Loading...
HomeMy WebLinkAboutBoundary SurveyLEGEND -WOOD POWER POLE NTS-NOT TO SCALE r FFE-FINISH FLOOR ELEVATION O.S.S.D.S.-UNOBSTRUCTED SANITARY SEWER SYSTEM pF ro2,, o-: tv7 s2�� MIN. S_ GK REQ, • _ 50 g,56 � A' - .p,re,p FRONT p S8924'21"E SIDES�;� _ 114.81' �� PARCEL ID No. 2333-234-0001-000-5 4 CNRs E5' BENCHMARK: �^� ?is REAR a 78• p MAG NAIL AND DISK '26fj+, 2 ZNG. Q> ^ R0• / "TEPHILLIPS TRAV POINT" TECH---- d - / ELEVATION:18.24 Z Z o ;v �aK... /L. SCALE: 1"= 60' 6 N_ .1739 .n.M muss X17A7 X 18.87 o z' fzig tARTISIAN .nm n.]ez 1117]7 1 WELL faisa n.v �].>. S892' '21 "E DETAIL 11 :81' tesxi - ri747 ,n7.e2 x17.68 V•/� t p •. 71 FDOH in St, Lucie County tL00a I I a,>.50 L 7g' t9 -5O p0 ' Environmental Health R- >s Site Plan Approved for Construction ,zma - f9.fl0a .� J ><ns5 o 153.91' a Supersedes All Previous Site Plans for R/ tsa7i e,wr�6n 'h W' ; BENCHMARK: cV` QSTDS #0- �Z%IOG & Well #S4 3,a7Z MAG NAIL AND DISK ,G3� t(J ] '..17M •17.71 „17,a - �/ 18.34 "TEPHILLLIPS TRAV POINT" R Date: WA6 / ELEVATION: 18.24 fit^ Reviewers z 0ESCRf P T(QN °D 0c17s3 / ASPHALT DRIVEWAY F ; A PARCEL OF LAND SITUATE IN SECTION 133, TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST LUCIE COUNTY, FLORIDA, M l i x x 17 86 BEING MORE PARTICULLARY DESCRIBED AS FOLLOWS: (P iP tsss - aasam r4 ra x 17.39 x 17.39 20.95x SURVEYORS NOTES � ^'- xr7.a7 g L'A+ COMMENCE AT A POINT 21936.4 FEET NORTH OF THE 1) THE BOUNDARY INFORMATION SHOWN xt785 SOUTH LINE OF SAID SECTION 33, BEING ON THE EAST HEREON IS TAKEN FROM THAT PARTICULAR x o op RIGHT-OF-WAY OF MACARTY ROAD AND THE AND SAID LAND SURVEY PERFORMED BY JAMES FOWLER, 17.45 RICH OF WAY LANE _BEING,33 FEET EAST OF THE SURVEYING COMPANY, DATED MAY 10, 2005. 0 0•.. . 17.7sx o SECTIZ3 THE 13EARING'FOR -SAID EAST_ ,aSF2'; k "-=' RIGHT-OF-WAY LINE IS ASSUMED NORTH FOE THE THIS SITE PLAN WAS PERFORMED WITHOUT �j THE BENEFIT OF A TITLE REVIEW, OR CONCRETE 153,23' x17.77 " PURPOSE OF THIS DESCRIPTION THENCE N89'10'30"E, A OPINION OF TITLE. NO SEARCH OF THE 16.75x oRlvEwnv ( I DISTANCE OF 1212.53 FEET TO THE POINT OF BEGINNING; PUBLIC RECORDS WAS PERFORMED BY THIS I THENCE CON11NUE N89°10'30"E A DISTANCE OF 864.09 OFFICE: 17.27 FEET TO THE WESTERLY RIGHT-OF-WAY LINE OF 11 MILE 2) THIS PARCEL IS SUBJECT TO ANY x x , 17.74 CREEK; THENCE N05.01 37 E, ALONG THE SAID � I I ADDITIONAL EASEMENTS, RIGHTS -OF -WAY, OR X17.57 x17.92 xt7sg RIGHT-OF-WAY LINE, A DISTANCE OF 211.67 FEET TO A RESTRICTIONS OF RECORD, IF ANY. - --- w ) 16.52x 122.30' s. I IWO S.F. I POINT OF CURVATURE OF A CURVE CONCAVED EASTERLY O.SSD.