HomeMy WebLinkAboutPA2022-057_20220310_Plans_36x48LOT 121LOT 120TRACT NO. 1116M.M. 36/19-20LOT 122N76°44'59"E 253.37'N29°13'10"W 89.99'N76°44'59"E 62.67'N80°01'11"W 282.19'N21°23'00"E 70.00'
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CANYON LCCENTERLINENATURAL GROUNDEXISTING ELEVATIONWROUGHT IRON FENCEWATER METERNGLEGENDBLOCK WALLWMWIF( )AC ASPHALT PAVEMENTCHAINLINK FENCE (CLF)FOUND LEAD & TAG STAMPED 'LS 8682'FFFSFLFINISHED SURFACEFLOWLINEFINISHED FLOOREGEDGE OF GUTTERFFG FINISHED FLOOR GARAGEROCK SURFACET.B.M.TEMPORARY BENCHMARK SET ON A STREETLIGHT PULL BOX (SLPB) ELEVATION = 72.86FEETPAUL D. CRAFT, P.L.S. 8516DATENOTE: SECTION 8770.6 OF THE CALIFORNIA BUSINESS AND PROFESSIONS CODESTATES THAT THE USE OF THE WORD CERTIFY OR CERTIFICATION BY ALICENSED LAND SURVEYOR IN THE PRACTICE OF LAND SURVEYING OR THEPREPARATION OF MAPS, PLATS, REPORTS, DESCRIPTIONS OR OTHER SURVEYINGDOCUMENTS ONLY CONSTITUTES AN EXPRESSION OF PROFESSIONAL OPINIONREGARDING THOSE FACTS OR FINDINGS WHICH ARE THE SUBJECT OF THECERTIFICATION AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE,EITHER EXPRESSED OR IMPLIED.LICENSE RENEWAL DATE 12/31/20BASIS OF BEARINGS BENCHMARK INFORMATIONTHE BEARINGS USED ON THIS SURVEY IS BASED ON THE CENTERLINE OF EVENINGCANYON ROAD BEING N17°26'16"E PER TRACT NO. 1116, M.M. 36/19-20.LEGAL DESCRIPTIONREAL PROPERTY SITUATED IN THE CITY OF NEWPORT BEACH, COUNTY OFORANGE, STATE OF CALIFORNIA DESCRIBED AS FOLLOWS:PARCEL 1:LOT 121 OF TRACT NO. 1116, IN THE CITY OF NEWPORT BEACH, COUNTY OFORANGE, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 36 PAGES 19AND 20, OF MISCELLANEOUS MAPS, IN THE OFFICE OF THE COUNTY RECORDEROF ORANGE COUNTY; AND A PORTION OF BLOCK 95 OF IRVINE SUBDIVISION,ALSO IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE , STATE OFCALIFORNIA, AS SHOWN ON A MAP RECORDED IN BOOK 1 PAGE 88 OFMISCELLANEOUS MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF ORANGECOUNTY, DESCRIBED AS FOLLOWS:BEGINNING AT THE POINT OF INTERSECTION OF THE ORDINARY HIGH TIDE LINE OFTHE PACIFIC OCEAN, WITH THE SOUTHEASTERLY LINE OF BLOCK D OF TRACT NO,673, CORONA DEL MAR, AS SHOWN ON A MAP RECORDED IN BOOK 20 PAGES 17AND 18 OF MISCELLANEOUS MAPS, RECORDS OF SAID ORANGE COUNTY; THENCENORTH 21°23'00" EAST ALONG THE EASTERLY LINE OF SAID TRACT NO. 673, TOTHE MOST WESTERLY CORNER OF LOT 121 OF SAID TRACT NO. 1116; THENCESOUTH 29°13'10" EAST 90.00 FEET ALONG THE SOUTHWESTERLY LINE OF SAID LOT121 TO THE MOST SOUTHERLY CORNER THEREOF; THENCE SOUTH 60°46'50"WEST TO THE INTERSECTION WITH THE ORDINARY HIGH TIDE LINE OF THEPACIFIC OCEAN; THENCE NORTHWESTERLY ALONG SAID ORDINARY HIGH TIDELINE TO THE POINT OF BEGINNING.PARCEL 2:A NON-EXCLUSIVE RIGHT AND EASEMENT AS SET FORTH IN A "GRANT OFEASEMENT OVER ASSOCIATION COMMON AREA", SUBJECT TO THE TERMS,COVENANTS AND CONDITIONS SET FORTH THEREIN, RECORDED FEBRUARY 8,2000 AS INSTRUMENT NO. 20000070608 OF OFFICIAL RECORDS.VICINITY MAPGRAPHIC SCALETOPOGRAPHIC SURVEY
101 SHORECLIFF ROAD
CORONA DEL MAR, CA 92625
APN: 052-210-04 TITLE REPORT/EASEMENT NOTES101 SHORECLIFF ROADCORONA DEL MAR, CA 92625(APN: 052-210-04)TITLE REPORT NOT PROVIDED.TOP OF CURBTCSEARCHED, FOUND NOTHING, SET NOTHINGBRICK SURFACEGRASS SURFACESURVEYOR'S NOTES1. SURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTYCORNERS OR OFFSETS BEFORE STARTING GRADING.PLEASE CALL PAUL CRAFT @ 714-488-5006 TO SCHEDULE.STATEOFCALI
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DOMINICKCRAFTExp. 12/31/20No. 8516PROFES
