PERMFILE106476

• Permit No: M2004009
• IBM Index Class Name: Permit File
• Doc Date: 5/6/2004
• Doc Name: Low Water Crossing
• From: WSI Weiland
• To: DMG
• Media Type: M
• Archive: No

0' 20 40 50 60
SCALE: 1"= 20
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2H:1V SIDE SLOPES
RIPRAP DOWNSTREAM FACE
O
D50= 18"
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!
2H:1V SIDE SLOPES ;
- RIPRAP DOWNSTREAM FACE,/
REGRADE UPSTREAM RIVER BED \
TO CREATE SMOOTH TRANSITION
6 -48 "0 HDPE
(ADS N -12 OR EQUIVALENT)-/
PLAN
LOW WATER CROSSING
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111 �r 11
/1 I�I�III
I, I, 111
I V I I I
Q III 111
1'11111
1 1
BOULDER
CREEK
1;;(111
REGRADE DOWNSTREAM
't— CHANNrEL TO MATCH
EXISTING GROUND
1.5 PIPE
J SPACING (MIN)
I 1
v ro
A
4945: ---- - ----------- --- -- -- -- - -- --------- - - - - -- -- --------------- - --- -- - - - - -- -
-: 4945
PROPOSED ROADWAY SURFACE
COMPACTED NATIVE FILL 6 -48 "0 HDPE PIPE
- -
w
4940: ---- - - - - --
w - °-
w - - - ° 940 H
w
w
it z
1' TOP OF COMPACTED o
j _ PIPE BEDDING MATERIAL
w 4935 . -... - - -- -- -- - .... ....... . - -- - _ -_ - -- - - - - — - w
.. . -
GRO EXISTING 4935 w
GROUND SURFACE - --
6 COMPACTED- CLASS III
FOUNDATION MATERIAL
PROPOSED LIMIT (SEE NOTES)
p 'OF EXCAVATION
49300°
C3 o cv m M 0'4930
r
0 rn
0 +00 0 +50 1 +00 1 +50 2 +00
PROFILE4945: ..- ... - -- - ._.... - - - -- _....... - - -- - - -- -. - - -- - ------ ---- - - - --- -- - ----------- - ------- - - - - -- ---- - --- ---------
-------------- ----------- - - --
ROAD WAY -
COMPACTED
0' 10 20 30 40 NATIVE FILL
BEDDING MATERIAL COMPACTED
SCALE: 1 "= 10 EXTENDS 12" ABOVE CROWN NATIVE FILL _Y=
12" MIN >_-
�- _....... - 2' MIN COVER
L' 4940 _._ ............. ---- -- -- -- - - - -- -- I- _ -
�.� :� - - --- - - - -- - -- - -- 940 MATERIAL
w - _ - - °' RIPRAP =
--
r �._. 18 = -- - -
. - __..- _._ , ... - - - -- - - - - - • •- OVER CROWN
3 (MIN)
f> - _ 1.5'
INVERT IN = 4933.0 < (MIN)
w
J 4935 € - - -- - -- ----- -- -- -. ''-I
w_........ - - -- - - - - -- - - - s -------------------- ----------------- --------------------- - - - - - ... -- -- - ..... 4935 W Ljj
----- - - - - =- ----- - - - - -- : - - -- - - - - - - -- _
65 L.F. 48"0 HDPE ®.157. GRADE
IN VERT OUT ? o
REGRADE UPSTREAM RIVER BED F ALL PIPE) 4932.0 N
(TYP O
TO REDIRECT CHANNEL TO L� ---- _ - - -__ -
STRUCTURE - ----- _------- - - - - - -- -
6" COMPACTED CLASS III _ o Z Z o
FOUNDATION MATERIAL € € D o z
4930 (SEE NOTES) REGR{tDE- DOWNSTRAM CHANNEL ... -- 4930 = N
J m
TO MATCH EXISTING GROUND
CROSS SECTION
CULVERT
0' 10' 20' 30' 40'
SCALE: 1" = 10'
REVISIONS
REV DESCRIPTION DATE APPROVED
TURNPIKE PIT
6im"
10395 W Colfax, Suite 350 WELD COUNTY
Lakewood. CO 90215
ph 303- 436 -0951
fax [phone] PREPARED FOR:
www.weitandinccom ASPHALT SPECIALTIES
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I\
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I
2H:1V SIDE SLOPES
RIPRAP DOWNSTREAM FACE
O
D50= 18"
I '
!
