HomeMy WebLinkAboutOED - Hayhurst - Lot 28 SurveyPlat (2.5.20)LEGEN➢ GF SURVEY ABBREVIATIONS
A DELTA ANGLE Kwo HEAD WALL
A/C AIR CONDITIONER L LENGTH
- - AVE AVENUE 1Z LIGHT POLE
Parcel DO, 1403-130-0014-000-BIG, IG, AVERAGE N MEASURED
9. BEARING BASE NH. 'MANHOLE
$, 'BASELINE KKW.L MEAN HIGH WATER LINE
H.M. BENCH MARK MON. MONUMENT
BLK. BLOCK N&D NAIL t DISK
BLVD, BOULEVARD N NORTH
C, CURVE Na NUMBER
C.B. CHORD HEARING KIM - NOT INCLUDED
C.R& CONCRETE BLOCK GH.V*. OVERHEAD WIRES
O.B• BLOCK _ STRUCTURE - PG. PAGE
HEADWALL a �1 ``�/ F �.D, Pk PARKER KALON NAIL-
. TOP EL-7.9' 58 i 2O 13!.t 5O.00' E CCEE'NTERLINEANCE P. PLAT
C�LF� CHAIN LINK FENCE p•r. POINT OF CURVATURE
Cd CHORD nISTANLE RCR, PERMANENT CONTROL POINT
SOUTH LIAT5 OF PLAT - CK I C.N.P. CONCR TE MUNETALTPIPC P.L POINT OF INTERSECTION
J— I _ PI.. .PROPERTY LONE
CONCRETE PR POWER METER WME CRO COUNTY ROAD RT p,O,H. POINT OF BEGINNING
SET GAP C/S CONCRETE SLAB PROD POINT OF REVERSE OF COMMENCEMENT
SET GAP COS. CORNER
5' OFFSET o 5'. OFFSET DD6 DEED .B. DEED HDDK PROP. PERPOSm REFERENCE MONUMENT
POWER POLE
DEP DEPARTMENT OF p�AD;� R DIAL DR RADIUST
%0• B.51. DIST. DIS�ANCENTAL PROTECT]WN R/W RIGHT OF WAY
2.3' DNR DEPARTMENT OF S. SOUTH
NATURAL RESOURCES SSECTION
? DR. DRIVE SOOFT. SQUARE FEET
SR STATE ROAD
E EAST ST, STREET
�4.7' SE .M EAEASEMENT STR STATION
OTI -
0• ELEC6 ELECTRICAL
09 UCTURE
EL. ELEVATION SUBUO SUBDIVISION
. I COW, EDGE OF WATER TIN. TEMPORARY BENCH MARK
I FF. FINISHED FLOOR T.TELEPHONE
FNDn FOUND TOM,
TOP OF HANK
*a
PORCH FFFIRE HYDRANT TR O TROPG
ACTRAPHICAL
.L FLORIDA PHVF12 t LIGHT
O Lp• - IRON PIPE TWSP. TOWNSHIP
I
IN IRON ROD UE-1 UTILITY EASEMENT
- - ( M INVERT
GOV T GOVERNMENT
IRRIGATION O t D UNREADY t DRAINAGE
GOV'T. GOVERNMENT Wo UNREADABLE
I GN. GRADE
OUN V. VEST
GND, GROUND W'� WALL MAINTENANCE EASEMENT
HORZ HORIZONTAL ® WATER METER
I V 14.7• Hp* HIGH POINT VWATER VALVE
COMBINED LOTS
T
1230 - I LEGAL DESCRIPTION[ ALL OF LOT 28. BLOCK 2
I O AVALON BEACH P.U.D.
m� ACCORDING TO THE PLAT THEREOF AS RECORDED
O IN PLAT BOOK 55. PAGE 19 OF THE PUBLIC
,4 Air (� O RECORDS OF ST. LUCIE COUNTY. FLORIDA,
id
p LOT 27 I CONTAINING 0.10 ACRES MORE OR LESS '
I LOT 29 LOT 28 O VACANT
VACANT .PROP.
