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HomeMy WebLinkAboutSITE PLAN 9-22-182 �� - - -- _.. -- �`'°act, - FLORIDA STATE PLANE COORDINATES NAD 8Y90 US SURVEY FEET O,IJ N 1116144.709 E 893736.025 , FLORIDA DEPARTMENT OF NATURAL G RESOURCES CM # 94-77-A18 F G 1- 19. � so. o f 3.51 \ \ O N ,05 \ I N 3, \ 3A9 \ \ FND 4X4 CM 1.7 NO ID 2 N 1114013.24 x L2 oyq E 895013.79 5 3' 6.1 ' _ IC SITE PLAN LYING IN SAINT LUCIE COUNTY, FLORIDA NORTH LINE GOVERNMENT LOT 4 9 4!21,73 � 0� \ I ( G A \%� COLUMN X 1,3 \ \ 0.2 �� % \\ boo �ZCn 3,1 2.89 \q 1.1 PAVER \ .98 3.72 3. 3 BRICK c � O �CRE110 \ O O 0 \ LO ° \ COLUMN W � �( w � \j o \� oo ws FND Y8 IRC RLS # 4049 m Y_ 0 �q N 1113913.56 1�E 895065.0 0 \ 1 .9COLUMN 8 \ `� A � 1,8 S 8 2 FND 6X6 CM yam( \ FDOT Q \ 1.9 !� \ \ \ 181 2,68 �� \ \\ 6 .41 2.92 i 0, \\�` a ° ' OO \ \ L\ (9 w \ \ o\ u \ � o w, ' \A \ 3 \ \ 3.22 \ 3.36 RAILROAD SPIKE_ 55.72' NO ID r� 9. �F OG -A n v\� PARCEL # 2529-343-0002-000-8 UNASSIGNED OCEAN DRIVE �o Z� VACANT n 1 JOHN RUFOLO �0 cCD �G 00� TREE LINE 50% EXOTICS FND Y8 IRC \ x 2.9 RLS # 4049 2.5 X Moil X S 84°55121" W EXISTING DRIVE \ FND Y8 IRC RLS # 4049 \ N 1113738.98 E 895125.78 x 3.5 MIN. FROM SIDES CNR S O Z0 O -;0 -7U) -) -7 n I Z �2N co to CP Lo �G CP O Cp y 6.5 340.49' N 89-40-30" E Lo ')ND FLOOR V O X 5.2 2'OVERHANG Cp 72.50' 10.oc o Gp,FLPG80 las s 2ND FLOOR 5.67' �OEN ' w FLOOR w PROPOSED QFLOP S �yES208� N OVERED N ,PAVER - PORCH a, POOL BRICK 20N I sp P 5 F 9' 29.00' 1ST FLOOR o Gp,ELPG gO ©VERED ­4 N � PORCH Cnn t` 43.50' 20.00' 21 �2 x 2.7 O o L0 3ti FND Y8 IRC RLS # 4049 N 89'58'05" E 447.49' `A \ FLORIDA STATE PLANE COORDINATES NAD I%o US SURVEY FEET N 1113702.428 E 895142.339 \ FLORIDA DEPARTMENT OF NATURAL A\ \ RESOURCES CM # 94-77-A17 REQ. 5.0 >< S 4. FND Y8 IRC / RLS # 4049 N 1113934.72 E 895303.17,E STREET ADDRESS UNASSIGNED SOUTH OCEAN DRIVE, FORT PIERCE, FL 34949 0' 20' 40' 60' TREE LINE mm 0 4E NOT TO SCALE Q� v� O AIA �A i n 91 t, °RANGE AVEM1E 7 EOWAR a, pCEEu^ Tp WM OlY ROM SITE A,A dS L PRIMA N TA SM �13 C➢ �I � PO W > i LOCATION MAP U o NOT TO SCALE Q W O LEGAL DESCRIPTION N BEING KNOWN AS A PARCEL OF LAND LYING WITHIN GOVERNMENT MEAN HIGH WATER LINE LO- 4, SECTION 29, TOWNSHIP 35 SOUTH, RANGE 41 EAST, ST. LOCATED 10/19/2017 LUCIE COUNTY, FLORIDA AND BEING MORE PARTICULARLY NAVD 1988 DATUM DESCRIBED AS FOLLOWS; STARTING AT THE INTERSECTION OF THE 0.52 ELEVATION LINE EAST RIGHT OF WAY LINE OF STATE ROAD A-1-A AND THE SOUTH LINE OF THE NORTH 1100 FEET OF SAID GOVERNMENT LOT 4, THENCE RUN N89°41'15"E ALONG THE SOUTH LINE OF THE NORTH 11C FEET A DISTANCE OF 476 61 FEET MORE OR LESS TO THE FND Y8 IRC WATERS OF THE ATLANTIC OCEAN; THENCE RUN S19°51'30"E ALONG RLS # 4049 SAID WATERS OF THE ATLANTIC OCEAN A DISTANCE OF 85.02 FEET N 1114015.17 J:,A MOZE OR LESS TO THE INTERSECTION WITH A LINE BEARING E 895354.28 N89°41'15"E; THENCE RUN S89°41'15"W ALONG SAID LINE A BENCHMARK ELEV. 7 DISTANCE OF 216.29 FEET MORE OR LESS TO A POINT; THENCE 8.85' NAVD OF 1988 RUV S84°54'03"W A DISTANCE OF 237.47 FEET TO THE I v,� INTERSECTION WITH THE EAST RIGHT OF WAY LINE OF STATE ROAD x 12 i A-1-A AND A POINT OF CURVE; THENCE RUN IN A COUNTER 7.5 CLOCKWISE DIRECTION ALONG THE ARC OF A CURVE CONCAVE TO THE WEST HAVING A RADIUS OF 11509.2 FEET, A CENTRAL ANGLE 239 72' O OF 0°33'26", WITH A CHORD BEARING OF N26`57'11"W AND A 0CHORD DISTANCE OF 111.97 FEET, ALONG SAID CURVE A DISTANCE N 89°40' " E OF 111.97 FEET TO THE POINT AND PLACE OF BEGINNING. 127 TOGETHER WITH THE SOUTH 100.10 FEET OF THE NORTH 1200.10 2 FEET OF GOVERNMENT LOT 4, SECTION 29, TOWNSHIP 35 SOUTH, 7,7 RANGE 41 EAST, LYING WEST OF THE WEST RIGHT OF WAY LINE OF x 11,9 STATE ROAD A-1-A, ST. LUCIE COUNTY, FLORIDA. GENERAL NOTES 1. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE °D CENTERLINE OF WATERSONG WAY HAVING A BEARING OF O 8.2 N2E°28'24"W, ACCORDING TO THE PLAT OF WATERSONG PUD, 13.4 PLAT NO. ONE, AS RECORDED IN PLAT BOOK 42, PAGE 34, \ PUBLIC RECORDS, SAINT LUCIE COUNTY, FLORIDA. oGs� 2. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED AND SHOWN HEREON. 3. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT -0\ BEEN LOCATED ON THIS SURVEY. 7, 131 76.57' s 246 551` ' S 89040'30" W PARCEL # 2529-343-0003-000-5 4580 OCEAN DRIVE OCCUPIED x 5.1 FIFE = 18.11' HOUSE & DECK ENVELOP LEGEND & ABBREVIATIONS A ARC LENGTH OHP A/C AIR CONDITIONER ORB CBS CONCRETE BLOCK STRUCTURE P EXISTING DRIVE CCCL COASTAL CONSTRUCTION CONTROL LINE PB C/L CENTERLINE PG(S) CONC CONCRETE PLS CM CONCRETE MONUMENT POB DEG I)R DEGREE POC o ELEV ELEVATION PRM 0o FFE FINISH FLOOR ELEVATION PSM FND FOUND R ID IDENTIFICATION NUMBER RLS IP IRON PIPE R/W - - IR IRON ROD IRC IRON ROD & CAP & LB LICENSED BUSINESS a LS LICENSED SURVEYOR M MEASURED DATA MON MONUMENT 'c� NAVE NORTH AMERICAN VERTICAL DATUM ss NGVC NATIONAL GEODETIC VERTICAL DATUM 04 NO C? # NUMBER IV NTS NOT TO SCALE 4. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY "AE-6", "AE-7",' 4 S 89°40'30" W IS N ZONE AND "VE-11" ACCORDING TO THE \ FLCOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111 C 01c-4 J, EFFECTIVE DATE FEBRUARY 06, 2012. THE EXACT S \ 13X FND /$IRC DESIGNATION CAN ONLY BE DETERMINED BY AN ELEVATION k RLS # 4049 7 4 CERTIFICATE. N 1113935.41 E 895379.74 5. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. 6. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS, OR MURPHY ACT DEEDS. 7. THE LAST DATE OF FIELD WORK WAS OCTOBER 17, 2017. OVERHEAD UTILITIES 8. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED OFFICIAL RECORDS BOOK WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. PLAT DATA PLAT BOOK 9• ELEVATIONS SHOWN HEREON ARE IN FEET AND BASED ON PAGE(S) NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). PROFESSIONAL LAND SURVEYOR 10. ALL DEBRIS WILL BE REMOVED FROM THE SITE AND POINT OF BEGINNING DEDOSITED AT AN APPROVED UPLAND DISPOSAL SITE. POINT OF COMMENCEMENT PERMANENT REFERENCE MONUMENT GLOBAL POSITIONING SYSTEM (GPS) NOTES PROFESSIONAL SURVEYOR AND MAPPER 1. G.P.S. SURVEY METHOD: REAL TIME KINEMATIC (RTK) RADIUS REGISTERED LAND SURVEYOR 2. G.P.S. RECEIVER TYPE: TWO (2) DUAL FREQUENCY TOPCON HIPER GA -12 CHANNEL (L1 & L2). RIGHT-OF-WAY WATER METER 3. THE ORIGINAL GPS RTK MEASUREMENTS, OCTOBER 17, 2017. TWO TOPCON DUAL FREQUENCY GPS RECEIVERS EQUIPPED WITH RT-SKI (REAL TIME AND MEASUREMENT CAPABILITIES) WERE USED TO GATHER GPS DATA. TYPICALLY AT A BASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND/OR DELTA TOPOGRAPHIC DATA AND CONTROL THROUGHOUT THE PROJECT AREA. UTILITY POLE REAL-TIME COORDINATE COMPUTATIONS AND PRECISION INFORMATION ARE DETERMINED VIA RADIO / MODEM LINK WITH THE BASE STATION AND FIRE HYDRANT RECORDED AS THREE DIMENSIONAL (3D) POSITIONS. SEWER MANHOLE 4. G.P.S. SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING BACKFLOW PREVENTER CARLSON SURVEY STANDALONE, SURVEY+. IRRIGATION VALVE CLEAN OUT 5. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY IS AS FOLLOWS: HORIZONTAL: 10MM + 1 PPM (RMS) VERTICAL: 20MM + 1 PPM (RMS). 2 V Z W)V w M W " o aLLJ o 0 0. °' S' W 'L ca _Za�O�9 ca � Uo cc2 W R WONaLLW N WZ I_W V > S W Ow 8 � > rim) o LLa w � K m 00 v o N W Z. � : ♦/ U) J m a T C4 Z O v _00 > w m Q J _V' = N U) 0 0 N OLLO Y ZLL z W a c co z Qa wzZ z lm< o z J ww U. Z �» Q O N 00 0"'J L O'0,zU N nOQ� w o�o'Hwp U Co LU U' F=60m Z Q} Z UZn »�B O Z > f5 z ~Q J oaz z��a Z o Qw U U wo3� LL J a O =w5� CD w�3o W Z > oZFo U W >-Z o Z sz z p In>ox< woo O n U z U =NEoo.aT W H V �z oawm mo zooa J ¢�» U) 'w< ¢MOO DRAWN BY: CA CHECKED BY1 CA DATE: 10/20/2017 HORIZONTAL SCALE: 1'=20' NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. SEAL HARLES ARNOLD OFESSIONAL SURVEYOR & MAPPER )RIDA LICENSE NO. 4971 PRINTED DATE SHEET 1 OF 1 PROJECT N0,17-566