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Exhibit 12 - Development PlansFRONT YARD REAR YARD NEW CONSTRUCTIONSINGLE FAMILY HOUSE 2,580+ GARAGE 507 SF 2 ROW5' - 0"25' - 0" FRONT SETBACK24' - 10 1/2" PL TO ROOF O.H.E G 1 S200 49' 55"W PL 112.49'N660 08' 47"W PL 88.27' N200 48' 00"E PL 103.00'S720 18' 07"E PL 88.34' RIGHT OF WAY BROWNS LN 3 4 4UESIDE S.B. 8' - 0"SIDE S.B. 8' - 0"REAR S.B.20' - 0"TTL WIDTH OF I&EE & PUE10'-0"EXT. FINISH 9' - 9" PL TO PL TO EXTERIOR FINISH26' - 3 1/2"(P) ADU 385 SFUNDER SEPARATE PERMIT #169 #170 #167 UEUE UE 5 5 6 IEE5'-0"ICC PUE5'-0"C WEDGEWOOD AVEW SS SS7 4 5 W SS#168 PROPERTY LINE TO EXTERIOR FINISH46' - 0"EXTERIOR FINISH26' - 10 1/2" PL TOEXTERIOR FINISH 28' - 11" PL TO EXTERIOR FINISH 30' - 0 1/2" PL TO EXTERIOR FINISH20' - 0" PL TOEXT FINISH 8' - 3" PL TO PROJECT LOCATION WEDGEWOOD AVE WIMBLEDON DRW VA L L E Y F W YLORA DRMULBERRY DRLA RINCONADA DRBROWNS LN1. 2. 3. 4. 5. GENERAL NOTES CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF UTILITIES, SITE CONDITIONS, DIMENSIONS, STRUCTURES PRIOR TO START OF WORK.IN EVENT OF ANY DISCREPANCIES OR POTENTIAL CONFLICTS, NOTIFY THE ARCHITECT IN WRITING PRIOR TO STARTING EACH PORTION OF THE WORK.FINISH GRADE AROUND THE STRUCTURE SHALL SLOPE AWAY FROM THE FOUNDATION AT A MINIMUM OF 5% FOR AT LEAST 10 FEET FROM THE STRUCTURE. CBC 1804.4NO LANDSCAPING WILL BE INCLUDED AND FRONT YARD WILL BE MULCHED PRIOR TO BUILDING FINALPER THE TOWN'S UNDERGROUNDING REQUIREMENTS, ALL NEW, RELOCATED, OR TEMPORARILY REMOVED UTILITY SERVICES, INCLUDING TELEPHONE, ELECTRIC POWER AND ALL OTHER COMMUNICATIONS LINES SHALL BE INSTALLED UNDERGROUND. PLEASE NOTE THIS ON ALL APPLICABLE SHEETS AND CALLOUT “(N) UNDERGROUND ELECTRIC LINE TO BE INSTALLED” ON ALL SITE PLANS AND DRAWINGS THAT SHOW UTILITIESCONTRACTOR TO FIELD VERIFY RIM AND INVERT ELEVATIONS FOR ALL EXISTING AND PROPOSED GRAVITY STRUCTURES, AND EXISTING AND PROPOSED STORM DRAIN AND SANITARY SEWER PIPE DIAMETER, MATERIAL AND SLOPE. CONCRETE MULCH GRAVEL PERMEABLE PAVERS PROPERTY LINE BUILDING FOOTPRINT SETBACK CENTERLINE UNDERGROUND ELECTRICAL (E) WATER LINE (E) SEWER LINE UE CONCRETE WALKWAY RELOCATED UTILITY SERVICE TO BE UNDERGROUNDED LANDSCAPE, SHRUBS (N) PAINTED REDWOOD FENCE, 3 FT (N) PAINTED REDWOOD FENCE, 6 FT + 1 FT LATTICE DRIVEWAY MATERIAL, PAVERS/ FIRE APPARATUSAPPLICATION & COMMENT LETTER FOR SCCFD ALTERNATE MEANS OF REVIEW ATTACHED ON G005 ARTIFICIAL TURF (N)ELECTRICAL PANEL, 200 AMP GAS METER, RELOCATED (TO BE CONFIRMED W/ BLDG DEPT.) WATER METER, RELOCATED, SEE C7 CLEANOUT, SEE CIVIL PLANS SHEET C7 1 2 SITE PLAN, PROPOSED, KEYNOTES 3 SITE PLAN, PROPOSED, LEGEND 4 5 E G 6 W C W SS 7 /2 G004 /2 G004 S200 49' 55"W PL 112.49'N660 08' 47"W PL 88.27' N200 48' 00"E PL 103.00'S720 18' 07"E PL 88.34' BUILDING FOOTPRINT VEGETATED AREA PERMEABLE PAVERS DOWNSPOUT WITH SPLASH BLOCK, TYP.ATTS LAC E FO ILICENS E D ARCHIT ECTF O RNIAGORD KONW GNO RENEWAL 03/01/2013 4 0 4 53-C Flamenco Residence14341 Browns LaneLos Gatos, CA 95032SCALE AS INDICATEDR E S I D E N T I A L / C O M M E R C I A L GORDON K WONG, ARCHITECT710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95121(408) 796-1845 LIC# 34045GKW Architects.comKEVIN YU, JOSHUA LIUPROJECT REPRESENTATIVES710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95121(408)796-184508/31/2025 2/20/2025 2:42:05 PM G000 General, ProjectInfo & Site Plan,Proposed General, Project Info & Site Plan, ProposedSCOPE OF WORK PROJECT LOCATION:14341 BROWNS LN, LOS GATOS, CA 95032 APN:409-14-035 ZONING:R-1-8 GENERAL PLAN:LOW DENSITY RESIDENTIAL EXISTING USE:SINGLE FAMILY RESIDENTIAL LOT SIZE:9,502 SF CONSTRUCTION TYPE:VB - MODIFIED SPRINKLERS(ENHANCED NFPA 13D SYSTEM WILL BE INSTALLED AS A DEFERRED SUBMITTAL) MAX. HEIGHT:30 FTPROPOSED HEIGHT28 FT 6.9 IN MAX. LOT COVERAGE:40%(P) LOT COVERAGE:2,018 / 9,502 = 0.212 21.2 % < 40% {OK} (SEE A103 FOR DETAILED BREAKDOWN) MAX. F.A.R.:0.31 FOR RESIDENCE (PER LOS GATOS MUNI CODE SEC. 29.40.075)0.10 FOR ADU (PER SEC. 29.10.320)0.087 FOR GARAGE (PER SEC. 29.40.075)SETBACKS:FRONT:25 FTREAR:20 FTSIDE:8 FT FLOOR AREA BREAKDOWN:EXISTING (SINGLE STORY)(E) RESIDENCE:832 SF(E) SHED:240 SF PROPOSED (SEE A104 FOR DETAILED FLOOR AREA BREAKDOWN) (P) RESIDENCE:1ST FLOOR:1,039 SFADU:385 SF2ND FLOOR:1,541 SF(P) GARAGE:507 SF FAR CALCULATIONSMAX FAR, PRIMARY HOUSE = 0.31 x 9,502 = 2,946 SF MAX DISCOUNTED FAR, ADU = 0.10 x 9,502 = 950 SFMAX FAR, GARAGE = 0.087 x 9,502 = 827 SF(P) PRIMARY HOUSE=2,580 SF< 2,946 SF {OK} (P) ADU=385 SF< 950 SF {OK} (P) GARAGE=507 SF < 827 SF {OK} DEMOLISHEXISTING SINGLE FAMILY (SINGLE STORY RESIDENCE) 832 SF & ACCESSORY STRUCTURE / SHED 240 SFNEW CONSTRUCTIONNEW SINGLE FAMILY RESIDENCE 2,580 SF - ATTACHED ADU 385 SF, UNDER SEPARATE MINISTERIAL PERMIT- ATTACHED GARAGE 507 SF OWNER:ROBERTO FLAMENCO14341 BROWNS LN, LOS GATOS, CA 95032(831) 566-9040 | ROBEFLAMENCO@YAHOO.COM ARCHITECT:GKW ARCHITECTS INC. 710 E. MCGLINCY LN. STE 109, CAMPBELL CA 95008 (408) 315-2125 | GORDONKWONG@GKWARCHITECTS.COM CIVIL ENGINEER:CIVIO CONSULTING | NGUYEN CAM1669 FLANIGAN DRIVE, SUITE E, SAN JOSE, CA 95121(408) 568-9212 | SNGCAM@YAHOO.COM STRUCTURAL ENGINEER:WESLEY LIU, ENGINEERING, INC.7246 SHARON DRIVE #0, SAN JOSE, CA 95129(408) 973-1839 | WESLEYLIU@YAHOO.COM TITLE 24 CONSULTANT:CARSTAIRS ENERGY INC. | TIMOTHY CARSTAIRS 2238 BAYVIEW HEIGHTS DRIVE SUITE E, LOS OSOS, CA 93402(805) 904-9048 | TITLE24@YAHOO.COM FIRE PROTECTION:SURE FIRE PROTECTION | TIM GERBER JR4141 PESTANA PLACE, FREMONT, CALIFORNIA 94538(510) 766-6679 | TIM@SUREFIREPROTECTION.COM WATER:SAN JOSE WATER COMPANY ELECTRICITY:PACIFIC GAS AND ELECTRIC SANITATION:WEST VALLEY SANITATION DISTRICT PROJECT DIRECTORY FLAMENCO-MENDEZ RESIDENCE C A L I F O R N I AL O S G A T O S Sheet NumberSheet Name General G000General, Project Info & Site Plan, Proposed G001General, Notes & Site Plan, Existing G002General, Green Building Checklist 1 G003General, Green Building Checklist 2 G004General, Enlarged Site & Privacy Plan, Proposed G005General, Fire Analysis, Fire Flow Letter & AMMR G006General, Streetscape & Shadow / Sun Study Survey S1Survey, Boundary & Topographic Map Civil C1Civil, Town Notes, General Notes, Legend & Abbreviations C2Civil, Blueprint for a Clean Bay C3Civil, Demolition Plan C4Civil, Site Plan C5Civil, Grading & Drainage Plan C6Civil, Building Cross Sections C7Civil, Utility Plan C8Civil, Erosion Control Plan C9Civil, Erosion Control Details C10Civil, Construction Management Plan Architecture A100Architectural, Floor Plan & Existing Conditions A101Architectural, 1st Floor Plan, Proposed A102Architectural, 2nd Floor Plan, Proposed A103Architectural, Roof Plan, Existing & Proposed, & Area Diagram A200Architectural, Elevations, Existing & Proposed A300Architectural, Sections, Proposed A400Architectural, Exterior Material Specifications BUILDING MODEL PROJECT INFORMATION VICINITY MAP SHEET INDEX 1" = 10'-0"1 Site Plan, Proposed TABLE OF BUILDING DISTANCES FROM PROPERTY LINE REAR - WEST EXISTING - BUILDING SETBACK PROPOSED - BUILDING SETBACK 12' - 6" 20' - 0" LEFT - SOUTHRIGHT - NORTHFRONT - EAST 39' - 4 1/2" 26' - 10 1/2" 15' - 10" 8' - 3"28' - 11" 63 - 2" North 0'5' 10' 20'40' 1" = 30'-0"3 Downspout & Splashblock Diagram TABLE OF PROPOSED PERVIOUS AND IMPERVIOUS TOTAL AREA POST-PROJECT (SF) IMPERVIOUS AREA TTL NEW & REPLACED IMPERVIOUS AREA 2,896 6,606 NEW PROPOSED AREA (SF)EXISTING AREA (SF) 3,069 6,433 0 6,433 2,896 TOTAL SITE AREA 9,502 SFTOTAL SITE AREA DISTURBED= 9,502 SF REPLACED PERVIOUS AREA173 2,896 PARKING BREAKDOWN:EXISTING (G001) (E) 2 EXTERIOR SPACES PROPOSED (G000)(P) 2 INTERIOR SPACES, GARAGE Revision Schedule Number Description Date 1 Planning 2024.02.13 2 Staff Tech Rev #1 2024.07.12 3 Staff Tech Rev #2 2024.11.05 4 Staff Tech Rev #3 2025.01.06 5 Staff Tech Rev #4 2025.02.06 • ••••• 2022 CALIFORNIA BUILDING CODE 2022 CALIFORNIA RESIDENTIAL CODE2022 CALIFORNIA MECHANICAL CODE2022 CALIFORNIA PLUMBING CODE2022 CALIFORNIA ELECTRICAL CODE2022 CALIFORNIA ENERGY CODE APPLICABLE CODES THIS RESIDENCE WILL COMPLY WITH THE TOWN’S ALL ELECTRIC APPLIANCE, ELECTRIC VEHICLE AND ENERGY STORAGE SYSTEM REQUIREMENTS IN ACCORDANCE WITH TOWN CODE A SEPARATE BUILDING PERMIT IS REQUIRED FOR THE PV SYSTEM THAT IS REQUIRED BY THE CALIFORNIA ENERGY CODE PERFORMANCE OR PRESCRIPTIVE STANDARDS. THE SEPARATE PV SYSTEM PERMIT MUST BE FINALED PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY • •••• 2022 CALIFORNIA ENERGY CODE 2022 CALIFORNIA FIRE CODE 2022 CALIFORNIA GREEN BUILDING STANDARDS CODETOWN OF LOS GATOS MUNICIPAL CODEALL OTHER STATE AND LOCAL LAWS, ORDINANCES AND REGULATIONS 1.2. 3. 4.5. 6.7. 8. 9. 10. 11. CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND INSURING AREA ADJACENT TO WORK IS LEFT IN A CLEAN CONDITION.UTILIZE BEST MANAGEMENT PRACTICES (BMP'S), AS REQUIRED BY THE STATE WATER RESOURCES BOARD, FOR ANY ACTIVITY, WHICH DISTURBS SOIL.CONTRACTOR SHALL SCRAPE ALL SMOKE OR FIRE DAMAGED MEMBERS CLEAN. ANY FRAMING MEMBERS THAT LOSE MORE THAN 1/16" OF MATERIAL PER SURFACE MUST BE REPLACED OR REPAIRED. SMOKE DAMAGED MEMBERS MUST BE CLEANED AND SEALED.CONTRACTOR IS RESPONSIBLE FOR ALL TEST, INSPECTIONS AND PROCEDURAL REQUIREMENTS PER TOWN OF LOS GATOS.OPERABLE SMOKE DETECTORS MUST BE IN PLACE PRIOR TO RE-OCCUPY DWELLINGS PER TOWN OF LOS GATOS SECTION 17.20.540PLUMBING & ELECTRICAL SURVEY REQUIRED FOR METER RELEASE.ADDITIONS, ALTERATIONS OR REPAIRS SHALL CONFORM TO ANY BUILDING OR STRUCTURE WITHOUT REQUIRING THE EXISTING BUILDING OR STRUCTURE TO COMPLY WITH ALL THE REQUIREMENTS OF THE UBC, PROVIDED THE ADDITION ALTERATION OR REPAIR CONFORMS TO THAT REQUIRED FOR NEW BUILDING OR STRUCTURE PER CBC SECTION 3403.2.CONTRACTOR TO VERIFY SIZE & LOCATION OF ALL UTILITY CONNECTIONS. CONTRACTOR TO PROVIDE ALL NEW UTILITY CONNECTIONS AND/ OR UPGRADE EXISTING AS REQUIRED. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND APPROVALS AS REQUIRED BY GOVERNING AGENCIES.CONTRACTOR SHALL OBTAIN ALL NECESSARY DEMOLITION PERMITS AND APPROVALS INCLUDING ASBESTOS ABATEMENT AS PART OF THE BASE BIDPER CGBSC 301.1.1 - RESIDENTIAL BUILDINGS UNDERGOING PERMITTED ALTERATIONS, ADDITIONS OR IMPROVEMENTS SHALL REPLACE NONCOMPLIANT PLUMBING FIXTURES WITH WATER-CONSERVING PLUMBING FIXTURES. PLUMBING FIXTURES REPLACEMENT IS REQUIRED PRIOR TO ISSUNACE OF A CERTIFICATE OF FINAL COMPLETION, CERTIFICATE OF OCCUPANCY OR FINAL PERMIT APPROVAL BY THE LOCAL BUILDING DEPARTMENT.PER CGBSC 301.1.1 - WHERE ADDITION OR ALTERATION INCREASED THE BUILDING'S CONDITIONED AREA, VOLUME, OR SIZE, THE REQUIREMENTS OF CALGreen CHAPTER 4 SHALL APPLY ONLY TO AND WITHIN THE SPECIFIC AREA OF THE ADDITION OR ALTERATION. SITE PLAN & PUBLIC WORK NOTES TABLE OF EXISTING TREES CONDITION COAST REDWOOD (SEQUOIA SEMPERVIRENS) PLUM (PRUNUS DOMESTICA) FAIR GOOD CANOPY DIA. (FT)TRUNK DIA. (IN)I.D. NUMBER 167 168 35 2010 30 COAST REDWOOD (SEQUOIA SEPERVIRENS) PECAN (CARYA ILLINOINENSIS) STATUS LOCATION 169 170 8, 8 20 20 30 FAIR FAIR PROTECTED EXEMPT EXEMPT PROTECTED ADJ. PROP ADJ. PROP ADJ. PROP SUBJECT PROP 5 EXHIBIT 12 CONCRETE PAD DETAIL REFERENCE Name ElevationDATUM REFERENCEX#OR#KEY NOTE BUILDING SECTION #WALL TYPE INTERIOR ELEVATION APPROXIMATE LINE OF WORK 101ADOOR TYPE 1 REVISION A00WINDOW TYPE REMOVE ROOM TAG1.00 S200 49' 55"W PL 112.49'N660 08' 47"W PL 88.27' N200 48' 00"E PL 103.00'S720 18' 07"E PL 88.34'RIGHT OF WAY5' - 0"FRONT SETBACK25' - 0"RIGHT OF WAY FRONT YARD REAR YARD BROWNS LN 22 (E) SHED 240 SF TO BE DEMOLISHED G E OHOH(E) SINGLE FAMILY RESIDENCE 832 SF TO BE DEMOLISHED #169 SIDE S.B. 8' - 0"REAR SETBACK20' - 0"SIDE S.B. 8' - 0"PL TO EXT. FINISH10' - 6 1/2"PL TO EXT. FINISH12' - 6 1/2"39' - 4 1/2"PL. TO EXT FINISH 15' - 10 1/2" 63' - 2" 30' - 6" #170 #168 #167 TOTAL WIDTH OF I&E.E. & P.U.E.10' - 0"I&E.E & P.U.E.5' - 0"WM WEDGEWOOD AVEW SS SITE PLAN, EXISTING, KEYNOTES 1 1. NOTES CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF UTILITIES, SITE CONDITIONS, DIMENSIONS, STRUCTURES PRIOR TO START OF WORK.IN EVENT OF ANY DISCREPANCIES OR POTENTIAL CONFLICTS, NOTIFY THE ARCHITECT IN WRITING PRIOR TO STARTING EACH PORTION OF THE WORK. CONCRETE GRASS PROPERTY LINE BUILDING FOOTPRINT SETBACK CENTERLINE OVERHEAD ELECTRICAL STRUCTURES TO BE DEMOLISHED OH 2 CONCRETE WALKWAY UTILITY POLE GAS METER, SERVICE TO BE RELOCATED ELECTRICAL PANEL, TO BE UPGRADED SITE PLAN, EXISTING, KEYNOTES G E ATTS LAC E FO ILICENS E D ARCHIT ECTF O RNIAGORD KONW GNO RENEWAL 03/01/2013 4 0 4 53-C Flamenco Residence14341 Browns LaneLos Gatos, CA 95032SCALE AS INDICATEDR E S I D E N T I A L / C O M M E R C I A L GORDON K WONG, ARCHITECT710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95121(408) 