HomeMy WebLinkAboutReso - PC - 2024-03.25-9ARECORDING REOUESTED BY
Planning Department
City of Budingame
WHEN RECORDED [,1AIL TO
CO[/MUNIry DEVELOPMENT DEPART[/ENT
CITY OF BURLINGAME
501 PRIMROSE ROAD
BURTINGAME, CA 94010
2024-030194
4119 pm O6t11t2O24R1 Fee: NO FEE
Countof pages 17
Recorded in Off icial Recods
Co unty of San fulateo
Mark Church
1;r{ i rryiiffi
'il
l,nil iirri,rtilfirfl r[ ruU fr irrU r rurl
Resolution No. 2024-03.25-9A
9OO PALON4A AVENUE
APN 025-221-130
I hereby certify this to be a full. true and conect mpy of the
document it purports to be, the original of which is on file in my
office.
5 2024
b^,n hrkwv
ct7 Y
ATED UU bNE
Date
Kevin Gardiner, AICP, Community Development Di
DocuSign Envelope lD: FBE65DDE-3519-447C-880A-A7F336C210A1
,{
TITLE OF DOCUMENT
RESOLUTION APPROVING CATEGORICAL EXEMPTION, DESIGN REVIEW,
AND FENCE VARIANCE
RESOLVED, by the Planning Commission of the City of Burtingame that
WHEREAS
Review for
a Categorical Exemption has been prepared and application has be en made for Desion
contains an existinoa new.tvvo-story sinqle-unit dwellino and a ched oaraqe on lot that
sinole-unit llinq (to remain) and Fen ce Variance at 900 P 2 o m Avenue Zon 900 PalomaedR-2
LLC, orooertv owner , APN: 025-221-130
WHEREAS, said matters were heard by the Planning Commjssion of the City of Burlingame on March
25.2024, at which time it reviewed and considered the staff report and all other written matenals€nd
testimony presented at said hearing.
Now, THEREFORE, it is RESOLVED and DETERMTNED by this ptanning commission that.
on the basis of the lnitial study and the documents submitted and reviewed, and comments
received and addressed by this Commission, rt is hereby found that there is no substantial
evidence that the project set forth above will have a significant effect on the environment, and
categorical exemption, per CEQA Section 15303 (a), which states that construction of a limited
number of new, small facilities or structures including one single family residence or a second
dwelling unit in a residential zone is exempt from environmental review. ln urbanized areas, upto three single-family residences maybe constructed or converted under this exemption, is
hereby approved.
Said Design Review and Fence Variance are approved subject to the conditions set forth in
Exhibit "A" attached hereto. Findrngs for such Design Review and Fence Variance are set forth
in the staff report, minutes, and recording of said meeting.
1
2
J
do hereby certify that the foregoing
Planning Commission held on
, Secretary of the Planning Commission of t
resolution was introduced and adopted at a
the 25th dav of March. 2024 by
It is further directed that a certified copy of this res
the County of San Mateo.
L tl)
be re d in the official records of
irperson ,.p6\ftt
he City of Burlingame,
regular meeting of the
the following vote:
gqp PALOIA AVE - RESO 202lHxt.2s4AAYES; HORAX, LOWEI|TH-AI-
PFAFF, SCHMID, S}IC'RES. TSENOES: NOi{E
ABSEI{T NOI{E
RECUSED: COIIAROTO
t,
Secretary
EXHIBIT "A"
Conditions of Approval for Categorical Exemption, Design Review, and Fence Variance
900 Paloma Avenue
Effective April 4, 2024
Page 1
,1 that the project shall be built as shown on the plans submiiled to the Planning Division date
stamped March 5, 2024, sheets T1.0 through Ai.0, A1..1 through A9.0, ADUl ihrough ADU4,
L-1 through L-3, and C-0 through C-4;
that on the new two-story single-unit building, the height of the stucco siding shall be reduced
and replaced with horizontal cedar siding shown on the upper floor; and that the knee braceand horizontal trim (between the stucco and horizontal siding) design elements on the
accessory dwelling unit structures be incorporated into to the single-unit building;
that the property owner shall be responsible for implementing and maintaining all treeprotection measures as defined in the arborist report prepared by Kielty Arborist-Services,
dated September 26,2023: requtred tree protection zones (fencing) shall be installed prior toany demolition or constructton,
that any changes to building materials, exterior finishes, windows, architectural features, roofheight or pitch, and amount or type of hardscape materials shall be subject to planning
Division or Planning commission review (Fyl or amendment to be determined by planning
stafO;
that any changes to the size or envelope of the basement, first or second floors, or garage,which would include adding or enlarging a dormer(s). shall require an amendmenito thispermit;
that any recycling containers, debris boxes or dumpsters for the construction project shall beplaced upon the private property, if feasible, as determined by the community development
Director;
that demolition for removal of the existing structures and any grading or earth moving on thesite shall not occur until a building permit has been rssued and iuch site work inatt oerequired to comply with all the regulations of the Bay Area Air euality Management District;
thal prior to issuance of a building permit for construction of the project, the project
construction plans shall be modified to include a cover sheet listing all conditions of approvaladopted by-the Planning commission, or city council on appeal; which shall remain a part ofall sets of approved plans throughout the construction process. compliance *itn ,ltconditions of approval is required: the conditions of approval shall not be modified or
changed without the approval of the planning commission, or city council on appeal;
that all air ducts, plumbing vents, and flues shall be combrned, where possible, to a singletermination and installed on the portions of the roof not visible from the sireet; and that theseventing details shall be included and approved in the constructron plans before a Buildingpermit is issued;
that the project shall comply with the construction and Demolition Debris Recycling
Ordinance which requires affected demolition, new construction and alteration prolects tosubmit a waste Reduction plan and meet recycling requirements; any pariial' or fulldemolition of a structure, interior or exterior, shall require a demolition permit;
2
4
5
6
7
I
I
3
10.
11 . that the project shall meet all the requirements of the California Building and Uniform Fire
Codes, in effect at time of building permit submittal, as amended by the City of Burlingame:
THE FOLLOWING CONDITIONS SHALL BE MET DURING THE BUILDING INSPECTION
PROCESS PRIOR TO THE INSPECTIONS NOTED IN EACH CONDITION:
12. that prior to scheduling the framing inspection the applicant shall provide a certification by theproject architect or residential designer, or another architect or residential design
professional, that demonstrates that the project falls at or below the maximum approved floor
area ratio for the property;
EXHIBIT "A"
14
15
16
that prior to scheduling the foundation inspection, a licensed surveyor shall locate the
property corners, set the building footprint and certify the flrs!floor elevation of the new
structure(s) based on the elevation at the top of the form boards per the approved plans; this
survey shall be accepted by the City Engineer;
that prior to scheduling the framing inspection the project architect or residential designer, or
another architect or residential design professional, shall provide an architectural certification
that the architectural details shown in the approved design which should be evident at
framing, such as window locations and bays, are built as shown on the approved plans;
architectural certification documenting framing compliance with approved design shall be
submitted to the Building Divisron before the final framing inspection shall be scheiuled;
that prior to scheduling the roof deck inspection, a licensed surveyor shall shoot the height of
the roof ridge and provide certification of that height to the Building Division; and
that prior to final inspection, Planning Division staff will inspecl and note compliance of the
architectural details (trim materials, window type, etc.) to verify that the project has been built
according to the approved Planning and Building plans.
Conditions of Approval for Categorrcal Exemption, Design Review, and Fence Variance
900 Paloma Avenue
Effective April 4, 2024
SITETITLE PAGE
See DetailsT1.0APPLICABLE CODESREFERENCE SYMBOLSBUILDING DATACONSULTANTSDESIGNER FORM + ONE DESIGN CONTACT: TIM RADUENZ 4843 SILVER SPRINGS DR. PARK CITY, UT. 84098 P: 415.819.0304 E: tim@formonedesign.comOWNERS 900 PALOMA AVE., LLC. 900 PALOMA AVE. BURLINGAME, CA. 94010TITLE 24 NRG COMPLIANCE INC. RICK ROCKLEWITZ P.O. BOX 3777 SANTA ROSA, CA. 95402 P: 707.237.6957CIVIL ENGINEER PRECISION ENGINEERING TRAVIS LUTZ 1331 OLD CTY RD, STE B BELMONT, CA. 94002 P: 650.226.8640ARBORIST KIELTY ARBORISTS DAVID BECKHAM P.O. BOX 6187 SAN MATEO, CA. 94403 P: 650.532.4418900 PALOMA AVE., LLC900 PALOMA AVE.BURLINGAME, CA. 94010T1.0GNCGSWSW2AR1AR2AR3AR4AMPFAR1OF1A1.0A1.1PHA2.0A2.1A2.2A3.0A3.1A4.0A4.1A5.0A9.0ADU1ADU2ADU3ADU4EA3.0EA3.1TITLE PAGEGENERAL NOTES / AMPCAL GREENCONSTRUCTION BEST MANAGEMENT PRACTICESSTORMWATER MANAGEMENT DETAILSARBORIST REPORTARBORIST REPORT (CONT)ARBORIST REPORT (CONT)ARBORIST REPORT (CONT)ALTERNATE MEANS OF PROTECTION LETTEREXISTING / PROPOSED FARTOPOGRAPHIC SURVEYPROPOSED SITE PLANPROPOSED IMPERVIOUS SURFACE CALC3D RENDERSARCHITECTURAL DRAWINGSPROPOSED FIRST FLOOR PLANPROPOSED SECOND FLOOR PLANPROPOSED ROOF PLANPROPOSED FRONT + REAR ELEVATIONSPROPOSED RIGHT + LEFT ELEVATIONSPROPOSED BUILDING SECTIONSPROPOSED BUILDING SECTIONSCONSTRUCTION DETAILSDOOR / WINDOW / FINISH SCHEDULESADU1 PROPOSED FLOOR PLAN + ELEVATIONSADU1 PROPOSED ROOF PLAN + SECTIONS + SCHEDULESADU2 PROPOSED FLOOR PLAN + ELEVATIONSADU2 PROPOSED ROOF PLAN + SECTIONS + SCHEDULESEXISTING ELEVATIONS (OF HOUSE @ FRONT OF PROPERTY) FOR REFERENCE ONLYEXISTING ELEVATIONS (OF HOUSE @ FRONT OF PROPERTY) FOR REFERENCE ONLYFIXTURE OR EQUIPMENT SYMBOL T.W. 12.0 T.P 15.6 T.C 14.0 78 92203BED RM.CDABSheet numberMATCH LINE, SHADED SIDE ISCONSIDEREDNumber indicates color and / or materialEXISTING CONTOURSNEW OR FINISHED CONTOURSTOP OF PAVEMENTTOP OF WALLTOP OF CURBSETBACK LINEPROPERTY LINEREVISION SYMBOLSCloud around revisionWORK, CONTROL, OR DATUM POINTCOLOR / MATERIAL SYMBOLROOM REFERENCEEXT. DOOR & WINDOW SYMBOLIndicates door & window numberINTERIOR DOOR SYMBOLIndicates door numberRoom nameRoom numberNumber indicated elevation, wall sectionor detailBLDG & WALL SECTION REFERENCEArrow indicates direction of viewLetter indicates building sectionSheet numberINTERIOR ELEVATION REFERENCEArrow indicates direction of viewLetter indicates building elevationSheet numberDETAIL REFERENCENumber indicates wall sectionEXTERIOR ELEVATION REFERENCEArrow indicates direction of viewSheet numberTITLE SYMBOLSSheet numberGRID LINE REFERENCEEXTERIOR FINISHESWALL FINISH: (N) STUCCOROOF: (N) CLASS A, ARCHITECTURAL ASPHALTSHINGLESWINDOWS: (N) WOOD CLAD WINDOWSParticle Bd.Prefabricate(d)Plate (line)PlasterPlywoodPanel(ing)Paint(ed)PairPre CastPressure TreatedQuarry TileRiserRadiusReinforceRelocateRemoveRequiredResilentRough OpeingRedwoodSee Struct. Dwg.ShelfSheathingSimilarSealerSpecificationSquareStandardStainless SteelSuspendedSymmetricalTreadTowel BarTemperedTougue & GrooveThroughTop of SurfaceToilet PaperDispenserTypicalUnless OtherwiseNotedUnfinishedVerticalVert. GrainWhite BrothersWoodWindowWrought IronWith (out)WaterproofWater ResistantWainscotPBDPFBPLPLASPLYWDPNLPNTPRPRCSTPTQTRRADREINFRELOREMOREQDRESILRORWDSSDSHSHRSIMSLRSPECSQSLDS. STLSUSPSYMTTBTEMPT>HRUTOSTPDTYPUONMECHUNFVERTVGWBWDWDWWIW/OWPWRWSCT&d@CO#ABABVACACOUSADHADJAGGALAPAPXBDBELBLKBMBOTBRKBSBTWNCABCEMCERCICLGCLKGCLRCMUCNTRCOLCOMPOCONCCONNCONSTCONTCPTDBLDEMODFDIADIAGDNDRDSDRAEAELELECENCLEQEQPTEW(EX)AndPennyAngleAtCenter lineDia. or roundPerpendicularPound or No.Anchor BoltAboveAsphalt Conc.AcousticalAdhesiveAdjustableAggregrateAluminumAccess PanelApproximateBoardBelowBlock(ing)BeamBottomBrickBoth SidesBetweenCabinetCementCeramicCast IronCeilingCaulkingClearConc. Mas. UnitCounterColumnCompositionConcreteConnect(ion)ConstructionContinuousCarpetDoubleDemolishDouglas FirDiameterDiagonalDownDoorDown SpoutDrawerEachElevationElectricalEnclosureEqualEquipmentEach WayExistingEXHEXPEXPOEXTFBOFDNFINFLFLASHFLOURFLXFOCFOFFOXFOFPLFTGFURRFUTGAGALVGBGIGLGRGYPHBDHDHDRHWDHORINTINSULJSTJTLAMLTLVRMASMCMECHMEMBMFRMIRMNTMTLNICNTSO/OCOPNGOPPPPARExhaustExpansionExposedExteriorFurinshed byOwnerFoundationFinishFloor (line)FlashingFluorescentFlexiableFace of Conc.Face of Fin.Face of StudFinished OpeningFireplaceFootingFurringFutureGaugeGalvanizedGrab BarGrab IronGlass/GlazingGrade (Ground)GypsumHard BoardHeavy DutyHeaderHardwareHorizontalInteriorInsulationJoistJointLaminateLightLouverMasonryMedicine CabinetMechanicalMembraneManufacturerMirrorMount(ed)MetalNot inContractNot to ScaleOverOn CenterOpeningOppositePlasticParallelSHEET INDEXELECT/MECH SYMBOLSABBREVIATIONSVICINITY MAPMATERIAL SYMBOLSDuplex convenience outlet & plateFloor convenience outletGFI duplex convenience outletFourplex outletDuplex conv. outlet, 1/2 hot, 1/2 switched220V amerage as per equipmentGFI/W.P. weatherproof outletFlush mounted floor & ceiling outletJunction boxTelevision outletTelephone outlet & plateFlood lightCeiling fixtureWall lightPorclein recepticle w/ pull chainIndirect cove lightingRecessed ceiling can lights4" recessed low voltage w/ directional trimRecessed ceiling lightWaterproof ceiling fan/light & plateRecessed waterproof exterior up lightSingle pole switch3 way switchSwitch w/ dimmerDoor activated switchMotion detectorTimer (switch)Vacancy sensor w/ dimmer "manual on"Vacancy sensor "manual on"Weatherproof switchCountertop air switchDoorbell pushbuttonChimeSmoke detectorThermostatSpecial outletInstant start florescent lightLandscape lightElectrical panel boardExistingDelete existingReplace existingGas outletHose bibCeiling/floor supply registerCeiling/floor return registerWall diffuserT.V./Computer OutletCentral vacuum inletAutomatic garage door switchAlarm control keypadRE DEE 36" ETC CH T SD CSM S D 3S S
FAN S JSSTSV/DSVSWP
GFI220vWP G HB4 x 12 CDFD4 x 12 CDFDCvGAMECHANICAL + ELECTRIC DRAWINGSMECH. + ELECT. PLANSMECH. + ELECT. CUTSHEETSTITLE-24TITLE-24 CONT.STRUCTURAL DRAWINGS-LANDSCAPE DRAWINGSLANDSCAPE LAYOUT PLANPLANTING PLANPLANTING DETAIL AND WATER CALCCIVIL DRAWINGSCIVIL TITLE SHEETNOTES SHEETGRADING AND UTILITY PLANEROSIONS AND SEDIMENT CONTROL PLANBEST MANAGEMENT PRACTICESDETAIL SHEETME2.0ME3.0ME4.0ME4.1-L-1L-2L-3C-0C-1C-2C-3C-3.1C-4 Sheet Scale:All drawings & Specifications provided as instruments of service are the property of the Designer whether the project is executed or not.It is unlawful for any person, without the written consent of the Designer. To duplicate or make copies of these documents,partly or in whole, for use for other projects & buildings.
Rev.:Description :Date :
Revisions4843 SILVER SPRINGS DRIVE E-mail: TIM@FORMONEDESIGN.COM Ph: 415.819.0304Park City, UT 84098900 Paloma Ave.,LLC
900 Paloma Ave.
Burlingame, CA 94010
Title :
Project :
Date :07.27.23Drawn :TIM RADUENZ22_45Job No. :
Owner :
APN#: 026221130
Contractor :
Zoning: R-2
PLANNING SET
900 Paloma Ave., LLC
900 Paloma Ave.
Burlingame, CA 94010
oneDESIGN PLANNING formLot Size: 0.2844 ACRES : 026-221-130: 12,264 SQ.FT. LOT AREA:(E) FAR TOTAL :CAL GREEN BUILDING MEASURE(*) = FUTURE SHEETSGravel / Rock fillPrecast concreteBituminous pavingPlywoodRigid insulationEarthWoodSteelStone VeneerConcrete BlockGypsum boardConcreteBrick VeneerBatt insulationMetal LathMarble / tileExisting constructionWood frame constructionMetalSand/ Mortar/ PlasterExisting const. removedCONSTRUCTION HOURS1. NO PERSON SHALL ERECT (INCLUDING EXCAVATION AND GRADING), DEMOLISH, ALTEROR REPAIR ANY BUILDING OR STRUCTURE OTHER THAN BETWEEN THE HOURS LISTEDBELOW.CAL GREEN BUILDING CODE CHECKLIST: 2022 California Plumbing Code2022 California Mechanical Code2022 California Electric Code2022 California Energy Code CITY OF BURLINGAME MUNICIPAL CODE2022 California Fire Code2022 California Green Building Standards Code2022 California Residential Code2022 California Building CodeCONSTRUCTION HOURSWEEKDAYS:SATURDAYS:SUNDAYS AND HOLIDAYS:8:00 A.M. - 7:00 P.M.9:00 A.M. - 6:00 P.M.NO WORK ALLOWEDHIDDEN CONDITION NOTES1. Any hidden conditions that require work to be performed beyond the scope of the building permit issuedfor these plans may require further City approvals including review by the Planning commission.(E) EXISTING HOUSESQ. FT.CONSTRUCTION HOURS IN THE CITY PUBLIC RIGHT-OF-WAY ARE LIMITED TO WEEKDAYSAND NON-CITY HOLIDAYS BETWEEN 8:00 A.M. AND 5:00 P.M.(SEE CITY OF BURLINGAME MUNICIPAL CODE, SECTION 13.04.100 FOR DETAILS)DUE BEFORE ISSUANCE1. RECYCLING + WASTE REDUCTION FORM (FINISHBEFORE ISSUANCE)2. SEWER BACKWATER PROTECTION CERTIFICATE(FINISH BEFORE ISSUANCE)3. STORM WATER CONSTRUCTION POLLUTIONPREVENTION PERMIT (PRIOR TO PERMIT ISSUANCE)4. SANITARY SEWER LATERAL TEST (PRIOR TOPERMIT ISSUANCE)SCOPE OF WORK1. PROPOSED 2-STORY HOME IN REAR OF PROPERTY(BEHIND EXISTING 1-STORY HOME)2. PROPOSED DETACHED ADU3. REMODEL OF (E) 1-STORY HOME (UNDERSEPARATE PERMIT)FIRE DEPARTMENT NOTES:1. AN AUTOMATIC SPRINKLER SYSTEM IS REQUIRED THROUGHOUT THE ENTIRE NEW HOUSE, ADU1 AND ADU2 (ALL NEW STRUCTURES), UNDER ASEPARATE PERMIT. FIRE SPRINKLER CONTRACTOR WILL BE PROVIDED THE AMP AND WILL BE INCLUDED IN THEIR SEPERATE SUBMITTAL.2. APPROVED NUMBERS OR ADDRESSES SHALL BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH A POSITION AS TO BE PLAINLY VISIBLEAND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. NUMBERS SHALL CONTRAST W/ THEIR BACKGROUND.3. PROVIDE A BACKFLOW PREVENTION DEVICE-USC APPROVED DOUBLE CHECK VALVE ASSEMBLY FOR FIRE LINE. GENERAL CONTRACTOR SHALLENSURE THE DOUBLE VALVE ASSEMBLY FOR FIRE PROTECTION SHALL BE TESTED AND APPROVED BY A SAN MATEO COUNTY ENVIRONMENTALHEALTH APPROVED CONTRACTOR PRIOR TO SCHEDULING WATER DEPARTMENT FINAL.4. A SCHEMATIC OF THE DOMESTIC/FIRE PROTECTION WATER LINE SHALL BE SHOWN ON THE SITE PLAN/CIVIL DRAWINGS PAGE OF THE BUILDINGPLANS. THIS SCHEMATIC SHALL DETAIL THE LINE FROM THE WATER METER TO STRUCTURE AND INDICIATE THE LOCATION OF THE DOUBLEBACKFLOW PREVENTION DEVICE ON THE FIRE PROTECTION LINE AFTER THE SPLIT BETWEEN DOMESTIC AND FIRE PROTECTION LINES.5. FIRE FLOW SHALL MEET REQUIREMENTS OF CALIFORNIA FIRE CODE APPENDIX IIIA. FIRE FLOW FOR RESIDENTIAL BUILDINGS LESS THAN 3,600 SQ.FT. SHALL BE PROVIDED AT 1,000 GPM UNLESS PROTECTED BY AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM, THEN IT MAY BE REDUCED BY50%6. MIN. 1" WATER METER REQUIRED.7. THE NEW CARPORT BETWEEN THE EXISTING HOUSE AND NEW HOUSE SHALL BE CONSTRUCTED OF NON-COMBUSTIBLE CONSTRUCTION.8. ALL EXTERIOR WALLS OF THE NEW HOUSE AND BOTH ADUS SHALL BE OF ONE-HOUR RATED CONSTRUCTION, TESTED FROM BOTHINTERIOR / EXTERIOR SIDES.9. ALL EXTERIOR GLAZING OF THE NEW HOUSE AND BOTH ADUS SHALL BE DOUBLE-PANED, 100% (BOTH PANES) TEMPERED GLAZING.10. THE NEW HOUSE AND BOTH ADUS SHALL HAVE FIRE-RESISTANT EAVES.APN #:(E) COVERED PORCH (N/C)BUILDING + PUBLIC WORKS NOTES:1. A MINIMUM OF 65% OF THE NON- HAZARDOUS CONSTRUCTION + DEMOLITION WASTER GENERATED AT THE SITE WILL BEDIVERTED TO AN OFFSITE RECYCLE, DIVERSION, OR SALVAGE FACILITY PER CITY OF BURLINGAME ORDINANCE + 2022 CGC §4.4082. AN OPERATION AND MAINTENANCE MANUAL WILL BE PROVIDED TO THE BUILDING OCCUPANT OR OWNER. 2022 CGC §4.410.13. UPON REQUEST, VERIFICATION OF COMPLIANCE WITH THIS CODE MAY INCLUDE CONSTRUCTION DOCUMENTS, PLANS,SPECIFICATIONS, BUILDER OR INSTALLER CERTIFICATION, INSPECTION REPORTS, OR OTHER METHODS ACCEPTABLE TO THEBUILDING DIVISION THAT WILL SHOW SUBSTANTIAL CONFORMANCE WITH THE 2022 CODE REQUIREMENT.2022 CGC §703.14. AT TIME OF ROUGH INSTALLATION, DURING STORAGE ON THE CONSTRUCTION SITE, AND UNTIL FINAL STARTUP OF THEHEATING, COOLING & VENTILATING EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENTS OPENINGSWILL BE COVERED W/ TAPE, PLASTIC, SHEET METALS, OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TOREDUCE THE AMOUNT OF WATER, DUST, OR DEBRIS THAT MAY ENTER THE SYSTEM. (CGC 4.504.1).SOILS GEOFOUNDATION INC. 486 CHELSEA XING SAN JOSE, CA. 95138 P: 408.710.6701SURVEY SAVIOR P. MICALLEF LAND SURVEYING 421 WILDWOOD DR. S. SAN FRANCISCO, CA. 94080 P: 805.709.2423LANDSCAPE ARCHITECT MUZIK DESIGN STUDIO AGNES TUNG 1117 WAYNE WAY SAN MATEO, CA. 94402 E: agnesytung@gmail.comSTRUCTURAL ENGINEER SUNG ENGINEERING PETER SUNG 29300 KOHOUTEK WAY STE 190 UNION CITY, CA. 94587 P: 510.475.7900SQ. FT.1,3210 / 73(E) COVERED PORCH (N/C) 0 / 19 SQ. FT.1,321 SQ. FT.ZONING: R2USE OF BUILDING: RESIDENTIALOCCUPANCY: R3TYPE OF CONST.: V-BNUMBER OF (N) STORIES: 2-STORY(E) NUMBER OF DWELLINGS: 1(N) NUMBER OF DWELLINGS: 2PARKING: COVERED - 2, UNCOVERED - 1(N) SPRINKLERED: YESREACH CODE1. NATURAL GAS IN NOT ALLOWED FOR SPACEHEATING, SPACE COOLING, WATER HEATING, ORCLOTHES DRYING FOR NEW BUILDINGS.1. PUBLIC WORKS REQUIRES A SEWER BACKWATER PROTECTION CERTIFICATE PRIOR TO PERMIT BEING ISSUED.2. STORM WATER CONSTRUCTION POLLUTION PREVENTION PERMIT IS REQUIRED, NOTE: AN INITIAL FIELD INSPECTION IS REQUIRED PRIORTO START OF ANY CONSTRUCTION (ON PRIVATE PROPERTY OR IN THE PUBLIC RIGHT-OF-WAY.3.RECYCLING + WASTE REDUCTION FORM WILL NEED TO BE SUBMITTED + APPROVED PRIOR TO ISSUANCE OF BUILDINGPERMIT, CONTACT JOE MCCLUSKEY OUR RECYCLING SPECIALIST @ 650-558-7273.4. A GRADING PERMIT IF REQUIRED, WILL BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.(*)(*)(*)(*)(*)(N) FAR TOTAL :(E) EXISTING HOUSESQ. FT.(E) COVERED PORCH (N/C)SQ. FT.1,3210 / 73(E) COVERED PORCH (N/C) 0 / 19 SQ. FT.4,771 SQ. FT.(N) HOUSE FIRST FLOOR1,315 SQ. FT.(N) HOUSE SECOND FLOOR 1,452 SQ. FT.(N) COVERED PORCH39 SQ. FT.(N) GARAGE327 SQ. FT.(N) CAR PORT330 SQ. FT.(N) DETACHED ADU1 (N/C) 0 (500) SQ. FT.(N) DETACHED ADU2 (N/C) 0 (401) SQ. FT.Single Family to be attached to jobsite building setDEFERRED SUB.1. FIRE SPRINKLER PLAN2. PV SYSTEM, PER CODE MIN. 1.59 KW SEE TITLE-24RECEIVEDCITY OF BURLINGAMECDD-PLANNING DIVISION3.5.24REVISED
