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HomeMy WebLinkAboutSurveyFND RR SPIKE c, FND NAIL FND 3�4" IP IN CUTOUT IN FACE OF PP ss2 (NO ID) NW CORNER OF THE NE 1/4 OF ��- SECTION 33 NORTH LINE OF NE Y/4 SECTION 33, TOWNSHIP 35 SOUTH, RANGE 39 EAST _- - -- o �T7" SITE PLAN 7� 9A' O Al A �A m ST. LUCIE COUNTY i FND NAIL I BENCHMARK (HENRY) (NO ID) ELEV. = 18.88' NAVD OF 1988 LOCATED IN SECTION 33, TOWNSHIP 35 SOUTH, RANGE 39 EAST d �,E I o 91 ; SAINT LUCIE COUNTY, FLORIDA O ORANGE AVENUE O IU) O / SI TE FOPD EDWARDS RD. W I / 11 MILE RDACID y O� M / N �/ / DKEEEE 772 WHITE CITY ROAD Z 0' 30' 60' 90, z W Q I / / A1A i ¢ Cl) WEST LINE OF NE L/4 SECTION 33, / / DIRT RAMP 8'9 ryy� x 18.3 PRIMA VISTA BLVD. y LEGAL DESCRIPTION Im TOWNSHIP 35 SOUTH, RANGE 39 EAST 102,5 0.g� 17.5 ALL THAT PART OF THE WEST 1/2 OF THE SOUTHWEST 1/4 I / `� 7�1s.o' OF THE NORTHEAST 1/4 OF SECTION 33, TOWNSHIP 35 /„ EDGE OF WATER 9 6% o SOUTH, RANGE 39 EAST, LYING SOUTH OF TEN MILE CREEK �' $ �g$y2 I LOCATION MAP / '�^j ��� 4, FOUND 5/g ° IRC NOT TO SCALE (CATHENAL EAST� 061)FEETSS CANAL THEREOF. AND ROAD RIGHT OF WAY AND I I /$0yOD 89 LS # 3435 CONTAINING 123470.0 SQUIRE FEET OR 2.83 ACRES +/- I C/L 11 MILE ROAD / �j`� EDGE OF WATER 16,1 �� 1� 39 4.4 x 17.3 STREET ADDRESS / -s O. 9,9 26 k ° 11298 MULLER ROAD, FORT PIERCE, FL. 34945 ARMY COR OF ENG 11.7 I / 1� � PROPERTY LINE S63 � BENCHMARK (FCE-4804) I I / 4.7 X 1&1 ELEV. = 17.74' NAVD OF 1988 8.9 x 15.6 x 17.3 Z N\GN WP�R x 10,3 16,6 x x 7.2 P RpGE TOP OF BANK s6$X5487W 14,3 19" ZONE "AEW " x 16.5 GLOBAL POSITIONING SYSTEM GPS NOTES 8,6 3 x 1s.s � FLOODWAY B' LEGEND & ABBREVIATIONS 3,9 x 15.8 x 16.8 1. REAL TIME KINEMATICS (RTK) METHOD WAS UTILIZED A ARC LENGTH A x 15.5 USING CARLSON BRX-6+, 372 CHANNEL GNSS ATHENA, WITH 10.3 ya?1 e ATLAS L-BAND RECEIVER. A/C AIR CONDITIONER I I 6y �2G x 15,7 x 16,2 r BM BENCHMARK ( CONCRETE BRIDGE 8'34 S x 14.8 172 _ 2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN P° C CALCULATED FROM FIELD MEASUREMENTS 16.6xX_ 17.2 ESTABLISHED CONTROL STATION WHILE A ROVING RECEIVER I u, 19.1 x 16,4 GRAVEL 61.1' C L CENTERLINE PROPERTY LINE ' 19.0 6.76 POOL DECK LOCATES EXISTING MONUMENTS IMPROVEMENTS AND w / x 15,9 16.9x 19.9, � CONCRETE x 16,8 LIGHT POLE CONTROL ON THE PROJECT. a CM CONCRETE MONUMENT STEPS 8.8 r R 1 PROPERTY LINE ,�°' 19. '�. 17.0x /1 3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND CONC CONCRETE I I 13.9 x 17 3 x 16 3 A a �L3 o A Q 0 0 w W w N 06 w W U a Q 0 Fl L7 Z t o � d� pq LLD N 0 m La7 P W (Z f-1 O W W La CL' �l 0_ A Uaaa (0 0 V) o0 L r00¢ CL o w � 0 0 � C3Z� a 0 13 di d a d a a a A a AAAA�AQAAA�A w aaaa>a>AWnaaa m A m P4 w G] 0 m P4 A 0- A a ¢ a a Q' ¢ f ¢ ¢ a � ¢ ¢a¢ a a a a a a¢ a¢ U U U U U U U U U U U U N O N ON � 0, OD W r., � VO �0 N N CU CD N O o N N ti N CU � N, N N N N �-, N CU CO . � C� i~ 10 CU o LO CU M o t� CU .