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' � SKEfCH ONLY SEC. 24 , TWP. 26 S, RNG. 21 E.
<br /> PLOT PLAN NOT A BOUNDARY SURVEY
<br /> LOT �OZ BEARING BASIS:
<br /> HIDDEN RIVER PHASE ONE A NORTH BOUNDARY OF SUBJECT PLAT BEING S 89'40'43" E
<br /> PASCO COUNTY, FLORIDA. �T THIS SURVEY IS SUBJECT TO ANY FACTS THAT
<br /> PRELIMINARY DRAWING: ON LOT AREA CALCULATIONS 1� MAY BE DISCLOSED BY A FULL AND ACCURATE
<br /> T1TLE SEARCH. ALSO SUBJECT TO SETHACKS,
<br /> THIS PLAN IS FOR PERMITTING PURPOSES LOT = 6600.00 gQ, F7', EASEMENTS AND RESTRICTIONS OF RECORD.
<br /> ONLY, NOT FOR CONSTRUCTION. VERIFY LIVING AREA = 78� SQ. FT.
<br /> ALL DIMENSIONS BEFORE ANY CONSTRUCTION. ENTRY = 38 SQ. FT. r��i UNDERGROUND FOOTER, STEM WALL, AND
<br /> GARAGE = 443 gp, �_ �� UNDERGROUND UTILITIES ARE NOT LOCATED OR
<br /> LEGEIVD: COVERED LANAI = N/A SQ. FT. _ SHOWN.
<br /> �--►= PROPOSED DRAINAGE FLOW PA110 = N/A SQ. FT. �
<br /> (00.00 CONC. DRIVE = 328 SQ. FT. W DO NOT SCALE THIS PRINT. DIMENSIONS AND
<br /> ) = PROPOSED GRADE � NOTES TAKE PREFERENCE.
<br /> E-00.00 = EXISIING GRADE A/C & CONC PAD =_ 9 SQ. FT. �
<br /> PRIVATE SIDEWALK = 33 SQ. FT. � DESCRIP110N NOT CONTAINING PLAT BOOK AND
<br /> IMPERVIOUS =?5 � PAGE INDICATES THAT PLAT IS IN
<br /> MOTES: = 1631 SQ. FT. PRELIMINARY STAGE AND IS SUBJECT TO
<br /> LOT GRADING TYPE = A SOD = 4969 SQ. FT. CHANGE AND/OR REVISION.
<br /> PROPOSED PAD ELEVATION = N/A
<br /> FRONT SETBACK = 20' OFF LOY AREA CALCULATIOMS CERTAIN DATA SHOWN HEREON BASED ON
<br /> SIDE SETBACK = 10' RIGHT OF WAY =_720.00 SQ. FT. ENGINEERING PLANS PROVIDED BY CLIENT.
<br /> REAR SETBACK = 10' DRIVE APRON = 144 SQ. FT.
<br /> PUBIJC SIDEWALK = 240 SQ. FT. STRUCTURE ilES SHOWN HEREON DENOTES
<br /> SOD = 336 S�. FT. MEASUREMENT FROM FORM BOARDS/FOUNDATION
<br /> - TO PROPERTY LINE.
<br /> PC(P) TOTALS * — �0' DRAINAGE UTILITY EASEMENT
<br /> r AREA - 7320.00 SQ. FT. �
<br /> DRIVEWAY = 472 SQ. FT.
<br /> SIDEWALK = 273 SQ. FT.
<br /> SOD = 5305 SQ. FT.
<br /> � I
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<br /> I LOT 101 I
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<br /> 0 '� 9ry, ti,
<br /> 2 . o' ::= �,� �— S 89"36'58" E 110.00' �f ���
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<br /> � I � 20�50' 47.50' . . O
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<br /> z v !• O z .• I` o:';. o�a���� o M N LOT 329
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<br /> °'•� • . . . , .. < :� � 42� p'
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<br /> z . o' -� ��, �' N 89`36'58" W 1 10.00' �—� ���2 I
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<br /> I LOT 103 I
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<br /> o PROPOSED:
<br /> ^ LOWEST FLOOR ELEVATIONS:
<br /> �
<br /> � LIVING AREA: 72.66�
<br />'� � GARAGE AREA: 72.12'
<br /> � DESGRIPTIOiV: ELEVATIONS REFERENCED TO
<br /> �
<br /> ¢ LOT 102, MAP OR PIAT ENTITLED "HIDDEN RIVER PHASE ONE A", NATIONAL GEODETIC VERTICAL
<br /> o AS RECORDED IN PLAT BOOK 074, PAGES 101 THROUGH 121, DATUM OF 1929. MEAN SEA
<br /> w OF THE PUBLIC RECORDS OF PASCO COUNIY, FLORIDA. LEVEL= 00.00 FT.
<br /> �
<br /> Q
<br /> � APPARENT FLOOD HAZARD ZONE: "X" COMMUNITY PANEL N0. 12101 C 0458 F EFFECTIVE DATE: 9/26/2014
<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, CH6= CHORD BEARING, CLF= CHAIN L1NK FENCE, CONC= CONCRETE, COV.= COVERED, E/P= EDGE OF PAVEMENT, ESM'T= EASEMENT,
<br /> w 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 /> o PIPE, LFE= LOWEST FLOOR ELEVAl10N, 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, TBM= TEMPORARY BENCHMARK,
<br /> v U/P= UTILIN POLE, W/F= WOOD FENCE, (R) = RADIAL
<br /> � JOHN R.BEACH&ASSOCIATES,INC. Drawn By� SMS Square Feet: 6600.00 t LENNAR HOMES
<br /> w � SURVEYORS AND MAPPERS
<br />' v 911 WEST ST. PETERSBURG DRIVE Checked By:
<br /> = ONE OLDSMAR, FLORIDA 34677 .1RB
<br /> � WAY (g�3) 854-1276 FAX (813) 855-8370 Scale:
<br /> i o �.�_30'
<br />, � NOT VALID WITHOUT THE SIGNATURE AND Date: PLOT PLAN 10 9 17 ACS a �3 20�
<br /> v THE ORIGINAL RAISED SEAL OF A FLORIDA JOHN EACH A
<br /> N LICENSED SURVEYOR AND MAPPER FLO A RE . LAND SURVEYOR No. 2984 LB 4493
<br /> / Revisions:
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