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20 0 10 20 40
ISTORY I LOT ( IN FEET )
1 I METAL BLDG
1 inch = 20 ft.
EX. BLDG.
FFE= 23.37
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N 89009'00" E 289.50' (P) i i
Ex. 6' cLF
N 89°0 '08" E 289.41' (M)
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1 Ex. roe ------------- N 69°09 00" E 289.50 (P)
N 89010'54" E 289.50' (M)
10'LANDSCAPE
m C 1 H
a x / BUFFER
EX. EO W EL. 14.4
w l W -
I i EX. ME
IN EL. 16.0 A
_ COUNTY DRAINAGE
____ ------------ r r__
______ EASEMENTPER
JEX. 24"CMP 1 -- I EX. 24"CMPJ
PLAT 12, PAGE 40
Ex. MES
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FFE= 21.43
SIGN NO. FTP-21-06
AND FTP-22-06
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m 3 PARKING By
DISABLED
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PERMIT
ONLY
WHITE
CHEVERONS
EVENLY
$250 FINE
SPACED
F.S. 318.18
FTP-22-06 SOT
12' 1 5'
NOTES;
1. HANDICAP STALL IS BASED FROM FDOT STANDARD INDEX
#17346, SHEET 12 OF 14.
2. DIMENSIONS ARE TO THE CENTERLINE OF MARKINGS.
3. BLUE PAVEMENT MARKINGS SHALL BE TINTED TO MATCH
SHADE 15180 OF FEDERAL STANDARDS 595a.
4. FTP-22-06 PANEL SHALL BE MOUNTED BELOW THE FTP-21-06
SIGN.
5. FOR DESIGN OF THE UNIVERSAL SYMBOL OF ACCESSIBILITY,
REFERENCE FDOT STANDARD INDEX #17346, SHEET 12 OF 14.
6. FOR DESIGN OF THE ASSOCIATED SIGNS, REFERENCE FDOT
.STANDARD INDEX #17355, SHEET 4 OF 11.
HANDICAP SPACE DETAIL
N.T.S.
P
Ar
111A = 13 SQ. FT.
DETENTION AREA EAST SECTION
N.T.S.
2' 16'
WHITE RETRO-REFLECTIVE
TRAFFIC PAINT(TYP.)
EX. TYPICAL PARKING STALL
N.T.5.
2'
2.375, DIAM.
GALVANIZED
STEEL TUBE
SURFACE FLANGE
MOUNT WITH
STAINLESS STEEL
ANCHOR BOLTS
(TYPJ*
TALLPER
SIDEWALK MANUFACTURER'S
RECOMMENDATIONS
BIKE RACK DETAIL
N.T.S.
/ 30.34' \
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LOT 17
(VACANT)
DETENTION
AREA EAST
SECTION
W ICV PROP.
OUTFALL
DETENTION
AREA SOUTH
SECTION -
DRAINAGE CALCULATIONS
VOLUME REQUIRED: 4,000 5Q. FT, x V/32 = 334 CU. FT.
VOLUME PROVIDED: 13 SQ. FT. x 142.00'= 1,846 CU. FT.
NOTE
2OPERTY RUNOFF FROM BUILDINGS WILL BE COLLECTED BY GUTTER/
ENE DOWNSPOUT SYSTEM AND DIRECTED TO THE DRY DETENTION
AREA.
SETBACK REQ.
re^�1r
SLUES 1 �3
CNR SIDES 10
r°44G.
NOTE:
ALL ELEVATIONS SHOWN OR REFERENCED WITHIN THESE PLANS ARE BASED
UPON NORTH AMERICAN VERTICAL DATUM OF 1988 (N.A.V.D.). TO CONVERT
FROM N.A.V.D. '88 TO N.G.V.D. '29, ADD 1.48' TO THE N.AN.D. ELEVATIONS TO
GET N.G.V.D. ELEVATIONS.
PROPERTY
LINE
MATCH EX.
GRADE
EL. 19.2 (./-)
STRUCTURE
EX. TOS
PROP. 15" CAP
PROP. CONC.
MES
LOT 16
(VACANT)
LOT 15
(OCCUPIED)
18.0
LEGEND
HANDICAP STALL
<=
TRAFFIC FLOW DIRECTION
(2'
NUMBER OF EXISTING
PARKING SPACES
........ ---
EXISTING WATER MAIN
---rn -
EXISTING FORCE MAIN
s
EXISTING GRAVITY SEWER
MAIN
EXISTING EDGE OF
PAVEMENT
MIN. SETBACK REQ.
FRONT
SIDES ,
CNR 31026
REAR
..ma
TE C
DETENTION AREA SOUTH SECTION
PROJECT STATEMENT:
THE PROJECT PROPOSES CONSTRUCTION OF A 4,000 SQ. FT. COVERED AREA TO THE EXISTING
DEVELOPED SITE, ACCESS TO THE PROJECT WILL CONTINUE TO BE THE EXISTING DRIVEWAY
ON INDUSTRIAL 315T STREET. ALL DELIVERIES WILL BE MADE TO LOT 4 WHILE LOT 5 AND ALL
OF ITS FACILITIES WILL BE FOR INTERNAL USE ONLY. THERE ARE NO WETLANDS ON OR
IMMEDIATELY SURROUNDING THE PROJECT SITE. THE PROPOSED IMPROVEMENTS
ASSOCIATED WITH THIS PROJECT WILL NOT INTERFERE WITH THE DEVELOPMENT AND USE
OF THE NEIGHBORING PROPERTIES AS ALL REQUIRED BUFFERING AND SETBACKS HAVE BEEN
MET IN THE PROJECT DESIGN.
