HomeMy WebLinkAboutAppoved Site Plan 11.23.20LEGEND
m
LIGHTS (BY OTHERS)
-----'
FLOW DIRECTION
ODRAINAGE
MANHOLE
El
CATCH BASIN
OSTORAGE
UNIT COUNT
EXISTING CONCRETE
g
PROPOSED CONCRETE
EXISTING ASPHALT
PROPOSED ASPHALT
TERMINAL
POST
STRETCHER
BAR
HOOK BOLTS
BLACK VINYL -COATED
CHAIN LINK FENCE
WITH OPAQUE SLATS
TOP RAIL
TIE WIRES /� POST TIE WIRES
@ 24" / @ 15" CENTERS
CENTERS / i--LINE POST
" MIN.
BRACE RAIL / 36" MIN
10' MAX
CONCRETE
8' H I
8' HIGH OPAQUE FENCE DETAIL
NTS
24'-0"
FE MA #: 120285 8" CONCRETE BLOCK
WITH STUCCO
PANEL #: 0312 �_ - - 6" CONCRETE PAD
Z O
OWNER:
cS DVA PROPERTIES INC MONOLITHIC FOOTING
0 8900 S OCEAN DR __J_
r JENSEN BEACH, FL 34957
m
Z 0 20
o YARD SETBACK:
LATCH
CL
o~ PLAN VIEW
0 FRONT SETBACK = ' CEDAR GATES WITH LATCHES
REAR SETBACK = 20' RECYCLING SIGN
o SIDE SETBACK = 10' ( IN FAT )
Q SIDE @ CORNER SETBACK = 20' 6' HIGH WITH STUCCO
= 20 M
O SITE DATA:
PARCEL ID:4502-212-0001-020-7 PI
af
0 OPAI
RANGE: 41E DATUM:
A� : dZONING: UN ALL ELEVATION ARE BASED ON NORTH _ E
z AMERICAN VERTICAL DATUM OF 1988. L
BUILDING HEIGH 1: MAX 37
I I1'
NGVD29 = NAVD88 + 1.475
Of
LEGAL DESCRIPTION: ELEVATION VIEW
A PARCEL OF LAND LYING IN SECTION 2, TOWNSHIP 37 SOUTH, RANGE 41 EAST, ST.
LUCIE, COUNTY FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: DUMPSTER DETAIL
COMMENCING AT THE INTERSECTION OF THE CENTERLINE OF STATE ROAD A-1-A AND
Z THE SOUTH LINE OF THE NORTH 856.00 FEET OF SECTION 2, TOWNSHIP 37 SOUTH,
Z (2) LIFTS
w RANGE 41 EAST, ST. LUCIE COUNTY, FLORIDA, RUN NORTH 89°39'32" WEST ALONG 2.5" TOTAL THICKNESS OF ASPHALT PAVEMENT
SAID SOUTH LINE OF THE NORTH 856.00 FEET A DISTANCE OF 53.77 FEET TO A POINT LIFT 1 -1.s FDOT TYPE SP-12.5
OLIFT 2 - 1" FDOT TYPE SP-9.5
O ON THE WESTERLY RIGHT-OF-WAY LINE OF STATE ROAD A-1-A. SAID POINT BEING THE 95% Laboratory Marshall Density
m POINT OF BEGINNING.
TZ
FROM THE POINT OF BEGINNING CONTINUE NORTH 89°39'32" WEST ALONG THE SOUTH
0 LINE OF THE NORTH 856.00 FEET OF SECTION 2 A DISTANCE OF 382.00 FEET TO A ,
POINT; THENCE RUN NORTH 20°01'55" EAST A DISTANCE OF 312.53 FEET TO A POINT;
sue,,
Q THENCE RUN NORTH 68°44'58" EAST A DISTANCE OF 149.00 FEET TO A POINT ON THE
(2) LIFTS .NA'
w WESTERLY RIGHT-OF-WAY LINE OF STATE ROAD A-1-A; THENCE RUN SOUTH 2115'02" 10" LIMEROCKOR COQUINABASE
Of EAST ALONG THE WESTERLY RIGHT-OF-WAY LINE OF STATE ROAD A-1-A A DISTANCE 98% Modified Proctor test
max. dry density,
LID 0-OF 375.42 FEET TO THE POINT OF BEGINNING. LBR min of at least 100
Of PARCEL CONTAINS 1.93 ACRES, MORE OR LESS. 12" min. STABILIZED SUB -BASE COURSE
98 % Modified Proctor test max. dry density
o TOTAL SITE AREA: Stabilized to an LBR of at least 40
< SITE AREA 84,073 S.F. 1.93 AC. 100.00% TYPICAL HEAVY DUTY PAVEMENT SECTION
LL
w
LAND USE TABLE:
w PROPOSED 2' HIGH
af PROPOSED BUILDINGS 20,290 S.F. 0.47 AC. 24.13% RETAINING WALL
o PROPOSED ASPHALT 26,523 S.F. 0.61 AC. 31.55% -o- SIGN FTP 20-06 FTP 21-06
LID
of PROPOSED CONCRETE 807 S.F. 0.02 AC. 0.96%
LID 2'
Of CONCRETE STOP PARKINGEY ti6
PRAKED
m IMPERVIOUS/PERVIOUS: oNrI1
Q TOTAL IMPERVIOUS 47,620 S.F. 1.10 AC. 56.64%
F"E PARKING BY
!ZPEMI o TOTAL PERVIOUS AREA 36 453 S.F. 0.83 AC. 43.36% z5 M"R oR/
FTP 22 06 ONLY /
0 /
PARKING INFORMATION: 18' 157MAR
af PROPOSED STORAGE 77 UNITS + 250 SF OFFICE 16 FTP 2206
O ,290 GSF @ .14 SPACE PER 1000 GSF) Horns:
i. FTP. TOP PORTION SHALL HAVE REFLECTIVE BLUE
(20
BACKGROKGROUND WITH WHITE REFLECTIVE SYMBOL AND BORDER.
