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Home My WebLink AboutSurveyFOUND PERMANENT CONTROL POINT NAIL/DISK 'LB42B6' I � w NAY WAY) i FOUND PERMANENT CONTROL POINT NAIL/DISK 'L04286' St. Lucie Co. FL Y)8te snit. Approved B" IRON LB4286' LOT 65 S65'31'36"W 1 !� CONCRETE STEMWALL & WOOD FORMS —I FFE=8.0'NAVD88 3. -WOOD FORMS I' P' GARAGE EL-6.5' b 15.3' A A 34.6' °• 11.T I m m 8" IRON 'LB4286' S65'31'36"W 127.00' LOT 67 ' N69'5946"E 69.00"' 1 — — z N a N ao N Ol 0 00 O FOUND 5 ROD/CAP I N �A PORCH EL=7.5' 01 �� n aol m O W 00 WESTERLY LINE OF SEAGRAPES \ o o WESTERLY UNES mo OF DUNE \ c GRASSES. �? 1 / 1 / 1 / 1 FOUND 5/8" IRON ROD/CAP 'LB4286' COASTAIIPK CONSTRUCTION �CONTR(� LINE 1977, PLAT 19, PAGE 8A—G 190y, 0�& 0 GRAPHIC SCALE 0 0 10 20 40 8 IN FEET I inch = 20 ft. BOUNDARZY,'TOFOGRAPKC, & COASTAL CONSTRUC70N (,".,�,ONTROL �].—IINE` St,"RVElY LOT 66 WATERSONG SOUTH P.U.D., PLAT NO. ONE ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 42, PAGE 34, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. FOR: WENDY L. HERNANDEZ (OWNER) 1--i to to WHITE CITY ROAD C14 c'j 7:h OF& 0 SITE oFF AlA 27.3885 —80.25910 PRIMA VISTA BLVD. /V ql IRP q 96 9 '9 0 10 w;l i z M < > "n 0 WATERSONG WAY M. 0 E (50' WIDE PRIVATE RIGHT OF WAY - ENTRANCE ROAD) �14 > 211.46' S67-`IW29�W > FOUND PERMANENT M m. CONTROL POINT > z NAIL/DISK -LB4206- > 0 0 r 6. M 912021 IK /V 717 < Do kc: 996 1 <944 .66 r- z 3j� - a, OD Ch 5.00- I 15.00' P M 00 ct i LOT 65 x 6:" r4a N sP 1111068.89 r( E 896476.72 xQ -f-OUND 5/8P IRON FOUNAP5�LlR WESTERLY r GO/ �.T rROUDI P 'LB4286' R 'I LINE OF 65'39'49"W 45.31' J SEAGRAPES S65*31'36"W 243.70' S S65'31'36V 127.00' L "Z9 TWRE 9 9.1 -�z 41.23' 1 1 aq b 7 0.10' 1% _- %) 7- �-58" to 41 COASTAL CONSTRUCTION Z PROPOSED PERGOLA 29.90. I P STERLY UNE-/ CONTROL LINE 1988, PLAT-\ No x OF DUNE ITT BOOK 26, PAGE 26A *;u LOT 66 0 GRASSES VACANT - PROPOSED RESIDENCE FLOOR w 11 :P-6 9 10 if 1,� ij 11 70 9 a 6 a 29 o TRACT A x GARAGE EL=&02 PROPOSED Z 12 z PROPOSED PROPANE EL=6.52-6.78 SEASONAL HIGH o �j TANK > 11133' WATER LINE --lz D 11.3 ISET NAIL/DISK ::5 -< 11,43 EL=5.34'NAVD88 GLOBAL POSITIONING SYSTEM5102 > I - CONTROL NOTES EL-4.87 NAVID a 34.67' 11.67- 41.23' 1.) GEODETIC CONTROL STATIONS: S65-31 36"W 565 V3 *40 30.41 1 *3 GO! 49 5 . T/m 0 v-U- AT' H 231 4.;, LATITUDE: 27-27'04.95347 Rl"S rRS 565*31'31"W 127.00' Tlie* 14 8 1 x Or ij .8 ;o, loa 47' j S65*31*36"W 243.03' FOUND 5/8'IRON FOUND 5/8- IRON LONGITUDE: 80'19*25.28628 ROD/CAP -LB4286- GRID NORTH: 1133851.602 ROD/OAP 'LB4286' GRID EAST: 