MECHANICAL NOTES:1. ALL WORK SHALL COMPLY WITH THE CALIFORNIAMECHANICAL CODE (CMC) AND ALL APPLICABLE FEDERAL,STATE AND LOCAL CODES.2. MECHANICAL CONTRACTOR TO ACCEPT SOLERESPONSIBILITY FOR PROPER DESIGN AND INSTALLATIONOF MECHANICAL SYSTEM. SEE MECHANICAL DWGS. BYOTHER FOR SPECIFIC INFORMATION.3. MECHANICAL CONTRACTOR TO COORDINATE WITHGENERAL CONTRACTOR TO DESIGN AND INSTALLSUITABLE DISTRIBUTION SYSTEM PER TITLE 24. MECH.CONTRACTOR TO FIELD VERIFY AND DETERMINE SIZE ANDCONFIGURATION OF DUCTS AND REGISTER. SEE SHEETINDEX FOR LOCATION OF TITLE 24 CONFORMANCEWORKSHEETS AND ENERGY COMPLIANCE NOTES WITHINTHIS SET. HVAC DUCTS LOCATED IN ATTIC SPACE SHALLBE PLACED AS CLOSE TO PERIMETER AS POSSIBLE SO ASNOT TO INTERFERE WITH USEABLE ATTIC STORAGESPACE.4. MECHANICAL LAYOUT SHOWN IS SCHEMATIC AND ISSHOWN FOR DESIGN INTENT ONLY.5. NA6. FURNACES OR BOILERS SHALL BE INSTALLED PERMANUFACTURER'S SPECIFICATIONS AND SHALL MEET THEREQUIREMENTS OF THE CALIFORNIA MECHANICAL CODE(CMC)7. PER CMC, COMBUSTION AIR DUCTS FROM THE ATTICSHALL BE LOCATED WITHIN THE UPPER AND LOWER 12INCHES OF THE ENCLOSURE. DUCTS SHALL BE SEPARATEAND SHALL NOT BE OBSTRUCTED.8. APPLIANCES DESIGNED TO BE FIXED IN POSITION SHALLBE SECURELY FASTENED IN PLACE. SUPPORTS FORAPPLIANCES SHALL BE DESIGNED AND CONSTRUCTED TOSUSTAIN VERTICAL AND HORIZONTAL LOADS AS REQUIREDBY CMC. WATER HEATERS TO BE SECURED WITH AMINIMUM OF 2 STRAPS, ONE EACH TO BE LOCATED IN THEUPPER AND LOWER THIRD OF THE UNIT.9. UNDERCUT ALL INTERIOR DOORS (AS APPROPRIATE)FOR AIR RETURN CIRCULATION TO VENTS, TYPICAL OFINTERIOR CONDITIONED SPACES.10. VERIFY ALL FIXTURE LOCATIONS WITH OWNER PRIORTO INSTALLATION.11. ALL FIXTURES TO BE SELECTED (OR APPROVED) BYOWNER.12. EXHAUST FANS IN LAUNDRY AND BATHROOMS MUSTCONNECT DIRECTLY TO THE OUTSIDE AND PROVIDE AMINIMUM OF 5 AIR CHANGES PER HOUR. EXHAUST FANVENTS MUST TERMINATE A MINIMUM OF 3 FEET FROM ANYOPENINGS INTO THE BUILDING AND BE PROVIDED WITHBACKDRAFT DAMPERS.13. AT NEW FORCED AIR FURNACE INSTALLATIONSPROVIDE 3' MIN. WORKING SPACE ALONG EACH SIDE (WITHA TOTAL OF AT LEAST 12" ON BOTH SIDES COMBINED),BACK AND TOP OF FURNACE.14. INSTALLATION INSTRUCTIONS FOR ALL LISTEDEQUIPMENT SHALL BE PROVIDED TO THE FIELDINSPECTOR AT TIME OF INSPECTION.PLUMBING NOTES:1. VERIFY ALL FIXTURE LOCATIONS WITH OWNER PRIORTO INSTALLATION.2. ALL FIXTURES TO BE SELECTED AND (OR APPROVED) BYOWNERS.3. ALL NEW WATER CLOSETS SHALL BE 1.28GALLON/FLUSH MAXIMUM.4. NO DISHWASHER MACHINE SHALL BE DIRECTLYCONNECTED TO A DRAINAGE SYSTEM OR FOOD DISPOSERWITHOUT THE USE OF AN APPROVED AIR GAP FITTING ONTHE DISCHARGE SIDE OF THE DISHWASHING MACHINE.LISTED AIR-GAPS SHALL BE INSTALLED WITH THE FLOODLEVEL MARKING AT OR ABOVE FLOOD LEVEL OF SINK ORDRAINBOARD, WHICHEVER IS HIGHERELECTRICAL NOTES:1. ALL WORK SHALL COMPLY WITH THE CALIFORNIAELECTRIC CODE (CEC) AND ALL APPLICABLE FEDERAL,STATE, AND LOCAL CODES AND ORDINANCES.2. PER CEC, ALL ELECTRICAL RECEPTACLES INSTALLEDAT CRAWL SPACES AT OR BELOW GRADE, ANDOUTDOORS SHALL HAVE GROUND-FAULTCIRCUIT-INTERRUPTER (G.F.C.I.) PROTECTION. ALLRECEPTACLES LOCATED IN BATHROOMS SHALL HAVEGROUND-FAULT CIRCUIT INTERRUPTER (G.F.C.I.)PROTECTION.3. SMOKE DETECTORS SHALL BE INSTALLED PER CBC. ADETECTOR SHALL BE INSTALLED IN EACH SLEEPINGROOM AND AT A POINT CENTRALLY LOCATED IN THECORRIDOR OR AREA GIVING ACCESS TO ROOMS USEDFOR SLEEPING PURPOSES. A DETECTOR SHALL BEINSTALLED ON EACH LEVEL OF A MULTI-STORYDWELLING, INCLUDING BASEMENT LEVELS. INSPLIT-LEVEL OR MULTI-LEVEL FLOORS, A SMOKEDETECTOR SHALL BE INSTALLED ON THE UPPER LEVEL,OR ON BOTH LEVELS IF THE LOWER LEVEL CONTAINSSLEEPING AREAS. WHERE THE CEILING HEIGHT OF AROOM OPEN TO THE HALLWAY SERVING THE BEDROOMSEXCEEDS THAT OF THE HALLWAY BY 24 INCHES, SMOKEDETECTORS SHALL BE INSTALLED IN THE HALLWAY AND INTHE ADJACENT ROOM. DETECTORS SHALL BE INSTALLEDIN ACCORDANCE WITH APPROVED MANUFACTURER'SINSTRUCTIONS. WHEN THE VALUATION OF AN ADDITIONOR REPAIR EXCEEDS $1,000.00, OR WHEN ONE OR MORESLEEPING ROOMS ARE ADDED OR CREATED IN ANEXISTING DWELLING, THE ENTIRE DWELLING SHALL BEPROVIDED WITH SMOKE DETECTORS LOCATED ASREQUIRED FOR NEW DWELLINGS. IN NEWCONSTRUCTION, REQUIRED SMOKE DETECTORS SHALLRECEIVE THEIR PRIMARY POWER FROM THE BUILDINGWIRING WHEN SUCH WIRING IS SERVED FROM ACOMMERCIAL SOURCE AND SHALL BE EQUIPPED WITH ABATTERY BACKUP. THE DETECTOR SHALL EMIT A SIGNALWHEN THE BATTERIES ARE LOW. WIRING SHALL BEPERMANENT AND WITHOUT A DISCONNECTING SWITCHOTHER THAN THOSE REQUIRED FOR OVER CURRENTPROTECTION. SMOKE DETECTORS MAY BE SOLELYBATTERY OPERATED WHEN INSTALLED IN EXISTINGBUILDINGS, OR IN BUILDINGS WITHOUT COMMERCIALPOWER, OR IN BUILDINGS WHICH UNDERGO ALTERATION,REPAIRS, OR ADDITIONS REGULATED AS OUTLINEDABOVE.4. TELEPHONE OUTLETS TO BE PREWIRED BYSUBCONTRACTOR. CONTRACTOR TO COORDINATE ASREQUIRED. VERIFY LOCATION OF ALL TELEPHONEOUTLETS WITH OWNER PRIOR TO INSTALLATION.5. ELECTRICAL OPENINGS (SWITCHES, RECEPTACLES,ETC.) ON OPPOSITE SIDES OF FIRE RATED WALLS SHALLBE MAINTAINED AT LEAST 24 INCHES APART.6. PER CEC, RECEPTACLE SPACING SHALL NOT EXCEED 12FEET MEASURED HORIZONTALLY ALONG THE WALL.7. PER CEC, AT LEAST ONE WALL SWITCH-CONTROLLEDLIGHTING OUTLET SHALL BE INSTALLED IN EVERYHABITABLE ROOM; IN BATHROOMS, HALLWAYS,STAIRWAYS, ATTACHED GARAGES, AND DETACHEDGARAGES WITH ELECTRICAL POWER, AND OUTDOORENTRANCES OR EXITS.8. PER CEC, LIGHTING FIXTURES LOCATED WITHINCLOTHES CLOSETS SHALL BE MOUNTED ON THE WALLABOVE THE DOOR OR ON THE CEILING. CLEARANCESSHALL BE AS FOLLOWS:A. SURFACE MOUNTED INCANDESCENT FIXTURES - 12"B. SURFACE MOUNTED FLUORESCENT FIXTURES - 6" 9.ELECTRICAL CONTRACTOR RESPONSIBLE FOR PROVIDINGNECESSARY TEMPORARY POWER.10. VERIFY ANY AND ALL LANDSCAPE LIGHTING ANDSWITCHES WITH OWNER PRIOR TO INSTALLATION OFROUGH ELECTRICAL.11. ALL ELECTRICAL HANGING FIXTURES TO BE SELECTEDAND PURCHASED BY OWNER. VERIFY EXACT LOCATIONSWITH OWNER PRIOR TO INSTALLATION.13. ALL INCANDESCENT LIGHTING FIXTURES RECESSEDINTO INSULATED AREAS SHALL BE APPROVED FOR ZEROCLEARANCE INSULATION COVER PER 2022 CALIFORNIAENERGY CODE AND RATED IC OR APPROVED EQUALMEETING UL RATING OR OTHER TESTING /RATINGLABORATORIES RECOGNIZED BY THE ICC.14. THIS DRAWING IS FOR LAYOUT PURPOSES ONLY. NEWELECTRICAL SHALL BE DESIGN-BUILD. NEW ELECTRICALWORK SHALL BE DESIGNED AND BUILT IN ACCORDANCEWITH THE NATIONAL ELECTRIC CODE AND APPLICABLECODES, STANDARDS AND REGULATIONS FOR BUILDINGLIFE SAFETY, EMERGENCY, EGRESS AND NIGHT LIGHTING.ELECTRICAL CONTRACTOR IS RESPONSIBLE FOROBTAINING SEPARATE PERMIT. ELECTRICAL CONTRACTORTO PROVIDE COMPLETE DESIGN-BUILD ELECTRICALSYSTEM AS REQUIRED TO PROVIDE THE (NEW) SERVICESHOWN (SCHEMATICALLY) ON THE DRAWINGS.GENERAL NOTES:ALL WORK SHALL COMPLY W/ THE 2022 EDITION OF THE CA.BUILDING CODE AND ALL OTHER CODES ANDREQUIREMENTS, IN THEIR MOST RECENT EDITIONINCLUDING THE FOLLOWING:2022 CALIFORNIA PLUMBING CODE2022 CALIFORNIA MECHANICAL CODE2022 CALIFORNIA ELECTRICAL CODE2. THE INTENTION OF THE CONSTRUCTION DOCUMENTS ISTO INCLUDE ALL LABOR, MATERIAL, EQUIPMENT FACILITIESAND TRANSPORTATION NECESSARY FOR A COMPLETE ANDPROPER EXECUTION OF THE WORK IN AN ACCEPTABLEINDUSTRY'S STANDARDS. CONTRACTOR IS TO OBTAIN ANYREQUIRED PERMITS FOR THIS OR HER WORK.3.THE MIN. ACCEPTABLE QUALITY OF MATERIALS,WORKMANSHIP, AND METHOD OF INSTALLATION SHALLMEET THE FOLLOWING CRITERION: CONFORM TO THEAMERICAN NATIONAL INSTITUTE STANDARDS WHERE SUCHSTANDARDS EXISTS.4. CONTRACTOR SHALL PERFORM ALL ADDITIONALELECTRICAL, PLUMBING, AND FIRE PROTECTION WORKREQUIRED BY THE BUILDING DEPARTMENT.5. CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMISSIONOF BID TO REVIEW SCOPE OF WORK, DEMOLITION, ETC.6. DO NOT SCALE DRAWINGS, CONTRACTOR SHALL VERIFYALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TOSTARTING WORK. ANY DISCREPANCIES SHALL BEREPORTED TO THE DESIGNER FOR REVIEW.7. DIMENSIONS ARE TO FACE OF FRAMING, UNLESSOTHERWISE NOTED, (U.O.N.)8. DIMENSIONS NOTED CLEAR (CLR.) ARE NOT ADJUSTABLEWITHOUTAPPROVAL FROM THE DESIGNER.9. SAFETY MEASURES: AT ALL TIMES THE CONTRACTORSHALL BE SOLELY AND COMPLETELY RESPONSIBLE FORCONDITIONS OF THE JOB SITE INCLUDING SAFETY OFPERSONS AND PROPERTY.10. CUTTING AND DEMOLITION SHALL BE DONE BYMETHODS, WHICH WILL AND WILL NOT JEOPARDIZESTRUCTURAL INTEGRITY OF EXISTING CONSTRUCTION ANDWILL NOT DAMAGE PORTIONS TO REMAIN.11. CONTRACTORS SHALL REMOVE, CUT, CAP, AND REPAIR,AS NECESSARY, ANY UTILITES. INCLUDING BUT NOTLIMITED TO: ELECTRICAL, MECHANICAL, PLUMBING, ANDFIRE SPRINKLERS, WHERE PARTITIONS ARE SCHEDULEDFOR DEMOLITION OR ARE NO LONGER OPERATIONAL OR INSERVICE. ALL OTHER EXISTING UTILITES ARE TO REMAINFULLY OPERATIONAL.12. IN GENERAL, THE OWNER RESERVES THE RIGHT TORETAIN ALL MATERIALS AND EQUIPMENT REMOVED FROMTHE PROJECT. ANY ITEMS OR MATERIAL NOT DESIRED BYTHE OWNER ARE TO BE REMOVED FROM THE SITE BY THECONTRACTOR AT CONTRACTOR'S EXPENSE.13.CONTRACTOR IS TO PROVIDE ALL NECESSARY DUSTPROTECTION AND/OR BARRICADING REQUIRED TOPROTECT ADJACENT SPACES AND EXISTING FINISHES.CONTRACTOR OS RESPONSIBLE TO REPAIR ANYDAMAGES CAUSED BY CONTRACTOR OR THEIRSUB-CONTRACTORS.14. PATCH AND REPAIR ANY DAMAGES TO FLOORS,WALLS, CEILINGS, HARDWARE, FIXTURES, WINDOWS,ETC. AS A RESULT OF THE DEMOLITION PROCESS.MATCH EXISTING ADJACENT FINISHES AS CLOSELY ASPOSSIBLE.15. IF ANY QUESTIONS ARISE TO THE INSTALLATION OFANY MATERIALS AND/OR EQUIPMENT, OR WITH THECONSTRUCTION DOCUMENTS, THE CONTRACTOR SHALLCLARIFY THE QUESTIONS W/ THE DESIGNER BEFOREPROCEEDING. NO SUBSTITUTIONS SHALL BE MADE W/OTHE DESIGNERS AND OR OWNERS APPROVAL.16. TOTAL THICKNESS OF NEW WALLS SHALLMATCHTHAT OF ADJACENT WALLS.17. THE CONTRACTOR SHALL DO ALL CUTTING, FITTING,OR PATCHING OF WORK THAT MAY BE REQUIRED TOMAKE ITS PARTS FIT TOGETHER PROPERLY AND SHALLNOT ENDANGER ANY OTHER WORK BY CUTTING,EXCAVATION, OR OTHERWISE ALTERING THE TOTALWORK OR ANY PART OF IT. ALL PATCHING REPAIRING,AND REPLACING OF MATERIALS AND SURFACES, CUTOR DAMAGE IN EXECUTION OF WORK, SHALL BE DONEW/ APPLICABLE MATERIALS SO THAT SURFACESREPLACED WILL, UPON COMPLETION, MATCHSURROUNDING SIMILAR SURFACES.18. ALL WORK SHALL BE SCHEDULED AND PERFORMEDSO AS NOT TO DISTURB ANY OTHER TENANTS IN THEBUILDING. ANY WORK THAT WILL DISTURB ANOTHERTENANT, ABOVE OR BELOW, OR IN THE FLOOR , SHALLBE PERFORMED MOST EXPEDITIOUSLY AND THEDISTURBED TENANT SHALL HAVE FULL USE OF THEPREMISE.19. ALL TRADES SHALL FURNISH ALL LABOR,EQUIPMENT, MATERIALS, AND PERFORM ALLNECESSARY, INDICATED, REASONABLY INFERRED ORREQUIRED BY ANY CODE W/ JURISDICTION TOCOMPLETE THEIR SCOPE OF WORK FOR A COMPLETEAND PROPER FINISHED JOB. ANY CUSTOMARY ANDNECESSARY ITEMS WHICH ARE REASONABLY IMPLIEDAND REQUIRED TO COMPLETE PROPERLY THE WORKOUTLINED SHALL BE FURNISHED, EVEN IF NOTSPECIFICALLY SHOWN ON THE DRAWINGS ORMENTIONED IN THE SPECIFICATION.20. CONTRACTOR IS RESPONSIBLE FOR ALLCONSTRUCTION CLEAN-UP, DURING AND FINAL.21. THE AMERICANS WITH DISABILITIES ART (ADA) ISSUBJECT TO VARIOUS AND POSSIBLY CONTRADICTORYINTERPRETATIONS. THESE PLANS AND ANYACCOMPANYING SPECIFICATIONS ("PLANS") REPRESENTTHE DESIGNER'S OPINION REGARDING ITSINTERPRETATION OF THE ADA AS IT APPLIES TO THESUBJECT PROJECT. IT IS NOT IN ANY WAY A WARRANTYOR GUARANTEE THAT SAID PLANS COMPLY WITH ANYOR ALL POSSIBLE INTERPRETATIONS OF THE ADA BYOTHERS. Sheet Scale:All drawings & Specifications provided as instruments of service are the property of the Designer whether the project is executed or not.It is unlawful for any person, without the written consent of the Designer. To duplicate or make copies of these documents,partly or in whole, for use for other projects & buildings.
Rev.:Description :Date :
Revisions4843 SILVER SPRINGS DRIVE E-mail: TIM@FORMONEDESIGN.COM Ph: 415.819.0304Park City, UT 84098900 Paloma Ave.,LLC
900 Paloma Ave.
Burlingame, CA 94010
Title :
Project :
Date :07.27.23Drawn :TIM RADUENZ22_45Job No. :
Owner :
APN#: 026221130
Contractor :
Zoning: R-2
PLANNING SET
900 Paloma Ave., LLC
900 Paloma Ave.
Burlingame, CA 94010
oneDESIGN PLANNING formLot Size: 0.2844 ACRES
General Notes
See DetailsGNScale: NAGN2UL DESIGN #U354-11-HR RATED EXT. WALLAMP1ALTERNATE MEANS OF PROTECTIONScale: NA
Sheet Scale:All drawings & Specifications provided as instruments of service are the property of the Designer whether the project is executed or not.It is unlawful for any person, without the written consent of the Designer. To duplicate or make copies of these documents,partly or in whole, for use for other projects & buildings.
Rev.:Description :Date :
Revisions4843 SILVER SPRINGS DRIVE E-mail: TIM@FORMONEDESIGN.COM Ph: 415.819.0304Park City, UT 84098900 Paloma Ave.,LLC
900 Paloma Ave.
Burlingame, CA 94010
Title :
Project :
Date :07.27.23Drawn :TIM RADUENZ22_45Job No. :
Owner :
APN#: 026221130
Contractor :
Zoning: R-2
PLANNING SET
900 Paloma Ave., LLC
900 Paloma Ave.
Burlingame, CA 94010
oneDESIGN PLANNING formLot Size: 0.2844 ACRES
Cal Green
See DetailsCG-TIM RADUENZ - FORM+ONE4843 SILVER SPRINGS DRIVEPARK CITY, UT 8409806.21.23900 PALOMA AVE.GREEN BUILDING MEASURE1. AN AUTOMATIC IRRIGATION SYSTEM CONTROLLER FOR LANDSCAPING WILL BE PROVIDED BY THE BUILDER ANDINSTALLED AT THE TIME OF FINAL INSPECTION. 2022 CGC §4.304.12. A MINIMUM OF 65% OF THE NON- HAZARDOUS CONSTRUCTION AND DEMOLITION WASTER GENERATED AT THE SITE WILLBE DIVERTED TO AN OFFSITE RECYCLE, DIVERSION, OR SALVAGE FACILITY PER CITY OF BURLINGAME AND 2022 CGC§4.4083. AN OPERATION AND MAINTENANCE MANUAL WILL BE PROVIDED TO THE BUILDING OCCUPANT OR OWNER. 2022 CGC§4.410.14. UPON REQUEST, VERIFICATION OF COMPLIANCE WITH THIS CODE MAY INCLUDE CONSTRUCTION DOCUMENTS, PLANS,SPECIFICATIONS, BUILDER OR INSTALLER CERTIFICATION, INSPECTION REPORTS, OR OTHER METHODS ACCEPTABLE TOTHE BUILDING DIVISION THAT WILL SHOW SUBSTANTIAL CONFORMANCE WITH THE 2022 CODE REQUIREMENT. 2022 CGC§703.15. AT TIME OF ROUGH INSTALLATION, DURING STORAGE ON THE CONSTRUCTION SITE, AND UNTIL FINAL STARTUP OF THEHEATING, COOLING & VENTILATING EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENTSOPENINGS WILL BE COVERED W/ TAPE, PLASTIC, SHEET METALS, OR OTHER METHODS ACCEPTABLE TO THE ENFORCINGAGENCY TO REDUCE THE AMOUNT OF WATER, DUST, OR DEBRIS THAT MAY ENTER THE SYSTEM. (CGC 4.504.1).1. PROVIDE 30" MIN. CLEAR WIDTH, 15" ON BOTH SIDES FROM CENTERLINE OF W.C.) AND 24" CLEARANCE INFRONT OF THE W.C. PER CPC 402.52. PROVIDE MIN. SHOWER AREA - 1024 SQ. INCHES, CAPABLE OF ENCOMPASSING A 30" CIRCLE. SEE PLANS PERCPC 408.63. TEMPERED GLAZING, TYP. AT ALL DOORS AND REQUIRED BY CODE4. PROVIDE DEVICES TO ABSORB HIGH PRESSURES RESULTING FROM THE WASHER & DISHWASHER, ETC., PERCPC5.NA6. EXHAUST VENT FOR DRYER SHALL TERMINATE TO THE OUTSIDE OF THE BUILDING AND SHALL BE EQUIPPEDWITH A DRAFT DAMPER AND SHALL BE RIGID METAL DUCT WITH SMOOTH INTERIOR SURFACES PER CMC SECT.504.CAL GREEN SITE DEVELOPMENT1. PROJECTS THAT DISTURB LESS THAN 1 ACRE SHALL DEVELOP AND IMPLEMENT A PLAN TOMANAGE STORM WATER DRAINAGE (DURING CONSTRUCTION). A BMP PAGE IS SUFFICIENT.2022 CGC 4.106.22. PLANS SHALL INDICIATE HOW GRADING + PAVING WILL PREVENT SURFACE WATER FLOWSFROM ENTERING BUILDINGS. EXCEPTION: PROJECTS THAT DO NOT ALTER THE DRAINAGEPATH. 2022 CGC 4.106.33. ELECTRICAL VEHICLE (EV( CHARGING, PARKING SPACES: COMPLY W/ RELEVANT SECTIONS2022 CGC 4.106.4GENERAL NOTESSW / A1.0 CG#1A1.0 CG#2NAME4.0/4.1/4.2/4.3A2.2, #3A2.2, #1A2.0, #9A2.0, #5A2.0, #11A2.0, #28ME2.0, LTG#1ME2.0, WHF#1A9.0, CG#3A9.0, CG#4A9.0, CG#5ME2.0, PV#1ME2.0, #38ME2.0, #39ME2.0, #41ME2.0, #42A9.0, CG#1A2.0 / NOTE #37A1.0 / #1ME2.0, #47T1.0, CG#1T1.0A2.0 / ME2.0ME2.0, #48A2.0, #20A2.0, #21ME2.0, #49ME2.0, #51ME2.0, #52T1.0 CG#3ME2.0, #32A2.0 POL. CTRL. #7A2.0 POL. CTRL. #1A2.0 POL. CTRL. #6A2.0 POL. CTRL. #2A2.0 POL. CTRL. #3A2.0 POL. CTRL. #4A2.0 POL. CTRL. #5ME4.0/4.1/4.2/4.3
Sheet Scale:All drawings & Specifications provided as instruments of service are the property of the Designer whether the project is executed or not.It is unlawful for any person, without the written consent of the Designer. To duplicate or make copies of these documents,partly or in whole, for use for other projects & buildings.
Rev.:Description :Date :
Revisions4843 SILVER SPRINGS DRIVE E-mail: TIM@FORMONEDESIGN.COM Ph: 415.819.0304Park City, UT 84098900 Paloma Ave.,LLC
900 Paloma Ave.
Burlingame, CA 94010
Title :
Project :
Date :07.27.23Drawn :TIM RADUENZ22_45Job No. :
Owner :
APN#: 026221130
Contractor :
Zoning: R-2
PLANNING SET
900 Paloma Ave., LLC
900 Paloma Ave.
Burlingame, CA 94010
oneDESIGN PLANNING formLot Size: 0.2844 ACRESSee DetailsSWBMP'S & Pollution Prevention
Sheet Scale:All drawings & Specifications provided as instruments of service are the property of the Designer whether the project is executed or not.It is unlawful for any person, without the written consent of the Designer. To duplicate or make copies of these documents,partly or in whole, for use for other projects & buildings.
Rev.:Description :Date :
Revisions4843 SILVER SPRINGS DRIVE E-mail: TIM@FORMONEDESIGN.COM Ph: 415.819.0304Park City, UT 84098900 Paloma Ave.,LLC
900 Paloma Ave.
Burlingame, CA 94010
Title :
Project :
Date :07.27.23Drawn :TIM RADUENZ22_45Job No. :
Owner :
APN#: 026221130
Contractor :
Zoning: R-2
PLANNING SET
900 Paloma Ave., LLC
900 Paloma Ave.
Burlingame, CA 94010
oneDESIGN PLANNING formLot Size: 0.2844 ACRESSee DetailsSW2Stormwater Management DetailsSW2Scale: N.A.2SOAKAGE TRENCHSW2Scale: N.A.1DRYWELL (RECOMMENDED DETAIL)SW2Scale: N.A.4STRAW ROLL DETAILSW2Scale: N.A.3PERMEABLE PAVER DETAIL....
Sheet Scale:All drawings & Specifications provided as instruments of service are the property of the Designer whether the project is executed or not.It is unlawful for any person, without the written consent of the Designer. To duplicate or make copies of these documents,partly or in whole, for use for other projects & buildings.
Rev.:Description :Date :
Revisions4843 SILVER SPRINGS DRIVE E-mail: TIM@FORMONEDESIGN.COM Ph: 415.819.0304Park City, UT 84098900 Paloma Ave.,LLC
900 Paloma Ave.
Burlingame, CA 94010
Title :
Project :
Date :07.27.23Drawn :TIM RADUENZ22_45Job No. :
Owner :
APN#: 026221130
Contractor :
Zoning: R-2
PLANNING SET
900 Paloma Ave., LLC
900 Paloma Ave.
Burlingame, CA 94010
oneDESIGN PLANNING formLot Size: 0.2844 ACRES
Arborist Report
See DetailsAR1
Sheet Scale:All drawings & Specifications provided as instruments of service are the property of the Designer whether the project is executed or not.It is unlawful for any person, without the written consent of the Designer. To duplicate or make copies of these documents,partly or in whole, for use for other projects & buildings.
Rev.:Description :Date :
Revisions4843 SILVER SPRINGS DRIVE E-mail: TIM@FORMONEDESIGN.COM Ph: 415.819.0304Park City, UT 84098900 Paloma Ave.,LLC
900 Paloma Ave.
Burlingame, CA 94010
Title :
Project :
Date :07.27.23Drawn :TIM RADUENZ22_45Job No. :
Owner :
APN#: 026221130
Contractor :
Zoning: R-2
PLANNING SET
900 Paloma Ave., LLC
900 Paloma Ave.
Burlingame, CA 94010
oneDESIGN PLANNING formLot Size: 0.2844 ACRES
Arborist Report (Cont.)See DetailsAR2
Sheet Scale:All drawings & Specifications provided as instruments of service are the property of the Designer whether the project is executed or not.It is unlawful for any person, without the written consent of the Designer. To duplicate or make copies of these documents,partly or in whole, for use for other projects & buildings.
Rev.:Description :Date :
Revisions4843 SILVER SPRINGS DRIVE E-mail: TIM@FORMONEDESIGN.COM Ph: 415.819.0304Park City, UT 84098900 Paloma Ave.,LLC
900 Paloma Ave.
Burlingame, CA 94010
Title :
Project :
Date :07.27.23Drawn :TIM RADUENZ22_45Job No. :
Owner :
APN#: 026221130
Contractor :
Zoning: R-2
PLANNING SET
900 Paloma Ave., LLC
900 Paloma Ave.
Burlingame, CA 94010
oneDESIGN PLANNING formLot Size: 0.2844 ACRES
Arborist Report (Cont.)See DetailsAR3
Sheet Scale:All drawings & Specifications provided as instruments of service are the property of the Designer whether the project is executed or not.It is unlawful for any person, without the written consent of the Designer. To duplicate or make copies of these documents,partly or in whole, for use for other projects & buildings.
Rev.:Description :Date :
Revisions4843 SILVER SPRINGS DRIVE E-mail: TIM@FORMONEDESIGN.COM Ph: 415.819.0304Park City, UT 84098900 Paloma Ave.,LLC
900 Paloma Ave.
Burlingame, CA 94010
Title :
Project :
Date :07.27.23Drawn :TIM RADUENZ22_45Job No. :
Owner :
APN#: 026221130
Contractor :
Zoning: R-2
PLANNING SET
900 Paloma Ave., LLC
900 Paloma Ave.
Burlingame, CA 94010
oneDESIGN PLANNING formLot Size: 0.2844 ACRES
Arborist Report (Cont.)See DetailsAR4
AMP1ALTERNATE MEANS OF PROTECTION Sheet Scale:All drawings & Specifications provided as instruments of service are the property of the Designer whether the project is executed or not.It is unlawful for any person, without the written consent of the Designer. To duplicate or make copies of these documents,partly or in whole, for use for other projects & buildings.
Rev.:Description :Date :
Revisions4843 SILVER SPRINGS DRIVE E-mail: TIM@FORMONEDESIGN.COM Ph: 415.819.0304Park City, UT 84098900 Paloma Ave.,LLC
900 Paloma Ave.
Burlingame, CA 94010
Title :
Project :
Date :07.27.23Drawn :TIM RADUENZ22_45Job No. :
Owner :
APN#: 026221130
Contractor :
Zoning: R-2
PLANNING SET
900 Paloma Ave., LLC
900 Paloma Ave.
Burlingame, CA 94010
oneDESIGN PLANNING formLot Size: 0.2844 ACRES
Alternate Means of Protection
See DetailsAMPScale: NA
(N) AC
NARROW
UNIT
FURNACE(N)IN CRAWLAA. 1,321SQ. FT.FP1.6 SQ. FT.CP1.73 SQ. FT.CP2.19 SQ. FT.ELECT(N)W.H.UP 5RUP 1RUP 7RUP 1RA. 1,302 SQ. FT.FP2.13 SQ. FT.G. 327 SQ. FT.CP3.39 SQ. FT.H. 330 SQ. FT.DNB. 1,452 SQ. FT.UP 4RUP 6RUP 1RUP 1RADU1. 500 SQ. FT.UP 7RUP 1RUP 1RADU2. 401 SQ. FT.LOCATIONAREA
FARSQ. FT.:COMPLETE FARAAFP11,321-REMARKS:LOT SIZE: 12,264 SQ. FT.DETAILSAPN = 025-364-190MAX ALLOWABLE FAR=FAR = LOT SIZE X 32% + 1,100 = LIVEABLE SQ. FT. 12,264 SQ FT. X 32% + 1,100 = 5,024 SQ. FT.EXISTING
HOUSE
(FIRST FLOOR)MAX FAR = 5,024 SQ.FT.FAR5CP1-Scale: 1/8" = 1'-0"MAX ALLOWABLE LOT COVERAGE = LOT SIZE X 40% = ALLOWABLE LOT COVERAGE 12,264 SQ FT. X 40% = 4,906 SQ FT.EXISTING HOUSELOT COVERAGESQ. FT.: Sheet Scale:All drawings & Specifications provided as instruments of service are the property of the Designer whether the project is executed or not.It is unlawful for any person, without the written consent of the Designer. To duplicate or make copies of these documents,partly or in whole, for use for other projects & buildings.
Rev.:Description :Date :
Revisions4843 SILVER SPRINGS DRIVE E-mail: TIM@FORMONEDESIGN.COM Ph: 415.819.0304Park City, UT 84098900 Paloma Ave.,LLC
900 Paloma Ave.
Burlingame, CA 94010
Title :
Project :
Date :07.27.23Drawn :TIM RADUENZ22_45Job No. :
Owner :
APN#: 026221130
Contractor :
Zoning: R-2
PLANNING SET
900 Paloma Ave., LLC
900 Paloma Ave.
Burlingame, CA 94010
oneDESIGN PLANNING formLot Size: 0.2844 ACRES1,321-73EXISTING FIREPLACE (EXEMPT)EXISTING COVERED PORCHCP2--EXISTING COVERED PORCH (EXEMPT)Floor Area Calc.See DetailsFARFLOOR AREA CALC.EXISTING HOUSEMAX LC = 4,906 SQ.FT.NEW HOUSE(FIRST FLR)FAR1Scale: 1/4" = 1'-0"FLOOR AREA CALC.NEW HOUSE(SECOND FLR)FAR2Scale: 1/4" = 1'-0"FLOOR AREA CALC.NEW HOUSEABCP3FP2GNEW HOUSE - FIRST FLOORNEW HOUSE - SECOND FLOORNEW HOUSE - COVERED PORCHNEW HOUSE - FIREPLACE (EXEMPT)NEW HOUSE - GARAGE1,3021,45239-3271,30239-327-SUB-TOTALSUB-TOTALLOT COV. TOTAL:FAR TOTAL:1,3211,3943,4501,9984,7713,392ADU-1NEW DETACHED ADU SUB-TOTAL00ADU
0 (500)FAR4Scale: 1/8" = 1'-0"FLOOR AREA CALC.PROPOSED ADU-1H330330NEW HOUSE - COVERED CAR PORTFAR3Scale: 1/8" = 1'-0"FLOOR AREA CALC.PROPOSED ADU-2ADU-2NEW DETACHED ADU 0 (401)0 (500)0 (401)
D.S.D.S.D.S.UP 1RUP 1RELECT(N)W.H.UP 7RUP 1RUP 1RN 27°35'00" E
OHEOHEOHEOHEOHELOT
L
I
N
E
204.