796-1845 LIC# 34045GKW Architects.comKEVIN YU, JOSHUA LIUPROJECT REPRESENTATIVES710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95121(408)796-184508/31/2025 2/20/2025 2:42:09 PM G001 General, Notes &Site Plan, ExistingGeneral, Notes & Site Plan, ExistingAABVACADADDLAFFASPH B BITUMBKGBLDGBMBRBURBDRBW CCABCBCEMCFCJCLCTLCLGCONC CPT DDDR E(E)EELECEPEXT FFDNFHFIN FFFLFLUORFOCFOFFOSFRFSFSLFTGFURR ABOVEASPHALT CONCRETEAREA DRAINADDITIONALABOVE FINISH FLOORASPHALT BITUMINOUSBACKING BUILDINGBEAMBACKER RODBUILT-UP-ROOFBEDROOMBOTTOM OF WALL CABINETCATCH BASINCEMENTCUBIC FEETCONTROL JOINT CLOSETCENTERLINECEILINGCONCRETECARPET DECKDRAIN EXISTINGEAST ELECTRICALELECTRICAL PANELEXTERIOR FOUNDATIONFIRE HYDRANTFINISHFINISH FLOORFLOW LINEFLUORESCENTFACE OF CONCRETEFACE OF FINISH FACE OF STUDFIRE RATEDFLOOR SINKFIRE SPRINKLERFOOTINGFURRINGGGALVGCGLGNDGWBGYP HHDBDHDRHDWRHDWDHTRHVAC IININCANDINSULINTINV JJSTJT KKKITKP LLOCLT MMBMDFMECHMEMBMETMHMSC MTDMTL GALVANIZEDGENERAL CONTRACTORGLASS GROUNDGYPSUM WALL BOARDGYSUM HARDBOARDHEADERHARDWAREHARDWOODHEATERHEATING, VENT. & A.C. INCHINCANDESCENTINSULATIONINTERIORINVERT JOISTJOINT KIPSKITCHENKICK PLATE LOCATIONLIGHT MACHINE BOLTMEDIUM DENSITY FIBERBOARDMECHANICALMEMBRANEMETALMANHOLEMISCELLANEOUS MOUNTEDMETAL N(N)NNICNOMNPNRNTS O OAOCODOFCI OFOI PPENNPERFPERPPLPLPLASPLBGPLWDPNLPOC PPPREFABPSFPSIPTDPTRPTRWDQ QQTY R RRADRCPRDREFREFLREFRRETREGRO NEWNORTHNOT IN CONTRACTNOMINALNO PARKINGNON-RATEDNOT TO SCALE OVERALL ON CENTEROUTSIDE DIAMETER/ DIMENSIONOWNER FURNISHED CONTRACTOR INSTALLEDOWNER FURNISHED OWNER INSTALL PENETRATIONPERFORATEDPERPENDICULARPLATEPROPERTY LINEPLASTER PLUMBINGPLYWOODPANELPOINT OF CONNECTIONPERMEABLE PAVERSPREFABRICATEDPOUNDS PER SQUARE FOOTPOUNDS PER SQUARE INCHPAINTEDPRESSURE TREATEDPRESSURE TREATED WOOD QUANTITY REVEAL OR RISERRADIUSREINFORCED CONCRETE PIPEROOF DRAINREFERENCEREFLECTEDREFRIGERATORRETAINING OR RETARDANTREGISTERROUGH OPENING ABBREVIATIONS S SCDSCHDSDSECTSEDSFSHRSHTSHTGSIMSJSL SLDSMSMDSOFSOGSPDSPEC/SSQSSSSDSTCSTDSTL STORSTRLSY TT&B T&GTCTOCTOPTOSTRDTW UULUTIL V VCPVERTVTR W WWCWDWDWW/OWPWPTWR SEE CIVIL DRAWINGS SCHEDULESTORM DRAINSECTIONSEE ELECTRICAL DRAWINGSSQUARE FOOT OR FEET SHOWERSHEETSHEATHINGSIMILARSEISMIC JOINTSEALANTSEE LANDSCAPE DRAWINGSSHEET METALSEE MECHANICAL DRAWINGSSOFFITSLAB ON GRADESEE PLUMBING DRAWINGSSPECIFICATION SQUARESANITARY SEWERSEE STRUCTURAL DRAWINGSSOUND TRANSMISSION COEFFICIENTSTANDARDSTEELSTORAGESTRUCTURALSQUARE YARD TOP AND BOTTOMTONGUE AND GROOVETOP OF CURBTOP OF CONCRETETOP OF PAVINGTOP OF STEELTREADTOP OF WALL UNDERWRITERS LABORATORIESUTILITIES VITREOUS CLAY PIPEVERTICALVENT THROUGH ROOF WEST OR WIDTHWATER CLOSETWOODWINDOWWITHOUTWATER PROOFWORKING POINTWATER RESISTANT GRAPHIC SYMBOLS 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16.17. IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND SUBCONTRACTORS TO CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS INDICATED ON THESE DRAWINGS AND MAKE KNOWN ANY DISCREPANCIES PRIOR TO COMMENCING THEIR WORK.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS INCLUDING BUT NOT LIMITED TO NATIONAL, CITY, STATE, LOCAL CODES AND ORDINANCES WHICH MAY BE IN EFFECT. ALL MATERIALS, INSTALLATION PROCEDURES AND PLANS SHALL BE APPROVED BY ALL APPLICABLE CODE ENFORCEMENT AUTHORITIES HAVING JURISDICTION, AND IT SHALL BE THE CONTRACTOR;S RESPONSIBILITY TO OBTAIN AND PAY FOR ALL NECESSARY PERMITS AND APPROVALS FOR THE WORK.THESE DRAWINGS ARE INTENDED FOR USE IN A NEGOTIATED CONSTRUCTION CONTRACT AND THEREFORE, MAY NOT SPECIFICALLY DETAIL OR SPECIFY MATERIAL AND / OR MANUFACTURERS. THE CONTRACTOR SHALL PROVIDE ALL SAMPLES AND OR CUTS AS REQUIRED TO ASSIST OWNER OR HIS AGENT IN MAKING MATERIAL SELECTIONS. FOR THE PURPOSE OF ESTIMATING, THE CONTRACTORS SHALL USE THE MATERIALS SELECTED BY THE OWNER, OR IN ABSENCE OF SAME. SHALL PROVIDE AN ALLOWANCE AMOUNT AND SO CONDITION ANY COST ESTIMATE. ALL MATERIALS SPECIFIED IN THESE DRAWINGS SHALL BE INCLUDED IN SUCH ESTIMATE.NO GUARANTEE OF QUALITY OF CONSTRUCTION IS IMPLIED OR INTENDED BY THE ARCHITECTURAL DOCUMENTS, AND THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY OR ALL CONSTRUCTION DEFICIENCIES.THE GENERAL CONTRACTOR SHALL HOLD HARMLESS, INDEMNIFY AND DEFEND THE ARCHITECT FROM ANY ACTION INITIATED BY THE OWNER OR ANY SUBSEQUENT OWNERS FOR CONSTRUCTION DEFICIENCIES, MODIFICATIONS OR SUCH CONDITIONS WHICH MAY BE BEYOND THE CONTROL OF THE ARCHITECT.ALL WORK SHALL COMPLY WITH AND RECORD THE CONDITIONS OF ALL EXISTING SITE IMPROVEMENTS INCLUDING PAVED AREAS. THE GENERAL CONTRACTOR SHALL MAKE KNOWN ALL EXISTING DAMAGED OR DISREPAIR ITEMS AND CONDITIONS THAT MAY WORSEN DUE TO THE CONSTRUCTION. ALL ITEMS IN GOOD CONDITION SHALL BE MAINTAIN IN THEIR PRESENT CONDITION AND ANY REPAIR OR DAMAGE WHICH OCCURS DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.CONTRACTOR SHALL THOROUGHLY EXAMINE THE SITE AND SATISFY HIM OR HERSELF AS OF THE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED. THE CONTRACTOR SHALL VERIFY AT THE SITE ALL MEASUREMENTS AFFECTING HIS OR HER WORK AND SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF SAME. NO EXTRA COMPENSATION WILL BE ALLOWED TO THE CONTRACTOR FOR THE EXPENSES DUE TO HIS OR HER NEGLECT TO EXAMINE OR FAILURE TO DISCOVER CONDITIONS WHICH MAY AFFECT HIS OR HER WORK.ALL WORK SHALL BE COORDINATED WITH THE STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, ARCHITECTURAL, FIRE PROTECTION AND LIGHTING DRAWINGS APPLYING TO THIS PROJECT PRIOR TO SUBMITTING SHOP DRAWINGS FOR FABRICATION APPROVAL.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH ALL INVOLVED PARTIES AND PREPARE SHOP DRAWINGS.ALL NEW INTERIOR PAINT COLOR, FLOOR, WALLS AND CEILING FINISHES SHALL BE SELECTED BY OWNER AT THE TIME WHEN IT IS NECESSARY FOR THE COMPLETION OF THE PROJECT.THE CONTRACTOR SHALL PERFORM ALL CUTTING AND PATCHING REQUIRED TO COMPLETE THE WORK OR TO MAKE ITS PARTS FIT TOGETHER PROPERLY WITHOUT COMPROMISING THE QUALITY OF THE WORK.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE BRACING, SHORING, AND PROTECTING ALL WORK DURING CONSTRUCTION, AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTIONS, AND OFF ALIGNMENTS ACCORDING TO CODES AND STANDARDS OF GOOD PRACTICE.ALL PUBLIC IMPROVEMENTS SHALL BE MADE IN ACCORDANCE WITH THE LATEST ADOPTED CITY STANDARDS. THE STORING OF GOOD AND MATERIALS ON SIDEWALK AND/ OR STREET SHALL NOT BE ALLOWED UNLESS THE CONTRACTOR HAS APPLIED AND SECURED A SPECIAL PERMIT WHICH ALLOW SUCH STORAGE TO BE PLACED.OWNERSHIP OF DRAWINGS: THESE DRAWINGS ARE THE PROPERTY OF GKW ARCHITECTS -- GORDON WONG, ARCHITECT, THE DRAWINGS SHALL NOT BE USED FOR ANY OTHER PURPOSE EXCEPT AS APPROVED BY THE ARCHITECT.LIMITATION OF THE WORK: THE LIMITS OF THE WORK ARE ESTABLISHED BY THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING TRADESMEN WITH THESE LIMITS.ANY EXISTING TO REMAIN SHALL BE IN GOOD CONDITION PRIOR TO THE PLANNING FINAL INSPECTION.NEW LANDSCAPING SHALL COMPLY WITH STATE WATER EFFICIENCY STANDARDS. GENERAL NOTES 1" = 10'-0"1 Site Plan, Existing 0'5' 10' 20'40' TABLE OF EXISTING TREES CONDITION COAST REDWOOD (SEQUOIA SEMPERVIRENS) PLUM (PRUNUS DOMESTICA) FAIR GOOD CANOPY DIA. (FT)TRUNK DIA. (IN)I.D. NUMBER 167 168 35 2010 30 COAST REDWOOD (SEQUOIA SEPERVIRENS) PECAN (CARYA ILLINOINENSIS) STATUS LOCATION 169 170 8, 8 20 20 30 FAIR FAIR PROTECTED EXEMPT EXEMPT PROTECTED ADJ. PROP ADJ. PROP ADJ. PROP SUBJECT PROP North Revision Schedule Number Description Date 2 Staff Tech Rev #1 2024.07.12 ATTS LAC E FO ILICENS E D ARCHIT ECTF O RNIAGORD KONW GNO RENEWAL 03/01/2013 4 0 4 53-C Flamenco Residence14341 Browns LaneLos Gatos, CA 95032SCALE AS INDICATEDR E S I D E N T I A L / C O M M E R C I A L GORDON K WONG, ARCHITECT710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95121(408) 796-1845 LIC# 34045GKW Architects.comKEVIN YU, JOSHUA LIUPROJECT REPRESENTATIVES710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95121(408)796-184508/31/2025 2/20/2025 2:42:18 PM G002 General, GreenBuilding Checklist1General, Green Building Checklist 1Revision Schedule Number Description Date ATTS LAC E FO ILICENS E D ARCHIT ECTF O RNIAGORD KONW GNO RENEWAL 03/01/2013 4 0 4 53-C Flamenco Residence14341 Browns LaneLos Gatos, CA 95032SCALE AS INDICATEDR E S I D E N T I A L / C O M M E R C I A L GORDON K WONG, ARCHITECT710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95121(408) 796-1845 LIC# 34045GKW Architects.comKEVIN YU, JOSHUA LIUPROJECT REPRESENTATIVES710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95121(408)796-184508/31/2025 2/20/2025 2:42:27 PM G003 General, GreenBuilding Checklist2General, Green Building Checklist 2Revision Schedule Number Description Date 8' - 0"PER PLAN1' - 0"LATTICE1' - 0"6' - 0" OR 3' - 0" (AS INDICATED ON PLAN)4X4 POST W/ MITER CUT 2X10 PRESSURE TREATED KICKER W/ LAG SCREWS 1X8 BOARDS W/ 1" OVERLAP (8",6" PATTERN) 1X2 LATTICE (2) 1X2 SANDWICHED TOP STRINGER 2X4 TOP CAP POSTS SET IN CONCRETE 12" X 24" W/ MIN. 6" GRAVEL FOOT & BITUTHENE WRAP (2) 1X2 SANDWICHED BOTTOM STRINGER 1.2. NOTES: ALL MATERIAL TO BE ROUGH CON-HEART REDWOOD UNLESS STATEDFASTENERS TO BE GALVANIZED SCREWS FOR STRINGERS & GALVANIZED FINISHING NAILS FOR NAILING & FENCE BOARDS PROPERTY LINELINE O F S I G H T30.00°REQUIRED REAR SETBACK 20' - 0"SETBACK LINE6' - 0"14341 BROWNS LANE 2ND FLOOR BALCONY SETBACK 31' - 2" EXISTING PLUM TREERAILING46" BUILDING EXTERIOR SETBACK 28' - 3 1/2" 5 A103 PL 148.89' PL 169.75'WEDGEWOOD AVEPL 150.00' PL 150.00' PL 119.75'PL 53.50'PL 92.00'PL 70.00'PL 53.50'PL 113.00'PL 114.00'PL 67.21'PL 118.75' 14331 BROWNS LANE409-14-036 1 STORY14341 BROWNS LANE 409-14-035 14340 BROWNS LANE409-14-0101 STORY 14330 BROWNS LANE409-14-0111 STORY 17291 WEDGEWOOD AVE409-14-013 2 STORY 17311 WEDGEWOOD AVE409-14-0141 STORY 17275 WEDGEWOOD AVE409-14-0091 STORY 14344 RINCONADA DR409-14-0191 STORY 14330 RINCONADA DR409-14-0201 STORY PL 102.99' BROWNS LN20' - 0"20' - 0" CURB TO C U R B 30' - 4" 14361 BROWNS LANE409-14-0351 STORY BROWNS LANE10' - 0"4 G004 FRONT SB25' - 0"SIDE SB 8' - 0"REAR SB20' - 0"SIDE SB 8' - 0" DIST PL 11' - 5" FRONT S B 25' - 0"REAR SB20' - 0"SIDE SB 8' - 0"FRONT SB25' - 0"DIST PL 8' - 0" FRONT S B 25' - 0"REAR SB 20' - 0"SIDE SB8' - 0"SIDE SB8' - 0"REAR SB 20' - 0"SIDE SB8' - 0"SIDE SB8' - 0"REAR SB20' - 0"REAR SB20' - 0"WM W WM WM WM SSSSWSSWSSWSSW SS W C SSE G UEUEUE UE SS2 G004 Sim FRONT SB25' - 0"FRONT SB25' - 0"SIDE SB 8' - 0" SIDE SB 8' - 0"SIDE SB 8' - 0" SIDE SB 8' - 0" SIDE SB 8' - 0" SIDE SB 8' - 0"SIDE SB 8' - 0" REAR SB 20' - 0" FRONT S B 25' - 0" #169 #170 #167 #168 OHOH213' - 3/4"TO EXTERIOR WALL OF RESIDENCE195' - 1/2"TO EXTERIOR WALL OF RESIDENCE3 FT FENCE6 FT FENCE6 FT FENCE 3 FT FENCE6 FT FENCE6 FT FENCE PROPERTY LINE BUILDING FOOTPRINT SETBACK CENTERLINE (P) UNDERGROUND UTILITIES (E) WATER LINE (E) SEWER LINE (E) OVERHEAD LINE, TO BE REMOVED (E) SEWER MANHOLE (E) WATER METER, TO BE RELOCATED UE (N) ELECTRICAL PANEL, 200 AMP GAS METER, RELOCATED (TO BE CONFIRMED W/ BLDG DEPT.) RELOCATED WATER METER, REFER TO C4 CLEANOUT, SEE CIVIL PLANS SHEET C7 ENLARGED SITE PLAN, KEYNOTES ENLARGED SITE PLAN, LEGEND E G W C W SS SS WM OH 14344 RINCONADA DREXTERIOR WALL238' - 11 1/2" BALCONY TO EXTERIOR WALL OF RESIDENCE ATTS LAC E FO ILICENS E D ARCHIT ECTF O RNIAGORD KONW GNO RENEWAL 03/01/2013 4 0 4 53-C Flamenco Residence14341 Browns LaneLos Gatos, CA 95032SCALE AS INDICATEDR E S I D E N T I A L / C O M M E R C I A L GORDON K WONG, ARCHITECT710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95121(408) 796-1845 LIC# 34045GKW Architects.comKEVIN YU, JOSHUA LIUPROJECT REPRESENTATIVES710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95121(408)796-184508/31/2025 2/20/2025 2:42:32 PM G004 General, EnlargedSite & PrivacyPlan, Proposed General, Enlarged Site & Privacy Plan, Proposed 1/2" = 1'-0"2 Typ. Fence Detail 1/8" = 1'-0"4Sight-line & Privacy Digram - Balcony 1/16" = 1'-0"1Neighborhood Plan - Utilities & Setbacks North0'8' 16' 32'64' 0'1' 2'4'0'4' 8' 16'32' Revision Schedule Number Description Date 1 Planning 2024.02.13 3 Staff Tech Rev #2 2024.11.05 4 Staff Tech Rev #3 2025.01.06 5 Staff Tech Rev #4 2025.02.06 5 PL 88.27'PL 88.35'PL 102.98' PL 112.51'PL 89.22'PL 148.89' PL 169.75'WEDGEWOOD AVEPL 150.00' PL 150.00'PL 60.50'PL 68.00'PL 132.00' PL 119.75' PL 119.75'PL 60.50'PL 53.50'PL 92.00'PL 70.00'PL 53.50'PL 113.00'PL 114.00'PL 108.00'PL 67.21'PL 118.75' PL 138.30' PL 54.00'PL 94.00' PL 81.19'PL 81.47'PL 81.87' 14331 BROWNS LANE409-14-036 1 STORY14341 BROWNS LANE409-14-035 14340 BROWNS LANE409-14-0101 STORY 14330 BROWNS LANE409-14-0111 STORY 17291 WEDGEWOOD AVE 409-14-013 2 