HomeMy WebLinkAboutPA2022-121_20220602_Plans_36x24PROPERTY LINE 66.00'PROPERTY LINE 81.00'PROPERTY LINE 120.00'PROPERTY LINE 66.00'ADJACENT RESIDENCE 1EXISTING VEGETATION BLUFF3-CARTANDEMGARAGEF.S. 67.50'ENTRYRESIDENCEF.S. 68.00'T.C. 60.03'T.W. 65.08'
T.C. 61.12'T.W. 66.99'T.C. 61.62'T.W. 67.29'
P1 66.16'P2 68.00'
P3 65.33'P4 70.18'S 39°48'30" WN 50°11'30" WN 50°11'30" WS 39°48'30" WT.C. 62.06'T.W. 67.73'T.C. 62.48'T.W. 68.15'
T.C. 62.48'T.W. 69.08'
T.C. 64.96'
T.C. 63.80'T.W. 66.58'
T.W. 67.92'6' - 0"T.C. 66.28'T.W. 68.50'T.C. 66.65'T.W. 69.25'T.C. 67.02'T.W. 69.25'T.C. 67.18'T.W.G. 70.00'T.C. 67.25'T.W. 70.20'22' - 0"3' - 0"3' - 0"T.C. 67.25'T.W. 70.20'T.C. 67.75'T.W. 73.50'T.W. 73.50'69.68 NGN.G. 64.00'T.W. 68.33'N.G. 66.00'T.W. 70.00'N.G. 68.00'T.W. 70.00'T.G. 72.00'N.G. 68.42'T.W. 70.00'T.G. 74.00'N.G. 68.42'T.W. 70.00'T.G. 74.00'AC1AC2AC3400 AMPELECTRICALPANELGMWMTURFPOOLTURFCONCRETECONCRETEPLANTERPLANTERPLANTERBRICKBRICKBRICKBRICKTURF BLOCKTURF BLOCKTURF BLOCK(E) CONC. SIDEWALK(E) CONC. SIDEWALK(E) CONC. SIDEWALK(E) CONC. SIDEWALK(E) CONC. SIDEWALKIRVINE AVE.SANTIAGO DR.PLANTERPLANTERPLANTERPOOLEQUIP.BRICKRIDGE 92.50'RIDGE 92.50'RIDGE 85.42'RIDGE 89.00'RIDGE 87.08'(N) DRIVEWAY APPROACHLINE OF 1ST FLOORLINE OF 1ST FLOOR6' - 0"SIDE YARDSETBACK6' - 0"SIDE YARDSETBACK6' - 0"SIDE YARDSETBACK6' - 0"SIDE YARDSETBACK(E) GRASS(E) GRASS(E) TRAFFIC SIGNAL BOX(E) ST. LIGHT BOX(E) TRAFFIC SIGNAL BOX(E) EDISON BOX(E) WATER METER(E) GAS METER(E) CABLE BOX(E) DRIVEWAY APPROACH15' - 0"105' - 0"14' - 10 1/4"27' - 0 3/4"6' - 6"5' - 6"19' - 7"7' - 6"6' - 3"113' - 9"71' - 5"9' - 7"BLUFF AREA BBLUFF AREA BP.L.1"P.L.P.L.P.L.1"INTERPOLATEDINT.AREA OF NEW HOUSEPROPERTY LINEBUILDING SETBACKLINE OF EXISTING HOUSETO BE DEMOLISHEDNEW 6'-0" CMU WALL(64.00 NG)(66.08 NG)5' - 2"(65.33 P4)1' - 4"1' - 10 1/4"(69.76 NG)(71.00 NG)8' - 10"2' - 10 1/2"5"(70.18 P4)OHA CONSTRUCTION31234 W. NINE DR.LAGUNA NIGUEL, CA 92677PH: 951-990-4834EMAIL: Oz.almendarez@gmail.comScaleProject numberDateDrawn byChecked byPLANS PREPARED BY:REV.DESCRIPTION/DATECLIENT:SHEET NAME:As indicated5/22/2022 11:54:42 AMA-0.0SITE PLAN/COVER SHEETProject Number2130 SANTIAGO DRIVENEWPORT BEACH, CA 92660SANTIAGO RESIDENCEIssue DateAuthorCheckerSITENSITECONTACT INFOSHEET INDEXCODESGENERAL NOTESVICINITY MAPDEFERRED SUBMITTALLOT INFO/ CALCULATIONSAERIAL MAPDRIVEWAY1/8" = 1'-0"1SITE PLANISSUE 05-20-22IRVINE AVE.SA N TIAGO D R .PLANS 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:Jake Winkle2130 Santiago DriveNewport Beach, Ca 92660PH. 949-873-3125EMAIL: Jake@winklecustomhomes.comSTRUCTURAL ENGINEERING:T.B.D.SURVEYOR:RdM Surveying Inc.23016 Lake Forest Dr. #409Laguna Hills ,CA 92653PH. 949-858-2924EMAIL: RDMsurveying@cox.netRon Miedema L.S.LICENSE: 4653 CIVIL ENGINEERING:Civilscapes Engineering Inc.Will Rolph28052 Camino Capistrano, STE 213Laguna Niguel ,CA 92677PH. 949-464-8115EMAIL: Will@civilscapes.comLICENSE: C 76698A-0.0COVER SHEET/SITE PLANA-0.1DEMOLITION PLANA-0.2DOOR AND WINDOW SCHEDULEA-1.0LOWER FLOOR CONSTRUCTION PLANA-1.1UPPER FLOOR CONSTRUCTION PLANA-3.0ROOF PLANA-4.0EXTERIOR ELEVATIONSA-4.1EXTERIOR ELEVATIONSA-5.0BUILDING SECTIONSA-5.1BUILDING SECTIONSL-1.0PLANTING PLANTSTOPOGRAPHIC SURVEYC-1TITLE SHEETC-2GRADING PLANC-3STORM DRAIN PLANC-4EROSION CONTROL PLANSOILS 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 SCOPESQUARE FOOTAGE AREA OF NEW LIVING SPACELOWER FLOOR:3,196 SQ.FT.UPPER FLOOR: 1,725 SQ.FTTOTAL NEW LIVING SPACE:4,921 SQ.FTGARAGE: 758 SQ.FT.COVERED PATIO: 346 SQ.FT.AREA OF DEMOLITION2,468 SQ.FTFRONT YARD SETBACK: 6' LEFT/RIGHT SETBACK: 6' REAR SETBACK: 6'LOT COVERAGE CALCULATIONLOT SIZE: 9,671 sq.ft.AREA OF BUILDING COVERAGE FROM ROOF EAVE DRIP LINE:4,161 sq.ft.4,161 sq.ft. / 9,671 sq.ft. = .430 = 43%< 60% MAX ALLOWEDOPEN SPACE CALCULATIONBUILDABLE AREA: 7,434 sq.ft. x 2= 14,868 sq.ft. MAX FLOOR AREAOPEN SPACE PROVIDED: 3,092 sq.ft. x 2= 6,184 sq.ft.6,184 sq.ft. / 14,868 sq.ft. = .415 = 42%> 20% MIN. OF OPEN SPACE REQ.FLOOR AREA LIMITATIONBUILDABLE AREA: 7,434 sq.ft. x 2= 14,868 sq.ft. MAX FLOOR AREAPROPOSED FLOOR AREA: 4,873 sq.ft. + 618 sq.ft. = 5,491 sq.ft.5,491 sq.ft. / 14,868 sq.ft. = .369 = 37%COVEREDPATIO1. THIS BUILDING IS OCCUPANCY R3, TYPE VB, SPRINKLED PER NFPA 13D 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH PROCEDURES SET FORTH 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 STRICT ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS.4. CONTRACTOR IS RESPONSIBLE FOR EXAMINING ALL CONTRACT DOCUMENTS, FIELD CONDITIONS AND CONFIRMING THAT WORK IS BUILD ABLE AS SHOWN BEFORE PROCEEDING WITH CONSTRUCTION. IF COORDINATION QUESTIONS OCCUR, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE DESIGNER AND/OR TENANT CONSTRUCTION COORDINATOR BEFORE PROCEEDING WITH WORK IN QUESTION OR BELATED WORK.5. CONTRACTOR FOR THE PROJECT SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDING PERMITS.6. "TYPICAL" AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITION IS THE SAME OR REPRESENTATIVE FOR SIMILAR CONDITIONS THROUGHOUT, UNLESS OTHERWISE NOTED.7. DETAILS ARE USUALLY KEYED AND NOTED "TYPICAL" ONLY ONCE, WHEN THEY FIRST OCCUR, AND ARE REPRESENTATIVE FOR SIMILAR CONDITIONS THROUGHOUT, UNLESS OTHERWISE NOTED.8. COLUMN CENTER LINES (ALSO REFERRED TO AS GRID LINES) ARE SHOWN FOR