1999-04-15_REVISION - M1980244 ‎(11)‎

• Permit No: M1980244
• IBM Index Class Name: Revision
• Doc Date: 4/15/1999
• Doc Name: PHASE III SHEET 3 OF 3
• Type & Sequence: TR29
• Media Type: M
• Archive: No

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1 DIVERSION CHANNEL PLAN VIEW
17 Scale in Feet
0 25 50 100
1" = 50 feet
9400
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28 +00
7
29 +00
ENGINEER'S STAMP
10 1; i
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IF THE ABOVE BAR DOES
NOT SCALE I INCH THE
DRAWING SCALE IS ALTERED
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2 DIVERSION CHANNEL PROFILE 11\12\
17 ca e m Feet
0 25 50 100
1" = 50 feet
NO. REVISION DESCRIPTION THIS DRAWING IS NOT APPROVED DATE I BY CHKD AP'VD NO. REVISION DESCRIPTION THIS DRAWING IS NOT APPROVED DATE BY CHKD AP'VD
UNLESS LAST REVISION IS RAND WRITTEN UNLESS LAST REVISION IS HAND WRITTEN
REVISED ISSUE FOR CONSTRUCTION
REVISED ISSUE FOR CONSTRUCTION
ISSUED FOR CONSTRUCTION
ISSUED FOR FINAL DESIGN
ISSUED FOR DRAFT DESIGN REPORT
12/16/98 TAC I MLJ MLJ
11/13/98 RH MLJ MW
7/8/98 TAC TAC RH
6/12/98 TAC TAC MLJ
-I DATE
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1. BASE TOPOGRAPHY PROVIDED BY WESTERN STATES SURVEYING INC. TOPOGRAPHY PRESENTED ON
5' CONTOUR INTERVAL WAS GENERATED FROM FEBRUARY 1998 SURVEY, WHILE TOPOGRAPHY ILLUSTRATED
ON A 2' CONTOUR INTERVAL WAS GENERATED FROM A SEPTEMBER 1998 SURVEY.
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GRADE ELEVATIONS. CSP INVERT ELEVATIONS TO BE DETERMINED IN THE FIELD PER NOTES 4 -7.
3. ALL GRADES INDICATE FINAL CONSTRUCTION GRADES (i.e. TOP OF RIPRAP), UNLESS OTHERWISE NOTED.
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4. 2' MINIMUM COVER REQUIRED FOR CSP. (REFER TO DETAIL 3 ON SHEET 21.)
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9600 v
5. MINIMUM SLOPE FOR 78" CSP IS 27..
6. MINIMUM SLOPE FOR 48" CSP IS 20%.
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7. AIR VENTS REQUIRED AT BEGINNING AND END OF ECCENTRIC REDUCER AND AT BEGINNING OF GRAgEc 1
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LESS THAN 20% FOR 48" DIA. CSP. (REFER TO DETAIL 3 ON SHEET 21.)
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8. CONCRETE THRUST BLOCKS REQUIRED FOR GRADE CHANGES GREATER THAN +5 DEGREES. APR 15
9600
9550
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40'. TRANSITION SHALL BE APPROVED BY ENGINEER, AND SHALL NOT BE OBTAINED THROUGH THE USE
OF A BULKHEAD OR OTHER NON- GRADUAL REDUCING DEVICE.
10. FINAL ALIGNMENT AND PROFILE OF PERIMETER ACCESS ROAD TO BE FIELD FIT DEPENDING ON SITE
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11. SIDE SLOPES TO BE NO STEEPER THAN 0.5H:1V IN BEDROCK AND 1.5H:1V IN SOILS, AS APPROVED BY
THE ENGINEER, BASED UPON SITE SPECIFIC CONDITIONS ENCOUNTERED IN THE FIELD.
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FINISHED GRADE
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9450
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9400
9350
28 +00
7
29 +00
ENGINEER'S STAMP
10 1; i
N
IF THE ABOVE BAR DOES
NOT SCALE I INCH THE
DRAWING SCALE IS ALTERED
M
O
t
to
T
30 +00 31 +00 32 +00 33 +00 34 +00 35 +00 36 +00 37 +00
2 DIVERSION CHANNEL PROFILE 11\12\
17 ca e m Feet
0 25 50 100
1" = 50 feet
NO. REVISION DESCRIPTION THIS DRAWING IS NOT APPROVED DATE I BY CHKD AP'VD NO. REVISION DESCRIPTION THIS DRAWING IS NOT APPROVED DATE BY CHKD AP'VD
UNLESS LAST REVISION IS RAND WRITTEN UNLESS LAST REVISION IS HAND WRITTEN
REVISED ISSUE FOR CONSTRUCTION
REVISED ISSUE FOR CONSTRUCTION
ISSUED FOR CONSTRUCTION
ISSUED FOR FINAL DESIGN
ISSUED FOR DRAFT DESIGN REPORT
12/16/98 TAC I MLJ MLJ
11/13/98 RH MLJ MW
7/8/98 TAC TAC RH
6/12/98 TAC TAC MLJ
-I DATE
381 +00 39 +00
CLIENT DATE
PRINT ISSUE RECORD
1 9350
40 +00
Permit Number #: M -1980 -244
Class: Revisions
Type & Sequence:TR -029
I I I I I I I I I I I I I I I 1 1111111111111111111
19622
nacv Cripplle Creek & Victor Gold Mining Company
Cresson Project
A Joint Venture - Pikes Peak Mining Company, Manager
rrrcR
PHASE a
SURFACE WATER DIVERSION PLAN & PROFILE - SHEET 3 OF 3
DRAWN MRJ DATE MAY 1998
CIIECEED JOB N0.
