, fillings. le. Report. extant of venation across the site m14Y not became <ndenl until Mew Resi,ancePo u4pdd 1.873d anstruction. It vmaems an Men exposed, R will be necessary Cawsd Balcony 760 3. Design —W. and drainage shown am schan.fic only and 12. The minimum front setback mauism<al I, 15'-0' to 1st floor to reualuala the recommendation.. see d RaorO.emwn b—firTanta" aft of .fell ml be taken la rep —art R.1 grading and drainage and 20'-0' to 2nd floor, or the black average, whichever i, seed em veer 3p' eel p pima. gracile, Faundc.n ex owlion, earthwork and site drainage shall be Toml Cown9e 4. Refer Building Floor Plane and Section, for all dimensional 13, At exterior bearing wall. leas than rive feet from the property performed In moordance with the geotechnicarep l o" pmposd by Stile E"'—,. Salle Engineer eholl be n,tF,d at least 48 hour. in LotCows Ibwad gee Aide ar L2u er infonnvtion. line will be on Wilt of e hour fire -anted construction. advance of my eo"hwark aperolioe, and shall observe and tea he lntCwerae. Percentage: eoMwork and fountlatian imloll.lion phew of the project as 32e8 all t0,0sE ref 31. 5. Refer foundation Plan, for f—dollon dimensions and vertical contmh. 14. S.imn, I to be d h , power roof eomplying M(n 0.5IU Fre1346. cow recommended in Ms geotachnkai spod. Floor Area Ratio I--*- Ar4< Pfl".- 6. Existing linish gentle shall W ra tared pan mmpleti.n of 15. AddmpaCe and Numbers ..hall cantrast with Molr Wekghnnn! Lae Glmming and Goa PrMection Plan shall be pervised by on _ New Oange a07 M enat—Um unle.s changes ore ,P.d.d in the Drawings. :hall be a In. f 1 stroke h 2-1 2' hill,. 9 z� Y 9 9 . Th6 pawdr of ism -site arbadet and done in accordance with arborkit report. Newlawd Fbor He+ 1,erJ d 7, Rclude exceu +ubg dabds work zone. floods may sum illumination shall not be canopy witch.b1s. City of Irrigationent of Oak Tree maul be completed before begins row Upper Fbor Prue 1.lst a indutle brakrn controls, Hocks, utgitia end mix. submemetl t., ti Bu,h me Municipal Code 18A8.010. 2010CBC 501..2 ae mentioned in bec in must in place be sport, Trae protection met junk. 16. Soib Engineer. TAD d n before any tlemolRion beings, Contact City Aso"rot when irrigation is demolition occurring and when tree protection is in pima. Tidal New 4,u1 er 8. Roadway, be maintained clear c+nalmcean equipment (hall ll mold an ct all times. Debris shall be moved Imm Ilex Reer And Ae+wwa: roan M and sidewalk it Contractor shall .weep or .32x10,53>w1,100 4,47aM operations wouh roatl auriacea otter operotbna that genarvta debris. 21)"42-13. Planing Rwaubwwrel 20134 4-W r Plvwisp Axem "wheat Site Plan Project Data Set back Calculations AM 1402 Mouef,D Classic a ' AIIAIIa Garager)oer., ... �„..:.. A0 :-.. 1 _: Sleek1*11 licaufifill ,1 4 80M22,2264 0M22, 64 !10_nHWFSTE DOOR. 000.522.22dd „�� .. Proposed Garage: Northwest Door, or equal Proposed Window and balcony system: Western Window Systems, or equal Proposed Siding: Western Cedar, or equal, stained residential i01Q-0]>I0. W�i�q b�'aubllYlld 201544.07, PI...p - S.h.ind Material Sample A 1.2 1402 I I I z M.7 i I I I 1 (N) PA (N) PA uI-10• f1' k 17 (N) odw,oy above 5' x 22' 4' CJon1 rowasr 5'-0• x B'-7• I 0 O M.I I a 11 f� Planters at Orlvewoy level above I Cbsef — Fidrape i 9'-Y x 10'-6• 0. x 16._4. II !. I .. LMe of mof overhaq Hatch indicator area of 100' px. nd po a exempted from Floor Meo Iculatione I I OLower Floor Plan Ref N True N IM, = V-9, -(� 2015-0 43 1.rl l RfBubmaal 2011-0447. 1.1.kVb 5Wi ( Lower Floor Plan A2.1 1402 1 I 1 A4.P Upper Floor Plon Ref N True N t A4.7 ao �a q' �t 6i c s` x C O r O �O iF 9016 A3 & Hsot PrFim i 3016W .Ph..qb 56W" Upper Floor Plan A2.2 1402 T T I I I I I A5 G As Aq B.lco y Moan nd Dotes ..e. of I I / Dyergreateor than 24', Grog. _ Closclo' f oddeh. a t lot eroge yl Bath 3 --�' Ad - - -- A7 _. Most., W.ik IL e room clo L..nd y' Cbe 1 Roon, _ Mosler Both Mo.ter room I ................. . :.........t ! .-4-...�_' Both 2 M.ster 'oom- I I 111 ` I i I Area Calculation: Upper Floor — — , - ---CC) f f Floor Areas L.br Ana Al Stomp Evempl (408 .p A2 Bd- 1/Peder/SW*I, 434 .1 A3 €nlronoe 113 s A4 K'tchen/Onnq/ Emily/011me 1352 >f L—fb.O/1.4d LWIf AJ Bedroom 3/ Balcony 371 .f A6 eC—d hem ny dry/ 526 .f A7 Moster Bedroom 726 .1 AS G-g. 451 of A9 Upper SWfrwell 122 of fBH.rR-SAly 2=def t*dA— 4,1250 AAA—Allwd 4A72ef Ref N True N 1 f T 1 /\II5TJj d I I ❑ ❑ ❑ ❑I a I ❑ ❑ I ❑ ❑ ❑ ❑ fl ❑ ❑ I I A --CA) � � rm I 'T :��- Goeet �\ A4 Hontch'roimte re. /�' I ._ i overtang g tar �j� 0inlng R Family R ortt lhon 24" odded to lot f�i �l.