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<br />SPECIAL PURPOSE SURVEY-FORM BOARD TIE-IN
<br />LO L ~ 8'
<br />CRESTVIEW HILLS
<br />PASCO COUNTY, FLORIDA.
<br />
<br />SEC. 35
<br />
<br />,TWP. 25 S, RNG.
<br />
<br />21 E.
<br />
<br />BEARING BASIS:
<br />
<br />NORTHERLY LOT LINE OF LOT 18 BEING N 89'.36'0.3- E
<br />
<br />N
<br />
<br />THIS SURVEY IS SUBJECT 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_
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<br />II
<br />
<br />
<br />UNDERGROUND FOOTER, STEM WALL, AND
<br />UNDERGROUND UTILITIES ARE NOT LOCATED OR
<br />SHOWN _
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<br />(fl.
<br />
<br />DO NOT SCALE THIS PRINT, DIMENSIONS AND
<br />NOTES TAKE PREFERENCE,
<br />
<br />DESCRIPTION NOT CONTAINING PLAr BOOK AND
<br />PAGE INDICATES THAT PLAT IS IN
<br />PRELIMINARY STAGE AND IS SUBJECT TO
<br />CHANGE AND/OR REVISION.
<br />
<br />CERTAIN DATA SHOWN HEREON BASED ON
<br />ENGINEERING PLANS PROVIDED BY CLIENT,
<br />
<br />· = 10' DRAINAGE & UTILITY EASOAENT
<br />.. = 5' DRAINAGE EASEMENT
<br />... = 10' DRAINAGE EASEMENT
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<br />LOT 19
<br />
<br />N 89'36'03" E 113.18'
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<br />S 89'36'03' W ()
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<br />17.8'
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<br />BUFFER
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<br />
<br />S 89'36'03 W 110,81'
<br />
<br />LOT 17
<br />
<br />CUR"';: RADIUS ARC lENG1l1
<br />C18 125,00' 26.02'
<br />
<br />DELTA ANGLE
<br />11"5535"
<br />
<br />CHORD lENG1l1 OiORD BEARING
<br />25,97 N 05'33'50- E
<br />
<br />f fofC>J~u/
<br />
<br />I d-S. SO
<br />
<br />LOWEST FLOOR ELEVA nONS:
<br />LIVING AREA: 125.80'
<br />GARAGE AREA: 125.28'
<br />ELEVA TlONS REFERENCED TO
<br />NA TIONAL GEODETIC VERTlCA
<br />DA ruM OF 1929. MEAN SEA
<br />LEVEL= 00.00 FT.
<br />EFFECTIVE DATE: 9/30/92
<br />
<br />DESCRIPTION:
<br />LOT 18 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 />APPARENT FLOOD HAZARD ZONE: "x" COMMUNITY PANEL NO. 120230 0295 D
<br />
<br />LEGEND;
<br />(C)- CALCULATED DATA, (0)= DEED DATA. (1.1)= MEASURED DATA. (PI- PLAT DATA, (= 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. ESM'T= EASEMENT.
<br />F/C= FENCE CORNER, FCM= FOUND CONCRETE MONUMENT, FIP= FOUND IRON PIPE, FIR= FOUND IRON ROD, FN8D= FOUND NAIL a DISK, FPP= FOUND PINCHED
<br />PIPE, LFE- LOWEST FLOOR ELEVATION, MAS,= MASONRY, OR- OFFICIAL RECORD BOOK, PB= PLAT BOOK, PCP= PERMANENT CONTROL POINT, PRM= PERMANENT
<br />REFERENCE MONUMENT, R/W- RIGHT OF WAY, R- RADIUS, SIR-SET 1/2' IRON ROD a CAP No_ 4493. SNao- SET NAIL a DISK, TBM- TENPORARY BENCHMARK,
<br />U/P- UTILITY POLE, W/F- WOOD FENCE, (RI . RADIAL
<br />
<br />t~
<br />ONE
<br />WAY
<br />
<br />JOHN R, BEACH & ASSOCIATES, INC.
<br />SURVEYORS AND MAPPERS
<br />911 WEST ST, PETERSBURG DRIVE
<br />OLDSMAR, FLORIDA 34677
<br />(813) 854--1276'FAX (813) 855-8370
<br />
<br />
<br />SMS
<br />
<br />Square Feel:
<br />
<br />6662,26 f:
<br />
<br />US HOME
<br />
<br />Checked By.
<br />
<br />
<br />~-C.B olE/lea
<br />
<br />DATE
<br />LBI4493
<br />
<br />
<br />Scale:
<br />
<br />NOT VALID WITHOUT THE SIGNATURE AND Dote 0 Survey:
<br />THE ORIGINAL RAISEO SEAL OF A FLORIDA
<br />LICENSED SURVEYOR AND MAPPER
<br />Revisions; FORM BOARD TIE-IN 08/02/05 AE
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