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HomeMy WebLinkAboutRecord SurveyFLORIDA STATE PLANE COOR. NAD 83/90 US SURVEY FT. (TYP) N 1112769.447 E 895639.022 FLORIDA DEPARTMENT OF NATURAL RESOURCES CM # 9477A-16 01 30'.1 '1 LEGEND & ABBREVIATIONS A ARC LENGTH A/C AIR CONDITIONER CBS CONCRETE BLOCK STRUCTURE CCCL COASTAL CONSTRUCTION CONTROL LINE C/L CENTERLINE CONC 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 3„ LB LICENSED BUSINESS .9 LS LICENSED SURVEYOR 2,2 M MEASURED DATA 2 MON MONUMENT N&C NAIL AND CAP NAVD NORTH AMERICAN VERTICAL DATUM NGVD NATIONAL GEODETIC VERTICAL DATUM \ NO OR # NUMBER NTS NOT TO SCALE 2.66 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 TY=` TYPICAL ® WATER METER & AND ® AT L\ DELTA UTILITY POLE FIRE HYDRANT ss SEWER MANHOLE ® BACKFLOW PREVENTER ail IRRIGATION VALVE © CLEAN OUT RECORD SURVEY LYING IN ST. LUCIE COUNTY, FLORIDA IFND NAIL & DISK \7 Q\LLB # 4286 I \ \ b ` \oI� ob), \ a \2 \ \ m I o�a\zloi \� Y \ IC,\ Gam\ Wp- � 4,4 \ �G� \\ 4,4 4,5 \ IFoA 4, \ \ �-- FEOOD ZONE AES FLOODZONEAE-6 3,00 /� \ N' Ln >? \ FLO NADft1DA 83/90ATE PLANE S SURVEY FT. (I�; \ \ \ N 1111303.426 / \ E 896152.980 \ / NATURAL DEPARTMENT OF \ NATURAL RESOURCES CONC MON # 9477A-16 \ FLORIDA STATE PLANE COORDI NAD 83/90 US SURVEY FT. (' NO MONUMENT FOUND N 1110978.661 E 896472.093 FND NAIL &DISK \ \ # 428 MEAN HIGH WATER LINE LOCATED 04/19/2017 NAVD 19M DATUM 0.52 ELEVATION LINE SEASONAL HIGH WATER LINE LOCATED 04/19/2017 NAVD 1988 DATUM 5.4 ELEVATION LINE 5.9 6\J SEASONAL HIGH WATER 2UNE 01 LOCATED 04/19/201 NAVD 1988 DATUM 5.4 ElEVA71ON LINE NAD FLORIDA 83/90STATE US SURVEY FL (TYP) N 1111820.346 E 896323.124 FLORIDA DEPARTMENT OF ENMORMENTAL PROTECHTION MON I S-765 /L FLOOD ZONE V&ZI Clouser Report 5/3/2017 19:46 NORTHING EASTING BEARING DISTANCE \ 1112769.447 895639.023 S 1 T42' 14" E 1048.371 1111770, 727 1195957.830 S 22'39'58" E 506.412 \ 1111303.426 896152.981 N 00'47'32" W 465.345 1111768.727 896146.548 �ZON E-7 N 26'53'32" W 1122.062 \ 1112769.447 895639.023 Closure Error Distance> 0.00000 Error Bearing> N 90'00'00" E Closure Precision> 1 in 8863062173.5 Total Distance> 3142.190 Polyline Area: 137818.65 sq ft, 3.16 acres R-66 NO MONUMENT FOUND NOT TO SCALE \ a v� O 1A i n ORANGE AVENUE O tr r2 NNOE CITY ROAD SITE i Al G� PMNA V19fA Y➢. LOCATION MAP NOT TO SCALE V 2 Z CO) M W fL O O_ (L Z Q LU O LL mLLF - U) Ix 4 Z WO W O rn I- W `` W wO W /N7 w Z Ow_ m >�y In LL a i� it C co m 0 a0 �t co LLI �A J U) Q � N V♦ z In 00 Z O (Wj rc O J => JWazti OLL O Y ZO rL Z W p m Z O � Qa STREET ADDRESS 7 4876 WATERSONG WAY, FORT PIERCE, FL 34949 r w LEGAL DESCRIPTION o W 0.0 ~ f f A BEING ALL OF LOT 50, ACCORDING TO THE PLAT OF WATERSONG P.U.D. PLAT NO. ONE, AS RECORDED IN N � o :D � PLAT BOOK 42, PAGE 34, A—D, PUBLIC RECORDS OF o F-- w SAINT LUCIE (COUNTY, FLORIDA. aT � o W A w A � Z o 5 ra ca Pa C4 - > w 1 Z MEAN HIGH WATER LINE Q ¢ Q Q Q Q w O' LOCATED 04/19/2017 Q Q Q Q NAVD 1988 DATUM r 0.52 ELEVATION LINE U U U U CQ GENERAL NOTES �D In m LO 1. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE a " CENTERLINE OF WATERSONG WAY HAVING A BEARING OF LO In � N24'28'24"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.0 2. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE U O z�? wNs< BEEN LOCATED AND SHOWN HEREON. Z U. » Z Z ao a� 3. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE 0 r, WNoL NOT BEEN LOCATED ON THIS SURVEY. U) E; W=�� W cnw<¢ �N2W 4. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS (j O$Op ? Z=ELL PROPERTY IS IN ZONE "AE-6", "AE-7", AND "VE-11" � c� F¢om ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY Z Q Z Q r D=)w W �m�w PANEL NO. 12111 C 0194 J, EFFECTIVE DATE FEBRUARY 06, O Z '> ?owU 2012. THE EXACT DESIGNATION CAN ONLY BE DETERMINED BY 1— p O U w0Z& AN ELEVATION CERTIFICATE. Q W V 5 o `_ ' O oong 5. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT J Z wk,z Q �w,o= THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA Q � OWwx LICENSED SURVEYOR & MAPPER. W w } UZZ U VJ Z z Z -gZ 6. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS U ¢Zm� OFFICE FOR RIGHTS —OF —WAY, EASEMENTS OF RECORD, C) Z>00 OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS, OR MURPHY J O V w%UN DNWFZ ACT DEEDS. Q W 0'9&0 DOE@ U)m 6Wz m 7. THE LAST DATE OF FIELD WORK WAS OCTOBER 11, 2017. wy O J Oa 8. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS U j Ow< BY OTHER THAN THE SIGNING PARTY OR PARTIES IS aaoN PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 9. ELEVATIONS SHOWN HEREON ARE IN FEET AND BASED DRAWN BY: CA ON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). CHECKED BY: CA DATE, 4/29/2017 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 (L1 & L2). 3. THE ORIGINAL GPS RTK MEASUREMENTS, APRIL 19, 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 (31D) POSITIONS. 4. G.P.S. SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING CARLSON SURVEY .'-,TANDALONE, SURVEY +. 5. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY IS AS FOLLOWS: HORIZONTAL: 1OMM + 1 PPM (RMS) VERTICAL: 20MM + 1 PPM (RMS). I HORIZONTAL SCALE: 1"=30' NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. SEAL CLE OSSIONAL HEA R L SURVEYOR & MAPPER FLORIDA LICENSE NO. 4971 O !V 2DAT RI ED DAT SHEET 1 OF 1 PROJECT NO.17-523