�. - aoremg. I ao.a .4 10D ..f. `emceicm e Flo.r Ar.. .Iculatipne -- % Ref N True N L Area Calculation: Lower Floor 118 m 1'-0 Lot Covera e Ana 0-.f4t " Residence Footprint 1.B99 of 8010my Covered Balcony - pper floor 75 >f R—f Werhonq .revs 9raotar loon 24' 371 of Yard tot --g. 00. a 30' 267.2 of IWd W C� 3.312.20 W CLY. AA—d 42140 201543-13r Pk ft MfOb—ol 30154)4-07r McMp Aabn�l Area Calculations: Upper Floor Lower Floor A2e3 1.402 I I line pl Balcony bebw Una of Porcb root below Column below I I L--J I I T2 g I I l'1 I I I I I I Root droin pod overflow drain, I I I I I lyp. Downspout to b¢ wneeeled in typ the wall I I 00 O0 00 RO �w/ (N) 4-ply Built-vp roofing, grovel cap, o/ rigid Bu18 p rooting ill comply wit 0 0 IIIII nwbtlon throughout the 2015 Caliamia Ene Code —U.. 110.8 OD RD (N) Porapel wall with (N) r) 4-ply G54 coping, pointed ilt-up mofinq. w/ gravel cop, p/ rigitl beub0an lhrpugnoul� 's �a t I a° I I L _J S Colur, ,n below w�(N) 4-ply Built oP roofing. Ineubtbnl throughout gb Ref N True N 1� Roof Plan _ 1 1 1 1 r < au c w 0 O �r+� f "` 0 y 0 N O W J p ILI > P n 3 CN t� O 201"2.12 r pbnip Rwdpbeelwl 2015-04-0 rPk-ft Adb smewewl Roof Plan A3.1 1402 Abx M ^eve ovii. care yyy I While powder rooted } panel shah/awnin I aJO' m Counted in lal it I Covero9e talc flJ Building HNahC 224'-13 From Avq. T.O. curb : 7-B' I n T.0 Ga aaa Pomp -et.. 222-10' ID G a T.O. Pkte: 221'-6' ' Fmm 6amge F. " h F I-I-'� �. m Max HT abov_.vg. ca- �_,g_ 30 -0 White powder coaled panel shalt/ceniiq -hang, 30' an Counted In I.at Cmeroge role + Balcony . a anatchindl- a1uhn;nm f.- i TI I {I. fl1 T.O. ',, Woll: 224'-10' From Avq. T.O. curb : 8=2 Upper Laval T_D. %ate.: 223'-6' a Awrcp. r.o. taro: 216.65' p '' Averag. T.O. cum: zlfi.as' ,�yp -. - - - +12 Lrrr I F.F.: 21!�_ . yt!`� 0� �� U r Level F.F.: 214'-0' �ar l..wl T.O. %ab: 213'-0 - - - - _ _ . +12'-0'-- Gam s�EF.: 2f 2.-6. - _ _ -. ., - - - _, - _ 1 4 - - - - le. +13 I-. Led TA. Plot.; T.0eam. .Bon211 t '-0Tr� iom Baeamsnt IL - White pen i' cooled pone) Back anodized J I .laui 'ng fmme insulated IL _,_ ll overt anq, anted e atin etched gla.. -c__ - in .Counted 5 l I I Let IF --- Cov wkl N Ik 4. II Iwer Level F.F_: 202'-0' Ir - 1-71 O+ U. of .tdr in of Dalwrtura: 199.25' _ - - _ /orgrowM Line / slndow in fl1 5A 15 flt 35 beyond I r ;1 Elevation: West l I I Point of Deposit- 20l _ _ - - Loser Level F.F_: 202'_rV_�_ 0 -0 1 Keynotes M lr.T. ale. Egress Wed.- that meat the roguimments of the 2013 calir.ml. Reeidentwl Code (CRC) Sec 310 including, but not Invited to the following: f Min .peningmaa — 5 T a J. 2. Sill height ad mare than 44 inches above the floor 3. 'in opening height - 24 Inches 4. Nn opening wdth - 20 inch.. 201542-13. PIe ft M.-SAmMaI 2015-11i PIuMp Aalm S.MMeI Elevation: West A4.1 1402 UUht anell/owning hang, 30' x, Counted in Latmo Coverage tale T.p Garpge Parapet: 222-I0eA -'�Lkroge.E.F.: 172'-B' T.O.BaaemenF 211'-Q' From Basement F.F.: +9 -0 _OpEnt F.F. 0 t G Garage Parapet: 222-' � +20 10w Garage Y0. Plate. 221•-B' From Garage FF.: +g'--d' moo' 'F Comrala planter area I While pander —Wd panel shall/awning amihang. 30" max. Coveted in Lot Coverage call,Elevation: South wnde ppwaer coaled wnel ened3awning Egrwa Window - opuadle overhang, A1° raw. ,got anal!/awning 6.1 &i wah ewtian: ckar ape�rffmg B.I Countod in Lot eveManq, 30' max. shall tre 30*47' min., 9dl Coverage cote. lyp. - C—ti d in Lol al 2' max. Coverage CA ........._...._......_..._._T Line of Stcrage Egress Window - opuaEle h sall eecti0n: clwr pa mg tVIFI� dS flt shall Ca 30015]' ran., ill at 24' 5 � 411 White �Dowdal coaled pcahel shell/owning verhan-y, .W° m Coarrted in Lol UOrerege cak / TO. Parapet WDII: UOOar Lcvcl T.O. Plate T.O. Parapet Wall: ---'--"—'—" Upper Level T.O. Plate: — — —F.F. Upppr Level Lower Lsjl TAPla �tpmae_E.F., 212 - i 0.Bosemeni 211 p" � From Basement - -- - - �- ---- ,..._.__ �asement F.F. z02•_0' Level F.F. 1 Elevation: South G K O m �p D! 0 g1 30IS03-13"�q RFSsbninol Elevation: South A4.2 1402 LJ i Wt. powder waled ai 32 Egrex Door -operable G, al Egrex Dwr - oP-bl. al pone) eheM/arcing clam opening ehoA eec6am clear opening shall It overhang, J0" maa, Zti- be 36"v119" min. he 34'v104' min. Counted i Lot Coxragek I Balw�ry roginq to be I Balcony roiling to be temperetl glen tempered glass T.O. Paropat Wall 224'-10" o._S0 surb._B'- • _ U�s r LeaW T.O. Pbla.: 22J'-6' _ _- _. .--i.-_ BuIIQin� Mplyht 22 '-t '. From T.O. eurE : - +21'-g _ _ _ - _ -10 T.O. ComW Porapeb 222-10' . 0 •+nrw. T.0 Curb 218_65' � J1 Upper Leval FF 214-0" - -.. - _..... 412 -C, T.O. Rals�221' 8' - - - Ram Garage F.F.: +9'-0�- _� Awmgs T.O. Curb: 218.65' J, - U levN F.F. 111, 214'4 Lowx Leval T0. %aW 21T-0' _Q Lowr lawl T.O. Plate; 2130-W +I _ _ Ooroga FF 2'o_v �•-9 �� i' - . -_ _ - _ __- _e + - White powder waled panel r •---.�. :... - _„_.. .... TO.BaaemeM 2H-0" . shell/own n9 ._-.__ 1� -..-.------�-- from Boxmmrt F.F.. +9'-0"e owrhang 30' 7-7 maa Counted k . While powder Lot Covero9e i wated panel eheM/a ' g POIrR aF Departure: 206.4' we,h.ng. 30• , ,� - - ---- -- - ov. Counted in LotCaxmge wlc Lower Leval F.F. 202' _. lower level FA 202'�(�'.,,. _. -. .. _ T.O. Parapet Wall: 224'-10' — . Upper lsval T.O. %ale.: 727'-1 _I 9 U R. "1 F.F. 214'-0• +12 -0 \ t.oWar Level T.O. Pidtm 213'-O' 9 Lnwer Level p.F, :._202'-Q" +D -o' Elevation: North at 82 37 at ail 61 Dew - aWAda eelbn: dear oping thrall be 34'v104* min. Paint o! De ;L. : 199.25�„ - - �° 37 Elevation: East 1 /4" =1'-0" ooted pone ng o+whong, led in Lot pal 22220-1_,� TN'-I.-4 Iota: 221'-6' F.F.: +9'-e Curb: 216.65 f.F.: 212'-6"-�_ +10 -6 not 211'-0' 0.: +$I oV F.F.: 202'-0'_,y 0.