2000-03-24_REVISION - M1980244 ‎(3)‎

• Permit No: M1980244
• IBM Index Class Name: Revision
• Doc Date: 3/24/2000
• Doc Name: PHASE IV SURFACE WATER DIVERSION DETAILS SHEET 2 OF 2
• Type & Sequence: AM8
• Media Type: M
• Archive: No

C
A
R1a —PIPE 2
N 49196.82
HEADWALL
E 38149.53
LOCATION
2' MIN. COVI
COMPACTED
STRUCTURAL
10" REINFC
SEEP23
EXPANSION JOINT
MATERIAL
L ING WALL
FRONT
VIEW
TOP VIEW
TOP OF
WINGWALL
1 N L;UL V l_H I IIrIL.I_ I 1''LP& I
23 NOT TO SCALE
OPTIONAL MATERIAL
12"
RE -BARS FROM WINGWALL
FOOTING CONTINUE INTO THE
/ HEADWALL.
WINGWALL CONNECTION DETAIL
NOT TO SCALE
F
A►`
23
X
1
PROTECTION
D50=6 IN.
I-11MF.DWALL SCI17MLE
PIPE I.D.
R1a —PIPE 2
CENTER OF
N 49196.82
HEADWALL
E 38149.53
LOCATION
V -3"
MINIMUM
h =
HEADWALL
8' -4"
HEIGHT A
5'
INLET PIPE
7'
DIAMETER
84"
B
V -0"
RIPRAP TYPE
VL
MIN. RIPRAP
12"
THICKNESS
2' -0"
HORIZONTAL SPACING
b =
FOR EDGE REBAR
10"
C
2' -8"
VERTICAL SPACING
3' -4"
FOR EDGE REBAR
12"
E
2' -8"
RIPRAP APRON
3' -8"
LENGTH
4' -8"
F
5' -8"
WIDTH OF HEADWALL
12'
x
401' -65
HEIGHT OF HEADWALL
401' -6"
Y
401' -4"
t8 ,
1/2" U -B
23
D STEEL
5TD STEEL
Z 31U 31ttL
PIPE
SAFETY RACK HINGE DETAIL S SAFETY RACK DETAIL
NOT TO SCALE 23 NOT TO SCALE
12 "x5" BOLTS
JI/Y LVIYVIIVVII Y/"1L ��
FOOTING BARS, PROJECT
12" MIN. INTO PIPE HEADWALL.
WALL DETAIL
23 NOT TO SCALE
TYPICAL WALL 12"
I�
i• 'i
I�
404 B A
601
401 0 "° 3'
403
403
a
TYPICAL BAR
INSTALLATION
8 HEADWALL DETAIL
23 NOT TO SCALE
401 -
402
C �� -12" CTRS. C
E
18" Y
CTRS.
E
—402
S HEADWALL ELEVATION DETAIL
23 NOT TO SCALE
B DIA. CSP
2"
401
20"
�„ (TWO EACH TIE) MIN LAP _T
402 - w
QQ Var, D
402
$ 404 601
402 403 D =B +8"
4 13A►R BENDING DETAILS
23 NOT TO SCALE
9
23
I
-3' MIN. COVER COMPACTED
STRUCTURAL FILL
I F
2-5 12° HEADWALL
SAFETY RACK
RIPRAP PROTEC
PER SCHEDULE
TOP OF
WINGWALL
-� 2
6" MAX. 3'
VERT OF CSP TO MATCH- 1' GRANULAR \
VERT OF APRON SEE HEADWALL FILTER LAYER
9 DETAILe
23
23
A 1 CROSS SECTION A-A*
'I I` 2'
12 oz NONWOVEN
GEOTEXTILE
IF CHANNEL
IS NOT
RIPRAPPED
5/8" x 6" SQUARE HEAD MACHINE
BOLT WITH SQUARE NUT PROJECT 1"
WELD ANGLE TO STRAP
1/2" x 5" SQUARE
HEAD MACHINE BOLT
WITH SQUARE NUT
1 /4"
2.5" x 7/g 4
STRAP 1.5" STD
STEEL
PIPE
NOTE: ALL METAL 3„ LONG x 4" x 3/8" x 6"
WORK SHALL
BE GALVINIZED 4.5" 1/2" U -BOLT
L___5� HINGE SECTIOr! DETAIL
23 NOT TO SCALE
e=
t 1' -6"
1 V -6"
1 V -6"
1 V -6"
1 V -6"
1 1' -4" 1
V -3"
1 11" 1
h =
2'
3'
4'
5'
6'
7'
8'
g'
a =
V -0"
V -2'
V -4"
1' -6"
1' -8"
1' -10"
2' -0"
2' -2"
b =
V -8"
2' -0"
2' -4"
2' -8"
3' -0"
3' -4"
3' -8"
4' -0"
w =
2' -8"
3' -2"
3' -8"
4' -2"
4' -8"
5' -2"
5' -8"
6' -2"
401' -6"'
401' -65
401' -60
401' -6"
401' -6"
401' -4"
501' -3°
5011"
C & d BARS
0.161
0.210
0.259
0.308
0.358
0.407
0.457
0.506
CONC.CU.YD. /L.F.
