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Home My WebLink About2656 Summit Drive - Plans• � r .� guner residence 2656 summit drive burlingame, california diebel and company architects ._1_� .� �., � �� ,� GC i �, � 10�8 �� r��n:.,a�.�� CBJ-+='� s,r�h;t?:�a �i'�'. L 0 � � :� , & EQ equal MAIN� ��aintenance 5 sink and ' �� sL EOl1IP �, �� ent h1k5 m-�ny Sr sohdcare ' Al [ontlihr,�i�,iy F%iR � ed MAi m tenal SCHED :che[ule v(�� 9 Rco�m RnoR� Name �B anchor bo1[ EXG existing MAX maximum SD soap dispenser � I 102 I Room Number angle EXP exposed MB machine bolt SEC section ADJ adjustable expansion MC mechanical SP square feet AL aWminum EXT ex[enor contractor, SH shelf, shetving Oi Detail Number ALUM aluminum medidne cabinet SHGL shingle AB � ALT altemate FAU forced air unit MECH mechanical SHR shower Sheet Number ANC anchor FB face hrick MEMB mem6rane SH7 sheet AP access panel FD ftoor drain MET metat SHTG sheathing ��_ APPROX approzimate FUN foundation MTL meGl SIM similar � SecHon Numher ARCH arthitect (ural) FE fire exfinguisher MFR manufacturer SL slid (er) (ing) A;�3 Sheet Number AV audio visuat FFE finish floor MH manhole SNT sealant etevation MIN nimum SPEC specificatlon B bnck FfL finish ftoor level MIR mirror SQ square � Elevation Num6er B� hoard FIN finish (ed) MISC miscellaneous SST stainless steel BDG 6ridging FIX fixture ML match line STD standard A3'� Sheet Number BIT 6ituminouz FL ftoor (ing) MO masonry opening STFR sHffener BLDG 6uilding FLG ftash (ing) MSRY masonry STL steel BLKG hlacking FOC face of concrete MTD maunted S70R storage ---- - Pmperty Line BM beam FOF faceoffinish MIIL mullion STRUC structuce,structural 6ench mark FOM face of masonry MW microwave STR structure, stmctural Sethack or Easement BOT 6ottom FOS face of stud SUSP suspend (ed) (sion) Line BP building paper FP fire proof N north SV sheet vinyt � Fence Line BR hedmom FR fire rated (N) new SW shear wall � BftG 6eanng fire ce[ardant NIC not in wntract SYM symmetricat BTWN 6etween 6ame (d) (ing) N0, k numher SYS system Hidden Line BUR built-up roofing F7G footing NOM nominal FUR furr (ed) (ing) NS nomstip T tread Center Line C steet channel FURN furnish (ed) Ni5 not to scale TB towel bar CAB ca6inet TC trash compacmr CAV avity G gas OC on renter T&G tongue and gmove ��45- - Existing Contour CB <atch basin GA gauge OD outride diameter TEL tetephone �L center line GALV galvanized OFF oHice TEMP temperature, tempered 'g!- Prnposed Contour CEM cement GB grade beam OH verhead THK thick CER ceramic gra6 bar OPNG opening THR threshold CFLG counterflazhing GL general OPP opposite TOB 2op ofbeam � ELevallon Datum CHAM chamfer mnhactor OV oven TOBM top of beam CI cast imn GFCI gmund fault TOC top of concrete W cons[mction joint circuit intemptor PB pmtection board top of mrb +�o�-o� ��sting Point Elevallon G7T mntroljoin[ GL glass / glanng GBD partide board TOF mp of footln9 CLG ceiting GPBD gypsum board PC precast T�M top of masonry CLO cLoset GSM galvanized sheet PERIM penmeter TOMAS top of masonry CLR dear (ance) metal late TOPL to f tate �� P�oposed Point P p ° P ElevaHon CMU cancrete masonry GYP gypsum PL pro0erty line TPD [mle[ paper dispenser umt PLAM plasNc laminate TPH toiLet Daper holder COL mWmn HB hose bib PLAS plaster TS tube steeL A Column/ Grid line COMP compontion HC hoUow core PNL panel TSL top of slab CONC concrete HCPD handicapped PRKG parking TST top ofsteel CONN connect (tion) HDR header PNT paint (ed) NP typical O CONST constmc[ion HOW hardware PR pair 1 WindowIdentlficaHon CONT continuous HM hdlow metal PSF pounds per square UNO unless noted otherwise CONTR con[racmr HORIZ horizontal faot CPT caryet (ed) HPWD hardwood PSI pounds per square VAN vanity O Door ldentlfication CT ceramictile plyaood inch VAR varies � CTR center (ed) HR hour PT pcessure [reated VB vapor 6arrier Q CW <atd water HT height woad, point, VCT vinyl mmposition tile Revision HW hot water paint (ed) VENT ventilamr (ing) D dryer HW� hardwood PTO paper towel VERT vertical DEM dematish / dispenser VEST vestibule demolition ID inside diameter PTN partition VIF erifij in field DET detail INCL include (d) (ing) PW� plywaad VIN vinyl DF dnnking fountain INS insulate (d) VIN B vinyl base douglas fir insulatlon pT quarry tiLe UNR veneer �IA, 0 diameter INT intenor QTY quanHty VSE eneershelf elevallon DIAG diagonal UT vinyl tlle DIM dimension J jois[ R riser �N down JAN jani[or RA return air W steel wide flange DP damproofing 7ST joist RAD radius W/ vnth OR door ,7T joint RD roofdrain W/0 withou[ OS downspout RDN radiaHon WC water doset OT drain tlle KIT kihhen REC recessed WD wood DWG drawing KO knockout REF reference WDW window DW dishwasher REFR refngerator WH water heater • DWR drawer L light, linen REINF reinforce (d) (ing) WP wateryroof CITY OF BURLINGAME BURLINf.AME LAM laminate (d) REQ required WR water resistant (E) existing LAU laundry RESIL resilient WT weight CityH011-501P�imroSeRoad EA each LAV lavatory RET retain (ing) WWF wetded wire hbnc Burlingame, Califomia 94010-3997 EJT expansionjoint LD, q pound REV revise (d), revision EL elevation LDG landing RFG roofing X 6y(dimensions) ELEC etectric(al) LF lightfizture, RM room ELEV elevator linearfee[ RMV ve (d) (able) YD yard EPB electrical panel LOC locate (e) (ion) RO rough opening COMMUNITV DEVELOPMENTOEPARTMENT Planning Division PH: (fi50) 55fl-7250 FAX: (650) 6963790 hoard Li ligh[ ftWD redwood JUne 20, 2017 LWT light weigh[ AWL ram water teader Burak and Ofelia Guner 2656 Summit Drive Buriingame, CA 94010 Subject: Hillside Area Constructlon Permit at 2B56 Summlt Drive, Burlingama. Dear Burak and Ofelia, Your request for a Hillside Area Construdion Permit was reviewed by property owners within 100 feet, the Planning Commission and the City CounciL Since there was no appeal, a Hillside Area Construction Permit for a lower level and upper deck addition at the rear of the existing house at 2656 Summit Drive, zoned R-1, was approved. The project must be consistent with the plans submitted to the Planning Division and date stamped May 09, 2017. Any changes fo these plans shall be subject to further Hiliside Area ConsWction Permit procedures. All site improvements and construction work will require separate application to the Building Department. Thia approval is valid for o�e year during whieh time a building permit must be issued. An extension of up to one year may be considered by the Planning Commission if application is made before the end of the first year. Sincerely, C ��-� 'Amelia Kolokihakaufisi Assiatant Planner c. Chief Deputy Valuation Assessor's Offce (PARCEL 23 B 0.907 AC MOL PARCEL MAP VOL 4/7; APN: 027-271-290) File � mp O Exisnng Constructian � Earth Qo�Oatap GranularFill � [oncrete Metal Flashing � Steel/ MetalStud WaLL � Wood Framing (ConHnuaus) � Wood Framing (Intenupted) � Finish Waod � Plywood Batt Insulation 0 Rigid Insulallon 0 �YPsum Board/ Plaster °' Register oniine for the Ciry of Budingame list serve at www.budinpame.orp �'.° � d�r�r� ' , ,�� S�e of Work• L12�Cy Cc'ltrf f3UftinC2^.�f'�: 'he pro�ect nwlves a graund Floor add hon and remodel to [he exist�ng ho�se No ftoor po box to44 � area u added to the mmn ftoor leveL Mechamcal, pWmbmg and eLectncal work u burlingame, cahtorma � S=U � ,� incWded. . . . 94011-1044 'on4 �� ' Milds *r�� / C�rt/On Ptrrk �^,�y L ��, , .�n� � � �' � .t �d C_ c° � �-7�, Constmction Hours: � s�"/o 9„ � . . � ��i�>,. As of October 19, 2016, the constmction hours have changed. "� "Construction Hours' Weekda s 8:00 a.m. - 7:00 m. Saturda s 9:00 a.m. - fi:00 m. �V"i:,_. - Y : p. y : P. .r;+i-,; ; Sundays and holidays: No work allowed -:. �. . (See City of Burlingame Muniapal Code, Section 13.04.100 for details) "��k��'�'�� R2NC�1110 P�dll: t�. 650.558.8895 . info@Diehel5tudio.rom The Ciry of BurLingame requires a Waste Reduction PWn to permi[ constmcHon and �` � demolition projecis generatlng waste. The Plan requires reusable items 6e salvaged and removed for reuse prior to demolition, large quanH[ies of like materiaLs 6e kep[ dean f, and separate for recyding, and mined de6ris 6e taken to a mixed de6ds rerycting 2656 Summit �rive fadliry. Weight tickets and other documentation wilL be requiced to demons[rate �� compliance. Non-mmpliance may result in significant fines. ;4:Ilsbo�reuyh Miscellaneous Notes: �V;sr� Ls � �''��` 1. This project shaLL mmply with the 2016 Califomia Energy Effidency Standards. 2. Die6el and Company Burlingame Business License Numher 18146. Plumbing Line Drawings: The plumbing mntractor shail pmvide a single line diagram at time ot inspection and any instaLLation prior to Plan Check and approval is at [he con[rac[ofs risk. The diagram � . shall indicate the distance from the meter to each gas-fired appliance. Indude the size � t7� of the gas piPe to each apP��ance. Fire Sprinklers• adoa�e re:�ae��e r� . �" 1. Au[omatic fire s rinklers are existin throu hout the house and are re uired to been sidena p g g q guner re added in the area of [his remodel under a seoarate oermi[ [hrough the Fire Department for approwt prior to installation. ��,; .. .�.. 2, p 6ackftow prevention device- USC approved double che<k vatve assembly - schematic 2656 summit drive ��j; �� of water laterat Line after meter shall 6e shown on building plans pnor to approval burlingame, ca 94010 ��; j, indica6ng locatlon of the device aker the split between domesti<and fire protection apn: ovz71.z5o ' lines. � 3. Contractor sha0. ensure that the dou6le check valve assembly Por fire protection shaLL - be tested and approved by San Mateo Health appmved contrac[or prior to scheduling Water Departmen[ final. , ._ � hc.. _. \"�� jS ..�� Architect: Diehe� and Lompany � Architects PO 9ox 1044 Burlingame CA 94011 fi50.558.8885 g di e 6el@die6eLs[udio.mm Landscape Architect: CuDP�es Oesign SFudio 1756 Reliez VaUey Road Lafayette, CA 94549 925.890.5924 amy@cupplesdesig ns[udi o.wm Land Surveyor: Lea 8 Baze Engineennq Inc. 2495 Industrial Pkwy W. Hayward, CA 94545 (510)887-4086 A0.1 Cover Sheet A0.2 Constmction Best Management Practices A31 Existing Site Plan A1.2 Proposed Si[e Plan 1 A3.3 Proposed Si[e PWn 2 A21 Ezisting Main ftoor Plan A2.2 Existing Lower Roor Plan A2.3 Main Roor Oemolition Plan A2.4 Lower Floor Demolition Plan A2.5 Pmposed Main Floor Plan A2.6 Proposed Lower Floor Plan A2.8 Existing Roof Plan A2.9 Proposed Roof Plan A3.1 Eztenor Elevations A3.2 Extenor Elevations A3.3 Extenor Elevations A3.4 Exterior Elevations A3.5 E�eterior Etevations A3.6 Building Sec[ions Ll.l Concept Plan - House L1.2 Concept Plan - Driveway Slll Topographic Survey SU2 Topographic $urvey �Backwater Certificate Backwater Lertificate required before issuing building permit. Construction Waste Manaaement (2016 CGC 44.408): Recyde and/or salvage a minimum 65Wo of [he non-hazardous construction and demolition wa:te. This is not applicable to soil and tand clearinq de6ris. 201fi CGL §4.408 Building Maintenance and Ooeration (2016 CGC §4.410): An operation and maintenanre manual will 6e provided at final inspecNon. 201fi CGL §4.430.1 Pollutant Control (CGC 44.5041: At the Nme ot rough ins[allztion, during s[orage on [he construction site, and until fina startup ofthe HVAC equipmen[, all duct and o[her reW[ed air distnbufion mmponen6 openings will be rovered with tape, ptastic, sheet metals, or other methods acceptable m the enforring agency to reduce the amoun[ of water, dust, or debris that may enter the system. 2016 CGC §4.504.1 Adhesives, sealants, and caulks used on the project shaLL follow Local and regional air palluHan or air quality management distric[ standards. 2016 CGC §4.504.2.1 Paintr and coating: wiU mmply with VOC limitr. 2016 CGC 44.504.2.2 Aerosol paints and coatings will meet the Produc[-weighted MIR limits for ROC, and mmply with perrent VOC by weight of product limi[s, Regulntion B, Rule 49. 2016 CGC §4.504.2.3 �ocumentation shatL verify compliance for VOC finish materials. 2016 CGC 44.504.2.4 Carpet systems wiLL meet CALGREEN tes[ing and product requirements. 