GROUND LINE
12"
CAP TIE POINT
GIRDER
FILTER FABRIC
OV
ER
LA
P
PINSPINS
(MI
N)
C OF LAPL
SKEWED EDGE
SL
OP
E
SL
OP
E
SL
OP
E
TO SLOPE
PERPENDICULAR
EMBANKMENT
GROUND
CUT BACK SLOPE
GROUND
CUT BACK SLOPE
EMBANKMENT
WIDTH OF BRIDGE
(VARIES)
DITC
H
DITC
H
SHOU
LDER
SHOU
LDER
SHOU
LDER
SHOU
LDER
RIGH
T LA
NE
LEFT L
ANE
MEDI
AN
AGGREGATE SLOPE PROTECTION
LC
LONGITUDINAL SECTION
SLOPE PROTECTION WHEN BRIDGE IS ON SKEW DETAIL OF FILTER FABRIC LAP
CROSS SECTION AT BRIDGE END
PERSPECTIVE SKETCH
THAN BRIDGE ON EACH SIDE.
SHALL BE PLACED 2'-0" WIDER
NOTE: AGGREGATE SLOPE PROTECTION
GENERAL NOTES
6'-0"
AGGREGATE SLOPE PROTECTION PER SQ YD.
1. PAYMENT FOR THIS ITEM SHALL BE MADE UNDER
1'-6"
1'-6"
3'-0"
AGGREGATE SLOPE PROTECTION (6" THICK)
2'
16" SOD STRIP(6" THICK)
PROTECTION
AGGREGATE SLOPE
16" SOD STRIP
2'
FILTER FABRIC PER SQ YD.
2. PAYMENT FOR THIS ITEM SHALL BE MADE UNDER
BURIED APP 12" AT ALL EXTERIOR LIMITS
THE FABRIC SHALL BE TURNED DOWN ANDAP
P
BRIDGES
UNDER GRADE SEPARATION
AGGREGATE SLOPE PROTECTION
by J.F.T.
Added to CADD on 10-12-001.
L.V.S.
DAK 08-26-81 ASP-609 1101
TENNESSEE
FLORIDA
GulfofMexico
GEOR
GIA
MISSISSIP
PI
DEPARTMENT OF TRAN
SP
ORTA
TION
ALABAMA
DESIGN BUREAU SPECIAL DRAWING
1409 COLISEUM BOULEVARD
MONTGOMERY, AL 36130-3050
OF TRANSPORTATIONALABAMA DEPARTMENT
SPECIAL DRAWING NO INDEX NO
REVISIONS
UNAUTHORIZED USE OF THIS DRAWING MAY BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW.
OF TRANSPORTATION REPRESENTATIVE AUTHORIZED TO APPROVE THIS USE. ANYONE MAKING
ANY ORGANIZATION, WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ALABAMA DEPARTMENT
TRANSPORTATION AND IS NOT TO BE COPIED, REPRODUCED, ALTERED, OR USED BY ANYONE, OR
THIS DRAWING REPRESENTS DESIGNS PREPARED FOR USE BY THE ALABAMA DEPARTMENT OF
CURRENT ALABAMA DEPARTMENT OF TRANSPORTATION
--SPECIFICATIONS--
Bureau Std Engr:
DRAWN BY: DATE DRAWN:
NOT TO SCALE
SHEET
NO
FISCAL
YEARPROJECT NO
REFERENCE
NOTE:
THICKNESS OF CONCRETE SLOPE PAVING FOR THE AREA INDICATED. THE COST OF
EXCAVATING AND PREPARING SLOPES SHALL BE INCLUDED IN UNIT PRICE BID
NOTE: UNDER ALL BRIDGES THE CONTRACTOR SHALL FORM WALL AND
CURBS ON EACH SIDE OF THE SLOPE PAVING AS DIRECTED BY
WHEN THROUGH TRAFFIC LANES ARE IN CUT
THE CUT SLOPE FOR A SUITABLE DISTANCE
EACH WAY FROM THE BRIDGE SHALL BE LAID
AS DIRECTED BY THE ENGINEER. COST OF ANY
BACK TO THE SAME SLOPE AS THE SLOPE PAVING
WILL BE PAID FOR UNDER THE ITEM UN-
CLASSIFIED EXCAVATION, PER CUBIC YARD.
NOTE: CONCRETE SLOPE PAVING
GENERAL NOTES
PORTION OF THE TOP OF EACH AREA TO BE SLOPE PAVED. THIS WILL BE PAID FOR
CONTINUOUS THROUGH MEDIAN AREA.
IN SLOPE AND EXTEND ON
SAME SLOPE AS CURB
SHOULDER
DITCH
TOEWALL
(SEE DETAIL)
SECTION
EMBANKMENT
GROUND
CUT BACK SLOPE
FLOW LINE OF SIDE DITCH
SLOPE PAVING
CROSS SECTION AT BRIDGE END
CUT BACK SLOPE
EMBANKMENT
WIDTH OF BRIDGE
(VARIES)
CL
WALL
CUT THESE LINES
PERPENDICULAR TO SLOPE
VERTICAL STEEL SHALL BE
AND EXTEND INTO SLOPE
SOD
WALL
SL
OP
E
C
BRI
DG
E
L
WALL
CURB
(SEE SECTION
SLOPE PAVING WHEN BRIDGE IS ON SKEW
CURB
SLOPE PAVED AREA ADJACENT TO
EMBANKMENT
CUT
WEEP HOLES AS REQUIRED
DITCH
TOEWALL DETAIL
SKETCH SHOWING LOCATIONS WHERE SLOPE PAVING IS REQUIRED
UNDER SEPARATION STRUCTURES NOT ON SKEW
SLOPE PAVING TIE POINT
GIRDER
SLOPE PAVING
URBAN SECTION
ORIGINAL GROUND LINE SIDE WALK
GROUND
CAP
LEFT L
ANE
GRAS
S ME
DIAN
RIGH
T LA
NE
CONC
RETE S
LOPE P
AVIN
G
CONC
RETE S
LOPE P
AVIN
G
DITC
H
SHOU
LDER
SHOU
LDER
SHOU
LDER
SHOU
LDER
DITC
H
12"
2"
SL
OP
E
"A" "A"
BACK SLOPE FLATTENING ON THROUGH LANES
UNDER THE ITEM OF SOLID SODDING, PER SQUARE YARD.
3. THE FACE OF SLOPE PAVING SHALL BE CUT INTO RECTANGLES NOT MORE THAN
SHALL BE PLACED 2'-0" WIDER
SECTION "A-A"RIGHT)
UNIFORM SLOPE 1.5:1 OR FLATTER
PAVING 2 FEET
THE ENGINEER. COST OF PLACING CURBS AND WALLS AS DETAILED SHALL
(3) FEET SQUARE, USING A GROOVING TOOL.
2. WHERE DUAL BRIDGES ARE 30' OR LESS APART SLOPE PAVING SHALL BE
UP TO ABUTMENT WALL
THAN BRIDGE ON EACH SIDE
TOEWALL (SEE DETAIL)
1. A CONTINUOUS 16" STRIP OF SOLID SOD SHALL BE PLACED ALONG THE SIDES AND
16" SOD STRIP
6"
2'
BEGIN 6" WIDE WALL AT BREAK
SLOPES UNDER SEPARATION BRIDGES SHALL BE TRUE AND FIRM TO RECEIVE A 4"
4"
6" 2'-0"
4"
4"
WALL SHALL BE 6" THICK FOR A
DISTANCE OF 2' FEET OUT FROM WALL
4" 4"
6"
2'
6"
16" SOD STRIP
SLOPE 1" PER FOOT FOR THE ITEM, SLOPE PAVING.
BE INCLUDED IN THE COST OF ITEM SLOPE PAVING, PER CUBIC YARD.
NO 4 BARS @ 12" OC
6" MIN
6"
MI
N
6" MIN
3" CLEARANCE
1 - NO 4 BAR TOP & BOTTOM
6" MIN
SLOPES UNDER SEPARATION BRIDGES
PLAIN CONCRETE SLOPE PAVING ON
by J.F.T.
Added to CADD on 10-12-001.
L.V.S.
4-09-90 B-614 1102
TENNESSEE
FLORIDA
GulfofMexico
GEOR
GIA
MISSISSIP
PI
DEPARTMENT OF TRAN
SP
ORTA
TION
ALABAMA
DESIGN BUREAU SPECIAL DRAWING
1409 COLISEUM BOULEVARD
MONTGOMERY, AL 36130-3050
OF TRANSPORTATIONALABAMA DEPARTMENT
SPECIAL DRAWING NO INDEX NO
REVISIONS
UNAUTHORIZED USE OF THIS DRAWING MAY BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW.
OF TRANSPORTATION REPRESENTATIVE AUTHORIZED TO APPROVE THIS USE. ANYONE MAKING
ANY ORGANIZATION, WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ALABAMA DEPARTMENT
TRANSPORTATION AND IS NOT TO BE COPIED, REPRODUCED, ALTERED, OR USED BY ANYONE, OR
THIS DRAWING REPRESENTS DESIGNS PREPARED FOR USE BY THE ALABAMA DEPARTMENT OF
CURRENT ALABAMA DEPARTMENT OF TRANSPORTATION
--SPECIFICATIONS--
Bureau Std Engr:
DRAWN BY: DATE DRAWN:
NOT TO SCALE
SHEET
NO
FISCAL
YEARPROJECT NO
REFERENCE
THE TRANSVERSE AND LONGITUDINAL BENCHES SHALL1.
PIPE UNDERDRAIN OR AGGREGATE FILLED UNDERDRAINS SHALL2.
12"
BE USED AT LOCATIONS AS DIRECTED BY THE ENGINEER.
THE EXCAVATION NECESSARY FOR THE BENCHING SHALL
BE CLASSIFIED AND PAID FOR UNDER ITEM FOR UNCLASSIFIED
EXCAVATION.
BE PLACED IN AREAS OF HEAVY SEEPAGE OR IN AREAS
THE SPECIAL UNDERDRAIN OUTLETS FOR THE AGGREGATE3.
FILLED UNDERDRAIN INSTALLATIONS SHALL BE PAID FOR
UNDER ITEM 605-B, SPECIAL UNDERDRAIN OUTLET, TYPE A-1.
(a) WHEN PIPE UNDERDRAIN IS USED, THE CONSTRUCTION
METHODS SHALL BE IN ACCORDANCE WITH SPECIAL DRAWING
FOR DETAILS OF PIPE UNDERDRAIN INSTALLATION, AND PAID
FOR AS UNDERDRAIN PIPE.
(b) WHEN AGGREGATE FILLED UNDERDRAINS ARE USED,
THE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE
DETAILS SHOWN ON THIS SHEET AND THE SPECIFICATIONS.
PAYMENT SHALL BE MADE UNDER ITEM FOR AGGREGATE
FILLED UNDERDRAIN.
AGGREGATE FILLED UNDERDRAIN
FILTER
FABRIC
HARDWARE CLOTH UNDERDRAIN PIPE
FILTER FABRIC
LIMITS OF TYPE A-1 SPECIAL UNDERDRAIN OUTLET
FILL
MATERIAL
UNDERDRAIN PIPE
VARIABLE FILL SLOPE
SLOPE
PAVED
HEADWALL
DETAILS OF SPECIAL UNDERDRAIN OUTLET TYPE A-1
CONCRETE
PAVEDSLOPE
HEADWALL
UNDERDRAIN
PIPE
DETAILS OF TRANSVERSE BENCHES AND UNDERDRAIN
SUBGRADE
PROFILE GRADE
EXISTING GROUND
1:1 MAX SLOPE
LIMITS OF
4:1 SLOPE
OR GREATER
PIPE UNDERDRAIN OR
AGGREGATE FILLED
UNDERDRAIN (TO BE
PLACED AFTER BENCHING
AND PRIOR TO PLACEMENT
OF NORMAL EMBANKMENT)
ROCK OR STABLE
MATERIAL LINE1:1 MAX SLOPE
REQUIRED EMBANKMENT
EXISTING GROUND
OR GREATER
4:1 SLOPE
MATERIAL LINE
ROCK OR STABLE
1:1 MAX SLOPE
PIPE UNDERDRAIN OR AGGREGATE
FILLED UNDERDRAIN (TO BE PLACED
AFTER BENCHING AND PRIOR TO
PLACEMENT OF NORMAL EMBANKMENT)
DETAILS OF LONGITUDINAL BENCHES AND UNDERDRAIN
AT GRADE POINTS.
SEE SPECIAL DRAWING FOR DETAILS OF UNDERCUTTING4.
DETAILS OF SLOPE
PAVED HEADWALL
CL
10' MIN.
OF EXPECTED SEEPAGE AS DIRECTED BY THE ENGINEER.
10' MIN.
NON-PERFORATED
FIRST BENCH
MI
N.
GENERAL NOTES
3'-0"
1'-6"
10' MIN. NON-PERFORATED
4"
3'-0"
4"
12"
1'-6"
4"
2'
MI
N.
" MESH 10' MIN. PERFORATED
2'
MI
N.
lower drain.
to the top elevation of the
upper drain should extend
Bottom elevation of the
NORMAL EMBANKMENT
MATERIAL
THE TRANSVERSE AND LONGITUDINAL BENCHES SHALL1.
PIPE UNDERDRAIN OR AGGREGATE FILLED UNDERDRAINS SHALL2.
12"
BE USED AT LOCATIONS AS DIRECTED BY THE ENGINEER.
THE EXCAVATION NECESSARY FOR THE BENCHING SHALL
BE CLASSIFIED AND PAID FOR UNDER ITEM FOR UNCLASSIFIED
EXCAVATION.
BE PLACED IN AREAS OF HEAVY SEEPAGE OR IN AREAS
THE SPECIAL UNDERDRAIN OUTLETS FOR THE AGGREGATE3.
FILLED UNDERDRAIN INSTALLATIONS SHALL BE PAID FOR
UNDER ITEM 605-B, SPECIAL UNDERDRAIN OUTLET, TYPE A-1.