DIMENSIONING PURPOSES. (RE: BASE BUILDING DRAWINGS EXACT LOCATION).9. DO NOT SCALE DRAWINGS. DIMENSION LINES GOVERN. LARGE SCALE DETAILS GOVERN OVER SMALL SCALE DETAILS.10. ALL WORK PERFORMED BY THE CONTRACTOR SHALL CONFORM TO THE EXISTING BUILDING CONDITIONS. (SEE NOTE NO. 9 FOR ALTERNATIVES.)11. CONTRACTOR SHALL PATCH ANY EXISTING WALLS AND/OR CEILINGS AS NEEDED TO REFURBISH THE SPACE AND REPAIR ALL DAMAGES12. CONTRACTOR SHALL MAINTAIN THE JOB SITE IN A CLEAN AND ORDERLY CONDITION, FREE OF DEBRIS AND LITTER, EACH SUBCONTRACTOR IMMEDIATELY UPON COMPLETION OF EACH PHASE OF WORK AND SHALL REMOVE ALL TRASH AND DEBRIS CREATED AS A RESULT OF THEIR OPERATION.13. CONTRACTOR SHALL BE RESPONSIBLE FOR THE GENERAL CLEANING UP OF A JOB AFTER ITS COMPLETION. CLEANING SHALL INCLUDE INTERIOR OF THE BUILDING AND 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 IS PROHIBITED. NO SOLID WSTE, PETROLEUM BYPRODUCTS, SOIL PARTICULATE CONSTRUCTION WASTE MATERIALS, OR WASTEWATER GENERATED ON CONSTRUCTION SITES OR BY CONSTRUCTION ACTIVITIES SHALL BE PLACED CONVEYED, OR DISCHARED INTO THE STREET, GUTTER, OR STORM DRAIN SYSTEM.22. ALL SETBACKS MEASURED FROM PROPERTY LINE TO FACE OF BUILDING FINISH ONLY STEM WALL FOOTING ALLOWED INTO SETBACK SEE STRUCTURAL DETAIL.23. ISSUANCE OF BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT RELIEVE APPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVE COVENANTS, CONDITIONS, AND RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TO OBTAIN PLANS. YOU SHOULD CONTACT YOUR COMMUNITY ASSOCIATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT.24. A CAL-OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5' AND FOR SHORING AND UNDERPINNING.25. THE MAXIMUM TIME TO COMLETE CONSTRUCTION ON A PROJECT IS LIMITED TO THREE YEARS FROM THE DATE OF THE PERMIT FOR ALL PERMITS ISSUED AFTER AUGUST 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:117-604-01 LOT: 1 TRACT MAP #: 4224OCCUPANCY: R3/U TYPE OF CONSTRUCTION: VB FIRE SPRINKLERS: FULLY SPRINKLERED "PER NFPA 13D"# OF STORIES: 2FLOOD ZONE: X-AREA OF MINIMAL FLOOD HAZARDGENERAL PLAN USE: RS-D SINGLE UNIT RESIDENTIAL DETACHEDZONING DISTRICT: R-1-6000 SINGLE-UNIT RESIDENTIALPROVIDED PARKING: 31. AC LOCATIONS AND NOISE LEVEL ARE NOT PART OF THIS PLAN CHECK AND PERMIT. PROVIDE PLANS THAT DEMONSTRATE THE SOUND LEVEL DOES NOT EXCEED 50 dba (55 dba WITH TIMER; 65 dba WITH TIMER AND NEIGHBOR'S CONSENT) PER SECTION 10.26.045 OF THE NBMC, PRIOR TO ROUGH PLUMBING AND ELECTRICAL INSTALLATION. LOCATION OF MEASUREMENT TO BE AT ADJACENT PROPERTY PATIO OR OPENING. 2.FIRE SPRINKLERS OBTAIN 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."LEGENDSITE PLAN KEY NOTES1. NEW 6' MAX HEIGHT A.F.F. STEPPED CMU WALL WITH WHITE SMOOTH COAT FINISH EACH SIDE AND TOP.2. NEW 3' MAX HEIGHT A.F.F. STEPPED CMU WALL WITH WHITE SMOOTH COAT FINISH EACH SIDE AND TOP.3. NEW 2-6' STEPPED CMU WALL WITH WHITE SMOOTH COAT FINISH EACH SIDE AND TOP. 3'-6" LAMINATED TEMPERED GLASS ON WHITE BASE SHOE. MAX TOTAL HEIGHT 6'-0" A.F.F.4. NEW AUTOMATIC ROLLING GATE DECORATIVE METAL FINISH.5. NEW VERITCAL WOOD SLAT PRIVACY WALL, STAIN GRADE.6. NEW VERTICAL WOOD GATE STAIN GRADE.7. NEW 6' WOOD GATE SELF-CLOSING & SELF-LATCHING.8. LOCATION OF NEW GAS METER9. LOCATION OF NEW 400 AMP ELECTRICAL PANEL10. LOCATION OF NEW WATER MAIN11. LOCATION OF NEW TANKLESS WATER HEATER12. LOCATION OF NEW AC CONDENSOR UNIT. ON CONCRETE PAD. UNDER SEPERATE PERMIT13. LOCATION OF NEW POOL EQUIPMENT. ON CONCRETE PAD. UNDER SEPERATE PERMIT14. LOCATION OF NEW POOL UNDER SEPERATE PERMIT- DEMO EXISTING SINGLE STORY RESIDENCE (2,068 sq.ft) & GARAGE (400 sq.ft.)- BUILD NEW 2 STORY 2 CAR GARAGE FULLY SPRINKLERED. 3 BEDROOMS, 4-1/2 BATHS.- NEW COVERED OUTDOOR PATIO SPACE- NEW POOL UNDER SEPERATE PERMIT- NEW SITE WALLS UNDER SEPERATE PERMIT111111111222213345677789101111121212134LINE OF EXISTING HOUSELINE OF EXISTING HOUSE1/2" = 1'-0"2P3 NG INTERPOLATED DETAIL1/2" = 1'-0"3P4 NG INTERPOLATED DETAILNATURAL GRADE CALCULATION FLAT LOT(MAX ROOF HEIGHT)P1 66.16'+ P2 68.00 + P3 65.33' + P4 70.18' = 270'AVERAGE ELEV. (270/ 4)= 67.50' MAX HEIGHT FOR FLAT ROOF 24' ABOVE 67.50'= 91.50' MAX ELEV.MAX HEIGHT FOR PITCHED ROOF 29' ABOVE 67.50'= 96.80' MAX ELEV.HOA MAX HEIGHT 25' ABOVE 67.50'= 92.50' MAX ELEV.PA2022-121
DEMOEXISTING RESIDENCE2,068 SQ.FT.DEMOEXISTING GARAGE400 SQ.FT.CONC. DRIVEWAYCONC. PATHWAYPLANTERPLANTERPLANTERCONC. PATHWAYCONC. PATHWAYCONC. PATHWAYCONC. SIDEWALKCONC. SIDEWALKCONC. SIDEWALKGRASSGRASSCONC. SIDEWALKGRASSREMOVE RETAINING WALLREMOVE FREESTANDING CMU WALLREMOVE WOOD FENCEREMOVE CMU FREESTANDING WALLREMOVE PLANTER WALLSGRASSGRASSPLANTERHILLSIDE VEGETATIONHILLSIDE VEGETATIONADJACENT RESIDENCEREMOVE CHAIN LINK FENCEIRVINE AVE.SANTIAGO DR.PROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEOHA CONSTRUCTION31234 W. NINE DR.LAGUNA NIGUEL, CA 92677PH: 951-990-4834EMAIL: Oz.almendarez@gmail.comScaleProject numberDateDrawn byChecked byPLANS PREPARED BY:REV.DESCRIPTION/DATECLIENT:SHEET NAME:1/4" = 1'-0"5/22/2022 11:54:43 AMA-0.1DEMOLITION PLANProject Number2130 SANTIAGO DRIVENEWPORT BEACH, CA 92660SANTIAGO RESIDENCEIssue DateAuthorChecker1/4" = 1'-0"1DEMOLITION PLANISSUE 05-20-22PA2022-121
