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Home My WebLink AboutAPPROVED FDOH Site PlanU I� CJ1 MyM W � m r m v y n m r 0 SITE PLAN NOTES: GI IYII VI IIII 21 HICH nealcn SYMBOL & ABBREVIATION LEGEND: *FINISHED FLOOR ELEVATION TO BE DETERMINED BY SAINT LPA? Plan Approved for Construction COUNTY HEALTH DEPARTMENT Supercedes All Previous Site Plans for ASPH ASPHALT OHw OVER HEAD WIRES ��// nr� BENCHMARK (BM) PG PAGE P<Q<C, CITY WATER IS AVAILABLE (CONTRACTOR TO VERIFY WTAWA cn—5F�-;� gEK6�5 YYY PDISK ARKER—KALON NAIL & CITY SEWER IS NOT AVAILABLE t9T CALCULATED pBI PLAT BOOK NW CDR OF THE IRRIGATION Well # � CENTERLINE SW 1/4 OF THE BENCHMARK WELL (P) PLAT DATA SW 1/4 SEC, 4 PAINT MARK BEYOND 50' Date:/b CHAIN LINK FENCE �' CONC CONCRETE R RADIUS Nr1,1v4• SIT- */r / / (D) DEED R/W RIGHT—OF—WAY Fo 7 � / i /�+•D /ui - 1VL •�,,,/ / EL/ELEV. ELEVATION 0 PROPERTY CORNER X//B/g/�"//. , / Pal/L��11 G,+/ OJT �•�+ i �) (M) FIELD MEASURED O RIGHT—OF—WAY /ry/� C4 F.F.E. FINISHED FLOOR CONTROL ELEVATION X 0.0 TOPOGRAPHIC DATA FND 5/8" IRC Q FND FOUND (SOFT SURFACE) (LB3333) p 0o X^� SO FT. SQUARE FEET X 0.00 TOPOGRAPHIC DATA 0.40' W `v ^0 h INV INVERT (HARD SURFACE) _Xry_ BEARIN xBAS� X� IR IRON ROD 0-40' S IP IRON PIPE IRRIGATION WELL 512.48'(D)(C) x2.9' FND IR S89*47'2,3"W 1 8.12� , ET 5/8" IRC NORTH LINE IRc IRON ROD AND CAP LB POINT OF BUSINESS (NO ID) (LB8098) PARCEL "C" NORTH AMERICAN P.O.C. COMMECEMENT N89"50'56"E 12 .12'(D NAVD88 VERTICAL DATUM OF 0 p,O.B. POINT OF BEGINNING \ 25' P.U. AND D.E. q O.R.B. OFFICIAL RECORDS \ PROP BOOK SEPTIC IN FRONT PROP \ J 16 PROPOSED SEPTIC WATER CONC, 15 800 SO FT (PROVIDED BY SERVICE \ DRIVE 0 ______ DRAINFIELD OWNER) \ 0 13240 SO FT. 27.30' \ PROP UNOBSTRUCTED 12.51' 24.17' L500'8, DRAINFIELD AREA 00' 1.83' 34.82' S RONTEPTIC Nx H 18.83' __ J O (PROVIDED P A R IC E L "C" 21,58' L Z x� BY OWNER) P X LOT 9 x �6 On � PROPOSED u CD 0 (OCCUPIED I (n RESIDENCE FFE:6.98' x O 0 21.58FIFE 5° LOT 11 0 00 / W g (OCCUPIED) Wx (A 027,29' Oo PORCH 34. 3' = 24.17' 20.25' FFE:7.75' Z c, 66,00' Wx a 00 50.00 Jo V 1l I RIGATION (OACANF) o O Ox O o W LL EAST 128,12' OF) THE WEST o Q N 1,281,20' OF PlARCEL "C" O 00 OD m v 6p�0 IRRIGATION x p WELL 0 \ BEYOND 50' 17,17' 0 / \ ^D� / P,O,B. 89050'56"E 128,12'(D) / SET 5/8" IRC SET 5/8" IRC SOUTH Q680sa) N 9047123"E 128.12U) (LB8098) PARCFI LINE 1 1x '- X— N89'47'23"E(C) r0 N89'47'23"E(C) `ti 274CS N89050'56"E(D)— X— X— X_ X5_CHX,gIN F NCE � N89'50'56"E(D) 1,281.20'(P)(C) � X X X 45.00'(P)(C) LOT 7 NO IRRIGATION WELL 6(-x CANOE CREEK LOCATED (O.R.B 3970, PG, 1284) SEPTIC IN FRONT (OCCUPIED) BEYOND 50' FFE: 7.89' LEGAL DESCRIPTION . r r Lo, � Meer s,Y,<n b, L m Ln ve mm", Ln Gleam w s, 3 naTWIDrAMC ST. LUCIE COUNTY, FLORIDA VICINITY MAP NO SCALE GRAPHIC SCALE 3I 0 15 3 ( AFm) 1 inch = 80 ft LOT 10 OF RIVER HAMMOCK ADDITION, AN UNRECORDED SUBDIV1510N IN SECTION 4, TOWtHSHIP 36 SOUTH, RANGE 40 EAST, ST, LUCIE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEING THE EAST 128.12 FEET OF THE WEST 1,281,20 FEET OF PARCEL "C", AS SHOWN ON THE PLAT OF RIVER HAMMOCK, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 23, PAGE 2, OF THE PUBLIC RECORDS OF ST, LUCIE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 4, TOWNSHIP 36 SOUTH, RANGE 40 EAST, ST, LUCIE COUNTY, FLORIDA; THENCE RUN SOUTH 00'09'38" EAST. ALONG THE WEST LINE OF SAID BECTION 4, A DISTANCE OF 300,00 FEET; THENCE RUN NORTH 89'50156" EAST, 45,00 FEET, TO THE POINT OF BEGINNING; THENCE RUN