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HomeMy WebLinkAboutBOUNDARY SURVEY 6-12-18w SET 5/8 IRC LB # 7903 MIN. FRONI SIDES CNR S 0 0' 80, 160' 240' 4E FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS 5(o-Sr-I S 55674 & Well#t51 ZeZ5 Date: 7i /f Revie r: 2715.13'C S 89`3336" E SET 5/8 IRC LB # 790 - - 1357.60'C FND 3X3 CM S 89`3336" E--4 UNREADABLE REQ. BOUNDARY & TOPOGRAPHIC SURVEY LOCATED IN SECTION 26, TOWNSHIP 34 SOUTH, RANGE 39 EAST SAINT LUCIE COUNTY, FLORIDA CENTER OF SECTION 25.0' NORTH LINE OF THE SW Y4 OF SECTION 26, TOWNSHIP 34 SOUTH, RANGE 39 EAST 25 .0'\ 1277.58' 19.7 dHQ�LH�- dH0 - dH0 - dHD - dH0 - dN0 - dH0 - d�0 - dH0 - dH0 - dH0_- dH0 - dH0 - dH0 _ dH0 - dHD - dH dH0 - 0 - S 8903336" E NO 5/8 IRC PROPOSED 75' WIDE C INGRESS & EGRESS FND 5/8 IR 19.7 LB # 79 EASEMENT LB # 7953 . 19.6 } iq ASPHALT MILLINGS DRIVE *,19. $ • - 17.1 x8 x-x-x-X-x-x-X--X-x-x-x-x- 1 3 I x e � I cc O 3 DAVID FORGET6 ;h DAVID FORGET III x C pAaCE1 ID 1326-312-0001-000-9 M PARCEL ID 1326-311-0005-000-4 M V- It M DEED BOOK 525, PAGE 211 of OR BOOK 314, PAGE 1450 rx M 0 O x � I c y x I FND 5/8 IRC -FI x LB # 7903 I FND 3X3 CM BENCHMARK x 4' FARM FENCE - x-x-x-x-x-x-x-x-x-x-x-x-XI• l�t�REAPABLE FND 5/8 IRCx ND5/so3 aj 3 467.00 u " ELEV. = 19.22' S893336 E 19. S 89'3336" E I 1% PROPOSED 60' WIDE x ' SET 5/8 IRC , 1357.96 C i ;h INGRESS & EGRESS LB # 7903 4' FARM FENCE kC1813-x-x-x-� -x-x0 N0) FIM EASEMENT FENCE x FND 5/8IRC 237.35 Dr-X-x-x-X4' x-x-x-x-x- -x (: - LB # 7903 O S 89'33�B' E 5zZ00' GLOBAL POSITIONING SYSTEM 4' FARM FENCE S6 333 E 59 .75 16.0 x x 19111 I x x I I x x x PROPOSED 60' WIDE GRESS & EGRESS x EASEMENT x I 3 I o h M I x c x 0 3.1 I N 17.9 x I z�.s• x x 3I I I I I x x I I x x --x 19.1 18.4 18.0 HP OHP 0111' - OHP - OHP - 0HP - OHP - OHP - (HF0- OHP - OHP - OHP - OHP - OHP - OHP - OHP -, 0HPO-I OHP x I x �B S 89'33'36" E ySET 5/8 IRC -„... LB # 7903- O m $ n x r x tp c n 5 18. H NIIIg z6.0' N x Q w m M w 0 (GPS) NOTES 1. G.P.S. SURVEY METHOD: REAL TIME KINEMATIC (RTK) F- 2. G.P.S. RECEIVER TYPE: TWO (2) DUAL FREQUENCY TOPCON HIPER GA -II SYSTEM WITH CHANNELS (L1 & L2). o In 3. THE ORIGINAL GPS RTK MEASUREMENTS LOCATED ON MAY e M � M 22, 2017. TYPICALLY, A BASE RECEIVER IS SET UP ON AN 1.0 a ESTABLISHED CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND/OR 0 18.7 3 o TOPOGRAPHIC DATA AND CONTROL THROUGHOUT THE PROJECT AREA. REAL-TIME COORDINATE COMPUTATIONS AND N PRECISION INFORMATION ARE DETERMINED VIA RADIO/MODEM LINK WITH THE BASE STATION AND RECORDED AS THREE z DIMENSIONAL (31D) POSITIONS. 4. G.P.S. SURVEY MEASUREMENTS WERE PROCESSED AND o In ADJUSTED USING CARLSON SURVEY 2008 AND A CARLSON C o SURVEY + DATA COLLECTOR. a? 5. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY IS N AS FOLLOWS: _ HORIZONTAL: 1 OMM + 1 PPM (RMS) ~ VERTICAL: 20MM + 1 PPM (RMS). p w z 19.0 w 0 0 BUCK HAMMOCK GROVES w PARCEL ID 1326-321-0001-000-7 OFFICIAL RECORDS BOOK 559 / PAGE 313 W 3 FND 5/8 IRC LB # 7903 BENCHMARK _ 1358.70'C ELEV. = 19.08' -x S 3321"E� x �-.X. FND 5/8 IRC V UNREADABLE M �.0 EAST / 13.4' SOUTH O C O CM N I h M O M FND 5#3 IRC y UNREADABLE 21. 60'26.02 40' DRIP "CV 50' TWIN pp,tjKKp I'KUF'U U (ZU A: 50' DRIP ONCRETE - ARKING PAD PROPOSED 10' WIDE I FLORIDA POWER & x LIGHT UTILITY EASEMENT x �21.s U zx LUI633.54' PROPOSED 1 STORY (30'X60") wx -,MANUFACTURED HOME LI PROPOSED FFE = 23.5' x 21.5 SET SPIKE IN FENCE POST I BENCHMARK x ELEV. = 22.83' 21.8 -X-X 21�-X-X4 FARM FEN�E x-x-X-x-x-X 19.4 98, ASPHALT MILLINGS DRIVE x 19R 7&00• M169/ I 05.1 293 - 4' FARM FENC - x - X - x zso• 23•0,,, E 19.4 0. METAL BARN 4X $.3 Q. / x I � I 19.6 19.4 x I rl =o V)x ( I I z x I 3 x I" x o �z1 I ~ U . iIip n 1B•Bx 26.8.0' a 22.2 * 22.6p1 x I A I I V) x wl x 5' I x I zl FND 5/8 IRCI I w LB # 7903 M. (FND 1" I )x I of DESTROYED 15.1' w x ND � Ip z' J. I NO I -x-x-x-x-x-x-��c78- O� X-x-x-x-x-x-x-x-X-X-X-x 4'xFABMXFE�LCFx-x --�kl S 89033 71 0 E 3215 21.e SOUTH LINE OF THE NE Y4 OF THE SW Y4 OF SECTION 26, TOWNSHIP 34 SOUTH, RANGE 39 EAST FND 5/8 IRC. LP # 7903 N O r NORMAN PLATTS N N M OFFICIAL RECORD% BOOK 946 / PAGE 2135 V FND 5/8 IRC UNREADABLE 3I o l 'agp N I ri O N 18.1 FND 5/8 IR NO ID 2718.51' ;. S 8903336" E a 2658.49' - - - S 89'33'36" E C C41 ND 4X4 CM UNREADABLE BENCHMARK I I ELEV. = 18.65' 81jAm II PAPAYA GROVE LOT 1 I I PLAT BOOK 40, PAGE 33 1 I I 4 I FND 5/8 IRC 1.0i UNREADABLE �I it I �I 0 PAPAYA GROVE o Z LOT 2 PLAT BOOK 40, PAGE 33 ail Q II I m � IW I y I �I I II 1 I PAPAYA GROVE s LOT 3 PLAT BOOK 40, PAGE 33 N I c � o II Ih7 I = �I I �I I PAPAYA GROVE LOT 4 I) PLAT BOOK 40, PAGE 33 � I _II =_NI 1 4 d �I FND 5/8 IRC UNREADABLE I I qx II I II 21 II II 17� I IND 5/8 IRC B # 7903 INDRIO ROAD AIA �n b SITE ORANGE AVENUE P OO �Z EDWARDS RD. � ZQ/ 9Z OKEE 712 MITE att ROAD A1A p0� 13 h a ds PMA VISTA eLw. LOCATION MAP NOT TO SCALE STREET ADDRESS 3195 SEMINOLE ROAD, FORT PIERCE, FL. 34951 LEGAL DESCRIPTION THE NORTHEAST Y4 OF THE SOUTHWEST Y4 OF SECTION 26, TOWNSHIP 34 SOUTH, RANGE 39 EAST, SAINT LUCIE COUNTY, FLORIDA, LESS AND EXCEPT THE LANDS DESCRIBED IN OFFICIAL RECORDS BOOK 314, PAGE 1450 AND OFFICIAL RECORDS BOOK 525, PAGE 211, OF THE PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORIDA. GENERAL NOTES 1. THE BEARINGS SHOWN HEREON ARE BASED UPON THE WEST RIGHT OF WAY OF SEMINOLE ROAD, BETWEEN EXISTING MONUMENTS AS SHOWN, RECORDED IN PLAT BOOK 40, PAGE 33, ST. LUCIE COUNTY PUBLIC RECORDS. 2. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED AND SHOWN HEREON. 3. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS WHICH MAY OCCUPY LANDS OF OTHERS. 4. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED ON THIS SURVEY. 5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONES "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111 C 0158 F, EFFECTIVE DATE FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN ONLY BE DETERMINED BY AN ELEVATION CERTIFICATE. 6. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. 7. 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. 8. INFORMATION SHOWN HEREON IS BASED ON PLATTED AND FIELD MEASURED DATA. 9. THE LAST DATE OF FIELD WORK WAS MAY 25, 2018. 10. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS OF MURPHY ACT DEEDS. 11. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED STATES STANDARDS, IN FEET AND DECIMALS THEREOF. 12. THE EXPECTED USE OF THE SURVEY AND MAP IS RESIDENTIAL. • N W) 0 W c M (L Q W to 00 y ZNZ��� O N ii LI O W WWz R0LL NW # DO: r �JU as N W =y Q Z > 0,0 0 0 >F4 N z I*- _ �• Zulu YN LL 0 z W Q 'L C o a It _ a z Q J D w Z w E7 > q w Z Q 13 (- H q w q =1 r U U Pq 00 o 0j Ld � q (U Lo Q O N ,,, Z - HU �Qy Mwz< li W LL a aovo a 0 w, El o 5 SOU N W OOOO OU z oQzm Z z Ujya r D OW W WOMW o zzao J V) w,Fz0- <=rN z Wa3w {'� a = w» rw000 = w�� o o UZZU 0115 Z a- o'wz <Z-¢ 0 c1 O 12'o� Q W O�&o U o 'z oQWm zooa .% I• xmz� oa4U JO ¢Sow LEGEND $ ABBREVIATIONS SCANN D A ARC LENGTH NO OR # BY NUMBER '"".l_tlCl2C 6lklfw A/C AIR CONDITIONER NTS NOT TO SCALE BM OR � BENCHMARK OHP OVERHEAD UTILITIES C CALCULATED FROM FIELD MEASUREMENTS ORB OFFICIAL RECORDS BOOK CBS CONCRETE BLOCK STRUCTURE P PLAT DATA C/L CENTERLINE PG(S) PAGE(S) CM CONCRETE MONUMENT PLS PROFESSIONAL LAND SURVEYOR D DEED POB POINT OF BEGINNING DEG OR ' DEGREE POC POINT OF COMMENCEMENT ELEV ELEVATION PRM PERMANENT REFERENCE MONUMENT FOOT FLORIDA DEPARTMENT OF TRANSPORTATION PSM PROFESSIONAL SURVEYOR AND MAPPER FFE FINISH FLOOR ELEVATION R RADIUS FND FOUND RLS REGISTERED LAND SURVEYOR GPS GLOBAL POSITIONING SYSTEM R/W RIGHT-OF-WAY ID IDENTIFICATION NUMBER QM WATER METER IP IRON PIPE & AND IR IRON ROD ® AT IRC IRON ROD & CAP 0 DELTA LB LICENSED BUSINESS UTILITY POLE LS LICENSED SURVEYOR ® MANHOLE M MEASURED DATA FH OR FIRE HYDRANT NAVD NORTH AMERICAN VERTICAL DATUM DRAWN BY: CA CHECKED BY: CA DATE: JUNE 10, 2017 HORIZONTAL SCALE: 1'=80' NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. SEAL ,- CHARLES ARNOLD PROFESSIONAL SURVEYOR & MAPPEF FLORIDA LICENSE NO. 4971 PRINTED D E SHEET 1 OF 1 PROJECT NO. 17-704