W912ES21B0012_PLANS.pdf
PDF 30 MB Posted
- Attached to
- Fargo Moorhead Metropolitan (FMM) Area Flood Risk Management Project, Drain 27 Wetland Restoration
- Solicitation number
- W912ES21B0012
About this file
This document outlines an invitation for bid for the Drain 27 Wetland Restoration Project. The U.S. Army Corps of Engineers, St. Paul District is seeking bids for excavation work to create a wetland and earthen embankment, as well as removal of roads and utilities. The project aims to mitigate wetland impacts from construction of the Fargo Moorhead Metropolitan Area Flood Risk Management Project. Bids are sought on a base portion and one option, with an anticipated value between $5-10 million. The resulting contract will be firm fixed-price. The solicitation is a total small business set-aside, with a closing date of the referenced website. Bidders must register in the System for Award Management to conduct business with the Department of Defense.
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
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
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
VOLUME #
A
-B
U
IL
T N
O
F
IL
E N
A M
E
®of Engineers
US Army Corps
F M
M D
G -0 x x x .d g n
S T P
A U
L
M
IN
N E
S O
T A
S T P
A U
L D
IS
T R
IC
T
F A
R G
O
N D
F A
R G
O -M
O O
R H
E A
D F
L O
O D R
IS
K M
A N
A G
E M
E N
T
FARGO, ND
FARGO-MOORHEAD FLOOD RISK MANAGEMENT
R E
D R
IV
E R O
F T
H E N
O R
T H R
IV
E R B
A S
IN
RED RIVER OF THE NORTH RIVER BASIN
G-001
C O
V E
R S
H E
E T
A N
S I
D
T S
U L L
Y
DRAIN 27 WETLAND RESTORATION
D R
A
IN
W
E T
L A
N D R
E S
T O
R A
T
IO
N
W912ES21B0012
W E
S
B
O C
T O
B E
R
OCTOBER 2021
R
M C
G A
R V
E Y
B S
P R
A N
G
B S
P R
A N
G
ADVERTISEMENT
APPROVED BY:
APPROVAL RECOMMENDED BY:
CHIEF DIVISIONENGR & CONST
EC-D
CHIEF
CHIEF BRANCH
BRANCH
CHIEF BRANCH
EC-H
EC-G
MENDATION OF ALL DRAWINGS IN THIS SET.
SIGNATURES INDICATE OFFICIAL RECOM-
MENT AS REQUIRED BY ER 1110-1-8152.
WITHIN THE SCOPE OF THEIR EMPLOY-
APPEAR ON THESE PROJECT DOCUMENTS
TRATION DESIGNATIONS OF INDIVIDUALS
THE INITIALS OR SIGNATURES AND REGIS-
PAUL DISTRICT CORPS OF ENGINEERS.
THIS PROJECT WAS DESIGNED BY THE ST.
TECHNICAL LEAD
W-73
W-70W-71
W-72
IN DIFFERENT CONTRACT
SE-3 EMBANKMENT. CONSTRUCTED
DRAIN 27
STOCKPILE AREA
STOCKPILE AREA
HAUL ROUTE TO
OPTION LIMITS
IN DIFFERENT CONTRACT
SE-2 EMBANKMENT. CONSTRUCTED
IN DIFFERENT CONTRACT
SE-1 EMBANKMENT. CONSTRUCTED
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
ST BENEDICT
FMM 03
FMM 07
FMM 06
T
H S
T . S
112TH AVE. S
IN
T
E R
S T
A T
E
T
H A
V E S
E /C
O R
D
100TH AVE. S/CO RD 14
48TH ST SE/CO RD 16
HORACE
-B
U
IL
T N
O
F
IL
E N
A M
E
F A
R G
O
N D
F A
R G
O -M
O O
R H
E A
D F
L O
O D R
IS
K M
A N
A G
E M
E N
T
R E
D R
IV
E R O
F T
H E N
O R
T H R
IV
E R B
A S
IN
S T P
A U
L
M
IN
N E
S O
T A
S T P
A U
L D
IS
T R
IC
T
LEGEND
RIVERS & LAKES
LOCK AND DAM
NATIONAL BOUNDARIES
DISTRICT BOUNDARIES
STATE BOUNDARIES
MINOT
S
O S
RU
I
R
FORKS
GRAND
CITY
VALLEY
R
D E
R I V E R
F O
T H E
N O
T R
H
BRAINERD
BEMIDJI
MINNEAPOLIS
M I N
NES
O
TA
R
MANKATO
ST. PAUL
EAU CLAIRE
ROCHESTER
MADISON
PORTAGE
WIS
SIN
R
CON
C
HI
P P E
W A
R S T
CROIX
R
I S
SPPI
R
M I S S
I
DULUTH
GRAND RAPIDS
LAKE
DEVIL'S
CLOUD
ST.
LOCATION
PROJECT
S
HEYENNE R
A1
N
L O
C A
T
IO
N A
N D V
IC
IN
IT
Y M
A P
S
G-002
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
ID
N
D
N A
V D
.9
B
SCALE: 1" = 2000'
LOCATION MAP
A N
S I
D
VICINITY MAP
SCALE: NTS
N D S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
F M
M D
G -0 x x x .d g n
0 2000' 4000'
T S
U L L
Y
IOWA
SOUTH DAKOTA
NORTH DAKOTA
MINNESOTA
WISCONSIN
MICHIGAN
C A N A D A
D8
VERTICAL AND HORIZONTAL CONTROL POINTS TABLE
C8
D R
A
IN
W
E T
L A
N D R
E S
T O
R A
T
IO
N
W E
S
B
O C
T O
B E
R
R
M C
G A
R V
E Y
B S
P R
A N
G
B S
P R
A N
D1
D1
Drawing Identifier
Sheet Name
Drawing Identifier
Sheet Name
Drawing Identifier
Sheet Name
SUPPLEMENTAL INFORMATION
SCALE: NTS
SUPPLEMENTAL INFORMATION
1" =XXX' SCALE:
DETAIL/SECTION
DETAIL/SECTION
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
DESCRIPTION
CONSTRUCTION DRAWING INDEX
PRODUCT I.D.
DRAWING NO.
AS-BUILT
REF.
SHEET
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
PILE DETAILS
STRUCTURAL DRAWINGS
LOW FLOW PIPE DETAILS
LOW FLOW PIPE PLAN AND PROFILE
MECHANICAL DRAWINGS
HABITAT MOUND/EXCESS TOPSOIL - PLAN
LANDSCAPE PLANS
HORIZONTAL CONTROL TABLE
HORIZONTAL CONTROL TABLE
DETAILS
ACCESS ROAD TURNAROUND
EARTHEN STRUCTURE ROCK PLAN
ROAD REMOVAL AND 112TH AVE TERMINATOR TYPICAL SECTIONS
EARTHEN STRUCTURE AND ACCESS ROAD TYPICAL SECTIONS
DRAIN 27 CENTERLINE PROFILE
PROFILES: EARTHEN STRUCTURE, BORROW DITCH & 57TH ST RAMP
ACCESS ROAD PROFILE
112TH AVE S. TERMINATOR TURNAROUND
ACCESS ROAD PLAN
EARTHEN STRUCTURE PLAN
WETLAND AND ROAD REMOVAL - GRADING PLAN - 8 OF 8
WETLAND AND ROAD REMOVAL - GRADING PLAN - 7 OF 8
WETLAND AND ROAD REMOVAL - GRADING PLAN - 6 OF 8
WETLAND AND ROAD REMOVAL - GRADING PLAN - 5 OF 8
WETLAND AND ROAD REMOVAL - GRADING PLAN - 4 OF 8
WETLAND AND ROAD REMOVAL - GRADING PLAN - 3 OF 8
WETLAND AND ROAD REMOVAL - GRADING PLAN - 2 OF 8
WETLAND AND ROAD REMOVAL - GRADING PLAN - 1 OF 8
WETLAND AND ROAD REMOVAL - OVERALL GRADING PLAN
DEMOLITION PLAN - UTILITIES
DEMOLITION PLAN - ROADWAY AND EXCAVATION
CIVIL DRAWINGS
BORING LOGS 20-421A, 20-422A, 20-423A AND 20-424A
BORING LOGS 20-415M, 20-416M, 20-417M, 20-418M, 20-419M AND 20-420M
BORING LOGS 20-406M/MU, 20-407M AND 20-414M
GENERAL BORING NOTES, LEGEND AND LOGS 20-404M AND 20-405M
BORING LOCATIONS
GEOTECHNICAL DRAWINGS
GENRAL PLAN AND WORKLIMITS
INDEX, GENERAL NOTES, AND LEGEND
LOCATION AND VICINITY MAPS
COVER SHEET
GENERAL DRAWINGS
S-501
M-501
M-101
LS101
CS602
CS601
CS501
CS402
CS401
CS302
CS301
CS203
CS202
CS201
CS103
CS102
CS101
CG109
CG108
CG107
CG106
CG105
CG104
CG103
CG102
CG101
CD102
CD101
B-204
B-203
B-202
B-201
B-101
G-101
G-003
G-002
G-001
FMMD27_S-501.dgn
FMMD27_M-501.dgn
FMMD27_M-101.dgn
FMMD27_LS101.dgn
FMMD27_CS602.dgn
FMMD27_CS601.dgn
FMMD27_CS501.dgn
FMMD27_CS402.dgn
FMMD27_CS401.dgn
FMMD27_CS302.dgn
FMMD27_CS301.dgn
FMMD27_CS203.dgn
FMMD27_CS202.dgn
FMMD27_CS201.dgn
FMMD27_CS103.dgn
FMMD27_CS102.dgn
FMMD27_CS101.dgn
FMMD27_CG109.dgn
FMMD27_CG108.dgn
FMMD27_CG107.dgn
FMMD27_CG106.dgn
FMMD27_CG105.dgn
FMMD27_CG104.dgn
FMMD27_CG103.dgn
FMMD27_CG102.dgn
FMMD27_CG101.dgn
FMMD27_CD102.dgn
FMMD27_CD101.dgn
FMMD27_B-204.dgn
FMMD27_B-203.dgn
FMMD27_B-202.dgn
FMMD27_B-201.dgn
FMMD27_B-101.dgn
FMMD27_G-101.dgn
FMMD27_G-003.dgn
FMMD27_G-002.dgn
FMMD27_G-001.dgn
DESCRIPTIONDRAWING NO. PRODUCT I.D.