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ONALLANDSURVEYOREMHELECTRICAL MANHOLEGM GAS METERSEWER MANHOLESMHBENCHMARK NO: NB4-26-71DESCRIBED BY OCS 2002 - FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISK STAMPED"NB4-26- 71", SET IN THE TOP OF A 4 IN. BY 4 IN. CONCRETE POST. MONUMENT ISLOCATED IN THE NORTHWEST CORNER OF THE INTERSECTION OF POPPY AVENUEAND OCEAN BOULEVARD, 60 FT. NORTHEAST OF THE CENTERLINE OF POPPY AVENUEAND 14 FT. NORTHWEST OF THE CENTERLINE OF OCEAN BOULEVARD. MONUMENT IS SETLEVEL WITH THE SIDEWALK.ELEVATION: 87.953 FEET (NAVD88), YEAR LEVELED 19901 1HUNTINGTON BEACH, CALIFORNIA 92646
PHONE:(714)488-5006 FAX:(714)333-4440
APEXLSINC@GMAIL.comN44°40'27"E34.21'WROUGHT IRON FENCE (WIF)CLFCHAINLINK FENCEICV IRRIGATION CONTROL VALVESTREET LIGHT PULL BOXSLPBTELEPHONE MANHOLETMHTOP OF WALLTWWOOD FENCE (WDF)WOOD FENCEWDF1/28/2019PA2022-057
TODD SKENDERIAN ARCHITECT
1100 S. COAST HWY., #316 LAGUNA BEACH, CA 92651
OFFICE (949) 715-5461 FAX (949) 715-5986 ALL DRAWINGS & WRITTEN MATERIALAPPEARING HEREIN CONSTITUTEORIGINAL & UNPUBLISHED WORK OFTODD SKENDERIAN ARCHITECT ANDMAY NOT BE DUPLICATED, USED ORDISCLOSED WITHOUT THEIR WRITTENCONSENT.TSEROSION CONTROL/WATER QUALITY1.The faces of cut and fill slopes and project site shall be prepared and maintained at all times tocontrol against erosion in accordance with these standards. Earth that is generated duringfoundation excavation must not be placed on slopes; it must either be removed from the site orstored on-site in an approved location that will not cause erosion or drainage problems.2.Where necessary, temporary and/or permanent erosion control devices or methods, as approved bythe Building Official, shall be employed to control erosion and provide safety. Sediment shall beretained on site.3.No building or grading work will be allowed on any building or grading site under permit unless anerosion control system has been approved and installed or waived by the Building Official.4.Paved streets, sidewalks, and other improvements shall be maintained in a neat and clean conditionfree of loose soil, construction debris and trash. Street sweeping or other equally effective meansshall be used on a regular basis to prevent construction run-off of storm flows from carryingsediment and debris outside the project boundaries. Watering shall only be used to clean streetsexcept when all storm drains are blocked and when all wash-water is recovered. No wash-water mayenter the storm drain.5.The general contractor shall be responsible for inspection and modification of the erosion controldevices, as necessary.6.A properly designed storm-water desilting basin should be used wherever possible at drainageoutlets from the construction site. Desilting basins must remove all sediment prior to dischargingstorm water from the site.7.Equipment and workers for emergency work shall be made available at all times. Necessarymaterials shall be available on-site and stockpiled at convenient locations to facilitate rapidconstruction of temporary devices when rain is imminent.8.Erosion protection shall consist of temporary slope stabilization material or the effective planting ofall slopes in excess of five (5) feet high unless otherwise approved by the Building Official. Slopesexceeding fifteen (15) feet high may require an adequate sprinkler system, as determined by theBuilding Official.9.The erosion control provisions shall take into account drainage patterns during the current and futurephases of grading or building.10. All removable protective devices shall be in place at the end of each working day when the five (5)day rain probability forecast exceeds forty (40) percent.11.Graded areas must drain away from the face of slopes at the conclusion of each working day.Drainage must be directed toward desilting facilities.12. Prior to each rainstorm the erosion control system shall be inspected and deficiencies corrected.13.After each rainstorm, silt