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20-764
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20-764
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Last modified
2/24/2022 11:39:04 AM
Creation date
2/24/2022 11:39:03 AM
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Building Department
Company Name
DR HORTON
Building Department - Doc Type
Permit
Permit #
20-764
Building Department - Name
DR HORTON
Address
7036 STEER BLADE DR
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PLOT PLAN <br /> DESCRIPTION:(AS FURNISHED) <br /> LOT 3, BLOCK 13, SILVERADO RANCH SUBDIVISION PHASE 10A <br /> AS RECORDED IN PLAT BOOK 80, PAGE(S) 107-112, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. <br /> 401- .Q <br /> g0 \ 'Pity FO <br /> PRC + <br /> GRAPHIC SCALE <br /> 0 15 30 T3 �O>1 06,1130.67 <br /> Pc ,��� OIL <br /> 0. <br /> ON LOT CALCULATIONS 1, '� ••`'a \\♦ <br /> LOT = 11,213 SO. FT. d m ebb. \ <br /> LIVING AREA — 2,045 SQ. Fr. ,>� LOT 3 <br /> GARAGE = 454 SQ. FT. m BLOCK 13 .\\\ = <br /> ENTRY — 35 SQ. FT. 11,213 SQ. FT f 129.e9 <br /> LANAI = 221 SQ• FT. 2 DRAINAGE TYPE AA \ <br /> PATIO = 0 SQ. FT. r �J9 L k <br /> DRIVEWAY = 378 SQ. FT. 1LCR•,c(�d� <br /> A/C PAD = 12 SQ• FT. ti ��. ' 2 �g`���\�3•� �( ` <br /> WALKWAY = 45 SO' FT. 0$ o "' <br /> IMPERVIOUS = 28% 0- \ $ FY <br /> = 3190 SQ. FT. <br /> SOD = 8,023 SQ. FT. ��Z" rpo <br /> OFF LOT CALCULATIONS / <br /> RIGHT OF WAY = 3166 SO. FT. J m^` •. <br /> DRIVE APRON = 229 SO. FT. :.::rA ►�. �, <br /> PUBLIC S/W = 1000 SO. FT. 2 <br /> SOD = 1,937 SO. FT. vO� 1� !S w < .= �s• ,wry <br /> TOTALS <br /> 14,379 SO. FT. �G� <br /> AREA \eS <br /> DRIVEWAY = 607 SO. FT. <br /> SIDEWALK — 1045 SO. FT. 0� / <br /> SOD = 9,960 SO. FT. <br /> -k <br /> Curve Table \ / <br /> PREPARED FOR: Cur"IIILength Radius Delta Chord Bearing Chord .V/ <br /> �pry�p� ,�;++�1. <br /> c1 52.73' MO.00' 9'01117' N6524'12'E 52,67' 130.9 <br /> B•R'HORMNtl C2 35.OW 25.00' 8024'14' S7858'20'E 32.27' <br /> � ``� ''`�°�'` C3 31.14' 290.00' 6'09'12' S4150'49'E 31.1V <br /> BUILDING SETBACKS C4 129.94' 830.00' 1149'03' S64104'19'W 129.7i'l 130.0 <br /> FRONT: 22' C5 114.25' 630.00' 1023'25' S6321'30*W I'll 2' Line Table <br /> REAR: 13' 1 C8 1 15.69' 830.00' 125'38' I S69'I6-OrW 1 15.69' Una/ Direction Length <br /> SIDE: 5' (50' LOTS) L1 53846'13'E 35.62 <br /> 7.5' (55' & 60' WIDTH LOTS)' <br /> SIDE STREET: 15' <br /> NOTES: <br /> 1. ELEVATIONS SHOWN ARE PER LOT GRADING LEGEND: <br /> PLANS PROVIDED BY THE CLIENT. <br /> 2. ELEVATIONS ARE BASED ON NAVD 1988 <br /> DATUM. — — — BUILDING SETBACK LINE PI POINT OF INTERSECTION <br /> 3. FOR ALL LOTS WHERE SIDE—YARD —— — CENTERLINE PC POINT OF CURVATURE <br /> PT POINT OF TANGENCY <br /> SETBACKS ARE LESS THAN 7.50 FEET, A ———— RIGHT OF WAY LINE RP RADIUS POINT <br /> MINIMUM 5.00 FOOT,WADE DRAINAGE AND PRC POINT OF REVERSE CURVATURE <br /> ACCESS EASEMENT IS REQUIRED PER PASCO PROPOSED ELEVATION PCC POINT OF COMPOUND CURVATURE <br /> COUNTY LAND DEVELOPMENT CODE. TYP PROPOSED DRAINAGE FLOW CS TYPICAL <br /> CONCRETE SLAB <br /> THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES CONCRETE PER PLAT <br /> ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF (C PLAT BOOK <br /> THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND A/C AIR CONDITIONER pe PGS PAGES <br /> OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK S/W SIDEWALK SQ. FT. SQUARE FEET <br /> LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT F.E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY <br /> AND IS FOR INFORMATIONAL PURPOSES ONLY. F.I.R.M. FLOOD INSURANCE RATE MAP <br /> NAVD NORTH AMERICAN VERTICAL DATUM <br /> THIS IS NOT A SURVEY NCVD NATIONAL GEODETIC VERTICAL DATUM <br /> D&UE DRAINAGE&UTILITY EASEMENT <br /> THIS IS A PLOT PLAN ONLY PDE PRIVATE DRAINAGE EASEMENT <br /> PUE - PUBUC UTILITY EASEMENT - - <br /> FLOOD NOTE: SURVEYOR NOTES: <br /> I HAVE EXAMINED THE F.I.R.M. MAP NO. 12101CO288F. 1• THE SURVEYOR HAS NOT ABSTRACTED THE <br /> DATED SEPTEMBER 26,2014, AND FOUND THE SUBJECT PROPERTY LAND SHOWN HEREON FOR EASEMENTS, RIGHT <br /> APPEARS TO UE IN ZONE'X',AREAS DETERMINED TO BE OUTSIDE THE OF WAY, RESTRICTIONS OF RECORD WHICH <br /> 0.2%ANNUAL CHANCE FLOODPLAIN. THE SURVEYOR MAKES NO MAY AFFECT THE TITLE OR USE OF THE LAND. <br /> GUARANTEES AS TO THE ABOVE INFORMATION• PLEASE CONTACT THE <br /> LOCAL F.E,M.A. AGENT FOR VERIFICATION. 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN <br /> BEARING BASIS: <br /> LOCATED EXCEPT AS SHOWN. <br /> BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHWESTERLY LINE 3. NOT VAUD WITHOUT THE AUTHENTIC <br /> OF LOT 3,BLOCK 13 BEING N2732'09'W PER PLAT. ELECTRONIC SIGNATURE AND THE AUTHENTIC <br /> ELECTRONIC SEAL OF A FLORIDA LICENSED <br /> (FIELD DATE:) REVISED: M E FR 1 CAN SURVEYOR AND MAPPER. <br /> SCALE: 1'w 30 FEET S U RV IE-= I N G s.uew.'DigitallysignedbyJamesWeoleman <br /> f;... , DN:c=US.st=Florida,l=Orlando, <br /> $c MAPPING INC. ;? � <br /> s. 'o=AMEHICAN SUgVEYING& <br /> APPROVED BY: 1J� MAPPING,INC,rn.1—W <br /> CERTIFICATION OF AUTHORIZATION NUMBER LB18393 —+n. a Mleman, <br /> 200647 LOT 3, 3191 MAGUIRE BOULEVARD, SUITE 200 $`••••• e-11=lbdeman@as rpomte.com FOR <br /> JOB NO. BLOCK 13 ORLANDO, FLORIDA 32803 " ' Date 2030.0a7375:4P51-09'00 THE <br /> FIRM <br /> PLOT PLAN 2 OB 11 2020 JG (407) 428-7979 <br /> DRAWN BY: °� PLOT PLAN DB 18 2020 JG WWW.AMERICANSURVEYINGANDMAPPING.COM JAMES W. BOLEMAN PSM# 6485 DATE <br />
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