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20-1061
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20-1061
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Last modified
5/26/2022 2:58:52 PM
Creation date
5/26/2022 2:58:50 PM
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Building Department
Company Name
DR HORTON
Building Department - Doc Type
Permit
Permit #
20-1061
Building Department - Name
DR HORTON
Address
35841 IRON REDDING CT
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PLOT PLAN <br /> DESCRIPTION:(AS FURNISHED) <br /> LOT 10, 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 /> ON LOT CALCULATIONS <br /> LOT = 11.008 SQ. FT. <br /> LIVING AREA = 2.372 SQ. FT. <br /> GARAGE = 538 SQ. FT. <br /> ENTRY = 50 SO. FT. <br /> LANAI = 207 SQ. FT. <br /> PATIO = 0 SQ. FT. \ <br /> DRIVEWAY = 570 SQ. FT. \ <br /> A/C PAD m 12 SQ. FT. 128 D <br /> WALKWAY = 26 SQ. FT. <br /> IMPERVIOUS m 3775 SQ. FT. �1 v <br /> SOD = 7,233 SO. FT. <br /> OFF LOT CALCULATIONS <br /> RIGHT OF WAY = 332 SQ. FT. <br /> DRIVE APRON = 68 SQ. FT. /7 1" = 30' <br /> /� SCALE <br /> PUBLIC S/W = 202 SO. FT. �GRAPHIC <br /> � 1-1 <br /> SOD = 62 SO. FT. \ 0 15 30 <br /> TOTALS <br /> 125.5 <br /> AREA 11,340 SQ. FT. .�� ^� �� � 3, \ 1, <br /> DRIVEWAY = 638 SO. FT. o <br /> SIDEWALK = 228 SO. FT. <br /> SOD = 7,295 SQ. FT. <br /> q., / 9 17- <br /> 2��1y�/ <br /> p s ' <br /> 40. <br /> ( C a��a <br /> 1 <br /> LOT10 <br /> I r <br /> BLOCK 13 Ln <br /> � a <br /> 11,008 SO.FT f <br /> �/Q° �� J DRAINAGE TYPE B <br /> �R A <br /> �1 --------- --- ---- <br /> 130.4 � 10'POE <br /> \rRF'�h°ART i// PROPOSED INLETS86'41'19"W ,?� 114.87' <br /> Se�ct� 0 qy NOT FIELD LOCATED ��? (NON—RADIAL) o <br /> »4,y�5`Qiyy9Riy� .'b /RP ? LOT 9 <br /> ,�srr✓\� �' / BLOCK 13 I <br /> PI <br /> Una Table <br /> PREPARED FOR: Line III Direction Length <br /> Lt. S5122'09'E 2,129' <br /> D'I -HOMN. + L2 S4144'OD'E 23.22' <br /> axD'-tt3f'a .�+"' ddt� L3 S3053'01'E 27.4r <br /> BUILDING SETBACKS L4 S2526'25'E 40.03' <br /> FRONT: 20' L5 I S0355'33E 34,46' <br /> REAR: 15' <br /> SIDE: 5' (50' LOTS) Curve Table <br /> 7.5' (55' & 60' WIDTH LOTS) Curve p Length Radlue Delta Chord Bearing Chord <br /> SIDE STREET: 15' <br /> C1 42.39'1 S5.00' 44909'47' N2523'34'W 41.35' <br /> NOTES:. <br /> 1. ELEVATIONS SHOWN ARE PER LOT GRADING <br /> PLANS PROVIDED BY THE CLIENT. LEGEND: <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 _ PC POINT OF CURVATURE <br /> SETBACKS ARE LESS THAN 7.50 FEET, A CENTERUNE PT PONT OF TANGENCY <br /> MINIMUM 5.00 FOOT WIDE DRAINAGE AND ——— — RIGHT OF WAY LINE RP RADIUS POINT <br /> PRC POINT OF REVERSE CURVATURE <br /> ACCESS EASEMENT IS REQUIRED PER PASCO XX•XX PROPOSED ELEVATION <br /> PCC POINT OF COMPOUND CURVATURE <br /> COUNTY LAND DEVELOPMENT CODE. PROPOSED DRAINAGE FLOW 1CYSP CONCRETE SLAB <br /> THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES CONCRETE �C, PER PLAT <br /> ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF CALCULATED <br /> THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND A/c AIR CONDITIONER PB PLAT BOOK <br /> OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK S/W SIDEWALK SO. PAGES <br /> 0. 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 DG&UE DRAINAGE&UTILITY EASEMENTEADATUM <br /> THIS IS A PLOT PLAN ONLY POE PRIVATE DRAINAGE EASEMENT <br /> PILE PUBLIC UTILITY EASEMENT <br /> FLOOD NOTE: SURVEYOR NOTES: <br /> I HAVE EXAMINED THE F.I.R.M. MAP NO. 12101CO2BBF, 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 /> 0.27E 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 /> LOCATED EXCEPT AS SHOWN. <br /> BEARING BASIS: <br /> BEARINGS SHOWN HEREON ARE BASED ON THE CENTERUNE OF IRON 3. NOT VALID WITHOUT THE AUTHENTIC <br /> REDDING COURT BEING NSSM4'04'W, PER PLAT. _ ELECTRONIC SIGNATURE AND THE AUTHENTIC <br /> A M E F?1 CA N ELECTRONIC SEAL OF A FLORIDA LICENSED <br /> REVISED: SURVEYOR AND MAPPER. <br /> (FIELD OAT;:)- 30 FEET S U F?VEYI N G ao Digitally signed byJamesW <br /> a ttlW <br /> Boleman <br /> SALE: 8c M A P P I N G INC- +r -MERI A=Florida 1=0rlando, <br /> ���^".�."E �o=AMERICAN SURVEYING& <br /> APPROVED BY: `re �'.V�I-S°''"' _MAPPING,INC,—James W <br /> CERTIFICATION OF AUTHORIZATION NUMBER LB/5393 c' BOlemafy, <br /> 200847 LOT 10, FOR <br /> 3191 MAGUIRE BOULEVARD, SUITE 200 ^ay ••email=jboleman@asmmrpomtero <br /> JOB NO. BLOCK 13 ORLANDO. FLORIDA 32803 m FIRM <br /> PLOT PLAN 2 OB 11 2020 JG (407) 426-7979 naeo-�mnnanx-anan-nano <br /> DRAWN BY: DSB WWW.AMERICANSURVEYINGANDMAPPING.COM JAMES W. BOLEMAN PSM 6485 DATE <br /> PLOT PLAN OB-29-2020 JSO <br />
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