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HomeMy WebLinkAboutAPPROVED SITE DRAINAGE PLANDocuSign Envelope ID: C1 F740F9-02E5-415D-88D2-ED1 EB4811 BB5 � is" i� u.-. r `Y U R\1 E Y LEGAL DESCRIPTION: (Supplied by Client) LOT 20 IN BLOCK 56 OF INDIAN RIVER ESTATES UNIT 8, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 73, OF THE PUBLIC RECORDS OF ST, LUCIE COUNTY, FLORIDA, ABBREVIATIONS: SET = SET 5/8" IRON REBAR WITH YELLOW CAP MARKED "PSM5543 FD = FOUND 5/8 IRON REBAR [PC, RIGHT OF WAY MEASUREDPLATTED = CALCULATED = RADIUS OF CURVE L = LENGTH OF CURVE D= DELTA OF CURVE FFE = FINISHED FLOORLEVATION OH -OH -OH- = OVERHEAD WIRES X-X-X- = CHAINLINK FENCE -0--0-0— PLASTIC FENCE 0-0-0- = WOOD FENCE CONC. = CONCRETE C.P.= CONCRETE PAD Cov.= COVERED ® �ATER ® POWER gj ELECTRIC ETER POLE BOX �s. 01 SURVEYORS NOTES: 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE SHOWN HEREON, 2, ALL LOT DIMENSIONS SHOWN ARE PER PLAT UNLESS OTHERWISE SHOWN, 3, NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS OTHERWISE SHOWN, 4. THIS SITE LIES WITHIN FLOOD INSURANCE RATE MAP ZONE X MAP# 12111CO281 K DATED: 2-19-20. 5, FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR AND IS PROVIDED AS A COURTESY, THE FLOOD ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY,+ 6, BEARINGS SHOWN HEREON ARE BASED ON THE CENTER LINE OF PALM DRIVE AS BEING NOO'00'00"E ACCORDING TO THE PLAT DESCRIBED HEREON. 7, P.U.D.E, DENOTES PUBLIC UTILITIES AND DRAINAGE EASEMENT, U.E. DENOTES UTILITY EASEMENT, 8, THE ACCURACY OF THIS SURVEY IS PREMISED ON THE EXPECTED USE OF THE SURVEY. THE EXPECTED USE / PURPOSE OF THIS SURVEY IS VACANT LOT PURCHASE, ACCURACY=1 FOOT IN 7,500 FEET OR BETTER, 9, ADDITIONS OR DELETIONS TO THIS SURVEY MAP BY ANYONE OTHER THAN JHE SIGNING SURVEYOR IS PROHIBITED WITHOUT WRITTEN CONSENT, 1DFRAINAGE PLAN DRAINAGE PROPOSED x�oti = EXISTING ELEVATION AND EXISTINGx�oti = PROPOSED ELEVATION PROPOSED PLOT PLAN (OUBJgdm mo dON@RAdIIIOR, HEIALMH DEIPIR, AND BUILIDINd DEIPIR APPROVAL) LOT 19 BLOCK 56 FIFE = 18.92 NO WELL INTERFERENCE c o LO L, w Q Q O op o c�6� xis, o />o I I iJ LO FD IRC "sox N90000'00"E 125,00' O J "ILLEGIBLE" PROPOSED ON SITE SWALE o o 25,30' �0° Y1 40,37' CONIC, DRIVE K 20' PROPOSED r 0 25.30'16_ o Cq O o o N Lnl O `n O� w'�oop x a oDp Too w o o /) m�o xss W o CD LZ �6S o �o c�i b� -CD ,W ~LAN % cD o CD0 N o 11.00' 44.90' x0 40,37' CDZ o z �x � Cn ® WATERI Q o� LN i '0�P I VALVE o o 3., 1rO o o SFD F'Pli x ho POWER POLE® x 125.00' '� ''°xN90°00'00"E 125.00' WATER ® VALVE SITE BENCHMARK X P I TED NO, /-IN ROAD ELEVATION = 16.93 N,A,VA '88 ,� 465.00'(P) FD IR "IN CUTOUT" 0.09'E 50' R/W - 20' ASPHALT ROAD SAVANNAH STREET 5608 PALM DRIVE SCALE: 1 °=30' Atlantic Land Designs of the Treasure Coast, LB7468 754 NE Jensen Beach Blvd. Jensen Beach, FL 34957 Mailing Address: P.O. Box 1421 Jensen Beach, FL 34958 ALD5543@gmail.com (772) 398-4290 DATE: 11 / 1 8/2 0 DRAWN: JC 2020-0851 DATE: REVISIONS 9/11/21 revise per county comments LAST FIELD DATE:11/11/20 CITY WATER AND SEPTIC ALL ELEVATIONS SHOWN HEREON ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988(N.A.V.D.'88) 'Cer t i f i ed to: Bela Vista Contractors, Inc. I hereby certify that the survey shown hereon is true and correct and is based on actual measurements token in the field. DocuSigned by, �OUM(.S Ct,SIV'D PSM 5543 l A 1338DSA59FD4C1._ NOT VALID WITHOUT AN AUTHENTICATED ELECTRONIC SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL STATE OF � F�. �cORI ° suave FD NAIL