REFERENCE DRAWING INDEX
STORMWATER PREVENTION PLAN AND DETAILS Z2 - 22
IL
E N
A M
E
-B
U
IL
T N
R G
O -M
O O
R H
E A
D F
L O
O D R
IS
K M
A N
A G
E M
E N
T
R E
D R
IV
E R O
F T
H E N
O R
T H R
IV
E R B
A S
IN
S T P
A U
L D
IS
T R
IC
T
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
D
N A
V D
S T P
A U
L
M
IN
N E
S O
T A
F A
R G
O
N D
B
GENERAL VIEW SYMBOLS
0 1' 2'
TOP
FRONT SIDE
ELEVATION SECTION A-A
97-41M
CB
GENERAL ABBREVIATIONS
G-003
EXIST
MAX
MIN
SST
TYPEXISTING
FAR FACE
GALVANIZED
INSIDE FACE
MAXIMUM
MINIMUM
MISCELLANEOUS
NEAR FACE
OUTSIDE FACE
ON CENTER
STAINLESS STEEL
TOP AND BOTTOM
TYPICAL
UNDERGROUND
APPROXIMATE
ALTERNATE WITH
ALUMINUM
BITUMINOUS
BOTTOM
CURB & GUTTER
CONSTRUCTION JOINT
CONCRETE
DIAMETER
EACH FACE
BOT
C/L
C&G
CMP CORRUGATED METAL PIPE
EXPANSION JOINT
ELEVATION
EACH WAY
DRAWINGDWG
NUMBER
SAN SANITARY
SPECIFICATIONS
MIRR MIRRORED
* UNLESS OTHERWISE NOTED ON EACH SHEET
APPROX
ALT W/
ALUM
BITUM
CENTER LINE
CLR CLEAR
CJ
CONC
DIA
EF
EJ
EL
EW
FF
GALV
IF
MISC
OF
NO
OC
SPEC
T&B
UNO
UGND
FES FLARED END SECTION
WIDTH
WATER MAINWM
W
RIVERWARDR/W
LONG
LANDWARDL/W
LG
HT HEIGHT
NTS NOT TO SCALE
NF
OTHERWISE
UNLESS NOTED
TITLE
SECTION/DETAIL
EACH VIEW)
(CENTERED UNDER
VIEW SUBTITLE
SECTION CUT
DETAIL SYMBOL
GENERAL LEGEND
P.I. POINT
FIRE HYDRANT
MANHOLE
CATCHBASIN
WATER VALVE
BUILDINGS
REMOVED
SEWER
SANITARY
NEW
SEWER
NEW STORM
SANITARY SEWER
EXISTING
AND NUMBER
DWG OUTLINE
CUT
FILL
LIMITS OF WORK
SHEETPILE
AND NUMBER
LOCATION
BORING
1 DIMENSIONAL
POINT
CONTROL
2 DIMENSIONAL
POINT
CONTROL
3 DIMENSIONAL
POINT
CONTROL
LEVEE
STORM SEWER
EXISTING
WATERMAIN
OVERHEAD P0WER
EXISTING
GROUND DUCT
EXISTING UNDER-
EXISTING GAS
SHEET ID X-000
A N
S I
D
.9
GENERAL PROJECT NOTES
M
M D
G -0 x x x .d g n
N D S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
IN
D
E X
G E
N E
R A
L N
O T
E S
A N
D L
E G
E
D
T S
U L L
TO AVOID DAMAGE TO THESE UTILITIES.
AS TO THE TYPE AND LOCATION OF UTILITIES AS MAY BE NECESSARY
THE CONTRACTOR IS RESPONSIBLE FOR MAKING THE DETERMINATION
LOCATION OF UTILITIES MAY NOT BE ACCURATE OR ALL INCLUSIVE.
6. THE INFORMATION ON THESE DRAWINGS CONCERNING TYPE AND
THE CF TO OBTAIN GROUND COORDINATES.
PROPER LAYOUT OF THE PROJECT. DIVIDE GRID COORDINATES BY
COORDINATES SHOWN IN THE PLANS TO GROUND COORDINATES FOR
5. THE COMBINED FACTOR (CF) SHALL BE USED TO CONVERT THE GRID
4. ORIGINAL DATA FROM 2017 LIDAR AND 2020 SURVEY DATA.
3. ELEVATION REFER TO NAVD 88.
BASED ON NORTH DAKOTA STATE PLANE GRID SYSTEM, SOUTH ZONE.
2. ORIGINAL DATA COMPILED NAD 83 US SURVEY FEET. COORDINATES
CONTRACTING OFFICER UPON CONTRACT AWARD.
VERTICAL CONTROL POINTS ARE AVAILABLE BY REQUEST TO THE
1. TIE DIAGRAMS AND DETAILS DESCRIPTIONS OF HORIZONTAL AND
D R
A
IN
W
E T
L A
N D R
E S
T O
R A
T
IO
N
W E
S
B
O C
T O
B E
R
R
M C
G A
R V
E Y
B S
P R
A N
G
B S
P R
A N
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
2450.83'747.01
W-3W-2
W-1
W-4
W-5
W-6
W-8
W-9
W-10
W-11
W-12
W-17
W-20 W-21
W-22W-23
W-25
W-26 W-27
W-28
W-29W-30
W-31 W-32
W-33W-34
W-35 W-36
W-37 W-38
W-39
W-40
W-41
W-42
W-43 W-44
W-73
W-70 W-71
W-72
W-45
W-7
O-13O-12
O-11
O-10
O-9 O-8
W-24, O-7
O-6 O-5
W-16, O-4
W-15, O-3
W-14, O-2
W-13, O-1
O-16
O-14
O-15
LIMITS
ROAD REMOVAL
TURNAROUND
ACCESS ROAD
LIMITS
ROAD REMOVAL
DRAIN 27 CENTERLINE
N D A
V E S
E
112TH AVE S.
T
H S
T S
WORKLIMITS
W O
R K
L
IM
IT
S
WORKLIMITS
WORKLIMITS
CD101
CS101
W O
R K
L
IM
IT
S
W O
R K
L
IM
IT
S
W O
R K
L
IM
IT
S
W O
R K
L
IM
IT
S
W O
R K
L
IM
IT
S
N D A
V E S
E
CS103
C S
C S
DRAIN 27 CENTERLINE
EXCAVATION LIMITS
EXCAVATION LIMITS
CS102
CS105
CD101
CD101
CD101
CS102CS102
CS102
ACCESS ROAD
EARTHEN STRUCTURE
TURN AROUND
112TH TERMINATOR
AREA
TO STOCKPILE
HAUL ROUTE
SIGN S-5
OPTION LIMITS
SIGN S-1
SIGN S-4
E N
A M
-B
U
IL
T N
R G
O -M
O O
R H
E A
D F
L O
O D R
IS
K M
A N
A G
E M
E N
T
R E
D R
IV
E R O
F T
H E N
O R
T H R
IV
E R B
A S
IN
S T P
A U
L D
IS
T R
IC
T
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
D
N A
V D
S T P
A U
L
M
IN
N E
S O
T A
F A
R G
O
N D
B
G-101
A N
S I
D
.9
A1
F M
M D
G -1 x x x .d g n
N D S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
G E
N E
R A
L P
L A
N A
N D W
O R
K L
IM
IT
0 500' 1000'
SCALE: 1" = 500'
T S
U L L
Y
SIGN S-27
D R
A
IN
W
E T
L A
N D R
E S
T O
R A
T
IO
N
W E
S
B
O C
T O
B E
R
R
M C
G A
R V
E Y
B S
P R
A N
G
B S
P R
A N
G
GENERAL PLAN AND WORK LIMITS
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
910910
0 9
0 910
910 91 0 910
910 910
W-3W-2
W-1
W-4
W-5
W-6
W-8
W-9
W-10
W-11
W-12
W-17
W-18 W-19
W-20 W-21
W-22W-23
W-25
W-26 W-27
W-28
W-29W-30
W-31 W-32
W-33W-34
W-35 W-36
W-37 W-38
W-39
W-40
W-41
W-42
W-43 W-44
W-73
W-70 W-71
W-72
W-45
W-7
O-13O-12
O-11
O-10
O-9 O-8
W-24, O-7
O-6 O-5
W-16, O-4
W-15, O-3
W-14, O-2
W-13, O-1
O-16
O-14
O-15
112TH AVE. S
T
H S
T . S
T
H A
V E . S
E
N D A
V E . S
E
20-417A
20-418A
20-407M
20-414M
20-406MU
20-405M
20-406M
20-404M
20-415M
20-416M
20-420A
20-421A
20-422A
20-423A
20-424A
20-419A
STOCKPILE AREA
HAUL ROUTE TO
OPTION LIMITS
E N
A M
-B
U
IL
T N
R G
O -M
O O
R H
E A
D F
L O
O D R
IS
K M
A N
A G
E M
E N
T
R E
D R
IV
E R O
F T
H E N
O R
T H R
IV
E R B
A S
IN
S T P
A U
L D
IS
T R
IC
T
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
P
A U
L
M
IN
N E
S O
T A
F A
R G
O
F M
M D
B -1 x x x .d g n
0 500' 1000'
SCALE: 1" = 500'
BORING LOCATIONS
N A
D
N A
V D
8 1
B
B-101
A N
S I
D
.9
N D S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
B O
R
IN
G L
O C
A T
IO
N S
T S
U L L
Y
D R
A
IN
W
E T
L A
N D R
E S
T O
R A
T
IO
N
W E
S
B
O C
T O
B E
R
R
M C
G A
R V
E Y
B S
P R
A N
G
B S
P R
A N
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
NOTES:
1. WATER LEVEL NOT DETERMINED
CH
CH
CH
CH
CL
SPT
838.4
G.S. 908.4
20-404M
D MC LL PL10
(TOPSOIL)MOIST, BLK.
(CH) SILTY CLAY WITH ORGANICS, MED. STIFF, 0' TO 1.5'
(GLACIO-LACUSTRINE)BRN.
BELOW 10', LAMINATED IN ZONES BELOW 10', YELLOWISH
OCC. CALC. DEPOSITS, FE STAINING, STICKY IN ZONES
(CH) SILTY CLAY, STIFF TO MED. STIFF, MOIST, 1.5' TO 15.3'
(TILL)
MOIST, GRAVEL CONTENT INC. WITH DEPTH, GR.