(a) WHEN PIPE UNDERDRAIN IS USED, THE CONSTRUCTION
METHODS SHALL BE IN ACCORDANCE WITH SPECIAL DRAWING
FOR DETAILS OF PIPE UNDERDRAIN INSTALLATION, AND PAID
FOR AS UNDERDRAIN PIPE.
(b) WHEN AGGREGATE FILLED UNDERDRAINS ARE USED,
THE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE
DETAILS SHOWN ON THIS SHEET AND THE SPECIFICATIONS.
PAYMENT SHALL BE MADE UNDER ITEM FOR AGGREGATE
FILLED UNDERDRAIN.
AGGREGATE FILLED UNDERDRAIN
FILTER
FABRIC
HARDWARE CLOTH UNDERDRAIN PIPE
FILTER FABRIC
LIMITS OF TYPE A-1 SPECIAL UNDERDRAIN OUTLET
FILL
MATERIAL
UNDERDRAIN PIPE
VARIABLE FILL SLOPE
SLOPE
PAVED
HEADWALL
DETAILS OF SPECIAL UNDERDRAIN OUTLET TYPE A-1
CONCRETE
PAVEDSLOPE
HEADWALL
UNDERDRAIN
PIPE
DETAILS OF TRANSVERSE BENCHES AND UNDERDRAIN
SUBGRADE
PROFILE GRADE
EXISTING GROUND
1:1 MAX SLOPE
LIMITS OF
4:1 SLOPE
OR GREATER
PIPE UNDERDRAIN OR
AGGREGATE FILLED
UNDERDRAIN (TO BE
PLACED AFTER BENCHING
AND PRIOR TO PLACEMENT
OF NORMAL EMBANKMENT)
ROCK OR STABLE
MATERIAL LINE1:1 MAX SLOPE
REQUIRED EMBANKMENT
EXISTING GROUND
OR GREATER
4:1 SLOPE
MATERIAL LINE
ROCK OR STABLE
1:1 MAX SLOPE
PIPE UNDERDRAIN OR AGGREGATE
FILLED UNDERDRAIN (TO BE PLACED
AFTER BENCHING AND PRIOR TO
PLACEMENT OF NORMAL EMBANKMENT)
DETAILS OF LONGITUDINAL BENCHES AND UNDERDRAIN
AT GRADE POINTS.
SEE SPECIAL DRAWING FOR DETAILS OF UNDERCUTTING4.
DETAILS OF SLOPE
PAVED HEADWALL
CL
10' MIN.
OF EXPECTED SEEPAGE AS DIRECTED BY THE ENGINEER.
10' MIN.
NON-PERFORATED
FIRST BENCH
MI
N.
GENERAL NOTES
3'-0"
1'-6"
10' MIN. NON-PERFORATED
4"
3'-0"
4"
12"
1'-6"
4"
2'
MI
N.
" MESH 10' MIN. PERFORATED
2'
MI
N.
lower drain.
to the top elevation of the
upper drain should extend
Bottom elevation of the
NORMAL EMBANKMENT
MATERIAL
EMBANKMENT
UNDERDRAIN UNDER HEAVY
AND TRANSVERSE BENCHES AND
SPECIAL DETAILS LONGITUDINAL
on 11-08-12 by J.F.T.
Longitudinal Benches and Underdrain
the "Details of the Transverse and
elevation of the lower drains in both
drains should extend to the top
The bottom elevation of the upper2.
by J.F.T.
Added to CADD on 10-12-001.
L.V.S.
03-11-91 BUD-210 1106
TENNESSEE
FLORIDA
GulfofMexico
GEOR
GIA
MISSISSIP
PI
DEPARTMENT OF TRAN
SP
ORTA
TION
ALABAMA
DESIGN BUREAU SPECIAL DRAWING
1409 COLISEUM BOULEVARD
MONTGOMERY, AL 36130-3050
OF TRANSPORTATIONALABAMA DEPARTMENT
SPECIAL DRAWING NO INDEX NO
REVISIONS
UNAUTHORIZED USE OF THIS DRAWING MAY BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW.
OF TRANSPORTATION REPRESENTATIVE AUTHORIZED TO APPROVE THIS USE. ANYONE MAKING
ANY ORGANIZATION, WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ALABAMA DEPARTMENT
TRANSPORTATION AND IS NOT TO BE COPIED, REPRODUCED, ALTERED, OR USED BY ANYONE, OR
THIS DRAWING REPRESENTS DESIGNS PREPARED FOR USE BY THE ALABAMA DEPARTMENT OF
CURRENT ALABAMA DEPARTMENT OF TRANSPORTATION
--SPECIFICATIONS--
Bureau Std Engr:
DRAWN BY: DATE DRAWN:
NOT TO SCALE
SHEET
NO
FISCAL
YEARPROJECT NO
REFERENCE
D*
4"
(SEE NOTE #6)
16" SOLID SOD
(SEE NOTE #6)
16" SOLID SO
D BACK SLOPE
FRONT SLOPE
TOE WALL
TO FIT SLOPET
O FIT SLOPE
3'
R
3' R
BELOW FOR "D".
FRONT SLOPE. SEE TABLES
DEPTH (D) DETERMINED BY
*
TO FIT SLOPE TO FIT SL
OPE
3'
R
3' R
4"
(SEE NOTE #6)
16" SOLID SOD
TOE WALL
SIDE DITCH MEDIAN FLUME
(SEE NOTE #6)
16" SOLID SOD
4"4"
TOP OF SUBGRADE
TO BE FORMED
THESE SURFACES NOT
CROSS SECTION OF TOE WALL
3'-0"
D=12"
2:14:1
TO BE NECESSARY.
WIDE DITCH WITH A DEPTH OF 12" IS DETERMINED
4:1 FRONT SLOPE AND 2:1 BACK SLOPE. A 3'-0"GIVEN:
SOLUTION:
NOTE:
EXAMPLE FOR COMPUTING CONCRETE QUANTITIES
30 FEET. CONTRACTION JOINTS SHALL BE MADE WITH AN APPROVED MARKING TOOL.
BE AS APPROVED BY THE ENGINEER; HOWEVER CONTRACTION JOINT SPACING SHALL NOT EXCEED
80 FEET AND AT RIGID FIXED OBJECTS. CONSTRUCTION AND CONTRACTION JOINT SPACING SHALL
EXPANSION JOINT " WIDE SHALL BE PROVIDED WHEN THE LENGTH OF FLUME OR DITCH EXCEEDS
HYDRAULICS AND BE AESTHETIC.
IT IS DESIRABLE FOR WIDTH OF DITCH TO MATCH WIDTH OF STRUCTURE OPENING TO INSURE PROPER
WHERE PAVED DITCHES OR FLUMES ADJOIN DRAINAGE STRUCTURES WITH FLARED WINGS OR HEADWALLS,
ON STEEP SLOPES ADDITIONAL TOE WALLS MAY BE REQUIRED IF DIRECTED BY THE ENGINEER.
EROSION CONTROL WHEN PROVIDED IN PLAN QUANTITIES.
SOLID SOD MAY BE PLACED AT SHOWN LOCATIONS AS DEEMED NECESSARY BY THE ENGINEER FOR
1.
2.
3.
4.
5.
6.
GENERAL NOTES
BOTTOM WIDTH
1' 2' 3' 4' 5' 6' 7' 8'
.012 .024 .036 .048 .060 .072 .084 .096
6:1
6"
6.08' .073
3.04' .036
12"
6"
6.18'
4.12'
2.06'
.074
.049
.025
4:1
3:1
18"
12"
6"
6.32'
4.74'
3.16'
1.58'
.076
.057
.038
.019
2:1
30"
24"
18"
12"
6"
6.71'
5.59'
4.47'
3.35'
2.24'
1.12'
.080
.067
.054
.040
.027
.013
66"
60"
54"
48"
42"
36"
30"
24"
8.49'
7.78'
7.07'
6.36'
5.66'
4.95'
4.24'
3.54'
2.83'
.102
.093
.085
.076
.068
.059
.051
.042
.034
1:1
18"
12"
6"
2.12'
1.41'
0.71'
.025
.017
.008
SLOPE "D"LENGTH
SLOPE
OF TRANSPORTATION SPECS.
EXPANSION JOINT MATERIAL SHALL MEET THE REQUIREMENTS OF SECTION 832.01 ALABAMA DEPARTMENT
6'-0" MAX 1'-0" MIN
24" MIN (LOWER END OF FLUME)
12" MIN (UPPER END OF FLUME)
MIN
6"
LIN FT OF DITCH.
+ 0.036 CU YD (DITCH BOTTOM) = 0.112 CU YDS PER
0.049 CU YD (FRONT SLOPE) + 0.027 CU YD (BACK SLOPE)
FROM TABLES -
/SLOPE
CU YD CONC
12" MAX
18" MAX
24" MAX
36" MAX
72" MAX
CU YDS CONCRETE PER FT BOTTOM WIDTH
3'-0" MIN
(SEE NOTE #6)
16" SOLID SOD
= CU YDS PER LIN FT OF FLUME
(0.012 CU YD) x (FLUME WIDTH IN FT)
NOTE: FOR CONCRETE QUANTITIES USE -
MEDIAN FLUMES) PER CU YD AS SET FORTH IN THE PLANS OR AS DIRECTED BY THE ENGINEER.
PAYMENT FOR PAVED DITCHES WILL BE MADE UNDER THE ITEM OF SLOPE PAVING (FOR PAVED
0.012 CU YDS CONCRETE PER FT OF DITCH WIDTH.
THESE QUANTITIES ARE COMPUTED BY USING
DETAILS OF PAVED DITCHES AND FLUMES
Redrawn on CADD 09-22-92 by C. J. S.1.
L.V.S.
03-22-89 D-614 1110
TENNESSEE
FLORIDA
GulfofMexico
GEOR
GIA
MISSISSIP
PI
DEPARTMENT OF TRAN
SP
ORTA
TION
ALABAMA
DESIGN BUREAU SPECIAL DRAWING
1409 COLISEUM BOULEVARD
MONTGOMERY, AL 36130-3050
OF TRANSPORTATIONALABAMA DEPARTMENT
SPECIAL DRAWING NO INDEX NO
REVISIONS
UNAUTHORIZED USE OF THIS DRAWING MAY BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW.
OF TRANSPORTATION REPRESENTATIVE AUTHORIZED TO APPROVE THIS USE. ANYONE MAKING
ANY ORGANIZATION, WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ALABAMA DEPARTMENT
TRANSPORTATION AND IS NOT TO BE COPIED, REPRODUCED, ALTERED, OR USED BY ANYONE, OR
THIS DRAWING REPRESENTS DESIGNS PREPARED FOR USE BY THE ALABAMA DEPARTMENT OF
CURRENT ALABAMA DEPARTMENT OF TRANSPORTATION
--SPECIFICATIONS--
Bureau Std Engr:
DRAWN BY: DATE DRAWN:
NOT TO SCALE
SHEET
NO
FISCAL
YEARPROJECT NO
REFERENCE
with Ls/4 Protection
Height
0
Ls/4Estimate Volume
0
61
136
224
325
441
569
712
868
1037
1220
1416
1626
1850
2088
2338
2603
2881
3172
3477
3795
0
218'7.6"
440'05"
710'9.7"
954'9.9"
1304'38"
1641'57"
2124'22"
2804'21"
3932'46"
5035'23"
6305'07"
9000'
0
75
167
275
400
542
700
875
1067
1275
1500
1742
2000
2275
2567
2875
3200
3542
3900
4275
4667
218'7.6"
710'9.7"
1300'15"
1641'57"
2124'27"
2804'21"
3933'32"
5035'39"
6305'07"
9000'
440'04.7"
954'06"
237
386
554
742
950
1177
1424
1691
1978
2284
2611
2957
3323
3708
4114
4539
4984
5449
5933
218'7.6"
710'9.7"
1300'15"
1641'57"
2124'30"
2804'21"
5034'56"
6305'07"
9000'
440'03.5"
109
954'09.9"
3933'24.6"
To
p of
Riprap
w/
Filter
Blan
ket
Toe
of
Slo
pe
(1: 1)
Toe
of
Slo
pe
on
Riprap (1: 1)
Edge
of
Riprap
w/
Filter
Blan
ket
11'1: 1
1: 1
"w"
Heig
ht
CL Spur Dike
Natural Ground
Natural Ground
Top Riprap
Flood Stage
(High Water Line)
See Note #11
See Note #12
See Note #14
SECTION "A-A"
NOTES
be measured along this line.
Quantity for Filter Blanket to
X Axis
f
Y Axis
"w"W.P. #1
(Coordinates "Y" - See Tables)
Total Y = 0.4 Ls
2 X
Ls
2
2Y = (0.4 Ls) 1 -
a
0
1406'14.28"
2702'05.30"
3810'23.30"
4729'41.07"
5517'08.82"
6155'39.08"
6747'59.51"
7318'02.72"
7902'14.50"
8230'29.14"
8521'23"
9000'00"
0
1406'14.29"
2702'08.14"
3810'23.30"
5517'08.82"
6155'39.05"
7318'02.72"
7902'17.44"
8230'40.52"
8521'23"
9000'00"
4729'30"
6747'56"
0
1406'14.29"
2702'12.4"
3810'23.30"
5517'08.8"
6155'39.05"
7318'02.7"
7901'59.76"
8230'36.26"
8521'23"
9000'00"
4729'41"
6747'51.08"
X Axis
Angle a
a
f
Hig
h
Water
Lin
e
Hig
h
Water
Lin
e
High Water Line
|
Spur
Dik
e
Toe of Roadw
ay S
lopes
Toe of Roadway Slopes
T
oe of Slope (1 :
1)
f
f
f
f
f
f
f
f
f
f90
11'
Edge of
Riprap
w/
Filter
Blanket
Edge of Riprap w/ Filt
er
Blanket
Toe of Slo
pe
on
Riprap
w/ Filter
Blanket (1 :
1)
Toe
of Slo
pe (1 :
1)
C Spur
Dike
L
"A"
"A"
FLOW
FL
OW
FL
OW
C Spur
Dike
L
11'
w/ Filt
er Bla
nket
Limits
of Ripr
ap
Toe of
Slope (
1
: 1)
Ls/4
Ls/4
Top
Dik
e
Base
Lin
e
Y Axis
TYPICAL DIKE LAYOUT
Roadway Shoulder
Slope
Slo
pe
Slo
pe Intersectio
n Line
Vegetative Cover
Sprigging / Sodding
13. See Special Drawing RR-610 for details at bridge ends.
f
(Berm)
Toe
of
Slo
pe
Lan
d
Sid
e
(a.) Stream side toe of slope and edge of riprap where required.
