PERMFILE112615

• Permit No: m1980244
• IBM Index Class Name: Permit File
• Doc Date: 9/3/2002
• Doc Name: Phase IV S. Diversion Details
• From: CC & V
• To: DMG
• Media Type: M
• Archive: No

Wf
STRUCTURALS-
-� 1 S FILL
1�
2.5
PREPARED
SUBGRADE�
WC
CHANNEL - - - -
- - VARIES
27 NOMINAL 0 0
1 X12 oz. NON -WOVEN
GEOTEXTILE
1' MIN. GRANULAR J
FILTER LAYER
NOTE:
REFER TO PERIMETER CHANNEL
SCHEDULE FOR DIMENSIONS.
TYPICAL RIPRAP -LINED PERIMETER CHANNEL SECTION
NOT TO SCALE
niv�r�clnnl I`WANNFI SCHEDULE
* CHANNEL WIDTH IS REDUCED FROM 15' TO 12' WITHIN THIS PORTION OF CHANNEL.
** CHANNEL STATIONING REFERENCE - SEE DRAWING 8.
6 IN. (M
Hl
4 IN. WIRE MESH
REINFORCING -
3 IN. MIN. CLEAR
IN. (MIN.)
U H3 (MIN.)
V S7
4 IN. WIRE MESH
REINFORCING -
3 IN. MIN. CLEAR
Tv�G i e nMll pl=TF THRUST BLOCK DIMENSIONS
H4 MIN.)
1 FT. (MI .)
BEGIN
STATION **
END
STATION **
CHANNEL
GRADE
CHANNEL
DEPTH (d)
CHANNEL
WIDTH (WC)
BERM
WIDTH (Wf)
CHANNEL
LINING
RIPRAP
THICKNESS(T)
DETAIL
(THIS SHEET)
MRJ
0 +00.00
4 +16.76
VARIES
NA
NA
NA
60" CSP
NA
NA
4 +16.76
4 +31.76
0.50%
3.5'
15'
20'
TYPE VL
12"
1
D
4 +31.76
23 +60.33
0.50%
35
15'
20'
EARTHEN
NA
2
�
23 +60.33
24 +23.03
3.16%
VARIES
15'
20'
TYPE VL
12"
1
Z
Li 0 w
24 +23.03
25 +78.24
4.09%
NA
NA
NA
3 " -42" CSP
NA
NA
Q cn
z
25 +78.24
26 +09.89
0.25%
5.5'
15' -12'*
40'
TYPE VL
12"
1
of > =
26 +09.89
45 +57.61
0.25%
5.5'
12'
40'
EARTHEN
NA
2
W Q U
45 +57.61
46 +02.64
11.77%
VARIES
12'
40'
TYPE H
36"
1
1.5
46 +02.64
51 +81 .85
VARIES
NA
NA
NA
84" CSP
NA
NA
40 +93
2.0
3.0
2.0
1.0
4.4
3.0
14.9
40.5
38.7
40.6
0 +00.00
40 +00.00
0.87%
2.0'
8'
15'
EARTHEN
NA
2
Z J
0 W
40 +00.00
40 +28.58
10.00%
2.0'
8'
15'
TYPE VL
12"
1
0 w
40 +28.58
40 +92.50
14.85%
NA
NA
NA
36" CSP
NA
NA
a
2 >- =
40 +92.50
44 +35.95
40.47%
NA
NA
NA
36" CSP
NA
NA
U
44 +35.95
44 +53.53
5.69%
NA
NA
NA
36" CSP
NA
NA
* CHANNEL WIDTH IS REDUCED FROM 15' TO 12' WITHIN THIS PORTION OF CHANNEL.
** CHANNEL STATIONING REFERENCE - SEE DRAWING 8.
6 IN. (M
Hl
4 IN. WIRE MESH
REINFORCING -
3 IN. MIN. CLEAR
IN. (MIN.)
U H3 (MIN.)
V S7
4 IN. WIRE MESH
REINFORCING -
3 IN. MIN. CLEAR
Tv�G i e nMll pl=TF THRUST BLOCK DIMENSIONS
H4 MIN.)
1 FT. (MI .)
3
0
N
M
o
a
a Tn
M
M
N �
Q �
N urn
000
D50 DIA
(INCHES)
TYPE VL
�Co
TYPE L
9
o
On"
y
N ?
O
18
2002 RECORD DRAWING
O 3e oL
MRJ
EST.
% N m
©
"°
a�I
U
4/1/02
MRJ
GE
JFL
E°
IF THE ABOVE
BAR DOES
aa�d
z o
NOT SCALE I
INCH THE
EST.