-p. 2015-02-13. Plaaip AtAeaelrel 2013a4Q7. Phaiq A'vlLen 3iAednel Elevation: East Elevation: North A4.3 1402 Max HT above avj. Curb _ _ — _ _ _ _ _ - _ _ _ _ _ _ Max HT ab avg. Curb 3,_0�— _ _ _ _ _ _ _ _ _ _ _ _ _ 30r0 12.3 W. It. gl q-1 ad:ninq hdgm 1W t Muee, hglched I T5 sg. It, pf t m I.d hd'ginq hriynl erwelope of garoge, shgdetl _�Iding_Heghl. 7255' I I I TO W 11 225-6� 20 Par' ep t W It P25' 6" From Avq. T.O. Wrb : + -10 _ - - _ - F Avg T.D.T 0 ro e� 10 pvq T.0 b 6 10 La. Gare s pet- 223 6' -0Z1• Be-4— —'�_ _ _ _ —upp_ Lev r.0. Pests-s'..� +1'Pe Laval T PI t._: 2a0'-s' aorgye T.O.fggteo 221'-6' - - -' - _ - +21 H 2I -H ,b -0-Fm C. mqa T �- n 1 44vpe�pe 12, Or _ AveroGi T O. FGnh P14 60 Uverog_Lew01 F F ro 2114 80 Lover Law' T.O.. Plole. 213-0 - - - �0 paw_I eve 12 p Q _ - Lo a L 13 L ameFF.: 212'-H' f -- -� - --- - _ _ _ _ _ r r_T_0 _Plata dL Lower evel Ttl PI 1 - - — �� - _ - Point of Departure: 2a6:4' Point of Departure: 20fi.1' T +ta'g6 ------ - - _ N 11-0-$'- a- T o.aaaamanr. 2l t'-o" - -- --------- - ...._ - m Howment F.F.: +.7 0' i .-. - Lower level r.r.: 202'-0' _ _ _ f_ _ _ — _ _ _ _ _ _ _ Lower Law, r.r. zo2'-a' Lower Level r_F.: 2aY-0— �j I I 1L7 sq. It. ar previguv dect ing heght emvlope at house, hotcired _117 I I Bu Id He'ryht. 225.5' Avq. i.0. curb +6' 1-q T . rays Parapet 223-6' PIO 221 6' Fr Gma9 F F +9.7o— 7.0 a ro 21H6. b �Averaq / Vooer Level F F PI l 214 - Lew_I T.O. Plait. 213'-1_ —/ R1+112 60 ' To From J 4 it _ —Lower LevN r.r_: 2H-2r-(�'T_ Or-0 Point of 0e1rture_I99.25' _ _ _ _ _ POM of D.p d.ra: 199.25' II I I Elevation: West - 4-27-15 Action meeting D.H.E. Elevation: East - 4-27-15 Action meeting D.H.E. 1 /6" - 110 11 sq. rt. of de6ninpr._b - g height emabpe at horse, hvlchM 6N IlPp 1 @chnhing N 9grage, Otshgded eMelvpP i ,::a7 ---". .". -- --- - - - - - -- f I I I Elevation: West - Revised Declining Height Envelope 0_ _ _ I I I r 0 revived IT declining heiynt crab hom, hglched— I M Elevation: East - Revised Declining Height Envelope T/81= 1117' J 201i-0P-17.6bviq MriWiMlgl 2053-04V1.Ilwmhq Aeon 5uhm7rel Elevation: West Elevation: East Declining Height Envelope A4.4 1402 T T T T T T zea n a we�aa, dhe9 amebae a L>q. hand garage, M1olched T.O. Parrt WOII: 225_ 6" I I I I I I Fmm Avg. T.O. curb : 8-10 _ _ _ T.O. Gpraga Paracet: Z2.3- eve $_UePm Ll T.0_ Ple_22'-§_ at3 +21�8 _ _ �- Carage TA. PhW 221-6- From Garage F.F'.: +9'-0" UPQer Level f.E _ 2_74'-D' i _ �Lovxr lave. TO MOW 2131-Ov -- - --- - _ _ _ _ — _ _ _ _ _ _. _ _ - _ _ _._- -. _ _-__ _ _ -_ - _ _ _ _ _ o F. _ F +10-6'�- +f t -0 IF -I �-�� - _ _ `-----_-- _ _'�- _ - _ ----------- _ __ _ _� T 0 8 axmant p+ice 0" cram T.QS nl t 8-0 - I �_Lowar Laval F.F. ; 202'-0" __ _ I� _..—. _ _ _ _ _ _ _ _ _ _ _ _ _ _ Lover Level F.F.: 202'-0�_ __—_0'-D +O_Q, I I I I I I Elevation: North - 4-27-15 Action meeting D.H.E. 176 K. ftof reviled (((��� dedininq M1eyhl envelope a � T T '( T I Muae ono gwoge, M1alcnci I I I I i 9 -- - - __—__—__— 1 I I I -------------- I I I I Elevation: North - Revised Declining Height Envelope 1 /8.= IVY 1 /8' = V-M .Q � o u9 U c m G L �"yy b uii� 4 n....7 0 S 2015-02-13, Pk..iq N�.Subninal 2015-01-0] � flanelp Amon SWmMd Elevation: North Declining Height Envelope A4.5 1402 1 1 1 1 I Bu6tlln. Hel9hb 224-10' Uapar ml F.F. %eta: 214'-0' +12'--0 Level T.O. PMtr. 21a -o• T-�--- �� Lp.er Level F.F.: 202'-0- TA. GpTgs Poppet 2T]'-B' +21 _6 QI Garaae T.O. %ate: 221'-r Ga F.F.: 212'-6' -0 +10'46' T.O.fiawment: 211'-0- +9 -0 Bwemenl F.F.: 202'-0' +0 -0 n I 9] J.1 Section 898 L7 IS 9] 11 15 6J Section 71 ]C. �14 9J 14 1J 9j 626 E7 9] 11 gJ 9] 7.1 7.7 7.1 9] 629 7.7 9] 626 ]] 93 93 �14 65 i4 65 1] ig9 JS �11 7.7 __ T.O. Poppet Wall: 22e-7V Upper Lsvel T.O. Pkde.: 22y-6' llpP.er_.l.val F.F._+122--o d. - _lower Level T.O. Plate: 2I3'-0' 14 .11 _u -d- Loser Level F.F. 202'-0' T.O. Ponpat Wall: 225'-6' +23=8� _ Upper Level T.O. %ate.: 223'-6' +21 =6 &1 11 UPaer Unl F.F. 214'-0' - +12-0�� Innr level L0. Pkde: 113-0' 11 +1 11 1I _Lower 4vd F.F. 20Y-0' �, 0 Keynotes DM on Olvbloo l:Genaral b Line of Baeamen FaundaUan0~ 2 Slt. WadsFlniehed Grade d U- of Exietln Grade DMdon m Comxre Concrete Retalnin Wall Concrete Welkw SteConcrete Planter Wal Cana Foundo fo Slab ro/. S ral Dmwin e 3.5 Board F.- An,Itect-, Concrete t9A.1e Meese 5.1 Meta to 5.2 a it..l 1 wd r coated ataal shade fine B O.C. 5.3 Sleet Deck Beam S4 Steel I Beam DWWM 6: Wood. PWIM fist Horizontal Wood Siding- 8 re Ope or cedar 6.2 Wood tri i tee 6.24 2e4 Stud. O 18 O.C. 8.26 2k6 O. Wood 6.4 W4oFnmin Pla b6.5 ad c_ IFIn SR P 6.5 2k8 Wood Faecla - Pointed ONkbn 7: 7.1 ift-- -fins 4-% eui8- RaoFln wGravel Ca 7.2 Palmed GSM Flaehino 7.3 CSM Culler - Painted 74 GSM Down. ut - Palmed 7.5 GSM si,.rk Arredtor -Pointed 7.7 Bolt Insulation - refer Eno Calcolctions CMdon 6: DO 6.1 , Wood Auminum Clad wood WIMaw refer fo A72 8.2 ja Aluminum Clad Wood fdtlin door tem We, to A1.2 l d 8.4 Ome1nu nelw F-led Glazin 1pn .FhbMe -- 9.3 521 Boortl Pointed Dhhlon ".. -Be.- 1b.1 Exterior Woll Mounted 11 ht Fi#um Mo.. 40 Well. tis i 8u' o a a a 'M ti c m c C r 171 e +§ = 17 ds5 2015-02-13, Pk." R.