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<br />SPECIAL PURPOSE SURVEY - FORM BOARD TIE-IN
<br />LQT 92 I
<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 />NORTHERL Y LOT LINE Of LOT 92 BEING S 89'36'03" W
<br />
<br />LOWEST flOOR ELEVA nONS:
<br />LIVING AREA: 148,74'
<br />GARAGE AREA: 148.27'
<br />ELEVA TIONS REFERENCED TO
<br />NATIONAL GEODETIC VERTICAl
<br />DA TUM OF 1929. MEAN SEA
<br />LEVEL= 00,00 FT,
<br />
<br />120230 0295 D EFFECTIVE DATE: 9/30/92
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<br />LOT 93
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<br />25.00'
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<br />N 89'36'03" E 106,91 '
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<br />S 89'36'03" W 106,87'
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<br />LOT 91
<br />
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<br />
<br />DESCRIPTION:
<br />LOT 92 MAP OR PLAT ENTITLED "CRESTVIEW HILLS", AS RECORDED IN PLAT
<br />BOOK _~, PAGES L2..'i THROUGH 1.~J., OF THE PUBLIC RECORDS OF
<br />PASCO COUNTY, FLORIDA.
<br />
<br />APPARENT FLOOD HAZARD ZONE: "x"
<br />
<br />COMMUNITY PANEL NO.
<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.
<br />
<br />UNDERGROUND FOOTER. STEM WALL, AND
<br />UNDERGROUND UTILITIES ARE NOT LOCATED OR
<br />SHOWN.
<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 AND/OR REV I S ION.
<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 />· = 10' DRAINAGE & UTILITY EASEMENT
<br />.. = 5' DRAINAGE EASEMENT
<br />... = 10' DRAINAGE EASEMENT
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<br />NOT INCLUDED(P)
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<br />.......0
<br />
<br />."-. PLAT
<br />I '-BOUNDARY
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<br />
<br />LEGEND;
<br />(C)" CALCULATED DATA. (D)- 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. ESM'T= EASEMENT.
<br />F/C= FENCE CORNER, FOM= FOUND CONCRETE MONUMENT. FIP= FOUND IRON PIPE, flR= FOUND IRON ROD, FN8D= FOUND NAIL 8 DISK, FPP= FOUND PINCHED
<br />PIPE, LFE= LOWEST FLOOR ELEVATION, MAS.= MASONRY. OR= OfFICIAL RECORD BOOK, PB= PLAT BOOK, Pcp. PERMANENT CONTROL POINT, PAM= PERMANENT
<br />REFERENCE MONUMENT, R/W- RIGHT OF WAY, R= RADIUS. SIR-SET 1/2' IRON ROO a CAP No. 4493. SNaD= SET NAIL a DISK. TBM- TEMPORARY BENCHMARK,
<br />u/p. UTILITY POLE, W/F- WOOD FENCE. (R) = RADIAL
<br />
<br />O!~
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<br />
<br />JOHN R, BEACH & ASSOCIATES, INC.
<br />SURVEYORS AND MAPPERS
<br />911 WEST ST. PElERSBURG DRIVE
<br />OLDSNAR, FLORIDA 34677
<br />(813) 854--1276 FAX (813) 855-8370
<br />
<br />Drawn By.
<br />
<br />Square Feet:
<br />
<br />SNS
<br />
<br />Checked By.
<br />
<br />JRB
<br />
<br />Scale:
<br />
<br />6413.67 :I:
<br />
<br />I
<br />
<br />US HOME
<br />
<br />NOT VALID WITHOUT THE SIGNATURE AND "ate of Survey.
<br />THE ORIGINAL RAISED SEAL OF A FLORIDA
<br />LICENSED SURVEYOR AND MAPPER
<br />
<br />Revisions: FORM BOARD TIE-IN 6/29/05 WWW
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<br />JOHN~A&-.. DAlE
<br />FLORIlP. REG. ~D SURVEYOR No. 2984 LBf4493
<br />C=-.-J
<br />
<br />1"=30'
<br />
<br />7), /D5
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