DRAA'ING SCALE
IS ALTERED
D
S1
S2
IN
IN
VOL.
BLOCK
CHANNEL
STATION
ANGLE
ANGLE
CONC.
THRUST
DIVERSION
AT
H1
H2
H3
H4
W
D
2.5
S2
IN
5
V)
BLOCK
CHANNEEL
STATION
(FT)
(FT)
(FT)
(FT)
(FT)
(FT)
(%1)
( %)
PLAN
PI
IPE
(C..Y.Y.
1
PERMANENT
0 +56
2.5
5.0
4.0
1.5
6.3
5.0
19.5
5.0
31.8
32.6
3
2
PERMANENT
1+52
2.5
5.0
4.0
1.5
6.3
5.0
5.0
28.8
31.9
34.0
3
5
TEMPORARY
40 +93
2.0
3.0
2.0
1.0
4.4
3.0
14.9
40.5
38.7
40.6
1.5
6
TEMPORARY
44 +36
2.0
3.5
2.5
1.0
4.4
3.0
40.5
5.7
61.0
60.3
2
3
0
N
M
o
a
a Tn
M
M
N �
Q �
N urn
000
D50 DIA
(INCHES)
TYPE VL
�Co
TYPE L
9
o
On"
y
N ?
O
18
2002 RECORD DRAWING
O 3e oL
MRJ
EST.
% N m
©
"°
a�I
U
4/1/02
MRJ
GE
JFL
E°
IF THE ABOVE
BAR DOES
aa�d
z o
NOT SCALE I
INCH THE
a
°' � � "
DRAA'ING SCALE
IS ALTERED
D
S1
S2
TYPE 1 THRUST BLOCK DETAIL
NOT TO SCALE
ENGINEER'S STAMP I NO. I REVISION DESCRIPTION THIS DRAWIN
LAST is
UNLESS LAST RED
APPROVED
IS HAND
6 IN. (MI
H1
7
15 8
(
1/2" U -B1
5
15
10' MIN.
ORE SETBACK
Wf
2% T)
ORE S- I O O O
O 0 0 STRUCTURALS�
FILL
O 0 O
0 0 0 0 0
0 O 1
2.5
---------- - - - - -- - PREPARED
SUBGRADE
D STEEL
STD STEEL
SAFETY RACK HINGE DETAIL
NOT TO SCALE
4 IN. WIRE MESH a
REINFORCING -
I. (MIN.) 3 IN. MIN. CLEAR
H20
4 IN. WIRE MESH v
REINFORCING - 1 FT. (MIN.)
3 IN. MIN. CLEAR
TVPF 9 C`nWr..RFTF THRUST BLOCK DIMENSIONS
TYPE 2 THRUST BLOCKS DETAIL
NOT TO SCALE
DATE I BY ICHKDIAP'VDI NO. I REVISION DESCRIPTION THIS DRAWING IS NOT APPROVED
UNLESS LAST REVISION IS HAND
D50 DIA
(INCHES)
TYPE VL
6
TYPE L
9
TYPE H
18
2002 RECORD DRAWING
O 3e oL
MRJ
EST.
G
©
"°
REVISED CHANNEL AND THRUST BLOCK SCHEDULES
4/1/02
MRJ
GE
JFL
ANGLE
ANGLE
CONC.
THRUST
DIVERSION
AT
H1
H2
W
D
S1
S2
IN
IN
VOL.
BLOCK
CHANNEL
STATION
(FT)
(FT)
(FT)
(FT)
( %)
( %)
PLAN
PIPE
(C.Y.)
3
PERMANENT
3 +83
2.5
1.5
5.6
5
28.8
5.0
0.0
13.2
1.5
4
PERMANENT
48 +87
3.5
2.5
7.5
7
41.7
16.7
0.0
13.6
3
TYPE 2 THRUST BLOCKS DETAIL
NOT TO SCALE
DATE I BY ICHKDIAP'VDI NO. I REVISION DESCRIPTION THIS DRAWING IS NOT APPROVED
UNLESS LAST REVISION IS HAND
Permit #:19�_ Confidental?: �_a_
Class. Type -Se
From C C To , li I I l�-
Doc. Name. � l S' I InA! r�et"5
Doc. Date (If no date stamp):
CHANNEL
VARIES WITH _
CHANNEL DEPTH
- WC
11 d
2% NOMINAL
ORIGINAL
GROUND
SURFACE
�1
2.5
6" J
LOW PERMEABILITY
NOTE: CHANNEL LINING FILL
REFER TO PERIMETER CHANNEL
SCHEDULE FOR DIMENSIONS.
