18B0016_Plans.pdf
PDF 9 MB Posted
- Attached to
- Mill Creek Diversion Dam Forebay Clean Out Federal contract opportunity
- Solicitation number
- W912EF18B0016
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Plans
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| File | Type | Posted |
|---|---|---|
| BidOpeningWorksheet.doc | DOC document | |
| Amendment_0001.pdf | ||
| 02_24_20.00_28_Amend_0001.pdf | ||
| A.07.20_Site_Visit_Attendees.pdf | ||
| 18B0016_TechSpecs.pdf | ||
| A.07.23_Solicitation_W912EF18B0016.pdf |
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A N
S I
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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
W
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G-001 project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Walla Walla District of the U.S. Army Corps of Engineers.
SUBMITTED BY:
SUBMITTED BY:
APPROVED BY:
WALLA WALLA DISTRICT
CHIEF OF DESIGN BRANCH
MARCUS PALMER, P.E.
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CHIEF OF ENGINEERING & CONST DIV.
DWAYNE WESTON, P.E.
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CHIEF OF GEOTECHNICAL DESIGN SECTION
JOY HARTL
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W912EF18B0016
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NORTH HAUL ROUTE
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JOB SITE
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0 500' 1000' A
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UNITS: US SURVEY FEET2.
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NOTES:
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G-102
C-101
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N=272578.69
E=2566513.47
N=272582.08
E=2566560.57
N=272806.51
E=2566745.84
N=273058.19
E=2566945.97
N=273309.88
E=2567117.27
SEDIMENT DISPOSAL AREA
BOUNDARY
PROPERTY
HAUL ROUTE
SOUTH HAUL ROUTE
NORTH HAUL ROUTE
OF THE EXISTING ROADWAY
SET 2 FEET FROM THE EDGE
DISPOSAL AREA BOUNDARY IS
THIS EDGE OF THE SEDIMENT
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Draft
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80' 160'0
REF
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F
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W A
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SEDIMENT DISPOSAL AREA
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S E
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SIDE OF THE DISPOSAL AREA.
EDGE OF EXISTING ROADS AND TRAILS ON THE EAST
ALL SPOILS ARE PLACED AT LEAST 2 FEET FROM THE
SEDIMENT DISPOSAL AREA FROM DAMAGE, ENSURE
PROTECT ROADS AND TRAILS ADJACENT TO THE 3.
UNITS: US SURVEY FEET2.
SOUTH ZONE, NAD'27.
HORIZONTAL DATUM: US STATE PLANE WASHINGTON 1.
NOTES:
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T
31.06'
.2
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N 280250'E
N 280250'E
N 280250'E
N 280400'E
N 280400'E
N 280400'E
N 280400'E
N 280550'E
N 280550'E
N 280700'E
N 280700'E
N 280700'E
N 280700'E
SOUTH HAUL ROUTE EXTENSION
S T
A -1
.0
P O
B
S T
A .8
P
CS
T
A .6
P T
S T
A .4
P O
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A .3
P I
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2+00
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S
TA
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I
STA. 2+61
PI
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A . 3
P O
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TOE LINE
TOE LINE
TOE LINE
TOE LINE
CLEARING BOUNDARY
AND
EXCAVATION LIMITS
JOB SITE BOUNDARY
EDGE OF WATER
EDGE OF WATER
(TYP.)
STEEL BARRIER CRIB
HEADWORKS
INTAKE CANAL
PI STA. 2+85.33
R= 20.00' T= 11.48' L= 20.85'
C# 1
EL: 1335.74
E: 2570596.53 N: 280241.33
COE MONUMENT
MCDD-1
EL: 1269.62
E: 2570085.30 N: 280284.36
COE MONUMENT
SPAXIS (130.80LT)
EL: 1269.63
E: 2570103.85 N: 280540.76
COE MONUMENT
SPAXIS (126.31RT)
EXISTING TOPO LINES (TYP.)
DESIGN TOPO LINES (TYP.)
