HomeMy WebLinkAboutGRADING & DRAINING PLAN-SITE PLANNOT TO SCALE
0' 30 60' 90
® DEPARTMENT NATURAL RESOURCES PARCEL #2529-343-0002-000-8
,. CURRENT COASTAL CONSTRUCTION \
i CONTROL LINE UNASSIGNEDOCEANDRIVE,
Q ® AREA OF CUT (EXCAVATION)
CROSS SECTION C T I 0 N /\— A AREA OF FILL (EMBANKMENT)
SCALE: 1"=30' HORIZONTAL
1"=30' VERTICAL
PILE* FOUNDATION IS SHOWN FOR ILLUSTRATIVE PURPOSES :ONLY,
— R E V I S 1
REVISIONS PER ST. LUCIE COUNTY REVIEW
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BY
DATE
RML
5-24-18
FIELD BK./PG. 4400BELLE GROVE DRIVE
adyko FT. PIERCE, FL. 34981
PHONE: 77722530-8261
eslgn TT FAX: 772-464 -1383
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ENGINEERS, PLANNERS iv" CONSTRUCTION MANAGERS
STATE OF FLORIDA CERTIFICATE OF AtTEHORIZATION NO.28610
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LOCATION MAP
LEGAL DESCRIPTION
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BEING KNOWN AS A PARCEL OF LAND LYING WITHIN
GOVERNMENT LOT 4, SECTION 29, TOWNSHIP 35 SOUTH,
RANGE 41 EAST, ST. LUCIE COUNTY, FLORIDA AND BEING
MORE PARTICULARLY DESCRIBED AS FOLLOWS; STARTING
AT THE INTERSECTION OF THE EAST RIGHT OF WAY LINE
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OF STATE ROAD A-1—A AND THE SOUTH LINE OF THE
NORTH 1100 FEET OF SAID GOVERNMENT LOT 4, THENCE
RUN N89'41'15"E ALONG THE SOUTH LINE OF THE NORTH
110 FEET A DISTANCE OF 476.61 FEET MORE OR LESS TO
THE WATERS OF THE ATLANTIC OCEAN; THENCE RUN S19'
51'30"E ALONG SAID WATERS OF THE ATLANTIC OCEAN A
i17,
DISTANCE OF 85.02 FEET MORE OR LESS TO THE
)88,
INTERSECTION WITH A LINE BEARING N89'41'15"E; THENCE
S (+1.49)
RUN S89'41'15"W ALONG SAID LINE A DISTANCE OF 216.29
FEET MORE OR LESS TO A POINT; THENCE RUN S84'
54'03"W A DISTANCE OF 237.47 FEET TO THE
INTERSECTION WITH THE EAST RIGHT OF WAY LINE OF
STATE ROAD A-1—A AND A POINT OF CURVE; THENCE
RUN IN A COUNTER CLOCHWISE DIRECTION ALONG THE
ARC OF A CURVE CONCAVE TO THE WEST HAVING A
RADIUS OF 11509.2 FEET, A CENTRAL ANGLE OF 0'33'26",
WITH A CHORD BEARING OF N26'57'11"W AND A CHORD
DISTANCE OF 111.97 FEET, ALONG SAID CURVE A
DISTANCE OF 111.97 FEET TO THE POINT AND PLACE OF
BEGINNING.
TOGETHER WITH THE SOUTH 100,10 FEET OF THE NORTH
1200.10 FEET OF GOVERNMENT LOT 4, SECTION 29,
TOWNSHIP 35 SOUTH, RANGE 41 EAST, LYING WEST OF
THE WEST RIGHT OF WAY LINE OF STSTE ROAD A-1—A,
ST. LUCIE COUNTY, FLORIDA.
BY
DATE
DESIGNED
RML
1-05-18
CALCS.
DRAWN
RML
1-05-18
DETAILED
CHECKED
RML
1-12-18
APPROVED
2
7y
GENERAL NOTES
1. ALL ELEVATIONS SHOWN HEREON REFER TO THE NORTH AMERICAN VERTICAL DATUM OF
1988 (NAVD 1988).
2. THE BEARINGS SHOWN HEREON ARE BASED UPON THE FLORIDA STATE PLANE COORDINATE
SYSTEM, EAST ZONE, NORTH AMERICAN DATUM OF 1983, NATIONAL GEODETIC SURVEY
ADJUSTMENT OF 1990. (NAD 83/90)
3. BOUNDARY AND TOPOGRAPHIC INFORMATION SUPPLIED BY ARNOLD SURVEYING, INC., JOB
NO. 17-566, LAST DAY OF FIELD WORK, 10/17/2017.
CUT & FILL CALCULATIONS
1. ANY AND ALL DEBRIS SHALL BE REMOVED FROM THE SITE AND DEPOSITED AT AN UPLAND
DISPOSAL SITE.