2
2
'
LOT LINE 170.27'LOT LINE 115.48'LOT LINE 23.63'(E) 6" CURB(E) SIDEWALK(REPLACE)P A L O M A A V E .N 35°15'00" W56.20'N 35°15'00" W56.20'S 62°25'00" E50.00'S 62°25'00" E50.00'S 62°25'00" EN 5
5
°
0
8
'
0
0
"
EN 35°15'00" W144.58'
N 27°35'00" E
118.95'N 27°35'00" E
SSSSSSSSOHEOHEOHEOHEOHE(E) HOUSE(REMODEL) (UNDERSEPARATE PERMIT)( 5 0 ' W I D E )SEWERMANHOLE(E) UTILITY POLE(PROTECT)(E) UTILITY POLE(PROTECT)(E) WATER METER(PROTECT)13.5013.5013.5913.6313.6610' ALLEY(REAR ACCESS IS NOT PERMITTED)(E) GAS METER(PROTECT)(E) CONC. WALL(PROTECT)(E) 3' BLOCK WALL(PROTECT)#1-7 (E) ITALIAN CYPRESS(PROTECT) NEIGHBORHOOD CONCERN:VERIFY W/ NEIGHBORHOOD ABOUTREMOVAL OF 1 OR 2 CYPRESS TREESFOR VIEW ISSUE11.3711.81(E)
P
L
A
N
T
E
R
(PR
O
T
E
C
T
)(N) DRIVEWAYPERVIOUS PAVERS#28 (E) LEMONWOOD(PROTECT)(E) UTILITY POLE(PROTECT)(E) UTILITY POLE(PROTECT)(E) GUYWIRE(PROTECT)(N) 6' WD. FENCE + 2'PRIVACY LATTICE(N) 6' WD. FENCE +2' PRIVACY LATTICE13.7615.0714.2714.05EL = 15.50'15'-0" REAR SETBACK15'-0" FRONT SETBACK5'-0
"
S
I
D
E
S
E
T
B
A
C
K
7'-0" SIDE SETBACK
14'-7"(E) ELEC METER(PROTECT)(E) PORCH(PROTECT)#9 (E) JAPANESEPRIVET(REMOVE)(N)LANDSCAPE(N) HOUSEEL = 17.00'(E) UTILITY LINE(REMOVE)(E) UTILITY LINE(REMOVE)UGEUGEUGEUGE(E) PATIO20'-0"44'-0"15'-0"51'-1"
40'-1"(N) ELECT METER(PROPOSED FOR (N) HOUSE)2ND FLR OUTLINE 7'-0"52'-0"56'-9"(N) LANDSCAPINGFOR PRIVACY(N) LAWN(N) DECK(N) GAR.(N) PORCH(N) WATER METER(PROPOSED FOR (N) HOUSE)16.5017.0017.0017.00(N) CARPORT6"
2'-6"
6'-1
1
"
9'-1
1
"(N) ADU2EL = 17.00'4'-0
"
A
D
U
S
E
T
B
A
C
K
4'-0"4'-0"15'-6"11'-0"ROOF LINE, TYP.10' X 20' PARKING SPOT16.0017.0013.7113.6910' X 20' PARKING SPOTD.S.D.S.D.S.(N) ADU1EL = 17.00'10'-11"25'-0" BACKUP(N) DECK(N) DECK(N) DECK(N) PRIVACY HEDGES(N) PRIVACY FENCE
11'-3"(N) DECK(N) WALKWAYPERVIOUS PAVERSDUE TO SCOPE OF WORK, THE FOLLOWING MUST BE REPLACED: ALL CURB,GUTTER, DRIVEWAY AND SIDEWALK FRONTING SITE, PLUG ALL EXISTINGSANITARY SEWER LATERAL CONNECTIONS AND INSTALL A NEW 4" LATERALAND WYE TO MAIN, ALL WATER LINE CONNECTIONS TO CITY WATER MAINSFOR SERVICES OR FIRE LINE ARE TO BE INSTALLED PER CITY STANDARDPROCEDURES AND SPECIFICATION, AND ANY OTHER UNDERGROUND UTILITYWORKS WITHIN CITY'S RIGHT-OF-WAY(REPLACE)(E) CONCRETE PAVERS(REMOVE)2'-4"2'-0" FROM OVERHANGTO PROPERTY LINE2'-3"2'-0"1'-8"(E) WATER LINE(PROTECT)SSCO(E) 4" SEWER LINE(REMOVE AND REPLACE)(N) 4" SEWER LINE(PROPOSED FOR (N) HOUSE)(N) WATER LINE(PROPOSED FOR (N) HOUSE)(N) 4" SEWER LINE + C/O(N) 3/4" WATER LINE(N) 4" SEWER LINE + C/O(N) 3/4" WATER LINE(N)
W
A
L
K
W
A
Y
PE
R
V
I
O
U
S
P
A
V
E
R
SPROVIDE PROPERILLUMINATION ALONGWALKWAY, TYP.PROVIDE PROPERILLUMINATION ALONGPATHWAY LEADING TO THENEW HOUSE AND ADUS FROMTHE FRONT OF THE MAINHOUSE / PUBLIC RIGHT OF WAYPER CBC AND BURLINGAMEMUNICIPAL CODENOTE: OVERHEAD ELECTRICAL LINECANNOT ENCROACH INTONEIGHBOR'S PROPERTY. WIRE TO BERAN THROUGH ALLEY. APPLICATIONTO BE APPLIED FOR THROUGH PG&E16.0016.002'-0"(N) TREE(N) TREE(N) TREE(N) TREE(N) TREE(N) TREE(N) TREE(N) TREE16.00EL = 16.50'16.5016.50(N) TREE (N) TREE (N) TREE (N) TREE (N) TREE
16.50#8 (E) REDWOOD(PROTECT)#10 (E) ENGLISHHOLLY(REMOVE)#11 (E) MAGNOLIA(REMOVE)#12 (E) COTONEASTER(REMOVE)#13 (E) ENGLISH HOLLY(REMOVE)#14 (E) SILK OAK(PROTECT)#15 (E) SILK OAK(PROTECT)#16 (E) EUROPEANWHITE BIRCH(PROTECT)#17 (E) EUROPEAN PLUM(REMOVE)#18 (E) COMMON MYRTLE(REMOVE)#19 (E) CANARYISLAND DATE PALM(PROTECT)#20 (E) REDWOOD(PROTECT)#26 (E) EUROPEANPLUM(REMOVE)#22 (E) STIFF BOTTLEBRUSH(REMOVE)#21 (E) EDIBLE FIG(REMOVE)#23 (E) APPLE(REMOVE)#24 (E) LEMON(REMOVE)#25 (E) APPLE(REMOVE)#27 (E) SWEET BAY(REMOVE)#29 (E) LEMONWOOD(PROTECT)#30 (E) LEMONWOOD(PROTECT)#31 (E) JAPANESEPRIVET(PROTECT)(N) PLANTER123OUTLINE OF (E)DETACHED GARAGENEIGHBORHOOD CONCERN:(N) BACKUP MIRROR(N) HANGOUT(N)UNDERGROUNDUTILITY LINE(PROPOSED)UGE
10' X 20' PARKING SPOT
13'-6" Sheet Scale:All drawings & Specifications provided as instruments of service are the property of the Designer whether the project is executed or not.It is unlawful for any person, without the written consent of the Designer. To duplicate or make copies of these documents,partly or in whole, for use for other projects & buildings.
Rev.:Description :Date :
Revisions4843 SILVER SPRINGS DRIVE E-mail: TIM@FORMONEDESIGN.COM Ph: 415.819.0304Park City, UT 84098900 Paloma Ave.,LLC
900 Paloma Ave.
Burlingame, CA 94010
Title :
Project :
Date :07.27.23Drawn :TIM RADUENZ22_45Job No. :
Owner :
APN#: 026221130
Contractor :
Zoning: R-2
PLANNING SET
900 Paloma Ave., LLC
900 Paloma Ave.
Burlingame, CA 94010
oneDESIGN PLANNING formLot Size: 0.2844 ACRES
Site Plan
See DetailsA1.0A1.0Scale: 3/32 = 1'-0"1PROPOSED SITE PLANGENERAL NOTES & SCOPE1. PROTECT ALL EXISTING LANDSCAPING AND TREES DURING CONSTRUCTION, CONSULTARBORIST AS REQUIRED.2. NO EXISTING TREES OVER 48" IN CIRCUMFERENCE AT 54" FROM BASE OF TREE MAY BEREMOVED WITHOUT A PROTECTED TREE PERMIT FROM THE PARKS DIVISION (558-7330) NOTREES ARE TO BE REMOVED FOR THIS PROJECT.3. WATER CONSERVATION IN LANDSCAPE ORDINANCE NOT REQUIRED SINCE LANDSCAPE WILLNOT BE REHABILITATED AS NOTED ON PLANS.4. A PLAN HAS BEEN DEVELOPED, AND WILL BE IMPLEMENTED, TO MANAGE STORM WATERDRAINAGE DURING CONSTRUCTION. CGC 4.106.2 & CGC 4.106.35. ALL SPRINKLER DRAINAGE SHALL BE PLACED INTO LANDSCAPING AREAS6. THE SANITARY SEWER LATERAL SHALL BE TESTED PER ORDINANCE CODE CHAPTER 15.12(ANY NEW FIXTURE, INCLUDING OUTDOOR KITCHEN WITH SINK, RELOCATION OF EXISTINGFIXTURES, ETC). A PASSED SEWER LATERAL TEST CERTIFICATE MUST BE IN PLACE PRIOR TOFINAL OF THE BUILDING PERMIT.7. A REEVALUATION OF THE STORM DRAIN FEE MAY BE REQUIRED IF PREVIOUSLYDETERMINED RATIO OF PREVIOUS VERSUS IMPERVIOUS SURFACE ON THE PROPERTY ISSIGNIFICANTLY MODIFIED BY THIS BUILDING PERMIT. NO CREDIT PROVIDED FOR REDUCTION INIMPERVIOUS AREAS.8. SANITARY SEWER LATERAL FROM THE ACCESSORY DWELLING UNITS SHALL BE CONNECTEDTO THE EXISTING LATERAL ON THE PRIVATE PROPERTY SIDE PER MUNICIPAL CODE 15.08.050.NOTE: SUB-LATERALS TO THE MAIN SEWER IS PROHIBITED.CAL GREEN SITE DEVELOPMENT1. PROJECTS THAT DISTURB LESS THAN 1 ACRE SHALL DEVELOP AND IMPLEMENT A PLAN TOMANAGE STORM WATER DRAINAGE (DURING CONSTRUCTION). A BMP PAGE IS SUFFICIENT.2022 CGC 4.106.22. PLANS SHALL INDICATE HOW GRADING + PAVING WILL PREVENT SURFACE WATER FLOWSFROM ENTERING BUILDINGS. EXCEPTION: PROJECTS THAT DO NOT ALTER THE DRAINAGEPATH. 2022 CGC 4.106.33. ELECTRICAL VEHICLE (EV( CHARGING, PARKING SPACES: COMPLY W/ RELEVANT SECTIONS2022 CGC 4.106.4PUBLIC WORKS NOTES1. A REMOVE/REPLACE UTILITES ENCHROACHMENT PERMIT IS REQUIRED TO (1) REPLACE ALLCURB, GUTTER, DRIVEWAY AND SIDEWALK FRONTING SITE, (2) PLUG ALL EXISTING SANITARYSEWER LATERAL CONNECTIONS AND INSTALL A NEW 4" LATERAL, (3) ALL WATER LINECONNECTIONS TO CITY WATER MAINS FOR SERVICES OF FIRE LINE ARE TO BE INSTALLED PER=CITY STANDARD PROCEDURES AND SPECIFICATION. (4) AND OTHER UNDERGROUND UTILITYWORKS WITHIN CITY'S RIGHT-OF WAY.2. ALL WATER LINES CONNECTIONS TO CITY WATER MAINS FOR SERVICES OR FIRE LINEPROTECTION ARE TO BE INSTALLED PER CITY STANDARD PROCEDURES AND MATERIALSPECIFICATIONS. CONTACT THE CITY WATER DEPARTMENT FOR CONNECTION FEES. IFREQUIRED, ALL FIRE SERVICES AND SERVICES 2" AND OVER WILL BE INSTALLED BY BUILDER.ALL UNDERGROUND FIRE SERVICE CONNECTIONS SHALL BE SUBMITTED AS SEPARATEUNDERGROUND FIRE SERVICE PERMIT FOR REVIEW AND APPROVAL.3. THE SANITARY SEWER LATERAL (BUILDING SEWER) SHALL BE TESTED PER ORDINANCE CODECHAPTER 15.12. AN ENCROACHMENT PERMIT FOR THE SEWER LATERAL TEST IS REQUIRED. APASSED SEWER LATERAL TEST CERTIFICATE MUST BE IN PLACE PRIOR TO FINAL BUILDINGPERMIT.4. NO PERMANENT STRUCTURES (RETAINING WALLS, FENCES, COLUMNS, MAILBOX, ETC) ARETO BE PROPOSED BEYOND THE PROPERTY LINE AND INTO THE PUBLIC RIGHT-OF-WAY.5. A REEVALUATION OF THE STORM DRAIN FEE MAY BE REQUIRED IF PREVIOUSLY DETERMINEDRATIO OF PERVIOUS VERSUS IMPERVIOUS SURFACE ON THE PROPERTY IS SIGNIFICANTLYMODIFIED BY THIS BUILDING PERMIT.6. THIS PROPERTY IS LOCATED IN THE SPECIAL FLOOD HAZARD AREA. THE PROPOSED HOUSEAND ADUS MUST BE CONSTRUCTED AT THE DESIGN FLOOD ELEVATION OR ABOVE THE BASEFLOOD ELEVATION (BFE) PLUS 1' (CBC).7. NAVD88 DATUM TO BE USED FOR THIS PROJECT.STORMWATER CHECKLIST NOTES1. DIRECT ROOF RUNOFF INTO CISTERNS OR RAIN BARRELS AND USE RAINWATER FORIRRIGATION OR OTHER NON-POTABLE USE.2. DIRECT RUNOFF FROM SIDEWALKS, WALKWAYS, AND/OR PATIOS ONTO VEGETATED AREAS.3. DIRECT RUNOFF FROM DRIVEWAYS AND/OR UNCOVERED PARKING LOTS ONTO VEGETATEDAREAS.4. CONSTRUCT SIDEWALKS, WALKWAYS AND/OR PATIOS WITH PERMEABLE SURFACES.5. USE MICOR-DETENTION, INCLUDING DISTRIBUTED LANDSCAPE-BASED DETENTION.6. PROTECT SENSITIVE AREAS, INCLUDING WETLAND AND RIPARIAN AREAS, AND MINIMIZECHANGES TO THE NATURAL TOPOGRAPHY.7. MARK ON SITE INLETS WITH THE WORDS "NO DUMPING! FLOWS TO BAY" OR EQUIVALENT.8. (A.) RETAIN EXISTING VEGETATION AS PRACTICABLE (B) SELECT DIVERSE SPECIESAPPROPRIATE TO THE SITE. INCLUDE PLANTS THAT ARE PEST- AND/OR DISEASE-RESISTANT,DROUGHT-TOLERANT, AND/OR ATTRACT BENEFICIAL INSECTS. (C) MINIMIZE USE OF PESTICIDESAND QUICK -RELEASE FERTILIZERS.9. DESIGN FOR DISCHARGE OF FIRE SPRINKLERS TEST WATER TO LANDSCAPE OR SANITARYSEWER.10. TEMPORARY EROSION CONTROLS TO STABILIZE ALL DENUDED AREAS UNTIL PERMANENTEROSION CONTROLS ARE ESTABLISHED.11. DELINEATE WITH FIELD MARKERS THE FOLLOWING AREAS: CLEARING LIMITS, EASEMENTS,SETBACKS, SENSITIVE OR CRITICAL AREAS,BUFFER ZONES, TREES TO BE PROTECTED ANDRETAINED, DRAINAGE COURSES.12. PROVIDE NOTES, SPECIFICATIONS OR ATTACHEMENTS DESCRIBING THE FOLLOWING: (A)CONSTRUCTION, OPERATION AND MAINTENANCE OF EROSION AND SEDIMENT CONTROLS,INCLUDE INSPECTION FREQUENCY; (B) METHODS AND SCHEDULE FOR GRADING, EXCAVATION,FILLING, CLEARING OF VEGETATION , AND STORAGE AND DISPOSAL OF EXCAVATED ORCLEARED MATERIAL, (C) SPECIFICATIONS FOR VEGETATIVE COVER & MULCH, INCLUDEMETHODS AND SCHEDULES FOR PLANTING AND FERTILIZATION (D) PROVISIONS FORTEMPORARY AND OR PERMANENT IRRIGATION13. PERFORM CLEARING AND EARTH MOVING ACTIVITIES ONLY DURING DRY WEATHER14. USE SEDIMENT CONTROLS OF FILTRATION TO REMOVE SEDIMENT WHEN DEWATERING ANDOBTAIN ALL NECESSARY PERMITS.15. PROTECT ALL STORM DRAIN INLETS IN VICINITY OF SITE USING SEDIMENT CONTROLS (E.G.BERMS, SOCKS, FIBER ROLLS OR FILTERS)16. TRAP SEDIMENT ON-SITE, USING BMP'S SUCH AS SEDIMENT BASINS OR TRAPS, EARTHENDIKES OR BERMS, SILT FENCES, CHECK DAMS, COMPOST BLANKETS OR JUTE MATS, COVERSFOR SOIL STOCK PILES, ETC.17. DIVERT ON-SITE RUNOFF AROUND EXPOSED AREAS; DIVERT OFF-STE RUNOFF AROUND THESITE (E.G SWALES AND DIKES)18. PROTECT ADJACENT PROPERTIES AND UNDISTURBED AREAS FROM CONSTRUCTIONIMPACTS USING VEGETATIVE BUFFER STRIPS, SEDIMENT BARRIERS OR FILTERS,DIKES,MULCHING OR OTHER MEASURES AS APPROPRIATE.19. LIMIT CONSTRUCTION ACCESS ROUTES AND STABILIZE DESIGNATED ACCESS POINTS.20. NO CLEANING, FUELING OR MAINTAINING VEHICLES ON-SITE, EXCEPT IN A DESIGNATED AREAWHERE WASHWATER IS CONTAINED AND TREATED.21. STORE, HANDLE AND DISPOSE OF CONSTRUCTION MATERIALS/WASTES PROPERLY TOPREVENT CONTACT WITH STORMWATER.22. CONTRACTOR SHALL TRAIN AND PROVIDE INSTRUCTION TO ALLEMPLOYEES/SUBCONTRACTORS RE: CONSTRUCTION BMP'S.23. CONTROL AND PREVENT THE DISCHARGE OF ALL POTENTIAL POLLUTANTS, INCLUDINGPAVEMENT CUTTINGWASTES,PAINTS,CONCRETE, PETROLEUMPRODUCTS,CHEMICALS,WASHWATEROR SEDIMENTS, RINSE WATER FROM ARCHITECTURALCOPPER, AND NON-STORMWATER DISCHARGES TO STORM DRAINS AND WATERCOURSES.NOTE: PROTECT REDWOOD TREEAT 1312 EDGEHILL DRIVE. THISTREE IS HEALTHY AND FIRMLYROOTED, AND NEEDS TO BEFULLY PROTECTED DURING THEPROCESS OF CONSTRUCTIONNEIGHBORHOOD CONCERN NOTES:1. FENCE TO BE 6' GOOD NEIGHBOR FENCE PLUS 2 FEET OF LATTICE2. BACK UP MIRROR3. REMOVAL OF A FEW CYPRESS4. PARKING - PLENTY OF ROOM IN DRIVEWAY FOR AN ADDITIONALFOUR TO FIVE PARKING SPACES5. PRIVACY TREES6. SAVING OF PALM IN BACK7. PROTECTION OF REDWOOD IN BACK ON NEIGHBOR LOTA1.0Scale: N/A2PROPOSED FENCE ELEVATIONSEE LANDSCAPING PLANS FOR TO-SCALE DETAIL
D.S.D.S.D.S.UP 1RUP 1RELECT(N)W.H.UP 7RUP 1RUP 1RS1. 1,530 SQ. FT.S2. 1,917 SQ. FT.S4. 592 SQ. FT.S3. 640 SQ. FT.N 27°35'00" E
OHEOHEOHEOHEOHELOT
L
I
N
E
204.
2
2
'
LOT LINE 170.27'LOT LINE 115.48'LOT LINE 23.63'(E) 6" CURB(E) SIDEWALK(REPLACE)P A L O M A A V E .N 35°15'00" W56.20'N 35°15'00" W56.20'S 62°25'00" E50.00'S 62°25'00" E50.00'S 62°25'00" EN 5
5
°
0
8
'
0
0
"
EN 35°15'00" W144.58'
N 27°35'00" E
118.95'N 27°35'00" E
SSSSSSSSOHEOHEOHEOHEOHE(E) HOUSE(REMODEL) (UNDERSEPARATE PERMIT)( 5 0 ' W I D E )SEWERMANHOLE(E) UTILITY POLE(PROTECT)(E) UTILITY POLE(PROTECT)(E) WATER METER(PROTECT)13.5013.5013.5913.6313.6610' ALLEY(REAR ACCESS IS NOT PERMITTED)(E) GAS METER(PROTECT)(E) CONC. WALL(PROTECT)(E) 3' BLOCK WALL(PROTECT)#1-7 (E) ITALIAN CYPRESS(PROTECT) NEIGHBORHOOD CONCERN:VERIFY W/ NEIGHBORHOOD ABOUTREMOVAL OF 1 OR 2 CYPRESS TREESFOR VIEW ISSUE11.3711.81(E)
P
L
A
N
T
E
R
(PR
O
T
E
C
T
)(N) DRIVEWAYPERVIOUS PAVERS#28 (E) LEMONWOOD(PROTECT)(E) UTILITY POLE(PROTECT)(E) UTILITY POLE(PROTECT)(E) GUYWIRE(PROTECT)(N) 6' WD. FENCE + 2'PRIVACY LATTICE(N) 6' WD. FENCE +2' PRIVACY LATTICE13.7615.0714.2714.05EL = 15.50'15'-0" REAR SETBACK15'-0" FRONT SETBACK5'-0
"
S
I
D
E
S
E
T
B
A
C
K
7'-0" SIDE SETBACK
14'-7"(E) ELEC METER(PROTECT)(E) PORCH(PROTECT)#9 (E) JAPANESEPRIVET(REMOVE)(N)LANDSCAPE(N) HOUSEEL = 17.00'(E) UTILITY LINE(PROTECT)(E) UTILITY LINE(REMOVE)UGEUGEUGEUGE(N)UNDERGROUNDUTILITY LINE(PROPOSED)(E) PATIO20'-0"44'-0"15'-0"51'-1"
40'-1"(N) ELECT METER(PROPOSED FOR (N) HOUSE)2ND FLR OUTLINE 7'-0"52'-0"56'-9"(N) LANDSCAPINGFOR PRIVACY(N) LAWN(N) DECK(N) GAR.(N) PORCH(N) WATER METER(PROPOSED FOR (N) HOUSE)16.5017.0017.0017.00(N) CARPORT6"
2'-6"
6'-1
1
"
9'-1
1
"(N) ADU2EL = 17.00'4'-0
"
A
D
U
S
E
T
B
A
C
K
4'-0"4'-0"15'-6"11'-0"ROOF LINE, TYP.10' X 20' PARKING SPOT16.0017.0013.7113.6910' X 20' PARKING SPOTD.S.D.S.D.S.(N) ADU1EL = 17.00'10'-11"25'-0" BACKUP(N) DECK(N) DECK(N) DECK(N) PRIVACY HEDGES(N) PRIVACY FENCE
11'-3"(N) DECK(N) WALKWAYPERVIOUS PAVERSDUE TO SCOPE OF WORK, THE FOLLOWING MUST BE REPLACED: ALL CURB,GUTTER, DRIVEWAY AND SIDEWALK FRONTING SITE, PLUG ALL EXISTINGSANITARY SEWER LATERAL CONNECTIONS AND INSTALL A NEW 4" LATERALAND WYE TO MAIN, ALL WATER LINE CONNECTIONS TO CITY WATER MAINSFOR SERVICES OR FIRE LINE ARE TO BE INSTALLED PER CITY STANDARDPROCEDURES AND SPECIFICATION, AND ANY OTHER UNDERGROUND UTILITYWORKS WITHIN CITY'S RIGHT-OF-WAY(REPLACE)(E) CONCRETE PAVERS(REMOVE)2'-4"2'-0" FROM OVERHANGTO PROPERTY LINE2'-3"2'-0"1'-8"(E) WATER LINE(PROTECT)SSCO(E) 4" SEWER LINE(REMOVE AND REPLACE)(N) 4" SEWER LINE(PROPOSED FOR (N) HOUSE)(N) WATER LINE(PROPOSED FOR (N) HOUSE)(N) 4" SEWER LINE + C/O(N) 3/4" WATER LINE(N) 4" SEWER LINE + C/O(N) 3/4" WATER LINE(N)
W
A
L
K
W
A
Y
PER
V
I
O
U
S
P
A
V
E
R
SPROVIDE PROPERILLUMINATION ALONGWALKWAY, TYP.PROVIDE PROPERILLUMINATION ALONGPATHWAY LEADING TO THENEW HOUSE AND ADUS FROMTHE FRONT OF THE MAINHOUSE / PUBLIC RIGHT OF WAYPER CBC AND BURLINGAMEMUNICIPAL CODENOTE: OVERHEAD ELECTRICAL LINECANNOT ENCROACH INTONEIGHBOR'S PROPERTY. WIRE TO BERAN THROUGH ALLEY. APPLICATIONTO BE APPLIED FOR THROUGH PG&E16.0016.002'-0"(N) TREE(N) TREE(N) TREE(N) TREE(N) TREE(N) TREE(N) TREE(N) TREE16.00EL = 16.50'16.5016.50(N) TREE (N) TREE (N) TREE (N) TREE (N) TREE
16.50#8 (E) REDWOOD(PROTECT)#10 (E) ENGLISHHOLLY(REMOVE)#11 (E) MAGNOLIA(REMOVE)#12 (E) COTONEASTER(REMOVE)#13 (E) ENGLISH HOLLY(REMOVE)#14 (E) SILK OAK(PROTECT)#15 (E) SILK OAK(PROTECT)#16 (E) EUROPEANWHITE BIRCH(PROTECT)#17 (E) EUROPEAN PLUM(REMOVE)#18 (E) COMMON MYRTLE(REMOVE)#19 (E) CANARYISLAND DATE PALM(PROTECT)#20 (E) REDWOOD(PROTECT)#26 (E) EUROPEANPLUM(REMOVE)#22 (E) STIFF BOTTLEBRUSH(REMOVE)#21 (E) EDIBLE FIG(REMOVE)#23 (E) APPLE(REMOVE)#24 (E) LEMON(REMOVE)#25 (E) APPLE(REMOVE)#27 (E) SWEET BAY(REMOVE)#29 (E) LEMONWOOD(PROTECT)#30 (E) LEMONWOOD(PROTECT)#31 (E) JAPANESEPRIVET(PROTECT)(N) PLANTER10' X 20' PARKING SPOT 123OUTLINE OF (E)DETACHED GARAGENEIGHBORHOOD CONCERN:(N) BACKUP MIRROR(N) HANGOUTUG
E13'-6" Sheet Scale:All drawings & Specifications provided as instruments of service are the property of the Designer whether the project is executed or not.It is unlawful for any person, without the written consent of the Designer. To duplicate or make copies of these documents,partly or in whole, for use for other projects & buildings.
Rev.:Description :Date :
Revisions4843 SILVER SPRINGS DRIVE E-mail: TIM@FORMONEDESIGN.COM Ph: 415.819.0304Park City, UT 84098900 Paloma Ave.,LLC
900 Paloma Ave.
Burlingame, CA 94010
Title :
Project :
Date :07.27.23Drawn :TIM RADUENZ22_45Job No. :
Owner :
APN#: 026221130
Contractor :
Zoning: R-2
PLANNING SET
900 Paloma Ave., LLC
900 Paloma Ave.
Burlingame, CA 94010
oneDESIGN PLANNING formLot Size: 0.2844 ACRES
Impervious Surface Drainage Plan
See DetailsA1.1A1.1Scale: 3/32 = 1'-0"1IMPERVIOUS SURFACE + DRAINAGE PLANIMPERVIOUS SURFACE CALCS1: 1,530 SQ. FT.(E) HOUSES2: 1,917 SQ. FT.(N) HOUSES3: 640 SQ. FT.(N) ADU1S4: 592 SQ. FT.(N) ADU2TOTAL: 4,679 SQ. FT. 4,679 SQ. FT. (IMPERVIOUS SURFACE AREA) / 12,264 SQ. FT. (LOTSIZE) = 38.15%IF POST-CONSTRUCTION IMPERVIOUS AREA IS GREATER THAN 40%OF TOTAL LOT SIZE, MITIGATION OF THE ADDITIONAL STORMRUNOFF IN EXCESS OF 40% TOTAL LOT SIZE MUST BE ADDRESSED.IF POST-CONSTRUCTION IS MORE THAN 60%, THIS WILL TRIGGER AREASSESSMENT OF THE ANNUAL STORM DRAIN FEE FOR THEPARCEL.PERMEABLE PAVER DETAIL
Sheet Scale:All drawings & Specifications provided as instruments of service are the property of the Designer whether the project is executed or not.It is unlawful for any person, without the written consent of the Designer. To duplicate or make copies of these documents,partly or in whole, for use for other projects & buildings.
Rev.:Description :Date :
Revisions4843 SILVER SPRINGS DRIVE E-mail: TIM@FORMONEDESIGN.COM Ph: 415.819.0304Park City, UT 84098900 Paloma Ave.,LLC
900 Paloma Ave.
Burlingame, CA 94010
Title :
Project :
Date :07.27.23Drawn :TIM RADUENZ22_45Job No. :
Owner :
APN#: 026221130
Contractor :
Zoning: R-2
PLANNING SET
900 Paloma Ave., LLC
900 Paloma Ave.
Burlingame, CA 94010
oneDESIGN PLANNING formLot Size: 0.2844 ACRES
3D Renders
See DetailsPHScale: NAPH13D RENDERS OF SITE LAYOUT
22'-0 1/2"WASHERELECT.DRYER9/0O/H DR.52'-0"3/020 MIN.36" REF.18" CAB.2X4 PONY WALL - PLUMBING WALL24" CAB.3'-4"8'-8"24" CAB.3'-4"21'-11 1/2"13'-2 1/2"4'-6 1/2"24'-7 1/2"6"3 1/2"7'-5 1/2"13'-8 1/2"6"
44'-0"22'-0"30'-0"22'-0"22'-0"
44'-0"52'-0"TVHEARTH (N) 6/0(N) 6/0(N) 3/036x36
(N) 6/0TEMP.36x8824 X 18
KING 78 X 8024 X 18A3.12A3.11A3.01A3.02SHWRON/OFFTEMP.2/6UP(N) 2/03 1/2"8'-10"12'-11 1/2"ELECT(N)W.H.24" DW16" RECLINEN CABINET3'-0"2'-8"3'-2"8'-4"5'-4"8'-4"GARAGECONC.G. CLTWOODMUDTILEL. HALLWOODGUEST BEDWOODG. BATHTILEKITCHENWOODDININGWOODLIVINGWOODDECKTREX OR EQ.(N) 6/0TEMP.(N) 12/0TEMP.(N) 3/0(N) 2/6(N) 3/0(N) 6/0DBL. HANG.
ADJ. SHELVESA4.01A4.01A4.02A4.02A4.12A4.11A4.11A4.129'-0" CLG.9'-0" CLG.9'-0" CLG.9'-0" CLG.9'-0" CLG.9'-0" CLG.9'-0" CLG.9'-0" CLG.001101102103104105106107108109110111TEMP.TEMP.TEMP.TEMP.TEMP.(N)ELECT.METER(N) 200AELECT.PANEL(N) 2/6112(N)2/8(N)2/8(N) 3/0TEMP.100OPTION - DRENTRYTILE9'-0" CLG.BOOKCASE2/8 CASED
(N)2/8(N)2/6CLT-6WOOD9'-0" CLG.PWDTILE9'-0" CLG.3 1/2"TV(N)2/6CABINET2/6PTRYWOOD9'-0" CLG.SECOND FLOOR OUTLINE
CAR PORTCONC.00215'-0"1'-11"TEMP.TEMP.TEMP.TEMP.UP 5RUP 1R3'-6"UP 7RUP 1RDECKTREX OR EQ.UP 8R5'-0"
BENCH
FIREPLACETEMP.TEMP.IN-FILL EV CHARGERA4.03A4.03 Sheet Scale:All drawings & Specifications provided as instruments of service are the property of the Designer whether the project is executed or not.It is unlawful for any person, without the written consent of the Designer. To duplicate or make copies of these documents,partly or in whole, for use for other projects & buildings.
