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HomeMy WebLinkAboutSurveysJPV TE LEGEND & ABBREVIATIONS RECORD SURVEY LYING IN SECTION 9, TOWNSHIP 36 SOUTH, RANGE 39 EAST SAINT LUCIE COUNTY, FLORIDA UNPLATTED ACREAGE FND 5/8" IRC 200.00' UNREADABLE FND 3/g" IR - - 0 TOP OF BANK 2pn nn, NO ID S 88°21'10" E _ - x S 88021'10" E 22,80 200.0_0' TOE OF SLOPE S 88021'10" E x X16,51 b gg TOE OF SLOPE x 33,58 Of—Df'—OP—OP—OP-4P—Up— ., ,- --°�—-0�-0w—°�-0�-0P�-F-nr—ur—ae OP OF ANK 3 —�c 17.60 °P—OP—ar— pP—av—ar—aP—pr—ar— —mac 19.52 50' DRAINAGE & UTILITY EASEMENT 20, —°"—°�—°�—°�——�—�- 20,49 20,64 - — )-x—x—x-t 20.54 x 20,34 x 20.50 1 I x 20.59 x x 20,06 I 5' FARM FENCE A ARC LENGTH A/C AIR CONDITIONER / \ BM BENCHMARK \ C CALCULATED FROM FIELD MEASUREMENTS C/L CENTERLINE CM CONCRETE MONUMENT \ CONC CONCRETE DEG OR DEGREE ELEV ELEVATION 23.38 �--- 75.0' fl FFE FINISHED FLOOR ELEVATION WELL -I FNDFOUND LOT 14 ID IDENTIFICATION NUMBER BLOCK A OCCUPIED / IP IRON PIPE IR IRON ROD IRC IRON ROD & CAP / TANK LB LICENSED BUSINESS 22 76 LS LICENSED SURVEYOR 88 M MEASURED DATA \ DRAINFIIID 22.82 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 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 REGISTERD LAND SURVEYOR R/W RIGHT-OF-WAY - - _ _ 200.00' 20$� ® WATER METER S 88°21'10" E & AND FND NAIL (IN CUT OUT) DRAIN INLET--' AT NO ID (BENCHMARK) DELTA ELEV+ 20.20' 20.00 , 20, _ 629.15' UTILITY POLE S 88°21110" E BASE BEARING S 88621'10" E 21, .5-67 FND 3/" IR NO ID o Lo O M 0 I W W W WI zJ UE x 120.48 20.36 x x 20,99 LOT 15 BLOCK A UNDER CONSTRUCTION x 20.20 x 20.51 0 m x 20,14 21.33' m BT 0 OPEN 32.33' d EXISTING FORMBOARDS B MINIMUM FFE 22.30' m AVERAGE ELEV. 2282 18.33' 17.33' g 7.67' N Go 30.00' FND 5/8" IRC UNREADABLE 200.00' S 88021'10 �9 ,18'�V L._ 8 DRAIN INLET j 'S Zp,3 200.00' S 88°21'10" E Sw n0 nor vr� ►.�vrtTRl"� FND NAIL & DISK UNREADABLE BENCHMARK S 88021'10" E - - EEEV--20.45' - - - - 200.00' LOT 22 BLOCK A OCCUPIED x 20.25 x --_-®c 22.47 wELL FND %"IR NO ID _x- _ _ 200.00' - �'-"-x 18.88 S 88021'10"E _ 49 200.00' <5 DRAIN INLET S 88°21'10" E DRAIN INLET --�E -- 3F x, FND 3/8" IR 200.00' - — NO ID LOT 21 BLOCK A OCCUPIED _ 375.46' S 88021'10" E f FND NAIL/ NO ID BENCHMARK ELEV = 20.78' PER'AITTING St. Lucie County, FL © �O 5' FARM FENCE r 'f' 1 L2-0748 r N MI — x -x 20.50 Irlx Al � M i &040— x x 20,54 /- ° I x /� O I LL I 75.0' x I / COMMUNITY PANEL NO. 12111C 0252 J, EFFECTIVE DATE x LOT 16 I BLOCK A I IL x OCCUPIED / --_-®c 22.47 wELL FND %"IR NO ID _x- _ _ 200.00' - �'-"-x 18.88 S 88021'10"E _ 49 200.00' <5 DRAIN INLET S 88°21'10" E DRAIN INLET --�E -- 3F x, FND 3/8" IR 200.00' - — NO ID