W912ES24B0005_PLANS.pdf
PDF 44 MB Posted
- Attached to
- Fargo Moorhead Metropolitan Area Flood Risk Management Project, Southern Embankment Reach SE-5
- Solicitation number
- W912ES24B0005
About this file
This document appears to be a solicitation package (W912ES24B0005) for the Fargo Moorhead Metropolitan Area Flood Risk Management Project, Southern Embankment Reach SE-5. The project consists of constructing an approximately 1.8-mile-long earth dam embankment with soil-cement mixture and a gravel road, as well as replacing existing culverts at Wolverton Creek and the Hwy 75 intersection. The solicitation is a Firm, Fixed-Price contract with an estimated value between $5,000,000 and $10,000,000. The NAICS code is 237990 (Other Heavy and Civil Engineering Construction) with a size standard of $45.0 million. This is a Total Small Business Set-Aside and an Invitation for Bid (IFB). Offerors must be registered in the System for Award Management (SAM) and have an active account with the representations and certifications sections completed prior to award.
View the file
Other files
Show all 13
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
R
IC
H L
A N
D C
O
45'
46°40'
T
N
T
N
To St. Benedict
To Hickson
RUSTAD
EST. POP. 50
BAKER
EST. POP. 100
DOWNER
COMSTOCK
P
IP
E
LIN
E
C O
C O
M P
A N
Y
C O
M P
A N
Y
A M E R
IC
A N
O
IL
C O
C O
R a ilw a y
V a lley
S to n y
Creek
H ay
H ay
B u ffa lo
Whisky
River
W olverton
C re e k
.2
Cr
EST. POP. 100
W I L K I N
N O
R T
H
D
A K
O T
A
1-
1-
B N
S F
POP. 93
WOLVERTON
.5
W o lv e rto n
C re e k
W o lv e rto n
Creek
S o u th
B ra n c h
.5
C A
SS
C O
To Christine
T
N
46°35'
96°45'
C L A Y C
R
B N
S F
R a ilw a y
POP. 142
58 58
A R N E S VB
O L Y
R O S S
H
C
L L IA N C EA
W O L V E R T O N
D E E R H O R N A T H
R O B E R T S
A N
S I
D
A D
V E
R T
IS
E
M E
N T
M O
O R
H E
A D
M
N
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
F M
M S
O U
T H
E R
N E
M B
A N
K M
E N
T R
E A
C H
S E
-5
W
E S
B
S
P
A U
L M
IN
N
E S
O T
A
S T
P
A U
L D
IS
T
R
-B
U
IL
T N
O
F
IL
E N
A M
E
D S
P
D
:5
:3
P
M
/2
/2
F M
M S
E
G
-0
.d g n
R M
C G
A R
V E
Y
D B
E N
C H
M A
R K
C O
N T
R O
L P
O
IN
T S
L O
C A
T
IO
N A
N D
V
IC
IN
IT
Y M
A P
G-002
J M
O S
E R
R M
C G
A R
V
F M
M S
E
G
-0
.d g n
J M
O S
D
M N
S P
C S
C
E N
T R
A L
Z O
N E
-U .S
S
U R
V E
Y F
T
N A
V D
.9
B
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N 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
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
O C
T
PROJECT LOCATION SE-5
8408 F
JAGUARS
1406 S RESET
CROSS
STATE BOUNDARY
RED RIVER OF THE NORTH
CITY OF FARGO
17 MILES FROM
PROJECT LOCATION
180TH AVE S
TOWNSHIP 1
120TH ST
130TH ST
T O
W N
S H
IP
T O
W N
S H
IP
T
H S
T R
E E
T S
C O R
D
T O
W N
S H
IP
170TH AVE S
T
H S
T R
E E
T S
160TH AVE S
R
D S
T R
E E
T S
SEPARATE CONTRACT
TO BE COMPLETED UNDER
SE-4 PROJECT LIMITS
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
E L
E V
A T
IO
N
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
ID
A1
SCALE: 1" = 5000'
LOCATION MAP
CLAY AND WILKIN COUNTIES, MINNESOTA 0 5000' 10000'
G14
ST PAUL DISTRICT
SCALE: NTS
VICINITY MAP
N
VERTICAL AND HORIZONTAL CONTROL POINTS
NAME
CROSS
1406 S RESET
JAGUARS
8408 F
NORTHING EASTING ELEVATION DESCRIPTION
948389.25
943345.65
937759.30
930015.55
1997681.49
1989662.90
1997299.30
1995664.82
919.49
920.48
923.23
923.26
25' ALUMINUM ROD
25' ALUMINUM ROD
25' ALUMINUM ROD
PRECAST CONCRETE POST WITH SURVEY DISK
D14
CONTROL TABLE
N
W
IL
K
IN
C O
C
L A
Y C
O
LEGEND
RIVERS & LAKES
LOCK AND DAM
NATIONAL BOUNDARIES
DISTRICT BOUNDARIES
STATE BOUNDARIES
IOWA
SOUTH DAKOTA
NORTH DAKOTA
MINNESOTA
WISCONSIN
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
MICHIGAN
LAKE
DEVIL'S
CLOUD
ST.
