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20190227_Plans
GENERAL NOTES: 1. THE SCOPE OF SERVICES UNDER THIS CONTRACT IS LIMITED TO PROVIDING A "BUILDER'S SEr' OF PLANS. THIS SET OF PLANS IS SUFFICIENT TO OBTAIN A BUILDING PERMIT; HOWEVER, ALL MATERIALS AND METHODS OF CONSTRUCTION NECESSARY TO COMPLETE THE PROJECT ARE NOT NECESSARILY DESCRIBED IN THIS "BUILDER'S SEr'. THE IMPLEMENTATION OF THE PLANS REQUIRES A CLIENT /CONTRACTOR (GENERAL CONTRACTOR AND SUBCONTRACTORS) THOROUGHLY KNOWLEDGEABLE WITH THE APPLICABLE BUILDING CODES AND METHODS OF CONSTRUCTION. THE PLANS DELINEATE AND DESCRIBE ONLY LOCATIONS, DIMENSIONS, TYPES OF MATERIALS AND GENERAL METHODS OF ASSEMBLING OR FASTENING. THEY ARE NOT INTENDED TO SPECIFY PARTICULAR PRODUCTS OR OTHER METHODS OF MATERIAL INSTALLATION. 2. ALL WORK SHALL COMPLY WITH THE MOST STRINGENT REQUIREMENTS OF ALL APPLICABLE CITY, COUNTY, STATE AND GENERAL LAWS, RULES, CODES, ORDINANCES OR REGULATIONS. IF THE GENERAL CONTRACTOR OR ANY SUBCONTRACTOR PERFORMS ANY WORK IN CONFLICT WITH THE ABOVE -MENTIONED LAWS, RULES, CODES, ORDINANCES AND REGULATIONS, THEN THE CONTRACTOR IN VIOLATION SHALL BEAR ALL COSTS AND REPAIRS ARISING FROM THE NON -CONFORMING WORK. (N45° 44'30"E 118.76') -~~~-~ ' ~~ 1i i ____ -L..------------"",t"',e----------------t-=::----=::---------+SETBACKl ... \ cf)"'~ I ---"7---f -\--I p-e.x,_s,/"'¥ ,,c,;,crrrF-1NT ~ -----l-'--(E);_. \ I -_:.(2;:;)EL{;!Y.-::. --'"1/.t;,t;,1A/!!5V7VAV&> $8 \ ~~T SETBACK LINE j' i------ 1 I I \ \ 3. ALL MATERIALS, WORKMANSHIP AND DETAILS SHALL COMPLY WITH 2016 CALIFORNIA BUILDING CODE, 20 J 6 CALIFORNIA MECHANICAL CODE, 20 J 6 CALIFORNIA PLUMBING CODE AND 2016 CALIFORNIA ELECTRICAL CODES. 4. CONTRACTOR TO VERIFY All CONDITIONS AND DIMENSIONS AT SITE. All INCONSISTENCIES SHALL BE BROUGHT TO THE ATTENTION OF THE DEVELOPER AND THE ARCHITECT PRIOR TO PROCEEDING WITH ANY WORK. R=60.0' (L=29. l 8) I I ~I I.ii ~/ I \ I I I \ \~ 0 I;:; 5. ANY ERROR OR OMISSIONS FOUND IN THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE DEVELOPER AND ARCHITECT IMMEDIATELY. 6. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 7. All GRADING AND EXCAVATION FOR STRUCTURAL COMPONENTS SHALL CONFORM TO THE PROJECT SOILS REPORT. 8. OWNER SHALL RECONSTRUCT EXISTING DAMAGED SIDEWALK/CURB/GUTTER, EXTENT DETERMINED BY PUBLIC WORKS INSPECTOR. 9. ROOF AND GROUND MOUNTED MECHANICAL EQUIPMENT TO BE SCREENED FROM PUBLIC VIEW AND THE VIEW OF ADJACENT RESIDENCES. 