THE PROJECT IS ZONED IL - INDUSTRIAL LIGHT WITH A FUTURE LAND USE IND - INDUSTRIAL.
THE SITE IS BORDERED ON THE NORTH BY ARENAMAX LLC, WHICH I5 ZONED IL - INDUSTRIAL,
LIGHT WITH A FUTURE LAND USE IND - INDUSTRIAL. THE SITE IS BORDERED ON THE EAST BY
VACANT LAND WITH A ZONING OF IL - INDUSTRIAL, LIGHT AND A FUTURE LAND USE IND -
INDUSTRIAL. THE SITE IS BORDERED ON THE SOUTH BY A 40' DRAINAGE RIGHT-OF-WAY
OWNED BY ST, LUCIE COUNTY. THE SITE IS BORDERED ON THE WEST BY INDUSTRIAL 31ST
STREET.
FILL MAY BE REQUIRED IN LIMITED QUANTITIES IN ORDER TO ACHIEVE THE REQUIRED
DESIGN ELEVATIONS. ANY REQUIRED FILL WILL BE OF A GRANULAR MATERIAL SUITABLE FOR
COMMERCIAL SITE DEVELOPMENT AND WILL BE OBTAINED FROM AN APPROVED BORROW PIT.
THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING EROSION AND SEDIMENT CONTROLS
USING THE LATEJT FOOT AND FLORIDA SEDIMENT AND EROSION CONTROL MANUAL
`TOTE: STANDARDS. BALED HAY, STRAW, AND SILTATION BARRIERS WILL BE INSTALLED WHERE
NEEDED TO PREVENT SILTATION OF ADJACENT PROPERTY, PUBLIC R-O-W, WETLANDS, AND
-HE ACCESS TO THE PROPOSED BUILDING WILL BE FOR INTERNAL OPERATIONS WATERWAYS. THESE WILL REMAIN IN PLACE UNTIL GRASSING OR SODDING HAS BEEN
)NLY INCLUSIVE OF STORAGE COMPLETED OR UNTIL SILTATION AND EROSION ARE NO LONGER A THREAT TO THE ADJACENT
PROPERTIES OR WATERWAYS.
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INDUSTRIAL AVEI -MARK TWAIN
LOCATION MAP
N.T.S. F
LEGAL DESCRIPTION:
LOT 5, BLOCK 4, AIRPORT INDUSTRIAL PARK, UNIT ONE, ACCORDING TO
THE PLAT THEREOF, RECORDED IN PLAT BOOK 12, PAGES 40, OF THE
PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
OWNER:
ARENAMAX LLC
3501 INDUSTRIAL 27TH 5T
FORT PIERCE, FL 34946
SITE ADDRESS:
3416 INDUSTRIAL 31ST STREET
FORT PIERCE, FL 34946
PARCEL IDENTIFICATION NUMBER:
1429-501-0049-000-3
PROPERTY CLASSIFICATIONS:
ZONING: IL- INDUSTRIAL, LIGHT
FUTURE LAND USE; IND - INDUSTRIAL
CURRENT USE: MANUFACTURING FACILITY
MIN. BUILDING SETBACKS:
FRONT: 25 FEET
REAR: 20 FEET
SIDE: 10 FEET
BUILDING DATA:
EX. BLDG. #1, 1-5TORY METAL BLDG. 3,000 S.F.
EX. BLDG. #2, 1-STORY METAL BLDG, 1,200 S.F.
EX. WOOD SHED 480 S.F.
EX. COVERED AREA \\ 891 S.F.
PROP. COVERED ANCILLARY AREA 4,000 S.F,
TOTAL FLOOR AREA 9,571 S.F.
BUILDING HEIGHT: MAXIMUM
EX. BLDG. #I, 1-STORY METAL BLDG. 50 FEET 22 FEET (EX.)
EX. BLDG. #2,1-STORY METAL BLDG. 50 FEET 22 FEET (EX.)
EX. COVERED AREA 50 FEET 22 FEET (EX.)
PROP. COVERED ANCILLARY AREA 50 FEET 22 FEET (PROP.)
PARKING CALCULATIONS:
ITE PARKING GENERATION - 5TH EDITION
WAREHOUSING -150
RATE: 0.39 SPACES PER 1,000 S.F. GROSS FLOOR AREA
9,571 S.F. G.F.A. * 0.39 SPACES / 1,000 S.F. = 4 SPACES
TOTAL SPACES REQUIRED = = 4 SPACES (1 HANDICAP, 3 REGULAR)
TOTAL SPACED PROVIDED = = 4 SPACES (1 HANDICAP, 3 REGULAR)
DRAINAGE STATEMENT:
s.. THE PROJECT WILL BE SERVED BY SITE GRADING THAT DIRECTS STORMWATER TO THE
PROPOSED DRY DETENTION AREA LOCATED ALONG THE EAST SIDE OF THE SITE.
