Williston_Levee_Toe_Road_Repari_Garrison_Dwgs.pdf
PDF 14 MB Posted
- Attached to
- Williston Levee Toe Road Federal contract opportunity
- Solicitation number
- W9128F18B0005
About this file
Drawings
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Copy_of_Bid_Abstract.pdf | ||
| Specs_Garrison_Williston_Levee_Tow_Road_(003).pdf |
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
US Army Corps of Engineers
Omaha District
MISSOURI RIVER
WILLISTON, NORTH DAKOTA
SOLICITATION NO. W9128F-18-B-0005
WILLISTON LEVEE CREST
AND TOE ROAD REPAIR
MAY 2018
ADVERTISE
SHEET SEQUENCE NUMBER
w/ Level 2 Designator
DISCIPLINE DESIGNATOR
2. DISCIPLINE DESIGNATORS:1. SHEET IDENTIFICATION NUMBERS:
Designator)
RELEASE 3.0 for Level 2
(see A/E/C CADD STANDARD
INDEX LEGEND:
SHEET TYPE DESIGNATOR
3. SHEET TYPE DESIGNATORS:
3D REPRESENTATIONS
USER DEFINED
USER DEFINED
SCHEDULES & DIAGRAMS
DETAILS
LARGE-SCALE VIE
SECTIONS
ELEVATIONS
PLANS
GENERAL
VC
RW
R
T
E
M
D
P
F
Q
I
A
S
L
C
B
V
H
G
CG2 0 1
INDEX
SHEET NO. DESCRIPTION
SHEET NO. DESCRIPTION
IN
D
E X
GI001
G R
G I0
.d g n
N /A
GR95 CG302.DGN
GR95 CG301.DGN
GR95 CG134.DGN
GR95 CG133.DGN
GR95 CG132.DGN
GR95 CG131.DGN
GR95 CG130.DGN
GR95 CG129.DGN
GR95 CG128.DGN
GR95 CG127.DGN
GR95 CG126.DGN
GR95 CG125.DGN
GR95 CG124.DGN
GR95 CG123.DGN
GR95 CG122.DGN
GR95 CG121.DGN
GR95 CG120.DGN
GR95 CG119.DGN
GR95 CG118.DGN
GR95 CG117.DGN
GR95 CG116.DGN
GR95 CG115.DGN
GR95 CG114.DGN
GR95 CG113.DGN
GR95 CG112.DGN
GR95 CG111.DGN
GR95 CG110.DGN
GR95 CG109.DGN
GR95 CG108.DGN
GR95 CG107.DGN
GR95 CG106.DGN
GR95 CG105.DGN
GR95 CG104.DGN
GR95 CG103.DGN
GR95 CG102.DGN
GR95 CG101.DGN
CG302
CG301
CG134
CG133
CG132
CG131
CG130
CG129
CG128
CG127
CG126
CG125
CG124
CG123
CG122
CG121
CG120
CG119
CG118
CG117
CG116
CG115
CG114
CG113
CG112
CG111
CG110
CG109
CG108
CG107
CG106
CG105
CG104
CG103
CG102
CG101
TYPICAL SECTIONS - CREST ROAD
TYPICAL SECTIONS - TOE ROAD
PLAN - SHEET 34 OF 34
PLAN - SHEET 33 OF 34
PLAN - SHEET 32 OF 34
PLAN - SHEET 31 OF 34
PLAN - SHEET 30 OF 34
PLAN - SHEET 29 OF 34
PLAN - SHEET 28 OF 34
PLAN - SHEET 27 OF 34
PLAN - SHEET 26 OF 34
PLAN - SHEET 25 OF 34
PLAN - SHEET 24 OF 34
PLAN - SHEET 23 OF 34
PLAN - SHEET 22 OF 34
PLAN - SHEET 21 OF 34
PLAN - SHEET 20 OF 34
PLAN - SHEET 19 OF 34
PLAN - SHEET 18 OF 34
PLAN - SHEET 17 OF 34
PLAN - SHEET 16 OF 34
PLAN - SHEET 15 OF 34
PLAN - SHEET 14 OF 34
PLAN - SHEET 13 OF 34
PLAN - SHEET 12 OF 34
PLAN - SHEET 11 OF 34
PLAN - SHEET 10 OF 34
PLAN - SHEET 9 OF 34
PLAN - SHEET 8 OF 34
PLAN - SHEET 7 OF 34
PLAN - SHEET 6 OF 34
PLAN - SHEET 5 OF 34
PLAN - SHEET 4 OF 34
PLAN - SHEET 3 OF 34
PLAN - SHEET 2 OF 34
PLAN - SHEET 1 OF 34
FILE NAME
FILE NAME
GENERAL
CIVIL
SURFACING STOCKPILE LOCATIONS (OPTION 2)
LOCATION AND VICINITY MAPS, SURVEY CONTROL DATA
PHOTOS
INDEX
COVER
GR95 GI102.DGN
GR95 GI101.DGN
GR95 GI002.DGN
GR95 GI001.DGN
GR95 G001.DGN
GI102
GI101
GI002
GI001
G001
CONTROL
HORIZONTAL & VERTICAL
RIGHT OF WAY
RESOURCE
TELECOMMUNICATIONS
ELECTRICAL
MECHANICAL
PROCESS
PLUMBING
FIRE PROTECTION
EQUIPMENT
INTERIORS
ARCHITECTURAL
STRUCTURAL
LANDSCAPE
CIVIL
GEOTECHNICAL
SURVEY / MAPPING
HAZARDOUS MATERIALS
GENERAL
W
IL
L
IS
T O
N
N O
R T
H D
A K
O T
A
A N
S I
D
W
IL
L
IS
T O
N L
E V
E E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A D
IS
T R
IC
T
O M
A H
A
N E
B R
A S
K A
H W
B
D D
B
W F -1
-B -0
C R
E S
T A
N D T
O E R
O A
D R
E P
A
IR
S O
L
IC
IT
A T
IO
N N
O
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
A N
S I
D
B P
F
B P
F
M A
Y
EXPOSED GEOGRID
EXPOSED GEOGRID
NOTE EXPOSED GEOGRID.
MINIMAL ROUNDED AGGREGATE PRESENT IN SOME LOCATIONS ALONG TOE ROAD. TOE ROAD LOOKING SOUTHWEST. GEOGRID EXPOSED IN FOREGROUND.
EXPOSED GEOGRID ALONG SHOULDER OF TOE ROAD.
GI002
EXPOSED GEOGRID.
TYPICAL CONDITION OF TOE ROAD WITH MINIMAL ROUNDED AGGREGATE AND
G R
G I0
.d g n
N /A
P H
O T
O S
TEST STRIP CONSTRUCTION USING AGGREGATE SURFACE COURSE CLASS 13
CREST ROAD LOOKING SOUTHEAST AT STA. 201+00 TO STA. 205+00 DURING
TEST STRIP CONSTRUCTION USING AGGREGATE SURFACE COURSE CLASS 13
TOE ROAD LOOKING NORTHWEST AT STA. 200+00 FROM STA. 205+00 DURING
L
IS
T O
N
N O
R T
H D
A K
O T
A
A N
S I
D
W
IL
L
IS
T O
N L
E V
E E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A D
IS
T R
IC
T
O M
A H
A
N E
B R
A S
K A
H W
B
D D
B
W F -1
-B -0
C R
E S
T A
N D T
O E R
O A
D R
E P
A
IR
S O
L
IC
IT
A T
IO
N N
O
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
A N
S I
D
B P
F
B P
F
M A
Y
CONTRACTOR STAGING AREA
STATION
OFFICE AND PUMP
WILLISTON RESOURCE
BOUNDARY (TYPICAL)
APPROXIMATE CORPS
VICINITY MAP
NOT TO SCALE
WILLISTON LEVEE
LOCATION OF WORK
LOCATION MAP
NOT TO SCALE
BEGIN PROJECT
END PROJECT
40+00
2+00
4+
5+00
6+00
7+00
8+00
9+00
10+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
18+00
19+00
20+00
21+00
22+00
23+00
24+00
25+00
26+00
27+00
28+00
29+00
30+00
31+00
32+00
33+00
34+00
35+00
36+00
37+00
38+00
39+00
41+00
42+00
43+00
44+00
45+00
46+00
47+00
48+00
49+
87+
88+
89+
90+
91+
92+
93+
94+00
95+
96+
0 1
0 2
0 2
350+
351+00
352+00
353+00
354+00
355+00
356+00
357+00
358+00
359+00
360+00
361+00
362+00
363+00
364+00
365+00
366+00
367+00
368+00
369+00
370+00
371+00
372+00
373+00
374+00
375+00
376+00
377+00
378+00
379+00
380+00
381+00
382+00
383+00
384+00
385+00
386+00
387+00
388+00
389+00
390+00
391+00
392+00
393+00
394+00
395+00
396+00
397+00
398+00
399+00400+00 401+00
402+00
403+00
404+00
405+00
406+00
407+00
408+00
409+00
410+00
411+00
412+00
413+00
414+00
415+00
416+00
417+00
418+00
419+00
420+00
421+00
422+00
423+00
424+00
425+00
426+00
427+00
428+00
429+00
430+00
431+00
432+00
433+00
434+00
435+00
436+00
437+00
438+00
439+00
440+00
441+00
442+00
443+00
444+00
445+00
446+00
447+00
448+00
449+00
+00
+00
2+
3+
4+
5+
+00
460+00
461+00
2+
2+
2+
DR A W
M O U N T R A I L
W I L L I A M S
M C K E N Z I E
B I L L I N G S
D U N N
M E R C E R
O L I V E R
M C L E A N
D A K O T AN O R T H
BERTHOLDFORT
INDIAN
RESERVATION
DAM
GARRISON
CITY
PICK RIVERDALE
COLEHARBOR
UNDERWOOD
WASHBURN
HENSLER
HAZEN STANTON
GARRISON
EMMET
BEULAH
DODGE
HALLIDAY
WERNER
CENTER
DUNN
KILLDEER
WILLISTON
POWERS LAKE
MINOT
PARSHALL
NEW TOWN
B E A V E R L
IT
T L E
MIS
SOURI
RIVER
KNIFE
RIVER
C R E E K
S P R
IN
G
CREEK
M
IS
S O
U R I
R
IV
E R
LIT
TLE
MUDDY
RIVER
RAY
TIOGA
W H
IT
E E
A R
T H
R
IV
E R
UPPER LOSTWOOD LAKE
LAKE
LOSTWOOD
LOWER
POWERS LAKE
LAKE
COTTONWOOD
WHITE LAKE
STANLEY
D E S
LA
C S
LAKE DARLING
RIVER
S O
U R
IS
R
IV
E R
SH
ELL
C R
E E
K
LAKE
WILDWOOD
WATFOR CITY
231806
8 52
AUDUBON
LAKE
SAKAKAWEA
LAKE 1390
14101420
15001510
DAM
SNAKE CREEK
WILLISTON
E
D A
K O
T A P
K W
Y
U S H
W Y
US HWY 2
2ND ST. W.