STA 4+61
CONSTRUCTION
END OF
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30' 60'01"=30'
SITE PLAN
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.0
B E
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C-102.
SEE CONTROL LINE ALIGNMENT DATA ON SHEET 6.
UNITS: US SURVEY FEET.5.
EXISTING COUNTOUR INTERVAL IS 1.0'.4.
SURVEY PERFORMED NOVEMBER-DECEMBER 2017.3.
VERTICAL DATUM: NGVD'29.2.
SOUTH ZONE, NAD'27.
HORIZONTAL DATUM: US STATE PLANE, WASHINGTON 1.
NOTES:
W E
F
B
M A
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A
C-301
B
C-301
A
C-303
A/3
FIO-010
A
C-302
B
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IV
E R
S
IO
N D
A M F
O R
E B
A Y S
IL
T R
E M
O V
A L
W A
L L
A W
A L L
A
W A
S H
IN
G T
O N
M
IL
L C
R E
E K F
L O
O D C
O N
T R
O L P
R O J E
C T
M A
R C
U S P
A L
M E
R
C
B E
VERTICAL DATUM: NGVD'29
SOUTH, NAD'27.
HORIZONTAL DATUM: US STATE PLANE, WASHINGTON
PROJECT DATUMS:1.
NOTES:
W E
F
B
M A
Y
.0
.6
.6
.5
.1
.6
.8
.1
.2
.0
.8
.4
.9
.2
.2
.4
.7
.6
.5
.9
.6
.8
.9
.7
.1
.2
.1
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
12901290
12901290
-1+00 -0+90 -0+80 -0+70 -0+60 -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60
E L E
V
.0
P V I .0
GRADE = -6.00%
GRADE = -0.18%
.0
.8
.6
.4
.2
.0
.9
.9
.8
.8
.8
.7
.7
.7
12801280
12801280
1+50 1+60 1+70 1+80 1+90 2+00 2+10 2+20 2+30 2+40 2+50 2+60 2+70 2+80 2+90 3+00 3+10 3+20 3+30 3+40 3+50 3+60 3+70 3+80 3+90 4+00 4+10
E L E
V
.4
P V I .8
E L E
V
.0
P V I .0
GRADE = -0.18% GRADE = -6.35%
GRADE = -0.10%
.7
.6
.6
.6
.5
.5
.5
.8
.9
E X
C A
V A
T
IO
N L
IM
IT
EXISTING GROUND
EXISTING GROUND
DEBRIS BARRIER CRIB (TYP.)
DEBRIS BARRIER CRIB (TYP.)
DS: AEC_Screen.dscript.dscriptPD: AEC_pdf.pltcfg12:23:55 PM 5/9/2018
...\MCL\MC467122 - DIVERSION DAM FOREBAY SILT REMOVAL AND DEBRIS BARRIE\ProjectData\CAD_BIM\_Sheets\MC467122C-201XXX.dgn
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/7
A N
S
E N
L L
A W
A L L
A
W A
S H
IN
G T
O N
W A
L L
A W
A L L
A D
IS
T R
IC
T
C-201
Draft
F
W A
C H
O B
F
W A
C H
O B
0 10' 20' A
1"=10'
0 10' 20'1"=10'
MAIN BARRIER PROFILE STA -1+00 TO 1+50
MAIN BARRIER PROFILE STA 1+60 TO 4+00
B
A N
D D
E B
R
IS
B
A R
R
IE
R M
A
IN
T E
N A
N C
E
D
IV
E R
S
IO
N D
A M F
O R
E B
A Y S
IL
T R
E M
O V
A L
W A
L L
A W
A L L
A
W A
S H
IN
G T
O N
M
IL
L C
R E
E K F
L O
O D C
O N
T R
O L P
R O J E
C T
M A
IN
B
A R
R
IE
R P
R O
F
IL
E M
A R
C U
S P
A L
M E
R P .E
S T
A T
O
C
B E
ELEVATION DATUM: NGVD'291.