10. WITHIN THE REQUIRED FRONT SETBACK NO FENCE, HEDGE, RETAINING WALL, GUARDRAIL OR ANY COMBINATION THEREOF MAY EXCEED 42" FROM EXISTING GRADE PRIOR TO CONSTRUCTION. l l. All PERMITS RELATED TO THE PROPOSED PROJECT SHALL BE ISSUED AT THE SAME TIME, OR SEPARATE PLANS AND PLAN REVIEW Will BE REQUIRED FOR ITEMS NOT ISSUED WITH THIS REVIEW. PROVIDE ADDITIONAL PERMIT WORKSHEETS FOR THE FOLLOWING. A. ACCESSORY STRUCTURES, DETACHED PATIO COVERS AND TRELLISES. B. DETACHED OR FREE STANDING TRASH ENCLOSURES. C. MASONRY OR CONCRETE FENCES OVER 3.5 FEET HIGH. D. RETAINING WALLS OVER 4 FOOT HIGH FROM THE BOTTOM OF THE FOUNDATION TO THE TOP OF THE WALL. 12. All MECHANICAL AND ELECTRICAL EQUIPMENT, INCLUDING DUCTS TO BE AT OR ABOVE BASE FLOOD ELEVATION OF 9.0 MSL (NAVD 88). 13. WASTE LINES IN WALLS AT FIRST FLOOR TO BE CAST IRON. 14. CONTRACTOR SHALL NOTIFY ADJACENT PROPERTY OWNER'S BY CERTIFIED MAIL 30 DAYS PRIOR TO STARTING THE SHORING OR EXCAVATION WORK. PUBLIC WORKS NOTES 1. DRIVEWAY APPROACH MUST BE A MINIMUM OF 5' FROM ANY TREE, FIRE HYDRANT, LIGHT POLE OR ANY OTHER OBSTRUCTION. 2. DRIVEWAY MUST BE A MINIMUM OF 6" RISE FROM THE STREET FLOW LINE PLUS 2% IN ACCORDANCE WITH THE CITY DRIVEWAY STANDARD. 3. ALL PRIVATE IRRIGATION SPRINKLER HEADS TO BE INSTALLED & POSITIONED IN A MANNER THAT WILL NOT CAUSE WATER OVER SPRAY ONTO THE PUBLIC RIGHT OF WAY 4. IF THE WATER METER IS LOCATED IN THE DRIVEWAY APRON, THE BOX MUST BE REPLACED WITH ONE HAVING A STEEL LID TRAFFIC GRADE. 5. AN ENCROACHMENT PERMIT IS REQUIRED FOR ALL NON-STANDARD IMPROVEMENTS WITHIN THE PUBLIC RIGHT OF WAY. All NON-STANDARD IMPROVEMENTS TO COMPLY W/ CITY COUNCIL POLICY L-6 & L-18. IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND /OR OWNER TO OBTAIN SUCH PERMITS FROM THE PUBLIC WORKS DEPARTMENT. 6. THE SEWER LATERAL SHALL BE REPLACED AND BROUGHT UP TO CURRENT CITY STANDARDS AND A CLEAN OUT SHALL BE INSTALLED PER CITY STANDARD #406-L ADJACENT TO THE PROPERTY IN THE PUBLIC R.o.w. 7. A NEW SEWER CLEANOUT SHALL BE INSTALLED AT THE EXPENSE OF THE DEVELOPER. THE SEWER LATERAL SHALL BE REPLACED FROM THE SEWER MAIN TO THE PROPERTY LINE, WHERE A CLEAN -OUT SHALL BE INSTALLED. INSTALL PER STD -406 -L WITH A TRAFFIC -GRADE BOX AND COVER, ADJACENT TO THE PROPERTY LINE IN THE ALLEY RIGHT -OF - WAY. 8. ADDITIONAL SURFACING REQUIREMENTS MAY BE SPECIFIED BY THE PUBLIC WORKS DEPARTMENT WHEN TRENCHING WORK OCCURS WITHIN PAVEMENTS LESS THAN FIVE YEARS OLD. 9. ALL UTILITY SERVICE CONNECTIONS SERVING THIS DEVELOPMENT SHALL BE MADE UNDERGROUND. 