C A N A D A
LOCATION
PROJECT
S
HEYENNE R
FARGO
S I
D
A D
V E
R T
IS
E
M E
N T
M O
O R
H E
A D
M
N
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
F M
M S
O U
T H
E R
N E
M B
A N
K M
E N
T R
E A
C H
S E
-5
W
E S
B
P
A U
L M
IN
N
E S
O T
A
S T
P
A U
L D
IS
T
R
-B
U
IL
T N
O
F
IL
E N
A M
E
D S
P
D
:5
:4
P
M
/2
/2
F M
M S
E
G
-0
.d g n
R M
C G
A R
V
IN
E X
G-003
J M
O S
E R
R M
C G
A R
V
M S
E
G
-0
.d
M
O S
D
M N
S P
C S
C
E N
T R
A L
Z O
N E
-U .S
S
U R
V E
Y F
T
N A
V D
.9
B
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N 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
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
O C
T
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
E L
E V
A T
IO
N
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
ID
DESCRIPTION
CONSTRUCTION DRAWING INDEX
PRODUCT I.D.
DRAWING NO.
AS-BUILT
REF.
SHEET
CS207
CS206
CS205
CS204
CS203
CS202
CS201
CS200
CS106
CS105
CS104
CS103
CS102
CS101
CS100
CP103
CP102
CP101
CP100
CD104
CD103
CD102
CD101
CD100
B-303
B-302
B-301
B-300
B-101
B-100
G-602
G-601
G-107
G-106
G-105
G-104
G-103
G-102
G-101
G-100
G-004
G-003
G-002
G-001
PROFILES - DITCH SOUTH SIDE STA SDC 0+00 TO 11+50
PROFILES - DITCH SOUTH SIDE STA SDB 22+00 TO 33+00
PROFILES - DITCH SOUTH SIDE STA SDB 0+00 TO 22+00
PROFILES - DITCH SOUTH SIDE STA SDA 0+00 TO 13+50
PROFILES - DITCH NORTH SIDE STA NDC 0+00 TO 11+50
PROFILES - DITCH NORTH SIDE STA NDB 22+00 TO 33+00
PROFILES - DITCH NORTH SIDE STA NDB 0+00 TO 22+00
PROFILES - DITCH NORTH SIDE STA NDA 0+00 TO 14+00
EMBANKMENT PLAN AND PROFILE STA 95+50 TO 107+50
EMBANKMENT PLAN AND PROFILE STA 83+50 TO 95+50
EMBANKMENT PLAN AND PROFILE STA 71+50 TO 83+50
EMBANKMENT PLAN AND PROFILE STA 59+50 TO 71+50
EMBANKMENT PLAN AND PROFILE STA 47+50 TO 59+50
EMBANKMENT PLAN AND PROFILE STA 11+50 TO 23+50
EMBANKMENT PLAN AND PROFILE STA 0+00 TO 11+50
PLAN - HIGHWAY 75 - FINAL STRIPING PLAN
PLAN - DETOUR - HIGHWAY 75 CLOSURE
PLAN - DETOURS SIGNS - 180TH AVE. CLOSURE
PLAN - ADVANCED SIGNING
DEMOLITION PLAN STA 95+50 TO 107+50
DEMOLITION PLAN STA 71+50 TO 95+50
DEMOLITION PLAN STA 47+50 TO 71+50
DEMOLITION PLAN STA 23+50 TO 47+50
DEMOLITION PLAN STA 0+00 TO 23+50
CIVIL
BORING LOGS (SHEET 4 OF 4)
BORING LOGS (SHEET 3 OF 4)
BORING LOGS (SHEET 2 OF 4)
BORING LOGS (SHEET 1 OF 4)
PLAN - BORING LOCATIONS MAP - HIGHWAY 75 INTERSECTION
PLAN - BORING LOCATIONS SITE
GEOTECHNICAL
HORIZONTAL CONTROL POINT TABLES - WORK LIMITS & HWY 75 PAVING
HORIZONTAL CONTROL POINT TABLES - CENTERLINE ALIGNMENTS
PLAN - HORIZONTAL DITCH ALIGNMENTS 2 OF 2
PLAN - HORIZONTAL DITCH ALIGNMENTS 1 OF 2
PLAN - HORIZONTAL ROAD ALIGNMENTS
PLAN - CULVERT STAGING AREA FOR BRRWD
PLAN - SE-5 BORROW SITE
PLAN - I-29 DISPOSAL SITE
PLAN - LOCATION MAP - BORROW AND DISPOSAL SITES
PLAN - OVERALL SITE & SHEET REFERENCE
GENERAL NOTES, ABBREVIATIONS AND LEGEND
INDEX
LOCATION AND VICINITY MAP AND BENCHMARK CONTROL POINTS
COVER SHEET
GENERAL
TO SCALE.
FORMAT OF THIS PLAN SET AND ARE NOT
REDUCED OR ENLARGED TO FIT THE SIZE
NOTE: DRAWINGS WITH AN "*" ARE
FMMSE5_CS207.dgn
FMMSE5_CS206.dgn
FMMSE5_CS205.dgn
FMMSE5_CS204.dgn
FMMSE5_CS203.dgn
FMMSE5_CS202.dgn
FMMSE5_CS201.dgn
FMMSE5_CS200.dgn
FMMSE5_CS106.dgn
FMMSE5_CS105.dgn
FMMSE5_CS104.dgn
FMMSE5_CS103.dgn
FMMSE5_CS102.dgn
FMMSE5_CS101.dgn
FMMSE5_CS100.dgn
FMMSE5_CP103.dgn
FMMSE5_CP102.dgn
FMMSE5_CP101.dgn
FMMSE5_CP100.dgn
FMMSE5_CD104.dgn
FMMSE5_CD103.dgn
FMMSE5_CD102.dgn
FMMSE5_CD101.dgn
FMMSE5_CD100.dgn
FMMSE5_B-303.dgn
FMMSE5_B-302.dgn
FMMSE5_B-301.dgn
FMMSE5_B-300.dgn
FMMSE5_B-101.dgn
FMMSE5_B-100.dgn
FMMSE5_G-602.dgn
FMMSE5_G-601.dgn
FMMSE5_G-107.dgn
FMMSE5_G-106.dgn
FMMSE5_G-105.dgn
FMMSE5_G-104.dgn
FMMSE5_G-103.dgn
FMMSE5_G-102.dgn
FMMSE5_G-101.dgn
FMMSE5_G-100.dgn
FMMSE5_G-004.dgn
FMMSE5_G-003.dgn
FMMSE5_G-002.dgn
FMMSE5_G-001.dgn
DESCRIPTION PRODUCT I.D.