NOTES:
W E
F
B
M A
Y
.6
.1
.6
.1
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
12901290
12901290
4+00 4+10 4+20 4+30 4+40 4+50 4+60 4+70
E L E
V
.0
P V I .9
E L E
V
.3
GRADE = 0.10% GRADE = 5.00%
.9
.2
.2
P V I
E X
C A
V A
T
IO
N L
IM
IT
EXISTING GROUND
DEBRIS BARRIER CRIB
DS: AEC_Screen.dscript.dscriptPD: AEC_pdf.pltcfg12:26:26 PM 5/9/2018
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A N
S
E N
L L
A W
A L L
A
W A
S H
IN
G T
O N
W A
L L
A W
A L L
A D
IS
T R
IC
T
C-202
Draft
F
W A
C H
O B
F
W A
C H
O B
0 10' 20' A
1"=10'
MAIN BARRIER PROFILE STA 4+10 TO 4+70
M A
IN
B
A R
R
IE
R P
R O
F
IL
E
A N
D D
E B
R
IS
B
A R
R
IE
R M
A
IN
T E
N A
N C
E
D
IV
E R
S
IO
N D
A M F
O R
E B
A Y S
IL
T R
E M
O V
A L
W A
L L
A W
A L L
A
W A
S H
IN
G T
O N
M
IL
L C
R E
E K F
L O
O D C
O N
T R
O L P
R O J E
C T
M A
R C
U S P
A L
M E
R P .E
S T
A
T
O S
T A
C
B E
NOTES:
W E
F
B
M A
Y
.9
.7
.9
.6
.5
.1
.7
.9
.6
.2
.8
.0
.4
.9
.2
.6
23'
31.3'
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
12801280
12801280
0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70
E L E
V
.0
P O
V B
.0
GRADE = 0.00%
.0
.0
.0
.0
.0
.0
.0
.0
.0
12801280
12801280
1+60 1+70 1+80 1+90 2+00 2+10 2+20 2+30 2+40 2+50 2+60 2+70 2+80 2+90 3+00 3+10 3+20 3+30
E L E
V
.8
P O
V E
.5
GRADE = 0.00%
.0
.0
.0
.0
.0
.0
.0
.0
.8
WITH THE TOPOGRAPHICAL SURVEY DATA
DRAWING DATA AND WAS NOT INCLUDED
WAS DERIVED FROM AS CONSTRUCTED
PROFILE DATA WITHIN THIS DIMENSION
EL.1248.8, DO NOT DISTURB THE SLAB
3'3" HORIZONTALLY AND RAISED TO
EXISTING CONCRETE SLAB EXTENDS
EXISTING GROUND
EXISTING GROUND
DS: AEC_Screen.dscript.dscriptPD: AEC_pdf.pltcfg12:27:09 PM 5/9/2018
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A N
S
E N
L L
A W
A L L
A
W A
S H
IN
G T
O N
W A
L L
A W
A L L
A D
IS
T R
IC
T
C-203
Draft
F
W A
C H
O B
F
W A
C H
O B
0 10' 20' A
1"=10'
SPILLWAY PAD PROFILE STA 0+00 TO 1+65
0 10' 20'1"=10'
SPILLWAY PAD PROFILE STA 1+65 TO 3+30
B
S P
IL
L W
A Y P
A D P
R O
F
IL
E
A N
D D
E B
R
IS
B
A R
R
IE
R M
A
IN
T E
N A
N C
E
D
IV
E R
S
IO
N D
A M F
O R
E B
A Y S
IL
T R
E M
O V
A L
W A
L L
A W
A L L
A
W A
S H
IN
G T
O N
M
IL
L C
R E
E K F
L O
O D C
O N
T R
O L P
R O J E
C T
M A
R C
U S P
A L
M E
R P .E
C
B E
NOTES:
W E
F
B
M A
Y
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
E L E
V A
T
IO
N N
G V
D
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90
E L E
V A
T
IO
N N
G V
D
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90
SLOPE 12.0% SLOPE -0.5% SLOPE -0.5% SLOPE 12.0%
