2003-03-31_REVISION - m1977344 ‎(10)‎

• Permit No: m1977344
• IBM Index Class Name: Revision
• Doc Date: 3/31/2003
• Doc Name: Bear Creek Relocation Details Exhibit C-9
• From: Holcim US Inc
• To: DMG
• Type & Sequence: AM1
• Media Type: M
• Archive: No

NOTES:
.ROCK RIPRAP (D50 = 36 ")1
)0 YEAR \
IODPLAIN
EVATION z `.:�.:u 1
r
RIPRAP DOWNCHUTE
(STA. 10 +00 TO 13 +38) SCALE: 1 " =10' 9
1. PLACE RIPRAP ALONG EXISTING CHANNEL. EXISTING CHANNEL DIMENSIONS WILL VARY.
EXISTING GROUND SURFACE
- MINIMUM CHANNEL DIMENSION
a
24
3
1
-- - -- ---
`LIMIT OF OVER - EXCAVATION
(SEE NOTE 1)
TYPE A CHANNEL TYPICAL SECTION 3
(STA. 16 +57 TO 29 +00) SCALE: 1 " =10' HORIZ. 1 " =5' VERT. 9
NOTES:
1. CHANNEL TO BE OVER — EXCAVATED BEYOND MINIMUM CHANNEL DIMENSICNS. LIMITS OF
OVER— EXCAVATION TO BE DETERMINED DURING CONSTRUCTION.
RESTORE ROAD SURFACE TO PREVIOUS GRADE
COMPACTED SOIL BERM
5
- - EXISTING ROAD SURFACE I^
- - --- - - - - --
EXISTING GROUND SURFACE (SEE NOTE 2) �-7
i
w!
>i
0;
0.
Zi
�i
COMPACTED SAND•
CULVERT BEDDING -
48" DIA. CMP J N
-BACKFILL WITH
1 MODERATELY COMPACTED
—J CRUSHED STONE
1
CHANNEL DIMENSION rn -
M
1
10�
1
10
LIMIT OF OVER - EXCAVATION
(SEE NOTE 1)
PROPOSED ROAD CROSSING 2 TYPE B CHANNEL TYPICAL SECTION
(STA. 13 +38 TO 16 +57) SCALE: 1 " =10' 9 —
(STA. 29 +00 TO 105 +76) SCALE: 1 " =10' HORIZ. 1 " =5' VERT.
NOTES:
1. CHANNEL TO BE OVER— EXCAVATED BEYOND MINIMUM CHANNEL DIMENSIONS. LIMITS OF
OVER — EXCAVATION TO BE DETERMINED DURING CONSTRUCTION.
2. COMPACTED SOIL BERM AND KEY TO BE CONSTRUCTED ONLY AT STATIONS LISTED.
X: 2545OX00. D WG
L ON = *, OFF- *REF*
P' PACESFT /PLT -DL
03/25/03 ANN- 85 -ALY
25450002/25450009.DWG
1
1
w l
fL
1 L\ '
5'
4
9
- COMPACTED SOIL BERM AND KEY
TO BE CONSTRUCTED AT STATIONS:
42 +50 TO 44 +57 RIGHT
3 51 +55 TO 52 +88 RIGHT
59 +85 TO 62 +60 RIGHT
87 +75 TO 73 +18 RIGHT
101 +26 TO 105 +76 RIGHT
COMPACTED SOIL KEY
(SEE NOTE 2)
Permit� , f (a „
j� �_ 3y � Confidental')
Class e,,._
From. Type -Se q & 1 -1
DOG. Name.:& &.�ti k der- III Fr 1"LL
Doc. Date (if no date stamp):_ _� z ��