2. SITE EARTHWORK ANALYSIS
EXCAVATION SEAWARD OF THE CCCL = 98 C.Y. (INCLUDING PILE EXCAVATION)
FILL SEAWARD OF THE CCCL = 1,402 C.Y. (INCLUDES 25% FILL COMPACTION)
NET FILL TO BE PLACED SEAWARD OF THE CCCL = 1,304 C.Y.
SCANNED
BY
St Lucie County
LEGEND
® PROPOSED PAVER DRIVEWAY
EXISTING ELEVATION
PROPOSED ELEVATION
DRAINAGE FLOW DIRECTION
s PROPOSED SANITARY MANHOLE
EXISTING CONTOUR
tea- PROPOSED CONTOUR
LANDERS RESIDENCE
GRADING & DRAINAGE PLAN
DATE: 1 /05/18
HORIZ. SCALE: 1 "=3C
VERT. SCALE: 1 "=30'
JOB No. 18-001
SHEET 1 OF 1
2
3RIDA STATE PLANE COVORDNATES '0 Oeb
NAD $%90 US SURVEY FE O.�
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DRIDA DEPARTMENT OF NATURA\
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SITE PLAN
LYING IN SAINT LUCIE COUNTY, FLORIDA
NORTH LINE GOVERNMENT LOT 4
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PARCEL # 2529-343-0002-000-8
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VACANT
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STREET ADDRESS
UNASSIGNED SOUTH OCEAN DRIVE, FORT PIERCE, FL 34949
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N 1113702.428
\ \ E 895142.339
\ FLORIDA DEPARTMENT OF NATURAL
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LOCATION MAP
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LEGAL DESCRIPTION
BEING KNOWN AS A PARCEL OF LAND LYING WITHIN GOVERNMENT
MEAN HIGH WATER LINE LOT 4, SECTION 29, TOWNSHIP 35 SOUTH, RANGE 41 EAST, ST.
LOCATED 10/19/2017 LUCIE COUNTY, FLORIDA AND BEING MORE PARTICULARLY
NAVD 1988 DATUM DESCRIBED AS FOLLOWS; STARTING AT THE INTERSECTION OF THE
0.52 ELEVATION LINE EAST RIGHT OF WAY LINE OF STATE ROAD A-1-A AND THE SOUTH
LINE OF THE NORTH 1100 FEET OF SAID GOVERNMENT LOT 4,
THENCE RUN N89'41'15"E ALONG THE SOUTH LINE OF THE NORTH
110 FEET A DISTANCE OF 476.61 FEET MORE OR LESS TO THE
FND Y8IRC WATERS OF THE ATLANTIC OCEAN; THENCE RUN S19'51'30"E ALONG
RLS # 4049 SAID WATERS OF THE ATLANTIC OCEAN A DISTANCE OF 85.02 FEET
N 1114015.17 7
�-A MORE OR LESS TO THE INTERSECTION WITH A LINE BEARING
E 895354.28 N89'41'15"E; THENCE RUN S89'41'15"W ALONG SAID LINE A
BENCHMARK ELEV. DISTANCE OF 216.29 FEET MORE OR LESS TO A POINT; THENCE
8.85' NAVD OF 1988 RUN S84'54'03"W A DISTANCE OF 237.47 FEET TO THE
2 INTERSECTION WITH THE EAST RIGHT OF WAY LINE OF STATE ROAD
I x 12 A-1-A AND A POINT OF CURVE; THENCE RUN IN A COUNTER
7.5 CLOCKWISE DIRECTION ALONG THE ARC OF A CURVE CONCAVE TO
THE WEST HAVING A RADIUS OF 11509.2 FEET, A CENTRAL ANGLE
8,1 O OF 0'33'26" WITH A CHORD BEARING OF N26'57'11"W AND A
239.72' CHORD DISTANCE OF 111.97 FEET, ALONG SAID CURVE A DISTANCE
N 89°40' 0" E OF 111.97 FEET TO THE POINT AND PLACE OF BEGINNING.
12.7 TOGETHER WITH THE SOUTH 100.10 FEET OF THE NORTH 1200.10
2 FEET OF GOVERNMENT LOT 4, SECTION 29, TOWNSHIP 35 SOUTH,
RANGE 41 EAST, LYING WEST OF THE WEST RIGHT OF WAY LINE OF
7,7 x 11,9 STATE ROAD A-1-A, ST. LUCIE COUNTY, FLORIDA.
GENERAL NOTES
1. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE
°D CENTERLINE OF WATERSONG WAY HAVING A BEARING OF
O
8.2 N24'28'24"W, ACCORDING TO THE PLAT OF WATERSONG PUD,
13.4 PLAT NO. ONE, AS RECORDED IN PLAT BOOK 42, PAGE 34,
\ PUBLIC RECORDS, SAINT LUCIE COUNTY, FLORIDA.
2. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE
BEEN LOCATED AND SHOWN HEREON.
<� 3. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT
s��\ 131 BEEN LOCATED ON THIS SURVEY.