DOOR SCHEDULEDOORREFDOOR SIZEWxHTYPEMANUFACTUREMODELMATERIALFINISHTEMPEREDEGRESSSHGCU-FACTORA3'-6" x 11'-6"SINGLEFRENCH DR.NOQTY.1PERFORMANCELINEB20'-0"x9'-0"GARAGE DR.YES1CUSTOMBLACKROLL UP.23.30C14'-0"x11'-6"YESYES1D14'-0" x 11'-6"1WINDOW SCHEDULEWINDOWREFWINDOW SIZEWxHTYPEMANUFACTUREMODELMATERIALFINISHTEMPEREDEGRESSSHGCU-FACTOR12'-0" x 20'-0"FIXEDYESNOQTY.1.23.30234512'-0" x 11'-6"FIXEDNOYES12'-6" x 11'-6"FIXEDYESNO1YESNO1YESNO2FENESTRATIONS MUST HAVE TEMPORARY AND PERMANENT LABELS69'-0" x 8'-6"SLIDERYESYES17899'-0" x 8'-6"YESNO19'-4" x 11'-6"NO210'-0" x 11'-6"2E22'-0" x 11'-6"NO13'-0" x 7'-6"FIXEDWESTERN.23.30YESNO.23.30CLAD EXT.CLAD INT.BLACK.23.30BLACK.23.30CASEMENT.23.30BLACKBLACK4'-0" x 3'-0"AWNING.23.30BLACK.23.30BLACK.23.30BLACK.23.30BLACKYESFIXEDYESNO.23.30BLACKFENESTRATIONS MUST HAVE TEMPORARY AND PERMANENT LABELSSKYLIGHT SCHEDULESKYLIGHTREFSKYLIGHT SIZEWxHTYPEMANUFACTUREMODELMATERIALFINISHTEMPEREDEGRESSSHGCU-FACTOR212'-6" x 6'-0"FIXEDYESQTY.7VELUXCURBMOUNTCLAD EXT..23.30BLACKNOF22'-0" x 11'-6"NO1G15'-0"x11'-6"YESNO1.23.30H9'-4"x11'-6"YESNO1I3'-6" x 11'-3"22 PANELSLIDERJ13'-6" x 11'-6"YES1.23.30YESNO.23.30WOODSTAINN/AN/AN/AN/APERFORMANCELINEBLACKWESTERNCLAD EXT.CLAD INT.2 PANELSLIDERPERFORMANCELINEBLACKWESTERNCLAD EXT.CLAD INT.YES4 PANELSLIDEROXXOPERFORMANCELINEBLACKWESTERNCLAD EXT.CLAD INT.YES4 PANELSLIDERPOCKETPERFORMANCELINEBLACKWESTERNCLAD EXT.CLAD INT.YES2 PANELSLIDERPERFORMANCELINEBLACKWESTERNCLAD EXT.CLAD INT.3 PANELSLIDERPERFORMANCELINEBLACKWESTERNCLAD EXT.CLAD INT.3 PANELBI-FOLDPERFORMANCELINEBLACKWESTERNCLAD EXT.CLAD INT.PERFORMANCELINEBLACKWESTERNCLAD EXT.CLAD INT..23.30.23.30.23.30SINGLEFRENCH DR.PERFORMANCELINEWESTERNCLAD EXT.CLAD INT.PERFORMANCELINEWESTERNCLAD EXT.CLAD INT.PERFORMANCELINEWESTERNCLAD EXT.CLAD INT.PERFORMANCELINEWESTERNCLAD EXT.CLAD INT.PERFORMANCELINEWESTERNCLAD EXT.CLAD INT.PERFORMANCELINEWESTERNCLAD EXT.CLAD INT.PERFORMANCELINEWESTERNCLAD EXT.CLAD INT.PERFORMANCELINEWESTERNCLAD EXT.CLAD INT.PERFORMANCELINEWESTERNCLAD EXT.CLAD INT.106'-0" x 5'-0"NOYES1.23.301112131415'-0" x 7'-0"FIXEDNOYES19'-4" x 7'-0"DOUBLECASEMENTYESNO1YESNO2YESYES11514'-6" x 7'-0"YESNO116171813'-6" x 7'-0"YESNO110'-0" x 7'-0"NO19'-4" x 7'-0"29'-4" x 9'-0"FIXEDBLACK.23.30BLACK.23.30.23.30BLACKBLACK9'-4" x 7'-0"MUL30" BOTTOM FIXED54" TOP SLIDER.23.30BLACK.23.30BLACK.23.30BLACK.23.30BLACKYESFIXEDYESNO.23.30BLACKPERFORMANCELINEWESTERNCLAD EXT.CLAD INT.PERFORMANCELINEWESTERNCLAD EXT.CLAD INT.PERFORMANCELINEWESTERNCLAD EXT.CLAD INT.PERFORMANCELINEWESTERNCLAD EXT.CLAD INT.PERFORMANCELINEWESTERNCLAD EXT.CLAD INT.PERFORMANCELINEWESTERNCLAD EXT.CLAD INT.PERFORMANCELINEWESTERNCLAD EXT.CLAD INT.PERFORMANCELINEWESTERNCLAD EXT.CLAD INT.PERFORMANCELINEWESTERNCLAD EXT.CLAD INT.192015'-0" x 4'-0"NO12'-0" x 4'-0"3.23.30BLACKYESFIXEDYESNOCASEMENT.23.30BLACKPERFORMANCELINEWESTERNCLAD EXT.CLAD INT.PERFORMANCELINEWESTERNCLAD EXT.CLAD INT.FIXEDFIXEDFIXEDFIXEDFIXEDOHA CONSTRUCTION31234 W. NINE DR.LAGUNA NIGUEL, CA 92677PH: 951-990-4834EMAIL: Oz.almendarez@gmail.comScaleProject numberDateDrawn byChecked byPLANS PREPARED BY:REV.DESCRIPTION/DATECLIENT:SHEET NAME:12" = 1'-0"5/22/2022 11:54:44 AMA-0.2DOOR AND WINDOW SCHEDULEProject Number2130 SANTIAGO DRIVENEWPORT BEACH, CA 92660SANTIAGO RESIDENCEIssue DateAuthorCheckerISSUE 05-20-22PA2022-121
RangeDWUPA-4.1A-4.1A-4.02A-4.02111A-5.01A-5.03 CAR TANDEMGARAGE3A-5.13A-5.1POOL22' - 0"DESKF.S. 66.00'F.S. 67.50'6A-5.16A-5.14A-5.14A-5.12A-5.12A-5.1F.S. 67.84'F.S. 67.84'2A-5.02A-5.05A-5.15A-5.11A-5.11A-5.13A-5.03A-5.0PROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINELINE OF REAR YARD SETBACKLINE OF SIDE YARD SETBACKLINE OF FRONT YARD SETBACKLINE OF SIDE YARD SETBACK20' - 0"10' - 2 3/4"18' - 0"4' - 0"15' - 0"6' - 0"22' - 0"39' - 5 1/2"23' - 9 1/2"12' - 1 3/4"4' - 0"4' - 0"16' - 0"8' - 0"3' - 6"8' - 0"F.S. 67.84'F.S. 67.84'F.S. 67.84'12' - 9 1/4"12' - 1 3/4"14' - 11 1/4"16' - 8 1/2"7' - 10 1/2"12' - 1 3/4"20' - 8 1/2"41' - 5 3/4"8' - 0"8' - 0"8' - 4"9' - 1 1/2"5' - 0"8' - 4"23' - 2"22' - 0"PWDR.PANTRYHALL 2LAUNDRYBATH 1BEDROOM 1OFFICEFAUKITCHENDINING RM.HALL 1GYMENTRYCLOSET12' - 8 1/2"SKYLIGHTSKYLIGHTSKYLIGHTLINE OF FLOOR ABOVELINE OF FLOOR ABOVEOUTDOOR MOVIE RM.15' - 7"15' - 4 3/4"5' - 0"BATH 2F.S. 68.00'T.V.F.P.13' - 11 3/4"20' - 3"1' - 9"10' - 5 3/4"1' - 9"16' - 9"SUNKEN LIVING RM.DNDN4' - 0"5' - 0"WINE RM.1' - 1 1/4"1' - 11 3/4"1' - 9 3/4"7' - 3 3/4"A-4.134A-5.1876' - 0"ENTRYCOURTYARDPATIO6' - 0"6' - 0"6' - 0"ABCDEFGH456732188II9J9599' - 1 1/4"8' - 10 3/4"8' - 11 1/4"15' - 11 3/4"19' - 0"25' - 1"22' - 0"29' - 0 1/4"18' - 0"69' - 0"80' - 2 1/2"27' - 9 1/2"5' - 0"5' - 0"35' - 0"29' - 0 3/4"15' - 6 1/2"3' - 6"25' - 0"29' - 1"16' - 9 3/4"45' - 6"2 x 6 NEW WALLS2 x 4 NEW WALLSNON-LOAD BEARING 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 N/ADOOR TAG -REFERENCE SHEET N/ASMOKE DETECTORCARBON MONOXIDE SENSORS.D.C.M.OHA CONSTRUCTION31234 W. NINE DR.LAGUNA NIGUEL, CA 92677PH: 951-990-4834EMAIL: Oz.almendarez@gmail.comScaleProject numberDateDrawn byChecked byPLANS PREPARED BY:REV.DESCRIPTION/DATECLIENT:SHEET NAME:1/4" = 1'-0"5/22/2022 11:54:45 AMA-1.0FIRST FLOOR CONSTRUCTIONPLANProject Number2130 SANTIAGO DRIVENEWPORT BEACH, CA 92660SANTIAGO RESIDENCEIssue DateAuthorChecker1/4" = 1'-0"1FIRST FLOOR CONSTRUCTION PLANISSUE 05-20-22PA2022-121
