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ENGINEERS p SURVEYORS
ENVIRONMENTAL
10250 VILLAGE PARKWAY
UNIT 201
PORT ST. LUCIE, FL 34987
772-462-2456
-,0 www.edc-inc.com
F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935
L.B. CERTIFICATE OF AUTHORIZATION 8098
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LUTCIIEETCTO�UUNTTYY FLORIDA/�^
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w I m SYMBOL & ABBREVIATION LEGEND:
SE 1 /4
Z a Ni i� IpNj DIP DUCTILE IRON PIPE PERMANENT CONTROL S.L.C. ST. LUCIE C NTY
O Ihl b OA AIR RELEASE VALVE HYDRANT PCP POINT
O F NI I O IO - E EAST/FASTING STA STATION
�i IO 1� AL ARC LENGTH EGA, EDGE OF WATER IN INCH FIRM PERMANENT REFERENCE STORMWATER DRAINAGE
MONUMENT
i O 01 L_____-_� 1� i0 ASPH ASPHALT EBEl ELECTRIC BOX INV INVERT P.B. PLAT BOOK O MANHOLE
O OI I
ZI I / 1 I 1 BFP BACK FLOW PREVENTER ELECTRIC HAND HOLE IP IRON PIPE P PLAT DATA -� STREET SIGN
I SW 1 4 , I H IR IRON ROD ( )
m 1 SUBJECT 1 1 EMm ELECTRIC METER P.O.C. POINT OF RISEREi
Q < I i , 1 - BENCHMARK (BM) ® (EHH) P.O.B. POINT OF BEGINNING
z r- -- IR/C IRON ROD AND CAP TELE TELEPHONE I ER BOX
0 1 6 PROPERTY 6 5 M BIKE RACK ELEC. IRRIGATION CONTROL COMMENCEMENT
r -II 1___ S89.44'35 E 2661.57 PANELS ELECTRICAL PANEL ® .VALVE POINT OF COMPOUND TOE TOE OF SLOPE
3' x3" CM r -----♦------------ ------ --- - CAN ❑ CABLE RISER L LENGTH P.C.C. CURVE TOB TOP OF BAN ,/BERM
� r ry S89'44 35 E 2660.68 � EL./ELEV. ELEVATION I �
Fw O 12. ! - 1.25' IP "7 8 P.C. POINT OF CURVATURE T.O.N. TOP OF NUT r
p 3"xY CM (C) CALCULATED FEMA FEDERAL EMERGENCY .LIGHT POST z
w - MANAGEMENT AGENCY P.T. POINT OF TANGENCY TOPOGRAPHI ATA - W
® CATCH BASIN F.O. FIBER OPTIC MAG/D MAG NAIL NAIL MAG BRAND P.O.T. POINT. OF TERMINUS X 0.0 (SOFT SURFA C) O
p I- - CENTERLINE FOHH FIBER OPTIC HAND PVC POLYVINYL CHLORIDE X 0.00 TOPOGRAPHI !DATA O
Z Z CCR HOLE QM MAILBOX FORT A SAINT LUCIE, TWNSHP TOWNSHIP RF E) OZ
w CERTIFIED CORNER PSL
Z U CLF CHAIN LINK FENCE RECORD® FIBER OPTIC MARKER M.C. MARTIN COUNTY
PROFESS
FIBER ,
MHWL MEAN HIGH WATER LINE PLS SURVEYOR
LAND O TRAFFIC HA OLD
O _ CHD. CHORD RISER FIBER OPTIC RISER Z
/ MLWL MINEN LOWER WATER R .RADIUS TSCB TRAFFIC SIG g CO 0 CLEAN OUT (M) FIELD MEASURED RGE RANGE CONTROL BO a
2Z Or^qO / / CdMM FFE. FINISHED. FLOOR %x METAL LIGHT POST RTK REAL TIME KINEMATIC TYP TYPICAL WO,
O `L O• RNMR RECLAIMED WATER U.E. UTIUTY EASENT < W
0 COMMUNICATION RISER ELEVATION
Oa w X, I, FLORIDA DEPARTMENT RWV D4 z g
U a 0 CONC CONCRETE FOOT `� METAL POWER POLE VALVE Y O OF TRANSPORTATION - UNK UNKNOWN p
REGISTERED LAND
Q RER AMP METAL PIPSURVEYOR � �s'�(3,Iz, „ ^�`��� D( Q CONCRETE LIGHT POST FPL FLOIDA POWND E RLS HH UNKNOWN HDHOLD
� H
z IL € ^ / LIGHT MON MONUMENT REINFORCED CONCRE z O
w / t,T°�-�i'I ^ CM CONCRETE MONUMENT FT FOOT RCP PIPE. F�1SER W o
p, ^'� (j NATIONAL GEODETIC BOX 0 UNKNOWN RI R BOX
ELw I F T O' CONCRETE POWER POLE FM FORCE MAIN NGVD29 VERTICAL DATUM OF R/W RIGHT-OF-WAY LL rn
a m gT am.. i n Xti / - CF P ® (CPP) 1929 UNKNOWN a
O 4"� �') m ,\ FND FOUND N D R/C ROD AND CAP OU MANHOLE C. w w
a - $r: s ern'`,- 1 O. CONCRETE POWER POLE / `NON DESCRIPT NAIL o o
p g z%O T A X'kti"""� W/STREET LIGHT Q FPL MANHOLE AND DISK O SANITARY MANHOLE VCP VITRIFIED CL PIPE a
w z I - O� Fs. " -"� �' CONCRETE SIGNAL SO FT. SQUARE FEET N.R.. NON RADIAL WM WATER METE
Q ¢ ;1; , *wF TIGHT POLE NORTH AMERICAN SV GQ SANITARY VALVE WATER SERV C METER N
J� NAVD88 VERTICAL DATUM OF ❑O
aw ''' BENCHMARK if1 CORRUGATED METAL GAS pQ GAS VALVE (WM) `vo o w
=O �@�� - � � CMP 1988 :SEC SECTION N N r
O - / ° .�E / SET MAG/D PIPE GEOGRAPHIC INFORMATION N NORTH OR NORTHING WV x WATER VALV �(WV) C
,Wyk W / a _ � � � '_;.,. N:.1167161.85 � CURB INLET GIS SYSTEMS No. NUMBER 0 PROPERTY CORNER
GROUND
In I, • d o Soon, , E: 857974.27' - - e6) DEPOSTCORATIVE LIGHT D GROOU`ND IANCHOR O.R.B. BOOOFFK
RECORDS RIGHT-OFSIGNTROL -WAY WELL
® WEST '
O / q)' D.B. DEED BOOK HANDICAP PG PARCEL CONTROL PAGE s SOUTH
0 - //I)''• "'" '`' / EL: 21, 21 OHW OVER HEAD WIRES WF WOOD FENCE I
w W / ' O' SET 5 8' IRC X'` ^ O Jw. WOOD POLE EET
a �` z X'\ ;zJ (LB8Q98) _ Q DELTA/CENTRAL ANGLE L- PCN NUMBER I� SPIGOT' Y-^` LIGHT
HIGH DENSITY
N i • r rr r( ^�° SE (LB80 8 -0 DIAMETER O DRAINAGE MDANHOLE HWFE PK HOG WIRE POLYETHYLENEPIPE
PK/DAIL DSKPARKER-KALON NAIL SPRINKLER VALVE
�-' WOOD POWE it OLE I-
W 3 N89 44 38 W 185.33 C /8' IRC PARKER-KALON NAIL &
j5_ Q
LEGAL DESCRIPTION. 1�I W
O a ., g P' Z`?B a0 W
Q C oS3 P\ s3' LO LO ALL THAT PART OF THE WEST THREE -FIFTHS (WEST 3/5) OF .THE SOUTH ONE-HALF (SOUTH 1/2) OF THE SOUTH ONE-HALF (SOUTH 1 ) OF
= W 1 9 / O ROPOSE k 0) THE SOUTHWEST ONE -QUARTER (SOUTHWEST 1/4) OF THE SOUTHEAST ONE -QUARTER (SOUTHEAST 1/4) OF THE SOUTHWEST ONE -QUA ER Z W
0 A 25 RADIUS O SqN \ X^, � (SOUTHWEST 1/4) OF SECTION 6, TOWNSHIP 34 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA, LYING EAST OF THE EASTERLY R'', HT OF 7� rY Z O (' a
o PROP. RETE � a / �� qRY Se O 0 x^� WAY LINE OF THE SUNSHINE STATE PARKWAY ACCESS ROAD. (ALSO IDENTIFIED AS TRACT 279 AS SHOWN ON LOCATION MAP „B- DRAW BY Z O
a '�, 0 RFICe \ X^ MCLAUGHLIN ENGINEERING CO. DATED APRIL 25, 1966). �I N
g O MES CoN : 17.3' -x r 2 �^� `o / /� �� 0 CONTAINING 0.91 ACRES, MORE OR LESS.
