HomeMy WebLinkAboutSurveyAREA CALCULATIONS: /
LOT CONTAINS: 59,168 5F = 100% /
LOWER LEVEL, GARAGE, PATIO, AND ENTRY = 3,770 SF = 6.4/
CONCRETE DRIVEWAY AND CONCRETE SLAB = 2,970 5F = 5%
POOL AND DECK = 1,489.38 SF = 2.5% a`k, / !/
OPEN SPACE = 50,938-62 = 86.1 % 4 p
'e !!
V`bp /
/
/
RP �
It s73°•g9 �6r�I F 1jU �.`. F,yl-26.14
00 F 1IC 200 LB�1g3 4p
t O 2y Zvi 29
t, w m
Q�
r C,
o
r
I$o �P
tg �P
25.97 25.41 25.6z
Ins
j� ������•�' 25.3
pL P�p
2b 2� 26'!T 5.40
I ~ 2
i Cti /
I vL
z..66 G2 / Q0
1 VC �� T
0
I 26.0
25.74 a 01-
B �
26.6
Z539 � ��o$ ��®�yc
27.2x
j6y3 mFa @ /r <ta FAb CO
Al
Al
5 89059'49" E 87.21'so
_
b / z / �260x
ks/l l' ry M
I M
'5q.3g • %C�
l i L
/ x264 4.00•
�n
l` N
1 � / 25.9X 12.33'
x 271
IS
r'501, E l z4.7z
Op•
8.67 SPpop
rNG f FAM Eb z STORY
zj 50 SrDFN�F
p / 27.00
4 u I 2 .33'
10 3 I � coVP
28.0• 3
16146 PRopo' f0
26Ax P oot
SP4 n
/ 25.8 x P PROPOSED
/ 51.25• b6ck
26.9x
A4 l wr
I/ 26.8 x
;,; /
262x Qo �J �^ 25.9 / 92
?At
I
1
I DNS
` I ONCS
NO R a
?,
NQi , r
FOzS'^�
/ 4,,k fso `
/
f LS Sg 2byb
Lor
3
Fpe 26z53)
LOT z
(VgCIN7)
11 SR 3og3L
S T3° '14•. F
50.08„ zz0
00,
E z1v' 0,
b
RF,t1 Z ' 3 ONCS ?bj
1
x 5.50 25 43 * v U yb , /
ZbA� ry"'SF°KFNr // Z62
Tb
Al26.6 x i^ l r NO rD e rR
�Y3O3R4p=gL
w 86.49,
2
25.66 92gi i i gbbA ` `
27.Ox 11°�� ZbbL T ZbT
i
NNb S/8 rR
25.90 /
--25 8
.. 27.2x
b2 /
z6.3 �. �y,.; ��� �� Zba /Z 1 UNPLATTED
P 27z� /25,psl ea� Zy°\� \ 26.0 7 259 GOLF COURSE
p OS /
20
/ *4A 1+a
c'f Zb1 aC�
2..0
25.9
25.3X \\
2 /
- Y 25.8.01
\
LEGAL DESCRIPTION:
LOT 1, POD 22, P.U.D. II AT THE RESERVE, ACCORDING TO THE PLAT THEREOF,
RECORDED IN PLAT BOOK 47, PAGE(S) 18, OF THE PUBLIC RECORDS OF ST. LUCIE
COUNTY, FLORIDA.
ADDRESS: 7466 LEGENDS DRIVE
PORT ST. LUCIE, FL. 34986
NOTES:
SUBJECT TO ANY APPLICABLE EASEMENTS, RIGHTS -OF -WAY, OR OTHER
RESTRICTIONS OF RECORD.
A SEARCH OF THE PUBLIC RECORDS HAS NOT BEEN MADE BY THI5 OFFICE.
ELEVATIONS ARE IN FEET AND REFERENCED TO A SURVEY PERFORMED BY VELCON
GROUP, INC. DATED 05/08/2013, JOB# 13-026. THE DATUM OF SAID SURVEY IS THE
NORTH AMERICAN VERTICAL DATUM OF 1988. (NAVD 1988).
BEARINGS SHOWN HEREON ARE BASED UPON AN PLATTED MERIDIAN, ALONG THE
SOUTHERLY PROPERTY LINE OF LOT 1, HAVING AN PLATTED BEARING OF
N 69037'09" W. ALL OTHER BEARINGS ARE RELATIVE THERETO.