DNA-4.1A-4.1A-4.02A-4.02113A-5.13A-5.16A-5.16A-5.14A-5.14A-5.12A-5.12A-5.12A-5.02A-5.05A-5.15A-5.11A-5.11A-5.13A-5.03A-5.0LINE OF REAR YARD SETBACKLINE OF SIDE YARD SETBACKPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINE6' - 0"6' - 0"6' - 0"27' - 2 1/4"14' - 8 1/4"23' - 7 1/2"18' - 3 1/2"8' - 4"9' - 1 1/2"18' - 3 1/2"8' - 4 1/2"3' - 0"LINENDESKOPEN TO BELOWHALL 3DENBEDROOM 2W.I.C.BATH 3SKYLIGHTSKYLIGHTF.F. 80.75'OPEN TO BELOWLINE OF 1ST FLOOR BELOW9' - 10 3/4"10' - 9 3/4"22' - 7 1/2"4' - 0"4' - 0"31' - 8 1/2"20' - 8 1/2"HIPVALLEYVALLEY5:125:125:125:125:12SKYLIGHTSKYLIGHTA-4.134A-5.187RIDGE 85.42'RIDGE 86.75'RIDGE 87.08'6' - 0"6' - 0"LINE OF FRONT YARD SETBACK2' - 2"BUILT-IN CLOSETBUILT-IN CLOSETM. BEDROOM 3M. BATH 43' - 9 1/2"7' - 0"4' - 0"2' - 1"2' - 2"7' - 2 1/4"6' - 0"3' - 3 1/4"2' - 1"14' - 10"5' - 5 1/2"2' - 2"9' - 9 1/2"10' - 6 1/4"WALK-INSHOWERFLOATING VANITYFLOATING VANITYSCREEN WALL42" GLASS GUARDRAIL11020202011121313141516171818198' - 10 3/4"99' - 1 1/4"8' - 11 1/4"15' - 11 3/4"28' - 5 3/4"23' - 2 1/4"23' - 4"33' - 0"12' - 10 1/4"2' - 11"2 x 6 NEW WALLS2 x 4 NEW WALLSNON-LOAD BEARING 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 N/ADOOR TAG -REFERENCE SHEET N/ASMOKE DETECTORCARBON MONOXIDE SENSORS.D.C.M.OHA CONSTRUCTION31234 W. NINE DR.LAGUNA NIGUEL, CA 92677PH: 951-990-4834EMAIL: Oz.almendarez@gmail.comScaleProject numberDateDrawn byChecked byPLANS PREPARED BY:REV.DESCRIPTION/DATECLIENT:SHEET NAME:1/4" = 1'-0"5/22/2022 11:54:46 AMA-1.1SECOND FLOOR CONSTRUCTIONPLANProject Number2130 SANTIAGO DRIVENEWPORT BEACH, CA 92660SANTIAGO RESIDENCEIssue DateAuthorChecker1/4" = 1'-0"1SECOND FLOOR CONSTRUCTION PLANISSUE 05-20-22PA2022-121
ROOF PLAN LEGENDLINE OF EXTERIOR WALLLINE OF ROOFA-4.1A-4.1A-4.02A-4.02111A-5.01A-5.03A-5.13A-5.16A-5.16A-5.14A-5.14A-5.12A-5.12A-5.12A-5.02A-5.05A-5.15A-5.11A-5.11A-5.13A-5.03A-5.03:123:123:123:125:125:125:125:125:12RIDGE 85.42'RIDGE 89.00'RIDGE 87.08'VALLEYVALLEYRIDGE 92.50'RIDGE 92.50'A-4.134A-5.1875:125:12PROPERTY LINEPROPERTY LINEPROPERTY LINEOHA CONSTRUCTION31234 W. NINE DR.LAGUNA NIGUEL, CA 92677PH: 951-990-4834EMAIL: Oz.almendarez@gmail.comScaleProject numberDateDrawn byChecked byPLANS PREPARED BY:REV.DESCRIPTION/DATECLIENT:SHEET NAME:1/4" = 1'-0"5/22/2022 11:54:46 AMA-3.0ROOF PLANProject Number2130 SANTIAGO DRIVENEWPORT BEACH, CA 92660SANTIAGO RESIDENCEIssue DateAuthorChecker1/4" = 1'-0"1ROOF PLANROOF KEY NOTES:1. NEW STANDING SEAM ALUMINUM COLOR (GREY) ROOF CLASS "A" UL 263 5:12 PITCH ICC # ESR-3486 COLOR BLACK. 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. NEW RAIN GUTTERS ALUMINUM GREY COLOR TO 3. NEW LOCATION OF RAINGUTTER DOWNSPOUT4. NEW CHIMNEY CAP WITH SPARK ARRESTOR FOR DIRECT VENT FIREPLACE GAS ONLY.5. NEW VELUX SKYLIGHT FIXED CURBMOUNT SEE SCHEDULE ON SHEET A-0.2 ICC-ES ESR-25906. NEW ROOF TO BE COMPOSITION SHINGLE. CLASS "A" ROOF ICC# ESR-1389 CERTAINTEED SHINGLES B. "INSTALLATION OF ROOFING SHALL BE IN ACCORDANCE WITH MANUFACTUER'S SPECIFICATIONS." COLOR BLACK/GREY 111116666622222222223333333333333455555ISSUE 05-20-22PA2022-121
F.F.10"F.F. 212' -9"Roof24' -6 1/4"T.P.111' -6"T.P.220' -11"ELEV. 68.00'ELEV. 80.75'25' - 0"N.G. ELEV. 67.50'5 3/4"MAX HEIGHT ELEV. 92.50'11' - 4 1/2"8' - 9"9"2' - 11 1/2"3' - 0"1' - 5 1/2"24' - 6 1/4"28' - 11 3/4"F.F.10"F.F. 212' -9"Roof24' -6 1/4"T.P.111' -6"T.P.220' -11"ELEV. 68.00'25' - 0"ELEV. 80.75'N.G. ELEV. 67.50'MAX HEIGHT ELEV. 92.50'5 3/4"OHA CONSTRUCTION31234 W. NINE DR. LAGUNA NIGUEL, CA 92677PH: 951-990-4834EMAIL: Oz.almendarez@gmail.comScaleProject numberDateDrawn byChecked byPLANS PREPARED BY:REV.DESCRIPTION/DATECLIENT:SHEET NAME:1/4" = 1'-0"5/22/2022 11:54:47 AMA-4.0EXTERIOR ELEVATIONSProject Number2130 SANTIAGO DRIVENEWPORT BEACH, CA 92660SANTIAGO RESIDENCEIssue DateAuthorChecker1/4" = 1'-0"1FRONT EXTERIOR ELEVATION1/4" = 1'-0"2REAR EXTERIOR ELEVATIONISSUE 05-20-221. NEW SMOOTH COAT STUCCO EXTERIOR FINISH COLOR WHITE2. NEW CLASS "A" STANDING SEAM METAL ROOF. TRIM ROOF EAVES TO BE FLUSH TO HOUSE PER SHEET A-3.0 COLOR BLACK3. NEW CLASS "A" COMPOSITION SHINGLE ROOF. TRIM ROOF EAVES TO BE FLUSH TO HOUSE PER SHEET A-3.0 COLOR BLACK/GREY4. NEW WINDOW PER SCHEDULE SHEET A-0.25. NEW DOOR PER SCHEDULE SHEET A-0.26. NEW GARAGE DOOR PER SCHEDULE SHEET A-0.27. NEW SKYLIGHT PER SCHEDULE SHEET A-0.28. NEW METAL FLASHING9. NEW STONE VENEER 10. NEW CERTAINTEED VERTICAL SIDING COLOR BLACK11. NEW FIREPLACE FLUE WITH SPARK ARRESTOR12. NEW 2X8 FASCIA BOARD WITH RAIN GUTTER13. NEW SLATTED WOOD ENTRY GATE14. NEW SLATTED WOOD PRIVACY WALL15. NEW 3' CMU STUCCO WALL W/ SMOOTH COAT STUCCO FINISH COLOR WHITE16. NEW 6' CMU STUCCO WALL W/ SMOOTH COAT STUCCO FINISH COLOR WHITE17. NEW 2-6' CMU STUCCO WALL W/ SMOOTH COAT STUCCO FINISH COLOR WHITE WITH TEMPERED GLASS TOP RAIL 3'-6" TOTAL HEIGHT 6'-0".18. NEW ROLLING GATE 3' DECORATIVE METALELEVATION KEY NOTES:12233444451232344556777777788188991010111212131415151515151516161617171882PA2022-121