76.57' 0) `�� 246 55v '
S 9040'30" W
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FND % IRC
RLS # 4049
N 1113934.72
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PARCEL # 2529-343-0003-000-5
4580 OCEAN DRIVE
\
OCCUPIED
x 5.1
FFE = 18.11'
HOUSE & DECK ENVELOP
\
LEGEND & ABBREVIATIONS
A
ARC LENGTH
OHP
A/C
AIR CONDITIONER
ORB
CBS
CONCRETE BLOCK STRUCTURE
P
EXISTING DRIVE CCCL
COASTAL CONSTRUCTION CONTROL LINE
PB
C/L
CENTERLINE
PG(S)
CONC
CONCRETE
PLS
CM
CONCRETE MONUMENT
POB
DEG OR '
DEGREE
POC
'00 ELEV
ELEVATION
PRM
o FFE
FINISH FLOOR ELEVATION
PSM
FND
FOUND
R
ID
IDENTIFICATION NUMBER
RLS
IP
IRON PIPE
R/W
- - IR
IRON ROD
Wm
IRC
IRON ROD & CAP
&
LB
LICENSED BUSINESS
LS
LICENSED SURVEYOR
M
MEASURED DATA
MON
MONUMENT
i7
NAVD
NORTH AMERICAN VERTICAL DATUM
ss
NGVD
NATIONAL GEODETIC VERTICAL DATUM
NO OR #
NUMBER
IV
NTS
NOT TO SCALE
4 S 89°40'30" W
4. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY
"AE-6",
IS IN ZONE "VE-8", AND "VE-11" ACCORDING TO THE
\
FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111 C
0194 J, EFFECTIVE DATE FEBRUARY 06, 2012. THE EXACT
5 \ 13.3
FND IRC
DESIGNATION CAN ONLY BE DETERMINED BY AN ELEVATION
k 74
RLS # 4049
CERTIFICATE.
N 1113935.41
E 895379.74
5. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE
SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
FLOOD ZONE VE-11
SURVEYOR & MAPPER.
6. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS
OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD,
OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS, OR MURPHY
ACT DEEDS.
7. THE LAST DATE OF FIELD WORK WAS OCTOBER 17, 2017.
OVERHEAD UTILITIES
8. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY
OFFICIAL RECORDS BOOK
OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED
WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.
PLAT DATA
PLAT BOOK
9• ELEVATIONS SHOWN HEREON ARE IN U.S. STANDARD FEET
PAGE(S)
AND BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988
(NAVD 88).
PROFESSIONAL LAND SURVEYOR
POINT OF BEGINNING
10. ALL DEBRIS WILL BE REMOVED FROM THE SITE AND
POINT OF COMMENCEMENT
DEPOSITED AT AN APPROVED UPLAND DISPOSAL SITE.
PERMANENT REFERENCE MONUMENT
GLOBAL POSITIONING SYSTEM (GPS) NOTES
PROFESSIONAL SURVEYOR AND MAPPER 1. G.P.S. SURVEY METHOD: REAL TIME KINEMATIC (RTK)
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DRAWN BY+ CA
CHECKED BYi CA
DATE: 10/20/2017
HORIZONTAL SCALE;
1'=20'
RADIUS NOT VALID WITHOUT THE SIGNATURE
2. G.P.S. RECEIVER TYPE: TWO (2) DUAL FREQUENCY TOPCON HIPER GA -12 AND ORIGINAL RAISED SEAL OF A
REGISTERED LAND SURVEYOR CHANNEL (L1 & 1-2). FLORIDA LICENSED SURVEYOR &
MAPPER.
RIGHT-OF-WAY
WATER METER
3. THE ORIGINAL GPS RTK MEASUREMENTS, OCTOBER 17, 2017. TWO TOPCON
DUAL FREQUENCY GPS RECEIVERS EQUIPPED WITH RT-SKI (REAL TIME
AND
MEASUREMENT CAPABILITIES) WERE USED TO GATHER GPS DATA. TYPICALLY
A BASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL STATION WHILE A
AT
ROVING RECEIVER LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND/OR
DELTA
TOPOGRAPHIC DATA AND CONTROL THROUGHOUT THE PROJECT AREA.
REAL-TIME COORDINATE COMPUTATIONS AND PRECISION INFORMATION ARE
UTILITY POLE
DETERMINED VIA RADIO / MODEM LINK WITH THE BASE STATION AND
FIRE HYDRANT
RECORDED AS THREE DIMENSIONAL (3D) POSITIONS. C
SEWER MANHOLE
P
4. G.P.S. SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING F
BACKFLOW PREVENTER
CARLSON SURVEY STANDALONE, SURVEY+.
IRRIGATION VALVE
CLEAN OUT
5. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY IS AS FOLLOWS:
HORIZONTAL: 10MM + 1 PPM (RMS)
VERTICAL: 20MM + 1 PPM (RMS).
SEAL
ARLES ARNOLD
:SSIONAL,-.SURVEYOR & MAPPER
PRINTED DATE
SHEET 1 OF 1
PROJECT N0.17-566