M A
IN
S
T
E. BROADWAY
STA. 458+50
STA. 3+20
26TH ST. E.
:SURVEY NOTES
GI101
L O
C A
T
IO
N A
N D V
IC
IN
IT
Y M
A P
S
S U
R V
E Y C
O N
T R
O L D
A T
A
G R
G I1
.d g n
NORTHING EASTING ELEVATION
NGVD 1929
REMARKS
CP 100
CP 101
CP 102
CP 103
CP 104
CP 105
CP 106
CP 107
CP 108
CP 109
441318.031
436729.136
431251.481
428340.163
427490.068
428390.006
430260.366
428473.426
425815.317
421861.294
SURVEY CONTROL POINTS
1211143.350
1212469.562
1212278.908
1207869.786
1203093.197
1198294.359
1193903.244
1189266.577
1185121.497
1182813.724
REBAR W/PLASTIC CAP
REBAR W/PLASTIC CAP
REBAR W/PLASTIC CAP
REBAR W/PLASTIC CAP
REBAR W/PLASTIC CAP
REBAR W/PLASTIC CAP
REBAR W/PLASTIC CAP
REBAR W/PLASTIC CAP
REBAR W/PLASTIC CAP
REBAR W/PLASTIC CAP
AT TOP OF RIP-RAP ON RIVER SIDE OF LEVEE.
WILLISTON, ND LEVEE AND TOE ROAD REPAIR PROJECT. CONTROL POINTS ARE LOCATED
NOTE: CONTROL POINTS WERE SET BY ULTEIG SURVEYORS IN JUNE 2012 FOR THE
N /A
4. SURVEY DATA WAS OBTAINED FROM USACE OMAHA DISTRICT.
3. ALL AZIMUTHS ARE GRID AND ARE RECKONED CLOCKWISE FROM (0) NORTH.
NORTH ZONE (FIPS 3301) NORTH AMERICAN DATUM OF 1983 (NAD83).
2. PLANE COORDINATES ARE IN FEET AND BASED ON THE NORTH DAKOTA,
1. ELEVATIONS ARE IN FEET AND HUNDREDTHS.
1860.43
1857.12
1858.98
1857.29
1856.90
1857.07
1857.84
1858.08
1857.35
1858.46
POINT
CONTROL
WILLEVEE 5 441333.35 1211009.89 1870.99 1869.41 5/8" REBAR W/ ALUM CAP CG134
WILLEVEE 4 436434.17 1212376.82 1847.07 1845.49 5/8" REBAR W/ ALUM CAP CG130
WILLEVEE 3 430009.45 1210138.43 1846.51 1862.91 5/8" REBAR W/ ALUM CAP CG124
WILLEVEE 2 429380.12 1196977.53 1848.18 1864.54 5/8" REBAR W/ ALUM CAP CG114
WILLEVEE 1 421827.57 1182756.95 1865.08 1863.44 5/8" REBAR W/ ALUM CAP CG101
(NAVD88) (NGVD29)
POINT NAME NORTHING EASTING ELEVATION ELEVATION DESCRIPTION SHEET
SURVEY MONUMENTS
ADDITIONAL COST TO THE GOVERNMENT.
FOR RESEEDING AREAS DAMAGED BY EQUIPMENT OPERATION AT NO
APPROVAL OF THE COR PRIOR TO USE. CONTRACTOR IS RESPONSIBLE
HAULING OR TURNING. OTHER HAUL ROADS SHALL BE SUBJECT TO
FOR 4. TRUCKS SHALL ONLY USE THE LEVEE CREST AND TOE ROAD
OF THE COR.
STORAGE AND STAGING AREAS ARE SUBJECT TO PRIOR APPROVAL
OR EQUIPMENT ON THE LEVEE EMBANKMENT OR CREST. ALL
3. AT NO TIME SHALL CONTRACTOR STORE OR STAGE ANY MATERIAL
USE.
CONTACT CITY OF WILLISTON AND PAY UTILITY COSTS DURING
AND ELECTRICAL HOOKUPS. CONTRACTOR IS RESPONSIBLE TO
MEETING. STAGING AREA IS EQUIPPED WITH WATER, SEWER,
DAVE BECK WILL BE REQUIRED DURING PRE-CONSTRUCTION
2. CONTRACTOR STAGING AREA IS SHOWN. COORDINATION WITH
NEEDING SITE ACCESS.
OFFICE @ 701-654-7754 AT LEAST 5 BUSINESS DAYS PRIOR TO
1. CONTRACTOR SHALL NOTIFY DAVE BECK, GARRISON PROJECT
: GENERAL NOTES
L
IS
T O
N
N O
R T
H D
A K
O T
A
A N
S I
D
W
IL
L
IS
T O
N L
E V
E E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A D
IS
T R
IC
T
O M
A H
A
N E
B R
A S
K A
H W
B
D D
B
W F -1
-B -0
C R
E S
T A
N D T
O E R
O A
D R
E P
A
IR
S O
L
IC
IT
A T
IO
N N
O
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
A N
S I
D
B P
F
B P
F
M A
Y
LEVEE
WILLISTON
RESOURCE OFFICE
WILLISTON
STAGING AREA
CONTRACTOR
L
IS
T O
N
N O
R T
H D
A K
O T
A
A N
S I
D
W
IL
L
IS
T O
N L
E V
E E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A D
IS
T R
IC
T
O M
A H
A
N E
B R
A S
K A
H W
B
D D
B
W F -1
-B -0
C R
E S
T A
N D T
O E R
O A
D R
E P
A
IR
S O
L
IC
IT
A T
IO
N N
O
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
A N
S I
D
B P
F
B P
F
M A
Y
GI102
26TH ST. E.
E. BROADWAY
E
D A
K O
T A P
K W
Y
M A
IN
S
T
US
HW
Y
G R
G I1
.d g n
N /A
LEVEE STA. 327+00
STOCKPILE #1
LEVEE STA. 227+00
STOCKPILE #2
WILLISTON
DETERMINE PLAN QUANTITY
WIDTH OF 14' WAS USED TO
CREST ROAD AND RAMPS ONLY
FULL DEPTH RECLAMATION
RAMPS - 4.45 SF (4" DEPTH)
TOE ROAD - 8.41 SF (6" DEPTH)
CREST ROAD - 4.45 SF (4" DEPTH)
1.875 TON/CY
AGGREGATE SURFACE COURSE CLASS 13
BASIS OF ESTIMATE
(O P
T
IO
N
S U
R F
A C
IN
G S
T O
C K
P
IL
E L
O C
A T
IO
N S
B A
S
IS
O
F E
S T
IM
A T
E
STOCKPILE #2. (2,000 TONS TOTAL REQUIRED.)
THE TWO LOCATIONS DESIGNATED AS STOCKPILE #1 AND
1,000 TONS OF GRAVEL SURFACING MATERIAL AT EACH OF
3. BID OPTION NO. 2 REQUIRES CONTRACTOR TO PLACE
DURING PRE-CONSTRUCTION MEETING.
2. STOCKPILE LOCATIONS AND LIMITS SHALL BE IDENTIFIED
RESOURCE OFFICE.
