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HomeMy WebLinkAboutformboard- ©6a�e I°ARGEL # 1403-130-0010-000-3 O.8' BLOCK N89"20'13"E 0.8' BLOCK HEADWALL HEADWALL TOP EL.-G.8' GO.00 J TOP EL.-G.8' - NORTH UMIT5 OF PLAT 5W.M.E. FND CAP FND CAP 5' OFFSET 5' OFFSET old h IRRIGATION CONTROL VALVE h _ 15.3' 2.3' St. CI CoF Date drovedl� -fp(M 100a d 14.7' n 00 5.0' O O 12.7' Tt 4 A N QQ I.. CsT f�) VACANT VACANT 0 LOT 9 O FORM BOARD LOCATION CFORM5 ONLY) (� O #140 ° O TOP OF FORMS EL.=G.8' O Z v I i 22 7' 00 2.3' I 5.0' 14.7' 10' B.S.L. TELE BOX UE-1 to 10 \ I I METAL UGHIPOLE---� M GONG. [�--GLEAN OUT 49.e1' FND ORILLHOLEI ' 3. F � 50. FND DRILLHOLE 2 a' CONC. WALK P.G. 2' GUTTER 5ET TBM pI ON PK HAG NAIL �I EL.-4.4G' OCEAN ESTATES DRIVE - - C 30' PRIVATE R/W 3 20' PAVEMENT LEGEND OF SURVEY ABBREVIATIONS HEAD WALL A DELTA ANGLE NW. A/C AIR CONDITIONER L. LENGTH AVE. AVENUE # LIGHT POLE AVG. AVERAGE M. MEASURED B.B. BEARING BASE MH, MANHOLE BASELINE M,H.WL, MEAN HIGH WATER LINE B.M. BENCH MARK MON. MONUMENT BILK BLOCK NLD NAIL L DISK BLVD. BOULEVARD N. NORTH CURVE No. NUMBER C.H. CHORD BEARING N. INCLUDED C,B.S. CONCRETE BLOCK O.H.W. OVERHEAD WIRES .D. STRUCTURE CHORD DISTANCE P P.K H. PAGE PARKER KALON NAIL C.L.F. CENTERLINE CHAIN LINK FENCE P' PLAT C.D. CHORD DISTANCE P,C. POINT OF CURVATURE C.M, CONCRETE MONUMENT P.C.P, PERMANENT CONTROL POINT C.M.P. CORRUGATED METAL PIPE P'I POINT OF INTERSECTION CTINC. CONCRETE PL, PROPERTY LINE C.R. COUNTY ROAD P.M. POWER METER CT. COURT RUB, POINT OF BEGINNING C/S CONCRETE SLAB P.O.C. POINT OF COMMENCEMENT CUR, CORNER PRC POINT OF REVERSE CURVE ➢. DEED P.R.N. PERMANENT REFERENCE MONUMENT U.B. DEED BOOK PROP. CQ. PROPOSED POWER POLE ➢EP DEPARTMENT OF RAD. RADIAL OR RADIUS ENVIRONMENTAL PROTECTION R/W RIGHT OF WAY DIST. DISTANCE S. SOUTH DNR DEPARTMENT OF SEC. SECTION NATURAL RESOURCES SOFT. SQUARE FEET DR. DRIVE S.R. STATE ROAD E. EAST ST. STREET EASE. EASEMENT ST& STATION ELEC. ELECTRICAL STRUC, STRUCTURE EL. ELEVATION SUB. SUBDIVISION E,D.V. EDGE OF WATER TEL TEMPORARY BENCH MARK TEMPORARY F.F. FINISHED FLOOR TELE. TELEPHONE FND. FOUND T.O.B. TOP OF HANK %f FIRE HYDRANT TOPO. TOPOGRAPHICAL F.P.L. FLORIDA PAVER L LIGHT TR, TRACT LP, I.R, IRON PIPE IRON ROD TWSP. TOWNSHIP INV. INVERT UE-I UTILITY EASEMENT IRR. IRRIGATION U L D UTILITY L DRAINAGE GOV'T GOVERNMENT U.R. UNREADABLE OR. GRADE W. CND. GROUND W.M.E.MALL MAINTENANCE EASEMENT H HORIZONTAL CV WATER METER H.P.P. HIGH POINT WV WATER VALVE �-. COMBINED LOTS LEGAL DE5CRIPTION- ALL OF LOT 9. BLOCK 2 AVALON BEAGH P.U.D. ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 55, PAGE 19 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY. FLORIDA. CONTAINING 0.10 ACRES MORE OR LESS SURVEY NOTES: 1. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS -OF -WAY AND/OR EASEMENTS OF RECORD. 2. THIS SURVEY IS CERTIFIED ONLY TO THE BELOW NAMED INDIVIDUALS 3. LEGAL DESCRIPTION SUPPLIED BY CLIENT. 