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HomeMy WebLinkAboutRECORD SURVEY 12-12-22go 9 Ti 01 30' 6 90 IF THIS BAR DOES NOT MEASURE 1 INCH, THE DRAWING IS NOT TO SCALE LEGEND & ABBREVIATIONS A A/C BM C C/L CM CONC DEG OR ELEV FFE FND ID IP IR IRC LB LS M MON N&D NAVD NGVD NO OR # N TS OHP ORB P PG(S) PLS POB POC PRM PSM R RLS R/W & 0 RECORD SURVEY LOCATED IN SEC ON 7, TOWNSHIP 35 SOUTH, RANGE 40 EAST, AINT LUCIE COUNTY, FLORIDA FND 5/a" IR (NO ID) WELL AND SEPTIC OUT OF RANGE WEST LINE OF THE SW 1/4 OF SE 1/4 OF SECTION 7, TOWNSHIP 34 SOUTH, WO ARC LENGTH AIR CONDITIONER BENCHMARK CALCULATED FROM FIELD MEASUREMENTS CENTERLINE © - E. CHRISTENSEN CONCRETE MONUMENT - O`1407-433-0020-000-8 PARCEL # CONCRETE r O VACANT DEGREE 0 ELEVATION FINISHED FLOOR ELEVATION FOUND IDENTIFICATION NUMBER IRON PIPE IRON ROD IRON ROD & CAP FND 5/a" IRC LICENSED BUSINESS 3o.a' LB # 7025 302.26 LICENSED SURVEYOR N 89"5840" E MEASURED DATA MONUMENT NAIL AND DISK NORTH AMERICAN VERTICAL DATUM I NATIONAL GEODETIC VERTICAL DATUM ---------------- NUMBER DRAINFIELD NOT TO SCALE OVERHEAD UTILITIES OFFICIAL RECORDS BOOK PLAT DATA 40 EAST FND /a" IR NO ID 0.95' WEST x 19.9 %" IRC # 6912 livF FND a" IRC LB 7056 19.6 x x 19.4 FN %" IR (NO ID) 1.3' WEST PAGE(S) PARCEL # PROFESSIONAL LAND SURVEYOR I 1 STORY CBS 1407-433-0025-000-3 RESIDENCE POINT OF BEGINNING POINT OF COMMENCEMENT PERMANENT REFERENCE MONUMENT PROFESSIONAL SURVEYOR AND MAPPER RADIUS REGISTERED LAND SURVEYOR RIGHT-OF-WAY WATER METER WELL AND AT DELTA FND 5/a" IR (NO ID) UTILITY POLE FND 4X4" CM, NO ID, SE CORNER OF SW 1/4 OF SECTION 7-34-40 BASE BEARING N 89'58'40" E 19.7 x x 19,3 mvxj NATURAL AREA 3: x 19.7 in : O tT , o 7 , o O cn m x 19.4 NATURAL AREA 0 FND S/a" IR (NO ID) I EAST LINE OF THE W 1/2 OF SW 1/4 OF NE 1/4 OF SECTION 7, TOWNSHIP 34 SOUTH, RANGE 40 EAST I I R. ROBINSON PARCEL # 1407-433-0005-000-7 VACANT x 1910 9° 9 02' W 302.26' M M O V 1 0 W O 1 LL I CO)O1 U) W yq 1 V p V W ao w I v > 1 LLLL a N IL V1 I p aF 00 1 = > ao I O ti U) > 1� Z 1 Y W I Z z 00 CD = 00 IL NOT TO SCALE STREET ADDRESS 5261 BALD CYPRESS TRAIL, FORT PIERCE, FL 34951 619 LEGAL DESCRIPTION 19.5 I THE SOUTH 1/2 OF THE NORTHEAST 1/4 OF THE SOUTHWEST IFI 1/4 OF THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4, LESS I0 2 1 19.4 THE EAST 30 FEET AND LESS THE NORTH 30 FEET, LYING AND T BEING IN SECTION 7, TOWNSHIP 34 SOUTH, RANGE 40 EAST, 19, I� x0,0 ST. LUCIE COUNTY, FLORIDA. FND a" J.RC LB # 79 3 RECORDED IN OFFICIAL BOOK 4667, PAGE 1461 1$ 18, 0.0 I PARCEL NO: 1407-433-0010-000-5 x 18,9 16'47 INv 18•s q I GENERAL NOTES C1 -y \INDRIOROAD SITE a ORANGE AVENUE PICAS D O �Z EDWARDS RD. pyCEE 712 WHITE CITY ROAD "+ AIA W y PRIMA VISTA BLVD. ' LOCATION MAP 21? I 1. THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS X-------------- , RESIDENTIAL. SEPTIC 21• A x 19.0 1(6& 16� coo 2. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP IS 21,4' x 21.8 L----- ®- -- ?-x 2L3 o I NOT CERTIFIED BY THE SIGNING FLORIDA LICENSED SURVEYOR & 170.4' 21.8'x10.3' 84.5' co MAPPER. J Z o 0 Z 0 w J Q 3 0 ~ _j Q Z ~ A ¢ o M Z o > Ld V1 ll w A A A A A Q a a a ¢ r U U U W (U (U CU CU N CU 0 0 0 (U w (U w \ \ \ H 0 o 0 CO q Cu cu to Cu (U o 47.3' o ro w= ru 5 COVERED I 3. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE w o W ENTRY I ORIGINAL SIGNATURE AND SEAL OF A FLORIDA LICENSED Y Q PARCEL # ova N 18 SURVEYOR & MAPPER. Z - Tz . 