875503.109 N 1111032.49 z 896493.29 FLORIDA EAST ZONE (US FEET) LOT 67 Ae N N 350 LATITUDE: 2726'42.45900 COASTAL CONSTRUCTION LONGITUDE: 80*19'37.44978 *1 �CONTROL LINE 1977, GRID NORTH: 1131574.061 WATERS WAY PLAT BOOK 19, PAGE WA OD GRID EAST: 874419.604 (30 WIDE PRIVATE RIGHT OF WAY) 8A-G FLORIDA EAST ZONE (US FEET) S�531-36-W F, PERMANENT CONTROL POINT E 401 NAIL/bISK -LB4286' N 1110994.57 LATITUDE: 27*26'10.84068 E 896494.07 LONGITUDE: 8019'29.35942 GRID NORTH: 1128385.048 GRID EAST. 875164.940 FLORIDA EAST ZONE (US FEET) I DENOTES PROPOSED -W70-52 �5 2.) SOFTWARE BRAND & VERSION NUMBER: ELEVATION E 61-r7' DENOTES EXISnNG TRIMBLE GEOMATICS OFFICE VERSION 10.7 ELEVATION 3.) GEODETIC CONTROL IDENTIFICATION: (OCCUPIED AND CHECKED INTO) 41 /V SAV 3, W 25, SAV 5, S6, SV , 94 87 A 05 F, 771 080 �jl 0 T 307, A 3, R 34, C AM308, A A19,4894! AND Z 307 RESET. 4,� 6� 9 THE ABOVE REFERENCE CONTROL STATIONS WERE USED IN THE CALIBRATION OF THIS SITE. THE PUBLISHED VALUES CAN BE FOUND AT WWW.LABINS.ORG 4.) ACCURACY STATEMENT: THE POSITIONAL HORIZONTAL ACCURACY IS 0.03 FEET; POSITIONAL VERTICAL ACCURACY IS 0.04 FEET MEAN HIGH WATER NOTES: 1. MEAN HIGH WATER (MHW) WAS ESTABLISHED ALONG THE ATLANTIC OCEAN ON AUGUST, 11, 2018 BY EXTENDING THE ELEVATION SHOWN AT MEAN HIGH WATER INTERPOLATION POINT NO. 100888.TOPCON LEVEL AND TOPCON STS TOTAL STATION USED TO LOCATE MEAN HIGH WATER LINE. THIS MEAN HIGH WATER LINE (MHWL) SURVEY COMPLIES WITH CHAPTER 177, PART 11, FLORIDA STATUTES. 2. (ATLANTIC) MHW ELEVATION IS 0.52 FEET NAVD88. 3. (ATLANTIC) MHW DATA POINT IDENTIFICATION # 100888, EPOCH 1983-2001. 4. (ATLANTIC) MEAN LOW WATER ELEVATION IS -2.69 FEET NAVD88. 5. QUAD NAME 'FORT PIERCE'. NAVD88 (NGVD29) ELEVATION NOTE: ALL ELEVATIONS REFER TO NAVD88. CONVERSION TO NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29) YOU MUST ADD 1.496 FEET. NAVD88 = NORTH AMERICAN VERTICAL DATUM 1988. NGVD29 = NATIONAL GEODETIC VERTICAL DATUM 1929. FLOOD ZONE NOTES 1. FLOOD ZONES SHOWN HEREON ARE SCALED FROM DIGITAL FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD ZONE MAP #12111CO194J, DATED 2/16/2012. 2. SUBJECT PROPERTY IS IN FLOOD ZONES VE(EL11), AE(EL7), AE(EI-6). 3. SUBJECT PROPERTY IS IN AN UNDEVELOPED COASTAL BARRIER ZONE AS IDENTIFIED 1983. 4. AS PER FEMA MAP, FLOOD INSURANCE NOT AVAILABLE FOR STRUCTURES NEWLY BUILT OR SUBSTANTIALLY IMPROVED ON AND AFTER OCTOBER 1, 1983, IN DESIGNATED UNDEVELOPED COASTAL BARRIERS. CCCL NOTES 1. CCCL = COASTAL CONSTRUCTION CONTROL LINE 2. CCCL 1978 = COASTAL CONSTRUCTION CONTRO LINE OF 1978, RECORDED IN PLAT BOOK 19, PAGE 8. 