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20190917_Plans_24x36
PA2019-174 GENERAL NOTES: 1. THE SCOPE Of SERVICES UNDER THIS CONTRACT IS LIMITED TO PROVIDING A "BUILDER'S SET" 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 SET". THE IMPLEMENTATION Of THE PLANS REQUIRES A GENERAL CONTRACTOR AND SUBCONTRACTORS THOROUGHLY KNOWLEDGEABLE THE Of THE APPLICABLE CODES & METHODS OF CONSTRUCTION. PLANS DELINEATE A 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. _-o .. -cc ... :::c.'.'"C. c-... cc .. =•··c-:'."C=cc-c=~0:::l::\:-,=9=====i[;=============c==l Q=9=•=69'c'= ..... =c.cc .. (EIE)B) BlCLOIOCK<iWNJALlli[=-===:;t1, ;~• ========-=---=-?7, c.; .. =···=~-=R;cc;=~/=;=~;=V=IC=E =~51-.. ~t 4 ~-?J• "' .,~ o 'lo f:S,"--~;-=.==.::-.r,:·:...=:..:::.=..:J· ----====-i...:==....::::...::::..-=:...=:..:::.=.:.·'7-_ _ _ -: _SET!ACK LINE-~--~-. ____ -~--"-~~i I I I PATIO I ~ I I 3. All MATERIALS, WORKMANSHIP AND DETAILS SHALL COMPLY WITH 2016 CALIFORNIA BUILDING CODE, 2016 CALIFORNIA MECHANICAL CODE, 2016 CALIFORNIA PLUMBING CODE AND 2016 CALIFORNIA ELECTRICAL CODES. NEWPORT BAY I 4. CONTRACTOR TO VERIFY All CONDITIONS AND DIMENSIONS AT SITE. ALL INCONSISTENCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH ANY WORK. 5. ANY ERROR OR OMISSIONS FOUND IN THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE 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 SOI LS 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. 11. 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 fKASH 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. RECYCLE AND/OR SALVAGE FOR RE-USE A MINIMUM OF 65% OF THE NON HAZARDOUS CONSTRUCTION AND DEMOLITION WASTE IN ACCORDANCE WITH SECTION 4.408.1 CAL GREEN CODE PUBLIC WORKS NOTES l. ALL PRIVATE IRRIGATION SPRINKLER HEADS TO BE INSTALLED & POSITIONED IN A MANNER THAT WILL Nor CAUSE WAIER OVER SPRAY ONTO THE PUBLIC RIGHT Of WAY 2. IF THE WATER METER IS LOCATED IN THE DRIVEWAY APRON, THE BOX MUST BE REPLACED WITH ONE HAVING A STEEL LID TRAFFIC GRADE. 3. 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. IT IS THE RESPONSIBILl[Y OF THE CONTRACTOR AND /OR OWNER TO OBTAIN SUCH PERMITS FROM THE PUBLIC WORKS DEPARTMENT. 4. A NEW SEWER CLEANOUT SHALL BE INSTALLED AT THE EXPENSE OF THE OWNER. THE SEWER LATERAL SHALL BE REPLACED FROM THE SEWER MAIN TO THE PROPERTY LINE, WHERE A CLEAN-OUT SHALL BE INSTALLED PER STD-406-L WITH A TRAFFIC-GRADE BOX AND COYER, ADJACENT TO HIE PROPERTY LINE IN THE PUBLIC RIGHT-OF-WAY 5. ADDITIONAL SURFACING REQUIREMENTS MAY BE SPECIFIED BY THE PUBLIC WORKS DEPARTMENT WHEN TRENCHING WORK OCCURS WITHIN PAVEMENTS LESS THAN FIVE YEARS OLD. 6. 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, /I 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 ANO l 4.D8.030). WILL BE REQUIRED. l 00% OF THE COST SHALL BE BORNE BY THE PROPERTY OWNER. SAID DETERMINATION /IND THE EXTENT OF THE REPAIR WORK SHALL BE MADE AT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR. 7. A LICENSED SURVEYOR SHALL COMPLETE FEMA ELEVATION CERTIFICATE AND SUBMIT IT TO THE BUILDING DEPARTMENT INSPECTOR DURING FINAL INSPECIION. 8. BUILDING SITE IS LOCATED IN A SPECIAL FLOOD ZONE. TOP OF SLAB OF FIRST FLOOR TO BE AT OR ABOVE ELEVATION 9.0 MSL [NORTH AMERICAN VERTICAL DATUM, SHOWN AS NAYD 88) NGVD = NAVD -2.c' N.B.M.C. 15.50.200 (c) 9. RE· PAINT All EXISTING RED CURBS AT THE INSTRUCTION OF BUILDING INSPECTOR. l 0. ALL WORK RELATED TO WATER IN THE PUBLIC RIGIIT OF WAY SHALL BE PERFORMED BY A C-34 LICENSED PIPELINE CONTRACTOR OR AN "A" LICENSED GENERAL ENGINEERING CONTRACTOR. 11. All WORK RELATED TO WASTEWATER IN THE PUBLIC RIGHT OF WAY SHALL BE PERFORMED BY A C-42 LICENSED SANITATION/SEWER CONTRACTOR OR /IN "A" LICENSED GENERAL ENGINEERING CONTRACTOR. PATIO :LI " t,I ~I Sil I TOP OF SLAB ELEV. 10.0' L 1-<t ~ I~ "' ~ C, -< u iE ~ 0 0 ~ vj ~ g .,.,... ______ ""2;;.5',..;·o"""±~ _____ J 1 N.S.B. g 25'-0" 2 ESTABLISHED GRADE 1 -9.71' F.S. 2 -9.71' F.S. 3 -9.37' F.S. 4. 9.37' F.S. T = 38.1 O' F.S./ 4 = 9.54' ESTABLISHED GRADE ~ ~ 3 q ~ -~ -0 "' ,., .. P- 0 Q I I I IE) SIDEWALK I I I IE) FACE OF CURS 1 I I 1 2 TH STREET 1 -+----.. ----------+---T SITE PLAN THIS PLAN IS FOR SETBACK PURPOSES ONLY. SCALE: 1 /8" = 1 '-O" JO~ NORTH 4] '-8" \ 4'-Q" I 24'•0" .,-----=,-------~~---...,,..,c,--------,=,..