1 O. A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION IS REQUIRED BEFORE THE BUILDING DEPARTMENT PERMIT FINAL CAN BE ISSUED. AT THE TIME OF PUBLIC WORKS DEPARTMENT INSPECTION, IF ANY OF THE EXISTING PUBLIC IMPROVEMENTS 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" WATER SERVICE, WATER METER BOX, SEWER LATERAL AND/OR CLEANOUT W/ BOX & LID WILL BE REQUIRED. 100% OF THE COST SHALL BE BORNE BY THE PROPERTY OWNER. (MUNICIPAL CODES 14.24.020 AND 14.08.030). WILL BE REQUIRED. 100% OF THE COST SHALL BE BORNE BY THE PROPERTY OWNER. SAID DETERMINATION AND THE EXTENT OF THE REPAIR WORK SHALL BE MADE AT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR. 11. ALL LANDSCAPING IN THE FRONT SETBACK AREA TO HAVE A MAX. GROWTH CHARACTERISTIC OF 36" IN HEIGHT FENCES, HEDGES, WALLS, RETAINING WALLS, GUARDRAILS AND HANDRAILS, OR ANY COMBINATION THEREOF SHALL NOT EXCEED 42" IN FRONT YARD SETBACK AND 6 FEET FROM SIDE AND REAR SETBACKS, AS MEASURED FROM EXISTING GRADE. 12. A LICENSED SURVEYOR SHALL COMPLETE FEMA ELEVATION CERTIFICATE AND SUBMIT IT TO THE BUILDING DEPARTMENT INSPECTOR DURING FINAL INSPECTION. 13. POOLS, SPAS, WALLS, FENCES, PATIO COVERS, AND OTHER FREESTANDING STRUCTURES REQUIRE SEPARATE REVIEW AND SEPARATE PERMITS. NOTE, ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT RELIEVED 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. i' j I I -€fa--- ~, 15'-0" MIN.S.B. ' ----....2_4•_,, .. / I S,B. 1 ~ I I I 11 I L._ I 1 ------11. ---------,,,. ------- 0~~~=========- @----LLI :.=:, ::!:i:S~-3--3-=:===========: ® t, @: //. (,q )/ZGS/.,;;::eNc.e... --eLEV. ~/-2..(!)" A.8V HAVP St!:, .,....._ ------- -=-::=;~:2-;z~-----c-~-z1=::::=:::r~~~::::;z.::-w.~sr. (;;;<12-.- SITE PLAN ----- THIS PLAN IS FOR SETBACK PURPOSES ONLY. SCALE: l /8" = l '· O" S.8. .{_#}-c;D-"IC.,:8~ f:p .J-'irl'".Se4-r@-ri J ,'1p -{fJ )-"b'-,tr -/ . -rp:.~~-~--tw""~'~,._ -_· ._ --tJ: - I I ---f • ,LO Zs ,tVC. Q2 //-;I- ALL SETBACKS MEASURED FROM PROPERTY LINE TO FACE OF FINISH. ., I ___ -:·:'-:Y:,/..ll'f«f'G/Z-_ ___ .:_ __ :____/ tf/,. "5&.. -,=7 :- SITE IMPROVEMENT PLAN - -- LANDSCAPE AREA SHOWN: 175 SQ. FT. SCALE: 1 /8" = 1 '-C I I : 1 " I ~ ~ I le 1~ '~ I i I:: II I MIN. S.B. "' I I I r ---... _£"~~3 I I I I I ------- i . -=E.J.rrnr/. --- --.. I ..3 I I I I I \ I \ I I lo c:i '() // /-:! I I \. I I i'' ;u;:;r r- I 1 ~ I 5'-o• MIN. S.B. WM SHEET INDEX 1 TITLE SHEET /SITE PLAN 2 FIRST FLOOR PLAN 3 SECOND FLOOR PLAN 4 THIRD FLOOR PLAN 5 ROOF PLAN 6 BUILDING SECTIONS 7 EXTERIOR ELEVATIONS 8 EXTERIOR