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HomeMy WebLinkAboutOED - Hayhurst - Lot 7 SurveyPlat (2.5.20) I I - - - - LEGEND OF SURVEY ABBREVIATIONS A DELTA ANGLE HIV. HEAD WALL A/C AIR CONDITIDNR L LENGTH AVE. AVENUE Y,T - LIGHT POLE AVG AVERAGE M. MEASURED B.B. BEARING BASE MR MANHOLE PARCEL # 1403'130-'0010'000'3 _ @ BASELINE MH.V.L. MEAN HIGH WATER LINE BA BENCH MARK NON. MONUMENT - - BLK. BLOCK NLD NAIL 6 DISK . BLVD. BOULEVARD N NORTH C CURVE No. NUMBER - CB. CHORD BEARING N.IC NOT INCLUDED C.E.S. . CONCRETE BLOCK ORW. OVERHEAD WIRES - - ryO CHORD DISTANCE PG PAGE N 8 —I 2O ' 13 • E 0.8' BLOCK CENTERLINE P.K PARKER KALON NAIL 0.8• BLOCK I T V H WI CA • CHAIN LINK HORD DISTANCE CE Ppit POINT 13F. PLAT' HEADWALL F 'y O TOP EL.�6.B' CH. CONCRETE MONUMENT PC.P. PERMANENT CONTROLEPOINT TOP EL."7.0' 5O . 00 ' "� P:L PROPERTY LINE l POINT OF RSECTION CRP. CORRUGATED METAL PIPE NORTH LB'BT5 OF PLAT I COM A CONCRETE PIK POWER METER CH. COUNTY ROAD PZM• POD OF BEGINNING CT. COURT ROC POINT OF COMMENCEMENT - 5• W.M.E. f0"1 C/S CONCRETE SLAB PRC POINT OF REVERSE CURVE WR CORNER PAR PERMANENT REFERENCE MONUMENT SET CAP �� Off— SET GAP DB. DEED BOOK PROP, PRDposEn - 5' OFFSET 5. OFFSET - DER DEPARTMENT OF CQI POWER POLE O MAD, RADIAL OR RADIUS B2RIGATION CONTROL VALVE --�p - I DISTANeAqRTCE PRDfECTImI so RIGHT OF WAY I.i DIST. DISTANCE S. SOUTH -- -- ➢NR DEPARTMENT RT OF SEC SECTION 10' B.S.L. DEPARTM RESOURCES SECT. SQUARE ECTIO FEET DR DRIVE SA STATE r 35.3' 23' E. EAST ST STREET ROAD EASE " CASEMENT STA. STATION ELEC ELECTRICAL STRUC STRUCTURE EL ELEVATION SUB. . SUBDIVISION 14.7' .. E.O.V, EDGE OF WATER T.BH. TEMPORARY BENCH MARK F.F. FINISHED FLOORFNA OUND TELE. TELEPHONE *aFFIRE HYDRANT TAB, TOP OF BANK I N 0. F.PL FLORIDA POWER t LIGHT TOPO. TOPOGRAPHICAL FI I.P. IRON PIPE TR, TRACT A PORCH n W I ' 7 IRON UE-1 TOWNSHIP O . UE-1 UTILITY EASEMENT IRR IRRIGATION U 6 D UTILITY 6 DRAINAGE GOV'T GOVERNMENT UR UNREADABLE OR GRADE M CND, GROUND M.M.E WALL MAINTENANCE EASEMENT LlJ HORZ HORIZONTAL CM WATER METER - 1 I HF, HIGH POINT WV WATER<� VE COMBINED LOTS 14,70 p � O LEGAL DESCRIPTIONS ALL OF LOT 7. BLOCK 2 12.7 I AVALON BEACH P .U.D . I 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 LE55 I LOT 8 LOT 7 PROP. LOT 6 SURVEY NOTES: VACANT 2 STORY VACANT 1 . LANDS SHOWN HEREON WERE NOT ABSTRACTED � O C.5.5. FOR RIGHTS—OF—WAY AND/OR EASEMENTS OF F.F.EL=6.B• I RECORD. 'O 2ND FLOOR EL.m1B.8 2. THIS SURVEY IS CERTIFIED ONLY . TO THE BELOW ° PROP. NAMED INDIVIDUALS I Q Gc• 3. LEGAL DESCRIPTION SUPPLIED BY CLIENT. O 4. S0. FT. OF HOUSE (IF SHOWN) SUPPLIED BY CLIENT. Z 5. NO STRUCTURES OR UTILITIES THAT ARE BENEATH THE SURFACE HAVE BEEN LOCATED. 