LOT 21 BLOCK A OCCUPIED _ 375.46' S 88021'10" E f FND NAIL/ NO ID BENCHMARK ELEV = 20.78' PER'AITTING St. Lucie County, FL © �O 5' FARM FENCE r 'f' CENTER LINE OF APPALOOSA COURT, AS RECORDED IN PLAT BOOK r N MI 17, PAGE 3, PUBLIC RECORDS, ST. LUCIE COUNTY, FLORIDA, Al � HAVING A BEARING OF N88'21'10"W. O o x O I LL � 75.0' COMMUNITY PANEL NO. 12111C 0252 J, EFFECTIVE DATE (W') v1 FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN ONLY BE (A I IL s 91 igW O W LL_ 1 X\20.73 ORANGE AVENUE r I A 3. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE a F F BEEN LOCATED AND SHOWN HEREON. EDWARDS RD. i � >n Q 4. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUNDJ TANK 0 Z as q�EE NHITE aTY RO \E Q 23.10 --_-®c 22.47 wELL FND %"IR NO ID _x- _ _ 200.00' - �'-"-x 18.88 S 88021'10"E _ 49 200.00' <5 DRAIN INLET S 88°21'10" E DRAIN INLET --�E -- 3F x, FND 3/8" IR 200.00' - — NO ID LOT 21 BLOCK A OCCUPIED _ 375.46' S 88021'10" E f FND NAIL/ NO ID BENCHMARK ELEV = 20.78' PER'AITTING St. Lucie County, FL © �O LOCATION MAP LUGle Co. FL ��@ — t _Inst. Approved �1 STREET ADDRESS 11700 APPALOOSA COURT, PORT ST. LUCIE, FL. 34987 LEGAL DESCRIPTION LOT 15, BLOCK A, PONY PINES — UNIT ONE, ACCORDING TO THE MAP OR PLAT OF THEREOF, AS RECORDED IN PLAT BOOK 17, PAGE 3, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. GENERAL NOTES V Zw W n Q. a a Z oa >0w Wo LU n D N J Q 0 JN OU. Z0 a I' 1. THE BEARINGS SHOWN HEREON ARE BASED UPON THE r 'f' CENTER LINE OF APPALOOSA COURT, AS RECORDED IN PLAT BOOK r N MI 17, PAGE 3, PUBLIC RECORDS, ST. LUCIE COUNTY, FLORIDA, Al � HAVING A BEARING OF N88'21'10"W. O 2. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY O I LL � IS IN ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111C 0252 J, EFFECTIVE DATE (W') 0 FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN ONLY BE (A I IL s 91 igW O W LL_ a ORANGE AVENUE r I A 3. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE a F F BEEN LOCATED AND SHOWN HEREON. EDWARDS RD. i � >n Q 4. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUNDJ � 0 Z as q�EE NHITE aTY RO Q W 712 4� z U SITE Co 00 Co Z BEEN LOCATED ON THIS SURVEY, EXCEPT AS SHOWN. Z = - MCCARTY ROAD CD 6. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS PRIMA VISTA BLVD. y�j 1 LOCATION MAP LUGle Co. FL ��@ — t _Inst. Approved �1 STREET ADDRESS 11700 APPALOOSA COURT, PORT ST. LUCIE, FL. 34987 LEGAL DESCRIPTION LOT 15, BLOCK A, PONY PINES — UNIT ONE, ACCORDING TO THE MAP OR PLAT OF THEREOF, AS RECORDED IN PLAT BOOK 17, PAGE 3, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. GENERAL NOTES V Zw W n Q. a a Z oa >0w Wo LU n D N J Q 0 JN OU. Z0 a I' 1. THE BEARINGS SHOWN HEREON ARE BASED UPON THE r 'f' CENTER LINE OF APPALOOSA COURT, AS RECORDED IN PLAT BOOK r N MI 17, PAGE 3, PUBLIC RECORDS, ST. LUCIE COUNTY, FLORIDA, Q HAVING A BEARING OF N88'21'10"W. O 2. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY O I LL � IS IN ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111C 0252 J, EFFECTIVE DATE (W') I FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN ONLY BE (A I IL LL DETERMINED BY AN ELEVATION CERTIFICATE. igW O W LL_ r I Z 3. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE a F O CP BEEN LOCATED AND SHOWN HEREON. 0 00 i q N >P1 Q 4. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUNDJ � 0 Z FOUNDATIONS WHICH MAY OCCUPY LANDS OF OTHERS. Q W w z U 5. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT Co 00 Co Z BEEN LOCATED ON THIS SURVEY, EXCEPT AS SHOWN. Z = - CD 6. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS U) OFFICE FOR RIGHTS-OF-WAY, EASEMENTS OF RECORD, U - OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS OR MURPHY ACT DEEDS. 7. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. 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. Qw Z<mZ Qo1zT � 0 5 �z=o a601 ' tO 6ol - 5:,82)O �nZU N AWw U 6— z �zSws Z F=om �5: » 0 i f OKU � Zhao rn ¢FZa- d z 65§� z w 0': a € an owiWFF-�a §Urs Z_ Z o a z 2 © =foo wrcru 7� ZaG, o: 4wS =ooa aur C1 W <U DRAWN BYI CA 9. INFORMATION SHOWN HEREON IS BASED ON DEED AND FIELD MEASURED DATA. CHECKED BYI DA 10. THE LAST DATE OF FIELD WORK WAS MARCH 07, 2017. DATE, JULY 03, 2016 HORIZONTAL SCALE, 1'=30' GLOBAL POSITIONING SYSTEM (GPS) NOTES 1. REAL TIME KINEMATIC (RTK) METHOD WAS UTILIZED USING A TWO (2) DUAL FREQUENCY TOPCON HYPER GA II SYSTEM. 2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT. 3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING CARLSON SURVEY 2008. 4. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS MINIMUM STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE CODE (F.A.C.) 5J-17-051. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. SEAL HARLES ARNOLD DFESSIONAL SURVEYOR & MAPPER )RIDA LICENSE NO. 4971 3--zo/7 PRINTED DATE SHEET 1 OF 1 PROJECT N0. 16-525 r 'f' w r N MI > Q a O O I LL � /\ CV i L � W o O I a 0 m z a a I IL LL � igW O V W r I U allo Q F O CP => i q N >P1 x y � >: N �. 2 z I Y W z U U' � Co 00 m q LL U. .o .�. M w N O Qw Z<mZ Qo1zT � 0 5 �z=o a601 ' tO 6ol - 5:,82)O �nZU N AWw U 6— z �zSws Z F=om �5: » 0 i f OKU � Zhao rn ¢FZa- d z 65§� z w 0': a € an owiWFF-�a §Urs Z_ Z o a z 2 © =foo wrcru 7� ZaG, o: 4wS =ooa aur C1 W <U DRAWN BYI CA 9. INFORMATION SHOWN HEREON IS BASED ON DEED AND FIELD MEASURED DATA. CHECKED BYI DA 10. THE LAST DATE OF FIELD WORK WAS MARCH 07, 2017. DATE, JULY 03, 2016 HORIZONTAL SCALE, 1'=30' GLOBAL POSITIONING SYSTEM (GPS) NOTES 1. REAL TIME KINEMATIC (RTK) METHOD WAS UTILIZED USING A TWO (2) DUAL FREQUENCY TOPCON HYPER GA II SYSTEM. 