PL®T OLAN SKETCH ONLY SEC. 24 TWP. 26 S, RNG. 21 E.
<br /> NOT A BOUNDARY SURVEY
<br /> LOT 295 BEARING BASIS:
<br /> HIDDEN RIVER PHASE 2 WEST BOUNDARY OF SUBJECT PLAT BEING N 00'23'02" E
<br /> PASCO COUNTY, FLORIDA. ON LOT AREA CALCULATIONS LOT = 7582_27_SQ. FT. DO NOT SCALE THIS PRINT, DIMENSIONS AND
<br /> T PRELIMINARY DRAINING: LIVING AREA = NOTES TAKE PREFERENCE._ 1093 Sq. FT. l�
<br /> THIS PLAN IS FOR PERMITTING PURPOSES ENTRY =_35___SQ. FT. ALL DATA SHOWN HEREON BASED ON THE
<br /> ONLY, NOT FOR CONSTRUCTION. VERIFY GARAGE = 427_—SQ. FT. ENGINEERING PLANS OF KIMLEY—HORN AND
<br /> ALL DIMENSIONS BEFORE ANY CONSTRUCTION. COVERED LANAI =__NzA__SQ. FT. o ASSOCIATES, INC„ PROVIDED BY LENNAR HOMES.
<br /> PATIO =_ 23 _SQ. FT.
<br /> LEGEND: CONC. DRIVE = 412 ^SQ. FT. II
<br /> PROPOSED DRAINAGE FLOW A/C & CONC PAD =_16____SQ. FT, • = 10' PUBLIC UTILITY EASEMENT
<br /> (00.00) = PROPOSED GRADE PRIVATE SIDEWALK =_ 31 _—SQ. FT.
<br /> =
<br /> E-00.00 = EXISTING GRADE IMPERVIOUS _27 %_2039 SQ. FT. 6
<br /> NOTES: SOD =_5543 SQ. FT.
<br /> LOT GRADING TYPE = A OFF LOT AREA CALCULATIONS
<br /> PROPOSED PAD ELEVATION = N/A RIGHT OF WAY =_ 643 6B SQ, FT.
<br /> FRONT SETBACK = 20' DRIVE APRON =_144_SQ. FT.
<br /> SIDE SETBACK = 10' PUBLIC SIDEWALK = 219Sp. FT.
<br /> REAR SETBACK = 10' SOD = 281___SQ. FT.
<br /> TOTALS
<br /> AREA =__8225.95 SQ. FT.
<br /> DRIVEWAY =__556 _SQ. FT.
<br /> SIDEWALK =__2_50__SQ. FT.
<br /> SOD =__5824 _SQ. FT.
<br /> I
<br /> LOT 294
<br /> LOT 306 T
<br /> I I TRACT'C
<br /> COMMON AREA
<br /> TRACT PS-3 I (PRIVATE) > 25.00'
<br /> PUMP STATION /1
<br /> _ I (PUBLIC) I E 110,00'
<br /> N 79'g1'
<br /> 09 15 l�
<br /> o�
<br /> .....................
<br /> ........... !P i N iT 11 ` �1
<br /> t0 y� G
<br /> 36,0 1................ 0 C" y
<br /> 5 q,. 0 "
<br /> �o'iz'a �. 5.0 ............Zp 81 �
<br /> ae.7a' 43�0 �
<br /> 9
<br /> 00
<br /> 0 5 .._........
<br /> ..........
<br /> ...........45.80 r ....
<br /> LOT 305 > % 7 Ta o.
<br /> IG
<br /> LOT 295 0' ..".`, �✓�
<br /> 0...28
<br /> 0
<br /> cp
<br /> ":" p t1
<br /> o. 1��' S5$ti5�� \
<br /> o��'" LOT 296
<br /> LOT 304 `C
<br /> CURVE RADIUS 1 ARC CHORD BEARING DELTA
<br /> C790 220.00' 26.78' 26.76' S 27'59'39" E O6'58'27" PROPOSED:
<br /> C191 220.00 55.14 55.00 S 17'19 35 E ta'21'a1" LOWEST FLOOR ELEVATIONS:
<br /> C227 330.00 82.72 82.50' N 17'19'35" W 14'21'41"
<br /> LIVING AREA: 73.85'
<br /> DESCRIPTION: GARAGE AREA:
<br /> ELEVATIONS REFERENCED TO
<br /> LOT 295, MAP OR PLAT ENTITLED "HIDDEN RIVER PHASE 2", NATIONAL GEODETIC VERTICAL
<br /> AS RECORDED IN PLAT BOOK 079, PAGES 102 THROUGH DATUM OF 1929. MEAN SEA
<br /> 110, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. LEVEL= 00.00 FT.
<br /> APPARENT FLOOD HAZARD ZONE: °X° COMMUNITY PANEL NO. 12101 C 0458 F EFFECTIVE DATE: 09/26/2014
<br /> Square Feet: 7582.27 f LENNAR HOMES
<br /> LEGEND:
<br /> (C)= CALCULATED DATA, (D)= DEED DATA, (M)= MEASURED DATA, (P)= 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, FN&D= FOUND NAIL & 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 & CAP No. 4493, SN&D= SET NAIL & DISK No.4493, TBM= TEMPORARY
<br /> BENCHMARK,
<br /> ' ASSOCIATES,INC. Dra SMS
<br /> wn By:
<br /> SURVEYORS AND MAPPERS Checked By:
<br /> 911 WEST ST. PETERSBURG DRIVE JRB
<br /> ONE OLDSMAR, FLORIDA 34677
<br /> WAY (813) 854-1276 FAX (813) 855-8370 Scale:
<br /> NOT VALID WITHOUT ORIGINAL SIGNATURE Date: PLOT PLAN 4/20/20 JBS
<br /> AND SEAL OF A FLORIDA LICENSED SI A SESURVEYOR AND MAPPER OHN RRevisions: FLORIDA . D SURVEYOR No. 2984 LB 4493
<br /> EEFF M. HARTLEY
<br /> PROFESSIONAL RVEYOR & MAPPER No.7123
<br />
|