HomeMy WebLinkAboutPA2022-0295_20221205_Plans_36x24UPCENTERLINE ALLEY7' - 6"FIRST FLOORFIN. SLABELEVATION 14.37'P4 14.31'P3 14.30'P2 13.55'P1 13.55'37' - 0"7' - 0 1/4"34' - 0"ENTRY2 CAR GARAGEFIN. SLABELEVATION 14.00'COVEREDCARPORTOCEAN PATIO12' - 1 1/2"9' - 1 1/2"5' - 0"5' - 0"12AB3' - 0"3' - 0"FRONT YARDSETBACKREAR YARDSETBACKSIDE YARDSETBACKSIDE YARDSETBACKN34°55'30"E 75.00'6' - 6"5' - 11 1/2"18' - 10 3/4"LINE OF 2ND FLR DECK ABOVEEXTERIOR FACE OF WALLEXTERIOR FACE OF WALLFIREPLACE STACK LINE OF 2ND FLR ABOVELINE OF 2ND FLR ABOVEEXTERIOR FACE OF WALLEXTERIOR FACE OF WALL2' - 0"2' - 6"ADJACENT RESIDENCE LOT 4LOT 3ADJACENT RESIDENCE LOT 2W. OCEANFRONT(13.38)FS(13.69)FS(13.32)FS(13.16)FL(13.15)FL(13.07)FL(13.07)FL(13.48)FS(13.49)FS(13.56)FS(14.26)FS(14.26)FS(14.80)FS(14.09)NG(14.70)FS(14.20)TD(19.28)TW(13.48)FS(14.12)FS(14.33)TD(14.33)TD(16.79)TW(14.31)TD(14.43)NG(14.55)NG(14.20)NG(14.19)NG(15.47)NG(16.85)TW(14.34)TD(13.96)NG(14.00)NG(14.32)TDP.L.P.L.P.L.P.L.N55°35'03"W 44.00'N55°35'03"W 44.00'N34°55'30"E 75.00'3"3"3"5"3"(14.12)FS(13.53)FS6"UP(14.00)FL(14.09)FL(14.08)FL(20.25)TW(14.30)FS(13.45)FL(13.60)FS(14.05)FLPROPERTY LINELINE OF UPPER FLOOROPEN AREANEW 6' MAX POUREDIN PLACE CONC. WALL4" THICKOHA CONSTRUCTION31234 W. NINE DRIVELAGUNA NIGUEL, CA 92677PH: 951-990-4834EMAIL: Oz.almendarez@gmail.comScaleProject numberDateDrawn byChecked byPLANS PREPARED BY:REV.DESCRIPTION/DATECLIENT:SHEET NAME:As indicated1/7/2023 4:31:42 PMA-0.0SITE PLANProject Number6104 OCEAN FRONT W.NEWPORT BEACH, CA 92663SANDERSON RESIDENCEIssue DateAuthorChecker1/8" = 1'-0"1SITE PLANSECOND FLOOROPEN SPACE238 sq.ft.1st & 2nd FLOOROPEN SPACE80 sq.ft.FIRST FLOOROPEN SPACE172 sq.ft.ELEVATORISSUE 01-06-23NATURAL GRADE CALCULATION FLAT LOT(MAX ROOF HEIGHT)P1 13.55'+ P2 13.55' + P3 14.30' + P4 14.31' = 55.71'AVERAGE ELEV. (55.71/ 4)= 13.93' MAX HEIGHT FOR FLAT ROOF 24' ABOVE 13.93'= 37.93' MAX ELEV.MAX HEIGHT FOR PITCHED ROOF 29' ABOVE 13.93'= 42.93' MAX ELEV.CONTACT INFOSHEET INDEXCODESGENERAL NOTESDEFERRED SUBMITTALLOT INFO/ CALCULATIONSPLANS PREPARED BY:OHA Construction31234 W. Nine Dr.Laguna Niguel ,CA 92677PH. 951-990-4834CONTACT: Oz AlmendarezEMAIL: Oz.almendarez@gmail.comLICENSE: B980490CONTRACTOR:T.B.D.TITLE 24 ENERGY CALCS:Perfect Design & Development, Inc. Design & Consulting2416 W. VALLEY BLVD.ALHAMBRA, CA 91803EMAIL: PERFECTAAA@AOL.COMPH. 626-289-8808LICENSE: M-27635OWNER:Sanderson ResidenceChase & Katherine Sanderson6104 W. OceanfrontNewport Beach, Ca 92663PH. 949-500-0453EMAIL: chaseosanderson@yahoo.comCIVIL ENGINEERING:Civilscapes Engineering Inc.Will Rolph28052 Camino Capistrano, STE 213Laguna Niguel ,CA 92677PH. 949-464-8115EMAIL: Will@civilscapes.comLICENSE: C 76698SOILS ENGINEER:Coast Geotechnical Inc.1200 West CommonwealthFullerton, Ca 92833PH. 714-870-1211EMAIL: coastgeotex@sbcglobal.netMing-Tarng ChenLICENSE: 54011 EXP. 12-31-21Todd D. HousealLICENSE: 1914 EXP. 4-22PROJECT SCOPELOT SIZE: 3,000 sq.ft.OPEN SPACE CALCULATIONMIN. 20% OPEN SPACE IN BUILDABLE AREABUILDABLE AREA: 2,200 sq.ft. x .20= 440 sq.ft. MIN. OF OPEN SPACE REQ.OPEN SPACE PROVIDED: 238+80+172= 490 sq.ft.490 sq.ft. > 440 sq.ft. MIN. OF OPEN SPACE REQ.FLOOR AREA LIMITATIONBUILDABLE AREA: 2,200 sq.ft. x 2= 4,400 sq.ft. MAX FLOOR AREAPROPOSED BUILDABLE SQ.FT. 3,675+525+27=4,227 SQ.FT.4,227 sq.ft. < 4,400 sq.ft. MAX FLOOR AREA1. THIS BUILDING IS OCCUPANCY R3, TYPE VB, SPRINKLED PER NFPA 13D2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH PROCEDURES SETFORTH BY CORPORATE STANDARDS SPECIFICATIONS AS APPROVED BY OWNER.WHEN SEPARATELY BOUND SPECIFICATIONS ACCOMPANY THESE DRAWINGS,THEY SHALL BE CONSIDERED PART OF THESE CONSTRUCTION DOCUMENTS.3. INSTALL ALL MANUFACTURED ITEMS, MATERIALS, AND EQUIPMENT IN STRICTACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS.4. CONTRACTOR IS RESPONSIBLE FOR EXAMINING ALL CONTRACT DOCUMENTS,FIELD CONDITIONS AND CONFIRMING THAT WORK IS BUILD ABLE AS SHOWNBEFORE PROCEEDING WITH CONSTRUCTION. IF COORDINATION QUESTIONSOCCUR, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A CLARIFICATIONFROM THE DESIGNER AND/OR TENANT CONSTRUCTION COORDINATOR BEFOREPROCEEDING WITH WORK IN QUESTION OR BELATED WORK.5. CONTRACTOR FOR THE PROJECT SHALL BE RESPONSIBLE FOR OBTAINING ALLREQUIRED BUILDING PERMITS.6. "TYPICAL" AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITION ISTHE SAME OR REPRESENTATIVE FOR SIMILAR CONDITIONS THROUGHOUT, UNLESS OTHERWISE NOTED.7. DETAILS ARE USUALLY KEYED AND NOTED "TYPICAL" ONLY ONCE, WHEN THEYFIRST OCCUR, AND ARE REPRESENTATIVE FOR SIMILAR CONDITIONSTHROUGHOUT, UNLESS OTHERWISE NOTED.8. COLUMN CENTER LINES (ALSO REFERRED TO AS GRID LINES) ARE SHOWN FORDIMENSIONING PURPOSES. (RE: BASE BUILDING DRAWINGS EXACT LOCATION).9. DO NOT SCALE DRAWINGS. DIMENSION LINES GOVERN. LARGE SCALE DETAILSGOVERN OVER SMALL SCALE DETAILS.10. ALL WORK PERFORMED BY THE CONTRACTOR SHALL CONFORM TO THE EXISTINGBUILDING CONDITIONS. (SEE NOTE NO. 9 FOR ALTERNATIVES.)11. CONTRACTOR SHALL PATCH ANY EXISTING WALLS AND/OR CEILINGS AS NEEDEDTO REFURBISH THE SPACE AND REPAIR ALL DAMAGES12. CONTRACTOR SHALL MAINTAIN THE JOB SITE IN A CLEAN AND ORDERLYCONDITION, FREE OF DEBRIS AND LITTER, EACH SUBCONTRACTOR IMMEDIATELYUPON COMPLETION OF EACH PHASE OF WORK AND SHALL REMOVE ALL TRASHAND DEBRIS CREATED AS A RESULT OF THEIR OPERATION.13. CONTRACTOR SHALL BE RESPONSIBLE FOR THE GENERAL CLEANING UP OF A JOBAFTER ITS COMPLETION. CLEANING SHALL INCLUDE INTERIOR OF THE BUILDINGAND PATH OF TRAVEL TO THE JOB SITE AND SHALL INCLUDE THE DRIVEWAY,STAIRS AND PROPERTY GROUNDS.14.ALL DRAINAGE IS EXISTING AND TO REMAIN U.O.N.15. PROVIDE CHEMICAL TOILET FOR PROJECT DURATION.16. PROVIDE PLASTIC OVER FLOORINGA17. PROJECT TO BE SWEPT DAILY.18. SUBCONTRACTORS NAME & REFERENCES TO BE PROVIDED W/ BID19. SUBCONTRACTORS TO REMOVE & DISPOSE OF ALL DEBRIS.20. PROVIDE HOUSE STREET # VISABLE & LEGIBLE FROM STREET21. THE DISCHARGE OF POLLUTANTS TO ANY STORM DRAINAGE SYSTEM ISPROHIBITED. NO SOLID WSTE, PETROLEUM BYPRODUCTS, SOIL PARTICULATECONSTRUCTION WASTE MATERIALS, OR WASTEWATER GENERATED ONCONSTRUCTION SITES OR BY CONSTRUCTION ACTIVITIES SHALL BE PLACEDCONVEYED, OR DISCHARED INTO THE STREET, GUTTER, OR STORM DRAIN SYSTEM.22. ALL SETBACKS MEASURED FROM PROPERTY LINE TO FACE OF BUILDING FINISHONLY STEM WALL FOOTING ALLOWED INTO SETBACK SEE STRUCTURAL DETAIL.23. ISSUANCE OF BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT RELIEVEAPPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVE COVENANTS, CONDITIONS,AND RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TOOBTAIN PLANS. YOU SHOULD CONTACT YOUR COMMUNITY ASSOCIATIONS PRIOR TOCOMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT.24. A CAL-OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5' AND FORSHORING AND UNDERPINNING.25. THE MAXIMUM TIME TO COMPLETE CONSTRUCTION ON A PROJECT IS LIMITED TO THREEYEARS FROM THE DATE OF THE PERMIT FOR ALL PERMITS ISSUED AFTERAUGUST 21, 2019 AS REQUIRED BY NBMC SECTION 15.02.0952019 CALIFORNIA RESIDENTIAL CODE (CRC)2019 CALIFORNIA BUILDING CODE (CBC)2019 CALIFORNIA PLUMBING CODE (CPC)2019 CALIFORNIA MECHANICAL CODE (CMC)2019 BUILDING ENERGY EFFICIENCY STANDARDS (BEES)2019 CALIFORNIA GREEN BUILDING STANDARDS CODE (CAL GREEN)CHAPER 15 OF THE NEWPORT BEACH MUNICIPAL CODE (NBMC)LEGAL DESCRIPTIONAPN:045-102-08 BLOCK:A LOT 3OCCUPANCY: R3/U TYPE OF CONSTRUCTION: VB FIRE SPRINKLERS: FULLY SPRINKLERED "PER NFPA 13D"# OF STORIES: 3FLOOD ZONE: X-AREA WITH REDUCED FLOOD RISK DUE TO LEVEECOASTAL LAND USE: RT-E TWO UNIT RESIDENTIALCOASTAL ZONING DISTRICT: R-2 TWO-UNIT RESIDENTIALPROVIDED PARKING: 21. AC LOCATIONS AND NOISE LEVEL ARE NOT PART OF THIS PLAN CHECKAND PERMIT. PROVIDE PLANS THAT DEMONSTRATE THE SOUNDLEVEL DOES NOT EXCEED 50 dba (55 dba WITH TIMER; 65 dba WITHTIMER AND NEIGHBOR'S CONSENT) PER SECTION 10.26.045 OF THENBMC, PRIOR TO ROUGH PLUMBING AND ELECTRICAL INSTALLATION.LOCATION OF MEASUREMENT TO BE AT ADJACENT PROPERTY