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2347 Fiddlers Lane final survey� UES G sOP 10.0 118 41.9' f10.0 P.C. (DIRECT) ca rn M - n: m a 00 a CV 0 0) 10.2 12.3 0 J 10.6 - r` 6' WOOD �NOCE 0_ W J J Q =- TF w QwW m4� z CD cV Fr bo woo mz 0 z im �9 9 I 10.21 > 3 w 1 l 10.5/ O S89'57'16"E " 50.00'(P) 9.2' 10.2 9.4, t') CV 191 8 0 2.7' ol C_i CO' 4.0' o'w C5 wU O N. >Z rn 10z, 4.0' m o in N 10.}f 42.1' \10.4 10., O 0 12.7 10.0 9.7A 00 79.7' TO FENCE ISLAND MAP SHOWING FINAL AS -BUILT SURVEY OF (DIVIDED ROAD AT j \` COMMUNITY ENTRANCE) LOT 54 AS SHOWN ON MAP OF ppEANFOREST DRIVE N 80C OCEANWALK UNIT ONE 4R7H E� . . (RAW VARIES) AS RECORDED IN PLAT BOOK 42 PAGES 1-1F OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLA. a fq° CERTIFIED TO: JULIE A. HAMMOND SIDE1tgLK Bpi In C a 8.3� C2 ti N u 3 Q- N 9. 2 10.3 7 v a I d -X x x 47.5' 37.2' LENGTH OF FENCE 7 \ 6I a 16.7' .o w u, azoa LOT 54 '6000 ,-97ujx 16.7' UI 5 3') Z I 13.5' w u �)NE STORY WOOD " W FRAME x I m RESIDENCE < 0 I o ADDRESS No.2347 �� W W a J FFE= (11.50) $ v a W p zo :r .8.9 > W Q cr 12.5 :' a a 0 In XX mm J W�J � J F I 39.6' 38.1' _WUUU= N -A/C PAD_ _ 00 S44'03'54"W N76'11'09"W 0 J 13.5' 00 0 0.2' S 6' WOOD �NOCE 0_ w w S89 -50'44"W 175.27'(A) 818 13.8' TO FENT E S89'57'1 5"W P.T. / / C MES ° isco- � r Q 00 ,n m 24.9' TO SIDEWALK Q DATA C2(A) o O. 00 CURVE DATA C2(P) .-. cr Q p W y �I Vo 0 0o z^ _WUUU= N -A/C PAD_ _ 00 S44'03'54"W N76'11'09"W /8 9 ( FENCE 13.5' 00 0 0.2' S 6' WOOD �NOCE Z I 0 w w S89 -50'44"W 175.27'(A) 818 13.8' TO FENT E S89'57'1 5"W J -DENOTES SANITARY MAN HOLE isco- I Q C1(A) CURVE DATA C2(A) LOT 55 CURVE DATA C2(P) © -DENOTES CABLE RISER o S45'02'44"W o -DENOTES FIBERGLASS LIGHT POLE 0 CH = 35.36' CH = 30.97' -DENOTES STREET SIGN ELEVATIONS (SHOWN HEREON R = 25.00' R = 63.95' I Ncn A = 31.28' uE -DENOTES UNDERGROUND ELECTRIC VAULT _WUUU= N -A/C PAD_ _ p X9.5 FENCE S44'03'54"W N76'11'09"W /8 9 ( FENCE 13.5' 00 0 0.2' S 6' WOOD �NOCE 0 -DENOTES FIND 1/2" I.P. 1 0.1' S S89 -50'44"W 175.27'(A) 818 13.8' TO FENT E S89'57'1 5"W 175.30'(P) -DENOTES SANITARY MAN HOLE CORNER OF LOT 54 AT I CURVE DATA C1(A) CURVE DATA C2(A) LOT 55 CURVE DATA C2(P) © -DENOTES CABLE RISER ELEVATION: (10.68) 24.1' TO SIDEWALK ao L1 N89'57'16"E 15.00'(P) L1 N89'55'09"E 14.94'(A) CURVE DATA C3(A) S76'26'43"E CH = 30.99' R = 63.95' A = 31.30' = 28'02'40" CURVE DATA C3(P) 576'56'28"E CH = 30.97' R = 63.95' A = 31.28' 28'01'36" CURVE DATA C4(A) N45'07'26"W CH = 35.33' R = 25.00' A = 39.23' /� = 89'55'04" CURVE DATA C4 (P) N45'07'26"W CH = 35.33' R = 25.00' A = 39.23' 89'54'35" F.B. SKETCH D.C. N/A DR. BY DOW DIR. r:\Zu16\nu6ou ORDER NO. 16bb4/-FNL FILE 8083C S44'03'54"W N76'11'09"W DENOTES BENCHMARK: CH = 35.81' CH = 30.70' 0 -DENOTES FIND 1/2" I.P. SET NAIL & DISK R = 25.00' R = 63.95' LB 3398 UNLESS OTHERWISE NOTED LB 3857 IN SIDEWALKi 38'f FROM A = 39.92' N.E. A = 31.00' -DENOTES SANITARY MAN HOLE CORNER OF LOT 54 AT = 91'29 04 " = 27'46 21 " © -DENOTES 12"X12" CONCRETE POWER POLE INTERSECTION OF SIDEWALKS. CURVE DATA C1(P) CURVE DATA C2(P) © -DENOTES CABLE RISER ELEVATION: (10.68) S45'02'44"W N75'56'28"W -DENOTES FIBERGLASS LIGHT POLE CH = 35.36' CH = 30.97' -DENOTES STREET SIGN ELEVATIONS (SHOWN HEREON R = 25.00' R = 63.95' REFER TO NAVD OF 1988 A = 39.27' A = 31.28' uE -DENOTES UNDERGROUND ELECTRIC VAULT = 90'00'00" = 28'01'36" EJ -DENOTES CONCRETE EJ -DENOTES ASPHALT FINAL; W.O. #165547; 8-2-18 (FIELD) -OH- -DENOTES OVERHEAD POWER LINES FOUNDATION: W.O. #160639; 01-11-18 (FIELD) LOT & HOUSE STAKE OUT (GOOD -SET F.F.E.): W.O. #'158456; 12-06-17 (FIELD) MES -DENOTES MITERED END SECTION (15" RCP) LOT & HOUSE STAKE OUT (ROUGH), TREE & TOPO W.O. #156742; 06-30-17 (FIELD) BOC -DENOTES BACK OF CURB THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT. THERE EOP-DENOTES EDGE OF PAVEMENT 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. 24.1' TO SIDEWALK ao L1 N89'57'16"E 15.00'(P) L1 N89'55'09"E 14.94'(A) CURVE DATA C3(A) S76'26'43"E CH = 30.99' R = 63.95' A = 31.30' = 28'02'40" CURVE DATA C3(P) 576'56'28"E CH = 30.97' R = 63.95' A = 31.28' 28'01'36" CURVE DATA C4(A) N45'07'26"W CH = 35.33' R = 25.00' A = 39.23' /� = 89'55'04" CURVE DATA C4 (P) N45'07'26"W CH = 35.33' R = 25.00' A = 39.23' 89'54'35" F.B. SKETCH D.C. N/A DR. BY DOW DIR. r:\Zu16\nu6ou ORDER NO. 16bb4/-FNL FILE 8083C