r o \ 6'xl4' Q N Q
- BALCONY LL
CONIC. m
W ° PROP. CONCRETE 7: x `� .h
MEs INv:17.3' g q X^ �� X^ d . 30.00' _ SURVEYORS NOTES AND REPORT: U W = O O Z
w / w X x^ // o 2.02' 35.00' 0 = I= V
oN k p R i /�• 0 4.00' �_ ^ E 1. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SUR' YOR AND '^ U Z O
F w .: I 1 .�# - `L^ 2 <'X`' ^ (o PROPOSED o X^� Q V) O M V
_� ! A4°' // n �' O O 0� 2e STORY (� MAPPER. THIS SURVEY CANNOT BE TRANSFERRED OR ASSIGNED WITHOUT THE SPECIFIC WRITTEN PERMISSION OF ENGINEERING, SIGN AND
^ ^ CONSTRUCTION, INC. IT IS A VIOLATION OF CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, TO ALTER THIS SURVEY WITHOUT T EXPRESS 7 �Q�j W / v x O x RESIDENCE ° O L L L
*- PRIOR WRITTEN CONSENT OF THE SURVEYOR. ADDITIONS AND/OR DELETIONS MADE TO THE FACE OF THIS SURVEY WILL MAKE T SURVEY 2
0 PROPOSED GRAVEL DRIVE PROP. FFE: 23.00' _� INVALID. �' U
k { '` nj CONIC. ao W I"- O
^1. ^L 2. THE LAST DATE OF FIELD WORK. WAS JUNE 18, 202E J
0 o q u �� �. 39.00, 30.00' O (� (n
0 o / 1 ; ^• /^ PROP. 24 LF 0 3. CURRENT DESCRIPTIONS) SHOWN HEREON PROVIDED BY: THIS OFFFICE. A TITLE SEARCH FOR .THIS PROPERTY HAS .NOT BEEN ABS CTED TO Or� H
a w OF CFiP SHOW MATTERS OF RECORD SUCH AS EASEMENTS OR OTHER ENCUMBRANCES OR RESTRICTIONS. Li.l O W Z OJ
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RADIUS / _� OB 4. THIS BOUNDARY SURVEY HAS BEEN REFERENCED TO THE FLORIDA STATE PLANE CO RDINATE SYSTEM -EAST ZONE, NAD 83 (1990).
�x 5 PROPOSED WATER SERVICE 5. SUB -SURFACE IMPROVEMENTS INCLUDING UNDERGROUND UTILITIES, UTILITY SERVICES, WERE NOT LOCATED AS PART OF THIS SURVEY
H
,a ' PROPOSED ASPHALT APRON O
a� o Q 6. REVISIONS SHOWN HEREON DO NOT REPRESENT A "FIELD SURVEY UPDATE" UNLESS THERWISE NOTED.