GRAVEL F., SAND F.-M., MED. STIFF TO V. STIFF,
(CL) SANDY LEAN CLAY WITH GRAVEL, 61.6' TO 70'
CL
846.8
866.8
893.1
906.9 TOP OF SHERACK FORMATION
TOP OF BRENNA FORMATION
TOP OF UNIT "A" TILL
TOP OF ARGUSVILLE FORMATION
2. HOLE STABILIZED WITH HOLLOW STEM AUGER TO EL. 893.4
3. BORING BACKFILLED WITH TREMMIED BENTONITE-CEMENT GROUT
13-14 FEB 2020
(GLACIO-LACUSTRINE)
"SLICKENSIDES" WHEN SHEARED, GR.
STIFF, MOIST, STICKY, LAMINATED IN ZONES, FORMS DULL
(CH) FAT CLAY WITH SILT, SOFT TO MED. 15.3' TO 41.6'
(GLACIO-LACUSTRINE)58.9' TO 60', GR.
STICKY, LAMINATED IN ZONES, TILL BALL (CL) FROM
MOIST, "GRITTY" TEXTURE, OCC. DROP STONES,
(CH) FAT CLAY WITH SILT, MED. STIFF, 41.6' TO 61.6'
NOTES:
1. WATER LEVEL NOT DETERMINED
3. BORING BACKFILLED WITH 3/8" BENTONITE CHIPS FROM SURFACE
CH
CH
CH
ML
CL
CH
SPT
841.2
G.S. 911.2
20-405M
D MC LL PL
(TOPSOIL)MOIST, BLK.
(CH) FAT CLAY WITH ORGANICS, 0' TO 1.6'
(GLACIO-LACUSTRINE)STICKY BELOW 10', YLW. BRN.
CRYSTALS, OCC. CALC. DEPOSITS, FE STAINING,
MOIST, LAMINATED IN ZONES, OCC. GYPSUM
(CH) FAT CLAY WITH SILT, MED. STIFF, 1.6' TO 21.3'
(TILL)GRAVEL F., SAND F., V. STIFF, MOIST, GR.
(ML) SANDY SILT WITH CLAY AND GRAVEL, 60.8' TO 66.1'
(TILL)SAND F., V. HARD, SL. MOIST, GR.
(CL) SANDY, GRAVELLY CLAY, GRAVEL F.-M., 66.1' TO 70'
850.4
871.2
889.9
909.6 TOP OF SHERACK FORMATION
TOP OF BRENNA FORMATION
TOP OF ARGUSVILLE FORMATION
TOP OF UNIT "A" TILL
19-20 FEB 2020
2. HOLE STABILIZED WITH HOLLOW STEM AUGER TO EL. 846.2
(GLACIO-LACUSTRINE)GR.
GRITTY, FORMS DULL "SLICKENSIDES" WHEN SHEARED,
SOFT, MOIST, LAMINATED IN ZONES, STICKY, SL.
(CH) FAT CLAY WITH SILT, MED. STIFF TO 21.3' TO 40'
(GLACIO-LACUSTRINE)FROM 58' TO 58.4', GR.
GRITTY, OCC. DROP STONES BELOW 50', TR. ORGANICS
MOIST, "GRITTY" TEXTURE, STICKY IN ZONES, SL.
(CH) FAT CLAY WITH SILT, MED. STIFF, 40' TO 60.8'
-B
U
IL
T N
O
F
IL
E N
A M
E
S T P
A U
L
M
IN
N E
S O
T A
S T P
A U
L D
IS
T R
IC
T
F A
R G
O
N D
F A
R G
O -M
O O
R H
E A
D F
L O
O D R
IS
K M
A N
A G
E M
E N
T
R E
D R
IV
E R O
F T
H E N
O R
T H R
IV
E R B
A S
IN
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
D
N D S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
.9
B
-4
M A
N D
-4
M
B-201
D F
O R
D
D F
O R
D
A N
S I
D
T S
U L L
Y
F M
M D
B -2 x x x .d g n
L E
G E
N D A
N D L
O G
S
G E
N E
R A
L B
O R
IN
G N
O T
E S
D R
A
IN
W
E T
L A
N D R
E S
T O
R A
T
IO
N
W E
S
B
O C
T O
B E
R
R
M C
G A
R V
E Y
ADVERTISEMENT
BORING NOTES:
THESE LOGS ARE AVAILABLE FOR INSPECTION BY REQUEST TO THE CONTRACTING OFFICER.
8. THE BORINGS SHOW SUMMARIES OF INFORMATION RECORDED ON THE ORIGINAL FIELD LOGS.
UNLESS SPECIFIED OTHERWISE, ALL CORE IS 4-INCH DIAMETER.
PERCENT RECOVERY IS LENGTH OF CORE RECOVERED/LENGTH OF CORE CUT X 100.
7. % RECOVERY: PERCENT CORE RECOVERY IS SHOWN TO THE LEFT OF THE BORING STAFF.
THAN 4-INCHES.
COLUMN. RQD IS THE PERCENT RECOVERY CONSISTING OF UNBROKEN PIECES LONGER
6. RQD: ROCK QUALITY DESIGNATION (RQD) IS SHOWN TO THE LEFT OF THE PERCENT RECOVERY
TO THE LEFT OF THE BORING STAFF.
5. D SIZE: THE GRAIN SIZE IN MILLIMETERS OF WHICH 10% OF THE SAMPLE IS FINER IS SHOWN
BORING STAFF.
4. ATTERBERG LIMITS: LIQUID LIMIT (LL) AND PLASTIC LIMIT (PL) ARE SHOWN TO THE RIGHT OF THE
ARE AS SHOWN.
NON-STANDARD BLOW COUNTS SAMPLER SIZE, HAMMER WEIGHT, AND HEIGHT OF DROP
TEST (SPT) USING A 1-3/8 X 2-INCH SAMPLER, 140 LB. HAMMER, AND A 30-INCH DROP. FOR
A DISTANCE OF 12-INCHES. STANDARD BLOW COUNTS ARE FOR A STANDARD PENETRATION
EXCEPT AS NOTED, ARE THE NUMBER OF BLOWS NECESSARY TO DRIVE THE SAMPLER USED
3. BLOW COUNT (SPT): BLOW COUNTS ARE SHOWN TO THE LEFT OF THE BORING STAFF AND,
SHOWN TO THE LEFT OF THE BORING STAFF.
2. MOISTURE CONTENT: THE NATURAL MOISTURE CONTENT IN PERCENT OF DRY WEIGHT (MC) IS
PERTAINING TO A SPECIFIC BORING ARE SHOWN BELOW THE BORING STAFF.
PERTINENT INFORMATION IS ADDED TO THE RIGHT OF THE BORING STAFF. NOTES
THE LEGEND REPRESENTS ONLY THE BASIC SOILS. TO COMPLETE THE CLASSIFICATION,
1. GENERAL: THE UNIFIED SOIL CLASSIFICATION SYSTEM IS USED TO IDENTIFY BASIC SOIL TYPE.
BORING LEGEND:
WATER SURFACE ELEVATION ON DAY OF BORING
GROUND SURFACE ELEVATION AT BORING
CLAYEY GRAVELS, GRAVEL - SAND - CLAY MIXTURES
WELL GRADED GRAVELS, GRAVEL - SAND MIXTURE, LITTLE OR NO FINES
SILTY GRAVELS, GRAVEL - SAND - SILT MIXTURES
POORLY GRADED GRAVELS, LITTLE OR NO FINES
WELL GRADED SANDS, GRAVELLY SANDS, LITTLE OR NO FINES
POORLY GRADED SANDS, GRAVELLY SANDS, LITTLE OR NO FINES
SILTY SANDS, SAND - SILT MIXTURES
CLAYEY SANDS, SAND - CLAY MIXTURES
INORGANIC SILTS, LIQUID LIMIT LESS THAN 50
INORGANIC SILTS, LIQUID LIMIT GREATER THAN 50
BORDERLINE MATERIAL
STRATIFIED MATERIAL
LOCATION AND SAMPLE NUMBER FOR UNDISTURBED SAMPLE
NO RECOVERY
WATER LEVEL ON DATE OF BORING
ELEVATION AT BOTTOM OF BORING
ELEVATION IN METERS
DATE OF BORING
( EG: M=MACHINE, A=AUGER, TP=TEST PIT, P=PIEZOMETER ).
YEAR OF BORING-BORING NUMBER, BORING TYPE
GW
SM
SP
SW
GC
GM
GP
ML
MH
CL
CH
OL
OH
PT
SP-
SM
SP&
SM
SC
W.S. 1026.7
G.S. 1020.2
W.L. 726.7
700.1
(238.56)
1 MAY 1984
84-1M
PEAT
INORGANIC CLAYS, LOW TO MEDIUM PLASTICITY, LIQUID LIMIT LESS THAN 50
INORGANIC CLAYS, HIGH PLASTICITY, LIQUID LIMIT GREATER THAN 50
ORGANIC SILTS OR CLAYS, LOW PLASTICITY, LIQUID LIMIT LESS THAN 50
ORGANIC SILTS OR CLAYS, MEDIUM TO HIGH PLASTICITY, LIQUID LIMIT GREATER THAN 50
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
NOTES:
1. WATER LEVEL NOT DETERMINED
CH
CH
CH
CH
CH
CL
CL
SPT
838.7
G.S. 903.7
D MC LL PL10
3. UNDISTURBED SAMPLES TAKEN IN OFFSET HOLE
20-406M/MU
21 FEB 2020
2. HOLE STABILIZED WITH HOLLOW STEM AUGER TO EL. 893.7
4. BORING BACKFILLED WITH TREMMIED BENTONITE-CEMENT GROUT
845.7
862.2
888.9
894.1
TOP OF SHERACK FORMATION
TOP OF BRENNA FORMATION
TOP OF WEATHERED SHERACK FORMATION
TOP OF ARGUSVILLE FORMATION
TOP OF UNIT "A" TILL
(SPOIL FROM DITCH EXCAVATION)
MED. STIFF, MOIST, TR. ROOTLETS, BLK.
(CH) SILTY CLAY MIXED W/TOPSOIL, 0' TO 9.6'
(GLACIO-LACUSTRINE)
STIFF, MOIST, GRAY- BRN.
(CH) FAT CLAY W/SILT, MED. 9.6' TO 11.7'
(GLACIO-LACUSTRINE)STAINING, YEL- BRN.
STIFF, MOIST TO WET, LAMINATED, FE
(CH) FAT CLAY W/ SILT, MED. 11.7' TO 14.8'
(GLACIO-LACUSTRINE)TEXTURE, GR.