F.F.10"F.F. 212' -9"Roof24' -6 1/4"T.P.111' -6"T.P.220' -11"ELEV. 68.00'ELEV. 80.75'N.G. ELEV. 67.50'MAX HEIGHT ELEV. 92.50'25' - 0"5 3/4"F.F.10"F.F. 212' -9"Roof24' -6 1/4"T.P.111' -6"T.P.220' -11"ELEV. 68.00'ELEV. 80.75'N.G. ELEV. 67.50'MAX HEIGHT ELEV. 92.50'25' - 0"5 3/4"F.F.10"F.F. 212' -9"Roof24' -6 1/4"T.P.111' -6"T.P.220' -11"F.F.10"OHA CONSTRUCTION31234 W. NINE DR.LAGUNA NIGUEL, CA 92677PH: 951-990-4834EMAIL: Oz.almendarez@gmail.comScaleProject numberDateDrawn byChecked byPLANS PREPARED BY:REV.DESCRIPTION/DATECLIENT:SHEET NAME:1/4" = 1'-0"5/22/2022 11:54:48 AMA-4.1EXTERIOR ELEVATIONSProject Number2130 SANTIAGO DRIVENEWPORT BEACH, CA 92660SANTIAGO RESIDENCEIssue DateAuthorChecker1/4" = 1'-0"1SIDE 1 EXTERIOR ELEVATION1/4" = 1'-0"2SIDE 2 EXTERIOR ELEVATION1/4" = 1'-0"3Elevation 1 - b1/4" = 1'-0"4Elevation 1 - dISSUE 05-20-221. NEW SMOOTH COAT STUCCO EXTERIOR FINISH COLOR WHITE2. NEW CLASS "A" STANDING SEAM METAL ROOF. TRIM ROOF EAVES TO BE FLUSH TO HOUSE PER SHEET A-3.0 COLOR BLACK3. NEW CLASS "A" COMPOSITION SHINGLE ROOF. TRIM ROOF EAVES TO BE FLUSH TO HOUSE PER SHEET A-3.0 COLOR BLACK/GREY4. NEW WINDOW PER SCHEDULE SHEET A-0.25. NEW DOOR PER SCHEDULE SHEET A-0.2 6. NEW SKYLIGHT PER SCHEDULE SHEET A-0.27. NEW METAL FLASHING8. NEW STONE VENEER 9. NEW CERTAINTEED VERTICAL SIDING COLOR BLACK10. NEW 2X8 FASCIA BOARD WITH RAIN GUTTER11. NEW 3' CMU STUCCO WALL W/ SMOOTH COAT STUCCO FINISH COLOR WHITE12. NEW 6' CMU STUCCO WALL W/ SMOOTH COAT STUCCO FINISH COLOR WHITE13. NEW 2-6' CMU STUCCO WALL W/ SMOOTH COAT STUCCO FINISH COLOR WHITE WITH TEMPERED GLASS TOP RAIL 3'-6" TOTAL HEIGHT 6'-0".ELEVATION KEY NOTES:112233334444444334444444444444444555556666666788899999999799910101010101010101010111112121212131212PA2022-121
F.F.10"T.P.111' -6"3 CAR TANDEMGARAGEP.L.F.S. 68.00'LAUNDRYBEDROOM 1OFFICEATTICF.S. 67.50'ATTIC9' - 6"F.F.10"F.F. 212' -9"T.P.111' -6"P.L.2' - 6"1' - 3 3/4"P.L.1"6' - 0"F.S. 68.00'T.R. 87.08'612ENTRYPOOL18' - 1"F.S. 68.00'F.S. 66.00'3' - 6"SUNKEN LIVING RM.F.F.10"F.F. 212' -9"Roof24' -6 1/4"T.P.111' -6"T.P.220' -11"P.L.5' - 4"P.L.1"PANTRYKITCHENDINING RM.GYMF.S. 68.00'F.F. 80.75'F.S. 68.00'F.F. 80.75'W.I.C.BEDROOM 2DENM. BEDROOM 3OUTDOOR MOVIE RM.OHA CONSTRUCTION31234 W. NINE DR. LAGUNA NIGUEL, CA 92677PH: 951-990-4834EMAIL: Oz.almendarez@gmail.comScaleProject numberDateDrawn byChecked byPLANS PREPARED BY:REV.DESCRIPTION/DATECLIENT:SHEET NAME:3/16" = 1'-0"5/22/2022 11:54:49 AMA-5.0BUILDING SECTIONSProject Number2130 SANTIAGO DRIVENEWPORT BEACH, CA 92660SANTIAGO RESIDENCEIssue DateAuthorChecker3/16" = 1'-0"1BUILDING SECTION 13/16" = 1'-0"2BUILDING SECTION 23/16" = 1'-0"3BUILDING SECTION 3ISSUE 05-20-22PA2022-121
F.F.10"F.F. 212' -9"Roof24' -6 1/4"T.P.111' -6"T.P.220' -11"P.L.1"KITCHENP.L.T.W. 69.08'T.C. 63.46'6' - 0"3' - 6"F.G. 73.75'F.S. 67.75'3 CAR TANDEMGARAGEENTRYT.R. 92.50'F.S. 68.00'F.F. 80.75'312T.R. 89.00'512F.S. 67.50'10' - 9 1/4"BEDROOM 2BATH 38' - 2"7' - 5 1/2"9' - 6"5' - 0"9' - 11 3/4"ATTICF.F.10"F.F. 212' -9"Roof24' -6 1/4"T.P.111' -6"T.P.220' -11"3 CAR TANDEMGARAGE6' - 0"3' - 6"P.L.1"6' - 0"P.L.T.W. 68.15'T.C. 62.48'F.G. 73.75'F.S. 67.75'MAXMAXF.S. 68.00'T.R. 92.50'F.S. 68.00'F.F. 80.75'312HALL 2F.S. 68.00'8' - 2"SUNKEN LIVING RM.512BEDROOM 2BATH 3KITCHENF.S. 67.50'F.S. 66.00'T.R. 89.00'11' - 6"9' - 6"ATTICATTICF.F.10"F.F. 212' -9"Roof24' -6 1/4"T.P.111' -6"T.P.220' -11"6' - 0"3' - 6"P.L.1"6' - 0"P.L.T.W. 67.73'T.C. 62.06'F.G. 73.75'F.S. 67.75'T.R. 85.42'T.R. 92.50'F.S. 68.00'F.F. 80.75'F.S. 68.00'11' - 6"10' - 9 1/4"31251212' - 9"DINING RM.HALL 2DENLAUNDRYF.F.10"F.F. 212' -9"Roof24' -6 1/4"T.P.111' -6"T.P.220' -11"6' - 0"3' - 6"P.L.1"6' - 0"P.L.T.W. 67.29'T.C. 61.62'F.G. 73.75'F.S. 67.75'MAX5' - 8 1/4"F.S. 68.00'F.F. 80.75'312HALL 1512F.S. 68.00'HALL 3T.R. 85.42'POOLBEDROOM 1HALL 26' - 0"3' - 6"P.L.1"6' - 0"P.L.2' - 4 3/4"T.W. 66.99'T.C. 61.12'T.W. 73.75'MAXF.G. 67.75'MAXF.S. 68.00'F.F. 80.75'312HALL 1HALL 3POOLT.R. 85.42'OFFICE16' - 2 3/4"Roof24' -6 1/4"T.P.220' -11"6' - 0"P.L.P.L.3' - 6"1' - 5 3/4"T.W. 65.58'T.C. 60.03'MAXT.W. 73.75'MAXF.G. 67.75'6' - 0"F.S. 67.75'T.R. 92.50'F.F. 80.75'312F.S. 68.00'GYM8' - 2"M. BATH 4BATH 2F.F.10"F.F. 212' -9"Roof24' -6 1/4"T.P.111' -6"T.P.220' -11"F.F.10"F.F. 212' -9"Roof24' -6 1/4"T.P.111' -6"T.P.220' -11"OHA CONSTRUCTION31234 W. NINE DR.LAGUNA NIGUEL, CA 92677PH: 951-990-4834EMAIL: Oz.almendarez@gmail.comScaleProject numberDateDrawn byChecked byPLANS PREPARED BY:REV.DESCRIPTION/DATECLIENT:SHEET NAME:As indicated5/22/2022 11:54:49 AMA-5.1BUILDING SECTIONSProject Number2130 SANTIAGO DRIVENEWPORT BEACH, CA 92660SANTIAGO RESIDENCEIssue DateAuthorChecker3/16" = 1'-0"1BUILDING SECTION 43/16" = 1'-0"2BUILDING SECTION 53/16" = 1'-0"3BUILDING SECTION 63/16" = 1'-0"4BUILDING SECTION 73/16" = 1'-0"5BUILDING SECTION 83/16" = 1'-0"6BUILDING SECTION 91/4" = 1'-0"71 - b1/4" = 1'-0"81 - dISSUE 05-20-22PA2022-121
LANDSCAPE LEGENDEXISTING TO REMAINNEW TREES NEW SRUBS????PLANT INITIALSOLEA EUROPEA / OLIVE TREE -(FRUITLESS -MULTI TRUNK)SPECIMEN TREESSIZE:QTYPLANTING LIST 12-14' SPECIMEN-PERENNIALSIZE:QTYOEFICUS NITIDA /FICUS ‘INDIAN LAUREL’15 GAL-HEDGESIZE:QTYFNASSELLA TENUISSIMA/MEXICAN FEATHER GRASS5 GAL-NTURF AND OTHERSSQ.F.ARTIFICIAL TURF1698TURF BLOCK223GRAVEL382CONCRETE470BRICK1624PROPERTY LINE 66.00'PROPERTY LINE 120.00'PROPERTY LINE 66.00'ADJACENT RESIDENCE 13-CAR TANDEMGARAGEENTRYRESIDENCES 39°48'30" WN 50°11'30" WAC1AC2AC3400 AMPELECTRICALPANELGMWMTURFPOOLCONCRETEBRICKBRICKBRICK(E) CONC. SIDEWALK(E) CONC. SIDEWALK(E) CONC. SIDEWALK(E) CONC. SIDEWALK(E) CONC. SIDEWALKIRVINE AVE.PLANTERPOOLEQUIP.RIDGE 92.50'RIDGE 85.42'RIDGE 89.00'RIDGE 87.08'(N) DRIVEWAY APPROACHLINE OF 1ST FLOORLINE OF 1ST FLOOROENNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFOHA CONSTRUCTION31234 W. NINE DR.LAGUNA NIGUEL, CA 92677PH: 951-990-4834EMAIL: Oz.almendarez@gmail.comScaleProject numberDateDrawn byChecked byPLANS PREPARED BY:REV.DESCRIPTION/DATECLIENT:SHEET NAME:1/8" = 1'-0"5/22/2022 11:54:50 AML-1.0PLANTING PLANProject Number2130 SANTIAGO DRIVENEWPORT BEACH, CA 92660SANTIAGO RESIDENCEIssue DateAuthorChecker1/8" = 1'-0"1PLANTING PLANISSUE 05-20-22PA2022-121