ww -_ „" �x ((SEE NOTE 14) Z X^� 7. BEARINGS SHOWN HERON ARE BASED UPON GRID BEARINGS AND REFERENCE TO HE LINE LABELED HERON AS (BEARING BASIS AND ALL I-
8 z 5 / °, � ' /^e' BENCHMARFC #2
Oz w "^« _ ' i a SET MAG/D a b OTHER BEARINGS ARE RELATIVE THERETO. DISTANCES ARE IN U.S. SURVEY FEET AN DECIMAL PARTS THEREOF.. (�
¢m / "" Ry`- / ^ 00 8. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL D,TUM:OF 1988 (NAVD88) AND ARE BASED ON PS REAL
� p a".�' �. , ,, ,,,:.� - N:1167009.47' ,,, TIME KINEMATIC (RTK) OBSERVATION RELATIVE TO SAINT LUCIE COUNTY BENCHMARK "PLUTO SITE BENCHMARKS UTILIZED. (n E1V_C
} W FND 3"x3" CM E: 857879.60 X^�' FND 5 8 IRC / REC
/ 9. THIS SITE WAS SURVEYED UTILIZING TRIM BLE SPRECTRA HARDWARE TOGETHER WITH SPECTRA SURVEY PRO REALTIME PROCESSIN AND WAS
�o SW CDR ' /y'I: 0�3 EL:21,19' ^� (ILLEGIBLE) BASED ON TRIMBLES "VRS NOW NETWORK AND/OR THE FLORIDA PERMANENT REFERENCE NETWORK (FPRN). THE PROCEDURES AN NETWORK
op q SEC. 6 yE 0� FND 1/2"_IR x 3,22, N DESIGN MEETS THE GEODETIC ACCURACY STANDARDS AND SPECIFICATIONS FOR SING GPS RELATED POSITIONING AS SET FOR BY THE 1AN
z 1 6 / P sS ^ / ^1 (NO ID) 1.43 W FEDERAL GEODETIC CONTROL COMMITTEE IN THE MOST CURRENT PUBLICATION OR 3RD ORDER CLASS ONE FOR HORIZONTA ' CONTROL er'
_' g z , ti X^ 3.zr N S89'44'35"E 292.40'(C) suRVEYs. Qer WYt , 9 CaVa�r„
o a HW T° 931.39' 10. IN SOME INSTANCES, GRAPHIC REPRESENTATIONS AND SYMBOLS SHOWN HAVE EEN EXAGGERATED TO MORE CLEARLY ILLUS ATE THE
0 a 1436.94 fir" Rim .x R'� SET 5/8' IRC RELATIONSHIP BETWEEN PHYSICAL IMPROVEMENTS AND/OR LOT LINES. THE DIMENSIONS SHOWN SHALL CONTROL THE LOCATIO OF THE
o z SET 5 8" IRC
p w �1 " (LB8098) / IMPROVEMENTS, OVER THE SCALED POSITIONS. /
> w / WEST 3 5 (LB8098) FND Yx3° CM
`mm / 11. THE OWNERSHIP OF PERIMETER FENCES, WALLS, HEDGES AND LANDSCAPING, IF AN SHOWN HEREON ARE NOT KNOWN AND ARE DT LISTED
AS ENCROACHMENTS. THEIR RELATIVE LOCATION IS SHOWN IN RELATION TO THE BOUNDARY LINES SHOWN.
w / 12. THE SURVEY MAP SHOWN HEREON DOES NOT NECESSARILY CONTAIN ALL OF THE INFORMATION OBTAINED OR DEVELOPED BY THE U ERSIGNED i
z SURVEYOR IN HIS FIELD WORK, OFFICE WORK OR RESEARCH. '1
d N 13. THE PROPERTY WHICH IS THE SUBJECT OF THIS SURVEY APPEARS TO BE SITUATE I AN AREA OF MINIMA w L FLOOD HAZARD ZONE AT THIS
mxa TIME PURSUANT TO F.E.M.A. FIRM NUMBER 12111CO070J, HAVING AN EFFECTIVE DATE OF FEBRUARY 16, 2012. FOR APPR( ifLINEATION 10250 VILLAGE PARKWAY
o N N OF THE FLOOD ZONE LIMITS, REFER TO AFOREMENTIONED FIRM PANELS.
14. TRAFFIC LEVEL C PAVEMENT SECTION UNIT 201 V
> w r r MIN. SETBACK R
a w wDon . 1 %" SP-12.5 (1st LIFT) CROSS SECT'lON A - D
LL>a e° '1 SP-9K erase LIFT)(LBRI
PORT ST. LUCIE, FL 34987
xw z SITE PLAN NOTES: f
w PUBLIC UTILITIES ARE AVAILABLE. CONTRACTOR TO VERIFY LOCATIONS. 18.1' (EXISTING) FRONT 3 772-462-2455
22,50' (PROPOSED) 2° STABILIZED $UBGRADE (LBR40) SI®� ( 3
a X z NATURAL GRADE - /1-Y,
LL W o (EXISTING) 18.2' FINISHED BAR C /UI
LL N W, (PROPOSED) 18.2' FLOOR T 21 '314
E = ELEV.= 23.00' 1 T RAk
FZ 20 -
PROPOSED SLABNKW
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Rmo MICHAEL T. OWE PROFESSIONAL SURVEYOR D APIP Fb��,a _SIGNA1 RE DATE:
° r FLORIDA REGISTRATION #5556
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