& 3 NO AERIAL OR SUBSURFACE ,✓%G zzm - ,, �y�W ��y HAVING A RADIUS OF 300:00 FEET; THENCE. IMPROVEMENTS OTHER THAN THOSE SHOWN I Ty NORTHEASTERLY ALONG THE ARC OF SAID CURVE in WERE LOCATED AS PART OF THIS SITE PLAN. "1 4) ELEVATIONS SHOWN' HEREON ARE BASED THOUGH A CENTRAL ANGLE OF 36.07'37", A DISTANCE o t9. a 1 SINGLE STORY I I I OF 187.16 FEET TO THE POINT OF TANGENCY; THENCE cLL.F RESIDENCE [ x17ss N41°0914 E A DISTANCE OF 124.07 FEET' TO THE SOUTH a ON ST. LUCIE SURVEY CONTROL MONUMENT 17.06x „ 1 F.F.E.SIDEN 0 122.59' zs.o 7 LINE OF AN EASMENT, AS RECORDEDOFFICIAL- RECORDS z "D528" HAVING A PUBLISHED ELEVATION OF x \ I METERS (20.20 FEET), ,NORTH AMERICAN 17.53 BOOK 191, AT PAGE 1208 OF THE PUBLIC RECORDS OF q VERTICAL DATUM OF 1988 NAVD88 . I ( ) ,� N ST. LUCIE COUNTY, FLORIDA; THENCE N19'11'35"E A I EZEi/ATif)ta'S ARE i?ERI§�Eii FROM GLOBAL 9nn I DISTANCE OF 100.04 FEET TO THE CENTERLINE OF 10 ) POSITIONING SYSTEM REAL TIME KINEMATIC 17.61 x ls.9sx - - - - - - x 17.25 MEASUREMENTS, UTILIZING THE FLORIDA �Qo MILE CREEK; THENCE N36'24'00"W, ALONG SAID x DEPARTMENT OFT e 17.61 � CENTERLINE, FOR A DISTANCE OF 427.52 FEET; THENCE TRANSPORTATION P R E MENET P S43'22 36 W, A DISTANCE OF 250.67 FEET, THENCE i REFENCE SYSTEM AND: ARE I RE CERTIFIYED TO I q , p 0.10 FEET. N63'24 00 W, 'A DISTANCE OF 272.66 FEET; THENCE T8.37x PURPOSED W i S4945'12"W, FOR A DISTANCE OF 93.66 FEET, THENCE 1 5) THE LAST DATE OF FIELD SURVEY WAS POTTABLE WELL I 17 s3 x17.25 CONDUCTED ON AUGUST 14, 2020. x17.71 xr7.os 0 �. WEST, A DISTANCE OF 114.81 FEET TO A POINT OF r CURVATURE OF A'NONTANGENT CURVE, HAVING A x 6) THE INTENT OF THIS WORK IS TO PROVIDE x 17.88 x 17.40 m RADIUS OF 50.00 FEET, THRU WHICH A RADIAL LINE INFORMATION FOR ENGINEERING DESIGN, AND BEARS S59.50'00"E; THENCE WESTERLY, ALONG THE ARC OR, PERMITTING PURPOSES. OF SAID CURVE, THOUGH A CENTRAL ANGLE OF S89'46'09"W 864.09' wo 90,00,00", A DISTANCE OF 78.54 FEET; THENCE �r S30.12'35"W, A DISTANCE OF 48.57 FEET, THENCE S10.03.29"E, A DISTANCE OF 40.52 FEET;', THENCE SOUTH, 553.81 FEET TO THE POIN OF BEGINNING. CONTAINING 14.44'ACRE, MORE OF LESS. © 2020 TEPHILLIPS, LLC THIS IS NOT A BOUNDARY SURVEY SURVEYOR. F1N,A`<SIGNkTERttS ' IGNATURE T PHIL��PiS L� �' 1. UNLESS R BE11R5 �1l5E SIGNYLTUftF AND ORIGINAL, RAISED SEAL OF A FLORIDA LICfiNSEO SURVEYOR ANO`,MAPPIR, THIS MAP/REPORT IS FOR INFORMATIONAL PORPOSis6 ONLY SAND, I$ NOT N MA PROVIDING SURVEYING AND MAPPING SERVICES 2. NO S€ARCH OF iNE' PUDLIC RECOILS tiRS BEEN MADE BY THIS OFFICE 102 SW PARISH TERRACE, PORT ST. LUCIE, FLORIDA 34984 P:772-359-7023, F:772-875-7023 EMAIL: ted-phillipsOCOMCAST.NET TED E. PHILUPS P", S N & MAPPER - FLORIDA LICENCES IS5932, L88079 STATE OF FLORIpA ISO. 58 PROJECT No: 19-007 SHEET OF