and debris shall be removed from check berms and desilting basins andthe basins pumped dry. Only clean water from the basins can be pumped to the storm drains (filtermaterial may be used).14.After each rainstorm, the performance of the erosion control system shall be evaluated and revisedand repaired as necessary.15.Devices shall not be moved or modified without the approval of the Building Official.16.The contractor shall be responsible and shall take necessary precautions to prevent public trespassonto areas where impounded water creates a hazardous condition.17.The contractor and permittee or project owner shall be responsible for continual maintenance of thedevices. In the event of failure or refusal by the contractor, permittee or project owner to properlymaintain the devices, the Building Official may cause emergency maintenance work to be done toprotect adjacent private and public property. The cost shall be charged to the owner and shallinclude an initial mobilization cost plus the cost of doing the work.18. Sediment from areas disturbed by construction shall be retained on site using structural drainagecontrols to the maximum extent practicable.19. Stockpiles of soil shall be properly contained to minimize sediment transport from the site to streets,drainage facilities or adjacent properties via runoff, vehicle tracking, or wind.20. Construction-related materials, wastes, spills, or residues shall be retained on site to minimizetransport from the site to streets, drainage facilities, or adjoining property by wind or runoff.21. Runoff from equipment and vehicle washing shall be contained at construction site unless treated toremove sediment and other pollutants.22. All construction contractor and subcontractor personnel are to be made aware of the required bestmanagement practices and good housekeeping measures for the project site and any associatedconstruction staging areas.23. At the end of each day of construction activity all construction debris and waste materials shall becollected and properly disposed in trash or recycle bins.24. Construction sites shall be maintained in such a condition that an anticipated storm does not carrywastes or pollutants off the site. Discharges of material other than storm-water are allowed onlywhen necessary for performance and completion of construction practices and where they do notcause or contribute to violation of any water quality standards; cause or threaten to cause pollution,contamination or nuisance; or contain a hazardous substance in a quantity reportable under FederalRegulations 40 CFR Parts 117 and 302.25. Potential pollutants include but are not limited to: sediments, cement products, solid or liquidchemical spills; wastes from paints, stains, sealants, glues, lime, pesticides, herbicides, woodpreservatives, and solvents, asbestos fibers, paint flakes or stucco fragments, fuels, oils, lubricants,and hydraulic, radiator or battery fluids, concrete, detergent or floatable wastes; wastes from anyengine/equipment steam cleaning or chemical degreasing; and super-chlorinated potable water lineflushings.26. During construction, disposal of materials and potential pollutants should occur in a specified andcontrolled temporary area on-site physically separated from potential storm-water runoff, withultimate disposal in accordance with local, state and federal requirements.27. Dewatering of contaminated groundwater or discharging contaminated soils via surface erosion isprohibited. True dewatering of non-contaminated groundwater requires a National PollutantDischarge Elimination System (NPDES) permit from the respective State Regional Water QualityControl Board.152010.23.20SUBMITTAL SET:BLDG SUB 2.0
