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HomeMy WebLinkAbout12 Vista Lane - Plansi • 1t' its 6., Y -41 r•I, 'ti.xt' � 'Avg ...... .... ow or 1 0 General Notes Thew bavmgs and their content one and shill remain the brain" of Daill Tenaws Archlhchse whether the pre ed fa which they were prepwed a executed a rot. They are not to be .it by any person other than ON Omer or for arty Other project or exteraim to this project except by agreement in writing wi$ the Mkitecf. The k finecl exore.y resavee Has common or copyright and other properly rights reeling to these Drawings and their contort. Them Drainage are ltered not to be reproduced, aa nrise cha mdfie od in maser whdwew y maser except by the ,ycFiled. Thew Drawings and their content may not be assigned to a third forty without written consent of the Armited In if. event of umdhodwd use of these Drawings by a third party, the third party shot I* harkven and bldemnify the Mch'nt t These Drawings one an instrument of service performed by the Architect for the betel of the Omer. Theyone intended for use in a negotiated construction contract and, therefore, may not decal or specify all material, mandaturere Or ase r ls. Detail, assemblies and products examemorly known to be industry standard far any given trade may act be fully detailed a spacirest Where necessary, the Cleared. shop provide compost, data, product literature as required to avid the Owns a the Owners agent in mail sell For the purpose of estimating items rot fell detailed the Cantrata shill fxovde on allowance amount and so condition such .timates. The Omer and/or Contractor once Man to the Amhilect in willing, arty ragv.Is la marl aligns to D. plains or VeeifiWians by ... of stop dreamix" mmpl. a offer means innarration. Shop drawings that am submitted tothe Architect fa Mile don nil arslit". n writing unless it a brought to the attention of the M:hdttt that specific changes am being suggwled. No guarantee for quality ofconstruction is tepled or intended by these Documents. The Contractor shall wou me full responsibility for my construction deficiencies. The Dana and Contractor shad hold harmless, indemnify and detail the Architect tram any action initiated by the ides owns, or any sabwqumt awner, far wmwd'wn derwkaies, moafiwr , sabatitutiore. mainteroae or any such condL'm rrich in beyond the central of the Architect M Conlral Documents described in Are Construction Cart ad shall be coosntaed new document and are klwded to be used as are, daumenL Contractor and all sub -contractors, sholl radem all daumada prior to bidding. Sub-mmbaclors one respons31, for any 'inlamaton Penang to their work ro matter where D may Occur in these Documens. 8 s the intent of these Documents to provide la Be, crosmds truclien of a tum proof eaksure of idenor spore. If the Owner, Contractor a say Sub-conlrado,; become aware of any assemdy a con ll either sham in the Drawngs or constructed on -site, which does no, in their opinion, satisfy this intent, it a then resperabiity to nobly the erchdecl within a reasonable amount of bore w the the EnuFtian a assemby can be reei.ed, and, if nec.wry, .oil liar. can be made to the D-the a to the Won without bnpa nir the p xgrws of We Wont M intervention pertaining to the site shill be, and shall remdn, the Deanne respocahaily. This idormoDon shell include kgd description, deed reetricliore, easements, site survey, topographic survey, kwln of citing 'vnprovemmis, wile report, and all reoled data. Code Cemp6anw M work shot conpty with opplable codes and trade standards iroudinq but not limited to the latest adopted eddkn of Are falbwirg: 2013 California Gilding Codes. 2013 Readentkl Building Code (where applicable), 2913 California MecMiwt Cade 2013 Cddank Deduced Code, 2013 Call Plumbing Cade, including at 24)e ndments as adopted in Orareae 1989, and 2013 forma Energy Effiaewy Standards (Tilts including Cad Road requirements. Contractor shop submit re rchg ad wale reduction far, ad it must be approved pia to I-- of building pwmiL NI applicable side and kcal codes, wdm=. Notation, . adopted by the illy of Burlingame at timed permit appfrader. a is the Contractors respmaMTly to identify and foeilimil hind( with current codes and on ironces 'retelling kcal vadatian on will or mat l [odes Requirs-be of adapted cad. shall supersede any conflicting requireme nts defined in thw eDocuments. When a codret a saeashad the any shod soudvee the Aechital in renting within a reasonable time so the the emfl if 8 wine, con be wavand what krpectkg the progme of the work. The Centraclar shall include and appkmwd all pediment requirements of this trend . set fMh b any wnditiaa of opprmal attached to the project by governing agencies. These wndtians shall become a pad d the Contract Documents. Site be Indian The Contractor shall thoroughly examine the site and eel himself as to the conditions under whid U. Work is to be pet hand The Contract. shall unity at the alil, all mewueemmis and owdilions ONecling his wank and shall be reasonable for some unless brought to the ahention of the Owner a his agent pia to proceeds g with the Work Oimewase Control R is the r.ponaNBy of the Control to check and verify at conditions, dimesons, lien and keds Optionalindicated; proper fit and attachment of Of parts is required. Should then be my afferero. between the Documents and the acted condtiore, the Cadenetor shop ratify the Owner or he agent in writing fa clodfkdian ad/a adjustment. In the -1 of failure to do as, the Contractor shop be responsible for correction required a subsequent changes atoning as a result of Dese dFlemmes. Note to Subcontractors: Location of many items or Vsel is aitkal fa alignment of other assemblies which may be installed by other trades ON which may not be installed d the lime of instala0an of year work. NI Sub -combodars shall revise the manner m which their cook fits, algns a macs info canted with work of other trade. The Contractor and enan SubKcMador shot herew illowm Dis and wo be respaneide for information contained atany location within the Documents whirl perrans to their work. De&lerdw rewN'ng from faaurs to do so NI be wei ad coneded at Conbadors .peon. M dimensions and co A'- shop" choked and verified, both in the Documents and on the job, by each Sub-contracla before they proceed with then work Any man, omissie discrepancies an dddeaies shall be brought to the attention of the Overall Controder pd., to mucwarg with the Wok The Contractor shall nolity, the Owner in writing fa resolution. Co nmmcemenl of work by any Sub -contractor shall indicate a knowledge ad acceptance of ill conditions described in the Documents or ending an ate .rich could affect their work M d'ararrdons take precedent war seae, Where dknensiom one not edirey clear to, Central shad nobly ore Arehiled and request clarification. DRAMM SRaL NOT BE Scum. Mdsture Praectan During Construction Should ay special situations dm a alie comitnns Occur during construction the Owner, Contractor and Sub-contmet" shell asoetice and implement and e.wees required to arum the prdecti., Of motainbe and resemble The Connector shall lake all necessry measures to Protect rev or ex'o6ng cu.lnotim and extends from damage due to vaalha a any other Owes, candtkns. Building Discernment Notes Any hidden conditions that require work to be pedmned beyond the scope of Are balding pereit ,smed fa these pkns may requke further City opalwas Meeting review by the Planning Commas m Rams that con be eved for damping pmpaws mud h ve at kill new wndm, that complies rah eyew requirements. Grol Permit, B required, will be obloined from the Department of public We&. fireplace dimmer exist fel le at kast two N. hghw than any part. of the Oil within been IL New Residence: 12 Vista Lane 12 Vista Lane Burlingame, California APN: 027-093-320 REVISED ..1 \a+AEIVEV r,P 2 9 7015 :;IIY OF BURLINGAME �l "' ANNING DIV. Abbreviations Green Building Measures Sheet Index Construction Hours Project Directory F.A. Fire Atorm Water Effie my and Caewwtion Architectures! No person shall erect (including excavation