4. SO. FT. OF HOUSE (IF SHOWN) SUPPLIED BY CLIENT. 5. NO STRUCTURES OR UTILITIES THAT ARE BENEATH THE SURFACE HAVE BEEN LOCATED. 6. ALL SET CAPS LABELED PSM WEH 8351 ARE SUPPORTED WITH AN 18" LONG #5 REBAR AL1. FOUND CAPS .ARE A F/8" ROD WITH A C P AS LABELED ON SURVEY. ALL FOUND REBAR ARE A 5/8" ROD UNLESS OTHERWISE NOTED. 7. ALL LOT DIMENSIONS ARE PLAT AND MEASURED UNLESS OTHERWISE NOTED. B. BEARING BASE ON EAST LINE OF LOT 9 9. ORIGINAL SL BM: K-633 EL.=17.70' NAVD 88 10, ELEVATIONS (IF SHOWN) HEREON ARE BASED ON N.A.V.D. (1988), UNLESS OTHERWISE NOTED. 11. UE-1 (UTILITY EASEMENT) AS DESCRIBED PER PLAT BOOK 55, PAGE 19. 12. SUBDIVISION LISTED AS BEING IN THE COASTAL BARRIER RESOURCES SYSTEM AREA. 13. PROPOSED GRADING PER ENGINEERED SITE PLAN OF AVALON BEACH PUD PLAN -MOD #1 DATED 02-14-07. ELEVATIONS CONVERTED FROM NGVD TO NAVD, CONVERSION FACTOR OF 1.43' CERTIFIED TO: OCEAN E5TATE5 DRIVE. LLC SITE PLAN NOTES• 2' GUTTER 1, COUNTY WATER + SEWER AVAILABLE FOR THIS PARCEL. 2, A DRIVEWAY MAXIMUM SLOPE 15 NOT TO EXCEED A 107. GRADE 3. FIRST FLOOR ELEVATION ESTABLISHED WITHOUT A HEALTH DEPARTMENT PERMIT. 4• PROPOSED DRAINAGE PLAN DESIGNED TO MEET FLOMDA BUILDING CODE. RE51DENTIAL REQUREMENT5.CR401.3) 5. ALL SLOPES AROUND THE PROPOSED STRUCTURE ARE NOT TO EXCEED THE MAXIMUM ALLOWABLE SLOPE GRADE OF 4.1 G. WHEN A CULVERT 15 REQUIRED THE INVERTS ARE TO BE SET BY PUBLIC WORKS DEPARTMENT AND WILL BE DETERMINED AT STAKE AND GRADE. 7. ALL 5TORMWATER RUNOFF 15 NOT TO IMPACT THE ADJACENT PROPERTIES AND MUST MEET A MINIMUM OF 17. LONGITUDINAL SLOPE OR OTHERWISE ACCEPTED. 81 PLOT PLANS ARE NOT TO BE USED FOR CONSTRUCTION LAYOUT PURPOSES WITHOUT APPROVED BUILDING PERMITS. YY SURVEY TYPE: FLOOD ZONE: X THIS SURVEY MAP AND REPORT OR COPIES THEREOF ARE EFFECTIVE DATE: 02/JLINE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED BOUNDARY/SITE DATE: REVISIONS: 8Y: pNL NO.: 12111C0087 SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, . • • T T CHECKED BY: W.E.H.12/16/20 REVISED FLOOD PANEL INFO LEH � INDICATES EXISTING TION KMA Engineering & Surveying, LLC2I INDICATES PROPOSEDTION DRAWN BY: L.E.H. 12/31 /20 ADDED PROPOSED POOL WEH L�7 INDICATES AS-BUILTTION ELEVATIONS ARE FOR CA Consulting Engineers & Surveyors FIELD B�' 382 10/18/21 UPDATED FIELD WORK SMD PURPOSES ONLYWELLS DCS PAGE N0: WITHIN 100' O PROPERTSS 2345 14th Ave. Suite 3 Vero Beach, FL 32960 67 10/26/21 FORM BOARD LOC. JEK SHOWN. ----eta-- PROPOSED SCALEPhone: (772) 569-6680 Fax: (772) 770-3446 E-Mail: survey@kmafl.com FIELD DATE 01 18 20 NDI C TE SWALEINDICATES LOT E10 2B 21 SCALE: w, ®INDICATES DRADWILLIAM E. HA URST. OAL Certificate of Authorization Number: L.B.8351 -�� LIVING AREA 2.581 sa YRormsesoNAL x.wx+a s on 4 1lAPPAR ENGINEERING & SURVEYING JOB N0: LOT AREA 4,500 sa.Ft. s OXTOA XICOZEx'NA'r1oN No aerie (20-OM1) 21-2626 ©=SEPTIC TANK i