--� Cu ON I- ON 00 (U as 00 OD 0 0 0 .-, o 0 0 0 0 0 0 0 DEG OR DEGREE 1� N x 15.2 17.0 1 3 18,a p00L 1 9 17.3 ADJUSTED USING CARLSON SURVEY 2018. I 29 151.2' 00 1 X ' ELEV ELEVATION I 8 s62 19,43A/C & <, 18.8 20.1 19.4 o POLE x 4. THE HORIZONTAL AND VERTICAL TARGET ACCURACY FOR FFE FINISHED FLOOR ELEVATION BARN x o THIS SURVEY EXCEEDS MINIMUM STANDARDS OF PRACTICE �,a 8.8 � ' x 17.7 DOG 13.7 A o a PER FLORIDA ADMINISTRATIVE CODE (F.A.C.) 5J-17-051. FND FOUND LIGHT POLE 010 L 3oPO��F SEPTIC 19.6 LOT v� o ID IDENTIFICATION NUMBER II 14.4 x 16,4 ti o 19.0 AREA x 17.9 19_8. 17>4 55.1' x `o IP IRON PIPE I I ��� oy� x 18, x 20.0 17,1 x KENNEL 6 ��9 x 14.5 �7a' 6 19.5 GRAVEL I ql FFE = 17.1' IR IRON ROD ti 1 STORY CBS iIRC IRON ROD & CAP x 15,0 RESIDENCE 17.2 8• COVERED `'�'a' FFE = 21.0' 19,7 3.5' PARCEL # 2333-133-0002-000-2 GENERAL NOTES LB LICENSED BUSINESS I p� 15.0' X 14.8 ENTRY x UNPLATTED 168.3' a9. OCCUPIED 1. THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS RESIDENTIAL. LS LICENSED SURVEYOR II oo FOUND %$^ IRC x 17.2 1769 TILT x >43% ry20.9& 17,7 x 17.4 1 •1 DAVID LOUNDS M MEASURED DATA 118 7 "' 4 LS # 3435 18,0 ^�s $ o� 4' METAL J x x 11170 MULLER RD 2. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP OR REPORTS PROPOSED 2.T X 4.5 1 ,8 MON MONUMENT 17.72 $ '� ti, FENCE 16 7 x x 16,8 THEREOF ARE NOT CERTIFIED BY THE SIGNING FLORIDA LICENSED SURVEYOR & 118.6 .0 17,4 zoss' a 18.45 CONCRETE PAD MINIMUM 16.7I - X MAPPER. TOP ELEV. = 19.2' xX N&C NAIL AND CAP x 17,2 1,0426$ x 17,3 x 16.16,2 NAVD NORTH AMERICAN VERTICAL DATUM X16.2 9 19 45 PAVER 17.0 1 •0 81.3' 3. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE BRICK AND ORIGINAL SEAL OF THE SIGNING FLORIDA LICENSED SURVEYOR & MAPPER. NGVD NATIONAL GEODETIC VERTICAL DATUM 4' POLYVINYL CHLORIDE FENCE 1g0' NO OR # NUMBER 17,77 _lr17 44 CONCRETE 4. THE BEARINGS SHOWN HEREON ARE REFERENCED TO/BASED UPON THE NTS NOT TO SCALE 17.6 DRIVE a 18 0 79.6' WEST LINE OF THE NE 1/4 OF SECTION 33, TOWNSHIP 35 SOUTH, RANGE 39 EAST, 17,9 ZONE " AE " x OHP OVERHEAD UTILITIES I I x 17.8 X FLOODWAY z � 17,57 18,2EXISTING WITH A BEARING OF S 00 05' 05" W, ASSUMED DATUM. STORY PIG BARN ORB OFFICIAL RECORDS BOOK - 1 I 17.48 P PLAT DATA 3 17,60 rn FFE = 18.7' 5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE AE-18.2', ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL PG(S) PAGE(S) 177b N � �c 17.8 d x 16,8 NO. 12111 C 0164 J, EFFECTIVE DATE FEBRUARY 16, 2012. THE EXACT 19.02 PLS PROFESSIONAL LAND SURVEYOR x u�i o' / x 17.1 DESIGNATION CAN ONLY BE DETERMINED BY AN ELEVATION CERTIFICATE. POB POINT OF BEGINNING I � u)i �/ o m 17,50 2 X 6. ELEVATIONS ARE IN NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988, POC POINT OF COMMENCEMENT I 67.0' x 18,2 331.0' REFERENCE BENCHMARK BEING ARMY CORP OF ENGINEERING BENCHMARK PRM PERMANENT REFERENCE MONUMENT I - i - 18.3 41.1' x "FCE-4804" WITH AN ELEVATION OF 17.74'. x 16.8 T PSM PROFESSIONAL SURVEYOR AND MAPPER GRAVEL n 1 STORY CBS w GRAVEL R RADIUS DRIVE GARAGE 17,3. 