and grading), demolish, alter, Owner E Existing F.D. Floor Drain P.H. P.LAM. Panic Hardware Plastic Laminate Plumbing firlurse (water doll and urines) will comply with the Idkwing: A0.0 Directory, Vicinity Map, Abbreviations or repair any building or structure other than between the following houre N New F.E. Fire Extinguisher I. The dfa4ve fkah volume a' ill water cosecs NI nil exceed 1.28 gat/Mach. 2013 CGC 4.30J.1.1 General Notes, Isltlex except t In the case of urgent necessity p g y in the interest of public health ft Remove F.E.C. Fire Extinguisher Cab P.T.D.Paper Towel Disp. 2 lbe effectNe flesh mon. d udml wY col exceed 05. af Dusk 2013 CGC 4M.1.2 9 / and safety. and then only with prior written approval from the Building He.y Zhong F.H. Fire Hydrant PL. Plata AM Site Plan, Project Data Official, which approval shall be granted for a period not to exceed three 8 Veto Lane A8. Anchor Eoti F.H.C. Fire Hose Cabinet PtAS. Plaster The fill ten Iaael and showerh.M rill bare ill wed stmdaw Isled m the Ions; I.5 GRI 9s ring r P Al2 Material Samples days. Holidays are the first do f Janus the third Mand of Janus y y o January, day January, game, Bustin California 940/0 A.C. Asphalt Concrete F.P. Fireproof PLWD. Plywood for faeces and 2.0 GPN far snoaers. 2017 CGC 4,7N.1.7 and 4.JAJ.IA the third Monday of February, the last Mond of May, the fourth don of y ry' y' y Voice: 510 709-5826 ( ) ADJ. Adjustable FON. Foundation PR. Pair A2.T Lower Floor Plan eon July, the first Monday of September, the one d Monday of October, the ALUM. Aluminum FIN. Finish PTDF Pressure Treated Douglas Fir g Fnhonad Mradlity and Reduced Namleaae: Mnukr spores around ppw, electric cad., wndal, A2.2 Upper Floor Plan eleventh do of November, the fourth Thursday y y in November and the ANCH. Anchor F.O.C. Face Of Cone R.D. Roof Drain a other apeniap in cote/lllem ptolw at exterior ceps will l rodent -paled M closing such A2.3 Area Calculations: Upper Floor twenty-fifth day of December. If the first cloy of January, the loudh cloy day Architect APPROX. Approximately F.O.F. Face IN Finish openings with cement overrun, corral, m.mry. a similes method occeptebe to enloreing e9orcy. Area Calculations: Lower Floor of July, the eleventh day of November, or the twenty-fifth day of ARCH. Architectural F.O.S. Face Of Stud R.O. Rauh enin g Opening 2017 CGC 440fi.1 December falls upon a Sunday, following Monday p y g y is a holiday. 0re0mg Tenneco Architecture Inc. ASPH. Asphalt FTG. Forming R.W.L. Rain Water Leader t A3.1 Roof Plan RichorciM.Terrones.Arahitect FZG. Footing REF. Refer To: Mi Maintenance and lion: M o and manlemae manual will be amended to the �° pei°I°n Construction hours the City f Burlingame Municipal Code 17.07.110 per y ° 9 P Jacob Project Manager S.U. Built -Up FUT. Futur. REINF. Reinforced bUlding occupent or owner. 1013 CDC 4A10.1 A4.1 Elevations: West Juanita 1103 Juanita Avenue BD. Board RE00 Required A42 Elevations: South Monday through Friday: 7AM to 7PM Burlingame, California 94010 BfTUM. Bituminous G.B. Grab Bar RESIL Resilient Nepkces: My g. finepkces NI be direct -vent, wiled-canbeslabk type. 2011 CGC 4.503.1 M.3 Elevations: East Saturdays: SAM to 6PM BLIK Building G.I. Galvanized Iron RM. Room Elevations: North Sundays and Holidays: tOgM to BPM Voice: (660) BLK. Block GA Gauge RWD. Redwood PaAdmt Cantrd qq,q Elevations: West- Declining Height Envelope 3-96800 Fax: 650 343-9685 ( ) Blocking DL. g Galvanized th the lime al installation, during slam,. on the construction site, and Beal slanthp of Elevations: East- Declining Height Envelope BM. a . Beam S.B. Solid Bloekin g negh the, ati Ibe hec q ipnm panes m, capng and venldotim a u' 4 aN Mil and ocher related air dislribdion ram Ion A4.5 Elevations: Noah- Declining Height Envelope BOT. Bottom GL Glaser S.C. Solid Core wch l with tape, public, old .,late th a method, accepkde the enlorcirg agency DR. Grade S.C.D. Snot Cover Dlsp. t t 0 to redo. the emwnl of mlw, dull, or debris that may order Ibe eydem. 20I3 CGC 4,5W.1 . the AS .1 Building Sections C. Conduit H.B. Nose Bib S.D. Soap Disperse.. A5.2 Site Section C. BD. Chalk Board S.N.D. Sanitary Napkin Pdnl and al N VOC limits CGC 4.5W22 coatings w campy wi per C.B. Catch Basin H.C. H.M. Hollow Core Hallow Metal S.O.V. Dis enser p Shut Off Valve pain ngs g Aeons l and caaD wW meal the Prodal-i hted MR fords la ROC and other requirements . Lon case C.I. C.J. Cast Iron Construction Joint HR. Hour S.S. Sewer System 2013 CGC 4.SO1.2.J L1J Landscape Planting Plan C.O.T.G. Clean Out To Grade HT' Height SCH. Schedule L1.2 Landscape Irrigation Plan CAB. Cabinet SEC. Section Daemmt6on provided tlal vaifes mndiaae with WC finish mdeinflu 2013 CGC 4SW.24 CEM Cement I.D. Inside Diameter SHT. Sheet CLG. Ceiling D.D.F, Interned. Dist. Frame SHTHG. Sheathing Capet system widened in the building interior 11 meet the testing and Valued requirements laud Arbodd Report CLO: Closet E. Invert Elevation SPEC. Specification e the 2013 California Green finking Code. 2013 CGC 4.504.3 AR7.0 Mayne Tree Amorist Report Legend Vicinity Map INSUL. Insulation SPL Splash CLR. Clear INT. Interior Where reaTcenl iboring s 'astdkd, d last BOX d Il Am new receiving resi6enl lorkg will AR2.0 Kielty Amorist Report COL. COMP. Column Composition post INV. Invert STA STD. Station Standard campy with the California Green Soap Code requirements 2013 CGC 4.504.4 CONC. Concrete J.H. Joist Hanger SUSP. Suspended �\ Pro eft Loeatbn CONBT. Construction JAN. Janitor SUSP. Suspended Hardwood almond, particleboard. and medum density fiberboard rempmte +sod products uwd m 7 Topographic and Bounder Survey -Macleod and Associates pograP 7 1 ►-Y-Grid Number \J s 12 Vista lone CONT. Continuous JT. J. the in Wiw and iderkr d the buadag will comply with the br fmmMdyde emsaon standards 7013 CGC 4.5W.5 I Topographic and Boundary Survey - ONG Engineering } Door Number CORR. Corridor T.B. Tack Board Greenpoinh CMckW S CTR. Center LAB. Laboratory T.O.C. T.O.P. Top Of Concrete Tap Of Pavement Interior Mdsture Canbot Bldg. materials with ibe viable agns of water Menge will not be imWlkd. GPd Grsenpainls Chackliat Form 03 Keynote CTSK. CW Countersink Water LAM. LAV. Laminate Lavatory T.O.S. Top Of Sidewalk when Il Ironing memis .cad 14, m.3 cantwl. cool ad roar t will nil be or to Oc Cold LT. Light T.O.W. Top Of Wall • fi Ya¢lure mlml Alrat be vwifed prior la inssh material lug apeld. 2013 CGC 4.SOS.J SHT Sheet Number St.": �gti D.F. D.S. Drinking Fountain 1/0wnspddi MAN. hlaxinrunn T.P.D. Toilet Paper Disp. Ar Vaably FEjm�Oagpus�j Ihd Etdfwf §tar-wmpfant ducted, Section Sheet Number ?b D.S.P. Dry Standpipe M.B. Marker Board U.O.N. Unlace bth.rwiae Noted Exhaust toe we and that terminal, oulede Me budding will be in lthraan. 2013 CGC 4.506.1 GpC DEL. Double M.D.F. Main Dist. Frame UR. Urinal presided every Interior Elevation DEPT. Deportment MEMB. Membrane Often llmcthenino . a mffWwt of a Man-hours wnfil entem, fare mid must be conWW by Ht Sheet Numher DET. Detail MFR. Manufacturer V.C.T. Vnyt Cump. Tile o humldistal. 2013 CGC 4.506.1 M.H. Manhole Y.C.TB. Taakboard red 0.00, 3umm7y ❑Ifd. Dimenseon MIN. Minimum m „d,y,moreen ramlM Elsva!ign Iadioetor r Dt Dispenser MDR. Mirror VEST. Vestibule The heoti m dr-canditiai has been sued, d end, ad how their d weds] � � �rwd^e ON. ON. Down M.O. Masonry Opening ueirg Bw Idlawing mdhnds O DWG. Drawing MID. Mounted 1. Heat Lbox t fan values in accordance with AN9/ACq 2 Manuel J-2004 or equal; o to MTL Metal W Waste 2. Duct systems am azad acarding to ANSI/Ai I, Nand D-201I9 or equivalent; o (N) Full Height Wall Goe't E.F. Exhaust Fan MILL. Mullion W.B. White Board 3, Select malg and calling equipment in accordance wen, N19/ACCA 7, Named S-20D4 or E.J. Expansion JciinIt North W.C. W/ Woter Closet With equivalent 2013 CGC 45D7 �® N' Gdncrete Wall t 1 'bo o,o E.P. Electrical panel N W/0 Without •O EA. Each N.I.C. Not In Contract WD. Wood kaWkr Special I. tar Owffcgln: Hi eddkm will be trained and mt'ded in the �a �em --------- Object to be Demolished 4. ELEC. Electrical NOM. Nominal proper i.tdlal'ron of HJAC systems and equipment by a r.w4dsed having/catifwolion program a EL kV. F.M. �IeVotion Electrical Meter N.T.S. Not To Scale W.M. WT. Water Meier Weterproof ors rm 7 l 7... 