HomeMy WebLinkAboutAppoved Site Plan 11.23.200
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LEGEND
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LIGHTS (BY OTHERS)
FLOW DIRECTION
DRAINAGE MANHOLE
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CATCH BASIN
OSTORAGE
UNIT COUNT
EXISTING CONCRETE
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PROPOSED CONCRETE
F-1
EXISTING ASPHALT
PROPOSED ASPHALT
NTS
24'-0"
FEMA#: 120285 8" CONCRETE BLOCK
WITH STUCCO
PANEL#: 0312 A- 6" CONCRETE PAD
0
OWNER:
DVA PROPERTIES INC
N
MONOLITHIC FOOTING
8900 S OCEAN DR
JENSEN BEACH, FL 34957
0 20
YARD SETBACK:
LATCH
FRONT SETBACK = 25'
PLAN VIEW
REAR SETBACK = 20'
CEDAR GATES WITH LATCHES
SIDE SETBACK = 10'
! IN FEET 1
!
RECYCLING SIGN
SIDE @ CORNER SETBACK = 20' 1 inch = 20 M
6' HIGH WITH STUCCO
SITE DATA:
131LZ 'I P7�FFCI 4502-212-0001-020-7
P
UN:
OPA
DATUM:
ALL ELEVATION ARE BASED ON NORTH
E
AMERICAN VERTICAL DATUM OF 1988.
-flu II- L
NGVD29 = NAVD88 + 1.475
I
ELEVATION VIEW
LEGAL DESCRIPTION:
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
THE SOUTH LINE OF THE NORTH 856.00 FEET OF SECTION 2, TOWNSHIP 37 SOUTH,
(2) LIFTS
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 - 1.5" FOOT TYPE SP-12.5
LIFT 2 - 1" FOOT TYPE SP-9.5
ON THE WESTERLY RIGHT-OF-WAY LINE OF STATE ROAD A-1-A. SAID POINT BEING THE
95% Laboratory Marshall Density
POINT OF BEGINNING.
FROM THE POINT OF BEGINNING CONTINUE NORTH 89°39'32" WEST ALONG THE SOUTH
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;
THENCE RUN NORTH 68°44'58" EAST A DISTANCE OF 149.00 FEET TO A POINT ON THE
(2) LIFTS
WESTERLY RIGHT-OF-WAY LINE OF STATE ROAD A-1-A; THENCE RUN SOUTH 21°15'02"
10" LIMEROCK OR COQUINA BASE
EAST ALONG THE WESTERLY RIGHT-OF-WAY LINE OF STATE ROAD A-1-A A DISTANCE
98%Modified Proctor test
OF 375.42 FEET TO THE POINT OF BEGINNING.
max. dry density,
LBR min of at least 100
PARCEL CONTAINS 1.93 ACRES, MORE OR LESS.
12" min. STABILIZED SUB -BASE COURSE
98 % Modified Proctor test max. dry density
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
LAND USE TABLE:
PROPOSED 2' HIGH
PROPOSED BUILDINGS 20,290 S.F. 0.47 AC. 24.13%
RETAINING WALL
\ \ PROPOSED 14"X2" WET TAP
\ TO CONNECT TO
EX. 14" RECLAIMED WATER
PROPOSED \
PROPOSED 10' U.E. + \
(2) PARKING STALLS FD 5/8" IR pp PROPOSED 2"
\
WALL HEIGHT IS MASONRY OR CONCRETE WALL NO CAP RECLAIMED WATER BY
REQUIRED TO BE WITH STUCCO FINISH AND N 0.32 \ \ DIRECTIONAL DRILL \
MEASURED 8 FT. HIGH DECORATIVE COLUMN CAP AND 8" PARCEL ID: 4502-212-0001-030-0 \
FROM THE FINISHED MIN. WALL BAND. COLUMNS ARE 20' ZONING: HIRD PROPOSED RECLAIMED PROPOSED 12"X1" WET TAP
FLOOR ELEVATION & NOT O.C. MAX. AND SHALL EXTEND 3" WATER METER & RPZ \
FUTURE LAND USE: RU �8� �. \ TO CONNECT TO
TO EXCEED 8 FT. IN MIN. BEYOND THE FACE OF THE
HEIGHT. WALL AND BE 16" IN WIDTH. PROPOSED S�v �- + \ "�� EX. 12" DIP WATER MAIN \
16"
w1DTE PROPOSED 5/8" WATER METER & RPZ
HANDICAPPED SPACE (TYP) PROPOSED
PROPOSED 8' HIGH 2" RECLAIMED a� \ \\