2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT. 3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING CARLSON SURVEY 2008. 4. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS MINIMUM STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE CODE (F.A.C.) 5J-17-051. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. SEAL HARLES ARNOLD DFESSIONAL SURVEYOR & MAPPER )RIDA LICENSE NO. 4971 3--zo/7 PRINTED DATE SHEET 1 OF 1 PROJECT N0. 16-525 w > 0c � N o F z o a 0 m z a a J w a 0 o A � A A >P1 A W U U U m q 00 C) C:)CU .o .�. M w N Qw Z<mZ Qo1zT � 0 5 �z=o a601 ' tO 6ol - 5:,82)O �nZU N AWw U 6— z �zSws Z F=om �5: » 0 i f OKU � Zhao rn ¢FZa- d z 65§� z w 0': a € an owiWFF-�a §Urs Z_ Z o a z 2 © =foo wrcru 7� ZaG, o: 4wS =ooa aur C1 W <U DRAWN BYI CA 9. INFORMATION SHOWN HEREON IS BASED ON DEED AND FIELD MEASURED DATA. CHECKED BYI DA 10. THE LAST DATE OF FIELD WORK WAS MARCH 07, 2017. DATE, JULY 03, 2016 HORIZONTAL SCALE, 1'=30' GLOBAL POSITIONING SYSTEM (GPS) NOTES 1. REAL TIME KINEMATIC (RTK) METHOD WAS UTILIZED USING A TWO (2) DUAL FREQUENCY TOPCON HYPER GA II SYSTEM. 2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT. 3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING CARLSON SURVEY 2008. 4. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS MINIMUM STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE CODE (F.A.C.) 5J-17-051. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. SEAL HARLES ARNOLD DFESSIONAL SURVEYOR & MAPPER )RIDA LICENSE NO. 4971 3--zo/7 PRINTED DATE SHEET 1 OF 1 PROJECT N0. 16-525 0 m m m 9� LEGEND & ABBREVIATIONS A A/C BM C C CM CONC DEG OR ELEV FFE FND ID IP IR IRC LB LS M MON N&C NAVD NGVD NO OR # NTS OHP ORB P PG(S) PLS POB POC PRM PSM R RLS R/W & 0 ARC LENGTH AIR CONDITIONER / BENCHMARK CALCULATED FROM FIELD MEASUREMENTS CENTERLINE CONCRETE MONUMENT CONCRETE DEGREE ELEVATION FINISHED FLOOR ELEVATION FOUND IDENTIFICATION NUMBER IRON PIPE IRON ROD IRON ROD & CAP LICENSED BUSINESS LICENSED SURVEYOR MEASURED DATA MONUMENT NAIL AND CAP NORTH AMERICAN VERTICAL DATUM NATIONAL GEODETIC VERTICAL DATUM NUMBER NOT TO SCALE OVERHEAD UTILITIES OFFICIAL RECORDS BOOK PLAT DATA PAGE(S) PROFESSIONAL LAND SURVEYOR POINT OF BEGINNING POINT OF COMMENCEMENT PERMANENT REFERENCE MONUMENT PROFESSIONAL SURVEYOR AND MAPPER RADIUS REGISTERD LAND SURVEYOR RIGHT-OF-WAY WATER METER AND RECORD SURVEY LYING IN SECTION 9, TOWNSHIP 36 SOUTH, RANGE 39 EAST SAINT LUCIE COUNTY, FLORIDA UNPLATTED ACREAGE FND 5/8" IRC 200.00' UNREADABLE S 88021'10" E - - - - 0 TOP OF BANK . 