~ TOTAL PARKING REQUIRED 3 STALLS BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE
Z BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER.
W TOTAL PARKING PROVIDED 3 STALLS 2. FTP 21-06.TOP PORTION SHALL HAVE REFLECTIVE BLUE
BACKGROUND WITH WHITE REFLECTIVE SYMBOL AND BORDER. l
REQUIRED HANDICAP 1 STALL BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE "Y
BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER.
PROVIDED HANDICAP 1 STALL 6 FTP 2206 IS SUPPLEFOR WARE PANEL ERE
FTPE IS 20-06&LIMITElY
4. FTP 22-061S SUPPLEMENTAL PANEL FOR THE FTP 20-06 &FTP 21-06
SIGNS.
5. HEIGHT SHALL BE ] FEET MEASURED FROM THE GROUND V / /
w ( 12' ( 5' ( SIDEWALK TO THE BOTTOM OF "PERMIT ONLY" SIGN OR 6 FEE ET TO / c
Cn UTILITY PROVIDER: MIN. T MIN. 1 THE BOTTOM OF"$250 FINE"SIG". K
6. REFER TO FDOT INDEX No. 711-001 FOR PAVEMENT MARKING `V /
d WATER -FPUA DETAILS & FDOT INDEX No700-102 SIGN DETAILS PER THE LATEST /
FOOT DESIGN STANDARDS. O
WASTEWATER - ST. LUCIE COUNTY UTILITIES /
a RECLAIMED WATER - FPUA HANDICAPPED SPACE DETAIL / 2
ELECTRIC & GAS - FPL /
w k /
a DRAINAGE: /
w STORM WATER RUNOFF WILL BE COLLECTED THROUGH A /
SERIES OF INLETS THAT WILL BE DIRECTED INTO A DRY PROPERTY
0 DETENTION AREA WHICH WILL OUTFALL THROUGH A BOUNDARY / It 24'
LL CONTROL STRUCTURE. DISCHARGE WILL BE THROUGH THE
SPREADER SWALE AS EXISTING RATES AND LOCATION
o DICTATE.
o
PROPOSED 8' HIGH
Lu
Z HAZARDOUS WASTE: OPAQUE FENCE (TYP)
z / /
w ALL HAZARDOUS WASTES DISPOSAL SHALL COMPLY WITH
z ALL FEDERAL, STATE AND LOCAL REGULATIONS.
PARCEL ID: 4502-212-0001-060-9
w WELL FIELD PROTECTION: ZONING: HIRD
> THE SUBJECT PARCEL IS NOT LOCATED WITHIN 1000 FEET FUTURE LAND USE: RU
Crown OF A PUBLIC WATER SUPPLY WELL.
0 LIGHTING NOTES-
Z ALL FIXTURES AND POLES SHALL CONFORM TO FWCC
2 TURTLE LIGHTING GUIDANCE, ST. LUCIE COUNTY LDC _ / AO
cr SECTION 6.04.02 - SEA TURTLE PROTECTION, AND ST. LUCIE 1^
Cn COUNTY LDC SECTION 7.09.04K - OFF-STREET LIGHTING �a
z REQUIREMENTS AND GENERAL DESIGN STANDARDS. 2 _ C
z
Q
U) LANDSCAPE:
z ALL PROPOSED LANDSCAPING SHALL COMPLY TO ST. PUMP HOUSE / PROPOSED
E LUCIE COUNTY LDC 7,09.00. F.F. EL:5.06' / RETENTION AREA
= ACCESSIBILITY AND ADA COMPLIANCE: PROPOSED TOT: 0.08 AC
o BOT: 0.01 AC
w ALL SIDEWALKS AND RAMPS WILL MEET FDOT AND ADA � BERM EL: 5.52 / o
z REQUIREMENTS. (4:1 MAX SLOPE) ag
w
Cn
w
0- TRAFFIC STATEMENT: I / 30i-\
m THE INSTITUTE OF TRANSPORTATION ENGINEERS / PROPOSED
9 (ITE), TRIP GENERATION, 10TH EDITION, LAND USE ' CONTROL
o
CODE 151 - MINI WAREHOUSE WAS USED TO STRUCTURE
DETERMINE EXPECTED DAILY TRIP GENERATION / /
z RATES FOR THE PROPOSED PROJECT. GFA OF 20,290 ' ( /
801-
U) GSF WAS USED TO OBTAIN THE FOLLOWING RESULT: o
- �..