"SLICKENSIDES" WHEN SHEARED, SL. "GRITTY"
LAMINATED IN ZONES, TR. DROP STONES, FORMS
(CH) FAT CLAY W/SILT, SOFT, WET, 41.5' TO 58'
(GLACIO-LACUSTRINE)GR.
"SLICKENSIDES" WHEN SHEARED IN ZONES,
IN ZONES BELOW 19', STICKY, FORMS
STIFF TO SOFT, MOIST TO WET, LAMINATED
(CH) FAT CLAY W/SILT, MED. 14.8' TO 41.5'
(TILL)MOIST, TR. SAND SEAMS, GR.
GRAVEL, GRAVEL F.-M., SAND F.-M., STIFF,
(CL) LEAN CLAY W/SAND AND 58' TO 60'
(TILL)MOIST, OCC. SAND SEAMS, GR.
GRAVEL F.-C., SAND F.-M., STIFF TO HARD,
(CL) GRAVELLY LEAN CLAY W/SAND, 60' TO 65'
NOTES:
1. WATER LEVEL NOT DETERMINED
CL/CH
CH
CH
CH
CH
CH
CL
SPT
850.8
G.S. 910.8
20-407M
D MC LL PL10
25 FEB 2020
(TOPSOIL)ROOTLETS, BLK.
(CL/CH) SILTY CLAY, MED. STIFF, MOIST, TR. 0' TO 2.8'
(TILL)F.-M., SAND F.-M., HARD TO V. STIFF, SL. MOIST, GR.
(CL) GRAVELLY LEAN CLAY WITH SAND, GRAVEL 53' TO 60'
857.8
867.3
876.3
883.2
903.6
TOP OF SHERACK FORMATION
TOP OF BRENNA FORMATION
TOP OF UNIT "A" TILL
TOP OF ARGUSVILLE FORMATION
TOP OF OXIDIZED BRENNA FORMATION
TOP OF WEATHERED SHERACK FORMATION
2. HOLE STABILIZED WITH HOLLOW STEM AUGER TO EL. 890.8, BENTONITE
3. BORING BACKFILLED WITH TREMMIED BENTONITE-CEMENT GROUT
(GLACIO-LACUSTRINE)YELLOW-BRN. TO GRAY
FILLED VERTICAL FRACTURES FROM 13' TO 15.5',
STICKY, ABNDT. GYPSUM CRYSTALS, ZONE OF CRYSTAL
TO WET, LAMINATED, TR. FE NODULES, FE STAINING,
(CH) FAT CLAY W/SILT, MED. STIFF, MOIST 7.2' TO 27.6'
(GLACIO-LACUSTRINE)
TO WET, LAMINATED, FE STAINING, GRAY-BRN.
(CH) FAT CLAY W/SILT, MED. STIFF TO SOFT, MOIST 27.6' TO 34.5'
(GLACIO-LACUSTRINE)SHEARED, SL. GRITTY, GR.
TO WET, LAMINATED IN ZONES, FORMS "SLICKENSIDES" W/
(CH) FAT CLAY W/SILT, SOFT TO MED. STIFF, MOIST 34.5' TO 43.5'
(GLACIO-LACUSTRINE)
TEXTURE BELOW 47', LAMINATED IN ZONES, GR.
MOIST TO WET, TR. DROP STONES, SL. "GRITTY TO GRITTY"
(CH) FAT CLAY W/SILT, MED. STIFF TO SOFT, 43.5' TO 53'
DRILLING FLUID USED BELOW EL. 890.8.
(GLACIO-LACUSTRINE)LAMINATED, GRAY-BRN.
(CH) FAT CLAY W/SILT, MED. STIFF, MOIST, 2.8' TO 7.2'
NOTES:
1. WATER LEVEL NOT DETERMINED
3. BORING BACKFILLED WITH 3/8" BENTONITE CHIPS FROM SURFACE
GP
CH
CH
CH
SPT
20-414M
D MC LL PL10
902.5
905.1
2. HOLE STABILIZED WITH HOLLOW STEM AUGER TO EL. 904
TOP OF SHERACK FORMATION
TOP OF WEATHERED SHERACK FORMATION
19 AUG 2020
4. ELEVATIONS ESTIMATED FROM GOOGLE EARTH
APPROX. G.S. 909
(ROADFILL)MED. DENSE, DRY, TR. SILT, BRN.
(GP) SANDY GRAVEL, GRAVEL F.-M., SAND F.-M., 0' TO 1.8'
(TOPSOIL)MOIST, BLK.
(CH) SILTY CLAY W/ORGANICS, MED. STIFF, 1.8' TO 3.9'
(GLACIO-LACUSTRINE)
OCC. CALC. DEPOSITS, FE STAINING, YELLOW-BRN TO GREY.
(CH) FAT CLAY W/SILT, MED. STIFF, SL. MOIST, 3.9' TO 6.5'
(GLACIO-LACUSTRINE)YELLOW-BRN.
LAMINATED, OCC. CALC. DEPOSITS, FE STAINING,
(CH) FAT CLAY W/SILT, MED. STIFF, SL. MOIST, 6.5' TO 10'
-B
U
IL
T N
O
F
IL
E N
A M
E
S T P
A U
L
M
IN
N E
S O
T A
S T P
A U
L D
IS
T R
IC
T
F A
R G
O
N D
F A
R G
O -M
O O
R H
E A
D F
L O
O D R
IS
K M
A N
A G
E M
E N
T
R E
D R
IV
E R O
F T
H E N
O R
T H R
IV
E R B
A S
IN
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
D
N D S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
.9
B
A N
D
-4
M
-4
M /M
U -4
M
B O
R
IN
G L
O G
S
B-202
D F
O R
D
D F
O R
D
A N
S I
D
T S
U L L
Y
F M
M D
B -2 x x x .d g n
D R
A
IN
W
E T
L A
N D R
E S
T O
R A
T
IO
N
W E
S
B
O C
T O
B E
R
R
M C
G A
R V
E
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
NOTES:
1. WATER LEVEL NOT DETERMINED
3. BORING BACKFILLED WITH 3/8" BENTONITE CHIPS FROM SURFACE
GP
CH
CH
CH
SPT
20-415M
D MC LL PL10
19 AUG 2020
2. HOLE STABILIZED WITH HOLLOW STEM AUGER TO EL. 904
TOP OF SHERACK FORMATION
TOP OF WEATHERED SHERACK FORMATION
4. ELEVATIONS ESTIMATED FROM GOOGLE EARTH
903.6
905.8
(ROADFILL)MED. DENSE TO LOOSE, DRY, TR. SILT, BRN.
(GP) SANDY GRAVEL, GRAVEL F.-M., SAND F.-M., 0' TO 1.5'
(TOPSOIL)MOIST, BLK.
(CH) SILTY CLAY W/ORGANICS, MED. STIFF, 1.5' TO 3.2'
(GLACIO-LACUSTRINE)BRN.
CALC. DEPOSITS, LAMINATED IN ZONES, GREY TO YELLOW-
(CH) FAT CLAY W/SILT, MED. STIFF, MOIST, OCC. 3.2' TO 5.4'
APPROX. G.S. 909
(GLACIO-LACUSTRINE)YELLOW-BRN.
MOIST, LAMINATED IN ZONES, OCC. CALC. DEPOSITS,
(CH) FAT CLAY W/SILT, MED. STIFF TO STIFF, 5.4' TO 10'
NOTES:
1. WATER LEVEL NOT DETERMINED
3. BORING BACKFILLED WITH 3/8" BENTONITE CHIPS FROM SURFACE
GP
CH
CH
CH
SPT
20-416M
D MC LL PL10
19 AUG 2020
906.6
903.9
2. HOLE STABILIZED WITH HOLLOW STEM AUGER TO EL. 905
TOP OF SHERACK FORMATION
TOP OF WEATHERED SHERACK FORMATION
4. ELEVATIONS ESTIMATED FROM GOOGLE EARTH
(ROADFILL)LOOSE, DRY, TR. SILT, BRN.
(GP) SANDY GRAVEL, GRAVEL F.-M., SAND F.-M., 0' TO 1.1'
APPROX. G.S. 910
(GLACIO-LACUSTRINE)
CALC. DEPOSITS, FE STAINING, YELLOW-BRN.
(CH) FAT CLAY WITH SILT, MED. STIFF, MOIST, OCC. 6.1' TO 10'
(TOPSOIL)STIFF, SL. MOIST, BLK.
(CH) SILTY CLAY W/SILT AND ORGANICS, MED. 1.1' TO 3.4'
(GLACIO-LACUSTRINE)
CALC. DEPOSITS, FE STAINING, YELLOWISH BRN. TO GR.
(CH) FAT CLAY W/SILT, MED. STIFF, MOIST, OCC. 3.4' TO 6.1'
NOTES:
CH
CH
SPT
20-417A
D MC LL PL10
TOP OF WEATHERED SHERACK FORMATION905
08 OCT 2020
905.5 (TOPSOIL MIXED WITH WEATHERED SHERACK)BLK.
MOIST, TR. C. SAND, OCC. SHELL FRAGS., OCC. CALC. DEPOSITS,
(CH) FAT CLAY W/SILT AND ORGANICS, SOFT, DRY TO 0' TO 1.5'
(GLACIO-LACUSTRINE)DK. GR. AND YELLOWI-BRN.
STAINED, SL. WEATHERED, STICKY, OCC. CALC. FILLED FRACTURES,
(CH) FAT CLAY W/SILT, SOFT, MOIST, OCC. ROOTS, FE 1.5' TO 2'
1. WATER LEVEL NOT ENCOUNTERED
APPROX. G.S. 907
3. BORING BACKFILLED WITH SOILS EXCAVATED
2. ELEV. EST. FROM GOOGLE EARTH
NOTES:
1. WATER LEVEL NOT DETERMINED
CH
CH
SPT
900.8
20-418A
D MC LL PL10
TOP OF WEATHERED SHERACK FORMATION
08 OCT 2020
(GLACIO-LACUSTRINE)
CALC. DEPOSITS, DK. GR. MOTTLED WITH YELLOW-BRN.
ROOTS, OCC. SHELLS, FE STAINING, STICKY, SOME
(CH) FAT CLAY W/SILT, SOFT, MOIST, OCC. 3' TO 4.2'
(TOPSOIL)YELLOW-BRN.
