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230 10th Street Topo SURVEY 11.04.2017MAP SHOWING BOUNDARY SURVEY OF LOT 18 & THE EAST 21.67' OF LOT 17 BLOCK 1 AS SHOWN ON MAP OF ATLANTIC BEACH PARKWAY AS RECORDED 1N PLAT BOOK 15 PAGE 61 OF THE CURRENT PUBLIC RECORDS OF DWAL COUNTY, FCA. CERTlF7ED T0: JAMES AND SHIRLEY FRANCIS /GLENN LA?TON HOMES; LLC -DENOTES SITE BENCHMARK: FND NAIL & DISC LB 3857 IN ASPHALT PAVEMENT AT FRONT OF THIS PARCEL ELEVATION: (11.22) ELEVATIONS SHOWN HEREON REFER TO NAVD OF 1988 0.5' PLASTIC elk DRAIN OVER ��� FLOW c? TR �� O 53.33' - - - - - - -31.67 - -� FND 1/2" I.P. NO I.D. _j I N 78'28'12"E 0.21' 21.6 2.0 I� lV N I -o i ��o o xLi om Nom o 0 , 2.5 �7 Q ,2. I ox sCL - I 0 005 Z W O U x L_ �IIIIIII to I I I 3.9' 10TH STREET (40' RIGHT OF WAY) v 125.1' o a ojVa 1 I LL. 0� r r _j 1.- '0 Nom WJ Y� a� I 00O 3: I 127.7' L1 S89'56100"E 75.00' 0.5' PLASTIC DRAIN OVER FLOW W L1 j, 2.1 12.433 ___12.1 12. DRAIN I BOX 11 112.3 1 MARKED O GAS Z� W/ FLAG CNI 0 LID 12.3 _ _ _ 12.4 '/"/5 0' �L 6' C. 5.7` 12. N -i ri -0 N 14.3' Q 6.~2', 14.4' N N COVERED CONC. TWO STORY FRAME W/HARDIE LAP SIDING & STONE DECOR RESIDENCE ADDRESS No.230 F.F.E. (14.90) 11.8' o ,,,,,,,, .. ppL c L t� L 12. I 10'0'�'��� ,0jl _0 *1 UNDER 10MER00#4 FND 1/2" I.P. NO I.D. )/_ S40'31' 22"E 0.41' x 2.7 a rx-Y- I w x I II II LEAD WALK PLASTIC LL_ co 0 p, x III�III 13.39 Q TOTAL IMPERVIOUS AREA DRAIN FND 1/2" I.P. Y w I -o i ��o o xLi om Nom o 0 , 2.5 �7 Q ,2. I ox sCL - I 0 005 Z W O U x L_ �IIIIIII to I I I 3.9' 10TH STREET (40' RIGHT OF WAY) v 125.1' o a ojVa 1 I LL. 0� r r _j 1.- '0 Nom WJ Y� a� I 00O 3: I 127.7' L1 S89'56100"E 75.00' 0.5' PLASTIC DRAIN OVER FLOW W L1 j, 2.1 12.433 ___12.1 12. DRAIN I BOX 11 112.3 1 MARKED O GAS Z� W/ FLAG CNI 0 LID 12.3 _ _ _ 12.4 '/"/5 0' �L 6' C. 5.7` 12. N -i ri -0 N 14.3' Q 6.~2', 14.4' N N COVERED CONC. TWO STORY FRAME W/HARDIE LAP SIDING & STONE DECOR RESIDENCE ADDRESS No.230 F.F.E. (14.90) 11.8' o ,,,,,,,, .. ppL c L t� L 12. I 10'0'�'��� ,0jl _0 *1 UNDER 10MER00#4 FND 1/2" I.P. NO I.D. )/_ S40'31' 22"E 0.41' x 2.7 a 53_33 -_ -- -- - 85.00' 4' CHAIN LINK FENCE x S89'56'00"E 153.33' 11 L 0 T 1 5 (BEARING BASE) I BLOCK 1 DRIVEWAY IS CALCULATED AT 50% IMPERMEABLE TURF RI f7CK WAS 11SFn AR I)RIVFWAY MATERIAL . I I I I I REVISE .DWG & TABLES; W-0. #181914; 06-18-2020 (OFFICE) FINAL; W.O. #181914; 05-06-2020 (FIELD) ADD CERTIFICATIONS; W.O.