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• I RECORD SURVEY (FINAL) SEC. 24 TWP. 26 S. RNG.21 E.
<br /> LOT 116 BEARING BASIS:
<br /> HIDDEN RIVER PHASE ONE B KORTH BOUNDARY OF SUBJECT PLAT BEING S 89'40'43• E
<br /> PASCO COUNTY, FLORIDA. T 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 /> PREPARED FOR&CERTIFIEDTO: EASEMENTS AND RESTRICTIONS OF RECORD.
<br /> NORTH AMERICAN TITLE CO. n UNDERGROUND FOOTER, STEM WALL, AND
<br /> NORTH AMERICANTITIE INSURANCE CO. UNDERGROUND UTILITIES ARE NOT LOCATED OR
<br /> EAGLE HOME MORTGAGE,LLC T SHOWN.
<br /> TYLER BOICE DO NOT SCALE THIS PRINT. DIMENSIONS AND
<br /> STEFANYPEREIRA NOTES TAKE PREFERENCE.
<br /> N DESCRIPTION NOT CONTAINING PLAT BOOK AND
<br /> PAGE INDICATES THAT PLAT IS IN PRELIMINARY
<br /> STAGE AND IS SUBJECT TO CHANGE AND/OR
<br /> REVISION.
<br /> CERTAIN DATA SHOWN HEREON BASED ON
<br /> ENGINEERING PLANS PROVIDED BY CLIENT.
<br /> LOT 107 STRUCTURE TIES SHOWN HEREON DENOTES
<br /> HIDDEN RIVER PHASE ONE A MEASUREMENT FROM FORM BOARDS/FOUNDATION
<br /> (PLAT BOOK 74,PAGES 101-121) / TO PROPERTY LINE.
<br /> PURPOSE OF SURVEY:TO OBTAIN HORIZONTAL
<br /> nt,jv� •/ AND/OR VERTICAL DIMENSIONAL DATA TO SHOW.
<br /> / CONSTRUCTION IMPROVEMENTS.
<br /> LOT 108 �. s, + = 10' DRAINAGE/UTILITY EASEMENT
<br /> HIDDEN RIVER PHASE ONE A •� �g \ ^ ■• 5' DRAINAGE EASEMENT
<br /> (PIAT BOOK 74,PAGES 101-121) G \
<br /> AO
<br /> N g�t1l 93
<br /> lP ,j" �,(' `+ A•1•`�G. p LOT 117
<br /> "/\ �\ ��,D. M'�'6 CI \\ Off•.
<br /> 1 c15
<br /> i
<br /> PLAT \\\ ,`� 4, \\\s ro
<br /> BOUNDARY
<br /> \ E-71.9' \\ 11J
<br /> tsars\\\ 1 S�o���cF' PLAT
<br /> 0tds \\\ VO5\0��6 \\\ BOUNDARY
<br /> va
<br /> r' \ act f>7.>• \. \\ o
<br /> LOT 115 \\ •.� iv. .•
<br /> \ •L�yC1F' LOl\ /
<br /> r> o G\0 EIQ
<br /> 7..T• a Z.` :• 2p0 ', •OJ\tei
<br /> .09
<br /> WL
<br /> \*P
<br /> LEGEND:
<br /> E-00.0= EXISTING GRADE
<br /> CURVE DATA(P&M)
<br /> CURVE RADIUS ARC CHORD BEARING DELTA LOWEST FLOOR ELEVATIONS:
<br /> EN 350.00 59.37 59.29 S 59.4525 W 09'4305 LIVING AREA: 72.54'
<br /> C49 1 240.99 40.71 4D.88 N 594525 E I 09'4306 GARAGE AREA: 72.13'
<br /> DESCRIPTION: ELEVATIONS REFERENCED TO
<br /> LOT 116, MAP OR PLAT ENTITLED "HIDDEN RIVER PHASE ONE B", NATIONAL GEODETIC VERTICAL
<br /> AS RECORDED IN PLAT BOOK 76, PAGES 77 THROUGH 82, OF DATUM OF 1929. MEAN SEA
<br /> THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. LEVEL= 00.00 FT.
<br /> APPARENT FLOOD HAZARD ZONE: "X" COMMUNITY PANEL NO, 120230 0460 D EFFECTIVE DATE: 9/30/1992
<br /> Project Number. ISquara Feet: 7536.81 f LENNAR HOMES
<br /> LEGEND:
<br /> (C)= CALCULATED DATA, (D)= DEED DATA, (M)- MEASURED DATA, (P)= PLAT DATA, q= CENTERUNE, A/C- AIR CONDITIONER, B/C- BACK OF CURB, C/S-
<br /> CONCRETE SLAB, CH= CHORD, CHO= 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,FN&D= FOUND NAIL&DISK,FPP=FOUND PINCHEI
<br /> PIPE, LFE= LOWEST FLOOR ELEVATION, MAS.= MASONRY, OR- OFFICIAL RECORD BOOK, PB= PLAT BOOK, PCP= PERMANENT CONTROL POINT,PRM= PERMANEN'
<br /> REFERENCE MONUMENT, R/W- RIGHT OF WAY, R- RADIUS, SIR-SET 1/2"IRON ROD &CAP No. 4493, SN&D- SET NAIL&DISK, TBM- TEMPORARY BENCHMARK
<br /> U P-UTILITY 0 = WOOD FENCE,
<br /> JOHN R.BEACH&ASSOCIATES,INC. rown By: I HEREBY CERTIFY THAT THIS SURVEY HAS BEEN MADE UNDER MY
<br /> ETE
<br /> SURVEYORS AND MAPPERS SMS RESPONSIBLE CHARGE AND MEETS THE MINIMUM TECHNICAL
<br /> 911 WEST ST. PAND URG DRIVE Checked By: STANDARDS AS SET FORTH BY THE FLORIDA BOARD 01
<br /> ONE OLDSMAR, FLORIDA 34677 JRB PROFESSIONAL LAND SURVEYORS IN CHAPTER SJ-17.050, FLORID
<br /> ADM. ISTRATI CODE, PURSU NT TO SECTION 472.027 FLORIDA
<br /> • WAY (813) 854-1276 FAX(813) 855-8370 Scale: 1"-30, ST (^-�/
<br /> NOT VALID WITHOUT THE SIGNATURE AND o e: �-/� f/ 20 p
<br /> THE ORIGINAL RAISED SEAL OF A FLORIDA FINAL 9/25/18 DJB JO R. CH DATE
<br /> LICENSED SURVEYOR AND MAPPER StORIDA REG. ND SURVEYOR No. 2984 LB 4493
<br /> Revislone: FORM BOARD TIE IN 6/27/18 DWB, FOUNDATION TIE IN 7/12/18 JMM, REVISED P 5' DRAINAGE EMENT 9/19/18 JBS
<br /> to Ic 1°
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