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2.)UNDERGRCUND INSTALLATIONS OR IMPROVEMENTS,INCLUDING BUILDING O SET 1/2"RON ROD JNO.L.B.57BS) FOUNDATIONS,HAVE NOT BEEN LOCATED,EXCEPT AS SHOWN HEREON, (D FOUND IRON ROD(SIZE AND NO.AS NOTED) 3.)THE PROFERIY SHOWN HEREON MAY BE SUBJECT TO THE RULES, REGULATIONS, O FOUND IRON PIPE(SIZE AND NO.AS NOTED) ORDINANCE AND/OR JURISDICTIONS OF LOCAL STATE AND/OR FED AGENCIES. X FOUND NAIL AND DISK(SIZE AND NO.AS NOTED) DJI. THE REQUREME?itS OF SAID RULES,REGULATION$ORbiHANCES ANOfpORTHE LIMITS �( SET DISK(i-f f4'NO.L.H.5784 UNLESS 01HERVt5E N07ID) OF SAID .tIR60:CTIDNS ARE NOT SHOWN HEREON UNLESS STATED 0 ERWISE. II FOUND CONC.MONUMENT(4'X4"UNLESS OTHERWISE NOTED) 4.)THIS SURVEY WAS PREPARED WRHOUT THE BENEFIT OF N'TIRE SEARCH AND MAY "' FOUND NAIL BE SUBIE:T TO EASEMENTS.PoGNT- WAYS AND OTHER MATtERS OF RECORD. W FOUND'X'CUT 5.)MDR IO THE CONSTRUCTION ANDBE�OR RELIANCE ON THE FLOOD ZONE NONE A SET WOODEN HUH SCALE IN FEEL BUILDING DEPARTMENT SHOULD CONTACTED FOR VERIFICATION OF FLOOD ZONE" W NOT TO SCALE 6.)PRO POSFI;HUIL.OING DIMENSIONS NOT TO BE RELIED UPON FOR-USE DURING ABBREVIATIONS I T CONSTRUCTION PHASE& 0 30 7.)ALL EASELENTS SHOWN HEREON PRE FOR DRAINAGE ANO/OR Ut1LRIES UNLESS F-FIELD SIY.=STORY PG.-PAGE FOR.-PORTION SHOWN O:?iERWfSE. P-PLATTED FL-FLOOR P.B.=PLAT BOOK PC-POINT OF CURVATURE M-NEASURED EL.=ELEVATION APP.=APPROXIMATE A.I.-POINT OF INTERSECTION B.)ANGLES, BEARINGS,AND/OR DISTANCES DEPICTED HEREON ARE DESCRIBED AND D-DESCRIBED REM-RESIDENCE N�N-NO NUMBER P.O.D.=POINT OF BEGINNING MEASURE[:UNLESS SHOwWnN OTHERWISE C=CALCULATED GAR=GARAGE W/C-WRNESS CORNER P.A.M.-PS MANENf REFERENCE MOMUMMT NO.-NUMBER COV.-COVERED C/L-CLOSURE LINE P.C.P.=PERIMWENT CONTROL POINT 9.)TN4S DRAfiWG.SKETCH.PLAT OR MAP IS NOT VALID UNLESS R BEARS THE SEC.-SECTION SLOG.-BUILDING R/P=REFERENCE POINT L.F.E.=LOWEST FLOOR ELEYATION SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, TWI''TOWNSHIP COL-COLUMN ,R =RIGHT-OF-WAY O.R.BK.=OFFICIAL RECORD BOOK AND CERP.RES TO THE DATE OF FIELD WORK AND NOT THE SIGNATURE DATE RNG.=RANGE CONC.-CONCRETE OtMETAL SHED L.S.-LAND SURVEYOR COR=CORNER C.B.CONCRETE BLOCK C/S-CONCRETE SLAB LH.-LAND SURVEYOR BUSINESS 10.)THIS SURVEY OR SKETCH DOES N07 REFLECT OR DETERMINE OWNERSHIP. BRNG.=BEARING C.L.R-CHAIN UNK FENCE C/W=CONCRETE WALK LU.B.M.-LINE USED FOR BEARING MERIDIAN 1YP.IYPIU`J. B.M.-SENCHMARK CONCRETE DRIVE P.SAL.=PROFESSIONAL SURVEYOR f f.)BEARING sIERtOwR ESTARLLSHED FROM THE WESTERLY C7':=COURT ENC.eEHCROACf4,lENT W/F=WOOD FENCE AND MAPPER ODUNWR;LINE IN REFERENCE TO DATA SHOWN IN DESCRIPTION AVE.AVENUE SORRY.-BOUNDARY S/P=SCREEN PORCH L.HS.M.=LOWEST HORIZONTAL ,AS•NORTri• OR.-ORNE WD.FM. WOOD,FRAME /C-AIR CCNOMONIKG STRUCTURAL MEMBER ST.-STREET BLVD.-BOULEVARD =CENTERUNE E.O.P.EDGE OF PAVEMENT LA.-LANE CR.