8.0
9.3
1 10.7
1 12.1
14.3
.4
163.0
2
28.6
* REINF. LB. /L.F.
'DOES NOT INCLUDE TOE
WALL QUANTITIES
Q
23
WING
WALL DESIGN TABLE
NOT TO SCALE
ENGINEER'S STAMP NO. REVISION DESCRIPTION THIS DRArwC Is NOT APPROVED I DATE I BY
UNLESS LAST REVISION IS HAND ARIITEN
ISSUED FOR PERMIT
ISSUED FOR CLIENT REVIEW
2/29/00 RMN
NOTES:
1. EXPANSION JOINT MATERIAL SHALL CONFORM TO AASHTO M 213
AND PAYMENT THEREFORE SHA L BE INCLUDED IN THE PRICE
FOR CONCRETE, (BOX CULVERT OR (WALL).
2. REINFORCING STEEL SHALL BE GRADE 60.
3. THE MINIMUM SPLICE LENGTH FOR COMMON BAR SIZES SHALL BE:
BAR SIZE #4
SPLICE LENGTH 18" 24"
4. CONCRETE SHALL BE CLASS A OR B.
5. HEADWALL SHALL BE PERPENDICULAR TO THE CULVERT CE UNLESS
OTHERWISE SHOWN ON THE PLANS. TABULATED DIMENSIONS AND
QUANTITIES MUST BE ADJUSTED FOR SKEWED INSTALLATIONS.
6. EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4 INCH.
7. ALL BARS SHALL HAVE A 2 INCH MINIMUM CLEARANCE.
8. ALL METAL WORK SHALL BE GALVANIZED.
9. SEE RIPRAP SCHEDULE ON DRAWING 22 FOR RIPRAP GRADATION.
10. WINGWALLS TO BE CONSTRUCTED PER DESIGN e
23
C -BARS
iATE WITH
C -BARS.
2" CLEAR
12"
#4
BARS 3'
-8
a_
FILL SLOPE -T
5' MAX. FOR 1 1/2:1 FILL
SLOPES, UNLIMITED FOR SLOPES
-� SLOPES FLATTER THAN 1 1/2:1.
2" CLEARANCE
#4 0 12" CENTERS
- 4" DIA. WEEP HOLES AT 10'
MAXIMUM INTERVALS
3.5% 1.5"
CONSTR. KEY
A IL
12 d -BARS
s 5" R. SIX #4 (SEE DETAIL )
e
23
3" CLEAR
3" CLEAR
#4 AT 18"
b
w
101,
#4
ALONG
T TOP
OF WALL
T
WING WALL SECTION[
T
23
NG T
-BARS
19526
h
I
—] a/2
C -BARS
iATE WITH
C -BARS.
2" CLEAR
12"
#4
BARS 3'
-8
a_
FILL SLOPE -T
5' MAX. FOR 1 1/2:1 FILL
SLOPES, UNLIMITED FOR SLOPES
-� SLOPES FLATTER THAN 1 1/2:1.
2" CLEARANCE
#4 0 12" CENTERS
- 4" DIA. WEEP HOLES AT 10'
MAXIMUM INTERVALS
3.5% 1.5"
CONSTR. KEY
A IL
12 d -BARS
s 5" R. SIX #4 (SEE DETAIL )
e
23
3" CLEAR
3" CLEAR
#4 AT 18"
b
w
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S"A,CE
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