02.. - - Liner of abject above h N ENCL. Enclosure O.C. O.D. On Canter Overflow Drain WT. Weight WeBkalion: Open request verification of compliance with tha code may include wnstructim -„-.-v-.- FeDPe Line Oa EQ EQUIP. Equal Equipment O.H c',1.awg dravemlr plane, sp:_itFnrmm, hn:4dc, a iatater certifmtion. n pandien epode, er other methedr to 11 Building Uysbn and wit with the 2013 Code �. EWC Electric Water Cooler OPG. OPP. Opening Opposite acceptable show subsbm6d cadorrmnoe regmmel6. 2017 CGC 703.1 - - Centerline ywt i 1 1 I 1 I 2015A2.13 , Planing ReSubmNweI 2015-04-07 , Plamirq Action S usenarol Data, Vicinity Map, General Notes, Index 1402 A , II T.O. Curb I Elev: 214.3, ,r1 .. .. ! Relocate (E) F.H.-I fl`y I �� , r N) Relocated F.H. ei mend .F by !f Bt!rlingamel Publ!< W,rkJ Wate bepartment ~•. 2_ 1 � I�. Curb I ! 11"i0, ,-� Site Plan I A,. .N. ,�1', _;;093- 20 L NDS OF THC)M S Front setback to Garage 15'-0' Properly Line P.0A E!ev: 211.7' Elev: ' Ea ement 1� \ 1 t� I` I 1 I Q ii ao (N)\IlISemi Pe us Paveie-, 1 ` Slo v (N) Properly Line Elev217.7' PA. P.O.D. Estimated El.: 215.00' (E) Wmer ank lenwvetl duing co ctbn of 8 vista Lafw ,/ v'i'/1J` '� 'i ; - Of� is TEZ)Z 1 SAI 1111A i � C� (: O iN Y A.P.N. 027-09 3-1.. L.ANr5 lO= r_NHAM _LC Contractor shall be resp nsible for 20 Vista Lane with 3' wwod staining II Remove (E) protected size tree - obtain removal permit prior. Refer to sheet AR1.0- protection of tree roots per Arsonist's Report, during constructic n. Contractor shall consult w/ Arboret during the trimming of tree roots aid provide Tree Protection as prescribed m the Arbodet's Report. Refer to sheet AR1.0 ----I !FP,0,1),,A,,,, Elev. 99.25' Remove (E) protected size tree - obtain removal permit prior. Refer to sheet AR1.0 Properly Line (N) (N) Semi Pavers 0 \ New Building Foolprir(! \ b ' w \ (N) D.C. tz Ia No f <wringthis Property Line: 194' P.O.D. Average property line Elev MIS \ 1 r •_ `), \ \ _ yr l( . `\\ \�a B Lana \ "v8 P.O.D. Esttad� _ Elev: 187.0 P.a (E). 5' Wrought Fence \ - (N) eliimn g iWdl (E) Retalning Wall to removed — \ \\ Edge of pool \ Water level \ F EL' 198.00- (N) Swimming Poa� safety \ cith power cqover omplying with ASrM F 1346 per 2013 CBC 31 T Nww concrete FF EL: 198.00' �e (N) Lawn T.O. Catch basin 1 Elev: 190.0' A5.2 ` T.O. Retaining wall El.: 198.6' New n )Retaining Wall[ Ff EL: 198.00' Building setback (N) Pervious Paving connecting l0 8 VistaLane�i (N) D.G. !( RO.D Estimated Eler. 192.30' —�--� ew�ooL.equipment d, n I 5'`.high Provide eo d nsuk in rder to provide no more 5 ba above ambiFnt level, 1 a 4 hour period... I f I Ref N True N 1/8'= V4, A.P.N. 0/2 f1 L. A r\i r.; . Rear se ' ek � fj� \ f pg S Elev: f Line Setback Calculations Site Notes Project Data Address 5etbtl<k 1. 10MMphic inloetratioh used for design add tbntained in these Documents is derived from incidental measurements prepared by Architect and Civil Engineer. Contractor shall verify all grades during layout and coordinate discrepancies in conjunction with 9. Dust control measures sholl be implemented as necessary. Provide watering during excavation and backfill to prevent dust from crossing property lines. Sails Engineer shall inspect and approve the followignin writing. Establish that s bsurface conditions are compatible with those used in the analysis and design. • Observe compliance with the design concepts, specifications and Lp1n- _ - Ocau Buedmg p""cy Coda R-3 2013 cec 8 Vista tuna 31•.-0" Architect. 10. All backfill stapes shall be compacted to 90% min. recommendations. Lot Coverage Allow design changes In the ..It that subaud... condiliane CoandnAm Area Ramals Existing tut Area: ta,esr of 2. Drainage systems ae design -build. Drainage system area 11. A minimum of 18" of sub -grade soil in the new building ar differ from those anticipated. The recommendations in this report ampana"ts shown aro ech.mmlic only. Contractor ah.11 oiee all simii be over -excavated and re -compacted per Geatsel l!tal are bused on a limited number of Wtingsat . The nature and pipe, Filings, components. Report. extent of variation across the site may not became evident until New Read—Footpdnl 1,973 of construction. If van.re than exposed, it will be necessary Covered eemany 1$sl 3 peVil" dpdtgvrs pad 0404ge ehgwh are 00efpatic slily and 12 The,.,h_�pm wont setback requirement s 18'-0" to let Ram to reevaluate the leaommendat'Pes- Z.Of RoofOwrhsnga greaMrlhnn a4^ sn er phail not he token to represent final grating and drnnage Ion.. andrenter. u' to Ind flaar, or the book average. whichever ig F9undtlhgn Han of yard own 30' sent g ¢xepvptign, 9arTr,vicnk add Ste dmindde shin 5e pe,19-ed in attar ante with the geoterchmcul report prepared by Total cotamge"�' 12"n1 4. Refer Building Floor Plans and Sections for all dimensions! 'nformabon. 13. WI exterior bearing wails less than five fee[ from the property Soil. Engineer Sale Engineer shall be n h8ed al least 4B hours In Lot CowreAe snowed: d,214 of line will be built of one hour fire -rated conslruolian. Woun of any earthwork opinall.re, and aha!! observe and test th. Lot Cmmepe-Percamege: earthwork and foundation installation phases of the project as 3286 it 10,065 of 31% 5. Refer Foundation Plans for foundation dimensions and vertical 14. Swimming pool to be equipped with a power safety over recommended in the geotechnicol report. controls. complying with ASiM F 1346. Floor Area Ratio S. Existing finish grades shall be restored upon completion ofound. 15. Ahall sea and Numbers shall contrast with their bacNg Tree Trimming and Tree Protection Plan shall be supervised by an Doecrelon Area Neiwrlw New sW construction unless changes are specified in the Drawings. 1/2 hat! be f 1/2' sboke by 2-1/2" high. The power of power on -site arbodst and done in accordance with amor!st report: New Lower Floor Has Lower a1 7. Remove excess subgradI debris in work zone. Debris may such a illumination shall not be normally switchable. City of Burlingame Municipal Code 18.08.010. 2010081 501..2 Irrigation of Oak Tree msut be completed before construction begins New Upper Floor Mee tsn of I' al include broken concrete, rocks, utilities and mist. submerged as mentioned in arborist report. Tree protection must be in place junk. 16. Soils Engineer. TBD before any demolition beings. Contact City Arbarist when irrigation is 8. Roadways shall be ma!ntoined clear of construction equipment occurring and when tree protection is in place. T<lel Mee 4.141 0l an materials at all limes. Debris shall be removed from Max Me, Area Allowed: roadways and sidewalk immediately. Contractor shall sweep or .32 . 10.537 + M 00 4.472 of wash road surfaces after operations that generate debris. I I I I I 2015-02-13 , Plannlne Ra-$pbMilrgl 2015-04-07, Flmming A ien Submittal Site Plan Project Data Set back Calculations A1.1 1402 3dY 1rfi Yhmrn RpNObvCYer SnnM�f eYMla Grapy I €: 1 may. Proposed Siding: Western Cedar, or equal, stained Proposed Garage: Northwest Door, or equal nY b.nN.l N.p v Yewd i. tl. ArbY.. WNo. IN U>e YApAr.IA. h. rMi cw4nRyAry IA'n .�N 'A n,,•••�ci lµ wawruapu sn.s .1LL9NNn SAY W.4.YW14 a w I p'.w'tnMu lspw.nJ.� AY mp :e Ney NIpM �4. F.YYe W Ibw.Jew qn buA ueptwylA.IM MA114911i Nmn Ypryt1Y hAtN4oIF Y YM pp.pwL Proposed Window and balcony system: Western Window Systems, or equal residential 2015-02-13: Pluming R,- bmingl 2015-OA-07 r Pl—ft Action 5ubm..I Material Sample A 1.2 1402 (N) Driveway above Norters at driveway level above -- Storage l9 ,-5" x 22'-4* Entente g'-7* x 10'-6' , ---70R.- 'F fl.tO ir,;C.t.. 101' m... covered porch !!-from Floor Area calculations—J 22W Lower Floor Plan THU U (N) P.A. Clow Powder 5,-0' x 6'-7- Line of solar ahaclell =0 --------- rr- Dinlrig R-rn 14'-2" x 14'-2" Closet A 00 �05-00 Otk. — x 16'-4" KRchen 14 -2" x 10'-6" E 71 ooi 7 overhong 38'-9- Ref N �N Yu 2015-02-13 : Plrol.g R".baft.l 2015-04-07, Pl.anin A.1- S.b.