DRAWING NO.
AS-BUILT
REF.
SHEET
CG306
CG305
CG304
CG303
CG302
CG301
CG300
CS508
CS507
CS506
CS505
CS504
CS503
CS502
CS501
CS500
CS418
CS417
CS416
CS415
CS414
CS413
CS412
CS411
CS410
CS409
CS408
CS407
CS406
CS405
CS404
CS403
CS402
CS401
CS400
CS314
CS313
CS312
CS311
CS310
CS309
CS308
CS307
CS306
CS305
CS304
CS303
CS302
CS301
CS300
CROSS SECTIONS EMBANKMENT 7 OF 46
CROSS SECTIONS EMBANKMENT 6 OF 46
CROSS SECTIONS EMBANKMENT 5 OF 46
CROSS SECTIONS EMBANKMENT 4 OF 46
CROSS SECTIONS EMBANKMENT 3 OF 46
CROSS SECTIONS EMBANKMENT 2 OF 46
CROSS SECTIONS EMBANKMENT 1 OF 46
CIVIL DETAILS - ROAD SECTIONS - HIGHWAY 76 - EXISTING
CIVIL DETAILS - ROAD SECTIONS - HIGHWAY 75 - PROPOSED
CIVIL DETAILS - ROAD SECTIONS - 180TH AVE S - 2 OF 3
CIVIL DETAILS - ROAD SECTIONS - 180TH AVE S - 2 OF 3
CIVIL DETAILS - ROAD SECTIONS - 180TH AVE S - 1 OF 3
CIVIL DETAILS - GRANULAR FILTER SECTIONS
CIVIL DETAILS - GRANULAR FILTER PLAN AND ELEVATION
CIVIL DETAILS - SOIL CEMENT & DAM TIE IN
CIVIL DETAILS - DITCH RIPRAP, CULVERT TRENCH
PROFILES - HIGHWAY 75 & 180TH AVE. INTERSECTION CONTROL LINES
PLAN - HIGHWAY 75 & 180TH AVE. INTERSECTION CONTROL LINES
PLAN & PROFILE - 180TH AVE S - EMBANKMENT & INSPECTION TRENCH
PLAN & PROFILE - HIGHWAY 75
PLAN & PROFILE - EAST CULVERT EXCAVATION
PLAN & PROFILE - WEST CULVERT EXCAVATION
PLAN & PROFILE - TOWNSHIP ROAD 172 ACCESS
PLAN & PROFILE - STA. 99+15 NORTH ACCESS
PLAN & PROFILE - STA. 90+35 NORTH ACCESS
PLAN & PROFILE - STA. 88+30 SOUTH ACCESS
PLAN & PROFILE - STA. 88+30 NORTH ACCESS
PLAN & PROFILE - STA. 86+30 SOUTH ACCESS
PLAN & PROFILE - STA. 83+90 SOUTH DRIVEWAY
PLAN & PROFILE - STA. 83+80 NORTH DRIVEWAY
PLAN & PROFILE - STA. 81+35 ACCESS
PLAN & PROFILE - STA. 72+45 SOUTH ACCESS
PLAN & PROFILE - STA. 55+60 NORTH ACCESS
PLAN - NORTH WOLVERTON CREEK RIPRAP
PLAN - SOUTH WOLVERTON CREEK RIPRAP
TYPICAL SECTION - DISPOSAL SITE - 50 SCALE
TYPICAL SECTIONS - HIGHWAY 75 THRU LANES AND TURN LANES 2 OF 2
TYPICAL SECTIONS - HIGHWAY 75 THRU LANES AND TURN LANES 1 OF 2
TYPICAL SECTIONS - 180TH AVE INTERSECTION WITH HIGHWAY 75
TYPICAL SECTIONS - DRIVEWAYS AND FIELD ACCESSES
TYPICAL SECTIONS - EMBANKMENT 10 OF 10
TYPICAL SECTIONS - EMBANKMENT 9 OF 10
TYPICAL SECTIONS - EMBANKMENT 8 OF 10
TYPICAL SECTIONS - EMBANKMENT 7 OF 10
TYPICAL SECTIONS - EMBANKMENT 6 OF 10
TYPICAL SECTIONS - EMBANKMENT 5 OF 10
TYPICAL SECTIONS - EMBANKMENT 4 OF 10
TYPICAL SECTIONS - EMBANKMENT 3 OF 10
TYPICAL SECTIONS - EMBANKMENT 2 OF 10
TYPICAL SECTIONS - EMBANKMENT 1 OF 10
CIVIL (CONTINUED)
FMMSE5_CG306.dgn
FMMSE5_CG305.dgn
FMMSE5_CG304.dgn
FMMSE5_CG303.dgn
FMMSE5_CG302.dgn
FMMSE5_CG301.dgn
FMMSE5_CG300.dgn
FMMSE5_CS508.dgn
FMMSE5_CS507.dgn
FMMSE5_CS506.dgn
FMMSE5_CS505.dgn
FMMSE5_CS504.dgn
FMMSE5_CS503.dgn
FMMSE5_CS502.dgn
FMMSE5_CS501.dgn
FMMSE5_CS500.dgn
FMMSE5_CS418.dgn
FMMSE5_CS417.dgn
FMMSE5_CS416.dgn
FMMSE5_CS415.dgn
FMMSE5_CS414.dgn
FMMSE5_CS413.dgn
FMMSE5_CS412.dgn
FMMSE5_CS411.dgn
FMMSE5_CS410.dgn
FMMSE5_CS409.dgn
FMMSE5_CS408.dgn
FMMSE5_CS407.dgn
FMMSE5_CS406.dgn
FMMSE5_CS405.dgn
FMMSE5_CS404.dgn
FMMSE5_CS403.dgn
FMMSE5_CS402.dgn
FMMSE5_CS401.dgn
FMMSE5_CS400.dgn
FMMSE5_CS314.dgn
FMMSE5_CS313.dgn
FMMSE5_CS312.dgn
FMMSE5_CS311.dgn
FMMSE5_CS310.dgn
FMMSE5_CS309.dgn
FMMSE5_CS308.dgn
FMMSE5_CS307.dgn
FMMSE5_CS306.dgn
FMMSE5_CS305.dgn
FMMSE5_CS304.dgn
FMMSE5_CS303.dgn
FMMSE5_CS302.dgn
FMMSE5_CS301.dgn
FMMSE5_CS300.dgn
PRODUCT I.D.