STORY 17311 WEDGEWOOD AVE 409-14-0141 STORY 17275 WEDGEWOOD AVE409-14-009 1 STORY 17265 WEDGEWOOD AVE 409-14-0082 STORY 14344 RINCONADA DR409-14-0191 STORY 14330 RINCONADA DR409-14-0201 STORY 14314 RINCONADA DR 409-14-0412 STORYPL 65.50'PL 266.68'PL 266.68'PL 262.93'PL 112.52'PL 88.27'PL 102.99'PL 88.35'BROWNS LN153'82'15'65'32' 97' 17323 WEDGEWOOD AVE409-14-0151 STORY 100' - 11" 20' - 0" 2 0' - 0" CURB TO C U R B30' - 4" G005 2 Sim 17291 WEDGEWOOD AVE1 STORY BROWNS LANE10' - 0"LEGEND FIRE HOSE PULL FIRE HYDRANT FIRE TURNAROUND PER CFC SEC. 503 & SCCFD SDS D-1 00 ' 00 "14341 BROWNS LANE S200 49' 55"W PL 112.49'N660 08' 47"W PL 88.27' N200 48' 00"E PL 103.00'S720 18' 07"E PL 88.34' RIGHT OF WAY BROWNS LN12' - 0"20' - 0"40' - 0"50' - 0"R 2 0 ' - 0 " 70' - 0" BUILDING FOOTPRINT AREA SHALL SUPPORT 75,000 LBS TURNAROUND SHALL BE UNOBSTRUCTED 6' - 11"ATTS LAC E FO ILICENS E D ARCHIT ECTF O RNIAGORD KONW GNO RENEWAL 03/01/2013 4 0 4 53-C Flamenco Residence14341 Browns LaneLos Gatos, CA 95032SCALE AS INDICATEDR E S I D E N T I A L / C O M M E R C I A L GORDON K WONG, ARCHITECT710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95121(408) 796-1845 LIC# 34045GKW Architects.comKEVIN YU, JOSHUA LIUPROJECT REPRESENTATIVES710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95121(408)796-184508/31/2025 2/20/2025 2:42:39 PM G005 General, FireAnalysis, FireFlow Letter &AMMR General, Fire Analysis, Fire Flow Letter & AMMRADJACENT NEIGHBORHOOD ANALYSIS 14330 BROWNS BUILDING HEIGHT (FT) 17 FT # OF STORIES 1 14340 BROWNS 15 FT 1 14331 BROWNS 16 FT 1 ADDRESS COMMENTS 14341 BROWNS 28.7 FT 2 26.5 FT 217265 WEDGEWOOD 1" = 30'-0"1 Site Analysis & Neighborhood Plan 17275 WEDGEWOOD 17291 WEDGEWOOD 17311 WEDGEWOOD 14.5 FT 1 28 FT 2 21 FT 1 14314 RINCONADA 29 FT 2 14330 RINCONADA 16.5 FT 1 14344 RINCONADA 16.5 FT 1 *PROPERTIES IN GRAY ARE GIVEN LESS EMPHASIS DUE TO PROXIMITY TO SITE 1/16" = 1'-0"2 Fire Turnaround 0'8' 16' 32'64'North Revision Schedule Number Description Date 1 Planning 2024.02.13 2 Staff Tech Rev #1 2024.07.12 3 Staff Tech Rev #2 2024.11.05 7:27 PM June 21 4:53 AM 9:00 AM W S E N 14331 BROWNS LANE 14330 BROWNS LANE 14340 BROWNS LANE 17265 WEDGEWOOD AVE 17275 WEDGEWOOD AVE 14341 BROWNS 17291 WEDGEWOOD AVE 7:27 PM June 21 4:53 AM 12:00 PM W S E N 14331 BROWNS LANE 14330 BROWNS LANE 14340 BROWNS LANE 17265 WEDGEWOOD AVE 17275 WEDGEWOOD AVE 14341 BROWNS 17291 WEDGEWOOD AVE 7:27 PM June 21 4:53 AM 3:00 PM W S E N 14331 BROWNS LANE 14330 BROWNS LANE 14340 BROWNS LANE 17265 WEDGEWOOD AVE 17275 WEDGEWOOD AVE 14341 BROWNS 17291 WEDGEWOOD AVE 4:49 PM December 217:23 AM 9:00 AM W S E N 14331 BROWNS LANE 14330 BROWNS LANE 14340 BROWNS LANE 17265 WEDGEWOOD AVE 17275 WEDGEWOOD AVE 17291 WEDGEWOOD AVE 14341 BROWNS 4:49 PM December 217:23 AM 12:00 PM W S E N 14331 BROWNS LANE 14330 BROWNS LANE 14340 BROWNS LANE 17265 WEDGEWOOD AVE 17275 WEDGEWOOD AVE 14341 BROWNS 17291 WEDGEWOOD AVE 4:49 PM December 217:23 AM 3:00 PM W S E N 14331 BROWNS LANE 14330 BROWNS LANE 14340 BROWNS LANE 17265 WEDGEWOOD AVE 17275 WEDGEWOOD AVE 14341 BROWNS 17291 WEDGEWOOD AVE GRADE0' - 0" (E) T.O.P9' - 4" T.O.R28' - 6 31/32" (E) T.O.R17' - 0 3/32"PROPOSED HEIGHT28' - 7"17291 WEDGEWOOD28' - 0"17291 WEDGEWOOD AVE 14341 BROWNS LN 14331 BROWNS LN Max Bldg Height30' - 0" 17291 WEDGEWOOD AVE UNDER CONSTRUCTION 2-STORY RESIDENCE @ 17291 WEDGEWOOD AVE 17291 WEDGEWOOD13' - 5 1/2"EXISTING ELEVATION17311 WEDGEWOOD20' - 9"14331 BROWNS16' - 0 1/2"GRADE0' - 0" (E) T.O.P9' - 4" T.O.R28' - 6 31/32" (E) T.O.R17' - 0 3/32" Max Bldg Height30' - 0"PROPOSED HEIGHT28' - 7"14330 BROWNS LN14340 BROWNS LN 17275 WEDGEWOOD AVE PROPOSED OUTLINE OF REAR-EAST ELEVATION @ 14341 BROWNS LN 17275 WEDGEWOOD14' - 3"14330 BROWNS17'-2 1/2"EXISTING ELEVATION14340 BROWNS 14' - 10 1/2"14361 BROWNS LN17291 WEDGEWOOD AVE (TAKEN FROM BROWNS LN)14331 BROWNS LN 14330 BROWNS LN 14340 BROWNS LN 17275 WEDGEWOOD AVE (TAKEN FROM WEDGEWOOD)ATTS LAC E FO ILICENS E D ARCHIT ECTF O RNIAGORD KONW GNO RENEWAL 03/01/2013 4 0 4 53-C Flamenco Residence14341 Browns LaneLos Gatos, CA 95032SCALE AS INDICATEDR E S I D E N T I A L / C O M M E R C I A L GORDON K WONG, ARCHITECT710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95121(408) 796-1845 LIC# 34045GKW Architects.comKEVIN YU, JOSHUA LIUPROJECT REPRESENTATIVES710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95121(408)796-184508/31/2025 2/20/2025 2:43:02 PM G006 General,Streetscape &Shadow / SunStudyGeneral, Streetscape & Shadow / Sun Study1 Summer Solstice Study, 9 AM2Summer Solstice Study, 12 PM3Summer Solstice Study, 3 PM 4 Winter Solstice Study, 9 AM5Winter Solstice Study, 12 PM6Winter Solstice Study, 3 PM 1/16" = 1'-0"7Streetscape, Along Subject Property, West 1/16" = 1'-0"8Streetscape, Across Subject Property, East ADJACENT NEIGHBORHOOD ANALYSIS 14330 BROWNS BUILDING HEIGHT (FT) 17 FT # OF STORIES 1 14340 BROWNS 15 FT 1 14331 BROWNS 16 FT 1 ADDRESS COMMENTS 14341 BROWNS 28.6 FT 2 26.5 FT 217265 WEDGEWOOD 17275 WEDGEWOOD 17291 WEDGEWOOD 14.5 FT 1 28 FT 2 Revision Schedule Number Description Date 3 Staff Tech Rev #2 2024.11.05 Email: koenw@wilsonlandsurveys.com www.wilsonlandsurveys.com SCOPE OF WORK1.GRADE DRIVEWAY, HOUSE SITE2.PAVE DRIVEWAY & WALKWAY3.SEED/LANDSCAPE ALL DISTURBED AREASSHEET INDEXC1.TOWN NOTES, GENERAL NOTES,LEGEND & ABBREVIATIONSC2.BLUEPRINT FOR A CLEAN BAY SHEETC3. DEMOLITION PLANC4.GRADING AND DRAINAGE PLANC5.BUILDING CROSS SECTIONS AND IMPERVIOUS AREA EXHIBITSC6.EROSION CONTROL PLANC7.EROSION CONTROL DETAILSC8.CONSTRUCTION MANAGEMENT PLANABAGGREGATE BASEACASPHALT CONCRETEA/CAIR CONDITIONERADAREA DRAINAEANCHOR EASEMENTBB BUBBLER BOXBLDGBUILDINGBSL BUILDING SETBACK LINEBW BACK OF WALKBWL BOTTOM OF WALLCATVCABLE TELEVISIONCEDCOBBLE ROCK ENERGY DISSIPATORCG CURB & GUTTERCLCENTERLINECLFCHAIN LINK FENCECO SANITARY SEWER CLEANOUTCOP CURB OPENINGCONC CONCRETECSDCOUNTY STANDARD DETAILDE DRAINAGE EMITTERDI DRAINAGE INLETDOCDOCUMENTDS DOWNSPOUTDWYDRIVEWAYEAEASEMENTELEV ELEVATIONEM ELECTRIC METERE(OH) ELECTRIC OVERHEADE(UG) ELECTRIC UNDERGROUNDEP EDGE OF PAVEMENTEVELECTRIC VAULTEX EXISTINGFC FACE OF CURBFD FOUNDFF FINISH ELEVATION OF SUBFLOORFG GROUND FINISH GRADEFH FIRE HYDRANTFLFLOW LINEFMFORCED MAINFSFIRE SERVICEFTFEETG GARAGE SLAB ELEVATION/GAS LINEGPEGENERAL PUBLIC EASEMENTGSBGRADING SETBACKGM GAS METERHP HI POINTIEEINGRESS/EGRESS EASEMENTINV INVERTIPIRON PIPEJPJOINT POLELIP LIP OF GUTTERLRDALEAST RESTRICTIVEDEVELOPMENT AREALS LANDSCAPED AREAMAX MAXIMUMMBOOK OF MAPS AT PAGEMHMANHOLEMIN MINIMUMN&S NAIL AND SILVERNTS NOT TO SCALEOH OVERHEADOG ORIGINAL GROUNDOSOFFSETPPAVEMENT FINISH GRADEPA PATIOPAD PAD ELEVATIONFDCFIRE DEPARTMENT CONNECTIONPL PROPERTY LINEPEE PEDESTRIAN EQUESTRIAN EAPERF PERFORATEDPMPARCEL MAPPP POWER POLE PROP PROPOSEDPSDEPRIVATE STORM DRAINAGE EASEMENTPSE PUBLIC SERVICE EASEMENTPUE PUBLIC UTILITY EASEMENTPVMT PAVEMENTPVC POLYVINYL CHLORIDER RADIUSRW RETAINING WALLREROAD EASEMENTREM REMOVER/W RIGHT OF WAYSBSETBACKSD STORM DRAINSDE STORM DRAIN EASEMENTSE SLOPE EASEMENTSS SANITARY SEWER/LATERALSSE SANITARY SEWER EASEMENTSTA STATIONSTD STANDARD DETAILSW SIDEWALKTOB TOP OF BANKTC TOP OF CURBTEMP TEMPORARYTOC TOP OF COVERTOETOE OF BANKTG TOP OF GRATETPF TREE PROTECTION FENCETW TOP OF WALLTYP TYPICALUEUTILITY EASEMENTVG VALLEY GUTTERW WATERWCE WIRE CLEARANCE EASEMENTWEWATER EASEMENTWLK WALKWAYWM WATER METERWOE WIRE OVERHANG EASEMENTWV WATER VALVEWVSDWEST VALLEY SANITATION DISTRICTOF SANTA CLARA COUNTYABBREVIATIONSGRADING AND DRAINAGE PLANS14341 BROWNS LANE, LOS GATOS, CA 95032GRADING PERMIT APPLICATION NO. .ASSESSOR'S PARCEL NO. 409-14-035TOWN OF LOS GATOS STANDARD GRADING NOTES1.ALL WORK SHALL CONFORM TO CHAPTER 12 OF THE CODE OF THE TOWN OF LOS GATOS, THEADOPTED CALIFORNIA BUILDING CODE AND THE LATEST EDITION OF THE STANDARDSPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION EXCEPT AS SPECIFIED OTHERWISE ON THESEPLANS AND DETAILS.2.NO WORK MAY BE STARTED ON-SITE WITHOUT AN APPROVED GRADING PLAN AND A GRADINGPERMIT ISSUED BY THE TOWN OF LOS GATOS, PARKS AND PUBLIC WORKS DEPARTMENTLOCATED AT 41 MILES AVENUE, LOS GATOS, CA 95030.3.A PRE-JOB MEETING SHALL BE HELD WITH THE TOWN ENGINEERING INSPECTOR FROM THE PARKSAND PUBLIC WORKS DEPARTMENT PRIOR TO ANY WORK BEING DONE. THE CONTRACTOR SHALLCALL THE INSPECTIONS LINE AT (4080 399-5771 AT LEAST FORTY-EIGHT (48) HOURS PRIOR TOANY GRADING OR ONSITE WORK. THIS MEETING SHOULD INCLUDE:a.A DISCUSSION OF THE PROJECT CONDITIONS OF APPROVAL, WORKING HOURS, SITEMAINTENANCE AND OTHER CONSTRUCTION MATTERS;b.ACKNOWLEDGEMENT IN WRITING THAT CONTRACTOR AND APPLICANT HAVE READ ANDUNDERSTAND THE PROJECT CONDITIONS OF APPROVAL, AND WILL MAKE CERTAIN THAT ALLPROJECT SUB-CONTRACTORS HAVE READ AND UNDERSTAND THEM PRIOR TO COMMENCINGWORK AND THAT A COPY OF THE PROJECT CONDITIONS OF APPROVAL WILL BE POSTED ONSITE AT ALL TIMES DURING CONSTRUCTION.4.APPROVAL OF PLANS DOES NOT RELEASE THE DEVELOPER OF THE RESPONSIBILITY FOR THECORRECTION OF MISTAKES, ERRORS, OR OMISSIONS CONTAINED THEREIN. IF, DURING THE COURSEOF CONSTRUCTION OF THE IMPROVEMENTS, PUBLIC INTEREST AND SAFETY REQUIRES AMODIFICATION OR DEPARTURE FROM THE TOWN SPECIFICATIONS OR THESE IMPROVEMENT PLANS,THE TOWN ENGINEER SHALL HAVE FULL AUTHORITY TO REQUIRE SUCH MODIFICATION ORDEPARTURE AND TO SPECIFY THE MANNER IN WHICH THE SAME IS TO BE MADE.5.APPROVAL OF THIS PLAN APPLIES ONLY TO THE GRADING, EXCAVATION, PLACEMENT, ANDCOMPACTION OF NATURAL EARTH MATERIALS. THIS APPROVAL DOES NOT CONFER ANY RIGHTSOF ENTRY TO EITHER PUBLIC PROPERTY OR THE PRIVATE PROPERTY OF OTHERS AND DOES NOTCONSTITUTE APPROVAL OF ANY OTHER IMPROVEMENTS.6.EXCAVATED MATERIAL SHALL BE PLACED IN THE FILL AREAS DESIGNATED OR SHALL BE HAULEDAWAY FROM THE SITE TO BE DISPOSED OF AT APPROVED LOCATION(S).7.IT SHALL BE THE RESPONSIBILITY OF THE PERMITTEE OR CONTRACTOR TO IDENTIFY, LOCATE ANDPROTECT ALL UNDERGROUND FACILITIES. PERMITTEE OR CONTRACTOR SHALL NOTIFY USA(UNDERGROUND SERVICE ALERT) AT 1-800-227-2600 A MINIMUM OF FORTY-EIGHT (48) HOURSBUT NOT MORE THAN FOURTEEN (14) DAYS PRIOR TO COMMENCING ALL WORK.8.ALL GRADING SHALL BE PERFORMED IN SUCH A MANNER AS TO COMPLY WITH THE STANDARDSESTABLISHED BY THE AIR QUALITY MANAGEMENT DISTRICT FOR AIRBORNE PARTICULATES.9.THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE AND FEDERAL LAWS, CODES, RULESAND REGULATIONS GOVERNING THE WORK IDENTIFIED ON THESE PLANS. THESE SHALL INCLUDE,WITHOUT LIMITATION, SAFETY AND HEALTH RULES AND REGULATIONS ESTABLISHED BY ORPURSUANT TO THE OCCUPATIONAL SAFETY AND HEALTH ACT OR ANY OTHER APPLICABLE PUBLICAUTHORITY.10.THE GENERAL CONTRACTOR SHALL PROVIDE QUALIFIED SUPERVISION ON THE JOB SITE AT ALLTIMES DURING CONSTRUCTION.11.HORIZONTAL AND VERTICAL CONTROLS SHALL BE SET AND CERTIFIED BY A LICENSED SURVEYOROR REGISTERED CIVIL ENGINEER QUALIFIED TO PRACTICE LAND SURVEYING, FOR THE FOLLOWINGITEMS:a.RETAINING WALL: TOP OF WALL ELEVATIONS AND LOCATIONS (ALL WALLS TO BE PERMITTEDSEPARATELY AND APPLIED FOR AT THE TOWN OF LOS GATOS BUILDING DIVISION).b.TOE AND TOP OF CUT AND FILL SLOPES.12.PRIOR TO ISSUANCE OF ANY PERMIT, THE APPLICANT'S SOILS ENGINEER SHALL REVIEW THEFINAL GRADING AND DRAINAGE PLANS TO ENSURE THAT DESIGNS FOR FOUNDATIONS, RETAININGWALLS, SITE GRADING, AND SITE DRAINAGE ARE IN ACCORDANCE WITH THEIR RECOMMENDATIONSAND THE PEER REVIEW COMMENTS. THE APPLICANT'S SOILS ENGINEER'S APPROVAL SHALL THENBE CONVEYED TO THE TOWN EITHER BY LETTER OR BY SIGNING THE PLANS.SOILS ENGINEER ______________________________________________REFERENCE REPORT NO.______________________, DATED______________LETTER NO. ____________, DATED ______________, 20 ___, SHALL BE THOROUGHLYCOMPLIED WITH. BOTH THE MENTIONED REPORT AND ALL UPDATES/ADDENDUMS/LETTERS AREHEREBY APPENDED AND MADE A PART OF THIS GRADING PLAN.13.DURING CONSTRUCTION, ALL EXCAVATIONS AND GRADING SHALL BE INSPECTED BY THEAPPLICANT'S SOILS ENGINEER. THE ENGINEER SHALL BE NOTIFIED AT LEAST FORTY-EIGHT (48)HOURS BEFORE BEGINNING ANY GRADING. THE ENGINEER SHALL BE ON-SITE TO VERIFY THATTHE ACTUAL CONDITIONS ARE AS ANTICIPATED IN THE DESIGN-LEVEL GEOTECHNICAL REPORTAND/OR PROVIDE APPROPRIATE CHANGES TO THE REPORT RECOMMENDATIONS, AS NECESSARY.ALL UNOBSERVED AND/OR UNAPPROVED GRADING SHALL BE REMOVED AND REPLACED UNDERSOILS ENGINEER OBSERVANCE (THE TOWN INSPECTOR SHALL BE MADE AWARE OF ANY REQUIREDCHANGES PRIOR TO WORK BEING PERFORMED).14.THE RESULTS OF THE CONSTRUCTION OBSERVATION AND TESTING SHOULD BE DOCUMENTED IN AN"AS-BUILT" LETTER/REPORT PREPARED BY THE APPLICANTS' SOILS ENGINEER AND SUBMITTEDFOR THE TOWN'S REVIEW AND ACCEPTANCE BEFORE FINAL RELEASE OF ANY OCCUPANCY PERMITIS GRANTED.15.ALL PRIVATE AND PUBLIC STREETS ACCESSING PROJECT SITE SHALL BE KEPT OPEN AND IN ASAFE, DRIVABLE CONDITION THROUGHOUT CONSTRUCTION. IF TEMPORARY CLOSURE IS NEEDED,THEN FORMAL WRITTEN NOTICE TO THE ADJACENT NEIGHBORS AND THE TOWN OF LOS GATOSPARKS AND PUBLIC WORKS DEPARTMENT SHALL BE PROVIDED AT LEAST ONE (1) WEEK INADVANCE OF CLOSURE AND NO CLOSURE SHALL BE GRANTED WITHOUT THE EXPRESS WRITTENAPPROVAL OF THE TOWN. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC ORPRIVATE RIGHT-OF-WAY.16.THE CONTRACTOR SHALL INSTALL AND MAINTAIN FENCES, BARRIERS, LIGHTS AND SIGNS THATARE NECESSARY TO GIVE ADEQUATE WARNING AND/PROTECTION TO THE PUBLIC AT ALL TIMES.17.OWNER/APPLICANT: ________________________ PHONE: ________________18.GENERAL CONTRACTOR:______________________ PHONE: ________________19.GRADING CONTRACTOR: ______________________PHONE: ________________20.CUT: __________ CYEXPORT: ___________ CYFILL: __________ CYIMPORT: ___________ CY21.WATER SHALL BE AVAILABLE ON THE SITE AT ALL TIMES DURING GRADING OPERATIONS TOPROPERLY MAINTAIN DUST CONTROL.22.THIS PLAN DOES NOT APPROVE THE REMOVAL OF TREES. APPROPRIATE TREE REMOVAL PERMITSAND METHODS OF TREE PRESERVATION SHALL BE REQUIRED. TREE REMOVAL PERMITS AREREQUIRED PRIOR TO THE APPROVAL OF ALL PLANS.23.A TOWN ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK WITHIN THE PUBLICRIGHT-OF-WAY. A STATE ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK WITHIN STATERIGHT-OF-WAY (IF APPLICABLE). THE PERMITTEE AND/OR CONTRACTOR SHALL BE RESPONSIBLECOORDINATING INSPECTION PERFORMED BY OTHER GOVERNMENTAL AGENCIES.24.NO CROSS-LOT DRAINAGE WILL BE PERMITTED WITHOUT SATISFACTORY STORMWATERACCEPTANCE DEED/FACILITIES. ALL DRAINAGE SHALL BE DIRECTED TO THE STREET OR OTHERACCEPTABLE DRAINAGE FACILITY VIA A NON-EROSIVE METHOD AS APPROVED BY THE TOWNENGINEER.25.IT IS THE RESPONSIBILITY OF CONTRACTOR AND/OR OWNER TO MAKE SURE THAT ALL DIRTTRACKED INTO THE PUBLIC RIGHT-OF-WAY IS CLEANED UP ON A DAILY BASIS. MUD, SILT,CONCRETE AND OTHER CONSTRUCTION DEBRIS SHALL NOT BE WASHED INTO THE TOWN'S STORMDRAINS.26.GOOD HOUSEKEEPING PRACTICES SHALL BE OBSERVED AT ALL TIMES DURING THE COURSE OFCONSTRUCTION. SUPERINTENDENCE OF CONSTRUCTION SHALL BE DILIGENTLY PERFORMED BY APERSON OR PERSONS AUTHORIZED TO DO SO AT ALL TIMES DURING WORKING HOURS. THESTORING OF GOODS AND/OR MATERIALS ON THE SIDEWALK AND/OR THE STREET WILL NOT BEALLOWED UNLESS A SPECIAL PERMIT IS ISSUED BY THE ENGINEERING DIVISION. THE ADJACENTPUBLIC RIGHT-OF-WAY SHALL BE KEPT CLEAR OF ALL JOB RELATED DIRT AND DEBRIS AT THEEND OF THE DAY. FAILURE TO MAINTAIN THE PUBLIC RIGHT-OF-WAY ACCORDING TO THISCONDITION MAY RESULT IN PENALTIES AND/OR THE TOWN PERFORMING THE REQUIREDMAINTENANCE AT THE DEVELOPER'S EXPENSE.27.GRADING SHALL BE UNDERTAKEN IN ACCORDANCE WITH CONDITIONS AND REQUIREMENTS OF THEPROJECT STORM WATER POLLUTION CONTROL PLAN AND/OR STORM WATER POLLUTIONPREVENTION PLAN (SWPPP), THE TOWN OF LOS GATOS STORM WATER QUALITY MANAGEMENTPROGRAM, NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) AND ANY OTHERPERMITS/REQUIREMENTS ISSUED BY THE STATE OF CALIFORNIA REGIONAL WATER QUALITYCONTROL BOARD. PLANS (INCLUDING ALL UPDATES) SHALL BE ON-SITE AT ALL TIMES. NODIRECT STORMWATER DISCHARGES FROM THE DEVELOPMENT WILL BE ALLOWED ONTO TOWNSTREETS OR INTO THE PUBLIC STORM DRAIN SYSTEM WITHOUT TREATMENT BY AN APPROVEDSTORM WATER POLLUTION PREVENTION DEVICE OR OTHER APPROVED METHODS. MAINTENANCE OFPRIVATE STORMWATER POLLUTION PREVENTION DEVICES SHALL BE THE SOLE RESPONSIBILITY OFTHE OWNER. DISCHARGES OR CONNECTION WITHOUT TREATMENT BY AN APPROVED ANDADEQUATELY OPERATING STORMWATER POLLUTION PREVENTION DEVICE OR OTHER APPROVEDMETHOD SHALL BE CONSIDERED A VIOLATION OF THE ABOVE REFERENCED PERMIT AND THE TOWNOF LOS GATOS STORMWATER ORDINANCE.TOWN OF LOS GATOS NPDES NOTES1.SEDIMENT FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE USINGSTRUCTURAL CONTROLS AS REQUIRED BY THE STATEWIDE GENERAL CONSTRUCTION STORMWATERPERMIT.2.STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENT TRANSPORT FROMTHE SITE TO STREETS, DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF, VEHICLETRACKING, OR WIND AS REQUIRED BY THE STATEWIDE GENERAL CONSTRUCTION STORMWATERPERMIT.3.APPROPRIATE BEST MANAGEMENT PRACTICES (BMPS) FOR CONSTRUCTION-RELATED MATERIALS,WASTES, SPILL OR RESIDES SHALL BE IMPLEMENTED TO MINIMIZE TRANSPORT FROM THE SITETO STREETS, DRAINAGE FACILITIES, OR ADJOINING PROPERTY BY WIND OR RUNOFF AS REQUIREDBY THE STATEWIDE GENERAL CONSTRUCTION STORMWATER PERMIT.4.RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITESAND MUST NOT BE DISCHARGED TO RECEIVING WATERS OR TO THE LOCAL STORM DRAIN SYSTEM.5.ALL CONSTRUCTION CONTRACTOR AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OFTHE REQUIRED BEST MANAGEMENT PRACTICES (BMPS) AND GOOD HOUSEKEEPING MEASURES FORTHE PROJECT SITE AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS.6.AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY, ALL CONSTRUCTION DEBRIS AND WASTEMATERIALS SHALL BE COLLECTED AND PROPERLY DISPOSED IN TRASH OR RECYCLE BINS.7.CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT A STORM DOES NOTCARRY WASTE OR POLLUTANTS OFF OF THE SITE. DISCHARGES OF MATERIAL OTHER THANSTORMWATER (NON-STORMWATER DISCHARGES) ARE PROHIBITED EXCEPT AS AUTHORIZED BY ANINDIVIDUAL NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT OR THESTATEWIDE GENERAL CONSTRUCTION STORMWATER PERMIT. POTENTIAL POLLUTANTS INCLUDEBUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS; WASTES FROM PAINTS, STAINS,SEALANTS, SOLVENTS, DETERGENTS, GLUES, LIME, PESTICIDES, HERBICIDES, FERTILIZERS, WOODPRESERVATIVES AND ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS,LUBRICANTS, AND HYDRAULIC, RADIATOR OR BATTERY FLUIDS; CONCRETE AND RELATED CUTTINGOR CURING RESIDUES; FLOATABLE WASTES; WASTES FROM ENGINE/EQUIPMENT STEAM CLEANINGOR CHEMICAL DEGREASING; WASTES FROM STREET CLEANING; AND SUPERCHLORINATED POTABLEWATER FROM LINE FLUSHING AND TESTING. DURING CONSTRUCTION, DISPOSAL OF SUCHMATERIALS SHOULD OCCUR IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON-SITEPHYSICALLY SEPARATED FROM POTENTIAL STORMWATER RUNOFF, WITH ULTIMATE DISPOSAL INACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS.8.DISCHARGING CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING GROUNDWATER THATHAS INFILTRATED INTO THE CONSTRUCTION SITE IS PROHIBITED. DISCHARGING OF CONTAMINATEDSOILS VIA SURFACE EROSION IS ALSO PROHIBITED. DISCHARGING NON-CONTAMINATEDGROUNDWATER PRODUCED BY DEWATERING ACTIVITIES REQUIRES A NATIONAL POLLUTANTDISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT FROM THE RESPECTIVE STATE REGIONAL WATERQUALITY CONTROL BOARD.302190(831) 566-9040(831) 566-9040(831) 566-9040VICINITY MAPNTSCONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BELIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FORLIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.SHEETOF 10 SHEETSDATEBY REVISIONS DATE: SCALE:AS NOTED DESIGN:XP CHECK:SN PROJECT #:2024-001 GRADING AND DRAINAGE PLANS14341 BROWNS LANE GRADING PERMIT APPLICATION NO. CIVIO CONSULTING1669 FLANIGAN DRIVE #ESAN JOSE, CA 95121EMAIL: OFFICE@CIVIOCONSULTING.COM RESPOND TO 2nd ROUND COMMENTSSN11-13-20241 TOWN NOTES, GENERAL NOTES, LEGEND AND ABBRIVIATIONSC11TRAFFIC SIGNAL CONDUITCABLE TELEVISION LINEROADSIDE SIGN & SIGN CODETREE/SHRUBFENCEPULL BOXLIGHTING CONDUITIRRIGATION LINETELEPHONE LINENATURAL GAS LINEELECTRICAL LINESTORM DRAIN LINESANITARY SEWER LINEWATER LINEOVERHEAD LINEPOWER POLESTREET LIGHTFIRE HYDRANTVALVEWATER METERxxxxxxxxR1WTDSOHGIRETVTWOHSGETVR1IRDSTANDARD MONUMENTACCURB AND GUTTERSIDEWALKCENTER LINEPROPERTY LINEEDGE OF PAVEMENTBENCH MARKDRIVEWAYSTORM DRAIN INLETMANHOLEPLCLLTSTSLPROPOSEDEXISTINGEASEMENT LINExxxTWOHSGETVR1IRDTSLTO BE REMOVEDJPJPLEGENDLOT LINEWWELECTRICAL METEREEEJPCONTOUR LINES100100WRETAINING WALLPCCSTORM DRAIN MANHOLESANITARY SEWER MANHOLESANITARY SEWER CLEANOUTSCODSCODSCODPLPLCLDESCRIPTION20-1--579--0.5--0.50.5--1--128210.5-0.5--0.50.520-2--71302,8652,86502,8656,4369,501±9,501±3,0696,4326,432204TOTALTABLE OF PROPOSED EARTHWORK QUANTITIESAREA DESCRIPTIONBASEMENTLANDSCAPE/OUTDOORDRIVEWAY/ACCESSPOOLACCESSORY BUILDINGATTACHED GARAGEIMPORT/EXPORT (CY)MAX FILLDEPTH (FT)FILL (CY)MAX CUTHEIGHT (FT)CUT (CY)HOUSE FOOTPRINTTABLE OF PROPOSED PERVIOUS AND IMPERVIOUS AREASPERVIOUS AREATOTAL NEW & REPLACED IMPERVIOUS AREAIMPERVIOUS AREATOTAL AREAPOST-PROJECT (SF)NEWREPLACEDPROPOSED AREA (SF)EXISTINGAREA (SF)TOTAL SITE AREA DISTURBED: SF(INCLUDING CLEARING, GRADING OR EXCAVATING)TOTAL SITE AREA:SFPROJECT DATA1PROJECT ADDRESS:14341 BROWNS LANE, LOS GATOS, CA 95032 2PROJECT OWNER:3ASSESSORS PARCEL NUMBER:409-14-0354EXISTING USE:RESIDENCE5EXISTING ZONING:R-1-86PROPOSED USE:RESIDENCE7PROPOSED ZONING:R-1-88SITE AREA:9,501 SF9APPLICANT/DEVELOPER:ROBERTO FLAMENCO10CONSULTANTS:A. ARCHITECT:B. STRUCTURAL ENGINEERING:WESLEY LIU ENGINEERING, INC.7246 SHARON DRIVE #0, SAN JOSE, CA 95129(408) 973-1839C. SURVEYOR:D. CIVIL ENGINEER:CIVIO CONSULTING1669 FLANIGAN DRIVE, SUITE E, SAN JOSE, CA 95121EMAIL: OFFICE@CIVIOCONSULTING.COMTEL (408) - 785 - 893811WATER SUPPLY:SAN JOSE WATER COMPANY12SANITARY SEWER DISPOSAL:WEST VALLEY SANITATION DISTRICT (WVSD)13GAS AND ELECTRIC:PACIFIC GAS AND ELECTRIC14TELEPHONE:15CABLE:16STORM DRAIN:WEST VALLEY CLEAN WATER PROGRAM17FIRE PROTECTION:SANTA CLARA COUNTY CENTRAL FIRE PROTECTION DISTRICT18DATUM:20BENCHMARK INFORMATIONROBERTO FLAMENCOBASIS OF BEARINGS19GKW ARCHITECTS710 E MCGLINCY LANE, SUITE 109, CAMPBELL, CA 95008TEL: 408-796-1845ROBERTO FLAMENCOROBERTO FLAMENCOROBERTO FLAMENCOGAS METERGGGWILSON LAND SURVEYS261 CARLTON COURT, LOS GATOSTEL: (408) 427-2279USAROFEBEYOU DIGCALLDUNORGREDNUSERVICEALERT 1-800-227-2600 1-800-227-2600 SHEETOF 10 SHEETSDATEBY REVISIONS DATE: SCALE:AS NOTED DESIGN:XP CHECK:SN PROJECT #:2024-001 GRADING AND DRAINAGE PLANS14341 BROWNS LANE GRADING PERMIT APPLICATION NO. CIVIO CONSULTING1669 FLANIGAN DRIVE #ESAN JOSE, CA 95121EMAIL: OFFICE@CIVIOCONSULTING.COM RESPOND TO 2nd ROUND COMMENTSSN11-13-20241 BLUEPRINT FOR A CLEANBAYC22 Construction Best Management Practices (BMPs)Construction projects are required to implement year-round stormwater BMPs.Materials, Waste, and Sediment ManagementEquipment Management &Spill ControlEarthmovingConcrete Management &DewateringPaving/Asphalt WorkPainting & Paint RemovalPavingPainting Cleanup and RemovalConstruction Entrances and Perimeter Establish and maintain effective perimeter controls, and stabilize all constructionentrances and exits to sufficiently control erosion, sediment discharges andtracking of sediment offsite. Sweep or vacuum immediately any tracking of sediment offsite and securesediment source to prevent further tracking. Never hose down streets orsidewalks.Non-Hazardous Materials and Dust Control Berm and cover stockpiles of sand, dirt or other construction material with tarpswhen rain is forecast or when they are not in use. Weigh down and secure tarpsfor wind protection. Keep materials off the ground (e.g., store bagged materials on wood pallets, storeloose materials on tarps not pavement, etc.). Use captured water from other activities (e.g., testing fire lines) for dust control. Ensure dust control water doesn’t leave site or discharge to storm drains. Onlyuse enough to control dust. Contain and dispose of excess water properly.Hazardous Materials Label all hazardous materials and hazardous wastes (such as pesticides, paints,thinners, solvents, fuel, oil, and antifreeze) in accordance with City, County, Stateand Federal regulations. Store hazardous materials and wastes in watertight containers, store inappropriate secondary containment, and cover them at the end of every workday,during wet weather or when rain is forecast. Follow manufacturer’s application instructions for hazardous materials and donot use more than necessary. Do not apply chemicals outdoors when rain isforecast within 24 hours. Arrange for appropriate disposal of all hazardous wastes. Have all pertinentSafety Data Sheets (i.e., SDS/MSDS/PSDS) onsite.Waste Management Inform trash-hauling contractors that you will accept only watertight dumpstersfor onsite use. Repair/replace any dumpster that is not watertight or leaking. Cover and maintain dumpsters. Check frequently for leaks. Place dumpstersunder roofs or cover with tarps or plastic sheeting secured around the outsideof the dumpster. If the dumpster leaks, place a plastic liner underneath thedumpster to collect leaks. Never clean out a dumpster by hosing it down on theconstruction site – clean with dry methods, clean offsite or replace dumpster. Place portable toilets and hand wash