—I Lower Floor Plan A2.1 1402 I I I I aa.z Upper Floor Plan .b— I I Ref N True N 2015.02.13 v Plu j" ReS~ftl 2015-04-07. PI —IV "m SvbmW,l Upper Floor Plan A2.2 1402 _ � l I I I I I I 1 2 3 4 5 6 Ref N Jrue N Area Calculation: Upper Floor (j)1 /9, = 1'-0" 1 T T T T T I ter❑ -0 ❑I ❑ I ❑ ❑ 1 ❑ o- ❑ ❑ ❑ ❑ ❑ I I I IT Al _-1 l� 8edr 6W 1 StorageCB Entrant — — — — — A Hatch indicates of overhang greater Kitch Di.R Family oo than 24'. added to I at ice coverage �.. - y Area of porch of 1 I 1 1 I cav porc red h exem ctaed from Area lculations 2 3 a 5 6 Ref N True N Area Calculation: Lower Floor Floor Areas Label Area Al Storage Exempt (408 f) A2 Bdrm 1/lowder/Stair 434 of A3 Entrance 113 of A4 Kitchen/Dining/ Family/Office 352 of Lowy Mors.hM.1 1.899 of A5 Bedroom 3/ Balcony 371 of A6 Bedroom 2/ Laundry/ Covered balcony 526 of A7 Master Bedroom 726 of A8 Garage 481 of A9 Upper Stairwell 122 of UA-R—sub d 2.226 of Tad A— 4,1250 MW Aron Allowed 4,472 of Lot Coverage A— 0emr48aa Residence Footprint 1,899 of Ba1COn Y Covered Balcony — Upper floor 75 of ROOF Overhang areoe greater than 24' 371 of Yard Lot coverage .trove 30' 967.2 of Tad LW Covorapo 3.312.2 of Let Cev-"AWwd 4,214 sf 2015-02-13 � Pfgm na Re-$ybo l 2015�04-07. Plaming Acean 3ubmlaal Area Calculations: Upper Floor Lower Floor A2.3 1402 Line of Bolcony below Line of Parch roof below— Column below — Roof Plan (N) Roof drain and overtlaw drain, typ r Downspout to be concealed in the wall -- / roofing will comps with with Cool Roof Twill enta —// of the 2013 California Energy Code section 110.8 (N) Parapet wall with (N) GSM coping, painted I -r I �QP I I I I I Ref N True N 1 /4' = 1'- 2016-02.12, Pl..h% 11.44minsl 201344.07 � Ptmmina n w Sueminui Roof Plan A3.1 1402 Keynotes Mark Doscri lion DWI6bn 1: Gem 1.1 Line of Base HT above mg. Curb _ _ _ _ _ _ _ _ _ _ — _ _ _ _ _ Max Hf above av 30C�=bb 30 -0 White powder coated Z2 1 Painted GSM Flashing panel shell/awning 7.3 1 GSM Gutter - Painted overhang, 30' Max. 7.4 GSM Downspout - Painted Counted in Lot 7.5 GSM S ark Arrestor - Painted White powder tooted Coverage cola 7.7 Batt Insulation - refer Energy Calculations panel shelf/awning overhang'30" max. Balcony railing to match Counted in Lot window aluminum frame Division 8: Doors, Windows 6.1 Coverage cola 63 6.1 BJ 8.1 Aluminum Clad, Wood Window refer to A1.2 8.2 Aluminum Clad Wood foldingdoors stem refer to A1.2 8.3 Aluminum Clad Wood Door � r . 8.4 Glass panel w Frosted Glazin T. — — Build'na He aht: 224' 10" — 1lI - - — Fromm Avr� OWaurb48'-Z" Y Dh'&1an 9: Flnkhes _ _ — _ , Upper Level L.O. Plate 223'-6" w 9.3 5 B G Board Painted T.O. Garaae Parapet. 222-10" — - - -- — — — +20 10 — — — r — — _. _ :. _ _ Dlvhbn 16: BecMcol Geroge T.O. Plate: 221'-6 _ — - — 16.1 Exterior. Wall Mounted U ht Fxtura Max. 40 Watts From Garage F.F +9'-0 -_ ... \ — - _ -- h M Indicates Egress Wndows that meet the requirements of the Averse T.O. Curti: 216.65' — - -- verag A e T.O.Curb! _ 216.65'� 2013 Califomia Residentlal Code (CRC)Sec. 310 Including, but — — — — -- — — not I coded to the following: er Level F.F.: 214'-0" -- _ - _ _ __ -- U er Level F.F._214'-0" 1. Min opening area = 57 s.f. 2'-0� +1U +12 -0 2. Sill height no more than 44 inches above the floor Lower Level T.O. Plate: 213'-D' _ — — _ ___ _ _ _ _ _ _ - _ _ _ _ _ 34. Min. opening height = 24 inches 9 opening width = 20 inches -0' _ _ _ _ _ _ _ + _ _ Lower Level T.O. Plate: 213'-0" tiara e�F.F.: 212'_6" _ _ _— q +1�� � +10-6 I T.O.Bosement: 211'-0�� — — _ — — — — — — — — — — — — L --`-- -- ffBasement F.F.: +9-0 `- — — — - - L IL--- _ While powder L r goofed panel helf/awning Black anodized _-_ �1fq==— frame insulated =� _ ---- - rrm. Coverhanounted _ Point of Departure: 306.4' satin etched glass �l _ _ in Lot it .... Coverage calcl Ik=== r Lower Level F.F_: 202'-0' 4 — — — — — — Lower Level F.F. 202'_ _ 0 -0 _ — — — — 0 -0 Line of stair in I forground l Poi Point of Departure: 199.25' �— — — — line of window in 61 51 JS &1 JS cyan Elevation: West 1 l4" = 1'-0" 2015-02-13. Ple . hry 9e-6abmflful 2015-04-07. Plamlrp Aen— &d-leal Elevation: West A4.1 1402 r Light shelf/awning overhang, 30" max. Counted in Lot Coverage c aIcy T.O.Basementr 211' 0" — _ _ From Basement F.F.: +9 -0" ❑er arrea G ads Concrete planter a MentF.F.: 202'-e 0'-0 I White powder tooted Panel shelf/awning o verhang, 30" max. Counted in Lot Coverage colc Elevation: South 1 1 it. powder tooted panel shelf/awning Egress Window - opamtlIs rhang, 30" max. Light ahelF/awning 6.1 &I sash section: clear open ng 61 Counted in Lot overhang, 30" max. shall be 30"x67" min., ill Coverage calc. typ. - Counted in Lot at 2" max. Coverage talc _—...�._-_ —r — _.. 14 .-...._-.-..._..--.— .__._.......—...—_...._ \\ Line of Storage Egress Window -operable sash section: clear ape g 1 &I 6A 63 I 5.{ 3b 6.1 0"x67" min., ilt at 24* 3ax. xr 8.1 61 61 I 6.1 White powder coated panel shelf/awning overhang, 30" max. Counted in Lot Coverage catc T.O. Parapet Woll: - Upper Level T.O. Plate. -- Average T.0 Curb Level F.F. — — -- — — — - — — — — Lower Level T.O. Plate — T - — Lower Level F.F. 5.{ J5 \ T.O. Parapet wan: 224' Upper Level T.O. Plate.: 22] T.0 Garage Parapet. 222-10" ,w Garaae T.O. Plate: 221'-6" From Garage F.f.: — Average T.O. Curb_216.65' _ .__....._ ___ __._.__....._..—...._. — Average .._mb sveLF.F. Line of Retaining wall �r Plata Garaae�F.: 212'-6" ---_ ---- --- — — — — — — Laws, level T.O. T.O.Basamant: 211' 0" From Basement+9- -�- t �11 k__-F====9 L L-- I ---- III Dusarnent F.F.: EOi 0" L---F -1IL-� - lower Level F.F. I Elevation: South 1 /4" = 1'-0" 2015-02.13: Plomhq Re -SW Meal 2015-04-07 � Planning Action 5ubmlwal Elevation: South A4.2 1402 C B A White powder coated 6.1 &2 Egress Door - operable 61 61 Egress Door - operable &1 panel shelf/awning section: clear opening shall section: clear opening shall overhang, 30' max. be 36'x119' min. be WOW min. Counted i rr�� Lot Coverage ealc I Balcony nailing to be I Baleen, roiling to be II tempered glass tempered glass ' r T.OiParapet Wall: 224'-10" - ewe TO.-urb _8'-' _ — — .........._. — — — — — —. — — Building Height: 224'-1 " � Uppar leveILO. Plate.: 223'-6' -�1'-6 l — _ From Avg. T.O. curb : 7 —B T.O. Garage Parapat_222-1- +2D-10 Garage Plate: Fromr g Gae F.F+9'-0O Average T.O. Curb: 216,65' _ _ - _ _ _ \ ; 3',y Average T.O. Curb: 216.65' �. U er Level F.F.: 214'-0' +Per 0°- ; — - _ - :. I61 - \ U per Level F.F. Plate: 214'O_ +13 — — — - — Lower Level TA Plate. 2�� 0 " Lower Level T.O. Plate: 213'-0" ++11 -0'r — — — 4 — ------_— __.. — ----- --- _ --- — — _ — _ — — +11 _ Garage F.F._212,._1 -0 White powder ° coated panel - — — _ +10 -6 _ T.O.Basement 211'-0" 1 ° shelf/awning From Basement F.F.: +9' -0 overhang, 30' max. Counted in _ -- White powder Lot Coverage coated panel Colt shelf/awning Point of Departure: 206.4' ' __— overhang, 30" — — — — - max Counted in ' Lot Coverage o _ - talc „ Lower Level F.F.: 202'-O" Lower Level F.F. 202'-Q 0,IV _0 0-0 Egnew Door - operoble section: cleor opening :hall Point of Da�larlure: 199.2 w sr sl ws as sr 5l sr be 3ex104" min. xc T.O. Parapet Wall: 224'-10" +22-10 — — Upper Level T.O. Plate.: 223_f Upar Level F.F.: 214'-0" +12 -0r w Lower Level T.O. Plate: 213'-0" +11'-0° }Lower Levsl-F.F.-; 202'-0_ +0-0' Elevation: East � i n Elevation: North L 2015-02-13 r Planning Re-SubmMol 2015-04-07 � Planning "on SubmMal Elevation: East Elevation: North A4.3 Max HT above a q. Curb Max M above ova. CurbT 10 12.3 eq. ft. of proposed declining height ."tape at house, hatched 7.5 sq. ft. of proposed declining Mght emelapa at gomge, shaded �Bwld'ng_Height 225.5' - - From Avg. T.O. curb +8 10 . Caraae Par -Ps - Game T.O. Plate: 221 -6' —From Garage F.F. +9-0 �_ Average T.O. Curb: 216.65' e er CveFF.F.: 214 r -_ _ 2er Ov It araYge FF: 212'-6'- _ �+10 6 _ -�T.O.Basemen621:- - -------------' -tom -From Basement FA.F.+9 Lower Level F.F.: 202'-0' 0 _0- Point I I I I ' 123 sq. ". of previous declining hdghl envelope of house, hatched Build m Height: 225 5'_ T.O. Parapet Wall: 225''-6" T.O. Pampat Walh 225-6" From Avg. TO curb From Avg T.O. curb B 10 -$ From Avg. T0. curb : 8-10 _ _ _ _ — _ _ T.0 Gam9e Parapet 223 6' _ Upper Level T.0 Plate.: 223'-6" UppTr LevT.G.TTPlots. 