-frMr1nM 1015.044N � Pkweiq AeHm Subdnd Sections A5.1 1402 Horn M 2874 �� /�BHiollside Or. i r iroighbor eindm t 232.22' e e 2874 "I �be �s Or. i tlmxery — Yrola Lana N) pr-e y 2t slope 1 e78'�'a (�>— Site Section GucOs ]toh Bedmarn 3 BalBmenl ---_ � 35Y Bedmoen 1 .1 (♦) Grcde ne of Proposed gmde Site Section (E) RateHN (N) Pool —i (E) Retohgng — os Proped Pool — — —� Proposed Pa catch haeln- I /8" = V- Y' 1 /8" = 1'-0' It IOIg-�R-1 ]. Npe�p Ye3ubnild 1015-04N i PIveY�g Mlm ]ubnNd Site Section A5.2 1402 5' •1. isna wood nIna / wall 'I Oak and (N) I (c'7 5' Wrought Iron Fence 1 pPlant List Tines Coaerwm Nerve edarB>ol Name Stee F 11 fikMntMopis A1WBuraeonum 2tw. Q Weslsm Rool led Cana Oolkkw&k 2rlox 0 lmqud 8laboalc Soli EL Japansro Staple Ago PaNnhwn 2,r I. QS Chhrre Name Tree loaYauldb biPirnolo Sod. \ Edge of pool Wader bust \ (N) Swimmilg Pod ' F EL' 198.OD' , oomm power cover \o plying with Th F 13 3109 1 per 2013 CBC 7109.4 $ $ Shaded area i 30' S' B boa grade. Coanlfd y- PNa Semi Pe \� ^. di lot arromg'-7" ~rrN�O LnIq LZiOt� ■�■ h' Botanical Name Sbe C-M. IS Gal. Sombucw Sad. Te.hKah aLpgNm 1CaL Bglxtrtila IIll Ne..hol Fiats BuddlOo 1gal Agems Atle ossio 1 gal ARiMoplryb 1IlaL lovoralb Ibb SeMo Flub Armerlo MarBkrw Flab VY(emova (E) tree f f FF a: 198AfY �Oh s / J `Rem a (E) tree � -- ( Planting Notes r� 3 (N) load 2 1. Irrigation aystwn aholl be installed and telly /uncSorwl paw to New Main g \ //�// Imtellatlan of any pla ltirg. 1 FF EL: 202. 2. Existing Ismail eh,ll be removed from work area and dmkpil d to 0 g be used farflnlah greding upon compkdion. Semi 7 Pe m'ow 2�va (N) Semi Pervious Wood bane 7. an O is esc.a d that directed b Iw finite antegrading...hall be rstareal oan Pavers New, n site or disposed th this at by Owner. Waste excavation tram FF IE 198J70' 4 ....sfoundationI benches that is not suitable for it h.11 bur and in p ex e.. of that rpulred for foundation backtgl shall ba romovetl by 7 -- Caitraator. 4. E.i l lorni—ping ah.11 be protected a required to prevent any . w Paving path damg, to plants and fires, unleaa specifed for removal In plane w (8) D. C earneding la 8 Yela Owner. 10 8 ? 6 Iola ) D.C. 5. Pmtact emOng bees In work Bone with fencinog and barricades. Barricades shall form a minimum encompass II aidea of the bee { 3 T�p,lln, this antl proide a minW clr from the boa. d the treeProtectexisting rots during eseaystion. Ensure that equipment is placed outside of drip one. ineulatia ^n5 7. Pvmds�watel d 0 onoosed mas de prevkw.fydr�emmed obpeq�.elJil around dba above bunt level. ex co uK 24 hour perbd. S. Ineangh on moll InGWs a new automatic irrigation systemNreughout. g. All londxaped and hodscaped . ...hall be graded and finished, .o a, not W drain onto adjacent properties. Ref N 10. tandecap, is clossified os Tier 2 par S,ction 18.17.020 of the True N water Comervotion and Landscape Regulation,' � dscape Plan 11. 1edal: 1 TTudurf area may, not be mole than 252 of the bnd woe arm. 12. At least S02 of the picnts in non-W f Nndx.pa areas .hall to U. plants. for water using plants, or no -water wiq picnt.. I& T.0 shah hot be plaited on .lopes greater than 25% of the landsoaps area. 14. Fire -pone plant matenols and highly flammable mulchas .41 nat be wod. 15. bw.W and/w lea we plant species NI rot be used. Mach: 78. A f000, of Anfinch kyor—s. d much will be applied m all evpasd sal ,udawe d plantln9 areas. 5d Am his: 17. Sol amendmade, such as o.mpmt, sill M ircurpor.ted .m.rcilng to the wl condili d the pmjed site and bold an what is .ppr.pd t. for the .tented plants. Tree Trimming and Tree Protection Plan shall be supervised by on on -site orbonst and eon, in o=od,nce with orborist report, Irrigation of Oak Tree maul be completed baton. construction begins mentioned in arbonat report. Tree pretedion must be in place beforo any demolition being,. Contact City All when iagation is ceuning and when has protac0on W in bl.- 2013 01.13. O eMq lwSbidnal 2015-0 r Flow*V bM Se6n400l Landscape Planting Plan Ll.l I n 1402 Irrigation Plan Ref N True N 1 Ar=VO -(Y Irrigation Notes mow: — I. Irrigation system ..If he inat.Wd vrld fully functional prior to ket.doton of any *rung. 2. klanlattc irrg.C., control- that dgiye dlhor ewpotro..option or sill mot,Wre can data for Irrlg.0an xhedufng eg be irnblled. J. Se.v., either Inleg.l or ueiliary, Ina, suspend or alter Irrigation a MWa during urdawmbb —the, condition, vill .installed. e. The imgalion spbm wm ae designee to p—rd. mnofl, In. heoa drainage, mWo,, or other similar eondif s. i In arse vith nice. greater then 25% and .:thin 2e--inches of a e.n—permeahi one... w or add soaped orw, that are le. ban ight feet N .dih, We .lame hm;n q. von be installed in -Itch" ma,. & Irrigation sptems shill one deeigned, madoned, and managed to meet an arerag. land—" imgatw eflid.ncy of 20% or ma . 2. Irrigation shofl be scheduled beMnn 8:00 p.m. and 10.00 a.m. S. Nstan all piping and .Ires In common treach..W. feasible anon infNe planting or.. whenever p.sible. All who+ 0011 one located 'n gmurdc.., or shrub areas. 9. hancel trigall. In aaaardar- xkb Incel cod. oral mamfmtwen sp.if-fiord. Notify Mchitect of any cannkts prig b ilnlellatoi,. 10, connect bockfla, am,* with the polol of ewneeuan nin, an. 010n9e. 11, na l aW— of the a—ly dapine Imar b pavement i.1ailalfoa. 