2013-09-18_REVISION - M1980244 ‎(3)‎

• Permit No: M1980244
• IBM Index Class Name: REVISION
• Doc Date: 9/18/2013
• Doc Name: TR Request
• From: CC&V
• To: DRMS
• Type & Sequence: TR68
• Media Type: D
• Archive: No

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EXISTING CONDITIONS
20 0 20 40 FT
1 \
PROPOSED FOOTING
LOCA
/ '' / i �� - •� �I �," SEE I LINERS..
A0.
.1NTERCE NO PVC Pl�r ..
SEAIL- _ _ 6YOTHERS I -
/
ANCHOR GEOMEMB E -
// TO CONCRETE WING WALL �"'- ' ---- --
'�� SEE DET L \.\ / 7� ----__ E.
CONCRETE­
A120 1 ���. �. _ SEE AI
N18, :/ / EXTEND CE OMEMBRANE - y
TO EDGE OF SLAB _
-- APPROXI T �. OCATIOIV-
EXISTING LI R,TERMINATION
(SEE NOTE 1)
G
CNOR - a 1io ( /
/ -_- ANCHOR ENCH \'i
! S � -- SLL',DETAIL 1
E� 1 12
GEOCOMPOSITE LINER I
LIMITS OF DETENTION LINER SEE DETAIL 5 A
I I �x1 ��1 ���� r 13 12D
t1
III 1 A 0-
GEOMEMBRANE LAYOUT
20 0 20 40 FT
a
0
v
I
J
n
n
LEGEND:
EXISTING GROUND SURFACE CONTOUR EL, FEET
APPROXIMATE LOCATION OF EXISTING LINER TERMINATION
i — - � EXISTING PVC PIPE
— — PVC PIPE EXTENSION (BY OTHERS)
LIMITS OF LINER EXTENSION (APPROXIMATELY 8,000 sq. ft.)
NOTES:
1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY THE LOCATION OF THE
EXISTING LINER TERMINATION.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES PRIOR TO
CONSTRUCTION.
3. CONTRACTOR SHALL CLEAR ALL VEGETATION FROM WITHIN THE LINER EXTENSION
LIMITS PRIOR TO INSTALLING THE GEOCOMPOSITE LINER.
4. CONTRACTOR SHALL GRADE THE AREA WITHIN THE LINER EXTENSION LIMITS SUCH
THAT THE DISTANCE FROM THE BOTTOM OF THE PROPOSED FOOTING(S) IS /ARE
NO LESS THAN 12 INCHES FROM THE TOP OF THE GEOMEMBRANE LINER.
5. SURFACE UPON WHICH THE GEOCOMPOSITE LINER WILL BE INSTALLED, SHALL BE
RELATIVELY SMOOTH AND COMPACTED AND FREE OF OBJECTS THAT MAY DAMAGE
THE LINER, AS APPROVED BY THE CQA ENGINEER.
6. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY LOCATION OF EXISTING PVC
PIPE AND SUMP.
` s�s65 0 "
Z'Slorvat4o
CRIPPLE CREEK & VICTOR GOLD MINING COMPANY
PROJECT
PROCESS SOLUTION ENHANCEMENT SYSTEM
TITLE
os /DG /,3 CHANCES PER DRMS MEN PSES PIPE RACK LINER
RE— ISSUED FOR CONSTRUCTION EXTENSION LAYOUT
0 08/28/13 ISSUED FOR CONSTRUCTION MEN
CAS
DISCLAIMER DESIGNED BY CAS CHECKED BY MEN
AMEC PRODUCED THE INFORMATION PRESENTED ON THIS DRAWING THROUGH THE
USE OF TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE SPECIFIC TO ITS DRAWN BY I CAS APPROVED BY MEN
EFFORTS. RECEIVING THIS DRAWING DOES NOT GUARANTEE ANY RIGHTS TO SUCH
TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE. ANY ALTERATION OR FILENAME DRAWING No REV AT U
SOLE RISKNAND WITHOUT A ANY LIABILITY OR F LEGAL RESPONSIBILITY OE AMECSER'S 1550 —Al 00 Al 00 1 ame
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IPE
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(SEE NOTE 1 yii �'-�"
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SLAB �� c — 4`
° EXISTING ATION
a NEUTRALIZATION
� NO WORK
GEOMEMSRANE LINER
MAY EXIST 1
�� (SEE NOTE 1) `4
-.