MIXED W/TOPSOIL FROM 2' TO 3', BLK. SL. MOTTLED W/
ORGANICS, OCC. SHELLS, SOME WEATHERED SHERACK
(CH) FAT CLAY W/SILT, SOFT, DRY TO MOIST, OCC. 0' TO 3'
APPROX. G.S. 905
3. BACKFILLED BORING WITH SOILS EXCAVATED
2. ELEV. EST. FROM GOOGLE EARTH
NOTES:
1. WATER LEVEL NOT DETERMINED
CH
CH
SPT
901.5
20-419A
D MC LL PL10
08 OCT 2020
3. BORING BACKFILLED WITH SOILS EXCAVATED
903.1 TOP OF WEATHERED SHERACK FORMATION
(TOPSOIL)SOFT, OOZE LIKE, WET, OCC. SHELLS, BLK.
(CH) FAT CLAY WITH SILT AND ORGANICS, V. 0' TO 0.9'
(GLACIO-LACUSTRINE)BRN.
POORLY LAMINATED, DK. GR. SL. MOTTLED WITH YELLOW-
OCC. ROOTS, TR. SHELL FRAGMENTS, FE STAINING, STICKY,
(CH) FAT CLAY W/SILT, V. SOFT TO SOFT, WET, 0.9' TO 2.5'
APPROX. G.S. 904
2. ELEV. EST. FROM GOOGLE EARTH
NOTES:
CH
CH
SPT
903.1
20-420A
D MC LL PL10
903.8
08 OCT 2020
TOP OF WEATHERED SHERACK FORMATION
1. WATER LEVEL NOT ENCOUNTERED
(TOPSOIL)MOIST, BLK.
(CH) FAT CLAY W/SILT AND ORGANICS, SOFT, SL. 0' TO 1.2'
(GLACIO-LACUSTRINE)GR.
TR. SHELL FRAGMENTS, STICKY, TR. GYPSUM CRYSTALS, DK.
(CH) FAT CLAY W/SILT, SOFT, MOIST, OCC. ROOTS, 1.2' TO 1.9'
3. BORING BACKFILLED WITH SOILS EXCAVATED
2. ELEV. EST. FROM GOOGLE EARTH
APPROX. G.S. 905
-B
U
IL
T N
O
F
IL
E N
A M
E
S T P
A U
L
M
IN
N E
S O
T A
S T P
A U
L D
IS
T R
IC
T
F A
R G
O
N D
F A
R G
O -M
O O
R H
E A
D F
L O
O D R
IS
K M
A N
A G
E M
E N
T
R E
D R
IV
E R O
F T
H E N
O R
T H R
IV
E R B
A S
IN
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
D
N D S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
.9
B
-4
M A
N D
-4
M
-4
M -4
M -4
M -4
M
B O
R
IN
G L
O G
S
B-203
D F
O R
D
D F
O R
D
A N
S I
D
T S
U L L
Y
F M
M D
B -2 x x x .d g n
D R
A
IN
W
E T
L A
N D R
E S
T O
R A
T
IO
N
W E
S
B
O C
T O
B E
R
R
M C
G A
R V
E
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
NOTES:
1. WATER LEVEL NOT DETERMINED
CH
CH
SPT
902.3
20-423A
D MC LL PL10
08 OCT 2020
903.1 TOP OF WEATHERED SHERACK FORMATION
APPROX. G.S. 904 (TOPSOIL)OCC. SHELLS, OOZE LIKE, BLK.
(CH) FAT CLAY W/SILT AND ORGANICS, V. SOFT, WET, 0' TO 0.9'
(GLACIO-LACUSTRINE)GR. AND YELLOW-BRN.
POORLY DEFINED BLK. LAMINATIONS, STICKY, DK. GR. TO
OCC. ROOTS, TR. SHELL FRAGMENTS, FE STAINING,
(CH) FAT CLAY W/SILT, V. SOFT TO SOFT, WET, 0.9' TO 1.7'
3. BACKFILLED BORING WITH SOILS EXCAVATED
2. ELEV. EST. FROM GOOGLE EARTH
NOTES:
1. WATER LEVEL NOT DETERMINED
CH
CH
SPT
901.4
20-424A
D MC LL PL10
903.4
08 OCT 2020
TOP OF WEATHERED SHERACK FORMATION
APPROX. G.S. 904
3. BORING BACKFILLED WITH SOILS EXCAVATED
2. ELEV. EST. FROM GOOGLE EARTH
(TOPSOIL)BLK.
SOFT TO SOFT, WET, OCC. SHELLS, STICKY, OOZE LIKE,
(CH) FAT CLAY W/SILT AND ORGANICS, V. 0' TO 0.6'
(GLACIO-LACUSTRINE)MOTTLED W/YELLOW-BRN.
MOIST, TR. C. SAND, TR. ROOTS, FE STAINING, DK. GR.
(CH) FAT CLAY W/SILT, SOFT, WET TO 0.6' TO 2.6'
NOTES:
1. WATER LEVEL NOT DETERMINED
CH
CH
SPT
905.1
20-421A
D MC LL PL10
08 OCT 2020
906.2
TOP OF WEATHERED SHERACK FORMATION
(TOPSOIL)BLK.
(CH) FAT CLAY W/SILT AND ORGANICS, SOFT, SL. MOIST, 0' TO 0.8'
(GLACIO-LACUSTRINE)
ORGANIC FLECKS, TR. SHELLS FROM 1' TO 1.5', DK. GR.
CALC. DEPOSITS, STICKY, POORLY DEFINED LAMINATIONS, TR.
(CH) FAT CLAY W/SILT, SOFT, MOIST, TR. C. SAND, OCC. 0.8' TO 1.9'
APPROX. G.S. 907
3. BORING BACKFILLED WITH SOILS EXCAVATED
2. ELEV. EST. FROM GOOGLE EARTH
NOTES:
1. WATER LEVEL NOT DETERMINED
CH
CH
CH
SPT
905.5
20-422A
D MC LL PL10
08 OCT 2020
907.5
TOP OF WEATHERED SHERACK FORMATION
APPROX. G.S. 909
(TOPSOIL)DRY TO SL. MOIST, BLK.
(CH) FAT CLAY W/SILT AND ORGANICS, V. SOFT TO SOFT, 0' TO 0.5'
(GLACIO-LACUSTRINE)MOTTLED WITH DK. GR.
POORLY DEFINED LAMINATIONS, CALC. FILLED FRACTURES, YELLOWISH BRN.
(CH) FAT CLAY W/SILT, SOFT, MOIST, TR. C. SAND, FE STAINING, 1.5' TO 3.5'
3. BORING BACKFILLED WITH SOILS EXCAVATED
2. ELEV. EST. FROM GOOGLE EARTH
DEFINED LAMINATIONS, FE STAINING, LT. YELLOW-BRN. W/BLK. ZONES OF TOPSOIL
0.5' TO 1.5' (CH) FAT CLAY W/SILT AND ORGANICS, TR. GRAVEL, SOFT, MOIST, POORLY
-B
U
IL
T N
O
F
IL
E N
A M
E
S T P
A U
L
M
IN
N E
S O
T A
S T P
A U
L D
IS
T R
IC
T
F A
R G
O
N D
F A
R G
O -M
O O
R H
E A
D F
L O
O D R
IS
K M
A N
A G
E M
E N
T
R E
D R
IV
E R O
F T
H E N
O R
T H R
IV
E R B
A S
IN
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
D
N D S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
.9
B
A N
D
-4
A
B O
R
IN
G L
O G
S
B-204
D F
O R
D
D F
O R
D
A N
S I
D
-4
A -4
A -4
A T S
U L L
Y
F M
M D
B -2 x x x .d g n
D R
A
IN
W
E T
L A
N D R
E S
T O
R A
T
IO
N
W E
S
B
O C
T O
B E
R
R
M C
G A
R V
E
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
910910
W-2
W-1
W-3
W-4
W-5
W-10
W-11
W-12
W-33W-34
W-35 W-36
W-37
W-43 W-44
W-45
W-13, O-1
W-14, O-2
W-15, O-3
O-8
O-9
O-10
O-11
O-12
O-14
O-15
O-16
O-13
RR 0+00
RR 2+50
RR 5+00
RR 7+50
RR 10+00
RR 12+50
RR 15+00
RR 17+50
RR 20+00
RR 22+50
RR 25+00
RR 27+50
RR 30+00
RR 32+50
RR 35+00
RR 37+50
RR 40+00
RR 42+50
R R
R R
R R
R R
R R
R R
R R
R R
R R
R R
R R
R R
LIMITS
ROAD REMOVALOPTION LIMITS
LIMITS
ROAD REMOVAL
THIS CONTRACT)
OF THIS WILL BE DONE FOR SE-3 EMBANKMENT (NOT IN
START ROAD REMOVAL AT RR 6+25. REMOVALS NORTH
APPROXIMATELY RR 69+88.
END ROAD REMOVAL AT STA 113+40 =
SEE DETAIL C7.
FEET WIDE ALONG THE LENGTH OF THE CURVE.
REMAINING ROADWAY TO BE A MINIMUM 30
THE NE QUADRANT TO ALLOW FOR THE
57TH ST. AND 112TH AVE SHALL BE LIMITED TO
ROAD REMOVAL AT THE INTERSECTION OF
RR 41+60
RR 41+80
RR 42+00
RR 42+20
RR 42+40
R R
R R
R R
R R
R R
R R
OF INTERSECTION
EXISTING EDGE
REMOVAL
EDGE OF ROAD
R
ELEVATION
EXISTING GROUND
OF ROAD, MATCH
PROPOSED EDGE
E=2875102.66
N=409238.51
E=2875126.17
N=409238.96
E=2875146.55
N=409218.97
E=2875146.55
N=409187.98
SIGN S-7, S-8
SIGN S-9, S-10
SIGN S-11, S-12
SIGN S-3
SIGN S-2
OPTION LIMITS
O-12
O-11
O-13
E N
A M
-B
U
IL
T N
R G
O -M
O O
R H
E A
D F
L O
O D R
IS
K M
A N
A G
E M
E N
T
R E
D R
IV
E R O
F T
H E N
O R
T H R
IV
E R B
A S
IN
S T P
A U
L D
IS
T R
IC
T
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
D
N A
V D
S T P
A U
L
M
IN
N E
S O
T A
F A
R G
O
N D
B
CD101
A N
S I
D
.9
A1
SCALE: 1" = 250'
N
0 250' 500'
F M
M D
C D x x x .d g n
N D S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
D E
M O
L
IT
IO
N P
L A
N
T S
U L L
Y
GENERAL NOTES
R O
A D
W A
Y A
N D E
X C
A V
A T
IO
DEMOLITION PLAN - ROADWAY AND EXCAVATION
0 20' 40'
N
ROADWAY INTERSECTION DETAIL
SCALE: 1" = 20'C7
D R
A
IN
W
E T
L A
N D R
E S
T O
R A
T
IO
N
W E
S
B
O C
T O
B E
R
R
M C
G A
R V
E Y
B S
P R
A N
G
B S
P R
A N
G
ADVERTISEMENT
EXISTING ROADWAY SIDE SLOPES. SEE DETAIL A1 ON SHEET CS302.