51.ing Inch <xtend 1'-0' Imm edge of priammt Into planting me.. 12. Inrtdl conWel per drawings and fa.len —.1, to wan. MI above grade c.eduit diner L .Ibge or line wttoge, shdl be rigid slat and x ny (.lend to structure and controller. tfvd.saru: 10. Each wire will hngpb . hydros with ,boiler Bile, ,lope, ,un expal— sail , condifica oM DIaM motOn all In similar rater u.. I{, Sprinkbr bads and other emission devices bill be elected baud on .hot 1. appropri.t. for the ploy type wbhin that hyarorory. 15, Where feasible, I— At be placed on mal .Ives from shrubs, gromdcare, and W. Woxr Meter © Bapkadx P—mber Irrigation COnVanar eRemote Control Valve — sprinkler ® Drip Vain baembly Mainline — calretlule 10 -——- 1/2' drip distribution foe 2015-02-12 r Pl- ", M.&brtld 201SW-0'! r Memkp b Ikbminal Landscape Irrigation Plan U .2 1402 11 I I I I Kielty Arborist Services P.O. Box 61P San Mmeo, CA94403 6%515-9793 January 29, 2015 DeAllog Temxws .4rchimcbnro, INC Arm: Ain Wayne Lin, LEED AP 1103 Juanite A - a Usigame, CA 94010 Sits: 12 l',- I ana. Burlingame, CA Dear M, Ian, Aa regreated - Wadmusday, January 21, 2015. I visited the above site W iapact and ham en the traa. Anew homes in plamxd for this site end yalro-«m for the hashh ant mfery ollhe lees m cite hen prompted role visit Mashed: All imnpwtiors were made fion We grauud; the bees was not clWrbad f this inspection Thar crow in question wars i—lad - a map provided by you. The bees wero then measurod for diameter al 54 inch. ahova ground level (DBH or diameter or bream Men). The trees were given a condition mtim g; for mar and vitality. The trees' condifim rating is bored on 50 perceal vitdhy and 50 pmenr limn, using the following sodc. 1 - 29 Very Poor 30 49 Pam 50 - 69 Fair 70 - 99 Good 90 - 100 Esmlkm Tlw height of the use was meaaurcd using a Nikon Forestry 550 Hypsometer. The agreed was pw d aff. Co men. and merendationa for furore maintenma are pro idad. 12 Fine Lmc.❑wbrpe CA hurry 29,2015 Nm al bugmion should be maimaimd Lhmughod the attire Imgth of the pmjwl. the ndi-onka o site should sued no adi iti...I imgati— unlash emt-.. is trsunm0md. if the rootzoeesare damaged irrigation should musist ofsurface flooding with en-gh walar to wet We entire toot zone. >f We ma zoo is vaumariad tlds typ of inigetion should be casnitd out two times pw month during the wero dry season The oak tree #2 shook! he funifized with o tenor or250 gall-, of 22-14-141...yaks prior W the awn of .metmctim. This information, should bar kept on site so ail limes. 11m infornnwi- included in this report is bali-.d Io be true and based - sound arboricultures principles and provi . Sincerely, Kevin R. Kiehy Cenifned Arborist WEg0476A t -- _4 12 yvn Lem, IkvloAam, CA Jenuary29, 2015 Plato oT des grorp of three oaks thatwil be afrswd by the proposed construction TM Mo small usls will be removed and the larger ak will be hnnWy trim sad. Survey: TnM Spatdes DBH CON HTJSPCanunmts I Coast live oak 9.7-8.3 45 25/20 Good vigor, poor Ann, leans south, (Gwrcus avolla) poor crotch at 2 feet 2 Coast live oak 9.1-6.5 45 25/20 Goad vigor, poor Porm, suppressed (Q--sagr1,011a) by#3. 3 Coast live ink 17.7-17.0 35/40 Goodvigod, poor&mn, Multi leader (Quarctas agr,4r11a) 15.7-12.7 etbese MWtileadersraybe re-spmuss fm nni ham red tree Imdw1m40loaders w111 bar removed y Obaavations: The site has 3 ondti leader live oaks together in is dump. The smaller tree #1 and #2 are suppressadbythelargartree#3. Thetwo aks have .or Poem and will always be poorly shaped. Trm *3 appears to be sprons from. removed akappro)dmately 25.40 years ago. The four bunks with a dataree between them is possible evi6mce ofthis Thesitehashad nor grade ,flanges and the root crown rs well exposed Debrishasbeenstorediddaebase, ofmistreeforsometima Tura larp leaders that wmbe rrmnesed to facilitate cornettist don. The two smaWa oaks in the bzckgmurd will also be cecnuved. Stmmmrp: The proposed conex—lion will requirethe removal of trees #1 and 02. The bees have poor foam that amat be mrteded by trim arsgand the removal is varmented. The large' oak 03 has two large leaders that extend will into the footprint ofthe pmposedhouse. The two leaders of15.7inchasand 12.7 inches will have W be removed m fadfitatemer"truction The remaining twat leaders Will befighmsovd and thinned. The foundation forme home will be seveal feet ftomthe trunk of thetree andoot loss is D O. Be<61&.Sneaeo.ca sal. rn easo)niaee.—orysi— kk -2. 12 V"Lass, Bm4ryaae, CA Jmua72p, 2015 expected W ba minor to moderem, All ex—fi vnthm the mot zone o f oak#3 -11 be done by hand and will be supervised by the site arbmst. The proposed tunstrucbon will require hearer rhos normal trimming for the live oak (50.60 percent of toedcampy) and a permit will 6e required for thiework. The tree will survive the trimming arW the m s. m but wt0 be diglelymashapen The nnvbuildiogwill shade the trunk bdpiog to prevem "-,,.Id w theaapisedtnndcs Thetrashouldbe inapated by - arborie regularly sad maintained as Powdery mildew sod deck at the base m always a concon when hcaviar than normal brimming is carried our on a <a set live ask The retention ofthe oak will provide same amrating for the ndghbor to the northwest and should be visually appealing. The following tree protection pl an will help to mirimia bnp..a to the remdmng area. Theb...