(b.) Front and back shoulder line of dike for berm width.
(c.) Set land side toe of slope.
(Ls/4)
w/ Filter Bla
nket
Limits of Riprap
Spur
Dik
e
Shoulder
Lin
e
FLOW
FLO
W
FL
OW
BridgeShoulder
Roadway
Roadway Slope
Toe of
SITE DETAILNo Scale
0
46.64
103.98
171.26
248.48
337.17
435.03
544.36
663.63
792.84
932.76
1082.61
1243.17
1414.43
1596.39
1787.53
1990.14
2202.68
2425.17
2658.36
2901.49
025' (7.62 m)
1' (0.30 m)
2' (0.61 m)
3' (0.91 m)
4' (1.22 m)
5' (1.52 m)
6' (1.83 m)
7' (2.13 m)
8' (2.44 m)
9' (2.74 m)
10' (3.05 m)
11' (3.35 m)
12' (3.66 m)
13' (3.96 m)
14' (4.27 m)
15' (4.57 m)
16' (4.88 m)
17' (5.18 m)
18' (5.49 m)
19' (5.79 m)
20' (6.10 m)
Coordinates
"X" "Y"
10' (3.05 m)
20' (6.10 m)
30' (9.14 m)
40' (12.19 m)
50' (15.24 m)
60' (18.29 m)
70' (21.33 m)
80' (24.38 m)
90' (27.43 m)
95' (28.96 m)
98' (29.87 m)
100' (30.48 m)
40.00' (12.19 m)
39.80' (12.13 m)
39.19' (11.95 m)
38.16' (11.63 m)
36.66' (11.17 m)
34.64' (10.56 m)
32.00' (9.75 m)
28.57' (8.71 m)
24.00' (7.32 m)
17.44' (5.32 m)
12.49' (3.81 m)
7.96' (2.43 m)
with Ls/4 Protection
Height
0
Ls/4Estimate Volume
0 0 0
f
0
57.34
127.68
210.25
305.82
414.39
535.19
668.99
815.78
974.81
1331.85
1529.11
1739.36
1962.61
2198.10
2446.58
2708.05
2981.76
3268.47
3568.18
0
1' (0.30 m)
2' (0.61 m)
3' (0.91 m)
4' (1.22 m)
5' (1.52 m)
6' (1.83 m)
7' (2.13 m)
8' (2.44 m)
9' (2.74 m)
10' (3.05 m)
11' (3.35 m)
12' (3.66 m)
13' (3.96 m)
14' (4.27 m)
15' (4.57 m)
16' (4.88 m)
17' (5.18 m)
18' (5.49 m)
19' (5.79 m)
20' (6.10 m)
Coordinates
"X" "Y"
50' (15.24 m)
75' (22.86 m)
100' (30.48 m)
125' (38.10 m)
50.00' (15.24 m)
49.75' (15.16 m)
48.99' (14.93 m)
47.70' (14.54 m)
45.83' (13.97 m)
43.30' (13.20 m)
40.00' (12.19 m)
35.71' (10.88 m)
30.00' (9.14 m)
21.79' (6.64 m)
15.61' (4.76 m)
9.95' (3.03 m)
31.25' (9.53 m)
1146.83
25.0' (7.62 m)
37.5' (11.43 m)
12.5' (3.81 m)
62.5' (19.05 m)
87.5' (26.67 m)
112.5' (34.29 m)
118.75' (36.20 m)
122.5' (37.34 m)
with Ls/4 Protection
Height
0
Ls/4Estimate Volume
0 0 0
f
0
83.34
181.20
295.12
423.56
567.30
726.33
899.88
1746.29
1996.25
2260.79
2540.62
2834.97
3145.38
3470.31
3810.54
4166.06
4536.10
0
1' (0.30 m)
2' (0.61 m)
3' (0.91 m)
4' (1.22 m)
5' (1.52 m)
6' (1.83 m)
7' (2.13 m)
8' (2.44 m)
9' (2.74 m)
10' (3.05 m)
11' (3.35 m)
12' (3.66 m)
13' (3.96 m)
14' (4.27 m)
15' (4.57 m)
16' (4.88 m)
17' (5.18 m)
18' (5.49 m)
19' (5.79 m)
20' (6.10 m)
Coordinates
"X" "Y"
60' (18.29 m)
90' (27.43 m)
120' (36.58 m)
150' (45.72 m)
60.00' (18.29 m)
59.70' (18.20 m)
58.79' (17.92 m)
57.24' (17.45 m)
54.99' (16.76 m)
51.96' (15.84 m)
48.00' (14.63 m)
42.85' (13.06 m)
36.00' (10.97 m)
26.15' (7.97 m)
18.74' (5.71 m)
37.5' (11.43 m)
1512.29
1088.73
1292.86
15' (4.57 m)
30' (9.14 m)
45' (13.72 m)
75' (22.86 m)
105' (32.00 m)
135' (41.15 m)
142.5' (43.43 m)
147' (44.81 m) 11.94' (3.64 m)
on | Spur Dike.
from W.P. #2 to point
Angle and distance
Distance
"Ls" = 150' (45.72 m)
"Ls" = 125' (38.10 m)
"Ls" = 100' (30.48 m)
100.00' (30.48 m)
No Scale
No Scale
Materials and Tests Bureau.
Excavation may be included as directed by the Engineer and/or
Roadway Excavation or Borrow. Removal of Topsoil, Undercutting and/or Muck
14. Unclassified Excavation and/or Fill for this construction will be included in
bridge same except opposite hand.
15. Dikes to be installed on upstream side of bridge only. Dike at other end of
and vegetative cover.
16. Where riprap is not required, surface shall be covered with sprigging/sodding
Payment will be made per Sq. Yd.
12. Required Polymeric Filter Fabric Blanket or 6" (0.15 m) Aggregate Filter Blanket.
(Ls/4 x 2) of the spur dike length (Ls).
one-fourth (1/4) on the back side (Ls/4), and one-half (1/2) on the front side
10. The limits of riprap protection with filter blanket should be approximately
will permit.
6. Keep trees as close to the toe of spur dike embankments as construction
upstream side of approach embankments and near spur dikes.
7. Do not allow the cutting of channels or the digging of borrow pits along the
Engineer so no ponding will occur behind dike.
8. On the back side of the spur dike, the area should be site graded by the
dike may be necessary.
when one of the banks is high and well defined. In these cases, only one spur
9. In some cases, only one approach will cut off the overbank flow. This is common
table and set:
5. At each point thus obtained on | Spur Dike, turn corresponding angle " " from
establish points on | Spur Dike.
the base line through these divisions, measure corresponding "Y" coordinates to
4. Divide the base line into ten equal parts ("X" Coordinates). At right angles to
given in tables for "X" = 0 to established W.P. #2, the zero of the dike base line.
3. Measure back from W.P. #1 parallel to roadway center line the distance "Y"
roadway shoulder where the | Spur Dike intersects shoulder line.
2. a) For dike with berm at shoulder grade, establish W.P. #1 at the point on
Dike which is at the given berm elevation.
the point on the intersection of the roadway side slope and the | Spur
b) For dike with berm at a grade below shoulder line, establish W.P. #1 at
Ls=125' (38.10 m)
R=6' (1.83 m)
Ls=150' (45.72 m)
R=7.5' (2.29 m)
Ls=100' (30.48 m)
R=6' (1.83 m)
Ls=150' (45.72
m)
Ls=125' (3
8.10
m)
| Spur
Dik
e
Ls=10
0' (30.48
m)
(3.35 m)
[45.72 m]
[38.10
m]
[30.48 m]
W.P. #2 (Ls = 15
0')
W.P. #2 (Ls = 12
5')
W.P. #2 (Ls = 10
0')
60.00' (18.29 m)
61.56' (18.76 m)
66.00' (20.12 m)
72.81' (22.19 m)
81.39' (24.81 m)
91.24' (27.81 m)
102.0' (31.09 m)
113.41' (34.57 m)
125.28' (38.19 m)
137.51' (41.91 m)
143.73' (43.81 m)
147.48' (44.95 m)
150.00' (45.72 m)
50.00' (15.24 m)
51.30' (15.64 m)
55.00' (16.76 m)
60.68' (18.50 m)
67.83' (20.67 m)
76.03' (23.17 m)
85.00' (25.91 m)
94.51' (28.81 m)
104.40' (31.82 m)
114.59' (34.93 m)
119.77' (36.51 m)
122.90' (37.46 m)
125.00' (38.10 m)
40.00' (12.19 m)
41.04' (12.51 m)
43.99' (13.41 m)
48.54' (14.79 m)
54.26' (16.54 m)
60.83' (18.54 m)
68.00' (20.73 m)
75.61' (23.05 m)
83.52' (25.46 m)
91.67' (27.94 m)
95.82' (29.21 m)
98.32' (29.97 m)
(4.17 cm/m) 2' (0.6
1 m)
(3.35 m)
4' [1.22 m] (See Note #10)
(3.35 m)
Specifications For Highway Construction.
1. Specifications: Current Alabama Department of Transportation Standard
100 Ft [30.48 m] Dike (Ls = 100' [30.48 m])
R = 6 Ft [1.83 m]
"w" = 12 Ft [3.66 m] (Berm Width)
Cu Yds Cu Meters
125 Ft [38.10 m] Dike (Ls = 125' [38.10 m])
"w" = 12 Ft [3.66 m] (Berm Width)
Cu Yds Cu Meters
150 Ft [45.72 m] Dike (Ls = 150' [45.72 m])
"w" = 15 Ft [4.57 m] (Berm Width)
Cu Yds Cu Meters
"/Ft
Co
ordin
ates "X
" S
ee
Tables (
Max "L
s")
See Note No 13
BRIDGE
R = 7.5 Ft [2.29 m]
R = 6 Ft [1.83 m]
riprap along side fill slope.
of Bridge plans for hydraulic data, riprap class, thickness, and top elevation of
11. Normal Class 2 Riprap - min. thickness = 2 ft (0.61 m). See General Plan and Elevation
PLAN FOR EARTH SPUR DIKE
L.V.S.Chris Smith
May 8, 1992 E.S.D.-1 1121
TENNESSEE
FLORIDA
GulfofMexico
GEOR
GIA
MISSISSIP
PI
DEPARTMENT OF TRAN
SP
ORTA
TION
ALABAMA
DESIGN BUREAU SPECIAL DRAWING
1409 COLISEUM BOULEVARD
MONTGOMERY, AL 36130-3050
OF TRANSPORTATIONALABAMA DEPARTMENT
SPECIAL DRAWING NO INDEX NO
REVISIONS
UNAUTHORIZED USE OF THIS DRAWING MAY BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW.
OF TRANSPORTATION REPRESENTATIVE AUTHORIZED TO APPROVE THIS USE. ANYONE MAKING
ANY ORGANIZATION, WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ALABAMA DEPARTMENT
TRANSPORTATION AND IS NOT TO BE COPIED, REPRODUCED, ALTERED, OR USED BY ANYONE, OR
THIS DRAWING REPRESENTS DESIGNS PREPARED FOR USE BY THE ALABAMA DEPARTMENT OF
CURRENT ALABAMA DEPARTMENT OF TRANSPORTATION
--SPECIFICATIONS--
Bureau Std Engr:
DRAWN BY: DATE DRAWN:
NOT TO SCALE
SHEET
NO
FISCAL
YEARPROJECT NO
REFERENCE
SELECTED UNCLASSIFIED EXCAVATION WITHOUT STONES OR ROOTS
UNCLASSIFIED EXCAVATION OR BORROW
SOIL ZONE
RESIDUAL CLAY
ROC
K
CA
VER
NO
US
BE
DDI
NG PL
ANE
SOL
UTI
ON C
HA
NNEL
GENERAL NOTES
1. CONSTRUCTION SEQUENCE SHALL BE AS REQUIRED IN SECTION 224 OR AS DETERMINED BY THE ENGINEER.
MORTAR FLOWABLE BACKFILL MIXTURE
ROCK & CEMENT
4. UNCLASSIFIED EXCAVATION OR BORROW SHALL BE PLACED AND PAID FOR IN ACCORDANCE WITH SECTION 210.
3. ROCK & CEMENT MORTAR FLOWABLE BACKFILL MIXTURE LIMITS SHALL BE DETERMINED BY THE ENGINEER
LIME SINKS WILL BE PAID FOR UNDER THE ITEM LIME SINK EXCAVATION.
ALL MATERIAL REQUIRED TO BE REMOVED WITHIN THE LIMITS OF THE
2. LIMITS OF THE EXCAVATION SHALL BE DETERMINED BY THE ENGINEER.
SPECIAL LIME SINK TREATMENT
Drawing on 01-15-13 by B.W.M.
Modified Note Nos. 1 through 5 and3.
old Note No. 6 on 06-05-03 by W.W.A.
Deleted Note No. 5; replaced it with2.
Added to CADD on 10-13-001.
L.V.S.
3-31-78 LS-224 1125
TENNESSEE
FLORIDA
GulfofMexico
GEOR
GIA
MISSISSIP
PI
DEPARTMENT OF TRAN
SP
ORTA
TION
ALABAMA
DESIGN BUREAU SPECIAL DRAWING
1409 COLISEUM BOULEVARD
MONTGOMERY, AL 36130-3050
OF TRANSPORTATIONALABAMA DEPARTMENT
SPECIAL DRAWING NO INDEX NO
REVISIONS
UNAUTHORIZED USE OF THIS DRAWING MAY BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW.