ELEVATIONS S.F.A. 1 FIRST FLOOR SQUARE FOOTAGE ANALYSIS S.F.A. 2 SECOND FLOOR SQUARE FOOTAGE ANALYSIS S.F.A. 3 THIRD FLOOR SQUARE FOOTAGE ANALYSIS O.S.A. 1 FIRST FLOOR OPEN SPACE ANALYSIS O.S.A. 2 SECOND FLOOR OPEN SPACE ANALYSIS C. 1 PRELIMINARY PRECISE GRADING PLAN C.2 TOPOGRAPHIC SURVEY LEGAL DESCRIPTION LOT 18, TRACT 1011 A.P.N. 423-031-19 OCCUPANCY , R-3 / U CONSTRUCTION TYPE, VB -SPRINKLERED AUTOMATIC FULLY SPRINKLERED SYSTEM PER (N.F.P.A. 13D) SPRINKLER DRAWINGS AND HYDRAULIC CALCULATIONS TO BE SUBMITTED TO PLAN CHECK AN APPROVED PRIOR TO ISSUING A BUILDING PERMIT. OBTAIN FIRE SPRINKLER PERMIT PRIOR TO CALLING FOR ROOF SHEATHING INSPECTION. PROJECT DESCRIPTION A NEW THREE STORY RESIDENCE WITH ROOF DECK AREA CALCULATIONS LOT AREA, BUI LDABLE AREA, MAXIMUM ENCLOSED AREA, (3,779.4 x 2) LANDSCAPE AREA PROVIDED, OPEN SPACE AREA MIN. REQUIRED, OPEN SPACE AREA PROVIDED, FOOTPRINT, FIRST FLOOR LIVING AREA, SECOND FLOOR LIVING AREA, THIRD FLOOR LIVING, {MAXIMUM ALLOWED= 567 S.F.) TOTAL LIVING AREA, 2 -CAR GARAGE AREA, 1 -CAR GARAGE AREA, STORAGE AREAS , TOTAL ENCLOSED AREA, CONSULTANTS STRUCTURAL ENGINEER RIGHT ENGINEERING, INC. RAED GHOULI 26040 ACERO, SUITE 1 00 MISSION VIEJO, CA 92691 TEL, (949) 855-2300 SURVEYOR ROM SURVEYING RONMEDEIMA 23016 LAKE FOREST DR. LAGUNA HILLS, CA 92653 TEL. (949) 858-2924 ENERGY CONSULTANT SOUTHLAND ENERGY PAUL KANDARIAN 1491 GLENNEYRE ST. LAGUNA BEACH , CA 92651 TEL, (94tJ 497-3591 SOILS ENGINEER E.G.A. CONSULTANTS 37 5 MONTE VISTA, SUITE C COSTA MESA, CA. 92627 TEL, (949) 642-9309 GOVERNING CODES CALIFORNIA BUILDING CODE CALIFORNIA RESIDENTIAL CODE CALIFORNIA ELECTRICAL CODE CALIFORNIA MECHANICAL CODE CALIFORNIA PLUMBING CODE CALIFORNIA FIRE CODE CALIFORNIA ENERGY CODE CALIFORNIA GREEN BUILDING STANDARD CODE, CAL GREEN CHAPTER 15 N.B.M.C. fJ .. Newpwl Pier VICINITY MAP --. _-0 -_ rn - . LIDO ISLE ' • .~ 5,336.8 S.F. 3,779.4 S.F. 7,558.8 S.F. = 17S S.F. 3,779.4 x 15% = 567 S.F. Z,44"1 S.F. = 2,650.0 S.F. = 1,816.5 S.F. = 2,252.0 S.F. = 470.5 S.F. = 4,539.0 S.F. = 547.0 S.F. = 241.5 S.F. = 45.0 S.F. = 5,372.5 S.F. -· © • ·, 2016 CBC 2016 CRC 2016 CEC 2016 CMC 2016 CPC 2016 CFC 2016 BEES 2016 CGC ~ ~ ~ ~ 0 vi z 0 H VJ ~ ~ 0 u ~ ~ f-..; VJ ~ 0 u .. ~ S2 0 ::r: ~ z ~ ~ u z ~ 8 VJ ~ ~ z H ~ ~ ~ DATE E 8 (13 E C) @) t5 .l!l G \,0 N 0\ ~ z VJ~ ~o 0~ u~ ~6 O· ~ ::r: ~u ~~ co r:t:4 ..-; E-< ~ 0 Ps ~ z 01-22 -2019 PROJECT NO. 18 -00 SHEET NO. __. / i :i~ ,, -A1 C/l -I ,, r- 0 ,0 A1 C/1 Q fj; ~ ~ = II ~ ' 0 = ~ 0 "' z 0 ~ . •' ~ [\JI ..,, r-> z .... ~ 00 8 I ~ Q 0 z 0 9 • 0 .... I Ne N> I ~ t5 to I I // I f I 1:~ i ,, 1~ Q I ' .. I; t. . 