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8' MASONRY WALL EXISTING 9'X6' BOX CULVERT �� 1
DOUBLE DUMPSTER DESIGN/PERMIT
ENCLOSURE WITH CMU BY OTHERS. FINISH TO Qea
SCREEN WALL PER MATCH ARCHITECTURAL CAR WASH PER RIP -RAP REQ'D. SEE
7-ELEVEN STANDARDS. SEE CHARACTER OF BUILDING PROPOSED AIR/VACUUM STATION SHEET C5.0 FOR 4 Wo '�
N: 5441.02 ARCH PLANS FOR DETAILS 7-ELEVEN STANDARDS. Ucxi �m
(SEE ARCH PLANS FOR ON A 3'X6' CONC. PAD DETAILS (TYP.) W� _�J %1",
E: 4665.09 0 o Wza
DETAILS) (SEE FUEL PUMP DESIGNER � N: 5439.27 j ��
}, PLANS FOR DETAILS)
O - - - - �, -5Z L5Z D. .W.6 S 4'� E: 4922.33
-_ _ _ _-_ �__
0 CO-0 N: 5419.26 s�3 F
- mC3 E: 4831.96
�a PROPOSED STORMWATER AREA - I 3
��Lo B 10' BUILDING AND LANDSCAPE SETBACK SEE SHEET C5.0 FOR DETAILS N '
=0, N: 5419.53 Asp T ASA owN s
0� E: 4789.96 R1S• o. 3� ac z�s�
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MATCH EXISTING
SIDEWALK
MATCH EXISTING
CURB
V/ \_N: 5461.00
N E: 4955.67
a Ui -6
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W PROPOSED
CONNECTION TO
FORCE MAIN. SEE
SHEET C6.0 FOR
DETAILS.
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O� _�� s - � � R � I
R p� CAR WASH A S I 980 SF B I RECONSTRUCT EXISTING
�% DRIVEYWAY TO
O / . �q° , J ��s, -_ ACCOMMODATE
- � - TRUCK TURN
N: 5396.20 N: 5395.93 I I F
° T B o J E: 4789.81 N E: 4831.81 i/
PROPO D �
= RI 5' ° ,�� ° H - a CONNECTION TO A
O 20'y B 1Pz � � ,� i � I WATER MAIN. EE z �
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°° 10' I °0 DET LS -iv I N: 5361.95
I �10' 10' D f l O� I
Y �`3' E: 4946.71
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oa O `o"e I PUMP CENTER 3 oM IMPROVEMENTS ST. LUCIE
mo z� �� - PUMP CENTER COUNTY PROEJCT N0. 05-
o I J= I O N: 4824.99 N: 5319.93 o LJ N I FDOT PROJECT NO
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Z o W o Z C ° E: 4848.99 W F 424143-2-58-
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Yoo W 4 .99' N: 5310.92 ° ° CONIC. PAD (SEE FUEL PUMP
U O - E: 4752.69 zj a a ° DESIGNER PLANS FOR DETAILS)
OOY 5 5' J ° °� i �I
MLLj0 o I ° ° S ° ° ° PUMP CENTER
° ° N: 5286.93
Q m r10' 33' E °
J 1 ° a E: 4848.77 I 3
Q °a° T 8� ° 34' ° 3&' ° ° 36' - I o
a_ 1° N a ° ° �I �I
PUMP CENTER Q PUMP CENTER I W
co SEE MEP ® ° N: 5287.09 a° ° z ► ° ° �I° N: 5253.93 I 3
O PLANS FOR ° ° ° ° E: 4848.56 O a n
M CONTINUATION ® ° ° E: 4824.77 ° I 3
° FUEL CANOPY I U_ Q
M HEIGHT: 17.5 FT °
°° Q
O ' ° ° I 3
8' MASONRY WALL W ° ° 19.5 ° 25 I a O
ELEVEn ® ° J N: 5261.04 I , 'j CO
DESIGN/PERMIT I (� ■J ® ° ° ° d PUMP CENTER E: 4855.60 O J
BY OTHERS. FINISH TO N ° ° °
N: 5254.09 ° °�
MATCH ARCHITECTURAL (V =^ C-STORE a ° a n/
E: 4824.56 I LL
CHARACTER OF BUILDING N Wry 3,454 SF °
= O 7117 HEIGHT: 35 FT ° ° ° I Cn
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PROPOSED I N: 5231.86 ° J S ° ° O a m mI I a r 11 W
0 E: 4705.46 ° ° ° ° w V) I I z �•J w
BIKE RACK _� ° ° ° ° 07
SEE SHEET C7.0 _ yo 8° ° O°° w z
FOR DETAILS N: 5231.55 ° ° J ° a ® ° Z a I o - LL
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O PUMP CENTER ° L ° Z) 0�15' JQ W
N: 5221.07 ° ° ° 00 za I �¢I
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'2 N: 5220.78 E: 4855.27 I I 3
12' X 30' -y
LOADING ° M S
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MATCH EXISTING A °z
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RIP-RAP REQ D. SEE
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20' BUILDING SETBACK �Q��F� J N: 5135.17 �0
a �o a E: 4920.72dZ
15 LANDSCAPE SETBACK (VWm a a
PROPOSED am �.<j __ Lnr-
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APPROXIMATE LOCATION OF
a 9' X 6' BOX CULVERT
INSTALLED WITH FDOT
N: 5092.07 N E: 4742.90 ,. ROW IMROVEMENTS
-__ _ = ' CULVERT UNDER
Y� o MATCH EXISTING I JURISDICTION OF FT. PIERCE
FARMS WATER CONTROL
a7.r- MATCH EXISTING SIDEWALK LOO
"am G GRATE ETLEVAl10Nl 22.26' STORM HOLE 1 DISTRICT
= Z z J ASPHALT RIM ELEVAl10 22.65°
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NOT ACCESSIB ELEVATION 4.90MATCH EXISTING M n
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I N D R I O NEW RIGHT -TURN LANE PER si' ASPHALT PAVEMENT CURB pzj�
= FDOT REQUIREMENTS rZo
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30831d 1803 W-do-iHOIN FOR ADDITIONAL INFORMATION)
