HomeMy WebLinkAbout20190531_Plans_24x36BRIGHTVIEW DEVELOPMENT RESIDENCEProject DataBRIGHTVIEW DEVELOPMENT RESIDENCE 3904 RIVER AVENUE, NEWPORT BEACH, CA 92663ARCHITECT: REVISION BY:DRAWN BY:SHEET NO.:PROJECT NUMBER:ISSUED DATE:PLOT DATE:DEVELOPER:LOCATION:DATENO.DESCRIPTION.REVISIONSA.ARSSI3904 River Avenue
5*5-&4)&&5 Title SheetTopographic SurveyGrading & Drainage Title sheetGrading & Drainage PlanErosion Control PlanDetailsProposed Site PlanProposed Lower & Middle Floor PlansLower & Middle Level Area CalculationsProposed Upper Floor &Roof PlansUpper Level Area CalculationsProposed ElevationsBuilding SectionsLandscape & Hardscape planLandscape ElevationsLandscape Open Space PlanT-1.0T-2.0GD-1GD-2GD-3GD-4A-1.0A-2.0A-2.1A-3.0A-3.1A-4.0A-5.0L-1L-2L-3New Single Family ResidenceBrightview Development Residence3904 River Avenue,Newport Beach, CA 92663949-287-6777joeyu@everplus-cap.comOwner:Legal Description:Occupancy Group: R-3/UConstruction Type: V-BSprinkler: YesNumber of Story: 3Building Descriptions:Lot Area:APN # 423-303-052,927 SqFtProposedRequiredDescriptionLot Covarage:2,927 SF/ 100%Lot Covarage:Zoning StandardsExisting1,466 SF/ 50.0%Scope of project:Sheet IndexCity of New port Beach,County of Orange,State of CaliforniaGeneral Notes:1. A separate plan check & permit is required forswimming pools, spas, fences, accessory buildings ,Grading.2. Prior to any excavation a meeting shall be held atthe site attended by the project engineering geologist,project building inspector, general contractor andshoring contractor.3. Owners of adjacent properties that must underpintheir buildings due to the proposed excavation shallbe notified in writing 10 days prior to beginningexcavation. Copies of these notification letters shallbe provided to the city prior to beginning excavation.4. CAL OSHA permit shall be obtained for allexcavations deeper than 5 feet. A copy of the permitshall be provided to the city prior to issuance of thebuilding permit.5. Provide a lateral stability plan showing how lateralstability will be maintained when cuts exceed 5' indepth. Project surveyor or civil engineer shall sign theplan.This Project Will Comply WithThe Follwing CodesAnd All Applicable Local Codes & Ordinances NPDES, SUSMP, & BMP RequirementsContact Dig Alert Prior to Construction 800-227-2600Soils Engineer Shall Review, Stamp & Sign the Foundation Plan for Compliance with the Soils Report RecommendationsResidential ..................2016 CRCBuilding........................2016 CBCMechanical..................2016 CMCElectrical......................2016 CECPlumbing........................2016 CPCEnergy..........................2016 Building Energy EfficiencyStandards (BEES)Environmental.............2016 CA Bld'g green StandardsCode (Calgreen)Chapter 14 of theLaguna Beach Municipal Code (LBMC)T-1.0Vicinity MapSet back Requirements:Front Yard: 4 FeetSide Yards:3 Feet Max