ST. LUCIE COUNTY AND SFWMD CRITERIA FOR WATER QUALITY AND QUANTITY TREATMENT
WILL BE PROVIDED.
UTILITY PROVIDERS:
POTABLE WATER = FPUA (EXISTING)
WASTEWATER = ST. LUCIE COUNTY UTILITIES (EXISTING)
IRRIGATION = WELL (EXISTING)
CONSTRUCTION SCHEDULE:
CONSTRUCTION START: APRIL 2020
CONSTRUCTION COMPLETION: 120 DAYS
TRAFFIC STATEMENT:
THE INSTITUTE OF TRANSPORTATION ENGINEERS TRIP GENERATION, 10th EDITION
CATEGORY: WAREHOUSING (150)
(AVERAGE RATES UTILIZED) AVERAGE RATE PROJECT S.F. TRIPS*
WEEKDAY DAILY TRIPS: 1.74 / 1,000 S.F. 9,571 S.F. = 17
A.M. PEAK HOUR TRIPS: 0.17 / 1,000 S.F. 9,571 S.F. = 2
P.M. PEAK HOUR TRIPS: 0.19 / 1,000 S.F. 9,571 S.F. = 2
*NOTE THAT ALL TRIPS ARE EXISTING AND THE PROPOSED ANCILLARY COVERED AREA HAS NO
CONSEQUENCE ON THE TRIP GENERATION OF THIS SITE.
SITE DATA:
TOTAL PARCEL AREA 52,978 S.F. 1.216 AC 100.00
IMPERVIOUS AREA
EX. BUILDINGS 4,680 S.F. 0.107 AC 8.83%
EX. COVERED AREA 891 S.F. 0.020 AC 1.68%
PROP. COVERED AREA 4,000 S.F. 0.092 AC 7.55%
PROP. ROCK DRIVE 3,172 S.F. 0.074 AC 5.99%
EX. PAVEMENT/WALKS 6,408 S.F. 0.147 AC 12.10%
EX. ROCK DRIVE 5,540 S.F. 0127 AC 30 46%
TOTAL IMPERVIOUS AREA 24,691 S.F. 0.567 AC 46.61%
TOTAL PERVIOUS AREA 28,287 S.F. 0.649 AC 53.39
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EX. BLDG.
1 STORY
METAL BLDG
FFE= 23.37
20 0 10 20 40
I Iloilo Iloilo
LOT ( IN FEET)
i inch = 20 ft.
I„.T 15' LANDSCAPE
15--{ BUFFER N 89009'00" E 289.50' (P) f
w N 89°0 '08" E 289.41' (M)
EX. 6' CLF
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\S i 30 SPA LNG @ 24" ON CENTER
EX. SASH +�+ CE USE TRIANGULAR PLANT
1 TOP EL Zd.16 SPAq[NG(TYP.) I 1
N IRV tL, 14.16 / I PY WOOD
LOT 17
(VACANT)
DETENTION
AREA EAST
SECTION
LOT 16
(VACANT)
Ni�
70 SPACING @ 24" ON CENTER N I
CE USE TRIANGULAR PLANT I I FFE= 21.14 I
nt
II SPACING (TYP.) 1 FOR EAST TERMINAL `\` 1 1 1 1 1 w
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60 SPACING@48"ON CENTER
COUNTY DRAINAGE
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30 SPACING @48"ON CENTER
MF USE TRIANGULAR PLANT
EASEMENT PER
cMP I �r Ex. tb" cMP
CE USE TRIANGULAR PLANT
SPACING (TYP.)
PLAT 12, PAGE 40
1 EX MES 1
SPACING (TYP.)
ITV EL. 1M.96 S
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PLANT AND MATERIAL SCHEDULE
DROUGHT
KEY
OUAN.
NATIVE
TOLERANCE
BOTANICAL NAME
COMMON NAME
CE
100
Y
MOD.
CONOCARPUS ERECTUS
GREEN BUTTONWOOD
CE2
30
Y
MOD.
CONOCARPUS ERECTUS
GREEN BUTTONWOOD
CLU
40
Y
MOD.
CLUSIA ROSEA
CLUSIA (ROSE APPLE)
MAG
5
Y
MOD.
MAGNOLIA GRANDIFLORA
SOUTHERN MAGNOLIA "L. GEM"
MF
60
Y
MOD.