T
REQUIRED,
LAB
EXISTING CONDITIONS
20 0 20 40 FT
1 \
PROPOSED FOOTING
LOCA
/ '' / i �� - •� �I �," SEE I LINERS..
A0.
.1NTERCE NO PVC Pl�r ..
SEAIL- _ _ 6YOTHERS I -
/
ANCHOR GEOMEMB E -
// TO CONCRETE WING WALL �"'- ' ---- --
'�� SEE DET L \.\ / 7� ----__ E.
CONCRETE­
A120 1 ���. �. _ SEE AI
N18, :/ / EXTEND CE OMEMBRANE - y
TO EDGE OF SLAB _
-- APPROXI T �. OCATIOIV-
EXISTING LI R,TERMINATION
(SEE NOTE 1)
G
CNOR - a 1io ( /
/ -_- ANCHOR ENCH \'i
! S � -- SLL',DETAIL 1
E� 1 12
GEOCOMPOSITE LINER I
LIMITS OF DETENTION LINER SEE DETAIL 5 A
I I �x1 ��1 ���� r 13 12D
t1
III 1 A 0-
GEOMEMBRANE LAYOUT
20 0 20 40 FT
a
0
v
I
J
n
n
LEGEND:
EXISTING GROUND SURFACE CONTOUR EL, FEET
APPROXIMATE LOCATION OF EXISTING LINER TERMINATION
i — - � EXISTING PVC PIPE
— — PVC PIPE EXTENSION (BY OTHERS)
LIMITS OF LINER EXTENSION (APPROXIMATELY 8,000 sq. ft.)
NOTES:
1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY THE LOCATION OF THE
EXISTING LINER TERMINATION.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES PRIOR TO
CONSTRUCTION.
3. CONTRACTOR SHALL CLEAR ALL VEGETATION FROM WITHIN THE LINER EXTENSION
LIMITS PRIOR TO INSTALLING THE GEOCOMPOSITE LINER.
4. CONTRACTOR SHALL GRADE THE AREA WITHIN THE LINER EXTENSION LIMITS SUCH
THAT THE DISTANCE FROM THE BOTTOM OF THE PROPOSED FOOTING(S) IS /ARE
NO LESS THAN 12 INCHES FROM THE TOP OF THE GEOMEMBRANE LINER.
5. SURFACE UPON WHICH THE GEOCOMPOSITE LINER WILL BE INSTALLED, SHALL BE
RELATIVELY SMOOTH AND COMPACTED AND FREE OF OBJECTS THAT MAY DAMAGE
THE LINER, AS APPROVED BY THE CQA ENGINEER.
6. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY LOCATION OF EXISTING PVC
PIPE AND SUMP.
` s�s65 0 "
Z'Slorvat4o
CRIPPLE CREEK & VICTOR GOLD MINING COMPANY
PROJECT
PROCESS SOLUTION ENHANCEMENT SYSTEM
TITLE
os /DG /,3 CHANCES PER DRMS MEN PSES PIPE RACK LINER
RE— ISSUED FOR CONSTRUCTION EXTENSION LAYOUT
0 08/28/13 ISSUED FOR CONSTRUCTION MEN
CAS
DISCLAIMER DESIGNED BY CAS CHECKED BY MEN
AMEC PRODUCED THE INFORMATION PRESENTED ON THIS DRAWING THROUGH THE
USE OF TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE SPECIFIC TO ITS DRAWN BY I CAS APPROVED BY MEN
EFFORTS. RECEIVING THIS DRAWING DOES NOT GUARANTEE ANY RIGHTS TO SUCH
TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE. ANY ALTERATION OR FILENAME DRAWING No REV AT U
SOLE RISKNAND WITHOUT A ANY LIABILITY OR F LEGAL RESPONSIBILITY OE AMECSER'S 1550 —Al 00 Al 00 1 ame