PA2022-121
PRECISE GRADING PLAN
FOR WINKLE RESIDENCE
2130 SANTIAGO DRIVE
NEWPORT BEACH, CA 92660JOB NO.DATESHEET NO.REVISIONS22006NO. REVISION DATESHEET NO. OF 45/23/202228052 CAMINO CAPISTRANO, STE 213
LAGUNA NIGUEL, CA 92677
949.464.8115 info@civilscapes.com
G:\Projects\22006 2130 Santiago Dr, NB\DWG\22006.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 STORM DRAIN PLANC4 EROSION CONTROL PLANSHEET INDEX2130 SANTIAGO DRIVENEWPORT BEACH, CA 92660APN: 117-604-01PRECISE 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, & ARCHITECTEARTHWORK 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: 2130 SANTIAGO DR., NEWPORT BEACHAPN: 117-604-01GENERAL PLAN LAND USE: RS-D SINGLE UNIT RESIDENTIAL DETACHEDZONING DISTRICT: R-1-6000 SINGLE-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 410 CUBIC YARDSRAW FILL0CUBIC YARDSNET 410 CUBIC YARDS (EXPORT)NOTE:SURVEYOR OR ENGINEER SHALL PERMANENTLYMONUMENT PROPERTY CORNERS OR OFFSETSBEFORE GRADING.NO SCALEVICINITY MAPRdM SURVEYING INC.RON MIEDEMA L.S. 465332016 LAKE FOREST DR. #409LAGUNA HILLS, CA 92653949.858.2924SURVEYORPROJECT SITE2130 SANTIAGO DR.PA2022-121
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0
%2.0%67.62TG63.70INV67.56TG63.85INVLINE OF BUILDING ABOVEGBGBGBGB2%
2%167.73FS67.69FG67.73FS67.69FG67.83FS67.79FG67.68TG63.47INV12%67.75TG63.31INVGBGBGB2.0%2.0%67.62TG64.03INV67.62TG64.10INV2.0%2.0%67.83FS,GB67.83FS,GB67.54TG63.63INV68.25TG63.31INV,N/W63.21INV,S12121213131367.50FG2.0%333368.00FF67.50GFF6"STEP69.25TW70.20TW1313FF=68.00FS=67.83GFF=67.651.0%67.48TG63.82INV67.48TG63.70INV67.48TG63.89INV67.48TG63.77INV121267.48TG63.99INV2%2%67.73FS67.69FG67.73FS67.69FG67.73FS67.69FG12121267.83TC67.83TC67.83TC67.69FG67.83TC67.69FG67.83FS67.79FG67.60TG63.82INV67.60TG63.72INV67.60TG63.92INV67.77FL67.54TG63.43INV122.0%2.0%7.0%5.0%11212123311%2%
FACE OF PROP. BLDG WALLFF=68.00P/L65.99FG65.90TG69.08TW(62.90)FS(62.61)TC(62.03)FL(66.5)TWEXISTINGGROUNDEXISTING WALL TO BE REMOVEDAND REPLACED PER ARCH. PLANEXISTING STREET IMPROVEMENTSTO REMAINSECTION A-ASCALE: 1"=4'2.0%FACE OF PROP. BLDG WALLFF=68.00EXISTINGGROUNDP/L(68.0)NG(66.0)NG70.00TW67.57FL67.66FGEXISTINGFENCEWALL AND FENCEPER ARCH. PLAN2.0%72.00TFSECTION B-BSCALE: 1"=4'FACE OF PROP. BLDG WALLFF=68.00EXISTINGGROUNDP/L67.75TG67.83FS67.80FS73.50TW(74.7)TW(68.4)NGEXISTINGBUILDING(ADJACENTNEIGHBOR)2.0%REMOVE ANDREPLACE EXISTINGWALL PER ARCH. PLANSECTION C-CSCALE: 1"=4'FACE OF PROP. BLDG WALLFF=68.00EXISTINGGROUND67.50GFF67.28GFF67.24FS66.73FS66.65FS66.06FS(66.02)FL1.0%8.5%2.0%10%P/LSECTION D-DSCALE: 1"=4'67.50GFF2C2GRADING PLAN
PRECISE GRADING PLAN
FOR WINKLE RESIDENCE
2130 SANTIAGO DRIVE
NEWPORT BEACH, CA 92660JOB NO.DATESHEET NO.REVISIONS22006NO. REVISION DATESHEET NO. OF 45/23/202228052 CAMINO CAPISTRANO, STE 213
LAGUNA NIGUEL, CA 92677
949.464.8115 info@civilscapes.com
G:\Projects\22006 2130 Santiago Dr, NB\DWG\22006.GRADING.dwg CONSTRUCTION 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 HEREON.RECONSTRUCT DRIVEWAY APRON PER CITY OF NEWPORT BEACH STANDARD DRAWING STD 162.IF 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.CONSTRUCT NEW GAS SERVICE AND METER PER GAS COMPANY'S STANDARDS AND SPECIFICATIONS.CONSTRUCT NEW ELECTRIC SERVICE AND METER PER ELECTRIC COMPANY'S STANDARDS AND SPECIFICATIONS.4-INCH WIDE NDS TRENCH DRAIN W/ LIGHT GREY GRATE.FURNISH & INSTALL 6" NDS SPEE-D BASIN W/6" GREEN ATRIUM GRATE PER DETAIL ON SHEET C3.FURNISH & INSTALL 6" NDS SPEE-D BASIN W/6" BRASS SQUARE GRATE PER DETAIL ON SHEET C3.CONNECT DOWNSPOUT TO ONSITE STORM DRAIN SYSTEM PER DETAIL ON SHEET C3.1234567891011121314TOP OF WALLFINISHED SURFACEFLOW LINEFINISHED GRADEGRADE BREAKHIGH POINTLEGENDINVERTTOP OF GRATEFINISHED FLOOR ELEVATIONTWFSFLFGGBHPINVTGFFTOP OF COPING OR TOP OF CURBTCGARAGE FINISHED FLOORGFFEXISTING GRADEEGEXISTING SPOT ELEVATION( )TOP OF RETAINING WALLTRWTOP OF SLOPETOPTOP OF RAILINGTRTOP OF STEMWALLTSHARDSCAPE PER ARCH. PLANALL 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.***********NATURAL GRADENGFL PERPLAN2% MIN.HARDSCAPE/LANDSCAPEPER PLAN2% MIN.FLOWLINE DETAILNO SCALE51. 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 NOTEPROPERTY LINE AND LIMIT-OF-WORKOREXISTING ELEVATION; CONTRACTOR SHALL FIELDVERIFY ELEVATIONS PRIOR TO CONSTRUCTIONAND REPORT ANY DISCREPANCIES TOCIVILSCAPES ENGINEERING102.6(102.6)PROPOSED WALLBUILDING STEMWALLPA2022-121
IRVINE AVENUESANTIAGO DRIVE UPPROPOSED RESIDENCEFF=68.00FF=68.00POOLTC=67.8366.70TG65.18INV67.25TG65.06INV66.30TG64.98INV66.07TG64.74INV65.90TG64.59INV65.70TG64.39INV65.50TG64.19INV65.30TG63.99INV64.90TG63.79INV-IN59.20INV-OUT64.90TG63.02INV67.69TG64.05INV66.97TG64.82INV67.45TG64.57INV67.75TG64.31INV66.70TG65.00INVAC ACAC(59.67)TC59.08INV(59.04)FL35'1'
3'22'3'12121212121212121212121213131317161662.97INVOUTLET SUBDRAINTHROUGH RISER PIPE TOSTORM DRAIN SYSTEM15151515151515181818S=0.01S=0.01S=0.01S=0.01S=0.01
S=0.01
S=0.01