Rev.:Description :Date :
Revisions4843 SILVER SPRINGS DRIVE E-mail: TIM@FORMONEDESIGN.COM Ph: 415.819.0304Park City, UT 84098900 Paloma Ave.,LLC
900 Paloma Ave.
Burlingame, CA 94010
Title :
Project :
Date :07.27.23Drawn :TIM RADUENZ22_45Job No. :
Owner :
APN#: 026221130
Contractor :
Zoning: R-2
PLANNING SET
900 Paloma Ave., LLC
900 Paloma Ave.
Burlingame, CA 94010
oneDESIGN PLANNING formLot Size: 0.2844 ACRES
Proposed Floor Plan
See DetailsA2.0A2.0Scale: 1/4 = 1'-0"1PROPOSED FIRST FLOOR PLANRELATED CODE REQUIREMENTS: (EGRESS + WINDOWS + DRS.)1. EGRESS WINDOWS SHALL HAVE A MIN. NET CLEAR OPERABLE AREA OF 5.7SQUARE FEET.2. THE MINIMUM NET CLEAR WIDTH DIMENSION SHALL BE 20"3. THE MINIMUM NET CLEAR OPENING HEIGHT DIMENSION SHALL BE 24"4. MAX. U-FACTOR (0.58) FOR FENESTRATION + SKYLIGHTS 2022 CEC 150.0 (Q)5. MAX. TOTAL AREA, 20%, NO MAXIMUM FOR WEST FACING AREA TABLE 150.1-A, & B6. FENESTRATION MAX. U-FACTOR 0.30. NO SHGC REQUIREMENT TABLE 150.1-A, & B7. DOOR MAX. U-FACTOR: 0.20 TABLE 150.1A, & B2022 CODE REQUIREMENTS: (PLUMBING)1. REQUIRES NON-COMPLIANT PLUMBING FIXTURES TO BE REPLACED BYWATER-CONSERVING PLUMBING FIXTURES WHEN A PROPERTY IS UNDERGOINGALTERATIONS OR IMPROVEMENTS. THIS LAW APPLIES TO ALL RESIDENTIAL ANDCOMMERCIAL PROPERTY BUILT PRIOR TO JANUARY 1, 1994. DETAILS CAN BEFOUND ATHTTP://LEGINFO.CA.GOV/PUB/09-10/BILL/SEN/SB0401-0450/SB407 BILL 20091011CHAPTERED.HTML.2. PER CALIFORNIA CIVIL CODE ARTICLE 1101.4 AND CAL GREEN SECTION 301.1,FORALL BUILDING ALTERATIONS OR IMPROVEMENTS TO A SINGLE FAMILY RESIDENTIALPROPERTY, EXISTING PLUMBING FIXTURES IN THE ENTIRE HOUSE THAT DO NOTMEET COMPLIANT FLOW RATES WILL NEED TO BE UPGRADED. WATER CLOSETSWITH A FLOW RATE EXCESS OF 1.6 GPF WILL NEED TO BE REPLACED WITH W.C. W/A MAX. FLOW RATE OF 1.28 GPF. SHOWER HEADS W/ A FLOW RATE GREATER THAN2.5 GPM WILL NEED TO BE REPLACED W/ A MAX. 1.8 GPM SHOWER HEAD. LAVATORY& KITCHEN FAUCETS W/ A FLOW RATE GREATER THAN 1.8 GPM WILL NEED TO BEREPLACED W/ A FAUCET W/ MAX. FLOW RATE OF 1.5 GPM (OR 1.8 GPM FOR KITCHENFAUCETS)RELATED CODE REQUIREMENTS: (BATHS) (CONT.):PLUMBING:- SHOWER MUST BE PROVIDED W/ TEMPERATURE CONTROL (ANIT-SCALD) TYPEVALVE. TOILETS MUST HAVE A MIN. CLEAR SPACE OF 30" WIDE, & 24" CLEAR SPACEIN FRONT. IF NEW, TOILETS MUST BE WATER CONSERVING 1.28 GALLON. SHOWERDOORS SHALL OPEN OUTWARD AND SHALL BE A MIN. 22" WIDE, THE SHOWERHEADCANNOT DISCHARGE DIRECTLY AT ENTRANCE. ALL SHOWER COMPARTMENTS,REGARDLESS OF SHAPE,MUST BE CAPABLE OF ENCOMPASSING A 30" CIRCLE. JOB-FORMED SHOWER PANLINER MUST SLOPE 14" PER FOOT TO WEEP HOLES IN DRAIN, AND BE INSPECTEDUNDER TEST PRIOR TO COVERING.RELATED CODE REQUIREMENTS: (BATHS) (CONT.):BUILDING:- SHOWER WALL SHALL BE FINISHED TO A HEIGHT 72" ABOVE THE DRAIN INLETWITH MATERIAL THAT IS NOT AFFECTED BY MOISTURE. GREEN BD. CANNOT BEUSED AS A BACKER FOR MASTIC TILE WHERE IT WILL BE EXPOSED TO SPLASHINGWATER AND IS NOT ALLOWED ON CEILINGS.CEMENT BOARD WITH A MOISTURE BARRIER AND CORROSION-RESISTANTFASTENERS IS AN APPROPRIATE BACKING MATERIAL IN WET LOCATIONS. MIN.CEILING HEIGHT FOR ALL BATHROOMS IS 7'-0". SAFETY GLAZING ISREQUIRED FOR WINDOWS IN TUB OR SHOWER LOCATIONS WHERE THE BOTTOMEDGE OF GLASS IS LESS THAN 5'-0" ABOVE THE DRAIN. AS PART OF REMODELSMOKE DETECTORS WILL BE REQUIRED IN ALL BEDROOMS, ADJOINING HALL, ANDAT EACH LEVEL PER THE BUILDING CODE.RELATED CODE REQUIREMENTS: (BATHS)(CONT.)ELECTRICAL:- IT IS REQUIRED TO HAVE AT LEAST ONE RECEPTACLE WITHIN 3-FEET OF THEOUTSIDE EDGE OF EACH BASIN, THIS RECEPTACLE AND ANY OTHERS LOCATEDWITHIN THE BATHROOM MUST BE GFCI PROTECTED.- A SEPARATE 20-AMP CIRCUIT IS REQUIRED TO SUPPLY BATHROOM OUTLETSONLY, OR A SINGLE BATHROOM.- LIGHTING WILL BE REQUIRED TO BE HIGH EFFICACY OR CONTROLLED BY AMANUAL ON OCCUPANTSENSOR SWITCH. (TYPICALLY HIGH EFFICACY LIGHT FIXTURES ARE PIN BASEFLUORESCENT WITH ELECTRONIC BALLAST.MECHANICAL:- A FAN CONNECTED TO THE OUTSIDE CAN BE PROVIDED, FAN EXHAUST SHOULDBE 3-FEET FROM BUILDING OPENINGS AND PROPERTY LINES. BE INSPECTED UNDER TEST PRIOR TO COVERING.GENERAL NOTES:1. PROVIDE 30" MIN. CLEAR WIDTH, 15" ON BOTH SIDES FROM CENTERLINE OF W.C.)AND 24" CLEARANCE IN FRONT OF THE W.C. PER CPC 402.52. PROVIDE MIN. SHOWER AREA - 1024 SQ. INCHES, CAPABLE OF ENCOMPASSING A30" CIRCLE. SEE PLANS PER CPC 408.63. TEMPERED GLAZING, TYP. AT ALL DOORS AND REQUIRED BY CODE4. PROVIDE DEVICES TO ABSORB HIGH PRESSURES RESULTING FROM THEWASHER & DISHWASHER, ETC., PER CPC5.WATER CLOSETS SHALL BE AN ULTRA LOW FLUSH TYPE W/ 1.28 GALLONS MAX.PER FLUSH, PER CPC & GCG 4.303.1.16. EXHAUST VENT FOR DRYER SHALL TERMINATE TO THE OUTSIDE OF THEBUILDING AND SHALL BE EQUIPPED WITH A DRAFT DAMPER AND SHALL BE RIGIDMETAL DUCT WITH SMOOTH INTERIOR SURFACES PER CMC SECT. 504.7. VERIFY ALL FINISH FLOOR CALL-OUTS W/ OWNERS, TYP.8. SUB- PANEL ELECT., VERIFY LOCATION W/ OWNER.9. ALL SHOWER HEADS TO HAVE 1.8 GPM @ 60 PSA FLOW MAX. PER 2022 CPCSECT. 408.2 & (CGC 4.303.1.2)10. ALL SHOWER WALLS TO BE WATERPROOF TO 72" ABOVE DRAIN INLET, WALLFINISHES TO BE OF SMOOTH HARD NONABSORBENT SURFACE, PER CRC R307.2(CEMENT BASED)11. NA12. ALL LAVATORY FAUCETS TO HAVE 1.2 GPM, + KITCHEN FAUCETS TO HAVE 1.8GPM FLOW MAX. PER 2022 CPC SECT. 403.7, & 403.6 (CGC 4.303.1.4.4)13. WATER HAMMER ARRESTORS AT ALL APPLIANCES THAT HAVE QUICK-ACTINGVALVES (I.E.) DISHWASHERS HOT WATER LINE AND THE HOT/COLD LINES OF THECLOTHES WASHER) 2022 CPC 609.10.14. CONTROL VALVE FOR SHOWER OR TUB/SHOWER SHALL BE OF THE PRESSUREBALANCE OR THERMOSTATIC MIXING VALVE TYPE, PER CPC 420.0.15. THRESHOLD FOR IN-SWING DOORS SHALL BE 7.75" MAX. AND 7" MAX. FOROUTSWING DOORS.16. (E) GAS METER LOCATION, PG&E, TYPICAL 36" FROM OPERABLE WINDOWS.17. (E) ELECTRICAL METER LOCATION TO BE MOVED PER PLANS.18. MAX. DROP FROM TOP OF THRESHOLD TO THE EXT. LANDING AT ALL SLIDINGAND IN-SWINGING DOORS SHALL BE LIMITED TO 7.75", AND NOT MORE THAN 1.5"LOWER THAN THRESHOLD FOR OUTSWING DRS. PER 2022 CRC R311.319. (N) STAIRS TO HAVE MAX. RISER HEIGHT OF 7.75" AND A MIN. TREAD DEPTHOF 10" PER CRC R311.7.4.20. A CAPILLARY BREAK WILL BE INSTALLED IF A SLAB ON GRADE FOUNDATIONSYSTEM IS USED. THE USE OF A 4" THICK BASE OF 1/2" OR LARGER CLEANAGGREGATE UNDER A 6 MIL VAPOR RETARDER WITH JOINT LAPPED NOT LESSTHAN 6" WILL BE PROVIDED UNLESS AND ENGINEERED DESIGN HAS BEENSUBMITTED AND APPROVED BY THE BUILDING DIVISION . 2022 CGC §4.505.2 ANDCALIFORNIA RESIDENTIAL CODE (CRC) §R5O6.2.321. BUILDING MATERIALS WITH VISIBLE SIGNS OF WATER DAMAGE WILL NOT BEINSTALLED. WALL AND FLOOR FRAMING WILL NOT BE ENCLOSED WHEN THEFRAMING MEMBERS EXCEED 19% MOISTURE CONTENT. MOISTURE CONTENT WILLBE VERIFIED PRIOR TO FINISH MATERIAL BEING APPLIED. 2022 CGC §4.505.31. ALL EXTERIOR 2X6 WALLS: R-21 BATT INSULATION, OR MIN. BYTITLE-242. ALL EXTERIOR 2X4 WALLS: R-15 BATT INSULATIONOR MIN. BY TITLE-243. ALL CEILINGS TO RECEIVE R-32 MIN. INSULATIONOR MIN. BY TITLE-244. ALL UNDER FLOOR TO RECEIVE R-19 BAT INSULATION5. ALL BATHROOMS, LAUNDRY ROOMS, TO RECEIVE SOUND BATT,INSULATION, TYPICAL.6. CEILING INSULATION, MIN. R-30 INSULATION REQUIRED.7. BUILDING ENVELOPE INSULATION: PER CLIMATE ZONE: 3 TABLE150.1-A, & B8. BUILDING ENVELOPE INSULATION: WALLS, ABOVE OR BELOWGRADE, MEET STANDARDS IN TABLE 150.1-A & B9. QUALITY INSULATION INSTALLATION INSPECTION (QII) ISREQUIRED BY A THIRD PARTY.INSULATION: (See Title-24 For Min.)GENERAL NOTES: (cont.)22. FITTINGS (FAUCETS AND SHOWER HEADS) HAVE ALL REQUIREDSTANDARDS LISTED ON PLANS AND ARE IN ACCORDANCE TO CGC 4.303.1.3AND CGC 403.1.423. ANY GAS FIREPLACE SHALL BE DIRECT-VENT SEALED-COMBUSTIBLE TYPE.2022 CGC 4.503.124. PROVIDE 36 INCH MIN. DEEP LANDING OUTSIDE ALL EXTERIOR DOORS(NOT MORE THAN 7.75 INCHES LOWER THAN THE THRESHOLD FORIN-SWINGING DOORS AND SLIDING DOORS, AND NOT MORE THAN 1.5 INCHESLOWER THAN THE THRESHOLD FOR OUT-SWINGING DOORS) 2022 CRC R311.325. WALLS WITH 2 X 6 AND LARGER FRAMING REQUIRE R-19 INSULATION150.0(C)226. CONSTRUCTION HOURS IN THE CITY PUBLIC RIGHT OF WAY ARE LIMITED TOTHE WEEKDAYS AND NON-CITY HOLIDAYS BETWEEN 8:00 A.M AND 5:00 P.M.27. THIS PROPERTY IS LOCATED IN THE SPECIAL FLOOD HAZARD AREA. THEPROPOSED HOUSE AND ADUS MUST BE CONSTRUCTED AT THE DESIGN FLOODELEVATION OR ABOVE THE BASE FLOOD ELEVATION (BFE) PLUS 1' (CBC).POLLUTANT CONTROL NOTES:1. PAINTS + COATINGS WILL COMPLY WITH VOC LIMITS PER 2022 CGC§4.504.2.22. DOCUMENTATION PROVIDED THAT VERIFIES COMPLIANCE WITH VOC FINISHMATERIALS. 2022 CGC §4.504.2.43. CARPET SYSTEM INSTALLED IN THE BUILDING INTERIOR WILL MEET THETESTING + PRODUCT REQUIREMENTS FOUND IN THE 2022 CALIFORNIA GREENBUILDING CODE. 2022 CGC §4.504.34. WHERE RESILIENT FLOORING IS INSTALLED, AT LEAST 80% OF THE FLOORAREA RECEIVING RESILIENT FLOORING WILL COMPLY WITH THE CALIFORNIAGREEN BUILDING CODE REQUIREMENTS. 2022 CGC §4.504.45. HARDWOOD PLYWOOD, PARTICLEBOARD, + MEDIUM DENSITY FIBERBOARDCOMPOSITE WOOD PRODUCTS USED ON THE INTERIOR AND EXTERIOR OF THEBUILDING WILL COMPLY WITH THE LOW FORMALDEHYDE EMISSIONSTANDARDS. 2022 CGC §4.504.56. AEROSOL PAINTS + COATINGS SHALL MEET THE PRODUCT-WEIGHTED MIRLIMITS FOR ROC AND COMPLY W/ PERCENT VOC BY WEIGHT OF PRODUCTLIMITS, REGULATION 8, RULE 49. PER 2022 CGC 4.504.2.37. ADHESIVES, SEALANTS, + CAULKS USED ON THE PROJECT SHALL FOLLOWLOCAL + REGIONAL AIR POLLUTION OR AIR QUALITY MANAGEMENTSTANDARDS 2022 CGC §4.504.2.1
(N)2/618x18QUEEN - 60x8018x18BATH-3TILESHOWERON/OFFT
E
M
P
.A3.11(N)2/6(N)2/8(N) 6/0(N) 2/63 1/2"17'-2"6"3 1/2"6'-0"3 1/2"7'-10 1/2"6"22'-0"
1'-0"4'-6"
3 1/2"
12'-5 1/2"6"(N)2/8(N)2/8(N) 2/6(N) 2/6(N) 2/6(N) 2/6(N) 5/0(N) 5/0(N) 2/6(N) 2/6(N) 5/0(N) 5/048'-0"44'-0"6"12'-9 1/2"3'-10"6"5'-10"3 1/2"10'-0"5'-3 1/2"3 1/2"11'-6"6"12'-2 1/2"48'-0"30'-0"A3.12DNU. HALLWOOD(N)2/69'-0"3 1/2"6'-4"(N)2/8A3.0222'-0"
44'-0"A3.01(N) 6/0QUEEN - 60x8018x1818x18(N) 2/0(N)2/812'-4"(N)2/6QUEEN - 60x8018x1818x18TVTV TVTVQUEEN - 60x804/0(N)2/8(N)2/6(N)2/6BATH-2TILEM. BATHTILE3'-0"2'-8"3'-4"SHOWERON/OFFCLT-3WOODBED-3WOODBED-4WOODBED-5WOODBED-2WOODM. BEDWOODDBL. HANG.BUILT-IN BOOKSHELF18x18 18x1812x1812" TRAY CLGTEMP.SHOWERON/OFFTEMP.(N)2/6M. CLT.WOOD(N) 2/0DBL. HANG.
ADJ. SHELVES ADJ. SHELVESDESK12" TRAY CLG2x4 SOFFIT 2x4 SOFFIT4'-0"6"2'-9"
8'-9"(N) 2/6(N)2/6ADJ. SHELVES (N) 2/0CLT-5WOODDBL. HANG.(N) SKYLIGHT
(N) SKYLIGHT
CLT-2WOODCLT-1WOODA4.01A4.01A4.02A4.02A4.12A4.11A4.11A4.129'-0" CLG. 8'-0" CLG. 9'-0" CLG. 8'-0" CLG. 8'-0" CLG.8'-0" CLG.8'-0" CLG.8'-0" CLG.8'-0" CLG.8'-0" CLG.8'-0" CLG.VAULT. CLG.VAULT. CLG.VAULT. CLG.LINEN CAB.219200201202203204205206207208209210211212213214215216217218COMPRESSOR
TEMP.TEMP.TEMP.(N)2/6SHOWER
ON/OFFTEMP.DBL. HANG.(N) 5/012x18(N)2/4(N)2/4BATH-4TILE8'-0" CLG.DBL. HANG.DBL. HANG.
3 1/2"3'-4"2'-8"3'-6"3 1/2"5'-0"6"CLT-4WOOD8'-0" CLG.FLAT ROOFFLAT ROOFFIRST FLOOR OUTLINE
TEMP.TEMP.TEMP.TEMP.TEMP.TEMP.TEMP.TEMP.TEMP.TEMP.TEMP.TEMP.TEMP.TEMP.TEMP.TEMP.TEMP.A4.03A4.03 Sheet Scale:All drawings & Specifications provided as instruments of service are the property of the Designer whether the project is executed or not.It is unlawful for any person, without the written consent of the Designer. To duplicate or make copies of these documents,partly or in whole, for use for other projects & buildings.
Rev.:Description :Date :
Revisions4843 SILVER SPRINGS DRIVE E-mail: TIM@FORMONEDESIGN.COM Ph: 415.819.0304Park City, UT 84098900 Paloma Ave.,LLC
900 Paloma Ave.
Burlingame, CA 94010
Title :
Project :
Date :07.27.23Drawn :TIM RADUENZ22_45Job No. :
Owner :
APN#: 026221130
Contractor :
Zoning: R-2
PLANNING SET
900 Paloma Ave., LLC
900 Paloma Ave.
Burlingame, CA 94010
oneDESIGN PLANNING formLot Size: 0.2844 ACRES
Proposed Floor Plan
See DetailsA2.1A2.1Scale: 1/4 = 1'-0"1PROPOSED SECOND FLOOR PLAN
NOTES:1. (EXISTING) (OGEE) G.S.M. GUTTERS, & (3" GSM)DOWNSPOUTS (MATCH EXISTING AS REQUIRED),LINE ALL VALLEYS WITH GSM, AT LEAST 20" WIDEWITH WITH 1/4" EDGE TURNED OVER ANDFASTENED WITH CLEATS. LAP JOINTS AT LEAST 4",BUT DO NOT SOLDER.2. N/A3. WHEN INSULATION IS INSTALLED IN ENCLOSEDRAFTER SPACES WHERE CEILINGS ARE APPLIEDDIRECT TO THE UNDERSIDE OF ROOF RAFTERS, AMINIMUM AIR SPACE OF 1 INCH MUST BE PROVIDED,INSULATION BAFFLE NEEDED.4. FLASHINGS AND COUNTER FLASHINGS SHALLNOT BE LESS THAN 0.016-INCH (28-GAGE)CORROSION RESISTANT METAL, AND VALLEYFLASHING5. AT THE JUNCTURE OF THE ROOF & VERTICALSURFACES, FLASHING & COUNTERFLASHINGSSHALL NOT BE LESS THAN 0.019-INCH (26 GAUGE)6. NA7. TERMINATION OF ALL ENVIRONMENTAL AIRDUCTS SHALL BE A MIN. OF 3'-0" FROM PROPERTYLINES OR ANY OPENING INTO THE BUILDING (I.E.DRYERS, BATH& UTILITY FANS, ETC., MUST BE 3'-0"AWAY FROM DOORS, WINDOWS, OPENINGSKYLIGHTS OR ATTIC VENTS, PER CODE8. N/A9. N/A10. ATTIC VENTILATION AT CALIFORNIA FRAMING TORECEIVE LOW PROFILE VENTS OR OPENING IN THEROOF SHEATHING BELOW11. (AS REQUIRED) ALL TRUSS/RAFTER BLOCKINGTO RECEIVE 2" DIA HOLES IN EVERY BLOCKTYPICAL FOR EVEN DISTRIBUTION OF AIR FLOW.12. ATTIC IS GETTING NEW INSULATION,VERIFY (E)FANS/VENTS TO WHAT IS REQUIRED ER CURRENTCODE.PLUMBING & HVAC NOTE:1. GROUP ALL EXHAUST FLUES TOGETHERWHEN POSSIBLE & LOCATE ON ROOFSSLOPING TO THE REAR OF HOUSE TYP. VERIFYLOCATION W/ DESIGNER.DNSLOPE125SLOPE125SLOPE125SLOPE125SLOPE
12 5
SLOPE
125
RIDGERIDGE
HIPHIPHIPHI
PHIPHI
P EPDM OR EQUALFLAT ROOFCLASS A: FIRE RATEDOGEE G.S.M. GUTTERASPHALT ROOFCLASS A: FIRE RATEDD.S.D.S.OGEE G.S.M. GUTTERD.S.SLOPE
125
HIPHIPRIDGE (SADDLE)SLOPE123SLOPE1232 % SCUPPER LOCATIONFOR FLAT ROOF DRAINAGEOVERFLOW DRAIN(VERIFY LOCATION INFIELD) MIN. 2" ABOVEMAIN DRAIN2'-11 1/2" PARAPETWALLVENT
VENT
VENTVENTVENT
VENTVENTVENTVENTVENTVENT VENTVENTVENTVENTVENTVENT
PV SYSTEM INSTALLER TOCONFIRM W/ SHOP DRAWINGSPORCH ROOF BELOWSLOPE2'-4" TYP.(E) SLOPE124(E) SLOPE124(E) ROOFNON-COMBUSTIBLE CONSTRUCTIONProposed Roof Plan
See DetailsA2.2 Sheet Scale:All drawings & Specifications provided as instruments of service are the property of the Designer whether the project is executed or not.It is unlawful for any person, without the written consent of the Designer. To duplicate or make copies of these documents,partly or in whole, for use for other projects & buildings.
Rev.:Description :Date :
Revisions4843 SILVER SPRINGS DRIVE E-mail: TIM@FORMONEDESIGN.COM Ph: 415.819.0304Park City, UT 84098900 Paloma Ave.,LLC
900 Paloma Ave.
Burlingame, CA 94010
Title :
Project :
Date :07.27.23Drawn :TIM RADUENZ22_45Job No. :
Owner :
APN#: 026221130
Contractor :
Zoning: R-2
PLANNING SET
900 Paloma Ave., LLC
900 Paloma Ave.
Burlingame, CA 94010
oneDESIGN PLANNING formLot Size: 0.2844 ACRESA2.2Scale: 1/4 = 1'-0"1PROPOSED ROOF PLANPLUMBING & HVAC NOTE:1. GROUP ALL EXHAUST FLUES TOGETHER WHENPOSSIBLE & LOCATE ON ROOFS SLOPING TO THE REAROF HOUSE TYP. VERIFY LOCATION W/ DESIGNER.VENTILATION CALC:SQ. FT. OF (N) ROOF: 1,854.00 SQ. FT.1,854/150 = 12.36 SQ. FT. OF VENTILATION IN NEW ROOFROOF VENTS (17 ea. X .75 SQ. FT.) =12.75 SQ. FT.TOTAL VENTILATION INSTALLED =12.75 SQ.FT.A2.22FIRE-RESISTANT EAVE DETAILScale: NA
1ST FLR. SUB. FLR.8'-0"1'-2 3/4"9'-0"512512FLAT ROOF2'-7 1/2"17.00'(E) GRADE12.50'45°1ST FLR. T.O.P.2ND FLR. SUB. FLR.2ND FLR. T.O.P.RIDGED.H.E. LEFT12.44'14'-0"5'-6 1/4"27'-2 1/4" OVERALL BUILDING HEIGHT (E) PROPERTY LINE
(E) PROPERTY LINED.H.E. RIGHT12.72'SECOND FLR. SUB. FLR.27.23'14'-0"45°
7'-6"
7'-6"26.00'27.23'35.23'40.75'30' HT. LIMIT43.56'30'-0" HEIGHT LIMIT
DECKG.S.M. GUTTER SYSTEM (PAINTED),TYP.ARCHITECTURAL ASPHALTSHINGLES GRACE UNDER-LAYMENT TYP., TYP.SIERRA-PACIFIC WOOD/CLADWDS. + DRS, PUTTY SDLSTANDARD, 3-COAT STUCCO(SMOOTH FINISH) (PAINTED)TEMP.TEMP.TEMP.AVERAGE T.O.C.13.57'7'-0"52'-0 1/2"38'-2 1/2"SIERRA-PACIFIC VINYL/CLADWOOD WDS. + DRS, PUTTY SDLCAR PORTD.S.D.S.11.77'1'-1"8"CARPORT SHALL BE CONSTRUCTEDOF NON-COMBUSTIBLE MATERIALSSUCH AS STEELTEMP.TEMP.TEMP.TEMP.3'-5 1/4"(N) 6' WD. FENCE + 2' PRIVACY LATTICE6'-0"2'-0"(N) 6' WD. FENCE(N) 2' PRIVACY LATTICE(N) 6' WD. FENCE + 2' PRIVACY LATTICE
6'-0"2'-0"
8'-0" NEIGHBOR REQUESTED
HEIGHT OF FENCE FOR PRIV.VENT,TYP.512512FLAT ROOFDECKG.S.M. GUTTER SYSTEM (PAINTED),TYP.ARCHITECTURAL ASPHALTSHINGLES GRACE UNDER-LAYMENT TYP., TYP.SIERRA-PACIFIC VINYL/CLADWOOD WDS. + DRS, PUTTY SDLSTANDARD, 3-COAT STUCCO(SMOOTH FINISH) (PAINTED)TEMP.TEMP.TEMP.TEMP.7'-0"52'-0"HORIZONTAL 6" CEDAR SIDINGD.S.1ST FLR. SUB. FLR.8'-0"
1'-2 3/4"
9'-0"17.00'(E) GRADE12.50'45°1ST FLR. T.O.P.2ND FLR. SUB. FLR.2ND FLR. T.O.P.RIDGED.H.E. LEFT12.44'14'-0"
5'-6 1/4"
27'-2 1/4" OVERALL BUILDING HEIGHT
(E) PROPERTY LINE
(E) PROPERTY LINED.H.E. RIGHT12.72'SECOND FLR. SUB. FLR.27.23'14'-0"45°7'-6"
7'-6"26.00'27.23'35.23'40.75'30' HT. LIMIT43.56'30'-0" HEIGHT LIMITAVERAGE T.O.C.13.57'1'-1"8"TEMP.TEMP.TEMP.TEMP.TEMP.3'-5 1/4"
(N) 6' WD. FENCE + 2' PRIVACY LATTICE2'-0"8'-0" NEIGHBOR REQUESTEDHEIGHT OF FENCE FOR PRIV.6'-0" Sheet Scale:All drawings & Specifications provided as instruments of service are the property of the Designer whether the project is executed or not.It is unlawful for any person, without the written consent of the Designer. To duplicate or make copies of these documents,partly or in whole, for use for other projects & buildings.
Rev.:Description :Date :
Revisions4843 SILVER SPRINGS DRIVE E-mail: TIM@FORMONEDESIGN.COM Ph: 415.819.0304Park City, UT 84098900 Paloma Ave.,LLC
900 Paloma Ave.
Burlingame, CA 94010
Title :
Project :
Date :07.27.23Drawn :TIM RADUENZ22_45Job No. :
Owner :
APN#: 026221130
Contractor :
Zoning: R-2
PLANNING SET
900 Paloma Ave., LLC
900 Paloma Ave.
Burlingame, CA 94010
oneDESIGN PLANNING formLot Size: 0.2844 ACRES
Proposed Front + Rear Elevations
See DetailsA3.0A3.0Scale: 1/4 = 1'-0"1PROPOSED FRONT ELEVATIONA3.0Scale: 1/4 = 1'-0"2PROPOSED REAR ELEVATION
5125123:12 SLOPE SADDLEDECK1ST FLR. SUB. FLR.8'-0"1'-2 3/4"
9'-0"
2'-7 1/2"17.00'(E) AVERAGE GRADE12.50'1ST FLR. T.O.P.2ND FLR. SUB. FLR.RIDGE5'-6 1/4"
27'-2 1/4" OVERALL BUILDING HEIGHT26.00'27.23'40.75'30' HT. LIMIT43.56'30'-0" HEIGHT LIMIT G.S.M. GUTTER SYSTEM (PAINTED),TYP.ARCHITECTURAL ASPHALTSHINGLES GRACE UNDER-LAYMENT TYP., TYP.SIERRA-PACIFIC VINYL/CLADWOOD WDS. + DRS, PUTTY SDLSTANDARD, 3-COAT STUCCO(SMOOTH FINISH) (PAINTED)13.57'AVERAGE T.O.C.(E) HOUSE15'-0"44'-0"20'-0"(E) PROPERTY LINEHORIZONTAL 6" CEDAR SIDINGCAR PORT(E) GRADE2ND FLR. T.O.P.35.23'(E) GRADE3'-5 1/4"11.50'14.00'1'-1"
(N) PRIVACY TREES - SEE SITE PLAN CARPORT SHALL BE CONSTRUCTEDOF NON-COMBUSTIBLE MATERIALSSUCH AS STEELTEMP.TEMP.TEMP.TEMP.TEMP.GARAGE FLR13.38'(N) 6' WD. FENCE(N) 2' PRIVACY LATTICE(N) 6' WD. FENCE(N) 2' PRIVACY LATTICE(N) 6' WD. FENCE + 2' PRIVACY LATTICE
6'-0"2'-0"
8'-0" NEIGHBOR REQUESTED
HEIGHT OF FENCE FOR PRIV.TEMP.TEMP.GARAGE T.O.P.22.38'FALSEFALSEFALSE3'-0"3'-0"
15' REAR SETBACK3:12 SLOPE SADDLE512512(N) METAL SCUPPER(TYP.)1ST FLR. SUB. FLR.8'-0"1'-2 3/4"9'-0"17.00'(E) GRADE12.50'1ST FLR. T.O.P.2ND FLR. SUB. FLR.2ND FLR. T.O.P.RIDGE5'-6 1/4"27'-2 1/4" OVERALL BUILDING HEIGHT26.00'27.23'35.23'40.75'30' HT. LIMIT43.56'30'-0" HEIGHT LIMIT G.S.M. GUTTER SYSTEM (PAINTED),TYP.ARCHITECTURAL ASPHALTSHINGLES GRACE UNDER-LAYMENT TYP., TYP.SIERRA-PACIFIC VINYL CLADWOOD WDS. + DRS, PUTTY SDLSTANDARD, 3-COAT STUCCO(SMOOTH FINISH) (PAINTED)TEMP.AVERAGE T.O.C.13.57'DECK(E) PROPERTY LINE
(E) HOUSE15'-0"44'-0"20'-0"HORIZONTAL 6" CEDAR SIDINGCAR PORT1'-1"(N) PRIVACY TREES - SEE SITE PLAN11.50'14.27'CARPORT SHALL BE CONSTRUCTEDOF NON-COMBUSTIBLE MATERIALSSUCH AS STEELTEMP.TEMP.TEMP.TEMP.TEMP.TEMP.TEMP.3'-5 1/4"(N) 6' WD. FENCE + 2' PRIVACY LATTICE6'-0"2'-0"(N) 6' WD. FENCE(N) 2' PRIVACY LATTICE8'-0" NEIGHBOR REQUESTEDHEIGHT OF FENCE FOR PRIV.1PROPOSED RIGHT ELEVATION Sheet Scale:All drawings & Specifications provided as instruments of service are the property of the Designer whether the project is executed or not.It is unlawful for any person, without the written consent of the Designer. To duplicate or make copies of these documents,partly or in whole, for use for other projects & buildings.