REFERENCE DRAWING INDEX
DESCRIPTION
SECTION 60 PAGE 1 FROM WP 47E UTILITY RELOCATION PLANS FOR SE-5 EAST OF HWY 75
REF.
SHEET
DRAWING NO.
AS-BUILT
DESCRIPTION PRODUCT I.D.
DRAWING NO.
AS-BUILT
REF.
SHEET
SR502
SR501
SR101
S-501
S-302
S-301
S-201
S-101
S-001
L-105
L-104
L-103
L-102
L-101
CG345
CG344
CG343
CG342
CG341
CG340
CG339
CG338
CG337
CG336
CG335
CG334
CG333
CG332
CG331
CG330
CG329
CG328
CG327
CG326
CG325
CG324
CG323
CG322
CG321
CG320
CG319
CG318
CG317
CG316
CG315
CG314
CG313
CG312
CG311
CG310
CG309
CG308
CG307
STRUCTRUAL REINFORCEMENT SHEET 2 OF 2
STRUCTRUAL REINFORCEMENT SHEET 1 OF 2
STRUCTURAL REINFORCEMENT PLAN
STRUCTURAL DETAILS
SECTIONS SHEET 2 OF 2
SECTIONS SHEET 1 OF 2
ELEVATIONS
GENERAL PLAN
STRUCTURAL NOTES
STRUCTURAL
PLAN - SEEDING 95+50 TO 107+00
PLAN - SEEDING 71+50 TO 95+50
PLAN - SEEDING 47+50 TO 71+50
PLAN - SEEDING 23+50 TO 47+50
PLAN - SEEDING 0+00 TO 23+50
CROSS SECTIONS EMBANKMENT 46 OF 46
CROSS SECTIONS EMBANKMENT 45 OF 46
CROSS SECTIONS EMBANKMENT 44 OF 46
CROSS SECTIONS EMBANKMENT 43 OF 46
CROSS SECTIONS EMBANKMENT 42 OF 46
CROSS SECTIONS EMBANKMENT 41 OF 46
CROSS SECTIONS EMBANKMENT 40 OF 46
CROSS SECTIONS EMBANKMENT 39 OF 46
CROSS SECTIONS EMBANKMENT 38 OF 46
CROSS SECTIONS EMBANKMENT 37 OF 46
CROSS SECTIONS EMBANKMENT 36 OF 46
CROSS SECTIONS EMBANKMENT 35 OF 46
CROSS SECTIONS EMBANKMENT 34 OF 46
CROSS SECTIONS EMBANKMENT 33 OF 46
CROSS SECTIONS EMBANKMENT 32 OF 46
CROSS SECTIONS EMBANKMENT 31 OF 46
CROSS SECTIONS EMBANKMENT 30 OF 46
CROSS SECTIONS EMBANKMENT 29 OF 46
CROSS SECTIONS EMBANKMENT 28 OF 46
CROSS SECTIONS EMBANKMENT 27 OF 46
CROSS SECTIONS EMBANKMENT 26 OF 46
CROSS SECTIONS EMBANKMENT 25 OF 46
CROSS SECTIONS EMBANKMENT 24 OF 46
CROSS SECTIONS EMBANKMENT 23 OF 46
CROSS SECTIONS EMBANKMENT 22 OF 46
CROSS SECTIONS EMBANKMENT 21 OF 46
CROSS SECTIONS EMBANKMENT 20 OF 46
CROSS SECTIONS EMBANKMENT 19 OF 46
CROSS SECTIONS EMBANKMENT 18 OF 46
CROSS SECTIONS EMBANKMENT 17 OF 46
CROSS SECTIONS EMBANKMENT 16 OF 46
CROSS SECTIONS EMBANKMENT 15 OF 46
CROSS SECTIONS EMBANKMENT 14 OF 46
CROSS SECTIONS EMBANKMENT 13 OF 46
CROSS SECTIONS EMBANKMENT 12 OF 46
CROSS SECTIONS EMBANKMENT 11 OF 46
CROSS SECTIONS EMBANKMENT 10 OF 46
CROSS SECTIONS EMBANKMENT 9 OF 46
CROSS SECTIONS EMBANKMENT 8 OF 46
CIVIL (CONTINUED)
FMMSE5_STRUCT_RVT_2021.RVT
FMMSE5_STRUCT_RVT_2021.RVT
FMMSE5_STRUCT_RVT_2021.RVT
FMMSE5_STRUCT_RVT_2021.RVT
FMMSE5_STRUCT_RVT_2021.RVT
FMMSE5_STRUCT_RVT_2021.RVT
FMMSE5_STRUCT_RVT_2021.RVT
FMMSE5_STRUCT_RVT_2021.RVT
FMMSE5_STRUCT_RVT_2021.RVT
FMMSE5_L-105.dgn
FMMSE5_L-104.dgn
FMMSE5_L-103.dgn
FMMSE5_L-102.dgn
FMMSE5_L-101.dgn
FMMSE5_CG345.dgn
FMMSE5_CG344.dgn
FMMSE5_CG343.dgn
FMMSE5_CG342.dgn
FMMSE5_CG341.dgn
FMMSE5_CG340.dgn