WATER QUALITYWEINSTOCK RESID
101 SHORECLIFF RD.
NERPORT BEACH, CA 92625 PA2022-057
1.SEDIMENT FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE USINGSTRUCTURAL DRAINAGE CONTROLS TO THE MAXIMUM EXTENT PRACTICABLE.2. STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENT TRANSPORT FROM THESITE TO STREETS, DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TRACKING,OR WIND.3.CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS, OR RESIDUES SHALL BE RETAINED ON SITE TOMINIMIZE TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES, OR ADJOINING PROPERTY BYWIND OR RUNOFF.4. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITEUNLESS TREATED TO REMOVE SEDIMENT AND OTHER POLLUTANTS.5. ALL CONSTRUCTION CONTRACTOR AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF THEREQUIRED BEST MANAGEMENT PRACTICES AND GOOD HOUSEKEEPING MEASURES FOR THE PROJECTSITE 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 AN ANTICIPATED STORM DOESNOT CARRY WASTES OR POLLUTANTS OFF THE SITE. DISCHARGES OF MATERIAL OTHER THANSTORM-WATER ARE ALLOWED ONLY WHEN NECESSARY FOR PERFORMANCE AND COMPLETION OFCONSTRUCTION PRACTICES AND WHERE THEY DO NOT CAUSE OR CONTRIBUTE TO VIOLATION OFANY WATER QUALITY STANDARDS; CAUSE OR THREATEN TO CAUSE POLLUTION, CONTAMINATION ORNUISANCE; OR CONTAIN A HAZARDOUS SUBSTANCE IN A QUANTITY REPORTABLE UNDER FEDERALREGULATIONS 40 CFR PARTS 117 AND 302.8.POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SEDIMENTS, CEMENT PRODUCTS, SOLID ORLIQUID CHEMICAL SPILLS; WASTES FROM PAINTS, STAINS, SEALANTS, GLUES, LIME, PESTICIDES,HERBICIDES, WOOD PRESERVATIVES, AND SOLVENTS, ASBESTOS FIBERS, PAINT FLAKES OR STUCCOFRAGMENTS, FUELS, OILS, LUBRICANTS, AND HYDRAULIC, RADIATOR OR BATTERY FLUIDS,CONCRETE, DETERGENT OR FLOATABLE WASTES; WASTES FROM ANY ENGINE/EQUIPMENT STEAMCLEANING OR CHEMICAL DEGREASING; AND SUPER-CHLORINATED POTABLE WATER LINEFLUSHINGS.9.DURING CONSTRUCTION, DISPOSAL OF MATERIALS AND POTENTIAL POLLUTANTS SHOULD OCCUR IN ASPECIFIED AND CONTROLLED TEMPORARY AREA ON-SITE PHYSICALLY SEPARATED FROM POTENTIALSTORM-WATER RUNOFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE ANDFEDERAL REQUIREMENTS.10.DEWATERING OF CONTAMINATED GROUNDWATER, OR DISCHARGING CONTAMINATED SOILS VIASURFACE EROSION IS PROHIBITED. TRUE DEWATERING OF NON-CONTAMINATED GROUNDWATERREQUIRES A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT FROM THERESPECTIVE STATE REGIONAL WATER QUALITY CONTROL BOARD.ARCHITECTURALCS-1 COVER SHEETGN-1 GENERAL NOTESA-1 SITE PLANA-2 FLOOR PLAN/ELEVATIONS/DETAILSSTRUCTURALPROJECT DATASHEET INDEXPROJECTLEGAL DESCRIPTION:CLASSIFICATIONS:APPROVALS:APPLICABLE CODES:OCCUPANCYTYPE OF CONST.A. P.ZONEWATER QUALITY