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20-22699
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20-22699
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Last modified
6/15/2021 1:55:21 PM
Creation date
5/20/2021 11:25:46 AM
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Building Department
Company Name
SILVERADO
Building Department - Doc Type
Permit
Permit #
20-22699
Building Department - Name
HEWITT,ANGELIQUE
Address
6994 SILVERADO RANCH BLVD
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PT LOT 12 I <br /> BLOCK 7 <br /> (REFERN RADA,iNG) a <br /> DdcAE = - 46.3 <br /> 1 Yi i:a to -- <br /> 5 -r-- - •..` <br /> 57 - v� <br /> •s''. 'o, { 12 ONE STORY .B 0`' N 2: - <br /> ' 0.7 •0' CONCRETE BLOCK y e <br /> c I° -.-•:a' di WOOD FRAME <br /> Li RESIDENCE t m n <br /> O r. <br /> FIN15H¶ONm130.66' LI W ti rr1 <br /> C �� �•. �h. •i a ti. •�k$a4n ��•k•C7���%�}ya.r� �f,A ELEVA <br /> T{ C { a h;�; �R` `•:'1�r;, t9 46.3 <br /> f'Gl(�'" �'� Y p..:' ,�,,,,'; +C'7`.�:..r. •.5t� 'ft��_]Ii.t'�.r ;•. <br /> •�. 0. •.'<Y'; ':;Y .y,7 Y+;;'i, ia'•pt i�l;i.. eNa• 57.7'_^—...- •—'"j.^0.6^il ,E,r� ` 9 x� <br /> pV a� 'n ;° „ d� ,.t :�.-21.,'t 5" DBtAE r?9 ^I ? h�C •" <br /> s Chi I 1 �~ m /290 �,� _�®✓ <br /> } 2a.r (NON-RADIAL) <br /> c > LOT 1 <br /> BLOCK 7 t' G� `' <br /> 1mI .rl. r? <br /> I <br /> Curve Table <br /> Curve t # Length Radlus Delta Chord Bearing Chard <br /> C1 62.82' 2060.00' 1'28'09" NOW53'14"W 52.62' <br /> C2 49.62' 1935.00 1'28'09" 505'53'14"E 49.62' <br /> ip <br /> I C3 508,34' 2100.00' 13'52"09" SO4'20'33'E 507.10' <br /> C4 337.72' 2100.00' 9'12'51" SO2TI0'53'E 337.35' <br /> C5 170.62- 2100.06' 439'18' SOW5WWE 170,57' <br /> PERMIT #21386 <br /> ADDRESS: <br /> 6994 SILVERADO RANCH BLVD. <br /> ZEPHYRHILLS, FLORIDA 33541 <br /> NOTES: <br /> 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD <br /> VERIFIED, INCONSISTENCIES HAVE BEEN NOTED ON THE LEGEND: <br /> SURVEY, IF ANY, ® SET,/2"IRON ROD AND CAP <br /> CENTERLINE LB #6393 <br /> 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND _— RIGHT OF WAY LINE FOUND NAIL AND DISC <br /> ON 10-11-19, UNLESS OTHERWISE SHOWN. DRAINAGE FLOW LB ff7013 <br /> 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN � EXISTING ELEVATION ® 4Q8U#6D39/2" IRON ROD AND CAP <br /> HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF A/C AIR CONDITIONER (P) PER PLAIT <br /> RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE .ti j CONCRETE PC POINT OF CURVATURE <br /> LAND. pCC POINT OF COMPOUND CURVE <br /> CBW CONCRETE BLOCK WALL PCP PERMANENT CONTROL POINT <br /> 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED. CNA CORNER NOT ACCESSIBLE PI POINT OF INTERSECTION <br /> OP CONCRETE PAD PK PARKER KALON <br /> 5. BUILDING TIES SHOWN HEREON ARE NOT TO BE