2016 CGC 44.504.23 Where resilient flooring is installed, at least BONo of the floor area receiving resiLient ftooring witl comO�Y w�th the Califomia Green Building Code requirements. 2016 CGC 44.504.4 Hardwood plywood, partictehoard, and medium densiry fi6er6oard mmposite wood products shall comply with the low formaldehyde emission standards. 2016 CGC 44.504. Interior Moisture Control (2016 CGC 44.505): A capil�ary break will be installed if a sWb on qrade foundation sys[em is used. 2016 CGC ¢4.505.2 Building materiaLs with visi6le signs of water damage wi0. not be instaUed. Wal1 and ftoor framing will not be enctosed when the framing memhers exceed 19% moisture cantent. Moisture content wilL 6e verified prior to finish matenaL being applied. Reptace wet insulation produc¢, or aLLow to dry before enclosure. 2016 CGC §4.505.3 ``ec5¢d d��hj�PC' Green Building VeriHcation (2016 CGC 4703) C-25284 ❑pon request, verifi<ation of compliance with chis code may indude construc[ion gary r. diebel documenh, ptans, specificallons, builder or installer certificadon, inspection reports, or \ '�0/19 J other methods acceptable to the BuiLding Division that wi0. show su6stantlal ronformance with the 2016 Code requirementr. 2016 LGC §7031 �ate of ca,.Eo�pa 1. Catitomia Building Code (CBC), 2016 Edition 2. Catifomia ResidentiaL Code (CRC), 2016 EdiHon 3. Califomia PWmbing Code (CPC), 2016 Edition 4. CaliPomia Mechanical Code (CMC), 2016 Edifion 5. CaliPornia Etectrical Code (CEC), 2016 EdiHon 6. Califomia Energy Code (Energy), 2016 Edition 7. California Fire Code (Fire), 2016 Edi[ion 8. California Green Building Code (CatGreen), 2016 Edition 9. City af Budingame Municipat Codes joh name gunerresidence job number 161D05 dam u.�z.v A0.1 l .nnmu �u�e. ' J � SAN MATEO COUNTYWIDE Water Pollution Prevention Program Clean Water. Healthy Community. Construction Best Management Practices (BMPs) Construction projects are required to implement the stormwater best management practices (BMP) on this page, as they apply to your project, all year long. Non-Hazardons Materials ❑ Berm and cover stockpiles of sand, dirt or other construction material with tarps when rain is forecast or if not actively being used within 14 days. ❑ Use (but dodt overuse) reclaimed water for dust control. Hazardous Materiats ❑ Label aIl hazardous materials and hazardous wastes (such as pesticides, paints, thinners, solvents, fuel, oil, and antifreeze) in accordance with city, county, state and federal regulations. ❑ Store hazardous materials and wastes in water tight containers, store in appropriate secondary containment, and cover them at the end of every work day or during wet weather or when rain is forecast. ❑ Follow manufacturer's application instructions for hazardous materials and be careful not to use more than necessary. Do not apply chemicals outdoors when rain is forecast within 24 hours. ❑ Arran�e for appropriate disposal of all hazardous wastes. Waste Management ❑ Cover waste disposal containers securely with tarps at the end of every work day and during wet weather. ❑ Check waste disposal containers frequently for leaks and to make sure they aze not overfilled. Never hose down a dumpster on the construction site. ❑ Clean or replace portable toilets, and inspect them frequently for leaks and spills. ❑ Dispose of all wastes and debris properly. Recycle materials and wastes that can be recycled (such as asphalt, conerete, a�re�ate base materials, wood, Syp board, pipe, etc.) ❑ Dispose oFliquid residues from paints, thinners, solvents, �lues, and cleaning fluids as hazardous waste. ConsMuction EnMances and Perimeter ❑ Establish and maintain effective perimeter controls and stabilize all construction entrances a�id exits to sufficiently conVol erosion and sediment discharges from site and tracking off site. ❑ Sweep or vacuum a�iy street vacking immediately and secure sediment source to prevent further Vacking. Never hose down streets to clean up tracking. Equipment Management & Spill Control Earthmoving Paving/Asphalt Work 5� �C # :: „�� '� � �� Maintenance xnd Parking ❑ Designate an area, fitted with appropriate BMPs, for vehicle and equipment pazking and storage. ❑ Perform major maintenance, repairjobs, and vehicle and equipment washinn� off site. ❑ If refueling or vehicle maintenance must be done onsite, work in a bermed area away from storm drains and over a drip pan or drop cloths big enoueh to collect fluids. Recycle or dispose of fluids as hazardous waste. ❑ If vehicle or equipment cleaning must be done onsite, clean with water only in a bermed azea that will no[ allow rinse water to run into gutters, streets, storm drains, or surface waters. ❑ Do not clean vehicle or equipment onsite using soaps, solvents, degreasers, or steam cleaning equipmen[. Spill Prevention nnd Control ❑ Keep spill cleanup materials (e.g., rags, absorbents and cat litter) available at the construction site at all times. ❑ Inspect vehicles and equipment frequently for and repair leaks promptly. Use drip pans to catch leaks until repairs are made. ❑ Clean up spills or leaks immediately and dispose of cleanup materials properly. ❑ Do not hose down surfaces where fluids have spilied. Use dry cleanup methods (absorbent materials, cat litter, and/or rags). ❑ Sweep up spilled dry materials immediately. Do not try to wash them away with water, or bury them. ❑ Clean up spills on dirt areas by divN,ning up and properly disposing of wntaminated soil. ❑ Report signific�it spills immediately. You are required by law to report all significant releases of hazardous materials, including oil. To report a spill: I) Dial 91 I or your local emergency response number, 2) Call the Govemor's Office of Emergency Services Warning CeMer, (800) 852-7550 (24 hours). t! � �; r' . � �� ' �. .... / ,T�.,�Il kl . �.. � - >',�::_�+•, ❑ Schedule grading and excavation work during dry weather. ❑ Stabilize all denuded areas, install and maintain temporary erosion controls (such as erosion caurol fabric or bonded fiber matnx) until vegetation is established. ❑ Remove existing ve�etation only when absolutely necessary, and seed or plant ve�etation for erosion comrol on slopes or where construction is not immediately planned. ❑ Prevent sediment from migrating offsite and protect storm drain inlets, gutters, ditches, and drainage courses by insialling and maintaining appropriate BMPs, such as fiber rolls, silt fences, sediment basins, gravel bass, berms, etc. ❑ Keep excavated soil on site and transfer it to dump trucks on site, not in the streets. Contaminated Soils ❑ If ar�y of the following conditions are observ�ed, test for contamination and contact the Regional Water Quality ControlBoard: - Unusual soil conditions, discoloration, or odor - Abandoned underground tanks. - Abandoned wells - Buried barrels, debris, or trash. , .:. � �,,, . . , �� ❑ Avoid paving and seal coating in wet weather or when rain is forecast, to prevent matenals that have not cured from contacting stormwater rnnoff. ❑ Cover srorm drain inlets and manholes when applying seal coat, tack coat, slurry seal, fog seal, etc. ❑ Collect and recycle or appropriately dispose of excess abrasive eravel or sand. Do NOT sweep or wash it into gutters. ❑ Do not use water ro wash down fresh asphalt conerete pavement. Snwcutting & AsphaldConcrete Removnl ❑ Protect nearby storm drain inlets when saw cutting. Use filter fabric, catch basin inlet filters, or gravel bags to keep slurry out of the storm drain system. ❑ Shovel, abosorb, or vacuum saw-cut slurry and dispose of all waste as soon as you are finished in one Iocation or at the end of each work day (whichever is sooner! ). ❑ If sawcut slurry enters a catch basin, clean � m i it up m� ed ately. Concrete, Grout & Mortar Application rM� r . � � 1i � ( �s i, � �.�`` Ia ��_._ �_— . _ I ❑ Store concrete, grout, and mortar away from storm drains or waterways, and on pallets under cover to protect them from rain, runoff, and wind. ❑ Wash out concrete equipmenUtmeks offsite or fn a designated washout area, where the water will flow into a temporary waste pit, and in a manner that will prevent leaching into the underlyin� soil or onto surrounding areas. Let concrete harden and dispose of as garbage. ❑ When washing exposed agyegate, prevent washwater from entering storm drains. Block any inlets and vacuum gutters, hose washwater onto dirt areas, or drain onto a bermed surFace to be pumped and disposed of properly. Landscaping ��}, ' "� . r-4� �"`�! �� r�-} . : /� � t: �. `� �— \\ f t .y- �� ..,�r \\ �..-�'�, k5 ��'} ! t��<��4g,-Yr'� ic� ' ❑ Protect stockpiled landscaping materials from wind and rain by storing them under tarps all year-round. ❑ Stack ba�ed material on pallets and undercover. ❑ Discontinue application of any erodible landscape material within 2 days before a forecast rtin event or during wet weather. Painting & Paint Removal l�----�-�q, ----�-', ;�. � � ; �� ;{ f.... y .�..n� jLJ Y .,�� _ � �„�-.� Painting Cleanup and Removal ❑ Never clean brushes or rinse paint containers into a street, gutter, storm drain, or stream. ❑ For water-based paints, paint out brushes to the eMent possi6le, and rinse into a drain fhat goes ro the sanitary sewer. Never pour paint down a storm drain. ❑ For oil-based paints, paint out brushes to the extent possible and clean with thinner or solvent in a proper container. Filter and reusethinners and solvents. Dispose of excess liquids as hazardous waste. ❑ Paint chips and dust from non-hazardous dry stripping and sand blasting may be swept up or collected in plastic drop cloths and disposed oY'as vash. ❑ Chemical paint stripping residue and chips and dust from marine paints or paints containing lead, mercury, or tribuTyltin must be disposed of as hazazdous waste. I.ead based paint removal requires a state- certified contractor. Dewatering � �i � ��- �� .{ � i I , ,�l '�,.i .._ � ,� +,.,),�, � 1 r^�, ❑ Discharges of groundwater or captured runoff From dewatering operations must be properly managed and disposed. When possible send dewatering discharge to landscaped area or sanitary sewer. If discharging to the sanitazy sewer call your local wastewater treatment plant. ❑ Divert run-on water from offsite away from all disturbed areaa ❑ When dewatering, notify ar�d obtain approval from the local municipality before discharging water to a street gutter or srorm drain. Filtration or diversion through a basin, tank, or sediment trap may be required. ❑ In areas of known or suspected contamination, call your local agency m determine whether the ground water must be tested. Pumped groundwater may need to be collected and hauled off-site for treatment and proper disposal. d':ebel �' __ ompan>' � po bax 1044 burtingame, califomia 9401�-1044 t. 650.558.8885 e. infa@�ie6eLStudio.wm �� • � 0 P��ace re��ae��e gunerresidenre 2656 summii drive 6urlingame, ca 94%0 apn: 02].2I1.290 \` �zed architp ` C-25284 gary r. diebel ` ao/�9 J a �tP af califo�c job name gunerresidence job number 161005 date 11.12.1] A0.2 ,.<< , �;ew50-m.��.r.,,.� �„�e�a.� `.�� 9 ,�s�a o., , Materials & Waste Management IS_p�•Re ,' ��. EXISTING SITE PLAN (REFER TO LAND SURVEY FOR EXISTING CONDITION DETAILS) __ _-— '�pi.� 1"=30ft � � �\ 0 2.'y-- \ � ., �, ,.�e�,e� ��. ��m�,��, ZOi�:NG R= Si.�gte Famiry Resider,ce p� e�, ia¢: OCCUPANCY GROl1P R3 Or;elting buriin litorniu U Gara9e yame, ca 94011-t044 ttPE OF CONSTRUCTION VB Fire Sprinklers under a separate permit SETBALKS FRONT REAR SI�ES �pper Floor 20'0" 20'0" ' Lower Floor 15'D' 15'0" 7'0" � ' L. 650.558.8885 LOT $IZE 39,509 sf . e. info@Die6eLStudio.com LOTCOVERAGE E%ISIING PROPOSED ALLOWABLE �I House 3184 sf 3500 st -, Two-Story Deck 434 sf 209 sf - �` '� Overhanqs 957 sf 957 sf Total 4575 sf 4fi66 sf 15804 sf I, 24% 24Wo 40% �I (TOWI Additional5ite Coverage) 91 sf j ❑ � FLOOR AREA RAIIO E%ISTING PROPOSED ALLOWABLE I Upper Floor 3184 sf 3322 sf - Two-Story Caveced Oeck 738 sf 0 sf - Lower Floor 1303 sf 1625 sf Lower Floor Covered Patio 322 sf 0 sf _ I 6' Crawl Space 340 sf 340 sf Total 5267 sf 5287 sf 8000 sf 13Wo 13% - HEIGHT RESTRIC�ION 30'0" pnvate residence PARKING SPACES EXISTING PROPOSED REQUIRED gunerresidence 3 3 3 " Declining Height Envelope 2656 summit drive burlingame,ca 94010 apn: 027.271.290 � �i FloorArea Wlwlations �� p 3081 sf (E) Man Floor Conditioned g 138 st (E) Main Floor Covered Deck C 434 sf (E) Main Floor Uncoveced Oeck D 90 sf (N) Main Roor Uncovered De<k , E 473 sf (E) Lower Leve� Garage �I F 832 st (E) Lower Leve! [, 322 st Lower Level AddiHon H 340 sf E) 6' Crawl Space `` �qed arcbl�P r Total I C-25284 � gary r. die6el I ` .10/19 � B � � 'a�P of caliEo��a A � � Jobname gunerresidenre I job number 161005 dale 11.12.11 H G F E !