Rev.:Description :Date :
Revisions4843 SILVER SPRINGS DRIVE E-mail: TIM@FORMONEDESIGN.COM Ph: 415.819.0304Park City, UT 84098900 Paloma Ave.,LLC
900 Paloma Ave.
Burlingame, CA 94010
Title :
Project :
Date :07.27.23Drawn :TIM RADUENZ22_45Job No. :
Owner :
APN#: 026221130
Contractor :
Zoning: R-2
PLANNING SET
900 Paloma Ave., LLC
900 Paloma Ave.
Burlingame, CA 94010
oneDESIGN PLANNING formLot Size: 0.2844 ACRES
Proposed Right + Left Elevations
See DetailsA3.1A3.1Scale: 1/4 = 1'-0"A3.1Scale: 1/4 = 1'-0"2PROPOSED LEFT ELEVATION
9.5" TGI @ 16"O.C. TYP.G. CLTGUEST BEDL. HALL + STAIRSKITCHENCRAWLSPACELIVINGBATH-1U. HALL + STAIRSBED-2M. BED512512FLAT ROOF14" TGI @ 16"O.C. TYP.TYP. ROOF / CLG ASSEMBLY:ARCHITECTURAL SHINGLE ROOFING SYS.;UNDERLAYMENT;ICE + WATER MEMBRANE @ EAVES;PLYWD. ROOF SHEATHING;ROOF RAFTERS PER STRUC.;1" MIN. AIR SPACE;MIN. R-41 BATT INSULATION OR EQUAL SYS.;5/8" GYPSUM @ CEILINGSTYP. EXTERIOR WALL ASSEMBLY:WD. SIDING;BLDG PPR;FIRE RATED OSB SHEATHING BY LP-FLAMEBLOCK;2x6 STUDS @ 16" O.C.;MIN. R-22 BATT INSULATION OR EQUAL SYS.;12" GYPSUM WALLBD.;(58" TYPE 'X' GYPSUM WALLBD. @ CEILINGS)TYP. INTERIOR WALL ASSEMBLY:12" GYPSUM WALLBD.;2x STUDS @ 16" O.C.;12" GYPSUM WALLBD.;(58" TYPE 'X' GYPSUM WALLBD. @ CEILINGS)TYP. FLOOR ASSEMBLY:WOOD OR TILE SYS.;PLYWD. SHEATHING;FLOOR JOISTS PER STRUC.;MIN. R-30 BATT. INSUL. OR EQUAL SYS.1ST FLR. SUB. FLR.8'-0"1'-2 3/4"9'-0"2'-7 1/2"17.00'(E) GRADE12.50'1ST FLR. T.O.P.2ND FLR. SUB. FLR.2ND FLR. T.O.P.RIDGED.H.E. LEFT12.44'5'-6 1/4"27'-2 1/4" OVERALL BUILDING HEIGHT (E) PROPERTY LINE
(E) PROPERTY LINED.H.E. RIGHT12.72'SECOND FLR. SUB. FLR.27.23'7'-6"
7'-6"26.00'27.23'35.23'40.75'30' HT. LIMIT43.56'30'-0" HEIGHT LIMIT(N) WD FENCE W/ PRIVACY LATTICE(N) GRADE16.50'AVERAGE T.O.C.13.57'6'-0"7'-0"52'-0" 1-HR RATED EXTERIOR WALLS SEE DETAIL 2/GN38'-3"HALL6"45°14'-0"
14'-0"45°11.77'1'-1"8"
(N) WD FENCE W/ PRIVACY LATTICE
6'-0"VENT,TYP.2'-0"
2'-0"CRAWLSPACEGARAGEPWDGUEST BEDBED-5CLT-4BED-4BATH-3BED-39.5" TGI @ 16" O.C. - SEE STRUCTURAL -14" TGI @ 16" O.C. - SEE STRUCTURAL -TYP. ROOF / CLG ASSEMBLY:ARCHITECTURAL SHINGLE ROOFING SYS.;UNDERLAYMENT;ICE + WATER MEMBRANE @ EAVES;PLYWD. ROOF SHEATHING;ROOF RAFTERS PER STRUC.;1" MIN. AIR SPACE;MIN. R-41 BATT INSULATION OR EQUAL SYS.;5/8" GYPSUM @ CEILINGSTYP. EXTERIOR WALL ASSEMBLY:WD. SIDING;BLDG PPR;FIRE RATED OSB SHEATHING BYLP-FLAMEBLOCK;2x6 STUDS @ 16" O.C.;MIN. R-22 BATT INSULATION OR EQUAL SYS.;12" GYPSUM WALLBD.;(58" TYPE 'X' GYPSUM WALLBD. @ CEILINGS)TYP. INTERIOR WALL ASSEMBLY:12" GYPSUM WALLBD.;2x STUDS @ 16" O.C.;12" GYPSUM WALLBD.;(58" TYPE 'X' GYPSUM WALLBD. @ CEILINGS)TYP. FLOOR ASSEMBLY:WOOD OR TILE SYS.;PLYWD. SHEATHING;FLOOR JOISTS PER STRUC.;MIN. R-30 BATT. INSUL. OR EQUAL SYS.GARAGE FLOOR ASSEMBLY:6" CONC. SLAB;VAPOR BARRIER IF NEEDED5" CRUSHED ROCK / GRAVEL;1ST FLR. SUB. FLR.8'-0"1'-2 3/4"9'-0"(E) GRADE1ST FLR. T.O.P.2ND FLR. SUB. FLR.2ND FLR. T.O.P.RIDGE5'-6 1/4"27'-2 1/4" OVERALL BUILDING HEIGHT 30' HT. LIMIT30'-0" HEIGHT LIMIT(N) GRADEAVERAGE T.O.C.15'-0"44'-0" 1-HR RATED EXTERIOR WALLS SEE DETAIL 2/GN20'-0"(E) PROPERTY LINEMUDCAR PORT11.50'17.00'12.50'26.00'27.23'35.23'40.75'43.56'16.50'13.57'1'-1"CARPORT SHALL BE CONSTRUCTEDOF NON-COMBUSTIBLE MATERIALSSUCH AS STEEL(N) WD FENCE W/ PRIVACY LATTICE
6'-0"2'-0"GARAGE T.O.P.22.38'SLOPE CLG UPFOR HEIGHTCLEARANCE @ENTRY DRATTIC SPACE1ST FLR. SUB. FLR.8'-0"1'-2 3/4"9'-0"17.00'(E) GRADE12.50'45°1ST FLR. T.O.P.2ND FLR. SUB. FLR.2ND FLR. T.O.P.RIDGED.H.E. LEFT12.44'14'-0"
5'-6 1/4"
27'-2 1/4" OVERALL BUILDING HEIGHT
(E) PROPERTY LINE
7'-6"26.00'27.23'35.23'40.75'30' HT. LIMIT43.56'30'-0" HEIGHT LIMIT
AVERAGE T.O.C.13.57'7'-0"22'-0"11.77'1'-1"8"
3'-5 1/4"
(N) 6' WD. FENCE + 2' PRIVACY LATTICE
6'-0"2'-0"GARAGE T.O.P.22.38'GARAGEATTIC SPACECLT-5BED-5TYP. ROOF / CLG ASSEMBLY:ARCH. SHINGLE ROOFING SYS.;UNDERLAYMENT;ICE + WATER MEMBRANE @ EAVES;PLYWD. ROOF SHEATHING;ROOF RAFTERS PER STRUC.;1" MIN. AIR SPACE;MIN. R-41 BATT INSULATION OR EQ. SYS.;5/8" GYPSUM @ CEILINGSTYP. EXTERIOR WALL ASSEMBLY:WD. SIDING;BLDG PPR;FIRE RATED OSB SHEATHING BY LP-FLAMEBLOCK;2x6 STUDS @ 16" O.C.;MIN. R-22 BATT INSULATION OR EQUAL SYS.;12" GYPSUM WALLBD.;(58" TYPE 'X' GYPSUM WALLBD. @ CEILINGS)TYP. INTERIOR WALL ASSEMBLY:12" GYPSUM WALLBD.;2x STUDS @ 16" O.C.;12" GYPSUM WALLBD.;(58" TYPE 'X' GYPSUM WALLBD. @ CEILINGS)TYP. FLOOR ASSEMBLY:WOOD OR TILE SYS.;PLYWD. SHEATHING;FLOOR JOISTS PER STRUC.;MIN. R-30 BATT. INSUL. OR EQ. SYS.512 Sheet Scale:All drawings & Specifications provided as instruments of service are the property of the Designer whether the project is executed or not.It is unlawful for any person, without the written consent of the Designer. To duplicate or make copies of these documents,partly or in whole, for use for other projects & buildings.
Rev.:Description :Date :
Revisions4843 SILVER SPRINGS DRIVE E-mail: TIM@FORMONEDESIGN.COM Ph: 415.819.0304Park City, UT 84098900 Paloma Ave.,LLC
900 Paloma Ave.
Burlingame, CA 94010
Title :
Project :
Date :07.27.23Drawn :TIM RADUENZ22_45Job No. :
Owner :
APN#: 026221130
Contractor :
Zoning: R-2
PLANNING SET
900 Paloma Ave., LLC
900 Paloma Ave.
Burlingame, CA 94010
oneDESIGN PLANNING formLot Size: 0.2844 ACRES
Proposed Building Sections
See DetailsA4.0A4.0Scale: 1/4 = 1'-0"1PROPOSED BUILDING SECTION 1A4.0Scale: 1/4 = 1'-0"2PROPOSED BUILDING SECTION 2A4.0Scale: 1/4 = 1'-0"3PROPOSED BUILDING SECTION 3
CRAWLSPACE512PTRYSTAIRSL. HALLBATH-214" TGI @ 16" O.C.- SEE STRUCTURAL -14" TGI @ 16" O.C.- SEE STRUCTURAL -9.5" TGI @ 16" O.C. - SEE STRUCTURAL -STAIR LANDINGTYP. ROOF / CLG ASSEMBLY:ARCHITECTURAL SHINGLE ROOFING SYS.;UNDERLAYMENT;ICE + WATER MEMBRANE @ EAVES;PLYWD. ROOF SHEATHING;ROOF RAFTERS PER STRUC.;1" MIN. AIR SPACE;MIN. R-41 BATT INSULATION OR EQUAL SYS.;5/8" GYPSUM @ CEILINGSTYP. EXTERIOR WALL ASSEMBLY:WD. SIDING;BLDG PPR;FIRE RATED OSB SHEATHING BY LP-FLAMEBLOCK;2x6 STUDS @ 16" O.C.;MIN. R-22 BATT INSULATION OR EQUAL SYS.;12" GYPSUM WALLBD.;(58" TYPE 'X' GYPSUM WALLBD. @ CEILINGS)TYP. INTERIOR WALL ASSEMBLY:12" GYPSUM WALLBD.;2x STUDS @ 16" O.C.;12" GYPSUM WALLBD.;(58" TYPE 'X' GYPSUM WALLBD. @ CEILINGS)TYP. FLOOR ASSEMBLY:WOOD OR TILE SYS.;PLYWD. SHEATHING;FLOOR JOISTS PER STRUC.;MIN. R-30 BATT. INSUL. OR EQUAL SYS.1ST FLR. SUB. FLR.8'-0"1'-2 3/4"9'-0"1ST FLR. T.O.P.2ND FLR. SUB. FLR.2ND FLR. T.O.P.RIDGE5'-6 1/4"27'-2 1/4" OVERALL BUILDING HEIGHT 30' HT. LIMIT30'-0" HEIGHT LIMIT(N) GRADEAVERAGE T.O.C.15'-0"44'-0" 1-HR RATED EXTERIOR WALLS SEE DETAIL 2/GN20'-0"(E) PROPERTY LINECAR PORT(E) GRADE(E) GRADE14.00'17.00'12.50'26.00'27.23'35.23'40.75'43.56'16.50'13.57'1'-1"(E) HOUSE(N)TEMP.EGRESS(N) WD FENCE W/ PRIVACY LATTICE
6'-0"2'-0"GARAGE T.O.P.22.38'FALSEFALSEFALSECARPORT SHALL BE CONSTRUCTEDOF NON-COMBUSTIBLE MATERIALSSUCH AS STEELCRAWLSPACE5129.5" TGI @ 16" O.C. - SEE STRUCTURAL -14" TGI @ 16" O.C. - SEE STRUCTURAL -KITCHENHALLBED-2DESKTYP. ROOF / CLG ASSEMBLY:ARCHITECTURAL SHINGLE ROOFING SYS.;UNDERLAYMENT;ICE + WATER MEMBRANE @ EAVES;PLYWD. ROOF SHEATHING;ROOF RAFTERS PER STRUC.;1" MIN. AIR SPACE;MIN. R-41 BATT INSULATION OR EQUAL SYS.;5/8" GYPSUM @ CEILINGSTYP. EXTERIOR WALL ASSEMBLY:WD. SIDING;BLDG PPR;FIRE RATED OSB SHEATHING BY LP-FLAMEBLOCK;2x6 STUDS @ 16" O.C.;MIN. R-22 BATT INSULATION OR EQUAL SYS.;12" GYPSUM WALLBD.;(58" TYPE 'X' GYPSUM WALLBD. @ CEILINGS)TYP. INTERIOR WALL ASSEMBLY:12" GYPSUM WALLBD.;2x STUDS @ 16" O.C.;12" GYPSUM WALLBD.;(58" TYPE 'X' GYPSUM WALLBD. @ CEILINGS)TYP. FLOOR ASSEMBLY:WOOD OR TILE SYS.;PLYWD. SHEATHING;FLOOR JOISTS PER STRUC.;MIN. R-30 BATT. INSUL. OR EQUAL SYS.1ST FLR. SUB. FLR.8'-0"1'-2 3/4"9'-0"1ST FLR. T.O.P.2ND FLR. SUB. FLR.2ND FLR. T.O.P.RIDGE5'-6 1/4"27'-2 1/4" OVERALL BUILDING HEIGHT 30' HT. LIMIT30'-0" HEIGHT LIMIT(N) GRADEAVERAGE T.O.C.15'-0"44'-0" 1-HR RATED EXTERIOR WALLS SEE DETAIL 2/GN20'-0"(E) PROPERTY LINECLT.-2CAR PORT(E) GRADE11.50'17.00'12.50'26.00'27.23'35.23'40.75'43.56'16.50'13.57'1'-1"(E) GRADE14.00'(E) HOUSE(N)TEMP.EGRESS(N) WD FENCE W/ PRIVACY LATTICE
6'-0"2'-0"GARAGE T.O.P.22.38'CARPORT SHALL BE CONSTRUCTEDOF NON-COMBUSTIBLE MATERIALSSUCH AS STEELFALSEFALSEFALSE Sheet Scale:All drawings & Specifications provided as instruments of service are the property of the Designer whether the project is executed or not.It is unlawful for any person, without the written consent of the Designer. To duplicate or make copies of these documents,partly or in whole, for use for other projects & buildings.
Rev.:Description :Date :
Revisions4843 SILVER SPRINGS DRIVE E-mail: TIM@FORMONEDESIGN.COM Ph: 415.819.0304Park City, UT 84098900 Paloma Ave.,LLC
900 Paloma Ave.
Burlingame, CA 94010
Title :
Project :
Date :07.27.23Drawn :TIM RADUENZ22_45Job No. :
Owner :
APN#: 026221130
Contractor :
Zoning: R-2
PLANNING SET
900 Paloma Ave., LLC
900 Paloma Ave.
Burlingame, CA 94010
oneDESIGN PLANNING formLot Size: 0.2844 ACRES
Proposed Building Sections
See DetailsA4.1A4.1Scale: 1/4 = 1'-0"1PROPOSED BUILDING SECTION 4A4.1Scale: 1/4 = 1'-0"2PROPOSED BUILDING SECTION 5
5/8"3 1/2"4 3/4"2 x4MIN. R-13 (SOUND BATT) @ALL BATHROOMS/LAUNDRY5/8" TYPE X GYPSUM BD.TYPCIAL THROUGHOUT HOUSESMOOTH FINISH OR MATCH EXISTING CONDITION2x4 STUD WALL @16" O.C. S.S.D.STAGGER JOINTS EACH SIDE(LOAD BEARING ONLY)NOTES:SEE WWW.GPGYPSUM.COM FORTECHNICAL SPEC'S3/4"5/8"1/2"5 1/2"7 3/8"2 x 6R-21 FIBERGLASS BATT INSULATIONFOR 2x6 WALLS, TYPICAL. IF TITLE-24 SHOWSLOWER MINIMUMS,FOLLOW MORE STRINGENT VALUES.APA RATED SHEATHING EXPOSURE 112" PLYWOOD OR OSBSTUCCO (PAINT)MIN. 2X6 STUDS @ 16" O.C.58" DENSARMOR PLUS FIREGUARD, ORTOUGHROCK FIREGUARD GYPSUM BD.APPLIED VERTICALLY OR HORIZONTALLYTO STUDS W/ 1-7/8" 6D COATED NAILS 7"O.C. STAGGER JOINTS EACH SIDEBENJAMIN OBDYKE (HYDRO-GAP)ICC - ES REPORT ESR-3394 WALL SIDINGUNDERLAYMENT, OR APPROVED EQUALNOTES:A. VISIT GRACECONSTRUCTION.COM FOR THE MOST CURRENT DETAILS, INSTALLATION VIDEO AND PRODUCT DATA SHEETSB. REMOVE RIPCORD® FROM GRACE VYCOR PLUS FOR EASE OF INSTALLATIONC. IF APPLICABLE, LEAVE RELEASE PAPER ON LOWER HALF OF SILL FLASHING UNTIL FUTURE TIE-IN WITH WEATHER RESISTIVE BARRIERD. FOR CONCRETE, MASONRY OR WHERE ADHESION IS MARGINAL, USE PERM-A-BARRIER® WB PRIMER TO PROMOTE VYCOR ADHESIONE. CHECK LOCAL BUILDING CODES FOR WEATHER RESISTIVE BARRIER REQUIREMENTS AND INSTALL GRACE VYCOR PLUS WITH WEATHER RESISTIVE BARRIER TO FORM WATER-SHEDDING LAPSF. INSTALL WINDOW PER MANUFACTURER'S RECOMMENDATION AND USE APPROPRIATE SEALANT FOR WINDOW AND WOOD BUCKG. DETAIL ALSO RELEVANT FOR GRACE VYCOR V40 AND VYCOR BUTYLEXTERIOR WALLSILL PLATE(SEE VCRDET-106 FOR OPTIONS)GRACEVYCOR PLUS123MECHANICALLY FASTEN AS NECESSARY IN CORNERSTHROUGH GRACE VYCOR PLUSWINDOW WITH NAILING FLANGE(SET IN SEALANT EXCEPT ALONGSILL FLANGE)GRACEVYCOR PLUSGRACE VYCORNER™ ORCORNER PATCH RECOMMENDED(SEE VCRDET-507 OR VCRDET-504 FOR OPTIONS)GRADE LINESTANDARD BRICKMOULD, TYP.STANDARDBRICKMOULD, TYP.SIDINGAS PERELEVATIONSREGGIO STANDARDVENT W/ INSECTSCREEN BEHIND (BLK.ALUM. SCREEN &VENT)REGGIO STANDARDVENT W/ INSECTSCREEN BEHIND (BLK.ALUM. SCREEN &VENT)1'-4"VERIFY W/ REGGIOCUT SECTIONELEVATIONSIDING FINISHSTUCCO, PAINTED /HORIZONTAL 6" CEDAR- SEE ELEVATIONS -SIERRA PACIFIC ALUM.WINDOWS (CLAD) ORMARVIN1 1/2"DOUBLE PAPER @CORNER2x STUD WALLWIDTH VARIESSEE FLR. PLAN5/8" GYP BD. W/PLAST. VEN.WHERE NOTED.INSULATIONR-15 OR PER TITLE 24CORNER BEADDOUBLE PAPER @CORNERR-15 MIN., BATT INSULATIONOR PER TITLE 24APPLY A 3/8" CEMENTPLASTER SCRATCH COATO/ METAL LATH SYSTEM,ALLOW TO CURE FOR 48HRS. INSTALL A 3/8"BROWN LEVELING COAT,ALLOW TO CURE FOR AMIN. OF 25 DAYS. INSTALLA 4.5 OUNCE REINFORCINGMESH OVER THE ENTIREBROWN COAT W. POLY PREP30 BY MERTEX (OR EQUAL),COVERING ENTIRE MESH.APPLY FINISH COAT AND PAINTW/ ELECTROMETRIC PAINTAPPLY A 3/8" CEMENT PLASTERSCRATCH COAT O/ METAL LATHSYSTEM, ALLOW TO CURE FOR 48HRS. INSTALL A 3/8" BROWNLEVELING COAT, ALLOW TO CUREFOR A MIN. OF 25 DAYS. INSTALLA 4.5 OUNCE REINFORCING MESHO/ THE ENTIRE BROWN COAT W/POLY PREP 30 BY MERTEX (OR EQUAL),COVERING ENTIRE MESH. APPLY FINISHCOAT AND PAINT W/ ELECTROMETRICPAINT (TEXTURE PER SAMPLE ANDOWNERS REVIEW (SMOOTH FINISHPREFERRED) Sheet Scale:All drawings & Specifications provided as instruments of service are the property of the Designer whether the project is executed or not.It is unlawful for any person, without the written consent of the Designer. To duplicate or make copies of these documents,partly or in whole, for use for other projects & buildings.
Rev.:Description :Date :
Revisions4843 SILVER SPRINGS DRIVE E-mail: TIM@FORMONEDESIGN.COM Ph: 415.819.0304Park City, UT 84098900 Paloma Ave.,LLC
900 Paloma Ave.
Burlingame, CA 94010
Title :
Project :
Date :07.27.23Drawn :TIM RADUENZ22_45Job No. :
Owner :
APN#: 026221130
Contractor :
Zoning: R-2
PLANNING SET
900 Paloma Ave., LLC
900 Paloma Ave.
Burlingame, CA 94010
oneDESIGN PLANNING formLot Size: 0.2844 ACRESSee DetailsA5.0Building Details A5.0Scale: 3" = 1'-0"1INTERIOR WALL DTLS.A5.02EXT. WALL DTLS.A5.0Scale: N.A.3WINDOW FLASHING DTLS.A5.0Scale: 3" = 1'-0"6 TYPICAL WINDOW DETAILSierra Pacific or Marvin or EqualA5.0Scale: 3" = 1'-0"4(N) EXT. WALL VENT DTLS.Scale: 3" = 1'-0"5STUCCO EXT. WALL DETAILSA5.0-
V.I.F.6'-8" (V.I.F. COST)A.1-3/8" SOLID COREPAINT GRADESQ. CORNER 3.5"HINGES TYP. (EMTEK)DOOR HEIGHTS:(VERIFY) FOR COST8'-0"001A.101E.102C.103D.104F.105112202TEMP.TEMP.TEMP. TEMP.3'-0"8'-0"3'-0"3'-0"6'-0"4'-6"2'-6"7'-0"3'-0"3'-0"6'-0"205206207208TEMP.213214215TEMP.2162172197'-0"3'-0"002B.TEMP.TEMP.TEMP.TEMP. TEMP.TEMP. TEMP.TEMP. TEMP. TEMP.TEMP. TEMP. TEMP.106107TEMP. TEMP.3'-0"3'-0"9'-0"3'-0"
11'-0"G.110I.209211218111J.203204200K.201210212TEMP.TEMP.108TEMP.8'-0"3'-0"3'-0"12'-0"5'-0"3'-0"2'-0"2'-0"5'-0"3'-0"3'-0"6'-0"4'-6"2'-6"2'-6"5'-0"100H.TEMP.TEMP.TEMP.TEMP. TEMP. TEMP.TEMP. TEMP.TEMP. TEMP.109TEMP.3'-0"3'-0" Sheet Scale:All drawings & Specifications provided as instruments of service are the property of the Designer whether the project is executed or not.It is unlawful for any person, without the written consent of the Designer. To duplicate or make copies of these documents,partly or in whole, for use for other projects & buildings.
Rev.:Description :Date :
Revisions4843 SILVER SPRINGS DRIVE E-mail: TIM@FORMONEDESIGN.COM Ph: 415.819.0304Park City, UT 84098900 Paloma Ave.,LLC
900 Paloma Ave.
Burlingame, CA 94010
Title :
Project :
Date :07.27.23Drawn :TIM RADUENZ22_45Job No. :
Owner :
APN#: 026221130
Contractor :
Zoning: R-2
PLANNING SET
900 Paloma Ave., LLC
900 Paloma Ave.
Burlingame, CA 94010
oneDESIGN PLANNING formLot Size: 0.2844 ACRES
Proposed Finish Schedule
See DetailsA9.0 ROOM FLOORING REMARKSWALLSPAINT CEILING MILLWORKCROWNGARAGEPAINT SPECS.INTERIORS:MAIN ROOMS:CEILINGS:EXTERIORS:BATHROOMS:AURA, NATURA(GREEN OPTION), REGAL SELECT, OR APPROVED EQUIVALENTWATERBORNE CELING PAINT, OR APPROVED EQUIVALENTAURA BATH AND SPA, OR APPROVED EQUIVALENTHOUSE:AURA, REGAL SELECT, OR APPROVED EQUIVALENTM. BEDDININGTBSTBSTBSTBSTBSTBSTBSTBSPAINT (TBS)PAINT (TBS)PAINT (TBS)PAINT (TBS)M. BATHBED-1TBSTBSTBSTBSTBSTBSTBSTBSPAINT (TBS)PAINT (TBS)PAINT (TBS)PAINT (TBS)1ST FLOORROOM FINISH SCHEDULEROOM FINISH SCHEDULETBSTBSTBSTBSTBSTBSTBSA9.0Scale: NA1TBSBATH-1SAFETY GLAZING NOTES (CRC R308.4)A. ALL SLIDING + SWINGING GLASS DOORS TO HAVE SAFETY GLAZING.B. GLAZING IN SHOWER/TUB/SAUNA ROOMS LESS THAN 60" ABOVE THESTANDING SURFACE AND LESS THAN 60" MEASURED HORIZONTIALLYFROM THE WATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL ORSWIMMING POOL.C. GLAZING WITHIN A 24" ARC OF A DOOR THAT IS LESS THAN 60" ABOVETHE FLOOR.D. GLAZING WHERE THE EXPOSED AREA IS GREATER THAN 9 SQ. FT.,BOTTOM IS LESS THAN 18" AND AT LEAST 36" ABOVE THE FLOOR, ANDADJACENT TO WALKING SURFACES.E. WITHIN 60" OF THE BOTTOM TREAD OF A STAIRWAY AND LESS THAN 36"ABOVE THE FLOORF. GLAZING IN GUARDS & RAILINGS.G. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36"HORIZONTALLY OF THE WALKINGSURFACE LESS THAN 36" ABOVE FINISH FLOOR. EXTERIOR DOORS & WINDOWS LOCATION DOORSDOOR SIZEWxHMATERIALSCOREEXT. FIN. INT.FIN.DETAILSHEADJAMB TRIMSILLREMARKSHDWR.TYPE FIN.NOTESTYPEGLASSSYM.GARAGESEE DETAILSTBD9'-0" x 11'-0"GARAGE DR.ACEDAR/PTPRIMEDSTD.HARDWARE FINISH SPECIFICATION:ENTRY DOOR HARDWARE: (BY OWNER) AND INSTALLED BY CONTRACTORWINDOW HARDWARE: WHITE, TYP. (VERIFY W/ OWNER)1. WOOD/CLAD KOLBE ULTRA WINDOWS + DOORS, WITH S.D.L 3/4"MUNTIN BARS2. EGRESS PER CODE3. DOOR BY SIMPSON OR EQUAL, VERIFY DESIGN WITH OWNER &DESIGNER4. VERIFY OPENING SIZE W/ CONTRACTOR5. PRIVACY GLASS, OPTION BY LOCAL ARTISAN6. DOOR BY SIMPSON FIBERGLASS DOOR OR EQ.7. OVERHEAD DOOR (SHOP DRAWING REQUIRED, VERIFY SIDE MOUNTMOTOR IN FIELD8. TRANSOM ABOVE UNIT TO BE LEADED WINDOW MADE BY LOCALARTISAN.9. NA10. NA11. (*) FIELD MEASUREGR1ST FLOOR 001100A9.0Scale: NA21. SEE CAL GREEN REQUIREMENTS IN ROOM SCHEDULECAL. GREEN REQUIREMENTS EXT. DOORS & WINDOWS ELEVATIONS A9.04Scale: 1/4" = 1'-0"LO E (T)CASEWOOD INT. DOORS ELEVATIONS A9.05Scale: 1/2" = 1'-0" ROOM APPLIANCE TYPE FINISH REMARKSAPPLIANCE SCHEDULENOTE: ALLOWANCE AND INSTALLED BY ALLOWANCE, CONTRACTOR TO INCLUDE BLOCKING / ROUGH-IN AS NEEDED PER SPEC. SHEETS MANUF. MODEL #KITCHEN(N) RANGE(N) REFRIGERATOR(N) DISHWASHER(N) DISPOSALT.B.D.T.B.D.T.B.D., INCLUDE WATER LINE TO REAR OF UNITT.B.D.T.B.D.T.B.D.T.B.D.T.B.D.T.B.D.T.B.D.T.B.D., ELECT. RANGET.B.D.T.B.D.T.B.D.T.B.D., MIN. 100 CFM, VENT TO EXTERIOR PER CODET.B.D.APPLIANCE SCHEDULEA9.0Scale: NA6(N) VENT HOODT.B.D.T.B.D.T.B.D.T.B.D.FIRST FLOOR
(N) WASHERT.B.D.T.B.D.T.B.D.T.B.D.T.B.D.T.B.D.T.B.D., VENT TO EXTERIOR PER CODET.B.D.(N) DRYER (ELECT.)CAL GREEN NOTES:1. PAINTS AND COATINGS WILL COMPLY WITH VOC LIMITS PER CGC §4.504.2.22. DOCUMENTATION PROVIDED THAT VERIFIES COMPLIANCE WITH VOC FINISHMATERIALS. 2022 CGC §4.504.2.43. CARPET SYSTEM INSTALLED IN THE BUILDING INTERIOR WILL MEET THE TESTINGAND PRODUCT REQUIREMENTS FOUND IN THE 2022 CALIFORNIA GREEN BUILDINGCODE. 2022 CGC §4.504.34. WHERE RESILIENT FLOORING IS INSTALLED, AT LEAST 80% OF THE FLOOR AREARECEIVING RESILIENT FLOORING WILL COMPLY WITH THE CALIFORNIA GREENBUILDING CODE REQUIREMENTS. 2022 CGC §4.504.45. HARDWOOD PLYWOOD, PARTICLEBOARD, AND MEDIUM DENSITY FIBERBOARDCOMPOSITE WOOD PRODUCTS USED ON THE INTERIOR AND EXTERIOR OF THEBUILDING WILL COMPLY WITH THE LOW FORMALDEHYDE EMISSION STANDARDS.2022 CGC §4.504.56. AEROSOL PAINTS AND COATINGS SHALL MEET THE PRODUCT-WEIGHTED MIRLIMITS FOR ROC AND OTHER REQUIREMENTS PER CGC 4.504.2.37. ADHESIVES, SEALANTS AND CAULKS USED ON THE PROJECT SHALL FOLLOWLOCAL AND REGIONAL AIR POLLUTION OR AIR QUALITY MANAGEMENT STANDARDS2022 CGC §4.504.2.1M. CLT.TILE101102103104105107201202203205206207209210(N) MICROWAVET.B.D.T.B.D.T.B.D., TYPICAL DRAWER STYLET.B.D.LAUNDRY 106204208SECOND
FLOOR TBS TBSPAINT (TBS)TBSNOTE # 7ENTRY200BED-5BED-5M. CLT.U.-HALL8. NEW MANDATORY U-FACTOR (0.58) FOR FENESTRATION + SKYLIGHTS §150.0 (q)9. REDUCED U-FACTOR (0.30) FOR HIGH PERFORMANCE WINDOWS 2022 CALENERGY CODE §150.1 (c)3 A10. MAX. TOTAL AREA, 20%, NO MAX. FOR WEST FACING AREA, TABLE 150.1-A, AND B11. DOOR MAX. U-FACTOR 0.20, TABLE 150.1-A, AND B(N) WASHERT.B.D.T.B.D.T.B.D.T.B.D.T.B.D.T.B.D.T.B.D., VENT TO EXTERIOR PER CODET.B.D.(N) DRYER (ELECT.)MUDL.-HALLNOTE # 1TBDSTD.SEE DETAILSLO E (T)PRIMEDPINECLADNOTE # 1, 2TBDSTD.SEE DETAILSLO E (T)PRIMEDPINECLADM. BATH2ND FLOOR LIVINGKITCHENL. HALLTBS TBSPAINT (TBS)TBSTBS TBSPAINT (TBS)TBSTBS TBSPAINT (TBS)TBSCONC.3'-0" x 5'-0"2'-6" x 4'-6"3'-0" x 8'-0"CASEKITCHEN2ND FLOOR U. HALLMUDWOOD WOOD TILE D.F.BED-2BATH-2TILEWOOD WOOD WOOD WOOD 108109110ENTRYKITCHENLIVINGLIVINGNOTE # 1TBDSTD.SEE DETAILSLO E (T)PRIMEDPINECLADFIXEDNOTE # 1TBDSTD.SEE DETAILSLO E (T)PRIMEDPINECLADCASELIVINGDININGDININGKITCHENGUEST BATHCLADNOTE # 1TBDSTD.SEE DETAILSPRIMEDPINECASE6'-0" x 7'-0"CLADNOTE # 1TBDSTD.SEE DETAILSPRIMEDPINENOTE # 1TBDSTD.SEE DETAILSPRIMEDPINENOTE # 1TBDSTD.SEE DETAILSLO E (T)PRIMED2'-0" x 2'-0"NOTE # 1TBDSTD.SEE DETAILSLO E (T)PRIMEDPINECLADAWNNOTE # 1, 2TBDSTD.SEE DETAILSLO E (T)PRIMEDPINED.F. / P.T.BIFOLDNOTE # 1TBDSTD.SEE DETAILSLO E (T)PRIMEDPINECLAD3'-0" x 5'-0"CASE5'-0" x 4'-6"NOTE # 1, 2TBDSTD.SEE DETAILSPRIMEDPINE CLADCASENOTE # 1, 2TBDSTD.SEE DETAILSPRIMEDPINECLADCASENOTE # 1, 2TBDSTD.SEE DETAILSPRIMEDPINECLADCASENOTE # 1, 2TBDSTD.SEE DETAILSPRIMEDPINECLADCASEM. BEDU.-HALLNOTE # 1TBDSTD.SEE DETAILSPRIMEDPINECLADCASEM. BEDM. BED2'-6" x 4'-6"NOTE # 1TBDSTD.SEE DETAILSPRIMEDPINECLADCASE211212213214215216217218219BED-3BED-3BED-3BATH-3BED-4BED-4CLT.-5BATH-4NOTE # 1TBDSTD.SEE DETAILSPRIMEDPINECLADCASENOTE # 1TBDSTD.SEE DETAILSPRIMEDPINE CLADCASEM. BATHNOTE # 1TBDSTD.SEE DETAILSLO E (T)PRIMEDPINECLADAWNNOTE # 1TBDSTD.SEE DETAILSPRIMEDPINECLADAWNNOTE # 1, 2TBDSTD.SEE DETAILSPRIMEDPINECLADCASENOTE # 1TBDSTD.SEE DETAILSPRIMEDPINE CLADAWNNOTE # 1TBDSTD.SEE DETAILSLO E (T)PRIMEDPINE CLADCASENOTE # 1, 2TBDSTD.SEE DETAILSPRIMEDPINE CLADCASENOTE # 1TBDSTD.SEE DETAILSPRIMEDPINECLADCASENOTE # 1TBDSTD.SEE DETAILSPRIMEDPINECLADCASENOTE # 1TBDSTD.SEE DETAILSLO E (T)PRIMEDPINECLADCASENOTE # 1TBDSTD.SEE DETAILSPRIMEDPINECLADCASENOTE # 1TBDSTD.SEE DETAILSPRIMEDPINECLADCASENOTE # 1TBDSTD.SEE DETAILSPRIMEDPINE CLADCASECLT.-1WOODTBS TBSPAINT (TBS)TBSWOODBED-2TBSTBSTBSTBSPAINT (TBS)PAINT (TBS)TBSTBSBATH-2TILE CLT.-2WOODTBS TBSPAINT (TBS)TBSWOODBED-3TBSTBSTBSTBSPAINT (TBS)PAINT (TBS)TBSTBSBATH-3 TILE CLT.-3WOODTBS TBSPAINT (TBS)TBSWOODBED-4TBSTBSTBSTBSPAINT (TBS)PAINT (TBS)TBSTBSBATH-4TILE CLT.-4WOODTBS TBSPAINT (TBS)TBSWOODBED-5TBS TBSPAINT (TBS)TBSWOOD12'-0" x 8'-0"2'-6" x 4'-6"3'-0" x 8'-0"6'-0" x 7'-0"2'-0" x 2'-0"5'-0" x 4'-6"2'-0" x 2'-0"2'-0" x 2'-0"6'-0" x 5'-0"6'-0" x 5'-0"5'-0" x 4'-6"LO E (T)LO E (T)LO E (T)5'-0" x 4'-6"2'-6" x 4'-6"2'-6" x 4'-6"2'-6" x 4'-6"2'-6" x 4'-6"2'-6" x 4'-6"2'-6" x 4'-6"2'-6" x 4'-6"2'-6" x 4'-6"2'-6" x 4'-6"111GUEST BED6'-0" x 5'-0"NOTE # 1, 2TBDSTD.SEE DETAILSLO E (T)PRIMEDPINECLADCASEGARAGE002NOTE # 1, 2TBDSTD.SEE DETAILSLO E (T)PRIMEDPINEBCLADENTRY3'-0" x 7'-0"HGE112MUDNOTE # 1TBDSTD.SEE DETAILSLO E (T)PRIMEDPINECLAD2'-6" x 4'-6"CASE EEEEEEEEEEEEFFCDHIIIIJJJKKKKLO E (T)LO E (T)LO E (T)LO E (T)LO E (T)LO E (T)LO E (T)LO E (T)LO E (T)LO E (T)LO E (T)LO E (T)LO E (T)LO E (T)LO E (T)LO E (T)LO E (T)CASE6'-0" x 7'-0"CLADPINEFCASE6'-0" x 7'-0"CLADPINEF
18 X 1818 X 18QUEEN - 60x805/06/0SLIDING DR.TEMP. / EGR.2/8BEDWOOD2/82/8 (CASED)SHOWERON/OFFTEMP.DBL. HANG.BATHTILE42" VANITYHALLWOOD2/02/05/03/0TEMP.24" CABINET30" REF.24" RANGE 24" D.W.30" SINK BASE24" BASE24" BASE5/0TV48x24LIVINGWOODKITCH.WOODCONDENSOR
3 1/2"2'-3"3 1/2"12'-10 1/2"3 1/2"ADU1216'-0"3 1/2"15'-5"3 1/2"16'-0"3 1/2"15'-5"3 1/2"6'-0"3 1/2"9'-5"3 1/2"
32'-0"ADU15ADU14ADU133 1/2"
15'-5"
3 1/2"
6'-0"
3 1/2"
9'-5"
3 1/2"
16'-0"10'-0"
32'-0"DECKTREX OR EQ.4'-0"ON DEMANDELEC. W.H.2/4WOODTILE8/0100A ELEC.PANEL (HIDDEN)2'-0"O.H. TYP.MINI SPLITMINI SPLIT TEMP.DECK 2TREX OR EQ.4'-0"STACKEDW / DOPTION 1ADJ. SHELVES
STACKEDW / DOPTION 2ADU23ADU23ADU22ADU22100101102103104105106NOTE: COOKING FACILITY IS A PERMANENTSTOVE / OVEN. REFRIGERATOR WILL HAVESEPARATE DOORS FOR THEREFRIGERATOR AND FREEZERCOMPARTMENTSPRIVACYPRIVACYPRIVACYTEMP.TEMP.TEMP.UP 4RUP 6R10'-8"5'-4"UP 1RUP 1R12'-0"4'-2"TEMP.TEMP.4.5121ST FLR. SUB. FLR.8'-0"17.00'1ST FLR. T.O.P.25.00'RIDGE28.50'3'-6"
14'-8 1/4" OVERALL HEIGHT
(E) PROPERTY LINE16'-0"4'-0" ADU SETBACK(N) 6' WD. FENCE + 2' PRIVACY LATTICE
6'-0"14.03'WALK13.81'(E) ADJACENT GRADE3'-2 1/4"
2'-0"
8'-0" NEIGHBOR REQUESTED
HEIGHT OF FENCE FOR PRIV.TEMP.TEMP. / EGR.4.512(E) PROPERTY LINE
16'-0"4'-0" ADU SETBACK1ST FLR. SUB. FLR.8'-0"17.00'1ST FLR. T.O.P.25.00'RIDGE28.50'3'-6"
16'-0" OVERALL HEIGHTWALK12.2312.46'6'-0"(E) ADJACENT GRADE4'-6"
2'-0"
(N) 6' WD. FENCE + 2' PRIVACY LATTICE
8'-0" NEIGHBOR REQUESTED
HEIGHT OF FENCE FOR PRIV.D.S.1ST FLR. SUB. FLR.8'-0"17.00'1ST FLR. T.O.P.25.00'RIDGE28.50'3'-6"
16'-0" OVERALL HEIGHTTEMP.(E) ADJACENT GRADE13.81'(LOWER)4'-6"4.5121ST FLR. SUB. FLR.8'-0"17.00'1ST FLR. T.O.P.25.00'RIDGE28.50'3'-6"
16'-0" OVERALL HEIGHT
PRIVACYPRIVACYPRIVACY(E) ADJACENT GRADEDRIVEWAYTEMP.TEMP.TEMP.13.81'(LOWER)4'-6"
8'-0" FENCE LINE
5'-8" HT.