PATIOOR OPENING.2.FIRE SPRINKLERSOBTAIN FIRE SPRINKLER PERMIT PRIOR TO CALLING FOR ROOFSHEATHING INPSECTION.3.SOLAR"DEFERRED SUBMITTALS TO BE REVIEWED BY PROJECT ARCHITECT OR ENGINEER OF RECORD AND CERTIFIED PRIOR TO SUBMITTAL FOR PLAN CHECK OR APPROVAL BY THE CITY."ABBREVIATIONSF.S.FINISH SLABF.F.FINISH FLOORG.F.F.GARGE FINISH FLOOR T.W.TOP OF WALLT.G.WTOP OF GLASS WALLE.G.EXISTING GRADET.S. TOP OF STEP(N)NEW(E)EXISTINGC.L.CENTER LINET.P.TOP PLATEP.L.PROPERTY LINEP#HEIGHT CALCULATIONPOINTSIM.SIMILARTYP.TYPICALU.O.N.UNLESS OTHERWISENOTEDCONC.CONCRETET.R. TOP OF ROOFEXT.EXTERIORINT.INTERIORELEV.ELEVATIONA-0.0COVER SHEET/SITE PLANA-0.1DEMOLITION PLANA-0.2DOOR AND WINDOW SCHEDULEA-1.0FIRST FLOOR CONSTRUCTION PLANA-1.1SECOND FLOOR CONSTRUCTION PLANA-1.2SECOND FLOOR CONSTRUCTION PLANA-3.0ROOF PLANA-4.0EXTERIOR ELEVATIONSA-4.1EXTERIOR ELEVATIONSA-5.0BUILDING SECTIONSA-5.1BUILDING SECTIONSTSTOPOGRAPHIC SURVEYC-1TITLE SHEETC-2GRADING PLAN-STORM DRAIN PLANC-3EROSION CONTROL PLANC-4GEOTECHNICAL NOTESSQ.FT. SUMMARYLIVING SPACE: SQ.FT.FIRST FLOOR: 1,446 SQ.FT.SECOND FLOOR: 1,927 SQ.FT.THIRD FLOOR: 302 SQ.FT.TOTAL LIVING SPACE: 3,675 SQ.FT.GARAGE: 525 SQ.FT. (2-CAR)COVERED CARPORT: 196 SQ.FT.SECOND FLOOR DECK: 340 SQ.FT.THIRD FLOOR COVERED PATIO: 467 SQ.FT.THIRD FLOOR OPEN DECK:1,271 SQ.FT.THIRD FLOOR MECH. RM.: 27 SQ.FT.FRONT YARD SETBACK: 5' LEFT/RIGHT SETBACK: 3' REAR SETBACK: 5'THIRD FLOOR CALCULATIONSMAX 15% BUILDABLE AREA (TO INCLUDE SETBACKS PER NBMC 20.48.180)BUILDABLE AREA: 2,200 sq.ft. x .15= 330 sq.ft. MAX THIRD FLOOR BUILDABLE AREA302 sq.ft. < 330 sq.ft. MAX THIRD FLOOR BUILDABLE AREAMAX 50% ENCLOSED PLUS COVERED (TO INCLUDE SETBACKS PER NBMC 20.48.180)2,200 sq.ft. x .50= 1,100 sq.ft. MAX ENCLOSED PLUS COVEREDPROPOSED THIRD FLOOR ENCLOSED (LIVING SPACE) 302 sq.ft. + THIRD FLOOR COVERED PATIO 467 sq.ft. + MECHANICAL ROOM 27 sq.ft. + MISC. SHAFT 118 sq.ft. = 914 sq.ft.914 sq.ft. < 1,100 sq.ft. MAX ENCLOSED PLUS COVEREDSITEVICINITY MAPSITEAERIAL MAPSTRUCTURAL CALCULATIONS:Wickstrom Structural Engineering, Inc.28581 Via Prima VeraSan Juan Capistrano, Ca 92675EMAIL: WickstromSE@cox.netContact: Eric WickstromPH. 949-454-8045LICENSE: S-3989 Exp. 02/09/2022SURVEYOR:Apex Land Surveying8512 Oxley circleHuntington Beach ,Ca 92646PH. 714-488-5006EMAIL: apexlsinc@gmail.comPAUL D. CRAFTLICENSE: 8516 EXP. 12-31-22NLEGEND(E) WATER METER(E) EVT(E) EVTF.L.FLOW LINET.D.TOP OF DECKN.G.NATURAL GRADEFLR.FLOOREVTELECTRICAL VAULTFIN.FINISHWMWATER METER( )ELEVATIONREQ.REQUIREDMIN.MINIMUMMAX.MAXIMUM-DEMO EXISTING 3 STORY RESIDENCE (3,328 sq.ft)& GARAGE (354 sq.ft.)/CARPORT (177 SQ.FT.)-BUILD NEW 3 STORY (3,675 sq.ft.) 2 CAR GARAGE (525 sq.ft.)WITH COVERED CARPORT (196 sq.ft) FULLY SPRINKLERED.3 BEDROOMS, 4 FULL BATHS, 2-1/2 BATHS.-SECOND FLOOR PARTIALLY COVERED DECK 340 SQ.FT.-THIRD FLOOR COVERED DECK 483 SQ.FT.-THIRD FLOOR OPEN DECK 1,396 SQ.FT.-NEW SITE WALLS UNDER SEPERATE PERMITFS=14.12'FF=14.37'GFF=14.12'GFF=13.91'GFF=13.87'SITE PLAN KEY NOTES1. NEW 6' MAX HEIGHT A.F.F. CONCRETE WALL. FREESTANDING2. NEW 6' GATE 42" WIDE3. NEW 6' GATE 30" WIDE4. LOCATION OF NEW GAS METER5. LOCATION OF NEW 400 AMP ELECTRICAL PANEL6. LOCATION OF NEW TANKLESS WATER HEATER7. EXISTING 6' CMU BLOCK WALL8. EXISTING 2'-6" CMU BLOCK WALL9. LOCATION OF GUTTER DOWNSPOUTS112345677888999999999PA2022-0295
12ABCENTERLINE ALLEYPROPERTY LINE 40.00'7' - 6"FIRST FLOORFIN. SLABELEVATION 14.37'OCEAN PATIOPROPERTY LINE 75.00'PROPERTY LINE 75.00'PROPERTY LINE 40.00'ADJACENT RESIDENCE LOT 4LOT 3ADJACENT RESIDENCE LOT 2DEMO EXISTING 3 STORYSINGLE FAMILY RESIDENTIAL(13.70)FS(13.39)FS(13.69)FS(13.32)FS(13.16)FL(13.15)FL(13.07)FL(13.07)FL(13.48)FS(13.49)FS(13.55)FS(13.96)GFF(39.74)RIDGE(13.56)FS(13.65)FS(14.26)FS(14.26)FS(14.80)FS(13.81)FS(13.99)FS(14.09)NG(14.70)FS(14.20)TD(14.30)TD(14.31)TD(14.32)TD(14.29)TD(14.30)TD(14.81)TD(14.81)TD(13.75)FS(19.28)TW(13.48)FS(13.55)FS(13.85)FS(13.83)FS(14.37)FF(14.91)FF(14.31)TD(14.33)TD(14.33)TD(16.79)TW(14.31)TD(14.43)NG(14.55)NG(14.20)NG(14.19)NG(15.47)NG(16.85)TW(14.34)TD(13.96)NG(14.00)NG(14.32)TDW. OCEANFRONTP.L.P.L.P.L.P.L.PROPERTY LINELINE OF HOUSE TO BE DEMOLISEDAREA OF PROPOSED NEW RESIDENCEOHA CONSTRUCTION31234 W. NINE DRIVELAGUNA NIGUEL, CA 92677PH: 951-990-4834EMAIL: Oz.almendarez@gmail.comScaleProject numberDateDrawn byChecked byPLANS PREPARED BY:REV.DESCRIPTION/DATECLIENT:SHEET NAME:1/4" = 1'-0"1/7/2023 4:31:42 PMA-0.1DEMOLITION PLANProject Number6104 OCEAN FRONT W.NEWPORT BEACH, CA 92663SANDERSON RESIDENCEIssue DateAuthorChecker1/4" = 1'-0"1EXISTING SITE PLANWATER METEREVTEVTDEMO COLUMNLINE OF HOUSE TO DEMOLINE OF HOUSE TO DEMOLINE OF HOUSE TO DEMOLINE OF HOUSE TO DEMOEXISTING THREE STORY RESIDENCE TO BE DEMOBUILDING AREA1ST FLOOR1,446 SQ.FT.2ND FLOOR 1,510 SQ.FT.3RD FLOOR 372 SQ.FT.TOTAL LIVING AREA 3,328 SQ.FT.GARAGE 354 SQ.FT.CARPORT AREA 177 SQ.FT.EXTERIOR DECK AREAS2ND FLOOR 102 SQ.FT.3RD FLOOR 118 SQ.FT.TOTAL DECK AREA 220 SQ.FT.LEGENDNPA2022-0295
DOOR SCHEDULEDOORREFDOOR SIZEWxHTYPEMANUFACTUREMODELMATERIALFINISHTEMPEREDEGRESSSHGCU-FACTORA4'-0" x 9'-0"DUTCHDR.NOQTY.1B24'-0"x9'-0"6 PANEL2-WAY SLIDINGPOCKET DOORYES1AWAKE905 SERIESLOW E W/ ARGON.23.30C2'-6"x8'-0"FROSTEDYES1D19'-0" x 8'-0"1WINDOW SCHEDULEWINDOWREFWINDOW SIZEWxHTYPEMANUFACTUREMODELMATERIALFINISHTEMPEREDEGRESSSHGCU-FACTOR16'-0" x 9'-5"FIXEDQTY.123454'-0" x 4'-9"PAYNED6'-0" x 8'-4"FENESTRATIONS MUST HAVE TEMPORARY AND PERMANENT LABELS62'-0" x 4'-2"7894'-10" x 4'-4"PAYNED3'-0" x 4'-6"2'-6" x 5'-0"E13'-0" x 3'-0"T.B.D.4'-0" x 4'-2"FENESTRATIONS MUST HAVE TEMPORARY AND PERMANENT LABELSSKYLIGHT SCHEDULESKYLIGHTREFSKYLIGHT SIZEWxHTYPEMANUFACTUREMODELMATERIALFINISHTEMPEREDEGRESSSHGCU-FACTOR145'-0" x 5'-0"FIXEDYESQTY.1VELUXCURBMOUNTCLAD EXT..23.30NOF24'-0" x 8'-0"1G9'-0"x6'-8"2H15'-0"x6'-8"I2'-6" x 6'-0"SWINGSIMPLEPAINT GRADEGARAGEDOOR3 PANELSLIDER5 PANELSLIDER1010'-0" x 8'-0"PAYNED116'-0" x 6'-8"awake Window & Door Co. www. awakewdc.comSOLIDCORET.B.D.CLAD EXT.CLAD INT.BLACKANODIZEDNOYES.23.34T.B.D.PAINT GRADESOLIDCORET.B.D.N/AN/AN/APAINT GRADET.B.D.T.B.D.T.B.D.N/AN/AN/AN/A2'-8"x8'-0"N/APOCKETDOORSTAIN GRADET.B.D.SOLIDCORET.B.D.N/AN/AN/A6 PANEL2-WAY SLIDINGPOCKET DOORAWAKE905 SERIESLOW E W/ ARGONCLAD EXT.CLAD INT.BLACKANODIZEDYES.23.34YESAWAKE905 SERIESLOW E W/ ARGONCLAD EXT.CLAD INT.BLACKANODIZEDYES.23.34NOCLAD EXT.CLAD INT.AWAKE905 SERIESLOW E W/ ARGONBLACKANODIZEDYES.23.34NO11N/ASWINGSIMPLEPAINTGRADET.B.D.SOLIDCORET.B.D.N/AN/AN/AAWAKE105 SERIESLOW E W/ ARGONCLAD EXT.CLAD INT.BLACKANODIZEDNOYES.23.362AWAKE105 SERIESLOW E W/ ARGONCLAD EXT.CLAD INT.BLACKANODIZEDNOYES.23.36FIXED1AWAKE105 SERIESLOW E W/ ARGONCLAD EXT.CLAD INT.BLACKANODIZEDNOYES.23.36CASEMENT1AWAKE105 SERIESLOW E W/ ARGONCLAD EXT.CLAD INT.BLACKANODIZEDNOYES.23.36AWNING1AWAKE105 SERIESLOW E W/ ARGONCLAD EXT.CLAD INT.BLACKANODIZEDNOYES.23.36CASEMENT3AWAKE105 SERIESLOW E W/ ARGONCLAD EXT.CLAD INT.BLACKANODIZEDNOYES.23.36AWNING1AWAKE105 SERIESLOW E W/ ARGONCLAD EXT.CLAD INT.BLACKANODIZEDNOYES.23.36CASEMENT2AWAKE105 SERIESLOW E W/ ARGONCLAD EXT.CLAD INT.BLACKANODIZEDNOYES.23.36CASEMENT4AWAKE105 SERIESLOW E W/ ARGONCLAD EXT.CLAD INT.BLACKANODIZEDYESNO.23.36FIXEDWINDOWWALL2AWAKE425 SERIESLOW E W/ ARGONCLAD EXT.CLAD INT.BLACKANODIZEDNOYES.23.361AWAKE425 SERIESLOW E W/ ARGONCLAD EXT.CLAD INT.BLACKANODIZEDNOYES.23.36FIXEDWINDOWWALLBLACKANODIZEDAWNING2a2'-0" x 4'-9"1AWAKE105 SERIESLOW E W/ ARGONCLAD EXT.CLAD INT.BLACKANODIZEDNOYES.23.36CASEMENTFROSTED123'-0" x 2'-0"AWAKE425 SERIESLOW E W/ ARGONCLAD EXT.CLAD INT.BLACKANODIZEDNOYES.23.36AWNING1133'-0" x 7'-0"AWAKE425 SERIESLOW E W/ ARGONCLAD EXT.CLAD INT.BLACKANODIZEDNOYES.23.36FIXED2awake Window & Door Co. www. awakewdc.comOHA CONSTRUCTION31234 W. NINE DRIVELAGUNA NIGUEL, CA 92677PH: 951-990-4834EMAIL: Oz.almendarez@gmail.comScaleProject numberDateDrawn byChecked byPLANS PREPARED BY:REV.DESCRIPTION/DATECLIENT:SHEET NAME:12" = 1'-0"1/7/2023 4:31:43 PMA-0.2DOOR AND WINDOW SCHEDULEProject Number6104 OCEAN FRONT W.NEWPORT BEACH, CA 92663SANDERSON RESIDENCEIssue DateAuthorCheckerISSUE 01-06-23PA2022-0295