NOTESC.M.C.C.E.C.C.B.C.C.R.C.C.G.B.S.C.2019C.P.C.C.F.C.B.E.E.S.C.E.B.C.ASPHALTIC CONCRETEMETALACOUSTICAL TILE ORBOARDROOM IDENTIFICATIONROOM NUMBERPLAN / ELEVATIONKEYNOTESDOOR SYMBOLNUMBERWINDOW SYMBOLNUMBER######ABBREVIATIONSMASONRYTILEIN SECTIONCONCRETE , SAND ORSTUCCO / PLASTERCONCRETEIN SECTIONROCK ORGRAVEL FILLEARTHCOMPACTED SOILBEDROCKWOOD , FINISHWOOD , ROUGHTHROUGH MEMBERWOOD , ROUGHINTERRUPTED MEMBERPLYWOODINSULATION , BATTINSULATION , RIGIDCOLUMN LINE COORDINATEFLOOR MATERIAL CHANGESECTION REFERENCE / SHEET NUMBERSECTIONREVISION SYMBOLCLOUD AROUND REVISION1AA-1MATCH LINEDETAILDETAIL NUMBER/ SHEET NUMBER1A-11APROPERTY LINE CORNERWORK , CONTROL , DATUMNEW CONTOUR LINESPOT ELEVATIONFINISH GRADE / EXISTING GRADEOR ELEVATION POINTFIN. GRD.EXIST. GRD.DATAPROPERTY LINEEXISTING CONTOUR LINEMATERIALS / SYMBOLS LEGENDLEGAL20192019201920192019201920192019PROJECT NOTES101 SHORECLIFF RDNEWPORT BEACH, CA 92625DIAG.EMER.F. P.F. H.F. E.F. G.F. F.FIN.FT.F. O. S.F. O. C.EXIST.EXT.EXP.E. J.E. G.EXTR.EQ.EXH.EQUIP.ENCL.ENAM.DWG.E.EL.E. P.EA.ELEV.ELECT.D. W.D. F.DBL.DW.DBS.DWR.D. S.DIM.DIA.D. W.DR. / SDISP.BM.C. L.CONN.C. Y.D. L.DET.DEPT.DEMO.C. J.CTSK.CORR.CONST.CONT.COL.C. M. U. C. A. COND.CONC.C. W.C. R.CLO.CLR.C. O.BLDG.CLG.LC. T.C. C. CCTR.CEM.C. I.C. B. CAB.CANT.BLK'GB. W.BRD.B. O. J.B. O. F.BOTT.BLK.BTR.B. M.BTWN.ASB.AVE.B. P.B. L.BAL.BDRM.A. C.A. T.@ASPH.ADJUST.&A. B.AL.ALT.ACOUST. T.ACOUST.ADD.ADJ.A. F. F. A. B. S.MANHOLEM. H.DIAGONALT. O. P.TOP OF PLATE / PARAPETWROUGHT IRONWIRED GLASSWIDE FLANGEWELDED WIRE FABRICWATER STRIPPINGWATERPROOFINGWATERTIGHTWATER RESISTANTWATERPROOFWATER HEATERWATER CLOSETVITRIFIED CLAY PIPEVINYL ASBESTOS TILEVERIFY IN FIELDVERTICAL GRAINVENT THRU WALLVENT THRU ROOFVAPOR PROOFUNLESS NOTED OTHERWISEUNDERGROUNDTREAD, TRUSS OR TILETRASH COMPACTORTOP OF WALLTOP OF SLABMECHANICALMAXIMUMMATERIALMASTERMARBLEMASONRY OPENINGMANUFACTURERMINIMUMMETAL LATHMETALMEMBRANENATURALMULLIONMOUNTEDNATURAL GRADEMISCELLANEOUSMETAL THRESHOLDMEDICINE CABINETOBSCURENUMBERNOMINALOPPOSITEOPENINGON CENTERSOVERHANG / OVERHEADOUTSIDE DIAMETER / DIMENSIONOUTSIDE AIR / OVERALLNOT TO SCALENOT IN CONTRACTNORTHPERFORATEDPARTITIONPANELPOLISH / EDPOINTPLYWOODPLUMBINGPLASTERPLATE OR PLATEDPAPER HOLDERPOLISHED PLATE ORN. T. S.EMERGENCYFINISH / FINISHEDFACE OF CONCRETEFACE OF STUD / STRUCTUREFIRE EXTINGUISHERFIRE HOSE / FIRE HYDRANTFIREPLACEOR FLAT HEADFINISH GRADEFINISH FLOORFEETEXPANSION JOINTEXISTING GRADEEXISTINGEXTRUDEDEXTERIOREXPOSEDEQUIPMENTEQUALENCLOSUREENAMELEXHAUSTPNL.PL.POL.PT.PLB'GPLYWD.P.P.PERF.PART.P. H.PLAS.OPP.O. H.O. D.O. A.PR.OBS.NO.OPN'GO. C.PAIRDRAWINGDRINKING FOUNTAIN / ELECTRICAL PANELELECTRICAL / ELECTRICEASTELEVATORELEVATIONEACHDRYWALLDOUGLAS FIRGRADE (GLASS)DOUBLE STRENGTH "B"DOUBLEDRAWERDOWN SPOUTDOWNDIMENSIONDIAMETERDOOR / DOORSDISPENSERDISHWASHERM. L.N. G.NAT.N. I. C.NOM.N.MIN.M. T.MUL.MTD.MISC.MAX.MECH.MTL.MEMB.M. C.MFR.MAT'LMSTR.M. O.MBL.POWER POLEWESTW.W. GL.YD. / SW. I.WD.W. F.W / OWDW.W/WOODYARD / SWITHWITHOUTWINDOWW. R.W. T.W. W. F.W. S.WT.WP.WTR.W. P.W. H.W. C.W. L.WEIGHTWATER LINEWATERV. B.VALVE BOXVERT.V. C. P.V. A. T.V. I. F.V. G.VIN.V. T. W.V. T. R.VENT.VARN.V. P.VERTICALVINYLVENTILATORVARNISHU. N. O.UR.U. G.T. C. T. O. W.T. O. S.TYP.T.URINALTYPICALQUARRY TILEROOF RAFTERQUARTER SAWNQUARTER ROUNDPOLYVINYL CHLORIDEPROJECTION LINEPROPERTY LINE ORREINFORCINGRECEPTACLEREFRIGERATORSEMI - GLOSSSELECT STRUCTURALROUND HEADED SCREWROUGH OPENINGTOP OF CURB / CONCRETETHERMOSTATTACK BOARDSYMMETRICALSTRUCTURALSTAINLESS STEELSQUARE FOOTSPECIFICATIONSSOUND PROOFSHELF / SHELVINGSHELF & POLESHEET METALGROUNDGND.BEAMR. H. S.GYPSUMHALF ROUND OR HOT ROLLEDHEATERHEADERHARDWOODHOURHOT WATERHOSE BIBBHORIZONTALHEIGHTHOLLOW COREAIR CONDITIONINGHEATING, VENTILATING ANDINTERIORINSULATIONJOISTJOINTJANITORIRON PIPEINVERTINSIDE DIAMETERINSIDE DIMENSION ORHYDRANTHARDBOARDKITCHENJUNCTION BOXLINOLEUMLIGHTINGLAVATORYLAUNDRYLAMINATELABORATORYKEENE'S CEMENT PLASTERLUMBERLIGHTLONG OR LENGTHLIVE LOADJUNCTIONINV.CHAIN LINKCONNECTIONCONTROL JOINT / CEILING JOISTCONSTRUCTIONCUBIC YARDDETAILDEPARTMENTDEMOLISHDEAD LOADCONTINUOUSCOUNTERSUNKCORRIDORCOMBUSTION AIRCONCRETE MASONRY UNITCLEAN - OUT / CASED OPENINGCOLUMNCONDENSATECONCRETECOLD WATERCOLD ROLLEDCLOSETCLEARLINO.LMBR.LT.LG.L. L.LTG.LAV.LAM.LAUND.LAB.KIT.J. B.K. C. P.JCT.JST.JT.JAN.I. P.BUILDINGCENTER TO CENTERCEILINGCERAMIC TILECENTER LINECENTERCEMENTCAST IRONCANTILEVERCATCH BASINCABINETBOTTOM OF JOISTBOTTOM OF FOOTINGBLOCKINGBOTTOMBOTH WAYSBOARDBLOCKBETWEENBETTERBENCH MARKH. C.INT.INSUL.I. D.IN.HR.H. W.H. B.HORIZ.HYD.INCHHDWD.HVACHTR.HDR.HT.H. R.GYP.HDBD.S. F.THERM.T. O. C.T & GTHRUTH.THK.TEXT.TERR.TEMP.T. BRD.TEL.THICKTONGUETHROUGHTHRESHOLDTEXTUREDTERRAZZOTEMPEREDTELEPHONESTL.SUSP.STRUCT.SYM.SW.S. A.STD.ST.S. S.STO.STEELSWITCHSUSPENDEDSUPPLY AIRSTORAGESTANDARDSTREETS. L.SHIP LAPS. C.SPKR.SPEC.S. P.S.SQ.SHWR.SLD'GSKYLT.SIM.SH.SOUTHSQUARESPEAKERSLIDINGSKYLIGHTSIMILARSHOWERSHT.S & PS. M.SECT.SHT'GSEL. STRUCT.S. G.SHEETSECTIONSHEATHINGGLASSGALVANIZEDGALLONGRADEGRAB BARGAUGE / GAGEGARBAGE DISPOSERGALVANIZED IRONFLOOR LINEFLOORINGFLOOR DRAINFLOORFLASHINGFURRINGFURNACEFRESH AIRFORCED AIR UNITFOUNDATIONFOOTINGFLOOR JOISTFLUORESCENTFLOW LINEFLOOR SINK / FULL SIZEFLAT HEADED WOOD SCREWASBESTOSAIR - CONDENSERBASE PLATE OR BEARING PLATEASPHALTIC CONCRETE / AVERAGEBASE LINEBALCONYBEDROOMASPHALT TILEASPHALTATACOUSTICAL TILEADJUSTABLEANCHOR