2. EXISTING ROADS SHALL BE EXCAVATED TO THE TIE-IN ELEVATION OF THE
BENEATH THE ACCESS ROAD. SEE LS SHEETS.
1. EXCAVATED AREA SHALL BE TOPSOILED AND SEEDED,EXCLUDING THE AREA
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
910910
0 9
910 91 0 910
910 910
W-2
W-1
W-3
W-4
W-5
W-6
W-8
W-9
W-10
W-11
W-12
W-29W-30
W-33W-34
W-35 W-36
W-37
W-43 W-44
W-45
W-7
W-13, O-1
W-14, O-2
W-15, O-3
W-16, O-4 O-8
O-9
O-10
O-11
O-12
O-14
O-15
O-16
O-13
RR 0+00
RR 2+50
RR 5+00
RR 7+50
RR 10+00
RR 12+50
RR 15+00
RR 17+50
RR 20+00
RR 22+50
RR 25+00
RR 27+50
RR 30+00
RR 32+50
RR 35+00
RR 37+50
RR 40+00
RR 42+50
R R
R R
R R
R R
R R
R R
R R
R R
R R
R R
R R
R R
CAP END OF WATERMAIN REMOVAL
CULVERTS IN PLACE
PROTECT EXISTING
87 LF 18" CMP CULVERT
REMOVE FARM ACCESS AND
CMP CULVERT AND STRUCTURES
REMOVE 55 LF 114" x 77" ARCH
CULVERT AND STRUCTURES
REMOVE 64 LF 24" CMP
OTHERS
TO BE REMOVED BY
ELECTRIC LINE
3 PHASE OVERHEAD
OTHERS
TO BE REMOVED BY
ELECTRIC LINE
3 PHASE OVERHEAD
AND STRUCTURES
CMP CULVERT
142" x 91" ARCH
REMOVE 55 LF
TYPICAL 30" ± DEPTH
2718 LF - 11 PAIR COPPER
AFTER ABANDONMENT.
CONTRACTOR TO REMOVE LINE
ABANDONED BY OTHERS.
BURIED COMMUNICATION LINE
END WATERMAIN REMOVAL
TYPICAL 7' ± DEPTH
3596 LF - 6" MAIN
TO BE REMOVED
BURIED WATERMAIN
REMOVAL
WATERMAIN
CAP END OF
TYPICAL 30" ± DEPTH
3650 LF - 24 COUNT TOLL FIBER
AFTER ABANDONMENT.
CONTRACTOR TO REMOVE LINE
ABANDONED BY OTHERS.
BURIED COMMUNICATION LINE
COMMUNICATION AND GAS LINES.
UTILITY COMPANY FOR ELECTRIC,
COORDINATE WITH APPROPRIATE
RR 6+25. CONTRACTOR TO
ALL UTILITY REMOVALS TO START AT
PROTECT IN PLACE
OVERHEAD ELECTRIC LINES
STOCKPILE AREA
HAUL ROUTE TO
TYPICAL 7' ± DEPTH
2759 LF - 2" WATER SERVICE
AFTER ABANDONMENT.
CONTRACTOR TO REMOVE LINE
ABANDONED BY OTHERS.
BURIED WATER SERVICE
TO BE REMOVED BY OTHERS
STRUCTURES WITHIN WORKLIMITS
OPTION LIMITS
BY OTHERS.
OF BURIED GAS LINE LOWERED
TYPICAL 3.5' ± DEPTH. 1714 LF
3650 LF - 4" POLY GAS LINE
ABANDONED BY OTHERS.
RELOCATED AND LATER
BURIED GAS LINE TO BE
E N
A M
-B
U
IL
T N
R G
O -M
O O
R H
E A
D F
L O
O D R
IS
K M
A N
A G
E M
E N
T
R E
D R
IV
E R O
F T
H E N
O R
T H R
IV
E R B
A S
IN
S T P
A U
L D
IS
T R
IC
T
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
D
N A
V D
S T P
A U
L
M
IN
N E
S O
T A
F A
R G
O
N D
B
CD102
.9
SCALE: 1" = 250'
N
0 250' 500'
F M
M D
C D x x x .d g n
N D S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
D E
M O
L
IT
O N P
L A
N
T S
U L L
Y
GENERAL NOTES
U T
IL
IT
IE
DEMOLITION PLAN - UTILITIES
R
A
IN
W
E T
L A
N D R
E S
T O
R A
T
IO
N
W E
S
B
O C
T O
B E
R
ADVERTISEMENT
R
M C
G A
R V
E Y
B S
P R
A N
G
B S
P R
A N
G
CONTACTS FOR COMPANIES FOUND IN SPECIFICATIONS
NATURAL GAS:XCEL ENERGY
COMMUNICATIONS:CENTURYLINK
WATERMAIN:CASS RURAL WATER DISTRICT (CRWD)
ELECTRIC LINES:CASS COUNTY ELECTRIC COOP (CCEC)
1. UTILITY COMPANIES FOR COORDINATION
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
O-12 O-13
O-11
O-10
O-9
O-14
O-15
O-8
W-15, O-3
W-16, O-4
W-14, O-2
W-13, O-1
O-16
W-24, O-7
W-4
W-5
W-10
W-11
W-12
W-14
W-16
W-25
W-28
W-29W-30
W-31W-32
W-33W-34
W-35 W-36
W-37
W-38
W-39
W-40
W-41
W-42
W-43 W-44
W-15
910910
910 910
RR 5+00
RR 7+50
RR 10+00
RR 12+50
RR 15+00
RR 17+50
RR 20+00
RR 22+50
RR 25+00
RR 27+50
RR 30+00
RR 32+50
RR 35+00
RR 37+50
RR 40+00
RR 42+50
R R
R R
R R
R R
R R
R R
R R
R R
R R
R R
R R
R R
CG102
112TH AVE S
T
H S
T S
10' MIN. BOTTOM WIDTH
CG103
CG104
ACCESS ROAD
CG105
CG106
CG107
CG108
C G
STRUCTURE
EARTHEN
(NOT IN THIS CONTRACT)
SE-2 BORROW DITCH
OPTION LIMITS
E N
A M
-B
U
IL
T N
R G
O -M
O O
R H
E A
D F
L O
O D R
IS
K M
A N
A G
E M
E N
T
R E
D R
IV
E R O
F T
H E N
O R
T H R
IV
E R B
A S
IN
S T P
A U
L D
IS
T R
IC
T
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
P
A U
L
M
IN
N E
S O
T A
F A
R G
O
F M
M D
C G x x x .d g
SCALE: 1" = 250'
D
N A
V D
8 1
B
CG101
.9
N D S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
T S
U L L
Y
0 250' 500'
WETLAND AND ROAD REMOVAL - OVERALL GRADING PLAN
O V
E R
A L L G
R A
D
IN
G P
L A
N
W E
T L
A N
D A
N D R
O A
D R
E M
O V
A L
D R
A
IN
W
E T
L A
N D R
E S
T O
R A
T
IO
N
W E
S
B
O C
T O
B E
R
R
M C
G A
R V
E Y
B S
P R
A N
G
B S
P R
A N
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
W-4
LP-1
LP-2
LP-3
WE-1
WE-80
WE-7
WE-79
WE-8
WE-6
WE-5
WE-2
WE-3
WE-4
WE-82
WE-81
AR
1+
AR
2+
AR
3+
AR
4+
AR
5+
AR 56+
AR 57+
AR 58+
AR 59+
AR 59+
RR 5+00
RR 6+00
RR 7+00
RR 8+00
RR 9+00
RR 10+00
RR 11+00
RR 12+00
RR 13+00
RR 14+00
D 1 8+0
D
+0
D 25+00
D 24+00
D
+0
D 23+00
D 17+00
D 16+00
D 2 1+
D 22+
W
W
W
W
W
W
W
W
W
W
W
SE-2 BORROW DITCH
ACCESS ROAD
DRAIN 27
CENTERLINE OF
ACCESS ROAD
CENTERLINE OF
ROAD REMOVAL ALIGNMENT
CENTER OF 57TH STREET/
TURNAROUND
ACCESS ROAD
EDGE OF EXCAVATION
CENTERLINE
EARTHEN STRUCTURE
TOE OF EARTHEN STRUCTURE
EARTHEN STRUCTURE
EARTHEN STRUCTURE
LIMIT
ROAD REMOVAL
MATCHLINE WITH CG103
10:1 SLOPES MAX.
EAST DITCH
BORROW DITCH BOTTOM
BORROW DITCH BOTTOM
GRADE TO DRAIN
PILOT CHANNEL
PILOT CHANNEL
5' WIDE
GRADE TO DRAIN
PILOT CHANNEL
E N
A M
-B
U
IL
T N
R G
O -M
O O
R H
E A
D F
L O
O D R
IS
K M
A N
A G
E M
E N
T
R E
D R
IV
E R O
F T
H E N
O R
T H R
IV
E R B
A S
IN
S T P
A U
L D
IS
T R
IC
P
A U
L
M
IN
N E
S O
T A
F A
R G
O
N D
A1
N
F M
M D
C G x x x .d g
SCALE: 1" = 50'
0 50' 100'
CG102
N A
D
N A
V D
8 1
B
.9
N D S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
T S
U L L
Y
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
O
IDWETLAND AND ROAD REMOVAL - GRADING PLAN - 1 OF 8
O
F
G R
A D
IN
G P
L A
N
W E
T L
A N
D A
N D R
O A
D R
E M
O V
A L
D R
A
IN
W
E T
L A
N D R
E S
T O
R A
T
IO
N
W E
S
B
O C
T O
B E
R
ADVERTISEMENT
R
M C
G A
R V
E Y
B S
P R
A N
G
B S
P R
A
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
W-5
W-10
W-37
LP-8
LP-9
LP-5
LP-4
WE-76
WE-75
WE-13
WE-12
WE-11
WE-16
WE-17
WE-14
WE-15
WE-78
WE-74
WE-18
WE-28
WE-10
WE-20
WE-9
WE-19
WE-27
WE-26
WE-77
A R
A R
A R
AR
0+
RR 15+00
RR 16+00
RR 17+00
RR 18+00
RR 19+00
RR 20+00
RR 21+00
RR 22+00
RR 23+00
D 29+00
D 28+00
D 27+00
D
D 26+00
D
D 30 +00
D 36 +00
D 37+00
D
D 38+00
D 1+
D
10' MIN. BOTTOM WIDTH
T
H S
T
ROAD REMOVAL ALIGNMENT
CENTER OF 57TH STREET/
DRAIN 27
CENTERLINE OF
ACCESS ROAD
CENTERLINE OF
MATCHLINE WITH CG102
MATCHLINE WITH CG105
MATCHLINE WITH CG104
ROAD REMOVAL LIMIT
ROAD REMOVAL LIMIT
10:1 SLOPE MAX.