Building Height: 29 Feet1,502 SF / 51.31%Deferred Submittal:Rear Yard: 20 FeetProject ConsultantsDuca - McCoy, Inc.3840 E. Coast Hwy,Corona Del Mar, CA 92625(949) 675- 4487Topographic Survey:Civil Engineer:Ardalan NaderiCalCoast Engineering & Design, group303 Broadway , Suite 209Laguna Beach, CA 92651(949) 715-9990Soil Engineer:Brightview Development610 Newport Center Dr. Suite 1260Newport Beach, CA 92660(714) 879-1203Structure Engineer:Mansour AhmadiCalPro Engineering & Design, Inc.303 Broadway , Suite 209Laguna Beach, CA 92651(949) 715-9990Coastal Hazard Analysis Report:Nova24632 San Juan Avenue, Suit 100Dana point, CA 92629(949) 338-7710
CONC. STREETCONC.CONC. DR. APPROACH 7.31FFWALLLOW BRICKBLOCK WALLBLOCK WALLBLOCK WALLCONC. BRICK PATIO 7.05 6.98 6.72(APPROX. LOCAT
ION)(APPROX. LOCATION)(APPROX. LOCATION)WROUGHT IRON FENCEGATE
NEWPORT BEACH, CA. 92660610 NEWPORT CENTER DRIVE SUITE 1260C/O BRIGHTVIEW DEVELOPMENT, LLC.PARTICK HOLMAN AND RITA COCHRANEXIST
. BULKHEADEXIST. BULKHEADWOOD DECK
GRADE BEAM UNDER DECKPILE UNDER DECKPILE UNDER DECKPLLPPLLP6'14'20'3'-1"
3'
2'-10"3'-9"2'-7"
3'-7"DOCKDOCKRAMPLOW BRICK WALLLOW BRICK WALLPLNTRPLNTRWOOD DECK
N 37° 13' 30" W 28.57'N 52°46'30"E 120.00'N52°46'30"E 20.00'N37°13'30"W 28.57'
C.L. RIVER AVENUE
THE RIVO ALTON52°46'30"E 20.00'N37°13'30"W 28.57' 5.977; 7.12121; 6.84120; 6.95119;118;6.59 6.77117; 2.85116; 2.90115; 2.87114; 3.03113; 3.06112; 2.87111; 4.01110; 7.42109; 6.96108;7.01107; 6.94106; 6.93105; 6.91104; 6.93103;102;6.69 6.85101; 7.33FF100;99;9.95TW 10.18TW98; 11.18TW97;
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692; 8.0391; 6.9490; 7.0684; 7.0783; 6.9882; 6.7181; 6.7680; 7.17GF71; 7.2169; 7.3668; 7.5667; 7.1564; 7.1763; 7.31FF62; 7.0861; 7.0960;
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; 7.0958; 7.2057; 7.1056; 7.2655; 7.2154; 7.1153; 7.1552; 6.8351; 7.0850; 6.5849; 6.5848; 5.77FL47; 5.86TC46; 5.74FL45; 6.12TC44; 5.73FL43; 6.17TC42; 6.2741; 6.2440; 6.2439; 5.71FL38; 6.12TC37; 5.73FL36; 5.77TC35; 6.6034; 6.6933; 6.99GF32; 5.73FL31; 5.80TC30; 7.05GF29; 7.04GF28; 6.7527; 6.6926; 5.70FL25; 5.81TC24; 5.71FL23; 6.16TC22; 6.2321; 6.8420; 7.1919; 6.6018; 6.7217; 6.2816; 5.71FL15; 6.20TC14; 5.67FL13; 5.77TC12; 30.41 6.038;RIDGEWMSCOWM SCOPPSN
21.32RIDGEN 52°46'30"E 120.00' 7.32 7.26 7.47GMEM
IRRG. 7.86TW 12.52TW 6.85
WMTBM
BRICK PATIOCONC.BLOCK WALLBRICKBRICKTILETILEPROPERTY OWNER :NOTES:BOARD OF CIVIL ENGINEERS AND LAND SURVEYORS.SURVEYOR OR CIVIL ENGINEER TO SUBMIT A "CORNER RECORD" OR "RECORD OF SURVEY" SUBMITTED TO THE BUILDING INSPECTOR AT OR PRIOR TO FOUNDATION INSPECTION.REGISTERED CIVIL ENGINEER AUTHORIZED TO PERFORM SURVEYING BY THE STATEPROPERTY CORNERS TO BE MONUMENTED BY A LICENSED LAND SURVEYOR ORTO THE COUNTY SURVEYOR. EVIDENCE OF SUBMITTAL FOR A "RECORD OF SURVEY" TO BESW ---- SIDEWALKFH ---- FIRE HYDRANTIRRG. ---- IRRGATION BOXPLNTR. ---- PLANTERF.L. ---- FLOW