|
SKETCH ONLY SEC. 24 TWP. 26 S, RNG. 21 E.
<br /> PLOT PLAX NOT A BOUNDARY SURVEY
<br /> LOT 269 BEARING BASIS:
<br /> HIDDEN RIVER PHASE 2 WEST BOUNDARY OF SUBJECT PLAT BEING N 00'23'02" E
<br /> PASCO COUNTY, FLORIDA.
<br /> DO NOT SCALE THIS PRINT. DIMENSIONS AND
<br /> PRELIMINARY DRAWING: NOTES TAKE PREFERENCE.
<br /> THIS PLAN IS FOR PERMITTING PURPOSES i
<br /> ONLY, NOT FOR CONSTRUCTION. VERIFY ALL DATA SHOWN HEREON BASED ON THE
<br /> ALL DIMENSIONS BEFORE ANY CONSTRUCTION. ENGINEERING PLANS OF KIMLEY—HORN AND
<br /> ASSOCIATES, INC., PROVIDED BY LENNAR HOMES.
<br /> LEGEND:
<br /> —v,A— = PROPOSED DRAINAGE FLOW 10' PUBLIC UTILITY EASEMENT
<br /> (00.00) = PROPOSED GRADE
<br /> E-00.00 = EXISTING GRADE ON LOT AREA CALCULATIONS
<br /> NOTES: LOT' =_68_41-39 SQ. FT.
<br /> LOT GRADING TYPE = B 6 LIVING AREA 1838 S0. FT.
<br /> PROPOSED PAD ELEVATION N/A ENTRY --12--SO. FT.
<br /> FRONT SETBACK = 20' t GARAGE 406 —SQ, FT.
<br /> SIDE SETBACK = 10'
<br /> COVERED LANAI N/A —SQ. FT.
<br /> PATIO 23 Q. FT.
<br /> REAR SETBACK 10' CONC. DRIVE FT.
<br /> A/C & CONC PAD =9—..__SQ. FT.
<br /> PRIVATE SIDEWALK FT.
<br /> IMPERVIOUS
<br /> 2677 SQ. FT.
<br /> SOD 4164 —SQ. FT.
<br /> OFF LOT AREA CALCULATIONS
<br /> RIGHT OF WAY =__7QQ_2_SQ. FT.
<br /> DRIVE APRON =__L2_8SQ. FT.
<br /> PUBLIC SIDEWALK =_ 235__-SQ. FT.
<br /> SOD FT.
<br /> .......2 00' LOT 270 TOTALS
<br /> AREA =__Z5_U—.97-SQ. FT.
<br /> ..... ... DRIVEWAY 425 --SQ. FT.
<br /> S 77-14-42" SIDEWALK 30_q_7SQ. FT.
<br /> .. ....... CN, --ulo-
<br /> 07 i6 CS o". 110.00. SOD —__.i5_02SO. FT.
<br /> 1 1.69, 7527
<br /> 6-
<br /> w
<br /> 59'-4-
<br /> Cb .........
<br /> CL
<br /> z aD
<br /> 'S
<br /> N
<br /> 6.
<br /> 00.
<br /> V ci
<br /> LOT 269
<br /> 2 4.00.
<br /> 67- 0.
<br /> w K
<br /> N _N k
<br /> 491, .99
<br /> Jra QOO,
<br /> LOT 26B
<br /> PLAT
<br /> BOUNDARY
<br /> tpc(p)
<br /> PROPOSED:
<br /> LOWEST FLOOR ELEVATIONS:
<br /> LIVING AREA: 74.35'
<br /> rn GARAGE AREA: N/A
<br /> 1�
<br /> w ELEVATIONS REFERENCED TO
<br /> 0 NATIONAL GEODETIC VERTICAL
<br /> DATUM OF 1929. MEAN SEA
<br /> DESCRIPTION: DATUM
<br /> 00.00 FT.
<br /> oi LOT 269, MAP OR PLAT ENTITLED "HIDDEN RIVER PHASE 2",
<br /> w
<br /> AS RECORDED IN PLAT BOOK 079, PAGES 102 THROUGH CURVE iAD S ARC CHORD I BEA
<br /> RINGG I DELTA
<br /> CO�5 0 40%0. 1 85Z6' 1 85!33- 1 S 18'56-16" W 1 05-12.10"
<br /> 110, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. I C164 1 1050.00, 65.64- 1 65.63' 1 S 14-32-45- W 03-34.54"
<br /> C185 1 940.00- 1 58.76' 1 58.75' 1 N 14'32'45" E I
<br /> APPARENT FLOOD HAZARD ZONE: "X" COMMUNITY PANEL NO. 12101CO458F EFFECTIVE DATE: 09/26/2014
<br /> 1Square Peet: 6841.39 d: LENNAR HOMES
<br /> LEGEND:
<br /> z
<br /> Lu(C)= CALCULATED DATA, (0)= 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 /> tV 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,,§N&D= SE-T-NAIL-& DISK No.4493, TBM= TEMPORARY
<br /> 2 BENCHMARK, U/P= UTILITY POLE, W/F= WOOD FENZ
<br /> Drawn By:
<br /> w JOHN R.BEACH&ASSOCIATES,INC. SMS
<br /> SURVEYORS AND MAPPERS Checked By:
<br /> C t 911 WEST ST. PETERSBURG DRIVE JRB
<br /> ONE OLDSMAR, FLORIDA 34677
<br /> ale:
<br /> WAY (813) 854-1276 FAX (813) 855-5370 Sc
<br /> 1"=30'
<br /> c: NOT VALID WITHOUT ORIGINAL SIGNATURE IDote: PLOT PLAN 01/31/2020 RTM
<br /> 0
<br /> AND SEAL OF A FLORIDA LICENSED N DATE
<br /> SURVEYOR AND MAPPER
<br /> JOHN'R. CH
<br /> m Revisions: FLORIDA RE AND.SURVEYOR No. 2981 LB#4493
<br /> JEFF M. HAWLEY
<br /> PROggeSITNAL SURVEYOR &'MAPPER No.7123
<br />
|