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E <br />S <br />SCALE 1 ":30' <br />North per Plat <br />L e g d.- <br />AIC <br />- AIR CONDITIONER <br />WPP <br />- WOOD POWER POLE <br />CALC <br />- CALCULATED <br />C&M <br />- CALCULATED & MEASURED <br />Z <br />- CENTRAL ANGLE <br />CBW <br />- CONCRETE BLOCK WALL <br />CLE <br />- CHAIN LINK FENCE <br />CENTERLINE <br />C. M. <br />- CONCRETE MONUMENT <br />CMP <br />- CORRUGATED METAL PIPE <br />CONC <br />- CONCRETE <br />COVD <br />COVERED <br />CID <br />- CONCRETE PAD <br />CW <br />- CONCRETE WALKWAY <br />D&M <br />- DEED/DESC & MEASURED <br />DE <br />- DRAINAGE EASEMENT <br />DESC <br />- DESCRIPTION <br />DW <br />- DRIVEWAY <br />EB <br />- ELECTRICAL BOX <br />ESMT <br />EASEMENT <br />E/P <br />- EDGE OF PAVEMENT <br />FIRM <br />- FLOOD INSURANCE <br />RATE MAP <br />F. F. E. <br />- FINISHED FLOOR ELEVATION <br />T. B. M. <br />TEMPORARY BENCHMARK <br />END <br />- FOUND <br />I. P. <br />- IRON PIPE <br />I. R. <br />- IRON ROD <br />L <br />- ARC LENGTH <br />- LIGHT POLE <br />LSA <br />- LANDSCAPED AREA <br />MEAS <br />MEASURED <br />ID. - <br />IDENTIFICATION <br />I. R. C. <br />- IRON ROD AND CAP <br />N&D <br />- NAIL & DISK <br />NGVD <br />- NATIONAL GEODETIC <br />"-FN D %2" <br />VERTICAL DATUM <br />I. P. <br />NTS - <br />NOT To SCALE <br />U <br />OHE <br />- OVERHEAD ELECTRIC <br />. N 0 I D . <br />OL <br />ON LINE <br />O.R.B. <br />- OFFICIAL RECORDS BOOK <br />Oo <br />PC <br />POINT OF CURVATURE <br />O <br />PG <br />PAGE <br />PI <br />POINT OF INTERSECTION <br />FIND z <br />0 <br />%2" I.P. NO ID.Ln <br />.� <br />T.B.M. # 2 <br />ELEV.=91.62' <br />1.00'(OF <br />2.26'(OF ) <br />5' WD.FC. <br />4.42' (OFF <br />PARCEL ID: 12-26-21-0000-05200-0040 <br />N89 056'531 169.43)(M) <br />N89 056'53'E 169.48'(P) <br />6' C L. F. <br />�10, U.E. <br />00 <br />N <br />LOT-7 <br />Ln <br />70 <br />5' C. L. F. ^� �' C, � <br />LOT-6 �, Cod , IVC <br />CN 19 <br />1_3o <br />CURVE 'C-2' o o RF S <br />Tangent: 10.87 (C) o oo 0 10.9 8' <br />Chord: 21.3 5' (P) z z F 96p <br />Course: S 74°26' 10" W(P) �o �9 92 r <br />Arc Length: 21.48' ( P ) 26 7O �0 1 00 <br />Radius: 55.90'(P) Lj_j C� <br />Delta: 22°0017" (C) � <br />7.69 (OF) v w <br />oCP <br />N89 °57'43"E 64.27 M) 9.61'(OFF <br />( / o <br />N89 °59'30"E 64.41 ' P 5 C.L. F <br />() C2 <br />P. C. ISE <br />0 <br />SET 1 /2"I.R. ° <br />LB # 7615 <br />D � <br />a <br />EDGE OF P <br />A V EMEN T <br />P&M PLAT & MEASURED Z�t - <br />P.O.B. <br />- POINT OF BEGINNING <br />j� <br />KENNEDY AVE <br />P.O.C. <br />POINT OF COMMENCEMENT <br />O <br />O <br />WPP <br />- WOOD POWER POLE <br />50' RAW (PER PLAT <br />PT - <br />POINT OF TANGENCY <br />�- <br />PVC <br />- PLASTIC PIPE <br />o <br />o <br />ASPHALT PAVEMENT <br />R CURVE RADIUS o <br />R/W OR R.O.W. - RIGHT OF WAY Z <br />TV - CABLE TV RISER <br />TYP - TYPICAL <br />U.E. - UTILITY EASEMENT <br />UNTO - UNDERGROUND TELEPHONE <br />W WATER LINE <br />WATER METER <br />►f - WATER VALVE <br /># - NUMBER <br />R - EASEMENT NUMBER <br />P PLAT <br />D - DEED <br />F - FIELD <br />C&G - CURB AND GUTTER <br />NAVD - NORTH AMERICAN VERTICAL DATUM <br />M - MEASURE <br />N89059'30"E 89.41 '(C) <br />N89 °58'00 "E 89.6 7'(M) <br />LOT-58 <br />SURVEY NOTES: <br />- THERE ARE FENCES ALONG <br />THE NORTHERLY AND <br />SOUTHEASTERLY BOUNDARY <br />LINES. <br />- THERE ARE NO OTHER <br />SIGNIFICANT OBSERVATIONS. <br />7 <br />p vq0 <br />\0� <br />SITE PLAN FOR: <br />CALIFORNIA LAW GROUP LLC TRUSTEE <br />I,--, <br />00 <br />6' C.L.F. RISE <br />. 6), , <br />\ rO <br />�v <br />LOT-8 <br />X <br />D� <br />'C- <br />CURVE l' <br />Tangent: 25.09' (C) <br />Tangent:25.09' (M) <br />Chord: 45.78' (P) <br />WATER <br />METER o SET 1 /2"I.R. <br />Chord: 45.78' (M) <br />RISE LB # 7615 <br />Course: S 70°23'04" E(P) <br />WPP <br />Course: S 70°23'07" E(M) <br />\ rO <br />�,J <br />Arc Length: 47.16 (P) <br />Arc Length: 47.16'(M) <br />Radius: 55.90'(P) <br />Radius: 5 5.90' (M) <br />Delta: 48°20'33" (C) <br />I <br />Delta: 48 20 33 (M) <br />FIN D P. C. P. �--- <br />4 x 4 C. M. 11__1 <br />E--- <br />LB #827 U-J <br />T.B.M.