--~~---,-------~~------,r- 6~ :·. 6'-0" .f i..1 '·0" 6'-0" 7'-0"' 6'-0'' .,r.l '-O'' I 3'-2" J 1-1 '.Q'' ~ ~ ;.. ;.. ~ ~ l 4'-6" 6" . I I :-.w " " ~ JJ; ,,,, I ~I TOP OF SLAB ELEV. 10.0' ·1 .• 2" SLO?E s,. ~I ~I I ;., ELEVATOR -.; "' ~ 2' ~ •'W -I I J N I I 'I 1,f) FACE OF CURB SLAB EDGE PLAN THIS PLAN IS FOR DIMENSIONAL PURPOSES ONLY. SCALE: 1/8" = 1'-O" JOB NORTH SHEET INDEX 1 TITLE SHEET /SITE PLAN/SLAB EDGE PLAN 2 FIRST FLOOR PLAN 3 SECOND FLOOR PLAN 4 THIRD FLOOR PLAN 5 ROOF PLAN 6 NOT INCLUDED 7 BUILDING SECTIONS 8 EXTERIOR ELEVATIONS 9 EXTERIOR ELEVATIONS S.F .A. 1 FIRST & SECOND FLOOR SQUARE FOOTAGE ANALYSIS S.F.A.2 THIRD FLOOR SQUARE FOOTAGE ANALYSIS o.s. OPEN SPACE ANALYSIS L. 1 LANDSCAPE PLAN C. l TOPOGRAPHIC SURVEY C.2 PRELIMINARY PRECISE GRADING PLAN C.3 EROSION CONTROL PLAN LEGAL DESCRIPTION LOT NO. 1 BLOCK 4 A.P.N. 047 -261 • 01 THE SOUTHEASTERLY HALF OF LOT 616 AND ALL OF LOT 617, OF TRACT NO. 907, IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 28, PAGES 25 • 36 INCLUSIVE, OF MISCELLANEOUS MAPS, IN THE OFFICE OF THE COUNTY RECORDER IN SAID COUNTY. OCCUPANCY: R-3 / U CONSTRUCTION TYPE: VB -SPRINKLERED PROJECT DESCRIPTION DEMOLITION OF EXISTING DWELLING & CONSTRUCT A NEW, 3-STORY HOME W / ATTACHED 3-CAR GARAGE. T. O. SLAB 10.0' & T. 0. CURB 10.6' ABV. NAVD 88 AREA CALCULATIONS FIRST FLOOR LIVING AREA, SECOND FLOOR LIVING AREA, THIRD FLOOR LIVING AREA TOTAL LIVING AREA, 3 -CAR GARAGE AREA, TOTAL ENCLOSED /IRE/I: LOT AREA, BUILDABLE AREA: 2,744.5 S.F. x 2 = S.F. MAXIMUM BUILDABLE AREA OPEN SPACE REQUIRED: 411.6 S.F. OPEN SPACE PROVIDED, 713.0 S.F. CONSULTANTS SURVEYOR 1,629.5 S.F. 2,013.0 S.F. 408.9 S.F. 4,051.4 S.F. 739.5 S.F. 4,790.9 S.F. 4,655.2 S.F. 5,489.0 S.F. STRUCTURAL ENGINEER RIGHT ENGINEERING, INC. RAED GHOULI ENERGY CONSULTANT SOUTHLAND ENERGY PAUL KANDARIAN ROM SUIIYEYING RON MEDEIMA 26040 ACERO, SUITE 100 MISSION VIEJO, CA 92691 TEL: (9c9) 855-2300 l c91 GLEN NEY RE ST. LAGUNA BEACH , CA 92651 TEL, (949) 497-3591 23016 LAKE FOREST DR. LAGUNA HILLS, CA 92653 TEL: (949) 858-2924 GOVERNING CODES CALIFORNIA BUILDING CODE CALIFORNIA RESIDENTIAL CODE CALIFORNIA ELECIRICAL CODE CALIFORNIA MECHANICAL CODE CALIFORNIA PLUMBING CODE CALIFORNIA FIRE CODE CALIFORNIA ENERGY CODE CALIFORNIA GREEe1 BUILDING STANDARD CODE, CAL GREEN CHAPTER 15 N.B.M.C. 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 ASSOCIAflONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AU fHORIZED BY THIS PERMIT. Newport Gay JOB SITE 1140 W. Bil Y AVE. VICINITY MAP 2016 CBC 2016 CRC 2016CEC 2016 CMC 2016CPC 2016CFC 2016BEES 2016 CGC (jFj ~ .~ ~ 3: z ~ 0 F'"') 0 (jFj ~ ~ ~ 0 ~ ;JATE E 0 t) (6 \0 C°') o, <t: e z p::; 0 ~ 2~ z u ~:d ~u ~<G <G li1 ~ t"9 ~~ ,....0 o es "T' ;s:: ~z 09 .. 16 .. 2019 PRUJl:Cf NO, 1') .. 03 SU.LET NO. - PA2019-174I I I t I I I I I ~-,-PATIO SEE LANDSCAPE PLAN IN) 3'-6" HT, WALL ' :0 ' "' -7'-0" ,-,,_ . 6'-011 ,-. -. FIRST FLOOR PLAN 79'-8" --r 1 '-0" "' " 4'-011 •· r-,_ SCALE: l /4" J. 1 '-011 -J I L C _J y 1 '-0" -I '-0 I r-JOB NORTH 24'-0" LOW PLANTER WAIL AT PROPERTY LINE I~ CONCRETE SIDEWALK 22'-0" -24'-011 J I r-·-r ---I IE) FACE OF CURB 1 I• I r-r J 5'-011 FRONT S.B. I I I r ,. I I f-, ~ V) ~ ~ ~ E 0 0 ca E Ol @) 0 2 .c 0 .... ca .c :'= E en -0 ~ ..Cl .. -(]) f-, 1----D~A:;TI::-, ---1 ~ 09-16-2019 ~_-.:_ 1---~m:o~JI~.CT:";N~o:"'. --1 ;:J 19 -03 (/]1--~~~-1 ~ SlllTJ NO ~ <( b' (/J <( 0 0 PA2019-174 I, ' 0) ' 't 251-8 11 ,. i , . • 5'-1 O" --cp ' I ,. 8'-0" .. 5'-0 11 • , . --- 79'-0 I /2" 41'-0 1/2" r, 141-011 ' 22'-2 l /2" - I . 0 "' ' ' "' "' -- G 0 ' ' ' I I ' ' .I·:··:-I SECOND FLOOR PLAN SCALE: l / 4" = l '-0" BEDROOM 2 0 t , 14'-4" l 5'-2" ' JOB NORTH :----LG , . • tf 5'-0" I I I I I I I I I I I I I I I ' I I I I I ~ I I I I I -1 I I I I I I I . ~ • -0 .' -0 ' ;, ' 0-- -0 ' -0 -0 ' "' M F1 u ~ r (a :;:j UJ (J · ~ E ~$ 8 µ.! z - t: p'.j. ~ . ~ bOC'l OJ T1 Vl~OO ~ t~~' =,µ.jUI.J!l ~p:'. ..,,;:.C 2r t""'::r:(a ~ VJ Vl U -C1l . :r:~~ £ U f-, µ,l CTI .E 0 r:tl -(/) q (Y)~ ~ a:: ~ 0 -? ~ ~ © ~ ~ ~ ~ 0 µ_, ' - PA2019-174 ;/ ,. 24'-2" 291-6 11 23'-6" , • 7 '-4 l /2"± # l 5'-0" # 14'-6" .. I ,' --~---~-~~-' , 1 , I ~---- --- --- --- --- --- --- --- --- --- ---- --- --- - I , , 7 '- 6 " f ON RIDGE 70 _ 6 " , • I I •' ----------------------It---I - --~, --- --- --- --- --- ------ --- --- --- --- --- --- ------ ---- ----0- I I I t I I I 1 I I ~ Ii> ; iONRICGE .,,,----------------------------------------------3"' -------------ti:------------; ____ _,,,•,c--+------------------------------------------------------- I 4'-6" 61-011 41-611 I I . . . , ;, . , I , l 5'-0 11 . 14'-6" . , , I , I ~ , 29'-6" I , 231-611 I • ;, ~0 , /4\ , y ~_) THIRD FLOOR PLAN SCALE: 1 / 4" = 1 '-0" JOB NORTH I I I I ' ---f- ~ Cl') 0 ~ ~ f0 \Q ~ \Q N O'\ ~ .. ~ ~ ~ 0 0 ~ fJa 0 µ.J~ ~ f2, Fj I', u 0 • ~i h9 Cf") µ:I '<-~ ~u >-< i2l ,-z ~ p'.:1 p:i f-, ~ ~ >~ ..,.. 0 ~ • o es VJ ~ ~J-l ~ ~ ~ rl~ ,.....,:z; f-i ~ DATJ.i ,.e'.; 09 -16 -2019 ts P/\OJECI NO. VJ 19 -03 ~ ~UHiTNO, f-i / VJ ~ _, 0 u PA2019-174 D -- 7 I ~------------------------------------------j-________________________________________________ ! -------------;;-___________ ! --------------~ I : ,0 I I --0 -I I ' . . N I M r---------''lr----i=-----I i--------[------£ --11--:;INEOF-SECONDFLOORBELO;N --- -_::rL___ ------- - - -=:;--=-7 ----SETBACKLINE_ -jLiNEOFSECONDFLOORBELOW { ------ I I I I ------ I I I I I I I lg I = I IS I ~ I 1~ I ~ I I~ I "' I 3'-0'i I I I I I I I I I I I I I wl s1 " ';/ I ~I "' I I I I I I I I L --~ ; ~ -, l I I I I +42" GlASS RAILING <1/4",12" ROOF DECK \ / +42' GlASS RAILING T 4'-0" ~-----+-f ---LINE OF THIRD FLOOR BElO,;v--7 3'-o" I l '-0" > ca ~: <( :~ 0 w ' 0 0,. <( "" N (.'.) ' -0 """" 0 w ' I() I ~ 00 V) (') :::; __ i_J ~ ca ~ w V) r----1 (.'.) w 0 c2 11 ~' I 3: 12 11 I RIDGE = 0 ' LINE OF THIRD FLOOR BELOW-- RIDGE AT 38.54' -29'-0" ABV. _L_~ I 2'-0" BUTTERFLY ROOF I I= ==l=====:::;-i ~ ESTABLISHED GRADE 11 I II◊ I 1 QsCK ~ l 3: 12 ~ " + I I \: ~ ~~ ~ - -_?lATE LINE_ -- -I ~ L h __ l r---~ __ LINE OF THIRD FLOOR !ELOW _ -1::j = =~=:;::::=====:ff'.J ~ ,_ I I L 1-------'-----------o-", '-------'--i _. f f : -11 --_ ---i-·- z <( "" >-0 lJ.J __, z __, lJ.J <( CL 0~ > - --0 1 I I L_ --- ~: i- i I I 2'-0" 7~ u Ii I I -~ _JlflE OF SEcoNclFtoo, BELO','/___ ___ I L L_ -----------= 0 0 3: 12 :0 ~ ~~ -· --- _ LINEOF SECOND FLOOR BELOW "~ _ _ •• L-------cf-'ii.-----------'='---------l----' -----------------------------0-- ---------------------------~---------------------J 1 SETl3ACK LINE - 3'-0" I - ~---- --- --- --- --- --- --- --- --- --- --- --- --- -N - ------ --- --- --- --- - - --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- ----f- l I I ROOF PLAN SCALE: 1 /8" = 1 '-O" JOB NORTH C/1 8 H :H ("".) \,0 µ;i \D 01 3: G, ;:; .. z ~ ~ :c 0 0 ~ ~ 0 5~ ~ ~ zu 0 • ~i ~ VJ ;s: ~ <1j u ~~ ~ ~ ~ ~i::cl r-t1 f-, <1j ~ ia F • o r µ,; ~ Z/' ~ VJ pc! ~ ::z <( L ,- ~ DA:IE ~-08 -14 -2019 ~-0 PROJECT NO. VJ 19 -03 ~ SIIEET NO. r f-, VJ <1j -t·~ 0 u PA2019-174 38 54' MAXIMUM HEIGHT 'i---· ---------------------~ ~ • -0 ' • TOP OF RAILING ROOF DECK ~ ------------ = ";- co -'i.-!_OP OF ~L :r:,___ __ -'-!_OP PLA!_E ___ _ ' 1::, ' c,. . :0 i r,',~ II 12 SLOPE r - fi,wlfuwlwif«aiM?~mhmkw2hw~~ ~~ ,, LIVING ' " " 11 ·,~-✓ ·-u \J HALL ALL 3 \ \ ' \ ' \ ·, STAIRHALL ' I / / / 0 BUILDING SECTION SCALE: 1 / 4" = l '-0" I I I 1;.... I ' l'° I I -', -TOP OF L '. • TOP LATE ~-- 0 ' c,. V\ BEDROOM 3 '\A '\J\/\/\ XX I / , '. \, I / , 1\ \ ' \ I / . \ \ I ;' W.I.C. 3 -CAR GARAGE BEDROOM 2 'b ~ ' c,. N I --: I l X l ! i t r I I I I I ENTRY 38.54' MAXIMUM HEIGHT ~-----------------~------ S AIRHALL / I I I I I I I I I I I I I I I I 0"" I 1::, • i 1 ti i t TOP _9F CURB +-·IM------1 \\ --------------------··· -----·-·· ~ T.< .C.J 0.60' : _r_.o_.C._I_0._60_' ( __ --_ --__ TO_P _O_F_CU_Rl!, _ 'TOP OF SLAE -'· ,,. ' .. ,',' •• '.·.-:.,;~"' ·;· ., '• ,, • . ~-,~ • ''.· ..... -~/ _,\ ,,:-.•-> .. ', •· ... 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' ii II " "', I , , " " / I /HALL . \ \ . \ \ . - ' K I / / ' BEDROOM 3 " BAH 3 ' ' \, ROO )ECK " ➔ - i ASTER BEDROC M SITTING AREA •titYYYY Al DINING LIVING BUILDING SECTION SCALE: 1 / 4" = 1 '-0" 1::, . c,. -- EST. GRADE 9.54' r I I I ').. l-,. jl 00 r I I "TOP_OF P~, ~, 111 TOP_PLATE(_ _ ~ I I I I SHEEf NO. , , )J PA2019-174 I I I LOW WALL/ GUARDRAIL I I TO I 12 I ~=-i3 P PLATE ------OL :;_---SED BEAM ~ _, -=-~~r ~ I 19F PLY:_ ~ ----------=:::.~ ,,-I - ' 00 -- TOP !£LATE ___ I I WALL/ LOW GUAI RDRAIL I f -'i.-- I -0 i I ' "iE ~, OF Pl Y., I ... TO~ PLATE ,- I I I o LIM~ 'STONE VENEER ' 0-I I I I OF SLAB l 0.0' -- \. I . -1 > - ______ TOPOF PLY. __ J I I< '. HOR. HGT., ----· ,. "-. . ·,, . -.. / , / a , "' / ' ,, , ;,._ ' - ~ I\ . ~ \ ' -\ \. -/ -I , f.0.C. 1 0.60' I -------------~ ---- ... / ~"'. \ r-..... '-...., ---··----~ .:;:: -;> -> I I I I EXTERIO R PLASTER I I TEMP ERE D G;LASS RAILING I I I I EXTERIO R PIASTER I I BUTT GLA Si WINDOW I SIJNG WOOD STONE T I RIM I I I I I :> :> -L ;> > ' . ---· , ~ - l 2 ~-12 3 i-:::::;:;: ~ ~3 __, ~-,,,.--- ' ~ ~ (-< > > ----- ' --- ~ -- f----> -- -> -> -~ " ------ ' , ' -- r I; ,/ TOP OF RIDGE 38.54' MAXIMUM HEIGHT -------- I I TOPI ---------, ~, w I GLASS EYOND rl~G;i ___ _ I '--,~9_F_R - - ~ -0 ' <") . i I I < TOPI TOPI OF PLY . PLATE GI. :: l I -RD!<. F SLIDING GL ASS OND DOOR BEY GLASS fEMPEREDI RAILING I - ' 00 It ~-" ,.,- ~ a, ------- I -0 i I ' I < M I- T POF.PLY. -. -' BUTT GLA 7_rCJ_P1 sl WINDOW----> .. . SLIDING ' DOOR BEY 1 i;;E-1 LIMESTO I COUNTERt NEIVENEER <--1 --··-> I f---f---<-I OP 0 ' 0- -----□ I -I T.O.C. 1 0.60' ----------- f. 0. SLAB 1 0.0' EST. GRADE 9.54' ==-------- BA YFRONT ELEVATION SCALE, l / 4" = 1 '-0" ---------------------------------------··--12 . -I, I 3r-:::: -3 ~ --=~ I • HDR. HGT. ~1 1 OP·PEA"fE I I '. I -~-- l:I □ TEMPERED GLASS RAILING / , / I I/ r I ~ 5'-1 , TOP OF ~AILING I r---. -✓ ----1"-···-----------~ ' '-.., --0 . ' -'<> I ' i I 'O ' 'iE I M I TOP OF Pl Y. AT RETREAT l ~-TOP OF Pl Y. AT DECK . --------------I --__ TQP PLAf~ -t I -..---. I HDR. HGT., I D . --/ f\' <-/ I = V ~ BUTT GLASS WINDOW I I -;> \ a --a \ 1-,. 0 ~ c--; ' ' I 00 "' 0-\ "' , WOOD SIDING ' ,., I ' . ---STONErnlM ~, I V ' "' I ' -TOP OF PLY. , ~ . ---------,- I ____ TQP PLAT~____.,__ I I \ , I 1--1---I , ~ I . BUTT GLASS WINDOW I ---' I , -> f--- I ---' f-\ LIMESTONE VENEER 0 ---' I ~ \ \ 0, I --. I ... C --- I I/ -__ _ __ _ T.O.C. 10.60' ______ -1/ ---··----------------------.I EST. GRADE 9.54' fOP OF SLAB l_0.0'_, ----.. . ---a . LEFT ELEY ATION SCALE: l / 4" = 1 '-0" cJ.D ARc e,'<-~~oRD(: ~% -.. ~0 .., i13,.,ad g,.;t 1--' * No. C 14 l 46 * ~ l l-30-19 ,jf "1,o ~ ('" OF cp..1.\'i:o ~ u ~ F1 M ~ \.D \.D ~ r's] CJ\ E u ~~ 0 ~ t) §~ (tl 0 ('.J E ~ 0) ~ VJ ~ co (§) • ~ IQ f-i (V) +' t) µ; (i) ~ µj LJ I .t: . rl ..c ~ er1' (VJ t) r-s ~ 'D L. CF) VlLJ-(1l ::: .. ~ ~ ..c -0 u r-s ~ 0, E o~-r/) 'D ~ (VJ f--i (tl c.n ~ L. ..a ~o .. ~ 0 ~ (i) ~ v 0 z <( ~ ~ Vl ~ H t"') \D ~ \CJ f"i °' <f: .. ~ z ~ ~ 0 0 r=1 µ,, 0 2~ ~ F=:J zU 0 0 !;t 0:: VJ ~ ~ ~u >,~ z ~~ ~ f-i ~ ~ ~a f--, 0 QP., ~ ~ '.;?-(/) '<Ja,.- ~ ~ A~ AZ ,_, r'. r-''' DA'U: ~ 09 -16 -2019 b PRO/l"Cl NO. (/) 19 -03 ~ ~HUff NO. - f--i 8 ~ 0 u PA2019-174 It -~ --~~ EXTERIOR PLASTER ) I 11"'. LOW WALL/ "' GUARDRAIL \ -"i<--- I It I • i -0 ·' :E (') ~ I II [-tH<J l T.O.<;:11-0.60 ~---~ ~ ~ =-=---.c:::...._,,,,,__,,, =--~ ~ ~~ =--~ ---------.c:::...._,,,,, I I ' I ' I / I ~-------------------------- HDR. HGT., -----I' ' / . " / . ' / \, / '· .\, / " " ' ·, / ' ' " • I j I I I I -, ---- --. i ! STREET ELEVATION I ,,,; ~----- ,I / ' / V' I\ I I I ' I 38.54' MAX MUM HEIGHT ------------·-- I I LATE ____ TOP 1P_ / EXPOSED:BE i I AM f-- I TOP PLA'rE - ];,: -I M ' IN ~_T_9PtOF. __ TOP~_ I I I t LATE • ' --'..- I 00 ·-o ' ('] I z I ::;; TOPIO ---, -F PLY. LATE I TOP 1 P -i- I I -LIMESTON, V ENEER b I I ' I 0- I I --.o.rl-0.60' TOP 0£ SLABI l 0.0' SCALE: 1 / 4" - 1 '-0" ,~ _:38.54' "0_AXIMUM HEIGHT TOP OF_ RIDGE ___________________ _ ~ EST. GRADE J.54' □ I I I I I ~·---~•--_T_O_P CJF_R_A_ILIN_G_ ------------------I ~ ' l~=---'-=-''---=~I :,, zTEMPERED GLASS RAILING----~ .;, ::;; I I I I I I I I TOP OF PLY. AT DECK I L -~ -~ TOP OF PLY. AT RETREAT _ --- - --1-- - - - -J ,. ~---Jl:===:::::lt:=:===:l.l:::===='='-=~---,_l_~~=-=c:1::_-=-:=-:=-==-=-==-c=1=-=".=-'=-':::..':'1..::'~=.:::':..:=-==-=:....::1-=~~~-==-c=-==i=:.==-=-==-==-=:.==-=-==-=::_:__----t=-=-===-=1------ r TOP PLATE I GT I'-'-'-'-------L ___ 1F====7ii"'===i,'fj'======"'=iic='==ir~-L_l_[_i-1F==r==,rH!.!,!D~R.c.tH~~-. ~r------------T..J_ ___ -;;:==============~---------7h=~TF-'il_H_D_R. HGT .. ,_ I--L-----r---L-----,-----L---1 ,-----'--I'==□ f I \ . I I \, \, . . I ~ 00 . BUTT GLASS WINDOW----+!