1994-02-04_REVISION - M1977211 ‎(3)‎

• Permit No: M1977211
• IBM Index Class Name: Revision
• Doc Date: 2/4/1994
• Doc Name: CONCEPTURAL MASTER DRAINAGE PLAN STOCKPILE AREA DETAILS
• Type & Sequence: TR7
• Media Type: M
• Archive: No

CONCRETE ENTRANCE
HEADWALL /WIN6WALL
GRADE TO
2:1 MAX.
SLOPE
I'
EX. 1:1
(TYP)
PLAN VIEW
go
4
I
450 WIN6WALL
_ U
F- w
p Q
REGRADE 51DE SLOPE
APPROX. 60 L.F. TO POND 512 2:1 (TYP)
TOP OF BANK INSTALL MOD. TYPE H RIPRAP
ON 511;)E SLOPES AND BOTTOM
FOR 50 FEET (MIN) DOWNSTREAM
SEE PLAN SH. 2
WIDTH VARIES 4' -6' F
EX. 54"
TOE OF BANK GSP
10' MIN. EX. DRAINAGE 5WALE 4
AV6. WIDTH RIPRAP
PLAN VIEW
100 YR STORM = 165 cf5
10 YR STORM = -75 cf5
I
TOP OF SLOPE EX. GRADE
' -0" TYP. RE6RADE SIDE SLOPES
4 S
I F TO MAX 2:1 SLOPE
TYP.
1' -0" "V" NOTCH DITCH
TO CONVEY 5ILT/RUNOFF
TO OUTFALL PIPE
I
GRADE EX. GROUND SURFACE
AT 2% SLOPE (TYP.)
TO SHEET FLOW TO RIPRAPPED
5WALE ON BOTH SIDES OF BA51N
2 -0
-X. GRADE / SLOPE
BOTTOM — —
_ — — — EXCAVATE SILTATION DEPRESSION
31 Oil
MOD. TYPE H RIPRAP ' PROPOSED GRADE
rt CROSS - SECTION VIEW
STOCKPILE AREA COLLECTION BASIN
SCALE I " =4' -O'
4
\­ EX. CHANNEL BOTTOM
(RIPRAP TO REMAIN)
RIPRAP 2' ABOVE
BOTTOM OF CHANNEL
Ct CROSS - SECTION VIEW
161,
- 12" TYPE 11 BEDDING
EX. 54"
� GSP
- — rt-
PROVIDE ADDITIONAL
RIPRAP FOR OUTLET
PROTECTION, BOTH 51DES
OF PIPE FOR, EX.
OUTFALL LENGTH
EMBED 16" AND BED
WITH 12" THICK LAYER
TYPE II BEDDING
STOCKPILE AREA DISCHARGE OUTFALL @512
NOT TO 5C ALE
th
U
Pertnil Number , Pkevrew- r Zd4rry
Class: ❑Pemit
Section /E i_bit'
! Class: /eviL- _._._._._._._._._._. _._._._.- ._.- ._._._._._._._._., ir
Type,Seq_ - - -_- Tectinr -?[ �;o-- ---- - -T2 -a FEB - 4 1994
Class: O Report O Oa
Hydro eneral
Doc Type:
OApplication (Coal only) O Bond O Enforcement O Inspection
FPIK Q.UARRY�
RMA t MR&ROL OIN FLi%N
DATE. SCALE:
- _ TUTTLE APPLEGATE, INC. 'JOB N0:/93 I " =20'
— = Consultants for Land and Resource Development
93 -0IPO
11990 Grant Street, Suite 410 DRAWN BY, SHEET
Denver, Colorado 60233 TPY/LLD
[phone] CHECKED BY- OF 03
20026
SH5.DWG
TOP OF SLOPE
U GRADE EX. SIDE SLOPE
p (Y TO 2:1 MAX. SLOPE
TYP
K j (TYP)
5- f
I
EX. CHANNEL BOTTOM
m WIDTH VARIES
EX. 54,
it
GSP
I _
I
5YM
\ I
1 SILTATION DEPRESSION -
REMOVE GSP
—
MAINTAIN AFTER EACH
END SECTION 2' -0"
�,
l �-� MAJOR RAINFALL EVENT
CONCRETE ENTRANCE
HEADWALL /WIN6WALL
GRADE TO
2:1 MAX.
SLOPE
I'
EX. 1:1
(TYP)
PLAN VIEW
go
4
I
450 WIN6WALL
_ U
F- w
p Q
REGRADE 51DE SLOPE
APPROX. 60 L.F. TO POND 512 2:1 (TYP)
TOP OF BANK INSTALL MOD. TYPE H RIPRAP
ON 511;)E SLOPES AND BOTTOM
FOR 50 FEET (MIN) DOWNSTREAM
SEE PLAN SH. 2
WIDTH VARIES 4' -6' F
EX. 54"
TOE OF BANK GSP
10' MIN. EX. DRAINAGE 5WALE 4
AV6. WIDTH RIPRAP
PLAN VIEW
100 YR STORM = 165 cf5
10 YR STORM = -75 cf5
I
TOP OF SLOPE EX. GRADE
' -0" TYP. RE6RADE SIDE SLOPES
4 S
I F TO MAX 2:1 SLOPE
TYP.
1' -0" "V" NOTCH DITCH
TO CONVEY 5ILT/RUNOFF
TO OUTFALL PIPE
I
GRADE EX. GROUND SURFACE
AT 2% SLOPE (TYP.)
TO SHEET FLOW TO RIPRAPPED
5WALE ON BOTH SIDES OF BA51N
2 -0
-X. GRADE / SLOPE
BOTTOM — —
_ — — — EXCAVATE SILTATION DEPRESSION
31 Oil
MOD. TYPE H RIPRAP ' PROPOSED GRADE
rt CROSS - SECTION VIEW
STOCKPILE AREA COLLECTION BASIN
SCALE I " =4' -O'
4
\­ EX. CHANNEL BOTTOM
(RIPRAP TO REMAIN)
RIPRAP 2' ABOVE
BOTTOM OF CHANNEL
Ct CROSS - SECTION VIEW
161,
- 12" TYPE 11 BEDDING
EX. 54"
� GSP
- — rt-
PROVIDE ADDITIONAL
RIPRAP FOR OUTLET
PROTECTION, BOTH 51DES
OF PIPE FOR, EX.
OUTFALL LENGTH
EMBED 16" AND BED
WITH 12" THICK LAYER
TYPE II BEDDING
STOCKPILE AREA DISCHARGE OUTFALL @512
NOT TO 5C ALE
th
U
Pertnil Number , Pkevrew- r Zd4rry
Class: ❑Pemit
Section /E i_bit'
! Class: /eviL- _._._._._._._._._._. _._._._.- ._.- ._._._._._._._._., ir
Type,Seq_ - - -_- Tectinr -?[ �;o-- ---- - -T2 -a FEB - 4 1994
Class: O Report O Oa
Hydro eneral
Doc Type:
OApplication (Coal only) O Bond O Enforcement O Inspection
FPIK Q.UARRY�
RMA t MR&ROL OIN FLi%N
DATE. SCALE:
- _ TUTTLE APPLEGATE, INC. 'JOB N0:/93 I " =20'
— = Consultants for Land and Resource Development
93 -0IPO
11990 Grant Street, Suite 410 DRAWN BY, SHEET
Denver, Colorado 60233 TPY/LLD
[phone] CHECKED BY- OF 03
20026
SH5.DWG