223'-6'_ +21r 6, 21 -6 - — - - —/ Garage T.O.Plate: 221'-6' 0 o Fmm Garage FF: Average T.0 Curb: 21665' % - - - Laval F.F.Plate 214 -G' _ _ • _ — _ _ A— a T.0 Curb: 2116.65'_.Average T.O. Curb 216.65' _ _ - _ _ : = _ •I _ +12 -0 UPper Level F.F }271 p4 0" X X UDDer Level FF 214' 0" _I T.O. late. 213' Level T.O.Plate: 213'-T' 0� ~O_L 1-`w'er Q - - P suet T0. Plate. 213' 0" -- - wen Le e - +11 1ti +11T 0'j -O _ _ _ _ _- — -- —_ _ - Garage F_F.: 212'-6" — _ I TA.Baeamenh 211 r'-O" Point of De: 206.4 Point of Departure: 206.4' - _ from Basement Lower Level F.F_202'-0' Lower Level F.F. 207-0' - — _ _ _ _ Lower Level F.IL 202'-0: Point of Departure: 199.21� n Elevation: West - 4-27-15 Action meeting D.H.E. 11 sq. ft. of Preposcd declining Night envelope at house, hatched e c 6 N. fL of proposed declining Night s—lape at garage, shaded I I I it, 1 I - -- ; ,i::.,---- -- --- - - - - - - - - - - - Elevation: West - Revised Declining Height Envelope U Elevation- East - 4-27-15 Action meeting D.H.E. 4)_ 1' 11 M fl. of revised o declining heght envelope at house, hatched Elevation: East - Revised Declining Height Envelope 1 /8" = 1'-a, 1 /8" = 1'-0" 2015-02-13 ,Planning Re-Submleal 2015-04-07, PI—Irg Action Submiaol Elevation: West Elevation: East Declining Height Envelope A4.4 1402 j 6 5 T T T 1 I I I I I I T.O. Paroopet Wall: 225_-6' From Avg. TA. arb : 6'710 Upper Level T.O. Plate_223'-6_' +21 =fi � Uppppeer Level F.F.: 214'-0" Lawer Level T.O. Plata: 2 ,' -+11'-0 Lower Level F.F._: 202'-0' _ Elevation: North - 4-27-15 Action meeting D.H.E. Elevation: North - Revised Declining Height Envelope L T.O. Garage Parapet: 223-j_ +21 -6 Garage T.O. flats: 221'-6' Q From Garage F.F.: +9'-0" Average 7.0. Curb: 218_65 - Ga_mge F.F.: 212'-6" +10-6' _ T.O.Basement: 211'-0' From Basement F.F.: +9�Or� I _ _ _ _ Lower Level FF.: 202'-0" 1 /8" = 1'-a, 1 /8" = 1'-9' w 2015-02-13 i Plaminp Re-SubmMcl 201 S#-07, Plamlm — Submuml Elevation: North Declining Height Envelope A4.5 1402 I Building Height: 224'-10" U er Level F.F. Plate: 214'-0" +12 Lower Leval T.O. Plata: 213'-0" +11 -0 lower Level F.F.: 202'-0' 0-0 Caroge Parapet 223'-6' +21 =6 Garage T.O. Plate: 221'-6" +Br -Or - Garo a F.F,. 212'-6' +10' 6 TA,Basement: 211'-0" +9 -0 Basement F.F.: 202'-0" +0 -o 1 9.3 J.I n Section B.S fi.4 9.3 626 7.7 6S 93 fi.4 15 6.5 Section 1.1 83 64 9.J 7.4 7.7 2 T B.7 9.S 616 7.7 8.3 3.1 7.1 9.J 7.7 3 6.4 93 9,7 93 7.1 93 93 626 7:7 9.3 626 7.7 93 9.J 83 626 9J fi,4 65 �.4 6.5 9.7 9.J 8J 62fi S.5 4 7.7 B'1 5.1 8.1 7.7 61 T.O. Parapet Wall: 224'-10" +22 _1' p $- Upper Level T.O. Plate.: 223'-6" U er Levei F.F.: 214'-0" +12 -0 - Lower Level T.O. Plate: 213'-0" „ Lower Level F.F. 202'-0' „ 0-0 T.O. Parapet Wall: 225'-6" +23 =6 * UPPer Level T.O. Plate.: 223'-6" .2 -6 U er Level F.F.: 214'-0' +12'T0 Lower Level T.O. Plate: 213-0" +in _�+--� Lower Level F.F.: 202'-0"� - o -D Keynotes Mork "a or lion DNW- l: General 1.1 Line of Basement Foundation below DNbWn 2: Slle Work 2.1 Finished Grade 2.2 Line of Existing Grade DlMOon 3: Concrete 11 Concrete Retainin Wall 3.2 Concrete Walkwa Ste . 3.3 1 Concrete Planter Wall 3,4 Canc. Foundation Slab ref. Structural Drawin s 3.5 Board Form Architectural Concrete DNblona5: Metob 5.1 Metal d iris Guardrail 5.2 1 owder coated steal shade fine 6 O.C. 5.3 Steel Deck Beam 5.4 Steel I Beam Divlston b• Wood, PlasAcs 6.1 Horizontal Wood Sidin - 6 exposure a or cedar 6.2 Wood trim ointed 6.24 2x4 Studs O 16' .C. 6.26 2.6 Studs O 16 O.C. 6.3 Wood T&G Soffit 4 6.4 Wood Fromin Raf. Frgmin Plans 6,5 3 4" PI wood Subflaor 6.8 2x8 Wood Fascia - Painted DIIII 7: IhermdI, MoblUte_ Built-u Roo/in w Graval Ca 7.2 Painted GSM Fiashin 7.3 GSM Gutter - Painted 7.4 GSM Downa out -Painted 7.5 GSM S ark Arrestor -Painted 7.7 Batt Insulation - refer EnergyCalculations DMslon 8: Dori. Wlntlovn 8.1 Aluminum Clad Wood Window refer to A1.2 8.2 Aluminum Clad Wood folding door system refer to A1.2 8.3 Aluminum Clad Wood Door 8.4 Glass panel w Frosted Glazin Divbbn 9: Finishes 9.3 5 8 Gyp Board Painted Melon 16: Bectdcal 16.1 Exterior Wall Mounted Light Fixture Max. 40 Watts 2015-02-13 Moaning Re-Submlaal 2015-0447: Pkeed, Adion Submmal Sections A5.1 j� R e al I 1 (E) Retaining wall (N) Pool equipment etrudture. Max height 5'-0' Site Section Bottom of 2874 neIlside Dr. window of 232.22' a Edge of 2874 1 — — — — ,a E; 0 rc 1 I driveway I 4rn Garage Stain Bedroom 3 I Ysta Lane (N) Drveway 1 12R elope 1 Basement Main Betlroom 1 _ Line of (E) Grade (E) Retaining wall Line of Proposed grade Proposed Pool Proptpocatc Site Section , /8a = ,'-0 2018-02-13 i Plamine Ra-Ubminal 20I84I4-07 r PlamUg P . Svbminal Site Section A5.2 1402 3 I I I I 1 I Semi Landscape Plan L 'YOYV`YY�' (E) 5' wire fence with 3' wood v--F retaining wall A 8 ST to odnect to .(E \ E) , of Livi Oak 200 inch die. and 6.8 1 sh .tot remai �� (N) D.G. (N) Semi Pa.. (E) tree (E) tree New FI \ FF EL:: 20 202. O �O 2 � 1 o ' (N) A E fo 6 o fence old this property ,no W � _ . 15' Plants& Shrubs Common Name Botanical Name Sue OCaWanla Ulm ("Ray Hadmon°) Cearailn. 15 gal. OB aderbeny Sambucus 5 gal. © Wall/ Blue Curls Tdchostemo Lonotum 1 gal. Spurge Euphwbio 1 gal. Rear se ackk1 f r I v V B 3) 176.8 x O Carol Me Heuchera Rats © Butterfly Bush Buddlelo 1 gal. © A@— Agave ABenuoto 1 gal. Q Mamanda AnClostaphylos 1 gal. (N) Retainirtq W611J \!\ \ Edge of pool �- SwiI=oolc mming,ret water level F EL: 198.00' y\' with power oi. —plying with y o ASTM vF IS PrQr \ { .per 2013 CBC 310g.4 Shaded area is 30" 'above Counted = a grade. -r Wards. lot ;_ may_ ccvarage— Nev,Cit concrete FF EL: 198.00' ose '� � l \ (N) Lawn C (2) I( 3) - (N) Semi Pervious Nev; Wood b ¢7 Pavers 4 Pervious Paving path connecting to 8 Vista ) D.O. - LaneCY_ _ H Whigh. Prow a sound insulatio in order to p vide no more t an 5 dbo above mbient level, r a 24 hour period. Qd Lavender Lovondulo Hats 0 sage salvo riots © sea Thrift Anneda Month— Rah 1 70 R 1 Planting Notes 1. Irrigation system shall be installed and fully functional prior to installation of any planting. 2. Existing topsoil shall be removed from work area and stockpiled to be used for finish grading upon completion. 3. Topsoil m excess of that required for finish grading shall be stored on site or disposed as directed by Owner. Waste excavation from foundationtrenches that is not suitable for landscape use and is in excess of that required for foundation backfill shall be removed by / Contractor. 4. Existing landscaping shall be protected as required to prevent any damage to plants and trees unless specified for removal in plane or by Owner. 5. Protect existing trees in work — with fencing and barricades. Barricades shall form a minimum encompass all sides of the tree and provide a min. V clear from the base of the tree. B. Protect existing roots during excavation. Ensure that equipment is placed outside of drip line. 7. Provide watering of exposed roots during excavation. Backfill around exposed roots shall Include previously removed topsoil. 8. Installation shall Include a new automatic irrigation system th h t roug ou . 9. All landscaped and hardscaped areas shall be graded and finished, sa as not to drain onto adjacent properties. Ref N 10. Landscape is classified as Tier 2 per Section 18.17,020 of the True N water Conservation and Landscape Regulation.' Pla"I Malellal: 11. Turf area may not be more than 25% of the landscape area. 12. Al least 80% of the plants in non -turf landscape areas shall be native Plante, Icw water using P'snre, or ne-caster using plants. 13.. Tud shall not be planted an slopes greater than 25% of the landscape area. 14, rim-pnone plant mateidals and highly flarrmoble nalchw will not be weed. 15. Invasive and/or noxious plant species will not be uswd. Mulch; 16. A minimum two-inch loyal of much will he applied on all evpoeetl soil surfaces of planting areas. Soil Amendments: 17. Sail amendments, such as compost, wilt be incorporated according to the soil conditions at the project site and based on what is appropriate for the selected plants. Tree Trimming and Tree Protection Plan shall be supervised by an on -site orborist and done in accordance with arborist report. Irrigation of Oak Tree msut be completed before construction begins as mentioned in orborist report. Tree protection must be in place before any demolition beings. Contact City Arborist when irrigation is occurring and when has protection is in place. 