7. INFORMATION SHOWN HEREON IS BASED UPON DEED AND FIELD FOUND / 3 - ° o 8° IR `° FFE - 19.3' 18.1 MEASURED DATA. RLS REGISTERED LAND SURVEYOR IN CUT OUT I 17.0 17.8 18,2 x 0.28 17.54 x 17,2 (NO ID) - 41A' * 17.7 4' POLYVI YL FOUND 2X2 CM R/W RIGHT-OF-WAY I 17 42 m `° CHLORIDE F NCE I (NO ID) 8. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED STATES ® WATER METER 118 oEp FOUND 3X3" CM oN N 11 9' STANDARDS, IN FEET AND DECIMALS THEREOF. (NO ID) X 17.9 & AND � 17,6 � PUMP HOUSE N 89050'30" E 439.02'M 17,2 17.4 15. ' 1 _ _ - - - - - 11 _ _ - - - - - - 9. THE HORIZONTAL AND/OR VERTICAL ACCURACY FOR THIS SURVEY MEETS © AT I 16.5 x 173 x 16.7 x 17.2 16.7 17.3 16,8x OR EXCEEDS THE MINIMUM TECHNICAL STANDARDS AS REQUIRED UNDER F.A.C. 15,65 � 16. 7 2 X J7'7 FND NAIL & DISK DELTA I I u x----� 16,52 17.88 - __ - 141 _45'$ -- 1 -.._ 5J 17.051. 6 o\, __-}'/;-1 --.. _._. --._ x�7,2 __-To, 17.7 18.09 UNREADABLE UTILITY POLE _ ____ 11. 17,95 '-- -18,48 - - 8 4� -- - --_-- _ - ° --- -1g- N 89°50'30" E 454.12'M _ 333.92'M _N 89 50'30" E - 10. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED -. -11J R-R0AD - - - - - - - - - - 2 7 67 M - - - AND SHOWN HEREON. FOUND 3/4- IP IN CUTOUT -- - - - - - - 50' R/W S 89042'15" W 0.86 - 64 - - 18,2� _ SW CORNER OF NE 1/4 SECTION 33 ,2 cJ-.. --- - --- --� - N 18.27 FND 1' IP i7�OA SOUTH LINE OF NE 1/ SECTION 33, TOWNSHIP 35 SOUTH, RANGE 39 EAST o IN CUT OUT 11, UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN I17.43 FOUND RAILROAD SPIKE 4 AT C/L INTERSECTION LOCATED ON THIS SURVEY, EXCEPT AS SHOWN. I I BENCH MARK - - - - - - - - - - - - - - - - - - - - - - - - - - BENCH ION = 17.47' 12. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS 117,55 1 ,30 WHICH MAY OCCUPY LAND SURVEYED OR LAND OF OTHERS. ZONE "AE" w FLOODWAY 13. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR °i RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENT'S DEED CO IT m l o I UNPLATTED RESTRICTIONS OR MURPHY ACT DEEDS. O I OCCUPIED I 14. THERE DID NOT APPEAR N Z LOT 1 LOT 2 OAK CREEK ESTATES OAK REEK ESTATES TANY GOPHER TORTOISE ACTIVITY ON THIS PLAT BOOK 8, PAGE 81 PL BOOK 8, PAGE 81 / SITE WHEN SURVEY FIELD WOF�K WAS COMPLETED. / I FND OLD WOOD POST 15. THE LAST DATE OF FIELD WORK WAS FEBRUARY 14, 2020. / IN ASPHALT CUT OUT SOUTH LINE OF SE 1/4 SECTION 33, TOWNSHIP 35 SOUTH, RANGE 39 EAST / DRAWN BY, CA CHECKED BY, CA DATE, JULY 05, 2015 HORIZDNTAL SCALE, 1'=30'