2H:1V SIDE SLOPES ;
- RIPRAP DOWNSTREAM FACE,/
REGRADE UPSTREAM RIVER BED \
TO CREATE SMOOTH TRANSITION
6 -48 "0 HDPE
(ADS N -12 OR EQUIVALENT)-/
PLAN
LOW WATER CROSSING
I ,
I I I
,I
111 �r 11
/1 I�I�III
I, I, 111
I V I I I
Q III 111
1'11111
1 1
BOULDER
CREEK
1;;(111
REGRADE DOWNSTREAM
't— CHANNrEL TO MATCH
EXISTING GROUND
1.5 PIPE
J SPACING (MIN)
I 1
v ro
A
4945: ---- - ----------- --- -- -- -- - -- --------- - - - - -- -- --------------- - --- -- - - - - -- -
-: 4945
PROPOSED ROADWAY SURFACE
COMPACTED NATIVE FILL 6 -48 "0 HDPE PIPE
- -
w
4940: ---- - - - - --
w - °-
w - - - ° 940 H
w
w
it z
1' TOP OF COMPACTED o
j _ PIPE BEDDING MATERIAL
w 4935 . -... - - -- -- -- - .... ....... . - -- - _ -_ - -- - - - - — - w
.. . -
GRO EXISTING 4935 w
GROUND SURFACE - --
6 COMPACTED- CLASS III
FOUNDATION MATERIAL
PROPOSED LIMIT (SEE NOTES)
p 'OF EXCAVATION
49300°
C3 o cv m M 0'4930
r
0 rn
0 +00 0 +50 1 +00 1 +50 2 +00
PROFILE4945: ..- ... - -- - ._.... - - - -- _....... - - -- - - -- -. - - -- - ------ ---- - - - --- -- - ----------- - ------- - - - - -- ---- - --- ---------
-------------- ----------- - - --
ROAD WAY -
COMPACTED
0' 10 20 30 40 NATIVE FILL
BEDDING MATERIAL COMPACTED
SCALE: 1 "= 10 EXTENDS 12" ABOVE CROWN NATIVE FILL _Y=
12" MIN >_-
�- _....... - 2' MIN COVER
L' 4940 _._ ............. ---- -- -- -- - - - -- -- I- _ -
�.� :� - - --- - - - -- - -- - -- 940 MATERIAL
w - _ - - °' RIPRAP =
--
r �._. 18 = -- - -
. - __..- _._ , ... - - - -- - - - - - • •- OVER CROWN
3 (MIN)
f> - _ 1.5'
INVERT IN = 4933.0 < (MIN)
w
J 4935 € - - -- - -- ----- -- -- -. ''-I
w_........ - - -- - - - - -- - - - s -------------------- ----------------- --------------------- - - - - - ... -- -- - ..... 4935 W Ljj
----- - - - - =- ----- - - - - -- : - - -- - - - - - - -- _
65 L.F. 48"0 HDPE ®.157. GRADE
IN VERT OUT ? o
REGRADE UPSTREAM RIVER BED F ALL PIPE) 4932.0 N
(TYP O
TO REDIRECT CHANNEL TO L� ---- _ - - -__ -
STRUCTURE - ----- _------- - - - - - -- -
6" COMPACTED CLASS III _ o Z Z o
FOUNDATION MATERIAL € € D o z
4930 (SEE NOTES) REGR{tDE- DOWNSTRAM CHANNEL ... -- 4930 = N
J m
TO MATCH EXISTING GROUND
CROSS SECTION
CULVERT
0' 10' 20' 30' 40'
SCALE: 1" = 10'
REVISIONS
REV DESCRIPTION DATE APPROVED
TURNPIKE PIT
6im"
10395 W Colfax, Suite 350 WELD COUNTY
Lakewood. CO 90215
ph 303- 436 -0951
fax [phone] PREPARED FOR:
www.weitandinccom ASPHALT SPECIALTIES
/
/
/
/
/
/
/
/
:
I'I
i
I
I
!
I
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!
---------------------
- - - --
1) A STABLE FOUNDATION (MINIMUM 6" DEPTH) SHALL BE
PROVIDED TO INSURE THAT PROPER LINE AND GRADE ARE
MAINTAINED FOR PIPE PLACEMENT. FOUNDATION MATERIAL
SHALL BE CLASS III MATERIAL. UNSUITABLE FOUNDATIONS
SHALL BE STABILIZED AT THE ENGINEER'S DIRECTION.
2) PIPE SHALL BE 48" DIA. ADS NA 2 HDPE WITH CORRUGATED
EXTERIOR AND SMOOTH INTERIOR OR APPROVED
EQUIVALENT.
3) ALL EMBEDMENT MATERIALS SHALL BE FREE OF FROZEN SOIL
OR ICE WHEN APPLICABLE. THE EMBEDMENT MATERIAL SHALL
BE PLACED AND COMPACTED IN 8" LIFTS.
4) HAUNCHING MATERIAL SHALL BE CLASS III MATERIAL THAT IS
WORKED UNDER THE HAUNCHES BY HAND. THIS MATERIAL
SHALL BE PLACED IN 8" MAXIMUM LIFTS AND COMPACTED TO
90% STANDARD PROCTOR DENSITY.
