2014-02-07_REPORT - M1980244 ‎(3)‎

• Permit No: M1980244
• IBM Index Class Name: REPORT
• Doc Date: 2/7/2014
• Doc Name: Final Report Quality Assurance Monitoring & Test Results
• From: CC&V
• To: DRMS
• Email Name: TC1
• Media Type: D
• Archive: No

fli
PROPOSED FOOTING
LOCATIONS (TYP) \
N ♦6,800
T i
EXISTING CONDITIONS
20 0 20 40 FT
T
r
J
i
J
i
N 48,600
'f
W
E
l
W
PROPOSED FOOTING
LOCATIONS (TYP) I
I
/ ANCHOR TRENCH —j
SEE DETAIL
I �1
I1
\\ GEOMEMBRANE LINER
�\ MAY EXIST
(SEE NOTE 1)
IG ACID — ' /
kLIZATION TAY,
,RK REQUIRED. \/
n
INSTALL PVC PIPE EXTENSION
_ -_ (BY OTHERS) / �►
INSTALL PIPE �B00T AS /
NECESSARY. SEE DETAIL /
TRANS�fION TO
EXISTING LINER \ 1
SEE DETAIL /
e ♦1
1 0 CH TRENCk -- %- INTERCEPT EXISTING PVC PIPE
SEtDETAIL (BY OTHERS)
I
ANCHOR GEOMEM E
TO CONCRETE WING W
e SEE DEi L \ / ANCHOR GEOMEMBRANE
® TO CONCRETE WING —WALL
SEE DETAIL 8
EXTEND GEOMEMBRANE � � 120
TO E OF SLAB
10 I
— —� G
C
F_ Al 1.�o I 11
LIMITS OF LINER GEOCOMPOSRE LINER
DETENTION SEE DETAIL
GEOMEMBRANE LAYOUT
20 0 20 40 FT
ANCHOR TRENCH
Stt DETAIL
LEGEND:
EXISTING GROUND SURFACE CONTOUR EL. FEET
i — APPROXIMATE LOCATION OF EXISTING LINER TERMINATION
-- EXISTING PVC PIPE
-- -- PVC PIPE EXTENSION (BY OTHERS)
LIMITS OF LINER EXTENSION (APPROXIMATELY 8.000 sq. k.)
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 GEOCOMPOSTTE 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 UNER.
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.
W W
PROPOSED FOOTING
LOCATIONS (TYP) \
N ♦6,800
T i
EXISTING CONDITIONS
20 0 20 40 FT
T
r
J
i
J
i
N 48,600
'f
W
E
l
W
PROPOSED FOOTING
LOCATIONS (TYP) I
I
/ ANCHOR TRENCH —j
SEE DETAIL
I �1
I1
\\ GEOMEMBRANE LINER
�\ MAY EXIST
(SEE NOTE 1)
IG ACID — ' /
kLIZATION TAY,
,RK REQUIRED. \/
n
INSTALL PVC PIPE EXTENSION
_ -_ (BY OTHERS) / �►
INSTALL PIPE �B00T AS /
NECESSARY. SEE DETAIL /
TRANS�fION TO
EXISTING LINER \ 1
SEE DETAIL /
e ♦1
1 0 CH TRENCk -- %- INTERCEPT EXISTING PVC PIPE
SEtDETAIL (BY OTHERS)
I
ANCHOR GEOMEM E
TO CONCRETE WING W
e SEE DEi L \ / ANCHOR GEOMEMBRANE
® TO CONCRETE WING —WALL
SEE DETAIL 8
EXTEND GEOMEMBRANE � � 120
TO E OF SLAB
10 I
— —� G
C
F_ Al 1.�o I 11
LIMITS OF LINER GEOCOMPOSRE LINER
DETENTION SEE DETAIL
GEOMEMBRANE LAYOUT
20 0 20 40 FT
ANCHOR TRENCH
Stt DETAIL
LEGEND:
EXISTING GROUND SURFACE CONTOUR EL. FEET
i — APPROXIMATE LOCATION OF EXISTING LINER TERMINATION
-- EXISTING PVC PIPE
-- -- PVC PIPE EXTENSION (BY OTHERS)
LIMITS OF LINER EXTENSION (APPROXIMATELY 8.000 sq. k.)
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 GEOCOMPOSTTE 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 UNER.
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.