2015.02-13: Planning Re -Submittal 2015-04-07 :Planning Anton Submittal Landscape Planting Plan L1.1 1402 Irrigation Plan 1 1 /8" = 11-0" Irrigation Notes 4ripOtlan system: 1. Irrigation system shall be Installed and fully functional prior to installation of any planting. 2. Automatic irrigation controllers that utilize either evapotranspiration or soil moisture sensor data for irrigation scheduling will be instolled. 3. Sensors, either integral or auxiliary, that suspend or alter irrigation operation During IpifdVbtable Webtber call will be iMtalled. 4. the irrigation system will be designed to prevent mnaff. low head drainage, overeproy, or other similar conditions. 5. In areas with slope greater than 25% and within 24—inches of a non —permeable surface, or in narrow or odd shaped areas that are less than right feel in width, law volume irrigation will be installed in mulched areas, S. Irrigation systems shall be designed, maintained, and managed to meet an overage landscape inigalion efficiency of 70% or more. 7. Irrigation shall be scheduled between B:00 p.m. and 10:00 a.m. B. Instoll all piping and valves in common trenches where feasible and inside planting areas whenever possible. All valves shall be located in groundcover or shrub drops, 9. Install irrigation in accordance with local codes and manufacturers specifications. Notify Architect of any conflicts prior to installation. 10. Connect backflow assembly with the point of connection using brass Fittings. 11. Instal l sleeves at the necessary depths prior to pavement installation. Sieving shall extend l'-0' from edge of pavement into planting areas. 12. Install controller per drawings and fasten securely to wall. All above grade conduit either low voltage or line voltage, shall be rigid steel and securely fastened to structure and controller. Nydrozone: 13. Each valve will irrigate a hydrozone with similar site, slope, sun exposure, soil conditions, and plant materials with similar water use. 14. Sprinkler heads and other emission devices will be selected based on what is appropriate for the ploy type within that hydrarone. 15. Where feasible, trees will be placed on separate valves from shrubs, groundconm and turf. Irrigation Legend Water Meter © Back/low prove— © Inrigation Controller eRemote Control Valve — sprinkler Drip Valve Assembly — — — Mainline — schedule 40 — — — — — 1/2" drip distribution line U C Qs U _N U U Q m C 0 For CIO t;€ .� u �0 <6 2015-02-13. Planning Re-Submeml 2015-04-07 , Plamirg Ad. Subsoil Landscape Irrigation Plan L1.2 1402 1 12 Yefa U" OurArgame 2 ADM 30, A14 U Viata Ln., audirgs— 3 April 30, W14 Tree Survey Proposed Construction Plan Review and Tree Protection Plan This Sped" Diameter Condition Height Spread Comments On April 23, 2014, 1 reviewed the proposed construction plans for the above site. During # (Common) (inches) (percent) (feet) (feet) my review. I found that the proposed project will include the construction of a two-story Mayne Tree Expert Company, Inc. dwelling that will surround tree#1 and treas#2 and#3 will be within the footprint of the 1 Coast Live 17.7, 16.8, 55 20 45 Four -stem at base with a cavity in home and will need to be removed prior to beginning the construction project. In U isaen roar —TE co." -1I 1, R. No. —lu Oak 16.6, 13.4 the middle of main attachment; roof Tialso wescrlex • ecxrlm 11 Asaoxors • xasT 1-Timl ADVISORS ANu orsahr<ias crown covered: thick healthy and one dition sstemawill nne d oval to be f thetwo significantly rand to acctwo stem. of ommodat1 will e ed tproposedbremovd canopy with interior deadwood t p f xmsexo t.. RUNnrxroN a35 ekwAro xoao. Ste, A PY building, The removal of the 2 southeast -leaning stems end the pruning of the stem to � pcume�r 9ANGRl.09. CA Plptae311 included bark between the two the southwest should increase circulation to the remaining canopy and potentially INAW V INnAUS TElkpNtnra. rbHll wl�Aaa southeast leaning stems, increase its vigor. In summary, I believe this remaining N „ n.i io INCIIMIIP: tsxJr sv.su3 g ry. g portion of the tree should survive c xauu. • April 30, 2014 E11+A.: rRr on..meaax a 2 Coast Live 6.9, 6.3 50 20 24 Two -stem. at 1 foot; root crown with minimal stress. ^- Oak covered: canopy leans significantly = to the southwest; abundance of I recommend the foundation nearest to ties #1 consist of a pier -and -grade beam -type Mc Wayne Lin wefoundation. This Q Dreikng Terrones Architecture Inc. interior deadwood; poor form and type of foundation will have the least impact on tree ill's root zone. 1130 Juanita Ave. good vigor m Due t the unusual grade around the perimeter of tree #1, great care should be taken e Burlingame, CA 94010 3 Coast Live 3 0 6. 3 50 20 21 loodomThree-ant t the base; not to backfill, cut, or significantly change large portions of this tree's root zone. All tree O` Oak 3.0, 6.3 cdominant at 2 Feet; root Gown work performd, as a result of this report, should be done by a qualified licensed tree Dear Mr. Lin, covered; canopy leans significantly care professional. to the southwest; abundance of « o RE: 12 VISTA LANE, BURDNGAME Interior deadwood. Tree Protection Specifications C q @ F At your request, 1 visited the above site on April 23, 2014. The purpose of my visit was ®•` V Q2 to identify inspect, and comment on the trees located on the site. Included in this report Observations 1. A protective barrier of 6-foot chain fencing fencing shall be installed around the m rL8 rty P dnpllne a byt e P treed A. The fencing can r moved within the dnpllne lt 0 is a plan review and tree protection plan for a proposed construction project. All three trees on this property are located in a small valley in the middle of the property. authgrized by the Project ArbonM or the City Arborist, but not closer than 2 feet There is a substantial amount of construction materials under the canopy of the trees at from the trunk of any tree. Fence posts shall be 1.5 inches In diameter and are Limitations of this report presentto be driven 2 feet into the ground. The distance between posts shall not be This report is based on a visual -only inspection that took place at ground level_ I accept Tree #1 is a four -stem Coast Live Oak located in the middle of the property. The more then 10 feet. This enclosed area m the Tree Protection Zone (TPZ). no responsibility for any unknown or any unseen defects associated with the trees on 4 stems of this has lean away from the center at their main attachment This type of 2. Movable banters of chain link fencing secured to cement blocks can be this sae. growth has created a small cavity between the stems that accumulates leaf litter and substituted for "fixed" fencing 0 the Project Arbonat and City Arborist agree that Method other organic material. Periodic removal of this gathering material will decrease the the fencing will have to be moved to accommodate certain phases of potential for fungal attacks to occur. There is a moderate amount of interior deadwood in constrtttdion. The builder may not move the fence without authorization from the Each tree on this report is given an identification number, which is scribed on to a metal the canopy and excess and weight on the lateral limbs. Project Arborlst or City Arboriat foil tag and placed at eye level an the trunk of the tree. This number Is also placed on the provided site map to show the approximate location of the trees on the property. The Tree 02 is a two -stem Coast Live Oak whose growth has been suppressed by the large 3. Avoid the following conditions. diameter for each tree was found by measuring the trunk of the tree at fifty-four inches tree #1. This situation hall caused the tree to grow to the southwest in a search for DO NOT: off of the natural grade as described in the Burlingame Heritage Trae Ordinance. The sunlight, There is an abundance of interior deadwood present and the root crown of this height and canopy spread has been estimated for each tree to show their approximate tree is covered. a. Allow runoff or spillage of damaging materials into the area below any dimensions. Each tree was given a condition rating; this rating is based on form and tree canopy. v, tality and can be further defined by the following table: Tree 43 is a multiple stem Coast Live Oak located very near tree #2. The canopy of tree b. Store materials, stockpile soil, or park or drive vehicles wdhln the TPZ. #1 also suppresses this tree, which has caused most of this tree's canopy to grow 0 - 29 Very Poor towards the southwest. Leaf litter and other organic material cover the met crown of this c. Cut, break, skin, or bruise roots, branches, or trunks without fire( obtaining 30 - 49 Poor tree and there Is an abundance of interior deadwood. authorization from the City Arborist 50 - 69 Fair d. Allow fires under and adjacent to trees. 