MYRCIANTHUS FRAGRANS
SIMPSON STOPPER
QV
3
Y
VERY
QUERCUS VIRGIN JANA
LIVE OAK
SM
3
Y
VERY
SWIETENIA MAHAGONI
MAHOGANY
THIS LANDSCAPE PLANMEETS (FDOT) SIGHT DISTANCE AND CLEAR ZONE REQUIREMENTS
ALL GROUND MOUNTED MECHANICAL EQUIPMENT TO BE SCREENED WITH SHRUBS
LANDSCAPE NOTES
1. ALL LANDSCAPE MATERIAL TO BE FLA. #1 OR BETTER
2. BAHIA SODAS REQUIRED
3. MALALEUCA OR EUCALYPTUS MULCH (NO CYPRESS) AS REQUIRED TO 3" THICKNESS MINIMUM IN ALL PLANT BEDS
4. FULLY AUTOMATIC IRRIGATION SYSTEM TO PROVIDE 100% COVERAGE IN 15 MPH WIND
5. NO MATERIALS, WASTE, SUPPLIES OR EQUIPMENT SHALL BE STORED OUTSIDE OF THE BUILDINGS CONSTRUCTED OR
ERECTED ONSITE, UNLESS THE STORAGE YARD OR AREA IS ENTIRELY SCREENED BY AN OPAQUE BARRIER, EIGHT
(8) FOOT
IN HEIGHT, CONSISTING OF EITHER A WALL, FENCE, HEDGE OR OTHER DURABLE LANDSCAPE BARRIER
6. ALL CATEGORY I INVASIVE PLANTS SHALL BE ERADICATED FROM THE SITE
IRRIGATION NOTES
1. FULLY AUTOMATIC IRRIGATION SYSTEM TO PROVIDE (100%) COVERAGE IN (15) MPH WIND
2. INSTALL BUBBLERS ON ALL TREES (LOW WATER USAGE)
3. INSTALL DRIPLINE ON ALL HEDGE MATERIAL (LOW WATER USAGE)
4. INSTALL LOW TRAJECTORY SPRAY HEADS ON SOD AREAS (MODERATE WATER USAGE)
5. SOD AREAS TO BE ZONED SEPARATELY FROM TREE AND SHRUB AREAS
6. INSTALL RAIN SENSOR OVER- RIDE DEVICE AT IRRIGATION TIME CLOCK
7. WATER SOURCE TO BE FROM WELL
ZERISCAPE REOUIREMENTS
PLAN SUBMITTED WITH LOW, MEDIUM, AND HIGH WATER USAGE INDICATED ON THE LANDSCAPE PLAN
5
(51 %) OR MORE OF THE GRASS AREAS ARE MADE UP OF DROUGHT TOLERANT SPECIES FROM THE LIST
10
(51%) OR MORE OF THE REQUIRED SHRUBS ARE MADE UP OF DROUGHT TOLERANT SPECIES FROM TPIE LIST
10
(51%) OR MORE OF THE REQUIRED TREES ARE MADE UP OF DROUGHT TOLERANT SPECIES FROM THE LIST
10
UTILIZATION OF COMPACTED MULCH BEDS AT LEAST (3") DEEP IN ALL PLANTED AREAS EXCEPT GROUNDCOVER
10
UTILIZATION OF MULCH OTHER THAN CYPRESS
10
TOTAL POINTS
50
SIZE (HT. x SPR.)
24" x 18"
24" x 18"
24" x 18"
12-14' x 5'. 2-1/2" DSH
24" x 18"
12-14' x 5% 2-1/2" DBH
12-14',x 5% 2-1/2" DBH
OVERALL HEIGHT OF PALM (O(A.)
HEIGHT OF CLEAR TRUNK (CAT.)
HEIGHT OF GREY WOOD (G.W.)
OR CLEAR WOOD (C.W.)
TRUNKS SHALL HAVE NO
SCRAPES OR SCARRING
Y'XCI WOOD BRACES{{NN0 PALM
MTN.3)
EQUALLY
ECURE TO ATTENSN0lU3-20DgAILS,
(REM. AFTER PLANT ESiT., T YR. MAX)
TSAR€ETRUNK FLARE
MAX, I E2" Of MULCH WITHIN 6"
OF TRU� K OF PALM
LAWN
CONTAINER
#3
#3
#3
B&B
#3
B&B
B&B
LOT 6
(OCCUPIED)
FFE= 21.43
BEFORE YOU DIG
GLL TWO E S6U MNB O NK
WM FOR THE T M TO BE AN RKE4
RE6FEGT1XEM9RK9
Brow Y 0
NOTE: MULCHED TREE RINGS SHALL BE PROVIDED
FOR ALL TREES AND PALMS NOT LOCATED WITHIN
A LANDSCAPED BED. TREE RINGS SHALL EXTEND
OUT TO A POINT JUST BEYOND THE LIMITS OF STAKING
An $O THAT THE STAKING 18 LOCATED WITHIN MULCH RING.
--- PROTECT BUD BY TYING FRONDS
- STEEL DANCING (i" WIDE)
3- S WOOD BATTENS (2"X4"X16")
DO NOT NAIL TO TREE (INSURE STEEL
BANDING IS NOT RUBBING AGAINST TREE)
5 LAYERS Of BURLAP
Y' X 4" WOOD BRACES (4" X 4" FOR LARGER
PALMS, I.E. ROYALS, DATE PALMS)
I-45°
MOLN H PLANT LIST FOR
TYPE IHICKNESS)
3" TALL WATER CONTAINMENT SAUCER
(KNOCK DOWN FOLLOWING PLANT ESTABLISHMENT)
AAAAk LAWN
,; 4 REMOVE TOP 113 OF BURLAP, REMOVE ALL PLASTIC
- BACKFILLMIXTORE
- (SEESPECIFICATIONS)
v COMPACTED MOUND OF
'� x BA(KFILLMIXTUKE
EXISTING SOIL
PLANTING ROLE TO BE 1-1 /2
TIMES THE DIA. OF ROOTBALL
PALM PLANTING DETAIL
SCALE: nts
TREE CANOPY SPREAD (SPA.)