BOLTALUMINUMALTERNATEANGLEANDADJACENTADDITIONACOUSTICALSTYRENEF. A.G. I.GL.GA.G. D.GR.G. B.GALV.GAL.FURR'GFURN.FWL.FDN.FTG.F. J.F. A. U.FLUOR.F. L.F. S. F. D. FL.FLR'GABOVE FINISH FLOORACRYLONITRILE - BUTADIENE -F. H. W. S.FLASH'GREFERENCERE.REQ'DR. D.RFG.R.R. O.RM.REINF.REFL.REF.RET.R. A.REQUIREDROOF DRAINROOFINGRISERROOMREFLECTEDRETAININGRETURN AIRRWD.RECP.R. R.RAD.P. V. C.XQ. S.Q. R.Q. T.RADIUSREDWOOD# / LBS.P. L.POUNDOCCUPANCY SENSOR O. S.LOT 121; TRACT 1116052-210-04PROPERTY SIZEOWNER:WEINSTOCK RESIDENCE101 SHORECLIFFNEWPORT BEACH, CA 92625ARCHITECT:TODD SKENDERIAN ARCHITECTCONTACT: TODD SKENDERIAN1100 S. COAST HWY., SUITE 316LAGUNA BEACH, CA 92651TEL: (949) 715-5461FAX: (949) 715-5986EMAIL: todd@tsarchitectslb.comCONSULTANTS / CONTACTSV-NR-3/U-1R-1-6000REQ'D/ALLOWEDUSEZONELOT AREAHEIGHT ABV GRADESETBACKS:FRONT YARDREAR YARDEAST SIDE YARDEXISTING PROPOSEDCONFORMS(YES/NO)ZONING CRITERIAIMPERVIOUS SURFACESWEST SIDE YARDZONING ANALYSISHARDSCAPEPROPOSEDTODD SKENDERIAN ARCHITECT
1100 S. COAST HWY., #316 LAGUNA BEACH, CA 92651
OFFICE (949) 715-5461 FAX (949) 715-5986 ALL DRAWINGS & WRITTEN MATERIALAPPEARING HEREIN CONSTITUTEORIGINAL & UNPUBLISHED WORK OFTODD SKENDERIAN ARCHITECT ANDMAY NOT BE DUPLICATED, USED ORDISCLOSED WITHOUT THEIR WRITTENCONSENT.WEINSTOCK RESID
101 SHORECLIFF RD.
NERPORT BEACH, CA 92625012110.10.21TSSFDSFD NO CHANGE YESR-1R-1NO CHANGEN.A.COVER SHEET
SUBMITTAL SET:HOA SUB 1.0 SURVEYOR:APEX LAND SURVEYINGCONTACT: PAUL CRAFTHUNTINGTON BEACH, CA 92646TEL: (714) 488-5006FAX: (714) 333-4440EMAIL: apexlsinc@gmail.comHOMEOWNERS:STRUCTURAL:+ 30,524 SFPROJECT DESCRIPTION: NEW 243 SF DETACHED CABANA WITHIN REAR YARD AREA. THESCOPE OF WORK ALSO INCLUDES CABANA HARDSCAPING.1.ALL PROPOSED CONSTRUCTION SHALL COMPLY WITHCALIFORNIA BUILDING CODE CHAPTER 7A.2. A NON-COMBUSTIBLE ZONE, FROM 0 - 5 FEET FROM THEFOUNDATION AROUND THE STRUCTURE, SHALL BEPROVIDED.3.REAR SLOPE MUST COMPLY WITH NBFD GUIDELINE G.01 -HAZARD REDUCTION PRIOR TO FIRE DEPARTMENT FINALINSPECTION.4.EXISTING DRAINAGE PATTERNS TO MAINTAIN EXISTING FLOW.NO ALTERATIONS PROPOSED.30,524 SF6,000 SFNO CHANGE YES243 SFREMOVED60 SF% INCREASEINCREASE < 1%25' - 0"10' - 0" BLUFFTOP6' - 1"6' - 1"N.A.10' - 0"54' - 10"33' - 2.5"YESYESYESYESN.A.YESELEV 66.04 (9'-6.5")12' - 0"PA2022-057
TODD SKENDERIAN ARCHITECT
1100 S. COAST HWY., #316 LAGUNA BEACH, CA 92651
OFFICE (949) 715-5461 FAX (949) 715-5986 ALL DRAWINGS & WRITTEN MATERIALAPPEARING HEREIN CONSTITUTEORIGINAL & UNPUBLISHED WORK OFTODD SKENDERIAN ARCHITECT ANDMAY NOT BE DUPLICATED, USED ORDISCLOSED WITHOUT THEIR WRITTENCONSENT.TSSITE PLAN
012110.10.21SUBMITTAL SET:HOA SUB 1.0LOT 121LOT 120TRACTNO.1116M.M.36/19-20LOT 122L
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101 SHORECLIFF RD.