� A1.1 II.�a �,� . ��t:'eY �� w,x, �; �� v e,aa��. �.��,.�,.�, � � �; � ., T � iebel �nn mm � I' �.123-,i , � I Pa�Y / F�� (Nntes ir�m LanG iopo9raph�cni S rv�y Lea & Braze Engineef ig, I c � v.v) / `��--\ �� `\_� -. �o hax 104/. . / \�\` _. 1. Al1 discances are in feet and decimaLs of a foot burlingame, california �\ \ 2. Undergmund utility lacation is 6ased an surface evidenre. g4o11-1044 \\ ` ��o � 3. Building footprints are shown at ground (evet. �C �°<s4o�p � 4. Finish ftoor elevations are izken at door threshold (enterior). 154,g2. \ ` \ �� Easement Note � ` \ Easements are shown per Title Report prepared hy Fidetiry Nallonal tiHe Company, Title \\\\ `\ ` ``` No. FSMO-0111501514-80, dated August 26, 2015. \ � t. 650.558.8885 � \ �, ` ` ` General Site Plan Notes '� . ;�ro@o�eee�st�d�o.�o�� \\ \ � ��` \ 1. A Grading Permit, if required, wiLL be obtained from the DepaKment of Pu6lic Works.��, 2. Address idenNfica[ion/numbers: New and exisHng buiLdings shall have appmved �� \\\\ �� address numhers, building numbers or appmved 6uilding idendfication pLaced in a \ �� \ position that is plainly legi6le and visible fiom the stceet or road fmn[ing the \\ \` � pmperty. These numhers shall mn[rast vnth their 6ackgmund. Address numbers �L �� \ \ �`�� shall he Arabic numerals or alphabet letters. Said numbers shaLL be either internally �� ! or externalLy ilWminated in a0. new mnstmction. The sign is mntmlled 6y a dusk ta'� f _/ \\ `\ � dawn photo celL Size of number shall be as follows: � ly .. �� 300 \ 1. Minimum of one-half-inch (1/2") stroke by four inches (4") high I_� � 2. When the stmcture is thirty-six (36) to fifty (50) feet from the street or fire � 3oz \ apparatus access, a minimum of one-half inch (1/2") stroke by six inches (6") high i �� ;� �eq�;�ea. \ 3°� � 3. When the shucture is more than fifty (50) teet fiom the street or fire apparatus ��, �� _ _/ �\ �� acces a minimum of one inch (1") strike by nine inches (9') high is required. BMC' \ 501.2f �\ / ;0e 3. AlL site constmction work shall mnform to the Ciry of Burtingame requirements ' _ �\��\�� and/or standard details and sPecificaHons, and shaU he subjected to ciry insPectionl � � ;io and approva(. 4. Apply waterproofing to foundallon walL typ. I � -` �� 3�=- 5. Approved address numbers, building num6ers or approved building identlficatlon � �� ' \ \ �-- 3�i frontingnthe pr pertyt ThesePnu�mbers9�hal1 contr s�twiffi thevebaekground. Address �'� Pnvate residenre 10 � �\ num6ers shall be Arabic numerals or alphabetical letters. Numbers shall be a \ . �_�-: � 3�fi�� minimum of 4" high wi[h a minimum stroke width of 1/2". The address numbers � guner residence - \ �, ll, shall 6e iLluminated with dawn [o dusk photo sensor. �' - 3� � � 6. Landin at extenor doors shall 6e a minimum of 3 dee at ou[side of ex[erior - 310 �� ` 9 P 2656 summit dnve �-.-.r - , \� � /� 10 � doors. Etitenor Inndmgs shatl be permitted to have a slope not m exceed i/4" per . 6urtingame ca 9Go10 �� - - ` � i '/ �\\ -� foot (2%). Landing shall not be more than 7 3/4" below the tap af the thceshold �� avn: o2L2�1z90 pwn de d t hat t he door does not swing over t he l an ding. - \ � ..�� / � �. _ 7. Provide a 6ackflow prevennon device. USC approved douhle check valve assembly. % � � / \ •� / i, ��, Location of the device after [he spht between domeshc and fire pmtechon lines � 1 � � �- � � � � 55 �' ��, 8. Prohde ftoor drain m mncrete sla6 landmg mnnected to drainage system. Slope I 1a- - .� � -� 15l � / concrete to drain J � �" �� . \- � I..I �t \ 6 9. Provide gutters and downspouts to match to e'shng Roof drainage thmugh 0 5 mj - � �� downspouts sha�� be dvected into (E) drainage rystem that �eads co 6ack yard ` � f � ; "� � Aaa�o �\ �8, �F2' / sYream I +e ''� � �oH \ J�� ''e 10 Provide hose bihs with a quarter tum valve or gate valve. ! I � ]6'oak �' qxo / �� / O�eS \� ��o� � � ep+° 11. Stope panng a mimmum of 2% sloDe away fiom stmc[ures. ��. �(- 12. The ground immediatety adjacent [o the foundat�on shall 6e sloped away 6om the ' ��, j2p -�- ( / � `, �� µ� / � / \� bmlding at a stope of nat less than 5% slope for a mimmum distance of 10' , ' jzz \ \ � - � � � � � / � ( \ a�/� � ; ' measured peryendi�u�ar [o [he fare of the walL If phyncal ohstructions or lo[ lines '� � � � o�� - - atmau.5s / \ prohihit 30' ot horizontal distance, a 5°/ slope shall be prohded [o an approved � �� . �� pe"`� ��„e316 28 \ attemative method of drvertng water away from the foundanon. Swales used for 32y � 'iz2 '`� � I I� I i� I � 1(� �' 3y6 - / 6.00'\PSEWER EASEMENT\P(36 MAPS thu purpose shatl be sloped a mimmum of 2%where lo<ated wrtMn 10' of the \ �w � I � , I/ � � �(" 6mlding foundation. Impernous surfaces within 70' of the 6mldmg foundaHon shalf i � g� , � � 13 � - ��il��1��i� �� l „�� A� � beslopedamimmumof2%awayfiomthebuitding. Oeck �� I �� 14 � a�0`P/ An Easement For Ingress-egress Exists 13. Verify locahon of underground utihhes. 3 - - � � /� � � Over This Drivewa Per � � 11:�� . �l��l��:� _ '"�� ParcelThree� I � _�-� - �'�! � I�I \/ AR 316.�6 a� Pr000sed Site Plan Kevnotes � '/ s I I�' l I� �` m�-3ae.oe � 3 /� Doc e8070fi28 R Ho e'ver The Le al 1. (E) 4" HDPE sewer laterat vn[h dean outs. Ven(y lacatlon. \' ��°JQ �ri�l�� / � � � � 9 2. (E)Drivewayapproachtoremain. , \ � i ;� - �escnptlon For This Easement Is '. �s � ��o�[ree �ts�c .. I � \ / 3. (E) Fire department connection to remain. See SUl. j �� Incomptete And Therefore Cannot Be i �l/ �� i�II : � � Accurately P�o[ted 4. (E) Gas semce meter Remove and relocate gas sernce, 12 -. ' . � � � / \ \ 5. (E) Retaining wall, tyP. ^ �I �, \ �I � . ' y � 3�° 6. (E) Samtary sewer lateral, appmx�mate location , �1�� . . . � �� 7. (E) Stair \ e. (N) E�ectrical sernce drop wve. Prov�de roof mast. . � � /-�� - . �. �l��l � � ,�' . . �..;' �� , � j � 9. (N) Electdcal sernce meter mam. �' \ 3�,ti �� 10. (N) French dram, typ Connect a0. downspoutr to 4" d�ameter PVC pipe in French �`� � i�� /. � -� dra�n (N) 4" d�a perforated PVC drain hne, typ Prohde deanou6. Slope D�Pe to � ��\ �/f �1 I 1�� 3� �/ � drain at 2%to backyard s[ream See DeCail 4/A83 i �� j �, \:�- �/� \ z �3 � ,�y� \ 11. (N) Stair vnth (2) nsers @ 6 1'-0" and (1) treads @ 12"- i' 0". Venfy site grade i \ �. c � / _ i / candi4on5. L� e• maq�ol'a �� 1� Ij �I � � nya�d � � 72. (N) Stair with (3) nsers @ 6"= 1' 6" and (2) treads @ 12"= 2'-0". Verify site grade �� l� ��1 ��1 C,o° �� '� � �� cond�hons. �� \ \ �IIII /'�Illi�ll� �.� -.r� \� jxb \ 13. (N) Stair vnth (5) risers @ 6"= 2" 6" and (4) treads @ 12'"= 4' 0". Veri(y site grade J � nd�tions. �.,� l�l�l� l, � . � � % . \ \ \ � � l�l I� �II / � 14. Main water shutroff valve m Garage. 1 1/4" diameter. Refer to General Notes q7 for � �� I�� I I �'� � ��"1.ti qze backftow prevention device 6etween domestic and fire preveneon hnes. � � \ 1 ' � I I �� J�( �_. ' �, 15. PropeRy tine, h'P� , \ � I , �� y^ treP � �Il � � �A � V � /� l6. Pro�de guard rad on (E) reWming wall '. \ 3 o \\ ti �I �II �Il �� r 10.00'\PSEWER EASEMENT\P(2163�f1 /,'� jso : 17. Relocated gas semre with pwtective bollards. Coordinate with PG&E on (N) meter. � \ ��. � f� / 18. Required setback 6ne, ryp. I � � � � �� , �� 19. 4ope drain 2% to drainage stream or mnnect to (E). �, (E) Paving � � . . P i, � � �� , �� . �. �� ti � � � ` f � ��w � � 1 � � A � � � �� 1 . � � '� /� �� , � � � � � � � �_ -� �� /� Public Works Notice � t; 3 \\ \ \ 5"5"6"B"oa\0 �� I ✓ � 3�0 ' / .-�1 �\ 9, � S �yZo.z�• � / �- :� 1. Any work in the City right-of-way, such as street, sidewalk, public easemen[s, and \ \ � \ \ C / I � oak � / ' \� r utllity easements, is required fo obtain an Enaoachmen[ Permit prior to s[arting work. ��, \\ \ \� '� s� ` ,a�� "'� /� 2. Based on ffie scope of work, this is a Type I that requires a Smrmwater Construction \ � � _ - -- -- � ��,, - PolWdon Prevenfion Permit. This permi[ is required prior to issuance of a Building d arcy� � \ \ \ �� l7 •� �-_ � � .� Permit. An initla( field inspection is required pnor to the start of any constmction (on � `c �� e � � j'" pnvate pmper[y orin the puhlic nght-of-way). I Edge Of Pavement b� �, Ssmn / C-25284 Rnn-n3e. 3. Replare dama ed and dis laced curb, qutter and o dewalk fmnNn site. \ �"oak �` � �\ �' � / 9 p / r s� g gary r. diebel Lat15 \ \ \• �` / � / �9 ' �. ` I10/19I f \ �� I m- - t __ 4. Cons[mcHon hours in the City Public ngh[ of way are hmited to weekdays on M I3 6 m a p s z � \ � �- � � � � 13 s ��' n o n C i H H o t i d a y s b e t w e e n S: O O a m a n d S: O O p m. T h i s i n c � u d e s c o n s t r u c tl o n h a u l i n g. . � d � a _\ -- Post _ _ _ ___-_ '� � ._ Y � teofcalifo�c � - -''-- / �1 I 5. No smrm waters, undergmund waters draimng from any lo[, buildro , or paved areas n \ • 3"s"s ` E,cnern ... : �-- �-_ I ; . _ ...__. 9 \� � f HNcw.0 _ . -_ -_-. . _- - _ -_� ' . _ � �__ to , ,��-- _-- -- .. .. shaf� be a��owed [o dra�n to adjacen[ properties nor shal� these waters 6e connected ; ` _� J _ � /�� Qa �� the City's sanifary sewer system. These waters shalL alt drain to either artifiaal or - -� � 6sca _ -�, �'� � natural storm drainage faalihes by graviry or pumpmg regardless of the slope of the �: job �ame qu�e� renaence ak � _ eit°zo'ao'w �es.is property. No ram water from roofs or other ram water drainage shall discharge upon a �� / � _ � public sidewalk (except in a single family area) per Munidpal <ode section 18.08.090. I Lo[ ib W� h R� ¢� \ ` � � ` 6 v� 16'oak ' job number 161005 35 na s za / Concre[e 6. All water line connectlons to CiTy water mains for services or fire line protection are n � �- 3 �o� v . 3y ao ,�wo to 6e installed per City standard pwcedures and matenal sperificaHons. Contact the City eate v.tz.v a-__._._ i ne nap: ea water department for connection fees. If required, all fire servires and services 2" and � over will be instalted 6y the buildec All undergmund fire service mnnectlons shatL be ��\PE�EMEN � � ` J su6mitted as separate Underground Free Service permit for review and approval. I� �pUa�PJg�C� � � Drive is�appraxmately 1P measured fiom the face m �u��yThe pmperty tine on Summit ��, � � 8. The pmject shall comp�y wi[h the Ciq/s NPOES permit requirementr [o pcevent storm I, ^ � I�I ,�-�� water polWtion. ,, 9. Atl debris/garbage conGiner locallons shall be on the property. In a situation where I Ithat is not possi6le, an encwachment permit is required from Public Works department I A q•�1 � Por placing debris/garhage mntainers in the public right-of-way. No wet garbage ftuid i �11 L shaLL enter public right-of-way orthe storm drain system. �, � d �� 30. It is the responsibi�ity of the owner an/or wntractor to no[ify Underground Service ��, N< o:�yea��aw��, ��u %a n';ak�`� � a �(� +\ PR� POSED SITE_ PLA�`l 2� Alert (USA) at least 48 hours 6efore the start of any excavanon work. � 1 -�: � Al2.� 1"=10.k . _. ' L�� J — � ', �I�� 'm � � �� PROPOSED SITE PLAN CONTINUATION a - - __ �� nt.7.' 7"=10ft._ ___. Cb \ic•303.89 flim•303.14 Inv-381.29 � 3B4 � �� 386 56.1 9.5 Concre[e Cur6 & Gutter D4 � S� � Ciebel xnc �ovrpz��y uo �o.. :aac burlingame, �tifornia 94011-1044 II I ' t. 650.558.SSB5 Ie. info@Diebel5tudio.mm �� • � i � private residence � gunerresidence � 2656 summit drive '�. bu�lingame, a 9401n apn: 02]2I1.290 � �I � ``QnSC(i dfC//jrPC` C-25284 gary r. diehel ` I10/19 � �I tdtP of caliFo��a , job name gunerresiden�e 1 i �-y � job number I61005 ' na� ,,.,:.,, �� A1.3 � �, �M�mw�v`�,�8v w��`;.