14-170-002CONTRACTOR TO 12"
CREATE A SMOOTH SAWCUT AND REMOVE
FLUSH JOINT - EXISTINd PAVEMENT
PROPOSED I" OF
EXISTING ASPHALT /TYPE S -3 ASPHALT
�ROPOSED 8" LIMEROCK
IS N A R BASE LBR =100
FUL Y R PRIM 98% COMPACTION
DETAIL FOR MATCHING EXISTING PAVEMENT
(BUTT JOINT)
N.T.S.
PROVIDE INLET GRATE OR MANHOLE
FRAME AND LID PER PLAN
BRICK TO GRADE
I LAYER 4x4xW4xW4 TO MEET
ASTM A185 AND EXCEED ASTM C478
42" SQUARE (STEEL AREA OF 0.12 SQ.IN. /FT.
OUTLET
N PIPE 2"
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Q 6"
"BAFFLE" WHERE >
REQUIRED BY PLANS
CL 4„
6" V __j
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T T
#4 AT 12" C.C.E.W.
68" SQUARE
r�
42" STRUCTURE
FINISH GRADE
12" MIN.SELECT FILL
3'
GROUT AS BALLAST ROCK FILTER FABRIC
`REQ'D
PERFORATED H.D.P.E. WITH
INV. ELEV. 7.00' , f 3/8" DIAMATER HOLES
AT 2/ 3/4" SPACING
5' -NO PERFO TION 0 NOT GASKET
iv CONNECTING BANDS
BALLAST ROCK--,/ ELEV. ( -) 3.75
v
TRENCH LENGTH SHOWN ON PLAN
SEE ADDITIONAL CROSS SECTION BELOW
EXFILTRATION TRENCH
FINISH GRADE
WHEN DRAIN IS LOCATED
A
UNDER PAVEMENT THE 12"
C
LAYER BENEATH THE BASE
1.5
SHALL BE STABILIZED TO A
12"
MIN LBR =40
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12' 5'
PAVEMENT LOGO PER
INDEX No. 17346. SIZE
3 OR 5 FEET IN HEIGHT
\\ ,■ ■rll JII 4" SOLID WHITE
12' TRAFFIC PAINT
PER FDOT
INDEX N0. 17346
NOTE:
PAVEMENT IN HANDICAP SPACE
LINE TRENCH SIDES, TOP AND
12" MIN
BOTTOM W/ PLASTIC FILTER
DATE• 5/1 /2013
FABRIC AND LAP AT UPPER
CLEARANCE
SURFACE MIN. OF 12"
'
FILTER FABRIC SHALL BE FILTER X.
POLY FILTER X, FILTERWEAVE 70,
EXXON GTF -400E, MIRAFL 700X,
BELTON AEF 650W, OR ARMCO 1199
OR APPROVED EQUAL
WHEN DRAIN IS LOCATED
UNDER LANDSCAPING AREAS
FILL TO FINISH GRADE WITH
N CLEAN, SELECT MATERIAL.
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Fr
N 2 Q
L6„
MIN. WATER TABLE ELEV. 3.00'
BACKFILL TRENCH WITH BALLAST ROCK
BOTTOM ELEV. ( -1 3.75'
4' INVERT OF STORM PIPE
AT 7.00'
PAVING &DRAINAGE DETAILS PLAN
COMPRESSIVE STRENGTH 3500
PSI AT 28 DAYS.
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WELL COMPACTED SUBGRADE
95% COMPACTED DENSITY
CONCRETE PAVEMENT DETAIL
3 "x3" ALUMINUM
ANGLE
BOLT TO WALL WITF.
1/2" DIAMETER BOLT
18" x 28"
�N
FRAME AND GRATE
1
Al 16" x 26"
IV
N
USF #4105
USF #4105
FRAME AND GRATE
TO BE INSTALLED ON 42" STRUCTURE
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SPOT -WELD ANGLE
rO BAFFLE PLATE
ISOMETRIC VIEW
BAFFLE DETAILS
a 2' OVERHANG
Asphalt Toppi --
Limerock bas
Compacted
Subgrade
DIMENSION & TYPE
Concrete Section
A
B
C
STANDARD
1.5
6"
12"
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12' 5'
PAVEMENT LOGO PER
INDEX No. 17346. SIZE
3 OR 5 FEET IN HEIGHT
\\ ,■ ■rll JII 4" SOLID WHITE
12' TRAFFIC PAINT
PER FDOT
INDEX N0. 17346
NOTE:
PAVEMENT IN HANDICAP SPACE
SPACE I' -0"
�g-
HANDICAPPED SYMBOL MUST
BE WHITE IN COLOR
Q
SCALE: 1" = 20'
DATE• 5/1 /2013
ASPHALT PAVEMENT DETAIL
WELD PLATE TO
UPPER END OF
BAFFLE
—1/2 OF 18 "� PIPE
WALL OF BASIN
/
---OPEN BOTTOM
ALUMINUM ANGLE
(SEE DETAIL)
WHITE PER FOOT
INDEX No. 17346
4TYP.1 3 -6" WIDE
CHEVRONS (2' O.C.)