OVERALL HEIGHT OF TREE (0,A.)
VISABLE TRUNK FLARE ---
MAX. 12" OF MULCH WITHIN
OF TRI K OF TREE
FERTILIZE WITH `MILORGANITE'
PER SPECIFICATIONS WHILE
BACKFILLING PLANTING HOLE
DETENTION
AREA SOUTH
SECTION
PLANTING HOLE TO BE 1.1 /R
TIMES THE DIA, OF ROOTBALL
TREE PLANTING DETAIL
SCALE: nts
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STRUCTURE
EX. TOR
P AP
PROP. C
PROP. CONC,
MES
LOT 15
I
(OCCUPIED)
IV LAIN. W/ OUT ROOT BARRIER (TREE)
10E MiN. Wl ROOT BARRIER (TREE)
i 0' MIN. WIT OUT ROOT BARRIER (PALM)
1' MIN, W/ ROOT BARRIER (PALM)
3' MIN. TO
ROOTBALL
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36" DEEP ROOT BARRIER "BIORARRIER"
--WATER AND„TOR SEWER UTILITY
ROOT BARRIER DETAIL
SCALE: nts
OVERALL HEIGHT OF
PROVIDE RUBBER HOSE WHERE
STRAPPING IS ATTACHED TO TREE
EXTEND OUT FROM TRONK 7"
%1
LEGEND
HANDICAP STALL
G`
TRAFFIC FLOW DIRECTION
(2 Y
NUMBER OF EXISTING
-'
PARKING SPACES
EXISTING WATER MAIN
EXISTING FORCE MAIN
EXISTING GRAVITY SEWER
MAIN
EXISTING EDGE OF
PAVEMENT
INDU5TRIAL AVE 3
SW ALEDO LN SW ALEDO LN
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INDUSTRIAL AVE 2
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LOCATION MAP
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INDUSTRIAL AVEI MARK TWA7N RI
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SNARLM EAPHY EMO%AU WASTEMATRIALS,DEBRIS,BUSEDPLANT MATERIAL, EMPTY PLANT CONTAINERS AND ALL
RMUS(ONDIRION ME WAIRM6 MAY INCUR DEEP WATCHING Of MILES Am i9[WAIEONGOF SHAM AND GRWIN
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CORRAIRS. ANY PLANT WE"IAK TAXI DIEGO THAT UNIT INA UEAL7"Y GROWNGCONDITIDN 04C TO TASK MWAIN
My SOIL, FIAT 00 SIMILAR MAMRIAL WHICH HAS BEEN 81OUGNF ONTO ANY PAVED AREAS SHALL EF REMOVED PRDMKLY
SEMI9REPLACED BY THE ORDS(APE NUITRA(IOR AT No AB mm COTS TO Rona
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OOHS"OCN HAS BUYS ININ PREYIWSAV(LEANED OF SNALL BF R&DYED ERom WE 5IM.
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IN WRNRNG by THE LMVAA# ARCHITECT AFTER MANCH[WITPMS HAYS BEEN CORRECTED AND ANY PLANT
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RIEIOCAIHURT OfPWK.AtSVM Sol MiPC AM, ARE VMXWILLOSASIAto( BURNS MAY ItAMTTLESTO
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�
O
At( SHRUBS, L#ES AND 6100ND(OVER WILL HAVE IMPROVED SOIL AS P" PLANNING SOIL NOTE ..I "UNS SNAIL IF PLACED
RESPONSE E FOR GMKAL PLANT ANY9NTENAN"[ACUMINGWASHING AND NOAVIND UP OCR Tit PAR OECORWIIMAI
ACCEPIAN(E
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RANT MATERIAL SOKTITUNON
UONOi MIOW NA W(NE1SIO fOMi WgfNRACkfitllNG.µtRED SMAU#"(BIN UIPUILBEGWAICR AILED CECIL TEAR,
TOM HALF It NO SUBSTIMPUN OF PLANT MATUfpt UNLESS AUFMALZED BY THE UNDSCAPE PRINTER AND)MOWN€R.
SO MESUTING M CALL£➢AND BUMARD PLANTS, WISH UMAP WARNINGF60AN6T#TQPOF THE RQ016AR
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THIS INCLUDES SPECIES AND Sift OtDUNYMAI"IAh
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RAGNATE YNM WHICH MAY it CAUSED UPON
]
M(QWGSNMX. SITE DATA:
p
TOTAL PARCEL AREA
52,978 S.F. 1.216 AC 100.00 f
U
7Q
W
IMPERVIOUS AREA
Z
U
EX. BUILDINGS
4,680 S.F. 0.107 AC 8.83%
W
]
SHRUB SPREAD (STD.)
