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HomeMy WebLinkAboutRevised Survey_20-013 - B LEGEND OF SURVEY ABBREVIATIONS A DELTA ANGLE NW, HEAD WALL A/C AIR CONDITIONER L, LENGTH AVE, AVENUE LIGHT POLE AVG, AVERAGE MEASURED H.H. HEARING BASE KK MANHOLE Pvicel ID, 14O3-130-0014-000-1 HM B BASELINE MRWA,. MEAN HIGH WATER LINE DLK R BLOCK MON, MONUMENT HLV➢, BOULEVARD A N NAIL i DISK U CURVE N� ORTH C.H, CHORD HEARING No. NUMBER NR NOT INCLUDED 0,8' BLOCK N ti C.H.S. CONCRETE BLOCK P,s PAGE WIRES MEADWALL STRUCTURE PJG PARKER KALGN NAIL \/1I/ F C.➢. P�DRLINEANCE TOP ELwG.q' Cjgq ° 20 ' 13 ' t 1' vJ O . 00 , Ck1.F. CHAIN LINK FENCE P' PLAT C.D. CHORD DISTANCE P•C• POINT OF CURVATURE CR CONCRETE MONUMENT POCK PERMANENT CONTROL POINT �_ SOUTH LIMITS OF PLAT C.M.P. CORRUGATED METAL PIPE P.IPOINT OF INTERSECTION CONC. CONCRETE P.C.L PROPERTY LINE INTERSECTION % CT,. COUNTY ROAD P•N, POWER METER WINE Gr O PAID, POINT OF BEGINNING 1DO �. CT, COURT P,O,C, POINT OF COMMENCEMENT SET CAP I �_ �_ —� C/S CONCRETE SLAB SET GAP PRC POINT OF REVERSE CURVE CON. CORNER P,R•R• PERMANENT REFERENCE MONUMENT I 5' OFFSET D, DEED 5' OFFSET C! PROP, PROPOSED 01 D.H. ➢EED BOOK c� POWER POLE DEP DEPARTMENT OF 7 RAU RADIAL OR RADIUS ENVIRONRENTAL PPOiECTIlIN R/W RIGHT OF WAY _ 10. 8.51. DIST, DISTANCE 5. SOUTH • DNR DEPARTMENT OF SEC. SECTION /7nr15.3' 2.3' NATURAL RESOURCES Ob Ory f"�' ER• EA TE S.RFT• SQUARE T STATE ROAD so EASE, EASEMENT ST, STREET 14.7• ELEC, ELECTRICAL STA STATION EL, ELEVATION STR, STRUCTURE SUB. SUBDIVISION EnW, EDGE OF WATER FF, FINISHED FLOOR T.H.M. TEMPORARY BENCH NARK FND, FOUND TELE. TELEPHONE n Yl FIRE HYDRANT TOPM TOPOGRAPHICAL PORCH R TDPOF BANK FPP1, FLORIDA PI P➢1/Elt i LIGHf TR, TRACT III, IRON PIPE TWSP, TOWNSHIP O !A. IRON ROD UE-1 UTILITY EASEMENT INV. INVERT IRR, IRRIGATION U i D UTILITY i DRAINAGE GOV'T GOVERNMENT UR UNREADABLE OR, GRADE W WE SLT GNU GROUND WAG WA L MAINTENANCE EASEMENT I HORZ, HORIZONTAL ® WATER METER HP. HIGH POINT WV WATER VALVE A� COMBINED LOTS 34.7' I n 127• I LEGAL DESCRIPTION, ALL OF LOT 23, BLOCK 2 AVALON BEACH P .U .D . Cry O ACCORDING TO THE PLAT THEREOF AS RECORDED G� 0 O IN PLAT BOOK 55, PAGE Iq OF THE PUBLIC to O RECORDS OF 5T. LUCIE COUNTY, FLORIDA. m LOT 22 I CONTAINING 0.10 ACRES MORE OR LE55 LOT 24 n L ROP23 VACANT P STORY VACANT O SURVEY NOTES: k 2 z 1 . LANDS SHOWN HEREON WERE NOT ABSTRACTED I\ F.F.EL,wG,8' FOR PROP. 2ND FLOOR EL=15.B• RECORD,IGHTS-OF-WAY AND/OR EASEMENTS OF 2, THIS SURVEY IS CERTIFIED ONLY TO THE BELOW A/C NAMED INDIVIDUALS (� EL=G.3 3. LEGAL DESCRIPTION SUPPLIED BY CLIENT. OQ 4. SQ, FT. OF HOUSE (IF SHOWN) SUPPLIED BY 0 v SO NO STRUCTURES OR UTILITIES THAT ARE 0 I BENEATH THE SURFACE HAVE BEEN LOCATED. I ls) O Be ALL SET CAPS LABELED PSM WEH 4416 ARE SUPPORTED WITH AN 18" LONG #5 REBAR y ALL FOUND CAPS ARE A 5/8" ROD WITH A CAP AS LABELED ON SURVEY. 