OF TRANSPORTATION REPRESENTATIVE AUTHORIZED TO APPROVE THIS USE. ANYONE MAKING
ANY ORGANIZATION, WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ALABAMA DEPARTMENT
TRANSPORTATION AND IS NOT TO BE COPIED, REPRODUCED, ALTERED, OR USED BY ANYONE, OR
THIS DRAWING REPRESENTS DESIGNS PREPARED FOR USE BY THE ALABAMA DEPARTMENT OF
CURRENT ALABAMA DEPARTMENT OF TRANSPORTATION
--SPECIFICATIONS--
Bureau Std Engr:
DRAWN BY: DATE DRAWN:
NOT TO SCALE
SHEET
NO
FISCAL
YEARPROJECT NO
REFERENCE
A
A
NO SCALE
FACE OF ROCK
RE-BAR HEX NUT
OR
EQ
UA
L)
RE
SI
N
ROCK
FACE OF ROCK
CONCRETE BLANKET
RE-BAR HEX NUT
NO SCALE
OR
EQ
UA
L)
PI
GT
AI
L
CE
NT
ERI
NG
RI
NG
ROCK
GROUT TUBE
RE-BAR HEX NUT
FACE OF ROCK
KE
Y
HO
LE
ST
EE
L
BE
ARI
NG
SE
AL
PR
E-
ST
RE
SS
ED
HO
LL
OW
GR
OU
TA
BL
E
"R
E-
BA
R"
OR
EQ
UA
L
EX
PA
NSI
ON
AN
CH
OR
GROUT TUBE
ROCK
GROUT RETURN
NO SCALE
EDGE OF WIRE MESH
WIRE MESH
ANCHOR BOLT ASSEMBLIES
TOE OF CUT
TOP OF CUT
SECTION "AA"
SECTION "AA"
SECTION "AA"
5'-6"
MI
N.
BE
ARI
NG
PL
AT
E (
A588
OR
A242)
WA
SH
ER (
A588
OR
A242)
(A563 GRADE C3 OR DH3)
MIN.
(A563 GRADE C3 OR DH3)
PL
AT
E (
A588
OR
A242)
WA
SH
ER (
A588
OR
A242)
BE
ARI
NG
PL
AT
E (
A588
OR
A242)
PL
AT
E
WA
SH
ER (
A588
OR
A242)
MIN.
(A563 GRADE C3 OR DH3)
WILLIAMS HOLLOW CORE SYSTEM
TWO TUBE SYSTEM
(4" x 4" W2.9)
1"
3" 0 WEEP HOLE
3"
MIN.
1" 1"
" x 6" x 6"
ST
EE
L
PL
AT
E
" x 6" x 6"
ST
EE
L
" x 6" x 6"
ST
EE
L
1" o
DE
FO
RM
ED
RE
BA
R
1" o
RO
D -
WI
LLI
AM
S
3"
1"1"
WIRE MESH (4" x 4" x W2.9)
" x 6" x 6"
ST
EE
L
" x 6" x 6"
ST
EE
L
PL
AT
E
3"
1" 1"
WIRE MESH (4" x 4" x W2.9)
1" o
DE
FO
RM
ED
RE
BA
R
AN
CH
OR
RO
D (
A615
GR
AD
E 60
AN
CH
OR
RO
D (
A615
GR
AD
E 60
WIRE MESH (4" x 4" x W2.9)
FACE OF PNEUMATIC
GROUT RETURN VENT OR TUBE
FIRST LAYER PNEUMATIC
CONCRETE BLANKET
PNEUMATIC CONCRETE
FACE OF PNEUMATIC
CONCRETE BLANKET
EDGE OF PNEUMATIC CONCRETE
FIRST LAYER PNEUMATIC
CONCRETE BLANKET
PNEUMATIC CONCRETE
FACE OF PNEUMATIC
CONCRETE BLANKET
PNEUMATIC CONCRETE
FIRST LAYER PNEUMATIC
CONCRETE BLANKET
ALL REFERENCES TO PNEUMATIC CONCRETE BLANKET ALSO WILL APPLY TO SHOTCRETE
CONCRETE MIX (SECTION 571) IF CALLED FOR IN THE PLANS AND SPECIFICATIONS
AS PER THE BUREAU OF MATERIALS AND TESTS RECOMMENDATION.
* NOTE:
*
*
*
*
*
*
*
*
*
*
DETAILS OF PNUEMATIC BLANKET
NOTE: 3" o WEEP HOLES SPACED AS DIRECTED BY THE ENGINEER
(TO BE USED AT LOCATIONS AS DIRECTED BY THE ENGINEER)
*
ALTERNATE NO 1
GROUT SYSTEM
RESIN OR PRE-MEASURED
ALTERNATE NO 3
12' MIN
12' MIN
ALTERNATE NO 2
10' MIN
5'-6" MAX
BOLT ASSEMBLIES
INSTALLATION OF ANCHOR
AND ALTERNATES FOR
PNEUMATIC CONCRETE BLANKET
08-04-06 W.W.A.
use of SHOTCRETE Concrete Mix
Adjusted note to reference the2.
by J.F.T.
Added to CADD on 10-13-001.
L.V.S.
12-16-87 PCB-217 1129
TENNESSEE
FLORIDA
GulfofMexico
GEOR
GIA
MISSISSIP
PI
DEPARTMENT OF TRAN
SP
ORTA
TION
ALABAMA
DESIGN BUREAU SPECIAL DRAWING
1409 COLISEUM BOULEVARD
MONTGOMERY, AL 36130-3050
OF TRANSPORTATIONALABAMA DEPARTMENT
SPECIAL DRAWING NO INDEX NO
REVISIONS
UNAUTHORIZED USE OF THIS DRAWING MAY BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW.
OF TRANSPORTATION REPRESENTATIVE AUTHORIZED TO APPROVE THIS USE. ANYONE MAKING
ANY ORGANIZATION, WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ALABAMA DEPARTMENT
TRANSPORTATION AND IS NOT TO BE COPIED, REPRODUCED, ALTERED, OR USED BY ANYONE, OR
THIS DRAWING REPRESENTS DESIGNS PREPARED FOR USE BY THE ALABAMA DEPARTMENT OF
CURRENT ALABAMA DEPARTMENT OF TRANSPORTATION
--SPECIFICATIONS--
Bureau Std Engr:
DRAWN BY: DATE DRAWN:
NOT TO SCALE
SHEET
NO
FISCAL
YEARPROJECT NO
REFERENCE
BE INCLUDED IN THE PROJECT PLANS FOR CONTROL
ROADWAY PERSPECTIVE
METHOD OF HANDLING AND PLANTING WILLOW CUTTINGS
IN GROUND BY HAND. IF SOIL IS HARD A DIBBLE OR PLANTING BAR SHALL BE USED AS SHOWN ABOVE.
SPOT PLANTING
1. PLANTINGS SHALL BE ADJUSTED ON SITE TO AVOID CONFLICT WITH ROCK OUTCROPPINGS
AND OTHER OBSTRUCTIONS. THE INSPECTING ENGINEER WILL DIRECT PLACEMENT OF
ALL PLANTINGS.
STAKES FOR IDENTIFYING LOCATIONS OF SEEDLINGS AND
THE AREA PERIMETER OF SEEDLINGS AND SMALL PLANT BEDS SHALL BE DELINEATED BY THE
PLANT GROUP TO ALERT EQUIPMENT OPERATORS OF THEIR LOCATIONS. COST OF THE
SUCH AS CEDAR, WILL REQUIRE TIEING
ABOVE LOWEST BRANCHES
WHEN DIRECTED.
SHALL BE PRUNED AS
DIRECTED FOLLOWING
MODERN HORTICULTURAL
PRACTICES
LOWEST MAIN
BRANCHES
NAIL STAPLE
FOR STAKES SEE CHART
UPPER RIGHT
TREE TRUNK WRAPPED
GRADE
MU
LC
H
SINGLE SLANT STAKE
FOR B & B TREES AND LOW
FOR STAKE SIZES
EARTH
BALL
HOSE
BACKFILL MIX
BELOW TREE PIT
BALLED AND BURLAPPED AND
BARE ROOT TREES
METHOD OF PLANTING
BALLED AND BURLAPPED (B & B)
SHRUBS
METHOD OF PLANTING
METHOD OF HANDLING AND PLANTING PINE SEEDLINGS
GRADE
MULCH
BERM
BACKFILL MIX
HEELING IN
1. DIG V-SHAPED TRENCH
PLACE.
IN SOIL AND FIRM
WITH FEET.
IN BUCKET OF MOIST
SAWDUST COVERING
ROOTS.OUT.
CORRECT AND INCORRECT DEPTHS
CORRECT
SAME DEPTH
AS NURSERY
INCORRECT
TOO DEEP
ROOTS BENT
INCORRECT
TOO SHALLOW
ROOTS
EXPLOSED
DIBBLE PLANTING
DIBBLE OR
PLANTING BAR
1. INSERT DIBBLE
AT ANGLE AND
2. REMOVE DIBBLE
AND PLACE SEED-
TREE HEIGHT
LINER SIZE
TREE DIAMETER STAKE HEIGHT
ABOVE GROUND
"
"
"
STAKE SIZENO STAKES
PER TREE
MIN DEPTH
DRIVEN
1
1
1
2
4
24"
24"
24"
36"
REMARKS
TREE STAKE (SIZE) CHART
18"
VA
RI
AB
LE
VA
RI
AB
LE
BE
BM
VARIABLE
18"
18" VARIABLE
MIN
DETAIL OF PLANT PITS
FOR SPOT PLANTING
LOAMY PLANT TOP SOIL
DEPRESSION TO RETAIN
RAINWATER
ONE ROW AT
TOE OF SLOPE
WASTE MATERIAL
TAKEN FROM PITS
BACKSLOPE
12"
12"
VARI
ABLE
VARI
ABLE
4. 5. 6.PUSH DIBBLE
FORWARD FIRMING
SOIL AT TOP OF
ROOTS
INSERT DIBBLE
HOLE
PUSH FORWARD
THEN PULL BACKWARD
FILLING HOLE.
FILL IN LAST HOLE
WITH HEEL.
FIRM SOIL
PULL HANDLE TOWARD
PLANTER FIRMING
SOIL AT BOTTOM OF
ROOTS.
7. 8.
HANDLE
AND PULL
2. PLACE SEEDLINGS
ALONG3. FILL AND
PACK ROOTS
4. FINISH FILLING IN SOIL
AND FIRM WITH HEEL5. FIRM AROUND SEEDLINGS
WITH FEET
AS DIRECTED BY ENGINEER
TO OUTLINE BED AREA
STAKE SIZES ARE NOMINAL
FOR ALL TREE STAKES.
BURLAP OR TREE WRAPPING
PAPPER, ALL SUBJECT TO
APPROVAL OF THE ENGINEER
STAKING AND WRAPPING
IMMEDIATELY FOLLOWS
PRUNING.
STAKES AND THEIR PLACEMENT SHALL BE INCLUDED IN THE CONTRACTORS UNIT PRICE
BID FOR SEEDLINGS OR SMALL PLANTS.
LOAMY TOPSOIL FOR BACKFILLING PLANT PITS
(PREPARED PLANT TOPSOIL)
GENERAL NOTES
3. INSERT DIBBLE
FROM SEEDLING
HANDLING SEEDLINGS IN FIELD
CERTAIN TREES WITH LOW BRANCHES,
CORRECTINCORRECT
WITH FEET.
50MM FROM LAST
IN MOIST SANDY
VA
RI
AB
LE
18" TO 30"18" 1" x 2"
2" x 2"
3" x 3"
2/3 HT OF TREE
A - FOUR PARTS LOAMY TOP SOIL - AS PROVIDED BY SPECIFICATIONS.
TREE WRAPPING - DOWWAX OR
BRACING
SEE CHART UPPER RT
BARE ROOT (B.R.)
OTHER SMALL PLANT GROUPS
2. BREAK BUNDLES,
3. FILL IN LOOSE SOIL 4. COMPLETE FILLING
AND WATER WELL.
SPREAD EVENLY.
INHAND - ROOTS DRY
PUSH FORWARD
50MM
TOWARD PLANTER
9.
1. INSERT-LIFT
MATTOCK PLANTING
NOTE: THE INTENTION OF THIS SKETCH IS TO
OF PLANTING LAYOUTS AND CONSTRUCTION. IN ALL
CASES NATURAL OR PLANTED TREES SHALL BE A
THE ENGINEER (AREAS FOR PLACEMENT OF PLANTS ARE SHOWN ON THE PLANS.)
THE EXCAVATION AND BACKFILL SHALL BE INCREASED AS DIRECTED BY
WITH LOAMY TOPSOIL. WHEN VERY POOR OR ROCKY SOIL IS ENCOUNTERED,
AS DIRECTED BY THE ENGINEER. THE HOLES SHALL BE BACKFILLED
SHOW GENERAL DESIGN REQUIREMENTS ONLY. SPECIFIC
DESIGN REQUIREMENTS FOR EACH PROJECT WILL
PATTERN ALONG THE SLOPE SHOWN ON THE PLANS AND/OR
LING PROPER DEPTH.
-
BY STAM PING
WILLOW CUTTINGS SHALL BE FROM 12" TO 18" IN LENGTH AND IF SOIL IS SUFFICIENTLY SOFT MAY BE FORCED
SURFACE OF THE SLOPE. PLANTINGS SHALL BE MULCHED WITH ONE TO TWO INCHES OF MATERIAL.
NOT MORE THAN THREE INCHES OF THE WILLOW CUTTING SHALL BE ALLOWED TO REMAIN ABOVE THE
6" 6"
DEEP AND 12" IN DIAMETER SPACED IN AN IRREGULAR
VINES, ROSES AND GROUND COVER SHALL BE PLANTED IN HOLES 12"
3' TO 8'
8' TO 10'
10' TO 14'
TO 2"
TO 2"
2" TO 3"
4" TO 5"
5" AND LARGER
6"
1" x 1"
1" x 1"
USE OF 1" X 2" X 18" WOODEN ENGINEERING STAKES PLACED 6" OR MORE FROM
PLANT STEMS, AND DRIVEN APPROXIMATELY 6" INTO THE GROUND. A SUFFICIENT
10" - 18"
4"
+
"," OR
" HOSE
4"","
OR "
6" 6"
6" SOIL LOOSENED
MINIMUM DISTANCE OF 35' FROM EDGE OF PVMT.