STOCKPILE LOCATION #2 IS 2 MILES WEST OF WILLISTON
WILLISTON RESOURCE OFFICE.
1. STOCKPILE LOCATION #1 IS 600 FEET WEST OF
: GENERAL NOTES
(BASIC BID)
TOE ROAD
EXISTING LEVEE
EXISTING RELIEF WELL (TYP.)
GATE
WILLEVEE 1
SURVEY MONUMENT
CP 109
CONTROL POINT
CG302 FOR TYPICAL SECTIONS.
SEE SHEETS CG301 AND
AT LEVEE STA. 3+12 (GATE).
BEGIN SURFACING
EXISTING ROCK TOE DRAIN (TYP.)
(BASIC BID)
LEVEE CREST ROAD
EXISTING WILLISTON
EXISTING PIEZOMETER (TYP.)
CG108
CG101
CG103
CG102
CG104
CG105
CG106
CG107
CG109
CG110
CG111
C G
C G
C G
C G
C G
C G
4C G
C G
CG121
CG122
CG123
CG124
CG125
350+
C G
+00
400+00
N
N
100'0 50'
SCALE:1"=50'
SHEET PLAN
EX. GRAVEL DRIVE
CG101
P L
A N
S H
E E
T O
F
G R
C
G .d g n
CG133
CG132
CG131
CG130
CG129
CG128
CG127
CG126
CG134
SURFACE COURSE REQUIREMENTS.
1. REFERENCE SPECIFICATION SECTION 32 15 00 FOR AGGREGATE
:NOTES
M A
T C
H L
IN
E S
T A . 1
S
E E S
H E
E T C
G
10+00 18' 8" TOE ROAD
5+00 19' 6" TOE ROAD
LEVEE STATION WIDTH DEPTH COMMENT
EXISTING SURFACING CONDITIONS
STA. 327+00 LEFT
STA. 227+00 LEFT STOCKPILE AGGREGATE SURFACE COURSE AT THESE LOCATIONS.
COMMENT: STOCKPILE LOCATIONS - OPTION 2
AGGREGATE SURFACE COURSE.
OF AGGREGATE SURFACE COURSE CLASS 13 WITH EXISTING
FURNISH, PLACE, UNIFORMLY MIX AND COMPACT 6 INCHES
STA. 396+75 TO 458+00 RESHAPE ROADWAY ACCORDING TO SHEET CG301.
COMMENT: LEVEE TOE ROAD - OPTION 1
AGGREGATE SURFACE COURSE CLASS 13.
STA. 380+50 TO 458+50 AGGREGATE SURFACE COURSE WITH 4 INCHES OF VIRGIN
STA. 365+20 TO 378+40 PERFORM FULL DEPTH RECLAMATION OF EXISTING
STA. 331+00 TO 364+70 RESHAPE ROADWAY ACCORDING TO SHEET CG302.
COMMENT: LEVEE CREST ROAD AND RAMPS - OPTION 1
AGGREGATE SURFACE COURSE CLASS 13.
AGGREGATE SURFACE COURSE WITH 4 INCHES OF VIRGIN
STA. 205+00 TO 328+90 PERFORM FULL DEPTH RECLAMATION OF EXISTING
STA. 3+12 TO 195+00 RESHAPE ROADWAY ACCORDING TO SHEET CG302.
COMMENT: LEVEE CREST ROAD AND RAMPS - BASIC BID
AGGREGATE SURFACE COURSE.
OF AGGREGATE SURFACE COURSE CLASS 13 WITH EXISTING
STA. 205+00 TO 330+00 FURNISH, PLACE, UNIFORMLY MIX AND COMPACT 6 INCHES
STA. 3+50 TO 200+00 RESHAPE ROADWAY ACCORDING TO SHEET CG301.
COMMENT: LEVEE TOE ROAD - BASIC BID
SCOPE OF WORK (SHEETS CG101-CG134)
L
IS
T O
N
N O
R T
H D
A K
O T
A
A N
S I
D
W
IL
L
IS
T O
N L
E V
E E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A D
IS
T R
IC
T
O M
A H
A
N E
B R
A S
K A
H W
B
D D
B
W F -1
-B -0
C R
E S
T A
N D T
O E R
O A
D R
E P
A
IR
S O
L
IC
IT
A T
IO
N N
O
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
A N
S I
D
B P
F
B P
F
M A
Y
XX
P Z
R
-1
-2
1845184518451845
1845 1845 1845 1845 1845
1855 1855 1855 1855
18601860186018601860
1860 1860
1860 1860
(BASIC BID)
TOE ROAD
EXISTING LEVEEEXISTING RELIEF WELL (TYP.)EXISTING ROCK TOE DRAIN (TYP.)
(BASIC BID)
LEVEE CREST ROAD
EXISTING WILLISTON
(BASIC BID)
EXISTING RAMP
CG108
CG101
CG103
CG102
CG104
CG105
CG106
CG107
CG109
CG110
CG111
C G
C G
4C G
C G
CG121
CG122
CG123
CG124
CG125
350+
+00
400+00
C G
C G
C G
C G
C G
N
N
100'0 50'
CG102
P L
A N
S H
E E
T O
F
G R
C
G .d g n
CG133
CG132
CG131
CG130
CG129
CG128
CG127
CG126
CG134
A
T C
H L
IN
E S
T A
S
E E S
H E
E T C
G
M A
T C
H L
IN
E
S
T A
S
E E S
H E
E T C
G
20+00 16' 1" TOE ROAD. CONTAMINATED MATERIAL (CLAY MIXED W/ROCK)
20+00 17' 3" CREST ROAD
15+00 TO 23+00 TOE ROAD. EXPOSED FABRIC
W -1
-8
-1
-7
-1
-6
-1
-5
-1
-3
-1
-4
W
IL
L
IS
T O
N
N O
R T
H D
A K
O T
A
A N
S I
D
W
IL
L
IS
T O
N L
E V
E E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A D
IS
T R
IC
T
O M
A H
A
N E
B R
A S
K A
H W
B
D D
B
W F -1
-B -0
C R
E S
T A
N D T
O E R
O A
D R
E P
A
IR
S O
L
IC
IT
A T
IO
N N
O
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
A N
S I
D
B P
F
B P
F
M A
Y
1845184518451845
1845 1845 1845 1845
1855 1855 1855 1855
18601860186018601860
1860 1860 1860
(BASIC BID)
TOE ROAD
EXISTING LEVEE
EXISTING RELIEF WELL (TYP.)DO NOT DISTURB
EXISTING ROCK TOE DRAIN (TYP.)
(BASIC BID)
EXISTING RAMP
(BASIC BID)
LEVEE CREST ROAD
EXISTING WILLISTON
EXISTING PIEZOMETER (TYP.)
CG108
CG101
CG103
CG102
CG104
CG105
CG106
CG107
CG109
CG110
CG111
C G
C G
4C G
C G
CG121
CG122
CG123
CG124
CG125
350+
+00
400+00
C G
C G
C G
C G
C G
N
N
100'0 50'
CG103
P L
A N
S H
E E
T O
F
G R
C
G .d g n
CG133
CG132
CG131
CG130
CG129
CG128
CG127
CG126
CG134
A
T C
H L
IN
E
S
T A
S
E E S
H E
E T C
G
M A
T C
H L
IN
E
S
T A
S
E E S
H E
E T C
G
SHEET PLAN
40+00 TO 137+25 TOE ROAD. EXPOSED FABRIC.
40+00 17' 3" CREST ROAD
40+00 17' 7" TOE ROAD
30+00 18' 1" CREST ROAD
30+00 19' 6" TOE ROAD
X X
X
X
X X
X
X P
Z
P Z
R W -1
-1
-1
-1
-9
W
IL
L
IS
T O
N
N O
R T
H D
A K
O T
A
A N
S I
D
W
IL
L
IS
T O
N L
E V
E E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A D
IS
T R
IC
T
O M
A H
A
N E
B R
A S
K A
H W
B
D D
B
W F -1
-B -0
C R
E S
T A
N D T
O E R
O A
D R
E P
A
IR
S O
L
IC
IT
A T
IO
N N
O
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
A N
S I
D
B P
F
B P
F
M A
Y
(BASIC BID)
TOE ROAD
EXISTING LEVEE
CP 108
CONTROL POINT
EXISTING ROCK TOE DRAIN (TYP.)
(BASIC BID)
LEVEE CREST ROAD
EXISTING WILLISTON
CG108
CG101
CG103
CG102
CG104
CG105
CG106
CG107
CG109
CG110
CG111
C G
C G
4C G
C G
CG121
CG122
CG123
CG124
CG125
350+
+00
400+00
C G
C G
C G
C G
C G
100'0 50'
SCALE:1"=50'
N
N
CG104
P L
A N
S H
E E
T O
F
G R
C
G .d g n
CG133
CG132
CG131
CG130
CG129
CG128
CG127
CG126
CG134
S E
E S
H E
E T C
G
M A
T C
H L
IN
E S
T A
M A
T C
H L
IN
E S
T A
S
E E S
H E
E T C
G
50+00 14' 8" CREST ROAD
50+00 18' 1" TOE ROAD. CONTAMINATED MATERIAL (CLAY MIXED W/ROCK)
40+00 TO 137+25 TOE ROAD. EXPOSED FABRIC.