�;Nr,ae a a� � 3�s- -I I `��n°�;.rm�omomv J / Wall Tvoe Leqend � 0�� « �� wa �s�d�oy. [at��dn,g o�,r�, � �N� i�e -o ,:�r.. cr agz��„ru �q 7/s" rainscreen, ryoek, pryv+ooe sheathing separanon wau. zx, vmad stues @ ta" o �. on 2x4 wood studs @ 16" o.c. (UNO). (UNO). Provide 2-73 batt insulation in Provide R-13 ba[[ insula[ion in cavi[y. aviry. Interior Finish per Room Finish Pressure treated wood silLs at the Schedule, I1N0. Pressure treated wood sills foundation. Interior finish per Room Finish at the foundallon. Minimum 1/2-inch Schedule, UNO. gypsum board applied to the garage side. � (N) ExteriorWalLStucco. Three-coat, 7/8" CRC Ta6le R302.6. stucm ro match (E) (acryLic elastomedc paint) on 3/8" rainscreen over two layers of 0 (N) Intenor Partial Height WaIL 2x4 studs "D" stucco paper, plywood sheathing on 2x4 a[ 16" o.c., interior finish per Raom Finish wood sWds @ 16" o.c (UNO). Provide R-13 Schedule, UNO. 6att insulation in cavity. Pressure treated wood sills at the foundation. Interior finish (N) Glass Shower WaU. 1" tempered glass. per Room Finish Schedule, UNO. � (E) Exterior WaLL w/ (N) wood siding 0 (N) Intenor Wall. 2x4 studs at 16" o.c, interior finish per Room Finish Schedule, (E) Eztenor WaIL w/ (E) stucco UNO. 0 (E) Interior Wall � (N) Interior walL 2x4 or 2x6 studs a[ 16" o.c, interior finish per Room Finish 0 (E) Landscape Wall w/ (E) stucco Schedule, UNO. Provide acousHcalinsulation tult height � _ _ _ _ _ _ (E) Wall Co be demolished � _-- — ___. .. . __ ._.._ 88'-7 1/2" � d�Pnei ��c _ �ope.n po 6ox tota burtingame, califamia 94011-1044 t. 650.SSB.8885 ' e. info@DiebeLttudio.com �� • � I� � pnvate residence I gunerresidenre 2656 summit drive I burlingame, ca 94010 apn: 021.271.290 I � , ``¢nSCd dlC�I)'�Pi G25284 �� gary r. diehel �� \ �io�ie / fate of caliFo��a I job name— quner res�� IV� job number 161005 date 31.12.1) � � � � 4 1' EXISTING MAIN FLOOR PLAN i -- � = n2.t -. 1/4� _ 1,_�„- � !'--- ---------------- _— . ., _— ------------- JY—__- 24'-0' 7'-11/2" 5'-4" � V1.F. ' ��V.I.F.�� V.I.F. ��— I�. '_..-- "—_'.__'--.'_----------. .._._—_--_—_----_ �' . _ ��. 15'_2 1/2" � 5' 2" I 7' 3" . �_� ... 24'-0 1/2" ..� —�... Y V.I.F. V.I.F. V.I.F. V.I.F. Existinq Main Floor Plan KeVnotes 1. (E) Air rem;n 2. (E) A.tic ac�ess (E) Wrought iron mmer coWmn 4. (E) Wroughtiron guard, typ. 5. Overhang,typ. % A2.1 �� I ` �� mr��n¢vaeNden�J Wall Tvpe Leqend 0 (N� e,ce�o�wau ssds�,y. iPe s�d;,y o�e � �N� n�z;�� w�u. �<, �ge/d��,eu,�g " 3/8" ra - n, iyvek, pLywoo� sheathing separation waLl. [x4 wood siuds @ 16" u.�. on 2xG wood sCuds @ 1G" o.c (UNO). (UNO). Provide ft�13 hatt insulation in � Provide R-13 ba[[insula[ion in caviry. caviry. Intenor finish per Room Finish Presmre treated wood silLs at the Schedute, UNO. Pressure treated wood sills foundation. Intenor finish per Room Finish at the foundation. Minimum 1/2-inch , ScheduLe, UNO. gypsum board applied to the garage side. ..� � (N) Eetenor Walt Stucco. Thcee-coat 7/8" CRC Table R302.6. stucco ro match (E) (acrylic etastomenc i paint) on 3/8" rainscreen over two layers oF 0 (N) Intenor Partial Height WaLL 2x4 studs ' "D" stucco Daper, plywood shea[hing on 2x4 a[ 16" o.c, interior finish per Room Finish wood studs @ 16" o.c. (UNO). Pmvide R-13 Schedule, UNO. 6att insulation in cavity. Pressure treated wood sills at the foundatlon. Interior finish (N) Glass Shower Wa1L 1" tempered glass. Iper Room Finish Schedule, UNO. � (E) Exterior Wall w/ (N) wood siding O (N) Interior Wap. 2x4 studs at 16" o.c., 0 (E) &terior Walt w/ (E) stucro interiorfinish per Room Finish Schedule, ' UNO. 0 (E) Interior WaLL �� 0 (N) Intenor walL 2x4 or 2x6 studs at lfi" o.c, interior finish per Room Finish 0 (E) Landscape Wall w/ (E) stucco '. Schedute, i1N0. Provide amustical insulation I fufl height. '_ __ -: ��_ ___ (E) WaLL to he demolished � ! � ' a .- -_ �_ �\ EXISTING LOWER LEVEL FLOOR PLAN � a -- - — - � .� n22 ; 1/4.,-_ �1,_Q„ Existina Lower Floor Plan Kevnotes t. �e� co��.�m� 2. (E) Deck a6ove. ryp. 3. (E) F�rnace . (E) Roof abwe qarage doors 5. (E) Wa[er Heate� �I � meeri �� w��,o��v , po �ox 1U44 budingzine, �Gfo�nie I 9aoii-iaaa �, [. 650.558.8885 � e. 'nta@Pie6eLStudia.com �� • � � pnvate re5ldence gunerre5ldenCe 2656 summit dnve burtingame, ca 94010 apn: 027.271.290 �. /�i II \ J � ,e�5edarcy��P' C-25284 ' gary r. diebel \ lio/tv / ' fd�P of caliFo�c� ��on�ame e��e„e.m��« - Y � -- jobnumber lbloos � date ]].11.1� A2.2 �� ` �� ry'm .M1 � i Wall Tvoe Leaend 0 (H� exre�� w,u sd;�g. iPe ��i�� .,�z� � �H� [ rcer�o� ��du_ �� a�eim�z�r-g 3/8" r. s n, Tyvek, plywood sheafhiny separation waLl. 2x4 wood studs @ 16" o.c, m 2e4 wnods�wds @ 16" o.e. (UNO). (UNO). Pmvide k-13 hott insulallon in PraviAe R-13 6att insulation in caviry. caviry. In[enor finish per Raom Finish Pressure [reated wood sills at [he Schedule, 11N0. Pressure treated wood sitls foundation. Interior finish per Room Finish at the foundaHon. Minimum 1/2-inch Schedule, UNO. gypsum 6oard applied to the garage side. � (N) Fx[enor Watl Siucro. Three-coat, 7/8" CRC 7ahle R302.6. stucco to match (E) (acrylic elas[omenc paint) on 3/S" rainscreen over two layers of 0 (N) Interior Partial Height WaIL 2x4 studs "D" sWcm paper, plywood sheathing on 2x4 at 16" o.c, intenor finish per Room Finish waod studs @ 16" o.c (I1N0). Pravide R-13 Schedule, UNO. 6att insulation in cavity. Pressure treated wood sills at the foundallon. Intenor finish (N) Gtass Shower Wall 1" tempered glass. per Room Finish Schedule, UNO. � (E) Exterior Watt w/ (N) wood siding 0 (N) (nterior WatL 2x4 studs at 16" o.c, O (E) Ez[erior WaLL w/ (E) stucco interior finish per Room Finish Schedule, UNO. 0 (E)IntenorWall � (N) Intenor walL 2x4 or 2z6 studs at 16" o.c, intenor finish per Room Finish 0 (E) Landscape Wall w/ (E) stu¢o Schedule, 11N0. Provide acousticalinsuUtion Poll heighL = _ _ _ _ -_ .'. (E) WaLL to 6e demolished ORIGINAL DEMOLITION PLAN I I I �'1 .--_ ._..._— — _ . _ -----.... .. ... . �: _---�, . _ _""__-- -� au c+�-r� � _ �- . _ _ _ _ __' — ,.-'. _'___ _ _— _'_ . _. _'"_'_ ___ \\ I N_ly'I . __'_ __'_ �=��i � il' I �� i i� �� 8edroom _-- Bath Bedroom -:_—._--- � i� Closet � � '' i e�l � x-----;�' '`..'Jl; - ---:�� x=====,� ________________________________,z �'°��= N===-=-_� - � ''T;� ` �r----- ; , ', � .. �; --- �, Closet Closet �, Closet; 'I Closet �I �i ,,1�_;U. ,��------�--i� T�f'�',T`. x . , r �'.! ' 2 -- — \ Hall j2,___ """"___-}-3'_"' \ _-ri_. i. ,i �� ii Sittina Room � �' �� Closet I l � __ _ _.;._ _ - �a -- „z��s,t,_ -- _ � � — — -1 �A I =____7� I,-.""_'_ �. '__. _-, I,i -\ I ' �� MasterBath -�� _\ — --_I � ; , i Master Bedroom /I � - ��:��,�a.��_,�<s,�.^�„� ,�z��. --- � 'I I �---------------------- � ' i' MAIN FLOOR DEMOLITION PLAN - I a2.3 1/4�, _ 1,_Q„ _. 13 \ \ __ _.. _ . . .__. I \ Walk Wav Deck ' � I I Main Floor Demolition KeVnotes t. (E) concrece m rem�in unner aev.� deca z, aemo�e (e) cab;�ea 3. Remove (E) coWmns and archways Rem��e �E> ��o, ��,� <<,me, ty�. 5� Remove (E) masonry fireplace 6. Remave (E) pWmbing fixtures, typ. 7. ftemove (E) wall, typ. 8. Remove (E) windows, [yp. 9. Remove (E) wmugh[ imn comer wlumn 10. Remove aLL (E) ceilings and tnm t1. Remove alt (E) exterior doors and windows, ryp. atl locations 12. Remove and replace (E) sfair 13. Remove and replace (E) wood deck and guards oienei a��a _ n,ptny po box 104�� burlingaine, calitori�ia 94011-1044 t. 650.558.8885 e. info@DiebeLStutlio.mm � Y� � ��O u�— pnvate residence gunerresidence , 2656 summit drive ��i burtingame, ta 94010 i apn: 027.271.290 � � ``e�sed arch�tP ` I C-25284 gary r, diebel �o/�9I tdte Q.�er�'��U�a I� job name gunerresitlence � II �ob numbet ]61005 I aare v.iz.v A2.3 ?�, I `;�� Ma�tv � ,Y �,�r;°;�.,� Y ,a,��°', �------ ---------_.. _..I c Proposed Floor Plan Kevnotes 1. (N) Bench seat on cabinets with eoois. 2. (N) Metzt roofing, typ. diebel i�nd �, ompxny 3. (N) O�en shelves i�. (N) Ronf Aec'a. See Gene�al Floor P;an Notes and Building �eiail sheets. �. (wi sn��. ie msr�s i_ � t; z" = io'-o_ ��-e�iry =�.00� eo eu�, neigr,ry, ss r�ead� i�� o� 5ox �o<a 11"" = 1'-9". burfingame, califomia fi. 3/8" [empered glass shower endosure, typ. Shower compartment min. 1024 sq. i 9�011-1044 encompassing a 30" circte, min. 7. 42" Refrigeator, provide icemaker/wa[er ou[let 6oz 8. 48" Range 9. Al[ered (E) planter 30. Base cabinets with walLcabinets above. 11. Built-in millwork 12. Oishwasher air gap. 13. Glass guard. See General Raor Plan Notes. 14. IPE Siding t. 650.558.8885 15. Kitchen exhaust fan above the range. See General Floor Plan Notes � e. info@be6eL5tudio.com i6. Line of raised ceiling 17. Par[iat heigh[ walLs 42" Min. A.EF. 18. Patch ceiling 19. Pcefabdcated gas fireptace. See General Floor Ptan Notes I r• 20. Pmvide Hoor drain and sheet metal smithy pan under washer. Aope ftoor to drain. �' � � � 21. Pmvide gas connec[ion to (N) B8� wi[h shut off adjacent vnthin 3'. 22. Provide water and waste outle[ 6ox for washer. Pmvide 6raided stainless steeL water supply hoses for washer connectlon. Provide gas for the dryec i 23. Roofoverhang � ❑ ' i, 88-1 ��2 . 24. Sink wiffi gar6age disposal, pmvide air switch for disposaL � _-__ _ .__- _-__-. ..__- __ .. f_ _... _ __.. _____ . ._- _ _ . .. . . . _. . _. . _ .. .. .. . _ . _ ___ _ ._ ._ '_'- . _. . _. . _ . . . _ _ . .. _ . . f ___. _. . __-_ ._._ _ . __. __... V.I.F. 25. Skylight shaft 26. Soffit ahove. See Interior Elevallons. _ 36'-0" 29 6 1/2" 22 -7" 'I, 27, Handrail on this side. See General Flnor Plan Nates. I . _ -- �V.I.F. __.._.._. ..____.. _. _..-__ . -._ _ . V.I.F. V.I.F. ' 28 Stub out plumbmg for extenor pooL equipment and shower to be instaUed under a � � � � � � I / separate permit Venfy reqmrements. 8'-0" � 7'-8' - 7'-3' 3'-8" 4'-0" 5 5' 6 5" 8'�4 7 4" 8'-4 1 4' 6'-5" 10'-7" ' 7'-11" 4'-1" .... .__ __. _ ._. _ _ _ � i � � I 29. Stucm exterior finish �I � I � '� � � _- _ - � ...- . . . _ . - ��- .. . . .- _ - -.- � � � � � �� - � � � - � � � I 30. Wall mounted N. Pmhde niche in watl for N. Verify dimensions. � _ � , _ -._ ��_ _-s-.�-_ . -_.. _ _ �I .__ _` - _ '___'_ '______ --- .. li . _ _ . _ . . . .. . _ � �-� I r-- ----. _ -_.._-- . . . _ _ . ..--- �---�- -------� ; DN �I i Dnvate residence I Wall Tvoe Leqend 0 (N� e;:rz��o� wau s�d��,�. irE ��d��,g oo�� N� i�,ie�o� w�u. c� y/awem��y 3/N" r �creen, Tyve4, plywond she�thin9 separa[ion wall. "tx ��vooJ studs � Io" u.�. a� zx��wood sr�zs �a ,e° o�. �uNo�. �uNo�. a�o��;de e-�s ear;�s��ro�;� Provide R-:,3 bat[�nsu�ation in cavi:y. -�vi[y. Ir[erior finish per Rnom finish Pressure [rea[ed wood sills at [he Schedule, UNO. Pressure treated wood sills , foundation. Interior finish per Room Finish at the foundaHon. Minimum 1/2-inch ', Schedule, UNO. gypsum board applied [o the garage side. � (N) Ex[enor Wall SWcca. Three-coat, 7/8" CRC TahLe R302.6. ', stu<co to match (E) (a<rytic elastomedc paint) on 3/e" rainscreen over two layers of 0 (N) Intenor Partial Height WaIL 2x4 s[uds ' "D" stucco paper, PlYwood aheathing on 2x4 at 16" o.c., interior finish per Room Finish wood s[uds @ 16" o.c. (UNO). Provide R-13 Schedule, lINO. I 6att insula[ion in cavity. Pressure [reated wood sills at the foundallon. Intenor finish (N) Glass Shower WaLL. 1" tempered gizss. per Room Finish Schedule, UNO. 0 (E) Ez[enor WaIL w/ (N) wood siding O (N) Intedor WaIL 2x4 s[uds at 16" o.c, O (E) Extenor WaLL w/ (E) stucm intenor finish per Room Finish Schedule, UNO. 0 (E) Intenor WaLL 0 (N) Interior walL 2x4 or 2x6 studs at i6" , o.c, interior finish per Room Finish 0 (E) Landscape Wall w/ (E) stucm Schedule, UNO. Provide amusNcaf insulaHon full height. ;_ _ _ -._ _ �.�_ , (E) Wall to be demolished � _ __ � i I I Safery I� Safery I�� Safety � �� i gunerresidence � i-- ,.__ __ _ _ _ - .f � � � i I n I / 21 I 2656 summit dnve R j�i'-SI / burtingame, ca 94010 � li L` ti � � aPn: 02].271.290 i w � l_ �n _____ _ _.-__-- ___ - �/ ^. . .- _.__.__- .__- ' �o 1 --- z -- p� - I � ' �- 1 � - _._�---- - -- --I i \J I �� .-__-- o..: I I I ` .� � �� '� � '', �I� � I ON �N I II I I I ► II I �i, Uoaer Deck � � I ! � ! � i I. i I�,__L . ' N . _ ._. .. _ _ ..... .. . . . .. . . . �', . . _ _ __ _. . _ . . . � .. .. ... �� 16�'.� 16 'i I 7 24 12 �. ; � I . 19 . I � I tl I t I .�I - _-----_ -_-__ '_ ._ __- _.