REPRESENTATION 4.5121PROPOSED FLOOR PLAN - ADU1RELATED CODE REQUIREMENTS: (EGRESS +WINDOWS + DRS.)1. EGRESS WINDOWS SHALL HAVE A MIN. NET CLEAR OPERABLE AREAOF 5.7 SQUARE FEET.2. THE MINIMUM NET CLEAR WIDTH DIMENSION SHALL BE 20"3. THE MINIMUM NET CLEAR OPENING HEIGHT DIMENSION SHALL BE 24"4. MAX. U-FACTOR (0.58) FOR FENESTRATION + SKYLIGHTS 2022 CEC150.0 (Q)5. MAX. TOTAL AREA, 20%, NO MAXIMUM FOR WEST FACING AREATABLE 150.1-A, & B6. FENESTRATION MAX. U-FACTOR 0.30. NO SHGC REQUIREMENT TABLE150.1-A, & B7. DOOR MAX. U-FACTOR: 0.20 TABLE 150.1A, & B2022 CODE REQUIREMENTS: (PLUMBING)1. REQUIRES NON-COMPLIANT PLUMBING FIXTURES TO BE REPLACEDBY WATER-CONSERVING PLUMBING FIXTURES WHEN A PROPERTY ISUNDERGOING ALTERATIONS OR IMPROVEMENTS. THIS LAW APPLIES TOALL RESIDENTIAL AND COMMERCIAL PROPERTY BUILT PRIOR TOJANUARY 1, 1994. DETAILS CAN BE FOUND ATHTTP://LEGINFO.CA.GOV/PUB/09-10/BILL/SEN/SB0401-0450/SB407 BILL20091011 CHAPTERED.HTML.2. PER CALIFORNIA CIVIL CODE ARTICLE 1101.4 AND CAL GREENSECTION 301.1,FOR ALL BUILDING ALTERATIONS OR IMPROVEMENTS TOA SINGLE FAMILY RESIDENTIAL PROPERTY, EXISTING PLUMBINGFIXTURES IN THE ENTIRE HOUSE THAT DO NOT MEET COMPLIANT FLOWRATES WILL NEED TO BE UPGRADED. WATER CLOSETS WITH A FLOWRATE EXCESS OF 1.6 GPF WILL NEED TO BE REPLACED WITH W.C. W/ AMAX. FLOW RATE OF 1.28 GPF. SHOWER HEADS W/ A FLOW RATEGREATER THAN 2.5 GPM WILL NEED TO BE REPLACED W/ A MAX. 1.8GPM SHOWER HEAD. LAVATORY & KITCHEN FAUCETS W/ A FLOW RATEGREATER THAN 1.8 GPM WILL NEED TO BE REPLACED W/ A FAUCET W/MAX. FLOW RATE OF 1.5 GPM (OR 1.8 GPM FOR KITCHEN FAUCETS)RELATED CODE REQUIREMENTS: (BATHS) (CONT.):PLUMBING:- SHOWER MUST BE PROVIDED W/ TEMPERATURE CONTROL(ANIT-SCALD) TYPE VALVE. TOILETS MUST HAVE A MIN. CLEAR SPACEOF 30" WIDE, & 24" CLEAR SPACE IN FRONT. IF NEW, TOILETS MUST BEWATER CONSERVING 1.28 GALLON. SHOWER DOORS SHALL OPENOUTWARD AND SHALL BE A MIN. 22" WIDE, THE SHOWERHEAD CANNOTDISCHARGE DIRECTLY AT ENTRANCE. ALL SHOWER COMPARTMENTS,REGARDLESS OF SHAPE,MUST BE CAPABLE OF ENCOMPASSING A 30" CIRCLE. JOB-FORMEDSHOWER PAN LINER MUST SLOPE 14" PER FOOT TO WEEP HOLES INDRAIN, AND BE INSPECTED UNDER TEST PRIOR TO COVERING.RELATED CODE REQUIREMENTS: (BATHS) (CONT.):BUILDING:- SHOWER WALL SHALL BE FINISHED TO A HEIGHT 72" ABOVE THEDRAIN INLET WITH MATERIAL THAT IS NOT AFFECTED BY MOISTURE.GREEN BD. CANNOT BE USED AS A BACKER FOR MASTIC TILE WHERE ITWILL BE EXPOSED TO SPLASHING WATER AND IS NOT ALLOWED ONCEILINGS.CEMENT BOARD WITH A MOISTURE BARRIER ANDCORROSION-RESISTANT FASTENERS IS AN APPROPRIATE BACKINGMATERIAL IN WET LOCATIONS. MIN. CEILING HEIGHT FOR ALLBATHROOMS IS 7'-0". SAFETY GLAZING ISREQUIRED FOR WINDOWS IN TUB OR SHOWER LOCATIONS WHERE THEBOTTOM EDGE OF GLASS IS LESS THAN 5'-0" ABOVE THE DRAIN. ASPART OF REMODEL SMOKE DETECTORS WILL BE REQUIRED IN ALLBEDROOMS, ADJOINING HALL, AND AT EACH LEVEL PER THE BUILDINGCODE.RELATED CODE REQUIREMENTS: (BATHS)(CONT.)ELECTRICAL:- IT IS REQUIRED TO HAVE AT LEAST ONE RECEPTACLE WITHIN 3-FEETOF THE OUTSIDE EDGE OF EACH BASIN, THIS RECEPTACLE AND ANYOTHERS LOCATED WITHIN THE BATHROOM MUST BE GFCI PROTECTED.- A SEPARATE 20-AMP CIRCUIT IS REQUIRED TO SUPPLY BATHROOMOUTLETS ONLY, OR A SINGLE BATHROOM.- LIGHTING WILL BE REQUIRED TO BE HIGH EFFICACY OR CONTROLLEDBY A MANUAL ON OCCUPANTSENSOR SWITCH. (TYPICALLY HIGH EFFICACY LIGHT FIXTURES ARE PINBASE FLUORESCENT WITH ELECTRONIC BALLAST.MECHANICAL:- A FAN CONNECTED TO THE OUTSIDE CAN BE PROVIDED, FANEXHAUST SHOULD BE 3-FEET FROM BUILDING OPENINGS ANDPROPERTY LINES. BE INSPECTED UNDER TEST PRIOR TO COVERING.GENERAL NOTES:1. PROVIDE 30" MIN. CLEAR WIDTH, 15" ON BOTH SIDES FROMCENTERLINE OF W.C.) AND 24" CLEARANCE IN FRONT OF THE W.C. PERCPC 402.52. PROVIDE MIN. SHOWER AREA - 1024 SQ. INCHES, CAPABLE OFENCOMPASSING A 30" CIRCLE. SEE PLANS PER CPC 408.63. TEMPERED GLAZING, TYP. AT ALL DOORS AND REQUIRED BY CODE4. PROVIDE DEVICES TO ABSORB HIGH PRESSURES RESULTING FROMTHE WASHER & DISHWASHER, ETC., PER CPC5.WATER CLOSETS SHALL BE AN ULTRA LOW FLUSH TYPE W/ 1.28GALLONS MAX. PER FLUSH, PER CPC & GCG 4.303.1.16. EXHAUST VENT FOR DRYER SHALL TERMINATE TO THE OUTSIDE OFTHE BUILDING AND SHALL BE EQUIPPED WITH A DRAFT DAMPER ANDSHALL BE RIGID METAL DUCT WITH SMOOTH INTERIOR SURFACES PERCMC SECT. 504.1. ALL EXTERIOR 2X6 WALLS: R-21 BATT INSULATION, OR MIN. BYTITLE-242. ALL EXTERIOR 2X4 WALLS: R-15 BATT INSULATIONOR MIN. BY TITLE-243. ALL CEILINGS TO RECEIVE R-32 MIN. INSULATIONOR MIN. BY TITLE-244. ALL UNDER FLOOR TO RECEIVE R-19 BAT INSULATION5. ALL BATHROOMS, LAUNDRY ROOMS, TO RECEIVE SOUND BATT,INSULATION, TYPICAL.6. CEILING INSULATION, MIN. R-30 INSULATION REQUIRED.7. BUILDING ENVELOPE INSULATION: PER CLIMATE ZONE: 3 TABLE150.1-A, & B8. BUILDING ENVELOPE INSULATION: WALLS, ABOVE OR BELOWGRADE, MEET STANDARDS IN TABLE 150.1-A & B9. QUALITY INSULATION INSTALLATION INSPECTION (QII) ISREQUIRED BY A THIRD PARTY.INSULATION: (See Title-24 For Min.)GENERAL NOTES: (cont.)7. VERIFY ALL FINISH FLOOR CALL-OUTS W/ OWNERS, TYP.8. SUB- PANEL ELECT., VERIFY LOCATION W/ OWNER.9. ALL SHOWER HEADS TO HAVE 1.8 GPM @ 60 PSA FLOW MAX. PER 2022 CPCSECT. 408.2 & (CGC 4.303.1.2)10. ALL SHOWER WALLS TO BE WATERPROOF TO 72" ABOVE DRAIN INLET, WALLFINISHES TO BE OF SMOOTH HARD NONABSORBENT SURFACE, PER CRC R307.2(CEMENT BASED)11. NA12. ALL LAVATORY FAUCETS TO HAVE 1.2 GPM, + KITCHEN FAUCETS TO HAVE1.8 GPM FLOW MAX. PER 2022 CPC SECT. 403.7, & 403.6 (CGC 4.303.1.4.4)13. WATER HAMMER ARRESTORS AT ALL APPLIANCES THAT HAVEQUICK-ACTING VALVES (I.E.) DISHWASHERS HOT WATER LINE AND THEHOT/COLD LINES OF THE CLOTHES WASHER) 2022 CPC 609.10.14. CONTROL VALVE FOR SHOWER OR TUB/SHOWER SHALL BE OF THEPRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE, PER CPC 420.0.15. THRESHOLD FOR IN-SWING DOORS SHALL BE 7.75" MAX. AND 7" MAX. FOROUTSWING DOORS.16. (E) GAS METER LOCATION, PG&E, TYPICAL 36" FROM OPERABLE WINDOWS.17. (E) ELECTRICAL METER LOCATION TO BE MOVED PER PLANS.18. MAX. DROP FROM TOP OF THRESHOLD TO THE EXT. LANDING AT ALLSLIDING AND IN-SWINGING DOORS SHALL BE LIMITED TO 7.75", AND NOT MORETHAN 1.5" LOWER THAN THRESHOLD FOR OUTSWING DRS. PER 2022 CRCR311.319. (N) STAIRS TO HAVE MAX. RISER HEIGHT OF 7.75" AND A MIN. TREADDEPTH OF 10" PER CRC R311.7.4.20. A CAPILLARY BREAK WILL BE INSTALLED IF A SLAB ON GRADE FOUNDATIONSYSTEM IS USED. THE USE OF A 4" THICK BASE OF 1/2" OR LARGER CLEANAGGREGATE UNDER A 6 MIL VAPOR RETARDER WITH JOINT LAPPED NOT LESSTHAN 6" WILL BE PROVIDED UNLESS AND ENGINEERED DESIGN HAS BEENSUBMITTED AND APPROVED BY THE BUILDING DIVISION . 2022 CGC §4.505.2AND CALIFORNIA RESIDENTIAL CODE (CRC) §R5O6.2.321. BUILDING MATERIALS WITH VISIBLE SIGNS OF WATER DAMAGE WILL NOT BEINSTALLED. WALL AND FLOOR FRAMING WILL NOT BE ENCLOSED WHEN THEFRAMING MEMBERS EXCEED 19% MOISTURE CONTENT. MOISTURE CONTENTWILL BE VERIFIED PRIOR TO FINISH MATERIAL BEING APPLIED. 2022 CGC§4.505.322. FITTINGS (FAUCETS AND SHOWER HEADS) HAVE ALL REQUIREDSTANDARDS LISTED ON PLANS AND ARE IN ACCORDANCE TO CGC 4.303.1.3AND CGC 403.1.423. ANY GAS FIREPLACE SHALL BE DIRECT-VENT SEALED-COMBUSTIBLE TYPE.2022 CGC 4.503.124. PROVIDE 36 INCH MIN. DEEP LANDING OUTSIDE ALL EXTERIOR DOORS(NOT MORE THAN 7.75 INCHES LOWER THAN THE THRESHOLD FORIN-SWINGING DOORS AND SLIDING DOORS, AND NOT MORE THAN 1.5 INCHESLOWER THAN THE THRESHOLD FOR OUT-SWINGING DOORS) 2022 CRC R311.325. WALLS WITH 2 X 6 AND LARGER FRAMING REQUIRE R-19 INSULATION150.0(C)226 CONSTRUCTION HOURS IN THE CITY PUBLIC RIGHT OF WAY ARE LIMITED TOTHE WEEKDAYS AND NON-CITY HOLIDAYS BETWEEN 8:00 A.M AND 5:00 P.M.POLLUTANT CONTROL NOTES:1. PAINTS + COATINGS WILL COMPLY WITH VOC LIMITS PER 2022 CGC§4.504.2.22. DOCUMENTATION PROVIDED THAT VERIFIES COMPLIANCE WITH VOC FINISHMATERIALS. 2022 CGC §4.504.2.43. CARPET SYSTEM INSTALLED IN THE BUILDING INTERIOR WILL MEET THETESTING + PRODUCT REQUIREMENTS FOUND IN THE 2022 CALIFORNIA GREENBUILDING CODE. 2022 CGC §4.504.34. WHERE RESILIENT FLOORING IS INSTALLED, AT LEAST 80% OF THE FLOORAREA RECEIVING RESILIENT FLOORING WILL COMPLY WITH THE CALIFORNIAGREEN BUILDING CODE REQUIREMENTS. 2022 CGC §4.504.45. HARDWOOD PLYWOOD, PARTICLEBOARD, + MEDIUM DENSITY FIBERBOARDCOMPOSITE WOOD PRODUCTS USED ON THE INTERIOR AND EXTERIOR OF THEBUILDING WILL COMPLY WITH THE LOW FORMALDEHYDE EMISSIONSTANDARDS. 2022 CGC §4.504.56. AEROSOL PAINTS + COATINGS SHALL MEET THE PRODUCT-WEIGHTED MIRLIMITS FOR ROC AND COMPLY W/ PERCENT VOC BY WEIGHT OF PRODUCTLIMITS, REGULATION 8, RULE 49. PER 2022 CGC 4.504.2.37. ADHESIVES, SEALANTS, + CAULKS USED ON THE PROJECT SHALL FOLLOWLOCAL + REGIONAL AIR POLLUTION OR AIR QUALITY MANAGEMENTSTANDARDS 2022 CGC §4.504.2.1 Sheet Scale:All drawings & Specifications provided as instruments of service are the property of the Designer whether the project is executed or not.It is unlawful for any person, without the written consent of the Designer. To duplicate or make copies of these documents,partly or in whole, for use for other projects & buildings.
Rev.:Description :Date :
Revisions4843 SILVER SPRINGS DRIVE E-mail: TIM@FORMONEDESIGN.COM Ph: 415.819.0304Park City, UT 84098900 Paloma Ave.,LLC
900 Paloma Ave.
Burlingame, CA 94010
Title :
Project :
Date :07.27.23Drawn :TIM RADUENZ22_45Job No. :
Owner :
APN#: 026221130
Contractor :
Zoning: R-2
PLANNING SET
900 Paloma Ave., LLC
900 Paloma Ave.
Burlingame, CA 94010
oneDESIGN PLANNING formLot Size: 0.2844 ACRES
Proposed ADU1 Plans
See DetailsADU1ADU1Scale: 1/4 = 1'-0"2FRONT ELEVATIONADU1Scale: 1/4 = 1'-0"ADU13REAR ELEVATIONADU1Scale: 1/4 = 1'-0"ADU14LEFT ELEVATIONADU1Scale: 1/4 = 1'-0"ADU15RIGHT ELEVATIONADU1Scale: 1/4 = 1'-0"ADU1PLANNING NOTES:1. COOKING FACILITY IS A PERMANENT STOVE / OVEN.2. REFRIGERATOR WILL HAVE SEPARATE DOORS FOR THE REFRIGERATORAND FREEZER COMPARTMENTS
125SLOPE125SLOPE
12
5
HI
P
HIPD.S.SLOPED.S.HIPHI
P
RIDGE
ASPHALT ROOFCLASS A: FIRE RATEDSLOPE
12
5LIVING1-HR RATED EXT. WALLSYSTEM, TYP.R-15 FIBERGLASS BATTINSULATION, OR PERTITLE-24TRUSSES PER STRUCTURAL DRAWINGSR-30 OR BETTER SPRAY FOAM INSUL.1ST FLR. SUB. FLR.8'-0"17.00'1ST FLR. T.O.P.25.00'RIDGE28.50'3'-6"3'-2 1/4"14'-8 1/4" OVERALL HEIGHTCONC. PAD THICKNESS 4" W/ MIN.15 MIL. VAPOR BARRIER + RAT PROOFING(E) PROPERTY LINE16'-0" 1-HR RATED EXTERIOR WALLS SEE DETAIL 2/GN14.03'WALK(E) PROPERTY LINE(N) 6' WD. FENCE + 2' PRIVACY LATTICE6'-0"2'-0"13.81'(E) ADJACENT GRADECRAWLSPACE11 7/8" TJI JOISTS @ 16" O.C.KITCH.CLT.BATHBED1-HR RATED EXT. WALLSYSTEM, TYP.R-15 FIBERGLASS BATTINSULATION, OR PERTITLE-2411 7/8" TJI JOISTS @ 16" O.C.TRUSSES PER STRUCTURAL DRAWINGSR-30 OR BETTER SPRAY FOAM INSUL.1ST FLR. SUB. FLR.8'-0"17.00'1ST FLR. T.O.P.25.00'RIDGE28.50'3'-6"16'-0" OVERALL HEIGHT14.2632'-0" 1-HR RATED EXTERIOR WALLS SEE DETAIL 2/GNCRAWLSPACECONC. PAD THICKNESS 3" W/ MIN.15 MIL. VAPOR BARRIER + RAT PROOFING(E) ADJACENT GRADE13.81'(LOWER)4'-6"100A.3'-0"7'-0"2'-6"4'-6"2'-6"5'-0"101B.2'-0"2'-0"102C.TEMP. / EGR.TEMP.3'-0"7'-0"3'-0"6'-0"103D.TEMP. / EGR.1041062'-0"4'-6"105E.PRIVACY / TEMP.PRIVACY / TEMP.PRIVACY / TEMP.TEMP.1PROPOSED ROOF PLAN - ADU1 Sheet Scale:All drawings & Specifications provided as instruments of service are the property of the Designer whether the project is executed or not.It is unlawful for any person, without the written consent of the Designer. To duplicate or make copies of these documents,partly or in whole, for use for other projects & buildings.
Rev.:Description :Date :
Revisions4843 SILVER SPRINGS DRIVE E-mail: TIM@FORMONEDESIGN.COM Ph: 415.819.0304Park City, UT 84098900 Paloma Ave.,LLC
900 Paloma Ave.
Burlingame, CA 94010
Title :
Project :
Date :07.27.23Drawn :TIM RADUENZ22_45Job No. :
Owner :
APN#: 026221130
Contractor :
Zoning: R-2
PLANNING SET
900 Paloma Ave., LLC
900 Paloma Ave.
Burlingame, CA 94010
oneDESIGN PLANNING formLot Size: 0.2844 ACRES
Proposed ADU1 Plans
See DetailsADU2ADU2Scale: 1/4 = 1'-0"2BUILDING SECTION 1ADU2Scale: 1/4 = 1'-0"ADU13BUILDING SECTION 2ADU2Scale: 1/4 = 1'-0"ADU1 ROOM FLOORING REMARKSWALLSPAINT CEILING MILLWORK CROWN
ADU
ROOM FINISH SCHEDULEROOM FINISH SCHEDULEScale: N.A.5PAINT SPECS.INTERIORS:MAIN ROOMS:CEILINGS:BATHROOMS:AURA, NATURA(GREEN OPTION), REGAL SELECT, OR APPROVED EQ.WATERBORNE CELING PAINT, OR APPROVED EQUIVALENTAURA BATH AND SPA, OR APPROVED EQUIVALENTADU2 EXTERIOR DOORS & WINDOWS LOCATIONDOORSDOOR SIZEWxHMATERIALSCOREEXT. FIN. INT.FIN.DETAILSHEADJAMB TRIMSILLREMARKSHDWR.TYPE FIN.TYPEGLASSSYM.ADU
100Scale: N.A. EXTERIOR DOORS & WINDOWS LIVING3'-0" x 7'-0"4ADU2CAL GREEN NOTES:1. PAINT AND COATINGS WILL COMPLY WITH VOC LIMITS PER CGC §4.504.2.22. DOCUMENTATION PROVIDED THAT VERIFIES COMPLIANCE WITH VOC FINISH MATERIALS.2019 CGC §4.504.2.43. CARPET SYSTEM INSTALLED IN THE BUILDING INTERIOR WILL MEET THE TESTING ANDPRODUCT REQUIREMENTS FOUND IN THE 2019 CALIFORNIA GREEN BUILDING CODE. 2019CGC §4.504.34. WHERE RESILIENT FLOORING IS INSTALLED, AT LEAST 80% OF THE FLOOR AREARECEIVING RESILIENT FLOORING WILL COMPLY WITH THE CALIFORNIA GREEN BUILDINGCODE REQUIREMENTS. 2019 CGC §4.504.45. HARDWOOD PLYWOOD, PARTICLEBOARD, AND MEDIUM DENSITY FIBERBOARDCOMPOSITE WOOD PRODUCTS USED ON THE INTERIOR AND EXTERIOR OF THE BUILDINGWILL COMPLY WITH THE LOW FORMALDEHYDE EMISSION STANDARDS. 2019 CGC §4.504.56. AEROSOL PAINTS AND COATINGS SHALL MEET THE PRODUCT-WEIGHTED MIR LIMITSFOR ROC AND OTHER REQUIREMENTS PER CGC 4.504.2.37. ADHESIVES, SEALANTS AND CAULKS USED ON THE PROJECT SHALL FOLLOW LOCALAND REGIONAL AIR POLLUTION OR AIR QUALITY MANAGEMENT STANDARDS 2019 CGC§4.504.2.18. NEW MANDATORY U-FACTOR (0.58) FOR FENESTRATION + SKYLIGHTS §150.0 (q)9. REDUCED U-FACTOR (0.30) FOR HIGH PERFORMANCE WINDOWS 2019 CAL ENERGYCODE §150.1 (c)3 A10. MAX. TOTAL AREA, 20%, NO MAX. FOR WEST FACING AREA, TABLE 150.1-A, AND B11. DOOR MAX. U-FACTOR 0.20, TABLE 150.1-A, AND BCAL GREEN REQUIREMENTS:1. SEE CAL GREEN REQUIREMENTS IN ROOM SCHEDULESAFETY GLAZING NOTES (CRC R308.4):1. ALL SLIDING + SWINGING GLASS DOORS TO HAVE SAFETY GLAZING2. GLAZING IN SHOWER/TUB/SAUNA ROOMS LESS THAN 60" ABOVE THE STANDINGSURFACE AND LESS THAN 60" MEASURED HORIZONTALLY FROM THE WATERS EDGE OF ABATHTUB, HOT TUB, SPA, WHIRLPOOL OR SWIMMING POOL3. GLAZING WITHIN A 24" ARC OF A DOOR THAT IS LESS THAN 60" ABOVE THE FLOOR4. GLAZING WHERE THE EXPOSED AREA IS GREATER THAN 9 SQ. FT., BOTTOM IS LESSTHAN 18" AND AT LEAST 36" ABOVE THE FLOOR, AND ADJACENT TO WALKING SURFACES5. GLAZING WITHIN 60" OF THE BOTTOM TREAD OF A STAIRWAY AND LESS THAN 36"ABOVE THE FLOOR6. GLAZING IN GUARDS AND RAILINGS7. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36" HORIZONTALLYOF THE WALKING SURFACE LESS THAN 36" ABOVE FINISH FLOOR.ENTRY DR. A PINECLADPRIMEDLO E (T) SEE DETAILSSTD.TBDNOTE #1, 2TBSWOODLIVING101102103104105106LIVINGLIVINGBATHBEDBEDHALLKITCHENHALLBATHBEDWOODWOODTILEWOODTBSTBSTBSTBSTBSTBSTBSTBSTBSTBSTBSTBSTBSTBSTBSTBSTBSTBSTBSSAFETY GLAZING NOTES (CRC R308.4)A. ALL SLIDING + SWINGING GLASS DOORS TO HAVE SAFETY GLAZING.B. GLAZING IN SHOWER/TUB/SAUNA ROOMS LESS THAN 60" ABOVE THE STANDINGSURFACE AND LESS THAN 60" MEASURED HORIZONTIALLY FROM THE WATER'S EDGEOF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR SWIMMING POOL.C. GLAZING WITHIN A 24" ARC OF A DOOR THAT IS LESS THAN 60" ABOVE THE FLOOR.D. GLAZING WHERE THE EXPOSED AREA IS GREATER THAN 9 SQ. FT., BOTTOM IS LESSTHAN 18" AND AT LEAST 36" ABOVE THE FLOOR, AND ADJACENT TO WALKINGSURFACES.E. WITHIN 60" OF THE BOTTOM TREAD OF A STAIRWAY AND LESS THAN 36" ABOVE THEFLOORF. GLAZING IN GUARDS & RAILINGS.G. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36"HORIZONTALLY OF THE WALKINGSURFACE LESS THAN 36" ABOVE FINISH FLOOR.HARDWARE FINISH SPECIFICATION:ENTRY DOOR HARDWARE: (BY OWNER) AND INSTALLED BY CONTRACTORWINDOW HARDWARE: WHITE, TYP. (VERIFY W/ OWNER)WINDOW / DOOR NOTES:1. WOOD/CLAD SIERRA PACIFIC WINDOWS+ DOORS, WITH TRUE S.D.L 3/4" MUNTINBARS W/ SPACER BAR BETWEEN THE WINDOW PANES + MUNTIN BARS ADHERED TOTHE INTERIOR + EXTERIOR OF THE WINDOWS.2. EGRESS PER CODE3. DOOR BY SIMPSON OR EQUAL, VERIFY DESIGN WITH OWNER & DESIGNER4. VERIFY OPENING SIZE W/ CONTRACTOR5. PRIVACY GLASS, OPTION BY LOCAL ARTISAN6. DOOR BY SIMPSON FIBERGLASS DOOR OR EQ.7. OVERHEAD DOOR (SHOP DRAWING REQUIRED, VERIFY SIDE MOUNT MOTOR IN FIELD8. TRANSOM ABOVE UNIT TO BE LEADED WINDOW MADE BY LOCAL ARTISAN.9. NA10. NA11. (*) FIELD MEASURE1. NEW MANDATORY U-FACTOR (0.58) FOR FENESTRATION + SKYLIGHTS §150.0 (q)2. REDUCED U-FACTOR (0.30) AND SHGC (0.20) FOR HIGH PERFORMANCE WINDOWS2022 CAL ENERGY CODE §150.1 (c)3 A3. FENESTRATION MAX U-FACTOR 0.30. NO SHGC REQUIREMENT. PER TABLE 150.1-A &B4. MAX TOTAL AREA, 20%, NO MAX FOR WEST FACING AREA. PER TABLE 150.1-A & B5. DOOR MAX U-FACTOR 0.20 PER TABLE 150.1-A & B5'-0" x 4'-6"CASEMENTB PINECLADPRIMEDLO E (T) SEE DETAILSSTD.TBDNOTE #12'-0" x 2'-0"AWNING CPINECLADPRIMEDLO E (T) SEE DETAILSSTD.TBDNOTE #16'-0" x 7'-0"SLIDING DR. D PINECLAD PRIMED LO E (T) SEE DETAILSSTD. TBD NOTE #1, 2PINECLAD PRIMEDSEE DETAILSSTD. TBD NOTE #1, 52'-0" x 4'-6"CASEMENT E PINECLAD PRIMEDSEE DETAILSSTD. TBD NOTE #1, 5PINECLAD PRIMEDSEE DETAILSSTD. TBD NOTE #1, 55'-0" x 4'-6"CASEMENT B5'-0" x 4'-6"CASEMENT BADU26FIRE-RESISTANT EAVE DETAILScale: NALO E (T)LO E (T)LO E (T)
ON / OFFSHOWERTEMP.BEDWOODLIVINGWOODCONDENSOR 48" VANITYQUEEN - 60x8018 X 1818 X 186/0ON DEMANDELEC. W.H.6/0SLIDING DR.TEMP.2/4BATHTILEDBL. HANG.30" SINK BASE24" RANGE18" BASE18" BASE24" W/DCOMBO24" REF.18" BASE 2/0TEMP.2/02/8TV30" x 30"3/0TEMP.WOODTILE4/06/0SLIDING DR.TEMP. /PRIVACYDECKTREX OR EQ.DECK 2TREX OR EQ.MINI SPLITMINI SPLIT 100A ELEC.PANEL (HIDDEN)KITCH.WOOD3 1/2"10'-0"24'-0"3 1/2"13'-1 1/2"3 1/2"4'-0"3 1/2"7'-7"3 1/2"7'-0"3 1/2"6'-7"3 1/2"1'-7"6'-10 1/2"16'-0"ADU32ADU34ADU33ADU353 1/2"3 1/2"11'-8 1/2"
16'-0"6'-0"3 1/2"3'-4"2'-8"4'-0"3 1/2"13'-1 1/2"3 1/2"10'-0"24'-0"2'-0"O.H. TYP.2x6 PLUMBING WALL2'-6 1/2"ADU42ADU42ADU43ADU43100101102103104105NOTE: COOKING FACILITY IS A PERMANENTSTOVE / OVEN. REFRIGERATOR WILL HAVESEPARATE DOORS FOR THEREFRIGERATOR AND FREEZERCOMPARTMENTS2'-2"3'-10"18" x 48" LIN. CLT.TEMP.UP 7R4'-0"4'-0"6'-0"3'-8 1/2"
4'-8"UP 1RUP 1RTEMP.7'-4"TEMP.5121ST FLR. SUB. FLR.8'-0"17.00'1ST FLR. T.O.P.25.00'RIDGE27.96'2'-11 1/2"
16'-0" OVERALL HEIGHT
(E) PROPERTY LINE24'-0"4'-0" ADU SETBACKD.S.TEMP. / EGR.8'-2"12.2311.96TEMP.(E) ADJACENT GRADE(LOWER)5'-0 1/2"2'-6 1/2"5'-0 1/2"
(N) 6' WD. FENCE + 2' PRIVACY LATTICE
2'-0"
8'-0" NEIGHBOR REQUESTED
HEIGHT OF FENCE FOR PRIV.