W
IL
L
IS
T O
N
N O
R T
H D
A K
O T
A
A N
S I
D
W
IL
L
IS
T O
N L
E V
E E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A D
IS
T R
IC
T
O M
A H
A
N E
B R
A S
K A
H W
B
D D
B
W F -1
-B -0
C R
E S
T A
N D T
O E R
O A
D R
E P
A
IR
S O
L
IC
IT
A T
IO
N N
O
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
A N
S I
D
B P
F
B P
F
M A
Y
18451845
1855 1855
(BASIC BID)
TOE ROAD
EXISTING LEVEE
EXISTING RELIEF WELL (TYP.)
EXISTING ROCK TOE DRAIN (TYP.)
(BASIC BID)
LEVEE CREST ROAD
EXISTING WILLISTON
(BASIC BID)
EXISTING RAMP
EXISTING PIEZOMETER (TYP.)
CG108
CG101
CG103
CG102
CG104
CG105
CG106
CG107
CG109
CG110
CG111
C G
C G
4C G
C G
CG121
CG122
CG123
CG124
CG125
350+
+00
400+00
N
C G
C G
C G
C G
C G
N
100'0 50'
CG105
P L
A N
S H
E E
T O
F
G R
C
G .d g n
CG133
CG132
CG131
CG130
CG129
CG128
CG127
CG126
CG134
A
T C
H L
IN
E S
T A
S
E E S
H E
E T C
G
E E S
H E
E T C
G
M A
T C
H L
IN
E S
T A
60+00 17' 3" CREST ROAD
60+00 18' 1" TOE ROAD. CONTAMINATED MATERIAL (CLAY MIXED W/ROCK)
IL
L
IS
T O
N
N O
R T
H D
A K
O T
A
A N
S I
D
W
IL
L
IS
T O
N L
E V
E E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A D
IS
T R
IC
T
O M
A H
A
N E
B R
A S
K A
H W
B
D D
B
W F -1
-B -0
C R
E S
T A
N D T
O E R
O A
D R
E P
A
IR
S O
L
IC
IT
A T
IO
N N
O
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
A N
S I
D
B P
F
B P
F
M A
Y
XX
PZ 60-1.2
RW
-12-12
RW
-12-13
RW
-12-14
RW
-12-15
RW
11-6
RW
-12-16
RW
-12-18
RW
-12-17
RW
11-4
RW
11-3
RW
11-5
(BASIC BID)
TOE ROAD
EXISTING LEVEE EXISTING RELIEF WELL (TYP.)
DO NOT DISTURB
EXISTING ROCK TOE DRAIN (TYP.)
(BASIC BID)
LEVEE CREST ROAD
EXISTING WILLISTON (BASIC BID)
EXISTING RAMP
EXISTING PIEZOMETER (TYP.)
N
100'0 50'
SCALE:1"=50'
EX. GRAVEL DRIVE
CG108
CG101
CG103
CG102
CG104
CG105
CG106
CG107
CG109
CG110
CG111
C G
C G
4C G
C G
CG121
CG122
CG123
CG124
CG125
350+
+00
400+00
C G
C G
C G
C G
C G
N
CG106
P L
A N
S H
E E
T O
F
G R
C
G .d g n
CG133
CG132
CG131
CG130
CG129
CG128
CG127
CG126
CG134
A
T C
H L
IN
E S
T A
S
E E S
H E
E T C
G
M A
T C
H L
IN
E S
T A
S
E E S
H E
E T C
G
SHEET PLAN
80+00 16' 4" CREST ROAD
80+00 19' 8" TOE ROAD
70+00 17' 2" CREST ROAD
70+00 13' 1" TOE ROAD. CONTAMINATED MATERIAL (CLAY MIXED W/ROCK)
X
X
X
X
X
X
82-0.1R
PZ 73-1.2
RW17A
RW-12-19
RW11A
RW20A
PZ 82-1.2
RW19A
RW18A
RW15A RW16A
RW14A
L
IS
T O
N
N O
R T
H D
A K
O T
A
A N
S I
D
W
IL
L
IS
T O
N L
E V
E E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A D
IS
T R
IC
T
O M
A H
A
N E
B R
A S
K A
H W
B
D D
B
W F -1
-B -0
C R
E S
T A
N D T
O E R
O A
D R
E P
A
IR
S O
L
IC
IT
A T
IO
N N
O
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
A N
S I
D
B P
F
B P
F
M A
Y
1855 1855
1860 1860
(BASIC BID)
TOE ROAD
EXISTING LEVEE EXISTING RELIEF WELL (TYP.)
EXISTING ROCK TOE DRAIN (TYP.)
(BASIC BID)
EXISTING RAMP
(BASIC BID)
LEVEE CREST ROAD
EXISTING WILLISTON
EXISTING PIEZOMETER (TYP.)
100'0 50'
SCALE:1"=50'
N
CG108
CG101
CG103
CG102
CG104
CG105
CG106
CG107
CG109
CG110
CG111
C G
C G
4C G
C G
CG121
CG122
CG123
CG124
CG125
350+
+00
400+00
N
C G
C G
C G
C G
C G
SHEET PLAN
CG107
L
A N
S H
E E
T O
F
G R
C
G .d g n
CG133
CG132
CG131
CG130
CG129
CG128
CG127
CG126
CG134
A
T C
H L
IN
E S
T A
S
E E S
H E
E T C
G
M A
T C
H L
IN
E S
T A
S
E E S
H E
E T C
G
90+00 15' 2" CREST ROAD
90+00 13' 1" TOE ROAD. CONTAMINATED MATERIAL (CLAY MIXED W/ROCK)
80+00 16' 4" CREST ROAD
80+00 19' 8" TOE ROAD
X
X
X
X
X
X
P Z
L
R W -12-20
R
29A
28A
26A
20A
22A
21A R
23A
24A
L
IS
T O
N
N O
R T
H D
A K
O T
A
A N
S I
D
W
IL
L
IS
T O
N L
E V
E E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A D
IS
T R
IC
T
O M
A H
A
N E
B R
A S
K A
H W
B
D D
B
W F -1
-B -0
C R
E S
T A
N D T
O E R
O A
D R
E P
A
IR
S O
L
IC
IT
A T
IO
N N
O
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
A N
S I
D
B P
F
B P
F
M A
Y
18451845
(BASIC BID)
TOE ROAD
EXISTING LEVEE
EXISTING RELIEF WELL (TYP.)
CP 107
CONTROL POINT
(BASIC BID)
LEVEE CREST ROAD
EXISTING WILLISTON
(BASIC BID)
EXISTING RAMP
EXISTING PIEZOMETER (TYP.)
100'0 50'
SCALE:1"=50'
N
CG108
CG101
CG103
CG102
CG104
CG105
CG106
CG107
CG109
CG110
CG111
C G
C G
4C G
C G
CG121
CG122
CG123
CG124
CG125
350+
+00
400+00
N
C G
C G
C G
C G
C G
SHEET PLAN
L
A N
S H
E E
T O
F
G R
C
G .d g n
CG133
CG132
CG131
CG130
CG129
CG128
CG127
CG126
CG134
A
T C
H L
IN
E S
T A
S
E E S
H E
E T C
G
M A
T C
H L
IN
E S
T A
S
E E S
H E
E T C
G
110+00 15' 2" CREST ROAD
110+00 18' 1" TOE ROAD. CONTAMINATED MATERIAL (CLAY MIXED W/ROCK)
100+00 16' 3" CREST ROAD
100+00 15' 1" TOE ROAD. CONTAMINATED MATERIAL (CLAY MIXED W/ROCK)
X
X
X
X
X PZ L-4 PZ 103-1.2 PZ 106-1.2
0 1
RW
-12-20
RW
-12-21
31A
L
IS
T O
N
N O
R T
H D
A K
O T
A
A N
S I
D
W
IL
L
IS
T O
N L
E V
E E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A D
IS
T R
IC
T
O M
A H
A
N E
B R
A S
K A
H W
B
D D
B
W F -1
-B -0
C R
E S
T A
N D T
O E R
O A
D R
E P
A
IR
S O
L
IC
IT
A T
IO
N N
O
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
A N
S I
D
B P
F
B P
F
M A
Y
1840 1840 1840 1840 1840184018401840
1845 1845 1845 1845
18451845
184518451845
1855 1855 1855
18601860186018601860
1860 1860 1860 1860
(BASIC BID)
TOE ROAD
EXISTING LEVEE
EXISTING ROCK TOE DRAIN (TYP.)
