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20-213
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20-213
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Last modified
3/2/2022 9:59:01 AM
Creation date
3/2/2022 9:59:00 AM
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Building Department
Company Name
DR HORTON INC
Building Department - Doc Type
Permit
Permit #
20-213
Building Department - Name
DR HORTON INC
Address
35587 STELLA VAST DR
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PLOT PLAN <br /> DESCRIPTION:(AS FURNISHED) <br /> LOT 21, BLOCK 18, SILVERADO RANCH SUBDIVISION PHASES 7, 913, 11A AND 11B <br /> AS RECORDED IN PLAT BOOK 77, PAGE(S) 79-86, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. <br /> TRACT "A" <br /> PRIVATE DRAINAGE AREA <br /> a <br /> _ — — S89'59'20"E 50.00' _ <br /> Z <br /> ti, JS <br /> }h LOT 21 GRAPHIC SCALE <br /> BLOCK 18 I 0 15 30 <br /> N 5.750 SO. FT f N O <br /> ON LOT CALCULATIONS O O <br /> DRAINAGE TYPE B <br /> LOT = 5.750 SO. FT. I I Uri <br /> LIVING AREA = 1.672 SO. FT. I I <br /> GARAGE = 432 SQ. FT. <br /> ENTRY = 38 SQ. FT. A/ •:,.I <br /> LANAI = 96 SQ, FT. 5'7I1 coves c 26.r s.r <br /> PATIO = 0 SQ. FT. <br /> I: LANAI m I <br /> DRIVEWAY = 339 SQ. FT. I' •'�•� I <br /> A/C PAD = 12 SQ. FT. 1 12.0' <br /> WALKWAY = 28 SO. FT. <br /> IMPERVIOUS = 46X LOT 22 I 38.67' I W LOT 20 <br /> I la <br /> SOD = 3,6 <br /> 133 SO. FFTT. BLOCK 18 m I I o BLOCK 18 <br /> OFF LOT CALCULATIONS 6} I PROPOSED I In JJr <br /> RIGHT OF WAY = 855 SQ. FT. `� W I^ ARIA <br /> DRIVE APRON = 229 SO. FT. j w 4EAB- C <br /> PUBLIC S/W = 250 SO. FT. O I FINISHED FLOOR <br /> ELEVATION-136.70' I O <br /> SOD = 376 S0. FT. O <br /> TOTALS O I I <br /> AREA = 6,605 SO. FT. II O <br /> DRIVEWAY - 568 SQ. FT. 00 I 4. COVEREDTR j II P <br /> SIDEWALK = 278 SQ. FT. Z I b'.,;'.n I UUU <br /> SOD = 3,509 SO. FT. 5.Y 13.0r e., 21.3' I <br /> _ 5.r <br /> I c a I <br /> lV TA I;,•-bRIVE� <br /> �J I 10'UE ,55� <br /> ........ . ... <br /> gol <br /> Z I <br /> PREPARED FOR: /� i �GHT U WAY PI <br /> M9 PI 161.44' — — 383.56' f <br /> n•H•NOMON• �- N8959'20'W 545.00 <br /> Itl �lLdd#4�E7 (REFERENCE BEARING) <br /> STELLA VAST DRIVE <br /> TRACT W <br /> BUILDING SETBACKS 60' WIDE PRIVATE RIGHT OF WAY <br /> FRONT: 20' <br /> REAR: 15' <br /> SIDE: 5' (50' LOTS) <br /> 7.5' (55' & 60' WIDTH LOTS) <br /> SIDE STREET: 15' <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 CENTERLINE PT POINT OF TANGENCY <br /> RIGHT OF WAY LINE RP RADIUS POINT <br /> MINIMUM 5.00 FOOT WIDE 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 TYPICAL <br /> PROPOSED DRAINAGE FLOW CS CONCRETE SLAB <br /> THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES CONCRETE PER PLAT <br /> ��j CALCULATEDONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF PB PLAT BOOK <br /> THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND A/C AIR CONDITIONER PGS PAGES <br /> OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK S/W SIDEWALK SO. FT. SQUARE FEET <br /> LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT D&AE DRAINAGE&ACCESS EASEMENT 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 D&UE DRAINAGE&UTIUTY EASEMENTONAL GEODE71C AIUM <br /> PRIVATE <br /> THIS IS A PLOT PLAN ONLY PLIE PUBUC UTILITYAGE EAS MENTENT <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 20, 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 FLOOOPLAIN. 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 CENTERLINE OF STELLA A!5hA 3. NOT VALID WITHOUT THE AUTHENTIC <br /> VAST DRIVE BEING NB95W20'W PER PLAT. ELECTRONIC SIGNATURE AND THE AUTHENTIC <br /> ELECTRONIC SEAL OF A FLORIDA LICENSED <br /> REVISED: A M E FR I C A N SURVEYOR AND MAPPER. <br /> (FIELD DATE:) S U R V E Y I N G <br /> Digitally signed bylames W. <br /> SCALE 1 - 30 FEETwti m Bel man <br /> 8cM A P P I N G INC. <br /> {° °" -cn=James nteyin &M <br /> APPROVED BY: '� ,.'• o=American Surveying&Mapping, <br /> CERTIFICATION OF AUTHORIZATION NUMBER 1_90393 mc.o�Re, <br /> 180820 LOT 21, 3191 MAGUIRE BOULEVARD, SUITE 200 :•',s emaB=Jhoiema&-corporate.co FOR <br /> BLOCK 18 mte:20 THE <br /> JOB NO. ORLANDO, FLORIDA 32803 � Date:zozo.Baai toat:ac-aa,00• FIRM <br /> (407) 426-7979 DATE DRAWN BY: O58 PLOT PLAN 04-03-20 JCM �•AMERICANSURVEYINGANDMAPPING.COM JAMES W. BOLEMAN PSM# 6485 <br />
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