B - ONE PART PEAT OR HULLS, SAWDUST, OR DECOMPOSED STABLE MANURE.
C - TO EACH CUBIC METER THEREOF SHALL BE ADDED BY MIXING 8 LBS OF 8-8-8
APPROXIMATELY 2" OF COMPRESSED MULCH
COMMERCIAL FERTILIZER AND 5 LBS OF AGRICULTURAL LIMESTONE.
18"
MI
N
MIN
3'-0" MIN
MIN
AND OTHER TREES 3 FT TO 10 FT HIGH
HEADED TREES OF 2" DIA OR LESS
18"
MI
N10'
MA
X
MI
N
MIN
CO
MP
RE
SS
ED
AP
PR
OXI
MA
TE
LY 4"
OF
APP 4" OF COMPRESSED
3'-0" MIN 3'-0" MIN
MI
N
3'-0" MINV
AR
GUYED AS DIRECTED IN SPEC AND BY ENGINEER
NUMBER OF STAKES (AS DIRECTED BY THE ENGINEER) SHALL BE PLACED AT EACH BED OR
PLANTING AND STAKING
DETAILS FOR
by J.F.T.
Added to CADD on 10-13-001.
L.V.S.
10-31-74 RP-660 1133
TENNESSEE
FLORIDA
GulfofMexico
GEOR
GIA
MISSISSIP
PI
DEPARTMENT OF TRAN
SP
ORTA
TION
ALABAMA
DESIGN BUREAU SPECIAL DRAWING
1409 COLISEUM BOULEVARD
MONTGOMERY, AL 36130-3050
OF TRANSPORTATIONALABAMA DEPARTMENT
SPECIAL DRAWING NO INDEX NO
REVISIONS
UNAUTHORIZED USE OF THIS DRAWING MAY BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW.
OF TRANSPORTATION REPRESENTATIVE AUTHORIZED TO APPROVE THIS USE. ANYONE MAKING
ANY ORGANIZATION, WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ALABAMA DEPARTMENT
TRANSPORTATION AND IS NOT TO BE COPIED, REPRODUCED, ALTERED, OR USED BY ANYONE, OR
THIS DRAWING REPRESENTS DESIGNS PREPARED FOR USE BY THE ALABAMA DEPARTMENT OF
CURRENT ALABAMA DEPARTMENT OF TRANSPORTATION
--SPECIFICATIONS--
Bureau Std Engr:
DRAWN BY: DATE DRAWN:
NOT TO SCALE
SHEET
NO
FISCAL
YEARPROJECT NO
REFERENCE
BRIDGE ADUTMENT
(SOLID CAP)
REQUIRED FILTER BLANKET
SEE NOTE NO. 3
BERM
BL
AN
KE
T
US
ED)
BL
AN
KE
T
US
ED)
REQUIRED LOOSE RIPRAP
SEE NOTE NO. 2
*
NATURAL GROUND LINE
QUANTITY FOR FILTER BLANKET
PAYMENT TO BE MEASURED
ALONG THIS LINE
BOTTOM OF RIPRAP
SECTION A-A
REQUIRED FILTER BLANKET
SEE NOTE NO. 3
(PA TYPE - NO BACKWALL)
BRIDGE ABUTMENT
BERM
SEE NOTE NO. 2
REQUIRED LOOSE RIPRAP,
ALONG THIS LINE
PAYMENT TO BE MEASURED
QUANTITY FOR FILTER BLANKET
NATURAL GROUND LINE
*
BOTTOM OF RIPRAP
SECTION A-A
* NOTE:
FOR APRON LENGTHS AT BEGIN AND END OF BRIDGE.
ENCASEMENT BELOW CAP)
BRIDGE ABUTMENT (W/PILE
REQUIRED FILTER BLANKET
SEE NOTE NO. 3
SECTION A-A
BL
AN
KE
T
US
ED)
BERM
BL
AN
KE
T
US
ED)
SEE NOTE NO. 2
REQUIRED LOOSE RIPRAP
*
NATURAL GROUND LINE
ALONG THIS LINE
PAYMENT TO BE MEASURED
QUANTITY FOR FILTER BLANKET
BOTTOM OF RIPRAP
*
REQUIRED LOOSE RIPRAP,
SEE NOTE NO. 2
NATURAL GROUND LINE
BOTTOM OF RIPRAP
QUANTITY FOR FILTER BLANKET
PAYMENT TO BE MEASURED
ALONG THIS LINE
REQUIRED FILTER BLANKET
SEE NOTE NO. 3
SECTION B-B
NOTE: TWO (2) LANE CONDITION SHOWN. CONSTRUCT A FOUR (4)
SECTION A-A WITH THE TOP OF RIPRAP BEING THE SAME AS
FOR THE SIDE FILL SLOPES. THE PLACEMENT OF RIPRAP UNDER
THE DUAL BRIDGES AND AROUND THE ABUTMENT WINGS ADJACENT
1.
SEE GENERAL PLAN AND ELEVATION OF BRIDGE PLANS2.
ELEVATION OF RIPRAP ALONG SIDE FILL SLOPES, FILL
SLOPES IN FRONT OF ABUTMENT AND APRON LENGTH.
3.
SECTION A-A SHOWS DIFFERENT POSSIBLE ABUTMENT4.
ABUTMENT SECTION THAT IS IN THE CONTRACT PLANS.
NORMAL EDGE OF SHOULDER
NORMAL EDGE OF PAVEMENT
NORMAL EDGE OF PAVEMENT
NORMAL EDGE OF SHOULDER
C OF ROADWAY
BRIDGE ABUTMENT
TOE OF FILL
& NATURAL GROUND LINE
SEE GENERAL ELEVATION SHEET
OF BRIDGE PLANS
RIPRAP APRON
RIPR
AP
A
A
B
B
L
LANE CONDITION SIMILAR EXCEPT RIPRAP BETWEEN THE DUAL
BRIDGES SHALL BE PLACED ON THE FRONT FILL SLOPE TO MATCH
TO THE MEDIAN SHALL BE FULL HEIGHT AS SHOWN FOR A TWO (2)
LANE CONDITION.
FOR HYDRAULIC DATA, RIPRAP CLASS, THICKNESS, TOP
SECTIONS. RIPRAP SHALL BE PLACED TO FIT THE
DETAIL OF RIPRAP @ BRIDGE ENDS
NOTES
1'-0" (I
F
FA
BRI
C
1'-0" (I
F
FA
BRI
C
SPECIFICATIONS FOR HIGHWAY CONSTRUCTION.
SPECIFICATIONS: CURRENT ALABAMA STANDARD
2'-0"
4'-0"
3'-0"
6" (I
F
AG
GR
EG
AT
ESLOPE TO DRAIN 1" PER FT.
OR 6" AGGREGATE FILTER BLANKET. PAYMENT
20'-0"(MIN)
SLOPE TO DRAIN 1" PER FT.
3'-0" 1'-0"
4'-0"
2'-0"
SLOPE TO DRAIN 1" PER FT.
2'-0"
6" (I
F
AG
GR
EG
AT
E
4'-0"
3'-0"
4'-0"
2'-0"
SEE BGN-1 NOTE NO. 12 ON THE GENERAL PLAN AND ELEVATION SHEET OF BRIDGE PLANS
REQUIRED GEOTEXTILE FILTER FABRIC BLANKET
WILL BE MADE PER SQUARE YARD.
TO BE USED AT BRIDGE ENDS
DETAIL OF RIPRAP
on 08-10-09 by W.W.A.
Updated to Geotextile Filter Fabric1.
9/16/93 RR-610 1137
TENNESSEE
FLORIDA
GulfofMexico
GEOR
GIA
MISSISSIP
PI
DEPARTMENT OF TRAN
SP
ORTA
TION
ALABAMA
DESIGN BUREAU SPECIAL DRAWING
1409 COLISEUM BOULEVARD
MONTGOMERY, AL 36130-3050
OF TRANSPORTATIONALABAMA DEPARTMENT
SPECIAL DRAWING NO INDEX NO
REVISIONS
UNAUTHORIZED USE OF THIS DRAWING MAY BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW.
OF TRANSPORTATION REPRESENTATIVE AUTHORIZED TO APPROVE THIS USE. ANYONE MAKING
ANY ORGANIZATION, WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ALABAMA DEPARTMENT
TRANSPORTATION AND IS NOT TO BE COPIED, REPRODUCED, ALTERED, OR USED BY ANYONE, OR
THIS DRAWING REPRESENTS DESIGNS PREPARED FOR USE BY THE ALABAMA DEPARTMENT OF
CURRENT ALABAMA DEPARTMENT OF TRANSPORTATION
--SPECIFICATIONS--
Bureau Std Engr:
DRAWN BY: DATE DRAWN:
NOT TO SCALE
SHEET
NO
FISCAL
YEARPROJECT NO
REFERENCE
16" 16"
CONCRETE SLOPE DRAINGROUND
NORMAL
TOE WALL
LIMI
TS O
F SL
OPE
DRAI
N
INLET
VARIES
SOLID SOD
SOLID SOD
SOLI
D SO
D
GROUND LINE
TOE WALL
SOLID SOD
NORMAL ROADWAY DITCH
FRONT SLOPE
4'-0"
"C"
"A"
SOLID SOD
PAVED SURFACE OF BERM DITCH
SLOPE
BACK SLOPE OF DITCH
SL
OP
E
DR
AI
N
"B"
SLOPE
SLOPE SLOPE
SL
OP
E
VARIES
INLET
"B"
"C"
"A"
"A"
"A"
5'-0"
C L
SOLID SOD
BERM DITCH WHEN USED
LIMITS OF SURFACE OR
GROUND
NATURALSOD
SOLID
SOD
SOLID
SO
LI
D
SO
D
DR
AI
N
DO
ES
NO
T
EM
PT
Y I
NT
O I
NL
ET.
NO
TE:
US
E
NO
RM
AL
SE
CTI
ON "
A-
A"
WH
EN
SLOPE
LINE OF BACK
CUT BACK SLOPE
SLOPE SAME AS
4'-0"
R
NOTE TO DESIGN ENGINEER:
C DRAINL
HE SHOULD TAKE APPROPRIATE ACTION.
THE SECTION NEEDS TO BE INCREASED OR DECREASED IN AREA,
SECTION "A-A". AND IN CASES WHERE BASED ON HIS JUDGEMENT
NOTE: THE PROJECT ENGINEER SHOULD GIVE SPECIAL ATTENTION TO
2'-0"
R
2'-0"
R
SECTION "C-C"
OR
DE
R
TO
FI
T I
NL
ET
S
AN
D
OT
HE
R
CO
NDI
TI
ON
S.
NO
TE:
THI
S 5'-0"
SE
CTI
ON
MA
Y
VA
RY I
N
1'-0" R
PLAN VIEW
NOT EMPTY INTO INLET
TOE TO BE USED WHEN DRAIN DOES
SECTION "B-B"
SECTION "A-A"
OF FLUMES AND SIDE DITCHES
CROSS SECTION OF TOE WALL AT ENDS
TO BE USED WHEN DRAIN EMPTIES INTO DROP INLET
ESTABLISH THIS DIMENSION IN THE FIELD.
TO BE DRAINED. PROJECT ENGINEER SHALL
NOTE: THIS DISTANCE VARIES ACCORDING TO AREA
1'-0" 1'-0"
OV
ER
AL
L
SL
OP
E 1"
1'-0"1'-0"
4"
4"
6"
1'-0"
4"
SLOPE DRAIN
6" AT ENTRANCE TO
SURFACE DITCH DEPRESSED
16" SOLID SOD
4"4"
8"
4"
DEPTH OF 8" DRAIN IS SUFFICIENT TO CONTAIN SUPERCRITICAL FLOW.
THE DEPTH OF THE DRAIN SHALL ALSO BE CHECKED TO ASCERTAIN IF
SLOPE OF AREA, AS WELL AS SLOPE OF THE PROPOSED DRAIN ITSELF.
TO AREA, TYPE OF SURFACE, MATERIAL OF EACH AREA TO BE DRAINED,
BOTTOM WIDTH OF DRAINS AS REQUIRED AT EACH LOCATION, ACCORDING
THE DESIGN ENGINEER WHEN SETTING UP SLOPE DRAINS SHALL COMPUTE
6"
6"
4"
1'-0"
1'-0"
3'-0
" SLOP
E DR
AIN
4" C
ONCR
ETE
4"
3'-0
"
1'-0" R
(SEE NOTE)
SECTION NO 2
THROUGH THIS CURVE SECTION.
RECOMMENDED IN THESE AREAS TO CONTAIN THE RUN OFF
WHERE A SHARP TURN IS NECESSARY. ADDITIONAL HEIGHT IS
SECTION NO 1 AND TO SECTION NO 2 IN PAVED DITCH FLUMES
NOTE: THE PROJECT ENGINEER SHOULD GIVE SPECIAL ATTENTION TO
MIN
1'-0"
VARIES
(SEE NOTE)
SECTION NO 1
1" PER FT
SLOPE
NOT GREATER THAN 20 FEET CENTER TO CENTER
LUGS WILL BE REQUIRED, SPACED AT DISTANCES
ON SLOPES STEEPER THAN 6:1, INTERMEDIATE
NOTE:
"SLOPE PAVING" (PER CU YD)
NOTE: CONCRETE SLOPE DRAINS WILL BE PAID FOR UNDER
2'-0" MIN
MIN
9"
MI
N
8"
MI
N
1'-0"
MIN
1'-0"
VARIES
CONCRETE SLOPE DRAIN
by J.F.T.
Added to CADD on 10-16-001.
L.V.S.