FMMSE5_CG339.dgn
FMMSE5_CG338.dgn
FMMSE5_CG337.dgn
FMMSE5_CG336.dgn
FMMSE5_CG335.dgn
FMMSE5_CG334.dgn
FMMSE5_CG333.dgn
FMMSE5_CG332.dgn
FMMSE5_CG331.dgn
FMMSE5_CG330.dgn
FMMSE5_CG329.dgn
FMMSE5_CG328.dgn
FMMSE5_CG327.dgn
FMMSE5_CG326.dgn
FMMSE5_CG325.dgn
FMMSE5_CG324.dgn
FMMSE5_CG323.dgn
FMMSE5_CG322.dgn
FMMSE5_CG321.dgn
FMMSE5_CG320.dgn
FMMSE5_CG319.dgn
FMMSE5_CG318.dgn
FMMSE5_CG317.dgn
FMMSE5_CG316.dgn
FMMSE5_CG315.dgn
FMMSE5_CG314.dgn
FMMSE5_CG313.dgn
FMMSE5_CG312.dgn
FMMSE5_CG311.dgn
FMMSE5_CG310.dgn
FMMSE5_CG309.dgn
FMMSE5_CG308.dgn
FMMSE5_CG307.dgn
S I
D
A D
V E
R T
IS
E
M E
N T
M O
O R
H E
A D
M
N
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
F M
M S
O U
T H
E R
N E
M B
A N
K M
E N
T R
E A
C H
S E
-5
W
E S
B
P
A U
L M
IN
N
E S
O T
A
S T
P
A U
L D
IS
T
R
-B
U
IL
T N
O
F
IL
E N
A M
E
D S
P
D
:5
:4
P
M
/2
/2
F M
M S
E
G
-0
.d g n
R M
C G
A R
V
G
N E
R A
L N
O T
E S
A
B B
R E
V
IA
T
IO
N S
A N
D L
E G
E N
D
G-004
J M
O S
E R
R M
C G
A R
V
M S
E
G
-0
.d
M
O S
V D
8 1
B
N A
D
M N
S P
C S
C
E N
T R
A L
Z O
N E
-U .S
S
U R
V E
Y F
T
.9
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N 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
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
O C
T
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
E L
E V
A T
IO
N
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
ID
EACH VIEW)
(CENTERED UNDER
VIEW SUBTITLE
GENERAL VIEW SYMBOLS
D1
SCALE: NTS
DETAIL/SECTION
SUPPLEMENTAL INFORMATION
D1
SCALE: 1" = XXX'
DETAIL/SECTION
SUPPLEMENTAL INFORMATION
TITLE
SECTION/DETAIL
N
0 1' 2'
FRONT SIDE
SECTION
ELEVATION
TOP
D1
C-999 D1
SAME DRAWING
VIEW SHOWN ON
DETAIL SYMBOL W/
D1
SAME DRAWING
VIEW SHOWN ON
SECTION CUT W/
ANOTHER DRAWING
VIEW SHOWN ON
DETAIL SYMBOL W/
ANOTHER DRAWING
VIEW SHOWN ON
SECTION CUT W/D5
C-999
GENERAL PROJECT NOTES
CLINS.
PAID FOR UNDER THE EXCAVATION (OTHER) AND IMPERVIOUS FILL (OTHER)
OF IMPERVIOUS FILL OUTSIDE OF STATION RANGE 54+44.46 TO 100+47.85 IS
IMPERVIOUS FILL (WOLVERTON CREEK) CLINS. EXCAVATION AND PLACEMENT
100+47.85 IS PAID FOR UNDER THE EXCAVATION (WOLVERTON CREEK) AND
EXCAVATION AND PLACEMENT OF IMPERVIOUS FILL BETWEEN 54+44.46 AND 18.
LAYERS. SEE SPECIFICATIONS FOR REQUIREMENTS.
BEDDING MORTAR TO BE USED AS NECESSARY BETWEEN SOIL CEMENT 17.
CONSTRUCTION TRAFFIC.
ELEVATIONS AND TO TOP-DRESS AGGREGATE DETERIORATED BY
SHALL BE ADDED AS NEEDED TO RETURN THE ROAD TO PRE-CONSTRUCTION
BE RESHAPED TO PROVIDE ADEQUATE SURFACE DRAINAGE. AGGREGATE
CAUSED BY HAULING AND CONSTRUCTION OPERATIONS. THE ROAD SHALL
SHALL BE GRADED TO REMOVE RUTS, POTHOLES, OR OTHER DAMAGE
LIMITS, INCLUDING THE SECTION WEST OF HIGHWAY 75. THE ROADWAY
CONTRACTOR SHALL REGRADE AND RESHAPE 180TH AVE WITHIN THE WORK 16.