SLOPE 12.0% SLOPE -1.0% SLOPE -1.0%
SLOPE 12.0%
M A
T C
H E
X
IS
T
IN
G G
R A
D E
M A
T C
H E
X
IS
T
IN
G G
R A
D E
M A
T C
H E
X
IS
T
IN
G G
R A
D E
M A
T C
H E
X
IS
T
IN
G G
R A
D E
O F F S
E T .0
O F F S
E T
.0
O F F S
E T
V A
R
IE
S
O F F S
E T
V A
R
IE
S
C L
C L
EXISTING GROUND
EXISTING GROUND
DS: AEC_Screen.dscript.dscriptPD: AEC_pdf.pltcfg12:28:01 PM 5/9/2018
...\MCL\MC467122 - DIVERSION DAM FOREBAY SILT REMOVAL AND DEBRIS BARRIE\ProjectData\CAD_BIM\_Sheets\MC467122C-301XXX.dgn
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A
N S
E N
L L
A W
A L L
A
W A
S H
IN
G T
O N
W A
L L
A W
A L L
A D
IS
T R
IC
T
C-301
Draft
F
W A
C H
O B
F
W A
C H
O B
0 10' 20'1"=10'
REF
C-101
0 10' 20' A
1"=10'
REF
C-101
B
TYPICAL MAIN BARRIER SECTION FROM STA 0+00 TO 3+60
C R
O S
S S
E C
T
IO
N S
T Y
P
IC
A L M
A
IN
B
A R
R
IE
R
TYPICAL MAIN BARRIER SECTION FROM STA -1+00 TO 0+00
A N
D D
E B
R
IS
B
A R
R
IE
R M
A
IN
T E
N A
N C
E
D
IV
E R
S
IO
N D
A M F
O R
E B
A Y S
IL
T R
E M
O V
A L
W A
L L
A W
A L L
A
W A
S H
IN
G T
O N
M
IL
L C
R E
E K F
L O
O D C
O N
T R
O L P
R O J E
C T
M A
R C
U S P
A L
M E
R P .E
C
B E
E N
W E
F
B
M A
Y
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
E L E
V A
T
IO
N N
G V
D
0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100
E L E
V A
T
IO
N N
G V
D
0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100
SLOPE 12.0%
SLOPE -1.0% SLOPE -1.0% SLOPE 12.0%
SLOPE -1.0% SLOPE -1.0%
M A
T C
H E
X
IS
T
IN
G G
R A
D E
M A
T C
H E
X
IS
T
IN
G G
R A
D E
M A
T C
H E
X
IS
T
IN
G G
R A
D E
M A
T C
H E
X
IS
T
IN
G G
R A
D E
O F F S
E T .0
O F F S
E T
.0
SLOPE VARIES
12% TO 100% SLOPE V
ARIE
S
12% T O 1
00%
O F F S
E T
V A
R
IE
S
O F F S
E T
V A
R
IE
S
C L
C L
EXISTING GROUND
EXISTING GROUND
SEE NOTES
GRADE VARIES,
SEE NOTES
GRADE VARIES,
DS: AEC_Screen.dscript.dscriptPD: AEC_pdf.pltcfg12:30:48 PM 5/9/2018
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A
N S
E N
L L
A W
A L L
A
W A
S H
IN
G T
O N
W A
L L
A W
A L L
A D
IS
T R
IC
T
C-302
Draft
F
W A
C H
O B
F
W A
C H
O B
C R
O S
S S
E C
T
IO
N S
M A
IN
B
A R
R
IE
R
A N
D D
E B
R
IS
B
A R
R
IE
R M
A
IN
T E
N A
N C
E
D
IV
E R
S
IO
N D
A M F
O R
E B
A Y S
IL
T R
E M
O V
A L
W A
L L
A W
A L L
A
W A
S H
IN
G T
O N
M
IL
L C
R E
E K F
L O
O D C
O N
T R
O L P
R O J E
C T
M A
R C
U S P
A L
M E
R P .E
0 10' 20' A
MAIN BARRIER TYPICAL CROSS SECTION
1"=10'
STA 4+30 TO 4+61
1"=10'
B
STA 3+60 TO 4+30
MAIN BARRIER TYPICAL CROSS SECTION
0 10' 20'
STA 4+61.