#: 171914; 06-10-19 (OFFICE) FOUNDATION; W.O.# 171914; 04-08-19 (FIELD) LOT & HOUSE STAKE OUT (GOOD -SET F.F.E.); W.O.# 171164; 03-07-19 (FIELD) THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT. 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. N89"56'00'W 75.00' REFERENCE BENCHMARK: NORTH RIM OF 24" SANITARY MANHOLE LOCATED AT THE (L INTERSECTION OF PLAZA DRIVE & EAST COAST DRIVE 12'f EAST OF THE CL OF EAST COAST DRIVE ELEVATION: (10.19) ELEVATIONS SHOWN HEREON REFER TO NAVD OF 1988 L 0 T 1 BLOCK 1 2.7 .8'X.8' PLASTIC DRAIN _Y n1\AMICWWC CLMAW UVOC'nki nor oro FnIINf)ATI0N PI AN tp 00 N w L') Q CL rn O r Y O Ill v) 0 IY 0 w fr J Q U >L 0 LOT 18,P/0 LOT 17 PLAN: CUSTOM, RT 8'X.g' 12.5 L12.6 12.81 x .�.. ,,% 33.4' 13.1° 0 I 13•`1 LEAD WALK PLASTIC 12.7 12. ( 12.4 j 13.39 13.3 1' TILE WALL TOTAL IMPERVIOUS AREA DRAIN FND 1/2" I.P. b p�-12.2 �.1'Xi' I r12.8 1 d 4.2 HOT IN -GROUND NO I.D. x12.8 PLASTIC x FND 5/8" I.R. TUB POOL $ x A/C = AIR CONDITIONER S78'34'23'E DRAIN 7337 = EASEMENT O AND THAT THE SURVEY SHOWN HEREON MEETS THE MINIMUM TECHNICAL STANDARDS SET 0.22' 31 67' 12.9 12.71 21 67' rB 12.8 13.21 13.40 13.4 13. 3. s 53_33 -_ -- -- - 85.00' 4' CHAIN LINK FENCE x S89'56'00"E 153.33' 11 L 0 T 1 5 (BEARING BASE) I BLOCK 1 DRIVEWAY IS CALCULATED AT 50% IMPERMEABLE TURF RI f7CK WAS 11SFn AR I)RIVFWAY MATERIAL . I I I I I REVISE .DWG & TABLES; W-0. #181914; 06-18-2020 (OFFICE) FINAL; W.O. #181914; 05-06-2020 (FIELD) ADD CERTIFICATIONS; W.O.#: 171914; 06-10-19 (OFFICE) FOUNDATION; W.O.# 171914; 04-08-19 (FIELD) LOT & HOUSE STAKE OUT (GOOD -SET F.F.E.); W.O.# 171164; 03-07-19 (FIELD) THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT. 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. N89"56'00'W 75.00' REFERENCE BENCHMARK: NORTH RIM OF 24" SANITARY MANHOLE LOCATED AT THE (L INTERSECTION OF PLAZA DRIVE & EAST COAST DRIVE 12'f EAST OF THE CL OF EAST COAST DRIVE ELEVATION: (10.19) ELEVATIONS SHOWN HEREON REFER TO NAVD OF 1988 L 0 T 1 BLOCK 1 2.7 .8'X.8' PLASTIC DRAIN _Y n1\AMICWWC CLMAW UVOC'nki nor oro FnIINf)ATI0N PI AN tp 00 N w L') Q CL rn O r Y O Ill v) 0 IY 0 w fr J Q U >L 0 LOT 18,P/0 LOT 17 PLAN: CUSTOM, RT LOT SIZE 7,125± SQ. FT. DRIVEWAY TO R/W (434/2) 217± SQ. FT. LEAD WALK 0± SQ. FT. APPROXIMATE SIDEWALK 0± SQ. FT. RIGHT-OF-WAY LENGTH 75.00' FT. TOTAL IMPERVIOUS AREA 3,542± SQ.FT.49.7� 0 -DENOTES