67.62TG63.70INV67.56TG63.85INV67.68TG63.47INV67.75TG63.31INV67.62TG64.03INV67.62TG64.10INV67.54TG63.63INV68.25TG63.31INV,N/W63.21INV,S12121213131315S=0.01
S=0.01131367.48TG63.82INV67.48TG63.70INV67.48TG63.89INV67.48TG63.77INV121267.48TG63.99INV12121267.60TG63.82INV67.60TG63.72INV67.60TG63.92INV67.54TG63.43INV1224.5'14'LOWFLOW
S=0.01 S=0.01S=0.0115151515121212S=0.013C3STORM DRAIN PLAN
PRECISE GRADING PLAN
FOR WINKLE RESIDENCE
2130 SANTIAGO DRIVE
NEWPORT BEACH, CA 92660JOB NO.DATESHEET NO.REVISIONS22006NO. REVISION DATESHEET NO. OF 45/23/202228052 CAMINO CAPISTRANO, STE 213
LAGUNA NIGUEL, CA 92677
949.464.8115 info@civilscapes.com
G:\Projects\22006 2130 Santiago Dr, NB\DWG\22006.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 SCALE14NDS SPEE-D BASIN DETAILNO SCALE13122% 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 NOTES4-INCH WIDE NDS TRENCH DRAIN W/ LIGHT GREY GRATE.FURNISH & INSTALL 6" NDS SPEE-D BASIN W/6" GREEN ATRIUM GRATE PER DETAIL ON SHEET C3.FURNISH & INSTALL 6" NDS SPEE-D BASIN W/6" BRASS SQUARE GRATE PER DETAIL ON SHEET C3.CONNECT DOWNSPOUT TO ONSITE STORM DRAIN SYSTEM PER DETAIL ON SHEET C3.FURNISH & INSTALL 4-INCH SCH-40 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 PERFORATED PIPE AND GRAVEL TRENCH PER DETAIL HEREON. CONTRACTOR SHALL SCHEDULESOILS ENGINEER TO REVIEW INFILTRATION TRENCH GRADING, EXCAVATION, AND INSTALLATION PER NOTESSHOWN HEREON.CONSTRUCT SIDEWALK & PRIVATE DRAIN THROUGH CURB PER CITY OF NEWPORT BEACH STANDARD DRAWINGSTD 184.FURNISH & INSTALL 4-INCH PERFORATED PVC SUBDRAIN (OR APPROVED EQUAL) PER CPC. INCLUDE REQUIREDJOINTS AND FITTINGS PER CPC. CONSTRUCT TRENCH, BEDDING, AND BACKFILL PER ASTM D 2321 AND SOILSREPORT.1112131415161718TOP OF WALLFINISHED SURFACEFLOW LINEFINISHED GRADEGRADE BREAKHIGH POINTLEGENDINVERTTOP OF GRATEFINISHED FLOOR ELEVATIONTWFSFLFGGBHPINVTGFFTOP OF COPING OR TOP OF CURBTCGARAGE FINISHED FLOORGFFEXISTING GRADEEGEXISTING 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 STEMWALLLANDSCAPE OR HARDSCAPESURFACE PER PLAN3" COVER MINIMUM4" DIA. PERFORATED PVC DRAIN PIPEW/ PERFORATIONS AT BOTTOM3/4" CRUSHED ROCKWRAP SIDES AND BOTTOM OFTRENCH WITH FILTER FABRIC;PROVIDE 4" MINIMUMOVERLAP AT TOP OF TRENCHINFILTRATION AREANO SCALE16PA2022-121
IRVINE AVENUESANTIAGO DRIVE UPPROPOSED RESIDENCEFF=68.00FF=68.00POOLTC=67.83AC ACAC3'22'3'4C4EROSION CONTROL PLAN
PRECISE GRADING PLAN
FOR WINKLE RESIDENCE
2130 SANTIAGO DRIVE
NEWPORT BEACH, CA 92660JOB NO.DATESHEET NO.REVISIONS22006NO. REVISION DATESHEET NO. OF 45/23/202228052 CAMINO CAPISTRANO, STE 213
LAGUNA NIGUEL, CA 92677
949.464.8115 info@civilscapes.com
G:\Projects\22006 2130 Santiago Dr, NB\DWG\22006.GRADING.dwg 1. 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 TOSTREETS, 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 SCALEBAAAABBBBBBBBBBBBBBBBBBBBBBBBBBBBPA2022-121
PRECISE GRADING PLAN
FOR WINKLE RESIDENCE
2130 SANTIAGO DRIVE
NEWPORT BEACH, CA 92660JOB NO.DATESHEET NO.REVISIONS22006NO. REVISION DATESHEET NO. OF 45/23/202228052 CAMINO CAPISTRANO, STE 213
LAGUNA NIGUEL, CA 92677
949.464.8115 info@civilscapes.com
G:\Projects\22006 2130 Santiago Dr, NB\DWG\22006.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 STORM DRAIN PLANC4 EROSION CONTROL PLANSHEET INDEX2130 SANTIAGO DRIVENEWPORT BEACH, CA 92660APN: 117-604-01PRECISE 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, & ARCHITECTEARTHWORK 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: 2130 SANTIAGO DR., NEWPORT BEACHAPN: 117-604-01GENERAL PLAN LAND USE: RS-D SINGLE UNIT RESIDENTIAL DETACHEDZONING DISTRICT: R-1-6000 SINGLE-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 410 CUBIC YARDSRAW FILL0CUBIC YARDSNET 410 CUBIC YARDS (EXPORT)NOTE:SURVEYOR OR ENGINEER SHALL PERMANENTLYMONUMENT PROPERTY CORNERS OR OFFSETSBEFORE GRADING.NO SCALEVICINITY MAPRdM SURVEYING INC.RON MIEDEMA L.S. 465332016 LAKE FOREST DR. #409LAGUNA HILLS, CA 92653949.858.2924SURVEYORPROJECT SITE2130 SANTIAGO DR.PA2022-121
IRVINE AVENUESANTIAGO DRIVE UPPROPOSED RESIDENCEFF=68.00FF=68.00FF=68.00FF=68.00
FF=68.00
FS=67.83
FS=67.83 FS=67.8368.00FF67.50FS6"STEP(66.76)FS2.0%67.36FS69.25TW69.25TW68.50TW68.50TW67.92TW67.92TW66.58TW69.08TW66.58TW69.08TW68.15TW68.15TW67.73TW67.73TW67.29TW67.29TW66.99TW66.99TW66.32TW65.65TW65.08TW68.33TW65.08TW70.00TW68.33TW70.00TW73.50TW70.00TW73.50TW73.50TW70.20TW81.20TW66.32TW65.65TW1.0%FS=67.24 65.85FS(65.81)FL66.29FS(66.25)FL10%10%66.45FS66.89FS66.53FS66.97FSGFF=67.2866.73FS66.91FS5.5%10%2%2%67.73FS67.69FG2%2%POOLTC=67.8367.26FS66.80FS5-1/2"STEP67.34FS66.94FG66.70TG65.18INV67.25TG65.06INV66.30TG64.98INV2.0%66.07TG64.74INV66.00FL65.90TG64.59INV65.70TG64.39INV65.50TG64.19INV65.30TG63.99INV64.90TG63.79INV-IN59.20INV-OUT1.0%2.0%66.33FG66.15FG2.0%
2.0%
2.0%
2.0%65.79FG65.40FG2.0%1.0%1.0%1.0%1.0%65.11FG65.01FG65.71FG64.90TG63.02INV69.50FG68.50FG69.50FG67.83FS67.50FS67.43FG67.69TG64.05INV66.97TG64.82INV67.45TG64.57INV67.75TG64.31INV67.85FL,HP1%1%1.1%67.50FS67.80FS67.80FS67.85FS66.70TG65.00INV2.0%2%
2%AC ACAC7.0%68.30FL17%2%67.83FS67.79FG44444444444411111233333333555555673'22'3'91097121212121212121212121212131313GFF=67.50 67.83FSFS=67.83FF=68.0067.83FSFS=67.83FF=68.0067.83FS67.83FS67.83FS,GB67.83FS2.0%2.0%2.0%2.0%67.83FSFS=67.8368.00FF67.83FS1-1/2"STEP68.00FF67.83FS1-1/2"STEP2.0%2
.
0
%
2
.