CULVERT INLETS.
POSITIVE DRAINAGE ALONG EMBANKMENT SLOPES, DITCH BOTTOMS AND TO
THE CONTRACTOR IS RESPONSIBLE FOR FINAL GRADING WHICH RESULTS IN 15.
REQUIREMENTS.
ELIMINATION SYSTEM AND STORMWATER POLLUTION PREVENTION PLAN
REFER TO THE SPECIFICATIONS FOR NATIONAL POLLUTANT DISCHARGE 14.
VERTICAL. (4:1 IS 4 HORIZONTAL PER 1 VERTICAL)
CONSTRUCTION SLOPES ARE LABELED AS RATIOS FOR HORIZONTAL TO 13.
THE WORK LIMITS
ZONE 1 - SHALL APPLY TO ALL OTHER GRADED OR DISTURBED AREAS WITHIN
ZONE 2 - SHALL APPLY TO RIPARIAN AREAS SHOWN WITHIN THESE PLANS
FIELDS
OUTSIDE THE FEE TITLE LINE, THAT ARE WITHIN EXISTING AGRICULTURAL
ZONE X - SHALL APPLY TO ALL DISTURBED AREAS WITHIN THE WORK LIMITS,
PLANS:
OR DECOMPACTED AS FOLLOWS, EXCEPT WHERE SHOWN WITHIN THESE
GRADED OR DISTURBED AREAS WITHIN THE WORK LIMITS SHALL BE SEEDED
TURF ESTABLISHMENT SHALL BE ACCORDING TO THE SPECIFICATIONS. ALL 12.
CONTRACTING OFFICER SHALL BE NOTIFIED IMMEDIATELY.
WITHIN THE EXCAVATION LIMITS. IF DRAIN TILE IS ENCOUNTERED, THE
DRAIN TILE EXISTS WITHIN THE WORK LIMITS BUT IS NOT ANTICIPATED 11.
ON PROFILES FOR CLARITY.
SURFACING DEPTH. THE BOTTOM OF AGGREGATE SURFACE IS NOT SHOWN
BITUMINOUS OR AGGREGATE SURFACING. SEE TYPICAL SECTIONS FOR
TOP OF EMBANKMENT PROFILE DEFINES CENTERLINE ELEVATION OF THE 10.
MATERIAL SHALL BE TAKEN FROM THEM TO USE AS FILL.
TYPICAL SECTIONS, CROSS SECTIONS AND PROFILES. NO ADDITIONAL
EXCAVATION FOR DITCHES SHALL BE LIMITED TO ELEVATIONS SHOWN IN THE 9.
OF TOPSOIL WILL BE PAID FOR AS EXCAVATION.
THE PLANS. ANY MATERIAL REMOVED BENEATH THESE STRIPPED 6 INCHES
STRIP 6 INCHES OF TOPSOIL WITHIN THE STRIPPING LIMITS INDICATED ON 8.
AND PROFILES.
OCCUR TO ELEVATION INDICATED IN TYPICAL SECTIONS, CROSS SECTIONS
CROSS SECTIONS. GRAVEL AND ROAD EMBANKMENT REMOVALS SHALL
LIMITS OF IMPERVIOUS FILL ARE SHOWN IN THE TYPICAL SECTIONS AND 7.
UTILITIES.
LOCATION OF UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE TO THESE
IS RESPONSIBLE FOR MAKING THE DETERMINATION AS TO THE TYPE AND
OF UTILITIES MAY NOT BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR
THE INFORMATION ON THESE DRAWINGS CONCERNING TYPE AND LOCATION 6.
TO OBTAIN GROUND COORDINATES.
PROPER LAYOUT OF THE PROJECT. DIVIDE GRID COORDINATES BY THE CF
COORDINATES SHOWN IN THE PLANS TO GROUND COORDINATES FOR
THE COMBINED FACTOR (CF) SHALL BE USED TO CONVERT THE GRID 5.
LIDAR INFORMATION.
PERFORMED OCTOBER 2022 BY HOUSTON MOORE GROUP AND OVERLAID ON
ORIGINAL DATA FROM 2017 AND 2020 LIDAR. ADDITIONAL SURVEY WAS 4.
ELEVATIONS REFER TO NAVD 88, GEOID 12B.3.
ON MINNESOTA STATE PLANE GRID SYSTEM, CENTRAL ZONE.
ORIGINAL DATA COMPILED NAD 83 US SURVEY FEET. COORDINATES BASED 2.
CONTRACT AWARD.
POINTS ARE AVAILABLE BY REQUEST TO THE CONTRACTING OFFICER UPON
TIE DIAGRAMS AND DESCRIPTIONS OF HORIZONTAL AND VERTICAL CONTROL 1.
