1999-04-15_REVISION - M1980244

• Permit No: M1980244
• IBM Index Class Name: Revision
• Doc Date: 4/15/1999
• Doc Name: PHASE III SURFACE WATER DIVERSION DETAILS SHEET 5 OF 5
• Type & Sequence: TR29
• Media Type: M
• Archive: No

.T
IMPACT STILLING
BASIN -DIMENSIONS
PARAMETER
DIMENSION
1 1' -6•'
11
K
11"
4'
1' -0"
1' -2"
1' -4"
3 1/2"
B OUTLET WALL ELEVATION VIEW
22 NOT TO SCALE
E FOOT[NC ELEVATION VIEW
22 NOT TO SCALE
e=
h=
a =
b =
W =
c & d BARS
CONC. cu. yd /I. f.
REINF. lb/t. f.
i 1• -6'•
1 1' -6•'
1 1' -6"
z'
3'
4'
1' -0"
1' -2"
1' -4"
1' -8"
2' -0•
2' -4•
2' -8•
3' -2•
3' -8"
#4.0
1' -6"
#4 ®
1' -6"
#4 0
1' -6"
0.161
0.210
1 0.259
8.0
9.3
1 10.7
DOES NOT INCLUDE TOE WALL QUANTITIES
F WING WALL DESIGN! TABLE
22 NOT TO SCALE
ACROSS
%.uV 1 cr%LINE
10" -
I �FIL -L- SLOPE
I
#4 ALONG
TTOP OF WALL
`:: 4.
T 2". CLEAR
#4 EDGE W-
#4 0 10
E
I
5' AM X. FOR 1 1/2:1 FILL
SLOPES, UNLIMITED FOR SLOPES
SLOPES FLATTER THAN 1 1/2:1.
T #4012
EXPANSION 4" DIA. WEEP HOLES AT 10'
JOINT �� MAXIMUM INTERVALS
Ih SHOP CAN"
3" CLR. V MP�GN � S
CONSTR KEY
F
2" CLR.
12"
5" R.
3" CLEAR
a/2
a b
w
G WING WALL SECTION
22 NOT TO SCALE
CENTER LINE
C INLET ELEVATION VIES/
22 NOT TO SCALE
REBAR 9.7' LONG
OPTIONAL MATERIAL
TOP OF
WINGWALL
L
RE -BARS FROM WINGWALL
FOOTING CONTINUE INTO THE
BASIN WALL APRON.
WINGWALL CONNECTION DETAIL
NOT TO SCALE
ENGINEER'S STAMP NO. REVISION DESCRIPTION TMS DRAWING IS NOT APPROVED I DATE I BY ICHKDIAP'VDI N0. I REVISION DESCRIPTION THIS DRAWING IS NOT APPROVED
TTUT.AQQ r.AQT THFUTO mT 1Q LAQn 111121m
0
f,
"N�'
NII
IMPACT STILLING
BASIN DIMENSIONS
PARAMETER
n
S,
t
rn
cis.
N
v CID
END STA. 31 +35
n
8E°
"V" DITCH
2.0'
(MIN.)
N Q
INTERMEDIATE
N Cn a
SMALLER THAN ROCK
RIPRAP
N 7 o
\
BY DIMENSION D50 DIA
DISIGNATION
HN0,Z a
<Z
(INCHES) (INCHES)
TYPE L
N 1 ° iv
15
MWAMW M.;
rnMa�
M�a
13
e0
�d S
o c
I
OU O m
E ay T
Z o �,
IF THE ABOVE BAR DOES
NOT SCALE I INCH THE
rnN .,
o °J m a
DRAWING SCALE IS ALTERED
y
ACROSS
%.uV 1 cr%LINE
10" -
I �FIL -L- SLOPE
I
#4 ALONG
TTOP OF WALL
`:: 4.
T 2". CLEAR
#4 EDGE W-
#4 0 10
E
I
5' AM X. FOR 1 1/2:1 FILL
SLOPES, UNLIMITED FOR SLOPES
SLOPES FLATTER THAN 1 1/2:1.
T #4012
EXPANSION 4" DIA. WEEP HOLES AT 10'
JOINT �� MAXIMUM INTERVALS
Ih SHOP CAN"
3" CLR. V MP�GN � S
CONSTR KEY
F
2" CLR.
12"
5" R.
