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20210511_Plans_36x42
PA2021-112PROJECT DESCRIPTION: THE PROJECT CONSISTS OF COMPLETE REMOVAL OF THE EXISTING TWO STORY BUILDING, AND DEVELOPING A NEW TWO-STORY HOUSE OF 2,640 SQ. FT. (TOTAL ENCLOSED AREA) IN MODERN STYLE OF ARCHITECTURE. THE FIRST FLOOR WILL CONSIST OF A LIVING ROOM, DINING ROOM, KITCHEN, A POWDER ROOM, THE 2-CAR GARAGE. AND A PATIO. TIHE SECOND FLOOR WILL CONSIST OF A MASTER BEDROOM INCLUDING MASTER BATH AND WALK-IN CLOSET, TWO GUEST BEDROOMS 111TH INDIVIDUAL CLOSETS AND BATHROOMS, A LAUNDRY ROOM, AND A BALCONY. THE SCOPE ALSO CONSISTS A CABANA WITH BATHROOM, AND A PARTIALLY COVERED DECK ON THE ROOF LEVEL INCLUDING A BBQ COUNTER WITH SINK; FIRE PIT, AND A HOT TUB. A STAIR AND A 2-3 PASSENGER ELEVATOR PROVIDE ACCESS TO ALL LEVELS. SEE AREA TABULATION UNDER BUILDING ANALYSIS FOR AREA BREAKDOWN. BUILDING ANALYSIS PROJECT ADDRESS: OWNER: BUILDING TYPE: ZONING DISTRICT: LOT SIZE: ASSESSOR PARCEL NUMBER: ALLOWABLE AREA: OPEN VOLUME AREA REQUIREMENT: ALLOWABLE 3RO FLR AREA: ALLOWABLE 3RD FLR & DECK COVER BUILDING HEIGHT: NUMBER OF STORY(S): AREA TABULATION: FIRST FLOOR LIVABLE & GARAGE: GARAGE: SECOND FLOOR (ENCLOSED): CABANA @ THIRD FLOOR (ENCLOSED): TOTAL (ENCLOSED): CABANA @ ROOF DECK COVER: SECOND FLOOR BALCONY: ROOF DECK: OPEN VOLUME AREA PROv1DED: 114 E OCEANFRONT NEWPORT BEACH, CA. MR. ROBERT J HALL NEWPORT HOMES DEVELOPMENT, LLC 755 W 17TH SIBEET, UNIT H COSTA MESA, CALIFORNIA 92627 TEL: 714-292-0419 TYPE V R-1 SINGLE-UNIT RESIDENTIAL 30'-o" X 70'-o" = 2,100 SQ. FT. 048 074 09 1,320 X 2 = 2,640 SQ. FT. 198 SQ. FT. (@ 15% OF BUILDABLE AREA) 264 SQ. FT. (@ 20% OF BUILDABLE AREA) 660 SQ. FT. 24'-o" FLAT / 29'-o" SLOPED THREE 1,174 SQ. FT. (2 CAR) 1,265 SQ. FT. 201 SQ. FT. 2,640 SQ. FT. 491 SQ. FT. 74 SQ. FT. 1,046 SQ. FT. 206 SQ. FT. (1 ST FLR CAR PORT & ENTRY: 137 + 2ND FLR LOW ROOF ABOv1E ENTRY: 25 SQ. FT. + 2ND FLR DECK: 25 SQ. FT. & OPEN STAIR @ 7.5' BELOW 24' HT LIMIT: 19 SQ. FT.) GRADE ELEVATIONS @ LOT CORNERS POINT A: 11.40 FS POINT B: 12.03 FS POINT C: 11.31 FS POINT D: 12.06 FS GRADE AVERAGE POINTS: 11.7 SITE GENERAL NOTES: 1. REHABILITA TIED LANDSCAPE IS LESS THAN 500 SQ.FT. SEE CIVIL DWGS FOR DETAILS. 2. PROVIDE DRAINAGE AWAY FROM THE BUILDING AT SLOPE ¼" PER FOOT MIN -SEE CIVIL & GRADING PLANS/DWGS. 3. SEE TOPOGRAPHICAL SURVEY ON SHEET 1 OF 1 FOR EXISTING SITE FEATURES & ELEVATIONS; C-1, C-2, & C-3 FOR GRADING, DRAINAGE, AND EROSION CONTROL PLANS; A1.2 FOR HARDSCAPE PLAN, AND L-1 & L-2 FOR LANDSCAPE AND PLANTING PLAN. 4. SEE FIRST FLOOR PLAN ON A2.1 FOR ENLARGED SCALE PLAN WITH DIMENSIONS, NOTES AND DETAIL REFERENCES. 5. ALL PLANTING OUTSIDE THE EXTEND OF WORK IS TO REMAIN IN PLACE. D .. <I· 7. 4 • <I ..... ... .... .. .. .... . ... .. ... .. >-<I llJ _J ...J' <( <I, ... . <I .... ' .. . ' ... .. ' -I b "' .. .... I I ... ... s·-o·~ ... C ' 0 I ;.-, .. <I 0 in I 1o ' "' <>,. I 1x, .. ·4 .. .J C: .. .. . .. . ... "<I .a I. ... _, ... .. l<:l .. _ ... . .. i" . I ... 31'-7" .. ... ... ·s·-o" " . ... -CARPO T 19'-2" 2 CAR GARAGE ------2'-6" 2'-6" 10'-o" 16'-7 1/2" 2' 2 1/2" ± ... P.L. ---- --ON ENTRY HALL BAR 0 POWDER REF L ____ _ -- -- -- --P.L. 54'-8" ADJACENT BLDG -TYP (N) CMU -TYP (E) CMU FENCE WALL TO REMAIN, FINISH WITH STUCCO 0/ NEW CONST. SIDE TO MATCH (N) BLDG WALL· V.W.O -TYP 23'-5" ADJACENT BLDG -TYP UP LIVING ROOM IFIN, FLR. EL,., 12.7'1 KITCHEN mNG Rm lo o0 -- -- --D.S. TYP 4"± 3'-0" SHEET INDEX ARCHITECTURAL A 1.1 A 1.1.1 A1.2 A2.1 A3.1 A4.1 A5.1 SITE PLAN SITE / DEMO PLAN HARDSCAPE PLAN & SITE DETAILS FIRST & SECOND FLOOR PLANS CABANA, ROOF DECK & ROOF PLANS EXTERIOR ELEVATIONS BUILDING SECTIONS LANDSCAPE PLANTING PLAN L-1 CONCEPTUAL PLANTING DESIGN L-2 CONCEPTUAL PLANTING DESIGN -ROOF DECK L-3 PLANTING IMAGERY CIVIL 1 OF1 TOPOGRAPHIC SURVEY C-1 GENERAL NOTES GRADING PLAN C-2 C-3 EROSION CONTROL PLAN 10'-0" ... .. .. 4 <>,q .. <II <I D ... .. .. ... 4 <I . .. ' ..... ,' " ... <I' ... .. .. ... <I ' <I .. .. ..... ' ' .. 4 >-, . .. .. <l .. <t ' -~ _ ... '<I .... _J 1~ 'ii .. . ---... <I w ... --.. .. ... .. <I ' ... ::I ' ... . .. ... . .. <I ' ... ... 4 ... ... .. .. ' ... . .. 7'-0" .. ... . ... .<I .._ .. ... .... . <I<>. ,o, ... .. ~ "" :::c (.) <( w Ill N z 0 -l-o => a:: I-C/) z 0 (.) a:: 0 LL l-o z I en 1-z -a:: Cl. en en w a:: (.9 ~1----=.S_IT_E_P_L_A_N______________ 0 2 4 8 12 SCALE: 1/4": 1'-0" g V Scale: 1/4" = 1'-0" LI.. ..__ _________________________________________________________________________ .... a.. NEWPORT HOMES DEVELOPMENT LLC BEACH HOUSE: 114 OCEANFRONT NEWPORT BEACH, CALIFORNIA 92661 www.a-architects.com D D ~□~□ er@lli) □u®@u~~ □ CFO@□ 1601 Dove Street, Suite 255, Tel: 949-955-9070 Newport Beach, CA. 92660 Mobile: 949-689-7999 C 24129 * THIS MID ALL OTHER PROJECT DOCUMENTS AND ALL IDEAS, AESTHETICS AND DESIGNS INCORPORATED THEREIN ARE REVISION DESCRIPTION DATE REVISION DESCRIPTION DATE INSTRUMENTS OF SERVICE. ALL PROJECT DOCUMENTS ARE THE REGISTERED PROPERTY OF AZIZI ARCHITECTS, INC. r,---1=========~---t===-j-----j---------------t-----j (AA)AND CANNOT BE LAWFULLY USED IN WHOLE OR IN PART 1 PRELIMINARY DESIGN REVIEW 02/01/2021 FOR ANY PROJECT OR PURPOSE EXCEPT AS DESCRIBE□ IN THE CON'TRACTUAL AGREEMENT BETWEEN AA AND THE CLIENT. AA HEREBY GIVES FORMAL NOTICE THAT J,J,IYSUCH r.-2---lcc=o=p~Af'=P=L~lc=A=T~IO~N~------lco=s,~1=0,2=0=271 t----t---------------t----, PROJECT DOCUMENT USE, REPRODUCTION, OR MODIFICATION (MISUSE) IS NOT ONLY UNLAWFUL BUT ALSO ~---t--------------t-----j-----j---------------t-----j AUTOMATICALLY BINDS ALL PARTIES INVOLVED WITH I MISUSE TO FULLY INDEMNIFY AND DEFEND AA AND M'S CONSULTANTS TO THE MAXIMUM LEGAL EXTENT AGAINST AU_ LOSSES, DEMANDS, CLAIMS OR LIABILITIES ARISING f----f--------------t-----j-----j-----------7----, DIRECTLY OR INDIRECTLY FROM PROJECT DOCUMENT MISUSE. PROJECT DOCUMENTS DESCRIBE DESIGN INTENT OF WORK AND ARE NOT A REPRESENTATION OF THE f----f------------+---+----+-------------t-----j AS-BUil T OR EXISTINC3 CONDITIONS. AA AND AA'S CONSULTANTS MAKE NO REPRESENTATIONS CONCERNING THE ACCURACY OF DOCUMENTS AND ARE NOT f----t--------------t-----j-----j---------------t----, RESPONSIBLE FOR ~V DISCREP~CIES BETWEEN PROJECT DOCUMENTS AND THE EXISTING CONOITIONS. SHEET TITLE: SITE PLAN PROJECT DESCRIPTION BUILDING ANALYSIS JOB NAME: NHO BEACH HOUSE JOB NO.: 2112-NHD DATE: 02/01/2021 DRAWN BY: DV, JS, MH CHECKED BY: MA FILE NAME: SHEET NO.: A 1 .1 PA2021-112NEWPORT HOMES DEVELOPMENT LLC BEACH HOUSE: 114 OCEANFRONT NEWPORT BEACH, CALIFORNIA 92661 D ~ <I ,'4 '4 .. .. <I 4 ... 4. .. .. 4 .. .. -1' <1-. " I 4 ~ 4 I 4 .. ,4 .. . . '' .. ' . 4 '. 4 ... 4 . ... 4 . . .. 4 . 4 .. 4 ' . . _I I ' .. -D -... -------4· ----:,;·,. --__ -gG'G°' -"' --_ ---_--"' .-.. -. "--• J . . . <I ' ' ..a':.::--_:__ - -.....:.. - . -4-_! - - - - - --.-.-- ----';------4----:_~ - - - -~ - - - -....:... - -......e-~ - -~ -1~ '---~ 4-~-~---;--:. -.-" . <I " "-· I "' -----1~ -----,;-· -4--,7"' <I . ~ . <I .. ----r -..J --· .... "'!!!!!..--~------__-z:7...; - - -...;_ ___ - - - ------ - -<I 0 <l ,,,1 I <I I 4 4, . <l ... --C() 0 <10 Ci') .. ~· 0 .. 0 Ul _('()· <I 0 .... C() 4 ['-.. z " 4 <I <I "'I I <I I I v I -<I" I " <I . <I~ --~ ---- - -_4_ -_J ! i I " I DOTTED LINES SHOW (E) SITE FEATURES --✓ INCLUDING STRUCTURE AND PAVEMENTS TO BE COMPLETELY REMOVED U.N.O. -REFER TO SURVEY MAP FOR (E) FEATURES; AND PROPOSED SITE PLAN INCLUDING HARDSCAPE PLAN FOR FURTHER INFORMATION ;J,,OS,2 Zo I IN ', .. ... ¾ .. ' .-. ... 4 . <I 4 . 4 .' . < . . .. ,-4 .. 4 .. <I . 4 4 <I .. \ \ .. ,. 4 .. ,, __ <I <I D D / ' 1 SITE DEMO PLAN Scale: 1/4" = 1 '-0" THIS MID ALL OTHER PROJECT DOCUMENTS AND ALL IDEAS, AESTHETICS AND DESIGNS INCORPORATED THEREIN ARE REVISION INSTRUMENTS OF SERVICE. ALL PROJECT DOCUMENTS ARE ;J,,-17 I ,SZo I IN DESCRIPTION DATE . .. ·. . di -., . ' .. " ,4 __ , -.. .. .. 4 . .. IQ\ . -REVISION DESCRIPTION DATE .. .. .. <I 4 <I 4 .. .. 4 .. .<I .. . 4 . .. 4 .., • <I 4<I ,• 4 -<I " .. ·-4 . <I . 4 '• 4 .. _..,, .. .. 4 . ... .. , .. <I ' 4 4 . . <I" 4 ... --4 4 .. " "-... . 4. ,. <14 ... . .... SHEET TITLE: 0 I ~□~□ THE REGISTERED PROPERTY OF AZIZI ARCHITECTS, INC. r7---t.