RangeUPA-4.1A-4.1A-4.01A-4.0212PROPERTY LINE 75.00'PROPERTY LINE 75.00'PROPERTY LINE 40.00'PROPERTY LINE 40.00'F.P.T.V.KITCHENFOYERLIVING RM.2-CAR GARAGE5' - 0"24' - 0"3' - 0"30' - 10 1/2"6' - 0"9' - 0"5' - 5"23' - 7 1/4"10' - 2"(E) OCEAN PATIOCARPORTALLEYLINE OF FLOOR ABOVELINE OF FLOOR ABOVELINE OF DECK ABOVE1' - 11 1/4"41' - 7 1/2"DINING RM.6' - 0"ELEV.PWDR. 1HALL 120' - 0"12' - 1 1/2"20' - 0"BEACHPWDR. 2STORAGEOUTDOORSHOWER30' - 7"4' - 2"4' - 1"7' - 9"21' - 2 1/4"3' - 0"5' - 7"1' - 0"42" REF.DW5' - 0"7"2A-5.02A-5.0F.F. 14.37'F.S. 14.29'5' - 0"5' - 0"4A-5.04A-5.01A-5.01A-5.05A-5.15A-5.13A-5.03A-5.06A-5.26A-5.27A-5.27A-5.218' - 10 3/4"12AB5' - 0"3' - 0"2' - 0"9' - 6"3' - 0"24' - 10 1/2"12' - 1 1/2"ACDEB1222668 POCKET2890269030903"3"3"3' - 0"SIDE YARDSETBACKFRONT YARDSETBACKSIDE YARDSETBACKREAR YARDSETBACK7' - 11"2668 POCKETSTACKEDW/D2a4' - 2 1/4"4' - 2 1/4"PANTRYSTORAGEPANTRY6 3/4"6' - 1 3/4"2' - 10"4' - 6"3' - 9 3/4"11' - 5 3/4"5' - 0 1/2"TRASHDWTRASHU.C. 30"MICROFAU 1LEV. 13.5"3.5"28LINE OF DECK ABOVELINE OF DECK ABOVELINE OF FLOOR ABOVELINE OF FLOOR ABOVEBUILT-INLINE OF FLOORABOVERAIL WALL2 x 6 NEW WALLS2 x 4 NEW WALLS42" MIN. A.F.F. SMOOTH STUCCO WALLWINDOW -REFERENCE SCHEDULEDOOR -REFERENCE SCHEDULECABINET -BUILT IN CASEWORKCOLUMN -REF. STRUCTURAL DWGS.FURNITURE -FOR PRESENTATION PURPOSES ONLYPLAN LEGEND2x6FIREPLACE -PREFAB GAS-ONLY APPLIANCEPLUMBING FIXTURE -SINK (AS SELECTED)PLUMBING FIXTURE -TOILET (AS SELECTED)LIGHTING FIXTURE -REFERENCE ELECTRICAL PLANS1011i?KEYNOTE TAG -REFERENCE KEYNOTE LEGEND THIS SHT.WINDOW TAG -REFERENCE SHEET A-0.2DOOR TAG -REFERENCE SHEET A-0.2SMOKE DETECTOR SEE SHEET A-2.0, A-2.1CARBON MONOXIDE SENSOR SEE SHEET A-2.0, A-2.1S.D.C.M.OHA CONSTRUCTION31234 W. NINE DRIVELAGUNA NIGUEL, CA 92677PH: 951-990-4834EMAIL: Oz.almendarez@gmail.comScaleProject numberDateDrawn byChecked byPLANS PREPARED BY:REV.DESCRIPTION/DATECLIENT:SHEET NAME:1/4" = 1'-0"1/7/2023 4:31:44 PMA-1.0FIRST FLOOR CONSTRUCTIONPLANProject Number6104 OCEAN FRONT W.NEWPORT BEACH, CA 92663SANDERSON RESIDENCEIssue DateAuthorChecker1/4" = 1'-0"1FIRST FLOOR CONSTRUCTION PLANN1. GUARDS (GUARDRAILS) SHALL MEET THE FOLLOWING:SEE DETAILS 14/A-6.0 & FF/SD-3a. Provide guards where the open side is more than 30 inches measured vertically to the floor or grade below at any point within 36 inces horizontally to the edge of the open side. R312.1.1b. Guard height shall be a minimum of 42 inches. R312.2c. Openings between intermediate balusters shall preclude the passage of a 4 inch diameter sphere. R312.3d. The triangular openings formed by the riser, tread and bottom rail shall preclude the passage of a 6 inch diameter sphere. R312.1.3 Exception 1.e. Openings between intermediate balusters on the open side of stairs shall preclude the passage of a 4-3/8 inches diameter sphere. 312.1.3 Exception 2INTERIOR STAIR HANDRAILS & GUARDRAILS TYP. NOTESCONSTRUCTION KEY NOTES:1. VANITY WITH SINK AND FAUCET2. GRANITE OR EQUIV. COUNTERTOP3. TOILET MIN 30" WIDTH CLEARANCE AND 24" CLEARANCE IN FRONT.4. UPPER AND LOWER CABINETS5. LOWER CABINETS6. TALL/BUILT-IN CABINETS7. DEEP ISLAND CABINETS WITH COUNTERTOP OVERHANG8. KITCHEN SINK WITH FAUCET & TRASH DISPOSAL9. GAS RANGE WITH CEILING HOOD ABOVE. LOCAL EXHAUST SYSTEM VENTED TO OUTDOORS SHALL HAVE A MINIMUM EXHAUST RATE OF 100 cfm. BEES 150 (o), Exc. 5 to 152(a) & ASHRAE std. 62.210. 24" DISHWASHER11. REFRIGERATOR/FREEZER12. TRASH PULLOUT13. UNDER COUNTER MICROWAVE DRAWER14. FARM SINK WITH FAUCET & TRASH DISPOSAL15. DOOR SHALL BE 1-3/8" SOLID CORE OR MIN 20 MINUTE FIRE RATED DOOR (FOR NON-SPRINKLERED DWELLINGS) AND SELF-CLOSING AND SELF-LATCHING IN SPRINKLERED & NON-SPRINKLERED DWELLINGS. R302.5.1 (V.I.F.)16. FIREPLACE BY "MAJESTIC" (MARQUIS II 42"), DIRECT VENT GAS ONLY W/GLASS DOORS, SEE GENERAL NOTE # 19a BELOW. SEE SHEET A-5.1 PRODUCT LISTING CODE ANSI Z21.88-2007 UL307B17. LOCATION OF TANKLESS WATER HEATER "WATER HEATERS SHALL BE MOUNTED A MINIMUM OF 48 INCHES FROM THE GARAGE FINISH FLOOR, IN THE FRONT FOUR FEET OF THE GARAGE." USE 3/4" GAS LINE. 0.95 EFFICIENCY. SEE DETAIL 19/A-6.018. CONCRETE LANDING MIN. 36" 19. LOCATION OF 400 AMP ELECTRICAL PANEL20. LOCATION OF GAS METER21. LOCATION OF WATER MAIN22. FLOATING INTERIOR STAIRS MIN. 11" TREAD AND 7-1/2" MAX RISE SMOTH PLASTER FINISH 23. SMOOTH PLASTER GUARDRAIL24. HANDRAIL 25. LOCATION OF FAU WITH VENTED DOOR26. GARAGE SEPERATION 5/8" TYPE X GYPSUM BOARD-PER TABLE R302.627. WASHER AND DRYER. DRYER VENT TO EXTERIOR28. LOCATION OF WALL MOUNT FIRE PLACE VENT.1232222244455446666678910111214131210151617181920212223232424252627ISSUE 01-06-23PA2022-0295
DNA-4.1A-4.1A-4.01A-4.0212PROPERTY LINE 75.00'PROPERTY LINE 75.00'PROPERTY LINE 40.00'PROPERTY LINE 40.00'LINENLINENFPT.V.M. BEDROOM 1HIS W.I.C.M. BATH 2DECK 1GUEST BEDROOM 3BATH 430' - 5 3/4"7' - 8 1/4"22' - 0 1/4"5' - 0"24' - 0"5' - 0"3' - 0"60' - 2"5' - 4"2' - 11"18' - 5 1/2"8' - 2"13' - 9 1/4"7' - 4"LINEN15' - 0"WILLIAM'S BEDROOM 2BATH 313' - 9 1/4"6' - 0 1/4"9' - 4"10' - 6 1/4"11' - 8 1/2"5' - 3 1/2"5' - 5"34' - 0"18' - 6"4' - 6"16' - 7"LINENHALL 2ELEV.LAUNDRY13' - 3 1/4"4' - 2"4' - 1"6' - 0 3/4"13' - 9 1/4"13' - 9 1/4"6' - 0 1/4"LINENSTACKEDW/DM. BATH 1STORAGE17' - 10 1/4"MIRROR1' - 0"6' - 0 1/2"DN2A-5.02A-5.0HER W.I.C.10' - 0"2' - 0 1/4"3' - 0"3' - 0"2' - 6"9 1/2"13' - 9 1/4"15' - 10"8' - 7"13' - 9 1/4"3' - 1"10' - 0"7' - 10 1/4"10' - 0"3' - 1"34' - 0"4A-5.04A-5.01A-5.01A-5.05A-5.15A-5.13A-5.03A-5.06A-5.26A-5.27A-5.27A-5.212AB3' - 0"10' - 9 1/2"10' - 8 1/4"2' - 0"2' - 0"F66438991010998752680 POCKET2680 POCKET2680 POCKET2680 POCKET2668 POCKET3080 POCKET36803090308026802680 POCKET3080 POCKET1.5"FRONTSETBACKREAR YARD SETBACKT.O.S. 24.79'SIDE YARDSETBACKSIDE YARDSETBACKUPBUILT-INCLOSETBUILT-INTVBUILT-INCLOSETBUILT-INCLOSETBUILT-INCLOSETBUILT-INTV6LEV. 2133' - 3"RAIL WALL2 x 6 NEW WALLS2 x 4 NEW WALLS42" MIN. A.F.F. SMOOTH STUCCO WALLWINDOW -REFERENCE SCHEDULEDOOR -REFERENCE SCHEDULECABINET -BUILT IN CASEWORKCOLUMN -REF. STRUCTURAL DWGS.FURNITURE -FOR PRESENTATION PURPOSES ONLYPLAN LEGEND2x6FIREPLACE -PREFAB GAS-ONLY APPLIANCEPLUMBING FIXTURE -SINK (AS SELECTED)PLUMBING FIXTURE -TOILET (AS SELECTED)LIGHTING FIXTURE -REFERENCE ELECTRICAL PLANS1011i?KEYNOTE TAG -REFERENCE KEYNOTE LEGEND THIS SHT.WINDOW TAG -REFERENCE SHEET A-0.2DOOR TAG -REFERENCE SHEET A-0.2SMOKE DETECTOR SEE SHEET A-2.0, A-2.1CARBON MONOXIDE SENSOR SEE SHEET A-2.0, A-2.1S.D.C.M.OHA CONSTRUCTION31234 W. NINE DRIVELAGUNA NIGUEL, CA 92677PH: 951-990-4834EMAIL: Oz.almendarez@gmail.comScaleProject numberDateDrawn byChecked byPLANS PREPARED BY:REV.DESCRIPTION/DATECLIENT:SHEET NAME:1/4" = 1'-0"1/7/2023 4:31:45 PMA-1.1SECOND FLOOR CONSTRUCTIONPLANProject Number6104 OCEAN FRONT W.NEWPORT BEACH, CA 92663SANDERSON RESIDENCEIssue DateAuthorChecker1/4" = 1'-0"1SECOND FLOOR CONSTRUCTION PLANNCONSTRUCTION KEY NOTES:1. VANITY WITH SINK AND FAUCET2. GRANITE OR EQUIV. COUNTERTOP3. WALL COVERING SHALL BE CEMENT PLASTER, TILE OR APPROVED EQUAL TO 72 INCHES ABOVE DRAIN AT SHOWERS OR TUB WITH SHOWERS. MATERIALS OTHER THAN STRUCTURAL ELEMENTS ARE TO BE MOISTURE RESISTANT. (CRC R307.2)4. TOILET MIN 30" WIDTH CLEARANCE AND 24" CLEARANCE IN FRONT.5. SHOWER/BATH VALVE & TRIM.6. RECESSED SHOWER PAN SLOPED TO LINEAR DRAIN7. FRAMELESS GLASS SHOWER DOOR8. WASHER AND DRYER. DRYER VENT TO EXTERIOR9. LAUNDRY SINK AND FAUCET10. UPPER AND LOWER CABINETS 11. TALL/ BUILT-IN CABINETS12. FIREPLACE BY "MAJESTIC" (MARQUIS II 42"), DIRECT VENT GAS ONLY W/GLASS DOORS, SEE GENERAL NOTE # 19a BELOW. SEE SHEET A-5.1 PRODUCT LISTING CODE ANSI Z21.88-2007 UL307B13. FLOATING INTERIOR STAIRS MIN. 11" TREAD AND 7-1/2" MAX RISE SMOTH PLASTER FINISH 14. TEMP. GLASS GUARDRAIL MIN. 42" A.F.F. WITH S.S. CAP C.R. LAURENCE GRS BASE SHOE L68S SERIES ICC ESR-3842 CONT. SHOE BASE15. SMOOTH PLASTER GUARDRAIL16. HANDRAIL17. LOCATION OF WALL MOUNT FIRE PLACE VENT. 18. BUILT-IN CLOSET CABINETS1111222222333333333334444555566677777891011111111111112131315141415151616171818181818151818ISSUE 01-06-23PA2022-0295