TVPir_AI FORTH -1 IMP171 PFRIMFTER CHANNEL SECTION
NOT TO SCALE
/2 "x5" BOLTS
L JIV JICLL
PIPE
SAFETY RACK DETAIL
6 L
15 NOT TO SCALE
DATE I BY CHKDIAP'VD
2.5" x 1 /4"
STRAP
NOTE: ALL METAL
WORK SHALL
BE GALVANIZED
RIPRAP SIZE SCHEDULE
RIPRAP
DESIGNATION
D50 DIA
(INCHES)
TYPE VL
6
TYPE L
9
TYPE H
18
2002 RECORD DRAWING
O 3e oL
MRJ
G
©
"°
REVISED CHANNEL AND THRUST BLOCK SCHEDULES
4/1/02
MRJ
GE
JFL
-- 27' '
REVISED CHANNEL SCHEDULE
7/26/01
MRJ
GE
JFL
®
REVISED CHANNEL SCHEDULE
7/10/01
GSL
GE
JFL
i')rrL- E'��o
REVISED, RE- ISSUED FOR CONSTRUCTION
2/16/01
SFD
GE
JFL
/i''11j16ttl\
REVISED CHANNEL SCH., RE-ISSUED FOR CONSTRUCTION
7/10/00
SFD
GE
JFL
1
0
6/9/00
MRJ
JMJ
JFL
00
ISSUED FOR CONSTRUCTION
5/25/00
RB
GE
GE
ISSUED DRAFT
Permit #:19�_ Confidental?: �_a_
Class. Type -Se
From C C To , li I I l�-
Doc. Name. � l S' I InA! r�et"5
Doc. Date (If no date stamp):
CHANNEL
VARIES WITH _
CHANNEL DEPTH
- WC
11 d
2% NOMINAL
ORIGINAL
GROUND
SURFACE
�1
2.5
6" J
LOW PERMEABILITY
NOTE: CHANNEL LINING FILL
REFER TO PERIMETER CHANNEL
SCHEDULE FOR DIMENSIONS.
TVPir_AI FORTH -1 IMP171 PFRIMFTER CHANNEL SECTION
NOT TO SCALE
/2 "x5" BOLTS
L JIV JICLL
PIPE
SAFETY RACK DETAIL
6 L
15 NOT TO SCALE
DATE I BY CHKDIAP'VD
2.5" x 1 /4"
STRAP
NOTE: ALL METAL
WORK SHALL
BE GALVANIZED
RIPRAP SIZE SCHEDULE
RIPRAP
DESIGNATION
D50 DIA
(INCHES)
TYPE VL
6
TYPE L
9
TYPE H
18
7
15
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
{ 7 7 WITH SQUARE NUT
1.5" STD
1.5" STEEL
PIPE
3„ L 6" x 4" x 3/8" x 6"
- - LONG
4.5 1 /2" U -BOLT
HINGE SECTION DETAIL
NOT TO SCALE
T -�
2' MIN. COVER (NOTE 1) (NOTE 1)
1
1
CULVERT SIZE VARIES 1
T
3.5' MAX 1
NOTE: 6 "MIN.
1. SIDESLOPE TO BE APPROVED BY
ENGINEER, BASED ON CONDITIONS y f1.0' MIN.
ENCOUNTERED IN FIELD. 1 TYP.
2. DISTANCE BETWEEN MULTIPLE 42"0 CSP
SHALL BE A MINIMUM OF 21".
EXISTING GROUND SURFACE
�- BACKFILL WITH NATIVE MATERIAL
(COMPACTED PER SPECIFICATIONS)
PIPE BEDDING MATERIAL
(COMPACTED PER SPECIFICATIONS)
NATURAL GROUND-_
PIPE BEDDING MATERIAL
8 CULVERT TRENCH DETAIL
15 NOT TO SCALE
CLIENT DATE
PRINT ISSUE RECORD TITLE
RECEIVED
SEP 0 3 2002
Il l K M(aerals and Geology
!&vC:Cripple Creek & Victor Gold Mining Company
l Cresson Project
A Joint Venture - AngloGold (Colorado) Corp., Manager
PHASE IV
SURFACE WATER DIVERSION DETAILS, SHEET 1 OF 2
DRAWN GSL DATE MAY, 2000
CHECKED GE JOB No. 003 -2142
REVIEW GE D[crrAL No. D037
Dl=tes APPROVED JFL
SCALE AS SHOWN D °c ! Rte' /! //(_j� \\
44 UNION BLVD. , SUITE 900, LAKEWOOD. COLORADO 80228 PRE NO. 2142D037 15
n„..... /nn0 \non -nF I1\ L•1Y. /"/19 \ONS_911N11