=========c------t===:-t-------j-------------j--------j (AA)AND CANNOT BE LAWFULLY USED IN WHOLE OR IN PART 1 PRELIMINARY DESIGN REVIEW 02/01/2021 FOR ANY PROJECT OR PURPOSE EXCEPT AS DESCRIBED IN THE CON'TRACTUAL AGREEMENT BETWEEN AA AND THE CLIENT. AA HEREBY GIVES FORMAL NOTICE THAT J,J,IY SUCH r.2---+c=o=p=Af'=P=L~1c=A~T=1o=N~--------to~5~,1~0,~2=02=1ct-------j-------------j--------j SITE DEMO PLAN www.a-architects.com er@lli) □u®@u~~ □ CFO@□ 1601 Dove Street, Suite 255, Tel: 949-955-9070 Newport Beach, CA. 92660 Mobile: 949-689-7999 C 24129 * PROJECT DOCUMENT USE, REPRODUCTION, OR MODIFICATION (MISUSE) IS NOT ONLY UNLAWFUL BUT ALSO ~---+---------------j----ct-------j-------------j--------j AUTOMATICALLY BINDS ALL PARTIES INVOLVED WITH I MISUSE TO FULLY INDEMNIFY AND DEFEND AA AND M'S CONSULTANTS TO THE MAXIMUM LEGAL EXTENT AGAINST AU_ LOSSES, DEMANDS, CLAIMS OR LIABILITIES ARISING f----+---------------j----ct-------j-------------j--------j DIRECTLY OR INDIRECTLY FROM PROJECT DOCUMENT MISUSE. PROJECT DOCUMENTS DESCRIBE DESIGN INTENT OF WORK AND ARE NOT A REPRESENTATION OF THE f-----+-------------+---+----+------------t--------j AS-BUil T OR EXISTINC3 CONDITIONS. AA AND M'S CONSULTANTS MAKE NO REPRESENTATIONS CONCERNING THE ACCURACY OF DOCUMENTS AND ARE NOT f----+---------------j----ct-------j-------------j--------j RESPONSIBLE FOR ANY DISCREPANCIES BETWEEN PROJECT DOCUMENTS AND THE EXISTING CONDITIONS. 2 4 8 I I I N 12 I SCALE: 1/4": 1'-0" JOB NAME: NHD BEACH HOUSE JOB NO.: 2112-NHD DATE: 02/01/2021 DRAWN BY: DV, JS, MH CHECKED BY: MA FILE NAME: SHEET NO.: A1.1.1 z 0 -l-o => Cl::'. I-C/) z 0 (.) Cl::'. 0 LL l-o z I Cl) 1-z -Cl::'. Cl. Cl) Cl) w Cl::'. (.9 0 Cl::'. Cl. PA2021-112SITE GENERAL NOTES: 1. 2. 3. REHABILITATED LANDSCAPE IS LESS THAN 500 SQ.FT. SEE CIVIL DWGS FOR DETAILS. PROVIDE DRAINAGE AWAY FROM THE BUILDING AT SLOPE ¼" PER FOOT MIN -SEE CIVIL & GRADING PLANS/DWGS. SEE TOPOGRAPHICAL SURVEY ON SHEET 1 OF 1 FOR EXISTING SITE FEATURES & ELEVATIONS; C-1, C-2, & C-3 FOR GRADING, DRAINAGE, AND EROSION CONTROL PLANS; A1.2 FOR HARDSCAPE PLAN, AND L-1 & L-2 FOR LANDSCAPE AND PLANTING PLAN. 4. SEE FIRST FLOOR PLAN ON A2.1 FOR ENLARGED SCALE PLAN WITH DIMENSIONS, NOTES AND DETAIL REFERENCES. 5. ALL PLANTING OUTSIDE THE EXTEND OF WORK IS TO REMAIN IN PLACE. ' <D I "' GLASS RAILING SEE ELEVATION --~ FDR SIM NOTES NOTES: GLASS, BASE SHOE & ORAIN BLOCK SHALL BE INSTALLEO PER C.R. LAURENCE SPECIFlCATION & INSTALLATION MANUAL -TYP $ B5S SERIES SQUARE BASE SHOE SEE ELEVATION FDR SIM NOTES DRAIN BLOCK BSDB38 AT r-o· O.C. PER MFR, SEE ELEVATION FDR SIM NOTES . ~ DRIP -CONTINUOUS EXISTING F.S. SEE GRADING PLAN EXTERIOR PLASTER FINISH TO MATCH EXTERIOR WALL CONCRETE SLAB 0/GRADE SEE STR DWGS " I I, "' 1::-., 1 " .C......,<---;f.· .• 2 1/ " 2 2" -.. : .. :·-•··'·· . ~-.. '. 4 ~ >-I "' "' <( ...J t'.) ...J <( ::, >-u <( -~ I "' \o -----,,, <'.'.\ 5 HANDRAIL DETAIL Scale: 3" = 1'-0" <J '----EASE & POLISH All EXPOSED GLASS EDGES TYP STONE FINISH (VWO) SLIP RESISTANT 0/ MORTAR BED 0/ CONCRETE SLAB SLOPE )," /FT MIN SEE GRADING PLAN .. ,. . . , ... ,-. . : . ·• • .. -.. ~,, ···•: .. <J 4 <'.'.\ 4 <J ·4 • • • . . • 1-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111 6 SCREEN WALL PARTIAL ELEVATION Scale: 1/2" = 1 '-0" PRECAST STONE CAP TO MATCH (E) FENCE WALL @WESTSIDE PROPOSED 4" CMU --FENCE WALL W/ EXTERIOR CEMENT PLASTER FINISH BOTH SIDES, PAINT PER OWNER -SEE STR. DWGS. CONG. SIDE WALK W/ -~ STEPS WHERE OCCUR SEE STR. & CIVIL DWGS. (E) SIDE WALK (E) CONG. TO BE REPAIRED OR REPLACED AS NEEDED - -ffi-ffi-11 4 • I I I I I ., • •· ,. • , ~ a. /: -X <( ::, b I <D •• , ,I rn --111 Ii' 111Ii'11111 11 i' 11111 111=111= REINFORCED CONCRETE FOUNDATION -SEE STR DWGS -I .. • .. ' .. ' . ... I . ... 4 .. ... .. ... ' 4 :.,· I .... ... ... .. .. 40 .. ... ... -4 . ... .... ... ... ... ..... ... <I .. ... ... .... ... .. ... .. ... I. n GLASS RAILING NOTES: 1. COORDINATE GLASS RAILING SIZE AND INSTALLATION WITH BASE SHOE MFR (C.R. LAURENCE) SPECS, INSTALLATION GUIDELINES AND BUILDING CODE REQUIREMENTS. 2. FIELD VERIFY ALL AS-BUILT CONDITIONS / SIZES / ROUGH FRAMED LOW WALLS AND BALCONIES. SUBMIT SHOP DRAWINGS FOR APPROVAL. 3. SAFETY GLAZING (TEMPERED) REQUIRED FOR ALL RAILINGS. 4. SUBMIT GLASS SAMPLE TO ARCHITECT / OWNER FOR APPROVAL PRIOR TO FABRICATION. ... 16" BllX " CARPO T 2 CAR GARAGE DN ENTRY HALL ... 0 POWDER -- -- -- -- --A [°] BAR --7' rc-7 REF .. _. • I I L ____ _ -- --,..---_ FENCE WALL BEYOND GLASS RAILING AT FRONT PATIO GLASS GATE F.S. S3EE GRADING PLAN 3 GLASS RAILING AT FRONT PATIO Scale: 1/4" = 1 '-0" UP LIVING ROOM ,I II KITCHEN mNGR~ lo o0 II ------• I I • • 0 <D • I I <D <O "' I st G EL. 11. 7' .. • ... ... .... ... 4 $ ., < .. ... ::I . ... ~ ' .. .. 4· ... .. ... "' .. .4 z 0 -l-o => 0:: I-C/) z 0 (.) 0:: 0 LL l-o z I en 1-z -0:: Cl. en en w 0:: (.9 :a:~~1~-~ WALL SECTION 1 ~~~~~~APE PLAN PLAN NORTH N EE> ~ ----------------------------------------------------------------------------------------0.. NEWPORT HOMES DEVELOPMENT LLC BEACH HOUSE: 114 OCEANFRONT NEWPORT BEACH, CALIFORNIA 92661 www.a-architects.com D D ~□~□ er@lli) □u®@u~~ □ CFO@□ 1601 Dove Street, Suite 255, Tel: 949-955-9070 Newport Beach, CA. 92660 Mobile: 949-689-7999 C 24129 * THIS MID ALL OTHER PROJECT DOCUMENTS AND ALL IDEAS, AESTHETICS AND DESIGNS INCORPORATED THEREIN ARE REVISION DESCRIPTION DATE REVISION DESCRIPTION DATE INSTRUMENTS OF SERVICE. ALL PROJECT DOCUMENTS ARE THE REGISTERED PROPERTY OF AZIZI ARCHITECTS, INC. (AA)ANDCANIIIOTBELAWFULLYUSEDIIIIWHOLEORINPART +-, ---+P=R=E~Ll~M~,N=A=Rv=□E=s~,G=N~R=E~v=,E=w~-+0=2/0=112~0~,,----+-----------+----< FOR ANY PROJECT OR PURPOSE EXCEPT AS DESCRIBE□ IN THE CON'TRACTUAL AGREEMENT BETWEEN AA AND THE CLIENT. AAHEREBYGIVEs F□RMAL 111□11CE THAT J,J,IYsucH >-2---+c-□-P-AP-PL-IC_A_T-10-N------+0-5,-1-0,2-0-21--+----+-----------+----< PROJECT DOCUMENT USE, REPRODUCTION, OR MODIFICATION (MISUSE) IS NOT ONLY UNLAWFUL BUT ALSO AUTOMATICALLY BINDS ALL PARTIES INVOLVED WITH t--,----+-----------+---t----+-----------+-----i MISUSE TO FULLY INDEMNIFY AND DEFEND AA AND M'S CONSULTANTS TO THE MAXIMUM LEGAL EXTENT AGAINST AU_ LOSSES, DEMANDS, CLAIMS OR LIABILITIES ARISING f----+-----------+---t----+-----------+-----i DIRECTLY OR INDIRECTLY FROM PROJECT DOCUMENT MISUSE. PROJECT DOCUMENTS DESCRIBE DESIGN INTENT OF WORK AND ARE NOT A REPRESENTATION OF THE f----+-----------+---1----+-----------+----I AS-BUil T OR EXISTINC3 CONDITIONS. AA AND AA'S CONSULTANTS MAKE ND REPRESENTATIONS CONCERNING THE ACCURACY OF DOCUMENTS AND ARE NOT f----+-----------+---t----+-----------+-----i RESPONSIBLE FOR ~V DISCREP~CIES BETWEEN PROJECT DOCUMENTS AND THE EXISTING CONDITIONS. SHEET TITLE: HARDSCAPE PLAN SITE DETAILS JOB NAME: NHO BEACH HOUSE JOB NO.: 2112-NHD DATE: 02/01/2021 DRAWN BY: DV, JS, MH CHECKED BY: MA FILE NAME: SHEET NO.: A 1.2 PA2021-112FLOOR PLAN KEYNOTES [I] [I] EXISTING FENCE TO REMAIN STONE BASE, SEE ELEVATIONS, EXTEND SLAB TO SUPPORT STONE, SEE DETAIL 01/ A10.1 [}] GATE SEE ELEVATIONS GJ LINE OF ROOF ABOVE @J LINE OF SECOND FLOOR ABOVE [§J EXTERIOR WALL BELOW SHOWN DOTTED [I] TAN KLESS WATER HEATER, WALL MOUNTED, VERIFY SIZE & FUEL TYPE W/OWNER [§J STONE COLUMN, SEE ELEVATIONS ~ [IQ] [ill lg] [i] ~ ~ Im EDGE OF BALCONY ABOVE METAL ROOFING SYSTEM, SEE ELEVATIONS, SECTIONS, & DETAILS FLOOR DRAIN W/ OVERFLOW PAN UNDER WASHER GARDEN \\1NDOW: THE INT. SURFACE SHALL BE ELEVATED A MIN. OF 18" ABOVE THE ADJACENT FINISHED FLOOR SURFACE IN-WALL DRAIN TO TIE INTO STORM DRAIN STEEL TUBING, SEE ELEVATIONS GUTTER DOWN SPOUT TO BE DIRECTED TO PERMEABLE SURF ACES SUCH AS VEGETATED & GRASSY AREAS TO MINIMIZE ADVERSE WATER QUALITY. SEE CIVIL DWGS. 3'-6" HIGH EXTERIOR RAILING, SEE ELEVATIONS FRAME FOR SKYLIGHT ABOVE DOGGIE DOOR, SEE OWNER VENT, SEE ELEVATIONS PARAPET, SEE ELEVATIONS NEW FENCE PER SEE Al.2 ALL INT. WALLS & CEILINGS TO BE 5/8" "X" GYP. BD. ONE HOUR ASSEMBLY TYPE ~ ROOF DRAIN & OVERFLOW. ~ TILE PAVER ON WATER PROOFING, SEE SECTIONS ~ LINE OF STAIR ABOVE ~ ~ ~ ~ Im INTERIOR HANDRAIL, SEE 07/Al0.2 18" TOWEL BAR @ 52" A.F.F. STONE PAVER 30" X 30" ACCESS PANEL, SEE CEILING PLAN LINE OF SOFFIT /BEAM ABOVE , SEE CEILING PLANS FACTORY-BUILT FIREPLACE AND CHIMNEY SHALL BE LISTED AND ~ INSTALLED IN ACCORDANCE 111TH THEIR LISTING AND MANUFACTURER INSTRUCTIONS. SEE PLANS FOR TYPE AND MODEL #-~ UNDER SLAB DRYER VENT, SEE DETAIL 2/A10.2, USE 6" DIA. DUCT OR INSTALL BOOSTER FAN IF REQUIRED BY INSPECTOR ~ 3'-1" HIGH FIRE BOX (VERIFY) ~ RAISED STONE HEARTH ~ FIREPLACE SURROUND, SEE 1.D. DRAWINGS ~ FIREPLACE MANTLE, SEE I.D. DRAWINGS ~ WALL ABOVE MANTLE, SEE I.D. DRA\\1NGS ~ RECESSED TOILET PAPER DISPENSER @QI INSULATED FLUE @J SHOWER SEAT, SEE INTERIOR DRA\\1NGS @j FURNITURE, BY INTERIOR DESIGNER [TI] CABINETRY, SEE I.D. DRAWINGS [B SHELVING, SEE 1.D. DRAWINGS @] RANGE HOOD, SEE I.D. DRAWINGS ~ MIRROR, SEE I.D. DRA\\1NGS [m 1 S.S. CLOTHES POLE 12" FROM THE WALL AND 1 SHELF 16" WIDE ~ ~ ~ @iJ ~ ~ 1B] ~ ~ @II ~ ~ @21 @TI RETRACT. CLOTHES POLE SEE I.D. DRAWINGS SINGLE HUNG CHROME CLOTHES POLE AT 67" DOUBLE HUNG CHROME CLOTHES POLE WITH SHELF ABOVE, SEE I.D. DRAWINGS WALL, SEE LANDSCAPE DWGS S.S. MOP SINK. SEE OWNER FAU/ WATER HEATER/ PLUMBING VENT/ FLUE NOSING SHOWN DOTTED, SEE 11/A10.2 SURFACE MOUNT TOILET PAPER HOLDER STONE BASE RETURN SHOWN DOTTED 1" MAX. DROP AT THRESHOLD FOR EXTERIOR DOOR 24" TOWEL BAR @ 36" A.F.F. 30" TOWEL BAR @ 48" A.F.F. 18" TOWEL BAR @ 36" A.F.F. 18" TOWEL BAR BELOW VANITY TOP NEWPORT HOMES DEVELOPMENT LLC BEACH HOUSE: 114 OCEANFRONT NEWPORT BEACH, CALIFORNIA 92661 'o I ;,, in I ;,., 4 • "' I N • N ....._ -N I 0 -• ~ -N I 0 -.... I N 2'-Q" -1------- -- -- -- -- -- -- -- -- --I I -b_g_J 4 \ f ~ 32 I I I I ' 1-1-,., ,----, -, ' • • ~c 7-' ----' I '¼1 + \ ' ~ -----== ~ I ~ -$ □ TV F.P. 