(BASIC BID)
LEVEE CREST ROAD
EXISTING WILLISTON
CG108
CG101
CG103
CG102
CG104
CG105
CG106
CG107
CG109
CG110
CG111
C G
C G
4C G
C G
CG121
CG122
CG123
CG124
CG125
350+
+00
400+00
N
C G
C G
C G
C G
C G
N
100'0 50'
SCALE:1"=50'
SHEET PLAN
CG109
L
A N
S H
E E
T O
F
G R
C
G .d g n
CG133
CG132
CG131
CG130
CG129
CG128
CG127
CG126
CG134
A
T C
H L
IN
E S
T A
S
E E S
H E
E T C
G
M A
T C
H L
IN
E S
T A
S
E E S
H E
E T C
G
120+00 15' 3" CREST ROAD
120+00 17' 1" TOE ROAD. CONTAMINATED MATERIAL (CLAY MIXED W/ROCK)
L
IS
T O
N
N O
R T
H D
A K
O T
A
A N
S I
D
W
IL
L
IS
T O
N L
E V
E E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A D
IS
T R
IC
T
O M
A H
A
N E
B R
A S
K A
H W
B
D D
B
W F -1
-B -0
C R
E S
T A
N D T
O E R
O A
D R
E P
A
IR
S O
L
IC
IT
A T
IO
N N
O
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
A N
S I
D
B P
F
B P
F
M A
Y
1850 1850
(BASIC BID)
TOE ROAD
EXISTING LEVEE
EXISTING RELIEF WELL (TYP.)
EXISTING ROCK TOE DRAIN (TYP.)
(BASIC BID)
EXISTING RAMP
(BASIC BID)
LEVEE CREST ROAD
EXISTING WILLISTON
EXISTING PIEZOMETER (TYP.)
CG108
CG101
CG103
CG102
CG104
CG105
CG106
CG107
CG109
CG110
CG111
C G
C G
4C G
C G
0 CG121
CG122
CG123
CG124
CG125
350+
+00
400+00
N
C G
C G
C G
C G
C G
N
100'0 50'
SCALE:1"=50'
SHEET PLAN
CG110
L
A N
S H
E E
T
O
F
G R
C
G .d g n
CG133
CG132
CG131
CG130
CG129
CG128
CG127
CG126
CG134
A
T C
H L
IN
E S
T A
S
E E S
H E
E T C
G
M A
T C
H L
IN
E S
T A
S
E E S
H E
E T C
G
130+00 17' 4" CREST ROAD
130+00 17' 1" TOE ROAD. CONTAMINATED MATERIAL (CLAY MIXED W/ROCK)
XX PZ 130-1.1
0 1
RW-12-24
RW-12-25
RW-12-22
RW-12-23 RW34A
L
IS
T O
N
N O
R T
H D
A K
O T
A
A N
S I
D
W
IL
L
IS
T O
N L
E V
E E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A D
IS
T R
IC
T
O M
A H
A
N E
B R
A S
K A
H W
B
D D
B
W F -1
-B -0
C R
E S
T A
N D T
O E R
O A
D R
E P
A
IR
S O
L
IC
IT
A T
IO
N N
O
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
A N
S I
D
B P
F
B P
F
M A
Y
18451845
1850 1850 1850 1850
1855 1855 1855 1855 1855
18601860186018601860 1860 1860 1860 1860 1860
(BASIC BID)
TOE ROAD
EXISTING LEVEE
EXISTING RELIEF WELL (TYP.)
CP 106
CONTROL POINT
EXISTING ROCK TOE DRAIN (TYP.)
(BASIC BID)
LEVEE CREST ROAD
EXISTING WILLISTON
EXISTING PIEZOMETER (TYP.)
CG108
CG101
CG103
CG102
CG104
CG105
CG106
CG107
CG109
CG110
CG111
C G
C G
4C G
C G
0 CG121
CG122
CG123
CG124
CG125
350+
+00
400+00
N
C G
C G
C G
C G
C G
N
100'0 50'
SCALE:1"=50'
SHEET PLAN
CG111
L
A N
S H
E E
T
O
F
G R
C
G .d g n
CG133
CG132
CG131
CG130
CG129
CG128
CG127
CG126
CG134
A
T C
H L
IN
E S
T A
S
E E S
H E
E T C
G
E S
H E
E T C
G
M A
T C
H L
IN
E S
T A
150+25 TO 157+55 TOE ROAD. EXPOSED FABRIC.
150+00 15' 5" CREST ROAD
150+00 16' 6" TOE ROAD
140+00 16' 4" CREST ROAD
140+00 16' 4" TOE ROAD
LEVEE STATION WIDTH DEPTH COMMENT
EXISTING SURFACING CONDITIONS
XX PZ 145-1.1
RW-12-31
RW-12-30
RW-12-28
RW-12-29
RW-12-26
RW-12-27
L
IS
T O
N
N O
R T
H D
A K
O T
A
A N
S I
D
W
IL
L
IS
T O
N L
E V
E E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A D
IS
T R
IC
T
O M
A H
A
N E
B R
A S
K A
H W
B
D D
B
W F -1
-B -0
C R
E S
T A
N D T
O E R
O A
D R
E P
A
IR
S O
L
IC
IT
A T
IO
N N
O
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
A N
S I
D
B P
F
B P
F
M A
Y
518601860
(BASIC BID)
TOE ROAD
EXISTING LEVEE
EXISTING RELIEF WELL (TYP.)
EXISTING ROCK TOE DRAIN (TYP.)
END @ TOE ROAD
EXISTING RAMP (BASIC BID)
(BASIC BID)
LEVEE CREST ROAD
EXISTING WILLISTON
EXISTING PIEZOMETER (TYP.)
CG108
CG101
CG103
CG102
CG104
CG105
CG106
CG107
CG109
CG110
CG111
C G
C G
4C G
C G
0 CG121
CG122
CG123
CG124
CG125
350+
+00
400+00
N
C G
C G
C G
C G
C G
100'0 50'
SCALE:1"=50'
N
CG112
L
A N
S H
E E
T
O
F
G R
C
G .d g n
CG133
CG132
CG131
CG130
CG129
CG128
CG127
CG126
CG134
E
G
A V
L
D
I
V E
E
E S
H E
E T C
G
M A
T C
H L
IN
E S
T A
M A
T C
H L
IN
E S
T A
S
E E S
H E
E T C
G
SHEET PLAN
160+00 15' 2" CREST ROAD
160+00 19' 4" TOE ROAD
150+25 TO 157+55 TOE ROAD. EXPOSED FABRIC.
L
IS
T O
N
N O
R T
H D
A K
O T
A
A N
S I
D
W
IL
L
IS
T O
N L
E V
E E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A D
IS
T R
IC
T
O M
A H
A
N E
B R
A S
K A
H W
B
D D
B
W F -1
-B -0
C R
E S
T A
N D T
O E R
O A
D R
E P
A
IR
S O
L
IC
IT
A T
IO
N N
O
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
A N
S I
D
B P
F
B P
F
M A
Y
X
X
X
X
PZ 153-1
.1
PZ 163-1
.1
1840.61
1841.12
1843.92
1844.40
1844.68
1844.76
RW-12-32
RW-12-33
RW-12-34
RW-12-35
1850 1850 1850 1850
1855 1855 1855 1855 1855
1860 1860 1860 1860 1860 1860 1860 1860 1860 1860
(BASIC BID)
TOE ROAD
EXISTING LEVEE
EXISTING RELIEF WELL (TYP.)
(BASIC BID)
EXISTING RAMP
(BASIC BID)
LEVEE CREST ROAD
EXISTING WILLISTON
EXISTING PIEZOMETER (TYP.)
CG108
CG101
CG103
CG102
CG104
CG105
CG106
CG107
CG109
CG110
CG111
C G
C G
4C G
C G
0 CG121
CG122
CG123
CG124
CG125
350+
+00
400+00
N
C G
C G
C G
C G
C G
SHEET PLAN
N
100'0 50'
SCALE:1"=50'
CG113
L
A N
S H
E E
T
O
F
G R
C
G .d g n
CG133
CG132
CG131
CG130
CG129
CG128
CG127
CG126
CG134
A
T C
H L
IN
E S
T A
S
E E S
H E
E T C
G 2 M
A T
C H L
IN
E S
T A
S
E E S
H E
E T C
G
180+00 17' 2" CREST ROAD
180+00 18' 0" TOE ROAD. CONTAMINATED MATERIAL (CLAY MIXED W/ROCK)
171+27 TO 182+30 TOE ROAD. EXPOSED FABRIC.
170+00 17' 3" CREST ROAD
170+00 15' 6" TOE ROAD
X
XX
X
XX
PZ
4- 0.
PZP6
(1
.2
5-
9)
PZP5
.5 -0 .9
RW
-1 2-
L
IS
T O
N
N O
R T
H D
A K
O T
A
A N
S I
D
W
IL
L
IS
T O
N L
E V
E E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A D
IS
T R
IC
T
O M
A H
A
N E
B R
A S
K A
H W
B
D D
B
W F -1
-B -0
C R
E S
T A
N D T
O E R
O A
D R
E P
A
IR
S O
L
IC
IT
A T
IO
N N
O
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
A N
S I
D
B P
F
B P
F
M A
Y
0 1850 1850
18501855
1855 1855
1860 1860 1860 1860 1860
1860 1860 1860 1860
(BASIC BID)
TOE ROAD
EXISTING LEVEEEXISTING RELIEF WELL (TYP.)
WILLEVEE 2
SURVEY MONUMENT
(BASIC BID)
LEVEE CREST ROAD
EXISTING WILLISTON
(BASIC BID)
EXISTING RAMP
EXISTING PIEZOMETER (TYP.)
