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0 <br />m � <br />EXT'G, FLOOR PLAN <br />SCALE- 1/8'=1'-0' <br />EXT'G, R❑❑E PLAN <br />SCALE, 1/8'=1'-0' <br />O� FR <br />F77 <br />O, <br />LOT <br />EXT'G <br />AREA 6,250.00 <br />CONSTRUCTION AREA <br />sf = 100.00% <br />EXT'G <br />EXT'G <br />EXT'G <br />HOUSE <br />FRONT PORCH <br />GARAGE <br />19097.00 <br />41.43 <br />364.65 <br />EXT'G CONSTRUCTION <br />AREA = <br />1,503.08 sf <br />PROP. ADDITION AREA = <br />85.00 sf <br />TOTAL CONSTRUCTION <br />AREA = <br />1,588.08 sf <br />LOT <br />COVERAGE AREA = 1,588,08 <br />sf = 25.41 <br />PROPOSED Roos FLAN <br />SCALE: 1/4"=1'-0" <br />1 ,4A.4''` <br />IVALL SLRDING PAPER ---, <br />APRAD WEATHERBOARD FASHION <br />RAC FROM BOTTOM TO TOP <br />RISTALL BMDW PAPER <br />20 HEAD FLASHING PAPER <br />AND OVER TOP OF HAIL -ON HEAD <br />FLQa OF WINDOW FRAME <br />!� E ATTEMPT TO KEEP FASTENER FOR TRIM A VNNLV#SIDING AWAY FROM YANDOW, FDI AS MUCH AS <br />POSSIBLE. ESPECW.LY NEAR CORNERS. THE HAILS WHCH PENETRATE THE FIN CAN DISTORT <br />THE FRW S CORNER .HINT SEAL <br />EXT'G. <br />POWERE <br />POLE. <br />EXISTING <br />PARKWAY <br />TREE <br />EXISTING ADJACENT SINGLE <br />FAMILY RESIDENCE <br />(E)6' H, BLOCK WALL 5 0.0 0 � <br />CURB <br />730 S <br />-c L— CE — — <br />EXISTING <br />SITE PLAN <br />0.019#26 GAL. SHEET WEEP SCALE: 1/8"=1'-0" <br />SCREED 4" ABOVE EARTH & <br />2" ABOVE PAVED AREA <br />SEE DET. B & C SHEET S-2 <br />EXISTING ADJACENT SINGLE <br />FAMILY RESIDENCE <br />EXT'G. <br />POWER <br />(E)6' H. BLOCK WALL 5 0.0 0 ' <br />P❑L <br />11110 INNER 11110 MINE MINES <br />(E) SLOPE 2% <br />J <br />J <br />Q <br />3 <br />Y <br />U <br />O <br />J <br />pq <br />BACK YARD <br />in <br />W <br />v <br />� <br />Y <br />J <br />Q <br />3 <br />Pq <br />Y <br />W <br />U <br />Q <br />H <br />19'-11" 20'-1" <br />EXT'G. <br />C❑NCR❑TE <br />APPROACH <br />Q <br />O <br />EXISTING <br />PARKWAY <br />TREE <br />EXT'G. <br />POWER <br />POLE <br />Y <br />U <br />0 <br />J <br />pq <br />2 <br />EXT'G. <br />C❑NCR❑TE <br />DRIVEWAY <br />EXT'G. <br />WALKWAY <br />/_n# <br />EXISTING <br />TWO CAR <br />GARAGE <br />(364.65 SQ.FT.) <br />NOTE: <br />REPLACE GARAGE BACK <br />DOOR AND WIND❑WS <br />EXT'G. CONCRETE <br />OPEN PATI❑ <br />13'-10" <br />o <br />PROPOSED0i <br />XTENSIO <br />CITY OF SANTA ANA <br />rL - - - i - i Ir----_--_•_ -_-�In c <br />ilQmiYlll�7mAi;i <br />pFOR PfRmll <br />J <br />ster ID 3 <br />Dat Y <br />o co <br />--11 <br />p <br />m <br />�D <br />W <br />D E S �GN <br />CARLOS ESCOBEDO <br />163 E 23RD ST <br />LONG BEACH,CA. <br />90806 <br />213-926 7756 <br />> m <br />_jo <br />00 <br />_0„ <br />LD LLJ 00 <br />zC4 <br />-jUo <br />LLJ J U 00 <br />J <br />U LLJ 3 Pq 00 <br />LLJ l D (LJ <br />I _ Q 00 Q <br />z <br />O <br />CZ � <br />O N <br />W Q � J (LJ <br />co <br />U <br />C� <br />`D <br />.