E N
A M
-B
U
IL
T N
R G
O -M
O O
R H
E A
D F
L O
O D R
IS
K M
A N
A G
E M
E N
T
R E
D R
IV
E R O
F T
H E N
O R
T H R
IV
E R B
A S
IN
S T P
A U
L D
IS
T R
IC
T
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
P
A U
L
M
IN
N E
S O
T A
F A
R G
O
N D
A1
N
F M
M D
C G x x x .d g
CG103
N A
D
N A
V D
8 1
B
.9
N D S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
T S
U L L
Y
WETLAND AND ROAD REMOVAL - GRADING PLAN - 2 OF 8
O
F
G R
A D
IN
G P
L A
N
W E
T L
A N
D A
N D R
O A
D R
E M
O V
A L
D R
A
IN
W
E T
L A
N D R
E S
T O
R A
T
IO
N
W E
S
B
O C
T O
B E
R
R
M C
G A
R V
E Y
B S
P R
A N
G
B S
P R
A N
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
W-33
LP-14 900
LP-15
LP-6
LP-7
LP-12
LP-13
LP-16
WE-68
WE-37
WE-36
WE-67
WE-24
WE-21
WE-22
WE-25
WE-35
WE-29
WE-23
WE-32
WE-31
WE-33
WE-34
WE-30
RR 24+00
RR 25+00
RR 26+00
RR 27+00
RR 28+00
RR 29+00
RR 30+00
RR 31+00
RR 32+00
RR 33+00
D 39+00
D 2+
D
D
D
D 40+0
D
+0
10' MIN. BOTTOM WIDTH
ROAD REMOVAL ALIGNMENT
CENTER OF 57TH STREET/
DRAIN 27
CENTERLINE OF
EDGE OF EXCAVATION
MATCHLINE WITH CG103
MATCHLINE WITH CG107
M A
T C
H L
IN
E W
IT
H C
G
ROAD REMOVAL LIMIT
ROAD REMOVAL LIMIT
10:1 SLOPES MAX.
E N
A M
-B
U
IL
T N
R G
O -M
O O
R H
E A
D F
L O
O D R
IS
K M
A N
A G
E M
E N
T
R E
D R
IV
E R O
F T
H E N
O R
T H R
IV
E R B
A S
IN
S T P
A U
L D
IS
T R
IC
T
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
P
A U
L
M
IN
N E
S O
T A
F A
R G
O
N D
A1
N
F M
M D
C G x x x .d g
A
D
N A
V D
8 1
B
CG104
.9
N D S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
T S
U L L
Y
WETLAND AND ROAD REMOVAL - GRADING PLAN - 3 OF 8
O
F
G R
A D
IN
G P
L A
N
W E
T L
A N
D A
N D R
O A
D R
E M
O V
A L
D R
A
IN
W
E T
L A
N D R
E S
T O
R A
T
IO
N
W E
S
B
O C
T O
B E
R
R
M C
G A
R V
E Y
B S
P R
A N
G
B S
P R
A N
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
W-11
LP-10
LP-11
WE-71
WE-69
WE-70
WE-72
WE-73
D
EDGE OF EXCAVATION
MATCHLINE WITH CG104
MATCHLINE WITH CG106
10:1 SLOPE MAX.
E N
A M
-B
U
IL
T N
R G
O -M
O O
R H
E A
D F
L O
O D R
IS
K M
A N
A G
E M
E N
T
R E
D R
IV
E R O
F T
H E N
O R
T H R
IV
E R B
A S
IN
S T P
A U
L D
IS
T R
IC
T
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
P
A U
L
M
IN
N E
S O
T A
F A
R G
O
N D
A1
N
F M
M D
C G x x x .d g
A
D
N A
V D
8 1
B
CG105
.9
N D S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
T S
U L L
Y
WETLAND AND ROAD REMOVAL - GRADING PLAN - 4 OF 8
O
F
G R
A D
IN
G P
L A
N
W E
T L
A N
D A
N D R
O A
D R
E M
O V
A L
D R
A
IN
W
E T
L A
N D R
E S
T O
R A
T
IO
N
W E
S
B
O C
T O
B E
R
R
M C
G A
R V
E Y
B S
P R
A N
G
B S
P R
A N
G
ADVERTISEMENT
M A
T C
H L
IN
E W
IT
H C
G
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
W-12
LP-24
LP-18
LP-17
LP-19
LP-25
WE-40
WE-39
WE-38
WE-65
WE-66
WE-41
WE-53
WE-64
WE-54
WE-55
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
DRAIN 27
CENTERLINE OF
EDGE OF EXCAVATION
MATCHLINE WITH CG105
MATCHLINE WITH CG108
MATCHLINE WITH CG107
M A
T C
H L
IN
E W
IT
H C
G
10:1 SLOPE MAX.
BOTTOM WIDTH
10' MIN.
E N
A M
-B
U
IL
T N
R G
O -M
O O
R H
E A
D F
L O
O D R
IS
K M
A N
A G
E M
E N
T
R E
D R
IV
E R O
F T
H E N
O R
T H R
IV
E R B
A S
IN
S T P
A U
L D
IS
T R
IC
T
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
P
A U
L
M
IN
N E
S O
T A
F A
R G
O
N D
A1
N
F M
M D
C G x x x .d g
A
D
N A
V D
8 1
B
CG106
.9
N D S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
T S
U L L
Y
WETLAND AND ROAD REMOVAL - GRADING PLAN - 5 OF 8
O
F
G R
A D
IN
G P
L A
N
W E
T L
A N
D A
N D R
O A
D R
E M
O V
A L
D R
A
IN
W
E T
L A
N D R
E S
T O
R A
T
IO
N
W E
S
B
O C
T O
B E
R
R
M C
G A
R V
E Y
B S
P R
A N
G
B S
P R
A N
G
ADVERTISEMENT
M A
T C
H L
IN
E W
IT
H C
G
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
O-12
O-13
LP-26
WE-52
WE-42
911912
910 910
RR 34+00
RR 35+00
RR 36+00
RR 37+00
RR 38+00
RR 39+00
RR 40+00
RR 41+00
RR 42+00
R R
R R
R R
R R
R R
R R
R R
R R
R R
R R
R R
R R
ROAD REMOVAL CENTERLINE
CENTER OF 112TH AVE/
ROAD REMOVAL CENTERLINE
CENTER OF 57TH STREET/
MATCHLINE WITH CG104
MATCHLINE WITH CG109
MATCHLINE WITH CG106
M
A T
C H
L
IN
E W
IT
H C
G
LIMIT
ROAD REMOVAL
LIMIT
ROAD REMOVAL
LIMIT
ROAD REMOVAL
10:1 SLOPES MAX.
OPTION LIMITS
E N
A M
-B
U
IL
T N
R G
O -M
O O
R H
E A
D F
L O
O D R
IS
K M
A N
A G
E M
E N
T
R E
D R
IV
E R O
F T
H E N
O R
T H R
IV
E R B
A S
IN
S T P
A U
L D
IS
T R
IC
T
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
P
A U
L
M
IN
N E
S O
T A
F A
R G
O
N D
A1
N
F M
M D
C G x x x .d g
A
D
N A
V D
8 1
B
CG107
.9
N D S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
T S
U L L
Y
WETLAND AND ROAD REMOVAL - GRADING PLAN - 6 OF 8
O
F
G R
A D
IN
G P
L A
N
W E
T L
A N
D A
N D R
O A
D R
E M
O V
A L
D R
A
IN
W
E T
L A
N D R
E S
T O
R A
T
IO
N
W E
S
B
O C
T O
B E
R
R
M C
G A
R V
E Y
B S
P R
A N
G
B S
P R
A N
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
O-10
W-15, O-3
O-15
O-14
W-14, O-2
LP-22
LP-23
LP-21
LP-20
WE-58
WE-60
WE-61
905 905
WE-57
WE-62
WE-59
WE-63
WE-56
910 910
D 7 1+0
D 7 1+4
D 0+
D 9+
D 8+
D
D
D
D
D
D
R R
R R
R R
R R
R R
R R
R R
R R
R R
R R
R R
R R
R R
10' MIN. BOTTOM WIDTH
DRAIN 27
CENTERLINE OF
ROAD REMOVAL ALIGNMENT
CENTER OF 112TH AVE/
EDGE OF EXCAVATION
MATCHLINE WITH CG106
M A
T C
H L
IN
E W
IT
H C
G
ROAD REMOVAL LIMIT
ROAD REMOVAL LIMIT
10:1 SLOPES MAX.