-_. -_ ___-- I, Egress � Safety �� Safety E ress Safe �� I �. � li ��j i _ , - . _. _ . . . -'___ . > . . c , , I � _ � _ � � � Safe� � �.-, -' K�e - 9 , 23 ry '� , � Livina Roam - Dinina Room � j �� ZZ/ o ' �J � G Ni I zoo Zoi � - - - _ - - -- R- _� � � I I II- r-- i � _� _T ._ i �O � :. 30 , , Pantry Ref. Sihk I�I UW J I I ____.__-_.__._-__ • �.. ..� , ' ,-_ _ .-s.-- .-_- _ _. _ � � � . I � _-_ _ - - - . . . - _.-_. -' . . ._ _... � �' ; I, � � Zis � .• � � � 1 � � KiCchen � � � � _ i ' � 5 aster Bath Room � , I - - - - I - --- --� 26 � = I e I I I i _ ` - � I � " Offlte �, � 4,A� 2 I - 26 I �I 5 II I 202 __ , � -�, I A3., N .. 220 � I � island I� II .�.. � \ I� _ I , i � ! � . C ��f � 3f-7Y. ..-� 15 � 13 , _ . �, .. ... .. ..3 . . _.. � '.. 70 50. 6 � . � � I 15 � � ''�� ___- � . � .�...�, '_ __- --- . '. 'I 8 '� �I �I Master Bedroom � � iy � i ---- g � - .. - I � I I I 3 O /� _ ��-_ . ----_..__._ . _ .'_�.____ Wine __ I,.. � _ � I .I� 237 II 16 I ~ � � 16 / - _ .,� . �� _ _ ' � 1 / 21 � � N Ref. '- -25- �� _ - 22 , - _ .20 ..�\ , 1p I I . °° I I � .. ,� / l .. ... .. -/ ` - � f � . �, \'-. 16 ` LL I ]O ' LJ 4 ��OSB . � _ _. ._ . � � ' . `1 . � , a ' 1 .___._.\ZJ"-_. N\. __ - q / _ �I- t I . .. _.. , . 'i �-- Align walLs I j 27 r.. � ~ . �._J L219n .'��.: .� , , � .� ��r 221 '____:.._: I"___ . „ . � � III 15 / �17 I f _�. . � \ 3'-0= �4'-10° 4'-10' I 1'-10" I 5'-11" (verify) �- _ 6'-3" (Veri(y) �� 2''8" i / � W��I D ��, ' � I-_'_' I � , �g . .�, � I . / r I� 7 i � � � s _ g %�\ PROPOSED MAIN FLOOR PLAN _ �, �,n2.5 i 1/4�, = ir_��, � - II 11'-0'- ._ 4 S' y 4'-3' 6'-8" 5-10'`--�L18 N DN II ^ F�- i - -� 9; �- � \ ll � i � I � � 206 .. _-__ - - . . . - _ - - Master Closet - 8 _ "� _ _ _ --�-- - � i ,_ a s. z 6 : � I I.aundry ; ..______21i____-__- 2161 \ . � �� // 3 -'� N__ _- -_ � � 12 5.1 30 203 II� I 17 5. 9 � �., � � / .,�' - I �J � ',� ,. � � �� - 25�- � . I� Q � �� - -- --- -207 � --- � -.'. . - Safety � Satety � ; �� ---� B � � Safety � � � Bath Ro �- I ' _ v �I�� .,�... „�� . i -- � - N LL t11- ,..� ��.�....�. 1 J 10 � . � ��052t r�� ,� n �o„ �� .- Y�i Room Hall I. M. I' ' I� .. ,/c T 213 - 208 - � -. 29 � 29 �--'� - �J - � - i � u _ , � _ 214 � '� I 1r� _ _ i � �� LJ � , �: � �,� l I � 14 I 14 �� i � I . .. ......... � �J _ I .. _ . . : 10 -_ L-_- ___u. r i _ ; Closet � '� i2 `s) I � Closet � r----- � I � �- - --- --------` ----------- - -- -� - ---i--- ---� . ! 212.�_ _ li \ / i . ___209 '__ �, �.� � �I 1 �.. �4� � � � �9� I � 23 �' � i A� 1 30 � I �, ��_ll" 3�_5• 3�_8" 3'-8" 3'-5" 4'-11" ; I� I I E � �� y --- __ i , , � �� a �.__. ----i ' - --- / �'� � �� I . �5. . . � � ' Court Yard 'i Familv Room I �' �' I ' 204 17�_0. , 17�_�� Bedroom � �I Bedroom �/ps.2 � ---! - - -. , � 4 .r-. � 211 ' 210 _ �.1�_0�� . 8'-4" 3'-8' i I'-0' 2'-0" .1�-0° 1'-0�� z'-�'� 1�-p" �, 3�8" 8��' � 1�-�" . / ___,I � � . . � - I . � . __ . .. - . _.. _- _ � ��I I �II , � - i I i ill i �ii � - � � ii �i �- � I ii - - � I ii - ii __�� ___16� 1� .� ___-__ 16 --� , � � �� I , � �, ' � ' � Window seat I � __ � • i i I � _"__-- _ , ,.... ..... ... ... _..r._., ....._... -___ _ __ . N _I. I , .:... ____'___.____ I ..._--__----- I _.._ -.... _ --------- I'-_- I I I r_ �� I�_-__�-- - I Egress � Egress � ,7 � I i i i II I I 5 � � I._- "�_ _ __ _ .I L--'-I_--' _ __'_-_-_-_. � -_ T 6'-11/2' 5'-101/2" 5'-101/2" b'-11/2" 2'-8" 2'-8" 7'-7" 7'-7" 2'-5" 2'-9" 3'-3" 4'-0° 12'-01/4" 12'-01/4 �� L- - '-__. _. _ . - __ - _ _ _ - "f. _ -- I �� .. 7'-2,� , 5�_4�� ' 15�_2,� 5 � I �.�� _I... _ . . �._. _ _. .. 241 .. ._. __ I' .. . . _ 2" I 7 3 I 24 O1/2 _ . ..__ . �r ..._... . __. _._ _ ��. .._ �......._ .. ._... L_ _ - -L - __ __. ___ -�.__._ .. _.. __.._ -� V.I.F. 4.I.F. � Y.I.F. �� V.I.F. V.I.F. �� VS.F. 'll V.I.F. � .. „; � ¢ � � �I II --.-�I I � I �` / I � -- - ``e�sed arch��cF C-25284 gary r. diebel � iori9 J t�te of califo��a jb e q dnce �I I��abnum6er 16t005 rednsian ti.t2.1) A2.5 N �%n'° �, _ � �I � ��,�......, =w �e.� J Wall TVPe Lepend `i""�0-0-'.-'_ �N) t,.[� - lV ll � -. � I - -J' g . . � (N) I t - , , ll G g �A� II G 3/fl T ee Ty k ty 4 h athing Sepa at� . ll. 2x4 d.t d(: lo o.c. on 2 oud su d L 1G .(UNO). (UNO) Pmvide R 13 batt � sul r �� Prov�de R-13 t�a[[ i isula[ion i i cav ty. aviry. InCer�or finish per Room Fiiish Pressure trea[ed wood silLs at the Schedule, UNO. Pressure treated wood sills foundation. Interior finish per Room Finish at the foundaHon. Minimum 1/2-inch ScheduLe, UNO. 9ypsum board applied to the 9ara9e side. (N) Eatenor WaLL Stucco. Three-coat, 7/8" CRC Tahle R302.6. stucco to match (E) (acrylic elas[omeric paint) on 3/8" rainscreen over two layers af 0 (N) Intenor Partial Height WaIL 2x4 studs "D" s[ucco paper, plywood sheathing on 2x4 at 16" o.c, interior finish per Rvom Finish wood sNds @ 16" o.c (UNO). Pmvide R-13 Schedule, UNO. batt insulation in caviry. Pressure trea[ed (N) Glass Shower Wa0.. 1" tempered glass. wood siLLs at the foundation. In[enor finish per Room finish Schedule, UNO. � (E) Ezterior Walt w/ (N) wood siding 0 (N) Interior WaIL 2x4 studs at 16" o.c., 0 �E) Exterior Wall w/ (E) stucco intenor finish per Room Finish Schedule, UNO. 0 (E) Interior Wall � (N) Interior walL 2z4 or 2z6 s[uds at 16" o.c, intenor finish per Room Finish 0 (E) Landscape Wall w/ (E) stucco Schedule, 11N0. Pwvide acoustical insulallon full height. '_ _ _ _� _ �_ „ (E) Wall to be demolished REVISED DEMOLITION PLAN Walk Wav Deck � I 0 �; ._..__.____._ __-------_._ __ _ .. _ . . _ .. _- _ _ _. _. _ _. . . .___._._.._ _.. I6' CI ,� �------------ - ------- , _- - --- . �, , ,----------p--�----�--�-�s______________ ., _ ----,-�------�`�`�-�'�__==___=_=__-=-'- ! i'I �' K_��;I i � I �i o '� ' `, o � Bedroom � � -� Bath . Bedroom u----- i ; cio:et -�ot ; - — � ;,�� I . �_=-==-.=_�� X�- --ui - . 't _____ ____ _ � -.--`-_ ..� � ; Closet Ctoset �� i L�. �_ _�� --_- ` -�- =-=-------i � 'I o� _ n A n � }; ____ ____s� �-� ". ..�. }_ i _____ �� Closet Closet Closet y '` _- __ ----.:�. � , �, , , • / .' I : ]— � I � � - Hall —1 Hall _ _ � 2 _. � - � � . •____�_ _}3_____1' � �.----- ----- --• �� I Sittina Room �, Fi t I __._�.. �� _._ ___..___. . .. i — �� II � �� „ , � � . --- ------- �� Closet �7 fi.---�a��s��; l__—; I — 1 I '� � I - I b '----�,��o,�.r-7: � �� , �, . � ». �� , �� '� „, � � � ' -- ' -� � � .------- --------' `----------------� � I ------- ----------,--------------------------' � - � � —� c � �, �� i------_'. ___ _-__- ---.. I��ii-�� _0 I I �li��_//�- � ------' --,- �I II �� __ -� I . � � �. Master Bath . � �� -I �R�'� "_.� � I I �,� i o�i �i Master Bedroom �I I °I� ��i - I I �I� �II I I �� / I � � I �� c= i�l MAIN FLOOR DEMOLITION PLAN '° _ � __. . - -. .. .. . _ . .. . _ L . nz.3 .� 1/4�� _ 1�_�� '----� , ;. Livinq Room �T__- ---------- --, ,=_"__-___�_'____ —�� ` I R\ I \ .._9I Covered Deck i -- I�I �i � Dinina Room �—;o', n � I \� L___ z„_ _____ ' ___ __—_ I �1 I �� -= i , , �, , 4 z, � �. - •-_:_.____=.� Fover � , , � „ �- �� Bath il._, _ , J, -J~ �-- � ' ' i 6 LZJ i� ,� _ � � r �yl�. �', ` _ � 1 ' �_ . �� _�� s cn - Main Floor Demolition Kevnotes l, (E) Cor.creCe to rem�in �nder new deck 2. Rrnuee(E) 6: � 3 Removz ([) Col nd archway� 4 Rem�ve (E) Aoo and Frame, ryp 5. Remove (E) masonry fireplace 6. Remove (E) pWmhing fixtures, typ. 7. Remove (E) waLL, ryp. e. Remove (E) windows, typ. 9, Remove (E) wrought iron mmer rolumn 10. Remove alt (E) ceilings and trim 11. Remove alt (E) exterior doors and windows, typ, all locations 12. Remove and rep�ace (E) stair 13. Remove and replzce (E) wood deck and guards ' A��.��/��/ \��',/ _�.i � __-. ; . .. � General Demolition Notes 1. Remove (E) ceilings, ceiling framing, roof, roof framing and aLL associated matenals. 2. Remove all (E) waLls down to su6flaor. � �� I �� II pnvate residenre guner residence 2656 summit drive burlingame, ca 94010 apn: 027.2]1.290 J Deck a „.il'I � °- �� I ��. K=_____, � ; . ' ' Z r`�,I �1 _ ' . I I ;i„ �-�--' . �%a I e� Lau� I _-j". . ____ _."____" Ilr �� --I I , , -��-- , ----- --- •-- - --- -�r-----------------�-------•----------------� d �.t- � - Library 0 u Linen �� . �� . �� _ �� - �� . ; �� _, �� ' �---------- ------ i � �-----'------------------------------- �' Familv Room , diebe�. ar,G cnpa.�y t 650.558.8885 �i e. info@DiebeStudio.mm �� • � a `` �sed architP 1 C-25284 gary r. diebe( L lio/�s J ta�e of califo�Oa jon �ame eu�e,r�scecnce joh number 161005 date 11.121) rQn 6.26.18 Construc0on change A2.3 �J �'w 8 rtn'm, °�°�M1 - — �� Wall Tvue Leqend r;;,— —� �Nj Ex[eii�r F' SiU ng. ;P+ s�J� �y .�,�ii � �N� i ice��ur walL G age/tl'�vei_i�g 3/8" rainscree�, Tyvek, Utyw��oA th.�a[F.iny :i�l:. 2z4 wood studs @]5" o r. o�. 2., ��o�d s��as @�e�� o�. �uNo�_ �u�No��P ��ee e-is e�tt ��s:,iallo� t� . or,de R-13 6a�t insula[ion in caviey. aviry. intenor 5nizh per Room Finish Pressure treateA wood siUs at the Schedule, UNO. Pressure treated wood sills foundation. Interior finish per Room Finish at [he foundaHon. Minimum 1/2-inch I Schedule, ONO. gypsum board applied to the garage side. '� (N) Exterior Wa0. Stucco. Three-coat 7/8" CRC Table R302.6. stucco to match (E) (acrylic elastomeric paint) on 3/8" rainscreen over two layers of 0 (N) Interior Partial Height WafL 2z4 studs "D" s[ucco paper, plywood sheathing on 2x4 at 16" o.c., interior finish per Room Finish woad studs @ 16" o.c (UNO). Provide R-13 Schedule, I1N0. batt insulation in cavity. Pressure treated wood sills at the foundation. Intenor finish (N) Glass Shower WaU. 7" tem0ered glass. per Room Finish Schedute, 11N0. � (E) Ex[erior WaLL w/ (N) wood siding . O (N) In[eriar WaIL 2z4 studs at 16" o.c., 0 �E) Fitenor Wall w/ (E) sNcco �i intenorfinish per Room Finish Schedule, �. UNO. 0 (E)InteriorWaLL ' 0 (N) InteriorwalL 2x4 or 2a6 studs a[ 16" � o.c, interior finish per Room Finish 0 (E) Landscape Wall w/ (E) stucco I' Schedule, UNO. Pwvide acousti<al insulaHon fufl height. ._ ______ (E) Wall to 6e demolished Lower Level Floor Uemo�ition KeVnotes 1. (E) Plzn[er to be reconfi9uretl 2. Remore (C) ca6ine[s 3. Remove (.) ca�intNi /•. Remove (E) doo^ znd frame, typ. s Remave (E) pi:im6ing fix[ures, [yp. 6. Remove (E) Dos[ Z Remove (E) wall, ryp. 8. Remove all (E) ceilings and trim 9. Remove all (E) exterior doors and windows, typ. all locations 10. Remove and replare (E) furnace 11. Remove and reD�ace (E) stair 12. Remove and replace (E) water heater � �❑ I 9 II aiebel ��,. ��pr.��y p� box IJ«, burlingame, california 94011-1044 I �, t. 650.558.SB85 ie. info@Die6eLStudio.mm �� • � � � . Iprivate residence , gunerresiden�e 2656 summit drive burlingame, ca 94010 apn: 027.2]t.290 � �'.i ``e�.�¢d dlCh)tp�� G25284 i gary r. diebet \ lio/i9i / rd�e of califo�� l job name guner residence �I �— Y jobnumber 1b1005 I �'� date 11.12.1] � � 1 LOWER LEVEL FLOOR DEMOLITION PLAN �� I --- -- _ nz�, ija,=l,o, I � A2.4 �.. Y, y��=��,w ��m�� mn , � � � Wall Tvpe Leaend 0 (r�� e,ce�o� w u S�a;�,�_ i�: s�e�� o�z� � �N� i�z;o� .,�au. ea��g�,��,eu�,y 3/8'rainsaeen, tyvek, pty�vood shxathing separahon walL 2x4 wood studs @ t6" o.c. �� zxa �vood ;c�ds �a �6�� o.c. (un�o�. �uNo�. Prov;de e-is ca�c ��s��aoo� ;� Provide R-13 batt insulatio� in aviTy. avity. Int2rior finish per Room Fnish , Preszure trea[ed wood zills at [he Schedule, IJNO. Pressure treated wood sills �, foundation. Interior finish per Room Finish at the foundaHon. Minimum 1/2-inch '� Schedule, UNO. gypsum board applied ro the garage side. � (N) Exterior Wall Stucm. Three-roat, 7/8" CRC Tahle R302.6. sNcm to match (E) (acrylic elastomeric paint) on 3/8" rainscreen over two layers of � (N) Intenor Partial Heigh[ WaIL 2x4 s[uds "�" stucco paper, plywood sheathing on 2x4 at 16' o.c., interior finish per Room Finish wood sNds @ 16" o.c (UNO). Provide R43 Schedule, UNO. 6att insulatlon in <avity. Pressure treated wood sills at the foundallon. Intenor finish (N) Glass Shower Wall. 1" tempered glass. � per Room Finish Schedule, UNO. � (E) Exterior Wall w/ (N) wood siding 0 (N) Interior WaIL 2x4 s[uds intenor finish per Room Fir 11N0. � (N) Intenor walL 2x4 or 2z o.c, intenor finish per Roa � Schedule, UNO. Provide aco �I fuLL height. 