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380 12TH ST - FINAL SURVEYMAP SHOWING FINAL AS -BUILT SURVEY OF LOT 01 EXCEPT THAT PART THEREOF DESCRIBED IN DEED RECORDED IN VOLUME 119, PAGE 344, OFFICIAL RECORDS OF DUVAL COUNTY, FLORIDA, IN BLOCK 2, SELVA MARINA, UNIT N0, 1, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 23, PAGE 4 OF THE CURRENT PUBLIC RECORD OF DUVAL COUNTY, FLORIDA CERTIFIED TO: PETER POLLAK AND AMY POLLAK HANCOCK WHITNEY BANK LANDMARK TITLE COMPANY Ll N06'18'00"W 49.03' FIDELITY NATIONAL TITLE L2 N72'04'00"E 23.36' EOP e 1N�El 5e L3 N83'42'00"E 5.00'(D) CSR 7 �,� 6q1 1 17.9 L4 S83'42'00"W 25.00' 5� ,a-7; L5 S0618'00"E 20.00' S f7. 2 CURVE DATA Cl f7. e No;3o35'w N3253'02"E CH = 126.37' GPS h 4 LZ R = 100.00' eP�� Ao7.e 9�✓ A = 136.79' ° A = 78'22'09" A� _, 8.1 NOTE: - ` y>Q `7.8 rn SIDE/FRONT TIES ARE TO THE FOUNDATION. Olt 'v O DRAINAGE .p 4)SWALE 14.2' _ // / / Ln �pQ `8.0 I CO `° 4.0' o 18.4 Ej a - - TOS, 7.61 �p / � N < m cdLn N n 4 �1 rn o o v -4 CP, o O H % �. 2 / �, Il � r a^ Je.e ?8 / 4 2. 1,, � r 0 Os /mss c) X9.5 / \ 11 w n� 9.51 �. o- / Q3 ) WM 2 5.7'0 00 p. 1 / sLa lb.9. 02 �0 G� 5� a ✓�� 1 0� C-j�� ems. lb 1 \ ao W 00 Tzt\ I o F,yT���O PQ ��� �, o PSP s � \ 0 1 � ii���^`1 ry \�� z ll " a MAR 16 2020 V) >> �-- y➢ 1 w o �? Q J ® ,g 5'a 9.20 1 2 �9. 2R ^` sI I mogl p ¢ .71 s' ^ - 1'X1' YARD (� \ °J A Z F o ao OA DRAIN CT I I P C I ELEV=8_50 C �^ YARD 1 •1 8. DRAIN I 9.71 E�EV=8.0) I I (SITE PLAN) PART OF Ii// L 0 T 8 I 6" YARD // FND 1" I.P. B 7 0 B L O C K 2 1 ELEDRINVA8.57 /// N72'300 5' IN 1.0 3 5 2. // 0.38' �0--9 7.1 // 1'X1' YARD I �// 8. 0.2' 0.3(8.4)LJ I .n0 DRAIN I 1.3' (8.7) L4 ELEV=8.99 f �o 5_- iI D .. 2.5 /^//� L O T 3 2 J rrn A/C PAD I o r B L O C K 1 4 S ' o WIDEOWING I0'�i8/m$od ATLANTIC BPA GE CH 69 8 TR 4 6• WALL _ - 1,3' PLAT BOOK 5, _ 4 5 7.5' B.R.L. 9. 8. Go 0 12 \ _ - 9.5 0 L O/L 00 9. 9'� 100.00 8 -DENOTES SANITARY CLEAN OUT TR 9_0 69.7' I.p. TO FENCE -4 ID WALK 6 YARD 13 , 583'42' seW DRAIN 1.9' FND 1/2" I.P. v L 00 n ELEV=9.25 6' WOOD FENCE �S -DENOTES 36" SANITARY MAN HOLE 9.01 NO I.D.BEAI (RING BASE) i ©-DENOTES 16" GAS FILLER LID N00'00'00"E L 0 T 9 `-al -DENOTES WOOD POWER POLE 0.19' BLOCK 2 -OH- -DENOTES OVERHEAD POWER LINES QQ -DENOTES SET DISK [WMI -DENOTES WATER METER LB 3857 UNLESS OTHERWISE NOTED TR -DENOTES TELECOM RISER 00.00 -" -DEfsIOTES TOPOGRAPHIC SPOT ELEVATION (HARD SHOT) 0 -DENOTES FND 1/2" I.P. -DENOTES APPROXIMATE TOP OF BANK (TOB) 00.0-DEIJOTES TOPOGRAPHIC SPOT ELEVATION (GROUND SHOT LB 3857 ®-DENOTES CERAMIC TILE UNLESS OTHERWISE NOTED 00.0 -DENOTES POST -CONSTRUCTION ELEVATIONS -DENOTES BENCHMARK: 0 -DENOTES CONCRETE (00.0) -DENOTES PRE -CONSTRUCTION ELEVATIONS FND PK NAIL &DISK, B 3PK ®-DENOTES BRICK PAVERS L FINAL; W.O. #180159; 02-21-2020 (FIELD) L 3 " PECAN TREE TOS -DENOTES TOE OF SLOPE FOUNDATION, F.F.1=•; W.O.