1407-433-00 f 0-000-5 i + 19.25 -_ _ _- Qco 0 VACANT 10.31 4. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE �WZ¢ x 19,2 1 STORY CBS 1 9 8 o RESIDENCE /92 SOUTH LINE OF SE 1/4 OF SECTION 7 TOWNSHIP 34 SOUTH, w w N r J o��= N FFE=22.75' j 70.2' ,6 18,6 RANGE 40 EAST, HAVING A BEARING OF N89°58'40"E LYING AND ¢ LL `0N� 170.6' 219 59 5' 6 Ok.% ?' ti BEING IN SAINT LUCIE COUNTY FLORIDA. (ASSUMED DATUM) ci a J sN9g W J 22,26 22.25 ri N I Z w O �N�w 21,5' X ASPHALT o 5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY w O Q v z 0o&w 9 20,0 8 MILLINGS '0 w �` ISINZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, Z Z U LL w cSFaom � 21 5 o/ I I MUNITY PANEL NO. 12111 C 0070 J, EFFECTIVE DATE O ¢ z �ZN cri_�l// 0� ` FEBRUARY 16 2012. z w w�`�� CONCRETE m W > rnp�� 2 PARKING (!) W -� 3 ci °� z O~ Z a o 1�C� q0 20,4' 1� I 6. ELEVATIONS, IF SHOWN, ARE IN NORTH AMERICAN VERTICAL Z p A rFwa 16.47 N DATUM NAVD OF 1988. Q U ~ a <=CN INV ( ) H 2 p U) o o� N 89`58'40" E 20,0= —sWAL .�� 3— 1 30.0' I w w w <c p � -aR, 7. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED � Z U ¢ -wo'm 302.26'M 5 " m I STATES STANDARDS, IN FEET AND DECIMALS THEREOF. U a w Q w = WW�Q FND /a IRC I I LL Q w cD - LB # 7903 q 9 w U` � c o BENCHMARK 19 i9J9 8. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE gOf Q >-0Zz x 19.9 I BEEN LOCATED AND SHOWN HEREON. J 0 w } pO 0o� x 19,2 ELEV=f8.28' 19,4 U O w U 4ZD3 x 19,1 9, Z o0 18, 7.0 9. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT ¢ j �Nw= BEEN LOCATED ON THIS SURVEY. w O 0,0 U DZ w 10. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND W �`w= z FOUNDATIONS WHICH MAY OCCUPY LAND SURVEYED OR LAND OF V zooa W Q�rr w OTHERS. J 'wz C. EPPS I h F J o PARCEL # W N 11. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS y QdOW 1407-43vA00vT5-000-6 oc w OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, SOUTH LINE OF THE SE 1/4 OF SECTION 7, TOWNSHIP 34 SOUTH, RANGE 40 EAST FND %" IR (NO ID) 0 FND 5/a" IR 0 (NO ID) SNAIL KITE LANE 15'DIRT 60'INGRESS & EGRESS EASEMENT 664_38' DRAWN BY: CA CHECKED BY: CA DATE: JANUARY 15, 2022 HORIZONTAL SCALE: 1 "=30' 1. REAL TIME KINEMATICS (RTK) METHOD WAS UTILIZED USING h o CARLSON BRX-6+, 372 CHANNEL GNSS ATHENA, WITH ATLAS p L—BAND RECEIVER. NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND, SEAL OF A 0 FLOW139. NCENSED-SSURVEYOR & 2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN MAPPER:--- 10 ESTABLISHED CONTROL STATION WHILE A ROVING RECEIVER = I LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT. 3. GPS SURVEY MEASUREMENTS WERE PROCESSE[ED ADJUSTED USING CARLSON SURVEY 2018. ,,,,,,WFVB,,yMM,,,,(�}} 4. THE HORIZONTAL AND VERTICAL TARGET AC( tO I"VTHIS CHARLES ARNOLD SURVEY EXCEEDS MINIMUM STANDARDS OF PRACTICE PER FLORIDA PROFESSIONAL SURVEYOR & MAPPER FLORIDA LIC SE NO 4971 ADMINISTRATIVE CODE (F.A.C.) 5J-17-051. 5. THE COORDINATES SHOWN HEREON ARE RELATIVE TO THE PRI�E D PE FND 1" IPC FLORIDA STATE PLANE COORDINATE SYSTEM OF THE NORTH UNREADABLE SHEET 1 OFED 1 AMERICAN DATUM OF 1983 (2007 ADJUSTMENT). PROJECT N0. 22-503 U) 0 OWNERSHIP, ABANDONMENT S DEED RESTRICTIONS, OR MURPHY : W w ACT DEEDS. f u.l °5 aw I 12. THE LAST DATE OF FIELD WORK WAS DECEMBER 10, 2022. Uz Q m GLOBAL POSITIONING SYSTEM (GPS) NOTES