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I \ I I 11 5 r--~ CARPORT 1--DN , \ \ \ ( II I ' \ I I I II I I .... .... ' \ 'J_II_\L_L__L__L-'sl'-----J------,J I I I • • I 3 I I ---.... .,, ,,,,,. ..... .._ ~1--+---tl -'I.----~~---r::==f==============:::;-i=r--F~b,--J:,,--1 " ~ 1 cl I ~ -.,,'.,-\fE\ BAR ELEV +--<!UP>---ll I ~ I / ~--j\ ~~-\-\ 1;,_ II • IX) I IX) -I I _j a:I I I I I ~TRY ~ '-..._. ',,, LIVING ROOM I 19'-2" ~ ,.,. I ~. ~ _j ai ui I I '"' I ;... 2 CAR GARAGE -,------__ -( HALL BAR 7r--,_/f. 0 ~DER~ -----------, 1, 7 ~-~ r -7 I II I Oiol I )( 1, II I LJ L .oJI KITCHEN REF L------1~ ~ ----~ I I I I I I _j a: I I 0 I -.,. N I I -'l.-......ll,---,;1---..J--~~~~;;t:=~============~---f-=-~=:::====E::3:::::::=======:::::::::::::::::::::::::============:::;u;::==:;L~~::-__ J _ S B.L. ____ -1:-----a•~.-a I I _) I - ----- ----- ----- ----- ----- ----- ----~I----- -_____ I fJ I ~ ------------I -'l..--"'-'l..----~1-----6;;-www.a-architects.cam 3 , ........ _,, {'----'116 TYP D D ~□~□ er@lli) □u®@u~~ □ CFO@□ 1601 Dove Street, Suite 255, Tel: 949-955-9070 Newport Beach, CA. 92660 Mobile: 949-689-7999 C 24129 * P.L. 7'-o" 69'-11~" 0,_~_1_1~-:-.~-,~--o~-. O_O_R_P_L_A_N __ THIS MID ALL OTHER PROJECT DOCUMENTS AND ALL IDEAS, AESTHETICS AND DESIGNS INCORPORATED THEREIN ARE REVISION DESCRIPTION DATE REVISION DESCRIPTION DATE INSTRUMENTS OF SERVICE. ALL PROJECT DOCUMENTS ARE THE REGISTERED PROPERTY OF AZIZI ARCHITECTS, INC. (AA)AND CANIIIOT BE LAWFULLY USED IN WHOLE OR IN PART >-, ---t=P=R=EL~,M~,=N~AR=v=□E=s~,G=N=RE=v=,E=w---+0~2/0-112=0~,~, +----+------------+----, FOR ANY PROJECT OR PURPOSE EXCEPT AS DESCRIBE□ IN THE CON'TRACTUAL AGREEMENT BETWEEN AA AND THE CLIENT. AA HEREBY GIVES FORMAL NOTICE THAT J,J,IYSUCH 1--2---1-C-□-P-Af'_P_L_[C_A_T_l□-N------+Q-5/_1_0/2_0_2_1 +----+------------+----, PROJECT DOCUMENT USE, REPRODUCTION, OR MODIFICATION (MISUSE) IS NOT ONLY UNLAWFUL BUT ALSO AUTOMATICALLY BINDS ALL PARTIES INVOLVED WITH f---->------------+---+----+------------+----, MISUSE TO FULLY INDEMNIFY AND DEFEND AA AND M'S CONSULTANTS TO THE MAXIMUM LEGAL EXTENT AGAINST AU_ LOSSES, DEMANDS, CLAIMS OR LIABILITIES ARISING f----1-------------+---+----+------------+----, DIRECTLY OR INDIRECTLY FROM PROJECT DOCUMENT MISUSE. PROJECT DOCUMENTS DESCRIBE DESIGN INTENT OF WORK AND ARE NOT A REPRESENTATION OF THE f----f------------+---t----t------------+----, AS-BUil T OR EXISTINC3 CONDITIONS. AA AND M'S CONSULTANTS MAKE NO REPRESENTATIONS CONCERNING THE ACCURACY OF DOCUMENTS AND ARE NOT f----1-------------+---+----+------------+----, RESPONSIBLE FOR ANY DISCREPANCIES BETWEEN PROJECT DOCUMENTS AND THE EXISTING CONDITIONS. SHEET TITLE: FIRST & SECOND FLOOR PLANS z 0 -I-(.) => Cl::'. I-Cl) z 0 (.) Cl::'. 0 LL I-0 z I Cl) I-z -Cl::'. Cl. Cl) Cl) w NEB Cl::'. (.9 0 Cl::'. Cl. JOB NAME: NHD BEACH HOUSE JOB NO.: 2112-NHD DATE: 02/01/2021 DRAWN BY: DV, JS, MH CHECKED BY: MA FILE NAME: SHEET NO.: A2.1 PA2021-112ROOF PLAN KEYNOTES OJ EXTERIOR WALL BELOW SHOWN DOTTED [1J HIP, SEE -/-FOR SIM. DETAIL (] BALCONY W/RAIL BELOW. SEE FLOOR PLANS [±] RIDGE, SEE 03/-@J LINE OF ROOF ABOVE @J ROOF BELOW [2j NEW BUILT-UP ROOFING SYSTEM "CLASS A" [ill []] [jQ] [IT] llil O] [j] SKYLIGHT / GLASS FLOOR SEE MFR INSTALLATION GUIDELINES CRICKET METAL ROOFING SYSTEM, SEE ELEVATIONS, SECTIONS, & DETAILS CHIMNEY CAP. SEE ELEVS. & DETAIL SPARK ARRESTERS ON CHIMNEY GUTTER & METAL FASCIA SYSTEM (OPTIONAL v.w.o.), SEE ELEVATIONS & DETAIL -/-SUBMIT SHOP DWGS FOR APPROVAL DOWN SPOUT TO BE DIRECTED TO PERMEABLE SURFACES SUCH AS VEGETATED & GRASSY AREAS TO MINIMIZE ADVERSE WATER QUALITY ROOF DRAIN & OVERFLOW (OPTIONAL v.w.o.), SEE -/-TILE PAVER ON WATER PROOFING, SEE SECTIONS EXTERIOR RAILING: 3'-6" AFF TEMPERED GLASS -SEE ELEVATIONS & DETAILS 2, 3, & 6/A10.2 PARAPET WALL 3'-6" AFF -SEE ELEVATIONS NOT USED NOT USED NEWPORT HOMES DEVELOPMENT LLC BEACH HOUSE: 114 OCEANFRONT NEWPORT BEACH, CALIFORNIA 92661 www.a-orchitects.com T.O. GL. G.R. 11 ELEV BELOW I ----r--------------------------------------------------------------7----------I I I I I I : I I L-=-.====~_,_, ______________________ _.__r_ --- --- ----=:::::;:=;=';=;=;=;=~'===:r;:-=-=-=-=-=-=-=-=-=r'r'=-'=-=-=_± _::::;::t~~~~~~~~~~1:~~~~~R-=----- --_J I / DECK & FLAT ROOF BELOW ~ SEE 1/-FOR SIM NOTES 1----1----~ --------------------1-------------- ------,;;-i=-...._ I -1-----+------r-r'\ I \ \ I , __ / \..-..._,_ I 1 \ 10 L ___ ------~-&(Pr--------~--l -~~~3:1:7 -~ - -i-'---------r------.. : i' I I I I ------------------------____ J --~ DECK & FLAT ROOF BELOW SEE 1/-FOR SIM NOTES I ,_-t::_=----<::;::1 ================================================:;:::, =='===~i =41_ ------, I I I I 1._ ______ L ________________________________________________________________ J ____________ ~I 2 Scale: 1/4" = 1'-0" ROOF PLAN 4'-11 3/4" 15'-o" 2s·-o· 15'-o" 10'-o" P.L. I ----r---------------------------------------------------------------7----------I b I , 18 6 I I I I I ;,, L -'k----~-----=---=i.-----' <O .:::::. "' 0 I N I I I I I I 17 I s, ~ O,o{'" ... . l:;, ~ - - --=:::::--:;::::::::::;:::::;::::;=;:::::;:::====J::r;:~=r=F=--==jt:;;;-;::;:::;;:;:::;::;-~l=c=II-~~-S.B.L._ - - - -_j -7.N,~ I I ::J @ 24'-0" A.N.G. ~ "' 0 I N ...l ai u; FLAT ROOF DECK 16 ,-{? . ,'l-,1~-a~<,,. S'-' • I "' ~ : I ' "' I I I BATHR 0 I I I I I I LL ___ -st I 0 ""' r I W' [/1 I o: _JI O' CABANA 0 [ ----0 = ] ----I -1 I 0 lrc57 I l_QJ .,--..J13 I I b t-+-~=-=__,:::==================i====-£-============================~~=~~~===::1===~J ___ S~BJ,,_ __ I I I 5e-"::::__ __ ...-~I I rr) I v.il I -'I----''-------'------------------------------------------------------------_j ____________ J, '-5 3/" D D ~□~□ 1 THIS AN□ ALL OTHER PROJECT DOCUMENTS AND ALL IDEAS, AESTHETICS AND DESIGNS INCORPORATED THEREIN ARE REVISION INSTRUMENTS OF SERVICE. ALL PROJECT DOCUMENTS ARE P.L. 20'-0" '------T.O. LOW WALL @ 24'-o" A.N.G. TYP CABANA & ROOF DECK PLAN Scale: 1/4" = 1'-0" DESCRIPTION DATE REVISION DESCRIPTION DATE '------T.O. GL. G.R. @ 24'-Q" A.N.G. TYP SHEET TITLE: THE REGISTERED PROPERTY OF AZIZI ARCHITECTS, INC. 1--,----t===~--------+----+-----+------------J----J fM)ANDcmNOTBELAWFULLYUSEDINWHOL.EORINPART 1 PRELIMINARY DESIGN REVIEW 02/0112021 FOR ANY PROJECT OR PURPOSE EXCEPT AS □ESCRIEIED IN THE CONTRACTUAL AGREEMENT BETWEEN AA AN□ THE I -=---t=====~------+===+----+------------J----J CLIENT. AA HEREBY GIVES FORMAL NOTICE THAT ANY suCH r 2 CDP APPLICATION 05/10/2021 PROJECT DOCUMENT USE, REPRODUCTION. OR Cf@[}u Dfi@@fi~~ D Cfu©o * ~ C 24129 ...-* EXP 2. 31. 21 MODIFICATION (MISUSE) IS NOT ONLY UNLAWFUL BUT ALSO , ----+-------------+----+-----+------------J----J AUTOMATICA.LLY EIINDS ALL PARTIES INVOLVE□ WITH r MISUSE TO FULLY INDEMNIFY AND DEFEND AA AND AA'S CONSULTANTE TO THE MAXIMUM LEGAL EXTENT AGAINST ALL LOSSES. DEMANDS. CLAIMS OR LIABILITIES ARISING f----+-------------+---+----+------------J----J DIRECTLY OR INDIRECTLY FROM PROJECT DOOJMENT ROOF PLAN 1601 Dove Street, Suite 255, Tel: 949-955-9070 Newport Beach, CA. 92660 Mobile: 949-689-7999 or c11 l)'iC)~ MISUBE. PROJECT DOCUMENTS OESCRIBE DESIGN INTENT OF WORK AND ARE NOT A REPRESENTATION OF THE 1--,----+-------------+----+-----+------------J----J AS-BUil T OR EXISTING CON□mONs. M AND M'S CONSULTANTS MAKE NO REPRESENTATIONS CONCERNING THE ACCURACY OF DOCUMENTS AND ARE NOT l-,----+-------------+----+-----+------------1----J RESPONSIBLE FOR ANY DISCREPANCIES BETWEEN PROJECT DOCUMENTS AND THE EXISTING CON□mONS. z 0 -I-(.) => a:: I-en z 0 (.) a:: 0 LL I-0 z I en I-z -a:: a.. en en UJ NEB a:: (9 0 a:: a.. JOB NAME: NHD BEACH HOUSE JOB NO.: 2112-NHD DATE: 02/01/2021 DRAWN BY: DV, JS, MH CHECKED BY: MA FILE NAME: SHEET NO.: A3. I PA2021-112Riclge HT @ 29' MAX Fl0-t Roof /TOGR @ 24' MAX 3RD FLR/Deck @ 20'-6" MAX TOP @ 19'-2' 2ND FLR @ 11'-1" TOP @ 10'-1" LOCATION OF PROPERTY LINE TYP 1ST FLR_@_l'_-~o_• _ NG @ 0'-0'_(EL @ ll_J_')~---ELEVATION / SECTION KEYNOTES IT] EXTERIOR CEMENT PLASTER, SEE SPECS. ~ TEMPERED GLAZING QJ GATE: METAL W/ SECURITY ALARM -FINISH TO MATCH FASCIA (V.W.O.) ~ ljQ] [iJ Im ~ I!