2 A3.5 Pr000sed Lower Floor Plan Kevnotes i. (N) Femace replzcemene 2. All v�alls atl,acent to garage [n 6e on ,�nir�m �m o' co ine[e c.irb. diebe� n,.,. r�� ,y 3. Built�in millwo�k 4. Cen[ered 6etween wincu�;�s above 5. Centered w/ windov� a6ove po hox ioa4 Oishwasher ourtingaine, califomia 7. Dishwasher air gap. 940ii-�o4a 8. Glass guard. See General Floor Plan Notes. 9. IPE doors 10. Landing at exterior doars shall 6e a minimum of 3' deep at outside af extenor dmrs. Extenor landings shall be permitted to have a slope not to exceed 1/4 unit vertical in 12 units horizontal (2-per<ent). Landing shall not be more than 7 3/4"' below the mp of the threshold provided that the door does not swing over the Iznding (CRC R311). 11. P�ovide ftoor drain in mechanicaL room. Slope floor to drain. 12. Provide gas mnnection to (N) firepit with shut off within 3'. � t 55o.55s.aaa5 ,-, .,_�.�__ ..._._. �__._. ....._�� _____.��_ �ot water rerirmlatlng pump with timer � e. info@Die6eL5tudio.mm aced so as to provide cross ventiladon of Bng area sha0. not be less than 1/150 of ,r • inq shaLL he within 3' of each corner. �� ' pnvate residence �� guner resiCenre I 2656 summi[ dnve , burlingame, ca 94010 apn: 02I.2]1.290 � � ; ypsea arcnQPc` G25284 i gary r. diebe( �I L I�o/i91 J � fd�P of califo�� II / _ � job name guner residen� I I � y ��I jobnumber 1610U5 �I dah 11.t2.1) � I m� LOWER LEVEL FLOOR PLAN ; � � i ��. PROPOSED � a � — _ _--- , � _ _ —_ _-- -- _ � A2 6�� 1�4 _ 1� ��, I� A2.6 � � �.oan-°;��ub��.� _� �,.� � � \ J ......� - _ _ - _ _ - _ -- _ _ _ --- _ _-- -- --- _ _ -- - ~ a - - - - -_ _ - — _ _ � lyl Existinq Roof Plan Kevnotes 1. (E) clay tlle rooE ryp. (E) Covered second�smry deck helow 3. (E) Cncker to be removed (E) Masonry fireplace chimney to 6e removed 5. (E) Overhang, ryp., 2'-4" V.I.F. a;ebe� ano c��n�,a��y po bax 1044 burlingame, california 94011-]044 t. fi50.558.S8fl5 e. info@Oie6el5tudio.com �� • � � • ' pnvate resiGence guner residenre 2656 summit dnve 6urlingame, ca 94010 , apn:0212]1.290 � i i� I J `` �Sed archifP�f � C-25284 �, gary r. die6el ' � �io/i91 � ratP of [alifo�� on �ame v��e, ��me��e `� Ir joh number I610o5 ' date ]].12.1J � � � � �� I i�`� EXISTING ROOF PLAN A2.R � 1�4 � — 1�-�� . . . . ... —_— _ _ � A2.8 �(�� § � �.� , a„R � �,,,�� Proposed Roof Plan Kevnotes l. (F.) Masonry, firep;ace chimney ro be ren:oved 2. (N) N�etal roofing m 6e 11L approved fus Qav A ro�f a=semblies and Energy S.ar� diebel n ompany tisted. TayLor MeEaL Productr, or approved equal. UL EvaWa[ion Nepur[ UL ER25913-01, ICC-[S AC166. 5[riclly faLlow manufncturer instructions. Pravide two fayers of niinimum 3016. Class F felt unAer roofing. Radiant 6arrier re�uired. Venry � po bax loaa xisNng roof slope. Refer to Struc[urat for framing. burtingaine, california 3. Gutters with gutter fiLLer and downspoutr to match (E). Provide splash 6lock to g4o11-iou direct rain water away fiam foundatlons. Rain water shal( NOT he directed to neigh6oring properties or public right-a-way. 4. Velux fixed deck mounted skytighL model VSE 606, R.0_ approa 45" x 46 1/2" with �I flashing kit, curb, tempered, or approved equal, Typ. ICC approval num6er WDMA426. General Pr000sed Roof Plan Notes �� t: eso.ses.asea 1. Rashing shall 6e instalLed in such a manner so as to preven[ moisture 6om entering e. info@oiebeStudiacom the wall or to redirect it to the extenac Flashing shatl be insta�Led at the perimeters of extenor door and window assemblies, exteriar watl intersectlons with rooh, chimneys, porches, decks, balmnies and similar projections and built-in gu[ters and similar locatlons where moisture couLd enter the walL Flashing vnth projecting ftanges shall be instafled on bo[h sides and the ends of mpings, under � � �� siLLs and contlnuously above projecting trim. Self-seal gaskets shall be provided � around ftashing and vent pipes. � 2. Overhang soH'ts to be dear redwood 545. Refer to A61 Reftected Ceiling Ptan. 3. Radiant hartier required in Climate Zone 3. (prescnptive) 2076 CEC 4150.1 (c) 2 4. Unvented attic spares per CRC R806.5. Refer to building section sheet for detaiLz, �, � induding insulaHon requirementr. ' 5. Waste vents shall terminate vertica0.y not less than 6" above wof, nor less than 1' from any vertical surface and 10' from or 3' above any opening such as windows, doars, air intake, nor less than 3' from any lot line. Side wall vent may not terminate under vented soffit Penetrations at ioofshall he properLy sealed and flashed and painted if required. . pAvate residence guner rezidenre 2656 summit drive burlingame, ca 94010 apn: 02]2I1.290 �_ ``e�zed archi�Pcr [-25284 I gary r. diehel I` I10/19'i J �i tafP of califo��a jobname gunerresidence III jobnumber ]63005 da@ ]].12.]] � � g 1 ROOF PLAN PROPOSED �. � n�9z � i�4„ _ i,_a,, � 2'_yf A Typ., V.I.F. A2.9 � w w,��0��`,`,mab�b�°e�eo�wen _ _ . ._ _— _ :�� ` rn'.�.�a J � Exterior Etevation Kevnotes �. (e) sc��m wau, eyp. . a(E) r�e �oo� me�z� � � � ��us��vJ 1. (N) NWminum windaw, typ. n. �N) c��ya�d w�u. see oe�a�i s/na.3 5. (N) Exterior siding, typ. See Elevallon General Notes, Sheet A3.2 po hox l0<4 6. (N) Gu[ters, ryp. burlingame, califumia 7. Altered planter 94011-1044 8. Ee[erior stucco, typ. See Elevation Generat Notes, Sheet A3.2 9. Overhang soHits co be dear IPE. Refer to A6.1 Reflec[ed Ceiling Ptan. 30. Provide rainscreen weep, ryp., at [he 6ottom of a(l IPE siding locations. I3. S[ucco weep screed, typ. See Elevation General Notes, Shee[ A32 12. Under-ftoor vent, typ. See Elevation General Notes, Sheet A3.2 and Proposed Lower Roor Plan, Sheet A2.6 t. 650.558.8885 e. info@�iehelstudio.mm ❑ , 0 f • l � . � 7. � pnvate residence guner residence 2656 summit dnve burlingame, ca 94010 apn: 027.2]1.290 EXISTING SOUTH ELEVATION 1/4" = 1'-0" `��sed architP r C-25284 9a�Y r. die6ef L non9 � �dtP of califo�c� jab name gunerresiden<e job numher 161a05 date ]t.lt.1) PROPOSED SOUTH ELEVATION 1/4" = i'-0" A3.1 .,,��o,o. �K�a^,n,a.��rb;ff��d�.aea;�� ,�9,�,,,��.,� ��, � 1 \ EXISTING EAST ELEVATION - --- - _ - --- 3z� 1/4" _ ]' 0" � ' � c°�" i�2 �_ PROPOSED EAST ELEVATION � � _ . . ___..__.____.. __._ _ �,� ' A3.2.� 1/4�� _ ��_0��.. � .__.. - " . . .._.. . . -...._.� E � > �; I > �� i 7z 12 11 \\ (Verity) _ 3 . � �' 10 / 13 / B'. � ...._.__.__._..._...__-.-�.14�'I ExteriorElevation Keynotes i. (e) sr��co ��au, eyo. 2. (E) ?ile ionf ... dixbet i� camp,�ny 3. (E) Wooa tleck �. (E) svood pas (E) Wrough[ iron cni cnlumn po box tou 6. (E) Wrou9ht iron guard burlingan e, califoniia 7. (N) AWminum door, [yp. 9aov�1o44 8. (N) AWminum window, typ. 9. (N) Exterior sidiing, typ. See EtevaHon General Notes. Sheet A3.2 S0. (N) Guard, dear IPE, shall be a minimum of 43" high and sha(l not have openings which allow passage ot a 4' sphere. 11. (N) Gutters, typ. 12. (N) Me[al mofing, typ. 13. (N) Waod de<k 14. Exterior stucm, typ. See Elevation Genelal No[e5, $heet A3.2 '�� (, 650.558.8885 15. IPE paneled O.H. door. See �oor Schedule info@oie6e15mdia.rom 16. Overhang soH'tr ta be dear IPE. Refer to A6.1 Reftected Ceiling Plan. e� 17. SC IPE daor. See �aor Schedule. , �� • � General Elevation Notes 1. Eetenor siding to be 6" exposure, smooth :urfaced dear IPE, on 3/8" rainscreen, on housewrap over sheathing. � 2. &tenor sSucco [o be three-coat, 7/8" smooth finish sNcco (acrylic elastomeric pain[) over metal lath, 3/8" rainscreen, two layers of "D" stucco paper, and ' sheathing. �� 3. Provide protection against decay and termites 6y the use of naturally durable or �i preservative-treated wood including wood siding that is less than 6" to exposed ��, earth per and aU framing, incWding wood sheathing, that is less than 8" fmm ��. ezposed earth. 4. Provide 3/8" rainscreen, Tyvek HomeWrap under siding or approved equal, typ. '�. 5. Rooms that muld he used tor sleeping purposes must have a[ least one window or ! door that complies with the egress requiremen6. On the elevatlon dawings spenfy'� [he locaHon and the net dear opening height and width of all required egress � private residence windows. 2016 Califomia Residential Code 2016 CRC § R310 or CBC 1030. � 6. Stucco weep screed, ryp. A minimum 0.019" No. 2fi galvanized sheet gage, , n-resistant weep scceed vrith a minimum vertical attachment Flange of � 9uner residence 3-1/2" shall 6e provided at or below the foundation plate line on exterior stud walls'I ' cmrdance with ASTM L 926. The weep screed shaU be placed a minimum of 4" 265b summit drive above the earth or 2" above paved areas and be of a type that wilt allow trapped budingame, ca 94m0 water to drain to the eztenor of the building. The watervresis[ive barrier shatl lap �� apn: o2L2n.290 the attachment Flenge. The ex[erior la[h sha0. cover and [erminate on the at[achment flange of the weep screed. � Z llnderflaor vent, typ. Openings shatl be plared so as to provide cross ventilallon of the undervfloor space. The net free ventilaHng area shaU not he less than 1/150 of the crawl-space area. One venHiation opening shaLL he within 3' of each mmer. See L % Proposed Lower Roor Plan Under-Floor Ventilation Calculations (CRC R408�; Crawl sDace area: 1895 sf Req. vent area: 12.63 sf (1895/150) Req. vents: 12.63/0.66 - 79.14 � (B"zl6" vents, 0.66 sf net-free air) � Provide minimum (20) crawl space vents A ventilation opening shatl he pmvided within 3' of each comer ii ofthe house. ' Window/doorframe. -- �� ► Flash window/door per -_ - Manufac[urer IPE sding an 3/8'" requirements, ramscreen �, � � Wa[er resistive bartier ro he Hardie Wrap, or I\� � �� approved equal. li I I I - InCenor finishes per , I,.. . � schedule, ty0. 6eterior sheathing per �'� - � Stmctura( I.\` IPE siding on 3/8" ►I ' fainSCfeen �I � � � WatervresisHve harrier to - - -�h;\ �- � - - - Wood framing be Hardie Wraq or '� approved equaL � '.i � I �---� �- Insulation Extenorshea[hing per - . I► �, Structural \ � Flash window/door per - -- �J��-' _� I All windows and doors to be I�� I I�_ equi� e eots. I Wmdows and Doors �' I� j� � �. I Fleetwood AWminum I Window doorframe --- ► i'' �� WINDOW SILL DEfAIL (JAMB SIM.) -� -- -- ----- ------- _ .__ _ _ � A8.2 � 3�� _ 1� �� 2 WINDOW DOOR HEAD DETAIL , - - -- asa l 3' = 1'_0" Wood 6aming `ce�5ed arcry�rP ` insulaHon C- 2 5 2 84 9ary r. die6ef �� ` �10/19 J fd�e or �zrto�� jobname gun rrestdence ,I % Window�do0�heade�- �'�.. 1°bnumber I61005 cefer m Stmctural �� aa�e v.iz.v � �n 2.0.18 Siding<hange A3.2 ,�� e�;o° �.,,a , e�a,,,. �: �9 � .uma �"" J I5I �. 1 ' � '\I, i I '� � I ��. i '� I , ��I� II��I� � III' .. ... _ _'_._ i .� _�'. ��, '. �� _� . . . I . .. � � I � ' I i `, EXISTING NORTH ELEVATION —-- -- — _ __ � A33 -1�4�� 1� Q�� I ��" ��, PROF ,,A3.3.- 1�4��. _ ,_i. . Y"'�C�"� �� r . . J.:-_:_._ � �� _:..:_ ?�s � .e- , _.. . .,... » .. . ._,,:_4. 4 �� // 2 j I � � ( � I_._ �� IJ _ _ . ..�...-� � . I �-- � 12 c�e�� I 3 Ezterior Elevation Kevnotes l. (E1 6�ade z. (e) ae��;�� ,�au d�enzi r�.� �o�„ _ . (E) Wcaa deck , (�) wood �ostt ' (E) Wrough[iron corner coWmn nc �ox 1044 6. (E) Wrough[ iron guard burlingame, catifomia 7. (N) ALuminum door, typ. 94011-1044 8. (N) AWminum window, typ. 9. (N) Ezterior siding, typ. See Elevatlon General Notes, Sheet A3.2 30. (N) Gutters, ryp. Ii. (N) Metal roofing, typ. 12. (N) Skylight, ryp. See Proposed Roof Plan, Shee[ A2.9 13. (N) Steel guard, 43" min height a6ove roof deck. Stainless s[eel [ension cable rail � openings tess than 4", typ. ., 14. (N) Wood deck . L 650.558.8885 15. (N) Wood steps. (5) risers @ 6" = y-6", (4) treads @ 12" =Y-O". y��@Diebel5tudio.com 16. Aluminum hrake metzl between windows an interior and eatenor, typ. e" 17. Crawl spare vents behind deck, ryp. See Pwposed Lower Roor Plan, Sheet A2.6 � 18. Eatenor stucco, ryp. See Elevallon General Notes, Sheet A3.2 19. Overhang soHih to be dear redwood 545. Refer [o A61 Reflected Ceiling Pian. ' �� • � I�� pnvate residenre guner readence 2656 summit dnve burlingame, ca 94010 apn: 027.271.290 ��_—_-- % ` e�zed architP r C-25284 gary r. die6el � ',io/i9� J fd�P of cali4o�ca I jab name guner residenre � jab numher 161005 date ]1.12.1] �n 2.8.18 Sidingrhange A3.3 ,.«o ��,deo�4,.s��.