PROPERTY LIES IN F.I,R.M. ZONE "X", AS SHOWN ON MAP NUMBER 1211100260J,
DATED 2/16/20. FLOOD ZONES ARE APPROXIMATE AS SCALED FROM FLOOD
INSURANCE RATE MAPS.
IN ACCORDANCE WITH CHAPTER 5J-17.051, ADDITIONS OR DELETIONS TO SURVEY
MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY, IS PROHIBITED WITHOUT
WRITTEN CONSENT OF THE SIGNING PARTY.
UTILITIES SHOWN HEREON ARE VISIBLE ABOVE GROUND FEATURES. ADDITIONAL
SUBSURFACE UTILITIES AND OR FEATURES MAY EXIST.
THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS
SURVEY, THAT MAY BE FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY,
FLORIDA.
NOY VALID WITHOUT THE ORIGINAL SIGNATURE AND RAISED SEAL OF A FLORIDA
LICENSED SURVEYOR AND MAPPER.
LEGAL DESCRIPTION PER SPECIAL WARRANTY DEED RECORDED IN OFFICIAL RECORD
BOOK 2330, PAGE 1752, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY.
THE EXPECTED USE OF THE SURVEY AND MAP IS RESIDENTIAL.
ALL DISTANCES AND ELEVATIONS SHOWN ARE IN ACCORD WITH THE UNITED
5TATE5 STANDARD USING FEET.
ALL DIRECTIONAL MEASUREMENTS SHOWN ARE IN THE FORMAT OF DEGREES,
MINUTES AND SECONDS.
a x26. / / 0� , UNPLATTED CONSERVATION
10 �,�@�� EASEMENT WETLAND NO. 61
>op' ° / 3 d'1 O.R.B. 1431, PAGE 1158
26.0 / qRo Z: ti
p � / 5.625.
ABBREVIATIONS LEGEND ` LINE CHART
Li S 35026'59" E 10.49' NON RADIAL
/ A/C AIR CONDITIONING EOW EDGE OF WATER M&B METES AND BOUNDS SF SQUARE FEET
/ AC ACRE EP EDGE OF PAVEMEN'� Nab NAIL AND DISK SHP SHIP SPIKE OR BOLT L2 5 35026'59" E 21.99' NON RADIAL
AL ALUMINUM. ESB ELECTRIC SERVICE BOX N NALL SLCR ST LUCIE COUNTY RECORDS
/ ANC ANCHOR ESMT EASEMENT NA NON -APPLICABLE SLP STREET LIGHT SUPPORT POLE
- - AP ANCHOR POLE EX. EXISTING NAVD NORTH AMERICAN VERTICAL DATUM 5.5. SANITARY SEWER CURVE CHART
APRX APPROXIMATE EXT EXTENDED NGVD NATIONAL GEODETIC VERTICAL DATUM SPC STATE PLANE COORDINATES ,
P ASPHALT C BUFFER EASEMENT FCFENCE
CURB NTS NOT TO SCALE STD STANDARDTIC K C 1
BE
BFP BACK FLOW PREVENTOR - FOC FIRE DEPARTMENTCONNECTIN O/A OVERALL STU STORY 1 R= 110, OU' (P)
/ OFFSET OVERHEAD EASEMENT SWL SWLR FLORIDA ADS SANITARYVALVE
BK BOCK FFE FINISED FLOOR ELEVATION A= 67° 33' 31"
BM BENCHMARK FH FIRE HYDRANT OHE OVERHEADELECTRIC TA TOP OF ASPHALT L= 129 70'
n;.. DOC BACK OF CURB FND FOUND OHU OVERHEAD UTILITY TM TAX MAP
BP BRICK PAVERS FOC FACE OF CURB OR OFFICIAL RECORD TMH TELEPHONE MANHOLE R= 110,00, (M)
/ BOW BACK OF WALK FOW FACE OF WALK O.R.B. OFFICIAL RECORD BOOK TOB TOP OF BANK
BAG BEARING FPL FLORIDA POWER A LIGHT P/C PROPERTY CORNER TOE TOE OF SLOPE A= 67' 35' 22"
BW BARBED WIRE GA GREEN AREA P/L PROPERTY LINE TP TRAVERSE POINT
0 C&G CURB AND GUTTER GMH GAS MANHOLE P PLAT TR TELEPHONE RISER L= 1.29.76'
0 C&T CULPEPPER& TERPENAW am GROUND PAVE PAVEMENT TRANS TRANSFORMER Cry`
25.2)e •C & C/O CUT OUT GRD GRINDER PS PLAT BOOK TSB TRAFFIC SIGNAL BOX
/ 9: pg C CALCULATED HC HEADER CURB PC POINT OF CURVATURE TT TIN TAB R= 110.00' (P)
Q 25.4 a} p. CAN CABLET TELEVISION BOX HCP HANDI-CAP PCC POINT OF COMPOUND CURVATURE WP TOWNSHIP ° ,i
26.1 x �Q'� O Q , 4\ co CATCH BASIN HOPE HIGH DENSIT/ POLYETHYLENE PCO PRESSURE CLEAN OUT (SANITARY) TYP TYPICAL A= 56 44 46