4/ I / I A"' ... ·~ ,...,. \ 'A · •' 'f. 'f 71 ./.._ \ -----.•. .__,,"'·· ~ ... =·- .. ·~<.'.":::-.:~·--""'-""''"'·cc· C:::f--------1------~Y-- I ' \1\ -,,,11,1 ... t? 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SMITH, ARCHITECT ,ff!f;_s * lt C -~BR"N-~ 425 30TH STREET. SUIIE 22 0 -· ~ ; ~~ ;'ci NJEWPORT BEACH, CALIFORNIA 92663 ~ ,_,,._ n~ (949) 631 -3682 ~ --s O,p~ ~\-ll,t!!~,? e): bradsmitharchitect@gmail.com ~ * :,._') : ' I I I 1 I --~ ~ . . - ! i ~ ll I ~ !tl ~- ~ '\. 00,; ~ 00 S I ~ ~ q ~ . ·: ! ' l ' fl ! i i' ~ · " .:::·: :ro ~ ... o • 1 N ~ .. ,-.'~ fb/ 11, I / . I .. . ; ····'tt-fc.ttttH.tt. ... ij , I i ,i I ,. i., ! i l 1 .. !-ttlfr1 rmt;rHrh-it-f,.-.,-..,..1]1 ·,; ,. -· J ! , ' , I I i I : ' ' i • I i ~ I I 11 ,t It I #.' i i I t /' ' -/ l } t : ,) / I i / } ' ! ,/ I I . I I J I V / I. . I ~1._ 1111 · I I I 1 ,// I v ,. ! I ··-----...... t;.J~,<~~-A~ . --.. -·· "'"•· ,,-f ---"-·fJ--,:~~~--tr- ~ g ~ !) ~! · 'J,$:~ll j'P.fJ/'c'-S/2l;,' ' _. -_ .. ,_z_~=~ ~ IT ' . tl !.6' - t i;' -~ ~ " ~ I) ~ [) µt d1++.,. /' .. !( . l:l & . . J • >. :,;. ij / .... ·· ,,_ ,' ...i_ _..1_' r\ 11 , i1 1: 1_11 1, I , -' : • ~ 1 !\, .. , r-r 1 , 1 . ~II 1 il1i\_1_~---!_ +I ~~~ t-:...) • ...-_.. 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I ,)Jl1='=:ffl 11 l 11 1111 ,I 111 11) . 1" 111 f i I I I I I I 11 11 , I -' ' i ' I ' I I 1· ' I • ' ' I ' I I I ' ' ! I I ;, I I ,I 11 I II I " • • • •• ,_we ! i ~ .1111 i 111 · ~ 1111 ~ 1i i ii i ii i ~ ii I 111111 H, 1-+J-.. J-' t: 1--, , _,_.,_ ,/~·, r A NEW HOME AT : N I EXTERIOR 0 ...... " I ~ ! ! ! ! i ; I . ~ m . ~ : : i I I I 1 I ~ '('i : i \\i ~ )1 .~ ". I I I MARTIN RESIDENCE l5 ELEVATIONS ..... 18 BALBOA COVES IO NEWPORT BEACH. CALIJFORNIA 92663 ·1 : i I, 11 .. I I ' i ' ' ' -ai . I -' - l ; . '!1-,=--,--111 + \~··\ ' ' ,111P ' .,. t:11_ ,...\ t: JI I 1r_ ··--. ' 1111 1 I ' • I . .:.: = _ '.J I r • "'"" ____ , -1t~4 l=d:;::-: ::.::::c 1: ·,_. ___ · l_l1 ! I 111 \1 .'· I I I '< I I -I : ( , I .1 ,t +1-l- ; ~.' i ; -; r· -·/:,, ez:::: ~ l I 11 , / / I'-._ _ _-_·-----=# ,'JL ,, I I, 1 ITO HITD' J!, -I-; -; iffi - !I I l ~ lJ i I • ll I J I i 1 :' I '. 1 ~-- l II I 111 i - . , '·+·=-X- • , : +:JI.: I . . ··~ 'IIFHH. II I {fr~JFi ~1 ; i ,. ( ii ' ._ ' ~- • I , I lj -·· II U I -II II I :-I () ' ~ 1--< 1~ I~ I~ r II Ii I --f-+1,:::__ __ . -~jf-·-.