5.3' ALL FOUND REBAR ARE A 5/8" ROD UNLESS OTHERWISE NOTED, ENTRY GARAGE EL.- G.3' 7, ALL LOT DIMENSIONS ARE PLAT AND MEASURED UNLESS OTHERWISE NOTED. 8. BEARING BASE ON EAST LINE OF LOT 6 d 22.7 _ 9, ORIGINAL SL BM: K0000633 EL,=17.70' NAVD 88 10, ELEVATIONS (IF SHOWN) HEREON ARE BASED G7' D VE_ ON N.A.V.D. (1988), UNLESS OTHERWISE NOTED, ROP. AVER — 14.r I TELE. Box 11 . UE-1 (UTILITY EASEMENT) AS DESCRIBED PER TRANSFORMER BOX 10• .91. PLAT BOOK 55, PAGE 19. TEE BOX 1 - 12. SUBDIVISION LISTED AS BEING IN THE COASTAL CLEAN OUT BARRIER RESOURCES SYSTEM AREA. lb UE-i _ ETAL - a 13. PROPOSED GRADING PER ENGINEERED SITE N� to UGHTPOLE N a PLAN OF AVALON BEACH PUD PLAN-MOD 11 NA ® I g• INCONG, N. DATED 02-14-07. ELEVATIONS CONVERTED FROM < < , r NGVD TO NAVD, CONVERSION FACTOR OF 1 .43' SET DRILU-IoL � . ,L _ go , � • ' F ' 4' coNC,LWAUt CFI' ORILLHOLE 13q.BG' P.C. a r GU ER N"' CERTIFIED TO : OCEAN ESTATES DRIVE, LLC SET TBM DELP4.Bg OCEAN ESTATES DRIVE Ng C 30' PRIVATE R/W D 20• PAVEMENT — - - N89°200130E 50 . 00 ' SITE PLAN NOTES. It COUNTY WATER + SEWER AVAILABLE FOR THIS PARCEL. NO z• GUITER N� 21 A DRIVEWAY MAXIMUM SLOPE 15 NOT TO EXCEED A IOZ GRADE 31 FIRST FLOOR ELEVATION ESTABLISHED WITHOUT A HEALTH DEPARTMENT PERMIT. 4, PROPOSED DRAINAGE PLAN DESIGNED TO MEET FLORIDA BUILDING CODE. RESIDENTIAL REOUIREMENTS.CR401.30 5, ALL SLOPES AROUND THE PROPOSED STRUCTURE ARE NOT TO EXCEED THE MAXIMUM ALLOWABLE SLOPE GRADE OF 44 GI WHEN A CULVERT15 REQUIRED THE INVERTS ARE TO BE SET BY PUBLIC WORKS DEPARTMENT AND WILL BE DETERMINED AT ,STAKE AND GRADE, 71 ALL STORMWATER RUNOFF 15 NOT TO IMPACT THE ADJACENT PROPERTIES AND MUST MEET A MINIMUM OF IZ LONGITUDINAL SLOPE OR OTHERWISE ACCEPTED, 81 PLOT PLANS ARE NOT TO BE USED FOR CONSTRUCTION LAYOUT PURP05E5 WITHOUT APPROVED BUILDING PERMITS. THIS SURVEY MAP AND REPORT OR COPIES THEREOF ARE SURVEY TYPE: FLOOD ZONE: X NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED BOUNDARY SITE DATE: REVISIONS: sY: EFFECTIVE DATE: 02/19/20 SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, HAYHURST LAND SURVEYING INC . PNL NO.: 12111COOS K CHECKED BY: W.E.H. 12 18 20 REVISED FLOOD PANEL INFO LEH ® INDICATES EXISTING ELEVATION CERTIFICATE OF AUTHORIZATION NUMBER CL.B. 73G4) / / gQ INDICATES PROPOSED ELEVATION SURVEYING 8c MAPPING COMPANY DRAWN BY: L.E,H , (ELEVATIONS AS-BUILT ELEVATION ELEVATIONS ARE FOR CALC, PURPO49. 6 9TH ST . S .W. TJ=it - 7 RELD BOOK: ,382 THERE ARENO WELLSOR SEPTICS 000000000 WITHIN 100' OF PROPERTY UNLESS VERO REACH , FL. 32962 RAGE N0: 67 SHOWN,�1 � PROPOSED CONTOUR LINE PHONE: (772) 569000006680 FIELD DATE: 01 •18 20 PROPOSED SWALE LINE l/ LLL �y 7 ye INDICATES LOT DRAINAGE WILLIaM E . YHVR9T awrID FAX: (772) 770- 3446 SCALE � n- 101 ® INDICATES DRAiNFIELD Ynof'IDeeioxwL LARD oR 4 NAPPIDP LIVING AREA 2581 aso.ft. szofemw nIDoxesau'rioxr xo aa><a hayhurstls@live. com JOB N0: 20- 01377 LOT AREA 4 ,500 s St. ©=SEPTIC TANK