8-11-81 SD-614 1141
TENNESSEE
FLORIDA
GulfofMexico
GEOR
GIA
MISSISSIP
PI
DEPARTMENT OF TRAN
SP
ORTA
TION
ALABAMA
DESIGN BUREAU SPECIAL DRAWING
1409 COLISEUM BOULEVARD
MONTGOMERY, AL 36130-3050
OF TRANSPORTATIONALABAMA DEPARTMENT
SPECIAL DRAWING NO INDEX NO
REVISIONS
UNAUTHORIZED USE OF THIS DRAWING MAY BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW.
OF TRANSPORTATION REPRESENTATIVE AUTHORIZED TO APPROVE THIS USE. ANYONE MAKING
ANY ORGANIZATION, WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ALABAMA DEPARTMENT
TRANSPORTATION AND IS NOT TO BE COPIED, REPRODUCED, ALTERED, OR USED BY ANYONE, OR
THIS DRAWING REPRESENTS DESIGNS PREPARED FOR USE BY THE ALABAMA DEPARTMENT OF
CURRENT ALABAMA DEPARTMENT OF TRANSPORTATION
--SPECIFICATIONS--
Bureau Std Engr:
DRAWN BY: DATE DRAWN:
NOT TO SCALE
SHEET
NO
FISCAL
YEARPROJECT NO
REFERENCE
WASTE FROM DITCH SECTION
NOT EXCAVATE DITCH BUT
CONSTRUCT DIKE FROM MATERIAL
TAKEN FROM OTHER SOURCES.)
SURFACE DITCHES OVER CUT
LAY OUT SURFACE DITCHES OR DIKES ON GRADE
CONTOURS FOLLOWING PRINCIPLE OF FARM TERRACES
AS FAR AS PRACTICAL.
USE A LEVEL IN STAKING OUT ALL SURFACE DITCHES.
WHERE PERMISSION CAN BE SECURED FROM ADJACENT
PROPERTY OWNERS, RUN SURFACE DITCHES BACK OFF
RIGHT-OF-WAY ON GRADE CONTOUR INTO INTERCEPTING
DRAINAGE.
DITCH AND WASTE BANK TO BE COVERED WITH EROSION
CONTROL NETTING AND GRASSED OR JUST GRASSED AS
DIRECTED.
MIN
ROADWAY
TERRACE BANK
SOD
TERRACE BANK
TERRACE GRADE
SLOPE TO CONFORM
WITH CUT BACKSLOPE "A"
"A"
SOD
TERRACE OUTLET
CHANNEL GRADE
FRONT ELEVATION
FLOW
DITCH GRADE
BA
NK
S
WA
TE
RW
AY
CH
AN
NE
L
SO
D
"B" "B"
"A"
"A"
TERRACE BANK
PLANSECTION "A-A"
SOD TO BE PLACED ON LEVEL CONTOUR
FLUSH WITH FINISHED CROSS SECTION
OF CHANNEL.
D = DEPTH OF FLOW VARIES
SLOPE TO FIT LOCAL CONDITIONS
"A"
"A"
PLAN
LEVELFLOW SLOPE
SOD
FLOW W
VA
RI
ES
FERTILIZER SHALL BE APPLIED IN ACCORDANCE WITH
SPECIFICATIONS OR SPECIAL PROVISIONS ACCOMPANYING
PROPOSAL AND PLAN ASSEMBLY FOR EACH INDIVIDUAL
PROJECT.
SECTION "B-B"
SHOWN ON SECTION "A-A". SOD BLOCKS TO BE
SECURELY TAMPED AND PEGGED IN MAXIMUM
SOLID SOD TERRACE OUTLET
W
(VARIES)
SECTIONAL ELEVATION
SOD FLUME
NOTE: ON SLOPES OF APPROXIMATELY 2:1 OR STEEPER, EROSION CONTROL
NETTING MAY BE USED IF DIRECTED BY THE ENGINEER TO ANCHOR THE SOD.
WHEN SO DIRECTED, NETTING USED AS DIRECTED SHALL BE PAID FOR AS
SPECIFIED.
SLOPE
THICK
(ON EASILY ERODED SOIL DO
(MIN)
3'-0"
D (
VA
RI
ES)
PLANS OR AS DIRECTED
DEPTH ACCORDING TO
SECTION "AA"
CROSS SECTION
FLUSH WITH FINISHED
SOLID SOD TO BE PLACED
BY STABILIZED GROUND BELOW
THESE POSITIONS TO BE PROTECTED
CL
TERRACE CHANNEL FLOW 3'-0"
FOR ALL TERRACES: PLACE 16" STRIPS AS
VERTICAL INTERVALS OF 2'-0".
10" (
VA
RI
ES)
2"
12" TO 18"
3'
3'3'
NOT LESS THAN 6' WHERE PRACTICAL
SOLID SOD 2" THICK
D + 12"
6' ROUNDED
MIN
2 x
W
AP
PR
OXI
MA
TE
LY
D + 18" MIN
AND SOD FLUMES
SOD TERRACE OUTLETS
by J.F.T.
Added to CADD on 10-16-001.
L.V.S.
8-10-81 SS-654 1145
TENNESSEE
FLORIDA
GulfofMexico
GEOR
GIA
MISSISSIP
PI
DEPARTMENT OF TRAN
SP
ORTA
TION
ALABAMA
DESIGN BUREAU SPECIAL DRAWING
1409 COLISEUM BOULEVARD
MONTGOMERY, AL 36130-3050
OF TRANSPORTATIONALABAMA DEPARTMENT
SPECIAL DRAWING NO INDEX NO
REVISIONS
UNAUTHORIZED USE OF THIS DRAWING MAY BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW.
OF TRANSPORTATION REPRESENTATIVE AUTHORIZED TO APPROVE THIS USE. ANYONE MAKING
ANY ORGANIZATION, WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ALABAMA DEPARTMENT
TRANSPORTATION AND IS NOT TO BE COPIED, REPRODUCED, ALTERED, OR USED BY ANYONE, OR
THIS DRAWING REPRESENTS DESIGNS PREPARED FOR USE BY THE ALABAMA DEPARTMENT OF
CURRENT ALABAMA DEPARTMENT OF TRANSPORTATION
--SPECIFICATIONS--
Bureau Std Engr:
DRAWN BY: DATE DRAWN:
NOT TO SCALE
SHEET
NO
FISCAL
YEARPROJECT NO
REFERENCE
TREES THAT OCCUR IN CUTS SUCH AS SHOWN
BY THIS SKETCH SHALL BE PRESERVED ONLY
UPON THE APPROVAL OF THE STATE LANDSCAPE
ARCHITECT.
WELLS ARE TO BE CONSTRUCTED AS SHOWN, AUGMENTED BY
SPECIFICATIONS FOR TREE WELLS AND TREE ROOT PROTECTION
MATERIAL.
THE TOP OF THE TREE ROOT PROTECTION MATERIAL). REMAINING
PORTION OF WELLS AND WALLS SHALL BE CONSTRUCTED OF DRY
UNCOURSED RUBBLE MASONRY.
RUBBLE MASONRY WALL IS TO BE PLACED AS SHOWN, AUGMENTED
BY SPECIFICATIONS FOR TREE WELLS AND TREE ROOT PROTECTION.
WALLS ARE TO EXTEND FAR ENOUGH FROM CENTER OF TREE TO
AMPLY COVER THE ROOTS.
WELLS TO BE CIRCULAR, AND EQUAL
IN HEIGHT TO FILL AROUND TREE.
TOE OF FILL
ORIGINAL GROUND
TOPSOIL & EARTH
VARIABLE DEPTH
FINISHED SLOPE
ORIGINAL GROUND
TREE ROOT PROTECTION
ELEVATION
ELEVATION
PLAN
PLAN
TO DRAIN BEYOND TOE
OF FILL
FINISHED SLOPE
STEPS ON LOW SIDE
EARTH FILL
TREE ROOT PROTECTION
ORIGINAL GROUND
ELEVATION
CEMENT UNCOURSED
RUBBLE MASONRY
STEPS
FEEDING ROOT AREA VARIABLE
FEEDING ROOT AREA VARIABLE
VA
RI
AB
LE
OF WELL
15"
15"15"
PART OF THE FEEDING ROOT AREA OR PERIPHERY OF THE TREE,
OF CEMENT UNCOURSED RUBBLE MASONRY (EXCEPT THAT IN NO
CASE SHALL CEMENT UNCOURSED RUBBLE MASONRY BE USED BELOW
PLAN
VARIABLE
FEEDING ROOT AREA
AVERAGE HT
GENERAL NOTE
NOTE: WHERE THE TOP OF SLOPE IN CUT IS WITHIN 6' OR LESS OF TREE,
NOTE:
ROOT PROTECTION
MATERIAL FOR TREE
NOTE
TREE PROTECTION IN CUT
RUBBLE MASONRY WALL FOR
TREE PROTECTION IN FILL
RUBBLE MASONRY WELL FOR
6:1 SLOPE
6:1 SLOPE
WHERE FILL AROUND TREE IS 12" OR MORE IN DEPTH OVER ANY
THE TOP 12" OF ALL TREE WELLS AND WALLS SHALL BE CONSTRUCTED
6" PIPE UNDERDRAIN
3'-0"
OF W
ELL
AVER
AGE
HT
3'-0
" PL
US
7" RISE &
12" TREAD
3'-0" PLUS 8"
MATERIAL 3" - 12" DEEP
6" PIPE UNDERDRAIN
TOED INTO GROUND 2"
MATERIAL 3" - 12" DEEP.
PROTECTION.
WELLS AND TREE ROOT
SPECIFICATIONS FOR TREE
AS SHOWN, AUGMENTED BY
MATERIAL IS TO BE PLACED
TREE ROOT PROTECTION
GREATER THAN 4",
LESS THAN 12" AND
WHERE FILL AROUND TREE IS
" - 5" AGGREGATE
REQD CEMENT UNCOURSED RUBBLE
4" - 5" MIN TOP SOIL
3'-0"
MI
N
3'-0" MIN
MASONRY TREE WELL
STANDARD FOR RUBBLE
by J.F.T.
Added to CADD on 10-16-001.
L.V.S.
10-31-74 TP-663 1149
TENNESSEE
FLORIDA
GulfofMexico
GEOR
GIA
MISSISSIP
PI
DEPARTMENT OF TRAN
SP
ORTA
TION
ALABAMA
DESIGN BUREAU SPECIAL DRAWING
1409 COLISEUM BOULEVARD
MONTGOMERY, AL 36130-3050
OF TRANSPORTATIONALABAMA DEPARTMENT
SPECIAL DRAWING NO INDEX NO
REVISIONS
UNAUTHORIZED USE OF THIS DRAWING MAY BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW.
OF TRANSPORTATION REPRESENTATIVE AUTHORIZED TO APPROVE THIS USE. ANYONE MAKING
ANY ORGANIZATION, WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ALABAMA DEPARTMENT
TRANSPORTATION AND IS NOT TO BE COPIED, REPRODUCED, ALTERED, OR USED BY ANYONE, OR
THIS DRAWING REPRESENTS DESIGNS PREPARED FOR USE BY THE ALABAMA DEPARTMENT OF
CURRENT ALABAMA DEPARTMENT OF TRANSPORTATION
--SPECIFICATIONS--
Bureau Std Engr:
DRAWN BY: DATE DRAWN:
NOT TO SCALE
SHEET
NO
FISCAL
YEARPROJECT NO
REFERENCE
GROUND LINE
WHERE PLANS PROVIDE FOR
IMPROVED ROADBED ALL CUTS SHALL BE
UNDERCUT TO THE ELEVATION SPECIFIED
ON PLANS AND COMPLETED TO SUBGRADE
AS IMPROVED ROADBED WITH MATERIALS
FINISHED GRADE
SUBGRADE
INTO THE CUT, FURTHER UNDERCUTTING
IMPROVED ROADBED, CUTS NEAR GRADE
POINTS AND AT OTHER POINTS SHALL BE
UNDERCUT AREAS SHALL LATER BE BACKFILLED
WITH SUITABLE MATERIAL AND COMPACTED AS
VARIES
THIS DIMENSION AS SPECIFIED ON
PLANS (FOR PAVEMENT AND SUBBASE
SUBGRADE
GROUND LINE
MATERIAL FROM UNDERCUT AREAS SHALL BE
USED IN EMBANKMENT, UNLESS UNSUITABLE.
MATERIALS).
AS DIRECTED WILL BE REQUIRED.
UNDERCUT AS DIRECTED.
DIRECTED IN SPECIFICATIONS.
UNDERCUTTING AND BACKFILLING IN CUTS AND GRADE POINTS
CUT
FILL
WHERE PLANS DO NOT PROVIDE FOR
AT GRADE POINTS BEGINING 25' BACK
25'
DESCRIBED IN SPECIFICATIONS.
BACKFILLING AT GRADE POINTS
DETAIL FOR UNDERCUTTING AND
by J.F.T.
Added to CADD on 10-16-001.
L.V.S.
12-16-74 UBC-210 1153
TENNESSEE
FLORIDA
GulfofMexico
GEOR
GIA
MISSISSIP
PI
DEPARTMENT OF TRAN
SP
ORTA
TION
ALABAMA
DESIGN BUREAU SPECIAL DRAWING
1409 COLISEUM BOULEVARD
MONTGOMERY, AL 36130-3050
OF TRANSPORTATIONALABAMA DEPARTMENT
SPECIAL DRAWING NO INDEX NO
REVISIONS
UNAUTHORIZED USE OF THIS DRAWING MAY BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW.