EX. COVERED AREA
891 S.F. 0.020 AC 1.68%
J
PROP. COVERED AREA
4,000 S.F. 0.092 AC 7.55 %
F
PROP. ROCK DRIVE
3,172 55. 0.074 AC 5,99%
CO
EX. PAVEMENT/WALKS
6,408S.F. 0.147AC 12.10%
EX. ROCK DRIVE
5,540 S.F. 0.127 AC 1046%
TOTAL IMPERVIOUS AREA
24,691 S.F. 0.567 AC 46.61 %
TOTAL PERVIOUS AREA
28,287 S.F. 0.649 AC 53.39 %
PROPOSED VEHICULAR USE AREA= 3,172 S.F.
3.172 (/) 18 S.F.= 177 S.F.REQUIRED INTERIOR LANDSCAPE AREA
PROPOSED PERVIOUS AREA
EXCEEDS REQUIRED AREA
177 S.F. (/)180= 1 TREE REQUIRED (3) PROVIDED
MULCH SEE PLANT LIST FOR ALL EXISTING LANDSCAPING
SHALL BE RETAINED UNLESS IN NEW CONSTRUCTION AREA
1THItNNFSSj � VISABLETBUNKFLARE TYPE2THICKNESS) WHERE IT WILL BE REPLACED TO MEET CODE �
WATER CONTAINMENT SAUCER MAX, ITOFMULCH WITHIN 3 3"TALL WATER CONTAINMENT SAUCER m �" •• o
DOWN FOLLOWING PLANT ESTABLISHMENT} OF TRUNK QE SHRUB OR O.C. ;`,- (KNOCK DOWN FOLLOWING PLANE ESTABLISHMENT) br m w c9
LAWN LAWN NM9A v E LAWN Q C JI z w Y w a
REMOVE TOP 1 3 Of BURLAP REMOVE ALL PLASTI
C
BACKFILL MIXTURE
(SEE SPECIFICATIONS)
COMPACTED MOUND OF
SOIL
O.C. '. W❑ 3 w ❑ 0
4 t- 1 SPACING U f a x ❑C
SPACING SHRUB OR GROUND VER m o ❑ o o
RACKRLLMIXTURE
(SEE SPECIFICATIONS) 5",_
+ COMPACTED MsSHEET NO.:
FERTILIZE WITH'MIL6RGANITE' OUNO OF - BACKFILLMIXTUREPERSPECIFLCATiON5WNItE (-
BACKFIRING PLANTING HOLE �"..;_, �� 1- � '��"'``-.•__.EXISTINGSOIL 0 + 3 ....,.. +
PLANTING HOLE TO BE 1-i12
LP
TIMES THE DNA. OF ROOTBAII TRIANGULAR PLANT PERPENDICULAR (900)
SHRUB/ GROUNDCOVER PLANTING DETAIL SPACING PLANT SPACING JOB No.
SCALE: nts 19-1 008
INDUSTRIAL AVENUE O_NE (PLAT)
FND PK&D IN
CIO NO ID
LU
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o 00
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FND PK&D RLS 2391
5 0.23'
INDUSTRIAL AVENUE THREE (PLAT)
0
+0 LOT 16
(VACANT)
40' DRAINAGE R/W
LOT 15
(OCCUPIED)
LEGEND
LEGAL DESCRIPTION;
LOT 5, BLOCK 4, AIRPORT INDUSTRIAL PARK, UNIT ONE, ACCORDING TO THE PLAT
THEREOF, RECORDED IN PLAT BOOK 12, PAGES 40, OF THE PUBLIC RECORDS OF ST.
LUCIE COUNTY, FLORIDA.
ADDRESS: 3416 INDUSTRIAL 31ST STREET
FORT PIERCE, FL. 34946
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 THIS OFFICE.
ELEVATIONS ARE IN FEET AND RELATED TO ST. LUCIE COUNTY BENCHMARK NAME
FLO-RESET. HAVING A PUBLISHED ELEVATION OF 5.7578 (METERS) NAVD 1988,
CONVERTED TO 18.89 (FEET) NAVD 1988.
BEARINGS SHOWN HEREON ARE BASED UPON AN PLATTED MERIDIAN ALONG THE
CENTERLINE OF INDUSTRIAL 31ST STREET, HAVING AN PLATTED BEARING OF
S 00047'10" E. ALL OTHER BEARINGS ARE RELATIVE THERETO.
PROPERTY LIES IN F.I.R.M. ZONE "X" AS SHOWN ON PANEL 12111CO176J, DATED
2/16/12. 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.
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.
NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND RAISED SEAL OF A FLORIDA
LICENSED SURVEYOR AND MAPPER.
LEGAL DESCRIPTION FROM SPECIAL WARRANTY DEED RECORDED IN OFFICIAL
RECORD BOOK 3639, PAGE 780, ST. LUCIE COUNTY PUBLIC RECORDS.
THE EXPECTED USE OF THE SURVEY AND MAP IS COMMERCIAL. COORDINATES WERE
ESTABLISHED BY GLOBAL NAVIGATION SATELLITE SYSTEM (GNSS) USING REAL
TIME KINEMATICS (RTK) USING FLORIDA DEPARTMENT OF TRANSPORTATION -
FLORIDA PERMANENT REFERENCE NETWORK (FDOT-FPRN), WITH REDUNDANCY OF
MEASUREMENTS PERFORMED. HORIZONTAL ACCURACY IS 0.03 FOOT PLUS OR
MINUS.
ALL DISTANCES AND ELEVATIONS SHOWN ARE IN ACCORD WITH THE UNITED
STATES STANDARD USING FEET.
ALL DIRECTIONAL MEASUREMENTS SHOWN ARE IN THE FORMAT OF DEGREES,
MINUTES AND SECONDS.
BOUNDARY AND TOPOGRAPHIC SURVEY FIELD DATE: 02-15-19.
LOT CONTAINS 52,979 SQUARE FEET.
CERTIFIED TO: ARENAMAX LLC.
ABBREVI
A T I O N S LEGEND
o— =
POSTED SIGN
B.T =
BELLSOUTH TELEPHONE RISER
A/C
AIR CONDITIONING
DC
"D" CURB
INT
INTERSECTION
P/C
PROPERTY CORNER
SHP
SHIP SPIKE OR BOLT
=
LIGHT POLE
0 =
BELLSOUTH TELEPHONE MANHOLE
AC
ACRE
D.E.
DRAINAGE EASEMENT
INV
INVERT
P/L
PROPERTY LINE
SLCR
ST LUCIE COUNTY RECORDS
AL
ALUMINUM
DI
DROPINLET
IP
IRON PIPE
P
PLAT
SLIP
STREETLIGHT SUPPORT POLE
ANC
ANCHOR
DIA
DIAMETER
IP&P
IRON PIPE &PLUG
PAVE
PAVEMENT
5.5,
SANITARY SEWER
0 -
-
WOOD POWER POLE
GREASE TRAP
AP
ANCHOR POLE
DIP
DUCTILE IRON PIPE
IR
IRON ROD
PB
PLAT BOOK
5PC
STATE PLANE COORDINATES
APRX
APPROXIMATE
DMH
DRAINAGE MANHOLE
IRR
IRRIGATION
PC
POINT OF CURVATURE
ST
SEPTIC TANK
ASP
ASPHALT
DUE
DRAINAGE & UTILITY EASEMENT
IV
IRRIGATION VALVE
PCC
POINT OF COMPOUND CURVATURE
STD
STANDARD
PULL BOX
TS =
TRAFFIC SIGNAL BOX
BE
BUFFER EASEMENT
EC
EDGE OF CONCRETE
ICV
IRRIGATION CONTROL VALVE
PCO
PRESSURE CLEAN OUT (SANITARY)
STU
STORY
M =
WIRE
BFP
BACK FLOW PREVENTOR
ECP
ELECTRICAL CONTROL PANEL
IW
IRRIGATION WELL
PCP
PERMANENT CONTROL POINT
SV
SANITARY VALVE
BLDG
BUILDING
EL
ELEVATION
L
LENGTH
PF
PLASTIC FENCE
5WL
SWALE
BFP
DDCV
SILK
BLOCK
ELEC
ELECTRIC
LB
LICENSED BUSINESS
PG
PAGE
TA
TOP OF ASPHALT
r =
BACK'FLOW PREVENTOR
r =
DOUBLE DETECTOR CHECK VALVE
BM
BENCHMARK
ELEV
ELEVATION
LFST
LIFT STATION
PI
POINT OF INTERSECTION
TM
TAX MAP
BOC
BACK OF CURB
EM
ELECTRIC METER
LME
LAKE MAINTENANCE EASEMENT
PRKG
PARKING
TMH
TELEPHONE MANHOLE
WM
BP
BRICK PAVERS
ENC
ENCROACHMENT
LOC
LOCATION
PK&D
PARKER KALON NAIL AND DISK
TOR
TOP OF BANK
■ =
WATER METER
=
FIRE DEPARTMENT CONECTOR
BOW
BACK OF WALK
EOW
EDGE OF WATER
LP
LIGHT POLE
PK/TT
PARKER KALON NAIL AND TIN TAB
TOE
TOE OF SLOPE
FDC
BRG
BEARING
EP
EDGE OF PAVEMENT
LS
LICENSED SURVEYOR
PL5
PROFESSIONAL LAND SURVEYOR
TP
TRAVERSE POINT
WV
BW
BARBED WIRE
ESB
ELECTRIC SERVICE BOX
M
MEASURED
POB
POINT OF BEGINNING
TR
TELEPHONE RISER
x
WATER VALVE
FIF
=
FIRE INDICATOR P05T
C&G
CURB AND GUTTER
ESMT
EASEMENT
MAG
MAGNETIC NAIL
POC
POINT OF COMMENCEMENT
TRANS
TRANSFORMER
-
M
C&T
CULPEPPER & TERPENING
EX.