NERPORT BEACH, CA 92625 PROPOSED DETACHEDCABANA (SHADED)WITHIN DEVELOPMENTAREA 'B'79' - 11.5"56.50 F.S.166' - 0" DEVELOPMENT AREA 'A'DEVELOPMENT AREA
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EDGEDEVELOPMENTPA2022-057
TODD SKENDERIAN ARCHITECT
1100 S. COAST HWY., #316 LAGUNA BEACH, CA 92651
OFFICE (949) 715-5461 FAX (949) 715-5986 ALL DRAWINGS & WRITTEN MATERIALAPPEARING HEREIN CONSTITUTEORIGINAL & UNPUBLISHED WORK OFTODD SKENDERIAN ARCHITECT ANDMAY NOT BE DUPLICATED, USED ORDISCLOSED WITHOUT THEIR WRITTENCONSENT.TSFLOOR PLAN/ROOF PLAN/ELEVS
012110.10.21411(2.#01/4" = 1'-0"SUBMITTAL SET:HOA SUB 1.0 1.EDGE OF CONCRETE PAVERS - SLOPE MIN 2%2.CMU PEDESTAL WITH STUCCO FINISH3. RETAINING WALL WITH STUCCO FINISHCWDSSSS3RECESSED LED LIGHTGARBAGE DISPOSALCOLD WATERGAS OUTLETDIMMER SWITCH, 1P, 120V 4' AFFBRACKET MOUNTED HIGH EFFICACY LIGHT120V GFI DUPLEX OUTLET, 12" AFF120V DUPLEX OUTLET, ABV COUNTERTOP120V GFI DUPLEX OUTLET, ABV COUNTERTOPSWITCH, 3W, 120V 4' AFFSWITCH, 1P, 120V 4' AFF120V DUPLEX OUTLET 12" AFFFLUORESCENT UNDER CABINET STRIP LIGHT120V QUAD OUTLET 12" AFFSMOKE ALARMTOILET EXH. FANDRYER VENTSCMCARBON MONOXIDE ALARMJUNCTION BOX (OR EQUIP CONN)SPOT LIGHTJHCOMBINATION RECESSED HIGH EFFICACYLIGHT AND EXHAUST FANSWITCH, 1W, 120V 4' AFF W/ OCCUPANCY SENSORELECTRIC CHARGING STATIONECS016'5'.'%64+%#.C.G.C. TO CONSULT WITH OWNER REGARDING LOCATION &STYLE OF ALL PROJECT ELEMENTS INCLUDING BUT NOTLIMITED TO MILLWORK, ELECTRICAL/PLUMBING FIXTURES,APPLIANCES, HARDWARE, ETC.D. VERIFY LOCATIONS OF ALL LIGHT FIXTURES, SWITCHES,OUTLETS AND OTHER ELEC/COMMUNICATION DEVICESWITH OWNER PRIOR TO INSTALL.F.CONTRACTOR TO PROVIDE OWNER WITH BEAM MOCK-UPFOR APPROVAL PRIOR TO FABRICATION.(.1142.#01/4" = 1'-0"5+&''.'8#6+101/4" = 1'-0"4'#4'.'8#6+101/4" = 1'-0"11'-8"17'-4"4PEDESTAL132FIN. F.S.56.50'8'-0"
9'-61
2"2#8+0)2.#01/4" = 1'-0"11'-8"17'-4"12SLOPE 2%FIN. F.S.56.50'FIN. F.S.56.25'POST TO BMCONNECTION PERSTRUCTURALPRIME ALL SURFACES PRIOR TO INSTALLATION.NOTE: ALL EXPOSED LUMBER SHALL BE FIRE RETARDANTTREATED (FIELD APPLICATION NOT PERMITTED) ORNON-COMBUSTIBLE6X6 POST4x8 MEMBERS @ 12" O.C.POST TO BM CONNECTIONPER STRUCTURALLET INTO 6X BEAMTRELLIS6X TRELLIS BEAMABBM TO COLUMNBM TO COLUMN SECTION2STEEL COLUMN WITHWINDSOR ONE WRAP4x8 MEMBERS @ 12"O.C. LET INTO BEAM6 X BEAMHOLD 1/4" ABV F.S.& CAULK1/2" RAD (TYPALL BEAM ENDS)PAINT PER OWNER COLOR SELECTION.NATIVE SOILWRAP PERFORATEDDISCHARGE PIPE W/FILTER FABRICMIRADRI SELF-ADHERED WATERPROOFINGFOUNDATION OR RET.WALLMIRADRAIN PREFABDRAINAGE COMPOSITEFILTER FABRIC UP &OVER TOP OFMIRADRAINBACKFILL PERGEOLOGY RECOMMEN-DATIONS-see soils reportWATER REPELLENTCOATING IF EXPOSEDTO WEATHERRETAINING WALL (TYP)26STUCCO FINISHEDSTONE PEDESTAL CAPCMU PEDESTALT.O.W.60.75'62
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NAT GR
WEINSTOCK RESID
101 SHORECLIFF RD.
NERPORT BEACH, CA 92625T.O.W.60.75'T.O.W.60.75'T.O.W.59.60'3T.O.W.59.60'PA2022-057