6'-0"
(E) PROPERTY LINE
4'-0" ADU SETBACK5121ST FLR. SUB. FLR.8'-0"17.00'1ST FLR. T.O.P.25.00'RIDGE27.96'2'-11 1/2"
16'-0" OVERALL HEIGHT26'-6 1/2"8'-2"8'-0"12.23TEMP.11.96(E) ADJACENT GRADE(LOWER)(N) 6' WD. FENCE + 2' PRIVACY LATTICE
2'-0"
8'-0" NEIGHBOR REQUESTED
HEIGHT OF FENCE FOR PRIV.
6'-0"
5'-0 1/2"
5'-0 1/2"TEMP.D.S.1ST FLR. SUB. FLR.8'-0"17.00'1ST FLR. T.O.P.25.00'RIDGE27.96'2'-11 1/2"16'-0" OVERALL HEIGHT (E) PROPERTY LINE4'-0" ADU SETBACK16'-0"31211.96(E) ADJACENT GRADE(LOWER)(N) 6' WD. FENCE + 2' PRIVACY LATTICE2'-0"8'-0" NEIGHBOR REQUESTEDHEIGHT OF FENCE FOR PRIV.6'-0"5'-0 1/2"1ST FLR. SUB. FLR.8'-0"17.00'1ST FLR. T.O.P.25.00'RIDGE27.96'2'-11 1/2"
16'-0" OVERALL HEIGHT
(E) PROPERTY LINE4'-0" ADU SETBACK16'-0"TEMP. / PRIVACY12.2331211.96(E) ADJACENT GRADE(LOWER)5'-0"
(N) 6' WD. FENCE + 2' PRIVACY LATTICE
2'-0"
8'-0" NEIGHBOR REQUESTED
HEIGHT OF FENCE FOR PRIV.
6'-0"1PROPOSED FLOOR PLAN - ADU2 Sheet Scale:All drawings & Specifications provided as instruments of service are the property of the Designer whether the project is executed or not.It is unlawful for any person, without the written consent of the Designer. To duplicate or make copies of these documents,partly or in whole, for use for other projects & buildings.
Rev.:Description :Date :
Revisions4843 SILVER SPRINGS DRIVE E-mail: TIM@FORMONEDESIGN.COM Ph: 415.819.0304Park City, UT 84098900 Paloma Ave.,LLC
900 Paloma Ave.
Burlingame, CA 94010
Title :
Project :
Date :07.27.23Drawn :TIM RADUENZ22_45Job No. :
Owner :
APN#: 026221130
Contractor :
Zoning: R-2
PLANNING SET
900 Paloma Ave., LLC
900 Paloma Ave.
Burlingame, CA 94010
oneDESIGN PLANNING formLot Size: 0.2844 ACRES
Proposed ADU2 Plans
See DetailsADU3ADU3Scale: 1/4 = 1'-0"2FRONT ELEVATIONADU3Scale: 1/4 = 1'-0"ADU23REAR ELEVATIONADU3Scale: 1/4 = 1'-0"ADU24LEFT ELEVATIONADU3Scale: 1/4 = 1'-0"ADU25RIGHT ELEVATIONADU3Scale: 1/4 = 1'-0"ADU2
RIDGEHIPHIPHI
P
HI
P
SLOPE125SLOPE125SLOPE
12
5
SLOPE
12
5ASPHALT ROOFCLASS A: FIRE RATEDD.S.D.S.CLTBEDLIVING ROOM(KITCHEN BEHIND)1-HR RATED EXT. WALLSYSTEM, TYP.R-15 FIBERGLASS BATTINSULATION, OR PERTITLE-24TRUSSES PER STRUCTURAL DRAWINGSR-30 OR BETTER SPRAY FOAM INSUL.1ST FLR. SUB. FLR.8'-0"17.00'1ST FLR. T.O.P.25.00'RIDGE27.96'2'-11 1/2"
16'-0" OVERALL HEIGHT
(E) PROPERTY LINE11 7/8" TJI JOISTS @ 16" O.C.CRAWLSPACE51211.96(E) ADJACENT GRADE(LOWER)(N) 6' WD. FENCE + 2' PRIVACY LATTICE
2'-0"
8'-0" NEIGHBOR REQUESTED
HEIGHT OF FENCE FOR PRIV.
6'-0"
5'-0 1/2"BEDBATH1-HR RATED EXT. WALLSYSTEM, TYP.R-15 FIBERGLASS BATTINSULATION, OR PERTITLE-24TRUSSES PER STRUCTURAL DRAWINGSR-30 OR BETTER SPRAY FOAM INSUL.1ST FLR. SUB. FLR.8'-0"17.00'1ST FLR. T.O.P.25.00'CONC. PAD THICKNESS 4" W/ MIN.15 MIL. VAPOR BARRIERRIDGE27.96'2'-11 1/2"16'-0" OVERALL HEIGHT
(E) PROPERTY LINE16'-0" 1-HR RATED EXTERIOR WALLS SEE DETAIL 2/GN(N) 6' WD. FENCE + 2' PRIVACY LATTICE
2'-0"
8'-0" NEIGHBOR REQUESTED
HEIGHT OF FENCE FOR PRIV.
6'-0"CRAWLSPACE11.96(E) ADJACENT GRADE(LOWER)5'-0 1/2"11 7/8" TJI JOISTS @ 16" O.C.100A.3'-0"8'-0"TEMP. / EGR.2'-0"4'-6"2'-0"4'-0"101B.3'-0"8'-0"3'-0"6'-0"102C.TEMP. / EGR.2'-0"2'-0"103D.TEMP.105TEMP. / EGR. / PRIVACY2'-0"3'-6"104E.TEMP.TEMP.1PROPOSED ROOF PLAN - ADU2 Sheet Scale:All drawings & Specifications provided as instruments of service are the property of the Designer whether the project is executed or not.It is unlawful for any person, without the written consent of the Designer. To duplicate or make copies of these documents,partly or in whole, for use for other projects & buildings.
Rev.:Description :Date :
Revisions4843 SILVER SPRINGS DRIVE E-mail: TIM@FORMONEDESIGN.COM Ph: 415.819.0304Park City, UT 84098900 Paloma Ave.,LLC
900 Paloma Ave.
Burlingame, CA 94010
Title :
Project :
Date :07.27.23Drawn :TIM RADUENZ22_45Job No. :
Owner :
APN#: 026221130
Contractor :
Zoning: R-2
PLANNING SET
900 Paloma Ave., LLC
900 Paloma Ave.
Burlingame, CA 94010
oneDESIGN PLANNING formLot Size: 0.2844 ACRES
Proposed ADU1 Plans
See DetailsADU4ADU4Scale: 1/4 = 1'-0"2BUILDING SECTION 1ADU4Scale: 1/4 = 1'-0"ADU23BUILDING SECTION 2ADU4Scale: 1/4 = 1'-0"ADU2 ROOM FLOORING REMARKSWALLSPAINT CEILING MILLWORK CROWN
ADU2
ROOM FINISH SCHEDULEROOM FINISH SCHEDULEScale: N.A.5PAINT SPECS.INTERIORS:MAIN ROOMS:CEILINGS:BATHROOMS:AURA, NATURA(GREEN OPTION), REGAL SELECT, OR APPROVED EQ.WATERBORNE CELING PAINT, OR APPROVED EQUIVALENTAURA BATH AND SPA, OR APPROVED EQUIVALENTADU4 EXTERIOR DOORS & WINDOWS LOCATIONDOORSDOOR SIZEWxHMATERIALSCOREEXT. FIN. INT.FIN.DETAILSHEADJAMB TRIMSILLREMARKSHDWR.TYPE FIN.TYPEGLASSSYM.ADU2
100Scale: N.A. EXTERIOR DOORS & WINDOWS LIVING3'-0" x 8'-0"4ADU4ENTRY DR. A PINECLADPRIMEDLO E (T) SEE DETAILSSTD.TBDNOTE #1, 2TBSWOODLIVINGKITCHENBEDBATHWOODWOODTILETBSTBSTBSTBSTBSTBSTBSTBSTBSTBSTBSTBSTBSTBSTBS101102103104105LIVINGLIVINGBEDBATHKITCHENPINECLADPRIMEDSEE DETAILSSTD.TBDNOTE #1PINECLADPRIMEDSEE DETAILSSTD.TBDNOTE #1, 2PINECLAD PRIMEDSEE DETAILSSTD. TBD NOTE #1PINECLAD PRIMEDSEE DETAILSSTD. TBD NOTE #1PINECLAD PRIMEDSEE DETAILSSTD. TBD NOTE #1, 2, 5LO E (T)LO E (T)LO E (T)LO E (T)LO E (T)BCDECCASEMENTSLIDING DR.AWNINGCASEMENTSLIDING DR.4'-0" x 4'-6"6'-0" x 8'-0"2'-0" x 2'-0"2'-0" x 3'-6"6'-0" x 8'-0"ADU46FIRE-RESISTANT EAVE DETAILScale: NA
GRADE/TYP(WOOD CLAD)WINDOWS + DOORSSDL (PUTTY STYLE)ARCHITECTURAL ASPHALTSHINGLES GRACE UNDER-LAYMENT TYP., TYP.STUCCO FINISH1ST FLR. SUB. FLR.8'-3 1/2"102.18'1ST FLR. T.O.P.110.47'RIDGE118.95'8'-5 3/4"18'-11 3/8" OVERALL BUILDING HEIGHT(E) GRADE100.50'2'-2 1/8"(E) PROPERTY LINE
(E) PROPERTY LINE45°30'-0" MAX BUILDING HEIGHTD.H.E. LEFT99.12'D.H.E. RIGHT99.40'12'-0"
12'-0"AVERAGE T.O.C.100.00'30' HT. LIMIT130.00'3'-0 3/4"45°GRADE/TYP(WOOD CLAD)WINDOWS + DOORSSDL (PUTTY STYLE)ARCHITECTURAL ASPHALTSHINGLES GRACE UNDER-LAYMENT TYP., TYP.STUCCO FINISH1ST FLR. SUB. FLR.8'-3 1/2"102.18'1ST FLR. T.O.P.110.47'RIDGE118.95'8'-5 3/4"
19'-3 1/4" OVERALL BUILDING HEIGHT(E) GRADE100.50'2'-6"
(E) PROPERTY LINE
(E) PROPERTY LINE
45°
30'-0" MAX BUILDING HEIGHTD.H.E. LEFT99.12'D.H.E. RIGHT12'-0"
12'-0"45°AVERAGE T.O.C.100.00'30' HT. LIMIT130.00'3'-4 1/2" Sheet Scale:All drawings & Specifications provided as instruments of service are the property of the Designer whether the project is executed or not.It is unlawful for any person, without the written consent of the Designer. To duplicate or make copies of these documents,partly or in whole, for use for other projects & buildings.
Rev.:Description :Date :
Revisions4843 SILVER SPRINGS DRIVE E-mail: TIM@FORMONEDESIGN.COM Ph: 415.819.0304Park City, UT 84098900 Paloma Ave.,LLC
900 Paloma Ave.
Burlingame, CA 94010
Title :
Project :
Date :07.27.23Drawn :TIM RADUENZ22_45Job No. :
Owner :
APN#: 026221130
Contractor :
Zoning: R-2
PLANNING SET
900 Paloma Ave., LLC
900 Paloma Ave.
Burlingame, CA 94010
oneDESIGN PLANNING formLot Size: 0.2844 ACRES
Existing Elevations
See DetailsEA3.0EA3.0Scale: 1/4 = 1'-0"1EXISTING FRONT ELEVATIONEA3.0Scale: 1/4 = 1'-0"2EXISTING REAR ELEVATIONFOR REFERENCE ONLY, NO WORK PROPOSED
GRADE/TYP(WOOD CLAD)WINDOWS + DOORSSDL (PUTTY STYLE)ARCHITECTURAL ASPHALTSHINGLES GRACE UNDER-LAYMENT TYP., TYP.STUCCO FINISH1ST FLR. SUB. FLR.8'-3 1/2"102.18'1ST FLR. T.O.P.110.47'RIDGE118.95'8'-5 3/4"
18'-11 3/8" OVERALL BUILDING HEIGHT2'-2 1/8"
30'-0" MAX BUILDING HEIGHTAVERAGE T.O.C.100.00'30' HT. LIMIT130.00'FRONT YARDBACK YARDGRADE/TYP(WOOD CLAD)WINDOWS + DOORSSDL (PUTTY STYLE)ARCHITECTURAL ASPHALTSHINGLES GRACE UNDER-LAYMENT TYP., TYP.STUCCO FINISH1ST FLR. SUB. FLR.8'-3 1/2"102.18'1ST FLR. T.O.P.110.47'RIDGE118.95'8'-5 3/4"18'-11 3/8" OVERALL BUILDING HEIGHT2'-2 1/8"30'-0" MAX BUILDING HEIGHTAVERAGE T.O.C.100.00'30' HT. LIMIT130.00'FRONT YARDBACK YARD Sheet Scale:All drawings & Specifications provided as instruments of service are the property of the Designer whether the project is executed or not.It is unlawful for any person, without the written consent of the Designer. To duplicate or make copies of these documents,partly or in whole, for use for other projects & buildings.
Rev.:Description :Date :
Revisions4843 SILVER SPRINGS DRIVE E-mail: TIM@FORMONEDESIGN.COM Ph: 415.819.0304Park City, UT 84098900 Paloma Ave.,LLC
900 Paloma Ave.
Burlingame, CA 94010
Title :
Project :
Date :07.27.23Drawn :TIM RADUENZ22_45Job No. :
Owner :
APN#: 026221130
Contractor :
Zoning: R-2
PLANNING SET
900 Paloma Ave., LLC
900 Paloma Ave.
Burlingame, CA 94010
oneDESIGN PLANNING formLot Size: 0.2844 ACRES
Existing Elevations
See DetailsEA3.1EA3.1Scale: 1/4 = 1'-0"1EXISTING LEFT ELEVATIONEA3.1Scale: 1/4 = 1'-0"2EXISTING RIGHT ELEVATIONFOR REFERENCE ONLY, NO WORK PROPOSED
S1. 1,530 SQ. FT.S2. 1,917 SQ. FT.S4. 592 SQ. FT.S3. 640 SQ. FT.N 27°35'00" E OHEOHEOHEOHEOHELOT
L
I
N
E
204.
2
2
'
LOT LINE 170.27'LOT LINE 115.48'LOT LINE 23.63'(E) 6" CURB(E) SIDEWALK(REPLACE)P A L O M A A V E .N 35°15'00" W56.20'S 62°25'00" E50.00'S 62°25'00" EN 5
5
°
0
8
'
0
0
"
EN 35°15'00" W144.58'N 27°35'00" ESSSSSSOHEOHEOHEOHE(E) HOUSE(REMODEL) (UNDERSEPARATE PERMIT)( 5 0 ' W I D E )SEWERMANHOLE(E) UTILITY POLE(PROTECT)(E) UTILITY POLE(PROTECT)(E) WATER METER(PROTECT)13.5013.5013.5913.6313.6610' ALLEY(REAR ACCESS IS NOT PERMITTED)(E) GAS METER(PROTECT)(E) CONC. WALL(PROTECT)(E) 3' BLOCK WALL(PROTECT)#1-7 (E) ITALIAN CYPRESS(PROTECT) NEIGHBORHOOD CONCERN:VERIFY W/ NEIGHBORHOOD ABOUTREMOVAL OF 1 OR 2 CYPRESS TREESFOR VIEW ISSUE11.3711.81(E) PLANTER(PROTECT)(N) DRIVEWAYPERVIOUS PAVERS#28 (E) LEMONWOOD(PROTECT)(E) UTILITY POLE(PROTECT)(E) UTILITY POLE(PROTECT)(E) GUYWIRE(PROTECT)(N) 6' WD. FENCE + 2'PRIVACY LATTICE(N) 6' WD. FENCE +2' PRIVACY LATTICE13.7615.0714.2714.05EL = 15.50'15'-0" REAR SETBACK15'-0" FRONT SETBACK5'-0" SIDE SETBACK 7'-0" SIDE SETBACK14'-7"(E) ELEC METER(PROTECT)(E) PORCH(PROTECT)#9 (E) JAPANESEPRIVET(REMOVE)(N)LANDSCAPE(N) HOUSEEL = 17.00'(E) UTILITY LINE(PROTECT)(E) UTILITY LINE(REMOVE)UGEUGEUGEUGE(N)UNDERGROUNDUTILITY LINE(PROPOSED)(E) PATIO20'-0"44'-0"15'-0"51'-1"40'-1"(N) ELECT METER(PROPOSED FOR (N) HOUSE)2ND FLR OUTLINE 7'-0"52'-0"56'-9"(N) LANDSCAPINGFOR PRIVACY(N) LAWN(N) DECK(N) GAR.(N) PORCH(N) WATER METER(PROPOSED FOR (N) HOUSE)16.5017.0017.0017.00(N) CARPORT6"2'-6"6'-11"9'-11"(N) ADU2EL = 17.00'4'-0
"
A
D
U
S
E
T
B
A
C
K
4'-0"4'-0"15'-6"11'-0"ROOF LINE, TYP.10' X 20' PARKING SPOT16.0017.0013.7113.6910' X 20' PARKING SPOTD.S.D.S.D.S.(N) ADU1EL = 17.00'10'-11"25'-0" BACKUP(N) DECK(N) DECK(N) DECK(N) PRIVACY HEDGES(N) PRIVACY FENCE
11'-3"(N) DECK(N) WALKWAYPERVIOUS PAVERSDUE TO SCOPE OF WORK, THE FOLLOWING MUST BE REPLACED: ALL CURB,GUTTER, DRIVEWAY AND SIDEWALK FRONTING SITE, PLUG ALL EXISTINGSANITARY SEWER LATERAL CONNECTIONS AND INSTALL A NEW 4" LATERALAND WYE TO MAIN, ALL WATER LINE CONNECTIONS TO CITY WATER MAINSFOR SERVICES OR FIRE LINE ARE TO BE INSTALLED PER CITY STANDARDPROCEDURES AND SPECIFICATION, AND ANY OTHER UNDERGROUND UTILITYWORKS WITHIN CITY'S RIGHT-OF-WAY(REPLACE)(E) CONCRETE PAVERS(REMOVE)2'-4"2'-0" FROM OVERHANGTO PROPERTY LINE2'-3"2'-0"1'-8"(E) WATER LINE(PROTECT)SSCO(E) 4" SEWER LINE(REMOVE AND REPLACE)(N) 4" SEWER LINE(PROPOSED FOR (N) HOUSE)(N) WATER LINE(PROPOSED FOR (N) HOUSE)(N) 4" SEWER LINE + C/O(N) 3/4" WATER LINE(N) 4" SEWER LINE + C/O(N) 3/4" WATER LINE(N)
W
A
L
K
W
A
Y
PE
R
V
I
O
U
S
P
A
V
E
R
SPROVIDE PROPERILLUMINATION ALONGWALKWAY, TYP.PROVIDE PROPERILLUMINATION ALONGPATHWAY LEADING TO THENEW HOUSE AND ADUS FROMTHE FRONT OF THE MAINHOUSE / PUBLIC RIGHT OF WAYPER CBC AND BURLINGAMEMUNICIPAL CODE16.0016.002'-0"(N) TREE(N) TREE(N) TREE(N) TREE(N) TREE(N) TREE(N) TREE(N) TREE16.00EL = 16.50'16.5016.50(N) TREE (N) TREE (N) TREE
16.50#8 (E) REDWOOD(PROTECT)#10 (E) ENGLISHHOLLY(REMOVE)#11 (E) MAGNOLIA(REMOVE)#12 (E) COTONEASTER(REMOVE)#13 (E) ENGLISH HOLLY(REMOVE)#14 (E) SILK OAK(PROTECT)#15 (E) SILK OAK(PROTECT)#16 (E) EUROPEANWHITE BIRCH(PROTECT)#17 (E) EUROPEAN PLUM(REMOVE)#18 (E) COMMON MYRTLE(REMOVE)#19 (E) CANARYISLAND DATE PALM(PROTECT)#20 (E) REDWOOD(PROTECT)#26 (E) EUROPEANPLUM(REMOVE)#22 (E) STIFF BOTTLEBRUSH(REMOVE)#21 (E) EDIBLE FIG(REMOVE)#23 (E) APPLE(REMOVE)#24 (E) LEMON(REMOVE)#25 (E) APPLE(REMOVE)#27 (E) SWEET BAY(REMOVE)#29 (E) LEMONWOOD(PROTECT)#30 (E) LEMONWOOD(PROTECT)#31 (E) JAPANESEPRIVET(PROTECT)(N) PLANTER10' X 20' PARKING SPOT 123OUTLINE OF (E)DETACHED GARAGENEIGHBORHOOD CONCERN:(N) BACKUP MIRROR(N) HANGOUTUGE13'-6"S4. 592 SQ. FT.SQ. FT.SQ. FT.OHE(E) UTILITY POLE(PROTECT)(N) ADU2EL = 17.00'17.00(N) DECK(N) DECK(N) PRIVACY FENCE
1'-8"16.5016.50S3. 640 SQ. FT.LO
T
L
I
N
E
20
4
.
2
2
'
N
5
5
°
0
8
'
0
0
"
E
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K(N) ADU1EL = 17.00'10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"(N) DECK(N) PRIVACY HEDGES(N) PRIVACY FENCE(N) DECK2'-0" FROM OVERHANGTO PROPERTY LINE(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
PE
R
V
I
O
U
S
P
A
V
E
R
S
PE
R
V
I
O
U
S
P
A
V
E
R
S
PE
R
V
I
O
U
S
P
A
V
E
R
S
PE
R
V
I
O
U
S
P
A
V
E
R
S
PE
R
V
I
O
U
S
P
A
V
E
R
S
PE
R
V
I
O
U
S
P
A
V
E
R
S
PE
R
V
I
O
U
S
P
A
V
E
R
S
PE
R
V
I
O
U
S
P
A
V
E
R
S ILLUMINATION ALONGILLUMINATION ALONGPATHWAY LEADING TO THEPATHWAY LEADING TO THENEW HOUSE AND ADUS FROMNEW HOUSE AND ADUS FROMNEW HOUSE AND ADUS FROMNEW HOUSE AND ADUS FROMNEW HOUSE AND ADUS FROMNEW HOUSE AND ADUS FROMNEW HOUSE AND ADUS FROMTHE FRONT OF THE MAINTHE FRONT OF THE MAINTHE FRONT OF THE MAINTHE FRONT OF THE MAINTHE FRONT OF THE MAINHOUSE / PUBLIC RIGHT OF WAYHOUSE / PUBLIC RIGHT OF WAYHOUSE / PUBLIC RIGHT OF WAYHOUSE / PUBLIC RIGHT OF WAYHOUSE / PUBLIC RIGHT OF WAYHOUSE / PUBLIC RIGHT OF WAYHOUSE / PUBLIC RIGHT OF WAYPER CBC AND BURLINGAMEPER CBC AND BURLINGAMEPER CBC AND BURLINGAMEPER CBC AND BURLINGAMEPER CBC AND BURLINGAMEPER CBC AND BURLINGAME16.5016.50(N) PRIVACY FENCE 2'-4"2'-4"2'-4"2'-4"16.0016.0016.0016.0016.0016.0016.0016.0015'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACKD.S.D.S.D.S.17.0017.0017.0017.0017.0017.0017.0017.0017.0017.0016.0016.0016.0016.0016.0016.0016.0016.0015'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK2'-4"2'-4"15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK2'-4"2'-4"15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACKD.S.D.S.D.S.D.S.15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK17.0017.0017.0017.0017.0017.0017.0016.0016.0016.0016.0016.0016.0016.0016.0016.0015'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK2'-4"2'-4"15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK2'-4"2'-4"15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACKD.S.D.S.D.S.D.S.15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK17.0017.0017.0017.0017.0017.0016.0016.0016.0016.0016.0016.0016.0016.0015'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK2'-4"2'-4"15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK2'-4"2'-4"15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACKD.S.D.S.D.S.D.S.15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK02/29/2024Drawing TitleSheet Title900 Paloma Ave., Inc.900 Paloma AveBurlingame, CA 94010Muzik Design StudioAgnes Tung/Xiaoyan Sun329 Primose Road #415Burlingame, CA 94010(239) 410-9251agnesytung@gmail.comPlan Prepared byProperty Owner:1117 Wayne WaySan Mateo, CA 94403(239) 410-9251Drawing ScaleRESIDENTIALLANDSCAPEPLANPALOMA900LandscapeLayout PlanL-1(N) HAND OUTSPACE AT FRONTYARD(N) SIDE YARD PATHMULCHED(N) DECK LANDINGMULCHED(N) LAWN(N) SCREENING TREES(N) PRIVACY HEDGEBETWEEN ADUs(N) WALKWAY(N) SIDE YARD PATHMULCHEDProposed new landscape layout and planting for 900 Poloma, including screening tree along property, planting at front of existing house, and planitngbetween between ADUs.SCOPETREE PROTECTIONTREE PROTECTION ZONES SHALL BE INSTALLED AND MAINTAINED THROUGHTOUT THE ENTIRE LENGTH OF THE THE PROJECT. PRIOR TO THE COMMENCEMENT OF ANYDEVELOPMENT PROJECT, A CHAIN LINK FENCE SHALL BE INSTALLED AT ABOUT THE DRIP LINE (WHERE POSSIBLE) OF ANY PROTECTED TREE WHICH WILL OR WILL NOT BEAFFECTED BY THE CONSTRUCTION.THE DRIP LINE SHALL NOT BE ALTERED IN ANY WAY SO AS TO INCREASE THE ENCORACHMENT OF THE CONSTRUCTION. FENCING FOR THE PROTECTION ZONES SHOULD BE6 FOOT TALL METAL CHAIN LINK TYPE SUPPORTED BY 2 INCH METAL POLES POUNDED INTO THE GROUND BY NO LESS THAN 2 FEET. THE SUPPORT POLES SHOULD BE SPAEDNO MORE THAN 10 FEET APART ON CENTER.SIGNS SHOULD BE PLACED ON FENCING SIGNIFYING "TREE PROTECTION ZONE - KEEP OUT".NO MATERIALS OR EQUIPMENT SHOULD BE STORED OR CLEANED INSIDE THE TREE PROTECTION ZONES. EXCAVATION, GRADING, SOIL DEPOSITS, DRAINAGE AND LEVELINGARE PROHIBITED WITHIN THE TREE PROTECTION ZONES.NO WIRES, SIGNS, OR ROPES SHALL BE ATTACHED TO THE PROTECTED TREES ON SITE. UTILITY SERVICES AND IRRIGATION LINES SHALL ALL BE PLACED OUTSIDE OF THETREE PROTECTION ZONES.LANDSCAPE AREA DATA (SQ. FT.)SITENEW PLANTING WITH NEW IRRIGATION FRONT PLANTING608SCREENING PLANTING609ENTRY WAY AND NEWPLANTER199ADUs PLANTING97LAWN375LAWN AT RIBBON PARKING 108TOTAL1996EXISTING PLANTING WITH IRRIGATION(TO BE PROTECTED)418MULCHED AREA (NON IRRIGATED)1206SITE MATERIAL NOTEAPATH/WALKWAY WITH STEPPING STONESTONE SET ON SAND; NO MORTAR; ALLPERMEABLEC NEW PLANTING AREASET WITH LANDSCAPE EDGER (TYP.) NEWIRRIGATION, COVERED WITH MIN 2"MULCHD LAWNSHORT FESQUEE DRIVEWAYPERMEABLE PAVER; JOINT FILL #9 FINEROCKFEXISTING PLANTINGTO BE PROTECTED; IRRIGATION SYSTEMTO BE REMAINEDCACDC1.VERIFY LOCATION OF ALL BUILDINGS, WALLS, ROADS AND CURBS AFFECTING LANDSCAPE SCOPE OF WORK WITH RELEVANT ARCHITECTURAL AND ENGINEERINGDRAWINGS PRIOR TO COMMENCING SITE WORK.2. VERIFY LOCATION OF ALL VAULTS, ELECTRICAL DUCT BANKS, MANHOLES, CONDUIT AND PIPING, DRAINAGE STRUCTURES, LIGHTING AND OTHER UTILITIES WITH THEAPPROPRIATE ENGINEER'S DRAWINGS.3. WHERE NOT SHOWN ON LANDSCAPE DRAWINGS, SEE CIVIL ENGINEERING DRAWINGS FOR ROADWAY CENTERLINE, STATION POINTS, BENCH MARKS AND BUILDINGSETBACKS.4. TAKE ALL DIMENSIONS FROM CENTER OF CURB, WALL OR BUILDING, OR TO CENTERLINE OF BUILDING COLUMNS OR TREES UNLESS OTHERWISE NOTED.5. ALL ITEMS DESIGNATED AS "SIMILAR" OR "TYPICAL" (TYP) SHALL BE CONSTRUCTED IN THE MANNER OF THE DETAIL REFERENCED, WITH MINOR ADJUSTMENT FORSPECIFIC CONDITION.6. SITE DESIGN BASED ON TOPOGRAPHIC INFORMATION FROM ARCHITECT. ALL GRADES TO BE VERIFIED IN FIELD.7. SPECIFICATIONS FOR CONSTRUCTION METHODS AND MATERIALS NOT LISTED.8. SHOULD CONFLICTS ARISE BETWEEN DRAWINGS AND SPECIFICATIONS, DRAWINGS SHALL GOVERN DIMENSIONS AND QUANTITY, SPECIFICATIONS SHALL GOVERNMATERIALS AND FINISHES.9. ALL ELECTRICAL WORK TO COMPLY WITH CITY OF SUNNYVALE SPECIFICATIONS AND UNDERWRITERS LABORATORIES (UL) SPECIFICATIONS.10. PLANT PROTECTION: ALL WORK PERFORMED WITHIN THE DRIP LINE OF TREES DESIGNATED “EXISTING TREES TO REMAIN” SHALL BE HAND LABOR. SEE LANDSCAPE PLANFOR RESTRICTIONS.11. CONTRACTOR IS RESPONSIBLE FOR PHOTO DOCUMENTATION OF ALL CLOSED IN WORK.12. ALL EARTHWORK, INCLUDING SITE CLEARING, PIER DRILLING AND SPREAD FOOT EXCAVATION, PREPARATION OF SUBGRADE AND SELECT FILL BENEATHSLABS-ON-GRADE AND OTHER FLATWORK, PLACEMENT AND COMPACTION OF ENGINEERED FILL, AND SURFACE AND SUBSURFACE DRAINAGE SHOULD BE PERFORMEDIN ACCORDANCE WITH THE RECOMMENDATIONS BY STRUCTURAL ENGINEER. STRUCTURAL ENGINEER SHOULD BE PROVIDED AT LEAST 48 HOURS ADVANCEDNOTIFICATION OF ANY EARTHWORK OPERATIONS AND SHOULD BE PRESENT TO OBSERVE AND/OR TEST OF NECESSARY TO EARTHWORK AND FOUNDATIONINSTALLATION PHASES OF THE PROJECT.13. PROPERTY LINES ARE SHOWN FOR REFERENCE ONLY AND ADDED PER CITY/TOWN ASSESSOR’S PARCEL MAP. IF A DISCREPANCY ARISES, A BOUNDARY SURVEY SHALL BECOMPLETED BY A LICENSED SURVEYOR TO RESOLVE THE ISSUE.14. CONTRACTOR TO VISIT SITE TO CONFIRM EXISTING CONDITIONS PRIOR TO SUBMITTING BID. CONTRACTOR TO EXAMINE AND NOTE ALL EXISTING CONDITIONS AS THECHARACTER AND EXTENT OF WORK INVOLVED.15. CONTRACTOR TO REMOVE ALL OBSTRUCTIONS BOTH BELOW AND ABOVE GROUND, AS NECESSARY FOR CONSTRUCTION OF THE PROPOSED IMPROVEMENTS.16. BID IS TO BE SUBMITTED ON A LINE ITEM BASIS WITH UNIT PRICING WHERE APPLICABLE.LANDSCAPE GENERAL NOTES(N) DRIVEWAYEI AGREE TO COMPLY WITH THE REQUIREMENTS OF THEWATER EFFICIENT LANDSCAPEORDINANCE AND SUBMIT A COMPLETE LANDSCAPEDOCUMENTATION PACKAGE.SIGNATURE:DATE: 12/03/2023(N) SCREENING TREESCNEIGHBORHOOD CONCERNNOTES1. FENCE TO BE 6' GOODNEIGHBOR FENCE PLUS 2 FEET OFLATTICE2. BACK UP MIRROR3. REMOVAL OF A FEW CYPRESS4. PARKING5. PRIVACY TREES6. SAVING OF PALM IN BACK7. PROTECTION OF REDWOOD INBACK ON NEIGHBOR LOT(N) 6' WOOD GOOD NEIGHBOR FENCE + 2' LATTICEPER NEIGHBORS' REQUEST(N) 6' WOOD GOOD NEIGHBORFENCE + 2' LATTICEPER NEIGHBORS' REQUEST(N) 6' WOOD GOOD NEIGHBORFENCE + 2' LATTICEPER NEIGHBORS' REQUEST(E) PLANTING(E) PLANTING(N) LANDSCAPEBNOTE: PROTECTREDWOOD TREE AT1312 EDGEHILL DRIVE.THIS TREE IS HEALTHYAND FIRMLY ROOTED,AND NEEDS TO BEFULLY PROTECTEDDURING THE PROCESSOF CONSTRUCTION
S1. 1,530 SQ. FT.S2. 1,917 SQ. FT.S4. 592 SQ. FT.S3. 640 SQ. FT.N 27°35'00" E OHEOHEOHEOHEOHELOT
L
I
N
E
204.