12% BEGINNING AT STA 4+30 TO ENDING AT 100% AT
VARY THE INDICATED SLOPES IN SECTION A FROM 1.
NOTES:
C
B E
REF
REF
C-101
C-101
W E
F
B
M A
Y
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
E L E
V A
T
IO
N N
G V
D
0 10 20 30-10-20-30-40-50-60-70-80-90
SLOPE 25.0%
M A
T C
H E
X
IS
T
IN
G G
R A
D E
C L
SPILLWAY
SPILLWAY PAD
EXISTING GROUND
DS: AEC_Screen.dscript.dscriptPD: AEC_pdf.pltcfg12:34:18 PM 5/9/2018
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A
N S
X
E N
L L
A W
A L L
A
W A
S H
IN
G T
O N
W A
L L
A W
A L L
A D
IS
T R
IC
T
C-303
Draft
0 10' 20' A
1"=10'
REF
C-101
TYPICAL SPILLWAY PAD CROSS SECTION
C R
O S
S S
E C
T
IO
N
T Y
P
IC
A L S
P
IL
L W
A Y P
A D
A N
D D
E B
R
IS
B
A R
R
IE
R M
A
IN
T E
N A
N C
E
D
IV
E R
S
IO
N D
A M F
O R
E B
A Y S
IL
T R
E M
O V
A L
W A
L L
A W
A L L
A
W A
S H
IN
G T
O N
M
IL
L C
R E
E K F
L O
O D C
O N
T R
O L P
R O J E
C T
M A
R C
U S P
A L
M E
R P .E
F
W A
C H
O B
C
B E
W A
C H
O B
W E
F
B
M A
Y
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
DS: AEC_Screen.dscript.dscriptPD: AEC_pdf.pltcfg1:04:45 PM 5/9/2018
...\MC467122 - DIVERSION DAM FOREBAY SILT REMOVAL AND DEBRIS BARRIE\ProjectData\CAD_BIM\_Sheets\INFO-ONLY\MC467122FIO-001---.dgn
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A
N S
L L
A W
A L L
A
W A
S H
IN
G T
O N
W A
L L
A W
A L L
A D
IS
T R
IC
T
FIO-001
F O
R I
N F
O R
M A
T
IO
N O
N L
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| MC46712211A-MC467122G-001XXX |
| MC46712211A-MC467122G-002XXX |
| MC46712211C-MC467122G-101XXX |
| MC46712211C-MC467122G-102XXX |
| MC46712216C-MC467122C-101XXX |
| MC46712216C-MC467122C-102XXX |
| MC46712216C-MC467122C-201XXX |
| MC46712216C-MC467122C-202XXX |
| MC46712216C-MC467122C-203XXX |
| MC46712216C-MC467122C-301XXX |
| MC46712216C-MC467122C-302XXX |
| MC46712216C-MC467122C-303XXX |
| MC46712232A-MC467122FIO-001--- |
| MC46712232A-MC467122FIO-002--- |
| MC46712232A-MC467122FIO-003--- |
| MC46712232A-MC467122FIO-004--- |
| MC46712232A-MC467122FIO-005--- |
| MC46712232A-MC467122FIO-006--- |
| MC46712232A-MC467122FIO-007--- |
| MC46712232A-MC467122FIO-008--- |
| MC46712232A-MC467122FIO-009--- |
| MC46712232A-MC467122FIO-010--- |
| 2018-05-14T07:42:32-0700 | |
| HARTL.JOY.G.1249359439 |
| 2018-05-14T09:08:57-0700 | |
| PALMER.MARCUS.DAVID.1161674717 |
| 2018-05-14T11:24:13-0700 | |
| WESTON.DWAYNE.M.1231638152 |
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