TAC 993 -2022
R]"ll MLJ DIGITAL NO. D005
APPROVED MLJ
sl DOG / REV
200 UNION BLVD. , SUITE 500, LAKEWOOD, COLORADO 80228 FILE No. Q
PRONE: (303 )900-0540 FAIL 1303 1005-81111111111) 2022DO05 17
NOTES:
1. BASE TOPOGRAPHY PROVIDED BY WESTERN STATES SURVEYING INC. TOPOGRAPHY PRESENTED ON
5' CONTOUR INTERVAL WAS GENERATED FROM FEBRUARY 1998 SURVEY, WHILE TOPOGRAPHY ILLUSTRATED
ON A 2' CONTOUR INTERVAL WAS GENERATED FROM A SEPTEMBER 1998 SURVEY.
2. ELEVATION TO THE LEFT OF STATION IDENTIFICATION REFERS TO GROUND SURFACE ELEVATION
9650
ALONG THE ALIGNMENT CENTERLINE. ELEVATIONS TO THE RIGHT OF STATION ID REFERS TO FINISHED
GRADE ELEVATIONS. CSP INVERT ELEVATIONS TO BE DETERMINED IN THE FIELD PER NOTES 4 -7.
3. ALL GRADES INDICATE FINAL CONSTRUCTION GRADES (i.e. TOP OF RIPRAP), UNLESS OTHERWISE NOTED.
UJ
4. 2' MINIMUM COVER REQUIRED FOR CSP. (REFER TO DETAIL 3 ON SHEET 21.)
9600 v
5. MINIMUM SLOPE FOR 78" CSP IS 27..
6. MINIMUM SLOPE FOR 48" CSP IS 20%.
a
7. AIR VENTS REQUIRED AT BEGINNING AND END OF ECCENTRIC REDUCER AND AT BEGINNING OF GRAgEc 1
r
Li
LESS THAN 20% FOR 48" DIA. CSP. (REFER TO DETAIL 3 ON SHEET 21.)
w
8. CONCRETE THRUST BLOCKS REQUIRED FOR GRADE CHANGES GREATER THAN +5 DEGREES. APR 15
9�
9550
SEE DETAIL 2 ON SHEET 21.
9. ECCENTRIC REDUCER SHALL REDUCE PIPE DIAMETER FROM 78" DIA. TO 48" DIA. OVER NO LESS T14AAMIneral0u.
40'. TRANSITION SHALL BE APPROVED BY ENGINEER, AND SHALL NOT BE OBTAINED THROUGH THE USE
OF A BULKHEAD OR OTHER NON- GRADUAL REDUCING DEVICE.
10. FINAL ALIGNMENT AND PROFILE OF PERIMETER ACCESS ROAD TO BE FIELD FIT DEPENDING ON SITE
9500
SPECIFIC CONDITIONS AND MATERIALS ENCOUNTERED.
11. SIDE SLOPES TO BE NO STEEPER THAN 0.5H:1V IN BEDROCK AND 1.5H:1V IN SOILS, AS APPROVED BY
THE ENGINEER, BASED UPON SITE SPECIFIC CONDITIONS ENCOUNTERED IN THE FIELD.
_
93 _
9450 W
01)
w
rl
Z^
z
N
O
-4.7t I~n
w
Q
9400 I?
J
_
to
W
381 +00 39 +00
CLIENT DATE
PRINT ISSUE RECORD
1 9350
40 +00
Permit Number #: M -1980 -244
Class: Revisions
Type & Sequence:TR -029
I I I I I I I I I I I I I I I 1 1111111111111111111
19622
nacv Cripplle Creek & Victor Gold Mining Company
Cresson Project
A Joint Venture - Pikes Peak Mining Company, Manager
rrrcR
PHASE a
SURFACE WATER DIVERSION PLAN & PROFILE - SHEET 3 OF 3
DRAWN MRJ DATE MAY 1998
CIIECEED JOB N0.
TAC 993 -2022
R]"ll MLJ DIGITAL NO. D005
APPROVED MLJ
sl DOG / REV
200 UNION BLVD. , SUITE 500, LAKEWOOD, COLORADO 80228 FILE No. Q
PRONE: (303 )900-0540 FAIL 1303 1005-81111111111) 2022DO05 17