(—c#3. Thetreeappassarsmbespraobformatra,a—garnd Wet yarsage. TheewobunksmtheidtwWberemvedmfacWlamcrostroctlom Tree Protstim Plam Tree protemoo ones should beasablished and maintained throughout the entirelength ofeheproject. Fenang(or prateetim zones sbmld be6foat tell meld etnein linktype suppi dty steal pipes potmdef inn me ground, Theloc.tim forpromctiva forcing should be as aloe W the dripb a m possible still e11—mg mom for comatimciies to safely continue. No equipment or materials should be stated or dazed inside protection zones Any at, to be out L. old be monitored arrd die—raed. Large rams or large messes of mohmbemd.Wdbeimpertedbythesitearbanst Thesiteabonstmayrecommend aigstionorfaihnngathattime. Cltallmotsdeartwithasaworloppers. Raoutobe left exposed far apenod of time should be covered with layers a f bu tep and kept moist. Trending foriwigaion elemical, drd nage orany otherreason, shmld be haul dug when beneath the d6plit. afdei.d beet Hand digging aed sarefal placammtofp,p. be m beside protected mots will dramatically reduce mot loss, thus reducing bauma mdesiredbea. Trades shaWdbe bsk fi0ed a9 soueapoaeibleudognanvemaerida and compacted to use original levels. Tianches to be left open with exposed toots" brceveredwithbudapandkeplmoist. Hywuadla.daverthetr.d,.illhdptopmtrn room below. so eosin. -su.., car awl. t¢Isn)srsrsa. snaetam)vs ion M M so. enles... I'mleat Dots_ " - ar-,.�,..... rr EWE- Tree Species Plan N.T.S. Kielty Afborist Report . • �J 1402 Mayne Tree Expert Company, Inc. . «r.ienr>as•s ranause so. Hann wN R,W: — cule'lep .line " w.rT rr3ATW'p. AnT1Yiar AV. rirsilAloxe uafnen i- m:Nnax:me :1s axx:nn wan, ate .. a+a.aa..n :Aau>fi.c,:wn,s.rl Ts,ersse" Ow, "I A. APO 30.2014 exm�wwsgi.,m.«,w Mr. Wayne Un Dre0ing Temohes Archtwove Inc. 1130 J1lartita Ave. Burlingame. CA 94010 Dear MrLin, RE12 VISTA LANE, BURDNTN. At your request, I visit the above site on April 23, 2014. The purpose of my wall was to alemdy, uspect and comment on the 0— Located on the ate. Included in this repot is a plan review and tree protecllon plan for a p.pmed constNdlon project. Llmltaeons of this report This report is based on a visuabMy Inspection that took place at ground level, I accept responsibility for any unknown .any uI —. dialects associated with the Gees on this site Method Each tree on this report is given an identification numbar, wlach is Scribed on to a metal Ill tag and placed at eye isvel on the Vunk of theInes This mrinber b elso placed on the provided site map to .1— the eppnorimale bcallm of the trees on the property, The diameer for each free was found by measuring the trunk of the ties 0 rAy-four Inches off of the neural grade as described In One Burlingame HaM.V tree Ordinance The height and canopy spread has been astoeled for each tree to show their approximate dimensions. Each Into was given 0 condition rating; this rating a based on form are vitality and ran lea What dotined by the loilow W table: 0 - 29 Very Poo 30 - 49 Poor 50 - 69 Fah 70 - 89 Good 90 - 100 Excellent Laatly. a comments section has been provided to give more Indlvdtul "all about the Loans. 12 Vale Ln., au koes,. 1 Apnl X' Z '. 4. Only excavation by hard ar compressed air shall be WiTeed within the duptlnss of pees Macbire trenWng shall not be allowed. 5. Avad injuryto tree roots. When a ditching machine, which is thing used outslde of the dripine of bass, en hers roots smaller than 2Inches, the wail of the trench adjacent to the Yeas shall be hand trimmed, making clear, clean cuts through the roots. All damaged, torn, and rot roots shall be given a clean cal to remove rapped edges, which promo. decay. Trenches shall be filled witNn 24 hours, out, where this is not possible, the side of the bench adjacent to the Bees shall be kept nbadod with four layers of dampened, untreated burlap, waned as Irequendy .s necessary to keep the burlap wel. Roots 2 Inches or larger, when encountered, shall be reported immediately to the Protect Art,onist, who will cookie whether be Conbector may cut the root as mentioned above or shall excavate by hand or with compressed air under the mot 'The root is to be protected with dampened burlap. 6. Rona pipes outside or Its area that Is 10 times the diameter of a protected true to avoid conflict with ..to 7. Where a I. not pose de to ...to pipes or benches, the contractor shall bore beneath the dopline of the 1 e The boring shelf Wks pace not less than 3 feel beow the Surface of the Sol in order to vold encountering 'leedef mots. 8. Any damage due to conalmchon sckvlUea shall be reported to the Pyd Arsonist or Coy Arbonet within six hours fro that remedial action can be taken, Sincarcly. �" sptAFiwh' Je.meyA Itlgalb 'W CertlfiedA WE rb. N'67W64 - JAl.pmd ♦T s feep. k s°� 12 Van Ln., a.uo v 2 Awe 30, Ms, Tree Survey Tres Speaks. Diameter Condition Height Spread Comments # (Common) (Inches) (percent) (feet) (feat) v1 Coast Live 17.7 16.8. 55 20 45 Four -Rem at base with a cavity in Oak 15.6, 13A the middle .1 main attachment: root crown covered; thick healthy compy wim interior deadwood, included bark between the two southeast sarong shims. 