ONIISIX3 3 11 A1J31S3M�
CONCRETE SIDEWALK CURB
RAMP TYPE "CR-F" PER _j
FDOT INDEX 522-002 WITH
ADA DETECTABLE WARNING
MAT
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UND CONSTRUCTION
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NORTH BUILDING SETBACK
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- - - - - - PAVING SETBACK
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GRAPHIC SCALE IN FEET PROPOSED CONCRETE PAVEMENT
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HEAVY DUTY ASPHALT PAVEMENT
SEE SHEET C7.0 FOR DETAIL
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STANDARD DUTY ASPHALT PAVEMENT
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SITE DATA: SEE SHEET C7.0 FOR DETAIL
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SITE AREA: 1.95 ACRES
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ZONING: CN (COMMERCIAL, NEIGHBORHOOD)
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FUTURE LAND USE: COMMERCIAL
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PROPOSED USE: GAS STATION - 24/7 HOUR OPERATION
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CAR WASH - 24/7 HOUR OPERATION
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MAXIMUM BUILDING HEIGHT: 35 FEET
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PROPOSED BUILDING HEIGHT: ±35 FEET
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PROPOSED FUEL CANOPY HEIGHT: ±17.5 FEET
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BUILDING COVERAGE:
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PROPOSED C-STORE AREA 3,454 SF
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PROPOSED CAR WASH AREA 980 SF
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F.A.R. (4,089 SF/68,825 SF) 0.06
MAX F.A.R. 0.25
BUILDING SETBACKS REQUIRED PROPOSED
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FRONT: 25 FT
SIDE (NORTH PROP. LINE): 10 FT
66 FT
20.67 FT
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SIDE (SOUTH PROP. LINE): 20 FT
100 FT
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REAR: 20 FT
48 FT
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LANDSCAPE BUFFERS REQUIRED
PROPOSED
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FRONT: 15 FT
30 FT
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SIDE (NORTH PROP. LINE): 10 FT
21 FT
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SIDE (SOUTH PROP. LINE): 15 FT
51 FT
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REAR: 10 FT
20 FT
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REQUIRED PARKING (PER ITE PARKING
GENERATION
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MANUAL 5TH EDITION - LAND USE 945:
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8.38 SPACES PER 1,000 SF OF BLDG:
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29 SPACES
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TOTAL PARKING SPACES REQUIRED: 29 SPACES
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REGULAR SPACES: 23 SPACES
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FUELING POSITIONS: 16 SPACES
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HANDICAP SPACES: 2 SPACES
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TOTAL SPACES PROVIDED 41 SPACES
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IMPERVIOUS CALCULATIONS
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MAXIMUM ALLOWABLE IMPERVIOUS AREA (65%): 1.27 AC
BUILDING AREA: 0.08 AC
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ASPHALT AREA: 0.73 AC
CONCRETE AREA: 0.29 AC D,9011y,,g,,d by JM yRSws
ON:
01D.0.9.2342.19200300.100.1,1=AO109]COD000156572F35]DO001 ED1 F,
CN=3eRrey R Sw,s ,OU=KIMLEV-HORN AND ASSOCIATES,
O=KIMLEV-HORN AND ASSOCIATES, C=US
TOTAL IMPERVIOUS AREA: 1.10 AC (56%) De 2020.03.0409:20:5 0500'
KEYNOTE LEGEND
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CURB TYPE "F" PER FDOT DWG. INDEX 520-001
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CURB TYPE "D" PER FDOT DWG. INDEX 520-001
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CONCRETE SIDEWALK CURB RAMP TYPE "CR-C" PER FDOT INDEX 522-002 WITH ADA DETECTABLE WARNING MAT
