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SKETCH ONLY SEC. 03 , TWP. 26 S, RNC <br /> NOT A BOUNDARY SURVEY BEARING BASIS: <br /> 10 <br /> K TOWNHOMES NORTHERLY BOUNDARY LINE, LOTS 109 -110 BEING <br /> NTY, FLORIDA. THIS SURVEY IS SUBJECT TO A <br /> MAY BE DISCLOSED BY A FULI <br /> T TITLE SEARCH. ALSO SUBJECT <br /> 1 1 \% EASEMENTS AND RESTRICTIONS <br /> Y DRAWING: UNDERGROUND FOOTER, STE <br /> PERMITTING PURPOSES <br /> UNDERGROUND UTILITIES ARE N <br /> )NSTRUCTION. VERIFY <br /> SHOWN. <br /> EFORE ANY CONSTRUCTION. II DO NOT SCALE THIS PRINT. DIM <br /> NOTES TAKE PREFERENCE. <br /> SED DRAINAGE FLOW < DESCRIPTION NOT CONTAINING F <br /> PAGE INDICATES THAT P <br /> ED GRADE In PRELIMINARY STAGE AND IS <br /> IG GRADE CHANGE AND /OR REVISION. <br /> CERTAIN DATA SHOWN HER <br /> _ ENGINEERING PLANS PROVIDED <br /> EVATION = STRUCTURE TIES SHOWN HEREO <br /> = 25' MEASUREMENT FROM FORM BOA <br /> 10' TO PROPERTY LINE. <br /> 15' <br /> T <br /> PERMANENT DRAINAGE <br /> INTEREST <br /> (O.R.3046, PGS.319 -370) <br /> TRACT "C -3" DRAINAGE /UTILITIES (8 (8 <br /> C AREA (J92) 0 0 ) + z sJ + <br /> vi � S,89'38'14 E j 80.00' <br /> PCP / 6 C. ° I I I I <br /> 0 <br /> 6N k , 'C . � U - A/C ��1 M A/C • <br /> y s .9 S 0 . 7� 63' -4" 15.98' <br /> SSS• \ x o Io ° ° ° <br /> c.) ° Lt 0 12.98'N <br /> ,� �5� N \ <br /> / 6a� 32.35 1 47.65 a — <br /> /0 \ Q o • <br /> ' <br /> In ^ o <br /> U w <br /> n O d <br /> \ O <br /> S 89'38'14' , 0 <br /> 12.00' 38..2'. o m I 0 <br /> 74- ' <br /> PCP(P)� z ¢ - M d <br /> W a p Z Z N <br /> V ° i — TRACT "B" <br /> "' o .,� DRAINAGE EASEMENT <br /> n <br /> 2 p ^ D_ - U CD <br /> 11 R 2 c, 1.4.>, e d' <br /> W RACT "C -3" N m <br /> Z COMMON ARE o a j - -- — o <br /> o f /� \/ ° ID o <br /> [O = U <br /> Q Q ° Z F ,_ \ .n <br /> Q 0 (n <br /> 1- 0, J W Y N <br /> o <br /> J ti <br /> 7 Z 0. 7— 32.35' 47.65' — <br /> '' \ <br /> CD I O �1 a <br /> 01' a x o N <br /> ¢ It:-.,: N 12.98' o <br /> O O N <br /> 0.7' , N 15.98' <br /> • PCP P o I�A /C 1><J � . MLA /C❑ <br /> O�� I t ai t ° <br /> C 0 N -;. <br /> DAHLIA TERRACE �� ° ., " n N 14 ' W 80.00' <br /> N 6 <br /> (24'R /W) (TRACT "A ") I TRACT "C -3" <br /> COMMON AREA <br /> = 11280.00 SQ. FT. <br /> =_ 7288 _SQ. FT. <br /> - 300 SQ. FT. <br /> = N/A _SQ. FT. <br /> = 576 _SQ. FT. <br /> __ 48 SQ. FT. <br /> = N A SQ. FT. <br /> __N LA —SQ. FT. <br /> D =_90 __SQ. FT. <br /> = 80 SQ. FT. <br /> ▪ Nit _ - SQ. FT. <br /> REA = —N1 A SQ. FT. <br /> = 74 -% <br /> E = - 26 —__ <br /> PROPOSED: <br /> ARC DELTA ANGLE CHORD BEARING LOWEST FLOOR EL <br /> 51.78' 33'42'52" 51.04' N 17'13'12" E <br /> 44.72' 33'42'52" 44.08' N 1713'12" E LIVING AREA: 87.! <br /> GARAGE AREA: <br /> PION' ELEVATIONS REFEI <br /> NATIONAL GEODET <br /> ROUGH 110, MAP OR PLAT ENTITLED "EILAND PARK TOWNHOMES ", AS RECORDED IN DATUM OF 1929. <br /> In PAnPC 1 (29 TI-I Rnl ICI-I 1 n4 nF TI-IF PI IPI IC' RFrnRnc nr Pecrn rnl 1 AITV r1 none 1 r vrl — nn nn r <br />