2 Coosa U. a 9. 6.3 50 20 24 T—stem & i fool; root sown Oak covered; canopy bans wgnifcerdly to the sadheest; abundance of -interior deadwood, Poor four ant good vigor it Coast Live 9.9, 6.5, 50 20 21 Three Memn R the base; Oak 30.83 aodomi... I at 2 feet; root crown covered; canopy leans sign fitarety tinthe southwest. abundance at 'terbt deadwood. Obearv.d.ne All bu- free. on this property era kres eel . a small vatroy in The minds. of the property them Is a subslamlal amount of conseuGlon materiels umierthe canopy of the trees at present Tree #1 le a four- bin Coast Live Oak located in the mWin of the property The 4 stems of this tree lean away from 6e carder at their man attachment, This type of growth has mated a smelt cavity between the stems that accumuxa as leaf sitter and other organicmatenal. Periodic ranroveldmis gemedng material will decrease tie potsMial for fungal attacks to occur. There is a monera!e amount of interior deadwood n the canopy and excess end weight on me lateral fimbs. TIM #2 is a Iwo nem Coast LNe Oak whose growth has been suppressed by the large boost. Thp eituaton hoe caused the tree to grow In the aoulhwast in a eaamn br sunlight. Thera Is an abundance d irdanor deadwood Peeam and the root Gown of this than is covered, Tree tl3 le a multiple slam CoaR Live Oak located very near Tres #2 The canopy of wee #1 oho suppresses, this tree, which has caused roost of this tribe's canopy to grow towards she southwest Leaf litter and other organic material cover the root Gown or this Loma and there Is an abundance of imerbr deadwood. Routine maintenance of all three tines is recommended, This maintenance should include root brawn excavation, deadwood removal, and and weight reduction. if I can be of further sobstonce. pease cone. me at my office. Tree Protection l2 vale In.. evange^w i Aiafl fro, non Proposed Constn¢tlon Plan Review and Tree Protection Plan On April 23. 2014, 1 reviewed the proposed construction pans for Oro above site. During my review. 1 found that the proposed project will include the cohebu.ion of a two- Ind dwallirg That will -wround bee #1 and hags 02 end #3'will lea withal the iWlpmd of the home and will road to W removed prior to begmnirg the rdla wim pfolem. In addition to the removal of the two trees. Two stems of "a 01 will need to bo removed and one atom will need to be significantly pruned to accommodate the proposed building. The removal of the 2 southeast -leaning stems and the pruning of the stem to the Southwest should increase circulation 10 Pro remaining canopy and Potentially monotones Ngor. In summary, I behave this remaining potion of the JIM steuld sprvive with minimal sues.. I recommend the foundation neanrst to bee #1 consist of a pier-andgrado beam -type foundaton, This type of foundation win ,eve the bast moped on fret, #I's root zone. Due to tie unusual grade around the perimeter of Ise ifi. great carp shove be taken nut to backfin. M, or sgnR ntly change large portlons or thus IT-1 root mile. An tree work Performed, as a moult of this report should be done by a qualihcd licensed tree care Professional, Thee protection Sped9cations 1. A pro eclive, beater of 64cat chain knk fencing shall be installed mound it. drlpine of protected tree(s). The fens g can be moved within the dopline If authorized by the Protect Arbanst or the City Anbonst, but not doeer Own 2 feel from the trunk of any free. Fence posts shell be 1,5 inches In diameter and are to be driven 2 feel into the ground. The distance between posts shall not be more than 10 feet This enclosed ww Is the Ton Protection Zone (TPZ). 2. Movable barriers of chain fink ferecrg secured to cement blocks can W substituted fo Y W' fencing ef the Po*ot Arbortsl end City Arbonat agree that the fem" will have to lb moved to accommodate certain peese , of construction. The bolder may not move the fence without sulhorsalldl from the Project Arbolsl of City Arbonat. 3. Avoid the following condklons. DO NOT: a. Allow runoff or spillage of dem.girig nu t,Mala aril. the area below any Ire. .ropy. b Store materials, stockpile sill, or park car drive vehicles within the TPZ. c Cut, beak, ekn, or brulse roots, branches, or trunks without fast obtaining aufl or'izailon from the City Arsonist. d Allow fires under and adjacent to Imes. e. Dscharge exma Lod into fossils, f Secure cable, charm, or rope to theme or shrubs. g. Trend,, dig, or othervese excavate within tie dnpire or TPZ of the bee(.) without first obtaining authorization from the City Arbodst. li Appy soil Coolant. under pavem.. hear axieting pees. �-- .�y�- E91s' teem wial� MllMbpF Bala t]ba is 9a.a �ra� �VNI ice pl :'- -- Mon"- r•�'at paWswNYE52 iS336 3 'an..w °bl 2m5.W fro. ,bean PARCEL 1 (79 PM 56) Life .p ao1.+9 .aa1.m aiaaar '—se •was. . ma", m+#a Tree Protection Plan 19]:aa rW.si no: 1 rsa.e. wu. rvasp Res. i;� !it N.TS. Iraes c Mayne Tree Arbodst Report AR 1.0 1402 Li „rv� Ru. L. LS 5304' 0 3 ------- ---- ------------------- -- IST 5' WIDE ---- YAIE-OTI 78 EASE P M 78 76 P PROTECTED TR R G A B 12 VISTA L`� NE PARCEL 1 10,456 f S. . 