--➔~ ' ·, / / I I ' I I ' / / I I , TOP OF PLY. _ -,.---------~ -L I ' TOP PLATE _!'"" _______ _ STONE TRIM WOOD SIDING ------1----+-) , ____ . . T_OP OF SLAB l 0.0' I I I I TO C l 0 60' W-----'-=---~I _______ T.O.C. ! 0.60' ______________ _ ----~-----------,I. I _J I If---. - I 1--i======================◄(=='==iri=STONE TRIM: 1----------------T.Qc:_. l 0.60' ____________ f--- TOP OF SLAB I a.a' ~~= f----~ ---- ENTRY DOOR RIGHT ELEVATION SCALE: 1 / 4" -1 '-0" . -' 00 b . 0- r-< ~ Vl ~ ~ ~ Vl ~ H VJ <I; 0 u ""sl':D Mc '<;) oRD C '»;; ~ ~ '\}' 1, ~ ~:'d twc~--' * o. C 14146 * ~ 11-30-1 9 ._f ,,,,, ~ I: OF ci,.1.\\0 t--< u ~ F1 n ~ '° '° r',J 0, E u 01 ::S 0 ~ N_ t) µ., z co ~~ E ~ pON Ol ~ <fl ~ co @) . ~ \(;) F1 r-< . n u f.LI U I Q) 5E ..... ~ Fi ..c • t'') t) r-< l; ID .... 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BAY Av'ENU1E ~ µ lJ;) NEWJJORT BlEACH, CALIFORNIA 92663 ' BRADJF·ORD C" SMITJh1, ARCf-TITlECT ,;,\.S * l;C'. ,,,-., ~.<J '\ 425 30TH STRElET, SUlTlE ?2 0 =p"> "'f;,. "77 wnR.. ~Cl l\TJEV\iTORT BJEACH, CALIFORNIA 92663 r, o-c;,;, o t .'.. ~ ~-/)~ (949) 631 -3682 "'"' ~s 01',v, t 1-1~~ (>,ef e): bradsmitharchitect@gmail.com Z-1 * ,_") PA2019-174 ~-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -Ii) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -----~ I -ft--141-011 5'-211 ,..,_ I I I ~ I I I I I t PATIO SEE LANDSCAPE PLAN ~ ---._ ~ "' ' 1--. ~ 3 g w ~ z -< I ~ w > 0 ~ 0 g i I I I I I I I I I I I I 3 g w ~ ~ 0 g ~ ~ ~ ~ cc ~ 0 w z " f--- 1 I I I . ,. .. I. . ·./' .. . ' .. .. \ ·.. I> . \ < .. / .. ·. \ . / .. I / .. ·-:: .-. . ·'·\_· -: i. ·. ' ·.: ' . Dl;(ZK .. > .. ···. · ri1:t1s;F. I \ .. > I ..... \> .· ...... 1.· .· ....... y.· • 1 ··· .. · \ . ·/ . : : . : : : .. :·· \ ' ·.·I•· . · .......... y .. ·/ .··.·.·. ·.· .··.· .. ·.·. ·.·\ . j. . ....... \. [ \ . +42"· GLASS RAILING .. \ MASTER BEDROOM 8'-10' CL'G, I I I I I I CABINET SITTING AREA 8'-1 O" Cl'G, 0 11 w ;1 ~ 01 ~ 1 ) " ~I 0 V ~I MASTER BATH 1 I 8'-4" CL'G. I 0, 11 11 11 ------------- tlNE OF THIRD flOOR ABOVE ----·- ISLAND MASTER CLOSET 1 8'-4" CL'G. KNEI' SPACE t---1::1=c.. --=----_ ~-----=----, ---r---~- ~~-~ER(LOSET 2 r I I I I MAST R BATH 2 81-4 11 CL'G. LINE OF THIRD -nbORABOVE 0 ELEVATOR EQUIPMENT [Z] L I FOYER 8'-4~ Cl'G. LAUNDRY 8'-4" CL'G. ! E TOR I I I I I I ·/. · .. ·.,.· .·/·· SETBACK LINE OPEH-+BELOW STAIRHALL VOL CL'G. OPEN TO !ELOW / / . ·/. 16 DN. 17R. 17 I I I I I I HALL 2 8',4" CL'G. BEDROOM 2 8'-4" CL'G. f 11=--c-=--· 11 I W.I.C. I I '.4" Cl'G. IL JI W.1.C. 8'-4" CL'G. BEDROOM 3 8'-4" CL'G, 0 BATH 2 B'-4" Cl'\,-----J '--...~ I I I c=J BATH 3 8'-4" CL'G, ( I I I I I ·.·/· . ·1 . / ... · . . . I·== ½ ' 1 43. "' ". , .. ' ... '.,. -----------------------" .... ~. 1,, ... -,.·;,;.;,;,;.;,...,;,;...,;,;...,;,;~~~~...,;,;...;.; ..... lr-;,;.;,;,;.;,.,;,.;...,;,;...,;,;,;,;,;;;;.,;,JI-------------------L;,;.;,.,;,.;...,;,;...,;,;...,;,;.J,. __ aaa!.____,,I., S. SETBACK UNE I ROOF OVERHANG BELOW ____ -~ ____ ROOF OVERHANG BELOW 3:, 7'-0" 11--------7:- 1 0 I --~~ I I : I i I I .,. I D I I I I I I +42• -,ooFOVERHANG--- DINING 9'-0" CL'G. LIVING 9'-0" CL'G. SECOND FLOOR PLAN ---i SETBACK LINE ---------- ---------D.S.- L..._ ____ ..; 48" R/O KITCHEN 9'-0" CL'G. 40" x 48" ISLAND PANTRY 8'-0" CL'G. (51 EQUAL SHELVES HALL 1 81-0" CL'G. Lt'flEl!C = = I I I I I I ENIJh ( - TRASH/SERVICE LINE OF SECOND FLOOR ABOVE 3 • CAR GARAGE SLOPE ' 5'-211 I -\::--7 --.....___ D.S. D : """"'1 I : I --7~ I => Ii I I~ I I I :] I I I I I I I I I I tm I I I (') !I !1 0 ~I _j ["--I I I I I I I I I ~I§ I V-< I ;I~ I J I I I I I I I I I If. SECOND FLOOR OPEN SPACE PROVIDED 175.0 S.F. :s-'sr.D ARC'1,;, 123.4 S.F. c..,"}j)RD C', ~ 92.5 S.F. -.; i ('"\ 33.6 S.F. -;JS I ff ;t ""' _.. 