LIMITS OF WORK
FILL
CUT
97-41MP.I. POINT
MANHOLE
CATCHBASINCB
WATER VALVE
FIRE HYDRANT
SANITARY SEWER
EXISTING
SEWER CULVERT
EXISTING STORM
LEVEE
AND NUMBER
DWG OUTLINE
OVERHEAD P0WER
EXISTING
GROUND DUCT
EXISTING UNDER-
EXISTING GAS
SHEETPILE
SHEET ID X-000
BUILDINGS
REMOVED
DITCH BOTTOM
NEW
SEWER CULVERT
NEW STORM
GENERAL LEGEND
AND NUMBER
LOCATION
BORING
3 DIMENSIONAL
POINT
CONTROL
2 DIMENSIONAL
POINT
CONTROL
1 DIMENSIONAL
POINT
CONTROL##
GROUND COMMUNICATION
EXISTING UNDER-
EXIST
MAX
MIN
SST
TYP
EXISTING
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/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 ELEV
EW
FF
GALV
IF
MISC
OF
NO
OC
SPEC
T&B
UNO
UGNDFES FLARED END SECTION
WIDTH
WATER MAINWM
W
RIVERWARDR/W
LONG
LANDWARDL/W
LG
HT HEIGHT
NTS NOT TO SCALE
NF
GENERAL ABBREVIATIONS
OTHERWISE
UNLESS NOTED
C.O. CONTRACTING OFFICER
AGGREGATEAGG
GENERAL PATTERN LEGEND
SOIL CEMENT
ASPHALT PAVEMENT
CONCRETE
REINFORCED
TOPSOIL
AGGREGATE SURFACING
IMPERVIOUS FILL
PRIMARY FILTER
R20 RIPRAP
B1 BEDDING
SECONDARY FILTER
SHOULDERSHLD
S I
D
A D
V E
R T
IS
E
M E
N T
M O
O R
H E
A D
M
N
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
F M
M S
O U
T H
E R
N E
M B
A N
K M
E N
T R
E A
C H
S E
-5
W
E S
B
P
A U
L M
IN
N
E S
O T
A
S T
P
A U
L D
IS
T
R
-B U
IL
T
N O
F
IL
E N
A M
E
D S
P
D
:0
:1
A
M
/2
/2
F M
M S
E
B
-1
.d g n
R M
C G
A R
V E
Y
O V
E R
A L
L S
IT
E
B O
R
IN
G L
O C
A T
IO
N
S M
A P
P L
A N
B-100
J M
O S
E R
R M
C G
A R
V
M S
E B
-1 .d
M
O S
D
M N
S P
C S
C
E N
T R
A L
Z O
N E
-U .S
S
U R
V E
Y F
T
N A
V D
.9
B
2006755.56932249.4919-129M
2005216.54932289.5419-128M
2003645.36932341.3919-127M
2003421.49932335.1419-123M
2003238.49932352.7319-122M
2002886.52932347.6219-121M
2000111.90932445.6119-120M
1997125.50932513.6419-119M
1995800.14932560.5219-118M
1994940.16932579.4219-117M
(X)
EASTING
(Y)
NORTHING
NAME
BORING LOCATIONS
19-117M 19-118M 19-119M
19-120M
19-121M 19-127M 19-128M
19-129M
19-122M
19-123M
24-140M
24-138M
24-137M
24-139M
24-144M
24-146M
24-141M
24-145M
24-143M 24-142M
24-147M
19-117M
TOWNSHIP ROAD 1
H
IG
H W
A Y
T O
W N
S H
IP
R
O A
D
T O
W N
S H
IP
R
O A
D
T O
W N
S H
IP
R
O A
D
T
H S
T S
W O
L V
E R
T O
N C
R E
E K
T
H S
T S
180TH AVE S
B N
S F R
A
IL
R O
A D
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N 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
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
O C
T
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
E L
E V
A T
IO
N
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
ID
A1
PLAN - BORING LOCATIONS - OVERALL SITE
SCALE: 1" = 600' 0 600' 1200'
N
THE EMBANKMENT PLAN AND PROFILES. SEE SECTION CS OF THESE PLANS.
BORING HORIZONTAL LOCATIONS AND LOGS ARE ADDITIONALLY DISPLAYED IN 1.
GENERAL SHEET NOTES
BORING LOCATION TABLE
F17
B-101
A1
S I
D
A D
V E
R T
IS
E
M E
N T
M O
O R
H E
A D
M
N
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
F M
M S
O U
T H
E R
N E
M B
A N
K M
E N
T R
E A
C H
S E
-5
W
E S
B
P
A U
L M
IN
N
E S
O T
A
S T
P
A U
L D
IS
T
R
-B U
IL
T
N O
F
IL
E N
A M
E
D S
P
D
:1
:3
A
M
/2
/2
F M
M S
E
B
-1
.d g n
R M
C G
A R
V E
Y
H
IG
H W
A Y
I
N T
E R
S E
C T
IO
N
B O
R
IN
G L
O C
A T
IO
N
S M
A P
P L
A N
B-101
J M
O S
E R
R M
C G
A R
V
M S
E B
-1 .d
M
O S
D
M N
S P
C S
C
E N
T R
A L
Z O
N E
-U .S
S
U R
V E
Y F
T
N A
V D
.9
B
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N 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
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
O C
T
24-140M
24-138M
24-137M
24-139M
24-144M
24-146M
24-141M
24-145M
24-143M 24-142M
24-147M
19-117M
685+
686+
0 3
.7
S
P O
T
WORK LIMITS
HIGHWAY 75�
180TH AVE S�
H
IG
H W
A Y
180TH AVE. S
®of Engineers US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
E L
E V
A T
IO
N
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
ID
N
0 10' 20'SCALE: 1" = 10'
PLAN - BORING LOCATIONS - HIGHWAY 75
A1
TABLE - BORING LOCATION POINTS
F16
S I
D
A D
V E
R T
IS
E
M E
N T
M O
O R
H E
A D
M
N
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
F M
M S
O U
T H
E R
N E
M B
A N
K M
E N
T R
E A
C H
S E
-5
W
E S
B
P
A U
L M
IN
N
E S
O T
A
S T
P
A U
L D
IS
T
R
-B U
IL
T
N O
F
IL
E N
A M
E
D S
P
D
:0
:3
A
M
/2
/2
F M
M S
E
B
-3
.d g n
R M
C G
A R
V
E E
T
O F
B O
R
IN
G L
O G
S
B-300
J M
O S
E R
M D
A V
IS
M S
E B
-3 .d
D
A
D
M N
S P
C S
C
E N
T R
A L
Z O
N E
-U .S
S
U R
V E
Y F
T
N A
V D
.9
B
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
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
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
GENERAL BORING LEGEND:
THESE LOGS ARE AVAILABLE FOR INSPECTION BY REQUEST TO THE CONTRACTING OFFICER.