# 1 R/ <br />1: <br />w <br />w <br />ELEV.=88.13' <br />V J <br />cl, <br />(V <br />W <br />Qr4 <br />�z <br />- <br />5' C. L. F. <br />RESIDENCE REMODELING <br />39601 KENNEDY AVE <br />ZEPHYRHILLS, FL 33542 <br />N <br />FND P.R.M. <br />,�= <br />°�w� <br />4x4 C.M. <br />_2, e <br />1_13#827 <br />Q W O <br />�- U� <br />_ <br />0 <br />Uz <br />< W ; <br />z <br />cd <br />oWz OZ <br />_0 <br />0 <br />� <br />Q C7 go; III <br />ww�� <br />O <br />0 <br />CL <br />ID <br />o <br />U) <br />�J <br />occ - <br />� C7 <br />ZUww <br />- - <br />U o p w <br />U <br />W U <br />Legal Description: <br />CID W <br />g W z :OE <br />:-7 <br />0 <br />=�}LL <br />Lot 7, LINCOLN HEIGHTS SUBDIVISION, according to the <br />LL o z Z - <br />map or Plat thereof as recorded in Plat Book 13, Pages <br />U M a. 2 <br />o <br />113-114, Public Records of Pasco County, Florida. <br />_ Cr <br />< a_ <br />z <br />�w>-U)-0ZU) <br />r� <br />19"O <br />Surveyor's Notes: W <br />1. AMLe al Description provided by others �o <br />2. The lands shown hereon were not abstracted for easements or 0 =� � �-•+ <br />other recorded encumbrances not shown on the Plat. a" <br />c 4> <br />3. Underground portions of footings, foundations or other improvements w 0 <br />were not located. �i� •r-+ <br />4. Wall ties are to the face of the wall and are not to be used to ("co @ � <br />reconstruct boundary lines. U R U.s�4.0 <br />w <br />5. Only visible encroachments located. � 2 <br />6. No identification found on property corners unless otherwise shown. w z~ � <br />7. Dimensions shown are Plat and Measured unless otherwise shown. A T <br />8. Fence ownership not determined. <br />9. This survey depicted here forms a closed geometric figure. w V <br />10. No underground improvements or visible installations have been <br />located other than shown. <br />bJ <br />11. This survey is prepared for the exclusive use and benefit of the <br />parties listed hereon liability to third parties may not be transferred <br />or assigned. <br />12. This drawing may not be scaled due to electronic transfer. W <br />13. This survey does not reflect or determine ownership. Lij <br />14. Fence corners and building corners are witness monuments to � <br />obstructed corners, dimensions are as shown. U) <br />15. Subject to any dedication, limitations, restrictions, reservations, D <br />and/or easement of record no examination of Title made by 0_00 <br />Surveyor, I1NN__ <br />16, This Survey is not an ALTA/ACSM Land Title Survey, U <br />17. This Survey was prepared without the benefit of a commitment for <br />Title Insurance. LU <br />18. The flood data provided is for informational purposes only. The D CO <br />QM <br />Surveyor mares no guarantees as to the accuracy of the >-U_ <br />Information provided. The local E.E.M.A. Agency should be contacted O 0 - <br />for verification. ZJ Z <br />19. Elevations shown hereron are based on the Benchmark COLLINS, with UjE <br />Elevation 82.18 (NA&diB ied t0/for the exclusive use of.- 3: 2 <br />California Law Group LLC Q C) a <br />J cfl W <br />Q `Y' N Cn <br />R/ <br />Q <br />BCBIS of Beango Olf <br />1.Bearing shown hereon are based on NORTH THIS SURVEY MEETS THE "STANDARDS DE O <br />property line Of Lot 7, being N8'56 53 E, per Plat. PRACTICE" AS REQUIRED BY CHAPTER 5J- 1 7, Lj_ <br />BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS, <br />PURSUANT TO SECTION 472.027 OF THE FLORIDA STATUTB. <br />U <br />Blood Insurance Rate Map <br />Community Dumber: 120235 Panel: 0456 <br />Suffix n' Flood Insurance Rate Map <br />Dated September 26, 2017 Flood Zone: X " <br />H <br />E <br />T <br />N <br />0 <br />SITE <br />Map ID: 12 7 01 CO456F <br />