43.5 S.F. * ,,, ra " :,; * No. C 14146 468.0 S.F. ~ 11-30-19 _.f '7~ ~ <> Op cr,..1.,1«:0 ~ u '~ ffi ~ 01 en E u ~g 0 ~ (.) µ:.i -~ ·-~~ (ll p Q C'l E • OJ :c VJ ~ GO @) • ,,.1 '° f,-, t"') -~ µ.i < I (.) QJ ~ ~UA -..c • M (.) e-< ::C \D .... Vl VJ u -(ll ::C< ~ ..c -" u F"' µ.i a, E o~-(/) "O ~ M f-, (ll l.F1 ~ .... ~o .a ----0 ~ QJ ~ ~ ~ z ~ JOB NORTH FIRST FLOOR OPEN SPAC PROVIDED 175.C .F. 70.C .F. 245.C .F. TOTA OPEN SPAC PROVIDED 245.C .F. 468.C ~.F. 713.C .F. TOTI", OPEN SPAC~ EQUIRED 411.tl.F. VJ -.:i ~ M 'D ~ \D E"-l ~ Ch ~ ~ ~ C> V ~ 0 w ~ le: .. z z ~ ~ :c 0 0 ~ f,,¼ 0 2~ ~ F"; zU 0 • f:-1 • m VJ ,,,. ::c ~ ;s: ~ < u ~~ ~ ~ <~ ~ < ~ -~ F"' ;s:o µ:.i 0~ VJ • .. ~ ~ ;s: H <( ~~ f-i ~ -,L, DATE ~ 09 -16 -20:19 0 1'ROJ[Cf NO, VJ ~ 19 -03 Sllfff NO. ~ OoSo < 0 u PA2019-174 tuca_rubra b\. b( op,':. /M-~r' _\ ____ _ L 0 Mirr.uiu:;_auranliacus_ Erlgeron_g!aucus_SeaBre.irn · J PLANT LEGEND 1 FESTUCA HUURA (FESCUE) 2 MIMULUS AURANTIACUS (MONKEYfLOWER) 3 ARCTOSTAPHYLOS (MANZANITA) 4 ERIGERON GLAUCUS (SEASIDE DAISIES) 5 CALYSTEGIA MACROSTYGIA (CALIF. MORNING GLORY) 79'-8 I /2" -----------------·---·-·----"·---·------· --- 41'-8 1/2" I I .. ----+---+-"-----+--+-------------------. -- ... . . .. I egla (Island fo!se bindwiaed) • . ' ' ' I Jli;--- ' "' i~ 2 -CAR GARAGE MU • • . ,:ORD c;tl' T 't-i/J :c No. C 14146 11-30-19 UAlE ,.-.,. 0) 06 -D -2019 PROJlCf NO . 19 -03 SHEET NO. PA2019-174 O' NORTH 8' SCALE: 1 "=8' 16' NOTE: RECORD EASEMENTS ARE NOT PLOTTED IF ANY. SURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTY CORNERS OR OFFSETS BEFORE STARTING GRADING. c,'>Y ----------~'{, = RAMP TO DOCK LEGEND ( 1 23.45) ( ) # ~ 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 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 """'~" _.----.._ &,pt,. '< RON <" MIEDEMA NO. 4653 EXP.9/30/19 l\,,n.ilw,.. TOPOGRAPHIC SURVEY JOB: 72-31 DATE: 2/7 /19 >-<( '° l-a:::: 0 a.. ~ w z / 0 . r I I I I I r I I I I # # ~ I # # ,tt # II ii' -171 RESIDENCE # #I # '-~ # ,,_of' "tf --...o:," -# '~ I # # "ll-,j' -':===±====;i;'?' s; - - -I' ,~ G1 # O {9.67TG) # c {9.65TG) # p p # SET J''LP.ANDTAG STAMPED LS, 4<553 OWNER: WELLS RESIDENCE PROPERTY LINE N l 7°28'30"E 109,71' LEGAL DESCRIPTION: LOT 1 OF BLOCK 4 OF TRACT NO. 626 ,,_c 'oQ 0· ,.__c 'o~ ~- '" ..._<, 0 9.28TG CONC • 9.64TC) -----=-,oSFS) p "◊ ., CONC i? ,_c o" •" G· m 8.37FL V CONC 9.09TC .76TC L ; ,.__◊ J ' ◊ ,,~ "1 .... •· RESIDENCE p p 1 •" q •• " \: CONC. c; ,"¾"'' ·~~ ~- 12TH STREET BENCH MARK: ,# 7_ 7 I L -5.0 ,---,----,-,---2.:;.o,-------I "'-st ~ "1" I N ~c. ~ I b C') C') 0 "" N r--,.. I V) I <.J z 0 u " ~ry •• ,1/ ... ""' I!." "" .,,, ~> ~- CONC. CONC. PROPER Y LINE ,'>' "' G• CONC. FD, 1" l,P, SET TAG STAMPED LS. 4653 9.11TCX) 8.86FS 4" ,,'I> CONC. 19.07TC X) 7 SET LEAD AND TAG STAMPED LS, 4653 w :::, z w ~ >-<( '° 0,/g __ff-. - CEN;-;-_,,T"" LINE~ 7 I I I I CENTER LJNf 1t> l . ADDRESS OF PROJECT: 1" IRON PIPE ELEVATION= 9.19 1140 WEST BAY NEWPORT BEACH, CA r:i:: 0 f.6 ~ 0 ::r: ~ z <f, ~ No. C 14146 11-30-19 VJ H H ~ ~ 0 F""") 0 VJ ~ :E ~ ' ~ ~ DAU E 0 u Q \0 ("I O'\ ~ p::1 0 ~ ~j ~i <r: u >, <f, <f, ~ p:i ~ -~ ~o 0~ 'I' ,.... ::: z 07 -30 -2019 PROJ.£Cf NO. J9 -03 SIJ.I.:.Ef NO, Col PA2019-174 / / / NO. CONSTRUCTION NOTES: G) CONSTRUCT 6" MIN CONCRETE DRIVEWAY ® CONSTRUCT HARDSCAPE PER LANDSCAPE. @_)INSTALL 4" FLAT GRATE DRAIN ©INSTALL 4" ATRIUM GRATE DRAIN @ INSTALL PERFORATED DRAIN TRENCH PER DETAIL SHEET C2 ® INSTALL 4" PVC SDR 35 DRAIN LINE, S=0.01 MIN (D INSTALL TRENCH DRAIN PER DETAIL, SHEET C2 EARTHWORK RAW CUT: RAW FILL: NEWPORT BAY NEW STEM WALL /'I;''{;"''' 60 CY 3 CY ' . _. ... .. _. .. DATE REVISIONS . . DRAWN: BB CHCK'D: TR DATE: 9/15/19 ARCHITECT: BRADFORD C. SMITH 425 30TH STREET SUITE 22 NEWPORT BEACH, CA 92663 (949) 631-3682 OWNER/DEVELOPER: MR & MRS JOHN WELLS 1140 W. BAY AVE. NEWPORT BEACH, CA 92663 4" CONCRETE MIN 6" TOPSOIL MIN 7 • • I 4" PVC SDR 35 FRENCH DRAIN 'o;, PERFORATION @ BOTTOM ~ I'--3/4"CRUSHED ROCK -- 1 1 ----FILTER CLOTH . 12" . LAP 12" @ TOP @ PERFORATED DRAIN/ TRENCH DETAIL NTS PREPARED BY: FORKERT ENGINEERING & SURVEYING, INC. 22311 BROOKHURST ST, STE 203 HUNTINGTON BEACH, CA 92646 (714) 963-6793 JN 9866 o N THOMAS M. RUIZ DATE DIMENSIONS DETERMINED BY GRATE FRAME DIMENSIONS, USE FRAME AS FORM . ' 'o ~/ C, A-DIG A 24" WIDE X 1 B" DEEP TRENCH 8-PLACE FILTER CLOTH IN THE TRENCH EXTENDING 12" VERTICAL ON EACH SIDE C-FILL BOTTOM 8" OF THE TRENCH W/ CRUSHED ROCK D-FORM AND POUR PERIMETER CONCRETE CURB E-FILL THE REST OF THE TRENCH W/ CRUSHED ROCK TO 4" FROM TOP OF TRENCH /,\ TRENCH DRAIN VJ NTS ---------~/ri / 12TH STREET SOILS ENGINEER/GEOLOGIST: BENCHMARK: LEGAL DESCRIPTION: 1" IRON PIPE ELEVATION~ 9.19 LOT 1 OF BLOCK 4 OF TRACT NO. 626 I CONG. // PRECISE GRADING 1140WBAYAVENUE NEWPORT BEACH, CALIFORNIA (8.86FS) ii C ~NC. 1"=4' SHEET: w ::) z w ~ ~ m I I ' I PA2019-174 NO. DATE EROSION CONTROL 1. IN CASE OF EMERGENCY, CALL MR JOHN WELLS 2. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). NECESSARY MATERIALS Sf lALL BE AVAILA □ LE ON-SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF EMERGENCY DEVICES WHEN RAIN IS IMMINENT. 3. EROSION CONTROL DEVICES SHOWN ON THIS PLAN MAY BE REMOVED WHEN APPROVED BY HIE BUILDING OFFICIAL IF THE GRADING OPERATION HAS PROGRESSED TO THE POINT WHERE THEY ARE NO LONGER REQUIRED. 4. GRADED AREAS ADJACENT TD FILL SLOPES LOCATED AT THE SITE PERIMETER MUST DRAIN AWAY FROM THE TOP OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. /\LL LOOSE SOILS /\ND DEBRIS THAT MAY CREATE POTENTIAL HAZARD TO OFF-SITE PROPERTY SHALL BE STABILIZED OR REMOVED FROM THE SITE ON A DAILY BASIS. 5. ALL SILT AND DEBRIS SHALL BE REMOVED FROM ALL DEVICES WITHIN 24 HOURS AFTER EACH RAINSTORM AND BE DISPOSED OF PROPERLY. 6. A GUARD SHALL BE POSTED ON THE SITE WHENEVER THE DEPTH OF WATER IN ANY DcVICE EXCEElJS 2 H,E L THE lJEVICE SHALL BE DRAINED OR PUMPED DRY WITHIN 24 HOURS AFTER EACH RAINSTORM. PUMPING AND DRAINING OF ALL BASINS AND DRAINAGE DEVICES MUST COMPLY WITH THE APPROPRIATE BMP FOR DEWATERING OPERATIONS. 7. THE PLACEMENT OF ADDITIONAL DEVICES TO REDUCE EROSION DAMAGE AND CONTAIN POLLUTANTS WITHIN THE SITE IS LEFT TO THE DESCRETION OF THE FIELD ENGINEER. ADDITIONAL DEVICES, AS NEEDED, SHALL BE INSTALLED TO RETAIN SEDIMENTS AND OTHER POLLUTANTS ON SITE. 8. DESILTING BASINS MAY NOT BE REMOVED OR MADE INOPERABLE BETWEEN NOVEMBER 1 AND APRIL 15 OF THE FOLLOWING YEAR WITI IOUT THE APPROVAL OF THE BUILDING OFFICIAL. 9. STORM WATER POLLUTION AND EROSION CONTROL DEVICES ARE TO BE MODlclED, AS NEEDED, AS THE PROJECT PROGRESSES. TIIE DESIGN AND PLACEMENT OF THESE DEVICES IS THE RESPONSIBILITY OF THE FIELD ENGINEER. PLANS REPRESENTING CHANGES MUST BE SUBMITTED FOR /\PPROV/\L IF REQUESTED BY THE BUILDING OFFICIAL. 10. EVERY EFFORT SHALL BE MADE TO ELIMINATE THE DISCHARGE OF NON-STORM WATER FROM THE PROJECT SITE AT ALL TIMES. 11. ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ON-SITE AND MAY NOT BE TRANSPORTED FROM THE SITE VIA SI IEET FLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE COURSES, DR WIND. 12. STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY THE FORCES OR WIND OR WATER. 13. FUELS, OILS, SOLVENTS, AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE WITH THEIR LISTING /IND /IRE NOT CONTAMINATE THE SOILS AND SURFACE WATERS. ALL APPROVED STORAGE CONTAINERS ARE THE 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. 14. EXCESS WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY OTHER DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCRETE WASTES ON-SITE UNTIL THEY CAN BE DISPOSED OF AS A SOLID WASTE. 15. DEVELOPERS/CONTRACTORS ARE RESPONSIBLE TO INSPECT ALL EROSION CONTROL DEVICES AND BMP'S ARE INSTALLED AND FUNCTIONING PROPERLY IF THERE IS A 40% CHANCE OF QUARTER INCH OR MORE OF PREDICTED PRECIPITATION, ANll AF l"ER ACTUAL PRECIPITATION. A CONSTRUCTION SITE INSPECTION CHECKLIST AND INSPECTION LOG SHALL BE MAINTAINED AT THE PROJECT SITE AT ALL TIMES AND AVAILABLE FOR REVIEW BY THE BUILDING OFFICIAL (COPIES OF THE SELF-INSPECTION CHECKLIST AND INSPECTION LOGS ARE AVAILABLE UPON REQUEST). 16. TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND. 17. SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICLE TRAFFIC. THE CONSTRUCTION ENTRANCc 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. 18. ANY SLOPES WITH DISTURBED SOIL OR DENUDED OF VEGETATION MUST BE STABILIZED SO AS TO INHIBIT EROSION BY WIND AND WATER. 19. HOME OWNER TO ROUTINELY CLEAN ALL CATCH BASINS AND DRAIN LINES OF DEBRIS. 