# 172431; 05-01-19 (FIELD) EOP-DENOTES EDGE OF PAVEMENT LOT & HOUSE S--0(GOOD SET F.F.E.) W.O.#171195: 03-12-19 (FIELD) ELEVATION: (11.00) DENOTES 6" DRAINAGE PIPE DENOTES DIRECTION OF FLOW THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT. ELEVATIONS SHOWN HEREON THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. REFER TO NAVD OF 1988 UNDERGROUND ENCROACHMENTS NOT LOCATED THE LAND SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE "X" AS SHOWN ON FLOOD INSURANCE RATE MAP 0409 J FOR DUVAL COUNTY, FLORIDA, F.I.R.M INDEX DATE 11-02-18 .ALL AMERICAN SURVEYORS OF FLORIDA, INC. LAND SURVEYORS - 3751 SAN JOSE PLACE, SUITE 15 - JACKSONVILLE, FLORIDA, 32257 - 904/279-0088 - LICENSED LAND BUSINESS NO. 3857 Legend F,F.E. = FINISH FLOOR ELEVATION THIS IS TO CERTIFY THAT THE ABOVE LANDS WERE SURVEYED UNDER MY RESPONSIBLE 5 COV. COVi=RED A/C = AIR CONDITIONER FND. = EASEM I.D. = IDENTIFICATION SUPERVISION AND DIRECTION, THAT THERE ARE NO ENCROACHMENTS EXCEPT AS SHOWN -4 CONC CONIC ETE P, R.M. = PERMANENT REFERENCE GONG = MONGRETE MONUMENT AND THAT THE SURVEY SHOWN HEREON MEETS THE MINIMUM TECHNICAL STANDARDS - MON. = MONUMENT P.T. = POINT OF TANGENCY SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS tROA� PIPE P.C.P.= PERMANENT CONTROL POINT _ ALL LR. IROD RooALL TO CHAPTER 472.027 / CHAPTER 61G17-6, \FLORIDA STATUTES. � = DEL1�A ANGLE P.C. = POINT OF CURVE CH = CH07D P.R.C. = POINT OF REVERSE CURVE AMERICAN A = ARC LENGTH P.C.C. POINT OF COMPOUND CURVE - R = RADIUS B.R.L. = BUILDING RESTRICTION SURVEY NOT VALID UNLESSEMBOSSED - BY SEAL SURVEYORS (C) CALCULATED (TYP.) = FLORIDA POWER k LIGHT JAMES D. HARRISON. JR., No. 2647 OF FLORIDA, (0) DEED NOVO = TYPICAL INC. PIAI NOVO = NATIONAL GEODETIC VERTICAL DATUM MICHAEL A:-- CARRETT, No. 6643 1.• R = RADI4L LINE NAVD =NORTH AMERICAN VERTICAL DATUM Ft CEN"ER LINE N.T.S. = NOT TO SCALE SCALE 1 -20 OF -WAY R/W = RIGHT - LB = LICENSED BUSINESS - IA) - ACTLiAL P.I. = POINT OF INTERSECTION (W) = WITNESS TOW = EDGE OF WATER / I G� _ 9 TOB =TOP of BANK DATE 11-19-2018 If'.'�• FLOR A GISTERED S VEYOR MAPPER - B F.B. PRINT D.C. 85174-180159 DR. BY MS DIR. P:\2018 (83200)\J A LONG DESIGN BUILDERS\SELVA MARINA ORDER NO. 180159-FNL FlLE 85174