A-4.1A-4.1A-4.01A-4.0212PROPERTY LINE 75.00'PROPERTY LINE 75.00'PROPERTY LINE 40.00'PROPERTY LINE 40.00'OCEAN DECK3' - 0"BBQAC 1ELEV.PRE-FABRICATED SPA4' - 2"DNDN4' - 1"HEATPUMP 12A-5.02A-5.05' - 0"5' - 0"3' - 0"GYM3' - 8 1/2"6' - 9 3/4"LANAIOPEN REAR DECKAC 22' - 4"FLAT ROOF4A-5.04A-5.01A-5.01A-5.09' - 2"5A-5.15A-5.19' - 2 3/4"BATH 4COVERED OCEANPATIO3A-5.03A-5.06A-5.26A-5.27A-5.27A-5.2EQUIP. DECKLANDING 1FAU12AB2' - 0 1/4"2' - 6"3' - 0"3' - 0"3' - 0"5' - 6"9' - 5 1/2"10' - 4"10' - 2 3/4"8' - 6"2' - 9"8"5' - 6"14' - 7 1/2"10' - 4"20' - 4 3/4"21' - 9 1/4"2' - 0 1/4"11' - 10 1/4"9' - 2"6' - 2 3/4"4' - 2"3' - 9 1/2"20' - 0"REAR STEPBACK20' - 0"FRONT STEPBACKSIDE STEPBACKSIDE STEPBACK5' - 7 1/2"GHGI312SIDE YARD SETBACKSIDE YARD SETBACKREAR YARD SETBACK5' - 0"FRONT YARDSETBACK15' - 1 1/2"11306830681.5"1.5"1.5"T.O.S. 34.38'LEV. 35' - 3 1/4"16' - 11 1/4"9' - 9 1/2"9' - 9 1/2"9' - 10 3/4"6' - 0 1/4"5' - 5"14' - 11 3/4"3' - 9 1/4"24' - 2"32' - 0"1314' - 5 1/4"REAR COVERED DECK18' - 9"RAIL WALL2 x 6 NEW WALLS2 x 4 NEW WALLS42" MIN. A.F.F. SMOOTH STUCCO WALLWINDOW -REFERENCE SCHEDULEDOOR -REFERENCE SCHEDULECABINET -BUILT IN CASEWORKCOLUMN -REF. STRUCTURAL DWGS.FURNITURE -FOR PRESENTATION PURPOSES ONLYPLAN LEGEND2x6FIREPLACE -PREFAB GAS-ONLY APPLIANCEPLUMBING FIXTURE -SINK (AS SELECTED)PLUMBING FIXTURE -TOILET (AS SELECTED)LIGHTING FIXTURE -REFERENCE ELECTRICAL PLANS1011i?KEYNOTE TAG -REFERENCE KEYNOTE LEGEND THIS SHT.WINDOW TAG -REFERENCE SHEET A-0.2DOOR TAG -REFERENCE SHEET A-0.2SMOKE DETECTOR SEE SHEET A-2.0, A-2.1CARBON MONOXIDE SENSOR SEE SHEET A-2.0, A-2.1S.D.C.M.OHA CONSTRUCTION31234 W. NINE DRIVELAGUNA NIGUEL, CA 92677PH: 951-990-4834EMAIL: Oz.almendarez@gmail.comScaleProject numberDateDrawn byChecked byPLANS PREPARED BY:REV.DESCRIPTION/DATECLIENT:SHEET NAME:1/4" = 1'-0"1/7/2023 4:31:46 PMA-1.2THIRD FLOOR CONSTRUCTIONPLANProject Number6104 OCEAN FRONT W.NEWPORT BEACH, CA 92663SANDERSON RESIDENCEIssue DateAuthorChecker1/4" = 1'-0"1THIRD FLOOR CONSTRUCTION PLANNCONSTRUCTION KEY NOTES:1. VANITY WITH SINK AND FAUCET2. GRANITE OR EQUIV. COUNTERTOP3. WALL COVERING SHALL BE CEMENT PLASTER, TILE OR APPROVED EQUAL TO 72 INCHES ABOVE DRAIN AT SHOWERS OR TUB WITH SHOWERS. MATERIALS OTHER THAN STRUCTURAL ELEMENTS ARE TO BE MOISTURE RESISTANT. (CRC R307.2)4. TOILET MIN 30" WIDTH CLEARANCE AND 24" CLEARANCE IN FRONT.5. SHOWER/BATH VALVE & TRIM.6. RECESSED SHOWER PAN SLOPED TO LINEAR DRAIN7. FRAMELESS GLASS SHOWER DOOR8. LOWER CABINETS WITH SHELVES ABOVE9. FLOATING INTERIOR STAIRS MIN. 11" TREAD AND 7-1/2" MAX RISE SMOTH PLASTER FINISH 10. TEMP. GLASS GUARDRAIL MIN. 42" A.F.F. WITH S.S. CAP C.R. LAURENCE GRS BASE SHOE L68S SERIES ICC ESR-3842 CONT. SHOE BASE11. SMOOTH PLASTER GUARDRAIL12. HANDRAIL13. LOCATION OF FAU WITH VENTED DOOR. MAX CEILING HEIGHT 6'14. LOCATION OF AC CONDENSOR ON PADS EXTENDING 3" MIN. ABOVE GROUND (PER CMC) REPLACE UNIT PER TITLE 24 ENERGY CALCULATIONS. SOUND DB PLANS SEPERATE PERMIT15. 42" MIN. SMOOTH STUCCO WALL16. CLASS "A" FLAT ROOF17. NEW PLI-DECK WATERPROOFING SYSTEM. WITH TILE FINISH ICC# ESR-209718. LOWER BUILT-IN CABINETS WITH MAX COUNTERTOP HEIGHT 36" A.F.F.19. LOCATION OF BBQ12334567789101010101011111212131414141515151515161717171819ISSUE 01-06-23THIRD FLOOR CALCULATIONSMAX 15% BUILDABLE AREA (TO INCLUDE SETBACKS PER NBMC 20.48.180)BUILDABLE AREA: 2,200 sq.ft. x .15= 330 sq.ft. MAX THIRD FLOOR BUILDABLE AREA302 sq.ft. < 330 sq.ft. MAX THIRD FLOOR BUILDABLE AREAMAX 50% ENCLOSED PLUS COVERED (TO INCLUDE SETBACKS PER NBMC 20.48.180)2,200 sq.ft. x .50= 1,100 sq.ft. MAX ENCLOSED PLUS COVEREDPROPOSED THIRD FLOOR ENCLOSED (LIVING SPACE) 302 sq.ft. + THIRD FLOOR COVERED PATIO 467 sq.ft. + MECHANICAL ROOM 27 sq.ft. + MISC. SHAFT 118 sq.ft. = 914 sq.ft.914 sq.ft. < 1,100 sq.ft. MAX ENCLOSED PLUS COVEREDPA2022-0295
A-4.1A-4.1A-4.01A-4.0212OCEAN DECKREAR DECK2A-5.02A-5.04A-5.04A-5.01A-5.01A-5.05A-5.15A-5.1RIDGE 42.92'RIDGE 42.92'RIDGE 42.92'RIDGE 42.92'RIDGE 42.92'RIDGE 42.92'RIDGE 43.33'3A-5.03A-5.06A-5.26A-5.27A-5.27A-5.23:123:123:123:123:123:123:12CRICKETCRICKET3:123:123:123:123:123:12PROPERTY LINE 75.00'PROPERTY LINE 75.00'PROPERTY LINE 40.00'PROPERTY LINE 40.00'12AB3' - 0"2' - 0 1/4"5' - 6"3' - 0"2' - 0"2' - 0"3' - 0"2' - 9"4' - 11"5' - 5"20' - 0"5' - 0"20' - 1 1/2"20' - 1 1/2"14VALLEYVALLEYVALLEYVALLEYVALLEYVALLEYVALLEYVALLEYOHA CONSTRUCTION31234 W. NINE DRIVELAGUNA NIGUEL, CA 92677PH: 951-990-4834EMAIL: Oz.almendarez@gmail.comScaleProject numberDateDrawn byChecked byPLANS PREPARED BY:REV.DESCRIPTION/DATECLIENT:SHEET NAME:1/4" = 1'-0"1/7/2023 4:41:53 PMA-3.0ROOF PLANProject Number6104 OCEAN FRONT W.NEWPORT BEACH, CA 92663SANDERSON RESIDENCEIssue DateAuthorChecker1/4" = 1'-0"1ROOF PLANTHIRD FLOOR CALCULATIONSMAX 15% BUILDABLE AREA (TO INCLUDE SETBACKS PER NBMC 20.48.180)BUILDABLE AREA: 2,200 sq.ft. x .15= 330 sq.ft. MAX THIRD FLOOR BUILDABLE AREA302 sq.ft. < 330 sq.ft. MAX THIRD FLOOR BUILDABLE AREAMAX 50% ENCLOSED PLUS COVERED (TO INCLUDE SETBACKS PER NBMC 20.48.180)2,200 sq.ft. x .50= 1,100 sq.ft. MAX ENCLOSED PLUS COVEREDPROPOSED THIRD FLOOR ENCLOSED (LIVING SPACE) 302 sq.ft. + THIRD FLOOR COVERED PATIO 467 sq.ft. + MECHANICAL ROOM 27 sq.ft. + MISC. SHAFT 118 sq.ft. = 914 sq.ft.914 sq.ft. < 1,100 sq.ft. MAX ENCLOSED PLUS COVEREDSOLAR3,675 sq.ft. * (.594)/ 1000 + (1 * 1.23)= 3.41 kw climate zone 6 = 3,410 Watts3,410 Watts/ 370 Watt panel= 9.21=10 "Panasonic 370 W" panels approx size 60"x40"ROOF KEY NOTES:1. STANDING SEAM ALUMINUM COLOR ROOF CLASS "A" UL 263 5:12 PITCH ICC # ESR-3486 COLOR BLACK. SEE DETAILS 10 & 11 SHEET A-6.0 B. "INSTALLATION OF ROOFING SHALL BE IN ACCORDANCE WITH MANUFACTUER'S SPECIFICATIONS." BERRIDGE MANUFACTURING COMPANY Gaf Vera Shield Thermal and moisture protection underlayment. ICC # ESR-20532. RAIN GUTTERS ALUMINUM BLACK COLOR TO 3. LOCATION OF RAINGUTTER DOWNSPOUT4. VELUX SKYLIGHT FIXED CURBMOUNT SEE SCHEDULE ON SHEET A-0.2 ICC-ES ESR-25905. CLASS "A" FLAT ROOF/CRICKET TAN COLOR ICC ESR-1274 2% MIN. SLOPE.6. SOLAR PANEL PER CALCULATION7. TEMP. GLASS GUARDRAIL MIN. 42" A.F.F. WITH S.S. CAP C.R. LAURENCE GRS BASE SHOE L68S SERIES ICC ESR-3842 CONT. SHOE BASE8. LOCATION OF AC CONDENSOR ON PADS EXTENDING 3" MIN. ABOVE GROUND (PER CMC) REPLACE UNIT PER TITLE 24 ENERGY CALCULATIONS. SOUND DB PLANS SEPERATE PERMIT9. 42" MIN. SMOOTH STUCCO WALL10. NEW PLI-DECK WATERPROOFING SYSTEM. WITH TILE FINISH ICC# ESR-2097111111111112222222233333333334556677777777DECK 18899991010101010111ISSUE 01-06-23BBQ OPENTO ABOVE3PA2022-0295
FIRST FLOOR (T.O.S.)14.37'SECOND FLOOR (T.O.S.)24.79'MAX RIDGE HEIGHT42.92'THIRD FLOOR (T.O.S.)34.38'MAX FLAT37.92'T.P.233.30'T.P.123.71'ROOF PLATE (TYP.)41.12'GRADE PLANE13.93'29' - 0"24' - 0"6A-5.27A-5.2P.L.P.L.AB1010GID30' - 5"1' - 5"44.33' TOP OF ELEVATOR ROOF3' - 6"T.G.W. 37.73'T.W. 37.88'FIRST FLOOR (T.O.S.)14.37'SECOND FLOOR (T.O.S.)24.79'MAX RIDGE HEIGHT42.92'THIRD FLOOR (T.O.S.)34.38'MAX FLAT37.92'T.P.233.30'T.P.123.71'ROOF PLATE (TYP.)41.12'GRADE PLANE13.93'29' - 0"24' - 0"6A-5.27A-5.2P.L.P.L.ABBFG113' - 6"3' - 6"30' - 5"1' - 5"44.33' TOP OF ELEVATOR ROOFT.G.W. 37.73'T.W. 37.88'OHA CONSTRUCTION31234 W. NINE DRIVELAGUNA NIGUEL, CA 92677PH: 951-990-4834EMAIL: Oz.almendarez@gmail.comScaleProject numberDateDrawn byChecked byPLANS PREPARED BY:REV.DESCRIPTION/DATECLIENT:SHEET NAME:1/4" = 1'-0"1/7/2023 4:31:48 PMA-4.0EXTERIOR ELEVATIONSProject Number6104 OCEAN FRONT W.NEWPORT BEACH, CA 92663SANDERSON RESIDENCEIssue DateAuthorChecker1/4" = 1'-0"1REAR EXTERIOR ELEVATION1/4" = 1'-0"2FRONT EXTERIOR ELEVATION1. SMOOTH COAT STUCCO EXTERIOR FINISH COLOR LIGHT TAN2. CLASS "A" STANDING SEAM METAL ROOF. COLOR BLACK3. WINDOW PER SCHEDULE SHEET A-0.24. DOOR PER SCHEDULE SHEET A-0.25. GARAGE DOOR PER SCHEDULE SHEET A-0.26. ALUMINUM CLAD FASCIA COLOR BLACK7. 2X8 FASCIA BOARD WITH ALUMINUM RAIN GUTTER COLOR BLACK8. TEMP. GLASS GUARDRAIL MIN. 42" A.F.F. WITH S.S. CAP C.R. LAURENCE GRS BASE SHOE L68S SERIES ICC ESR-3842 CONT. SHOE BASE9. 42" MIN. SMOOTH STUCCO WALL10. CLASS "A" FLAT ROOF/ROOF CRICKET11. PLI-DECK WATERPROOFING SYSTEM. WITH TILE FINISH ICC# ESR-209712. LOWER BUILT-IN CABINETS WITH MAX COUNTERTOP HEIGHT 36" A.F.F.13. LOCATION OF BBQELEVATION KEY NOTES:11111111111111122222233344445666666777778889101011111213ISSUE 01-06-23PA2022-0295