SPACED PER AISLE
4" SOLID BLUE
TRAFFIC PAINT
PER FDOT
INDEX N0. 17346
I 1 /2 "R
I/2"
PARKING BY
DISABLED
PERMIT ONLY
OW AWAY ZON
8 FINE TO
$250.00
12"
SEE MIAMI -DADE COUNTY PUBLIC WORKS CRITERIA
FOR ADITIONAL SIGN SPECIFICATIONS
r`
(OI a
DISABLED
PERMIT ONLY
OW AWAY ZON
8 FINE TO
FLANGED POST
N FINISH GRADE
A '
IF o
13 HANDICAPPED SIGN DETAIL
PAVEMENT LOGO AS PER
FDOT INDEX No 17346
SIZE 3 OR 8 FEET IN
HEIGHT AND WHITE IN
COLOR
6" RADIUS
)NE WAY ONE WAY DO
ENTER
R641L) R6 -1(R)
36 "XI2" 36 "XI2" R54
30 "X30"
(HIGH INTENSITY)
STOP
ONLY
RI -I R3 -5(R)
30 "X30"
(HIGH INTENSITY)
TRAFFIC SIGNS
'•2
SIGNS ARE TO BE MOUNTED ON FLANGED POST
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in
ft
I12"I
ALL '1FLOW ARROWS TO BE
SOLID WHITE REFLECTIVE
�12'�
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THERMOPLASTIC AS PER REVERSE ARROWS
FOOT FOR OPPOSITE' I�
DIRECTION OF f
FLOW
DIRECTIONAL ARROWS
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*NOTE: WHEN USED ON HIGH SIDE OF ROADWAYS, THE CROSS
SLOPE OF THE GUTTER SHALL MATCH THE CROSS SLOPE
OF THE ADJACENT PAVEMENT THE THICKNESS OF THE LIP
SHALL BE 6", UNLESS OTHERWISE SHOWN ON PLANS
TYPE F CURB
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REVISIONS:
?/3/13 WELL
2. 10/21/13 NEW SITE
PROJECT:
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NOTES:
I. THE BOTTOM OF THE EXFILTRATION TRENCH SHALL BE AT LEAST 15 FEET DEEP
UNLESS FIELD CONDITIONS WARRANT OTHERWISE.
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12' 5'
PAVEMENT LOGO PER
INDEX No. 17346. SIZE
3 OR 5 FEET IN HEIGHT
\\ ,■ ■rll JII 4" SOLID WHITE
12' TRAFFIC PAINT
PER FDOT
INDEX N0. 17346
NOTE:
PAVEMENT IN HANDICAP SPACE
SPACE I' -0"
�g-
HANDICAPPED SYMBOL MUST
BE WHITE IN COLOR
Q
SCALE: 1" = 20'
DATE• 5/1 /2013
■
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of
°N
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SHALL NOT EXCEED 2% IN
ANY DIRECTION
4" SOLID BLUE
TRAFFIC PAINT
PER FDOT
INDEX N0. 17346
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PROJECT No.
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NOTES:
I. THE BOTTOM OF THE EXFILTRATION TRENCH SHALL BE AT LEAST 15 FEET DEEP
UNLESS FIELD CONDITIONS WARRANT OTHERWISE.
IIUII
9'
DRIVE
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12' 5'
PAVEMENT LOGO PER
INDEX No. 17346. SIZE
3 OR 5 FEET IN HEIGHT
\\ ,■ ■rll JII 4" SOLID WHITE
12' TRAFFIC PAINT
PER FDOT
INDEX N0. 17346
NOTE:
PAVEMENT IN HANDICAP SPACE
SPACE I' -0"
�g-
HANDICAPPED SYMBOL MUST
BE WHITE IN COLOR
E.B. 0006%91
STATE OFF RIDA
SCALE: 1" = 20'
DATE• 5/1 /2013
2. AFTER THE BALLAST ROCK HAS BEEN PLACED TO THE PROPER ELEVATION, IT
SHALL BE CAREFULLY WASHED DOWN WITH CLEAN WATER IN ORDER TO ALLOW
FOR ININTIAL SETTLEMENT THAT MAY OCCUR. IF IT DOES TAKE PLACE,
ADDITIONAL BALLAST ROCK WILL BE ADDED TO RESTORE THE BALLAST ROCK
TO THE PROPER ELEVATION, SO THAT THE EXFILTRATION TRENCH WILL BE
COMPLETED IN ACCORDANCE WITH THE DETAILS.
NOTE:
PAVEMENT IN HANDICAP SPAC
SHALL NOT EXCEED 2y. IN
ANY DIRECTION
AND WHITE IN COLOR
SHALL NOT EXCEED 2% IN
ANY DIRECTION
4" SOLID BLUE
TRAFFIC PAINT
PER FDOT
INDEX N0. 17346
PAINT: CHLORINATE RUBBER
ALKYDE FS TT -P -115
TYPE III, FACTORY
MIXED, QUICK DRYING
NON- BLEEDING COLOR
PER LOCAL CODE
AWN BY:
CHECKED BY: ii.Z.
PROJECT No.
EXFILTRATION TRENCH
g g
TYPICAL PARKING SPACES MARKINGS
2013 -13
SHEET No.