200 nD 785'0'21 11 Olt E -- TOE OF SLOPE X 16.51- — - --"&,-&8 TOE OF SLOPE 19.61 TOP OF BANK °� aP—aP—nP—aw—aP—uP—mP— 3 uP—aP—aP—aP—aP—ar—pP —pP 50' DRAINAGE & UTILITY EASEMENT __x_ x — x — x -- FAM FENCE 0,42—_ x—xx- x—x— x — x_x —x_ x—22tT,37 X � x 20.34 x 20.50 FND %e' IR NO ID —x 22,80 200.00' -- S 88021'10" E -- —x 33.58 —x 17.60 _ 19.52 0.49 —ff—ff—at — x — x -x 20,54 1 x x 20,59 X 21. 0 1,44 15' FARM FENCE POND �I 1,0 x M / x \ x .ss 20105 I � IIx .23 21,02 x x 20.99 x 20,14 'L2$49 — x -x 20,50 \ 21.90 Lo \ 21.69 co TI& 20-43— x x 20,54 /- 22,40 Ox x / 23,38 >0--- 75.0' O 55.0' �I wE1a, o -Dad< 2 34 2133' x X LOT 14 o mly BLOCK A I� m x x LOT 16 / _I+ 22,12 6.67' POOL CAGE m x 20,25 I BLOCK A OCCUPIED � I- x 20,20 PUMP COVERED - 13-00' " x / OCCUPIED w w PORCH 0 / 32.33' LOT 15 15' FARM FENCE TANK vwi ® .11 21 84 0 i 0 22.76 L�.x N BLOCK A ox x 75.0' 88 22,82 1 STORY CBS ov nr 1r r> r F RESIDENCE x x \ _ 8.33 FFE = 22.83' 2 24 0 O 71.7' 17.33' 06 ENTRY III � i 20,73 x X20.48 2 .11 `. 21.85 21,82 x +� II � + \ FND NAIL (IN CUT OUT) AT NO ID (BENCHMARK) DELTA v ELEV+ 20.20' — UTILITY POLE S 88'21'10" E 211.50' 200.00' S 88°21'10" E 629.15' S 88°21'10" E BASE BEARING 18,43 DRAIN INLETI 20.00 20, FND 3/a" IR NO ID ix 5' FARM FENCE x 7.51 + o M coxcxsrE \ 2}7. 4 + TANK / 23.10 21.90 + o PUMP 55,0' N 30.00' 21.89 / 20 65 x _ 75.0' x+ 0.88 + + FND 5/8" IRC UNREADABLE + 200.00 x — x - 0,31 20 9 39 , 0 53 + / I266 wELL / m x I /5' FARM FENCE x 20.46' —x_e S 88021'10" E i DRAIN INLET _`��,SO ,.20 18'52 _ coxcRETE_ � 200.00' 20.24 20.30 S 88°21'10" E -VLU3PALGOvA�vv^^' q.�7tr — FND NAIL & DISK UNREADABLE BENCHMARK S 88°21'10" E - ECEV-= 20.45' - - - - 200.00' LOT 22 BLOCK A OCCUPIED FND 3/" IR NO ID 18.88 22.47 VVEU _ 200.00' S 88021'10" E - _)0 49 200.00' DRAIN INLET S 88021'10" E DRAIN INLET — — -- x-- x X FND 3/8' IR 200.00' NO ID m c:1 LOT 21 BLOCK A OCCUPIED _ 375.46' S 88°21'10" E J� FND NAIL/ NO ID BENCHMARK ELEV = 20.78' LOCATION MAP NOT TO SCALE STREET ADDRESS 11700 APPALOOSA COURT, PORT ST. LUCIE, FL. 34987 LEGAL DESCRIPTION LOT 15, BLOCK A, PONY PINES - UNIT ONE, ACCORDING TO THE MAP OR PLAT OF THEREOF, AS RECORDED IN PLAT BOOK 17, PAGE 3, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. GENERAL NOTES '701- OL4 1. THE BEARINGS SHOWN HEREON ARE BASED UPON THE CENTER LINE OF APPALOOSA COURT AS RECORDED IN PLAT BOOK 17, PAGE 3, PUBLIC RECORDS, STCIE COUNTY, FLORIDA, HAVING A BEARING OF N88'2110" 2. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111C 0252 J, EFFECTIVE DATE FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN ONLY BE DETERMINED BY AN ELEVATION CERTIFICATE. 3. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED AND SHOWN HEREON. 4. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS WHICH MAY OCCUPY LANDS OF OTHERS. 5. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED ON THIS SURVEY, EXCEPT AS SHOWN. 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. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. 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. INFORMATION SHOWN HEREON IS BASED ON DEED AND FIELD MEASURED DATA. 10. THE LAST DATE OF FIELD WORK WAS MARCH 02, 2018. GLOBAL POSITIONING SYSTEM (GPS) NOTES 1. REAL TIME KINEMATIC (RTK) METHOD WAS UTILIZED USING A TWO (2) DUAL FREQUENCY TOPCON HYPER GA II SYSTEM. 2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT. 3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING CARLSON SURVEY 2008. 4. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS MINIMUM STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE CODE (F.A.C.) 5J-17-051. 6 Z� � W � a' a I al Z � I r_ O 1 W LLu i � I I U 0 J p J U) OWI LL I Z o CL Q 2 �0 M W oLL v� M Q�N Ua V W 0 a It J W rj, v > U. w N ~ N v0 * o U. } T 3 Co _ Lu > O = w Z N Y ~ z IJJ co c U co LL a LL O DRAWN BY1 CA CHECKED BY1 DA DATE; JULY 03, 2016 HORIZONTAL SCALE; 1"=30' NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. SEAL_ dARLES ARN LD iFESSIONAL SURVEYOR & MAPPER RIDA LICENSE NO. 4971 3 -- —1f PRINTED DATE SHEET 1 OF 1 PROJECT N0. 16-525 r Q w wzn � Z� �Qz O Z� a0�$^ r w �o w � LLL z o w Q o 0.l z Ldd J uj n z o Zoo CD Uw_lO -1 0,oz w a Nwa¢ n Ga > A ca Q w n U O¢om a a a ? Z�ER J LL J�¢om U U U U W CD r- �0 �D > \ 0 \ 0 \ or.` \ 0 \ -'j \ \ `r ()Jp Q DRAWN BY1 CA CHECKED BY1 DA DATE; JULY 03, 2016 HORIZONTAL SCALE; 1"=30' NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. SEAL_ dARLES ARN LD iFESSIONAL SURVEYOR & MAPPER RIDA LICENSE NO. 4971 3 -- —1f PRINTED DATE SHEET 1 OF 1 PROJECT N0. 16-525 Q wzn � Z� �Qz O Z� a0�$^ LLL �wz¢ N J K W Zoo CD Uw_lO -1 0,oz w a Nwa¢ rw v U O¢om cA w ? Z�ER J LL J�¢om Z DDw 0_ Z > 0Z owl K ar Z z O UD) oz �Fwa Q Q Q o ¢cct Z � wwtrn g %,- _J w w Z 0 '00%,- wa"w (7 Q w a 'om m I- = (n Z w=moo 2 ars w 7)— i ozro Z2cn o 1 � U ¢z UQ U LL MW%0� n Z 'wwpc OU '��n U �Zaw� U Q w 2 U z0ow � <X=>- J 0aa0� (� <aow DRAWN BY1 CA CHECKED BY1 DA DATE; JULY 03, 2016 HORIZONTAL SCALE; 1"=30' NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. SEAL_ dARLES ARN LD iFESSIONAL SURVEYOR & MAPPER RIDA LICENSE NO. 4971 3 -- —1f PRINTED DATE SHEET 1 OF 1 PROJECT N0. 16-525