°aa%�,�� `:��an�aY�a. "" J � C C � � BUILDING SECTION LOOKING EAST 7 /4" = t'-0" �(E) Plate Ht. 9'-1 1/4" V.I.F. �(E) Top Slab ,_o„ - - BUILDING SECTION LOOKING SOUTH i/c,=�,�„ _._._._. .._._._ (E) Plate Ht..� 19'-2 1/4" V.I.F. _ _ _ _ (E) Sub-Floor (Living Rm. Side) � 9'-11 1/4" V.I.F. (E) Plate Ht. 9'-1 7/4' V.I.F. .-_-.-.-. .-.-.-.- �E) Tap Slab.� 0'-0" (E) Pla[e Ht. 19'-2 1/4" V.I.F. � >r (Bedwom Side) 11'-2 ]/4" V.I.F. � t. 650.556.8885 e. info@Diebel5tudio.rom �� , � � 1 pnvate residence gunet residenre 2fi56 5ummi[ dnve 6urlingame, ca 94010 apn: 027.271.290 `` �sed archi�P ` C-25284 gary r. diehel � iio/�9i / rdte of caliFo��a job name quner residence jab numher I61005 date 11.12.1) A3.6 ,�� o,o�.« ��a�, ,a�P; �Y,�.� � ,�a�,. `,� �, a�Ma. °" J Pr000sed Buitding Sections Keynotes i. (E) s�ab ro re�� t spa� � i z�e� wood-�� ,ed rmor sv�a��e�i�sc��i a-i9 e�c� ��,��an�� de� rw�� . ,,�.e _ d�ze�i , ��p��vJ noops a; c�a�::! spa�e. 3. (E) woad�Eamea wau 4. (N) Concrete slab-one-gade floor construction. PioviAe a �ayer of 15-mil 0�� box 1064 impermeable membrane between the slab and crushed mck below. Refer to burlingame, calitomia Stmctural and Room Finish Schedule/Notes. 9�ouao<4 5. (N) GPBD soffit 6. (N) Metal mofing-refer m Roof Pian. 7. (N) Roof deck to be 2z6 redwood or composite decking on tapered redwood or pressure treated sleepers @ 24" o.c. mazimum over waterproof inembrane on plywood sheathing and wood joists. Ins[aU redwood or pressure treated sleepers to atlow roof draina9e. Framing stope to be 1/4" per foot minimum. e. (N) Skylight [yp. See Proposed Roof Ptan, Sheet A2.9 9. (N) Wood-frame reiling. Interior finish per schedule. Refer to Struc[ural. 10. CertaSpray ctosed ceLL foam insulation at roof framing vnth R-35.2 (5 1/2"), or approved equaL ICGES Evalua8on Report ESR 2669. Typ. t1. Faundation, ryp. 12. Grade, typ. 13. Refer to Structural for stair framing. 14. The garage 6eneath habitable rooms shall 6e separated from a(L habitz6le moms above hy not less than a 5/e-inch Type X gypsum board or equivalent. 15. Under-ftoor vent, typ. See Elevation General Notes, Sheet A32 and Proposed Lower Ftoor Plan, Shee[ A2.6 lfi. Wood fiamed skylight zhaft 17. Wood-framed ceiling 18. Wood-framed roof Buildina Section General Notes 1. Apply waterproofing to foundation and instaLL drainage system. Refer to Site Plan. 2. Beams, girders, ductr or other obs[mc[ions shaU have a minimum finished dearanc� of P-6" above the finished floor. 3. Capillary hreak to 6e installed at slab on grade foundation. 4. Crawt space to 6e minimum of 18" dear height. Wood joists [a 6e no doser than 18" and wood girders no ctoser than 12" [o the exposed ground in crawlspaces. 5. Extenor Wall Constmction: 6" exposure siding to be smooth surfaced dear IPE, 3/8' rainscreen (vent at top and weep s�reed at boitom), on housewrap, shea[hing, wood s[uds (UNO). Provide R-13 batt insulation in cavity. Pressuce treated wood sills at Ihe foundallon. Intenor finish per Room finish Schedute, UNO. 6. 6eterior Wall Constmction: Three-mat, 7/8" stucco with smwth teature (acryLic elastomeric paint) over metzl lath, 3/S" rainscreen (vent at [op and weep screed at bottom), two layers ot "0" stucm paper, sheathing, wood studs (UNO). Pwvide R-13 6att insulation in cavity. Pressure treated wood silLs at the foundation. Intenor finish per Room Finish Schedule, UNO. Z Fire blocking at ceiling and ftoor penetmtions, and top and hottom of walls vnth approved matedals. fire hlocking shaLL he installed at openings around ventr, pipes tub and shower traps, ducts, chimneys and firepWces at ceiling and itoor levels witl approved materiaLs. e. Interior Wall Constmction: WaLI finish on 2x4 wood studs @ 16" o.c. (UNO). See ftoor plans for acousfifal walls. Ven(y finishes. 9. Unvented Attic (CRC R806.5): 1. The unvented attic spaw is completely con[ained vnthin the additlon thermal envelope. 2. No interior Clnss I vapor retarders are insGUed on the ceiling side af the vented attic assembly or on the ceiling side of the unvented endosed aker anembly. 3. Where wood shingles or shakes are used, a minimum 7/4-inch vented air space separates Ehe shingles or shakes and the roofing underlayment a6ove the stmctural sheathing. 4. In Qimate Zones 5, 6, 7 and 8, any air-impermeabfe insulation shaLL be a Class I. vapor retarder, or shaft have a Class III vapm retarder coatlng or covering in direct mntact with the underside of the insufaHon. 5. Either Items 5.1, 52 or 5.3 shalL be met, depending on the air permeability of the insulallon direc[�y under the structural roof shea[hing. 5.1. Air-impermeable insulallon onfy. InsuLallon shatl be applied in direct contact with the underside of the stmccural mof sheathing. 5.2. Air-permeable insulaHon only. In addition to the air-permea6le insu(afion installed directly below the shuctural sheathing, rigid board or sheet insulatlon sha0. he installed directly above the s[mctural roof sheathing as specifie in Table R806.5 for condensation contml. 53. Air-impermea6le and air-permeable inmlaHon. The air-impermea6te insulation shall be applied in direct can�c[ with the underside of the stmcturaL wof sheathing as specified in Tabte R806.5 for rondensatiom m�troL The airpermeahle insulzNon shaLL 6e installed direc[ly under the air-impermeable insulation. 5.4. Where preformed insulation board is used as the air-impermeable insulaHon layer, it shall 6e seated at the perimeter at each individual sheei interio� suAace to form a mntinuous layer. 10. Woad framing members, induding wood sheathing, that rest on exterior foundatim walls and are less than 8" fiom ezposed earth shall 6e of naNralLy durabte or preservative-[reated wood. �z 3 i ��e�`�� EzteriorElevatlon Kevnotes �. (e) c�zde z. (�) Mai�, pa�-e! ��ect-� 3. (c`) Snicco wTll, typ. (E) Tile mof 5. (E) Wrought i�an guerd 6. (N) Nluminum door, ryp. 7. (N) Atuminum windaw, typ. 8. (N) Extenor siding, typ. See Elevation General Notes, Sheet A3.2 9. (N) Gu[ters, typ. 10. (N) Me[a� roofing, typ. 11. (N) Skytight, typ. See Proposed Ruof Plan, Sheet A2.9 12. (N) Stee� guard, 43" min height above roof deck. Stainless s[eel tension cable rail openings less than 4", typ. 13. (N) Woad deck 14. (N) Wood s[eps. (5) risers @ 6" a 2'-6", (�i) treads @ 12" s 2'-0". I5. Crawl space vents 6ehind deck, typ. See Proposed Lower Roor Plan, Sheet A2.6 16. Oirectventin wall 17. Fxtenor stucco, typ. See Elevatlon General Notes, Shee[ A3.2 18, Overhang soffi[s to be dear IPE. Refer to A6.1 Reftec[ed Ceiling Plan. _. �r�zii�,� ��n.,:��Ji uo �o, iac< burlingame, c'atifoinia 94011-1044 t. 650.558.88B5 e. info@Die6el5tudio.com � Y� � f � •to' � � pnvate residence gunerresidence 2656 summit drive burlingame, ca 94010 apn: 027.271.290 EXISTING WEST ELEVATION 1/4" = 1'-0" `` �sed archi�P C-25284 gary r. die6el \ iio/,9i J �dtP of caliio�ca job name gunerresidence joh number 161005 da[e 11.12.1) Q2.8.18 SiEing change PROPOSED WEST ELEVATION 1/4" = 7'-0" A3.4 ..,� a ��Wa om:�°„a � ae a�� `:'�n9��«M..�. "" � 12 ' 3 (Verify) _ __ � _ — . _ __ , _ .�-� Exterior Elevation Kevnotes i. (e) aay riie roor 2. (E) Grade 3. (E) Stucco watl, typ. 4. fN) Al�:ninum door.t�o. 5. (N) Aluminum windar�, ryp. 6. (N) Gutters, typ. 7. (N) Metal roofing, typ. 8. Ea[enor sNcm, typ See Elevation General Notes, Sheet A3.2 9 Overhang soffitr to be ctear IPE. Refer to A6.1 Reftected Ceiling Plan. t0. Under-ftoor vent, typ. See Elevacion General Notes, SheeY A3.2 and ProDosed Lower Roor Plan, Sheet A2.6 diebel I antl I coniyany J po �ex 104< 6urlingame, cahPomia 94011-1044 t. 650.558.8885 e. inlo@�iebeLStuGio.com � ,r� 0 � � o� 2 EXISTING WEST ELEVATION FROM COURTYARD A3.5 1/4" = 1'-0" 1 ,��a�e res;de��e guner resldena 2656 summit drive burlingame, ca 94070 apn: 02].2I1.290 PROPOSED EAST ELEVATION FROM COURTYARD 1/4" = 1'-0" �4� PROPOSED WEST ELEVATION FROM COURTYARD A3.5 1�4" a 1�-0�� ``e�5ed arch�fP�' C-25284 gary r. diebel � l0/19 J a rdtP oF caLiFo�� jab name guner�esiaence jabnumber 361W5 date 11.12.11 Q2.8.18 SiEing cM1ange � �� A3.5 .� m . �;��aok,�.a;.;�,.,,�,«�°�o„�. `;7°q ��.mb. " J r�. CUPPLES DESIGN STUDIO Landscopa Archiiecufre + planning 1756 Reliez Volley Roatl Lalayefte, CA 94549 925 890 5924 CupplesDesign5tudio.cam Guner Residence 2656 Summit Drive Burlingame, CA 94010 apn:027-277-290 Seals antl Signatures �SYISCAPF 49 yGCUpp'�f'�, � Q'� 4488 �`r �� *�* N��—�Q 9pF OBF 1� OP? No. Issue Dote 1 100% CONCEFr 9/18/17 Orrnving Tifle LANDSCAPE CONCEPT PLAN Sheet Number L1 • ■ oare 25 JULY 17 sca�a 1/9"=1�-�" � CONCEPT PLAN - HOUSE 0 8' 16' 24'�N P`o�edNo. 1703 � SCALE: 1/8"=1'-0" wmoao�iWc��o�,�,si�,so.u�r,ymw mmeemxnp�mameaq«ia �ae a am�.es'y sm,cin iaamon. u mwoa,cnon a nwecn�d woaem �renn �morree mm i �. -- — — � �. �� ,� � \� � O� . � � \ \ \ /��0' \ \ / � \ j ,�._ � . \ / \ . i __ _ — —. . / / .. � _ `\ � \ � , ,,--�� o� '� — " / � 9"20"24"OAK _ � � �� _ --- � - _ _ — � _ - _" ,,o � 30"OAK • — � � __-� �_�- � WOOD OR ALUMINUM GATE WITH HORIZONTALSL4TS, AND MOTORIZED. REMOTE OPERATED GATE CONTROLLER. KEY PAD OPTIONAL \ � � r�-� I � 1�_- I - I _ � ' CONCREfE COLUMN _ J � - � � - TO MATCH EXISTING � - — ` r �' -0� _ CONCREfE WALL . �' � �_ _ � - ul!(4 . � -�r� "�-.� � � �� MEfAL ADDRESS NUMBERS _ � - � - � � _-� -- � I „ _ _ / ':' -:,�.� — - _ � . ` ATfACHED TO F=CE OF _ � - -� � - -- - , � COLUM� �- �_ - � ��_.s � � �— _ � - � :�� - _ _- � _ _ — �_�- 1 _1� �_�- �� -�_�� ' �- �- � �� _ � - _ �- � � _�� _- __ _� �- — _- -�_ -- - "— ---�� 1 ---� --�— -�-- --- �_- __ __ _ _ -- — -= �— ---"/ --�- - - -- ---- _---- �, - -- �- �- _ �- - �_ <_ _ � . - ---- � " / _ -/ �, - - -- _ . - � _ � :_ �- �- �-- �_ �- - '� � � �_. � � � c� _ � i �� - I � �� `':.�\ - I � �� — - -/ �' / - - / / U _ 14"OAK -_ �_ _ � 4"6"TREE 16"OAK � - — / ,. � - - - �- �- __ � �- _�- _ - _ -__ -� �- � — / - --. _�- �-- , "-- � �_�-" �-�" — - - 6p/ �- - � 'S _/�- �- � � - —� _ l _ �� _ �- ��- - _ � - —�� '_ - / / _ / / i / �O � 1 ` 1 1 1 1 ` _ � CONCEPT PLAN — DRIVEWAY o 8� ,b� 24��" 2 SCALE: 1 /8" = 1'-0" � I � � � _ _ f��-` �- _� — '6-- ' � ..—J`;a.��1 � �- � � � �_ � � � __.,� �_ � �_ � � �`�_ � ' � ' __ � � - I � ' � � � �_ � � / � - i' � _ MEfAL'hDOEESS NUMBERS _ _ �'_�_�_� � _ � ATTACHED TO FA � � \ � CONCREiE PAD FLUSH WRH I � DRIVEWAY, 6" CONCREfE CURB ATBACK � � / / / / � HORIZONTAL WC�C WITH BI-FOLD GAS� NEW CMII COLUM HEIGHT, CLAD IN 5 VENEER WITH CAP \ � O M Al ADDRESS NUMBE - � - � _ � _ � � ' � _ . � COLUMN � �� A ACHED TO PACE OF � _ �� - .'. - � nJ ��- � � — / I C UMN � ` �_ �- � - � . . ,.,,, � �_ _ / - - . . � _ � _ --c _ � - � _ ✓' �*.%.�: �_ � _ � , � / - �"-5 � � - � IXISTING COLUMNS, REMOVE � � \ - �- - ,. . _ _ � _ _ � -� _ , �' � TOP "PINEAPPLP' ORNAMEM — � ._ _--___ '__ .. __ . � _ � _ � � ,,., .-. __'_�,_.�_' . . �AN¢�AP, BUILD LEFf . \ �- � ' � � . COLUM�03�MEFjEIGHT� � � � — _ � — __' � _ _�': ' � _ � � — -- _ � AS RIGHT, CL40IN STO�t E— - � � � � � � VENEER WITH CAP � _ - _ ' � ' �,_ � - . _ _ �- �-� ,,. -- �- '--,-_ _ -- - � I - '�_ �-� � �- -�_��_ `- _ _ _ __ �—_ � _ I - _ � _ �� -�_ '�_ �=, --�_ � �-�_ 1 1 _ -=__! � -- �- �_ I �' � � _ _ ` .� �- --_ _. �^�... � � - � _ � �- �- � � � � �'_ � '� �� _ ' — s�� _� � —' �_�,�"< � -�-� 1 1 ` � � 1 , � 1 � `. _ � '� ��_ � -�_ — i � � � � � i i / i / � \ � � \ \ \ 5 _' \ i �IV��% z� . _ � I � _ �� v % I ; / i \\\ � aN o� - -�� =386 i9 =379 �� 'CB ------ TC=385.57 � � RIM=38?.8; � so ..�N V= 379.'�� , i _ '� ' � ,_� =rc=;,% __ =z:;�,�—:� s�; , , �,; ;�_ . r:., . � : � / Landscape Architecuhe + planning 1756 Reliaz Valley Roatl Lafayetie, CA 94549 925 890 5924 CupplasDeslgrStutlb.com Guner Residence 2656 SummR Drlve Budingame, CA 94010 apn: 027-271-290 Seols and Signof�res �,N0.SCAPF ��yCCUPp�c,y Q' 4488 `n n *—�* N� —� �Q 9rF0lF1�\ o�� No. Issue Dafa 1 100%CONCEPT 9/18/17 orw.inp Tirle LANDSCAPE CONCEPT PLAN Sheef N�mber L■•2 �ate 25 JULY 17 sca�e �/8" =1'•0" � CONCEPT PLAN - DRIVEWAY o a� ,6� 24��N PfojeMNo. �]O3 SCALE: 1 /8" = 1'-0" m�m�+�a:m,amao��«iaene�aeea�rero�a ina ny �na rmm ey cuavm, oo�b� snueo. um oy rnee aan� �,m�nw ro�ame�. M renoacn� a��iao�<n,a ompeM �ann re:�.red mioi �. � � -L- � . � \ ` LEGEND AND NOTES ,�a ��MO e \ � EASEMENT NOTE NOTES -- BOUNDARY LINE �- CUY ANCHOR ��6j��PY F m;9? � ALL DISTANCES AND OIMENSIONS ARE o m i � EASEMENTS ARE SHOWN PER TITLE REPORT IN FEET AND DECIMALS OF A F00T. ETC 0.ECiRICAL/IELEPHONE/ D41CV IRRIGAiION CON7ROL VALVE �� \ PREPARED BY FlDELITY NATIONAL iI1LE CABLE N OVERHEAD UNE � `� COMPANY, 71iLE N0. FSMO-0111 501 51 4-BD, UNDERGRWND U7ILITY LOCATqV ------- EASEMEN7 UNE JOINT Pq.E a�E'�'�~ `� �`�\ DAiED AUGUST 26, 2015. IS BASED ON SURFACE ENDENCE. � P�� 4�H �'��c.rt \'� BUILDING FOOTPRINTS ARE x �� uNE O SSCO SANITARY SEWER CLEAN-OUT 1�S�QH�iUPE5�M0 ��, PIR��C�I�I� ��-G�4 SHOWN AT GRWND LEVEL. 