FIRST FLOOR (T.O.S.)14.37'SECOND FLOOR (T.O.S.)24.79'MAX RIDGE HEIGHT42.92'THIRD FLOOR (T.O.S.)34.38'MAX FLAT37.92'T.P.233.30'T.P.123.71'ROOF PLATE (TYP.)41.12'2A-5.04A-5.01A-5.05A-5.1GRADE PLANE13.93'3A-5.012998431A1412566ET.G.W. 37.73'T.W. 37.88'44.33' TOP OF ELEVATOR ROOF131329' - 0"24' - 0"FIRST FLOOR (T.O.S.)14.37'SECOND FLOOR (T.O.S.)24.79'MAX RIDGE HEIGHT42.92'THIRD FLOOR (T.O.S.)34.38'MAX FLAT37.92'T.P.233.30'T.P.123.71'ROOF PLATE (TYP.)41.12'2A-5.04A-5.01A-5.05A-5.1GRADE PLANE13.93'3A-5.012722899C2a6T.G.W. 37.73'T.W. 37.88'T.G.W. 37.73'44.33' TOP OF ELEVATOR ROOFOHA CONSTRUCTION31234 W. NINE DRIVELAGUNA NIGUEL, CA 92677PH: 951-990-4834EMAIL: Oz.almendarez@gmail.comScaleProject numberDateDrawn byChecked byPLANS PREPARED BY:REV.DESCRIPTION/DATECLIENT:SHEET NAME:1/4" = 1'-0"1/7/2023 4:31:49 PMA-4.1EXTERIOR ELEVATIONSProject Number6104 OCEAN FRONT W.NEWPORT BEACH, CA 92663SANDERSON RESIDENCEIssue DateAuthorChecker1/4" = 1'-0"1SIDE 1 EXTERIOR ELEVATION1/4" = 1'-0"2SIDE 2 EXTERIOR ELEVATION1. SMOOTH COAT STUCCO EXTERIOR FINISH COLOR LIGHT TAN2. CLASS "A" STANDING SEAM METAL ROOF. COLOR BLACK3. WINDOW PER SCHEDULE SHEET A-0.24. DOOR PER SCHEDULE SHEET A-0.25. SKYLIGHT PER SCHEDULE SHEET A-0.26. ALUMINUM CLAD FASCIA COLOR BLACK7. 2X8 FASCIA BOARD WITH ALUMINUM RAIN GUTTER COLOR BLACK8. TEMP. GLASS GUARDRAIL MIN. 42" A.F.F. WITH S.S. CAP C.R. LAURENCE GRS BASE SHOE L68S SERIES ICC ESR-3842 CONT. SHOE BASE9. 42" MIN. SMOOTH STUCCO WALL10. FIREPLACE FLUE VENT11. PLI-DECK WATERPROOFING SYSTEM. WITH TILE FINISH ICC# ESR-209712. LOWER BUILT-IN CABINETS WITH MAX COUNTERTOP HEIGHT 36" A.F.F.13. LOCATION OF BBQ14. SOLAR PANEL PER SHEET A-3.0ELEVATION KEY NOTES:111111122111112233333333333333333344456666666666777788888991010111111121313141414ISSUE 01-06-23PA2022-0295
FIRST FLOOR (T.O.S.)14.37'SECOND FLOOR (T.O.S.)24.79'MAX RIDGE HEIGHT42.92'THIRD FLOOR (T.O.S.)34.38'MAX FLAT37.92'T.P.233.30'T.P.123.71'ROOF PLATE (TYP.)41.12'HALL 2HALL 1HIS W.I.C.PWDR. 1KITCHENHER W.I.C.9' - 4"8' - 6"1' - 1"1' - 1"GRADE PLANE13.93'GYMLANAI6' - 8"7' - 9"6' - 8"6' - 8"3' - 6"FIRST FLOOR (T.O.S.)14.37'SECOND FLOOR (T.O.S.)24.79'MAX RIDGE HEIGHT42.92'THIRD FLOOR (T.O.S.)34.38'MAX FLAT37.92'T.P.233.30'T.P.123.71'ROOF PLATE (TYP.)41.12'GRADE PLANE13.93'CARPORT2-CAR GARAGEWILLIAM'S BEDROOM 2GUEST BEDROOM 3EQUIP. DECKT.G.W. 37.73'T.W. 37.88'STORAGEFIRST FLOOR (T.O.S.)14.37'SECOND FLOOR (T.O.S.)24.79'MAX RIDGE HEIGHT42.92'THIRD FLOOR (T.O.S.)34.38'MAX FLAT37.92'T.P.233.30'T.P.123.71'ROOF PLATE (TYP.)41.12'GRADE PLANE13.93'1' - 0"10' - 5"9' - 7"9' - 0 1/2"DINING RM.KITCHENHIS W.I.C.M. BEDROOM 1LAUNDRYGYMLANAIHER W.I.C.ELEVATORSHAFTLEV. 1LEV. 2LEV. 3FIRST FLOOR (T.O.S.)14.37'SECOND FLOOR (T.O.S.)24.79'MAX RIDGE HEIGHT42.92'THIRD FLOOR (T.O.S.)34.38'MAX FLAT37.92'T.P.233.30'T.P.123.71'ROOF PLATE (TYP.)41.12'GRADE PLANE13.93'M. BATH 1OCEAN DECKCOVERED OCEANPATIOM. BEDROOM 1M. BATH 2DINING RM.KITCHENT.G.W. 37.73'T.W. 37.88'OHA CONSTRUCTION31234 W. NINE DRIVELAGUNA NIGUEL, CA 92677PH: 951-990-4834EMAIL: Oz.almendarez@gmail.comScaleProject numberDateDrawn byChecked byPLANS PREPARED BY:REV.DESCRIPTION/DATECLIENT:SHEET NAME:1/4" = 1'-0"1/7/2023 4:31:50 PMA-5.0BUILDING SECTIONSProject Number6104 OCEAN FRONT W.NEWPORT BEACH, CA 92663SANDERSON RESIDENCEIssue DateAuthorChecker1/4" = 1'-0"2BUILDING SECTION 21/4" = 1'-0"1BUILDING SECTION 11/4" = 1'-0"3BUILDING SECTION 31/4" = 1'-0"4BUILDING SECTION 4312312312ISSUE 01-06-23PA2022-0295
FIRST FLOOR (T.O.S.)14.37'SECOND FLOOR (T.O.S.)24.79'MAX RIDGE HEIGHT42.92'THIRD FLOOR (T.O.S.)34.38'MAX FLAT37.92'T.P.233.30'T.P.123.71'ROOF PLATE (TYP.)41.12'GRADE PLANE13.93'LIVING RM.LOUNGEDECK 1OCEAN DECKT.G.W. 37.73'T.G.W. 37.73'OHA CONSTRUCTION31234 W. NINE DRIVELAGUNA NIGUEL, CA 92677PH: 951-990-4834EMAIL: Oz.almendarez@gmail.comScaleProject numberDateDrawn byChecked byPLANS PREPARED BY:REV.DESCRIPTION/DATECLIENT:SHEET NAME:1/4" = 1'-0"1/7/2023 4:31:51 PMA-5.1BUILDING SECTIONSProject Number6104 OCEAN FRONT W.NEWPORT BEACH, CA 92663SANDERSON RESIDENCEIssue DateAuthorChecker1/4" = 1'-0"5BUILDING SECTION 5ISSUE 01-06-23PA2022-0295
FIRST FLOOR (T.O.S.)14.37'SECOND FLOOR (T.O.S.)24.79'MAX RIDGE HEIGHT42.92'THIRD FLOOR (T.O.S.)34.38'MAX FLAT37.92'T.P.233.30'T.P.123.71'ROOF PLATE (TYP.)41.12'GRADE PLANE13.93'12(E) OCEAN PATIOLOUNGEDECK 1M. BEDROOM 1M. BATH 2OCEAN DECKLANAIREAR COVERED DECKHER W.I.C.HER W.I.C.BATH 4GUEST BEDROOM 3KITCHENKITCHEN2-CAR GARAGEALLEYCOVERED OCEANPATIOOPEN REAR DECKFIRST FLOOR (T.O.S.)14.37'SECOND FLOOR (T.O.S.)24.79'MAX RIDGE HEIGHT42.92'THIRD FLOOR (T.O.S.)34.38'MAX FLAT37.92'T.P.233.30'T.P.123.71'ROOF PLATE (TYP.)41.12'GRADE PLANE13.93'12(E) OCEAN PATIOLIVING RM.DINING RM.ELEV.CARPORTALLEYWILLIAM'S BEDROOM 2BATH 3LAUNDRYM. BATH 1M. BEDROOM 1DECK 1OCEAN DECKBATH 4EQUIP. DECK8' - 9"9' - 7"10' - 5"LANDING 1LANDING 2T.G.W. 37.73'T.W. 37.88'COVEREDENTRY1' - 0"RAIL WALLOHA CONSTRUCTION31234 W. NINE DRIVELAGUNA NIGUEL, CA 92677PH: 951-990-4834EMAIL: Oz.almendarez@gmail.comScaleProject numberDateDrawn byChecked byPLANS PREPARED BY:REV.DESCRIPTION/DATECLIENT:SHEET NAME:1/4" = 1'-0"1/7/2023 4:31:52 PMA-5.2BUILDING SECTIONSProject Number6104 OCEAN FRONT W.NEWPORT BEACH, CA 92663SANDERSON RESIDENCEIssue DateAuthorChecker1/4" = 1'-0"6BUILDING SECTION 71/4" = 1'-0"7BUILDING SECTION 8312ISSUE 01-06-23PA2022-0295
POR. LOT 4ALLEY SEASHORE COLONY TRACTLOT 2BLOCK AM.M. 7/25LOT 3POR. LOT 4N55°35'03"W 40.00'
N55°35'03"W 40.00'N34°55'30"E 75.00'N34°55'30"E 75.00'℄
W OCEANFRONT
PARCEL 3PARCEL 2PARCEL 1PARCEL 4BASIS OF BEARINGS THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OFSEASHORE DRIVE HAVING A BEARING OF N55°04'30"W PER PARCEL MAP NO.92-256, P.M.B. 283/3-4.VICINITY MAPBENCHMARK INFORMATION6104 W OCEANFRONT
NEWPORT BEACH, CA 92663
(APN: 045-102-08)
TOPOGRAPHIC MAP
1 1TITLE REPORT/EASEMENT NOTES6104 W OCEANFRONTNEWPORT BEACH, CA 92663(APN: 045-102-08)NO TITLE REPORT PROVIDEDLEGAL DESCRIPTIONREAL PROPERTY SITUATED IN THE CITY OF NEWPORT BEACH,COUNTY OF ORANGE, STATE OF CALIFORNIA AND ISDESCRIBED AS FOLLOWS:PARCEL 1:LOT 4, BLOCK A, OF SEASHORE COLONY TRACT, IN THE CITYOF NEWPORT BEACH, COUNTY OF ORANGE, STATE OFCALIFORNIA AS PER MAP RECORDED IN BOOK 7, PAGES 25, OFMISCELLANEOUS MAPS IN THE OFFICE OF THE COUNTYRECORDER OF SAID COUNTY.EXCEPTING THEREFROM THE NORTHWESTERLY 20 FEETTHEREOF.ALSO EXCEPTING THEREFROM THE NORTHEASTERLY 15 FEETTHEREOF.PARCEL 2:THE NORTHEASTERLY 15 FEET OF OCEAN AVENUE ADJOININGSAID SOUTHEASTERLY 10 FEET OF LOT 4 ON THE SOUTHWESTABANDONED NOVEMBER 24, 1947 BY RESOLUTION OF THECITY COUNSEL OF THE CITY OF NEWPORT BEACH, ACERTIFIED COPY OF WHICH RESOLUTION WAS RECORDEDNOVEMBER 29, 1947, IN BOOK 1595, PAGE 302, OF OFFICIALRECORDS OF ORANGE COUNTY.PARCEL 3:LOT 3, BLOCK A, OF SEASHORE COLONY TRACT, IN THE CITYOF NEWPORT BEACH, COUNTY OF ORANGE, STATE OFCALIFORNIA AS PER MAP RECORDED IN BOOK 7, PAGES 25, OFMISCELLANEOUS MAPS IN THE OFFICE OF THE COUNTYRECORDER OF SAID COUNTY.EXCEPTING THEREFROM THE NORTHEASTERLY 15 FEET.PARCEL 4:THAT PORTION OF THE NORTHEASTERLY 15 FEET OF OCEANFRONT STREET AS SHOWN ON ON SAID MAP ADJOINING LOT 3ON THE SOUTHWEST, ABANDONED NOVEMBER 24, 1947 BYRESOLUTION OF THE CITY COUNSEL OF THE CITY OFNEWPORT BEACH, A CERTIFIED COPY OF WHICH RESOLUTIONWAS RECORDED NOVEMBER 29, 1947, IN BOOK 1595, PAGE 302,OF OFFICIAL RECORDS OF ORANGE COUNTY.LCEXISTING ELEVATIONLEGEND( )SEARCHED, FOUND NOTHING; SETNOTHINGFSFLFINISHED SURFACEFLOWLINEFFGFINISHED FLOOR GARAGECONCRETE SURFACET.B.M.TEMPORARY BENCHMARKSET ON A WATER METER (WM)ELEVATION = 13.27 FEETHUNTINGTON BEACH, CALIFORNIA 92646PHONE:(714)488-5006 FAX:(714)333-4440
