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HomeMy WebLinkAboutSite Planw 0 0' 20, 40' �.E v v a 23.49 (--Z3,51 60' S 89025'25" E ' 330.00" FND RAILROAD SPIKE NO ID (BENCHMARK) ELEVATION = 23.46' 123,( LEGEND & ABBREVIATIONS A ARC LENGTH A/C AIR CONDITIONER BM BENCHMARK C CALCULATED FROM FIELD MEASUREMENTS C/L CENTERLINE CM CONCRETE MONUMENT CONC CONCRETE DEC OR DEGREE ELEV ELEVATION FFE FINISHED FLOOR ELEVATION FND FOUND ID IDENTIFICATION NUMBER IP IRON PIPE IR IRON ROD IRC IRON ROD & CAP LB LICENSED BUSINESS LS LICENSED SURVEYOR M MEASURED DATA MON MONUMENT N&D NAIL AND DISK 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 REGISTERED LAND SURVEYOR R/W RIGHT-OF-WAY © WATER METER & AND ® AT A DELTA 0 UTILITY POLE SITE PLAN LOCATED IN SECTION 5, TOWNSHIP 35 SOUTH, RANGE 39 EAST SAINT LUCIE COUNTY, FLORIDA 23,48 ANGLE ROAD WEST �23158 p 23.51 23.69x - 24,01 CS SET5/s IRC 80 RIW 20, ASPHALT o d' LB # 7903 24,20 x 23,5 x 5 S 89°25'25" E x Rz ,7S 8902575" E OHP - OHP OHP - OHP - OHP OHP - OHP H = OHP - OHP - OHP - OHP - OHP 0 P 0 P OH - OHP OHP X OHP OHP OHP - OHP OHP - OHP OHP - OHP 23 2 2 2 125.04' 150 0211M 9 a --x 23,22 2 A�.23TOP OF BA fVK FND % /R FND % IR 3 .09 23, R25.00' NO ID NO ID PROPOSED D89054'15.00" 23,7\ / DRAINFIELD PROPOSED a 23,5 2 4 21 7 +490 SQ FT GREEN AREA O 27.0' 23, °� 16' CONC. 4'° AREE�A -- 0 COVERED DRIVE 22 6 N h 61 27.0' Ni ENTRY O 4 .0" U. J Z Im O CL 'n V O 2 Z O 4: NIN R p op m C M O W N IO O 0 y m O IN O 22.51x ;2.45 121.2 22,50 x 22.6 21,9 LU Q Q I I v, <C I _- O - x M 2.3' 13.511.5 a 2 C� <a 2.3' 7.0 a ° \ 4 - PI; H RE 22.7' 0.0----113.3' 24.0' 39 9' 33.3 x 23.5 1 7 23,3 COVERED I PORCH PROPOSED p WE _L & N 1y WATER LINE O I p x 23A OT3 BL CK A VACA O\ x 23,2 Q N 4 .9' 58.1 4 ° 50.09 C6 '►C, c o 5 q ° RI1/ p O FND /s IR M M NO ID Q I I �4 50.0' 0 I I /22,8 N 19,20 - TOP OF BANK 23.2 23,1 1 101 T19,22 -- - 2-4- -__ I N V O. 1 �'l.WAL S 89°25'25" E -04 DRAINAGE 22, 1 1 150.00' -t- PIPES Z I 22.22 - --*--2 224-- -- 2 LOT 4 O N00 N FND RAILROAD SPIKE Z V I O O p19NV NO ID (BENCHMARK) OCCUPIED Q I - FFE = 26.4' o ELEVATION = 22.97 co W 5 I O o EXISTING SEPTIC LU vy FND /8 IRC (0 LS # 4363 OUT OF RANGE C0 A 23,1 Y CBS FFE = 25. ' L OT 2 BLOCK A / VACANT FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supercedes All Previous Site Plans for 01 OSTDS# 5(o-SF-42H4 Ouh Well # 59- 3a8K Date: Reviewer, 23.4 PROPOSED 1 STORY - METAL BARN MINIMUM FFE = 23.5' OHP2`' 3 OHP - OHP OHP - OHP OHP SET % IRC j LB # 7903 20,5 -- 22,2 SWALE TOP OF BANK EXISTING WELL ® 25A O A1A �Z R ST ORANGE AVENUE 0 t� EDWARDS RD. 7� pKEE 712 WHITE CITY ROAD � A1A PRIMA VISTA BLVD. c� LOCATION MAP NOT TO SCALE STREET ADDRESS 12793 ANGLE ROAD WEST, FT PIERCE, FL 34949' LEGAL DESCRIPTION LOT 3, BLOCK A, COUNTRY LIVING ESTATES, UNIT 1, AS PER THE PLAT THEREOF, RECORDED IN PLAT BOOK 18, PAGES 13 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. GENERAL NOTES 1. THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS RESIDENTIAL. 2. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP IS NOT CERTI' -D BY THE SIGNING FLORIDA LICENSED SURVEYOR & MAPPER. r • ay� Ii M O V Z d w W o� „a t� °' N Z W OLL V I.I.I O w I.. w W > N > N LL W IL V) =NW N ILL J aF O1 OD Z 0 Z 0 v sw � o wi OV / !2 y .T I_- ZLU w ZN .i LL O Y LU QILL Z O a. 00 a Re Z 0 Li r w w F-- a ca 3. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. 4. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE CENTERLINE OF CODY LANE HAVING A BEARING OF S00°40'20"E, AS RECORDED IN PLAT BOOK 18, PAGE 13, PUBLIC RECORDS, SAINT LUCIE COUNTY, FLORIDA. 5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, .i CU COMMUNITY PANEL NO. 12111 C 0155 K, EFFECTIVE DATE QpJ FEBRUARY 19, 2020. THE EXACT DESIGNATION CAN ONLY BE Q DETERMINED BY AN ELEVATION CERTIFICATE. 6. ELEVATIONS, IF SHOWN, ARE IN NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988. W 7. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED ~ m STATES STANDARDS, IN FEET AND DECIMALS THEREOF. a Uj 8. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE V BEEN LOCATED AND SHOWN HEREON. 9. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED ON THIS SURVEY. 10. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS WHICH MAY OCCUPY LAND SURVEYED OR LAND OF OTHERS. 11. 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. 12. THE LAST DATE OF FIELD WORK WAS OCTOBER 14, 2021. DRAWN BY: CA CHECKED BY: CA DATE: OCTOBER 25, 202' HORIZONTAL SCALE: GLOBAL POSITIONING SYSTEM (GPS) NOTES 1. REAL TIME KINEMATICS (RTK) METHOD WAS UTILIZED USING CARLSON BRX-6+, 372 CHANNEL GNSS ATHENA, WITH ATLAS L-BAND RECEIVER. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. 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 2018. 4. THE HORIZONTAL AND VERTICAL TARGET ACCURACY FOR THIS CHARLES ARNOLD SURVEY EXCEEDS MINIMUM STANDARDS OF PRACTICE PER FLORIDA PROFESSIONAL SURVEYOR & MAPPER ADMINISTRATIVE CODE (F.A.C.) 5J-17-051. FLGRIDAuc SE971 5. THE COORDINATES SHOWN HEREON ARE RELATIVE TO THE P I ED DA STATE PLANE COORDINATE SYSTEM OF THE NORTH AMERICAN SHEET 1 OF 1 DATUM OF 1983 (2007 ADJUSTMENT). �® ® _ -