55 SANITARY SEWER LINE � �` ` O SSMH SANITARY SEWER AIANHOLE o `� - ` � p� � SD STORM DRAIN LINE C1 m M � O SDCO STORM DRAIN CLEAN-WT rc FlNISH Fl.00R ELEVATtONS ARE TAKEN Z �� ` ��_ AT DOOR iHRESHOLD (EX7ERIOR) BW BOTTOM OF WALL O WM WA7ER METER �� m n �_\ �` �,`` FF FlNISH FLOOR pQ WV WAiER VALVE �> w 4 m n n Z rc �m n � �\, `` N0=9g.3p �' \_ 10.00� FL FLOW LJNE � W � o� <� � m BENCHMARK � \, 154,g � E \, SEWER EASEMENT INV INVERT XXX.XX $pOTGRADE Z ° W� J`��° `��° � \, 2 \, (2163 O.R. 287) � � J ��w�,mU \ \ PVC POLYVINYL CHLORIDE PIPE �- VICINITY MAP `�- ' �- zW UrN� � , � RCP REINFORCED CONCREIE PIPE W ' � � � �� rWi \ ` ASPHALT N ¢ NO SCALE \_` ` �\ � RP ROOF PEAK N� W a ��, � � �'�, TC TOP OF CURB . • • CONCRETE � Z �'� W �� ` �� TRC TOP OF ROLLED CURB ' ,'. e� w � a m m� / \ _ � � TOS TOP OF SLAB . " � • � • ' LA,yYId W > c�'� a � a i� 3 � ��` �\ TW TOP OF WALL r+ J v��<wm �.\� VCP VITRIFlED CLAY PIPE � PAVERS � w o 0 0 0 � \ � � CB CATCH BASIN � � � � �� i � � �\��302 � O EM ELECTRICAL ME1ER �� m� s�� 30� • FDC FlRE DEPARIIAENT CONNEC110N � • ��' � �� `-DI"tIPLUVE SIZE AS NOiED o � � m 3 - - � i� �3� j� FlRE HYDRANT J N i N o �� i�` _ pg O GM GAS MEIER Q� N ��o _ - � � � ��5� 9 � � ,ov�N -�� 310 W 'Z N �� p� � i - � - - � - � � � �� _�� -s,z BENCHMARK � (� a � - - � � � � � � -� � � �. � -314 piY OF BURLINGAME � $ITE BENCHMARK '-' � ` - - � � " � �. � � BENCHMARK /209 �j �y J� �� _/ � RAAISET NAIL AND WASHER IN 7HE �RVEY CONTROL PqNT �"� � � TOP OF WRB AT SUMAl1T ORIVE Q --310- �� `\ AND BURUNGVIEW DRIVE MAG AND SHINER SET IN ASPHALT a �`�- � - - - � � � � � ,i gOfiOE� ELEVA7ION � 444.91B• ELEVAiION � 384.8Y � � , , � � ,�. , � - - - - - _ - - - - - _ CpNCREZE `\` �\ 316:45 (qTY OF BURIJNGAME DATUM) � � 1 �� i / - `'� � � � 3 flI]EL - _ � � � . . 316.7 �. . .yp .� . . � - - - � � 377.888W \`'Ij � W - - - � "S�lEPS BRICK 317�.08 � `\ O �?o. �\ / � � � f - 32 3fr�N� - CONCREiE BORDER � � � � - - - � � 7.70BW �3�� 1��/ 31� � �� p� .. �,�0�� S� � � i6"OAK � � � � � �32� 324.O5TW� � ��7�26��, PAVERS �:� .00 l� �� . / �QVG � \ � - �324:92TN�- - ; � � 318.OSBW r�; �� !/ � � 316.35 � . ��' � z 3�� ; 3Z� � � 319.62BW � � _ / � � - � 318.608 �� l�i /' � ' �'� . �� . .. � � . �� SEWER�EASEMENT � � � � \ � 32 6TW P� � / � / . . W . y . (l� �� hlll `\ . ` ,�G �. RIM=315..�5 ' (36 MAPS 24) � a�y c�i � 3�4\ � �321.86BW P\N�N�'w _-i� -- "_^�ZZ LL ' 323.6 „ " ." y ! i;��, ��3f7.42 J � �s\A ✓��,` INV=3;`�'L8' � W o � O R�j ,' . _ . �. _.- - -.,-�p 3.69 �Q�C�C�� 2�i � 317.28 �� . 316. 7 . LG+\ / y� :. � � Q / .HO� . �324 : . .. _ . � � . 4�S PG� 77 FF : . Q 1� � . �Cp � . � � f 326.1 T4d �35 " ' ` ' ' �� CONCRETE - � . � 9 � AN EASEMENT FOR Z 3zq 4 5 yy ' ' ` • ' �- STEPPIHGQ �° � 3 7.14TW ��9°�'�� •�• �� \ � INGRESS-EGRESS EXISTS N � � ,. �S 4.4 , � �. ,. ,. LpyH.� , ` STONES p ' ' SDCO , 324.448W �,�¶ �(��[�� 317.22 ` � . OVER THIS DRIVEWAY PER j : ' p`` TOS / � � �iN�376.76 31a PARCEI THREE S " 324 c� � w . � v1.\ - INV�08,06.� (T1TLE REPORT) dc 326.76TW ` W � � � � qii 4 . ///' � � ` � 2 �� DOC. (88070628), HOWEVER � • 10'"TREE ` . .. . , .. �Y7;pgyy/S �� 343. 6 326.66 �� tva= \ �� THE LEGAL DESCRIPTION (326.�7?BW 32�4.9 " ` ` '325w368W S�' f RP / � 317.15 ,4'Q. / � T% /3�18.59 � TOS II� 0�.�. \ LCQ\`� FORN OIMPLETEMAND IS 327 41BW . 25 �.�. W. � icv �2�'2� _��' FF 326.96 / �� 327.Pg CB i� THEREFORE CANNOT BE T � 324.8 . II' , �l� � /�`�. �I/ FF , RIM.=317.� . � � . . ACCURATELY PLOTTE� � . ' / ! i � , INV=316.58 `, `�y, � � -�. � � _�y�P�' . . � �,�� 32��42 � 27 3 � � �� ;I� 378.42 �� . - � `� '. � � . �'� l �Il� TWO-STORY 327.10 �III �. � � / / p,�� 32p..f�- J ��'�`\ /'Sry`L.. � \ � � �327.30TW � G� (' , �'' S P� 320.42 \ s ` / �--� \ \� � -i� ,' 325.95BW 3YF.`36 ,J�/ ��F 59 SNCCO HOUSE ,� �.�Co CRfiTE .>,� , / .. FL . � , s./,\ . ��R . � \ � 33?. WJ, _ - t8"MAGNOLIA• `. / � � : V \ / /� � / F� �-1 \ �26.96 � � / ; 6/ : �r.. � � 7.51 327.10 ��'�� / • - � \ �x:� /t�$� , 322.04�� Y � � ..� / . � � W �J,. ,Y?3i0• � � \ � � ��y`L ,s��, l� i %1 ^ �. � P�.P . 3 �. FL � � �.� � _� � / ` � � /g26 � �y � p�• � \ � \ � c�t` � /�,; . S � 26.84 2s r � � .� fS� -� ` �� W W F \ \ \ \ � \ \ \ \ \ i�/ / / • ! � �27.57 328.68�' . .; �a�� p�� \ 32�L95 � \ � .QP?�'� ` �-�. � - � / /�Za� . � Q � d�SP 94 \ 9"TREE 32�.s�Tw , ';l� � I � �`cF` c� �r .� \ �6 �- / a a i!1 \ \ \ � � 327J7BW �l _,�� 2s � �,o io.00' • �� p� �� 331.6 � SEWE� E�EMENT � / � \ \ � \ \ � B � 326.90 � /I ' ( � \ �('11€J O.R. 287) / \� . � . .. -9 Q \ � \ \ �331.45�YV 329.40 . � � r �. � '� .. � � � � \1,�. � `� _ . �3'y7- �p� � \ 347. � � � 32 . BW \ � PAVERS 327 �� 326:98 . . . . � � � .. � 344J9BW� \ � � \ \ \ l� J27.53� m �i; /I � .�t� - � J / � / � � \ / � / / �y'SQ . 34q� � � \ \ �'` � O -� n �i%/. � 327.30� � � 327.15 � � � � - - / � � � %` � / �. 6 . . � � \ � � � � 331�SAT �F i �(� � � / � �'�� . ,. I \ � �, � 327.6 �... �( . i--J ��/ / � . : . � � 34H. TW \ � '( S 5�6"B�AK • 7 / .�- Si . � � 'S.�,' ' `\ i . .. ��- /26 � � 327.53 � �11i� � �- . �� . . / �_ �/ s`J' 346.19 � � �! � \ \ � � � . � � 327J6 :.. � 327�.38 � , i32 �" 1 g"20"24"OA�, � � / / i `� � ` -�' J_ _ � - - �v��% \ \ \ '� � � � � � � -f� � � _' - � � `.- �i , / : � � � \ \ 6�bAK. 331. ' . 8�\GK 327.80 . ..,, / � ;. .: ' � .38"� / , � .r- _' ^� \. /� ` � _e I ... l � � � � /�_ / - - � � �327.SSBW 327.45 /� - �- . /. - � \ \ w 327.88 : � � (- . j . � � �c "� 5� \ � � � \ ` � � 330.63TW � � � � y"�ry. �� EDGE QF PAVEMENT � � 6 � SSM ��- 34 . 2TW � \ �� 327.83BW 1 a g � 346.4 W 28 :.�1 � 1 . �. /.,.' ro � . ��RIHI= 3.49 1.�38 0 5 to 20 ��4 9� ��"K �� 3z�.47 . e• �� REVISIONS ev ` � � . � � � ... � IN �7.25 �. 1NV � f_� _ � \, � v�� / '� � . . I ... - � 344.27TW �� AI�P S �� \ 7 \ � \ \ j \ ,. \ ' 331:5� � N6RETE-RE7AINING WALL � . � . . . .. � � � � 2 49TV��- - - � . � ' � '� � �P63T' V\ �' 7.SZBW � - - - `, � � 337.42� . . . . � . ` 40.37BW- SCALE' 1" =10� 7"OAK � � :� �.asew � \ � � �342.69TW ��3"�'�k � � 2.92B _ _�. JOB N0: 2761259 48.13TW � 4g946W. � � � - - - - � � 534.1AT1N . � . . . . . . . �. � � O 45:13BW � _' � �� - 326.948W - / / � � � 14"OAK�� DAiE: 11-B-77 - - � i ` � �� T�.� � �� j � SCAIE: 1"=10' �� -�� N12'20 JO W 185 75 � � A � � � � � / � � � � � � ( / � FIEID BY: DR �� 9� � � \ \ � - - - -. - _-� / � / i � 4��6,�TREE 16"OAK � � c� °�� 10.00' \ •, ` RI \ �,i ` _ ��0 ��4 �� / / CONCRETE � � DRAWN BY: JN PUBLIC U11UTY , ` 4? �� (�jj`pj[��' �� `�^-`�.`M' ..�` SHEET N0: , EASEMENT (36 MAPS 25) \ c�� 1 �� } � `� � \ ti r O1 OF 02 SHEETS EMENT IS � E AND aNNOT BE PLOTTED .�j . .,,/ �r-'�. . : � j� �/ � � . �� ' . . . � �, / SSM >� 3 .49 . 1: 8 � � . � �/ T� ` -- P�G��C�� -Q 4 pG�l � � I I . `° .� -�'.___ . -�'� �INV� a - �" �. :. a "�� "�. � 1�� B-� M / ��1,,, ,E.DASt,t.tENT F�g I 352.56 � �.�"'� �RESS ' 137.28" 99' I - ��- � _-•�' �8 ��628� ��I� / - � � _F�- -"'� �.�357.86T _�-�"`-� 1•57'10"W � /._�_,�^' � _�.' 4. I� .-"�r 35 .B6TW �� -�"�'. . - - _ � _ - .'. i .. . I � -: 350 5GS41- ''�� . .:. . . � 348.98TW � -/� � � - / � / s�rzs iNv � f� _ � - �� ' � _ �.�.. � / 8, y/. �Z�.2T / 3TV�r- ._ 1 / 34� �yy�- � � �r' � � 10�W� / / � )BW - 7 � N2�'S7' / � � � / 20.!0�S0"/ / r � / / S( 6RMAI�SE 24) T �.�Q 9f�i � � �� / / �� Ml�P� �4 CONCRE7E � J � � r� �' � f ', � �,d � -' .._ .. � � EDGE OF PAVEA7ERT . . EASEMENT FOR 4i %r IN�'RE�-d��GRESS � � � � , � (sao�oeza� - -L _ ' . . � � �/ � - �378.83 � � � . � arw / s's ` �' ...378.4 � � � g�P�C . � ��.. 81.88TW _ - � _.. ' - � � . � '� 63BW . .�' _ � . � � . . � 37 5� _,` - � � - EDGE pF o.._ . � �. � '�^�'tR=� 15.00' EASEMENT FOR INGRESS-EGRESS PARCEL THREE (88070628) � . �N , /� � BRICK � r �� I I M 10�.00' .. �. � SEWER EASEMENT (2163 O.R. 2B7): I�. � - 1 _ �_I 1`_ I � �_ D=11' 0 � � � / / / �s. VC �_ �2= _ xu � �� /o.00' � Z�ASEMENT FOR - INGRESS-EGRESS PARCEI THREE (88070628) ' ' �� G�b�P� ��1 ss y'� 21�1=358.22 ,y� � _ �� - ` � .. -352. I .. ssco � .. � _ � A=ERM . . .. / ��' p� -'� _ S5, .� _ �.� _ 61.911W ��__/ _ .. � -�' �o'b'�-�_ : 5�.46BW � 1� `_ . "� _ ... � _�� . � � � . -- _ _ / �_ : . . N01 40' , "�1 .. . ' --ji,_ :. . _ 366 1 TW /f �- _ `� /_ _ / qr /,y1 - -�-r. , �� _ � _ � AC E __ - � Y � - / � / . �nj-� � EASE '� � � �.. � . . � GON- � -� _� � � � . ,�-,` �. ` I . � . � 195.. �.. .. �� 1NZ.'HE9'. __ _ � ETE RETq�NING W- 372.07TW ��00 �., � . S � . (88 . AL��.W T 1 30.00� _ ' � �377:34'RN� � � _ � � � . . EASEMENT FOR � -�' �3Z3,69BW � � �. _ � ' � 3 � 8T� INGRESS dc EGRESS 6' WOOD FENCE + N��'4000 � � 7.4 ' FOR ROAD PURPOSES W � �� ` '��.. (2689 O.R. 645) / 30.00' � �� SEWER dc DRAINAGE EASEMENT (36 MAPS 24) �93•68 � � � �G � C � _ '�`� �� 2.ZOTRC � 32.52FL �Q� Jg3.58TC CB �� - ✓ 363:11FL . TC=383.89 � RIM=383.14 � � -� INV=381.29 � 383.20TR CONCR�1'E ' . 383.03F CURB- &� - � � GUTTER �� c�384 30TC � . �^ � 383.88FL � .�� , 383:93TRC .,`b . . 63.76FL � _, �� 384.50 .. � � � . : � 384. Fl . � � . . . � SS��%� SSMH � �� -�386 � �T(� )RIM=386:79 �J INV=379.59 . . �B. � � � �. � � TC=385:57 n RIM=384.82 CONCRETE �$6 . . �INV=�6�9.57 CURB & . . � 386.22TC � . PyC . �.. GUTTER. �� 387.46TC 385.91FL � . 387.O7F1 B -. � � 7C=387.a5 � 387.43TC RIM=3B6.70 386.98FL INV=384.65 NOTES � asTuaces �No aMa+s�oNs �E IN FEET AND DEqMALS OF A F00T. UNDERGRWND UTilJTY LOCAiION IS BASED ON SURFACE EVIDENCE. BUILDING FOOIPRINiS ARE SHOWN AT GRWND LEVEL. FlNISH FLOOR ELEVATIONS ARE TAKEN AT DOOR iHRESHOLD (EXiERIOR) EASEMENT NOTE EASEMENTS ARE SHOWN PER T11LE REPORT PREPARED BY FlDELITY NATONAL T1LE COMPANY, iliLE N0. FSMO-0111501514-BD, DAIED AUGUST 28, 2015. BENCHMARK q7Y OF BURLINGAME BENCHMARK /209 RAMSET NAIL AND WASHER IN iHE TOP OF CURB AT SUAIAl1T DRIVE AND BURLJNGVIEW DRIVE ELEVAiION � 444.918' (qTY OF BURLINGAAIE DA7UA1) � SITE BENCHMARK suRver coNrna ParrT MAG AND SHINER SET IN ASPHALT aFvnna+ - �.e�' d�5� 9� �� Ji �p� �dS ETC- x SS SD BW FF FL �NV P VC RCP RP TC TRC TOS TW VCP � � CB O EM • FOC O GM M -L- � VICINITY MAP NO SCALE EOGE OF PAVE � .� i FOR � �� . . .. ,�GRESS� �y � � � � ' � . i26}� -� _ �- _ `378.83 � . .' . � �� ` �'�( ( � � _ B�PVQ � I . .. 1.88 W �_'��_ �.._ . . . . 63BW �. . . � � � ��- � _ . . � � 379.16 - _` - � EDGE OF pqy�MENT � - � � PAVfRg ��_ // , 5.0�� '- EASEMENT FOR INGRESS-EGRESS PARCEI hiREE (88070628) LEGEND AND NOTES BOUNDARY LINE •- ELECTRICAL/TELEPHONE/ D41CV CABLE N OVERHEAD LJNE � EASEAIENT IJNE � FENCE UNE O SSCO SANITARY SEWER UNE Q SSMH STORM DRIUN LJNE O SDCO eorroM ov w�u o w,,� FlNISH FLOOR � � FLOW UNE � INVERT XXX.XX POLWINYL CHLORIDE PIPE � REINFORCED CONCRETE PIPE ROOF PEAK TOP OF CURB TOP OF ROLLED CURB '° . TOP OF SlAB • . � . . . - TOP OF WALL NTRIFlED CLAY PIPE � �,;�`�` �} `t'� CATCH BASIN `'�r r�� ELECTRICAL METER FlRE DEPAR7MENT CONNECiION • �`-JRIPLWE FlRE HYDRANT i GAS YEIER GUY ANCHOR IRRIGATION CON7ROL VALVE JqNT POLE PILLAR SANITARY SEYYER CLEAN-WT SANITARY SEWER MANHOLE STORM DRAIN CLEAN-WT WAiER METER WAiEN VALVE BENCHMMK SPOTGRADE ASPHALT CONCRE7E UWN PAVERS 7REE: TYPE AND SIZE AS NOTED � I �� / 0 5 10 20 SCALE: 1" =10' `p LANp o+� aY F' �`� .;e� s±� " o n$ . wn �es a °�' tt'°��e c °� �� r °r,cN �� ¢ � ,�r �� S�ChAiURE5�N0 U � � ...L M o Z p�� [�>NM� K ¢mm�� 1.� N ��Ubm O Z � .�-..�-. �r � a��Srn�U Z U^v,� W . ¢ooai:.W tnn¢....N a Q rc � � w � Q � Z '�� w m (� J e!S w �aro°'; zazoo � S �a��n3 v ��amm �' aN� w'0000 a�a�nin �� >m�v.� V m��-� � W �N � w � � Q ~ a �, r-�.� � F-i � W � � � � � �z �� 0 m a i n � 0 a z 0 0 � s � �..� 1--1 �a� F+� � w a�� E"� REVISIONS 81 JOB N0: 2161259 DATE: 11-8-17 SCALE: 1"=10' FIELD BY: DR DRAWN BY: JN SHEET N0: su2 02 OF 02 SHEETS