LINEF.F. ---- FINISH FLOORG.F. ---- GARAGE FLOORG.B. ---- GRADE BREAKT.S.W. TOP OF STEM WALLT.F.C. ---- TOP OF FOUND. CURBINV. ---- PIPE INVERT ELEV.T.F. ---- TOP OF FOOTINGT.W. ---- TOP OF WALLOF A BOUNDARY SURVEY.BOUNDARY NOTE:THIS IS NOT A BOUNDARY SURVEY, THE TOPOGRAPHIC FEATURES AS SHOWNON THIS MAP MAY BE ADJUSTED RELATIVE TO THE PLAT UPON COMPLETIONLOT AREA :BASIS OF BEARINGS :3,428.40 SQ. FT.THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OFRIVER AVENUE BEING N 37°13'30" W AS SHOWN ON R.S. 2005-1027, RSB 205/40.TOP OF CURB---- BLOCK RETAINING WALL---- PROPOSED ELEVATION---- P.C.C. CONCRETE---- DIRECTION OF FLOW---- FINISH GRADE ELEV.---- FINISH SURFACE ELEV.ELEVATION OF SHOTSURVEY PT. REF. NO.---- EXISTING GRADE ELEV.T.C.F.G.F.S.E.G.LEGEND:ANY EASEMENTS OF RECORD.ANY OR ALL EASEMENTS OF RECORD AFFECTING THIS PROPERTY MAY NOT BESHOWN. A CURRENT TITLE REPORT WILL BE REQUIRED IN ORDER TO LOCATEUNLESS NOTED OTHERWISE.FIELD OBSERVATIONS, ALL BEARINGS AND DISTANCES ARE MEASURED,1. THE DISTINCTIVE BOUNDARY SHOWN HEREON WAS PLOTTED PER ON-SITECIVIL ENGINEERS NOTES :2. LICENSED CIVIL ENGINEER OF RECORD SHALL PERMANENTLY MONUMENT PROPERTYCORNERS OR OFFSETS BEFORE STARTING GRADING.PLEASE CALL THE LICENSED CIVIL ENGINEER OF RECORD.....PETE DUCA @ 949-675-4487TO SCHEDULE CONSTRUCTION STAKING AND ALL CERTIFICATIONS3. THE LICENSED CIVIL ENGINEER OF RECORD TO SUBMIT A "RECORD OF SURVEY" OR "CORNER RECORD" TO THE COUNTY SURVEYOR. EVIDENCE OF SUBMITTAL TO BE SUBMITTED TO THE BUILDING INSPECTOR AT OR PRIOR TO FOUNDATION INSPECTION.NOTE:SHEET 1 OF 1 OF LOT 3 IN BLOCK 239 OF CANAL SECTION3904 RIVER AVENUETOPOGRAPHIC SURVEYNEWPORT BEACH, CAPREPARED BY :DUCA-McCOY, INC.3840 E. COAST HIGHWAYCORONA DEL MAR, CA 92625(949) 675 4487PETE J. DUCA R.C.E. 24668 DATEESTABLISHED AN ELEVATION ON THE TOP OF CURBAT THE NORTHWESTERLY CORNER OF THIS LOTBENCHMARK :ELEVATION = 6.12 TC TBMESTABLISHED FROM ORANGE COUNTY B.M. J-782ELEV= 6.978 NAVD88 DATUM (2015)
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TITLE SHEET- GRADING & DRAINAGE
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NEW CONCRETE PADS (2'-4" W X 2'-8" L)
KEYNOTES
NEW BUILDING TO REPLACE THE EXISTING BUILDING
NEW GRAVEL AREA (3/4"), 6" THICK, TO REPLACE
4" DRAINAGE OPENING AT THE BOTTOM OF NEW WOOD STAIRS
NEW PITCHED ROOF
WITH 4" GRASS BORDERS (FILTRATION BUFFER)
NEW CONCRETE PADS (2'-4" W X 2'-8" L)
WITH 4" GRAVEL BORDERS (3/4"), (FILTRATION BUFFER)
NEW WOOD STAIRS TO NEW RAISED WOOD DECK
NEW ROOF DECK
EXIST, BRICK PATIO
NEW 4" DOWNSPOUT WITH SPLASH BLOCK
NEW 4" DOWNSPOUT WITH WATER QUALITY FILTER INSERT
& SPLASH BLOCK
NEW PLANTER WITH 12' GRAVEL, 3/4", UNDERLAY
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6*'4+81#.61SITE PLANNLEGEND:PLANTERS AREABUILDING FOOTPRINTLOWER FLOOR LINEMIDDLE FLOOR LINEUPPER FLOOR LINE$#Ä$#Ä##Ä##ÄARCHITECT: REVISION BY:DRAWN BY:SHEET NO.:PROJECT NUMBER:ISSUED DATE:PLOT DATE:DEVELOPER:LOCATION:DATENO.DESCRIPTION.REVISIONSA.ARSSI3904 River AvenueA-1.04*5&1-"/