APEXLSINC@GMAIL.COMPAUL D. CRAFT, P.L.S. 8516 DATENOTE: 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 12/31/22STATEOFCALI
FOR
N
IA
PAUL
DOMINICKCRAFTExp. 12/31/22No. 8516PROFESSI
ONALLANDSURVEYORFFFINISHED FLOORWATER METERWMCENTERLINEGRAPHIC SCALEBLOCK WALLNGNATURAL GROUNDBENCHMARK NO: 1J-58-80DESCRIBED BY OCS 2002 - FOUND 3 3\4" OCSALUMINUM BENCHMARK DISK STAMPED "1J-58-80",SET IN THE NORTHWEST CORNER OF A 5 FT. BY 6FT. CONCRETE CATCH BASIN. MONUMENT ISLOCATED IN THE NORTHWEST CORNER OF THEINTERSECTION OF PACIFIC COAST HIGHWAY ANDORANGE STREET, 192 FT. NORTHWESTERLY OF THECENTERLINE OF ORANGE STREET AND 58 FT.SOUTHWESTERLY OF THE CENTERLINE OF PCH.MONUMENT IS SET LEVEL WITH THE SIDEWALK.ELEVATION: 9.274 FEET (NAVD88), YEAR LEVELED 2005EVTELECTRICAL VAULTTDTOP OF DECKTSTOP OF STEPTWTOP OF WALL11/7/2022PA2022-0295
PRECISE GRADING PLAN
FOR SANDERSON RESIDENCE
6104 W OCEANFRONT
NEWPORT BEACH, CA 92663JOB NO.DATESHEET NO.REVISIONS22060NO. REVISION DATESHEET NO. OF 412/5/202228052 CAMINO CAPISTRANO, STE 213
LAGUNA NIGUEL, CA 92677
949.464.8115 info@civilscapes.com
G:\Projects\22060 6104 W Oceanfront, NB\DWG\22060.GRADING.dwg1C1 TITLE SHEET 1.ALL WORK SHALL CONFORM TO CHAPTER 15 OF THE NEWPORT BEACH MUNICIPAL CODE(NBMC), THE PROJECT SOILS REPORT AND SPECIAL REQUIREMENTS OF THE PERMIT.2. DUST SHALL BE CONTROLLED BY WATERING AND/OF JUST PALLIATIVE.3. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE DURING CONSTRUCTION PERIOD.4. WORK HOURS ARE LIMITED FROM 7:00 AM TO 6:30 PM MONDAY THROUGH FRIDAY; 8:00AM TO 6:00 PM SATURDAYS; AND NO WORK ON SUNDAYS AND HOLIDAYS PER SECTION10-28 OF THE NBMC.5. NOISE, EXCAVATION, DELIVERY AND REMOVAL SHALL BE CONTROLLED PER SECTION 10-28OF THE NBMC.6. THE STAMPED SET OF THE APPROVED PLANS SHALL BE ON THE JOB SITE AT ALL TIMES.7. PERMITTEE AND CONTRACTOR ARE RESPONSIBLE FOR LOCATING AND PROTECTINGUTILITIES.8. APPROVED SHORING, DRAINAGE PROVISION AND PROTECTIVE MEASURES MUST BE USEDTO PROTECT ADJOINING PROPERTIES DURING THE GRADING OPERATION.9. CESSPOOLS AND SEPTIC TANKS SHALL BE ABANDONED IN COMPLIANCE WITH THEUNIFORM PLUMBING CODE AND APPROVED BY THE BUILDING OFFICIAL.10. HAUL ROUTES FOR IMPORT OR EXPORT OF MATERIALS SHALL BE APPROVED BY THE CITYTRAFFIC ENGINEER AND PROCEDURES SHALL CONFORM WITH CHAPTER 15 OF THE NBMC.11. POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM ALL BUILDINGS AND SLOPEAREAS.12. FAILURE TO REQUEST INSPECTIONS AND/OR HAVE REMOVABLE EROSION CONTROLDEVICES ON-SITE AT THE APPROPRIATE TIMES SHALL RESULT IN A "STOP WORK" ORDER.13. ALL PLASTIC DRAINAGE PIPES SHALL CONSIST OF PVC (SDR 35) WITH GLUED JOINTS.14. NO PAINT, PLASTER, CEMENT, SOIL, MORTAR OR OTHER RESIDUE, SHALL BE ALLOWED TOENTER STREETS CURBS, GUTTERS OR STORM DRAINS. ALL MATERIALS AND WASTES SHALLBE REMOVED FROM THE SITE.GENERAL NOTESCITY OF NEWPORT BEACH, CALIFORNIACOUNTY OF ORANGEC1 TITLE SHEETC2 GRADING PLANC3 EROSION CONTROL PLANC4 GEOTECHNICAL NOTESSHEET INDEX6104 W OCEANFRONTNEWPORT BEACH, CA 92663APN: 045-102-08PRECISE GRADING PLANWILL ROLPHCIVILSCAPES ENGINEERING, INC.28052 CAMINO CAPISTRANO, STE 213LAGUNA NIGUEL, CA949.464.8115WILL@CIVILSCAPES.COMCIVIL ENGINEER1. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLYACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BEREQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONSDURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALLPERSONS AND PROPERTY; THAT IS REQUIREMENT SHALL BE MADE TO APPLYCONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.2. NO UTILITY SEARCH WAS CONDUCTED. A UTILITY SEARCH BY THE CONTRACTOR SHALLBE CONDUCTED AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO TAKE DUEPRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES FOUND ON THESITE AND TO NOTIFY THE OWNERS OF THE UTILITIES IMMEDIATELY UPON THEIRDISCOVERY.3. EARTHWORK AND OTHER CONSTRUCTION ITEM QUANTITIES SHOWN ON THESE PLANSARE ESTIMATES FOR PERMITTING PURPOSES ONLY AND SHALL NOT USED FORCONSTRUCTION COST ESTIMATES OR FOR BIDDING PURPOSES. THE CONTRACTOR SHALLDEVELOP OWN QUANTITIES FOR BIDDING PURPOSES.4. A SOILS INVESTIGATION MUST BE MADE BY A QUALIFIED SOILS ENGINEER AND/ORGEOLOGIST. SOIL AND EARTH ACCEPTABILITY ARE NOT UNDER PURVIEW OR THERESPONSIBILITY OF THE DESIGN ENGINEER FOR THIS PLAN. CIVILSCAPES ENGINEERINGDOES NOT TEST OR OBSERVE SOIL CONDITIONS PRIOR TO, DURING OR AFTERCONSTRUCTION AND HAS NO RESPONSIBILITY FOR SOILS (EARTH) STRUCTURES.5. ALL RETAINING WALL DESIGNS ARE TO BE BUILT PER STRUCTURAL ENGINEER'S PLAN ANDPER SEPARATE PLAN AND PERMIT.6. REFER TO SOILS REPORT FOR GRADING RECOMMENDATIONS.7. CONTRACTOR SHALL VERIFY EXISTING ELEVATION, PROTECT ALL EXISTING UTILITIES, ANDDOWNSTREAM DRAIN.8. TOPOGRAPHIC SURVEY SHOWN HEREON FOR REFERENCE PURPOSES ONLY.9. TOPOGRAPHIC SURVEY PREPARED BY: APEX LAND SURVEYING, INC., 8512 OXLEY CIRCLE,HUNTINGTON BEACH, CA. PHONE: 714-488-5006.10. VERIFY EXISTING TOPOGRAPHIC ELEVATIONS AND NOTIFY CIVILSCAPES ENGINEERING OFANY CONFLICTS PRIOR TO CONSTRUCTION.11. NO UTILITY SEARCH WAS CONDUCTED. CONTRACTOR SHALL PROTECT UTILITIES ORSTRUCTURES FOUND ON THE SITE AND NOTIFY CIVILSCAPES ENGINEERING OF ANYCONFLICTS.12. EXTERIOR FOUNDATIONS WALLS SHALL COMPLY WITH THE DETAILS AS SHOWN BELOW:13. PAD ELEVATION IS ASSUMED TO BE BASED ON ARCHITECTURAL FLOOR PLAN WITH ATLEAST 5" THICK CONCRETE AND 4" THICK BASE WITH VAPOR BARRIER PER SOILS REPORT.CONTRACTOR TO VERIFY WITH LATEST APPROVED SOILS REPORT AND STRUCTURALENGINEER FOR EXACT SLAB RECOMMENDATIONS.14. A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION IS REQUIREDBEFORE THE BUILDING DEPARTMENT PERMIT FINAL CAN BE ISSUED. AT THE TIME OFPUBLIC WORKS DEPARTMENT INSPECTION, IF AN OF THE EXISTING PUBLICIMPROVEMENTS SURROUNDING THE SITE IS DAMAGED, NEW CONCRETE SIDEWALK, CURBAND GUTTER, AND ALLEY/STREET PAVEMENT WILL BE REQUIRED AND 100% PAID BY THEOWNER. SAID DETERMINATION AND THE EXTENT OF THE REPAIR WORK SHALL BE MADEAT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR.15. AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK ACTIVITIES WITHINTHE PUBLIC RIGHT OF WAY. AN ENCROACHMENT AGREEMENT IS REQUIRED FOR ALLNON-STANDARD IMPROVEMENTS WITHIN THE PUBLIC RIGHT-OF-WAY.16. ALL WORK RELATED TO WATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BYA C-34 LICENSED PIPELINE CONTRACTOR OR AN A LICENSED GENERAL ENGINEERINGCONTRACTOR.17. ALL WORK RELATED TO WASTEWATER IN THE PUBLIC RIGHT-OF-WAY SHALL BEPERFORMED BY A C-42 LICENSED SANITATION SEWER CONTRACTOR OR AN A LICENSEDGENERAL ENGINEERING CONTRACTOR.18. EXISTING STREET TREE(S) SHALL BE PROTECTED IN PLACE.19. REMOVE EXISTING NON-GRASS PARKWAY ELEMENTS BETWEEN SIDEWALK AND CURB.REPLACE WITH SOD TO MATCH EXISTING AS REQUIRED.20. REFER TO SOILS REPORT FOR GRADING RECOMMENDATIONS AND OVER-EXCAVATIONREMOVALS AND COMPACTION REQUIREMENTS.21. PIPE MATERIAL MAY BE SUBSTITUTED IF APPROVED BY ENGINEER.22. INCLUDE ALL REQUIRED JOINTS AND FITTINGS. PER MANUFACTURER'S INSTALLATIONINSTRUCTIONS.23. UTILITIES SHALL BE CONSTRUCTED AND INSTALLED PER CALIFORNIA PLUMBING CODEAND CITY PLUMBING CODE. SERVICE LINES AND METER SIZES SHALL BE CONFIRMED BYPLUMBING ENGINEER OR CONTRACTOR PRIOR TO CONSTRUCTION.24. CONSTRUCT TRENCH, BEDDING, AND BACKFILL PER MANUFACTURER'S INSTALLATIONINSTRUCTIONS, ASTM D 2321, AND SOILS REPORT. 