CG108
CG101
CG103
CG102
CG104
CG105
CG106
CG107
CG109
CG110
CG111
C G
C G
4C G
C G
0 CG121
CG122
CG123
CG124
CG125
350+
+00
400+00
C G
C G
C G
C G
C G
SHEET PLAN
N
100'0 50'
SCALE:1"=50'
N
CG114
L
A N
S H
E E
T
O
F
G R
C
G .d g n
CG133
CG132
CG131
CG130
CG129
CG128
CG127
CG126
CG134
E S
H E
E T C
G
M A
T C
H L
IN
E S
T A
M A
T C
H L
IN
E S
T A
S
E E S
H E
E T C
G
190+00 18' 1" CREST ROAD
190+00 16' 7" TOE ROAD
X XXXXX X X X
X
X XXXXX X X X
PZ
P4
1.
-0
PZ
P3
1.
3-
P2
1.
7-
P1
1.
-0
P7
1.
-0
P8
2.
3-
P9
3.
3-
5.
5-
1R
4-
PZP5
.5 -0
RW
-1
L
IS
T O
N
N O
R T
H D
A K
O T
A
A N
S I
D
W
IL
L
IS
T O
N L
E V
E E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A D
IS
T R
IC
T
O M
A H
A
N E
B R
A S
K A
H W
B
D D
B
W F -1
-B -0
C R
E S
T A
N D T
O E R
O A
D R
E P
A
IR
S O
L
IC
IT
A T
IO
N N
O
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
A N
S I
D
B P
F
B P
F
M A
Y
1850 1850 1850 1850 1850
1855 1855 1855 1855 1855
1860 1860 1860 1860 1860
1860 1860 1860 1860 1860
(NO WORK REQUIRED)
500' TOE ROAD TEST SECTION FROM STA. 200+00 TO STA. 205+00 CONSTRUCTED SEPTEMBER, 2015
(NO WORK REQUIRED)
1000' CREST ROAD TEST SECTION FROM STA. 195+00 TO STA. 205+00 CONSTRUCTED SEPTEMBER, 2015
(BASIC BID)
TOE ROAD
EXISTING LEVEE
EXISTING RELIEF WELL (TYP.)
(BASIC BID)
LEVEE CREST ROAD
EXISTING WILLISTON
CP 105
POINT
CONTROL
CG108
CG101
CG103
CG102
CG104
CG105
CG106
CG107
CG109
CG110
CG111
C G
C G
4C G
C G
0 CG121
CG122
CG123
CG124
CG125
350+
+00
400+00
N
C G
C G
C G
C G
C G
SHEET PLAN
100'0 50'
SCALE:1"=50'
N
CG115
L
A N
S H
E E
T
O
F
G R
C
G .d g n
CG133
CG132
CG131
CG130
CG129
CG128
CG127
CG126
CG134
STATIONS 195+00 AND 205+00.
CONTRACTOR SHALL PROVIDE SMOOTH TRANSITION TO NEW WORK AT
REPAIRED TO PRE-CONSTRUCTION CONDITIONS AS DETERMINED BY THE COR.
ROAD IS DAMAGED BY CONTRACTOR ACTIVITIES. ANY DAMAGE SHALL BE
AND STATIONS 200+00 TO 205+00 (TOE ROAD) UNLESS THIS SECTION OF
NO WORK REQUIRED BETWEEN STATIONS 195+00 TO 205+00 (CREST ROAD)
VALIDATE MATERIALS AND METHODS FOR REPAIRING ROADS.
2. TEST STRIP WAS CONSTRUCTED BY CORPS OF ENGINEERS TO
E S
H E
E T C
G
M A
T C
H L
IN
E S
T A
M A
T C
H L
IN
E S
T A
S
E E S
H E
E T C
G
200+00 TO 205+00 TOE ROAD TEST SECTION (NO WORK REQUIRED)
195+00 TO 205+00 CREST ROAD TEST SECTION (NO WORK REQUIRED)
L
IS
T O
N
N O
R T
H D
A K
O T
A
A N
S I
D
W
IL
L
IS
T O
N L
E V
E E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A D
IS
T R
IC
T
O M
A H
A
N E
B R
A S
K A
H W
B
D D
B
W F -1
-B -0
C R
E S
T A
N D T
O E R
O A
D R
E P
A
IR
S O
L
IC
IT
A T
IO
N N
O
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
A N
S I
D
B P
F
B P
F
M A
Y
RW
-1
1860 1860
(BASIC BID)
TOE ROAD
EXISTING LEVEE
EXISTING RELIEF WELL (TYP.)
(BASIC BID)
LEVEE CREST ROAD
EXISTING WILLISTON
(BASIC BID)
EXISTING RAMP
EXISTING PIEZOMETER (TYP.)
CG101
CG103
CG102
CG104
CG105
CG106
CG107
CG109
CG110
CG111
C G
C G
4C G
C G
0 CG121
CG122
CG123
CG124
CG125
350+
+00
400+00
N
C G
C G
C G
C G
C G
SHEET PLAN
100'0 50'
SCALE:1"=50'
N
CG116
L
A N
S H
E E
T
O
F
G R
C
G .d g n
CG133
CG132
CG131
CG130
CG129
CG128
CG127
CG126
CG134
A
T C
H L
IN
E S
T A
S
E E S
H E
E T C
G
M A
T C
H L
IN
E S
T A
S
E E S
H E
E T C
G
220+00 17' 3" CREST ROAD
220+00 13' 6" TOE ROAD
210+00 17' 2" CREST ROAD
210+00 16' 5" TOE ROAD
X
X
X
PZ 2
10-
0.8
PZ 2
18-
0.9
RW-1
2-62
2-63
2-65
2-66
2-58
2-61
2-64
2-59
2-60
L
IS
T O
N
N O
R T
H D
A K
O T
A
A N
S I
D
W
IL
L
IS
T O
N L
E V
E E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A D
IS
T R
IC
T
O M
A H
A
N E
B R
A S
K A
H W
B
D D
B
W F -1
-B -0
C R
E S
T A
N D T
O E R
O A
D R
E P
A
IR
S O
L
IC
IT
A T
IO
N N
O
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
A N
S I
D
B P
F
B P
F
M A
Y
1850 1850 1850
1855 1855 1855 1855 1855
1860 1860 1860 1860 1860 1860 1860 1860 1860
(BASIC BID)
TOE ROAD
EXISTING LEVEEEXISTING RELIEF WELL (TYP.)
(OPTION 2)
STOCKPILE #2
(BASIC BID)
LEVEE CREST ROAD
EXISTING WILLISTON
EXISTING PIEZOMETER (TYP.)
CG108
CG101
CG103
CG102
CG104
CG105
CG106
CG107
CG109
CG110
CG111
C G
C G
4C G
C G
0 CG121
CG122
CG123
CG124
CG125
350+
+00
400+00
N
C G
C G
C G
C G
C G
N
100'0 50'
SCALE:1"=50'
CG117
L
A N
S H
E E
T
O
F
G R
C
G .d g n
SHEET PLAN
CG133
CG132
CG131
CG130
CG129
CG128
CG127
CG126
CG134
E S
H E
E T C
G
M A
T C
H L
IN
E S
T A
M A
T C
H L
IN
E S
T A
S
E E S
H E
E T C
G
230+00 17' 2" CREST ROAD
230+00 16' 3" TOE ROAD
X
X
XX
X
XPZ 223-0.9
PZ 232-0.9
PZ 232-0.1R
RW-12-70
RW-12-71 RW-12-67
RW-12-69 RW-12-68
RW11-22 RW11-20 RW11-18
RW11-7
RW11-8
RW11-9 RW11-23 RW11-88R
RW11-19
RW11-21
L
IS
T O
N
N O
R T
H D
A K
O T
A
A N
S I
D
W
IL
L
IS
T O
N L
E V
E E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A D
IS
T R
IC
T
O M
A H
A
N E
B R
A S
K A
H W
B
D D
B
W F -1
-B -0
C R
E S
T A
N D T
O E R
O A
D R
E P
A
IR
S O
L
IC
IT
A T
IO
N N
O
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
A N
S I
D
B P
F
B P
F
M A
Y
1835 1835
1840184018401840
18451845184518451845
1850 1850 1850
1855 1855 1855
18601860186018601860
1860 1860 1860
(BASIC BID)
TOE ROAD
EXISTING LEVEE
EXISTING RELIEF WELL (TYP.)
CP 104
POINT
CONTROL
(BASIC BID)
EXISTING RAMP
(BASIC BID)
LEVEE CREST ROAD
EXISTING WILLISTON
EXISTING PIEZOMETER (TYP.)
