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\ <br />\ - <br />�t <br />it <br />r� it <br />If <br />I t <br />!t <br />PROPOSED s CLF <br />i ,o <br />7,453 SF ONE STORY BLDG 1 <br />10" <br />I !j • MIN FFE = 105.67 NAVD 88 <br />(` (, _ -� A f SIISEWAUf RAMP wrrii <br />DETECTABLE WARNING N <br />SURFACE, PER FDOT1. ' ,'• <br />` INDEX 304 (CR-F). 1 � <br />I, ei E nNG t� ! r 2tI' a 1 ' • <br />RIGHT IN ADDITIONAL PAVEMENT 'm co 4ni <br />r ! RIG OUTAREA OF 816 SF (FULL <br />I i A Fps DEPTH ASPHALT) <br />( FDOT TYPE it r 8 1 Q ' <br />} " R50� . 5, 1 1: <br />\ <br />N <br />ti F.I.R. 1/2*; <br />e <br />is <br />•,,.r!' r r EXISTING <br />•''`'... r FULL •- `, ; <br />(! f ( f 1 9 ;:z >> -- : �: •:'' ,� ACCESS �� <br />orok <br />!77 <br />(r •�� <br />! ! i' ! ! I ,...+ .TYPE v� `�- . \ ` T.e.M. <br />APN _7 <br />1 �.') Y� JS.P.K./DISK <br />!! jf 2 j ' I �,..•', �;' K `.!!'I :.: \� { Q \ s,1 ELEV= t0 as, <br />I P.P. 181s sEb SIGN ` �p <br />f f ( /� •Q••" `a' (sue sAs) ` �� <br />ZA <br />f( (( a <br />( f ! \ '' — _.... l I < • - - ENdf.08UH�.,, - - . •;•.." r � "•'�,'1 \ a <br />7MS4i <br />i \ <br />SEE <br />11 EXISTING \ <br />RIGHT IN �R TRAFFIC <br /># RIGHT OUT N PARCEL 1 <br />!� F,P.K. NAIL DISK \ `` <br />ACCESS�;r„._ �, �' fl 6688 <br />_FIE <br />p !r( (t - / Imo. •-•�i ` •w 4 t :f. q k z ' X`' 1^T x w - EL.EYg f i.�d>Q • <br />Q� F60f ii�E WHEEibidP ° ., .. �,• 2 P.Q.B. \ \ V. <br />!1 !f 0 , J FLJRBTrYP.j :. Icy PARCEL 2 \ \ . <br />'�.• (i ( 8 r S.C.1,R. V8" \ '; <br />ti( ; •(r (� �„j J : "` _ no- - h .o- 4 LS 7425r {\\\\ <br />Pz <br />j ( 4 +. . <br />S z ( 4 110 <br />m0 r! :: (: Q ! I PROPOSED S1QId BICYCLE RACK 1 aL <br />4W CONC. PAD <br />4 : !_ ( )7 <br />9 ::: � SWIM cSpsswAu< <br />•: 5+ VITH V WIDE WHITE <br />STRIPING, 2% MAX <br />CROSS -SLOPE <br />Tl <br />�a <br />40 <br />jl 1� 10" • — .......... <br />10' <br />{I fi 8 \ F.I.R. 7/2" Z ..... <br />S. LINE OF TRACT 11 <br />( j (BENT), 0.83' N. — � .— .._...... — .— ._... -_ — —. _.,.. _......_. — — . _ ...._ — — — _. — — ,_... <br />F•I.R. I 2' <br />! I AND I C.M. 4",.r ✓'� \ ✓ % --- — — ___. — ...,_ — .._.....� ._.....-,....... —.. _.._ __ —. _.....— — — — — — _........ — — <br />0.50, S. ✓ _ — <br />✓ .- <br />P.O.C. <br />INTESECTION OF S. <br />NEROF TRACT* 112 <br />` 1 , , �'° •. / & W. ROAM OF FORT <br />: ✓ <br />4 ✓ i '� �-,:",., KING R <br />{ 4 <br />r <br />� r <br />r r <br />r <br />C'rrr <br />r <br />r/ <br />I , <br />/ I <br />0' 20' 40' <br />SCALE: 1" = 20' <br />SITE LEGEND <br />61 HANDICAP PARKING SPACE <br />--- ... --- ... --- ROW/PROPERTY LINE <br />. .................- ..................... CENTER LINE OF ROAD <br />PROPOSED CURB <br />__ ._................._. EXISTING EDGE OF PAVEMENT <br />I <br />TYP <br />HC <br />11 <br />RV <br />LF <br />SF <br />SIGN LEGEND <br />NO TEXT OR SYMBOL SIZE <br />R1-1 STOP 306)w <br />R3.1 NO RIGHT TURN 24Wr <br />R3-7 LEFT LANE MUST TURN LEFT 30"x9(r <br />R5-1 DO NOT ENTER 30`)w <br />R6.1 ONE WAY 36"x12" <br />ALL SIGNS SHALL CONFORM TO THE MANUAL ON <br />UNIFORM TRAFFIC CONTROL DEVICES. <br />STRIPING NOTES: <br />CONCRETE PAVEMENT/ SIDEWALK <br />ASPHALT PAVEMENT <br />TYPICAL <br />HANDICAP <br />PARKING COUNT <br />5` RADIUS <br />LINEAR FEET <br />SQUARE FEET <br />1. TYPICAL PARKING SPACE SHALL BE STRIPED WITH A V WHITE STRIPE. <br />2. SEE DETAILS FOR HANDICAP PARKING. <br />3. STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC <br />CONTROL DEVICES. <br />PROPOSED CONSTRUCTION NOTES: <br />1. ALL CURB RADII TO BE 3 FEET AND AT FACE OF CURB, UNLESS OTHERWISE NOTED. <br />2. ALL DIMENSIONS FOR INTERNAL PARKING LOTS ARE TO THE FACE OF CURB, UNLESS OTHERWISE <br />NOTED. <br />3. CONCRETE SIDEWALK RAMPS SHALL BE INSTALLED ACCORDING TO F.D.O.T. INDEX 304 OR A.D.A. <br />STANDARDS, WHICHEVER IS MORE RESTRICTIVE. <br />FDOT NOTES: <br />1. ALL WORK WITHIN THE FDOT R/W (SR-41) SHALL BE IN ACCORDANCE TO THE FOLLOWING <br />DOCUMENTS; <br />FDOT DESIGN STANDARDS FOR DESIGN, CONSTRUCTION,MAINTENANCE AND UTILITY OPERATIONS <br />ON THE STATE HIGHWAY SYSTEM, 2010 (STANDARD INDEXES) <br />FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (LATEST EDITION) <br />2. MAINTENANCE OF TRAFFIC SHALL BE IN ACCORDANCE TO FOOT INDEX 600,613 S 660. <br />3. ALL CONCRETE WITHIN THE FDOT R/W SHALL BE W THICK (CLASS 1) 3,000 PSI W/FIBERMESH. <br />4. ANY DAMAGED SIDEWALK OR CURBING ALONG THE R/W SHALL BE REMOVED AND REPLACED. <br />5. 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