-~ I -- -----/ ~ I I 1n-1ii, 1 ;=t I r:::o 11 ' I " I ' '. i I i ' I " __ fb~.J.d ' nt=.' ~u~ I \JJI \\ ' ~ i JL!J ll II II II II ll ll 111 ~ I l I I I /J , l I I l I. . I i , i' . I . · , I · i l I fl I ' II I 1 , _·, • : • .• • , 1 -- .:.+ 1 t ~=~·· l:--w~;: ·o· \ si;-• I··' . . .. .. \ . ' . -... I ·---·· ---- 1 C .J \ ··. jJ . ',i:,.,, - ',Iii -'de\,, i . l \· ~.~,-· .~ .1.11, 'i i I \ I ' . ' I \ I I \ I~ . . . . I I'· ! Ii I! - '( , 1 I ' ;1 i I ! · ' I ! 1-I I J !' / • I I . · /. I I ~ ! i WJ ,I,· .i ' I •J I IC • ' · I I !f 1' I, I I i I , i' I 1! 'I s ,· I . I I I .· ,,I ' 'i, ii.•,, , ,,1111 ' 0' ~ 1 fl !11111(111 ~ ,,, .. ~ ,, ~ ~' \ ~ f'=I ' _LJ ' ri ~ 11r1n i1H • • i I ' --"Z?:, 1.-l/ t;o, /2All-:1 ib•" ~ ~ J ' ' tl I ) i i' i l ~ "'I ~ "' II• . -fl. ".ll\' ·,--~·,,,;t. f!t!,;; ,., . n • 1111 JJ--H7 . --c,,,,.. ,,,., f· I II ----- #;: ~fil l R -+-,I, M ~' ~i .:, 4'' ~ I ! : i '. ~ ' . :: i-'P. (7 p,;, ,:i,eq ' BRADFORD C. SMITH, ARCHITECT ',."> * l~ ~ z .,.,:;.f~ 425 30TH STREJET. SUITE 22 '>i -0 '981,,, 0 -· iJ' .,, ' () ,0 'o NEWPORT BEACH, CALIFORNIA 92663 Q ~:; tLi, (949) 631 -3682 ~ ~-()~ '.a ,0 l> ~c, p :pl\i. o,. H\..\~ e ): bradsmitharchitect@gmail.com Z<I * \.. , .' j o' NORTH 8' 16' SCALE: 1 "=8' NOTE: RECORD EASEMENTS ARE NOT PLOTTED IF ANY. SURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTY CORNERS OR OFFSETS BEFORE STARTING GRADING. LEGEND (123.45) ( ) # -- s N.G. P.P. WM F.F. G.F. CONC. F.S. M.H. p A.C. T.G. DESCRIPTION MEAS. ELEVATIONS REC. BRG. & DIST. DECK BRICK WALL BUILDING PROPERTY LINE FENCE BENCH MARK NATURAL GRADE POWER POLE WATER METER FINISH FLOOR GARAGE FLOOR CONCRETE FINISH SURFACE MAN-HOLE PLANTER ASPHALT TOP-GRATE ADDRESS OF PROJECT: 18 BALBOA COVES NEWPORT BEACH, CA COUNTY OF BENCH MARK: NB2 7 77 ELEVATION = 8.56 NA VD 88 DA TUM LEGAL DESCRIPTION: LOT 18 OF TRACT NO. 1011 PREPARED FOR: GREG MARTIN TOPOGRAPHIC SURVEY JOB: 73-2 DATE: 8/29/18 RdM SURVEYING INC. RON MIEDEMA L.S. 4653 23016 LAKE FOREST DR. #409 LAGUNA HILLS, CA 92653 (949) 858-2924 OFFICE (949) 858-3438 FAX RDMSURVEYING@COX.NET ,, \ ~,"' 0i"" 1o°' &·s· V \ \ \ \ \ \ ----------------- ----------------------------- / / / / / / < " " " " '--.. " ~v,.G \ ,;§v'v <o \ / \ / \ / / V ---- ---- \ R=60.0' <L=29,18) \ -------- .,, ,,, ,~ " ' PROPERTY ~ LINE u '--.. I I r -------- \ \ .,ff \7 \ FIRE PIT 7 I I \ CONC. " / 9 r.f/-0 Gl.43TG) C"J(Y· -_ __, BARBECUE CDNC. 0 ct1.43TG) -- COUNTER ----- \ \ ----'~ ~ 0":,· v CONC. \ \ \ \CONC \ AC AC \ CONC. \,·~ CONC. \ \ CONC. \ CONC <N45.44'30'E 118,76') 0 (11.47TG) -- CONC. 0 