±] !ill !ill Im ~ ~ lfil ~ ~ ~ IE] ~ PRE-CAST STONE LEDGE, SEE DETAIL METAL ROOFING SYSTEM, SEE ELEVATIONS, SECTIONS, & DETAIL TRELLIS, SEE DETAIL D1/A10.3 GARAGE DOOR: GLASS AND ALUMINUM FRAME -COLOR TO MATCH DOORS & WINDOWS PARAPET WALL 3'-6" AFF -SEE ELEVATIONS RIDGE & HIP CONDITIONS, SEE ROOF PLAN TILE PAVER OVER MORTAR BED OVER WATERPROOFING SEE NOTE 27 AND SPEC'S. BATTEN & RIBBED METAL ROOF, FINISH TO MATCH GUTTER & FASCIA, SEE 05/A10.5 SKYLIGHT/GLASS FLOOR, DOUBLE GLAZED W/ GRAY TINTED GLASS, (V.W.O.) IN-WALL DRAIN TO TIE INTO STORM DRAIN IN-WALL DRAIN TO DAYLIGHT AT TERRACE/LOGGIA GUTTER & METAL FASCIA SYSTEM (OPTIONAL V.W.O.), SEE DETP -/-SUBMIT SHOP DWGS FOR APPROVAL DOWNSPOUT DIRECT TO PERMEABLE AREA OR TO COLLECTOR & TO STORM DRAIN PER CIVIL DWG EXTERIOR RAILING: 3'-6" AFF TEMPERED GLASS W/ SS SUPPORTS -SEE DETAILS 2, 3, & 6/A10.2 PRE-CAST WINDOW SILL TO MATCH FRAME -PER WINDOW MFR EXTERIOR LIGHT FIXTURE SEE OWNER STONE COLUMN, SONORA GOLD FLAG-DRY STACKED FLUTED MISSOURI FASCIA, SEE DETAIL 08/A10.3 CHIMNEY, SEE 07 /A10.4, TYP. FRY REGLET VENEER PLASTER TRIM & REVEAL 1/2" SS FINISH TO MATCH HANDRAIL SUPPORTS PRE-CAST CONC. PLANTER W/ BUILT-IN DRAINAGE & WATER LINE -SUBMIT SHOP DWGS. FOR APPROVAL INSULATION: R-19 BATT INSULATION AT EXTERIOR WALLS AND UNDER SECOND FLOOR; R-30 BATT INSULATION AT CEILINGS, UNLESS NOTED OTHERWISE. ALL INTERIOR WALLS AND CEILINGS TO BE 5/8" TYPE "X" GYP. BD. AT GARAGE, ELEVATOR SHAFT AND USABLE SPACE UNDER STAIR. (ONE HOUR ASSEMBLY) WATERPROOFING UNDER TILES -SEE SPECS. ROOF FRAMING, SEE STRUCTURAL DRWGS. FLOOR FRAMING 1 1/2" THK. GYPCRETE OVER 1 1/8" PLYWOOD OVER WOOD TRUSS SYSTEM, SEE STRUCTURAL DWGS. FINISH PER SCHEDULE. REINFORCED CONCRETE SLAB ON GRADE, SEE STRUC. DWGS. FINISH PER SCHEDULE. GRAND INTERIOR STAIR: PRE-FABRICATED -INSTALL PER MANUFACTURER'S SPECS. SUBMIT SHOP DWGS, FOR APPROVAL. SEE OWNER/ARCHITECT FOR FINISHES SITE WALL, SEE HARDSCAPE PLAN Al.2 DRAl'i1NGS (E) SITE WALL TO REMAIN -REFINISH TO MATCH (N) EXTERIOR WALLS 0/ CURRENT PROPERTY SIDE DOGGIE DOOR, SEE OWNER -------I I I I -------22 23 -~ 16 - -- -- -2'-3 3/B"TYP - ---- - - -/ '•, / " 1/ ·, I'. / " / . . - -- -- -- - - - - -METAL TRIM TO MATCH J FASCIA PROJECTING 6" FROM THE F/WALL I". I . " ·, / / . ~ \ \ .. / I I l~ 1 l 1 I I I I C - -/ / 1/ I'. " . - -- -I I 1~-/ ··--,I / -. / ' / . ' '·, -. II II I"---3 I I / I', / " / ·, . . " / •, . ~=~=~ ---------- ------ - - - - -lCJ ---- -- -- -- - - - - -. ~ I . -~ . 'N ' --I 'ix, --4 WEST ELEVATION Scale: 1/4" = 1'-0" GLASS ELEVATOR BEYOND . ~ " ·, / / \ \ I / / I -/1 c__::_ L 1:!'"r ~1: __ L _____ J --/ / v· I'. " . ---5' 5 1/2" II II • 0 I "' - -- -- -- -- -- -::--i -- -- -- -I I I I C -- -- -- --- -- -- -I - - - -- - - - - -. / / / / v· / I'. '· " " . . -- -- -- -- -- -- -- - - - - - -- - - -I -I - -I \ 16 SEF ® FOR SIMILAR NOTES ------I I/ / / / / I I I ==---' 5 8 15 I / ---~----------------r=========;r===i 1 ________ '--,-,,1/-----.j 1 ', " / ·, I/ / C.. / " / ' . . " / . . ·, / /....-,16 I I GLASS "TEMPERED" ENTRY DOOR V.W.O. I EAST ELEVATION Scale: 1/4" = 1'-0" SEE ® FOR SIMILAR NOTES II --I ----->-->--I I LJ -2 T. 0. GR. I • 0 I ;,. N I I ----~--5 II I / I I ' I I 2 -2 1/ " '· 9 " ·, / / 11 ~ -ii I I I I I' I I " I I I' I I ~ I ! J' I I 17 15 / . / ', 18 / " / " ~ / ·, 1/ ·, '· / I'. / 16 " . . / " . . / I/ 1 V / V 7 II II ,::; 32 II II / -I II II -LJ I II II II II .'_ -2 NORTH ELEVATION Scale: 1/4" = 1'-0" SEE ® FOR SIMILAR NOTES ✓ 5 \ ~ GLASS ELEVATOR BEYOND II II HT. LIMIT @ 29'-D" ABOVE -NATURAL GRADE SEE SITE "' I I PLAN "' I ' I I I ~I',. V 17 "---/ 'a -I I/ 15 -., I I I I I I I II I I I I I I I I II I 7 I I I I I I I II I I I I I I I I II 1 / ROO DEC F.F. , I T.C .P. T /UR / V -2 / / • V 17 ~ -b I I "' I }.. "' I I I I I I I N I I I I I I I I I I I I I I ' ' ' ' ' ' 2ND F.F., T"' D. I "' T/DR b --I --32 -• 33 a -I I I "' 'ix, --3 -~ ~ -1ST FF EL. • 12.7' NG EL. @ 11. 7' -----------SEE SITE & GRADING PLANS 2 -1 SOUTH ELEVATION Scale: 1/4" = 1'-0" SEE ® FOR SIMILAR NOTES " T T ~ T z 0 -I-(.) => 0:: I-C/) z 0 (.) 0:: 0 LL l-o z I Cl) 1-z -0:: a.. Cl) Cl) UJ 0:: (9 0 0:: ----------------------------------------------------------------------------------------0.. NEWPORT HOMES DEVELOPMENT LLC BEACH HOUSE: 114 OCEANFRONT NEWPORT BEACH, CALIFORNIA 92661 www.a-architects.cam D D ~□~□ Cf@[}u Dfi@@fi~~ D Cfu©o 1601 Dove Street, Suite 255, Tel: 949-955-9070 Newport Beach, CA. 92660 Mobile: 949-689-7999 ~ C 24129 * * EXP 2. 31. 21 or c11 l)'iC)~ THIS AN□ ALL OTHER PROJECT DOCUMENTS AND ALL IDEAS, AESTHETICS AND DESIGNS INCORPORATED THEREIN ARE REVISION DESCRIPTION DATE REVISION DESCRIPTION DATE INSTRUMENTS OF SERVICE. ALL PROJECT DOCUMENTS ARE THE REGISTERED PROPERTY OF AZIZI ARCHITECTS, INC. f----------------+---+----+------------+----i [AA) AND cmNOT BE LAWFULLY USED IN WHOLE OR IN PART 1 FOR ANY PROJECT OR PURPOSE EXCEPT AS □ESCRIEIED IN PRELIMINARY DESIGN REVIEW 02/01/2021 THE CONTRACTUAL AGREEMENT BETWEEN AA AND THE CLIENT. AAHEREev 01ves F□RMAL N□11ce THAr ANVsuCH f-72---i-=c=D=P~A=PP~L~IC~A=T~10~N~-----r.0=51~10~12~0=271 +----+------------+----1 PROJECT DOCUMENT USE, REPRODUCTION, OR MODIFICATION (MISUSE) IS NOT ONLY UNLAWFUL BUT ALSO AUTOMATICA.LLY BINDS ALL PARTIES INVOLVED WITH f----------------+---+----+------------+----i MISUSE TO FULLY INDEMNIFY AND DEFEND AA ANO AA'S CONSULTANTE TO THE MAXIMUM LEGAL EXTENT AGAINST ALL LOSSES, DEMANDS, CLAIMS OR LIABILITIES ARISING f----t------------+---+----+------------+----j DIRECTLY OR INDIRECTLY FROM PROJECT DOOJMENT MISUSE. PROJECT DOCUMENTS DESCRIBE DESIGN INTENT OF WORK AND ARE NOT A REPRESENTATION OF THE >----------------+---+----+------------+----< AS-BUil T OR EXISTING CONDmONs. M AND M'S CONSULTANTS MAKE NO REPRESENTATIONS CONCERNING THE ACCURACY OF DOCUMENTS AND ARE NOT f----------------+---+----+------------+----i RESPONSIBLE FOR ANY DISCREPANCIES BETWEEN PROJECT DOCUMENTS AND THE EXISTING CONDmONS. SHEET TITLE: JOB NAME: NHD BEACH HOUSE JOB NO.: 2112-NHD ELEVATIONS DATE: 02/01/2021 DRAWN BY: DV, JS, MH CHECKED BY: MA FILE NAME: SHEET NO.: A4.1 PA2021-112ELEVATION / SECTION KEYNOTES [I] EXTERIOR CEMENT PLASTER, SEE SPECS. [gJ TEMPERED GLAZING [}] GATE: METAL W/ SECURITY ALARM -FINISH TO MATCH FASCIA (V.W.O.) []] Ii]] lill !ill !ill el !ill !ill 112] Ii]] ~ ~ ~ ~ ~ @QI llil PRE-CAST STONE LEDGE, SEE DETAIL METAL ROOFING SYSTEM, SEE ELEVATIONS, SECTIONS, & DETAILS TRELLIS, SEE DETAIL 01/A10.3 GARAGE DOOR: GLASS AND ALUMINUM FRAME -COLOR TO MATCH DOORS & WINDOWS PARAPET WALL 3'-6" AFF -SEE ELEVATIONS RIDGE & HIP CONDITIONS, SEE ROOF PLAN TILE PAVER OVER MORTAR BED OVER WATERPROOFING SEE NOTE 27 AND SPEC'S. BATTEN & RIBBED METAL ROOF, FINISH TO MATCH GUTTER & FASCIA, SEE 05/A10.5 SKYLIGHT/GLASS FLOOR, DOUBLE GLAZED W/ GRAY TINTED GLASS, (V. W.O.) IN-WALL DRAIN TO TIE INTO STORM DRAIN IN-WALL DRAIN TO DAYLIGHT AT TERRACE/LOGGIA GUTTER & METAL FASCIA SYSTEM (OPTIONAL V.W.O.), SEE DETAIL -/-SUBMIT SHOP DWGS FOR APPROVAL DOWNSPOUT DIRECT TO PERMEABLE AREA OR TO COLLECTOR & TO STORM DRAIN PER CIVIL DWG EXTERIOR RAILING: 3'-6" AFF TEMPERED GLASS W/ SS SUPPORTS -SEE DETAILS 2, 3, & 6/A10.2 PRE-CAST WINDOW SILL TO MATCH FRAME -PER WINDOW MFR EXTERIOR LIGHT FIXTURE SEE OWNER STONE COLUMN, SONORA GOLD FLAG-DRY STACKED FLUTED MISSOURI FASCIA, SEE DETAIL OB/A10.3 CHIMNEY, SEE 07 /A1D.4, TYP. FRY REGLET VENEER PLASTER TRIM & REVEAL 1/2'' SS FINISH TO MATCH HANDRAIL SUPPORTS PRE-CAST CONC. PLANTER W/ BUILT-IN DRAINAGE & WATER LINE -SUBMIT SHOP DWGS. FOR APPROVAL INSULATION: R-19 BATT INSULATION AT EXTERIOR WALLS AND UNDER SECOND FLOOR: R-30 BATT INSULATION AT CEILINGS, UNLESS NOTED OTHERIIISE. ALL INTERIOR WALLS AND CEILINGS TO BE 5/8" TYPE "X" GYP. BD. AT GARAGE, ELEVATOR SHAFT AND USABLE SPACE UNDER STAIR. (ONE HOUR ASSEMBLY) WATERPROOFING UNDER TILES -SEE SPECS. ROOF FRAMING, SEE STRUCTURAL DRWGS. FLOOR FRAMING 1 1/2" THK. GYPCRETE OVER 1 1/8" PLYWOOD OVER WOOD TRUSS SYSTEM, SEE STRUCTURAL DWGS. FINISH PER SCHEDULE. REINFORCED CONCRETE SLAB ON GRADE, SEE STRUC. DWGS. FINISH PER SCHEDULE. GRAND INTERIOR STAIR: PRE-FABRICATED -INSTALL PER MANUFACTURER'S SPECS. SUBMIT SHOP DWGS, FOR APPROVAL. SEE OWNER/ARCHITECT FOR FINISHES SITE WALL, SEE HARDSCAPE PLAN A1.2 DRAWINGS (E) SITE WALL TO REMAIN -REFINISH TO MATCH (N) I / '· / ' I/ ·, 1'. / '·. ,,./ BEDROOM #3 I I I 26 2 CAR GARAGE -i...:: -NEWPORT HOMES DEVELOPMENT LLC BEACH HOUSE: 114 OCEANFRONT NEWPORT BEACH, CALIFORNIA 92661 28 II II <P ' ,---,8 ,,-,-ffi ..... "iill'h~ • • <O <O -<:::_ -..... "' -I "' ·., I ;... Ct BAN~ ' -------t _____ I ----~ \_L ' -----, ---------------3'-1' l_ ~ccJI I \ '-DECK ' / \ / . V \ . \ [',"-,_" ~ I V / . / M-BEDROOM / . / ---::0=-GLASS ELEVATOR BEYOND / / '· \ / \ ----,~=e!i ----] , ----I LIVING ROOM 17 '-~ ~ / 28 / I/ I'-,'-.," 29 30 -· '_J-.... ~-~ . ·.' •., -( 2 " BUILDING SECTION SEE @ LL'\ FOR SIMILAR NOTES ~o .1 Scale: 1/4" = 1'-0" D D ~□~□ Cf@[}u Dfi@@fi~~ D Cfu©o www.a-architects.cam 1601 Dove Street, Suite 255, Tel: 949-955-9070 Newport Beach, CA. 92660 Mobile: 949-689-7999 ~ C 24129 * * EXP 2. 