|
SKETCH ONLY SEC. 24 , TWP. 26 S, RNG. 21 E.
<br /> PLOT PLAN NOT A BOUNDARY SURVEY
<br /> LOT 13 BEARING BASIS:
<br /> HIDDEN RIVER PHASE ONE 8 NORTH BOUNDARY OF SUBJECT PLAT BEING S 89*40'43" E
<br /> PASCO COUNTY, FLORIDA. THIS SURVEY IS SUBJECT TO ANY FACTS THAT
<br /> MAY BE DISCLOSED BY A FULL AND ACCURATE
<br /> ON LOT AREA CALCULATIONS TITLE SEARCH. ALSO SUBJECT TO SETBACKS,
<br /> LOT =--6L422-96 SQ. FT. EASEMENTS AND RESTRICTIONS OF RECORD.
<br /> LIVING AREA
<br /> 1558—SQ. FT. UNDERGROUND FOOTER, STEM WALL, AND
<br /> ENTRY
<br /> ---!L5—SQ. FT. UNDERGROUND UTILITIES ARE NOT LOCATED OR
<br /> GARAGE FT. II SHOWN.
<br /> COVERED LANAI FT.
<br /> PATIO =---Z!_SQ. FT. DO NOT SCALE THIS PRINT. DIMENSIONS AND
<br /> CONC. DRIVE =---!fLeL—SQ. FT. CJ
<br /> j NOTES TAKE PREFERENCE.
<br /> A/C & CONC PAD = 9 SQ. FT.
<br /> PRIVATE SIDEWALK FT. DESCRIPTION NOT CONTAINING PLAT BOOK AND
<br /> IMPERVIOUS t PAGE INDICATES THAT PLAT IS IN'
<br /> =--2655 SQ. FT. PRELIMINARY STAGE AND IS SUBJECT TO
<br /> SOD = 3768 SQ. FT. CHANGE AND/OR REVISION.
<br /> OFF LOT AREA CALCULATIONS CERTAIN DATA SHOWN HEREON BASED ON
<br /> RIGHT OF WAY =--161.19 SO. FT. ENGINEERING PLANS PROVIDED BY CLIENT.
<br /> DRIVE APRON =-1-45--SQ. FT- STRUCTURE TIES SHOWN HEREON DENOTES
<br /> PUBLIC SIDEWALK =—10—SQ. FT. MEASUREMENT FROM FORM BOARDS/FOUNDATION
<br /> SOD =--AfLEL--SQ. FT. TO PROPERTY LINE.
<br /> TOTALS
<br /> TRACTLANDSCAPE"H' 10' DRAINAGE/UTILITY EASEMENT
<br /> & 5' DRAINAGE EASEMENT
<br /> AREA SQ. FT. BLIFER EASEMENT THE EMERALD POINTE
<br /> DRIVEWAY =--13 I—SQ. FT. HIDDEN RIVER PHASE ONE A
<br /> SIDEWALK =---.Z77 101-121) RV RESORT PHASE THREE
<br /> SQ. FT. (PLAT BOOK 74, PAGES (PLAT BOOK 38, PAGES 7-11)
<br /> SOD 4136 SQ. FT.
<br /> PRELIMINARY DRAWING:
<br /> THIS PLAN IS FOR PERMITTING PURPOSES
<br /> ONLY, NOT FOR CONSTRUCTION. VERIFY PRM3T)
<br /> ALL DIMENSIONS BEFORE ANY CONSTRUCTION. S 89*40'43" E 60.00' 3
<br /> LEGEND: -- - - - - - --
<br /> PROPOSED DRAINAGE FLOW PLAT % A/C :F oq
<br /> !2
<br /> (00.00) PROPOSED GRADE BOUNDARY
<br /> E-00.00 EXISTING GRADE E010 IQ
<br /> NOTES: -1-6.,66; m 1 00,
<br /> 1
<br /> LOT GRADING TYPE = A 40'-0"
<br /> PROPOSED PAD ELEVATION N/A 0
<br /> FRONT SET BACK = 20'
<br /> SIDE SET BACK = 10' 0 PROPOSED 6'
<br /> 0 TRACT "P.,REAR SETBACK = 10' 6 1941PLAN 0
<br /> - LIFT STATION-1
<br /> .1 ELEV "Al
<br /> 4) GARAGE 0 �
<br /> I TRACT "G"
<br /> LEFT. to : COMMON AREA
<br /> LOT 14 LOT 13 co r- HIDDEN RIVER PHASE ONE
<br /> (PLAT BOOK 74, PAGES 101-121)
<br /> 0,
<br /> 0 0
<br /> ZD
<br /> 0 U)
<br /> PLAT
<br /> z BOUNDARY
<br /> z 1 AD'
<br /> r A
<br /> PLAT
<br /> BOUNDARY r>
<br /> N 89'40'43 W
<br /> OtA CVANS
<br /> ASE ONE A
<br /> IDA-121)
<br /> 14,PAGES
<br /> HIDDENRIVE
<br /> BODY
<br /> (5dR/w)
<br /> PROPOSED:
<br /> DESCRIPTION:
<br /> LOWEST FLOOR ELEVATIONS:LOT 13, MAP OR PLAT ENTITLED "HIDDEN RIVER PHASE ONE B", LIVING AREA: 75.30'
<br /> z GARAGE AREA:
<br /> 0 AS RECORDED IN PLAT BOOK 076, PAGES 077 THROUGH 082, ELEVATIONS REFERENCED TO
<br /> Lb OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. NATIONAL GEODETIC VERTICAL
<br /> CURVE RADIUS ARC CHORD HEARING OF
<br /> DATUM OF 1929. MEAN SEA
<br /> I I I I I
<br /> 1 55.08' 1 54.77' 1 S 79-48-06-W 1 21 N2- 1& 1 02 1 150.00- 'CO2 LEVEL= 00.00 FT.
<br /> >1
<br /> APPARENT FLOOD HAZARD ZONE: "X" COMMUNITY PANEL NO. 120230 0460 D EFFECTIVE DATE: 9/30/1992
<br /> a Project Number: Sq... Feet: 6422.96 LENNAR HOMES
<br /> ul
<br /> LEGEND:
<br /> :C
<br /> (C)= CALCULATED DATA, (D)= DEED DATA, (M)= MEASURED DATA, (P)= PLAT DATA, q:-- 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 /> id PIPE, LFE= LOWEST FLOOR ELEVATION, MAS.= MASONRY, OR= OFFICIAL RECORD BOOK, P13= 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 /> U/P= UTILITY POLE, W/r-= WOOD FENCE Drawn By:
<br /> i;p JOHN R.BEACH&ASSOCIATES,INC. SMS
<br /> SURVEYORS AND MAPPERS Checked t By;911 WEST ST. PETERSBURG DRIVE
<br /> JRB
<br /> ONE OLDSMAR, FLORIDA 34677 Scale:
<br /> 30
<br /> if WAY (813) 854-1276 FAX (813) 855-8370 1- -
<br /> 4�1 =
<br /> 6 NOT VALID WITHOUT THE SIGNATURE AND Date: PLOT PLAN 1/17/19 ACS
<br /> a a
<br /> :%A THE ORIGINAL RAISED SEAL OF A FLORIDA AG TURE DATE\
<br /> 5 LICENSED w-%.Tul SURVEYOR AND MAPPER In REACH
<br /> .8 Revisions: I I FLORIDA VG. LAND SURVEYOR No. 2984 LB#4493
<br /> JEFF M. H TLEY
<br /> LA
<br /> M.
<br /> SURVEYOR & MAPPER No.7123
<br />
|