25. ALL FIXTURES, EQUIPMENT, PIPING AND MATERIALS SHALL BE LISTED.26. CONTRACTOR SHALL VERIFY ELEVATION PRIOR TO CONSTRUCTION AND NOTIFYENGINEER OF ANY DISCREPANCIES.27. ALL PRIVATE IRRIGATION SPRINKLER HEADS SHALL BE INSTALLED AND POSITIONED IN AMANNER THAT WILL NOT CAUSE IRRIGATION OVERSPRAY ONTO THE PUBLICRIGHT-OF-WAY.NOTES TO OWNER, CONTRACTOR, & ARCHITECTCHASE SANDERSON6104 W OCEANFRONTNEWPORT BEACH, CA 92663OWNEREARTHWORK QUANTITIES1. GRADED SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL.2. FILL SLOPES SHALL BE COMPACTED TO NO LESS THAN 90 PERCENT RELATIVECOMPACTION OUT TO THE FINISHED SURFACE.3. ALL FILLS SHALL BE COMPACTED THROUGHOUT TO THE MINIMUM OF 90 PERCENTRELATIVE COMPACTION AS DETERMINED BY ASTM TEST METHOD 1557, AND APPROVEDBY THE SOILS ENGINEER. COMPACTION TEST SHALL BE PERFORMED APPROXIMATELYEVERY TWO FEET IN VERTICAL HEIGHT AND OF SUFFICIENT QUANTITY TO ATTEST TO THEOVERALL COMPACTION EFFORT APPLIED TO THE FILL AREAS.4. AREAS TO RECEIVE FILL SHALL BE CLEARED OF ALL VEGETATION AND DEBRIS, SCARIFIEDAND APPROVED BY THE SOILS ENGINEER PRIOR TO PLACING OF THE FILL.5. FILLS SHALL BE KEYED OR BENCHED INTO COMPETENT MATERIAL.6. ALL EXISTING FILLS SHALL BE APPROVED BY THE SOILS ENGINEER OR REMOVED BEFOREANY ADDITIONAL FILLS ARE ADDED.7. ANY EXISTING IRRIGATION LINES AND CISTERNS SHALL BE REMOVED OR CRUSHED INPLACE AND BACKFILLED AND APPROVED BY THE SOILS ENGINEER.8. THE EXACT LOCATION OF THE SUBDRAINS SHALL BE SURVEYED IN THE FIELD FOR LINEAND GRADE.9. ALL TRENCH BACKFILLS SHALL BE COMPACTED THROUGHOUT THE MINIMUM OF 90PERCENT RELATIVE COMPACTION, AND APPROVED BY THE SOILS ENGINEER. THEBUILDING DEPARTMENT MAY REQUIRE CORING OF CONCRETE FLATWORK PLACED OVERUNTESTED BACKFILLS TO FACILITATE TESTING.10. THE STOCKPILING OF EXCESS MATERIAL SHALL BE APPROVED BY THE BUILDINGDEPARTMENT.11. ALL CUT SLOPES SHALL BE INVESTIGATED BOTH DURING AND AFTER GRADING BY ANENGINEERING GEOLOGIST TO DETERMINE IF ANY STABILITY PROBLEM EXISTS. SHOULDEXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS OR POTENTIAL GEOLOGICALHAZARDS, THE ENGINEERING GEOLOGISTS SHALL RECOMMEND AND SUBMIT NECESSARYTREATMENT TO THE BUILDING DEPARTMENT FOR APPROVAL.12. WHERE SUPPORT OR BUTTRESSING OF CUT AND NATURAL SLOPE IS DETERMINED TO BENECESSARY BY THE ENGINEERING GEOLOGIST AND SOILS ENGINEER, THE SOILSENGINEER WILL OBTAIN APPROVAL OF DESIGN, LOCATIONS AND CALCULATIONS FROMTHE BUILDING DEPARTMENT PRIOR TO CONSTRUCTION.13. THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL INSPECT AND TEST THECONSTRUCTION OF ALL BUTTRESS FILLS AND ATTEST TO THE STABILITY OF THE SLOPEAND ADJACENT STRUCTURES UPON COMPLETION.14. THE ENGINEERING GEOLOGIST SHALL PERFORM PERIODIC INSPECTIONS DURINGGRADING.15. NOTIFICATION OF NONCOMPLIANCE: IF IN THE COURSE OF FULFILLING THEIRRESPONSIBILITY, THE CIVIL ENGINEER, THE SOILS ENGINEER, THE ENGINEERINGGEOLOGIST OR THE TESTING AGENCY FINDS THAT THE WORK IS NOT BEING DONE INCONFORMANCE WITH THE APPROVED GRADING PLANS, THE DISCREPANCIES SHALL BEREPORTED IMMEDIATELY IN WRITING TO THE PERSON IN CHARGE OF THE GRADINGWORK AND TO THE BUILDING INSPECTOR. RECOMMENDATIONS FOR CORRECTIVEMEASURES, IF NECESSARY, SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT FORAPPROVAL.GRADING NOTES1. ALL LOOSE SOIL AND DEBRIS SHALL BE REMOVED FROM PAVED SURFACES. AREAS UPONSTARTING OPERATIONS, AND PERIODICALLY THEREAFTER.2. SEDIMENT CONTROL MEASURES (I.E. GRAVEL BAGS OR EQUIVALENT) SHALL BEIMPLEMENTED AT THE PERIMETER OF ALL DISTURBED SOIL AREAS TO CONTROL RUN-ONAND RUN-OFF.3. GRAVEL BAGS AND NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILEDAT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARYDEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES, WHEN RAIN ISIMMINENT. A STAND-BY CREW SHALL BE MADE AVAILABLE AT ALL TIMES DURING THERAINY SEASON.4. MATERIALS AND WASTE WITH THE POTENTIAL TO POLLUTE URBAN RUN-OFF SHALL BEUSED IN ACCORDANCE WITH LABEL DIRECTIONS AND SHALL BE STORED IN A MANNERTHAT EITHER PREVENTS CONTACT WITH RAINFALL OR CONTAINS CONTAMINATEDRUN-OFF FOR TREATMENT AND DISPOSAL.EROSION CONTROL NOTESSITE ADDRESS: 6104 W OCEANFRONT, NEWPORT BEACHAPN 045-102-08GENERAL PLAN LAND USE: RT TWO UNIT RESIDENTIALZONING DISTRICT: R-2 TWO-UNIT RESIDENTIALCOSTAL ZONE: YESSITE DATA:ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT RELIEVEAPPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVE COVENANTS, CONDITIONS ANDRESTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TO OBTAINPLANS. YOU SHOULD CONTACT YOUR COMMUNITY ASSOCIATIONS PRIOR TOCOMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT.CC&R'S1. PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY ANENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKSDEPARTMENT.2. A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION IS REQUIREDBEFORE THE BUILDING DEPARTMENT PERMIT FINAL CAN BE ISSUED. AT THE TIME OFPUBLIC WORKS DEPARTMENT INSPECTION, IF ANY OF THE EXISTING PUBLICIMPROVEMENTS SURROUNDING THE SITE IS DAMAGED, NEW CONCRETE SIDEWALK,CURB AND GUTTER, AND ALLEY/STREET PAVEMENT WILL BE REQUIRED.ADDITIONALLY, IF EXISTING UTILITIES INFRASTRUCTURE ARE DEEMED SUBSTANDARD,A NEW 1-INCH WATER SERVICE, WATER METER BOX, SEWER LATERAL AND/ORCLEANOUT WITH BOX AND LID WILL BE REQUIRED. 100% OF THE COST SHALL BEBORNE BY THE PROPERTY OWNER (MUNICIPAL CODES 14.24.020 AND 14.08.030).SAID DETERMINATION AND THE EXTENT OF THE REPAIR WORK SHALL BE MADE ATTHE DISCRETION OF THE PUBLIC WORKS INSPECTOR. CONTRACTOR IS RESPONSIBLETO MAINTAIN THE PUBLIC RIGHT OF WAY AT ALL TIMES DURING THECONSTRUCTION PROJECT. A STOP WORK NOTICE MAY BE ISSUED FOR ANY DAMAGEOR UNMAINTAINED PORTION OF THE PUBLIC RIGHT OF WAY.3. AN ENCROACHMENT AGREEMENT IS REQUIRED FOR ALL NON-STANDARDIMPROVEMENTS WITHIN THE PUBLIC RIGHT OF WAY. ALL NON-STANDARDIMPROVEMENTS SHALL COMPLY WITH CITY COUNCIL POLICY L-6.4. CONTRACTOR REMOVE ALL EXISTING DECORATIVE MATERIAL WITHIN THE PUBLICRIGHT-OF-WAY.5. ALL LANDSCAPING WITHIN THE PUBLIC RIGHT-OF-WAY SHALL HAVE A MAXIMUMGROWTH CHARACTERISTIC OF 36-INCHES.6. ALL PRIVATE IRRIGATION SPRINKLER HEADS SHALL BE INSTALLED AND POSITIONEDIN A MONNER THAT WILL NOT CAUSE IRRIGATION OVERSPRAY ONTO THE PUBLICRIGHT-OF-WAY.PUBLIC WORKS NOTESARCHITECTOHA CONSTRUCTION31234 W NINE DRIVELAGUNA NIGUEL, CA 92677951.990.4834RAW CUT 3 CUBIC YARDSRAW FILL1 CUBIC YARDSOVER EXCAVATION250 CUBIC YARDSSHRINKAGE 5%±12CUBIC YARDSNET 10 CUBIC YARDS (IMPORT)THIS GRADING PLAN HAS BEEN REVIEWED BY THE UNDERSIGNED AND FOUND TO BE INCONFORMANCE WITH THE RECOMMENDATIONS AS OUTLINED IN THE FOLLOWING SOILSREPORT FOR THIS PROJECTENTITLED: GEOTECHNICAL ENGINEERING INVESTIGATIONPROJECT No.: 644322-01DATED: OCTOBER 18, 2022FIRM NAME: COAST GEOTECHNICAL, INC.GEOTECHNICAL CERTIFICATIONREFER TO GEOTECHNICAL INVESTIGATION FOR ADDITIONAL INFORMATION:COAST GEOTECHNICAL, INC.1200 W COMMONWEALTH AVENUEFULLERTON, CA 92833714.870.1211SOILS ENGINEERNOTE:SURVEYOR OR ENGINEER SHALL PERMANENTLYMONUMENT PROPERTY CORNERS OR OFFSETSBEFORE GRADING.NO SCALEVICINITY MAPPROJECT SITE6104 W OCEANFRONTPA2022-0295
UPALLEYLOT 2M.M. 7/25POR. LOT 4N55°35'03"W 40.00'
N55°35'03"W 40.00'N34°55'30"E 75.00'N34°55'30"E 75.00'℄
W OCEANFRONTUPPROPOSED RESIDENCEFF=14.37W OCEANFRONT
ALLEY 14.37FF14.12FS3"STEPGFF=14.12FF=14.37FS=14.12
GFF=13.91
FS=13.87 14.09GFF13.67FS5"STEP(13.15)FL(13.10)FL(13.45)FL(13.38)FS10%8.3%14.37FF14.12GFF3"STEP1.0%2.0%2.0%14.03TG14.03TGTG=14.03(14.33)FSEXISTING WALL TO REMAIN;PROTECT IN PLACEREMOVE AND REPLACEEXISTING WALL PERARCH. PLANREMOVE AND REPLACE EXISTINGWALL PER ARCH. PLANEXISTING WALLTO REMAINPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINE14.00FL,HP14.12FS14.09FL13.96TG13.63INV13.96TG13.72INV14.12FS14.09FL13.60FS(13.48)FS(13.32)FS(13.48)FS(13.56)FS13.64TG12.69INV13.94TG12.79INV13.94TG12.93INV14.08FL,HP13.50FL13.30FL13.95TG13.59INV14.03FS13.53FS6"STEP1.0%2.0%13.83FS5.3%
2.0%1111112244555556999999101011118" VCPSEWER6" ACP WATERMAIN1.0%1.0%1.0%1.5%1.0%1.0%2.0%2.0%141414141414141414EXISTING WALLTO REMAINEXISTING WALLTO REMAINEXISTING WALLTO REMAINEXISTING WALL TO REMAIN;PROTECT IN PLACE14.00FL1.0%1.0%1.0%14.05FL,HP14.02GFF13.77FS3"STEPUPALLEYLOT 2POR. LOT 4N55°35'03"W 40.00'
N55°35'03"W 40.00'N34°55'30"E 75.00'N34°55'30"E 75.00'℄
W OCEANFRONTUPPROPOSED RESIDENCEFF=14.37W OCEANFRONT