stations away from storm drains. Make surethey are equipped with containment pans (secondary containment) and are ingood working order. Check frequently for leaks. Dispose of all wastes and demolition debris properly per SDS and applicableregulations. Recycle or compost materials and wastes as feasible and appropriate,including solvents, water-based paints, vehicle fluids, broken asphalt andconcrete, wood, and cleared vegetation. Dispose of liquid residues from paints, thinners, solvents, glues, and cleaningfluids as hazardous waste per SDS. Keep site free of litter (e.g., lunch items, water bottles, cigarette butts and plasticpackaging).Prevent litter from uncovered loads by covering loads that are being transportedto and from site.Storm drain polluters may be liable for fines of up to $10,000 per day!Vehicle and Equipment Maintenance Designate an area of the construction siteequipped with appropriate BMPs, well awayfrom creeks or storm drain inlets, for auto andequipment parking and storage. Perform major maintenance, repair jobs, andvehicle/equipment washing offsite. If refueling or vehicle maintenance must be doneonsite, work in a bermed area away from stormdrains and over a drip pan or drop cloths bigenough to collect fluids. Recycle or dispose offluids as hazardous waste. If vehicle or equipment cleaning must be doneonsite, clean with water only in a bermed areathat will not allow rinse water to run into gutters,streets, storm drains, or creeks. Do not clean vehicles or equipment onsite usingsoaps, solvents, degreasers, or steam cleaningequipment, and do not use diesel oil to lubricateequipment or parts onsite.Spill Prevention and Control Always keep spill cleanup materials (e.g.,rags, absorbents, and cat litter) available at theconstruction site. Maintain all vehicles and heavy equipment.Inspect frequently for leaks. Use drip pans tocatch leaks until repairs are made. Clean up leaks, drips and other spillsimmediately using dry cleanup methodswhenever possible (absorbent materials, cat litterand/or rags) and dispose of cleanup materialsproperly. Sweep up spilled dry materials immediately.Never attempt to “wash them away” with wateror bury them. Clean up spills on dirt areas by digging up andproperly disposing of contaminated soil.Report significant spills to the appropriate localspill response agencies immediately. If the spillposes a significant hazard to human health andsafety, property or the environment, report it tothe State Office of Emergency Services at (800)852-7550 (24 hours).Grading and Earthwork Schedule grading and excavation work during dryweather. Prevent sediment from migrating offsite and protectstorm drain inlets, drainage courses and creeksby installing and maintaining appropriate BMPstailored to the site’s specific characteristics andconditions. Examples of such BMPs may includesilt fences, gravel bags, fiber rolls, temporaryswales, compost socks, etc. Ensure that BMPsare installed in accordance with manufacturer’sspecifications and properly maintained throughoutthe duration of construction activities. Stabilize all denuded areas and install and maintaintemporary erosion controls (such as erosion controlfabric or bonded fiber matrix) until vegetation isestablished. Remove existing vegetation only when necessary.Plant temporary vegetation to prevent erosionon slopes or in areas where construction is notimmediately planned. Keep excavated soil and/or transfer it to dumptrucks, onsite, not in the streets.Ensure all subcontractors working onsite areimplementing appropriate BMPs.Contaminated Soils If any of the following conditions are observed,test for contamination and contact the RegionalWater Quality Control Board and the local agency:1) Unusual soil conditions, discoloration, or odor.2) Abandoned underground tanks. 3) Abandonedwells. 4) Buried barrels, debris, or trash. If the above conditions are observed, document anysigns of potential contamination, clearly mark areasand fence/tape them off so they are not disturbed byconstruction activities.Landscaping Protect stockpiled landscaping materials from windand rain by storing them under tarps year-round. Stack bagged material on pallets and under cover. Discontinue application of any erodible landscapematerial within 2 days before a forecast rain eventor during wet weather. Store materials onsite, not in the street.Dewatering Discharges of groundwater or captured runoff fromdewatering operations must be properly managed anddisposed. When possible, send dewatering dischargeto landscaped area or sanitary sewer. If discharging tothe sanitary sewer, obtain permission from the localwastewater treatment plant. Divert water originating from offsite away from allonsite disturbed areas. When dewatering, notify and obtain approval fromthe local municipality before discharging water to astreet gutter or storm drain. Filtration or diversionthrough a basin, tank, or sediment trap may berequired. In areas of known or suspected contamination,call the local agency to determine whether thegroundwater must be tested. Pumped groundwatermay need to be collected and hauled offsite fortreatment and proper disposal. For additional information, refer to the CASQA’sSheet NS-2 “Dewatering Operations.”Concrete Management Store both dry and wet concrete-related materialsunder cover, protected from rainfall and runoff andaway from storm drains or creeks. Store materialsoff the ground on pallets. Protect dry materials fromwind. Avoid pouring concrete in wet weather or whenrainfall is imminent to prevent concrete that has notcured from contacting stormwater runoff. Wash out concrete equipment/mixers/trucks offsite,or onsite only in designated washout containers/areaswhere the water will flow into a temporary linedwaste pit and in a manner that will prevent leachinginto the underlying soils. (See CASQA ConstructionStormwater BMP Handbook for temporary concretewashout facility details). Do not wash sweepings from exposed aggregateconcrete into the street or storm drain. Collect andreturn sweepings to aggregate base stockpile ordispose properly. Make sure that construction waste (e.g., concrete,stucco, cement wastewater, or residual materials)is collected, removed, and disposed of only atauthorized disposal areas. Do not dispose ofconstruction waste in storm drains, ditches, streets,creeks, dirt areas, or the sanitary sewer. Avoid paving and seal coating in wetweather or when rain is forecast toprevent materials that have not cured fromcontacting with stormwater runoff. Cover storm drain inlets and manholeswhen applying seal coat, slurry seal, fogseal, or similar materials. When construction is complete, removeall covers from storm drain inlets andmanholes. Collect and recycle or properly dispose ofexcess abrasive gravel or sand. Do NOTsweep or wash it into gutters, storm drains,streets, dirt areas, or the sanitary sewer.Sawcutting & Asphalt/Concrete Removal Protect storm drain inlets during sawcutting. When making saw cuts, use as little wateras possible. Residue from saw cutting, coring andgrinding operations shall be picked up bymeans of a vacuum device. Shovel, absorb, or vacuum saw cut slurrydeposits and dispose of all waste properlyand as soon as reasonably possible.Sawcutting residue should not be left onpavement surface. If saw cut slurry enters a storm draininlet, clean it up immediately and notifythe local municipality.Copper Architectural FeaturesDischarges to storm drains generated by installing, cleaning, treating or washing copperarchitectural features, is a violation of the municipal stormwater ordinance and may be subjectto a fine. These BMPs must be implemented to prevent prohibited discharges to storm drains:During InstallationIf possible, purchase copper materials that have been pre-patinated at the factory.If patination done on site, implement one or more of the following BMPs:1. Discharge the rinse water to landscaping. Ensure that the rinse water doesnot flow to the street or storm drain. Block off storm drain inlet if needed.2. Collect rinse water in a tank and pump to the sanitary sewer. Contact yourlocal sanitary sewer agency before discharging to the sanitary sewer.3. Collect the rinse water in a tank and haul off-site for proper disposal.Consider coating the copper materials with an impervious coating that prevents furthercorrosion and runoff. This will also maintain the desired color for a longer time,requiring less maintenance.During Maintenance such as, power washing roof, re-patination, or re-application ofimpervious coating:Block storm drain inlets as needed to prevent runoff from entering storm drains.Discharge the wash water to landscaping or to the sanitary sewer (with permission fromthe local sanitary sewer agency). If this is not an option, haul the wash water off-site forproper disposal.February 2024, WVCWA 4/24 Never clean brushes or rinsepaintcontainers to landscaping, dirtareas or into a street, gutter, stormdrain, or creek. For water-based paints, paint outbrushes to the extent possible, andthen rinse into a drain connected to thesanitary sewer. Never pour paint downa storm drain inlet. For oil-based paints, paint out brushesto the extent possible, and then cleanwith thinner or solvent in a propercontainer. Filter and reuse thinners andsolvents. Dispose of excess liquids ashazardous waste. Sweep up or collect paint chips anddust generated from non-hazardous drystripping and sand blasting into plasticdrop cloths and dispose of as trash. Chemical paint stripping residue andchips and dust from marine paintsor paints containing lead, mercury,or tributyltin must be disposed of ashazardous waste. Lead- based paintremoval requires a state-certifiedcontractor. B R O W N S L A N E ( P R I V A T E S T R E E T )-10" PLUMPL N66°08'47"W 88.27'PL S20°49'55"W 112.49'PL S72°18'07"E 88.34'A5 = 829 SF5' IEE PUE 10' IEE 5' IEE JPA3 = 223 SFA6 = 216 SFA2 = 711 SFA4 = 137 SFA7 = 521 SFSFF = 499.15JPEX JPTO BERELOCATEDEX CONCA1 = 432 SF FF = 501.10EX BLDGEX BLDG30" COAST REDWOOD#167#168#169#1708", 8" PECAN20" COAST REDWOODTREE PROTECTIONFENCE (TYP.)AREA OR ITEM TO BE REMOVEDS = AVERAGE SLOPE OF THE AREA IN PERCENTL = TOTAL LENGTH OF CONTOUR LINES IN FEETA = AREA EXPRESSED IN ACERSS = AWHEREI = CONTOUR INTERVAL 0.0023 x ( I ) x ( L )S = 0.21280.0023 x ( 1 ) x ( 476.8 )= 5.1%AREA OR ITEM TO REMAINEXISTING TREE TO BE REMOVEDEXISTING TREE TO REMAINLEGENDTREE PROTECTION FENCESHEETOF 10 SHEETSDATEBY REVISIONS DATE: SCALE:AS NOTED DESIGN:XP CHECK:SN PROJECT #:2024-001 GRADING AND DRAINAGE PLANS14341 BROWNS LANE GRADING PERMIT APPLICATION NO. CIVIO CONSULTING1669 FLANIGAN DRIVE #ESAN JOSE, CA 95121EMAIL: OFFICE@CIVIOCONSULTING.COM RESPOND TO 2nd ROUND COMMENTSSN11-13-20241 DEMOLITION PLANC33AVERAGE SLOPE CALCULATION1 inch = ft.( IN FEET )GRAPHIC SCALE01020105-APN 409-14-035AREA = 9,501 SQ FT(0.2181 ACRES)FROMTOTREE PROTECTION FENCE DETAILNTSNOTES:1.SIX-FOOT HIGH CHAIN LINK FENCING MOUNTED ON TWO-INCH DIAMETER GALVANIZEDIRON POSTS SHALL BE DRIVEN INTO THE GROUND AT LEAST TWO-FEET DEEP AT NOMORE THAN TEN-FOOT SPACING. WHEN STIPULATED, FOR EXISTING PAVING AREASTHAT WILL NOT BE DEMOLISHED, POSTS MAY BE SUPPORTED BY CONCRETE BASE.2.POSTED EIGHT AND ONE-HALF-INCH BY ELEVEN-INCH SIGN ON EACH TREE FENCESTATING: "WARNING - TREE PROTECTION ZONE - THIS FENCE SHALL NOT BEREMOVED AND IS SUBJECT TO PENALTY ACCORDING TO TOWN CODE 29.10.1025"3.LABELED PHOTOGRAPHS OF THE INSTALLED FENCING SHALL BE EMAILED TO THEPROJECT PLANNER PRIOR TO ISSUANCE OF PERMITS.4.TREE PROTECTION FENCING IS REQUIRED TO REMAIN IN PLACE THROUGHOUTCONSTRUCTION.5.ANY PROTECTED TREE ON-SITE WILL REQUIRE REPLACEMENT ACCORDING TO ITSAPPRAISED VALUE IF IT IS DAMAGED BEYOND REPAIR AS A RESULT OFCONSTRUCTION.6' HIGH STEEL FENCE POSTS6' CHAIN LINK FENCE. POST TO BEAT DRIP LINE OF TREE WHERE EVERPOSSIBLE ON AT LOCATIONS SHOWNON PLANDRIP LINE OF TREE B R O W N S L A N E ( P R I V A T E S T R E E T )-10" PLUMPL N66°08'47"W 88.27'PL S20°49'55"W 112.49'PL S72°18'07"E 88.34' 5' IEE PUE 10' IEE 5' IEE ADU(SEPARATE PERMIT)MAIN HOUSE1ST FF = 501.50PERVIOUS DWYB1 = 1,615 SF10.00'20.00'70.00'50.00'40.00'10.00' R=20 .0 0'W E D G E W O O D A V E N U ECL ELECTRIC TRANSMISSIONLINE EA PER 926 M 21-22GARAGEB7 = 2,249 SFEX CONCLANDING501.46PORCH501.46LANDING501.0 LANDING500.46B6 = 86 SFB3 = 93 SFB4 = 11 SFB5 = 144 SFB2 = 426 SFFIRE TRUCK TURNAROUND30" COAST REDWOOD#167#168#169#1708", 8" PECAN20" COAST REDWOODRELOCATE EX. WATER METERSHEETOF 10 SHEETSDATEBY REVISIONS DATE: SCALE:AS NOTED DESIGN:XP CHECK:SN PROJECT #:2024-001 GRADING AND DRAINAGE PLANS14341 BROWNS LANE GRADING PERMIT APPLICATION NO. CIVIO CONSULTING1669 FLANIGAN DRIVE #ESAN JOSE, CA 95121EMAIL: OFFICE@CIVIOCONSULTING.COM RESPOND TO 2nd ROUND COMMENTSSN11-13-20241 SITE PLANC441 inch = ft.