=CIRCLE N.W.CDR.OF THE S.W. 1/4 OF THE S.W. 1/4 OF SEC.12 0 VACATED PORTION OF PINECRM SUBDIVISION RECORDED IN P.B.5 PG.55 OF THE PUBLIC RECA DS r^i OF PASCO COUNTY, FL (PER O.R.257, PG.499� W 25.0' S.W.CDR.OF SOUTHERLY BDRY. LI VACATED R. LINPii.AA1TED OF VACATED POR. 15.0' LF.E.(102.32) oN N �9 99 °°S89'29'45"E 133_.71' ,0,0 1 POINT•x- - - v (T.o. .37) 0 n0 20.43� El .f69.5—' _ 6 4410wO I.O 1 st AVENUE Ln No W N v N 1 E�P �9' S 20. 13.3' m o r p F-- 5'C/W 0. (J 1,,v a`6.0' c`nv SOUTH R/W LINE 9aP9 io x � C/OS. 6.0 O a v m OF 18t AVENUE Z 1 n I h 58729'45'E(D) 360.00'{D}9�. P.O.S. a ,.-.36.8' 4'X4'N/N souTH TYP. 's (NORTH} 9� IV 3 m 15.00' vS�> PORTION OF ~ W ` SEC. 12 00 F � a 0 w LO.�J LO 0 !x DESCRIPTION: 0 COMMENCING AT THE NORTHWEST CORNER OF THE S.W. 1/4 OF THE S.W. Q 'j 1/4 OF SECTION 12, TOWNSHIP 26 SOUTH, RANGE 21 EAST, PASCO Q' COUNTY, FLORIDA; THENCE SOUTH 00'00'12'VEST, ALONG THE WEST ea$ o BOUNDARY OF THE S.W. 1/4, 793.36' FEET TO THE INTERSECTION WITH THE WE EXTENSION OF THE SOUTH RIGHT—OF—WAY LINE OF 1ST AVENUE; 5e"NO. THENCE SOUTH 89'29'45"EAST, ALONG SAID EXTENSION AND SAID L25 RIGHT—OF—WAY LINE 360.00' FEET TO THE EASTERLY RIGHT—OF—WAY LINE OF 21ST STREET FOR A POINT OF BEGINNING; THENCE NORTH ALONG SAID EASTERLY RIGHT—OF—WAY LINE 50.00' FEEL'TO THE S.W. CORNER OF VACATED PORTION (PER O.R. 257, PAGE 499) OF PINECREST SUBDIVISION IN PLAT BOOK 5, PAGE 55, PUBUC RECORDS OF PASCO COUNT`(, FLORIDA; THENCE SOUTH 89'29'45'EAST, ALONG SOUTHERLY BOUNDARY OF SAID VACATED PORTION 133.71' MORE OR LESS TO THE WEST BOUNDARY OF LOT 14 OF SUMMER HILL SUBDIVISION. IN PLAT BOOK31, PAGE 38 FOR POINT 'X'; THENCE RETURN TO THE POINT OF BEGINNING; THENCE SOUTH, 15.00' FEET; THENCE SOUTH 57'16'00' EAST, 160.4-0' FEET TO THE WEST BOUNDARY OF LOTS 13 OF SUMMER HILL SUBDIVISION; THENCE NORTHERLY ALONG THE WEST BOUNDARY OF LOTS 13 AND 14 OF SAID SUBDIVISION 150.56' FEET TO AFORESAID POINT `X'. BOUNDARY SURVEY THE EXISTING RESIDENCE AND/OR THE BUILDABLE LOT AREA APPEARS TO BE IN AN 'X' FLOOD ZONE ON THE NATIONAL FLOOD MAP COMMUNTTY PANEL NO. 120235 0005 C DATED 12/17/91 THE BASE FLOOD ELEVATION IS SHOWN TO BE N/A FEET. DJL SURVEYING COMPANY INC. (L.B. 5789) PHONE: (727) 845-8084/ (727) 848-8900 FAX: (727) 80-5496 8324 CORPORATE WAY(P.O. BOX 791) NEW PORT RICHEY, FL 34556 SENT TO AND CERTIFIED FOR: DRAWN BY: CERTIFICATION NOT VALID AFTER 90 DAYS CERTIFICATION DAMD WILLIAMS D.J.T. FROM DATE OF SURVEY OR UPDATE CHECKED SY: DATE UPDATES AND OR REVISIONS i HEREBY CERTIFY THAT THISESP SURVEY COVENANT COMMUNRIF�, INC. L. WAS MADE UNDER M1'RESPONSIBLE 10339 KEY LANTERN DR. OZ 04 11 14 FORM—TIE & EL. CHARGE AND MEETS THE MINIMUM NEW PORT RICHEY, FL 10/22 14 Fl DRAINAGE TECHNICAL STANDARDS SET FORTH DATE: BY THE FLORIDA BOARD OF PROFESSIONAL 12/17/13 e$, LAND SURVEYORS IN CHAPTER 61G17-6 FLORIDA ADMINISTRATIVE CODE PURSUANT ORDER NO, 4'* TO SECTION 472.027 FLORIDA$TATUTTS. 13-428 twF No. DENNIS J LEE P.S.M. NO. 2689 CREW CHIEf:O.H. NOTES FILED: SUB—FILE 8-39456 NOT V 0 WITHOUT EMBOSSED SEAL