70 - 69 Good Routine maintenance of all three trees is recommended. This maintenance should 90 - 100 Excellent include root crown excavation, deadwood removal, and end weight reduction. If I can be e, Discharge exhaust into foliage, of further assistance, please contact me at my office. f. Secure cable, chain, or rope to trees or shrubs. Lastly, a commerrla section has been provided to give more individual detail about the g. Trench, dig, or olherwiae excavate within the dnpllne or TPZ of the trees) trees- without first obtaining authorization from the City Arbonsl. It Apply soil stenlants under pavement near existing trees. 12 Vwie Lri , auranleme 4 April 30, 2014 4. Only excavation by hand or compressed air shall be allowed within the driplines crimes. Machine benching shall not be allowed. 5. Avoid injury to tree roots. When a ditching machine, which is being used outside of the ddpline of trees, encounters mats smaller than 2 inches, the wall of the trench adjacent to the gees shall be hand trimmed, making clear, clean cuts through the roots. All damaged, torn, and cut roots shall be given a clean cut to remove ragged edges, which promote decay. Trenches shall be filled within 24 hours, but, where this is not possible, the side of the trench adjacent to the trees shall be kept shaded with four layers of dampened, untreated burlap, wetted as frequently as necessary to keep the burlap wet. Roots 2 inches or larger, when encountered, shall be reported immediately to the Project Arbonet, who will decide whether the Contractor may cut the root as mentioned above or shall excavate by hand or with compressed air under the root. The root is to be protected with dampened burlap. 6, Route pipes outside of the at" that is 10 times the diameter of a protected see to avoid conflict with roots. 7. Where it is not possible to reroute pipes or trenches, the contractor shall bore beneath the dnpllne of the see. The boring shall take place not less than 3 feet below the surface of the soil in order to avoid encountering "feeder' loots. 6. Any damage due to construction activities shall be reported to the Project Arborlat or City Arborist within six hours so that remedial action can be taken. Sincerely j SOCIETY pF sogsY A lly �Bo9a JeromeyA Ingalls Ceniliad Ar onst WE #7U76A �! via 10167016q JAI'.pmd k ce9�4'YE0 APFpPSA Tree Protection Fencing fr o ;a].,w ;JI.a1 aor.r9. WAtl :._ zaa. f -2a� ... la&re uz,r a.Haraa' P I93.40 -- ..1p3,r8 ye p armODnT 1�9@i F'FMi' 14 �a 1U. ' _ 20029 31100 VeAs•'- acw.esr • ms.da ) rs'Yx nsra^ ow ,. '' ... ao3 Jv / I➢7.Oa isfsv teal, (+a�v Ja• vus+' cvurs � �]9 .rap.ep 1pa.ea aa+ 1 aossc''' PARCEL 1 'm' a1e,u 91-12 (79 PM 561 zaras esse„ I1aa:aa E1a.Jb sx0.S.]a 5 21q.31 1U9.9a .aDs.e] ♦ M5,99 yN I 1lab3 s/ ®. .m.. �r.rs+.� `- :� a ,�,a1os'4o SJ4ea"- -An" _ e s .r '^!� Ibd B9 146a •7e.]Da �gpp'>•p'i. --�___ __••f --y 4aS09 , Tree Protection Plan N.T.S. Mayne Tree Arborist Report AR 1.0 140 Kielty Arborist Services P.O. Box 6197 San Mateo, CA 94403 650.5154783 January 29, 2015 Dreiling Twrones Architecture, INC Attn: Mr. Wayne Lin, LEED AP 1103 Juanita Avenue Brmlittgame, CA 94010 Site: 12 Vista Irene, Barlmgame, CA Dear Mr. Lin, As mclwated on Wednesday, January 21, 2015, 1 visited the above site to inspect and comment on the treca. A new home is planned forthis site and your concern for the health and safety of the trees out site has prompted this visit. Method: All inspections were made from the ground: the tree was not climbed for this inspection The trees in question were located on a map provided by you. The trees were than measured for diameter at 54 inches shove ground level (DBH m diameter st breast height). The trees were given condition rating for farm. and vitality. no hoses' condition rating is based on 50 percent vitality and 50 percent farm, ruing the following scale. 1 - 29 Very Poor 30 - 49 Poor 50 - 69 Fat 70 - 89 Oood 9U - 100 F.xccllent The height of the tree was rneasur d using a Nikon forestry 550 Ilypomeler. 'lire sp—J wax p-od off. Coxcombs and recommendations for fulwc maintenance we provided. 12 Vale Law, B alvigame, CA Jra..y 29, 2019 Normal irrigation should he maintained throughout the entire length of the project The native oaks on site should need no additional irrigation unless not zone is traumatized, if the root zones an damaged irrigation should consist orsurface flooding, with onough water to wet the entire root zone. If fires reel zone is traumatized this type of irigaton should he carried out two timea per mesh during the warn dry goes tit. The oak true #2 should be fcnilizcd with a total of250 gallons of 22-14-14 two weeks prior to the at.%of construction. 'Ibis information should be kept on site at all times. 'Ilia inPormffiion included in this report is believed to be true and based on sound arbcriculfural principles and practices. Sincerely. Kevin R. Kicky Certified Athwart WE#0476A tcuL aaannsTSasvums P.n.ax6181.fim trlw. CA 91aa3.'roc. (aW) II51.1 W . FAx Mso) SIS.IAd9 kkvba�N- awhw.� -a- 12 Visa Lam, Budragaar, CA Jenvarp29, 2015 Photo of the group ofthtee oaks thatwill be affected by the proposed construction. The two small oaks will be removed atul the burger oak will be heavily trimmed. Survey: Tree# Species DBH CON HT1SPCmmneots I Coast live oak 9.7.8.3 45 (Quercus agrtlblia) 2 Coast live oak 9.1.6.5. 45 (Quarcus agrtmia) 3 Coast live oak 17.7-17.0 (Quarcus agr{Nlq) 15.7-12,7 underlined leaders will be removed 25/20 Good vigor, poor form.leans, south, poor crotch at 2 feet. 25120 Good vigor, poor foffi, suppressed by #3. 35MO 0tod vigor, poor form, Multi leader at base. Mufti leaders may be re -sprouts from. removed tee. Observations: The site has 3 multi leader liveoaks together in a dump. The smaller tree M and #2 are suppressedbythelargertree#3 Thetwo oaks have poor to= and twill always be poorly shaped. Tree #3 appears to be sprouts froma removed oak.pp—moa sly 2540 years ago. The four bunks with a flat area between them is possible evidence of this. The site has had no grade changes and the root crown is well exposed. Dehats bas-been stored at the base of this tree far some time. Two large leaders that willbe removed to facilitate cotstntr Pion. The two smaller oaks in doe baclgrvnud will also be re nov d. ltummary: The proposed coastiucnon will require the removal of trees #1 and t2. The trees have po or form that cannot be corrected by trimmiagand the removal is warranted. The larger oak #3 has taro large leaders that effiebd will into the footprint ofthe proposed house. The two leaders of 15.7 inches and 12.7 inches will have to be removed tolitahtatelbeconstruction. The remaining two leaders will be lightened and thinned, The foundation for the home will be several feet flnm the trunk of the tree and root loss is eaxonarsxrwresa ➢.0.6o<6tar,Sm Mavo,rA 94W3• tQ {53o)31314a4• PAx (630)9fSU� rimA¢M96ramMo.