ALLEY 13.96TG13.63INV13.96TG13.72INV13.64TG12.69INV13.94TG12.79INV13.94TG12.93INV13.95TG13.59INV13.03INV999999101012121313121211118" VCPSEWER6" ACP WATERMAIN12.65INV14141414141414141414.03FS13.55INV13.53FSOUTLET STORM DRAINTHROUGH STEPFACE OF PROP. BLDG WALLFF=14.37P/L14.12FS14.03TG(16.8)TWEXISTINGGROUND(14.0)NGEXISTING WALL TO REMAIN;PROTECT IN PLACE2.0%SECTION A-ASCALE: 1"=4'3'±OVER-EXCAVATION LIMITS PERGEOTECHNICAL RECOMMENDATIONSAND TO BE VERFIED IN FIELD BY SOILSENGINEERTEMPORARY 1:1 SLOPETO OVER-EX(14.33)FSFACE OF PROP. BLDG WALLFF=14.373'±OVER-EXCAVATION LIMITS PERGEOTECHNICAL RECOMMENDATIONSAND TO BE VERFIED IN FIELD BY SOILSENGINEEREXISTINGBUILDING(ADJACENTNEIGHBOR)P/LSECTION B-BSCALE: 1"=4'EXISTING WALL TOREMAIN; PROTECTIN PLACE13.95TGEXISTINGGROUND(13.8)FSTEMPORARY 1:1 SLOPETO OVER-EX2.0%2C2GRADING PLANLANDSCAPING OR PAVERS3" COVER MINIMUM4" DIA. PERFORATED PVC DRAIN PIPEW/ PERFORATIONS AT BOTTOM3/4" CRUSHED ROCKWRAP SIDES AND BOTTOM OFTRENCH WITH FILTER FABRIC; PROVIDE4" MINIMUM OVERLAP AT TOP OFTRENCHPERFORATED DRAIN PIPE AND TRENCHNO SCALE13PRECISE GRADING PLAN
FOR SANDERSON RESIDENCE
6104 W OCEANFRONT
NEWPORT BEACH, CA 92663JOB NO.DATESHEET NO.REVISIONS22060NO. REVISION DATESHEET NO. OF 412/5/202228052 CAMINO CAPISTRANO, STE 213
LAGUNA NIGUEL, CA 92677
949.464.8115 info@civilscapes.com
G:\Projects\22060 6104 W Oceanfront, NB\DWG\22060.GRADING.dwg 3-INCH PVC DOWNSPOUTDRAIN PIPE PER STORM DRAIN PLAN4-INCH ELBOW 1/4 BEND4-INCH PVC RISER WITHDOWNSPOUT INSIDE RISER PIPECLAMPS AROUND RISER PIPE (TYP)PROP. BUILDINGWALLDOWNSPOUT CONNECTION DETAILNO SCALE14FL PERPLAN2% MIN.HARDSCAPE/LANDSCAPEPER PLAN2% MIN.FLOWLINE DETAILNO SCALE5NDS SPEE-D BASIN DETAILNO SCALE982% MIN3/4" CRUSHED ROCK OR APPROVEDEQUAL (REVIEW GEOTECHNICALRECOMMENDATIONS IN THE SOILSREPORT TO VERIFY)DRAIN PIPE PER PLANCOMPACTED BACKFILLPER GEOTECHNICALRECOMMENDATIONSCOMPACTED BEDDINGPER GEOTECHNICALRECOMMENDATIONSNATIVE OR RE-COMPACTED SUBGRADE4" MIN4" MIN4" MIN NDS #101 OR #201SPEE-D BASINOR APPROVEDEQUALNDS #66 - 6" DRAIN RISER PIPE (LENGTHAS REQUIRED) OR APPROVED EQUALVARIES 2% MINNDS ATRIUM OR FLAT GRATETG ELEVPER PLANINV ELEVPER PLANSLOPE PER PLANCONSTRUCTION NOTESHARDSCAPE PER ARCHITECT'S PLAN.DRIVEWAY PER ARCHITECT'S PLAN.PLANTER AREA PER ARCHITECT'S PLAN.WALL OR FENCE PER ARCHITECT'S PLAN.CONSTRUCT FLOWLINE PER DETAIL HEREONIF EXISTING METER IS SUBSTANDARD, REMOVE AND REINSTALL 1-INCH WATER METER PER CITY OF NEWPORTBEACH STANDARD DRAWING STD 502. PROTECT SERVICE LINE FROM METER TO WATER MAIN. METER ANDSERVICE SIZE SHALL BE CONFIRMED BY MEP CONSULTANT.FIELD VERIFY LOCATION AND CONDITION OF EXISTING SEWER LATERAL TO SATISFACTION OF CITY ENGINEER.REMOVE EXISTING CLEANOUT AND PROVIDE NEW SEWER CLEANOUT WITH TRAFFIC RATED BOX PER CITY OFNEWPORT BEACH STANDARD DRAWING STD 406.FURNISH & INSTALL 6" NDS SPEE-D BASIN W/6" GREEN ATRIUM GRATE PER DETAIL HEREON.FURNISH & INSTALL 6" NDS SPEE-D BASIN W/6" BRASS SQUARE GRATE PER DETAIL HEREON.4-INCH WIDE NDS TRENCH DRAIN W/ LIGHT GREY GRATE.CONSTRUCT BOTTOMLESS TRENCH DRAIN PER DETAIL "E" ON SHEET C3.FURNISH & INSTALL 4-INCH SDR-35 PVC STORM DRAIN (OR APPROVED EQUAL) PER CPC. INCLUDE REQUIREDJOINTS AND FITTINGS PER CPC. CONSTRUCT TRENCH, BEDDING, AND BACKFILL PER ASTM D 2321 AND SOILSREPORT.CONSTRUCT 17 LINEAR FEET OF PERFORATED PIPE AND GRAVEL TRENCH PER DETAIL HEREON.CONNECT DOWNSPOUT TO ONSITE STORM DRAIN SYSTEM PER DETAIL HEREON. OTHERWISE, OUTLET TOHARDSCAPE IN DIRECTION OF FLOW.1234567891011121314TOP OF WALLFINISHED SURFACEFLOW LINEFINISHED GRADEGRADE BREAKHIGH POINTLEGENDINVERTTOP OF GRATEFINISHED FLOOR ELEVATIONTWFSFLFGGBHPINVTGFFTOP OF COPING OR TOP OF CURBTCGARAGE FINISHED FLOORGFFEXISTING GRADEEG EXISTING SPOT ELEVATION( )TOP OF RETAINING WALLTRWTOP OF SLOPETOPTOP OF RAILINGTRTOP OF STEMWALLTSHARDSCAPE PER ARCH. PLANNATURAL GRADENGPROPERTY LINE AND LIMIT-OF-WORKOREXISTING ELEVATION; CONTRACTOR SHALL FIELDVERIFY ELEVATIONS PRIOR TO CONSTRUCTIONAND REPORT ANY DISCREPANCIES TOCIVILSCAPES ENGINEERING102.6(102.6)PROPOSED WALLBUILDING STEMWALLALL WORK RELATED TO WASTEWATER IN THE PUBLIC RIGHT-OF-WAY SHALL BEPERFORMED BY A C-42 LICENSED SANITATION SEWER CONTRACTOR OR AN ALICENSED GENERAL ENGINEERING CONTRACTOR.***ALL WORK RELATED TO WATER IN THE PUBLIC RIGHT-OF-WAY SHALL BEPERFORMED BY A C-34 LICENSED PIPELINE CONTRACTOR OR AN A LICENSEDGENERAL ENGINEERING CONTRACTOR.***********1. CONTRACTOR SHALL USE CITY STANDARD FORM '30-DAY NOTICE OF INTENT TOEXCAVATE' TO NOTIFY ADJACENT PROPERTY OWNERS BY CERTIFIED MAIL 30 DAYS PRIORTO STARTING EXCAVATION OR SHORING. CITY STANDARD FORM CAN BE OBTAINED AT:http://www.newportbeachca.gov/home/showdocument?id=17395. PROOF OF CERTIFIEDDELIVERY IS REQUIRED AT THE TIME OF PERMIT ISSUANCE.2. CAL-OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5’ AND FOR SHORINGAND/OR UNDERPINNING.3. CONTINUOUS SPECIAL INSPECTION, PER SECTION 1705.6, SHALL BE PERFORMED BY THEGEOTECHNICAL ENGINEER DURING SHORING AND EXCAVATION OPERATIONS ANDDURING REMOVAL OF SHORING.TRENCH AND EXCAVATION NOTEGRADING PLANSCALE: 1" = 8'STORM DRAIN PLANSCALE: 1" = 8'PA2022-0295
UPALLEYLOT 2POR. LOT 4N55°35'03"W 40.00'
N55°35'03"W 40.00'N34°55'30"E 75.00'N34°55'30"E 75.00'℄
W OCEANFRONTUPPROPOSED RESIDENCEFF=14.37W OCEANFRONT
ALLEY
FACE OF PROP. BLDG WALLFF=14.373'±OVER-EXCAVATION LIMITS PERGEOTECHNICAL RECOMMENDATIONSAND TO BE VERFIED IN FIELD BY SOILSENGINEERTEMPORARY 1:1 SLOPETO OVER-EX14.12GFF13.91GFF13.87FS(13.42)FS(13.11)FLP/LBOTTOMLESS TRENCHDRAIN PER DETAIL ONSHEET C49.0%SECTION C-CSCALE: 1"=4'EXISTINGGROUND1.0%FACE OF PROP. BLDG WALL
FF=14.373'±OVER-EXCAVATION LIMITS PERGEOTECHNICAL RECOMMENDATIONSAND TO BE VERFIED IN FIELD BY SOILSENGINEERP/LSECTION D-DSCALE: 1"=4'EXISTINGBUILDING(ADJACENTNEIGHBOR)(14.3)FS14.08FLREMOVE ANDREPLACE EXISTINGWALL PER ARCH. PLANTEMPORARY 1:1 SLOPETO OVER-EX3C3EROSION CONTROL PLAN
PRECISE GRADING PLAN
FOR SANDERSON RESIDENCE
6104 W OCEANFRONT
NEWPORT BEACH, CA 92663JOB NO.DATESHEET NO.REVISIONS22060NO. REVISION DATESHEET NO. OF 412/5/202228052 CAMINO CAPISTRANO, STE 213
LAGUNA NIGUEL, CA 92677
949.464.8115 info@civilscapes.com
G:\Projects\22060 6104 W Oceanfront, NB\DWG\22060.GRADING.dwg 6" MIN. WIDE PEDESTRAIN SAFE FRAME &GRATE 3/8" SLOT OPENING.EAST JORDANIRON WORKS OR EQUAL(800)874-4100#4 REBAR TOP & BOTTOMDIMENSIONS DETERMINED BYGRATE FRAME DIMENSIONS.USEFRAME AS A FORMCRUSHED ROCK W/FILTER CLOTHFILL THIS PORTION WITH CRUSHED ROCKAFTER POURING GRATE SUPPORT CURBELEVATIONSECTION E-EPLAN VIEWGRATEEEa- Dig a 24" wide x 18" minimum depth trenchb- Place filter cloth in the trench.Lap 12" @ topc- Form bottom of the trench with crushed rock.d- Form and pour perimeter concrete curbe- Fill the rest of the trench with crushed rock to 4" from top of trenchDETAIL EBOTTOMLESS TRENCH DRAINNO SCALE111. CONTRACTOR SHALL PROVIDE ONSITE CONCRETE WASHOUT FACILITY AND COMPLY WITHCASQA BMP WM-8.2. ALL REMOVABLE EROSION PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACHWORKING DAY WHEN THE 5-DAY RAIN PROBABILITY FORECAST EXCEEDS 40%.3. SEDIMENTS FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE USINGAN EFFECTIVE COMBINATION OF EROSION AND SEDIMENT CONTROLS TO THE MAXIMUM EXTENTPRACTICABLE, AND STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENTTRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES OF ADJACENT PROPERTIES VIARUNOFF, VEHICLE TRACKING, OR WIND.3. APPROPRIATE BMPS FOR CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS OR RESIDUESSHALL BE IMPLEMENTED AND RETAINED ON SITE TO MINIMIZE TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES, OR ADJOINING PROPERTY BY WIND OR RUNOFF. NOTES:GRAVEL BAG DETAILNO SCALEAEROSION CONTROL CONSTRUCTION NOTESINSTALL GRAVEL BAG BARRIER PER CASQA SE-8 AND SE-6INLET PROTECTION PER DETAIL HEREONABAREA DRAIN INLET PROJECTIONNO SCALEBAAAABBBBBBPA2022-0295
4C4GEOTECHNICAL NOTES
PRECISE GRADING PLAN
FOR SANDERSON RESIDENCE
6104 W OCEANFRONT
NEWPORT BEACH, CA 92663JOB NO.DATESHEET NO.REVISIONS22060NO. REVISION DATESHEET NO. OF 412/5/202228052 CAMINO CAPISTRANO, STE 213
LAGUNA NIGUEL, CA 92677
949.464.8115 info@civilscapes.com
G:\Projects\22060 6104 W Oceanfront, NB\DWG\22060.GRADING.dwg PA2022-0295