CG108
CG101
CG103
CG102
CG104
CG105
CG106
CG107
CG109
CG110
CG111
C G
C G
4C G
C G
0 CG121
CG122
CG123
CG124
CG125
350+
+00
400+00
N
C G
C G
C G
C G
C G
100'0 50'
SCALE:1"=50'
N
SHEET PLAN
CG118
L
A N
S H
E E
T
O
F
G R
C
G .d g n
CG133
CG132
CG131
CG130
CG129
CG128
CG127
CG126
CG134
A
T C
H L
IN
E S
T A
S
E E S
H E
E T C
G
E S
H E
E T C
G
M A
T C
H L
IN
E S
T A
250+00 17' 3" CREST ROAD
250+00 17' 5" TOE ROAD
240+00 27' 2" CREST ROAD & TURNOUT
240+00 15' 4" TOE ROAD
X X
XXX X X
X X
XXX X X
PZ P11 (237.4-0.
8)
P Z
P
P
PZ P13 (239.4-0.
8)
P Z
L
PZ 243-0.9
PZ 250-0.9
RW-12-83 RW-12-81 RW-12-82 RW-12-79 RW-12-72 RW-12-74 RW-12-78 RW-12-76 RW-12-77 RW-12-73 RW-12-75 RW-12-80
RW11-10
RW11-11
L
IS
T O
N
N O
R T
H D
A K
O T
A
A N
S I
D
W
IL
L
IS
T O
N L
E V
E E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A D
IS
T R
IC
T
O M
A H
A
N E
B R
A S
K A
H W
B
D D
B
W F -1
-B -0
C R
E S
T A
N D T
O E R
O A
D R
E P
A
IR
S O
L
IC
IT
A T
IO
N N
O
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
A N
S I
D
B P
F
B P
F
M A
Y
1840184018401840
18451845
1850 1850 1850 1850 1850
1855 1855 1855 1855
1860 186018601860 1860 1860 1860 1860 1860
(BASIC BID)
TOE ROAD
EXISTING LEVEE
EXISTING RELIEF WELL (TYP.)
(BASIC BID)
LEVEE CREST ROAD
EXISTING WILLISTON
EXISTING PIEZOMETER (TYP.)
CG108
CG101
CG103
CG102
CG104
CG105
CG106
CG107
CG109
C G
C G
4C G
C G
0 CG121
CG122
CG123
CG124
CG125
350+
+00
400+00
C G
C G
C G
C G
C G
N
N
100'0 50'
SCALE:1"=50'
CG119
L
A N
S H
E E
T
O
F
G R
C
G .d g n
CG133
CG132
CG131
CG130
CG129
CG128
CG127
CG126
CG134
SHEET PLAN
E S
H E
E T C
G
M A
T C
H L
IN
E S
T A
M A
T C
H L
IN
E S
T A
S
E E S
H E
E T C
G
CG111
CG110
260+50 TO 264+64 TOE ROAD. EXPOSED FABRIC.
260+00 18' 2" CREST ROAD
260+00 15' 4" TOE ROAD
L
IS
T O
N
N O
R T
H D
A K
O T
A
A N
S I
D
W
IL
L
IS
T O
N L
E V
E E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A D
IS
T R
IC
T
O M
A H
A
N E
B R
A S
K A
H W
B
D D
B
W F -1
-B -0
C R
E S
T A
N D T
O E R
O A
D R
E P
A
IR
S O
L
IC
IT
A T
IO
N N
O
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
A N
S I
D
B P
F
B P
F
M A
Y
XX X
XXX X X X
XX X
XXX X X X
PZ L-6
PZ L-7
PZ 258-0.9
P Z
P
P
P
P
P
RW-12-83 RW-12-84 RW-12-87 RW-12-86 RW-12-88 RW-12-89 RW-12-85
RW-12-90 RW-12-95 RW-12-91 RW-12-94 RW-12-93 RW-12-92
18451845
1855 1855
1860 1860
(BASIC BID)
TOE ROAD
EXISTING LEVEE EXISTING RELIEF WELL (TYP.)
(BASIC BID)
LEVEE CREST ROAD
EXISTING WILLISTON
(BASIC BID)
EXISTING RAMP
EXISTING PIEZOMETER (TYP.)
CG108
CG101
CG103
CG102
CG104
CG105
CG106
CG107
CG109
CG110
CG111
C G
C G
4C G
C G
0 CG121
CG122
CG123
CG124
CG125
350+
+00
400+00
N
C G
C G
C G
C G
C G
SHEET PLAN
100'0 50'
SCALE:1"=50'
N
CG120
L
A N
S H
E E
T
O
F
G R
C
G .d g n
CG133
CG132
CG131
CG130
CG129
CG128
CG127
CG126
CG134
A
T C
H L
IN
E S
T A
S
E E S
H E
E T C
G
M A
T C
H L
IN
E S
T A
S
E E S
H E
E T C
G
270+00 17' 4" CREST ROAD
270+00 16' 6" TOE ROAD
267+00 TO 268+67 TOE ROAD. EXPOSED FABRIC.
X
X
X
X
X
PZ 266-0.9
PZ 271-0.9
P Z
RW-12-106
RW-12-103 RW-12-102 RW-12-104 RW-12-105
RW-12-98
RW-12-99 RW-12-100
RW-12-96
RW-12-97
RW-12-101
L
IS
T O
N
N O
R T
H D
A K
O T
A
A N
S I
D
W
IL
L
IS
T O
N L
E V
E E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A D
IS
T R
IC
T
O M
A H
A
N E
B R
A S
K A
H W
B
D D
B
W F -1
-B -0
C R
E S
T A
N D T
O E R
O A
D R
E P
A
IR
S O
L
IC
IT
A T
IO
N N
O
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
A N
S I
D
B P
F
B P
F
M A
Y
(BASIC BID)
TOE ROAD
EXISTING LEVEE
EXISTING RELIEF WELL (TYP.)
(BASIC BID)
LEVEE CREST ROAD
EXISTING WILLISTON
EXISTING PIEZOMETER (TYP.)
CG108
CG101
CG103
CG102
CG104
CG105
CG106
CG107
CG109
CG110
CG111
C G
C G
4C G
C G
0 CG121
CG122
CG123
CG124
CG125
350+
+00
400+00
C G
C G
C G
C G
C G
SHEET PLAN
100'0 50'
SCALE:1"=50'
NN
CG121
L
A N
S H
E E
T
O
F
G R
C
G .d g n
CG133
CG132
CG131
CG130
CG129
CG128
CG127
CG126
CG134
A
T C
H L
IN
E S
T A
S
E E S
H E
E T C
G
M A
T C
H L
IN
E S
T A
S
E E S
H E
E T C
G
290+00 16' 3" CREST ROAD
290+00 17' 4" TOE ROAD
280+00 16' 3" CREST ROAD
280+00 17' 6" TOE ROAD
L
IS
T O
N
N O
R T
H D
A K
O T
A
A N
S I
D
W
IL
L
IS
T O
N L
E V
E E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A D
IS
T R
IC
T
O M
A H
A
N E
B R
A S
K A
H W
B
D D
B
W F -1
-B -0
C R
E S
T A
N D T
O E R
O A
D R
E P
A
IR
S O
L
IC
IT
A T
IO
N N
O
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
A N
S I
D
B P
F
B P
F
M A
Y
XX
PZ 280-0.9
RW-12-108 RW-12-109
RW-12-111
RW-12-107
RW-12-110
18451845
1850 1850 1850 1850
1855 1855
1860 1860
1860 1860
(BASIC BID)
TOE ROAD
EXISTING LEVEE
EXISTING RELIEF WELL (TYP.)
CP 103
CONTROL POINT
(BASIC BID)
EXISTING RAMP
(BASIC BID)
LEVEE CREST ROAD
EXISTING WILLISTON
EXISTING PIEZOMETER (TYP.)
CG108
CG101
CG103
CG102
CG104
CG105
CG106
CG107
CG109
CG110
CG111
C G
C G
4C G
C G
0 CG121
CG122
CG123
CG124
CG125
350+
+00
400+00
N
C G
C G
C G
C G
C G
N
100'0 50'
SCALE:1"=50'
SHEET PLAN
CG122
L
A N
S H
E E
T
O
F
G R
C
G .d g n
CG133
CG132
CG131
CG130
CG129
CG128
CG127
CG126
CG134
A
T C
H L
IN
E S
T A
S
E E S
H E
E T C
G
E S
H E
E T C
G
M A
T C
H L
IN
E S
T A
300+00 29' 4" CREST ROAD & TURNOUT
300+00 18' 5" TOE ROAD
X X
X
X
XP
Z
PZ 293-0.1R
PZ 302-1.4
-12-112
L
IS
T O
N
N O
R T
H D
A K
O T
A
A N
S I
D
W
IL
L
IS
T O
N L
E V
E E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A D
IS
T R
IC
T
O M
A H
A
N E
B R
A S
K A
H W
B
D D
B
W F -1
-B -0
C R
E S
T A
N D T
O E R
O A
D R
E P
A
IR
S O
L
IC
IT
A T
IO
N N
O
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
A N
S I
D
B P
F
B P
F
M A
Y
18401840
18451845
1850 1850 1850 1850 1850
1855 1855 1855 1855 1855
1860 1860 1860 1860 1860
18601860
(BASIC BID)
TOE ROAD
EXISTING LEVEE
(BASIC BID)
LEVEE CREST ROAD
EXISTING WILLISTON
EXISTING PIEZOMETER (TYP.)