W m 2 STORY S, z SURVEY NOTES:
j� F,F,EL m7,5• 1. LANDS SHOWN HEREON WERE NOT ABSTRACTED
d Q� 2ND FLOOR EL=19.5 FOR RIGHTS -OF -WAY AND/OR EASEMENTS OF
V PROP, I RECORD.
I i 0
0N0. 2. THIS SURVEY IS CERTIFIED ONLY TO THE BELOW
A/C NAMED INDIVIDUALS
O 3. LEGAL DESCRIPTION SUPPLIED BY CLIENT.
O Q 44 SOT FT. OF HOUSE (IF SHOWN) SUPPLIED BY
5: NO STRUCTURES OR UTILITIES THAT ARE
BENEATH THE SURFACE HAVE BEEN LOCATED,
ly 6. ALL SET CAPS LABELED PSM WEH 4416 ARE
I 9 SUPPORTED N �°� �°� ALL FO DP CAPS A 5/8" RODWITHA CAP
5.3• AS LABELED ON SURVEY.
ALL FOUND REBAR ARE A 5/8" ROD UNLESS
ENTRY ;I, GARAGE EL.= 7.0' _
OTHERWISE NOTED.
7. ALL LOT DIMENSIONS ARE PLAT AND MEASURED
UNLESS OTHERWISE NOTED.
° 22.7 B. BEARING BASE ON EAST LINE OF LOT 6
v 9. ORIGINAL SL BM: K-633 EL 17.70' NAVD 88
" 10. ELEVATIONS (IF SHOWN) HEREON ARE BASED
g•o_ G•7• PROP. FA ER ORNE ALE; ON N.A.V.D. (1988). UNLESS OTHERWISE NOTED.
1o' B.Sl• BOX - I 11. UE-1 (UTILITY EASEMENT) AS DESCRIBED PER
eox ® ® PLAT BOOK 55, PAGE 19,
12. SUBDIVISION LISTED AS BEING IN THE COASTAL
oUE-i BARRIER RESOURCES SYSTEM AREA
EAN our g6 id a o a? N 13. PROPOSED GRADING PER ENGINEERED SITE
PLAN OFh� DATED 02A14L07 ELEVATIONS CONVERTED#FROM
`N NGVD TO NAVD, CONVERSION FACTOR OF 1.43'
r.
a
ET DRLLHOLE
SET DRILLHOLE� .. . go < a• conC; WALK r -
.CERTIFIED TO:
SET Te�1 I OCEAN ESTATES DRIVE. LLC
ON g.2HoULOCEAN ESTATES DRIVER
C 30• PRIVATE R/W20• P MENr
/ ry/ SEWER MANHOLE ? as
TOP EL=5.27' -'®
L-1
SITE PLAN NOTES `. N89"200130E 50.00'
, - - -
0T•° 2• GUTTER aIt COUNTY WATER + SEWER AVALA13LE FOR THI5 PARCEL.
2* A DRIVEWAY MAXIMUM SLOPE 15 NOT TO EXCEED A 107. GRADE
3v FIRST FLOOR ELEVATION ESTABLISHED WITHOUT A HEALTH DEPARTMENT PERMIT, -
4s FROP05ED DRAINAGE PLAN DESIGNED TO MEET FLORIDA BUILDING CODE. RESIDENTIAL REQUIREMENT5.0R401.3) -
5. ALL SLOPES AROUND THE PROPOSED STRUCTURE ARE NOT TO EXCEED THE MAXIMUM ALLOWABLE SLOPE. GRADE OF 411
Ge WHEN A CULVERT 15 REQUIRED THE INVERTS ARE TO BE SET BY PUBLIC 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 MINIMUM OF. 17.. LONGITUDINAL SLOPE OR
- OTHERWISE ACCEPTED. -
81 PLOT PLANS ARE NOT TO BE USED FOR CONSTRUCTION LAYOUT PURPOSES WITHOUT APPROVED
BUILDING PERMITS.