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PLOT PLAN - " DESCRIPTION:(AS FURNISHED) LOT 18, BLOCK 18, SILVERADO RANCH SUBDIVISION PHASES 7; 9B,"'11A.AND 11B AS RECORDED IN PLAT-BOOK 77, PAGE(S) 79-86, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. TRACT "A" a PRIVATE DRAINAGE AREA 0 _. 59'20"E' 00 _ S89' 50. . GRAPHIC SOS LOT-18 0 •15 30 BLOCK 18' . TQ 5.750 S0. FT t m " .ON LOT CALCULATIONS - •(�n D E B _ - LOT = 5,750. SQ. FT. II RAINAGE TYPE LIVING AREA = 1.828 . SQ. FT.' GARAGE = 430 `SO. FT." 5.2' .. A/C 5.2' ENTRY 16 SO. FT. 28.7' o LANAI = 88 SQ. FT. p .6 vER O PATIO.. = 0 SQ. FT. O DRIVEWAY = 360 SO. FT. 11.0' O A/C PAD = 12 ". SO. FT. m 39.67'.. SQ. FT.IMPERVIOUS US = 48% LOT 19'. 0' a LOT 17 .2762 SQ. FT. Tn' PROPOSED SOD, 2,988 SQ."FT. BLOCK" 18 CAU o BLOCK -18 OFF LOT CALCULATIONS . b6�w n FlN ED FLOOR RIGHT OF,WAY = 855 SQ. FT... ELEVATION-137.00' 'n DRIVE APRON = 230 SQ. FT. O O" PUBLIC S/W = 250 SO. FT. SOD' ..=,375 SQ. F. O TOTALS O O AREA = 6,605 SO. FT. DRIVEWAY = 590, SQ. FT.., COVRED •3• 0 ENTRY n m�.. SIDEWALK = 278 SO. FT. Z s.z' 21 3' '' 14.0' s.2' SOD 3,363 SQ: FT. :16,0 - i�eI' .:DRIVE.". p in 4 LIE .y:r FLNM ool. PREPARED FOR: Z l ,, �N7� N [Ifit-HOWIN•,M�sp PI 1 RIGHT OF WAY" PI y� 311.44'. I Z33.56' N89'59'20"W. 545.00' Y '�' '- (REFERENCE BEARING) - STELLA VAST- DRIVE BUILDING SETBACKS TRACT'G' - FRONT: 22' 60' WIDE PRIVATE RIGHT OF WAY. REAR: 13' SIDE: 5' (50' LOTS) 7.5' (55' & 60'"WIDTH LOTS) SIDE STREET: 15' NOTES: 1.. ELEVATIONS'SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE"CLIENT. LEGENDw. 2. .ELEVATIONS ARE BASED ON"NAVD 1988 DATUM. "' — 'BUILDING SETBACK UNE PI "POINT OF INTERSECTION 3._ FOR-ALL LOTS'WHERE SIDE-YARD _ _ PC POINT OF CURVATURE CENTERUNE PT POINT OF TANGENCY ' SETBACKS ARE LESS:THAN 7.50 FEET,,A - RIGHT OF WAY LINE RP RADIUS POINT MINIMUM'5.00 FOOT WIDE DRAINAGE AND PRC POINT of REVERSE CURVATURE ACCESS EASEMENT IS REQUIRED PER PASCO .- PROPOSED ELEVATION FCC POINT OF COMPOUND.CURVATURE COUNTY LAND DEVELOPMENT CODE. TYP TYPICAL m PROPOSED DRAINAGE FLOW CS CONCRETE SLAB THIS PLOT PLAN IS,INTENDED FOR•PERMITTING PURPOSES CONCRETE �� cnRcuuTED. ONLY. THIS'IS NOT INTENDED.FOR THE CONSTRUCTION OF A/c AIR CONDITIONER PB PLAT BOOK THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND PGS, PAGES OPTION LIST FOR,CONSTRUCTION. ALL BUILDING SET BACK S/W SIDEWALK SO. FT., SQUARE FEET LJNES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT' D&AE DRAINAGE&ACCESS EASEMENT F.EM.A. FEDERAL EMERGENCY MANAGEMENT AGENCY AND IS FOR INFORMATIONAL PURPOSES ONLY. F.I.R.M. FLOOD INSURANCE RATE MAP _ NAVD _ NORTH AMERICAN VERTICAL DATUM THIS IS NOT A SURVEY NGVD NATIONAL GEODETIC VERTICAL DATUM " _ - D&UE DRAINAGE&UTIUTY,EASEMENT THIS IS A PLOT PLAN ONLY PDE PRIVATE ITY EDRAINA EASEMENT FLOOD NOTE: SURVEYOR NOTES: I HAVE EXAMINED THE F.I.R.M.'MAP NO. 12101CO2B8F." - 1. THE SURVEYOR HAS NOT ABSTRACTED.'THE' 'THE'"- DATED SEPTEMBER 26. 2014. AND FOUND THE.SUBJECT PROPERTY LAND SHOWN HEREON FOR EASEMENTS. RIGHT APPEARS-TO LIE IN ZONE-X',.AREAS DETERMINED TO BE OUTSIDE THE OF WAY. RESTRICTIONS'OF RECORD WHICH 0.2%ANNUAL'CHANCE FLOODPLAIN.THE SURVEYOR MAKES NO - MAY"AFFECT THE TITLE,.OR USE•OF THE LAND. GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE " LOCAL F.EM.A.AGENT FOR VERIFICATION. 2., NO UNDERGROUND IMPROVEMENTS HAVE.BEEN LOCATED EXCEPT AS SHOWN.. BEARING BASIS: BEARINGS SHOWN HEREON ARE BASED ON THE CENTERUNE OF SIELLA - 3. NOT VALID WITHOUT THE AUTHENTIC' VAST DRIVE BEING N09T59'20-W. PER PUT.' ELECTRONIC SIGNATURE-AND THE AUTHENTIC ELECTRONIC SEAL.OF A FLORIDA"LICENSED REVISED: AMERICAN SURVEYOR AND-MAPPER. (FIELD DATE:)=-30 FEET S U"F4z EY 1 N G k,Do Y mes Igitallysignedb Ja W SCALE: ,y�;::.'14 leman 8e MAPPING INC. °" N:cn=James W.Boleman„ APPROVED BY: - 'o=American Surveying&' '� Mapping,Inc,ou=HB, . 180820 LOT 18. CERTIFICATION OF AUTHORIZATION-NUMBER LB#6393 �°' r"":.emall=kiolemanoasmcorpate.co FOA5M BLOCK 18 3191 MAGUIRE BOULEVARD, SUITE 200 alp;•••"+ n,c=us-7 THE. JOB No. ORLANDO, FLORIDA 32803 ¢' r ;+ ' Date:2020.07270957:57-OS'o0'FIRM DRAWN BY. ose (407) 426-7979 DATE PLOT PLAN-0621/2020 dGWWW.AMERICANSURVEYINGANDMAPPING.COM •'DAMES W. BOLEMAN PSM 5485 � .# ..