3" CLEAR
a/2
a b
w
G WING WALL SECTION
22 NOT TO SCALE
CENTER LINE
C INLET ELEVATION VIES/
22 NOT TO SCALE
REBAR 9.7' LONG
OPTIONAL MATERIAL
TOP OF
WINGWALL
L
RE -BARS FROM WINGWALL
FOOTING CONTINUE INTO THE
BASIN WALL APRON.
WINGWALL CONNECTION DETAIL
NOT TO SCALE
ENGINEER'S STAMP NO. REVISION DESCRIPTION TMS DRAWING IS NOT APPROVED I DATE I BY ICHKDIAP'VDI N0. I REVISION DESCRIPTION THIS DRAWING IS NOT APPROVED
TTUT.AQQ r.AQT THFUTO mT 1Q LAQn 111121m
0
f,
"N�'
NII
IMPACT STILLING
BASIN DIMENSIONS
PARAMETER
DIMENSION
S,
t
M
cis.
N
6
END STA. 31 +35
r�
Permit Number #: M- 1980 -244
Class: Revisions
Type & Sequence:TR -029
CENTER LINE
D NOTCH ELEVATION VIEW
22 NOT TO SCALE
W
D GRASS LINING
S1
1 F
I-1 TYPICAL GLASS LINED CHANNL--L SECTION
22 NOT TO SCALE
ACCESS ROAD
WIDTH VARIES (20' MIN
1
VARIES COMPACT STRUCTURAL FILL ON
DOWNGRADIENT SIDE OF CHANNEL 1 L-
2.5
AS NECESSARY
as
NOTES:
1. ALL RIPRAP LINED CHANNELS SHALL HAVE A RIPRAP MINIMUM
THICKNESS OF 2 TIMES THE D5o
2. CHANNEL DEPTH IS MEASURED TO TOP OF RIPRAP.
3. RIPRAP REQUIRED FOR ONLY 30 FEET IF SLOPE BETWEEN IMPACT
STILLING BASIN OUTFALL AND EXISTING HEADWALL APRON IS LESS
THAN OR EQUAL TO 0.4 %.
4. TYPE M RIPRAP MAY BE USED IN LIEU OF TYPE L RIPRAP.
TYPE M RIPRAP GRADATIONS ARE SHOWN ON DRAWING 20.
DATE I BY ICHKDIAP'VD
IMPACT STILLING
BASIN DIMENSIONS
PARAMETER DIMENSION
t1
4 EDGE BAR
I 0 10
0 12
#4 EDGE BAR
BOND INTO SIDE
WALL
GRASS -LINED CHANNEL SCHEDULE
CHANNEL I.D.
D
S,
W
WESTERN DIVERSION'
BEGIN STA. 12+00
4.0'
END STA. 31 +35
RIPRAP PER SCHEDULE
"V" DITCH
2.0'
(MIN.)
COMPACTED STRUCTURAL FILL
TO ACHIEVE DIVERSION
CHANNEL GRAD&*:r±FNED
Opp 1 h 1999
1.5
C
`
\-12 oz. GEOTEXTILE
15'
1' BEDDING MATERIAL
RIPRAP PER SCHEDULE
RIPRAP
SCHEDULE
PERCENT
INTERMEDIATE
SMALLER THAN ROCK
RIPRAP
GIVEN SIZE
BY DIMENSION D50 DIA
DISIGNATION
WEIGHT
(INCHES) (INCHES)
TYPE L
70 -100
15
TYPICAL [�IIRAP CHANNEL SECTION 35 -50 19 9
NOT TO SCALE
CLIENT DATE
PRINT ISSUE RECORD
2 -10 3
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2 -10 3
^ Ilulmmlmlmuumlmu�
19625
cc crlplals Crack & Victor GIold Cl:Idng Company
Crescon ProJGCt
A Joint Venture — Pikes Peak Mining Company, Manager
Snu
PHAW C
SMFACC WATM <x ME MO l METAL& SIiZT 6 W 6
as aH DBS "Ts APRIL 1999
,�+. �a TAC 70a R0' 993 -2022 '
RZYMED DMAL tiro.
mu D007
t.1 ', EC" APPROVED Mu
�.'
a p EEP
AR�
' AS SHOWN D" 800 UNION 66VD. , SIJfIE 600, I4CCr00D, CotARADO 60$88 HLE ND. Q
PHONE: 6os /eo -o64o rax: sos e6 -2oeo 2022D007 �°