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SKETCH ONLY SEC. 24 , TWP. 26 S, RNG. 21 E.
<br /> PLOT PLAN NOT A BOUNDARY SURVEY
<br /> BEARING BASIS:
<br /> LOT 267
<br /> HIDDEN RIVER PHASE 2 WEST BOUNDARY OF SUBJECT PLAT BEING N 00'23'02" E
<br /> PASCO COUNTY, FLORIDA. DO NOT SCALE THIS PRINT. DIMENSIONS AND
<br /> PRELIMINARY DRAWING: ON LOT AREA CALCULATIONS NOTES TAKE PREFERENCE.
<br /> THIS PLAN IS FOR PERMITTING PURPOSES LOT =_ 6839_06 SQ. FT. ALL DATA SHOWN HEREON BASED ON THE
<br /> ONLY, NOT FOR CONSTRUCTION. VERIFY LIVING AREA = 15_56 �SQ. FT. o ENGINEERING PLANS OF KIMLEY—HORN AND
<br /> ALL DIMENSIONS BEFORE ANY CONSTRUCTION. ENTRY =__40___SQ. FT. rn ASSOCIATES, INC., PROVIDED BY LENNAR HOMES.
<br /> GARAGE 406 __SQ. FT. II
<br /> LEGEND: COVERED LANAI = �A_—SQ. FT. " = 10' PUBLIC UTILITY EASEMENT
<br /> = PROPOSED DRAINAGE FLOW PATIO =_ 23 --SQ. FT.
<br /> (00.00) = PROPOSED GRADE CONC. DRIVE 451 _SQ. FT, a
<br /> E-00.00 = EXISTING GRADE A/C & CONC PAD = 9 SQ. FT. L)
<br /> PRIVATE SIDEWALK =_ 28___SQ. FT.
<br /> NOTES: IMPERVIOUS =_37___%
<br /> LOT GRADING TYPE = A =_2513 _SQ. FT.
<br /> PROPOSED PAD ELEVATION = SOD = 4326 --SQ. FT.
<br /> FRONT SETBACK = 20' OFF LOT AREA CALCULATIONS
<br /> SIDE SETBACK = 1 10'REAR SETBACK RIGHT OF WAY =__801_47 SQ. FT.
<br /> = DRIVE APRON =__144__SQ. FT.
<br /> PUBLIC SIDEWALK =__265 _SQ. FT.
<br /> SOD =__392 __SQ. FT.
<br /> TOTALS
<br /> AREA 7640_53 SQ. FT.
<br /> DRIVEWAY =_ 595__SQ. FT.
<br /> SIDEWALK = 293--SQ. FT.
<br /> SOD = 4718 --SQ. FT.
<br /> �09 bdl LOT 268
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<br /> N DESCRIPTION:
<br /> LOT 267, MAP OR PLAT ENTITLED "HIDDEN
<br /> `CCT
<br /> ' RIVER PHASE 2 AS RECORDED IN PLAT BOOK PROPOSED:
<br /> 379, PAGES 102 THROUGH 110, OF THE PUBLIC�° RECORDS OF PASCO COUNTY, FLORIDA. LOWEST FLOOR ELEVATIONS:
<br /> N LIVING AREA: 74.90'
<br /> 1— CURVE RADIUS ARC CHORD BEARING DELTA
<br /> NC160 160.00, 15.22' 15.21' S 08'56'29" W 05'27'01" GARAGE AREA:
<br /> c161 160.00' 27.s7' z7.5a' s 1636'10"w ossz'z1" ELEVATIONS REFERENCED TO
<br /> < C1 1050.o0' 30.70 30.70' s zo4 os" w 01 a0'31" NATIONAL GEODETIC VERTICAL
<br /> Q C187 B7 940.00 26 26.44' .44' N 20'44 o
<br /> ' 0" E 01'3641"
<br /> = C188 z70.00' 39.5,V 39.60' N 17.19'59" E 08'24'43" DATUM OF 1929. MEAN SEA
<br /> a C189 270.00' 32.57' 32.55 S 09'40'18 W 06'54'40"
<br /> � LEVEL= 00.00 FT.
<br /> APPARENT FLOOD HAZARD ZONE: "X" COMMUNITY PANEL NO. 12101 CO458F EFFECTIVE DATE: 09/26/2014
<br /> z
<br /> Square Feet: 6839.06 f LENNAR HOMES
<br /> O
<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 /> v 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 /> a 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, U P= UTILITY POLE, W F= WOOD FENCE _
<br /> JOHN R.BEACH&ASSOCIATES,INC. Drawn By:
<br /> � SMS
<br /> SURVEYORS AND MAPPERS Checked By:
<br /> 911 WEST ST. PETERSBURG DRIVE FRB
<br /> v ONE OLDSMAR, FLORIDA 34677
<br /> Liz WAY (813) 854-1276 FAX (813) 855-8370 Scale: Q�
<br /> o NOT VALID WITHOUT ORIGINAL SIGNATURE Date: PLOT PLAN 2/28/2020 ACS 6_JO(I�
<br /> AND SEAL OF A FLORIDA LIC ANATURE DATE
<br /> SURVEYOR AND MAPPER
<br /> -0 JOHN R. BEACH
<br /> Revisions: REVISED PER PLAT BOOK AND PAGES 3/2/2020 ACS FLORIDA REG. SURVEYOR No. 29B4 LB 4493
<br /> V1 JEFF
<br /> 11 ROFESSIONAL SURVEYOR & MAPPER No.7123
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