EXISTING
MB
MAIL BOX
PP
POWER POLE
TSB
TRAFFIC SIGNAL BOX
C/O
C
CUT OUT
CALCULATED
EXT
FNC
EXTENDED
FENCE
MEAS
MES
MEASURED
MITERED END SECTION
PRC
PRO
POINT OF REVERSE CURVATURE
PRORATED DISTANCE
TT
TWP
TIN TAB
TOWNSHIP
=
FIRE HYDRANT
LLC
=
ELECTRIC METER
CATV
CABLE TELEVISION BOX
PC
IF, CURB
MH
MAN HOLE
PROP
PROPOSED
TYP
TYPICAL
CS
CATCH BASIN
FDC
FIRE DEPARTMENT CONNECTION
MHWL
MEAN HIGH WATERLINE
PRM
PERMANENT REFERENCE MONUMENT
U/C
UNDER CONSTRUCTION
co
CBS
CONCRETE BLOCK STRUCTURE
FECRR
FLORIDA EAST COAST RAILROAD
MIN
MINIMUM
PSM
PROFESSIONAL SURVEYOR & MAPPER
U.E.
UTILITY EASEMENT
=
CLEAN -OUT
=
GAS VALVE
CHD
CHORD
FFE
FINISHED FLOOR ELEVATION
MN
MAGNETIC NAIL
PSWL
PLASTIC SWALE
UP
UTILITY POLE
CI
CURB INLET
PH
FIRE HYDRANT
MN&D
MAGNETIC NAIL& DISK
PT
POINT OF TANGENCY
UR
UTILITY RI5ER
CL
CENTERLINE
FIND
FOUND
MIT
MITERED END
P.U.E.
PRIVATE UTILITY EASEMENT
UW
UNDER WATER
�� =
CURB INLET TYPE 6
[
=
CATCH BASIN
CLF
CHAIN LINK FENCE
FOC
FACE OF CURB
MW
MONITORING WELL
PVC
POLYVINYL CHLORIDE
VC
VALLEY CURB
CM
CONCRETE MONUMENT
POW
FACE OF WALK
M&B
METES AND BOUNDS
R/C
ROD AND CAP
VLT
VAULT
CMP
CORRUGATED METAL PIPE
FPL
FLORIDA POWER & LIGHT
N&TT
NAIL AND TIN TAB
R/W
RIGHT-OF-WAY
WD
WOOD
0
SANITARY MANHOLE
® =
MITERED END SECTION
CO
CLEAN OUT
GA
GREEN AREA
N
NAIL
R
RADIUS
WL
WATERLINE
=
COR
CORNER
GMH
GAS MANHOLE
NA
NON -APPLICABLE
RCP
REINFORCED CONCRETE PIPE
WM
WATER METER
CONC
CONCRETE
CND
GROUND
NAVD
NORTH AMERICAN VERTICAL DATUM
RFL
ROOF LINE
WP
WELL POINT
CON5T
CONSTRUCTION
GRD
GRINDER
NGVD
NATIONAL GEODETIC VERTICAL DATUM RGE
RANGE
WPP
WOOD POWER POLE
L =
DRAINAGE MANHOLE
❑ =
CONCRETE POWER POLE
COV
COVERED
HC
HEADER CURB
NO
NUMBER
RLS
REGISTERED LAND SURVEYOR
WS
WATER SERVICE
CE
COVERED ENTRY
HCP
HANDI-CAP
NTS
NOT TO SCALE
RP
RADIUS POINT
WV
WATER VALVE
YRD
ESB
COVP
COVERED PORCH
HOPE
HIGH DENSITY POLYETHYLENE
CIA
OVERALL
RR
RAILROAD
• =
YARD DRAIN
=
ELECTRIC SERVICE BOX
CPP
CONCRETE POWER POLE
HGW
HOG WIRE
0/5
OFFSET
RRS
RAILROAD SPIKE
CPPIPE
CORRUGATED PLASTIC PIPE
HW
HEADWALL
OE
OVERHEAD EASEMENT
5/W
SIDEWALK
65
CONCRETE SLAB
HI
HYDRANT
OHE
OVERHEAD ELECTRIC
SMH
SANITARY SEWER MANHOLE
cV ❑
IRRIGATION VALVE
® =
AIR RELEASE VALVE
ROBERT F. KEMERSON
A
DELTA ANGLE
ICV
IRRIGATION CONTROL VALVE
O
OVERHEAD UTILITY
S
SOUTHERN BELL TELEPHONE
PROFESSIONAL
DIP
DRAIN FIELD
ID
IDENTIFICATION
ORR
OFFICIAL RECORD
SECEC
SECTION
SURVEYOR AND MAPPER
D
DEED INFORMATION
ILL
ILLEGIBLE
ORB
OFFICIAL RECORD BOOK
SF
SQUARE FEET
IRRIGATION CONTROL VALVE
'v =
SANITARY VALVE
STATE OF FLORIDA (PSM)#6285
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DRAWN BY:
G SANTOIEMMA
APPROVED BY:
R. KEMERSON
SCALE:
1" = 20'
DATE:
02/21/18
FIELD BOOK/PAGES
PLANS
JOB NUMBER:
19-1008
SHEET:
1 OF i
!:\Projects\2019\19-1008 Arenamax LLC - Industrial 31st St\Surveying\19-1008BNDY.dwg, BNDY TOPO, 1/13/2020 2:37:18 PM