<am 2- site Ma 12 Vulal.em, Badirgava, CA Jaaaary'W, 2015 expected to be minor to moderate. All excavation within the root zone of oak #3 will be done by hand, and will be supervised by the site areonst. The proposed constuetion will require heavies than normal trimaung for the live oak (50-60 percent of total canopy) and a pemtit will be required far'. this work. 71betreewd1survive ihetrimming and tlu• mnstiucvon but will be alighdymminsper, Them—buildrng-11 shade the trek helping to prevent sun scald on thtmposedtunks Thetrashouldbe inspected by an arbonst regularly and maintattedasweded. Powderymildewund decay atthebase are always a concernwhen heavier, than normal irimrmng rs camel o m on ae—thve oak The retemion a flhe oak will provide some screming for the. neighbor to the northwest mad should be visually appealing. The following tee protection plan.will help to minimize impacts to the remaining tree. Thebawuroak#3. The tree appwrsto be sprouts form a tree cot to ground level yearsage. The two trunks on the left will berenaved to facilitate mrstrurtion. Tree Prat.91- Plan: Tree protection zones should be established and maintained throughon the entirelength oftheproject Fencing for protection zones should be 6 fret tall metal chain link type supportedby steel pipes poundedmto the ground. Tbelocahon forprotective fmcing should be as close to the dripline as p..bl a still all owing ro ore for construction to softly continue. No equipment m materials should be stored ar dewed inside protection zones. Any routs to be nut should be monitored and documented. Large mats arlarge messes of roots to be cut should be imspectedby the site arbodst Theatearboristmayrecommend irrigation orfertilizing at thattime. Cutall coats dean with a saworlrppars. Rrotstobe left exposed for a period of time should be, covered with layers o fbttrlep and kept moist. Tretdung For tnvgatton, doctrinal, ttrapago m rep other raasoq should behontl dug ohm bareath doe driplineofdesired lsees. Head digging and careful placrmartofpipes below or beside protected roots will dramatically reduce motloo, thus reducing trauma todearedtrees. Trenches&houldbebwkfiUedwsomn possbleuangnabvema[coals andwnrpactedtonear-giaallevels. Tresrches to be le@openvath exposed roots shall becoveredwlthburlapandkeptru ist. Flywrrd lad overtlretrearh willhdp to protect roots below. Tree Species Plan ➢.O.ae.a199,4a Nxo, CA arWr• 9Q.(d9!)atila4. FAY(650)Sr51139 -3- i win ear-.. _.r. R_.._�.. ......... �'• w..tit=,y,.st'•s��'y'.�.^a'�'t �� .,,... ..—_.�____. - ay.en.m snmracw.waw N.T.S. xE �z CU Kielty Arborist Report AR 2.0 1402 n n I i I I FOUND 3 4" IRO _ PIPE WITH PLASTI PLUG AND TACK LS 5304" F ztq I 214.65 p ° s yeo 215.3 I / /6 -- I L 27.02 ' 1 n, 0336'00" I L=13.06 21 Z w i % 21 1 , I L=15.77 X=01'48'24} 11� \ I io I .5' lt 1220 i 11L 2 9.37 ' 3 L- � II E GE OF E%ISTII{ P VIED ROAD I 10 w 2p I CH NK FENCE LtJ I _ _—_ x .� FOUN PIPE WI 4" R S C �l 28'44'59" E PLUG AND T I 0.37' "LS 3451" I .Ro LEGEND: GONG. CONCRETE EP EDGE OF PAVEMENT CO SANITARY SEWER CLEANOUT Jp JOINT POLE E8 ELECTRIC BOX P.S.S.E. PRIVATE SANITARY SEWER EASEMENT SSMH SANITARY SEWER MANHOLE PRIVATE STORM G.B. P.S.D.E. GRADE BREAK DRAIN EASEMENT TW TOP OF WALL TIN TOP OF WALL {. TREE F-2201 NEW CONTOUR Y HYDRANT INV. INVERT WATER METER �Wn/M pa WATER VALVE E ELECTRIC LINE G— GAS UNE -SS— SANITARY SEWER LINE tm STORM DRAIN LINE TG TOP OF GRATE C.O. CLEANOUT FF FINISH FLOOR FL FLOW L114E le V\b Ex' ting ouse F otprin I I I I FOUND 3 4" IRON PIPE WITH PLASTIC CITY COUNTY M!T \ PLUG AND TACK, y—y LINE LS 5304" 190.45 ' n _ C. XIST 5' WIDE P 76 PM 78 i ' PROTECTED THE PER CITY ARBORIS 12 VISTA A NE PARCEL 1 10,456 f S. . N F 8 VISTA LA E PARCEL 2 10,602 f .F. N N NE 4" SEWER ryory S� L RAL — N 34'56'00' a -- - i93.e CITY OF BURLIN CITY/COON Y LIMIT LINE OWNER AND SUBDIVIDER: DENHAM LLC & HOYA INT., LLC 851 BURLWAY, SUITE 710 BURLINGAME, CA. 94010 TEL.(650)579-4994 ZONING: R-1 UTILITIES: GAS: PG & E ELECTRIC: PG & E SEWER: CITY OF BURLINGAME TELEPHONE: AT & T CABLE TV: COMCAST HRE PROTECTION: CITY OF BURLINGAME WATER: CITY OF BURLINGAME LAND SURVEYOR AND CIVIL ENGINEER: MocLEOD AND ASSOCIATES 965 CENTER STREET SAN CARLOS , CA. 94070 TEL.(650)593-8580 _UY 41� 166g BR/GK FOUND 3/4"IRON 1 F SS TAG PPE WITH PLASTIC 176.87� x 0 ENCE,ON TOP m PLUG AND TACK "LS 5304" y9� 4" - - 184.04' - _ CI T 45 OF 1 S86'22'00"E r 10OQ\ 5.62' 1 PR OSE \ LOT INE EXISTING \ io PARCEL \\ i� ig I PARCEL B i 76 PM 78-79 1 i 0 R- L 125.00 I - 79.49' I I PROPOSE S.E. I I AND P.S. D.E. FOR THE BENEFIT OF PARCEL 1 I IN Id I to I I I� I I N 1 181.0 S49'56'00"E I TG 28.38' I " SS SS SS VA-- — _ NO34"IRON EXISTNG0=-0'"P' PIPE WI PLASTIC 5' P.S.S.E. R = 225.00 PLUG AND TACK NEW 6' SEWER AND L = 0.81' "LS 5304' LATERAL P.S.D.E FOUND BRASS TAG CONCRETE DRIVEWAY "LS 5304' GHAYHIC SCAU ( IN T'E6T ) 1 teach - 10 tL LAND 4��D'Wo`sG va o No. 5304 xp. 12-31-2007 �4TP NO-.. DESCRIPTION _. BY... I _. By'- -- o— 1 DATE 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 BURLINGAME SAN MATEO COUNTY CALIFORNIA PREPARED FOR: DENHAM LLC MACLEOD AND ASSOCIATES CIVIL ENGINEERING " LAND SURVEYING 965 CENTER STREET. SAN CARLOS CA 94070 (650) 593-8580 DRAM 6y, AAP SCALE: 1'= 10' DRA'MNG N0. ❑ISIGNED Iar we DATE: A17e6 ,T6 7 -- 174Z-TENT 'NECKED BY: D,W App D. SHEET 1 OF , z F OWNER: JIAN ZHANG z Llr 274.00 I WATER I METERSI 3 FlRE HYDRAN 215.59 13 re 13 I (V I Z I 217.83J. � I I Q 3 O °I 3 el o III �I 220.191 LOT AREA: PARCEL 1: 10537t SO. FT. (SHOWN ON MAP 79 PM 56) BUILDING ` 1 \ \ 205.03 \ 200.04 BUILDING 5' WIDE PRIVATE UTILITY EASEMENT AS SHOWN ON 76 PM 78-79 TOPOGRAPHIC SURVEY GRAPFUC SCAU12 VISTA LANE (IN FM) CITY OF BURLINGAME 1 J-h - 10 1L SAN MATEO COUNTY - CALIFORNIA SCALE. 1" = 10' JUNE 2014 1 I I 201.47 200.23- j'-2' WOOD RETAINING WALL I \\ I .�797.`56` -1T9975.04521055\ 203.36 IrI14%15%1VAK. \\.84 2�12`00 \ 02.3+201.35 '4\`14.1r-_ Q--S p0/ "+ 199.80 +198.77 2054 3 \ I \ �\ \ \ °+ 204.61 -- N \. I \ 210.29\ 208.17 \ 206.94 \ \ 216.35 I 214.42 \ 206.50 \� \\ 213.24 \1 21424 �209.98 J \ +, / s+ + 206.87 *�206.40 218.69. _ 2114. 69 t1 J 208206.4E I +220.26 221.06 I I I I I 222.08 I I I I I I I I I 3 I I I 3 .+�"' 203.89 �. 204.30 \ \ 204.41 \ \ 3 PARCEL 1 \ \ (/ 9 PIYI :7(J\ \ \ ` + 201.64 �199.51+ 206.45 \ + 204.49\ + 203.70 1 + 205.99 II S34 55'00'W - 193.47' _ _ + 203. 06_ I + 200.79 t � 1 f 205.96 I i F205,65 ' + 209 6z PARCEL 2 +205.54 / / - +zo2.6n � (79 PM 5E) + 197.34 NOTES: 1. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. 2. BASIS OF ELEVATION: ELEVA77ONS SHOWN ARE BASED UPON AN ASSUMED DATUM, TOP OF FIRE HYDRANT ELEVATION - 218.01' 3. ACTUAL TREE TRUNK LOCATIONS ARE SHOWN. DRIPLINES IN AREAS OF PROPOSED CONSTRUC7ION SHOULD BE FIELD VERIFIED. TREE SIZE AND SPECIES ARE APPROXIMATE. 4. BASIS OF BEARINGS THE BEARING NORTH 34'56'00" EAST ALONG THE NORTHWESTERLY LINE OF PARCEL 1 SHOWN HEREON WAS TAKEN AS THE BASIS OF BEARINGS FOR THIS SURVEY. LEGAL DESCRIPTION PARCEL 1, 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 k 57, F7LE NO. 2010-900080, SAN MATEO COUNTY RECORDS BUILDING '( \ 190.45 I + 784.35 I � t +185.13 1' 90.64 186� 6 15 / +184.94 185.69 / / % + 182.22 19307 / t 7,87 182.73 191.IiD 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 I HEREBY STATE THAT THE TOPOGRAPHY SHOWN ON THIS MAP IS BASED UPON A SURVEY MADE BY ME, DYLAN M. GONSALVES, PLS 8475 THIS 271N DAY OF JUNE, 2014 1 FURTHER STATE THAT TO THE BEST OF MY KNOWLEDGE ALL PROVISIONS OF APPLICABLE STATE AND LOCAL ORDINANCES HAVE BEEN COMPLIED T d WITH. 0 COIVSI'� No. 8475 �P f 7 .A1. i; - -- 8-11-2014 � DYLX e N M. GONSALVES DAIS �Op �{b U M� CD o r� 1 1J 117 i. =rnN oaw� O Q J = � d � n oEo��� Kz °w t2-h'i , rimmo aU a,3-°° `i m Et v n «m E rnu c j o.o i Ed ■111 gun ` Q Z a � ^I Q J LQ Q Z J m o� U 2 I ~ f1 V) O o U C,g a N >- O^ w W 2 O N SHEET--I- OF 1 SHEETS ORIG.DWG: 2-29-2012 REV.DWG: 8-11-2014 JOB: 10-75 GrceaPuMt09 �_.nr...�w w.r PPMIS R4 fA1Pf11 .�4'eti.a�....tme,��r.r+rr.:uwh.pMu�.,.duu�MPN�R4�.M �_�u •� .� s u 00-agency 00-agency 0- W a g�Vy\ADP4-05-05- O E o m ` m U p j e O 9 / O E N w 3 N S z Z 2015-02-13 , PI —In Re4ub.1.1 2015-04-07 , PI..%g Mr- Sub,. tal Greenpoint Rating Checklist Form G 1.0 1402