Ctl.42TG) -- PROPERTY ..._ff y LINE gt" .,;. -- 1 STORY RESIDENCE --(23.10) RTIJGr----- CDNC. d11.48TG) Cm.46TG) --- GARAGE -(22,68) RIDGE - (\, I I . ' p CONC, p ---_y' ---------- / '--.. "-.. / I / I .,, ~ CDNC. ~ "" PALM e ----CONC. I I I /i.43FS> (11.28FS) \,/M AC AC I CONC. I / CDNC. AC _,, ,, " ,..i o'"v· "'" <,~ 12.0 " -0 .... -I() .... ~l II <l l CDNC. V AC PROPERTY LINE -0 CDNC. ci .... .... &, I; I ct' "" " ~ C -/Y· ,"' ff ti CONC . I AC AC AC AC \,/M AC 9 ,,6 L._,-.,,. AC , " ' v ct' .) " <i c,-",: AC ," " AC AC AC AC AC AC AC AC -------------··· --~---·-----,-----------·· .. l I ~ j ~ \A . l I . I I ~ ll ~ I I I 1 ' ' ! I I , I I i • . ' I i I I ' I • i : i I I : l / . ' ' ! I • , I I I I I I 11 0 0 .... ,_. ~ I i 00 ~ N o C/J I ~ N~ 0 ~ B I ~ ) 0 p N 0 to i I I . I . 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' I ----~-t ,,I) ' !II) ' \ I I eJ ,£? ~ 8 --,. ---Z.,Y,7 , ' "' "'I I I IV·--~ -+ i' ' r I , I I l ------·--,-----.. BRADFORD C. SMITH.·ARCHITECT 425 30TH STRJEET, SUITE 22 MARTIN RESIDENCE OPEN SPACE ANALYSIS NEWPORT BEACH, CALIFORNIA 92663 (949) 631 -3682 18 BALBOA COVES NEWPORT BEACH, CALIFORNIA 92663 e ): bradsmitharchitect@gmail.com s * li ~'> 2 is,.,;i,,..C'e o"' ::: P '<J. ~'t 'jj --() ic) () ~-~)> J>: ';.. n ~ ............ . ~ "' ,., ;.. ~s p 0-A "' 1-1~ ~ 1Yt4 * \_') C/:l ~ I > ~ ~ i ~ :\J ~ J t ' ' ~ , I I 1 ! ..... ~ 00 o I C N ~ V, 0 ~ N I 0 ,_. 0 I ~ 1:3 to I I I l ' \ ~ ! ! ~ "' \' ' I ' ' I i I I, D ~ (' :i\ //~'' I\ ' ' R ~ ~ t ~ ) ~ ·~ < i / '.'' ::.'1 '·1 ' r 1 : , ·1 ! : I ~({\)~(H.' ~ t, ~ ~ ~ "1 ~ ~. .1$ \S ·· N.--1~. • I ~ -\3_ t,l ~ , ~ ""-~ i " I 1-\s ~ ~-~ ~-I ' X' :( y.-~ ! 1~ 'th~ 'x. ')!, t~ ~ jl. ti~' ~'. '-..._ . '"-. ' ,:'-1"" I I 'II.. ~. ~ ~ , ·. ·". ...:.., " ~ "".·. I. )' : '~ ~ .-.. + ,,. .. "'!"1 11 , I· " !' ' ... 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' ," (/'. , I t I I / '\ I I I I -'!\, --/r~~ 1 ~ 2 -~ ! v-, iy· l I ! . r ~~~ _jf ···-~ --- !) r -~--~ i: I ' i ! ' i ' '. ~ I +-·----- I -+ ~. fli 61 /f4 i~ ~ lit, ~------------,,1.-----------.....--~ t ~I j I i I , \ I ~ • ~,~, ___ ,, ____ , _____ , __ ..... ,. .. ,,,. __ _ ; I i I I --i-t-- .,.,.,,,· / 3RD FLOOR BRADFORD C. SMITH, ARCHITECT 425 30TH STREET, SUITE 22 MARTIN RESIDENCE SQUARE FOOTAGE NEWPORT BEACH. CALIFORNIA 92663 18 BALBOA COVES ANALYSIS (949) 631 -3682 NEWPORT BEACH. CALIFORNIA 92663 e ): bradsmitharchitect@gmail.com :~: ~s * ltc -t ~ 0 -· ii' .,, ......_ () "'~ () ~-'c ~ ......_... l)~ :0,pff, ~ Hl.\~ Zq * I.