20. ADDITIONAL BMP'S WILL BE IMPLEMENTED AS DEEMED NECESSARY BY CITY INSPECTORS. / l)--sPFLflcAC;s;Eri.Gc,'RfcAi'-VE!;fL:;,//BpA%GS;s.f.Ae,N7D,----+{ ) EC 1 FENCE WITH WIND S7CREEN .,I; " :T BAY BMP FACTS SHEET WM-1 MATERIAL DELIVERY AND STORAGE PROVIDE A MATERIAL STORAGE AREA WITH SECONDARY CONTAINMENT AND/OR WEATHER PROTECTION. NOTE THE MAINTENANCE PRACTICES AND SCHEDULE PROPOSED FOR THIS AREA. WM-2 MATERIAL USE HAZARDOUS MATERIALS, FERTILIZERS, PESTICIDES, PLASTERS, SOLVENTS, PAINTS, AND OTHER COMPOUNDS MUST BE PROPERLY HANDLED IN ORDER TO REDUCE THE RISK OF POLLUTION OR CONTAMINATION. TRAINING AND INFORMATION ON PROCEDURES FOR THE PROPER USE OF ALL MATERIALS MUST BE AVAILABLE TO THE EMPLOYEES THAT APPLY SUCH MATERIALS. WM-4 SPILL PREVENTION AND CONTROL IDENTIFY SPILL PREVENTION AND CONTROL MEASURES THAT WILL BE TAKEN FOR ALL PROPOSED MATERIALS. IDENTIFY THE METHODS, BY WHICH ACCIDENTAL SPILLS WILL BE CLEANED AND PROPERLY DISPOSED OF. WM-5 SOLILJ WAS IE MANAGEMENT PROVIDE DESIGNATED WASTE COLLECTION AREAS AND CONTAINERS. ARRANGE FOR REGULAR DISPOSAL. PROVIDE COVERED STORAGE WITH SECONDARY CONTAINMENT. CONTAINERS ARE REQUIRED TO PROTECT WASTE FROM RAIN TO PREVENT WATER POLLUTION AND PREVENT WIND DISPERSAL. WM-6 HAZARDOUS WASTE MANAGEMCNT HAZARDOUS MATERIALS MUST BE DISPOSED OF IN ACCORDANCE WITH STATE AND FEDERAL REGULATIONS. IDENTIFY THE PROPOSED METHODS OF DISPOSAL AND ANY SPECIAL HANDLING CONTRACTS THAT MAY BE APPLICABLE. WM-7 CONTAMINATED SOIL MANAGEMENT PREVENT OR REDUCE THE DISCHARGE OR POLLUTANTS TO STORM WATER FROM CONTAMINATED SOIL AND HIGHLY ACIDIC OR ALKALINE SOILS BY CONDUCTING PRE-CONSTRUCTION SURVEYS, INSPECTING EXCAVATIONS REGULARLY, AND REMEDIATING CONTAMINATED SOIL PROMPTLY. WM-8 CONCRETE WASTE MANAGEMENT STORE DRY AND WET MATERIALS UNDER COVER. AVOID ON-SITE WASHOUT EXCEPT IN DESIGNATED AREAS AWAY FROM DRAINS, DITCHES, STREETS, AND STREAMS, CONCRETE WASTE DEPOSITED ON-SITE SHALL SET UP, BE BROKEN APART, AND DISPOSED OF PROPERLY. CONTAINMENT AND PROPER DISPOSAL IS REQUIRED FOR ALL CONCRETE WASTE. WM-9 SANITARY/SEPTIC WAS IE MANAGEMENT UNTREATED RAW WASTEWATER IS NOT TO BE DISCHARGED OR BURIED. SANITARY SEWER FACILITIES ON-SITE ARE REQUIRED TO BE IN COMPLIANCE WITH LOCAL HEALTH AGENCY REQUIREMENTS. SANITARY OR SEPTIC WASTES MUST BE TREATED OR DISPOSED OF IN ACCORDANCE WITH STATE AND LOCAL REQUlf,EMENTS. TC-1 STAGILIZED CONSTRUCTION ENTRANCE A STABILIZED ENTRANCE IS REQUIRED FOR ALL CONSTRUCTION SITES TO ENSURE THAT DIRT AND DEBRIS ARE NOT TRACKED ONTO THE ROAD OR ADJACENT PROPERTY. MAINTENANCE OF SUCH A SYSTEM IS REQUIRED FOR THE DURATION OF THE PROJECT. SUCH STABILIZATION MAY BE OF ROCK OR PAVED. SE-1 SILT FENCE SE-3 SEDIMENT TRAP SE-8 GRAVEL BAGS ERODED SEDIMENTS MUST BE RETAINED ON-SITE AND NOT PERMITTED TO ENTER THE DRAINAGE SYSTEM. REQUIREMENT MAY BE WAIVED AT THE SOLE DISCRETION OF THE CITY INSPECTOR IF OTHER EROSION CONTROL BMP'S ARE DEEMED SUFFICIENT, BMP FACTS SHEET ALL BMP'S SHALL BE IN ACCORDANCE WITH MODEL BMP'S FROM THE CALIFORNIA STORM WATER BMP HANDBOOK FOR CONSTRUCTION AT WWW.CABMPHANDBOOKS.COM @ CONSTRUCT GRAVEL BAG EROSION CONTROL ALONG PROPERTY LINES EXCEPT DRIVEWAY APPROACHES. THE SAND BAGS SHOULD BE 24" WIDE AND 10" HIGH. MINIMUM PER DETAIL HEREON ANO IN ACCORDANCE WITH BMP FACTS SHEET #SE-8. (§) CONSTRUCT SANITARY WASTE MANAGEMENT AREA IN ACCOf<DANCE WI fH BMP FACTS SHEET #WM-9. @ CONSTRUCT MATERIALS STORAGE ARE IN ACCORDANCE WITH BMP FACTS SHEET #WM-1. @ EXISTING WAL' TO REMAIN. PROTECT IN PLACE. / I "" lqs~ # ('.~;J:/ / : CONSTRUCTION o· / /, IE--i N (7.77WJ) SE:T 1• I.P. Al<') TN! STAMPE[) LS, 4653 DRAWN: SB CHCK'D: TR REVISIONS DATE: 9/15/19 ARCHITECT: BRADFORD C. SMITH 425 30TH STREET SUITE 22 NEWPORT BEACH, CA 92663 (949) 631-3682 ', ENTRANCE r½ 1 ELEVATOR ~ / ~ I~ ~ ~I OWNER/DEVELOPER: MR & MRS JOHN WELLS 1140 W. BAY AVE. NEWPORT BEACH, CA 92663 / PREPARED BY: FORKERT ENGINEERING & SURVEYING, INC. 22311 BROOKHURST ST, STE 203 HUNTINGTON BEACH, CA 92646 (714) 963-6793 JN 9866 11 I I I ' ' IEJ / THOMAS M. RUIZ ' ' I_ l ' ~ ' ' ' ' I PLACE GRAVEL BAGS AND EC1 FJ;NCE WI l~D SCREEN i7 ~~ •· , C:ONC <k.e4TC) / ' SOILS ENGINEER/GEOLOGIST: BENCHMARK: 1" IRON PIPE ELEVATION= 9.19 DATE ~v CONC. CONC. I w ::J z w ~ ~ [D I LEGAL DESCRIPTION: LOT 1 OF BLOCK 4 OF TRACT NO. 626 EROSION CONTROL LEGEND = PLACE GRAVEL BAGS ANO FENCE WITH WIND SCREEN ~ ' ' I PRO,FGT : PROPERTY I ' 1' MIN HEIGHT~ 2 BAGS MIN. \ 1/, -w✓;s,W/, GRAVEL BAG DETAIL NTS 8" MIN •""-"W ~ c i A& ''°'~ '\__ EXISTING GROUND PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND STREET CONSTRUCTION ENTRANCE NTS 1 "=6' EROSION CONTROL PLAN CONSTRUCTION POLLUTION PREVENTION 1140 W. BAY AVENUE NEWPORT BEACH, CA SHEET: