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HomeMy WebLinkAboutSurveyK 0 01 301 .090 LEGEND & ABBREVIATIONS A ARC LENGTH A/C AIR CONDITIONER CBS CONCRETE BLOCK STRUCTURE CCCL COASTAL CONSTRUCTION CONTROL LINE C/L CENTERLINE CONIC CONCRETE CM CONCRETE MONUMENT DEG OR DEGREE ELEV ELEVATION FFE FINISH FLOOR ELEVATION FND FOUND ID IDENTIFICATION NUMBER IP IRON PIPE IR IRON ROD IRC IRON ROD & CAP LB LICENSED BUSINESS LS LICENSED SURVEYOR M MEASURED DATA MON MONUMENT N&C NAIL AND CAP NAVD NORTH AMERICAN VERTICAL DATUM NGVD NATIONAL GEODETIC VERTICAL DATUM NO OR # NUMBER NTS NOT TO SCALE OHP OVERHEAD UTILITIES ORB OFFICIAL RECORDS BOOK P PLAT DATA PB PLAT BOOK PG(S) PAGE(S) PLS PROFESSIONAL LAND SURVEYOR POB POINT OF BEGINNING POC POINT OF COMMENCEMENT PRM PERMANENT REFERENCE MONUMENT PSM PROFESSIONAL SURVEYOR AND MAPPER R RADIUS RLS REGISTERED LAND SURVEYOR R/W RIGHT-OF-WAY TYP TYPICAL ® WATER METER & AND ® AT A DELTA �S UTILITY POLE is FIRE HYDRANT ss SEWER MANHOLE ® BACKFLOW PREVENTER IV IRRIGATION VALVE CLEAN OUT LYING IN ST. LUCIE COUNTY, FLORIDA FLORIDA STATE PLANE COOR NAD 8Y, US SURVEY FEET (TYP) N 1112769.447 E 895639.022 FLORIDA DEPARTMENT OF NATURAL RESOURCES CM # 94-77-A-16 z \ Y \ FND NAIL & DISK 4286 nG C,O 0, ��� CP, <� �� _7 `0 000 - N ti- s, No �� w o -o n o,// C � L FZOODZONE \ 2\ � Nam," wo c➢\�O Nw TO \ G 4.0 00 4.72� \ � BOF� 1 � \ A \q\ \A 31 2.94 < 1 \ \ 3.20 4 3.5 7 3\ �0 3. Q 3.60 .7 3.26 B �7 FLORIDA STATE PLANE COOR NAD 8& US SURVEY FEET (TYP) N 11128fi9.589 E 89,5800.625 NO MONUMENT FND O c,L OT r 11 `FLOOD ZO\A7\ LOT M VACANT x 5.6 IFND%IRC LB # 4286 BENCHMARK E1XXV 5.3 x 5.63 LOT 39 VACANT x 5.1 Clouser Report 1/10/2018 13:31 NORTHING EASTING BEARING DISTANCE 1112769.447 895639.023 S 25^34'13" E 601.172 1112227.156 895898.499 S 07'24'23" E 460.269 1111770.727 895957.830 S 22'39'51" E 505.884 1111303.907 896152.760 N 0945'48" W 464.816 1111768.682 896146.568 N 24'28'23" W 861.347 1112552.643 895789.744 N 34'48'24" W 264.047 1112769.447 895639.023 Closure Error Distance> 0.032 Total Distance> 3157.535 Area: 115047.15 sq ft, 2.64 acres TND 5/8" IRC LB A 4286 _ 9 N 0s, I NN 9 8..4 1111863.930 E 896259.150 1D FND 5/8" IRC 12. LB # 4286 MEAN HIGH WATER LINE LOCATED ON 11/27/2017 NAVD OF 1988 AT ELEV 05' SEASONAL HIGH WATER LINE LOCATED ON 11/27/2017 NAVD OF 1988 AT ELEV 53' x v N x 4. % ,4 w 51 51 8,1 � x 8.0 \ ' rorlb' 7.8 s / I 10, 8,4 35•� E c m o N65 x ,3 ( 13J V 0x BA 8.1 SEASONAL HIGH WATER LINE 'V m LOCATED ON l l/27/2017 Il. O1N NAVD OF 1988 AT ELEV 5.3' z ,7 x 11.7 12.2 m A A� `\\ 0XT e\ a\ \ FLOOD ZONE MI NAD 8A STATE PLANE COORDINATE / NAD 8N 111 US SURVEY FT. (TYP) �65 p N N 111230.054 x 5.7 \ �5 y \ E 896083.054 FND 5/8" IRC/ p -L LB // 4286 LOT VACANT 5 N N x 4. FLOODNAIL ZONEAIE7 t \ LB 4286 I BBN N -n-TS 4 ELEV 4'4ARKf \ .v^ A � FLORIDA STATE PLANE COOR \ �� NAD 8%qp US SURVEY FEET (TYP) \ N 1112227.156tP� A V A o E 89589R.498 .498 A SET %^ IRC, LB # 7903 00 <Q 00 -7'100CT \ mI� 0�2 Na, C7 2�0� \P. 3.3 NOy \ \ \ N 1111770.727 I FLORIDA STATE PLANE COOR \ E 895957.829 `��`� ,I���{1, \ \ SET NAIL & DIS NAD 8%y� US SURVEY FEET (TYP) LB # 7903 N 1111886.568 NN E 896031.463 \ FND V IR, NO ID s s� oG ilk \ \ \ \ a?\Q7 O m FLORIDA STATE PLANE COO\ � \ NAD 8-& US SURVEY FEET (TYP) N 1111303.426 \ FND NA & D E 896152.940 LB �/ 42 6 FND CM # 94-77-A16 LOr W OCGDE]ED FFE=7Tl GARAGE FFE=5.75' 4.82 X4154 \ '8 N55�, S0 4.94 a 1.73> \ 0. 4.50 O v\ PLANE COORDINATE SURVEY FT. (TYP) LOCATION MAP NOT TO SCALE STREET ADDRESS 5 A 4832 WATERSONG WAY, FORT PIERCE, FL 34949 up N W Zi N C) LEGAL DESCRIPTION rn, UD O BEING ALL OF LOT 39, ACCORDING TO THE PLAT OF w \ WATERSONG P.U.D. PLAT NO. ONE, AS RECORDED IN o y PLAT BOOK 42, PAGE 34, A-D, PUBLIC RECORDS OF \ Z SAINT LUCIE COUNTY, FLORIDA. 0.5 �GENERAL NOTES \ 1. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE CENTERLINE OF WATERSONG WAY HAVING A BEARING OF 0,5 N24028'24"W, ACCORDING TO THE PLAT OF WATERSONG PUD, \ PLAT NO. ONE, AS RECORDED IN PLAT BOOK 42, PAGE 34, PUBLIC RECORDS, SAINT LUCIE COUNTY, FLORIDA, MEAN HIGH WATER LINE LOCATED ON 1017 ATEL NAVD OF 1988 AT EL2. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE ELEV 0.5'\ BEEN LOCATED AND SHOWN HEREON. 3. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED ON THIS SURVEY. 4. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS L / PROPERTY IS IN ZONE "AE-6", "AE-7", AND "VE-11" ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111 C 0194 J, EFFECTIVE DATE FEBRUARY 06, 2012. THE EXACT DESIGNATION CAN ONLY BE DETERMINED BY AN ELEVATION CERTIFICATE. 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 NOVEMBER 27, 2017. 8. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 9. ELEVATIONS SHOWN HEREON ARE IN FEET AND BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). 10. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED STATES STANDARD, IN FEET AND DECIMALS THEREOF. 11. THE EXPECTED USE OF THE SURVEY AND MAP IS RESIDENTIAL. GLOBAL POSITIONING SYSTEM (GPS) NOTES 1. G.P.S. SURVEY METHOD: REAL TIME KINEMATIC (RTK) 2. G.P.S. RECEIVER TYPE: TWO (2) DUAL FREQUENCY TOPCON HIPER GA -12 CHANNEL (1-1 & 1-2). 3. THE ORIGINAL GPS RTK MEASUREMENTS, NOVEMBER 27, 2017. TWO TOPCON DUAL FREQUENCY GPS RECEIVERS EQUIPPED WITH RT-SKI (REAL TIME MEASUREMENT CAPABILITIES) WERE USED TO GATHER GPS DATA. TYPICALLY A BASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND/OR TOPOGRAPHIC DATA AND CONTROL THROUGHOUT THE PROJECT AREA. REAL-TIME COORDINATE COMPUTATIONS AND PRECISION INFORMATION ARE DETERMINED VIA RADIO / MODEM LINK WITH THE BASE STATION AND RECORDED AS THREE DIMENSIONAL (3D) POSITIONS. 4. G.P.S. SURVEY MEASUREME NTS WERE PROCESSED AND ADJUSTED USING CARLSON SURVEY STANDALONE, SURVEY +. 5. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY IS AS FOLLOWS: HORIZONTAL: 10MM + 1PPM (RMS) VERTICAL: 20MM + 1 PPM (RMS). V Z W U to v Z W GW" o o � a 0 W 11. ��n v M �G 06 � Uo W o Z y W p �W } > / W Z Ow_ 7 y UL a �> 11, N O �F W r J cn ¢ N V ♦ Z 00 Z O U_ _�� O J => H d' J W Z O O Y Z LL U- Z W a 00 Qa Z O W w ry w W r Ta Q WAN 2 � OJ Z �W>S Id. >F z �» Z�1'� ao�� v O (n "C\j Nwa¢ W WN�w 0 0 OO20w Z 2 W W 0OQ-m Z U Z z cl z rn 5;:S= N� p U Q > Nomww QCo O VD)Woao N �Fwa - =rn U < 0wam z. ILL I O < wat-w 0 Q I- a SO U (O a "Z� � _ ZmW Z p o I . Z v az U © roo J O W�0N now= C.) now o Ono . i- W �omw v� v �r �QzRYm W S O J zoom U N om JKMF- aaom DRAWN BY, CA CHECKED BYI CA DATE, 12/25/2017 HORIZONTAL SCALE: 1"=30' NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER RO E IO , ~�LRVE-WR� MAP ER 1ORIDA LICENSE N T- P INTED Tr' SHEET 1 OF 1 PROJECT N0,17-576