( IN FEET )GRAPHIC SCALE01020105-APN 409-14-035AREA = 9,501 SQ FT(0.2181 ACRES)PROPOSED BUILDINGPROPOSED PERVIOUS PAVERPROPOSED PORTLAND CEMENT CONCRETELEGENDEX CONC TO REMAINFIRE TRUCK TURNAROUNDFROMTO B R O W N S L A N E ( P R I V A T E S T R E E T )-10" PLUMPL N66°08'47"W 88.27'PL S20°49'55"W 112.49'PL S72°18'07"E 88.34' 5' IEE PUE 10' IEE 5' IEE 499.8 FG(499.24 OG)(499.0 OG)(499.8 OG)(500.46 OG)C622C68' SB8' SB20' SB 25' SB ADU(SEPARATEPERMIT)MAIN HOUSE1ST FF = 501.50PERVIOUS DWY499.9 P(500.44 P)(500.2 P)(500.44 P)(499.85 P)(500.44 P)GARAGE10' MIN 10' MINC62C62500.0FL/HPBB498.5 TG(SEE DETAILON SHEET C6)499.3 FL499.76 FL499.53 FL499.45 FL499.21 FL499.05 FL498.61 FLBB499.8 TG10'500.25 FG(499.95 OG)499.65 FL499.75 FG(499.5 OG)499.85 FG(499.26 OG)500.5 FG5% MIN (499.0 OG)(499.05 OG)498.55 FL498.66 FL5% MIN1%500.5 FG500.15 FG500.35 FG500.5 P500.5 FG5%MIN500.5 FG500.5 FG499.86 P500.25 PLANDING501.46PORCH501.46500.5 P500.5 P500.29 P500.29 P500.25 P500.35 FG500.35 FGLANDING501.0 500.35 FG500.5 P500.4 FG500.4 FG500.31 FGLANDING500.46500.21 FG500.15 FG500.0 FG5% MIN 5%MIN500.5 FG500.35 FG499.89 FL5%MIN499.02 P5%MIN5%MIN5%MINSWALE S=0.5% MIN (TYP)499.4 P4.17%2%(499.9 P)5%MIN500.1 P(500.15 P)1.32%2.00%EX CONC TO REMAINCONFORM TO EX P10.2'±EX DWY 1.8'MIN12' MIN 5% MIN 5%MIN5%MIN(499.0 OG)499.20 FG(498.94 OG)NEW FENCE (SEE DETAIL ON SHEET C6)30" COAST REDWOOD#167#168#169#1708", 8" PECAN20" COAST REDWOOD500.3 FGSHEETOF 10 SHEETSDATEBY REVISIONS DATE: SCALE:AS NOTED DESIGN:XP CHECK:SN PROJECT #:2024-001 GRADING AND DRAINAGE PLANS14341 BROWNS LANE GRADING PERMIT APPLICATION NO. CIVIO CONSULTING1669 FLANIGAN DRIVE #ESAN JOSE, CA 95121EMAIL: OFFICE@CIVIOCONSULTING.COM RESPOND TO 2nd ROUND COMMENTSSN11-13-20241 GRADING & DRAINAGE PLANC551 inch = ft.( IN FEET )GRAPHIC SCALE051052.5-APN 409-14-035AREA = 9,501 SQ FT(0.2181 ACRES) 4905005104905005100+000+501+001+10PLMAIN HOUSE1ST FF = 501.5ADUFF = 501.55%MINSWALEDWYSEE STRUCTURAL PLANFOR DETAIL (TYP)NEW FENCE(SEE DETAILON SHEET C6)LANDING501.0PL5%MINSWALE5%MINPERVIOUS PAVER2%MIN4905005104905005100+000+501+001+20PL5'IEEPUE10' IEE5'IEEPLGARAGE500.5 P500.29 P500.25 P5%MINNEW FENCE(SEE DETAILON SHEET C6)SWALEBROWN LANEPERVIOUS PAVERGRADE BREAK2%MINCONFORM TO EX PEX CONCNOTES:1.DESIGN, MATERIAL AND CONSTRUCTION GUIDELINES TO FOLLOW INTERLOCKINGCONCRETE PAVEMENT INSTITUTE GUIDE SPECIFICATIONS.2.APPLY WATERPROOF MEMBRANE VERTICALLY AGAINST HOUSE FOUNDATIONPRIOR TO PLACING SUBBASE AND BASE.3.USE SOIL BERMS FOR LONGITUDINAL SOIL SUBGRADE SLOPES EXCEEDING 2%4.CAST-IN-PLACE CONCRETE CURBS CAN BE WITHOUT PAVERS ON TOP. IN SUCHCASES, CURBS SHOULD BE LEVEL WITH CONCRETE PAVER FIELD.5.THE UPPER PAVEMENT SUBGRADE SOIL AND THE AGGREGATE BASE COURSESHOULD BE COMPACTED TO A MINIMUM 95 PERCENT OF MAXIMUM DRYDENSITY, AS TESTED BY THE GEOTECHNICAL ENGINEER.6.THE PAVER SYSTEM DRAINAGE, EDGE RESTRAINTS, BEDDING SAND,MAINTENANCE, AND OTHER ASPECTS OF THE DESIGN AND CONSTRUCTIONSHOULD BE IN ACCORDANCE WITH THE SPECIFICATIONS OF THE PAVER SYSTEMMANUFACTURERTYPICAL PERMEABLE CONCRETE PAVER SECTIONNTSVARY#4 REBAR, 12" OCBOTH WAYCONCRETE WALKWAYNTSVARYGEOTEXTILESOIL SUBGRADE & SCARIFIED12" COMPACTED TO ATLEAST 90% RELATIVEMAXIMUM DENSITYASTM NO. 8, 9, OR 89 JOINT FILLASTM NO. 8 BEDDING 2" THICKCONCRETE PAVERS 3 1/8" THICK3/4" CLEAN CRUSHED ROCK OR CL IIPERMEABLE BASEROCK COMPACTED TOAT LEAST 92% RELATIVE MAXIMUMDENSITY 10" MIN THICKCAST-IN-PLACE CONC.EDGE MIN 4 IN.WIDE-MORTAR ORPOLYMER ADHEREDPAVERS TO TOPSHEETOF 10 SHEETSDATEBY REVISIONS DATE: SCALE:AS NOTED DESIGN:XP CHECK:SN PROJECT #:2024-001 GRADING AND DRAINAGE PLANS14341 BROWNS LANE GRADING PERMIT APPLICATION NO. CIVIO CONSULTING1669 FLANIGAN DRIVE #ESAN JOSE, CA 95121EMAIL: OFFICE@CIVIOCONSULTING.COM RESPOND TO 2nd ROUND COMMENTSSN11-13-20241 BUILDING CROSS SECTIONSC664" PCC OVER6" CLASS II AB6" PCC OVER6" CLASS II ABCONCRETE DRIVEWAYNTSSECTION 1 - 1SCALE 1" = 5'SECTION 2 - 2SCALE 1" = 5'1 inch = ft.( IN FEET )GRAPHIC SCALE051052.53" MIN3:1 MAX3: 1 MAXSWALE TYPICAL SECTIONNTSOG/FG18" MINRIVER ROCK (MED.)BUBBLER BOXNOTES:1.RIGID PLASTIC, A.C., C.I., OR STEEL PIPE ALLOWED TO BOX FROM PUMP2.BOX SHALL BE SET WITH ADJACENT GRADES SLOPING AWAY TOPREVENT RAINWATER & LANDSCAPE WATER FROM ENTERING.3.BOX SHALL BE SET IN LANDSCAPED AREA TO FACILITATE PERCOLATION.4.BOX SHALL NOT HAVE CONCRETE BOTTOM TO FACILITATE PERCOLATION.5.BOX MUST BE LOCATE AT LEAST 10 FEET FROM BACK OF SIDEWALKAND 3 FEET MINIMUM AWAY FROM SIDE AND REAR PROPERTY LINES,APPROPRIATELY LOCATED IN SWALE, VEGETATED OR RETENTION AREA.NTS24" 12" 4"GRATE LID 12"x12"GRAVITY FLOWFF34" PLYWOODHANGERMAX FGFG5% MINSEESTRUCTURALPLAN2.5"0.75"AFLASHING ISNEEDED IF A<8"(SEE ARCHITECTURALPLAN FOR DETAIL)DETAIL BAT BUILDING FOUNDATIONNTSFGFLCONCRETE FOOTING2' MINOGSEE ARCHITECTURAL PLANFOR FENCING DETAILS4"x4" POST W/6' SPACING6" MAX 2"x6" PRESSURETREATED REDWOOD5% MINDETAIL AFENCE DETAIL AT PERIMETERNTSPL B R O W N S L A N E ( P R I V A T E S T R E E T )-10" PLUMPL N66°08'47"W 88.27'PL S20°49'55"W 112.49'PL S72°18'07"E 88.34' 5' IEE PUE 10' IEE 5' IEE SADU(SEPARATE PERMIT)MAIN HOUSE1ST FF = 501.50GEPERVIOUS DWYJPCOGARAGEEX CONCCONNECTTO EX WW 30" COAST REDWOOD#167#168#169#1708", 8" PECAN20" COAST REDWOODSHEETOF 10 SHEETSDATEBY REVISIONS DATE: SCALE:AS NOTED DESIGN:XP CHECK:SN PROJECT #:2024-001 GRADING AND DRAINAGE PLANS14341 BROWNS LANE GRADING PERMIT APPLICATION NO. CIVIO CONSULTING1669 FLANIGAN DRIVE #ESAN JOSE, CA 95121EMAIL: OFFICE@CIVIOCONSULTING.COM RESPOND TO 2nd ROUND COMMENTSSN11-13-20241 UTILITY PLANC771 inch = ft.( IN FEET )GRAPHIC SCALE01020105-APN 409-14-035AREA = 9,501 SQ FT(0.2181 ACRES)NOTE:UTILITY LOCATIONS AS SHOWN ARE APPROXIMATE ONLY.CONTRACTOR TO VERIFY LOCATIONS OF ALL EXISTINGUTILITIES BEFORE COMMENCING CONSTRUCTION.1 B R O W N S L A N E ( P R I V A T E S T R E E T )-10" PLUMPL N66°08'47"W 88.27'PL S20°49'55"W 112.49'PL S72°18'07"E 88.34'SEX CONCEX CONC TO REMAIN30" COAST REDWOOD#167#168#169#1708", 8" PECAN20" COAST REDWOODFIBER ROLLSTEMPORARY DRAINAGE INLET PROTECTIONTEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXISTLEGEND:SHEETOF 10 SHEETSDATEBY REVISIONS DATE: SCALE:AS NOTED DESIGN:XP CHECK:SN PROJECT #:2024-001 GRADING AND DRAINAGE PLANS14341 BROWNS LANE GRADING PERMIT APPLICATION NO. CIVIO CONSULTING1669 FLANIGAN DRIVE #ESAN JOSE, CA 95121EMAIL: OFFICE@CIVIOCONSULTING.COM RESPOND TO 2nd ROUND COMMENTSSN11-13-20241 EROSION CONTROL PLANC88 3/4" CLEANCRUSHED1 inch = ft.( IN FEET )GRAPHIC SCALE01020105-APN 409-14-035AREA = 9,501 SQ FT(0.2181 ACRES) ROADWAYLCFLOW PLANFOR PAVED AREAS EXPOSED TO TRAFFICTEMPORARY DRAINAGE INLET PROTECTION CSECTION C-CGENERAL EROSION AND SEDIMENT CONTROL NOTES:4. THIS PLAN IS INTENDED TO BE USED FOR INTERIM EROSION AND SEDIMENT CONTROL ONLY AND IS NOT TO BE USED FOR FINALELEVATIONS OR PERMANENT IMPROVEMENTS.5. DEVELOPER WILL SUBMIT TO THE COUNTY/CITY MONTHLY (AT THE FIRST OF EACH MONTH BETWEEN OCT 15TH AND APRIL 15TH)CERTIFICATIONS THAT ALL EROSION/SEDIMENT MEASURES IDENTIFIED ON THE APPROVED EROSION CONTROL PLAN ARE IN PLACE. IFMEASURES ARE NOT IN PLACE, DEVELOPER SHALL PROVIDE THE COUNTY/CITY WITH A WRITTEN EXPLANATION OF WHY THE MEASURE ISNOT IN PLACE AND WHAT WILL BE DONE TO REMEDY THIS SITUATION.6. OWNER/CONTRACTER SHALL BE RESPONSIBLE FOR MONITORING EROSION AND SEDIMENT CONTROL MEASURES PRIOR, DURING, AND AFTERSTORM EVENTS.7. REASONABLE CARE SHALL BE TAKEN WHEN HAULING ANY EARTH, SAND, GRAVEL, STONE, DEBRIS, PAPER OR ANY OTHER SUBSTANCE OVERANY PUBLIC STREET, ALLEY, OR OTHER PUBLIC PLACE. SHOULD ANY BLOW, SPILL, OR TRACK OVER AND UPON SAID PUBLIC OR ADJACENTPRIVATE PROPERTY, IMMEDIATE REMEDY SHALL OCCUR.8. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE.9. DURING THE RAINY SEASON, ALL PAVED AREAS SHALL BE KEPT CLEAR OF EARTH MATERIAL AND DEBRIS. THE SITE SHALL BE MAINTAINEDSO AS TO MINIMIZE SEDIMENT LADEN RUNOFF TO ANY STORM DRAINAGE SYSTEM, INCLUDING EXISTING DRAINAGE SWALES AND WATERCOURSES.1O. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION WILL BE MINIMIZED. STATEAND LOCAL LAWS CONCERNING POLLUTION ABATEMENT SHALL BE COMPILED WITH.11. CONTRACTOR SHALL PROVIDE DUST CONTROL AS REQUIRED BY THE APPROPRIATE FEDERAL, STATE AND LOCAL AGENCY REQUIREMENTS. 3. CONTRACTOR: _________________________________________________ADDRESS: __________________________________________________24-HOUR PHONE NUMBER: _______________________________________CONSTRUCTION SUPERINTENDENT: ___________________________________ADDRESS: ___________________________________________________24-HOUR PHONE NUMBER: _________________________________________1. CONTRACTOR/OWNER: __________________________________________ ADDRESS: __________________________________________ PHONE NUMBER:__________________________________________ IT SHALL BE THE OWNER'S RESPONSIBILITY TO MAINTAIN CONTROL OF THE ENTIRE CONSTRUCTION OPERATION AND TO KEEP THE ENTIRESITE IN COMPLIANCE WITH THE SOIL EROSION CONTROL PLAN.2. CIVIL ENGINEER: _____________________________________________ ADDRESS: ______________________________________________ PHONE NUMBER:______________________________________________MAINTENANCE NOTESEROSION AND SEDIMENT CONTROL MEASURES1.THE FACILITIES SHOWN ON THIS PLAN ARE DESIGNED TO CONTROL EROSION AND SEDIMENT DURING THE RAINY SEASON, OCTOBER 15 TOAPRIL 15. FACILITIES ARE TO BE OPERABLE PRIOR TO OCTOBER 1 OF ANY YEAR. GRADING OPERATIONS DURING THE RAINY SEASON WHICHLEAVE DENUDED SLOPES SHALL BE PROTECTED WITH EROSION CONTROL MEASURES IMMEDIATELY FOLLOWING GRADING ON THE SLOPES.2.THIS PLAN COVERS ONLY THE FIRST WINTER FOLLOWING GRADING WITH ASSUMED SITE CONDITIONS AS SHOWN ON THE EROSIONCONTROL PLAN. PRIOR TO SEPTEMBER 15, THE COMPLETION OF SITE IMPROVEMENT SHALL BE EVALUATED AND REVISIONS MADE TO THISPLAN ARE NECESSARY WITH THE APPROVAL OF THE COUNTY/CITY ENGINEER. PLANS RESUBMITTED FOR THE COUNTY/CITY APPROVALPRIOR TO SEPTEMBER 1 OF EACH SUBSEQUENT YEAR UNTIL ARE TO BESITE IMPROVEMENTS ARE ACCEPTED BY THE COUNTY/CITY.3.CONSTRUCTION ENTRANCES SHALL BE INSTALL PRIOR TO COMMENCEMENT OF GRADING. ALL CONSTRUCTION TRAFFIC ENTERING ONTO THEPAVED ROADS MUST CROSS THE STABILIZED CONSTRUCTION ENTRANCE WAYS.4.CONTRACTOR SHALL MAINTAIN STABILIZED ENTRANCE AT EACH VEHICLE ACCESS POINT TO EXISTING PAVED STREETS. ANY MUD OR DEBRISTRACKED ON TO PUBLIC STREETS SHALL BE REMOVED DAILY AND AS REQUIRED BY THE COUNTY/CITY.5.IF HYDROSEEDING IS NOT USED OR IS NOT EFFECTIVE BY 10/10, THEN OTHER IMMEDIATE METHODS SHALL BE IMPLEMENTED, SUCH ASEROSION CONTROL BLANKETS OR THREE-STEP APPLICATIONS OF 1) SEED, MULCH, FERTILIZER 2) BLOWN STRAW 3) TRICKIFIER ANDMULCH.6.INLET PROTECTION SHALL BE INSTALLED AT OPEN INLETS TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAIN SYSTEM. INLETSNOT USED IN CONJUNCTION WITH EROSION CONTROL ARE TO BE BLOCKED TO PREVENT ENTRY OF7.LOTS WITH HOUSES UNDER CONSTRUCTION WILL NOT BE HYDROSEEDED. EROSION PROTECTION FOR EACH LOT WITH A HOUSE UNDERCONSTRUCTION SHALL CONFORM TO THE TYPICAL LOT EROSION CONTROL DETAIL SHOWN ON THIS SHEET.8.THIS EROSION AND SEDIMENT CONTROL PLAN MAY NOT COVER ALL THE SITUATIONS THAT MAY ARISE DURING CONSTRUCTION DUE TOUNANTICIPATED FIELD CONDITION. VARIATIONS AND ADDITIONS MAY BE MADE TO THIS PLAN IN THE FIELD. NOTIFY THE REPRESENTATIVEOF ANY FIELD CHANGES.9.GRADING WORK BETWEEN OCTOBER 15 AND APRIL 15 IS AT THE DISCRETION OF COUNTY/CITY.1.MAINTENANCE IS TO BE PERFORMED AS FOLLOWS:A. REPAIR DAMAGES CAUSED BY SOIL EROSION OR CONSTRUCTION AT THE END OF EACH WORKING DAYB. SWALES SHALL BE INSPECTED PERIODICALLY AND MAINTAINED AS NEEDED.C. SEDIMENT TRAPS, BERMS, AND SWALES ARE TO BE INSPECTED AFTER EACH STORM AND REPAIRS MADE AS NEEDED. D. SEDIMENT SHALL BE REMOVED AND SEDIMENT TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT HAS ACCUMULATED TO A DEPTH OF 1 FOOT.E. SEDIMENT REMOVED FROM TRAP SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE.F. RILLS AND GULLIES MUST BE REPAIRED.2.SAND BAD INLET PROTECTION SHALL BE CLEANED OUT WHENEVER SEDIMENT DEPTH IS ONE HALF THE HEIGHT OF ONE SAND BAG.3.EXPOSED SLOPE SHALL BE PROTECTED WITH JUTE NET AND/OR HYDROSEED. HYDROSEED SHALL BE A HOMOGENEOUSLY MIX OF SLURRYCONTAINING NOT LESS THAN 44 LBS OF ORGANIC MULCHING AMENDMENT PLUS FERTILIZER, CHEMICAL ADDITIVES AND SOLIDS FOR EACH100 GALLONS OF WATER.STABILIZED CONSTRUCTION ENTRANCE/EXITCASQA DETAIL TC-13CRUSHED AGGREGATE GREATER THAN 3"BUT SMALLER THAN 6"FILTER FABRICORIGINAL GRADEOR FOUR TIMES THE CIRCUMFERENCEOF THE LARGEST CONSTRUCTION