USED TO CS CONCRETE SLAB POC POINT ON CURVE <br /> RECONSTRUCT THE BOUNDARY LINES. C/W CONCRETE WALK POL POINT ON LINE <br /> F.E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY PRO POINT OF REVERSE CURVATURE <br /> F.I.R,M. FLOOD INSURANCE RATE MAP PRM PERMANENT REFERENCE MONUMENT <br /> 6. ELEVATIONS.ARE BASED ON PASCO COUNTY BENCHMARK ID IDENTIFICATION PSM PROFESSIONAL SURVEYOR AND MAPPER <br /> P 678 , ELEVATION 99.82' NAVD 1988 DATUM. LB LICENSED BUSINESS PT POINT OF TANGENCY <br /> LS LICENSED SURVEYOR <br /> SQ. FT. SQUARE FEET <br /> 7. TREE$ STY•OWW�N HER ON WERE D��yyTIFIED qNpp POSITION D BY D&AE DRAINAGE&ACCESS EASEMENT S/W SIDEWALK <br /> THE CLIENT AUFTER TIE COMFLE (JN OF THE LANDSCAPING AND PDE PRIVATE DRAINAGE EASEMENT TYP TYPICAL <br /> NOT BY H S RVEYOR AT THE TIME TWAT THIS FINAL SuUUURi/EY PUE PUBLIC UTILITY EASEMENT UP UTILITY PAD <br /> WAS PERFORMED IN THE FIELD ON 10-11-19 NAVD NORM AMERICAN VERTICAL DATUM CNA CORNER NOT ACCESSIBLE <br /> FLOOD NOTE: CERTIFICATION NOTE: <br /> I HAVE EXAMINED THE F.I.R.M. MAP NO. 12101GO288F, t HEREBY CERTIFY. THAT THIS SURVEY. SUBJECT TO THE <br /> DATED SEPTEMBER 28. 2014, AND FOUND THE SUBJECT PROPERTY SURVEYOR'S NOTES CONTAINED HEREON MEET'S THE <br /> APPEARS TO LIE IN ZONE'X", AREAS DETERMINED TO BE OUTSIDE THE APPLICABLE 'MINIMUM TECHNICAL STANDARDS" SET <br /> 0.2X ANNUAL CHANCE FLOODPLAIN.THE SURVEYOR MAKES NO FORTH BY THE FLORIDA BOARD OF PROFESSIONAL <br /> GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE'CONTACT THE SURVEYORS AND MAPPERS IN CHAPTER 5J-17, FLORIDA <br /> LOCAL F.E.M.A.AGENT FOR VERIFICATION. ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, <br /> FLORIDA STATUTES. <br /> BEARING BASIS: Digitallysigned byJames W. <br /> BEARINGS SHOWN HEREON ARE BASED ON THE NORTH LINE OF LOT 11, t wxv Boteman <br /> BLOCK 7 BEING N84'S0'50'E. PER PLAT. �2wyd�4 x�� ON:rn=James W.Boleman, <br /> {FIELD DATE.)—06-17-19 REVISED: /k Y�• ��I �' 8 °"� J i6a" r;,D-American Surveying& <br /> t ax s r ,M9VPing Inc,ou=HB, <br /> `$ „ei� gem a1 J)zbleman@asmcorporate. <br /> 1 30 FEET �y MAPPING <br /> � � d..ro corn,c=US• FOR <br /> APPROVED BY: JB 8t B!�9 A P P I N G INC. .;/ Date:2020,01,151332:41•D5'00'THE <br /> iBOB20 LOT 11, CERTIFICA77ON Oi-15-20 JJF FIRM <br /> CERTIFICATION OF AUTHaR1ZA11ON NUMBER LB8393 NAMES W. BaLEMAN PSM# 6485, OATS <br /> BLOCK 7 3191 MAGUiRE BOULEVARD, SUITE 200 THIS BOUNDARY k AS-"BUILT SURVEY IS NOT VALID <br /> JOB NO. FINAL OARD 19 LAF ORLA{NDO, FLORIDA 32803 WITHOUT THE AUTHENTIC ELECTRONIC SIGNATURE AND <br /> DRAWN BY: DSO FORMBOARD 07-08-19 dWF W£WWt•AMERIGANSURVEYiNGAFSDMAPPING.GOM THE AUTHENTIC ELECTRONIC SEAL OF A.FLORIDA <br /> PLOT PLAN O1 3 2019 JL LICENSED SURVEYOR AND MAPPER. <br />
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