0
%2.0%67.62TG63.70INV67.56TG63.85INVLINE OF BUILDING ABOVEGBGBGBGB2%
2%167.73FS67.69FG67.73FS67.69FG67.83FS67.79FG67.68TG63.47INV12%67.75TG63.31INVGBGBGB2.0%2.0%67.62TG64.03INV67.62TG64.10INV2.0%2.0%67.83FS,GB67.83FS,GB67.54TG63.63INV68.25TG63.31INV,N/W63.21INV,S12121213131367.50FG2.0%333368.00FF67.50GFF6"STEP69.25TW70.20TW1313FF=68.00FS=67.83GFF=67.651.0%67.48TG63.82INV67.48TG63.70INV67.48TG63.89INV67.48TG63.77INV121267.48TG63.99INV2%2%67.73FS67.69FG67.73FS67.69FG67.73FS67.69FG12121267.83TC67.83TC67.83TC67.69FG67.83TC67.69FG67.83FS67.79FG67.60TG63.82INV67.60TG63.72INV67.60TG63.92INV67.77FL67.54TG63.43INV122.0%2.0%7.0%5.0%11212123311%2%
FACE OF PROP. BLDG WALLFF=68.00P/L65.99FG65.90TG69.08TW(62.90)FS(62.61)TC(62.03)FL(66.5)TWEXISTINGGROUNDEXISTING WALL TO BE REMOVEDAND REPLACED PER ARCH. PLANEXISTING STREET IMPROVEMENTSTO REMAINSECTION A-ASCALE: 1"=4'2.0%FACE OF PROP. BLDG WALLFF=68.00EXISTINGGROUNDP/L(68.0)NG(66.0)NG70.00TW67.57FL67.66FGEXISTINGFENCEWALL AND FENCEPER ARCH. PLAN2.0%72.00TFSECTION B-BSCALE: 1"=4'FACE OF PROP. BLDG WALLFF=68.00EXISTINGGROUNDP/L67.75TG67.83FS67.80FS73.50TW(74.7)TW(68.4)NGEXISTINGBUILDING(ADJACENTNEIGHBOR)2.0%REMOVE ANDREPLACE EXISTINGWALL PER ARCH. PLANSECTION C-CSCALE: 1"=4'FACE OF PROP. BLDG WALLFF=68.00EXISTINGGROUND67.50GFF67.28GFF67.24FS66.73FS66.65FS66.06FS(66.02)FL1.0%8.5%2.0%10%P/LSECTION D-DSCALE: 1"=4'67.50GFF2C2GRADING PLAN
PRECISE GRADING PLAN
FOR WINKLE RESIDENCE
2130 SANTIAGO DRIVE
NEWPORT BEACH, CA 92660JOB NO.DATESHEET NO.REVISIONS22006NO. REVISION DATESHEET NO. OF 45/23/202228052 CAMINO CAPISTRANO, STE 213
LAGUNA NIGUEL, CA 92677
949.464.8115 info@civilscapes.com
G:\Projects\22006 2130 Santiago Dr, NB\DWG\22006.GRADING.dwg CONSTRUCTION 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 HEREON.RECONSTRUCT DRIVEWAY APRON PER CITY OF NEWPORT BEACH STANDARD DRAWING STD 162.IF 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.CONSTRUCT NEW GAS SERVICE AND METER PER GAS COMPANY'S STANDARDS AND SPECIFICATIONS.CONSTRUCT NEW ELECTRIC SERVICE AND METER PER ELECTRIC COMPANY'S STANDARDS AND SPECIFICATIONS.4-INCH WIDE NDS TRENCH DRAIN W/ LIGHT GREY GRATE.FURNISH & INSTALL 6" NDS SPEE-D BASIN W/6" GREEN ATRIUM GRATE PER DETAIL ON SHEET C3.FURNISH & INSTALL 6" NDS SPEE-D BASIN W/6" BRASS SQUARE GRATE PER DETAIL ON SHEET C3.CONNECT DOWNSPOUT TO ONSITE STORM DRAIN SYSTEM PER DETAIL ON SHEET C3.1234567891011121314TOP OF WALLFINISHED SURFACEFLOW LINEFINISHED GRADEGRADE BREAKHIGH POINTLEGENDINVERTTOP OF GRATEFINISHED FLOOR ELEVATIONTWFSFLFGGBHPINVTGFFTOP OF COPING OR TOP OF CURBTCGARAGE FINISHED FLOORGFFEXISTING GRADEEGEXISTING SPOT ELEVATION( )TOP OF RETAINING WALLTRWTOP OF SLOPETOPTOP OF RAILINGTRTOP OF STEMWALLTSHARDSCAPE PER ARCH. PLANALL 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.***********NATURAL GRADENGFL PERPLAN2% MIN.HARDSCAPE/LANDSCAPEPER PLAN2% MIN.FLOWLINE DETAILNO SCALE51. 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 NOTEPROPERTY LINE AND LIMIT-OF-WORKOREXISTING ELEVATION; CONTRACTOR SHALL FIELDVERIFY ELEVATIONS PRIOR TO CONSTRUCTIONAND REPORT ANY DISCREPANCIES TOCIVILSCAPES ENGINEERING102.6(102.6)PROPOSED WALLBUILDING STEMWALLPA2022-121
IRVINE AVENUESANTIAGO DRIVE UPPROPOSED RESIDENCEFF=68.00FF=68.00POOLTC=67.8366.70TG65.18INV67.25TG65.06INV66.30TG64.98INV66.07TG64.74INV65.90TG64.59INV65.70TG64.39INV65.50TG64.19INV65.30TG63.99INV64.90TG63.79INV-IN59.20INV-OUT64.90TG63.02INV67.69TG64.05INV66.97TG64.82INV67.45TG64.57INV67.75TG64.31INV66.70TG65.00INVAC ACAC(59.67)TC59.08INV(59.04)FL35'1'
3'22'3'12121212121212121212121213131317161662.97INVOUTLET SUBDRAINTHROUGH RISER PIPE TOSTORM DRAIN SYSTEM15151515151515181818S=0.01S=0.01S=0.01S=0.01S=0.01
S=0.01
S=0.01
67.62TG63.70INV67.56TG63.85INV67.68TG63.47INV67.75TG63.31INV67.62TG64.03INV67.62TG64.10INV67.54TG63.63INV68.25TG63.31INV,N/W63.21INV,S12121213131315S=0.01
S=0.01131367.48TG63.82INV67.48TG63.70INV67.48TG63.89INV67.48TG63.77INV121267.48TG63.99INV12121267.60TG63.82INV67.60TG63.72INV67.60TG63.92INV67.54TG63.43INV1224.5'14'LOWFLOW
S=0.01 S=0.01S=0.0115151515121212S=0.013C3STORM DRAIN PLAN
PRECISE GRADING PLAN
FOR WINKLE RESIDENCE
2130 SANTIAGO DRIVE
NEWPORT BEACH, CA 92660JOB NO.DATESHEET NO.REVISIONS22006NO. REVISION DATESHEET NO. OF 45/23/202228052 CAMINO CAPISTRANO, STE 213
LAGUNA NIGUEL, CA 92677
949.464.8115 info@civilscapes.com
G:\Projects\22006 2130 Santiago Dr, NB\DWG\22006.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 SCALE14NDS SPEE-D BASIN DETAILNO SCALE13122% 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 NOTES4-INCH WIDE NDS TRENCH DRAIN W/ LIGHT GREY GRATE.FURNISH & INSTALL 6" NDS SPEE-D BASIN W/6" GREEN ATRIUM GRATE PER DETAIL ON SHEET C3.FURNISH & INSTALL 6" NDS SPEE-D BASIN W/6" BRASS SQUARE GRATE PER DETAIL ON SHEET C3.CONNECT DOWNSPOUT TO ONSITE STORM DRAIN SYSTEM PER DETAIL ON SHEET C3.FURNISH & INSTALL 4-INCH SCH-40 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 PERFORATED PIPE AND GRAVEL TRENCH PER DETAIL HEREON. CONTRACTOR SHALL SCHEDULESOILS ENGINEER TO REVIEW INFILTRATION TRENCH GRADING, EXCAVATION, AND INSTALLATION PER NOTESSHOWN HEREON.CONSTRUCT SIDEWALK & PRIVATE DRAIN THROUGH CURB PER CITY OF NEWPORT BEACH STANDARD DRAWINGSTD 184.FURNISH & INSTALL 4-INCH PERFORATED PVC SUBDRAIN (OR APPROVED EQUAL) PER CPC. INCLUDE REQUIREDJOINTS AND FITTINGS PER CPC. CONSTRUCT TRENCH, BEDDING, AND BACKFILL PER ASTM D 2321 AND SOILSREPORT.1112131415161718TOP 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 STEMWALLLANDSCAPE OR HARDSCAPESURFACE PER PLAN3" COVER MINIMUM4" DIA. PERFORATED PVC DRAIN PIPEW/ PERFORATIONS AT BOTTOM3/4" CRUSHED ROCKWRAP SIDES AND BOTTOM OFTRENCH WITH FILTER FABRIC;PROVIDE 4" MINIMUMOVERLAP AT TOP OF TRENCHINFILTRATION AREANO SCALE16PA2022-121
IRVINE AVENUESANTIAGO DRIVE UPPROPOSED RESIDENCEFF=68.00FF=68.00POOLTC=67.83AC ACAC3'22'3'4C4EROSION CONTROL PLAN
PRECISE GRADING PLAN
FOR WINKLE RESIDENCE
2130 SANTIAGO DRIVE
NEWPORT BEACH, CA 92660JOB NO.DATESHEET NO.REVISIONS22006NO. REVISION DATESHEET NO. OF 45/23/202228052 CAMINO CAPISTRANO, STE 213
LAGUNA NIGUEL, CA 92677
949.464.8115 info@civilscapes.com
G:\Projects\22006 2130 Santiago Dr, NB\DWG\22006.GRADING.dwg 1. 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 TOSTREETS, 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 SCALEBAAAABBBBBBBBBBBBBBBBBBBBBBBBBBBBPA2022-121