26.0 S• 0 C65 CONCRETE BLOCK SIRULTURE H6W HOG WIRE PCP PERMANENT CONTROL POINT U/C UNDER CONSTRUCTION.
'-' CHD CHORD HW HEADWALL P.D.E. PRIVATE DRAINAGE EASEMENT U.E. UTILITY EASEMENT L= 108.94'
4 ryg' a CI CURB INLET HYD HYDRANT PG PAGE UP UTILITY POLE R= 110.00' M
b CL CENTERLINE ICV IRRIGATION CONTROL VALVE PI POINT OF INTERSECTION UR UTILITY RISER ( )
/ aY CLF CHAIN LINK FENCE ID IDENTIFICATION PRKG PARKING UW UNDERWATER A= 56'50'57"
ONES 27.5 :,
27.2 x
N 69 3T�G B4
w s)
16Z
a "F ar ryF
to Loy.t R�S�RV�
FFF, zj
.O4
N:\Projects\2020\20-2128 MKS Legends Dr\,20 2128 BNDY CAD 2020.dwg, 12j2/2012u 3:09:08 PRO, LAN!ER MP W6700
25 2x CM CONCRETE MONUMENT ILL ILLEGIBLE PK&D PARKER KALON NAIL AND DISK VC VALLEY CURB
J CMP CORRUGATED METAL PIPE INT INTERSECTION PK/TT PARKER KALON NAIL AND TIN TAB VLT VAULT L= 109 -14'
(PIP. CO CLEAN OUT INV INVERT PL5 PROFESSIONAL LAND SURVEYOR WD WOOD
° O COR CORNER IP IRON PIPE POD POINT OF BEGINNING WL WATER LINE C3
CONC CONCRETE IP&P IRON PIPE & PLUG POC POINT OF COMMENCEMENT WM WATER METER R= 330.00' P&M
3� CONST CONSTRUCTION IR IRON ROD PP POWER POE WP WELL POINT ( )
�,� 25.5 x - O coil COV COVERED IRA IRRIGATION PRL POINT OF REVERSE CURVATURE WPP WOOD POWER POLE A= 5' 12' S7"
7 2 a s - N CE COVERED ENTRY IV IRRIGATION VALVE PRO PRORATED DISTANCE W5 WATER SERVICE
COVP COVERED PORCH ICV IRR16ATIOFI CONT,'OL VALVE PROP -PROPOSED WV WATER VALVE L= 30.04'
CPP CONCRETE POWER POE IW IRRIGATION WELL. PRM PERMANENT REFERENCE MONUMENT C4
1 O' L LENGTH P5M PROFESSIONAL SURVEYOR MAPPER
LOT CONTAINS: 59,168 SQUARE FEET.
BOUNDARY AND TOPOGRAPHIC; SURVEY FIELD DATE: 11-24-20
CEiiTIFIED TO: MKS CONSTRUCTION, LLC.