31. 21 or c11 l)'iC)~ I ,---1 I I I I T.O. RIDGE EL @ 40. 7' T.O.P. T.O.P. 2ND FLOOR T.O.P. (5\ ~ • -I -., • -1,, • -I b -• 0 I a, "' T I l1sTFFE.@12.7 ~ ··•u·.,.·.·,.--t::l-~F~.:;_:Sc--.{iJi;;;;:;;~J;;;;.1-: .... -Nr. EL. @ 11.7' " --t-,,;; SEE SITE !c GRADING PLANS T L ___ _J ·., -..... .... .... THIS AN□ ALL OTHER PROJECT DOCUMENTS AND ALL IDEAS, AESTHETICS AND DESIGNS INCORPORATED THEREIN ARE REVISION INSTRUMENTS OF SERVICE. ALL PROJECT DOCUMENTS ARE • 0 I a, "" DESCRIPTION I I I LJ -I·. DATE ~tni:::.:.:.:.:.:.:.:.:.:.:.:.:.:.t.:.:.:.:.:.:.:.n:====iiF;;;;;;;::;;;;::;:=:j~ ' -I CABANA ~ I \ J L 7 M-BATHRM I I ~ ~ GLASS ELEVATOR BEYOND-=:::' ./ -7 \ KITCHEN ~ ~ • . ~"'' . · -1 BUILDING SECTION Scale: 1/4" = 1'-0" REVISION DESCRIPTION DATE SHEET TITLE: I I I I -I -LJ I -• • ... ' · . . :1 SEE (1\ (2\ ~o THE REGISTERED PROPERTY OF AZIZI ARCHITECTS, INC. l----+-------------+----+-----+------------1-----i [AA) AND cmNOT BE LAWFULLY USED IN WHOLE OR IN PART 1 FOR ANY PROJECT OR PURPOSE EXCEPT AS □ESCRIEIED IN PRELIMINARY DESIGN REVIEW 02/01/2021 THE CONTRACTUAL AGREEMENT BETWEEN AA AND THE FOR SIMILAR NOTES CLIENT. AA HEREBY GIVES FORMAL NOTICE THAT ANY SUCH f--oc2---+C~D~P~A~P~P~L~IC~A~T~la~N~------+.0~5/~1~0/2=02~1+----+------------t-----l PROJECT DOCUMENT USE, REPRODUCTION, OR MODIFICATION (MISUSE) IS NOT ONLY UNLAWFUL BUT ALSO BUILDING SECTIONS AUTOMATICA.LLY BINDS ALL PARTIES INVOLVED WITH 1----+-------------+----+-----+------------t-----i MISUSE TO FULLY INDEMNIFY AND DEFEND AA ANO AA'S CONSULTANTE TO THE MAXIMUM LEGAL EXTENT AGAINST ALL LOSSES, DEMANDS, CLAIMS OR LIABILITIES ARISING t----+-------------+----+-----+------------t----, DIRECTLY OR INDIRECTLY FROM PROJECT DOOJMENT MISUSE. PROJECT DOCUMENTS DESCRIBE DESIGN INTENT OF WORK AND ARE NOT A REPRESENTATION OF THE 1----+-------------+----+-----+------------t-----i AS-BUil T OR EXISTING CON□mONs. M AND M'S CONSULTANTS MAKE NO REPRESENTATIONS CONCERNING THE ACCURACY OF DOCUMENTS AND ARE NOT 1----+-------------+----+-----+------------1-----i RESPONSIBLE FOR ANY DISCREPANCIES BETWEEN PROJECT DOCUMENTS AND THE EXISTING CONDmONS. JOB NAME: NHD BEACH HOUSE JOB NO.: 2112-NHD DATE: 02/01/2021 DRAWN BY: DV, JS, MH CHECKED BY: MA FILE NAME: SHEET NO.: AS. I z 0 -I-(.) => 0:: I--en z 0 (.) 0:: 0 LL l-o z I en 1-z -0:: a.. en en UJ 0:: (9 0 0:: a.. UPSHRUB LEGENDSYMBOLBOTANICAL NAMECOMMON NAME1GAL3GAL5GAL15 GAL 24" BOXREMARKSAGA DES AGAVE DESMETTIANASMOOTH AGAVE---2-APT COR APTENIA CORDIFOLIA 'VARIEGATA'VARIEGATED BABY SUN ROSE--8--DIA TAS DIANELLA TASMANICA 'VARIEGATA'VARIEGATED FLAX LILY--3--HAW FAS HAWORTHIOPSIS FASCIATAZEBRA PLANT-16---SAN TRI SANSEVERIA TRIFASCIATA 'LAURENTII'STRIPED MOTHER-IN-LAWS TONGUE--3--SEN VIT SENECIO VITALISBLUE CHALKSTICK FINGERS-4---NOTE:A. SEE LANDSCAPE SHEETS FOR PLANTING NOTESTREE LEGENDSYMBOLBOTANICAL NAMECOMMON NAME1GAL3GAL5GAL15 GAL 24" BOXREMARKSALO BAI ALOE BAINESIITREE ALOE----2DRA DRA DRACAENA DRACODRAGON TREE---4-N0 6" 2' 4' 6'1'8'14"BEACH HOUSE AT 114 E. OCEANRONT, NEWPORT BEACH, CACONCEPTUAL PLANTING DESIGNL-1IRRIGATION NOTETHE IRRIGATION SYSTEM WILL BE A FULLY AUTOMATICUNDERGROUND DRIP SYSTEM. BACKFLOW PREVENTIONDEVICES WILL BE INSTALLED TO MEET ALL LOCAL AND CITYAPPLICABLE CODES. THE IRRIGATION SYSTEM WILL BEDESIGNED AND CONSTRUCTED TO MEET AND OR EXCEEDMODEL WATER EFFICIENT LANDSCAPE ORDINANCES (MWEL0).WATER CONSERVATION PRODUCTS (HIGH EFFICIENCY/LOWPRECIPITATION) AND AN EVOPOTRANSPIRATION (ET) WEATHERBASED CONTROL SYSTEM WILL BE INCORPORATED INTO THESYSTEM DESIGN.LICENSED L A NDSCAPE ARCHITECTDIEGO F. A LESSI LIC.#4201STATE OF CALI F O R NIA SignatureRenewal DateDate09/27/2204/29/21PA2021-1120 \ \ .. ),/ .. _..// ,,-t------------------jQ~:~··. -11:;~~~~\ ~••I , =fli.JcY I I ' c <.,_ "··'~./, I I •. , )":~~'. \\\ \ )r ..,. .. +-...-~ ~: / ' \ '1 I ', ·•. \ \ 1 _ / I ••• -• • H---+---+ ··· ... ' / \ . i'lJ. ----,d>---J. I I • • \ II ·,. I ·-..... _ / . I ~If--------------loo GO I •···· •. '" I ,,7 •. / I /~~~-,----1 ffi -\ ,--,-------+----------+--+--+-~-----1-------+--------_j 8 ooi----,--------t-----------+--+--+--+--+--+-------__J 8 ,--,-------+----------+--+--+-~-----1-------+--------_j © PA2021-112 I I ~ ,-----.., ,-----., ' -~ ~ N ¼" ~~...--.:-..-, -'"l,-111118,' (T\ 06'1' 2' 4' 6' 0 TREE LEGEND ROOF DECK SYMBOL BOTANICAL NAME COMMON NAME 1 3 5 15 GAL 24" BOX REMARKS GAL GAL GAL -I 0 ALO BAI ALOE BAINESII TREE ALOE - - - -1 " ' ARC CUN ARCHONTOPHOENIX CUNNINGHAMIANA KING PALM - - - -3 SHRUB LEGEND ROOF DECK .• \~US CAP[ . 1 3 5 ' ' -/ *; SYMBOL BOTANICAL NAME COMMON NAME 15 GAL 24" BOX REMARKS ' / ,/ GAL GAL GAL -__ / II,~/ 8 _F C~cl'~/ AGADES AGAVE DESMETTIANA SMOOTH AGAVE - - -4 - e APTCOR APTENIA CORDIFOLIA 'VARIEGATA' VARIEGATED BABY SUN ROSE - -3 - -IRRIGATION NOTE 8 PHO TEN PHORMIUM TENAX YELLOW WAVE - - -2 - THE IRRIGATION SYSTEM WILL BE A FULLY AUTOMATIC @ UNDERGROUND DRIP SYSTEM. BACKFLOW PREVENTION SENVIT SENECIO VITALIS BLUE CHALKSTICK FINGERS -3 - - -DEVICES WILL BE INSTALLED TO MEET ALL LOCAL AND CITY APPLICABLE CODES. THE IRRIGATION SYSTEM WILL BE r:~:J SAN TRI SANSEVERIA TRIFASCIATA 'LAURENTI!' STRIPED MOTHER-IN-LAWS TONGUE - -6 - - DESIGNED AND CONSTRUCTED TO MEET AND OR EXCEED c::_~ \>' MODEL WATER EFFICIENT LANDSCAPE ORDINANCES (MWELO). WATER CONSERVATION PRODUCTS (HIGH EFFICIENCY/LOW NOTE: PRECIPITATION) AND AN EVOPOTRANSPIRATION (ET) WEATHER A. SEE LANDSCAPE SHEETS FOR PLANTING NOTES BASED CONTROL SYSTEM WILL BE INCORPORATED INTO THE SYSTEM DESIGN. - BEACH HOUSE AT 114 E. OCEANRONT, NEWPORT BEACH, CA - BEACH HOUSE AT 114 E. OCEANRONT, NEWPORT BEACH, CAPLANTING IMAGERYL-3ALOE BAINESIITREE ALOEDRACAENA DRACODRAGON TREEAGAVE DESMETTIANASMOOTH AGAVEAPTENIA CORDIFOLIA 'VARIEGATA'VARIEGATED BABY SUN ROSEDIANELLA TASMANICA 'VARIEGATA'VARIEGATED FLAX LILYHAWORTHIOPSIS FASCIATAZEBRA PLANTSANSEVIERA TRIFASCIATA 'LAURENTII'STRIPED MOTHER-IN-LAWS TONGUESENECIO VITALISBLUE CHALKSTICK FINGERSTREES SHRUBSSHRUBS PA2021-112 PA2021-112LEGAL DESCRIPTION LOT 18 BLOCK I I MAP OF EAST NEWPORT RECORDED IN BOOK 3 PAGE 37 OF ORANGE COUNTY RECORDS SURVEYOR'S NOTES I . PROJECT BENCHMARK, OC PUBLIC WORK5 VERTICAL CONTROL DATA SHEET, I E-122-14; 4" ALUMINUM DISK ELEVATION= 9. 179 FT (NAVD88). 2. ONLY TREES G" AND ABOVE WERE LOCATED ON THIS SURVEY, SMALLER TREES AND SHRUBS ARE NOT SHOWN. 3. DISTANCES SHOWN HEREON AREA EXPRESSED IN FEET AND DECIMALS THEREOF. ADJACENT//, BUILDING //1 WATER METER ELEC ciUTILllY ~ f~tCENT ~DING COMM UTILllY ,-,-------lccl*.4cc5=-ch1"---i--•,I 'I ."3';G::t~~-'='-•'-'l-l_.4_I -----,•:,-;-;I 1'.3°'2,,----~--.---• .-1 1-.4-,-.,,0 • I I ·39 '="''r--' ALLEY I 1.27 I I . I ll 0 11.13 COMM ~l.21l UTILllY 11._19 FOUND LH I I .4I i 1 <()----'i cs, cs, G' WOOD"' FENCE ADJACENT BUILDING ROOF PEAK EL. = I 23.52' WF 0.22' NWLY OF P/L 12.2 NWLY FOW 0.22' NWLY OF Fil<--~: 5E'LY FOW 0.15' 5E'LY OF P/L N78°3G'OO"W 30.08' GAS WATER -METER • I I .Gil • VALVE I 14 E. OCEANFRONT SINGLE FAMILY RESIDENCE A.P.N., 048-074-2G PARCEL AREA, 2, I 05 SF ROOF PEAK EL. = 33.8' I I .llll • 12.29 PATIO • I ·31 14.21 ST • DECK°' 1 STEPS ADJACENT BUILDING ROOF PEAK EL.= 124.71' 4' BLOCK WALL NWLY FOW 0.23' NWLY OF F/L < _,,...__ 14 29'"'--"-14.2G FLAG • I 2.2G GATE . POL • I 2.2 )I( 12 ! "r't-Hh-c 5E'LY FOW 0. 19' 5E'LY OF F/l < NWLY FOW 0. 19 NWLY OF F/L 5E'LY FOW 0.13' 5E'LY OF P/L \_ • I 1.31 -~os i 4YBLOCK 3: 0 -"l 0 - 0 C\J • C\J lf) '.:_ N WALL • I 2.0 I •II .71l 12.03 12.17 • 11.40 EAST OCEANFRONT GRAPHIC SCALE • 0 • • 16 "'--~ I I I I ( IN FEET ) linch=B ft. ' • I 1.27 '2 I LEGEND: -x,----,,---x--PROPERlY LINE WOOD FENCE CHAINLINK FENCE METAi) WIRE FENCE OVERHEAD WIRES -OH----OH----~ BUILDING WALL CONCRETE PAVEMENT i TILE WOOD GRASS/NATURAL GROUND SPOT ELEVATION TREE TRUNK, APPROXIMATE ,--·\-___ -DIA!',,aETER IN INCHES \._.I ---TREE DRIPLINE T. E. THRESHOLD ELEVATION ABBREVIATIONS ADJ BLDG C/L CONC EL FOW NE'LY NWLY P/L SE'LY SWLY WF ADJACENT BUILDING CENTERLINE CONCRETE ELEVATION FACE OF WALL NORTHEASTERLY NORTHWESTERLY PROPERTY LINE SOUTHEASTERLY SOUTHWESTERLY WOOD FENCE SURVEYOR'S CERTIFICATE I, KACIE A. PLOUFF, CERTIFY THAT I AM LICENSED AS A PROFESSIONAL LAND SURVEYOR IN THE STATE OF CALIFORNIA [REF. NO. 90 13) I FURTHER CERTIFY THAT THIS PLAT REPRESENTS THE RESULTS OF A TOPOGRAPHIC SURVEY CONDUCTED UNDER MY SUPERVISION AT THE REQUEST OF THE CLIENT. KACIE A. PLOUFF, PLS 9013 a i!i '" I;; I f--< ~ '" ~ u '" '" 0 § § "' ;\ -., '" '" ,/, JI i!l i!l v 9 ~ ~ ~ '" -cl 8 cl ;; ;,, S1 '" "" "' "' ~ "' i "' I v ~ 0 ~ ;:: z "' gj ~ el "' "' '" '" PROJECT NO. SCA-21-045 SHEET NO. 1 OF 1 PA2021-1121. 