--I <br />(LI <br />Ln LLJ <br />Ln > <br />1�11 <br />LLJ <br />O <br />RELOCATED E 'G, O <br />WATER HEA ER 01 <br />,� <br />,7„ 5, 0„ _CLI <br />z WL �' Q (T) <br />z q `D <br />a <br />RELOCATED BY EDISON N E W <br />ELECTRIC SERVICE <br />MIN, 120AMP UNDER FLR. <br />120/240V❑LTS ACCESS <br />SINGLE PHASE W/ <br />3 WIRE SERVICE. <br />N E -%71 S TIN"' <br />I <br />Y NE STR <br />3 SINGLE FAM6 <br />W <br />Q D W E L L I N',r-. <br />(1 ,097.00 SQ.FT.) EXT'G. <br />PORCH <br />(41.43 S.F.) <br />p <br />Cl1 <br />10'-0" 12'-0" 13'-5" 9'-7 <br />XT'G. <br />WALKWAY <br />o FRONT YARD <br />I <br />0 <br />ma )))) ED � <br />WRITTEN DIMENSIONS SHALL BE VERIFIED <br />ON THE JOB SITE, DISCREPANCIES SHALL <br />BE BROUGHT TO THE ATTENTION OF THE <br />ENGINEER PRIOR TO THE <br />COMMENCEMENT OF ANY WORK. <br />SIDEWALK <br />50.00' <br />EXISTING EXT'G, <br />PARKWAY WATER <br />TREE METER <br />H <br />- <br />z � <br />-J LLJ 3 LLJ <br />3 `D <br />z 5 H <br />o z > � cu <br />H <br />U <br />w U <br />:2::U Q Ln <br />U Z <br />U U <br />Qw� <br />�1 <br />Q LLJ 00 <br />J > O <br />[Z <br />U cu <br />()J <br />H J <br />L J <br />w¢ <br />LLJ U O J <br />Q!� Ln <br />LLJ z Q m <br />Q z <br />ds>Qm <br />z <br />QM��o <br />m <br />3 z O z <br />a M Q <br />r <br />0 <br />-- 0 Q:� <br />1 <br />LLJ <br />z <br />U V) C) <br />N <br />L_IJ 0 — — <br />w <br />0 0Qc)0 <br />OIL/ ryC) Z :� <br />12L IZ< Q r-v- <br />W O <br />(np 0 WN <br />HQZW OLT: O-ON <br />_p pW,FOM� <br />mLa <br />Op Zli Um <br />wpHw <br />`O <br />1 <br />En <00¢O �Z <br />�) irz MJZL'w'Fo <br />Ln <br />N UOL'mO2 >y0z? Z <br />Q�o <br />pZfn arr <br />z,LLJ Z' <br />fnOpZw,OW > <br />J�QpW=� <br />CDg��Z0 <br />oz mao}=ma <br />a� <br />1 <br />ZOpWWQ0- CVl'JN p�}V) <br />aao,7x38m3 <br />� Via_ <br />Z=wpZ�F �OZw3�z <br />wFOWg Ld FZ- moo <br />W o p a W p 0 Z Ocf) m V <br />LLI VAN I aaoz= O_juj <br />NESS AVE <mWN��3 Zz-4moLdW <br />Q J=ZaK. OOJNZW Ir <br />L- 61= — — <br />�PRoPoSEv <br />SITE PLAN_ <br />SCALE: 1/8"=1'-0" <br />CDNw0 <br />p F W W N 05 Q p O H O <br />� ZZ �Oau- <br />z3om <br />I <br />O <br />xOzO owdw <br />H Z¢ Q N U,M O p W <br />wO�3��N Q�Z5W2, Z< <br />p xFZQ03W�JJOV11-8 <br />(Qn a�'0 wWppQ07 ZOO-' <br />ww <br />W 0w5" Z0000 a. <br />Z wZooaww xycna <br />im <br />Z229a- w09 O_dFZJ<6 <br />J O-'ZU)Ox _�WfNo, <br />�wouiD:3 >wz� .ri00 <br /><03,00o-030W<002Z <br />REVISI❑NS <br />BY <br />Z <br />01-12-26 <br />DATE1 <br />= <br />10-02-24 <br />DRAWN: C,E,B, <br />'^� �,�� <br />VVI <br />SCALE: <br />AS SHOWN <br />�9 pROFESSI�� <br />sheet 2 <br />�P fo <br />EXT'G FLOOR, ROOF, <br />No. C055526 A <br />PLOT PLANS A N D <br />* EXP, 12-31-26 <br />PROPOSED ROOF PLAN <br />s <br />rgTF CIVIL 1P <br />OF CAL.If <br />of 5 sheets <br />19 <br />