3. CCCL 1988 = COASTAL CONSTRUCTION CONTROL LINE OF 1988, RECORDED IN PLAT BOOK 26, PAGE 26. 1 4. COASTAL CONSTRUCTION CONTROL LINES SHOWN WERE ESTABLISHED THROUGH MONUMENTS R65, R66 AND A-16 AND EXTENDED TO SUBJECT PROPERTY. i 5. THE "A" MONUMENTS SHOWN HEREON ARE REFERRED TO AS 'PERMANENT REFERENCE MONUMENTS" AS SHOWN ON THE PLAT OF THE ST. LUCIE COASTAL CONSTRUCTION SET BACK CLINE, AS RECORDED IN PLAT BOOK 26, PAGE 26, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. COORDINATE & BEARING NOTES: COORDINATES AND BEARINGS REFER TO STATE PL, i ANE NORTH AMERICAN DATUM 1983 (2011), FLORIDA EAST ZONE 901 AND ARE REFERENCED TO THE LATEST COASTAL CONSTRUCTION CONTROL LIN E PLAT. SEASONAL HIGH WATER NOTES: I 1. SEASONAL HIGH WATER (SHW) IS CALCULATED BY THE FOLLOWING FORMULA AS ESTABLISHED BY BEACHES AND COASTAL SYSTEMS, AND REFERS ONLY TO ATLANTIC OCEAN: (NAVD MHW + NAVD MLW) x 1.5 + NAVD MHW = NAVD SHW (0.52(RANGE)-2.69) x 1.5 + 0.52 - 5.335 FEET NAVD MHW = MEAN HIGH WATER, MLW = MEAN LOW WATER, SHW = SEASONAL HIGH WATER ALL ELEVATIONS REFER TO NAVD88. CONVERSION TO NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29) YOU MUST ADD 1.496 FEETI L-- MIN. S TACK REQ FRONJ SIDES. CNR SIDES�� SITE PLAN NOTES. - SITE PLAN FOR RESIDENCE AND PROPOSED ELEVATIONS SHOWN PER ARCHITECT PLANS BY TEAM ARCHITECHTURE INC. SURVEYOR'S NOTES: 1. BEARINGS REFER TO NAVD83(2011 ADJUSTMENT) FLORIDA �AST ZONE 901, REFERENCED ALONG CENTERLINE OF WATERSONG WAY. 2. (P)=PLAT MEASUREMENT, (M)=FIELD MEASUREMENT; (C)=6ALCULATED MEASUREMENT ,3. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RI@HT-OF-WAYS, EASEMENTS, OR !OTHER ENCUMBRANCES BY THIS FIRM. 4. UNDERGROUND UTILITIES NOT LOCATED PER THIS SURVEY. 5. q = CENTERLINE OF ROAD; ELEVATIONS REFER TO NAVIAP REVISED PROPOSED EL: 6-24-19 REVISED SITE PLAN: 5-21-12 REVISED NOTES. 3-15-19 LOCATION MAP NOT TO SCALE R V,n6d 9gLV�4 r3N9 1��j;*� i-E st,S!V . D , ;jf!- 3 2019 Permitting Department St. Lucie County, FL /RD5-_ 61 7114 FILE COPY ti r 0 ATLANTIC OCEAN '0' ZERO CONTOUR LINE MEAN HIGH WATERLINE IEL=0.52'NAVD88 22 0.3 T CHRISTIAN FENEX AND ASSOCIATES, LLC PROPROFESSIONAL SURVEYING AND MAPPING PLOCH FENEX ENVIRONMENTAL CONSULTING 3401 SW 72ND AVE., PALM CITY, FLORIDA NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL 0, P-0- BOX 2533, PALM CITY, FL 34991 RAISED SEAL OF A FLORIDA UCENSED SURVEYOR AND MAPPER, PH.(772)293-2977 EMAIL FENEXCCBELLSOUTH.NET FIELD SURVEY DATE 1 F.B. PG. SCALE W.O.# LICENSED BUSINESS # 6858 8 FOLDER 1" = 20' 218102