Loading...
102 Aquatic Drive SURVEY 08.22.2017`-POINT OF REFERENCE THE SOUTHWEST CORNER OF ROYAL PALMS ACRES PLAT BOOK 34, PAGE 92 0 v� Z TRACT 1, AQUATIC GARDENS a, o PLAT BOOK 38, PAGE 71 REAL ESTATE NO. 171818-5010 �' cn OFFICIAL RECORDS VOLUME 9268, PAGE 2239 N D 0o r cn Tit N� W PAVE ENT � g�RQ „ 119.67 RE# 177411 -0000 S82°4.8'58 W FOUND X" CUT PAVEMENT IN CONCRETE O.R.V. 6953, PAGE 1073 CONCRETE S'"ALK '"R0 v v wM❑ 4.4 POINT OF BEGINNING ® MWo 2. • a SIX,p " 1.9' FOUND 1/2" IRON< TYPIM WOW DECKb -, PIPE, LB3672 wrrNAlc UNITS , : wwv0 tJ < a, SDG m TIE • : � �C 1 FOUND 1/2' IRON - 52.7' PIPE, LB3672 N ,� M x I o.9• 4' METAL Cov A x LF > lnl & ' -04 LINK INKENCE RYFRMm x TTOOME S LOWNH1 " 16p x 4.5TIE X -lx z` Z°0 c < 4.5' o < r, 56.6' 0 00 T� O, O CO o CCB CONC DRI OE 4"-;E AL FENCE < \ N _ RAMP BRICK COL 4' CCB 80 I _ RETENTION POND I 0 �"' M TOP 70 RE# 1 7741 1-0200 z x �"" SPP �'• O.R.V. 13659, PAGE 2484 -M MAP SHOWING BOUNDARY SURVEY OF.- (LEGAL F:(LEGAL DESCRIPTION AS FURNISHED) THAT CERTAIN PIECE, PARCEL OR TRACT OF LAND, SITUATE, LYING AND BEING A PART OF THE CASTRO Y. FERRER GRANT, SECTION 38, TOWNSHIP 2 SOUTH, RANGE 29 EAST, DUVAL COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE, COMMENCE AT THE SOUTHWEST CORNER OF THOSE CERTAIN LANDS AS SHOWN ON PLAT OF ROYAL PALMS ACRES, AS RECORDED IN PLAT BOOK 34, PAGE 92 OF THE CURRENT PUBLIC RECORDS OF SAID COUNTY; THENCE SOUTH 07'16'02" EAST, ALONG THE WEST LINE OF THOSE CERTAIN LANDS AS RECORDED IN OFFICIAL RECORDS VOLUME 3248, PAGE 509 OF THE CURRENT PUBLIC RECORDS OF SAID COUNTY, A DISTANCE OF 285.23 FEET TO THE SOUTHWEST CORNER THEREOF AND THE POINT OF BEGINNING; THENCE CONTINUE SOUTH 07' 16'02" EAST, ALONG THE WEST LINE OF THOSE LANDS AS RECORDED IN 2479, PAGE 717 OF SAID PUBLIC RECORDS, A DISTANCE OF 525.89 FEET TO AND INTERSECTION WITH THE NORTH RIGHT-OF-WAY LINE OF ATLANTIC BOULEVARD (A100 FOOT RIGHT-OF-WAY AS NOW ESTABLISHED); THENCE NORTH 89'20' 18" EAST, ALONG SAID NORTH RIGHT-OF-WAY OF ATLANTIC BOULEVARD, A DISTANCE OF 152.90 FEET TO AN INTERSECTION WITH THE WEST RIGHT-OF-WAY LINE OF AQUATIC DRIVE (A 60 FOOT RIGHT-OF-WAY AS NOW ESTABLISHED); THENCE NORTH 07'31'35" WEST, ALONG SAID WEST RIGHT-OF-WAY LINE OF AQUATIC DRIVE, A DISTANCE OF 132.45 FEET TO AN ANGLE POINT IN SAID WEST RIGHT-OF-WAY LINE; THENCE CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE OF AQUATIC DRIVE NORTH 11'40'04" WEST, A DISTANCE OF 412.07 FEET TO AN INTERSECTION WITH THE SOUTH LINE OF THOSE LANDS AS RECORDED IN OFFICIAL RECORDS VOLUME 32480 PAGE 509; THENCE SOUTH 82'48'58" WEST, ALONG SAID SOUTH LINE, A DISTANCE OF 119.67 FEET TO THE POINT OF BEGINNING. CONTAINING A TOTAL OF 74,414 SQUARE FEET OR 1.71 ACRES, MORE OR LESS. / FLP o FL // P UNPLATTED PART OF SECTION/38, < �, TOWNSHIP 2 SOUTH, RANGE 219 EAST a CONCRETE FLP / •,F z 6, VvryL / FLP TYPICAL WOOD DECK NC PAD 1 OWY PIAL• 12' ""` 36' s►I FOUND 1/2" IRON a 26. PIPE, LB3672nE r RE# 177411-0060 O.R.V. 9574, PAGE 1102 wmI AIC UNI►5 X6:1' TIE SO 23 2 P O D n 38' SMH 30- Z 0) 14.0 " .) Q1.2 ■ o 00 O � 7.0' � � J O 4 a o 1 I 2.0Go--1 oC01%x3PETE O W 8.1' V 0 z G a IVE CO Z N 8.1 N 91 TIE 4.0' CONCRETE i Z ,a V- DRIVE CO wDca CONCRETE Lt LA V J N U1 04 WV o r O c� �1 ? w >; � o N -n , O n NC o m CO O I_V 4 0 I O CONCRETE V WO 2" co DRIVE N ?p TIE 'o rr nn 4 'O y V, Y '3' o F ?: N o A 00 w RE# 177411-0030 4.4 6, O.R.V. 9574, PAGE 1102 0 80 3. 16' nE 0 0 14.0' + 22' A/C PAD 5 UNPLATTED PART OF SECTION 38, p ' AIC PAD 1 s.s' TOWNSHIP 2 SOUTH, RANGE 29 EAST ii C� wY p" 232 g 0 v 7.7 31.3' o CO m + w tiE- < A/C A/C6' cn L " 6 _ j4 CONCRETE wAIX YDG Z O CO O 31.3'^' Q' �n N 07.61 � TIE110 ac, ; CO z,e1 7.0' c'mS 4.4' F CONCRETE MAS m C3 ON DRIVE O W 61 V ck Ln o O = o • N g c �, m z ° CO z Ow 2o' O CO a Nm CONCRETE rTt U'1 DRIVE v. N 9,* 8.1' V7.4 LEGEND 4.0' TIE • V� -DRA off' N n A/C AIR CONDITIONER C Z BFP BACK FLOW PREVENTER < A/ D Q " a CC8 CONCRETE CATCH BASIN I� o rn ° CO m CO CLEAN OUT CONC. CONCRETE CPP CONCRETE POWER POLE ^ui W C � FH FIRE HYDRANT FOUND CONCRETE FLP FIBERGLASS LIGHT POLE CC NCRETE,. ' MONUMENT, ILLEGIBLE FOHH FIBER OPTIC HAND HOLE DRIVE GV GAS VALVE 6' VINYL 7.0' HB HOSE 9188 A/C a > a HCP. HANDICAP PARKING SIGN I_ ; i MW MONITORING WELL o OHE OVERHEAD ELECTRIC - TIE 4.0' Zo• a O O.R.V. OFFICIAL RECORDS VOLUME o u RE/ REAL ESTATE NUMBER ^� o SOG STORM DRAINAGE GRATE o SMH SANITARY MANHOLE < N o 14.0' -8,0 8•� TIE x STOP STOP SIGN cam, 23.2' 1 TR TRANSFORMER PAD A/C PM '' TRB TELEPHONE RISER BOX -A TYPICAL wr� CK �J oHE TVRB TELEVISION RISER BOX v 6' VINYL o WM WATER METER 7 1' 26.9' a WMV WATER METER VAULT <7.1 TIE- 18' MLAW CURB WV WATER VALVE RE# 177411 -001 0 oHB rYP1C+v 2+X24' YOG YARD DRAIN GRATE O.R.V. 6285, PAGE 703 ® 18' "" UM" CCB gRiCK cbLm g $ 9 0 PAVEMENT ® PAVEMENT $ Z <q ® O 36' SUN O 36' sw r4 s S wV CONCRETE r- m UNPLATTED PART OF SECTION 38, 18' Al" cine 15- M1AW CUR ( � TOWNSHIP 2 SOUTH, RANGE 29 EAST ; co CONCRETE 0 w CONCRETE 23° STOP} T DRIVE CONCRETE DRIVE o O DRIVE COO C ^ o 01 z o 61.3 RTES+ THIS PROPERTY LIES IN FLOOD 04,5 45 nE ELEVATION 6 FEET) PER FLOOD INSURANCE RATE MAP (FIRM;00 �L <' TIE DWAL COUNTY, COMMUNITY No. 120077, MAP/PANEL No. v CJJ 12031C -0408-H, REVISED JUNE 3, 2013 3 STORY FRAME &BRICK TOW ST UNITS &f 101-105 " N BEARINGS BASED ON THE WEST RIGHT-OF-WAY LINE OF OME n N AQUATIC DRIVE AS BEING N 11'40'04' W -V- DENOTES 64' VINYL FENCE EXCEPT AS NOTED (31 < - o „ -X - DENOTES 4' CHAIN LINK FENCE < o -M- DENOTES 4' METAL FENCE a, g °= THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON z 19.8' 19.6' 19.6' 0. Z THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF o o DWAL COUNTY, FLORIDA. .3'..... < L ? 25.7' 25.7ac -V 24TIE 12.8' CONC .4• °i TIE 1 YANG- WALL AND Jf1 PALL L 6l 1.2' 16" BRICK < < < TYPICAL 24x24' %CERTIFIED T0: FOUND 1/2" IRON 4' vein. FENG� BRICK COLUM TBR AQUATIC OWNER, LLC PIPE, PLS 2772 2"2 v v v v v v v DIVE BRANCH BANK AND TRUST COMPANY O"E O"E N89°20 18 E 152.90 CONCRETE SIDEWALK 7"0 FOUND 1/2" REBAR, FIRST AMERICAN TITLE INSURANCE COMPANY , CONCRETE SIDEWALK LB 3804 CONCRETE CURB AND GUTTEREDGE OF ETE PAVEMENT ONCRETE PAVEMENT PAVEMENT Of I HEREBY CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY ATLANTIC BOULEVARD THE FLORIDA BOARD OF LAND SURVEYORS, PURSUANT D U R D E N SECTION 472.027 FLORIDA STATUTES AND CHAPTER (STATE ROAD NO. 10) SURVEYING AND MAPPING, INC. 5J17 FLORIDA ADMINISTRATIVE CODE. 110' RIGHT-OF-WAY 1825-B 3RD STREET NORTH JACKSONVILLE BEACH, FLORIDA 32250 (904) 853-6822 FAX 853-6825 LICENSED BUSINESS NO. 6696 FLORIDA REOSTERED SURVEYOR 0. 07 H. SRUPE DURDEN'-JR; SURvErTIM NDM FIELD DATE: 08/18/201-,WNED: 08/22/2017 THE SURVEY HEREON WAS MADE WITHOUT THE BENEFIT OF ABSTRACT OR SEARCH OF TITLE AND „ , THEREFORE THE UNDERSIGNED AND DURDEN SURVEYING AND MAPPING, INC., MAKE NO CERTIFICATIONS SCALE: 1 = 20 REGARDING INFORMATION SHOWN OR NOT SHOWN HEREON PERTAINING TO EASEMENTS, CLAIMS OF ACAD FILE = AQUATIC-FINAL.DWG(2000) EASEMENTS,PS RIGHTS-OF-WAY, SETBACK LINES, OVERLAPS, BOUNDARY LINE DISPUTES, AGREEMENTS RESERVATIONS OR OTHER SIMILAR MATTERS WHICH MAY APPEAR IN THE ABSTRACT OR SEARCH OF TITLE. WORK ORDER NO. = 17548 FILE NO. = D-1716 THIS SURVEY NOT VALID UNLESS THIS PRINT IS EMBOSSED WITH THE SEAL OF THE ABOVE SIGNED.