VEHICLE TIRE,WHICHEVER IS GREATERWIDTH ASREQUIRED TOACCOMMODATEANTICIPATEDTRAFFICEXISTING PAVED ROADWAY NOTE:CONSTRUCTION SEDIMENT BARRIERAND CHANNELIZE RUNOFF TOSEDIMENT TRAPPPING DEVICETEMPORARY PIPECULVERT AS NEEDEDDITCH 20' R MINFIBER ROLLSCASQA DETAIL SE-514' MAX4' MAXFIBER ROLLS4' MAX4' MAXSLOPEVARIES12" MIN 4" MAX ENTRENCHMENT DETAILNOT TO SCALETYPICAL FIBER ROLL INSTALLATIONNOT TO SCALESHEETOF 10 SHEETSDATEBY REVISIONS DATE: SCALE:AS NOTED DESIGN:XP CHECK:SN PROJECT #:2024-001 GRADING AND DRAINAGE PLANS14341 BROWNS LANE GRADING PERMIT APPLICATION NO. CIVIO CONSULTING1669 FLANIGAN DRIVE #ESAN JOSE, CA 95121EMAIL: OFFICE@CIVIOCONSULTING.COM RESPOND TO 2nd ROUND COMMENTSSN11-13-20241 EROSION CONTROL DETAILSC99 INSTALL A FIBER ROLL NEARSLOPE WHERE ITTRANSITIONS INTO A STEEPERSLOPENOTE:INSTALL FIBER ROLLALONG A LEVEL CONTOUR.VERTICAL SPACINGMEASURED ALONG THEFACE OF THE SLOPEVARIES BETWEEN 8 FTAND 20FTROBERTO FLAMENCO14341 BROWNS LANE, LOS GATOS, CA 95032(831) 566-9040CIVIO CONSULTING1669 FLANIGAN DRIVE, SUITE E, SAN JOSE, CA 95121CONCRETE WASTE MANAGEMENTCASQA DETAIL WM-82BBSTAPLE DETAILCONCRETEWASHOUTCONCRETE WASHOUT SIGN DETAIL(OR EQUIVALENT)NOTES:1.ACTUAL LAYOUT DETERMINED IN FIELD.2.3.THE CONCRETE WASHOUT SIGN SHALL BEINSTALLED WITHIN 30FT. OF THE TEMPORARYCONCRETE WASHOUT FACILITY.SECTION B-BNOT TO SCALEPLANNOT TO SCALETYPE "ABOVE GRADE WITH STRAW BALES"BINDING WIRESTRAW BALE10 MIL PLASTIC LININGSTAPLES(2 PER BALE)NATIVE MATERIAL(OPTIONAL)WOOD OR METAL STAKES(2 PER BALE)STRAW BALE(TYP)10 MIL PLASTIC LININGSTAPLE(TYP)10' MINVARIES 4"2"1/8" DIA.STEEL WIREPLYWOOD 48"x24"PAINTED WHITEBLACK LETTERS6" HEIGHT1/2" LAG SCREWSWOOD POST 3"x3"x8'3'3'SEE PLANSECTION A-ANOT TO SCALE12" MIN UNLESS OTHERWISESPECIFIED BY A SOIL ENGINEERGRAVEL BAGSDRAINAGE INLET WITHSEDIMENT CONTROL BAGCURB OR DIKESEDIMENT CONTROL BAGCURB OR DIKEGRAVEL BAGSDRAINAGE INLETGRAVEL BAGSFLOWFLOWROAD WAYFIBER ROLL 8" MIN0.8"x0.8" WOOD STAKESMAX 4 FT SPACINGACACATCH BASINMATCH EXISTING GRADE B R O W N S L A N E ( P R I V A T E S T R E E T )-10" PLUMSADU(SEPARATE PERMIT)MAIN HOUSE1ST FF = 501.50PERVIOUS DWYGARAGEEX CONC30" COAST REDWOOD#167#168#169#1708", 8" PECAN20" COAST REDWOODCLEAN UP AREAPORTABLE TOILETDEBRIS BOXCONCRETEWASHOUTCONSTRUCTIONMATERIAL STORAGEAREAPROJECT SCHEDULESECURITY FENCECONSTRUCTION TEMPORARY PARKING BEGIN ENDDEMOLITION2/04/2025 2/24/2025GRADING & FOUNDATION EXCAVATION2/24/20255/24/2025BUILDING CONSTRUCTION5/24/2025 7/30/2026CONSTRUCTION SITE FIRE SAFETY:ALL CONSTRUCTION SITES MUST COMPLY WITH APPLICABLEPROVISIONS OF THE CFC CHAPTER 33 AND OUR STANDARDDETAILS AND SPECIFICATION S1-7.SHEETOF 10 SHEETSDATEBY REVISIONS DATE: SCALE:AS NOTED DESIGN:XP CHECK:SN PROJECT #:2024-001 GRADING AND DRAINAGE PLANS14341 BROWNS LANE GRADING PERMIT APPLICATION NO. CIVIO CONSULTING1669 FLANIGAN DRIVE #ESAN JOSE, CA 95121EMAIL: OFFICE@CIVIOCONSULTING.COM RESPOND TO 2nd ROUND COMMENTSSN11-13-20241 CONSTRUCTION MANAGEMENT PLANC1010 CONSTRUCTION TEMPORARY PARKING 1 inch = ft.( IN FEET )GRAPHIC SCALE01020105 11'-7"17'-5"10'-10 1/2"8'-10"10'-10 1/2" 5'-6"3'-9"5'-5 1/2"5'-6" 11'-6"9'-7 1/2"13'-3"11'-3 1/2" 123 A B C 11' - 9 1/2"16' - 2" 27' - 11 1/2" 2'-2 1/2"3'-11 1/2"2'-8 1/2"36' - 0"22' - 3"13' - 9"- A2003 A200 7 A200 5 A2001 1 9'-3"- FLOOR PLAN, EXISTING, LEGEND (E) WALL TO BE REMOVED (E) WINDOW TO BE REMOVED (E) DOOR TO BE REMOVED (E) WALL TO BE REMAIN (E) WINDOW TO BE REMAIN (E) DOOR TO BE REMAIN ATTS LAC E FO ILICENS E D ARCHIT ECTF O RNIAGORD KONW GNO RENEWAL 03/01/2013 4 0 4 53-C Flamenco Residence14341 Browns LaneLos Gatos, CA 95032SCALE AS INDICATEDR E S I D E N T I A L / C O M M E R C I A L GORDON K WONG, ARCHITECT710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95121(408) 796-1845 LIC# 34045GKW Architects.comKEVIN YU, JOSHUA LIUPROJECT REPRESENTATIVES710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95121(408)796-184508/31/2025 2/20/2025 2:43:03 PM A100 Architectural,Floor Plan &ExistingConditions Architectural, Floor Plan & Existing Conditions 1/4" = 1'-0"1Floor Plan, Existing 1 EXISTING SHED FIRST FLOOR PLAN, EXISTING, KEYNOTES 0'2' 4'8'16' 1.2. GENERAL NOTES: CONTRACTOR TO VERIFY EXISTING ELEMENTS / DIMENSIONSELEMENTS IN BLUE ARE TO BE DEMOLISHED WHILE ELEMENTS IN BLACK ARE TO REMAIN North Revision Schedule Number Description Date U.C.Refr.A2004 A200 A200 A200 8 2 6 123 B C 7' - 3"5' - 3"19' - 3"3' - 0"3' - 6" 3' - 8 1/2"11' - 9 1/2"16' - 2"12' - 1"22' - 7" 69' - 10" 4 5 E 20'-11"12'-6" MIN 20' X 20' 2-CAR GARAGE D F 34' - 9"1.B1.A3.A PA 5'-0"4'-2"4'-0"CL PA 3'-3"10'-0"FAMILYDININGKITCHEN ADU, UNDER SEPARATE MINISTERIAL PERMIT PANTRY SHOWER 3'-8"HALF BATH 2'-2" ENTRY / VEST CL 5'-10" 19' - 0 1/2"15' - 6" 6' - 1"3' - 3 1/2"6' - 1" 5'-1" 1 A300 2 A300 4' - 5 1/2" 3' - 3 1/2" 3' - 3 1/2"4' - 6" LNDYW/D 3' - 6"15' - 6 1/2" 2'-2" KITCHENETTE -G006 7 2 2 1 3 A300 HVAC 19' - 1 1/2"15' - 8"6' - 3 1/2"SIDE SETBACK LINE11' - 11"2' - 9 1/2" 2' - 5 1/2"4' - 2 1/2"10' - 7"3' - 3 1/2"8' - 0 1/2"E2 E2 22'-0"1'-1"3'-6"5'-0"5'-0"5'-7"6'-10"7'-0"UP 6'-7"5'-3" OPEN TO ABOVE2'-2"FRONT SETBACK LINEPROPERTY LINE3 BAR -- -21' - 11"0"REAR SETBACK LINESIDE SETBACK 8'-0" 6'-3" PROPERTY LINE TO EXTERIOR FINISH 8' - 3" - -1'-8" 1'-8" 7'-6 1/2"1'-8"1. 1.2.3. 1. 1. 2. (A) EXTERIOR FINISH JAMES HARDIE (B) W.P. MEMBRANE1. GRADE "D" BLDG. PAPER (2 LAYERS) (C) PLYWD. SHEATHING1. 1/2" CDXPLYWOOD2. 5/8" TYPE X GYPSUM SHEATHING (D) FRAMING/ STUD2X4 WOOD2X6 WOOD2X8 WOOD (E) INSULATIONPER TITLE 24 (F) DRYWALL1/2" GYP. BRD. 5/8" TYPE X GYP. BRD. WALL TYPES: WALL ASSEMBLY:UL LISTING: (A1, B1, C2, D1, E1, F2) ASTM E119 (A1, B1, C2, D2, E1, F2) ASTM E119 (F2, D1, F2) (F2, D2, F2) E1 E2 N1 N2 ATTS LAC E FO ILICENS E D ARCHIT ECTF O RNIAGORD KONW GNO RENEWAL 03/01/2013 4 0 4 53-C Flamenco Residence14341 Browns LaneLos Gatos, CA 95032SCALE AS INDICATEDR E S I D E N T I A L / C O M M E R C I A L GORDON K WONG, ARCHITECT710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95121(408) 796-1845 LIC# 34045GKW Architects.comKEVIN YU, JOSHUA LIUPROJECT REPRESENTATIVES710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95121(408)796-184508/31/2025 3/18/2025 1:34:04 PM A101 Architectural, 1stFloor Plan,ProposedArchitectural, 1st Floor Plan, Proposed 1/4" = 1'-0"11st Floor Plan, Proposed 0'2' 4'8'16' 1 SEPARATE ENTRY FOR ADU. 60" x 60" LEVEL LANDING, NO MORE THAN 1 INCH OUT OF PLANE WITH IMMEDIATE INTERIOR FLOOR LEVEL & WITH 18-INCH CLEAR AT INTERIOR STRIKE EDGE COFFERED CEILING LINE OF SECOND FLOOR ABOVE FIRST FLOOR PLAN, PROPOSED, KEYNOTES 1.2.3.4. 5. 6. 7. 8. 9. 10.11. GENERAL NOTES CONTRACTOR TO VERIFY ALL FIELD MEASUREMENTS.REFER TO ELEVATIONS FOR ALL EXT. ELEMENTS ALIGNMENT.ELEMENTS IN GRAY ARE EXISTING WHILE ELEMENTS IN BLACK ARE PROPOSED.LANDING MINIMUM 36" DEEP LANDING AND NOT MORE THAN 1 1/2" LOWER THAN TRESHOLD FOR OUTSWINING DOORS.WINDOWS HAVE THE BOTTOM OF THE CLEAR OPENING NOT MORE THAN 44 INCHES ABOVE THE FLOOR OPENS DIRECTLY TO STREET, PUBLIC ALLEY YARD, OR COURT THAT OPENS TO A PUBLIC RIGHT OF WAY. CRC SECTION R310DOORS AND PANELS OF SHOWER AND BATHTUB ENCLOSURES SHALL BE FULLY TEMPERED, LAMINATED SAFETY GLASS OR APPROVED PLASTIC. CRC SECTION R308.4..5WATER RESISTANT GYPSUM BACKING BOARD SHALL NOT BE USED OVER A VAPOR RETARDER IN SHOWER OR BATHTUB COMPARTMENTS. CRC R307.2 AND R702.4CLEAR SPACE AROUND A TOILET SHALL MEASURE A MNIMUM 15" FROM CENTERLINE OF TOILET TO WALL OR BARRIOR ON EACH SIDE, AND A MINIMUM 24" IN FRONT OF THE TOILET.SHOWER PAN DIMENSIONS MUST BE A MINIMUM AREA OF 1024 SQ. INCHES AND A MINIMUM FINISH DIMENSION OF 30" IN ANY DIRECTION.SHOWER DOORS SHALL OPEN A MINIMUM 22" UNOBSTRUCTED OPENING FOR EGRESS.STAIR RISE (MAXIMUM 7 - 3/4") AND RUN (MINIMUM 10") FROM NOSING TO NOSING. WHERE TREAD DEPTH IS LESS THAN 11", A NOSING OF 3/4" MINIMUM TO 1-1/4" MAXIMUM IS REQUIRED. North 2 3 WALL LEGEND Revision Schedule Number Description Date 1 Planning 2024.02.13 2 Staff Tech Rev #1 2024.07.12 3 Staff Tech Rev #2 2024.11.05 4 Staff Tech Rev #3 2025.01.06 A2004 A200 A200 A200 8 2 6 12 C 4 5 E D 1.B1.A3.A B.1 1 A300 2 A300 69' - 10" 3' - 6" 3' - 8 1/2"11' - 9 1/2"12' - 9"15' - 6"22' - 7"32' - 9"7' - 3"5' - 3"20' - 3"BEDRM 4 VESTIBULE M. BEDRM PORCH BATH 2 BATH 3 M BATH WIC 15'-7 1/2" 14'-6" LNDY 16'-4"3'-4"6'-9 1/2"CL 3'-4"14'-6"9'-10 1/2"4'-6"2'-5 1/2"-G006 7 3 A300 2'-10 1/2" 1'-6"ATTICE2 10'-5"3' - 0 1/2"9' - 0"3' - 6" 3'-6" BEDRM 1 DOWN 7'-8 1/2"2'-2"13'-0"SIDE SETBACK LINEFRONT SETBACK LINEPROPERTY LINE3 37' - 8 1/2" CEILING HEIGHT 9'-0" CEILING HEIGHT 10'-0" CEILING HEIGHT 10'-0" CEILING HEIGHT 10'-0" -- -5'-8 1/2"3 REAR SETBACK LINE 2' - 8 1/2"SIDE SETBACK 8'-0" 7' - 6 1/2"8' - 0" 3'-10 1/2" 3'-10 1/2" 7' - 0"1' - 6" 2'-2" ATTIC 10'-1"8'-1"5'-4"5'-10"16'-1 1/2"12'-5"14'-4"5'-5"4 (EG) (OP) (EG) (EG) (OP) (EG) (OP) 5'-6"4'-0"3'-6"5'-0" 4'-0"DECORVAULT FLAT 5'-2"ATTS LAC E FO ILICENS E D ARCHIT ECTF O RNIAGORD KONW GNO RENEWAL 03/01/2013 4 0 4 53-C Flamenco Residence14341 Browns LaneLos Gatos, CA 95032SCALE AS INDICATEDR E S I D E N T I A L / C O M M E R C I A L GORDON K WONG, ARCHITECT710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95121(408) 796-1845 LIC# 34045GKW Architects.comKEVIN YU, JOSHUA LIUPROJECT REPRESENTATIVES710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95121(408)796-184508/31/2025 2/20/2025 2:43:08 PM A102 Architectural, 2ndFloor Plan,ProposedArchitectural, 2nd Floor Plan, Proposed 1/4" = 1'-0"12nd Floor Plan, Proposed 0'2' 4'8'16' 1 2 DECOR COFFERED CEILING LINE OF FIRST FLOOR BELOW 42" RAILING SECOND FLOOR PLAN, PROPOSED, KEYNOTES 1.2.3.4. 5. 6. 7. 8. 9. 10.11. GENERAL NOTES CONTRACTOR TO VERIFY ALL FIELD MEASUREMENTS.REFER TO ELEVATIONS FOR ALL EXT. ELEMENTS ALIGNMENT.ELEMENTS IN GRAY ARE EXISTING WHILE ELEMENTS IN BLACK ARE PROPOSED.LANDING MINIMUM 36" DEEP LANDING AND NOT MORE THAN 1 1/2" LOWER THAN TRESHOLD FOR OUTSWINING DOORS.WINDOWS HAVE THE BOTTOM OF THE CLEAR OPENING NOT MORE THAN 44 INCHES ABOVE THE FLOOR OPENS DIRECTLY TO STREET, PUBLIC ALLEY YARD, OR COURT THAT OPENS TO A PUBLIC RIGHT OF WAY. CRC SECTION R310DOORS AND PANELS OF SHOWER AND BATHTUB ENCLOSURES SHALL BE FULLY TEMPERED, LAMINATED SAFETY GLASS OR APPROVED PLASTIC. CRC SECTION R308.4..5WATER RESISTANT GYPSUM BACKING BOARD SHALL NOT BE USED OVER A VAPOR RETARDER IN SHOWER OR BATHTUB COMPARTMENTS. CRC R307.2 AND R702.4CLEAR SPACE AROUND A TOILET SHALL MEASURE A MNIMUM 15" FROM CENTERLINE OF TOILET TO WALL OR BARRIOR ON EACH SIDE, AND A MINIMUM 24" IN FRONT OF THE TOILET. SHOWER PAN DIMENSIONS MUST BE A MINIMUM AREA OF 1024 SQ. INCHES AND A MINIMUM FINISH DIMENSION OF 30" IN ANY DIRECTION.SHOWER DOORS SHALL OPEN A MINIMUM 22" UNOBSTRUCTED OPENING FOR EGRESS.STAIR RISE (MAXIMUM 7 - 3/4") AND RUN (MINIMUM 10") FROM NOSING TO NOSING. WHERE TREAD DEPTH IS LESS THAN 11", A NOSING OF 3/4" MINIMUM TO 1-1/4" MAXIMUM IS REQUIRED. North 3 Revision Schedule Number Description Date 1 Planning 2024.02.13 2 Staff Tech Rev #1 2024.07.12 3 Staff Tech Rev #2 2024.11.05 4 Staff Tech Rev #3 2025.01.06 4 (T) (EG) TEMPERED EGRESS OPAQUE / FROSTED GLASS(OP) 3" / 1'-0"10" / 1'-0"10" / 1'-0"10" / 1'-0"10" / 1'-0"6" / 1'-0"6" / 1'-0"6' - 6 1/2"28' - 11 1/2"3' - 9 1/2"41' - 7"1234 4' - 0"17' - 9 1/2"10' - 6"17' - 9"1' - 6 1/2" 10' - 0"4' - 6" 46' - 0 1/2"16' - 0"7' - 0 1/2"19' - 8"13' - 7 1/2"6" / 1'-0"SIDE SETBACK LINEFRONT SETBACK LINE 1' - 0" EAVES 1' - 0"1' - 0"1' - 0"0' - 6" EAVES 0' - 6" EAVES1' - 0" 1' - 6"2' - 0" EAVES1' - 6"1' - 6"1' - 6"5' - 0"41' - 10"4' - 3"11' - 0"11' - 0 1/2"5' - 5 1/2"44' - 10"1' - 6" EAVES1' - 6" EAVES6" / 1'-0"REAR SETBACK LINE 14' - 6"6" / 1'-0"10" / 1'-0"10" / 1'-0"6" / 1'-0"6" / 1'-0"1'-1" / 1'-0"6" / 1'-0"1'-1" / 1'-0"69' - 1"2' - 3 1/2" EAVES39' - 4"1' - 6"1' - 1"0' - 11 1/2" EAVES 1' - 6"22' - 0"3' - 0 1/2" EAVES1' - 0"1' - 0"1' - 0" EAVES 1' - 6" 31' - 2 1/2" 15' - 11 1/2"15' - 3" 15' - 1 1/2"39' - 1"12' - 0"27' - 1"22' - 10"1 BUILDING AREA SUMMARY (P) PRIMARY HOUSE 2,580 SF - 1ST FLOOR 1,039 SF - 2ND FLOOR 1,541 SF (P) ADU (UNDER SEPARATE PERMIT)385 SF (P) ATTACHED 2-CAR GARAGE 507 SF - FRONT PORCH 43 SF - REAR PORCH 26 SF - ADU ENTRY PORCH18 SF - 2ND FLOOR BALCONY96 SF (P) TOTAL PORCH AREA (NOT COUNTABLE AREA):183SF (P) ATTIC SPACE, COUNTABLE:0 SF (P) LOT COVERAGE: 1039 SF (1ST FLOOR) + 385 SF (ADU) + 507 SF (GARAGE) + 43 SF (FRONT PORCH) + 26 SF (REAR PORCH) + 18 SF (ADU ENTRY PORCH) = 2,018 SF (P) FLOOR AREA: 2,580 SF (PRIMARY HOUS)E + 0 SF( ATTIC, COUNTABLE)= 2,580 SF (P) GARAGE AREA: 507 SF COUNTED SEPARATELY (P) 1ST FLOOR AREA: 1039 SF COUNTABLE AREA (P) REAR PORCH AREA: 26 SF NOT COUNTED (P) SIDE ENTRY, ADU AREA: 18 SFNOT COUNTED (P) FRONT ENTRY AREA: 43 SFNOT COUNTED DELINEATED LINE FOR ADU DELINEATED LINE FOR GARAGE (P) ADU AREA: 385 SF COUNTED SEPARATELY OPEN TO ABOVE(STAIRWELL COUNTED ON 2ND FLOOR) UP (P) 2ND FLOOR AREA: 1541 SFCOUNTABLE AREA (P) 2ND FLOOR PORCH AREA: 96 SFNOT COUNTED (P) ATTIC NOT COUNTED (P) ATTICNOT COUNTED (P) ATTIC, ABOVE FIRST FLOOR NOT COUNTED5 A103 DOWN 7' - 0"(P) ATTIC, ABOVE 2ND FLOOR NOT COUNTABLE SQUARE FOOTAGE 7' - 0"CEILING HEIGHT10' - 0"WIC (P) ATTIC, BEHIND BEDRM NOT COUNTABLE SQUARE FOOTAGE 5' - 3 1/2"6' - 6"ATTS LAC E FO ILICENS E D ARCHIT ECTF O RNIAGORD KONW GNO RENEWAL 03/01/2013 4 0 4 53-C Flamenco Residence14341 Browns LaneLos Gatos, CA 95032SCALE AS INDICATEDR E S I D E N T I A L / C O M M E R C I A L GORDON K WONG, ARCHITECT710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95121(408) 796-1845 LIC# 34045GKW Architects.comKEVIN YU, JOSHUA LIUPROJECT REPRESENTATIVES710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95121(408)796-184508/31/2025 2/20/2025 2:43:13 PM A103 Architectural, RoofPlan, Existing &Proposed, & AreaDiagram Architectural, Roof Plan, Existing & Proposed, & Area Diagram 1/8" = 1'-0"1 Roof Plan, Proposed 0'4' 8' 16'32' 1 ASPHALT SHINGLE ROOF ROOF PLAN, EXISTING, KEYNOTES 1.2. NOTES CONTRACTOR TO VERIFY ALL FIELD MEASUREMENTS.REFER TO ELEVATIONS FOR ALL EXT. ELEMENTS ALIGNMENT. 