w
U
Z
Z
z
w
2
Z)
0
0
0
AVERAGE TRIPS GENERATED
TIME PERIOD
TOTAL
WEEKDAY
31
WEEKDAY, A.M.
PEAK HOUR
4
WEEKDAY, P.M.
PEAK HOUR
4
SATURDAY
40
SUNDAY
38
+�. �...
W..
..........
- ,....�.. NO /
TOP DIP
ELELEV:1 73' -
TOP OF 12" DIP
ELEV:0.87' FD 5/8" IR/C
REDUCER NOT FOUND
LB4286
W 0.56
PROPOSED TO REMOVE
EX. 8' ROCK ROAD
PARCEL ID: 4502-213-0003-000-8
ZONING: HIRD
FUTURE LAND USE: RU
49.69'
a �
PROPOSED
12'x50'
LOADING ZONE
413
k airy >j
. ° $A
BUILDING "B" \
1-STORY
t 3,120 GSF
13
12
2�
FD 5/8" IR/C PROPERTY J
LB4286 BOUNDARY
EXISTING WATER LINE -
PROPOSED RETENTION AREA
TOB: 0.07 AC
BOT: 0.01 AC
PROPOSED
10' U.E.
+
FD 5/8" IR \
PP
NO CAP
N 0.32
\ \
PROPOSED RECLAIMED
% \
WATER METER & RPZ
\
PROPOSED
8" WATER METER & RPZ
PROPOSED
2" RECLAIMED
`' �N `
WATER SERVICE
PROPOSED
A \t
'WATER SERVICE
(30" MIN COVER)
Lw
k
e
PROPOSED
5' SIDEWALK
4
9
eo �
`,
a
a
k
12
IAA
BUILDING "C"
1-STORY
5,760 GSF
PROPOSED
STORAGE UNITS
C�
BUILDING '
156'
1-STORY
3,120 GSF 1
13
-F
\ PROPOSED 14"X2" WET TAP
TO CONNECT TO
EX. 14" RECLAIMED WATER
PROPOSED 2" \
RECLAIMED WATER BY
DIRECTIONAL DRILL \
PROPOSED 12"X1"WET TAP \
TO CONNECT TO
EX. 12" DIP WATER MAIN \
_ PROPOSED 1" POLY \
WATER SERVICE \ \
\\ 1
APPROXIMATE LOCATION \
OF EX. 12" DIP WATER MAIN \
PROPOSED TO WIDEN \
EX. DRIVEWAY \
ENTRANCE TO 40' \
P \
R PER \
PROPOSED 2" FORCE MAIN
TO CONNECT TO c
FX_ 4" PVC FORCE MAIN \
- APPROXIMATE
\
OF EX. 4" PVC F
' e
3 m
1
P P EX. 15' SIDEWALK
4,5
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13
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a \k \ �t a t
3'
16
T, t� o
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PROPERT
BOUNDAF
10
lc�\ ago
BUILDING "D" \
�g2 1-STORY G
4,800 GSF
20'
i 000 1 JJ vv 004.vv lam/ PROPOSED 8' HIGH
N89039'32"W 382.00'(D) MASONRY LANDSCAPE
WALL (TYP)
PARCEL ID: 4502-213-0002-000-1
ZONING: HIRD
FUTURE LAND USE: RU
\ 5 V,
\
1a
\ \
APPROXIM�
LOCATION OF EX.
RECLAIMED WA_
12 a
� 4
3� + \ \ ryl
APPROXIMA
OF EX. 12" D
\ a�
t \\
PROPOSED a�
i
RETENTION AREA
TOB: 0.14 AC \
BOT: 0.01 AC \ \
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TOB
a
c
R
t t
k S Y4 TOP OF 6" DIP Ytk
1 "__°\ ELEV:1.74'
PROPOSED 8' HIGH 0a
OPAQUE FENCE n r�
VICINITY MAP
PARCEL ID: 4502-211-0001-000-8
ZONING: HIRD
FUTURE LAND USE: RM
APPROXIMATE LOCATION
OF EX. 14" FORCE MAIN
a'lL_ _mm
S88041'33"W 53.81'(C)
N89°39'32"W 53.77'(D)
APPROXIMATE LOCATION \
e OF EX. FORCE MAIN
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(DATE)
10250 SW VILLAGE PARKWAY - SUITE 201
PORT SAINT LUCIE, FL 34987
772-462-2455