OPAQUE FENCE WATER SERVICE C"
PROPOSED PROPOSED 06 \ PROPOSED V POLY \
1 Ox25' OFFICE AREA 2" WATER SERVICE WATER SERVICE \ \
GH MASONRY LANDSCAPE WALL (30" MIN COVER)
PROPOSED
10' LANDSCAPE BUFFER , m I \ \
N.T.s. BIKE RACK \
PROPOSED 8' MASONRY oo loi ' /
LANDSCAPE WALL (TYP)
PROPERTY �j$E ,�� �Ol / \ \ \ APPROXIMATE LOCATION \\
BOUNDARY NFj$(°1� 3%E / a �° / 6� oQ ° OF EX. 12" DIP WATER MAIN
PROPOSED (5)2'x3015 \
BOAT STORAGE UNITS N6 + / PROPOSED a PROPOSED TO WIDEN \
/ 5' SIDEWALK ° EX. DRIVEWAY
R25'
FENCE CORNER 6o \
0.2' SE OF I?f � ENTRANCE TO 40'a. \
PROPOSED STOP
5' CHAIN LINK FENCE / SIGN &STOP BAR PER \
(MEANDERS OVER R) / ° \ 59 MUTCD R1-1 (TYP) \ \
FD 5/8" IR /
NO CAP / 10 / / ° \
GATE \ ' a PROPOSED 2" FORCE MAIN
PROPOSED TO REMOVE / s.�3 130 25 °a �/ a16 a`'o TO CONNECT TO \
EX. (4) 6" WOOD BOLLARDS / BUILDING "A" 10 / \� EX. 4" PVC FORCE MAIN \
1-STORY
2,050 GSF ° R2 ° \
R�MQ Oi-Pp / p; � 5ti
ROPOSED 8' HIGH
QUE FENCE (TYP) e \
VICINITY MAP
PARCEL ID: 4502-211-0001-000-8
ZONING: HIRD
FUTURE LAND USE: RM
/ _Z_5a APPROXIMATE LOCATION \ \ w
X. 5' CHAIN w
/ +� OF EX. 4" PVC FORCE MAIN APPROXIMATE LOCATION w
INK FENCE O------,�,. ° m \ \ \ OF EX. 14" FORCE MAIN I-_
+ / z +� \
IF
P P EX. 5' SIDEWALK W
Ott/ 4-56 Of
�� / / --- 1gp 16 A3 �' a 0SE0 10 \ z 0 O
P \ U
J /----''- - ✓'''' PROPOSED +101 PR 6 U�` \ \ w Q cd 0
6" GRAVITY \ \ yti° ; z
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/ UQ p / / -�. ROPOSED 5 \ I \ � Clo Of
/ +v / s' �- SWING GATE +a \ o^o \ 0� of z
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PROPOSED \ o z w
GATE \ \ z O
PROPOSED + e° 5 + I \ \
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KEYPAD W/ PROPOSED PRIVATE \ LU O
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PROPOSED KNOX BOX GRINDER STATION \
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DRAINAGE mf \ to _ ¢
261 JJJJ PIPE (TYP) I-° `�,�` PROPOSED 5 \ W ¢ o
PROP. ROLLING STORAGE UNITS \ \ \ 0, 3 ¢
GATE TRAC(< _/ 12 Ni�� \ I \
J PROPOSED �/ ° N N W
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PROPOSED ASPHALT 26,523 S.F. 0.61 AC. 31.55% SIGN FTP20-06 FTP21-06
PROPOSED CONCRETE 807 S.F. 0.02 AC. 0.96% O
2'
IMPERVIOUS/PERVIOUS: CONCRETE STOP PARKING By
oPBARLEL +
RMIi /
ONLY
TOTAL IMPERVIOUS 47,620 S.F. 1.10 AC. 56.64% FI"F PARKING BY
,o/
TOTAL PERVIOUS AREA 36,453 S.F. 0.83 AC. 43.36% FTP22-06 DISABLED
ONLY /
PARKING INFORMATION: 18' $z50"M x
PROPOSED STORAGE 77 UNITS + 250 SF OFFICE 16' FTP22-06 /
(20,290 GSF @ .14 SPACE PER 1000 GSF) NOTES
1. FTP 20-06'. TOP PORTION SHALL HAVE REFLECTIVE BLUE
TOTAL PARKING REQUIRED 3 STALLS BACKGROORTIONUND S WHIT HAVEAEFLTIVEWYMBOL TE BORDER /
BOTTOM PORTION SHALL HAVE REFLECTIVE REFLECTIVE WHITE
BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER, M
TOTAL PARKING PROVIDED 3 STALLS 2. FTP 21-06'. TOP PORTION SHALL HAVE REFLECTIVE BLUE
BACKGROUND WITH WHITE REFLECTIVE SYMBOL AND BORDER. �J
REQUIRED HANDICAP 1 STALL BO TOMPORTIONWITH
BLLHAVEAULEGS REFLECTIVE WHITE (� +L.