MIDDLE FLOOR PLANLiving Area: 1,353 SF (Include Stairway)Deck Area: 177 SFLOWER FLOOR PLANLIVING AREA: 948 SF (Include Stairway)GARAGE AREA: 452 SFNNLEGEND:PLANTERS AREA$#Ä$#Ä$#Ä$#Ä##Ä##Ä##Ä##ÄARCHITECT: REVISION BY:DRAWN BY:SHEET NO.:PROJECT NUMBER:ISSUED DATE:PLOT DATE:DEVELOPER:LOCATION:DATENO.DESCRIPTION.REVISIONSA.ARSSI3904 River AvenueA-2.0-08&3 .*%%-&'-0031-"/4
MIDDLE FLOOR DIMENSION PLANLOWER FLOOR DIMENSION PLANLIVING AREA: 61+102+674+86+25 = 948 SF (Include Stairway)GARAGE AREA: 350+71+31 = 452 SFLiving Area: 308+81+149+102+525+123+65 = 1,353 SF (Include Stairway)Deck Area: 60+40+54+23 = 177 SFARCHITECT: REVISION BY:DRAWN BY:SHEET NO.:PROJECT NUMBER:ISSUED DATE:PLOT DATE:DEVELOPER:LOCATION:DATENO.DESCRIPTION.REVISIONSA.ARSSI3904 River AvenueA-2.1-08&3 .*%%-&'-003
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UPPER FLOOR PLANLIVING AREA: 438 SF (Exclude Stairway)DECK AREA: 883 SFMECH. AREA: 19 SFN$#Ä$#Ä##Ä##ÄROOF PLANN$#Ä##Ä##Ä$#ÄARCHITECT: REVISION BY:DRAWN BY:SHEET NO.:PROJECT NUMBER:ISSUED DATE:PLOT DATE:DEVELOPER:LOCATION:DATENO.DESCRIPTION.REVISIONSA.ARSSI3904 River AvenueA-3.0611&3'-003 300'1-"/4
UPPER FLOOR DIMENSION PLANLIVING AREA: 67+67+44+242 = 438 SF (Exclude Stairway)DECK AREA: 108+715+60 = 883 SFMECH. AREA: 19 SFARCHITECT: REVISION BY:DRAWN BY:SHEET NO.:PROJECT NUMBER:ISSUED DATE:PLOT DATE:DEVELOPER:LOCATION:DATENO.DESCRIPTION.REVISIONSA.ARSSI3904 River AvenueA-3.1611&3'-003"3&"$"-$6-"5*0/1-"/
SOUTH ELEVATIONNORTH ELEVATIONFRONT (WEST)ELEVATIONREAR (EAST)ARCHITECT: REVISION BY:DRAWN BY:SHEET NO.:PROJECT NUMBER:ISSUED DATE:PLOT DATE:DEVELOPER:LOCATION:DATENO.DESCRIPTION.REVISIONSA.ARSSI3904 River AvenueA-4.0130104&%&-&7"5*0/4
SECTION -ASECTION -BARCHITECT: REVISION BY:DRAWN BY:SHEET NO.:PROJECT NUMBER:ISSUED DATE:PLOT DATE:DEVELOPER:LOCATION:DATENO.DESCRIPTION.REVISIONSA.ARSSI3904 River AvenueA-5.0#6*-%*/(4&$5*0/4
Option #2TopoREVISION BY:DRAWN BY:SHEET NO.:ISSUED DATE:PLOT DATE:DATENO.DESCRIPTION.REVISIONS03-20-19ALIREZAHAGHIGHATMBOETDBQFIBSETDBQFQMBONMBOETDBQFQMBOTDBMF ±TRACHELOSPERMUM JASMINOIDES -STAR JASMINESPHOENIX ROEBELENII - PYGMY DATE PALMPARTHENOCISSUS TRICUSPIDATA - BOSTON IVYVINESAGAPANTHUS AFRICANUS - LILY OF THENILEZOYSIA MATRELLA - KOREAN MOSS GRASSEUPHORBIA TIRUCALLI - PENCIL CACTUSEQUISETUM HYEMALE - SCOURINGRUSHHORSETAILPERVIOUS PAVERS3'-0"
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REVISION BY:DRAWN BY:SHEET NO.:ISSUED DATE:PLOT DATE:DATENO.DESCRIPTION.REVISIONS03-20-19ALIREZAHAGHIGHATMBOETDBQFPQFOTQBDFQMBO QSPQPTFEPQFOTQBDFQMBOTDBMF ±QSPQPTFEJNQFSWJPVTTVSGBDFTTDBMF ±IMPERVIOUS SURFACESLOT AREA% OF LOT AREAEXISTINGPROPOSEDEXISTINGPROPOSED Legend :PERVIOUS SURFACESEXISTINGPROPOSEDCONFORMS?LANDSCAPE OPEN SPACENIMPERVIOUS SURFACESCALCULATIONS TABLEFYJTUPQFOTQBDFQMBOTDBMF ±FYJTUJNQFSWJPVTTVSGBDFTTDBMF ±