SKETCH ONLY SEC. 04 TWP. 26 S, RNG. 21 E.
<br /> PLOT PLAN NOT A BOUNDARY SURVEY
<br /> LOT 2, BLOCK 8 BEARING BASIS:
<br /> SILVERADO RANCH SUBDIVISION-PHASE 5A WEST BOUNDARY OF SUBJECT PLAT BEING N 36'42'29'E
<br /> PASCO COUNTY, FLORIDA. T DO NOT SCALE THIS PRINT. DIMENSIONS AND
<br /> PRELIMINARY DRAWING:
<br /> 1 NOTES TAKE PREFERENCE.
<br /> THIS PLAN IS FOR PERMITTING PURPOSES ALL DATA SHOWN HEREON BASED ON THE
<br /> ONLY,NOT FOR CONSTRUCTION.VERIFY a ENGINEERING PLANS OF HAMILTON ENGINEERING
<br /> ALL DIMENSIONS BEFORE ANY CONSTRUCTION. n &SURVEYING, INC., PROVIDED BY LENNAR
<br /> HOMES.
<br /> LEGEND:.
<br /> ..w—m PROPOSED DRAINAGE FLOW = 10'-UTILITY EASEMENT -
<br /> (00.00) PROPOSED GRADE . "= 10'DRAINAGE EASEMENT
<br /> E—DD.DO =EXISTING GRADE y ON LOT AREA CALCULATIONS
<br /> .. NOTES: LOT ="7762.50 SO.FT.
<br /> LOT GRADING TYPE= A/B LIVING AREA = 2578 .SO.FT.
<br /> PROPOSED PAD ELEVATION 107.0' ENTRY 57 -So.FT.GARAGE 674 --SO.FT. _
<br /> FRONT SET BACK=20' COVERED LANAI a N/A S0.FT.
<br /> SIDE SET BACK= 7.5' PATIO = N/A S0.FT.
<br /> REAR SETBACK-,15' CONC.DRIVE 627 S0.FT._
<br /> A/C&CONC PAD 12 S0:FT." _
<br /> PRIVATE SIDEWALK 30 S0;FT.
<br /> �PC(P) IMPERVIOUS = 52 z
<br /> 3976SO•FT.
<br /> SOD = 3787 S0•FT.
<br /> OFF LOT AREA CALCULATIONS
<br /> 0� RIGHT OF WAY = 1215.00 S0.FT.
<br /> / ,o• DRIVE,APRON =-350 SO.FT.
<br /> PUBLIC SIDEWALK - 337 S0.FT.
<br /> !L SOD = 528 S0•FT,
<br /> ��, y� TOTALS
<br /> L AREA = 8977.50 S0•FT.
<br /> -\ C, 3 (,04A ) DRIVEWAY = 977 S0.FT.
<br /> SIDEWALK = 367 SO.FT.
<br /> SOD = 4315 S0.FT.
<br /> 1
<br /> vw ` �A' %�� LOT 3
<br /> BLOCK B
<br /> PLAT
<br /> �. .. .�. B •a OO. BOUNDARY
<br /> _ P:P
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<br /> K S3. yp
<br /> W J,,
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<br /> N S A
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<br /> LOT 1
<br /> BLOCK 8
<br /> 06
<br /> y
<br /> N
<br /> O
<br /> J
<br /> Y
<br /> a
<br /> PROPOSED:
<br /> ^ LOWEST FLOOR ELEVATIONS:
<br /> x
<br /> 4 LIVING AREA: 107.70'
<br /> v DESCRIPTION' GARAGE AREA: 107.16'
<br /> ct ELEVATIONS REFERENCED TO
<br /> LOT 2, BLOCK 8, MAP OR PLAT ENTITLED "SILVERADO RANCH NORTH AMERICAN VERTICAL
<br /> o SUBDIVISION PHASE 5A", AS RECORDED IN PLAT BOOK 078, PAGES 033 DATUM OF 1988. MEAN SEA
<br /> THROUGH 037, OF THE PUBLIC RECORDS OF PASCO COUNTY,. FLORIDA. LEVEL= 00.00 FT:
<br /> N APPARENT FLOOD HAZARD ZONE: ' COMMUNITY PANEL NO. 12101C 0452 F EFFECTIVE DATE: 9/26/14
<br /> ,+¢i Square Feet: 7762.50 t LENNAR HOMES "
<br /> m
<br /> m(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 /> L 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 /> U PIPE,LFE= LOWEST FLOOR ELEVATION,MAS.= MASONRY, OR= OFFICIAL RECORD BOOK, PB= PLAT BOOK, PCP= PERMANENT CONTROL POINT,PRM= PERMANENT
<br /> Z 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 /> 9 U P- UTILITY POLE. w - WOOD FENCE
<br /> JOHN R.BEACH Sc ASSOCIATES,INC. Drown By.
<br /> SMS
<br /> SURVEYORS AND MAPPERS
<br /> 911 WEST ST. PETERSBURG DRIVE Checked By.
<br /> n ONE
<br /> . OLDSMAR,FLORIDA 34 'RB
<br /> n WAY (813)854-1276 FAX(813) 855-8370
<br /> Scale:
<br /> 1• ILFJ�p NOT VALID WITHOUT ORIGINAL SIGNATURE Date: PLOT PLAN 4/25/19 ACS'
<br /> 7 AND THE RAISED,SEAL"OF A FLORIDA SIG D
<br /> v LICENSED SURVEYOR AND MAPPER HN R. BEA
<br /> Revisions: ORIDA REG. NO SURVEYOR No. 2984 LB 4493
<br /> un
<br /> ii P FESSIONAL SURVEYOR&MAPPER No.7123
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