PROVIDED HANDICAP 1 STALL BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER
3. FTP 20-06 IS FOR USE IN AREAS WHERE SPACE IS LIMITED.
4. FTP 22-O61S SUPPLEMENTAL PANEL FOR THE FTP 20-06 &FTP 21-06 M
SIGNS. ND OR /W' , V
12' I 51I 6 SIDIGHT EWALKTOLBE 7 FEET MEASURED THE BOTTOM OF PERMFTONLY'SGNOROM THE UR6 EETTO
UTILITY PROVIDER: r T M� 6 REFER TON
OFDOT INDEX IN, E' ^1
MIN. 11001 FOR PAVEMENT MARKING V
WATER-FPUA DETAILS & FDOT INDEX No 700-102 SIGN DETAILS PER THE LATEST
WASTEWATER - ST. LUCIE COUNTY UTILITIES FOOT DESIGN STANDARDS. O
RECLAIMED WATER - FPUA HANDICAPPED SPACE DETAIL / CID
ELECTRIC & GAS - FPL /
DRAINAGE:
STORM WATER RUNOFF WILL BE COLLECTED THROUGH A
SERIES OF INLETS THAT WILL BE DIRECTED INTO A DRY PROPERTY
DETENTION AREA WHICH WILL OUTFALL THROUGH A BOUNDARY
CONTROL STRUCTURE. DISCHARGE WILL BE THROUGH THE
SPREADER SWALE AS EXISTING RATES AND LOCATION
DICTATE. PROPOSED 8' HIGH /
HAZARDOUS WASTE: OPAQUE FENCE (TYP)
ALL HAZARDOUS WASTES DISPOSAL SHALL COMPLY WITH
ALL FEDERAL, STATE AND LOCAL REGULATIONS.
PARCEL ID: 4502-212-0001-060-9
WELL FIELD PROTECTION: ZONING: HIRD
THE SUBJECT PARCEL IS NOT LOCATED WITHIN 1000 FEET FUTURE LAND USE: RU
OF A PUBLIC WATER SUPPLY WELL.
LIGHTING NOTES:
ALL FIXTURES AND POLES SHALL CONFORM TO FWCC
TURTLE LIGHTING GUIDANCE, ST. LUCIE COUNTY LDC _ J / �_O
SECTION 6.04.02 - SEA TURTLE PROTECTION, AND ST. LUCIE 1°
COUNTY LDC SECTION 7.09.04K - OFF-STREET LIGHTING 1a�
REQUIREMENTS AND GENERAL DESIGN STANDARDS. ti 7
LANDSCAPE: /
ALL PROPOSED LANDSCAPING SHALL COMPLY TO ST. PUMP HOUSE / PROPOSED
LUCIE COUNTY LDC 7.09.00. F.F. EL:5.06' / RETENTION AREA
ED TOB: 0.08 AC
PROPOSED ACCESSIBILITY AND ADA COMPLIANCE: BERM EL: ED.52
BOT: 0.01 AC
ALL SIDEWALKS AND RAMPS WILL MEET FDOT AND ADA � (4:1 MAX SLOPE) / 20e
REQUIREMENTS.