-° 4. CPPIPE CORRUGATED PLASTIC PIPE OAK TREE
.Q N N CS CONCRETE SLAB - LB LICENSED SUSINE55 P5WL PLASTIC SWAE R= 330.00' (P&M)
\ M '-1 W 0 DELTA ANGLE LFST LIFT STATION PT POINT OF TANGENCY
D/F DRAIN FIELD LME LAKE MAINTENANCE EASEMENT P.U.E. - PRIVATE UTILITY EASEMENT PINE TREE At 14' 38' 37"
�\ r- q D DEED INFORMATION LOCATION PVC POLYVINYLCNLORIDE
DC D" CURB LP LP LIGHT POE PAC RODDANDAND CAP L= 84 - 34
25.6 x D.E. DRAINAGE EASEMENT LS LICENSED SURVEYOR R/W RIGHT-OF-WAY PALM TREE
DI DROPINLET M MEASURED R RADIUS
DIA DIAMETER MAX MAXIMUM RCP REINFORCED CONCRETE PIPE \
DIP DUCTILE IRON PIPE MD MAIL BOX RFL ROOF LINE EM .ELECTRIC METER
_ DMH DRAINAGE MANHOLE MEAS MEASURED RGE RANGE 0
DUE DRAINAGE & UTILITY EASEMENT MES MITERED END SECTION 'RLS RE6I5TERED LAND SURVEYOR
c EDGE OF CONCRETE MH MAN ROLE pp RAIUS
FNO j/4" `�' - CP ELECTRICAL CONTROL PAL MHWL MEAN HIGH WATE� LINE RR RAILROAD INT ® ELECTRIC SERVICE BOX
4eNE
EL ELEVATION MIN MINIMUM - RRS - RAILROAD SPIKE
EEC ELECTRIC MN MAGNETIC NAIL 5/W SIDEWALK YRD YARD DRAIN
ELEV ELEVATION MN&D MAGNETIC NAIL & DISK SMH SANITARY SEWER MANHOLE
EM ELECTRIC METER MIT MITERED END SBT SOUTHERN BELL TELEPHONE
ENC ENCROACHMENT MW MONITORING WELL: - SEC SECTION 27.0 PROPOSED ELEVATION
t .,.., . REVIEWED FUk
CODE COMPLIANT'
ST. LUCIE COUNT
BOCC
_ f
FILE COPS'
REffE_T D
DEC 16 ?020
ST. Lucie CauntY, Pennitt
ROBERT F. KEMERSON
PROFE35IONAL SURVEYOR AND MAPPER
STATE OF FLORIDA (PSM)#6285
0
o
m� N
.� 00
00 m
Cj Lu rn
L'LI' 7H M no
LU AB a
i� q k > CIL ck U
CIO ix � CO ;
E .-.3
4 z0 v N
47
jjjhc) w v 3
>�Q�Lu
ecU- 0- 1 Q U)
.s 4� 0 3 LLo z -a
CL
0 Lu
o 3
b w
V
J
CL.
Lies
ce
r' LU 7
L� h
cl
ca
L;
j
z
0
5
w
a
F
4
O
- 5:
DRAWN BY:
BK
APPROVED BY:
R. KEMERSON
SCALE:
t .,.., . REVIEWED FUk
CODE COMPLIANT'
ST. LUCIE COUNT
BOCC
_ f
FILE COPS'
REffE_T D
DEC 16 ?020
ST. Lucie CauntY, Pennitt
ROBERT F. KEMERSON
PROFE35IONAL SURVEYOR AND MAPPER
STATE OF FLORIDA (PSM)#6285
0
o
m� N
.� 00
00 m
Cj Lu rn
L'LI' 7H M no
LU AB a
i� q k > CIL ck U
CIO ix � CO ;
E .-.3
4 z0 v N
47
jjjhc) w v 3
>�Q�Lu
ecU- 0- 1 Q U)
.s 4� 0 3 LLo z -a
CL
0 Lu
o 3
b w
V
J
CL.
Lies
ce
r' LU 7
L� h
cl
ca
L;
j
z
0
5
w
a
F
4
O
- 5:
DRAWN BY:
BK
APPROVED BY:
R. KEMERSON
SCALE:
FILE COPS'
REffE_T D
DEC 16 ?020
ST. Lucie CauntY, Pennitt
ROBERT F. KEMERSON
PROFE35IONAL SURVEYOR AND MAPPER
STATE OF FLORIDA (PSM)#6285
0
o
m� N
.� 00
00 m
Cj Lu rn
L'LI' 7H M no
LU AB a
i� q k > CIL ck U
CIO ix � CO ;
E .-.3
4 z0 v N
47
jjjhc) w v 3
>�Q�Lu
ecU- 0- 1 Q U)
.s 4� 0 3 LLo z -a
CL
0 Lu
o 3
b w
V
J
CL.
Lies
ce
r' LU 7
L� h
cl
ca
L;
j
z
0
5
w
a
F
4
O
- 5:
DRAWN BY:
BK
APPROVED BY:
R. KEMERSON
SCALE:
J
CL.
Lies
ce
r' LU 7
L� h
cl
ca
L;
j
z
0
5
w
a
F
4
O
- 5:
DRAWN BY:
BK
APPROVED BY:
R. KEMERSON
SCALE:
j
z
0
5
w
a
F
4
O
- 5:
DRAWN BY:
BK
APPROVED BY:
R. KEMERSON
SCALE: