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<br />SPECIAL PURPOSE SURVEY - FORM BOARD TIE -IN <br />-LOT 20 <br />CRESTVIEW HILLS <br />PASCO COUNTY, FLORIDA. <br /> <br />SEC. 35 <br /> <br />, TWP. <br /> <br />25 S, RNG. <br /> <br />21 E. <br /> <br />BEARING BASIS: <br /> <br />NORTHERLY LOT LINE OF LOT 20 BEING N 45"03'23' E <br /> <br />N <br /> <br />THIS SURVEY IS SUB~ECT TO ANY FACTS THAT <br />MAY BE DISCLOSED BY A FULL AND ACCURATE <br />TITLE SEARCH. ALSO SUBJECT TO SETBACKS, <br />EASEMENTS AND RESTRICTIONS OF RECORD. <br /> <br />ffl{ ~ ~v <br /> <br />o <br />1'1 <br /> <br /> <br />UNDERGROUNO FOOTER. STEM WALL. AND <br />UNDERGROUND UTILITIES ARE NOT LOCATED OR <br />SHOWN . <br /> <br />".- <br /> <br />w <br />-' <br /><(: <br />(J <br />(1)_ <br /> <br />DO NOT SCALE THIS PRINT. DIMENSIONS AND <br />NOTES TAKE PREFERENCE. <br /> <br />DESCRIPTION NOT CONTAINING PLAT BOOK AND <br />PAGE INDICATES THAT PLAT IS IN <br />PRELIMINARY STAGE AND IS SUBJECT TO <br />CHANGE ANDIOR REVISION. <br /> <br />~ <br /> <br />CERTAIN DATA SHOWN HEREON BASED ON <br />ENGINEERING PLANS PROVIDED BY CLIENT. <br /> <br />STRUCTURE TIES SHOWN HEREON ARE DERIVED <br />DURING CONSTRUCTION AND MAY VARY UPON <br />COMPLETION (FORM BOARDS. FOUNDATION. OR <br />STEM WALLS) <br /> <br />/ <br /> <br />· = 10' DRAINAGE & UTILITY EASEMENT <br />.. = 5' DRAINAGE EASEMENT <br />.... = 7.5' DRAINAGE EASEMENT <br /> <br />/ <br /> <br /> <br />TRACT "B" <br />DRAINAGE <br />EASEMENT <br /> <br />S' <br />'St'St' <br />0'6'_ <br />u'..> '. <br /><f' <br /> <br />LOT 21 <br /> <br />/ <br /> <br />/ "~ <br />,<),~ <br />, C) "J "J'1, <br />'-0b<?J~' b <br /> <br />/ i?Y <br />'00'1.>. (j <br />*' <v <br />r- .;y <br />c<J~1 ........~ ~ <br />q ~ -:~\ <br />S-..,'" <br />/ ;(:-~ \:: <br />/~ <br />/ ~<() <br /> <br /> <br />LOT 19 <br /> <br />DESCRIPTION: <br />LOT 20 MAP OR PLAT ENTITLED "CRESTVIEW HILLS", AS RECORDED IN PLAT BOOK 53, <br />PAGES 124 THROUGH 129, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. <br /> <br />CURVE RADIUS ARC LENGTH <br />C20 125.00' 27.05' . <br /> <br />DELTA ANGLE <br />12'2....03. <br /> <br />CHORD LENGTH CHORD BEARING <br />27.00' N 38'5"22' E <br /> <br />LOWEST FLOOR ELEVATIONS: <br />LIVING AREA: 124.69' <br />GARAGE AREA: 124.14' <br />ELEVA TIONS REFERENCED TO <br />NA TIONAL GEODETIC VERTICA <br />DA ruM OF 1929. MEAN SEA <br />LEVEL= 00.00 FT. <br /> <br />EFFECTIVE DATE: 9/30/92 <br /> <br />APPARENT FLOOD HAZARD ZONE: "X" COMMUNITY PANEL NO. 120230 0295 D <br /> <br />LEGEND: <br />(C)- CALCULATED DATA. (0)= DEED DATA. (M)= MEASURED DATA. (P)- PLAT DATA. t = CENTERLINE. A/C- AIR CONDITIONER. B/C- BACK OF CURB. C/S- <br />CONCRETE SLAB. CH= CHORD. CHB= CHORD BEARING. CLF= CHAIN LINK FENCE. CONC- CONCRETE. COV.= COvERED. E/P= EDGE OF PAVEMENT. ~\'T= EASEMENT. <br />F/C= FENCE CORNER. FeM= FOUND CONCRETE MONUMENT, FIP= FOUND IRON PIPE. FIR= FOUND IRON ROD. FNBD= FOUND NAIL & DISK. FP~= FOUND PINCHED <br />PIPE, LFE= LOWEST FLOOR ELEVATION, MAS.= MASONRY. OR= OFFICIAL RECORD BOOK. PB= PLAT BOOK. PCP= PERMANENT CONTROL POINT, PRMe PERMANENT <br />REFERENCE MONUMENT. R/W= RIGHT OF WAY. R= RADIUS. SIR=SET 1/2' IRON ROD 8 CAP No. 4493. SN8D- SET NAIL a DISK. TBM' TEMPORARY BENCHMARK. <br />U/P- UTILITY POLE. W/F- WOOD FENCE. (R) - RADIAL <br /> <br />O!~ <br />WA Y) ( <br /> <br />JOHN R, BEACH & ASSOCIATES, INC. <br />SURVEYORS AND MAPPERS <br />911 WEST S1. PETERSBURG DRIVE <br />OLDSMAR, FLORIDA 34677 <br />(813) 854-1276 FAX (813) 855-8370 <br /> <br />Drawn By. <br /> <br />SMS <br /> <br />Square Feel: <br /> <br />7055.72 :l: <br /> <br />uS HOME: <br /> <br />Checked By. <br /> <br />Scale: <br /> <br />JRB <br />1"=30' <br /> <br /> <br />oe l~ \b <br />DATE <br />2984 LB#4493 <br /> <br />NOT VALID WITHOUT THE SIGNATURE AND Dale of Survey: <br />THE ORIGINAL RAISED SEAL OF A FLORIDA <br />LICENSED SURVEYOR AND MAPPER <br /> <br />Revisions: FORM BOARD TIE-IN 8/18/05 WWW <br />