OF TRANSPORTATION REPRESENTATIVE AUTHORIZED TO APPROVE THIS USE. ANYONE MAKING
ANY ORGANIZATION, WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ALABAMA DEPARTMENT
TRANSPORTATION AND IS NOT TO BE COPIED, REPRODUCED, ALTERED, OR USED BY ANYONE, OR
THIS DRAWING REPRESENTS DESIGNS PREPARED FOR USE BY THE ALABAMA DEPARTMENT OF
CURRENT ALABAMA DEPARTMENT OF TRANSPORTATION
--SPECIFICATIONS--
Bureau Std Engr:
DRAWN BY: DATE DRAWN:
NOT TO SCALE
SHEET
NO
FISCAL
YEARPROJECT NO
REFERENCE
3'
3'
2"
3'
YELLOW FLAG
" STEEL PLATE
3'
4'
2"
Z' Z'
Y:Y
Y:Y
X:XX:
X
BEGINNING OF SPECIFIED FILL
SURCHARGE (IF SPECIFIED)
COUPLINGS COUPLINGS
DETAILS OF TYPICAL SETTLEMENT PLATE
45
PIPE EXTENSION |
DETAILS OF STEEL PLATE BASE UNIT
DETAILS OF WARNING FLAG
DETAILS OF PIPE EXTENSIONS & COUPLINGS
TYPICAL SETTLEMENT PLATES AT SPECIFIED DEPTHS & LOCATIONS
IN AN EMBANKMENT
" STEEL PLATE BASE UNIT
DETAILS OF TYPICAL SETTLEMENT PLATE
YELLOW FLAG
ISOLATION CASING
4" PVC
3'
3'
" STEEL PLATE
DETAILS OF STEEL PLATE BASE UNIT
ISOLATION CASING
4'
" REINFORCING STEEL BAR
" REINFORCING STEEL BAR
OPTION 1
OPTION 2
" REINFORCING STEEL BAR
2" COUPLING
1'-6" +-
2" BLACK STEEL PIPE
A STABLE LEVEL
SURFACE OF SAND
OR SOIL COMPACTED
TO SUPPORT THE PLATE
CONCRETE SAND OR OTHER
FREE DRAINING MATERIALS
Note: Each 2" Black steel pipe used will be coated with " thick coat of Asphalt Grade PG 67-22
and double wrapped with Aluminum Foil (0.0015 inches thick).
NOTE: ALL EXTENSIONS & COUPLINGS TO BE 2" BLACK STEEL PIPE.
1'-6" +-
CONCRETE SAND OR OTHER
FREE DRAINING MATERIALS
*
* *
OR SOIL COMPACTED
A STABLE LEVEL
SURFACE OF SAND
TO SUPPORT THE PLATE
Note: Each 2" Black steel pipe used will have an outer 4" PVC Isolation Casing.
AS DIRECTED
BY ENGINEER
4'
4'-0" MIN
2'-0"
PROTECTION
POSTS (METAL)
* *
WARNING
STRIPES
SPACE AS
SHOWNIN PLANS
1. CONCRETE SAND MEETING THE REQUIREMENTS GIVEN IN
ALDOT SECTION 802 SHALL BE FURNISHED FOR FILL
AROUND THE PIPE. OTHER FREE DRAINING MATERIALS MAY
BE USED FOR THIS FILL IF APPROVED BY THE ENGINEER.
THIS FILL SHALL BE PLACED BY HAND TO FILL THE AREA
WITHIN 3 FEET OF THE SETTLEMENT PIPE ASSEMBLY AS
THE SURROUNDING FILL IS BEING PLACED AND SHALL BE
OF THE PLACEMENT OF THE FILL AND SHALL BE PAINTED
COMPACTED WITH A SMALL MECHANICAL TAMPER TO THE
DENSITY APPROVED BY THE ENGINEER.
2. PROTECTION POSTS SHALL BE PROVIDED AT THE COMPLETION
WITH WARNING STRIPES AND/OR OTHER SAFETY DEVICES AS
DETERMINED BY THE ENGINEER.
3. PAYMENT MAY BE MADE PER EACH, SETTLEMENT PLATE
ASSEMBLY, 240A.
**
*
REMOVABLE PVC CAP
*
**
Heavy twine or plastic coated tie wire shall be used to secure foil in place
STEEL PIPE
2" BLACK
2" PIPE CAP
GENERAL NOTES
FOUR 6" Dia
AS DIRECTED
BY ENGINEER
3'-0" 3'-0"LC PIPE
3'-0" 3'-0"
LC PIPE
PGL or Top of Surcharge Elevation
2'
4" PVC PIPE
6" DIA PROTECTION POST (METAL)
(TYPICAL)
TYPICAL
(TYPICAL)
6" DIA PROTECTION POST (METAL)
APP
" STEEL PLATE BASE UNIT
PLATE ASSEMBLY
DETAILS OF TYPICAL SETTLEMENT
on 08-18-06 by W.W.A.
Extension/Couplings
Option 2 and changed note for Pipe
ASTM D6598; added notes to Option 1 &
Added an Option 2 using excerpts from2.
Added as new Special Drawing 06-28-93.1.
L.V.S.Bureau of M & T
06-22-93 UBC-210-SP 1155
TENNESSEE
FLORIDA
GulfofMexico
GEOR
GIA
MISSISSIP
PI
DEPARTMENT OF TRAN
SP
ORTA
TION
ALABAMA
DESIGN BUREAU SPECIAL DRAWING
1409 COLISEUM BOULEVARD
MONTGOMERY, AL 36130-3050
OF TRANSPORTATIONALABAMA DEPARTMENT
SPECIAL DRAWING NO INDEX NO
REVISIONS
UNAUTHORIZED USE OF THIS DRAWING MAY BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW.
OF TRANSPORTATION REPRESENTATIVE AUTHORIZED TO APPROVE THIS USE. ANYONE MAKING
ANY ORGANIZATION, WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ALABAMA DEPARTMENT
TRANSPORTATION AND IS NOT TO BE COPIED, REPRODUCED, ALTERED, OR USED BY ANYONE, OR
THIS DRAWING REPRESENTS DESIGNS PREPARED FOR USE BY THE ALABAMA DEPARTMENT OF
CURRENT ALABAMA DEPARTMENT OF TRANSPORTATION
--SPECIFICATIONS--
Bureau Std Engr:
DRAWN BY: DATE DRAWN:
NOT TO SCALE
SHEET
NO
FISCAL
YEARPROJECT NO
REFERENCE
1
1
2
LEGEND
FLOATING BASIN BOOM APPLICATIONS
" GALVANIZED CHAIN
CAUSEWAY
EXISTING
TYPICAL FLOATING BASIN BOOM INSTALLATION
THERE IS NO CURRENT AND THE AREA IS SHELTERED FROM WIND AND WAVES.
TYPE 1 CONFIGURATION SHOULD BE USED IN PROTECTED AREAS WHERE
DESIGN CRITERIA:
100'
TYPICAL
PROPOSED TOE OF SLOPE
100'
TYPICAL
ANCHOR/STAKE
STREAMANCHOR/STAKE
SHORE LINE
LIMITS OF CONST.
SHORE LINE
LIMITS OF CONST.
ANCHOR
MOORING BOUY W/ ANCHOR
1.
2.
3.
4.
BASIN BOOM
5/8 " POLYPRO ROPE (TYPE 1)
(TYPE 1)
LACING GROMMETS
PVC FABRIC WITH
NYLON REINFORCED
FLOTATION (6" DIA. EQUIV. )
CLOSED CELL SOLID PLASTIC FOAM
TYPE 1
TYPE 2
TYPE 3
D
= 5'
MIN.
D = 5' MIN.2
ENGINEER.
CALLED FOR IN THE PLANS OR AS DETERMINED BY THE
10 FEET UNLESS SPECIAL DEPTH CURTAINS SPECIFICALLY
TWO(2) PANELS TO BE USED FOR DEPTHS GREATER THAN
CURTAIN TO REACH BOTTOM UP TO DEPTHS OF 10 FEET.
D = (ADDITIONAL PANEL FOR DEPTHS > 5' ).
D = (SINGLE PANEL FOR DEPTHS 5' OR LESS).
STILL OR MOVING WATERS.
FLOATING BASIN BOOMS CAN BE STAKED AND/OR ANCHORED IN
PLANS AND STANDARD DRAWINGS.
MEASURES SHOULD BE INCORPORATED AS PROVIDED IN THE
FUNCTION. OTHER UPLAND EROSION AND SEDIMENT CONTROL
OR TO CAPTURE SEDIMENT FROM UPLAND AREAS AS A PRIMARY
TO BE INSTALLED AS THE PRIMARY SEDIMENT CONTROL METHOD,
MIGRATION WITHIN THE WATER BODY. THEY ARE NOT INTENDED
FLOATING BASIN BOOMS ARE INTENDED TO PREVENT SEDIMENT
NOTES:
METHODS BASED ON WATER BODY CONDITIONS.
APPROPRIATE TYPE OF FLOATING BASIN BOOM AND INSTALLATION
THE CONTRACTOR IS RESPONSIBLE FOR SELECTION OF THE
DREDGE, FILL OR WORK AREA
FLOTATION (6" DIA. EQUIV. )
CLOSED CELL SOLID PLASTIC FOAM
COVERED NYLON
18(OR 22) OZ. VINYL
TO
NE
ED
DE
PT
H
AC
CO
RDIN
G
FOLDS EVERY 6 FEET
100 FT. STANDARD LENGTH
STRESS PLATE
STRESS BAND
VINYL COATED CABLE
TOP LOAD LINE 5/16"
(TO REMOVE PRESSURE FROM FLOATS)
STRESS PLATE
WATER SEALSAFETY HOOK
GAVANIZED #24
FLOTATION (6" DIA. EQUIV. )
CLOSED CELL SOLID PLASTIC FOAM
TO
NE
ED
DE
PT
H
AC
CO
RDIN
G
PVC SLOT-CONNECTOR
STRESS PLATE
STRESS BANDLAP LINK
STRAIN)
OFCURTAIN TO REDUCE
CABLE (ON BOTH SIDES
5/16" VINYL COATED
22 OZ. NYLON REINFORCED
5/16 " CHAIN
#24 SAFETY HOOK
PVC SLOT-CONNECTOR
BALLAST AND LOAD LINE
5/16 " CHAIN,
AND/OR WIND AND WAVE ACTION CAN AFFECT THE CURTAIN.
THERE MAY BE SMALL TO MODERATE CURRENT RUNNING ( 3.5' PER SECOND)
TYPE 2 CONFIGURATION SHOULD BE USED IN PROTECTED AREAS WHERE
AND WAVE ACTION.
MAY BE PRESENT, AND/OR WHERE THE CURTAIN IS POTENTIALLY SUBJECT TO WIND
CONSIDERABLE CURRENT ( 5' PER SECOND) MAY BE PRESENT, WHERE TIDAL ACTION
TYPE 3 CONFIGURATION SHOULD BE USED IN AREAS WHERE
1
1
2
LEGEND
FLOATING BASIN BOOM APPLICATIONS
" GALVANIZED CHAIN
CAUSEWAY
EXISTING
TYPICAL FLOATING BASIN BOOM INSTALLATION
THERE IS NO CURRENT AND THE AREA IS SHELTERED FROM WIND AND WAVES.
TYPE 1 CONFIGURATION SHOULD BE USED IN PROTECTED AREAS WHERE
DESIGN CRITERIA:
100'
TYPICAL
PROPOSED TOE OF SLOPE
100'
TYPICAL
ANCHOR/STAKE
STREAMANCHOR/STAKE
SHORE LINE
LIMITS OF CONST.
SHORE LINE
LIMITS OF CONST.
ANCHOR
MOORING BOUY W/ ANCHOR
1.
2.
3.
4.
BASIN BOOM
5/8 " POLYPRO ROPE (TYPE 1)
(TYPE 1)
LACING GROMMETS
PVC FABRIC WITH
NYLON REINFORCED
FLOTATION (6" DIA. EQUIV. )
CLOSED CELL SOLID PLASTIC FOAM
TYPE 1
TYPE 2
TYPE 3
D
= 5'
MIN.
D = 5' MIN.2
ENGINEER.
CALLED FOR IN THE PLANS OR AS DETERMINED BY THE
10 FEET UNLESS SPECIAL DEPTH CURTAINS SPECIFICALLY
TWO(2) PANELS TO BE USED FOR DEPTHS GREATER THAN
CURTAIN TO REACH BOTTOM UP TO DEPTHS OF 10 FEET.
D = (ADDITIONAL PANEL FOR DEPTHS > 5' ).
D = (SINGLE PANEL FOR DEPTHS 5' OR LESS).
DREDGE, FILL OR WORK AREA
FLOTATION (6" DIA. EQUIV. )
CLOSED CELL SOLID PLASTIC FOAM
COVERED NYLON
18(OR 22) OZ. VINYL
TO
NE
ED
DE
PT
H
AC
CO
RDIN
G
FOLDS EVERY 6 FEET
100 FT. STANDARD LENGTH
STRESS PLATE
STRESS BAND
VINYL COATED CABLE
TOP LOAD LINE 5/16"
(TO REMOVE PRESSURE FROM FLOATS)
STRESS PLATE
WATER SEALSAFETY HOOK
GAVANIZED #24
FLOTATION (6" DIA. EQUIV. )
CLOSED CELL SOLID PLASTIC FOAM
TO
NE
ED
DE
PT
H
AC
CO
RDIN
G
PVC SLOT-CONNECTOR
STRESS PLATE
STRESS BANDLAP LINK
STRAIN)
OFCURTAIN TO REDUCE
CABLE (ON BOTH SIDES
5/16" VINYL COATED
22 OZ. NYLON REINFORCED
5/16 " CHAIN
#24 SAFETY HOOK
PVC SLOT-CONNECTOR
BALLAST AND LOAD LINE
5/16 " CHAIN,
AND/OR WIND AND WAVE ACTION CAN AFFECT THE CURTAIN.
THERE MAY BE SMALL TO MODERATE CURRENT RUNNING ( 3.5' PER SECOND)
TYPE 2 CONFIGURATION SHOULD BE USED IN PROTECTED AREAS WHERE
AND WAVE ACTION.
MAY BE PRESENT, AND/OR WHERE THE CURTAIN IS POTENTIALLY SUBJECT TO WIND
CONSIDERABLE CURRENT ( 5' PER SECOND) MAY BE PRESENT, WHERE TIDAL ACTION
TYPE 3 CONFIGURATION SHOULD BE USED IN AREAS WHERE
5.
REQUIREMENTS MAY ALSO BE USED.
DESIGNS. FUNCTIONALLY EQUIVALENT DESIGNS MEETING CONTRACT
FLOATING BASIN BOOM SHOWN MAY BE SIMILAR TO PROPRIETARY
STILL OR MOVING WATERS.