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CONCRETE SIDEWALK CURB RAMP TYPE "CR-G" PER FDOT INDEX 522-002 WITH ADA DETECTABLE WARNING MAT
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WHEEL STOP (SEE SHEET C7.0 FOR DETAIL)
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24" WIDE WHITE THERMOPLASTIC STOP BAR
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CROSSWALK STRIPING PER FDOT INDEX 711-001 SHEET 10 OF 14
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6" WIDE WHITE PAINT STRIPING
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DUTY CONCRETE PAVEMENT (SEE SHEET C7.0 FOR DETAIL)
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HEAVY DUTY CONCRETE PAVEMENT (SEE SHEET C7.0 FOR DETAIL)
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FUEL TANK PAD CONCRETE PAVEMENT (SEE FUEL TANK VENDOR FOR DETAIL)
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DIRECTIONAL ARROW AND MARKINGS PER FDOT INDEX 711-001
ON
INTEGRAL CURB (SEE SHEET C7.0)
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CONCRETE SIDEWALK CURB RAMP TYPE "CR-E" PER FDOT INDEX 522-002
OP
CONCRETE SIDEWALK CURB RAMP TYPE "CR-F" PER FDOT INDEX 522-002
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STANDARD DUTY ASPHALT PAVEMENT (SEE SHEET C7.0)
OR
DO NOT ENTER SIGN (R5-1)
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SEE THICKENED EDGE DETAILS ON SHEET C7.0
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5' CURBED FLUME
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NOTES:
1.
A REGISTERED LAND SURVEYOR SHALL REPLACE SURVEY MONUMENTS OR
BENCHMARKS, WHICH HAVE TO BE DISTURBED BY THIS WORK, UPON
COMPLETION OF WORK.
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2.
HANDICAP PARKING SPACES SHALL BE MARKED BY THE INTERNATIONAL
HANDICAP SYMBOL AND EACH SPACE SHALL BE PROVIDED WITH A SIGN
STATING "PARKING BY DISABLED PERMIT ONLY". ALL HANDICAP ACCESS POINTS
SHALL BE CONSTRUCTED IN ACCORDANCE WITH APPLICABLE HANDICAP CODES.
3.
ALL CONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS AND STANDARDS
OF ST. LUCIE COUNTY.
4.
PRIOR TO STARTING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL BE
RESPONSIBLE TO VERIFY ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN
OBTAINED. NO CONSTRUCTION OR FABRICATION OF ANY ITEM SHALL BEGIN
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UNTIL THE CONTRACTOR HAS RECEIVED ALL PLANS AND ANY OTHER
DOCUMENTATION FROM ALL OF THE PERMITTING AND ANY OTHER REGULATORY
AUTHORITIES.
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5.
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS
AND/OR EASEMENTS BEFORE BEGINNING CONSTRUCTION.
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6.
ALL PARKING LOT DIMENSIONS ARE TO THE FACE OF THE CURB AND/OR
CENTER OF STRIPING.
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7.
ALL BUILDING DIMENSIONS ARE TO THE FACE OF THE BUILDING.
8.
PARKING STALLS TO BE MARKED WITH WHITE PAINT.
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9.
WHERE APPLICABLE DOUBLE YELLOW STRIPING, HANDICAP, STOP BARS, AND
7
FIRELANE STRIPING TO BE THERMOPLASTIC.
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10.
LIGHTING TO BE NON -GLARE AND AVOID SPILLAGE INTO ADJACENT PROPERTY.
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11.
MAINTENANCE OF TRAFFIC (MOT) SET UP MUST BE SUPERVISED BY A CERTIFIED
>
PERSON.
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12.
AS -BUILT PLANS ARE REQUIRED BY CONTRACTOR AT TIME OF COMPLETION.
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13.
REMOVAL OF EXISTING CURB AND SIDEWALK TO THE NEAREST JOINT.
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14.
TYPE 'D' CURB SHALL BE PER FDOT STANDARD PLANS INDEX 520-001.
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15.
ALL SIGNAGE SHALL COMPLY WITH ST. LUCIE COUNTY ORDINANCES.
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16.
SITE CONSTRUCTION SHALL BE PER ST. LUCIE COUNTY SPECIFICATIONS.
17.
FOR ALL SIDEWALKS THE MAXIMUM CROSS SLOPE IS 2.0% AND THE MAXIMUM
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LONGITUDINAL SLOPE IS 5.0%
SHEET NUMBER
18.
CURB RAMPS OUTSIDE OF PUBLIC RIGHT -OF- WAY SHALL COMPLY WITH THE
FLORIDA BUILDING CODE SECTION 11-4.7 CURB RAMPS
C4.0