2. 3. 4. 5. 6. 7. 8. GENERAL GRADING SPECIFICATIONS: GENERAL NOTES: ALL WORK SHALL BE CONFORM TO CHAPTER 15 OF THE NEWPORT BEACH MUNICIPAL CODE (NBMC). THE PROJECT SOILS REPORT AND SPECIAL REQUIREMENTS OF THE PERMIT. DUST SHALL BE CONTROLLED BY WATERING AND/OR DUST PALLIATIVE. SANITARY FACILITIES SHALL BE MAINTAINED DN THE SITE DURING THE CONSTRUCTION PERIOD. WORK HOURS ARE LIMITED FROM 7:00 AM TO 6:30 PM MONDAY THROUGH FRIDAY; 8:00 AM TO 6:00 PM SATURDAYS; AND NO WORK ON SUNDAYS AND HOLIDAYS PER SECTION 10-28 OF THE NBMC. NOISE, EXCAVATIONS, DELIVERY AND REMOVAL SHALL BE CONTROLLED PER SECTION 10-28 OF THE NBMC. THE STAMPED SET OF APPROVED PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. PERMITTEE AND CONTRACTOR ARE RESPONSIBLE FOR LOCATING AND PROTECTING UTILITIES. APPROVED SHORING, DRAINAGE PROVISIONS AND PROTECTIVE MEASURES MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING OPERATION. 9. CESSPOOLS AND SEPTIC TANKS SHALL BE ABANDONED IN COMPLIANCE WITH THE UNIFORM PLUMBING CODE AND APPROVED BY THE BUILDING OFFICIAL. 10. HAUL ROUTES FOR IMPORT OR EXPORT OF MATERIAL SHALL BE APPROVED BY THE CITY TRAFFIC ENGINEERING AND PRODUCES SHALL CONFORM WITH CHAPTER 15 OF THE NBMC. 11. POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM ALL BUILDING AND SLOPE AREAS. 12. FAILURE TO REQUEST INSPECTION AND/OR HAVE REMOVABLE EROSION CONTROL DEVICES ONSITE AT THE APPROPRIATE TIMES SHALL RESULT IN A "STOP WORK" ORDER. 13. ALL PLASTIC DRAINAGE PIPES SHALL CONSIST OF PVC OR ABS PLASTIC SCHEDULE 40 OR SDR 35 OR ADS 300 WITH GLUED JOINTS. 14. NO PAINT, PLASTER, CEMENT, SOIL, MORTAR OR OTHER RESIDUE SHALL BE ALLOWED TO ENTER STREETS, CURBS, GUTTERS OR STORM DRAINS. ALL MATERIAL AND WASTE SHALL BE REMOVED FROM TI-IE SITE. EROSION CONTROL: 1. TEMPORARY EROSION CONTROL PLANS ARE REQUIRED FROM OCTOBER 15 TO MAY 15. 2. EROSION CONTROL DEVICES SHALL BE AVAILABLE ON-SITE BETWEEN OCTOBER 15 AND MAY 15. 3. 4. 1. 2. 1. 2. 3. 4. 5. 6. BETWEEN OCTOBER 15 AND MAY 15, EROSION CONTROL MEASURES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHENEVER THE FIVE-DAY PROBABILITY OF RAIN EXCEEDS 30 PERCENT. DURING TI-IE REMAINDER OF TI-IE YEAR, THEY SHALL BE IN PLACE AT TI-IE END OF TI-IE WORKING DAY, WHENEVER TI-IE DAILY RAINFALL PROBABILITY EXCEEDS 50 PERCENT. TEMPORARY DESILTING BASINS, WHEN REQUIRED, SHALL BE INSTALLED AND MAINTAINED FOR THE DURATION OF TI-IE PROJECT. REQUIRED INSPECTIONS: PRE-GRADING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF GRADING WITI-1 THE FOLLOWING PEOPLE PRESENT: OWNER CONTRACTOR, DESIGN CIVIL ENGINEER, SOILS ENGINEER, GEOLOGIST, CITY BUILDING INSPECTOR OF THEIR REPRESENTATIVES. REQUIRED FIELD INSPECTORS WILL BE OUTLINED AT THE MEETING. A PRE-PAVING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF THE SUB-GRADE PREPARATION FOR THE PAVING WITH THE FOLLOWING PEOPLE PRESENT: OWNER, PAVING CONTRACTORS, DESIGN CML ENGINEER, SOILS ENGINEER, CITY BUILDING INSPECTOR OF THEIR REPRESENTATIVES. REQUIRED FIELD INSPECTORS WILL BE OUTLINED AT THE MEETING. GRADING FILLS/CUTS: GRADED SLOPES SHALL BE NO STEEPER TI-IAN 2 HORIZONTAL TO 1 VERTICAL. FILL SLOPES SHALL BE COMPACTED TO NO LESS THAN 90 PERCENT RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. ALL FILLS SHALL BE COMPACTED TI-IROUGHOUT TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION AS DETERMINED BY ASTM TEST METHOD 1557, AND APPROVED BY TI-IE SOILS ENGINEER. COMPACTION TEST SHALL BE PERFORMED APPROXIMATELY EVERY TWO FEET IN VERTICAL HEIGHT AND OF SUFFICIENT QUANTITY TO ATTEST TO THE OVERALL COMPACTION EFFORT APPLIED TO TI-IE FILL AREAS. AREAS TO RECEIVE FILL SHALL BE CLEARED OF ALL VEGETATION AND DEBRIS, SCARIFIED AND APPROVED BY THE SOILS ENGINEER PRIOR TO PLACING OF THE FILL. FILLS SHALL BE KEYED OR BENCHED INTO COMPETENT MATERIAL. ALL EXISTING FILLS SHALL BE APPROVED BY THE SOILS ENGINEER OR REMOVED BEFORE ANY ADDITIONAL FILLS ARE ADDED. DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA REQUIRED INSPECTIONS (CONT'D): 7. ANY EXISTING IRRIGATION LINES AND CISTERNS SHALL BE REMOVED OR CRUSHED IN PLACE AND BACKFIELD AND APPROVED BY THE SOILS ENGINEER. 8. TI-IE ENGINEER GEOLOGIST AND SOILS ENGINEER SHALL, AFTER CLEARING AND PRIOR TO TI-IE PLACEMENT OF FILL IN CANYONS, INSPECT EACH CANYON FOR AREAS OF ADVERSE STABILITY AND DETERMINE THE PRESENCE OF, OR POSSIBILITY OF FUTURE ACCUMULATION OF, SUBSURFACE WATER OR SPRING FLOW. IF NEEDED, DRAINS WILL BE DESIGNED AND CONSTRUCTED PRIOR TO THE PLACEMENT OF FILL IN EACH RESPECTIVE CANYON. 9. TI-IE EXACT LOCATION OF TI-IE SUBDRAINS SHALL BE SURVEYED IN TI-IE FIELD FOR LINE AND GRADE. 10. ALL TRENCH BACKFILLS SHALL BE COMPACTED TI-IROUGHOUT TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION, AND APPROVED BY TI-IE SOILS ENGINEER. THE BUILDING DEPARTMENT MAY REQUIRE CORING OF CONCRETE FLAT WORK PLACED OVER UNTESTED BACKFILLS TO FACILITATE TESTING. 11. TI-IE STOCKPILING OF EXCESS MATERIAL SHALL BE APPROVED BY TI-IE BUILDING DEPARTMENT. 12. LANDSCAPING OF ALL SLOPES AND PADS SHALL BE IN ACCORDANCE WITH CHAPTER 15 OF TI-IE NBMC. 13. ALL CUT SLOPES SHALL BE INVESTIGATED BOTI-1 DURING AND AFTER GRADING BY AND ENGINEERING GEOLOGIST TO DETERMINE IF ANY STABILITY PROBLEM EXISTS. SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS OR POTENTIAL GEOLOGICAL HAZARDS, TI-IE ENGINEERING GEOLOGIST SHALL RECOMMEND AND SUBMIT NECESSARY TREATMENT TO TI-IE BUILDING DEPARTMENT FOR APPROVAL. 14. WHERE SUPPORT OR BUTTRESSING OF CUT AND NATURAL SLOPES IS DETIERMINED TO BE NECESSARY BY THE ENGINEER GEOLOGIST AND SOILS ENGINEER, THE SOILS ENGINEER WILL OBTAIN APPROVAL OF DESIGN, LOCATION AND CALCULATIONS FROM TI-IE BUILDING DEPARTMENT PRIOR TO CONSTRUCTION. 15. TI-IE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL INSPECT AND TEST THE CONSTRUCTION OF ALL BUTTRESS FILLS AND ATTEST TO THE STABILITY OF THE SLOPE AND ADJACENT STRUCTURES UPON COMPUETION. 16. WHEN CUT PADS ARE BROUGHT TO NEAR GRADE THE ENGINEER GEOLOGIST SHALL DETERMINE IF TI-IE BEDROCK IS EXTENSIVELY FRACTURED OR FAULTED AND WILL READILY TRANSMIT WATER, IF CONSIDERED NECESSARY BY TI-IE ENGINEERING GEOLOGIST AND SOILS ENGINEER, A COMPACTED FILL BLANKET WILL BE REPLACED. 17. TI-IE ENGINEERING GEOLOGIST SHALL PERFORM PERIODIC INSPECTION DURING GRADING. 18. NOTIFICATION OF NONCOMPLIANCE: IF, IN TI-IE COURSE OF FULFILLING TI-IEIR RESPONSIBILITY, THE CIVIL ENGINEER, TI-IE SOILS ENGINEER, THE GEOLOGIST OR TI-IE TESTING AGENCY FINDS THAT TI-IE WORK IS NOT BEING DONE IN CONFORMANCE WITI-1 THE APPROVED GRADING PLANS, TI-IE DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITI-IING TO THE PERSON IN CHARGE OF TI-IE GRADING WORK AND TO THE BUILDING INSPECTOR. RECOMMENDATIONS FOR CORRECTIVE MEASURES,IF NECESSARY, SHALL SUBMITTED TO THE BUILDING DEPARTMENT FOR APPROVAL. 19. CONTRACTOR SHALL USE THE CITY STANDARD FORM '30-DAY NOTICE OF INTENT TO EXCAVATE' TO NOTIFY ADJACENT PROPERTY OWNERS BY CERTIFIED MAIL 30 DAYS PRIOR TO STARTING EXCAVATION OR SHORING. CITY STANDARD FORM CAN BE OBTAINED AT : HTTP://WWW.NEWPORTBEACHCA.GOV/HOME/SHOWDOCUMENT?ID=17395. PROOF OF CERTIFIED DELIVERY IS REQUIRED AT TI-IE TIME OF PERMIT ISSUANCE. 20. A. CAL-OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5' AND FOR SHORING AND/OR UNDERPINNING. 8. CONTINUOUS SPECIAL INSPECTION, PER SECTION 1705.6, SHALL BE PERFORMED BY TI-IE GEOTECHNICAL ENGINEER DURING SHORING AND EXCAVATION OPERATIONS AND DURING REMOVAL OF SHORING. ENCROACHMENT NOTES: 1. AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK ACTIVITIES WITHIN THE PUBLIC RIGHT-OF-WAY. 2. PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT OF WAY AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT. 3. IF ANY OF TI-IE EXISTING PUBLIC IMPROVEMENTS SURROUNDING TI-IE SITE IS DAMAGED, NEW CONCRETE SIDEWALK, CURB AND GUTTER, ALLEY /STREET PAVEMENT, AND OTHER PUBLIC IMPROVEMENTS WILL BE REQUIRED BY THE CITY AT THE TIME OF PRIVATE CONSTRUCTION COMPLETION. 100% OF THE COST SHALL BE BORNE BY THE PROPERTY OWNER (MUNICIPAL CODES 14.24.020 AND 14.08.030). SAID DETERMINATION AND THE EXTENT OF TI-IE REPAIR WORK SHALL BE MADE AT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR. 4. AN ENCROACHMENT AGREEMENT IS REQUIRED FOR ALL NON-STANDARD IMPROVEMENTS WITHIN THE PUBLIC RIGHT-OF-WAY. ALL NON-STANDARD IMPROVEMENTS SHALL COMPLY WITI-1 CITY COUNCIL POLICY L-6. SOILS REPORT RECOMMENDATION: 1. PROJECT SITE SOILS AND GEOTECHNICAL REPORT IS PREPARED BY EGA CONSULTANTS. PROJECT NO. MA304. 