FLOATING BASIN BOOMS CAN BE STAKED AND/OR ANCHORED IN
WITH MANUFACTURERS DIRECTIONS.
FLOATING BASIN BOOMS ARE TO BE INSTALLED IN ACCORDANCE
METHODS BASED ON WATER BODY CONDITIONS.
APPROPRIATE TYPE OF FLOATING BASIN BOOM AND INSTALLATION
THE CONTRACTOR IS RESPONSIBLE FOR SELECTION OF THE
PLANS AND STANDARD DRAWINGS.
MEASURES SHOULD BE INCORPORATED AS PROVIDED IN THE
FUNCTION. OTHER UPLAND EROSION AND SEDIMENT CONTROL
OR TO CAPTURE SEDIMENT FROM UPLAND AREAS AS A PRIMARY
TO BE INSTALLED AS THE PRIMARY SEDIMENT CONTROL METHOD,
MIGRATION WITHIN THE WATER BODY. THEY ARE NOT INTENDED
FLOATING BASIN BOOMS ARE INTENDED TO PREVENT SEDIMENT
NOTES:
FLOATING BASIN BOOM
2006 ESC-501 1164
TENNESSEE
FLORIDA
GulfofMexico
GEOR
GIA
MISSISSIP
PI
DEPARTMENT OF TRAN
SP
ORTA
TION
ALABAMA
DESIGN BUREAU SPECIAL DRAWING
1409 COLISEUM BOULEVARD
MONTGOMERY, AL 36130-3050
OF TRANSPORTATIONALABAMA DEPARTMENT
SPECIAL DRAWING NO INDEX NO
REVISIONS
UNAUTHORIZED USE OF THIS DRAWING MAY BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW.
OF TRANSPORTATION REPRESENTATIVE AUTHORIZED TO APPROVE THIS USE. ANYONE MAKING
ANY ORGANIZATION, WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ALABAMA DEPARTMENT
TRANSPORTATION AND IS NOT TO BE COPIED, REPRODUCED, ALTERED, OR USED BY ANYONE, OR
THIS DRAWING REPRESENTS DESIGNS PREPARED FOR USE BY THE ALABAMA DEPARTMENT OF
CURRENT ALABAMA DEPARTMENT OF TRANSPORTATION
--SPECIFICATIONS--
Bureau Std Engr:
DRAWN BY: DATE DRAWN:
NOT TO SCALE
SHEET
NO
FISCAL
YEARPROJECT NO
REFERENCE
SECTION A-A
AGGREGATE
RURAL CONNECTION DETAIL
AGGREGATE
COMPACTED FILL
AGGREGATE
TRANSITION DETAIL
(AS REQUIRED)
APPROACH LENGTH
AND APPROVED BY THE ENGINEER PRIOR TO IT'S USE.
OFFSITE TRACKING OF SEDIMENT. THE ALTERNATIVE MUST BE REVIEWED
2. THE CONTRACTOR MAY PROPOSE AN ALTERNATIVE TECHNIQUE TO MINIMIZE
FILTER BLANKET(GEOTEXTILE)
FILTER BLANKET(GEOTEXTILE)
FILTER BLANKET(GEOTEXTILE)
SIDEDRAIN PIPE
EXISTING OR TEMPORARY
GROUND
EXISTING
TRAVELWAY
EDGE OF
IF SO DIRECTED BY THE ENGINEER.
CONSTRUCTION MUD) SHALL BE REMOVED DAILY, OR MORE FREQUENTLY
(INCLUDING THE STABILIZED CONSTRUCTION ENTRANCE AGGREGATE AND
3. ALL MATERIALS SPILLED, DROPPED, OR TRACKED ONTO PUBLIC ROADS
REQUIRED TO LIMIT THE MUD TRACKED.
OF THE VEHICULAR ROUTE LEADING TO THE STABILIZED ENTRANCE MAY BE
TO MOVE ACCUMULATED MUD DOWNWARD THRU THE STONE. ADDITIONAL STABILIZATION
THE STABILIZED CONSTRUCTION ENTRANCE SHALL BE RINSED WHEN NECESSARY
THAT WILL ALLOW IT TO PERFORM IT'S FUNCTION TO PREVENT OFFSITE TRACKING,
5. THE STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED IN A CONDITION
APPROVED BY THE ENGINEER.
ENTERING AND EXITING VEHICLES WARRANT, A 30' WIDTH MAY BE USED IF
IS 15' X 50' UNLESS OTHERWISE SHOWN IN THE PLANS. IF THE VOLUME OF
6. THE NOMINAL SIZE OF A STANDARD STABILIZED CONSTRUCTION ENTRANCE
NOTES:
SMALL AGGREGATE WILL TRACK OFF THE PROJECT AND ARE UNSUITABLE.
4. AGGREGATES SHALL BE ALDOT SIZE #1. SIZES CONTAINING EXCESSIVE
SLOPE TO DRAIN
4" MIN
15' MIN
12" MIN
12" MIN
STABILIZED ENTRANCE.
BE USED AS REQUIRED TO LIMIT AND DIRECT VEHICULAR EGRESS ACROSS THE
STABILIZED ENTRANCE. BARRIERS, FLAGGING, OR OTHER POSITIVE MEANS SHALL
FROM UNSTABILIZED AREAS OF THE PROJECT SHALL BE DIRECTED THRU THE
TO PUBLIC ROADS WHERE OFFSITE TRACKING OF MUD COULD OCCUR. TRAFFIC
ENTRANCES ARE POINTS OF EGRESS FROM UNSTABILIZED AREAS OF THE PROJECT
ENGINEER BASED ON SAFETY, ECONOMY AND CONSTRUCTION SEQUENCE. THESE
SHOWN ON THE EROSION SEDIMENT CONTROL SHEETS OR AS APPROVED BY THE
1. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE CONSTRUCTED AT LOCATIONS
PERSPECTIVE VIEW
A
A
50' STD
APPROACH LENGTH
TEMPORARY PIPE(AS REQUIRED)
EXIS
T. DIT
CH
EXIS
T. DIT
CH
SL
OPE T
O
DR
AI
N
(0.1
MI
N)
EXISTING ROADWAY
EDGE OF PAVEMENT
15'
WIDTH
MIN
BERM
STABILIZED CONSTRUCTION ENTRANCE
by J.F.T.
View & revised Note 1 on 08-24-11
Changed Plan View to Perspective1.
2006 ESC-502 1165
TENNESSEE
FLORIDA
GulfofMexico
GEOR
GIA
MISSISSIP
PI
DEPARTMENT OF TRAN
SP
ORTA
TION
ALABAMA
DESIGN BUREAU SPECIAL DRAWING
1409 COLISEUM BOULEVARD
MONTGOMERY, AL 36130-3050
OF TRANSPORTATIONALABAMA DEPARTMENT
SPECIAL DRAWING NO INDEX NO
REVISIONS
UNAUTHORIZED USE OF THIS DRAWING MAY BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW.
OF TRANSPORTATION REPRESENTATIVE AUTHORIZED TO APPROVE THIS USE. ANYONE MAKING
ANY ORGANIZATION, WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ALABAMA DEPARTMENT
TRANSPORTATION AND IS NOT TO BE COPIED, REPRODUCED, ALTERED, OR USED BY ANYONE, OR
THIS DRAWING REPRESENTS DESIGNS PREPARED FOR USE BY THE ALABAMA DEPARTMENT OF
CURRENT ALABAMA DEPARTMENT OF TRANSPORTATION
--SPECIFICATIONS--
Bureau Std Engr:
DRAWN BY: DATE DRAWN:
NOT TO SCALE
SHEET
NO
FISCAL
YEARPROJECT NO
REFERENCE
TEMPORARY DEWATERING STRUCTURE
VARIABLE (L)
VA
RI
AB
LE (
W)
FL
OW
FL
OW
FL
OW
FL
OW
FL
OW
FL
OW
BANK LINE
STREAM
20'
MI
N.
A
SILT FENCE
2'{ VARIABLE
COMPACTED BACKFILL
3' MIN.
2'{
2:1
2:1
OPTIONAL EXCAVATION
RIP-RAP (CLASS 2)
PLAN VIEW
SECTION A-A
TEMPORARY DEWATERING STRUCTURE VOLUMES
PUMP RATE
TYPE (DIA.)CAPACITY
MANUF.
PER MINUTE)
(GALLONS
GPM
(CUBIC FEET)
VOLUME REQUIRED
STUCTURE
CO
NS
TR
UC
TI
ON
2 IN.
3 IN.
4 IN.
6 IN.
8,400 GPH
15,600 GPH
30,000 GPH
66,000 GPH
140 GPM
260 GPM
500 GPM
1,100 GPM
2,240 CF
4,160 CF
8,000 CF
17,600 CF
SILT FENCE
AGGREGATE (SIZE 57)
WITH FILTER FABRIC
COVER #57 STONE PAD
2'-0" MIN.
FLOW
PUMP DISCHARGE
2'-0" MIN.
2'-0" MIN.
MIN.
0'-6"
S T R E A M
B
PLAN VIEW
FILTER BAG
SILT FENCE
1:1 1
:1
MIN.
0'-6"
SILT FENCE
TOP OF BANK
EXISTING GROUNDLINE
2'-0" MIN. TEMPORARY SEDIMENT FILTER BAG
VARIES
10'-0" MIN. 10'-0" MIN.
0'-6" MIN.
SECTION B-B
APPROXIMATELY 10" ON TOP OF RIP-RAP
FILTER FABRIC TO BE LAPPED
NATURAL GROUNDLINE
TO LEVEL BAG FROM
USE #57 STONE
PUMP DISCHARGE
FLOW
ABOVE TABLE.
PLANS IS TO BE BASED ON USE OF 4 INCH CONSTRUCTION PUMP SHOWN IN THE
VOLUME OF DEWATERING STRUCTURE SHOWN IN EROSION AND SEDIMENT CONTROL
(10'-0" MIN.)
VARIABLE
10-INCHES ON TOP OF RIP-RAP
LAPPED APPROXIMATELY
FILTER FABRIC TO BE
TEMPORARY DEWATERING STRUCTURE (FILTER BAG)
SEDIMENT FILTER BAG WHEN PUMPING.
2. THE CONTRACTOR SHALL EXERCISE CAUTION NOT TO BURST OR DAMAGE THE TEMPORARY
(BERM AND FABRIC)
AND ENCLOSED DITCHES ETC. IN URBAN AREAS AND NEAR SENSITIVE WATER BODIES.
1. FILTER BAGS ARE TYPICALLY USED FOR DEWATERING COFFER DAMS, TRENCHES, SPREAD FOOTINGS
B
A
2:1 2:1
2'{
BAG
TEMPORARY SEDIMENT FILTER
FABRIC
FILTER
FILTER FABRIC
SHEETING OR
POLYETHYLENE
(6 MIL MIN.)
FILTER FABRIC
SHEETING OR
POLYETHYLENE
4. FILTER BAGS MAY ALSO BE PLACED IN AN EXCAVATED PIT FOR REDUNDANCY.
NOTES:
7. THE DETAILS SHOWN ARE OPTIONAL RECOMMENDATIONS, BUT NOT MANDATORY.
6. TRENCH FILTER FABRIC INTO GROUND, 6" MIN.
TEMPORARY DEWATERING STRUCTURE.
5. INSTALL SILT FENCE BETWEEN STREAM AND/OR DRAINAGE DITCH AND THE
APPROVED BY THE ENGINEER.
DEWATERING STRUCTURE INTO AN ADJACENT STREAM MAY BE USED WHEN
4. THE USE OF SOCKS TO COLLECT SEDIMENT WHEN PUMPING FROM TEMPORARY
3. DIVERT ANY STORMWATER AWAY FROM THE TEMPORARY DEWATERING STRUCTURES.
FULL.
2. THE ACCUMULATED SEDIMENT MUST BE REMOVED WHEN THE BASIN IS HALF
DEWATERING COFFERDAMS, TRENCHES, SPREAD FOOTINGS, ENCLOSED DITCHES, ETC.
1. THE PRIMARY USE OF THE TEMPORARY DEWATERING STRUCTURE IS FOR
NOTES:5. THE DETAILS SHOWN ARE OPTIONAL RECOMMENDATIONS, BUT NOT MANDATORY.
ACCUMULATED SEDIMENT, DISPOSE OF THE FILTER FABRIC BAG WITH OTHER ITEMS OF CONSTRUCTION DEBRIS.
3. SEDIMENT SHOULD BE DISPOSED OF IN UPLAND AREAS AWAY FROM WATER BODIES. AFTER REMOVAL OFTEMPORARY DEWATERING STRUCTURE
VARIABLE (L)
VA
RI
AB
LE (
W)
FL
OW
FL
OW
FL
OW
FL
OW
FL
OW
FL
OW
BANK LINE
STREAM
20'
MI
N.
A
SILT FENCE
2'{ VARIABLE
COMPACTED BACKFILL
3' MIN.
2'{
2:1
2:1
OPTIONAL EXCAVATION
RIP-RAP (CLASS 2)
PLAN VIEW
SECTION A-A
TEMPORARY DEWATERING STRUCTURE VOLUMES
PUMP RATE
TYPE (DIA.)CAPACITY
MANUF.
PER MINUTE)
(GALLONS
GPM
(CUBIC FEET)
VOLUME REQUIRED
STUCTURE
CO
NS
TR
UC
TI
ON
2 IN.
3 IN.
4 IN.
6 IN.
8,400 GPH
15,600 GPH
30,000 GPH
66,000 GPH
140 GPM
260 GPM
500 GPM
1,100 GPM
2,240 CF
4,160 CF
8,000 CF
17,600 CF
SILT FENCE
AGGREGATE (SIZE 57)
WITH FILTER FABRIC
COVER #57 STONE PAD
2'-0" MIN.
FLOW
PUMP DISCHARGE
2'-0" MIN.
2'-0" MIN.
MIN.
0'-6"
S T R E A M
B
PLAN VIEW
FILTER BAG