5) INITIAL BACKFILL MATERIAL IS REQUIRED FROM THE
$PRINGLINE OF THE PIPE AND SHALL EXTEND TO V ABOVE THE
CROWN OF THE PIPE, INITIAL BACKFILL SHALL BE CLASS III
MATERIAL COMPACTED IN 6" LIFTS TO 90% STANDARD
PROCTOR DENSITY.
6) FLOODING OR JETTING AS A PROCEDURE FOR COMPACTION
WILL NOT BE ALLOWED WITHOUT ENGINEER'S APPROVAL.
FINAL BACKFILL MATERIAL CAN BE NATIVE SOIL MATERIAL
PLACED IN MAXIMUM 12" LIFTS AND COMPACTED TO 85%
STANDARD PROCTOR DENSITY. ALL COMPACTION SHALL BE
PERFORMED AT OPTIMUM MOISTURE CONTENT.
ROADWAY SURFACE
EXISTING
B DETAILGROUND SUR ACE
CULVERT
(NOT TO SCALE)
. iFINAL BEDDING
MATERIAL
(SEE NOTES)
INITIAL BEDDING
MATERIAL
(SEE NOTES)
6 "; COMPACTED CLASS III
FOUNDATION MATERIAL
(SEE NOTES)
Permit #: - - Confidental ?: t�
Class: s c Type -Seq.-
From: S
WC-!S/ 6 yfy/A To:
Doc. Named Lc 2 t° WC!sl /i126
Doc. Date (if no date stamp):_ 6 - e-1 ev
Specialist: _� S
LOW WATER CROSSING
PLAN, PROFILE, CROSS SECTION,
AND DETAIL
SCALE DWG NO. REV-
AS-SHOWN 37 -2003 REV
DRAWN BV: CHECKED BY: DATE: SHEET
RAL WCK 1 04/14/04 1 1 OF 1
,
1 \,
\
I
\
I
-
I
,
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\
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---------------------
- - - --
1) A STABLE FOUNDATION (MINIMUM 6" DEPTH) SHALL BE
PROVIDED TO INSURE THAT PROPER LINE AND GRADE ARE
MAINTAINED FOR PIPE PLACEMENT. FOUNDATION MATERIAL
SHALL BE CLASS III MATERIAL. UNSUITABLE FOUNDATIONS
SHALL BE STABILIZED AT THE ENGINEER'S DIRECTION.
2) PIPE SHALL BE 48" DIA. ADS NA 2 HDPE WITH CORRUGATED
EXTERIOR AND SMOOTH INTERIOR OR APPROVED
EQUIVALENT.
3) ALL EMBEDMENT MATERIALS SHALL BE FREE OF FROZEN SOIL
OR ICE WHEN APPLICABLE. THE EMBEDMENT MATERIAL SHALL
BE PLACED AND COMPACTED IN 8" LIFTS.
4) HAUNCHING MATERIAL SHALL BE CLASS III MATERIAL THAT IS
WORKED UNDER THE HAUNCHES BY HAND. THIS MATERIAL
SHALL BE PLACED IN 8" MAXIMUM LIFTS AND COMPACTED TO
90% STANDARD PROCTOR DENSITY.
5) INITIAL BACKFILL MATERIAL IS REQUIRED FROM THE
$PRINGLINE OF THE PIPE AND SHALL EXTEND TO V ABOVE THE
CROWN OF THE PIPE, INITIAL BACKFILL SHALL BE CLASS III
MATERIAL COMPACTED IN 6" LIFTS TO 90% STANDARD
PROCTOR DENSITY.
6) FLOODING OR JETTING AS A PROCEDURE FOR COMPACTION
WILL NOT BE ALLOWED WITHOUT ENGINEER'S APPROVAL.
FINAL BACKFILL MATERIAL CAN BE NATIVE SOIL MATERIAL
PLACED IN MAXIMUM 12" LIFTS AND COMPACTED TO 85%
STANDARD PROCTOR DENSITY. ALL COMPACTION SHALL BE
PERFORMED AT OPTIMUM MOISTURE CONTENT.
ROADWAY SURFACE
EXISTING
B DETAILGROUND SUR ACE
CULVERT
(NOT TO SCALE)
. iFINAL BEDDING
MATERIAL
(SEE NOTES)
INITIAL BEDDING
MATERIAL
(SEE NOTES)
6 "; COMPACTED CLASS III
FOUNDATION MATERIAL
(SEE NOTES)
Permit #: - - Confidental ?: t�
Class: s c Type -Seq.-
From: S
WC-!S/ 6 yfy/A To:
Doc. Named Lc 2 t° WC!sl /i126
Doc. Date (if no date stamp):_ 6 - e-1 ev
Specialist: _� S
LOW WATER CROSSING
PLAN, PROFILE, CROSS SECTION,
AND DETAIL
SCALE DWG NO. REV-
AS-SHOWN 37 -2003 REV
DRAWN BV: CHECKED BY: DATE: SHEET
RAL WCK 1 04/14/04 1 1 OF 1