1/8" = 1'-0"2 Roof Plan, Existing 0'4' 8' 16'32' 1 2 ASPHALT SHINGLE ROOF STANDING SEAM METAL ROOF 2X TYP. FASCIA GUTTER ROOF PLAN, PROPOSED, KEYNOTES 3 4 1.2. 3. NOTES CONTRACTOR TO VERIFY ALL FIELD MEASUREMENTS.REFER TO ELEVATIONS FOR ALL EXT. ELEMENTS ALIGNMENT.ELEMENTS IN BLUE ARE TO BE DEMOLISHED WHILE ELEMENTS IN BLACK ARE TO REMAIN North North AREA BREAKDOWN TABLE AREA DESCRIPTION 1ST FLOOR 2ND FLOOR TOTAL MAX ALLOWABLE EXISTINGPROPOSED COUNTABLE ATTIC 1,027 SF 1,553 SF 0 SF 2,580 SF 832 SF (+ 240 SF SHED) 0 SF 0 SF 1,072 SF BELOW GRADE SQUARE FOOTAGE (EXEMPT)0 SF0 SF GARAGE507 SF ADU 0 SF 0 SF392 SF 2,946 SF 827 SF 950 SF 1/8" = 1'-0"3First Floor Plan, Floor Area Diagram 1/8" = 1'-0"4Second Floor Plan, Floor Area Diagram 3/16" = 1'-0"5Attic Height, Cross Section AREA BREAKDOWN ROOF PLANS - EXISTING & PROPOSED ADU UNDER SEPARATE PERMIT Revision Schedule Number Description Date 1 Planning 2024.02.13 2 Staff Tech Rev #1 2024.07.12 3 Staff Tech Rev #2 2024.11.05 4 Staff Tech Rev #3 2025.01.06 GRADE0' - 0" T.O.R28' - 6 31/32" 1st Level FF1' - 7" T.O.P, Level 110' - 7" 2nd Level FF11' - 7" T.O.P, Level 220' - 7"28' - 7"1' - 5"8' - 0"9' - 0"1' - 0"9' - 0"CL 613 12 2 6" 1'-0" Max Bldg Height30' - 0" 11 1'-1" 1'-0" 6" 1'-0" 6" 1'-0" GRADE0' - 0" T.O.R28' - 6 31/32" 1st Level FF1' - 7" T.O.P, Level 110' - 7" 2nd Level FF11' - 7" T.O.P, Level 220' - 7"28' - 7"1' - 7" 9' - 0" 1' - 0" 9' - 0"8' - 0" 1' - 5" (EG) (EG)(T) (T) 4 12 62 3 9 13 10'-6 1/2"9'-0"3'-9" Max Bldg Height30' - 0" 10TYP. (T) GRADE0' - 0" T.O.R28' - 6 31/32" 1st Level FF1' - 7" T.O.P, Level 110' - 7" 2nd Level FF11' - 7" T.O.P, Level 220' - 7"28' - 7"1' - 5"8' - 0"9' - 0"1' - 0"9' - 0"1' - 7"(EG)(EG)(EG) (T)(T)(T)(T)(T) 5 162 73 7' - 11"7' - 11"CLCL7' - 11"7' - 10"6' - 3"6' - 3"CL (T) CL 9 12 10" 1'-0" 10" 1'-0" 131 4' - 6" 4' - 6" 14 15'-0 1/2"7'-6 1/2" Max Bldg Height30' - 0" 119 11 GRADE0' - 0" T.O.R28' - 6 31/32" 1st Level FF1' - 7" T.O.P, Level 110' - 7" 2nd Level FF11' - 7" T.O.P, Level 220' - 7"28' - 7"1' - 5"8' - 0"9' - 0"1' - 0"9' - 0"1' - 7"5 (T) 13' - 1 1/2"13' - 1 1/2"CL 12 9 11 Max Bldg Height30' - 0" 8 GRADE0' - 0" (E) T.O.P9' - 4" 1st Level FF1' - 7" (E) T.O.R17' - 0 3/32"17' - 0"7' - 8"7' - 9"1' - 7"1E2E GRADE0' - 0" (E) T.O.P9' - 4" 1st Level FF1' - 7" (E) T.O.R17' - 0 3/32"17' - 0"1' - 7" 7' - 9"7' - 8"1E2E 1E2E GRADE0' - 0" (E) T.O.P9' - 4" 1st Level FF1' - 7" (E) T.O.R17' - 0 3/32"17' - 0"7' - 8"7' - 9"1' - 7"1E2E 1E2E GRADE0' - 0" (E) T.O.P9' - 4" 1st Level FF1' - 7" (E) T.O.R17' - 0 3/32"17' - 0"7' - 8"7' - 9"1' - 7"1E 2E ATTS LAC E FO ILICENS E D ARCHIT ECTF O RNIAGORD KONW GNO RENEWAL 03/01/2013 4 0 4 53-C Flamenco Residence14341 Browns LaneLos Gatos, CA 95032SCALE AS INDICATEDR E S I D E N T I A L / C O M M E R C I A L GORDON K WONG, ARCHITECT710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95121(408) 796-1845 LIC# 34045GKW Architects.comKEVIN YU, JOSHUA LIUPROJECT REPRESENTATIVES710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95121(408)796-184508/31/2025 2/20/2025 2:43:31 PM A200 Architectural,Elevations,Existing &Proposed Architectural, Elevations, Existing & Proposed 1/8" = 1'-0"4Right-North Elevation, Proposed 1/8" = 1'-0"8Rear-West Elevation, Proposed 1/8" = 1'-0"6Front-East Elevation, Proposed 1/8" = 1'-0"2Left-South Elevation, Proposed 1/8" = 1'-0"1Left-South, Existing 1/8" = 1'-0"7Rear-West, Existing 1/8" = 1'-0"5Front-East, Existing 1/8" = 1'-0"3Right-North, Existing ELEVATIONS, PROPOSED, KEYNOTES & MATERIALS 2 4 5 6 7 8 (T) (EG) 1. 2. 3. 4. 5.6. 7. REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL CERTIFY HEIGHT OF BUILDING DOES NOT EXCEED 26 FEET. THE WRITTEN CERTIFICATION SHALL BE SUBMITTED TO THE BUILDING OFFICIAL PRIOR TO ROOF SHEATHING INSPECTION AND SHALL TAKE INTO ACCOUNT THE ADDED HEIGHT WITH THE INSTALLATION OF THE ROOFING MATERIALS AND UNDERLAYMENT.GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS. WEEP SCREED A MINIMUM OF 26 GA CORROSION RESISTANT WEEP SCREED W/ A MINIMUM VERTICAL ATTACHMENT FLANGE OF FOUNDATION PLATE LINE ON ALL EXTERIOR STUD WALLS W/ STUCCO. THE SCREED SHOULD BE PLACED A MINIMUM OF 4" ABOVE THE EARTH OR 2" ABOVE PAVED AREAS AND SHALL BE OF A TYPE WHICH WILL TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING.ADDRESS NUMBERS SHALL BE ARABIC NUMBERS OR ALPHABETICAL LETTERS. NUMBERS SHALL BE A MINIMUM OF 4 INCHES HIGH WITH A MINIMUM STROKE WIDTH OF 1/2 INCH. NUMBERS SHALL NOT BE SPELLED OUT. THESE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND (CRC 319.1)FF LEVEL (0' - 0") IS EQUIVALENT TO ASML (228.85). PLEASE SEE CIVIL PLANS SHEET LC4 % LC5 FOR MORE INFORMATION.WEEP SCREED A MINIMUM OF 26 GA CORROSION RESISTANT WEEP SCREED W/ A MINIMUM VERTICAL ATTACHMENT FLANGEOF FOUNDATION PLATE LINE ON ALL EXTERIOR STUD WALLS. THE SCREED SHOULD BE PLACES A MINIMUM OF 4" ABOVE THE EARTH OR 2" ABOVE PAVED AREAS AND SHALL BE OF A TYPE WHICH WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING.ALL PERMANENT EXTERIOR LIGHT FIXTURES SHOULD UTILIZE SHIELDS SO THAT NO BULB IS VISIBLE AND TO ENSURE THAT LIGHT IS DIRECTED TO THE GROUND SURFACE AND DOES NOT SPILL LIGHT ONTO NEIGHBORING PARCELS OR PRODUCE GLARE WHEN SEEN FROM NEARBY HOMES. 1 STANDING SEAM METAL ROOF, NON-REFLECTIVE & MATTE FINISH 2X TYP. FASCIA BOARD PRE-PRIMED/ PAINTED 2X DRIP SILL WITH SLOPE ACCORDION DOOR CONCRETE STOOP GUTTER ADDRESS NUMBER (SEE NOTE BELOW) DECORATIVE CORBEL ADVANTAGE PLUS EXTERIOR TRIM EXTERIOR LIGHT, TO HAVE SHIELD SO BULB LIGHT IS DIRECTED TO THE GROUND TEMPERED EGRESS 9 10 0'4' 8' 16'32'0'4' 8' 16'32' 0'4' 8' 16'32'0'4' 8' 16'32' 0'4' 8' 16'32'0'4' 8' 16'32' 0'4' 8' 16'32'0'4' 8' 16'32' NOTES 11 12 13 14 ASPHALT SHINGLE ROOF TO BE DEMOLISHED JAMES HARDIE SHINGLE SIDING JAMES HARDIE PANEL SIDING W/ VERTICAL BATS ASPHALT SHINGLE ROOF, TRIPLE PLY CUSTOM GARAGE DOOR, WOOD GRAIN TEXTURED, RAISED PANEL NOTE: OWNER ALLOWED TO CHOOSE ALTERNATIVE COMPLIANT SPECIFICATION. SEE A400 FOR MATERIAL SPECIFICATIONS 1E 2E ELEVATIONS, EXISTING, KEYNOTES & MATERIALS LAP SIDING TO BE DEMOLISHED (1) FRONT YARD - LOOKING AT MAIN HOUSE (2) SIDE YARD - LOOKING AT FRONT GATE(4) SIDE YARD - LOOKING AT MAIN HOUSE (3) REAR YARD - LOOKING AT MAIN HOUSE (E) EXTERIOR PHOTOS 3 Revision Schedule Number Description Date 1 Planning 2024.02.13 2 Staff Tech Rev #1 2024.07.12 3 Staff Tech Rev #2 2024.11.05 4 Staff Tech Rev #3 2025.01.06 GRADE0' - 0" T.O.R28' - 6 31/32" 1st Level FF1' - 7" T.O.P, Level 110' - 7" 2nd Level FF11' - 7" T.O.P, Level 220' - 7"28' - 7"8' - 0"9' - 0"1' - 0"9' - 0"1' - 7"GARAGE BEDRM 2 ATTIC 5698 4 7 Max Bldg Height30' - 0"1' - 5"7"1'-0"1'-1" 1'-0" 1'-1" 1'-0" 6" 1'-0" 6" 1'-0" 6" 1'-0"9'-0"6'-5"10'-7"HEIGHT3' - 11 1/2"GRADE0' - 0" T.O.R28' - 6 31/32" 1st Level FF1' - 7" T.O.P, Level 110' - 7" 2nd Level FF11' - 7" T.O.P, Level 220' - 7"28' - 7"1' - 7"9' - 0"1' - 0"9' - 0"8' - 0"GARAGEKITCHEN ADU WCDININGOFFICEKITCHENETTE BEDRM 2LAUNDRYVESTM. BEDRM ATTIC ATTIC CRAWL SPACEMIN 18"1' - 6"2 10 1 8 3 Max Bldg Height30' - 0"1' - 5"CEILING HEIGHT10' - 0"CEILING HEIGHT9' - 0"9'-0"10'-7"HEIGHT2' - 10" HEIGHT3' - 8 1/2"GRADE0' - 0" T.O.R28' - 6 31/32" 1st Level FF1' - 7" T.O.P, Level 110' - 7" 2nd Level FF11' - 7" T.O.P, Level 220' - 7"28' - 7"8' - 0"9' - 0"1' - 0"9' - 0"1' - 7"CRAWL SPACEMIN1' - 6"STAIR WELL 4" SPHERE MAY NOT PASS THROUGH RUN 11"RISE7"11 10" 1'-0" 10" 1'-0"9'-0"18'-8 1/2"8'-8 1/2"ATTS LAC E FO ILICENS E D ARCHIT ECTF O RNIAGORD KONW GNO RENEWAL 03/01/2013 4 0 4 53-C Flamenco Residence14341 Browns LaneLos Gatos, CA 95032SCALE AS INDICATEDR E S I D E N T I A L / C O M M E R C I A L GORDON K WONG, ARCHITECT710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95121(408) 796-1845 LIC# 34045GKW Architects.comKEVIN YU, JOSHUA LIUPROJECT REPRESENTATIVES710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95121(408)796-184508/31/2025 2/20/2025 2:43:36 PM A300 Architectural,Sections,ProposedArchitectural, Sections, Proposed 1/4" = 1'-0"2Section BB 1/4" = 1'-0"1Section AA 0'2' 4'8'16' 0'2' 4'8'16' SECTION, PROPOSED, KEYNOTES 1 FOUNDATION, SEE STRUCTURAL CONCRETE SLAB FLOOR JOISTS, SEE STRUCTURAL HEADER, SEE STRUCTURAL RADIANT BARRIER ROOF SHEATHING 2X TYP. FASCIA BOARD PRE-PRIMED/ PAINTED STANDING SEAM METAL ROOF ASPHALT SHINGLE ROOF TYP. 24 GA. GALV. SHEET METAL GUTTER & DOWN SPOUT FIRE STOP INSULATION @ VAULTED CEILING 2 3 4 5 6 7 8 9 10 1. 2. 3. 4. 5. 6. 7. 8. GENERAL NOTES THE RISER HEIGHT SHALL BE NOT MORE THAN 7 3/4 INCHES. THE RISER SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. (CRC - R311.7.5.1)THE TREAD DEPTH SHALL BE NOT LESS THAN 10 INCHES. THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. (CRC - R311.7.5.2)HANDRAILS SHALL NOT BE LESS THAN 34" 0R MORE THAN 38" IN HEIGHT ABOVE THE STAIR NOSING. HANDRAILS SHALL BE CONTINUOUS PER FLIGHT OF STAIRS. HANDRAILS SHALL BE 1-1/12" CLR. OF ALL ADJACENT FIN. MAT'LS AND ENDS SHALL RETURN TO OR TERMINATE IN NEWEL POSTS OR SAFE TERMINALS. HANDRAILS SHALL BE 1-114-2" IN CROSS-SECTIONAL DIMENSION OR APPROVED EQUAL AND BE SMOOTH WITH NO SHARP EDGES/COR. STAIR & RAILING SUPPLIER SHALL SATISFY ALL BUILDING DEPARTMENT APPROVAL REQUIREMENTS FOR THE PRODUCTS THEY PROVIDE OR INSTALL. THE GURADRAIL CONST. SHALL BE ABLE TO RESIST A LOAD OF 20 LBS PER LIN. FT. APPLIED HORIZONTALLY ALONG THE RAIL.REQUIRED GUARDS SHALL NOT HAVE OPENINGS THAT ALLOW THE PASSAGE OF A SPHERE 4 INCHES IN DIAMETER FROM THE WALKING SURFACE REQUIRED GUARD HEIGHT.FOR OCCUPANCIES IN GROUP R-3, WHERE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDES OF STAIRS, THE TOP OF THE GUARD SHALL NOT BE LESS THAN 34 INCHES AND NOT MORE THAN 38 INCHES MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. THE HANDRAIL CONSTRUCTION SHALL BE ABLE TO RESIST A LOAD OF 200 LBS APPLIED IN ANY DIRECTIONS AT ANY POINT ALONG THE TOP RAIL WHERE HANDRAILS ARE NOT CONTINUOUS BETWEEN FLIGHTS, THE HANDRAILS SHALL EXTEND HORIZONTALLY NOT LESS THAN 12 INCHES BEYOND THE TOP RISER AND CONTINUE TO SLOPE FOR THE DEPTH OF ONE TREAD BEYOND THE BOTTOM RISER. THE EXTENSIONS OF HANDRAILS SHALL BE IN THE SAME DIRECTION OF THE FLIGHTS OF STAIRS AT STAIRWAYS. 1/4" = 1'-0"3Section CC 0'2' 4'8'16' 11 Revision Schedule Number Description Date 2 Staff Tech Rev #1 2024.07.12 3 Staff Tech Rev #2 2024.11.05 5 Staff Tech Rev #4 2025.02.06 5 5 5 ATTS LAC E FO ILICENS E D ARCHIT ECTF O RNIAGORD KONW GNO RENEWAL 03/01/2013 4 0 4 53-C Flamenco Residence14341 Browns LaneLos Gatos, CA 95032SCALE AS INDICATEDR E S I D E N T I A L / C O M M E R C I A L GORDON K WONG, ARCHITECT710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95121(408) 796-1845 LIC# 34045GKW Architects.comKEVIN YU, JOSHUA LIUPROJECT REPRESENTATIVES710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95121(408)796-184508/31/2025 2/20/2025 2:43:43 PM A400 Architectural,Exterior MaterialSpecifications Architectural, Exterior Material SpecificationsEXTERIOR MATERIALS - STANDING SEAM METAL ROOF EXTERIOR MATERIALS - OUTDOOR WALL SCONCEEXTERIOR MATERIALS - WINDOWS NOTE: OWNER ALLOWED TO CHOOSE ALTERNATIVE COMPLIANT SPECIFICATION. NOTE: OWNER ALLOWED TO CHOOSE ALTERNATIVE COMPLIANT SPECIFICATION.NOTE: OWNER ALLOWED TO CHOOSE ALTERNATIVE COMPLIANT SPECIFICATION. WINDOWS TO BE FIBERGLASS EXTERIOR TRIM MATERIAL - ADVANTAGE PLUS Revision Schedule Number Description Date 2 Staff Tech Rev #1 2024.07.12 3 Staff Tech Rev #2 2024.11.05