OUTSIDE EXCAVATION LIMITS
PROTECT TREES IN PLACE
OUTSIDE EXCAVATION LIMITS
PROTECT TREES IN PLACE
OPTION LIMITS
E N
A M
-B
U
IL
T N
R G
O -M
O O
R H
E A
D F
L O
O D R
IS
K M
A N
A G
E M
E N
T
R E
D R
IV
E R O
F T
H E N
O R
T H R
IV
E R B
A S
IN
S T P
A U
L D
IS
T R
IC
T
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
P
A U
L
M
IN
N E
S O
T A
F A
R G
O
N D
A1
N
F M
M D
C G x x x .d g
A
D
N A
V D
8 1
B
CG108
.9
N D S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
T S
U L L
Y
WETLAND AND ROAD REMOVAL - GRADING PLAN - 7 OF 8
O
F
G R
A D
IN
G P
L A
N
W E
T L
A N
D A
N D R
O A
D R
E M
O V
A L
D R
A
IN
W
E T
L A
N D R
E S
T O
R A
T
IO
N
W E
S
B
O C
T O
B E
R
R
M C
G A
R V
E Y
B S
P R
A N
G
B S
P R
A N
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
W -2
W -2
LP-29
LP-30
LP-31
LP-32
LP-28
LP-27
WE-43
WE-44
WE-45
WE-50
WE-49
WE-51
WE-46
WE-47
WE-48
RR 55+00
RR 56+00
RR 57+00
EDGE OF EXCAVATION
M A
T C
H L
IN
E W
IT
H C
G
6 MATCHLINE WITH CG108
M A
T C
H L
IN
E W
IT
H C
G
ROAD REMOVAL ALIGNMENT
CENTER OF 112TH AVE/
10' MIN. BOTTOM WIDTH
ROAD REMOVAL LIMIT
ROAD REMOVAL LIMIT
10:1 SLOPES MAX.
OPTION LIMITS
E N
A M
-B
U
IL
T N
R G
O -M
O O
R H
E A
D F
L O
O D R
IS
K M
A N
A G
E M
E N
T
R E
D R
IV
E R O
F T
H E N
O R
T H R
IV
E R B
A S
IN
S T P
A U
L D
IS
T R
IC
T
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
P
A U
L
M
IN
N E
S O
T A
F A
R G
O
N D
A1
N
F M
M D
C G x x x .d g
A
D
N A
V D
8 1
B
CG109
.9
N D S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
T S
U L L
Y
WETLAND AND ROAD REMOVAL - GRADING PLAN - 8 OF 8
O
F
G R
A D
IN
G P
L A
N
W E
T L
A N
D A
N D R
O A
D R
E M
O V
A L
D R
A
IN
W
E T
L A
N D R
E S
T O
R A
T
IO
N
W E
S
B
O C
T O
B E
R
R
M C
G A
R V
E Y
B S
P R
A N
G
B S
P R
A N
G
MATCHLINE WITH CG107
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
W-2 W-3
W-1
W-4
W-5
W-10
W-43 W-44
W-45
D 29+00
D 1 8+0
D 28+00
D 27+00
D
+0
D 26+00
D 25+00
D 24+00
D
+0
D 23+00
D 17+00
B
B -2
B
D 16+00
B
D 12+
D 13+00
D 14+00
D 15+00
B
B
B
D
+0
B
B
B
B
B
B
B -1
D 0+
D 2 1+
D 22+
ED 7+47ED-2
ED 7+00
ED 6+00
ED 5+00
ED 4+00
ED 3+00
ED 2+00
ED 1+00
ED 0+00
ED-1
W
W
W
W
W
W
W
W
W
W
A1
CS402
A1
CS401
WORK LIMITS
CONTROL LINE
SOUTHERN EMBANKMENT
CS301
E1
(NOT IN THIS CONTRACT, FUTURE CONTRACT)
BORROW DITCH BOTTOM
SOUTHERN EMBANKMENT
EARTHEN STRUCTURE TOP
SIDE SLOPE
EARTHEN STRUCTURE
TOE
EARTHEN STRUCTURE
WEIR ROCK
DRAIN 27 CENTERLINE
ACCESS ROAD
BOTTOM
BORROW DITCH
BOTTOM
BORROW DITCH
1V:4H
1V:4H
CHANNEL
PILOT
5' WIDE
TURNAROUND
ACCESS ROAD
(NOT IN THIS CONTRACT, FUTURE CONTRACT)
BORROW DITCH TOP OF BANK
SOUTHERN EMBANKMENT
TIE IN EL. 908.00'
CENTERLINE
ACCESS ROAD
1V:5H SIDE-SLOPES
V-DITCH
EAST DITCH
TIE IN EL. 908.30'
EARTHEN STRUCTURE CONTROL LINE
C3
C3
CS302
A6
ES-60
ES-58
ES-56
ES-57
ES-54
ES-53
Default
N 412854.56
E 2874630.86
Elev 905.82
ES-59
ES-61
ES-55
ES-52
T
H S
T S
E N
A M
-B
U
IL
T N
R G
O -M
O O
R H
E A
D F
L O
O D R
IS
K M
A N
A G
E M
E N
T
R E
D R
IV
E R O
F T
H E N
O R
T H R
IV
E R B
A S
IN
S T P
A U
L D
IS
T R
IC
T
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
D
N A
V D
S T P
A U
L
M
IN
N E
S O
T A
F A
R G
O
N D
B
CS101
A N
S I
D
.9
0 100' 200'
F M
M D
C S x x x .d g n
N D S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
SCALE: 1" = 100'
S
U L L
Y
EARTHEN STRUCTURE PLAN
E A
R T
H E
N S
T R
U C
T U
R E P
L A
N
D R
A
IN
W
E T
L A
N D R
E S
T O
R A
T
IO
N
W E
S
B
O C
T O
B E
R
ADVERTISEMENT
R
M C
G A
R V
E Y
B S
P R
A N
G
B S
P R
A
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
W-2
W-1
W-3
W-4
W-5
W-6
W-8
W-9
W-10
W-11
W-73
W-70W-71
W-72
W-7
A R
A R
A R
A R
A R
A R
A R
A R
A R
A R
A R
A R
A R
A R
A R
A R
A R
A R
A R
A R
A R
A R
A R
A R
A R
AR
0+
AR
2+
AR
4+
AR 56+
AR 58+
W 0+00
RR 6+00
AR 59+85
RR 0+00
RR 2+00
RR 4+00
RR 8+00
RR 10+00
RR 12+00
RR 14+00
RR 16+00
RR 18+00
RR 20+00
RR 22+00
RR 24+00
RR 26+00
RR 28+00
RR 30+00
SIGN S-27
W
EXISTING GROUND
1V:4H TO
EXISTING GROUND
1V:4H TO
C1
A3
C1
CS301
CS402
A1
(NOT IN THIS CONTRACT)
CONTROL LINE
SOUTHERN EMBANKMENT
(NOT IN THIS CONTRACT)
BORROW DITCH BOTTOM
SOUTHERN EMBANKMENT
(NOT IN THIS CONTRACT)
BORROW DITCH TOP OF BANK
SOUTHERN EMBANKMENT
ACCESS ROAD CENTERLINE
ROAD
START OF ACCESS
TURNAROUND AREA
ACCESS ROAD AREA
TO STOCKPILE
HAUL ROUTE
T
H S
T S
N D A
V E S
E
SIGN S-6
WEST DITCH
BORROW DITCH BOTTOM
STOCKPILE AREA
E N
A M
-B
U
IL
T N
R G
O -M
O O
R H
E A
D F
L O
O D R
IS
K M
A N
A G
E M
E N
T
R E
D R
IV
E R O
F T
H E N
O R
T H R
IV
E R B
A S
IN
S T P
A U
L D
IS
T R
IC
T
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
D
N A
V D
S T P
A U
L
M
IN
N E
S O
T A
F A
R G
O
N D
B
CS102
A N
S I
D
.9
0 200' 400'
F M
M D
C S x x x .d g n
N D S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
SCALE: 1" = 200'
ACCESS ROAD PLAN
A C
C E
S S R
O A
D P
L A
N
T S
U L L
Y
D R
A
IN
W
E T
L A
N D R
E S
T O
R A
T
IO
N
W E
S
B
O C
T O
B E
R
R
M C
G A
R V
E Y
B S
P R
A N
G
B S
P R
A N
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
905905 905
910 910
910 910
W-15, O-3
O-15
1V:4H
1V:
4H
V
H
V
H
1V:4H
1V:4H
EDGE OF WETLAND EXCAVATION
TERMINATOR
TURNAROUND
ROAD REMOVAL LIMIT
OPTION LIMITS
GROUND
TIE INTO EXISTING
GROUND
TIE INTO EXISTING
OF ROADWAY
APPROXIMATE EDGE
OF ROADWAY
APPROXIMATE EDGE
OF ROADWAY
APPROXIMATE EDGE
OF ROADWAY
APPROXIMATE EDGE
EL. 910.47
EL. 910.47
20'
20'
EL. 910.61
EL. 910.61
20'
R
R
EL. 911.67
STA 113+00.0 2
EL. 911.94±
STA 113+40.0
C
112TH AVE S.
E N
A M
-B
U
IL
T N
R G
O -M
O O
R H
E A
D F
L O
O D R
IS
K M
A N
A G
E M
E N
T
R E
D R
IV
E R O
F T
H E N
O R
T H R
IV
E R B
A S
IN
S T P
A U
L D
IS
T R
IC
T
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
D
N A
V D
S T P
A U
L
M
IN
N E
S O
T A
F A
R G
O
N D
B
CS103
A N
S I
D
.9
0 10' 20'
F M
M D
C S x x x .d g n
N D S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
SCALE: 1" = 10'
T U
R N
A R
O U
N D
T
H A
V E T
E R
M
IN
A T
O R
112TH AVE S. TERMINATOR TURNAROUND
T S
U L L
Y
D R
A
IN
W
E T
L A
N D R
E S
T O
R A
T
IO
N
W E
S
B
O C
T O
B E
R
R
M C
G A
R V
E Y
B S
P R
A N
G
B S
P R
A N
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
AR 0+00 AR 1+00 AR 2+00 AR 3+00 AR 4+00 AR 5+00 AR 6+00 AR 7+00 AR 8+00 AR 9+00 AR 10+00 AR 11+00 AR 12+00 AR 13+00 AR 14+00 AR 15+00 AR 16+00 AR 17+00 AR 18+00 AR 19+00 AR 20+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
STATION
AR 20+00 AR 21+00 AR 22+00 AR 23+00 AR 24+00 AR 25+00 AR 26+00 AR 27+00 AR 28+00 AR 29+00 AR 30+00 AR 31+00 AR 32+00 AR 33+00 AR 34+00 AR 35+00 AR 36+00 AR 37+00 AR 38+00 AR 39+00 AR 40+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
STATION
AR 40+00 AR 41+00 AR 42+00 AR 43+00 AR 44+00 AR 45+00 AR 46+00 AR 47+00 AR 48+00 AR 49+00 AR 50+00 AR 51+00 AR 52+00 AR 53+00 AR 54+00 AR 55+00 AR 56+00 AR…
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. Updated .