1, DATED APRIL 19, 2021. SITE GRADING RECOMMENDATIONS ARE PROVIDED IN TI-IIS REPORT ON PAGES 10-12. 2. GRADING AREAS MUST BE STRIPPED OF ALL VEGETATION, DEBRIS, AND OTHER DELETERIOUS MATERIAL PER SOILS REPORT REQUIREMENT. 3. ALL LOOSE SOIL DISTURBED BY THE REMOVAL OF TREES AND/OR STRUCTURES MUST BE REMOVED AND RECOMPACTED PER SOILS REPORT REQUIREMENT. 4. OVEREXCAVATION AND RECOMPACTION ARE PER SOILS REPORT REQUIREMENTS. EARTHWORK QUANTITIES: CUT VOLUME FILL VOLUME EXPORT OVEREX/RECOMPACT = 25 CY = 20 CY = 5 CY = 115 CY THESE QUANTITIES ARE ESTIMATED FOR PERMIT FEE ESTABLISHED ONLY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OWN QUANTITIES FOR CONSTRUCTION. VICINITY MAP SCAUE: NOT TO SCALE LEGEND: ABBREVIATIONS: ROOF LINE BM BENCHMARK CONC CONCRETE "' . FG FINISH GRADE CONCRETE SURFACE FL FLOW LINE cs CONCRETE SURFACE WOOD FENCE FS FINISH SURFACE DI DRAIN INLET TG TOP OF GRATE 77/777777///ZZ, BLOCK WALL TW TOP OF WALL BLDG BUILDING GFF GARAGE FINISH SURFACE PROPERTY LINE NG NATURAL GROUND HP HIGH POINT PVC PIPE FF FINISH FLOOR INV INVERT DS DOWNSPOUT DRAINAGE FLOW AC ASPHALT CONCRETE PL PROPERTY LINE ., DRAIN INLET (E) EXISTING (N) NEW rn:Jll co CLEANOUT GRATE INLET TYP TYPICAL TDG TRENCH DRAIN GATE LEGAL DESCRIPTION: LOT 18, BLOCK 11, MAP OF EAST NEWPORT BEACH RECORDED IN BOOK 3 PAGE 37 OF ORANGE COUNTY RECORDS. BENCHMARK: OC PUBLIC WORKS VERTICAL CONTROL DATA SHEET: IE-122-14; 4" ALUMINUM DISK ELEVATION: 9.179 FEET (NAVD88). SHEET INDEX: 1. TITLE SHEET 2. GRADING PLAN AND DETAILS C-1 C-2 3. EROSION CONTROL PLAN C-3 NOTE: ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT RELIEVE APPLICANTS OF THE LEGAL REQUIREMENTS 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. II • • rev1s1on CD "' ~on "'° ...,,... ·3.-Vl Ol date printing date project SINGLE FAMILY RESIDENCE 114 E. OCEANFRONT NEWPORT BEACH, CA APN: 048-074-26 owner NEWPORT HOMES DEVELOPEMENT, LLC MR. ROBERT J. HALL 755 W. 17TH STREET, UNIT H COSTA MESA,CA 9262 TEL: (714)292-0419 project no. 450-224P4 scale AS NOTED drawn NB checked JMA date 04/30/21 sheet title TITLE SHEET NOTES sheet no. C-1 1 OF 3 PA2021-112 1 t-z ~ LL ~ 0 0 ~ '' OJ ¾" CRUSHED ROCK_,,,- - I< C u: '" 0 D "' 4' BLOCK WALL u a Z ..,. 0 u a:, FILTER CLOTH LAP---------------LCiC,,c{:_r;•'Cihi'(!11°!).c,i}r;•'1l 12" @ TOP 12" - - FRENCH DRAIN BASIN DETAIL 1 DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG NTS GRAPHIC SCALE 5 0 2.5 5 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ( IN FEET ) 1 inch = 5 ft. q:> ADJACENT BUILDING ROOF PEAK EL.= 123.52' "' ~"..~ 0:, ;:~ I N11"23'14"E 'V Ir,; ,J'b /,· ' \ v 10LF '" /-PL s.J ? ') '" (1% sc ® HOUSE FF = 12.70 PAD = 12.37 9 ' ' ~ r::s1{ff- ~;/(d 1..._. GARAGE "" 0 ·~o OJ I 1 o· <~~-'·t ~ -<._'1 ~ / /E3 ./J ,J'J ' i: re® (:C, T, F I I ADJACENT BUILDING / ADJACENT BUILDING CONSTRUCTION NOTES: CD PROTECT EXISTING WOOD FENCE IN PLACE. (D PROTECT EXISTING WALL IN PLACE. @ RELOCATE EXISTING GAS METER (BY OTHERS), © ® ® 0 ® ® @ @ OVEREXCAVATE EXISTING SOILS TO 2.5 FEET DEPTH AND RECOMPACT PER SOILS REPORT RECOMMENDATIONS. CONSTRUCT REINFORCED CONCRETE HARDSCAPE PER ARCH AND STRUCTURAL PLANS CONSTRUCT REINFORCED CONCRETE STEPS AND ENTRY PER ARCH PLANS. CONSTRUCT 3" PVC, SCHEDULE 40, DRAIN LINE AT MINIMUM 1 % SLOPE AS SHOWN PER PLAN AND SECTION-A ON THIS SHEET. INSTALL 3" DIA AREA DRAIN INLET, NOS MODEL 909B OR EQUAL AT LOCATIONS SHOWN ON PLAN. CONSTRUCT 12" WIDE AND 18" DEEP FRENCH DRAIN PER DETAIL NO. 1 ON THIS SHEET. CONSTRUCT 12" X 12" OPEN BOTTOM ROCK/GRAVEL FILLED GRATE BASIN PER DETAIL N0.2 ON THIS SHEET. CONSTRUCT 6" WIDE BOTTOM TRENCH DRAIN PER DETAIL NO. 3 ON THIS SHEET. INSTALL POLYETHYLENE PLASTIC JOINT MATERIAL "QUICK-JOINT" OR EQUAL-, 1½" MIN \: COVER \ /. g" SECTION A NTS 3" PVC a Z N-::,; @' ', & ® ADJACENT BUILDING @ ',, I 15 PRECAST 12"X12" CATCH BASIN BROOKS MODEL 1212 CB OR EQUAL. SET TO GRADE WITHOUT CONC. BASE --EX. FLOW FILTER CLOTH------ ROOF PEAK EL.=124.71' VANDAL PROOF BROOKS 1212 STEEL GRATE, TRAFFIC & ADA TYPE, OR EQUAL. EX. FLOW 6" MIN OPEN BOTTOM ROCK BASIN DETAIL2 NTS DIMENSIONS DETERMINED BY GRATE FRAME DIMENSIONS. USE FRAME AS A FORM :z ::,; ' a:, ' 0 9 6" 3" • 3/4" CRUSHED ROCK --__ ./i 24" W/FILTER CLOTH i-------~-----, ELEVATION NTS NOlES: r 6" MIN. WIDE PEDESTRIAN SAFE FRAME & GRATE / 3/8" SLOT OPENING. EAST JbRDAN IRON WORKS OR EQUAL (800) 874-41 DO ·----, .-114 REBAR TOP / ,-& BOTTOM FILL THIS PORTION WITH CRUSHED ROCK AFTER POURING GRATE SUPPORT CURB A. DIG A 24" WIDE X 8" MINIMUM DEPTH TRENCH. B. PLACE FILTER CLOTH IN THE TRENCH LAP 12" @ TOP. C. FILL BOTTOM OF THE TRENCH WITH 3/ 4" CRUSHED ROCK. D. FORM AND POUR PERIMETER CONCRETE CURB. E. FILL THE REST OF THE TRENCH WITH CRUSHED ROCK TO 4" FROM TOP OF TRENCH. ADJACENT BUILDING /--GRATE SECTION B (TYP) NTS ' ' ' --------,,---------~•: r ---------------- / I ' • ' ' ' ' ' ' ' ' L/ ' ' ' ' ' ' ' ' ' ' ~-----------------i' r' ------------------~ PLAN VIEW NTS BOTTOMLESS TRENCH DRAIN DETAIL3 NTS 0 (!I z z >-(Xl w N > ~ '° -0:: " (0 ::::i ~" UJ ·:; ..---VJ (f) m z . (!I . o~ ""Cl·-I'<) z >c~ ~ z m£1 z L :.= {,O oom <( mo.,., _J I-0.. ""Cl L ,,......_ com omo (!I ~"Oe .J z --C 0:: Oo -w -E > w Oo z·-z 0 -(!I N 0 r') z " w II ~ DRAWNGS. SPEaFlCATIONS, IDE'AS, DESIGNS AND ARRANGEMENTS REPRESEN'TED IN THIS SH ET ARE .IND SHALL REMAIN THE PROPER1Y OF THE ENQINEER, MID NO PMT THEREOF !WU BE COPED, DISCLOSED 10 OTHERS OR USED IN CON~N MlH IWf O'THER WORK DR PROJECT O'THER THMI THE SPECIFIED PROJECT FDR WHla-1 Tl£'I' HAVE BEEN PREPARED AND DEVELOPED WIIHCUT THE WRITTEN CONSENT OF THE ENCHEER. 'o'ISLW. OOITToliCT 'MTH THESE PUNS OR SPEClf'rATlONS SHIU CONSTITIJTE CONCLUSl','E EVIOOICE OF ~EPr/lNCE OF THESE RESIRIC110NS. wmTEN DIMENSIONS ON Tt£SE DRIIWINGS SHALL lilWE PRECEDENCE !l'.m SCAI..Ell DNENSKlNS. CONTRACTORS SHALL VERIFY ANI BE RESPONCIBLE FOR AU. lllr.ENSIONS AND OONDlmNS ct! Tl£ JOB AND THIS OFFICE MUST BE NOTIFIED OF NlY VNIIATIOMS FROM THE 00.ENSIONS AND CONDmONS SI-IO'MI II\' THESE DRAWINGS. !IIOP DETAILS MUST BE Sll!IIITTED 10 THIS OFFICE FOR APPRDWJ. BEFORE PROCEDINC WITH FABRICAllCIN. . . rev1s1on date printing date project SINGLE FAMILY RESIDENCE 114 E. OCEANFRONT NEWPORT BEACH, CA APN: 048-074-26 owner NEWPORT HOMES DEVELOPEMENT, LLC MR. ROBERT J. HALL 755 W. 17TH STREET, UNIT H COSTA MESA,CA 9262 TEL: (714)292-0419 · t 450-224P4 proJec no. scale AS NOTED drawn NB checked JMA date 04/30/21 sheet title GRADING PLAN sheet no. c-2 2 OF 3 PA2021-112i 1-z ~ ~ ~ ----·-------··· c:: ~ ~ '-'-''' ~ '-'-' '~ '-'-,:~~:' ,____,________,.~~"" ~~~~ """<', ~~ ~ PL 1··, r ~ 11-HOUSE ff -l?.7,0 I )\L~ -1 :· __ 7;,7 GARAGE ,, .-u c; =:J (~: :=7 _l_ :' ' LL z <( w (_) L. (~; 111'7+-~?f---'+-+-+-----',rl 0 I--en ~ GRAPHIC SCALE •1 L ol . --• I ,. I { IN FEET ) 1 inch = 5 ft. DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG T UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA EROSION CONTROL PLAN NOTES: 1. IN CASE OF EMERGENCY, CALL ROBERT J. HALL PHONE # (949)689-7999 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 15 TO APRIL 15). NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 3. EROSION CONTROL DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE CITY INSPECTOR. 4. ALL REMOVABLE EROSION PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE 5-DAY RAIN PROBABILITY FORECAST EXCEEDS 40%. 5. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM STREETS, CHECK BERMS AND BASINS BY CONTRACTOR, NO COUNTY FORCES. 6. GRADED AREAS ON THE PERMITTED AREA PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPES AT THE CONCLUSION OF EACH WORKING DAY. DRAINAGE IS TO BE DIRECTED TOWARD DESILTING FACILITIES. 7. THE PERMITTEE AND CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS CONDITION. 8. THE PERMITTEE AND CONTRACTOR SHALL INSPECT THE EROSION CONTROL WORK AND INSURE THAT THE WORK IS IN ACCORDANCE WITH THE APPROVED PLANS. 9. ANY SLOPES WITH DISTURBED SOILS OR DENUDED VEGETATION MUST BE STABILIZED SO AS TO INHIBIT EROSION BY WIND AND WATER. 10. SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACED FROM THE SITE BY VEHICLE TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE STABILIZED SO AS TO INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC WAY. ACCIDENTAL DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS. 11. CONSTRUCTION SITES SHALL BE MAINTAINED BY IMPLEMENTATION OF BEST MANAGEMENT PRACTICES (BlvtPs) IN SUCH A MANNER THAT POLLUTANTS ARE NOT DISCHARGED FROM THE SITE TO THE MAXIMUM EXTENT PRACTICABLE. 12. ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ON SITE AND MAY NOT BE TIRANSPORTED FROM THE SITE VIA SHEET FLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE OR WIND . 13. STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS IAUST BE PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY THE FORCES OF WIND AND WATER. 14. FUELS, OILS, SOLVENTS AND OTHER TOXIC MATERIALS 1,1UST BE STORED IN ACCORDANCE WITH THEIR LISTING AND ARE NOT TO CONTAMINATE THE SOIL AND SURFACE WATERS. ALL APPROVED STORAGE CONTAINERS ARE TO BE PROTECTED FROM THE WEATHER. SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER. SPILLS MAY NOT BE WASHED INTO THE DRAINAGE SYSTEM. 15. EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC RIGHT-OF-WAY OR ANY OTHER DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCRETE WASTES ON SITE UNTIL THEY CAN BE DISPOSED OF AS SOLID WASTE. 16. ALL NON-STORMWATER DISCHARGES, UNLESS EXCEPTED OR AUTHORIZED BY AN NPDES PERMIT, REQUIRE PRIOR APPROVAL BY THE STATE WATER RESOURCES CONTROL BOARD. 17. TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND. . I I'~ ~ ·~ I t I ~ I , '" ·I -I :::'. I, C 1-C--r-: ' ,, ---:, 7 ,I LS "I I ~ I '-. ~;_< ,. ~;. :_ .• J x____. ' o: / / L1-:::1"AC1-I\T EULDI i:; / A~Jic.C,r f'l..l_rn.G STORM WATER POLLUTION PREVENTION NOTES: (CONSTRUCTION PHASE) co /SANDBAGS 6 D D D D D D D 6' 10 ML PLASTIC LINING □ / LATH & FLAGGING d ON ALL SIDES D D 1~,--□--□~a~•-□--□-------1,rSANDBAGS NOTES: NAlURAL OR FIISHED GRADE 10 ML PlASllC LINING SECTION A-A NOT TO SCALE 1. ACTUAL LAYOUT DETERMINED IN FIELD. 2. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30 FEET OF THE TEMPORARY CONCRETE WASHOUT FACILITY. CONCRETE WASHOUT DETAIL NO. 2 NOT TO SCALE 0 PROVIDE SINGLE ROW OF GRAVEL BAGS - 2 BAGS HIGH. PER BIAP SES REQUIREIAENT, SEE DETAIL NO. 1. 0 PROVIDE SILT FENCE AT LOCATION SHOWN AND AT PERIMETER OF CONSTRUCTION FENCE WHERE APPLICABLE PER BMP SE1 REQUIREMENTS 0 PROVIDE 1 O' X 10' CONCRETE WASTE CONTAINMENT AREA BELOW GRADE TYPE, PER BMP WMS, SEE DETAIL NO. 2. 0 PROVIDE STABILIZED CONSTRUCTION ENTRANCE/EXIST (TYPE 1) AT LOCATION SHOWN ON THE PLAN PER BMP TC-1 0 PROVIDE SANITARY /SEPTIC FACILITY PER BMP Wlvt9. © PROVIDE DRAIN INLET PROTECTION PER BMP SE10. NOTE: THERE IS NO NON-STORM WATER DISCHARGE ON THIS SITE DURING CONSTRUCTION EXCEPT TO WET DOWN GROUNDS FOR DUST CONTROL. PLACE GRAVELBAGS TWO HIGH ALO TOP AND BOTTOM OF SLOPE, ALSO WHERE SHOWN ON THE PLANS. NATURAL OR FINISHED GRADE 1 • CONSTRUCT THE LENGTH OF EACH REACH SO THAT THE CHANGE IN BASE ELEVATION ALONG THE REACH DOES NOT EXCEED i THE HEIGHT OF THE LINEAR BARRIER. IN NO CASE SHALL THE REACH LENGTH EXCEED 500'. 2. PLACE GRAVELBAGS TIGHTLY. 3. DIIAENSION MAY VARY TO FIT FIELD CONDITION. 4. GRAVELBAG BARRIER SHALL BE A MINIMUM OF 2 BAGS HIGH. 5. THE END OF THE BARRIER SHALL BE TURNED UP SLOPE. 6. CROSS BARRIER SHALL BE A MINIMUM OF ½ AND A lvtlNllvtUl,1 OF ¾ THE HEIGHT OF THE LINEAR BARRIER. 7. GRAVELBAG ROWS AND LAYERS SHALL BE STAGGERED TO ELIMINATE GAPS. GRAVELBAG DETAIL NO. 1 NOT TO SCALE LEGEND: ~ ----0-------0--FILTER FABRIC GRAVEL BAG SILT FENCE (DURING GRADING AND CLEARINl; OPERATIONS) STORl,1 WATER FLOW ct.tu WALL WOOD FENCE (.)~ z~ ID N > ~ IO -Cl:'. a,<0 en ~ :!:'. ...... ::, ~ (/)"' z0 . c~ ""0--1"') >c~ ~i en L ~ ,E I ~=w C Ca, en u"' I-°: "'C ..:-C ca> Oen□ C) ~-Ce ...J z •-C Oo -Cl:'. .E >~ Oc z·-Cl 0~ N I') r---II • • rev1s1on date printing date project SINGLE FAMILY RESIDENCE 114 E. OCEANFRONT NEWPORT BEACH, CA APN: 048-074-26 owner NEWPORT HOMES DEVELOPEMENT, LLC MR. ROBERT J. HALL 755 W. 17TH STREET, UNIT H COSTA MESA,CA 9262 TEL: (714)292-0419 project no. 450-224P4 scale AS NOTED drawn NB checked JMA date 04/30/21 sheet title EROSION CONTROL PLAN sheet no. C-3 3 OF 3 PA2021-112NEWPORT HOMES DEVELOPMENT LLC BEACH HOUSE: 114 OCEANFRONT NEWPORT BEACH, CALIFORNIA 92661 www.a-architects.cam 1· 23'-3 1/2" b I "' 25'-5" t 10'-9 1/2" 1' 10" u-" 5'-2" " ~ 1 1 Sffi (@ • LOW ROOF 25 S.F. • "V 2ft • I -( 5'-o 1/2" 3'-9" SECOND FLR ENCLOSED 1265 S.F. 57'-6" 7.5'/ 0 I 24' HL) in 19 S.F. ') ri' .,,,\\ ' r,;:, I. 2·-1 o· • ·1 0, I . -t 3'-11 1/2" • ~ffi DECK ,;::> 1 25 S.F. ,__· ' ~:., ,\s. l 3'-6" 1 SECOND FLOOR AREA 6'-2" 1· l 1 ;-., ...__ " I "' .,. I " 23'-5" 14'-4 1/2" " 1 BALCONY 74 S.F . 3'-0" b I "' N ,1'6' ,·i,, -'I~---------r----------------------------------"1-..~~ in I in D D ~□~□ er@lli) □u®@u~~ □ CFO@□ 1601 Dove Street, Suite 255, Tel: 949-955-9070 Newport Beach, CA. 92660 Mobile: 949-689-7999 CARPORT 137 S.F. C 24129 * FIRST FLR ENCLOSED 1174 S.F. ss'-o" FIRST FLOOR AREA THIS MID ALL OTHER PROJECT DOCUMENTS AND ALL IDEAS, AESTHETICS AND DESIGNS INCORPORATED THEREIN ARE REVISION INSTRUMENTS OF SERVICE. ALL PROJECT DOCUMENTS ARE DESCRIPTION DATE REVISION 'o I -..,. N DESCRIPTION DATE THE REGISTERED PROPERTY OF AZIZI ARCHITECTS, INC. r,----t=C7.=c-=======c------j===:-:-i-----t---------------j-------j (AA)AND CANNOT BE LAWFULLY USED IN WHOLE OR IN PART 1 PRELIMINARY DESIGN REVIEW 02/01/2021 FOR ANY PROJECT OR PURPOSE EXCEPT AS DESCRIBE□ IN THE CON'TRACTUAL AGREEMENT BETWEEN AA AND THE CLIENT. AA HEREBY GIVES FORMAL NOTICE THAT J,J,IY SUCH r.2---+C~D~P~Af'=P=L~,c=A~T=,~o~N~--------j=os=,~1 o=,2=0~2~1-t-------jf-------------+-----, PROJECT DOCUMENT USE, REPRODUCTION, OR MODIFICATION (MISUSE) IS NOT ONLY UNLAWFUL BUT ALSO ~----+---------------j------j-----t---------------j-------j AUTOMATICALLY BINDS ALL PAR.TIES INVOLVED WITH I MISUSE TO FULLY INDEMNIFY AND DEFEND AA AND M'S CONSULTJ,J,ITS TO THE MAXIMUM LEGAL EXTENT AGAINST AU_ LOSSES, DEMANDS, CLAIMS OFi LIABILITIES ARISING 1-----+---------------j------j-----t---------------j-------j DIRECTLY OR INDIRECTLY FROM PROJECT DOCUMENT MISUSE. PROJECT DOCUMENTS DESCRIBE DESIGN INTENT OF WORK AND ARE NOT A REPRESENTATION OF THE 1----+-------------j----j----+-------------t----j AS-BUil T OR EXISTINC3 CONDITIONS. AA AND M'S CONSULTANTS MAKE NO REPRESENTATIONS CONCERNING THE ACCURACY OF DOCUMENTS AND ARE NOT 1-----+---------------j------j-----t---------------j-------j RESPONSIBLE FOFi ANY DISCREPANCIES BETWEEN PROJECT DOCUMENTS AND THE EXISTING CONDITIONS. PLAN NORTH N $ PLAN NORTH N $ 1/4" = 1·-a· SHEET TITLE: JOB NAME: NHD BEACH HOUSE JOB NO.: 2112-NHD FIRST & SECOND FLOOR PLANS DATE: 02/01/2021 DRAWN BY: DV, JS, MH CHECKED BY: MA FILE NAME: SHEET NO.: A-A2.1 z 0 -l-o => Cl::'. I-C/) z 0 (.) Cl::'. 0 LL l-o z I Cl) 1-z -Cl::'. Cl. Cl) Cl) w Cl::'. (.9 0 Cl::'. Cl. PA2021-112NEWPORT HOMES DEVELOPMENT LLC BEACH HOUSE: 114 OCEANFRONT NEWPORT BEACH, CALIFORNIA 92661 www.a-architects.com ;,, N D D ~□~□ Cf@[}u Dfi@@fi~~ D Cfu©o 1601 Dove Street, Suite 255, Tel: 949-955-9070 Newport Beach, CA. 92660 Mobile: 949-689-7999 * ~ C 24129 ,.,. * EXP 2. 31. 21 or c11 l)'iC)~ 24'-6 3/4" 22'-8" 20'-9 1/16" 4'-1 15/16" 4'-6" 7'-6 15/16" 0 I b I ~IQ(i-ROOF PARAMJL '-491 S.F. / ' "' • N ·' ----------1----ROOF DECK PARAMETER W/0 CABANA 1046 S.F. - -\ 52'-1 1/16" 7'-6 15/16" CABANA THIS AN□ ALL OTHER PROJECT DOCUMENTS AND ALL IDEAS, AESTHETICS AND DESIGNS INCORPORATED THEREIN ARE INSTRUMENTS OF SERVICE. ALL PROJECT DOCUMENTS ARE REVISION 20'-0" & ROOF DECK DESCRIPTION DATE AREA REVISION DESCRIPTION DATE THE REGISTERED PROPERTY OF AZIZI ARCHITECTS, INC. 1--,------,i=c====---------+-----+----+----------------+----~ fM)ANDcmNOTBELAWFULLYUSEDINWHOL.EORINPART 1 PRELIMINARY DESIGN REVIEW 02/0112021 FOR ANY PROJECT OR PURPOSE EXCEPT AS □ESCRIEIED IN THE CONTRACTUAL AGREEMENT BETWEEN AA AND THE I -,,-------j"'"'c=-==c===-------t,===-+----+---------------+----~ CLIENT. AA HEREBY GIVES FORMAL NOTICE THAT ANY suCH r 2 CDP APPLICATION 05/10/2021 PROJECT DOCUMENT USE, REPRODUCTION, OR MODIFICATION (MISUSE) IS NOT ONLY UNLAWFUL BUT ALSO , -------,f--------------+-----+----+----------------+----~ AUTOMATICA.LLY BINDS ALL PARTIES INVOLVED WITH r MISUSE TO FULLY INDEMNIFY AND DEFEND AA AND AA'S CONSULTANTE TO THE MAXIMUM LEGAL EXTENT AGAINST ALL LOSSES, DEMANDS, CLAIMS OR LIABILITIES ARISING 1-------,f--------------+-----+----+---------------+----~ DIRECTLY OR INDIRECTLY FROM PROJECT DOOJMENT MISUSE. PROJECT DOCUMENTS DESCRIBE DESIGN INTENT OF WORK AND ARE NOT A REPRESENTATION OF THE 1--,------,f--------------+-----+----+----------------+----~ AS-BUil T OR EXISTING CON□mONs. M AND M'S CONSULTANTS MAKE NO REPRESENTATIONS CONCERNING THE ACCURACY OF DOCUMENTS AND ARE NOT 1-,------,f--------------+-----+----+----------------+----~ RESPONSIBLE FOR ANY DISCREPANCIES BETWEEN PROJECT DOCUMENTS AND THE EXISTING CONDmONS. SHEET TITLE: PLAN NORTH N $ 1/4" = I'-O" JOB NAME: NHD BEACH HOUSE JOB NO.: 2112-NHD DATE: 02/01/2021 DRAWN BY: DY, JS, MH ROOF PLAN CHECKED BY: MA FILE NAME: SHEET NO.: A-A3. I z 0 -I-(.) => 0:: I--en z 0 (.) 0:: 0 LL l-o z I en 1-z -0:: a.. en en UJ 0:: (9 0 0:: a..