TRAFFIC STATEMENT: I I / 301
THE INSTITUTE OF TRANSPORTATION ENGINEERS / PROPOSED
(ITE), TRIP GENERATION, 10TH EDITION, LAND USE CONTROL
CODE 151 - MINI WAREHOUSE WAS USED TO I / STRUCTURE
DETERMINE EXPECTED DAILY TRIP GENERATION
RATES FOR THE PROPOSED PROJECT. GFA OF 20,290 I I g
GSF WAS USED TO OBTAIN THE FOLLOWING RESULT:
AVERAGE TRIPS GENERATED
TIME PERIOD
TOTAL
WEEKDAY
31
WEEKDAY, A.M.
PEAK HOUR
4
WEEKDAY, P.M.
PEAK HOUR
4
SATURDAY
40
SUNDAY
38
�6
TOP OF 6" DIP 301
ELEV:1.73' - - TOE
PROPOSED TO REMOVE
TOP OF 12" DIP EX. 8' ROCK ROAD
ELEV:0.87' FD 5/8" IR/C
REDUCER NOT FOUND PARCEL ID: 4502-213-0003-000-8
LB4286
W 0.56 ZONING: HIRD
FUTURE LAND USE: RU
49.69'
v
2q'
PROPOSED
12'x5O'
LOADING ZONE
MO
CODE
COMPLIANT
DUMPSTER
34.07'
BUILDING "B" \
1-STORY
+ 3,120 GSF
13
�(2
12
26'
�a 1FD 5/8" IR/C PROPERTY
LB4286 BOUNDARY
EXISTING WATER LINE -
PROPOSED RETENTION AREA
TOB: 0.07 AC
BOT: 0.01 AC
BUILDING "C"
1-STORY
,` 5,760 GSF
PROPOSED
STORAGE UNITS
PROPOSED \
ISLAND W/
D-CURB (TYP)
PROPOSED
DO NOT ENTER SIGN
PER MUTCD R5-1
PROPOSED
STORAGE UNITS
+
156' +
BUILDING "E"
1-STORY
3,120 GSF
13
20
+
PROPOSED
r DRAINAGE PIPE (TYP)
PROPOSED
DRAINAGE INLET (TYP)
APPROXIMATE LOCATION
EX. UTILITY EASEMENT
r
29.07'
-� j
-
3010' LANDSCAPE BUFFER
-TOE .__
_ THE NORTH 856.00' _
S88°41'33"W 382.00'(C) BASIS)
i _ B Q;�Il
(BEARING
N89039'32"W 382.00'(D)
PARCEL ID: 4502-213-0002-000-1
ZONING: HIRD
FUTURE LAND USE: RU
W,
r'
Z
E
\ � \ \ N ¢
+ m I \ \ Go 09 APPROXIMATE o 0
LOCATION OF EX. 14" \
RECLAIMED WATER \
c3� \
0
�O \
\, \P PROPERTY �'p% mac \
BOUNDARY C)
\ BUILDING I'D" \ a6 \
1g2 1-STORY
\ 4,800 GSF
I� 20
12'
34.07'
PROPOSED 8' HIGH
MASONRY LANDSCAPE
WALL (TYP)
0
h�
20
15)
i
a a
G�
m� PROPOSED �� O \
\ 5 FIRE HYDRANT CY �� \
�cp 7
is ` \ 1
+h \
IL
PROPOSED 0
\ \ \ BERM EL: 5.52 \\
V(4:1 MAX SLOPE) \
\ \
+9 a1 \ \
/ 30 \ \
\ h�+
\ APPROXIMATE LOCATION
\ OF EX. 12" DIP WATER MAIN \
(DATE)
X \ \
`0 %I \ 1`L m7c TOP OF 6" DIP \
PROPOSED a' ELEV:3.39'
RETENTION AREA \ REDUCER NOT FOUND ,'
71
TOB: 0.14 AC \
BOT: 0.01 AC \ JE
1
+ APPROXIMATE LOCATION
10250 SW VILLAGE PARKWAY -SUITE 201
OF EX. 4" PVC FORCE MAIN \ PORT SAINT LUCIE, FL 34987
TOB \ \ 772-462-2455
\ RIS
- h° �P \ 19-236
10
RISER TOP OF 6" DIP \
FPUA ELEV:1.74'
0 a -
7
S88°41'33"W 53.81'(C)
PROPOSED 8' HIGH t-0 N89039'32"W 53.77'(D)
OPAQUE FENCE P.
O F \ 1 OF 1
FD 1" IRON PIPE APPROXIMATE LOCATION
OF EX. FORCE MAIN