2
2
'
LOT LINE 170.27'LOT LINE 115.48'LOT LINE 23.63'(E) 6" CURB(E) SIDEWALK(REPLACE)P A L O M A A V E .N 35°15'00" W56.20'S 62°25'00" E50.00'S 62°25'00" EN 5
5
°
0
8
'
0
0
"
EN 35°15'00" W144.58'N 27°35'00" ESSSSSSOHEOHEOHEOHE(E) HOUSE(REMODEL) (UNDERSEPARATE PERMIT)( 5 0 ' W I D E )SEWERMANHOLE(E) UTILITY POLE(PROTECT)(E) UTILITY POLE(PROTECT)(E) WATER METER(PROTECT)13.5013.5013.5913.6313.6610' ALLEY(REAR ACCESS IS NOT PERMITTED)(E) GAS METER(PROTECT)(E) CONC. WALL(PROTECT)(E) 3' BLOCK WALL(PROTECT)#1-7 (E) ITALIAN CYPRESS(PROTECT) NEIGHBORHOOD CONCERN:VERIFY W/ NEIGHBORHOOD ABOUTREMOVAL OF 1 OR 2 CYPRESS TREESFOR VIEW ISSUE11.3711.81(E) PLANTER(PROTECT)(N) DRIVEWAYPERVIOUS PAVERS#28 (E) LEMONWOOD(PROTECT)(E) UTILITY POLE(PROTECT)(E) UTILITY POLE(PROTECT)(E) GUYWIRE(PROTECT)(N) 6' WD. FENCE + 2'PRIVACY LATTICE(N) 6' WD. FENCE +2' PRIVACY LATTICE13.7615.0714.2714.05EL = 15.50'15'-0" REAR SETBACK15'-0" FRONT SETBACK5'-0" SIDE SETBACK 7'-0" SIDE SETBACK14'-7"(E) ELEC METER(PROTECT)(E) PORCH(PROTECT)#9 (E) JAPANESEPRIVET(REMOVE)(N)LANDSCAPE(N) HOUSEEL = 17.00'(E) UTILITY LINE(PROTECT)(E) UTILITY LINE(REMOVE)UGEUGEUGEUGE(N)UNDERGROUNDUTILITY LINE(PROPOSED)(E) PATIO20'-0"44'-0"15'-0"51'-1"40'-1"(N) ELECT METER(PROPOSED FOR (N) HOUSE)2ND FLR OUTLINE 7'-0"52'-0"56'-9"(N) LANDSCAPINGFOR PRIVACY(N) LAWN(N) DECK(N) GAR.(N) PORCH(N) WATER METER(PROPOSED FOR (N) HOUSE)16.5017.0017.0017.00(N) CARPORT6"2'-6"6'-11"9'-11"(N) ADU2EL = 17.00'4'-0
"
A
D
U
S
E
T
B
A
C
K
4'-0"4'-0"15'-6"11'-0"ROOF LINE, TYP.10' X 20' PARKING SPOT16.0017.0013.7113.6910' X 20' PARKING SPOTD.S.D.S.D.S.(N) ADU1EL = 17.00'10'-11"25'-0" BACKUP(N) DECK(N) DECK(N) DECK(N) PRIVACY HEDGES(N) PRIVACY FENCE
11'-3"(N) DECK(N) WALKWAYPERVIOUS PAVERSDUE TO SCOPE OF WORK, THE FOLLOWING MUST BE REPLACED: ALL CURB,GUTTER, DRIVEWAY AND SIDEWALK FRONTING SITE, PLUG ALL EXISTINGSANITARY SEWER LATERAL CONNECTIONS AND INSTALL A NEW 4" LATERALAND WYE TO MAIN, ALL WATER LINE CONNECTIONS TO CITY WATER MAINSFOR SERVICES OR FIRE LINE ARE TO BE INSTALLED PER CITY STANDARDPROCEDURES AND SPECIFICATION, AND ANY OTHER UNDERGROUND UTILITYWORKS WITHIN CITY'S RIGHT-OF-WAY(REPLACE)(E) CONCRETE PAVERS(REMOVE)2'-4"2'-0" FROM OVERHANGTO PROPERTY LINE2'-3"2'-0"1'-8"(E) WATER LINE(PROTECT)SSCO(E) 4" SEWER LINE(REMOVE AND REPLACE)(N) 4" SEWER LINE(PROPOSED FOR (N) HOUSE)(N) WATER LINE(PROPOSED FOR (N) HOUSE)(N) 4" SEWER LINE + C/O(N) 3/4" WATER LINE(N) 4" SEWER LINE + C/O(N) 3/4" WATER LINE(N)
W
A
L
K
W
A
Y
PE
R
V
I
O
U
S
P
A
V
E
R
SPROVIDE PROPERILLUMINATION ALONGWALKWAY, TYP.PROVIDE PROPERILLUMINATION ALONGPATHWAY LEADING TO THENEW HOUSE AND ADUS FROMTHE FRONT OF THE MAINHOUSE / PUBLIC RIGHT OF WAYPER CBC AND BURLINGAMEMUNICIPAL CODE16.0016.002'-0"(N) TREE(N) TREE(N) TREE(N) TREE(N) TREE(N) TREE(N) TREE(N) TREE16.00EL = 16.50'16.5016.50(N) TREE (N) TREE (N) TREE
16.50#8 (E) REDWOOD(PROTECT)#10 (E) ENGLISHHOLLY(REMOVE)#11 (E) MAGNOLIA(REMOVE)#12 (E) COTONEASTER(REMOVE)#13 (E) ENGLISH HOLLY(REMOVE)#14 (E) SILK OAK(PROTECT)#15 (E) SILK OAK(PROTECT)#16 (E) EUROPEANWHITE BIRCH(PROTECT)#17 (E) EUROPEAN PLUM(REMOVE)#18 (E) COMMON MYRTLE(REMOVE)#19 (E) CANARYISLAND DATE PALM(PROTECT)#20 (E) REDWOOD(PROTECT)#26 (E) EUROPEANPLUM(REMOVE)#22 (E) STIFF BOTTLEBRUSH(REMOVE)#21 (E) EDIBLE FIG(REMOVE)#23 (E) APPLE(REMOVE)#24 (E) LEMON(REMOVE)#25 (E) APPLE(REMOVE)#27 (E) SWEET BAY(REMOVE)#29 (E) LEMONWOOD(PROTECT)#30 (E) LEMONWOOD(PROTECT)#31 (E) JAPANESEPRIVET(PROTECT)(N) PLANTER10' X 20' PARKING SPOT 123OUTLINE OF (E)DETACHED GARAGENEIGHBORHOOD CONCERN:(N) BACKUP MIRROR(N) HANGOUTUGE13'-6"S4. 592 S4. 592 SQ. FT.SQ. FT.SQ. FT.SQ. FT.SQ. FT.OHE(E) UTILITY POLE(PROTECT)(N) ADU2EL = 17.00'17.00(N) DECK(N) DECK(N) PRIVACY FENCE(N) PRIVACY FENCE(N) PRIVACY FENCE(N) PRIVACY FENCE(N) PRIVACY FENCE(N) PRIVACY FENCE(N) PRIVACY FENCE(N) PRIVACY FENCE(N) PRIVACY FENCE(N) PRIVACY FENCE(N) PRIVACY FENCE(N) PRIVACY FENCE(N) PRIVACY FENCE(N) PRIVACY FENCE(N) PRIVACY FENCE(N) PRIVACY FENCE(N) PRIVACY FENCE
1'-8"16.5016.50S3. 640 SQ. FT.LO
T
L
I
N
E
LO
T
L
I
N
E
LO
T
L
I
N
E
LO
T
L
I
N
E
LO
T
L
I
N
E
LO
T
L
I
N
E
LO
T
L
I
N
E
LO
T
L
I
N
E
LO
T
L
I
N
E
LO
T
L
I
N
E
LO
T
L
I
N
E
LO
T
L
I
N
E
LO
T
L
I
N
E
LO
T
L
I
N
E
LO
T
L
I
N
E
LO
T
L
I
N
E
LO
T
L
I
N
E
LO
T
L
I
N
E
LO
T
L
I
N
E
LO
T
L
I
N
E
LO
T
L
I
N
E
LO
T
L
I
N
E
LO
T
L
I
N
E
LO
T
L
I
N
E
LO
T
L
I
N
E
LO
T
L
I
N
E
LO
T
L
I
N
E
LO
T
L
I
N
E
LO
T
L
I
N
E
LO
T
L
I
N
E
LO
T
L
I
N
E
LO
T
L
I
N
E
LO
T
L
I
N
E
LO
T
L
I
N
E
LO
T
L
I
N
E
LO
T
L
I
N
E
LO
T
L
I
N
E
LO
T
L
I
N
E
LO
T
L
I
N
E
LO
T
L
I
N
E
LO
T
L
I
N
E
LO
T
L
I
N
E
LO
T
L
I
N
E
LO
T
L
I
N
E
LO
T
L
I
N
E
LO
T
L
I
N
E
LO
T
L
I
N
E
LO
T
L
I
N
E
LO
T
L
I
N
E
LO
T
L
I
N
E
LO
T
L
I
N
E
LO
T
L
I
N
E
LO
T
L
I
N
E
LO
T
L
I
N
E
LO
T
L
I
N
E
LO
T
L
I
N
E
LO
T
L
I
N
E
LO
T
L
I
N
E
LO
T
L
I
N
E
LO
T
L
I
N
E
LO
T
L
I
N
E
LO
T
L
I
N
E
LO
T
L
I
N
E
LO
T
L
I
N
E
LO
T
L
I
N
E
LO
T
L
I
N
E
20
4
.
2
2
'
20
4
.
2
2
'
20
4
.
2
2
'
20
4
.
2
2
'
20
4
.
2
2
'
20
4
.
2
2
'
20
4
.
2
2
'
20
4
.
2
2
'
20
4
.
2
2
'
20
4
.
2
2
'
20
4
.
2
2
'
20
4
.
2
2
'
20
4
.
2
2
'
20
4
.
2
2
'
20
4
.
2
2
'
20
4
.
2
2
'
20
4
.
2
2
'
20
4
.
2
2
'
20
4
.
2
2
'
20
4
.
2
2
'
20
4
.
2
2
'
20
4
.
2
2
'
20
4
.
2
2
'
20
4
.
2
2
'
20
4
.
2
2
'
20
4
.
2
2
'
20
4
.
2
2
'
20
4
.
2
2
'
20
4
.
2
2
'
20
4
.
2
2
'
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
N
5
5
°
0
8
'
0
0
"
E
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K
4'-
0
"
A
D
U
S
E
T
B
A
C
K(N) ADU1EL = 17.00'10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"10'-11"(N) DECK(N) PRIVACY HEDGES(N) PRIVACY HEDGES(N) PRIVACY HEDGES(N) PRIVACY HEDGES(N) PRIVACY HEDGES(N) PRIVACY HEDGES(N) PRIVACY HEDGES(N) PRIVACY HEDGES(N) PRIVACY HEDGES(N) PRIVACY HEDGES(N) PRIVACY HEDGES(N) PRIVACY HEDGES(N) PRIVACY HEDGES(N) PRIVACY HEDGES(N) PRIVACY HEDGES(N) PRIVACY HEDGES(N) PRIVACY HEDGES(N) PRIVACY HEDGES(N) PRIVACY FENCE(N) DECK2'-0" FROM OVERHANGTO PROPERTY LINE(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 4" SEWER LINE + C/O(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N) 3/4" WATER LINE(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
(N)
W
A
L
K
W
A
Y
PE
R
V
I
O
U
S
P
A
V
E
R
S
PE
R
V
I
O
U
S
P
A
V
E
R
S
PE
R
V
I
O
U
S
P
A
V
E
R
S
PE
R
V
I
O
U
S
P
A
V
E
R
S
PE
R
V
I
O
U
S
P
A
V
E
R
S
PE
R
V
I
O
U
S
P
A
V
E
R
S
PE
R
V
I
O
U
S
P
A
V
E
R
S
PE
R
V
I
O
U
S
P
A
V
E
R
S
PE
R
V
I
O
U
S
P
A
V
E
R
S
PE
R
V
I
O
U
S
P
A
V
E
R
S
PE
R
V
I
O
U
S
P
A
V
E
R
S
PE
R
V
I
O
U
S
P
A
V
E
R
S
PE
R
V
I
O
U
S
P
A
V
E
R
S
PE
R
V
I
O
U
S
P
A
V
E
R
S
PE
R
V
I
O
U
S
P
A
V
E
R
S
PE
R
V
I
O
U
S
P
A
V
E
R
S
PE
R
V
I
O
U
S
P
A
V
E
R
S
PE
R
V
I
O
U
S
P
A
V
E
R
S
PE
R
V
I
O
U
S
P
A
V
E
R
S
PE
R
V
I
O
U
S
P
A
V
E
R
S
PE
R
V
I
O
U
S
P
A
V
E
R
S
PE
R
V
I
O
U
S
P
A
V
E
R
S
PE
R
V
I
O
U
S
P
A
V
E
R
S
PE
R
V
I
O
U
S
P
A
V
E
R
S
PE
R
V
I
O
U
S
P
A
V
E
R
S
PE
R
V
I
O
U
S
P
A
V
E
R
S
PE
R
V
I
O
U
S
P
A
V
E
R
S
PE
R
V
I
O
U
S
P
A
V
E
R
S
PE
R
V
I
O
U
S
P
A
V
E
R
S
PE
R
V
I
O
U
S
P
A
V
E
R
S
PE
R
V
I
O
U
S
P
A
V
E
R
S
PE
R
V
I
O
U
S
P
A
V
E
R
S
PE
R
V
I
O
U
S
P
A
V
E
R
S
PE
R
V
I
O
U
S
P
A
V
E
R
S
PE
R
V
I
O
U
S
P
A
V
E
R
S
PE
R
V
I
O
U
S
P
A
V
E
R
S
PE
R
V
I
O
U
S
P
A
V
E
R
S
PE
R
V
I
O
U
S
P
A
V
E
R
S
PE
R
V
I
O
U
S
P
A
V
E
R
S
PE
R
V
I
O
U
S
P
A
V
E
R
S
PE
R
V
I
O
U
S
P
A
V
E
R
S
PE
R
V
I
O
U
S
P
A
V
E
R
S
PE
R
V
I
O
U
S
P
A
V
E
R
S
PE
R
V
I
O
U
S
P
A
V
E
R
S
PE
R
V
I
O
U
S
P
A
V
E
R
S
PE
R
V
I
O
U
S
P
A
V
E
R
S
PE
R
V
I
O
U
S
P
A
V
E
R
S ILLUMINATION ALONGILLUMINATION ALONGPATHWAY LEADING TO THEPATHWAY LEADING TO THENEW HOUSE AND ADUS FROMNEW HOUSE AND ADUS FROMNEW HOUSE AND ADUS FROMNEW HOUSE AND ADUS FROMNEW HOUSE AND ADUS FROMNEW HOUSE AND ADUS FROMNEW HOUSE AND ADUS FROMTHE FRONT OF THE MAINTHE FRONT OF THE MAINTHE FRONT OF THE MAINTHE FRONT OF THE MAINTHE FRONT OF THE MAINHOUSE / PUBLIC RIGHT OF WAYHOUSE / PUBLIC RIGHT OF WAYHOUSE / PUBLIC RIGHT OF WAYHOUSE / PUBLIC RIGHT OF WAYHOUSE / PUBLIC RIGHT OF WAYHOUSE / PUBLIC RIGHT OF WAYHOUSE / PUBLIC RIGHT OF WAYPER CBC AND BURLINGAMEPER CBC AND BURLINGAMEPER CBC AND BURLINGAMEPER CBC AND BURLINGAMEPER CBC AND BURLINGAMEPER CBC AND BURLINGAME16.5016.50(N) PRIVACY FENCE(N) PRIVACY FENCE(N) PRIVACY FENCE(N) PRIVACY FENCE(N) PRIVACY FENCE(N) PRIVACY FENCE 2'-4"2'-4"2'-4"2'-4"16.0016.0016.0016.0016.0016.0016.0016.0015'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACKD.S.D.S.D.S.17.0017.0017.0017.0017.0017.0017.0017.0017.0017.0016.0016.0016.0016.0016.0016.0016.0016.0015'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK2'-4"2'-4"15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK2'-4"2'-4"15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACKD.S.D.S.D.S.D.S.15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK17.0017.0017.0017.0017.0017.0017.0016.0016.0016.0016.0016.0016.0016.0016.0016.0015'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK2'-4"2'-4"15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK2'-4"2'-4"15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACKD.S.D.S.D.S.D.S.15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK17.0017.0017.0017.0017.0017.0016.0016.0016.0016.0016.0016.0016.0016.0015'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK2'-4"2'-4"15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK2'-4"2'-4"15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACKD.S.D.S.D.S.D.S.15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK15'-0" REAR SETBACK02/29/2024Drawing TitleSheet Title900 Paloma Ave., Inc.900 Paloma AveBurlingame, CA 94010Muzik Design StudioAgnes Tung/Xiaoyan Sun329 Primose Road #415Burlingame, CA 94010(239) 410-9251agnesytung@gmail.comPlan Prepared byProperty Owner:1117 Wayne WaySan Mateo, CA 94403(239) 410-9251Drawing ScaleRESIDENTIALLANDSCAPEPLANPALOMA900PLANTING PLANL-2Proposed new landscape layout and planting for 900 Poloma, including screening tree along property, planting at front of existing house, and planitngbetween between ADUs.ScopePlant ListSymbolQuantityBotanical NameCommon NameSpecificationHt. x spreadWater useageNativeTreeCUP 13Cupressus sempervirensBlue Italian Cypress24" box, std. at 5' o.c. sizeto be min 8' when planted50'x5'LNoULM9Ulmus parvifolia 'Drake'Drake's Chinese elm24" box, std. size to bemin 8' when planted40'x40'MNoShrubsWES 12Westringia fruticosaCoast Rosemary5 Gal.4'x5' LNoLAV10Lavandula angustifolia 'Hidcote'Hidcote English Lavender 5 Gal.4'x4' VLNoSAL 3Salvia microphylla 'Hot Lips' Hot Lips Salvia5 Gal.4'x4' VLNoPIT6Pittosporum tenuifolium 'SilverSheen'Pittosporum Silver Sheen 15 Gal.6'x10'LNoPLA14Lomandra longifolia ‘Roma 13’Platinum Beauty Lomandra min 2 gal3'x3'LNoWEL 4Westringia fruticos 'morning light' Coast Rosemary 'Morning Light 5 gal3'x3'VLNoGroundcoverCIS 16Cistus skanbergiiPink Rockrose1 Gal.1'x3'VLNoTREECupressus sempervirensItalian CypressWater Usage: LowGrowth Rate: ModerateMature Size: 50'x5'SHRUBWestringia fruticosaCoast RosemaryWater Usage: LowGrowth Rate: FastMature Size: 4'x5'Lavandula angustifolia 'Hidcote'Hidcote LavenderWater Usage: Very LowGrowth Rate: FastMature Size: 4'x4'Total Plants: 87Very Low /Low water Plants: 78Percentage of low water used plant: 89.7 %Notes:1. All pictures references online pictures2. Water usage of plant is referred from online plant database ofBay Area Water Supply & Conservation AgencySalvia microphylla 'Hot Lips'Hot lip saviaWater Usage: Very LowGrowth Rate: FastMature Size: 4'x4'Pittosporum tenuifolium 'Silver Sheen'Silver Sheen' Pittosporum Water Usage: LowGrowth Rate: FastMature Size: 6'x10'Ulmus parvifolia 'Drake'Drake's Chinese elmWater Usage: MediumGrowth Rate: FastMature Size: 40'x40'PLANTING SCHEDULE(7) CUP(3) PLA(4) CIS(3) PLA(4) WEL(4) CIS(8) ULM2' FROM FENCE LINE(6) CUP(1) ULM(7) WES(6) PIT(5) WESLomandra longifolia ‘Roma 13’Platinum Beauty® LomandraWater Usage: LowGrowth Rate: FastMature Size: 3'x3'Westringia fruticos 'morning light'Morning light costal rosemaryWater Usage: Very LowGrowth Rate: FastMature Size: 3'x3'GROUNDCOVERCistus skanbergiiPink RockroseWater Usage: Very LowGrowth Rate: FastMature Size: 1'x3'I AGREE TO COMPLY WITH THE REQUIREMENTS OF THEWATER EFFICIENT LANDSCAPEORDINANCE AND SUBMIT A COMPLETE LANDSCAPEDOCUMENTATION PACKAGE.SIGNATURE:DATE: 12/03/2023NEIGHBORHOOD CONCERNNOTES1. FENCE TO BE 6' GOODNEIGHBOR FENCE PLUS 2 FEET OFLATTICE2. BACK UP MIRROR3. REMOVAL OF A FEW CYPRESS4. PARKING5. PRIVACY TREES6. SAVING OF PALM IN BACK7. PROTECTION OF REDWOOD INBACK ON NEIGHBOR LOT(N) 6' WOOD GOOD NEIGHBORFENCE + 2' LATTICEPER NEIGHBORS' REQUEST(N) 6' WOOD GOOD NEIGHBORFENCE + 2' LATTICEPER NEIGHBORS' REQUEST(N) 6' WOOD GOOD NEIGHBORFENCE + 2' LATTICEPER NEIGHBORS' REQUEST(3) SAL(9) LAV(10) CIS(5) PLA(3) PLANOTE: PROTECTREDWOOD TREE AT1312 EDGEHILL DRIVE.THIS TREE IS HEALTHYAND FIRMLY ROOTED,AND NEEDS TO BEFULLY PROTECTEDDURING THE PROCESSOF CONSTRUCTION
02/29/2024Drawing TitleSheet Title900 Paloma Ave., Inc.900 Paloma AveBurlingame, CA 94010Muzik Design StudioAgnes Tung/Xiaoyan Sun329 Primose Road #415Burlingame, CA 94010(239) 410-9251agnesytung@gmail.comPlan Prepared byProperty Owner:1117 Wayne WaySan Mateo, CA 94403(239) 410-9251Drawing ScaleRESIDENTIALLANDSCAPEPLANPALOMA900PLANTING DETAILAND WATERCALCL-31. PROVIDE MATCHING SIZES AND FORMS FOR EACH SPECIES FOR TREES INSTALLED IN GRID OR SPACED EQUALLY IN ROWS AS SHOWN ON DRAWINGS. ALIGN TREESACROSS ROADWAYS, DRIVES OR WALKWAYS. ADJUST SPACING AS NECESSARY.2. PROVIDE MATCHING SIZES AND FORMS FOR ALL HEDGE PLANTINGS. SPACE EQUALLY ON TRIANGULAR OR GRID SPACING AS CALLED FOR ON DETAIL. WHERE GROUNDCOVER IS SHOWN AS A HATCH, QUANTITIES ARE NOT GIVEN. PROVIDE PLANT MATERIAL TO FILL SPACE SHOWN ON DRAWINGS.3. EQUALLY SPACE VINES PLANTED IN ROWS AGAINST WALLS OR FENCES. SEE DRAWINGS FOR QUANTITY AND SPACING. REMOVE ALL VINES FROM NURSERY STAKES ANDSPREAD OUT ONTO WALL PRIOR TO ATTACHING TO SURFACE.4. PLANT NAMES ARE ABBREVIATED ON THE DRAWINGS. SEE PLANT LIST FOR KEY AND CLASSIFICATION.5. MULCH: MULCH IS TO BE 3" MINI PINE BARK. CONFIRM SELECTION WITH OWNER/PROJECT MANAGER PRIOR TO PLANTING.6. SOIL AMENDMENT: AMEND SOIL PER SOILS REPORT AND DIRECTION OF OWNER/PROJECT MANAGER. SOIL TEST LOCATION PER L.A.; A MINIMUM OF 2" OF FULLYSTABILIZED AND CERTIFIED COMPOST IS TO BE INCORPORATED IN THE TOP 12" OF SOIL.7. SLOW-RELEASE FERTILIZER TABLET: "AGRIFORM" 7 GRAM TABLETS WITH 20-10-5 (N-P-K) BY SCOTTS (800) 492-8255.8. LANDSCAPE MAINTENANCE:A. LANDSCAPE MAINTENANCE SHALL BE PROVIDED FOR (90 DAYS) AFTER PRELIMINARY ACCEPTANCE.B. QUALIFICATIONS: LANDSCAPE CONTRACTOR OR MAINTENANCE SUBCONTRACTOR SHALL HAVE A FULL TIME EMPLOYEE ASSIGNED TO THE JOB AS FOREMAN FORTHE DURATION OF THE CONTRACT. FOREMAN SHALL HAVE A MINIMUM OF FOUR (4) YEARS EXPERIENCE IN LANDSCAPE MAINTENANCE SUPERVISION, WITHEXPERIENCE OR TRAINING IN TURF MANAGEMENT, ENTOMOLOGY, PEST CONTROL, SOILS, FERTILIZERS AND PLANT IDENTIFICATION.C. MAINTENANCE CONTRACTOR TO MAINTAIN ALL PLANT MATERIALS AND IRRIGATION SYSTEM.D. CONTRACTOR TO INSTRUCT MAINTENANCE CONTRACTOR.E. LANDSCAPE MAINTENANCE CONTRACTOR SHALL SUBMIT MAINTENANCE SCHEDULE TO LANDSCAPE DESIGNER FOR APPROVAL PRIOR TO START OF LANDSCAPEMAINTENANCE PERIOD.F. AT BEGINNING OF MAINTENANCE PERIOD, VISIT AND WALK SITE WITH LANDSCAPE DESIGNER TO VERIFY SCOPE OF WORK AND UNDERSTAND EXISTING /SITECONDITIONS. NOTIFY LANDSCAPE DESIGNER FIVE (5) DAYS PRIOR TO VISIT.G. MATCH ALL MATERIALS WITH SAME MATERIALS USED IN ORIGINAL INSTALLATION.H. STERILIZE ALL TOOLS USED PRIOR TO ANY MAINTENANCE WORK.17. ALL TREES AND HEDGES ARE NOT TO BE TRIMMED IN GEOMETRIC FORMS AND ARE TO BE LEFT IN A NATURAL HABIT.18. CLOSE OUT AND MAINTENANCE MANUAL: LANDSCAPE CONTRACTOR SHALL SUBMIT A MANUAL WITH ALL MATERIALS AND PRODUCTS USED IN CONSTRUCTION ANDMAINTENANCE PERIOD. MAKE CORRECTIONS AND ADDITIONS PER DIRECTION OF LANDSCAPE DESIGNER PRIOR TO FINAL SUBMITTAL TO THE OWNER. SUBMIT LOG OFALL FERTILIZERS AND HERBICIDES WITH DATES AND RATES APPLIED DURING MAINTENANCE PERIOD. LANDSCAPE DESIGNER SHALL WALK SITE WITH CONTRACTOR ANDNOTE ALL UNSATISFACTORY WORK. UNSATISFACTORY WORK SHALL BE CORRECTED WITHIN 10 CALENDAR DAYS.Planting NotesTREE PLANTING / STAKING1N.T.S.STAKESHRUB PLANTINGN.T.S.SET CROWN OF ROOTBALL 2" ABOVEFINISH GRADE3" DEEP TAMPED EARTH WATER BASINAROUND SHRUB, FILL WITH MULCHPER SPECS.MULCH PER PLANFINISH GRADEPLANTING PIT TO BE 2"SHALLOWER THAN ROOTBALL ATCENTER, BUT DEEPER AROUNDHOLE'S EDGES TO PREVENTSETTLING. PIT TO BE TWICE THEWIDTH OF THE CONTAINER.PLANT TABLETBACKFILLSCARIFY SUBGRADE ORON-STRUCTURE SOIL MIXNOTE: FOR ON-STRUCTURE PLANTING ALLOW 1 12"MINIMUM GRAVEL LAYER OR 4" GRAVEL (TYP)LAYER WHERE GRADE ALLOWS.GRASS PLANTINGN.T.S.WEED BARRIER SEESPECIFICATIONSROOTBALL90% COMPACTEDSUBGRADE ORON-STRUCTURE SOILMIX.PLANT MATERIAL PERPLANTING PLAN3" DEEP TAMPED EARTHWATER BASIN AROUNDGRASS, FILL WITHMULCH PER SPECS.FINISH GRADEPLANT TABLETBACKFILLGROUNDCOVER SPACINGN.T.S.'INFILL' PLANT, AS REQUIRED TO MAINTAINSPACING AT IRREGULAR EDGESTYPICAL PLANT, SPACING VARIES- SEE PLANTLEGEND AND PLANS1/2 "EQUAL"(MAX.) ATEDGESEDGE OF PLANTINGNOTE:ALL GROUNDCOVER SHALL BEPLANTED AT EQUAL SPACING12"(SHRUBS)8"(GROUNDCOVER)EQUAL EQUAL
EQ
U
A
LEQUAL
2X4 REDWOOD TOP RAIL4X4 PTDF POSTS1X8 REDWOOD FENCEBOARDS, OVERLAPPINGOOD NEIGHBOR STYLE2X4 REDWOOD BOTTOM RAIL2X6 PTDF 'KICKER' BOARDAT BASE OF FENCEFOOTING (TYP)2X4 REDWOOD TOP RAIL2' LATTICE PER CITY VARIANCEAPPROVALOTHERWISE TO BE 1' LATTICE(TYP.)6 FOOT FENCE WITH LATTICEGOOD NEIGHBOR STYLE3/8" = 1'-0"