1� / 8 VISTA LA E 3 221 PARCEL 2 2+6.� 4 10,602 f F. z Ex' ting ouse I I w h 3 L r6g. -(14,5'3 ry F otprin c b 4 F I GE OF o o '� 21 ~ P VED ROAD ry h� NE 4' SEWER ` ryOry 'OS II L RAL 0.1 \ G NK FENCE " C.Oy } CITY — BURLIN m+ �' 212.5--- — N 3456'00' E --FLIMI j 193. 'P 4' IR C �j 28'44'59' E J CITYICOUNLINE / PLUG ANO T I 0.37' 'LS 3451" I LEGEND: OWNER AND SUBDIVIDER: CONC, CONCRETE EP EDGE OF PAVEMENT 851 BURLWAY. SUITE 710 B RLINGAME, GO SANITARY SEWER CLEANOUT ip JOINT POLE CA. 94010 ES ELECTRIC BOX P.S.S.E. PRIVATE SANITARY TEL(650)579-4994 SEWER EASEMENT SSMH SANITARY SEWER MANHOLE PRIVATE STORM ZONING: R-1 G.B. GRADE BREAK P.S. D.E. DRAIN EASEMENT TW TOP OF WALL TW TOP OF WALL TREE F2201 NEW CONTOUR UTILITIESt Y HYDRANT GAS: PG & E ELECTRIC: PG & E INV. INVERT SEWER: CITY OF BURLINGAME TELEPHONE: AT & T WWVM WATER METER CABLE TV: COMCAST D4 WATER VALVE FIRE PROTECTION: CITY OF BURUNGAME WATER: CITY OF BURUNGAME —E— ELECTRIC LINE G— GAS LINE LAND SURVEYOR SS SANITARY SEWER LINE ® STORM DRAIN UNE AND CIVIL ENGINEER: TG TOP OF GRATE M.. EOD AND ASSOCIATES 965 CENTER STREET C.O. CLEANOIIT SAN CARLOS . CA. 94070 FF FINISH FLOOR TEL(650)593-8580 FL FLOW LINE I, II I I I /Zi [ D 3 4• IRON PIP NN1 PLASTIC PLUG AND TACK "LS 5304" 6 it PIPE WTH PLASTIC L PLUG AND TACK CE, LS 5304" I?_ S86'22'00'E m0 5.62' P OS LOT NE EXISTING \ s PARCEL PARCEL B 76 PM 78-79 1 1 p - 3628'00' I - 125.00 I AND P.SD.E. FOR THE BENEFIT OF PARCEL 1 � Is I I � I S49'56'00'E / ----- 28.3—') -SS—SS SSA A p - 00'12'21' 5' P.S.S.E. R - 225.00 NEW 6' SEWER AND L - 0.81' LATERAL P.S.D.E FOUND BRASS TAG IN CONCRETE DRIVEWAY "LS 5304' LiHAYri1Li 3CALIS (9 10 XB) 1 loah - ]0 tt �arlgy4 LAND Cyr z # No. 35046 * # No.12-s1-2G05304 p• \ f Ol CAI P OF CAl\ NB-.. GEsmpI m 6, BY I BY GATE VESTING TENTATIVE & FINAL PARCEL MAP BEING A SUBDIVISION OF PARCEL "A" PER PARCEL MAP FILED IN BOOK 76, PAGES 78 & 79, RECORDS OF SAN MATEO COUNTY. CITY OF BURUNGAME SAN MATEO COUNTY CAUFORNIA PREPARED FOR: DENHAM LLC MACLEOD AND ASSOCIATES CIVIL ENGINEERING • LAND SURVEYING 965 CENTER STREET. SAN CARLOS CA 94070 (650) 593-8580 NAWN BY: AV SCALE r- IG' OMWN6 W. oEsalm BY: VPG oAT6: G7/OB/07 1742-TENT CNECKm 81 IX W Mp'o. SHEET 1 OF 1 OWNER: JAN ZHANG W 214.00 A� 27J.97 ✓'Syl� I WATER I METERSI I I FIRE HYDRAN 215.59 i 3 01 I "' I 3 N z I III I 217831 II I i I .zr } b 4 I ggSl 3 Q p el o �I ??ate I 11I I I III 221.014 I I 22208 z I I � i I I I I I 13 I I I - I I 3 I I I I I 13 LOT AREA: PARCEL 1: 105373 SO. FT. (SHOWN ON MAP 79 PM 56) BUILDING 200.04 ` \ \ 20503 BUILDING 5' W1DE PRIVATE UTILITY EASEMENT AS SHOWN ON 76 PM 78-79 TOPOGRAPHIC SURVEY SIC SCAU12 VISTA LANE CITY OF BURLINGAME IOC"" 10 "' SAN MATEO COUNTY - CALIFORNIA SCALE: 1° = 10' JUNE 2014 I I \ \ I 201.47 2U0.2J-,1'-2' WOOD RETAINING WALL - 197.56 ` -795 I i I 210.55\ 206.64 +203.36 I /14%15%fy""OAK. - 197. \ \ I ,, � `' � TzoDl � -_ \ \ 202.39 "+ 2f254� \ ... a•\ \Q .� r201,35+198.77 ` c 204.11 20189 y \ ` 208.17 \ 204.J0 y, 1 \ 210.29 --���ar( •�_ ~` �j * \.L Z06.94 '� ` 204.41 + ` I 214.92 \ 206.50 J PARCEL 1 `� J- j` (79 Plvl �-;6) \ 213.24 ` 206.45 +20449 � 214.24 y w�209.98-1) + 206.87 / 205,99 _ /208.7 - J +206.40 SJI56'00'W - T9347' �z1e69 7 T 214.69 1 10807 206.48 705.96 ' 205.65 BUILDING UNDER CONSTRUCTION 27026 PARCEL 2 (79 PM 56) NOTES: 1. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. 2. BASIS OF ELEVATION: ELEVATIONS SHOWN ARE BASED UPON AN ASSUMED DATUM. TOP OF FIRE HYDRANT ELEVATION - 218.01' 3. ACTUAL TREE TRUNK LOCATIONS ARE SHOWN. DRIPUNES IN AREAS OF PROPOSED CONSTRUCTION SHOULD BE FIELD VERIFIED. TREE SIZE AND SPECIES ARE APPRONIMATE. 4. BASIS OF BEARINGS: THE BEARING NORTH 3456'00' EAST ALONG THE WE NORTHSTERLY LINE OF PARCEL I SHOWN HEREON WAS TAKEN AS THE BASIS OF BEARINGS FOR THIS SURVEY. ,205.54 +201.64 0199.51,- 4 C ,203,70 + 203.06 I + 200. 79l - I I 1 f I / +220�/ / J I + 202.80 / 197.34 I#Xeflim01 00140Ci1001A PARCEL 7, AS SHOWN ON THE PARCEL MAP OF THE LANDS OF DENHAM. LLC AND HOYA INTERNATIONAL LLC, RECORDED ON AUGUST 30, 2010 IN VOLUME 79 OF PARCEL MAPS AT PAGES 56 h 57. FILE NO. 2010-900060, SAN MATEO COUNTY RECORDS BUILDING � 184.J5 �I 790.45 ? = I:9 ' +185.IJ } 190 64 186 <6 1511114,14 gh gh ebb 790.62 eL I ( 11 19307 J (191.80 185.69 r + 182.22 SURVEYOR'S STATEMENT THIS MAP CORRECTLY REPRESENTS A TOPOGRAPHIC SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE LAND SURVEYOR'S ACT AT THE REQUEST OF. TONY LEUNG IN: FEBRUARY 2012 1 HEREBY STATE THAT THE TOPOGRAPHY SHOWN ON THIS MAP IS BASED UPON A SURVEY MADE BY ME DYLAN M. GONSALVES. PL5 6475 THIS 27TH DAY OF AINE, 2014 1 FURTHER STATE THAT TO THE BEST OF MY KNOWLEDGE ALL PROVISIONS tAT� OF APPLICABLE STATE AND LOCAL ORDINANCES HAVE BEEN COMPLIED � WITH. NO. 8475 8-17-2014 DYLtN M. GONSALVES DATE 4J�OF CAI: C-) CJ O W C)" 00'0 Ww O J N �1 Q In OI-vrn Z W V) VQ) Z X L 41 O � a a SHEET 1 OFF SHEETS ORIG.DWG: 2-29-2019 REV,OWG: 8-11-2014 JOB: 10-75 GreenPOLdP.TTN .a v..rv... µ.-1.r. agencyl \00-agency -\00-r a �E t� �U HA as i u a m c a `m c p 2jf W gi�y\�DP4-05-05- o U n O E f; ^1 3 ` \ S F Z 201542.13. FlsNq hSuhmiSd 2015.04-07. M.-.—SWn W Greenpoint Rating Checklist Form G 1.0 1402