FND 1/2" I.P. NO I.D. UNLESS OTHERWISE NOTED ® -DENOTES CABLE RISER BOX TR -DENOTES TELECOM RISER BOX © -DENOTES 36" DRAINAGE MAN HOLE WM - DENOTES WATER METER td - DENOTES WOOD POWER POLE -oH- -DENOTES OVERHEAD POWER LINES 00.0•X- DENOTES TOPOGRAPHIC SPOT ELEVATION (GROUND SHOT) ® -DENOTES TURF BLOCK PAVERS (PERMEABLE) NOTE. SIDE/FRONT TIES ARE TO THE FOUNDATION. UNDERGROUND ENCROACHMENTS NOT LOCATED F.B. PRINT D.C. 82874-181914 DR. BY TTH MS DIR P:\2017 (81300)\GLENN LAYTON HOMES\ATLANTIC BCH PKW ORDER N0. 181914-FNL FILE 82874 THE LAND SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE "X" AS SHOWN ON FLOOD INSURANCE RATE MAP 0409J FOR DUVAL COUNTY, FLORIDA, F.I.R.M INDEX DATE 11-02-18 ALL AMERICAN SURVEYORS OF FLORIDA, INC. UND SURVEYORS - 3751 SAN JOSE PLAC& SUITE 15 - JACKSONVILLE, FLORIDA, 32257 - 904/279-0088 - LICENSED LAND BUSINESS NO. 3857 Legend - 5 F.F.E. = FINISH FLOOR ELEVATION THIS IS TO CERTIFY THAT THE ABOVE LANDS WERE SURVEYED UNDER MY RESPONSIBLE - COV. FND. = COVERED =FOUND A/C = AIR CONDITIONER SUPERVISION AND DIRECTION, THAT THERE ARE NO ENCROACHMENTS EXCEPT AS SHOWN -4 ' ESMESMT = EASEMENT IDENTIFI I.D. =CATION P.R.M. = PERMANENT REFERENCE AND THAT THE SURVEY SHOWN HEREON MEETS THE MINIMUM TECHNICAL STANDARDS SET - CONCMON. = CONCRETE = MONUMENT MONUMENT P.T. = POINT OF TANGENCY FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS PURSUANT ALL I.P. I.R. = IRON PIPE =IRON ROD P.C.P. = PERMANENT CONTROL POINT TO CHAPTER 472.027 /CHAPTER 61G17-6, FLORIDA STATUTES. AMERICAN O CH = DELTA ANGLE = CHORD P.C. - POINT OF CURVE P.R.C. = POINT OF REVERSE CURVE SURVEYORS A =ARC LENGTH P.C.C. = POINT OF COMPOUND CURVE B.R.L. BUILDING RESTRICTION SURVEY NOT VALID UNLESS EMBOSSED BY SEAL OF FLORIDA, R (C) RADIUS CALCULATED F.P.&L.= FLORIDA POWER & LIGHT (TYP.) = TYPICAL JAMES D. HARRISON, JR.. No. 2647 INC. ((D) (P) - DEED = PLAT NGVD = NATIONAL GEODETIC VERTICAL DATUM MICHAEL A. GARRETT, No. 6643 (R = RADIAL LINE NAVD - NORTH AMERICAN VERTICAL DATUM�! 1"=20' oZ0 a V R/W CENTER LINE = RIGHT-OF-WAY N.T.S. = NOT TO SCALE LB - LICENSED BUSINESS SCALE Q (A) = ACTUAL P.I. = POINT OF INTERSECTION = 7 (W) = WITNESS EOW = EDGE OF WATER TOB = TOP OF BANK DATE 11-04-17 FLORIDA _1E9&ERED SU OR AND AWPPER -8 F.B. PRINT D.C. 82874-181914 DR. BY TTH MS DIR P:\2017 (81300)\GLENN LAYTON HOMES\ATLANTIC BCH PKW ORDER N0. 181914-FNL FILE 82874