NORTH 00'09'3W WEST, A DISTANCE OF 145.00 FEET, TO A POINT OF CURVATURE OF A CURVE CONCAVE TO THE NORTHEAST; THENCE RUN NORTHEASTERLY ALONG SAID CURVE HAVING AN INTERNAL ANGLE OF 90'00'3e* A RADIUS OF 25,00 FEET AND AN ARC LENGTH OF 39,27 FEET; THENCE RUN SOUTH 89050'56" WEST, A DISTANCE OF 1,376,70 FEET, TO THE POINT OF CURVATURE OF A CURVE CONCAVE TO THE SOUTHEAST; THENCE RUN SOUTHEASTERLY ALONG SAID CURVE HAVING AN INTERNAL ANGLE OF 42'50'00", A RADIUS OF 25,00 FEET AND AN ARC LENGTH OF 18.69 FEET, TO THE POINT OF REVERSE CURVATURE OF A CURVE CONCAVE TO THE NORTHEAST, THENCE RUN NORTHEASTERLY ALONG SAID CURVE HAVING AN INTERNAL ANGLE OF 1320WOO", A RADIUS OF 50,00 FEET AND AN ARC LENGTH OF 115.92 FEET, TO A POINT THAT IS 200 FEET SOUTH OF THE NORTH LINE OF THE SUBDIVISION ENTITLED RIVER HAMMOCK, AS RECORDED IN PLAT BOOK 23, PAGE 2, OF THE PUBLIC RECORDS OF ST, LUCIE COUNTY, FLORIDA, THENCE RUN NORTH 8950156" EAST, A DISTANCE OF 402 FEET, MORE OR LESS TO 7HE WEST SHORE OF THE ST, LUCIE RIVER; THENCE MEANDERING THE SAID WEST SHORE IN A SOUTHERLY DIRECTION TO A POINT THAT IS 400 FEET SOUTH OF THE NORTH UNE OF THE SUBDIVISION ENTITLED RIVER HAMMOCK, AS RECORDED IN PLAT BOOK 23, PAGE 2, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA; THENCE RUN SOUTH 89'5056" WEST, A DISTANCE OF 1,817.OD FEET, TO THE POINT OF BEGINNING SURVEYORS NOTES AND REPORT: 1. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS, BY OTHER THAN THE SIGNING SURVEYOR IS PROHIBITED, WITHOUT CONSENT OF THE SIGNING SURVEYOR. 2. THE LAST DATE OF FIELD WORK WAS MAY 12, 2021, 3. PARCEL CONTAINS 0.50 ACRES, MORE OR LESS, 4. CURRENT DESCRIPTIONS SHOWN HEREON PROVIDED BY THE CLIENT AND/OR THEIR AGENTS, LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHT—OF—WAYS, RESERVATIONS, AGREEMENTS, AND/OR EASEMENTS OF RECORD* SUCH INFORMATION SHOULD BE OBTAINED AND CONFIRMED BY OTHERS THROUGH APPROPRIATE TITLE VERIFICATION, 5. UNDERGROUND UTILITIES, UTILITY SERVICES, FOUNDATIONS AND IMPROVEMENTS WERE NOT LOCATED AS A PART OF THIS SURVEY. 6. BEARINGS SHOWN HERON ARE BASED UPON RIVER HAMMOCK ADDITION, AN UNRECORDED SUBDIVISION, PER THE LINE LABELED HERON AS (BEARING BASIS) AND ALL OTHER BEARINGS ARE RELATIVE THERETO, DISTANCES ARE IN U.S. SURVEY FEET AND DECIMAL PARTS THEREOF. 7. ELEVATIONS SHOWN HEREON ARE BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD'88).THIS SITE WAS SURVEYED UTILIZING TRIMBLE/SPRECTRA HARDWARE TOGETHER WITH SPECTRA SURVEY PRO REALTIME PROCESSING AND WAS BASED ON THIMBLES "VRS NOW' NE'T#QRK':AMD•QR THE FLORIDA PERMANENT REFERENCE NETWORK (FPRN). THE PROCEDURES AND NETWORK DE IONON f TSFTHE GEbDETIC ACCURACY STANDARDS AND SPECIFICATIONS FOR USING GI RELATED POSITIONIN ,(�,'' " IFOkTH r5i\?7Ftfi'�EDERAL GEODETIC CONTROL COMMITTEE IN THE MOST CURRENT PUBUCATION FOJ DER CLASS LRf 0[ HORIZONTAL CONTROL SURVEYS. 8. IN SOME INSTANCES, GRAPHIC REPRESENTATION �AHcS€14{+[y'+1I�i{A BEE(J EXAGGERATED TO MORE CLEARLY ILLUSTRATE THE RELATIONSHIP BETWEEL>' PH ' 'A�+ IMFt�1� MEPo'NS ND/OR LOT LINES, THE DIMENSIONS SHOWN SHALL CONTROL THE LOCATION, OF TH�HMPR A NTSS'ObLR THE S LED QOSITIONS, 9. THIS PROPERTY LIES IN FLOOD —ZONE "AE," AC$�,ORDI G TO FEMA FLOOD_INSUR N6E RATE MAP 12111CO276K EFFECTIVE ON FEBRUARY 19, 20204 i i�-,�. (D 10. REVISIONS SHOWN HEREON DO NO RESENT_ I LLSU VE`%�D N �QTHERWISE NOTED. FLORIDA REGISTRATION #5556: 0 0 W Q z 7 LU S N W Z 0 K W > Z W z IIII II LU N BY: FS CED BY: MTO :GT: 21-252 5I1212021 AS SHOWN SHEET 1 OF 1