CG108
CG101
CG103
CG102
CG104
CG105
CG106
CG107
CG109
CG110
CG111
C G
C G
4C G
C G
0 CG121
CG122
CG123
CG124
CG125
350+
+00
400+00
N
C G
C G
C G
C G
C G
N
100'0 50'
SCALE:1"=50'
SHEET PLAN
CG123
L
A N
S H
E E
T
O
F
G R
C
G .d g n
CG127
CG128
CG126
CG133
CG131
CG130
CG129
CG132
CG134
A
T C
H L
IN
E S
T A
S
E E S
H E
E T C
G
M A
T C
H L
IN
E S
T A
S
E E S
H E
E T C
G
320+00 16' 6" CREST ROAD
320+00 17' 3" TOE ROAD
310+00 17' 3" CREST ROAD
310+00 16' 5" TOE ROAD
L
IS
T O
N
N O
R T
H D
A K
O T
A
A N
S I
D
W
IL
L
IS
T O
N L
E V
E E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A D
IS
T R
IC
T
O M
A H
A
N E
B R
A S
K A
H W
B
D D
B
W F -1
-B -0
C R
E S
T A
N D T
O E R
O A
D R
E P
A
IR
S O
L
IC
IT
A T
IO
N N
O
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
A N
S I
D
B P
F
B P
F
M A
Y
X
X X
X
X X
PZ 312-2.1
PZ 12-0.7
PZ 312-0.1R
PZ 317-1.9
18401840
1855 1855
(BASIC BID)
TOE ROAD
EXISTING LEVEE DIESEL PUMP STATION
WILLISTON RESOURCE OFFICE
EXISTING RELIEF WELLS (TYP.)
(OPTION 1)
LEVEE CREST ROAD
EXISTING WILLISTON
(OPTION 2)
STOCKPILE #1
WILLEVEE 3
SURVEY MONUMENT
(OPTION 1)
EXISTING RAMP
(OPTION 1)
STATION 331+00
ROAD SURFACING AT LEVEE
BEGIN EXISTING LEVEE CREST
(BASIC BID)
STA. 330+00
ROAD SURFACING AT
END EXISTING LEVEE TOE
(BASIC BID)
STATION 328+90
ROAD SURFACING AT LEVEE
END EXISTING LEVEE CREST
(BASIC BID)
LEVEE CREST ROAD
EXISTING WILLISTON
TO BE PROTECTED.
WASTEWATER FORCE MAIN
CITY OF WILLISTON 24" DIP
ELECTRIC PUMP STATION
TO BE PROTECTED.
3-36" STEEL DISCHARGE PIPES
TO BE PROTECTED.
3-30" STEEL DISCHARGE PIPES
STA. 331+00
BETWEEN STA. 328+90 TO
NO WORK TO BE PERFORMED
CG108
CG101
CG103
CG102
CG104
CG105
CG106
CG107
CG109
CG110
CG111
C G
C G
4C G
C G
0 CG121
CG122
CG123
CG124
CG125
CG127
CG128
CG126
350+
CG133
CG131
CG130
CG129
CG132
+00
400+00
N
C G
C G
C G
C G
C G
SHEET PLAN
N
100'0 50'
SCALE:1"=50'
CG134
CG124
L
A N
S H
E E
T
O
F
G R
C
G .d g n
A
T C
H L
IN
E S
T A
S
E E S
H E
E T C
G
M A
T C
H L
IN
E S
T A
S
E E S
H E
E T C
G
331+00 CREST ROAD. BEGIN OPTION 1.
330+00 14' 6" TOE ROAD. END BASIC BID.
328+90 18' 5" CREST ROAD. END BASIC BID.
327+60 16' 6" TOE ROAD
L
IS
T O
N
N O
R T
H D
A K
O T
A
A N
S I
D
W
IL
L
IS
T O
N L
E V
E E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A D
IS
T R
IC
T
O M
A H
A
N E
B R
A S
K A
H W
B
D D
B
W F -1
-B -0
C R
E S
T A
N D T
O E R
O A
D R
E P
A
IR
S O
L
IC
IT
A T
IO
N N
O
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
A N
S I
D
B P
F
B P
F
M A
Y
0 3
RW-12-113
RW-12-114
RW-12-115
RW59A
WILLISTON RESOURCE OFFICE
(OPTION 1)
LEVEE CREST ROAD
EXISTING WILLISTON
(NOT IN CONTRACT)
EXISTING LEVEE MAINTENANCE ROAD
EXISTING PIEZOMETER (TYP.)
N
100'0 50'
SCALE:1"=50'
EX.
GRAVEL DRIVE
CG125
L
A N
S H
E E
T
O
F
G R
C
G .d g n
CG108
CG101
CG103
CG102
CG104
CG105
CG106
CG107
CG109
CG110
CG111
C G
C G
4C G
C G
0 CG121
CG122
CG123
CG124
CG125
CG127
CG128
CG126
350+
CG133
CG131
CG130
CG129
CG132
+00
400+00
N
C G
C G
C G
C G
C G
CG134
SHEET PLAN
A
T C
H L
IN
E S
T A
S
E E S
H E
E T C
G
M A
T C
H L
IN
E S
T A
S
E E S
H E
E T C
G
340+00 14' 3" CREST ROAD
L
IS
T O
N
N O
R T
H D
A K
O T
A
A N
S I
D
W
IL
L
IS
T O
N L
E V
E E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A D
IS
T R
IC
T
O M
A H
A
N E
B R
A S
K A
H W
B
D D
B
W F -1
-B -0
C R
E S
T A
N D T
O E R
O A
D R
E P
A
IR
S O
L
IC
IT
A T
IO
N N
O
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
A N
S I
D
B P
F
B P
F
M A
Y
X
X
X
X
PZ 337-0.9
PZ 344-2.8
EXISTING RELIEF WELL (TYP.)
(OPTION 1)
LEVEE CREST ROAD
EXISTING WILLISTON
(NOT IN CONTRACT)
MAINTENANCE ROAD
EXISTING LEVEE
CP 102
CONTROL POINT
(NOT IN CONTRACT)
EXISTING LEVEE TOE ROAD
(OPTION 1)
EXISTING RAMP
EXISTING PIEZOMETER (TYP.)
CG108
CG101
CG103
CG102
CG104
CG105
CG106
CG107
CG109
CG110
CG111
C G
C G
4C G
C G
0 CG121
CG122
CG123
CG124
CG125
CG127
CG128
CG126
350+
CG133
CG131
CG130
CG129
CG132
+00
400+00
N
C G
C G
C G
C G
C G
N
100'0 50'
SCALE:1"=50'
CG126
P L
A N
S H
E E
T
O
F
CG134
EX. GRAVEL DRIVE
EX. GRAVEL DRIVE
SHEET PLAN
G R
C
G .d g n
E S
H E E T C
G
M A T C
H L
IN
E S
T A
M A
T C
H L
IN
E S
T A
S
E E S
H E
E T C
G
360+00 16' 4" CREST ROAD
350+00 16' 1" CREST ROAD
L
IS
T O
N
N O
R T
H D
A K
O T
A
A N
S I
D
W
IL
L
IS
T O
N L
E V
E E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A D
IS
T R
IC
T
O M
A H
A
N E
B R
A S
K A
H W
B
D D
B
W F -1
-B -0
C R
E S
T A
N D T
O E R
O A
D R
E P
A
IR
S O
L
IC
IT
A T
IO
N N
O
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
A N
S I
D
B P
F
B P
F
M A
Y
XX
P
Z
R W -1
-1
-1
-1
18551855
1860186018601860
186018601860
(NOT IN CONTRACT)
EXISTING RAILROAD TRACKS
(OPTION 1)
LEVEE CREST ROAD
EXISTING WILLISTON
(OPTION 1)
LEVEE CREST ROAD
EXISTING WILLISTON
(OPTION 1)
EXISTING RAMP
EXISTING PIEZOMETER (TYP.)
CG108
CG101
CG103
CG102
CG104
CG105
CG106
CG107
CG109
CG110
CG111
C G
C G
4C G
C G
0 CG121
CG122
CG123
CG124
CG125
CG127
CG128
CG126
350+
CG133
CG131
CG130
CG129
CG132
+00
400+00
N
C G
C G
C G
C G
C G
100'0 50'
SCALE:1"=50'
N
CG127
P L
A N
S H
E E
T
O
F
CG134
EX. GRAVEL DRIVE
SHEET PLAN
G R
C
G .d g n
E
E S
H E
E T C
G
M A
T C
H L
IN
E S
T A
M A
T C
H L
IN
E S
T A
S
E E S
H E
E T C
G
L
IS
T O
N
N O
R T
H D
A K
O T
A
A N
S I
D
W
IL
L
IS
T O
N L
E V
E E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A D
IS
T R
IC
T
O M
A H
A
N E
B R
A S
K A
H W
B
D D
B
W F -1
-B -0
C R
E S
T A
N D T
O E R
O A
D R
E P
A
IR
S O
L
IC
IT
A T
IO
N N
O
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
A N
S I
D
B P
F
B P
F
M A
Y
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it.