6. ALL SET CAPS LABELED PSM WEH 4416 ARE I SUPPORTED WITH AN 18" LONG #5 REBAR ys 6� ALL FOUND CAPS ARE A 5/8" ROD WITH A CAP AS LABELED ON SURVEY, gs ALL FOUND REBAR ARE A 5/8" ROD UNLESS 5.3• . OTHERWISE NOTED. ENTRY GARAGE EL.= G.3 I 7. ALL LOT DIMENSIONS ARE PLAT AND MEASURED UNLESS OTHERWISE NOTED. I H 8. BEARING BASE ON EAST LINE OF LOT 6 m 9. ORIGINAL SL BM: K-633 EL=17.70' NAVD 88 227 10. ELEVATIONS (IF SHOWN) HEREON ARE BASED 0 o ON N.A.V.D. (1988). UNLESS OTHERWISE NOTED, G,79 It UE-1 (UTILITY EASEMENT) AS DESCRIBED PER s.o_ 14.7' PLAT BOOK 55, PAGE 19. 10 BSL (3-TELE BOX 12. SUBDIVISION LISTED AS BEING IN THE COASTAL . TELE BOXiiiiiE I BARRIER RESOURCES SYSTEM AREA. . Ue-•i 13. ELECTRIc BOX ® PLAN PROPOSED GRADING P OF AVALON BEACH PUD PLANER E RED E MOD #1 DATED 02-14—O7. ELEVATIONS CONVERTED FROM p CLEAN OUTMETALb0 I NGVD TO NAVD, CONVERSION FACTOR OF 1 ,43' LE---fir o h - ? M ucHTPOGONG, N h .SET ORILLHOLE • ' L • SET DRILLHOLE _ 4• coNc. WALK CERTIFIED TO : .L < 4 8 3 ' 5 O ' � �. < 1 G r GUTTER OCEAN ESTATES DRIVE, LLG SET TBM 0 ON PK NAG MAL 'a) EL.w4.34' 149,510 P.G. N� OOEAN ESTATES DRIVE C 30' PRIVATE R/W � 20• PAVEMENT _. 51TE PLAN NOTE5r - SS COUNTY WATER + SEWER AVAILABLE FOR THIS PARCEL. - 2s A DRIVEWAY MAXIMUM SLOPE IS NOT TO EXCEED A IOZ GRADE - . - 3s FIRST FLOOR ELEVATION ESTABLISHED WITHOUT A HEALTH DEPARTMENT PERMIT , . y TER N� 4v PROPOSED DRAINAGE PLAN DESIGNED TO MEET FLORIDA BUILDING CODE, RESIDENTIAL REQUIREMENTS.CR401,3) N1 5, ALL SLOPES AROUND THE PROPOSED STRUCTURE ARE NOT TO EXCEED THE MAXIMUM ALLOWABLE SLOPE GRADE OF 44 - 6S WHEN A CULVERT 15 REQUIRED THE RiVERT5 ARE TO BE . SET BY FUBUC WORKS DEPARTMENT AND WILL BE DETERMINED AT STAKE AND - — GRADE. 7s ALL STORMWATER RUNOFF 15 NOT TO IMPACT THE ADJACENT PROPERTIES. AND MUST MEET A MMMUM OF 17. LONGITUDINAL SLOPE OR OTHERWISE ACCEPTED, 8, PLOT PLANS ARE NOT TO BE USED FOR CONSTRUCTION LAYOUT PURPOSES WITHOUT APPROVED BUILDING PERMITS. THIS SURVEY MAP AND REPORT OR COPIES TJFANA RA S '`�R TMPE' FLOOD ZONE: X NOT VALID OF A WITHOUT FLORIDA LICENSED SURVEYOR ORIGINAL IG A HAYHURST . LAND SURVEYING INC . BOUNDARY�TOPO. DATE REVISIONS: BY: pNL N0 12 1 Col "CTIVE DAM, I 1J /12 CHECKED BY: W.E.H. ® INDICATES EXISTING ELEVATION CERTIFICATE OF AUTHORIZATION NUMBER CL.B. 7364� ffi INDICATES PROPOSED ELEVATION SURVEYING Sc - MAPPING COMPANY DRAWN BY: L.E H ELEVATIONSINDICATES DATE AS FOR CAIC.EVATION FlELD BOOK: PURPOSES ONLY. ' . 445 9TH Sr . S .W. T7Yiit - 7 .378 - THERE ARE NO WELLS OR SEPTICS PAGE N0: 1 O - SWITHIN HOWN• I00' OF PROPERTY UNLESS VERO REACH . IT'=.. 32962 -�WN4 PROPOSED CONTOUR LINE 1 � PHONE: (772) 569- 6680 FIELD DAB' O1 1S 2O PROPOSED SVALE LINE UILT INDICATES LOT DRAINAGEgA L FAX: (772) 770- 3446 SCALE .� °c� O� ® INDICATES DRAINFIELDamm LIVING AREA a,581 AINFI szonmw nwoTeeitwazo xo hOyl'1UFStIS©IIV6'. COITM 2O-01O LOT AREA 4.500 s°Rt. - �SEPTIC TANK