THE BORINGS SHOW SUMMARIES OF INFORMATION RECORDED ON THE ORIGINAL FIELD LOGS. 8.
SPECIFIED OTHERWISE, ALL CORE IS 4-INCH DIAMETER.
PERCENT RECOVERY IS LENGTH OF CORE RECOVERED/LENGTH OF CORE CUT X 100. UNLESS
% RECOVERY: PERCENT CORE RECOVERY IS SHOWN TO THE LEFT OF THE BORING STAFF.7.
4-INCHES.
COLUMN. RQD IS THE PERCENT RECOVERY CONSISTING OF UNBROKEN PIECES LONGER THAN
RQD: ROCK QUALITY DESIGNATION (RQD) IS SHOWN TO THE LEFT OF THE PERCENT RECOVERY 6.
THE LEFT OF THE BORING STAFF.
SIZE: THE GRAIN SIZE IN MILLIMETERS OF WHICH 10% OF THE SAMPLE IS FINER IS SHOWN TO
D5.
BORING STAFF.
ATTERBERG LIMITS: LIQUID LIMIT (LL) AND PLASTIC LIMIT (PL) ARE SHOWN TO THE RIGHT OF THE 4.
COUNTS SAMPLER SIZE, HAMMER WEIGHT, AND HEIGHT OF DROP ARE AS SHOWN.
A 1-3/8 X 2-INCH SAMPLER, 140 LB. HAMMER, AND A 30-INCH DROP. FOR NON-STANDARD BLOW
OF 12-INCHES. STANDARD BLOW COUNTS ARE FOR A STANDARD PENETRATION TEST (SPT) USING
AS NOTED, ARE THE NUMBER OF BLOWS NECESSARY TO DRIVE THE SAMPLER USED A DISTANCE
BLOW COUNT (SPT): BLOW COUNTS ARE SHOWN TO THE LEFT OF THE BORING STAFF AND, EXCEPT3.
IS SHOWN TO THE LEFT OF THE BORING STAFF.
MOISTURE CONTENT: THE NATURAL MOISTURE CONTENT IS IN PERCENT OF DRY WEIGHT (MC)2.
SPECIFIC BORING ARE SHOWN BELOW THE BORING STAFF.
INFORMATION IS ADDED TO THE RIGHT OF THE BORING STAFF. NOTES PERTAINING TO A
LEGEND REPRESENTS ONLY THE BASIC SOILS. TO COMPLETE THE CLASSIFICATION, PERTINENT
GENERAL: THE UNIFIED SOIL CLASSIFICATION SYSTEM IS USED TO IDENTIFY BASIC SOIL TYPE. THE 1.
PEAT
ORGANIC SILTS OR CLAYS, MEDIUM TO HIGH PLASTICITY, LIQUID LIMIT GREATER THAN 50
GENERAL BORING NOTES:
NOTES:
CL
CH
CH
CH
CH
SPT
W. L. 916.5
854.7
G.S. 924.7
19-117M
D MC LL PL10
TOP OF SHERACK FORMATION
TOP OF BRENNA FORMATION
920.8
895.0
TOP OF ARGUSVILLE FORMATION879.0
TOP OF UNIT "A" TILL863.4
CL
CL
18-19 JUL 2019
3. BACKFILLED BORING WITH TREMIED CEMENT-BENTONITE GROUT
CH
CL
(TILL)F.-M., SAND F., V. HARD, MOIST, GRAY.
(CL) SANDY GRAVELLY CLAY, GRAVEL 61.3' TO 70'
(GLACIO-LACUSTRINE)GRAY.
LAMINATED, SOME SILT NODULES, GRITTY TEXTURE,
(CH) SILTY CLAY, M. STIFF TO SOFT, WET, 45.7' TO 61.3'
(FILL)STIFF, MOIST, BROWN TO BLACK.
TOPSOIL AND ORGANICS, GRAVEL F.-M., M.
(CL) SANDY GRAVELLY CLAY W/0' TO 3.9'
DRILLED WITH MUD BELOW EL. 909.7
2. HOLE STABILIZED WITH HOLLOW STEM AUGER TO EL. 909.7
(GLACIO-LACUSTRINE)
WEATHERED, GRAY W/YELLOWISH TINGE.
(CL) SILTY CLAY, M. STIFF, MOIST, 3.9' TO 10'
(GLACIO-LACUSTRINE)SL. SPONGY, YELLOW-GRAY.
W/MULTIPLE CALC. FILLED FRACTURES FROM 15.0' TO 16.4',
LAMINATED, FE STAINING, OCC. CALC DEPOSIT, ZONE
(CH) SILTY CLAY, M. STIFF, MOIST, POORLY 10' TO 18.6'
(GLACIO-LACUSTRINE)WET, LAMINATED, YELLOW-GRAY.
(CH) SILTY CLAY, M. STIFF TO SOFT, MOIST TO 18.6' TO 29.7'
(GLACIO-LACUSTRINE)
IN ZONES, GRAY TO GREEN-GRAY.
INDISTINCT SLICKENSIDES W/SHEARED IN ZONES, LAM.
(CH) FAT CLAY W/SILT, SOFT, WET, FORMS 29.7' TO 36.9'
(GLACIO-LACUSTRINE)RARE GRAVEL FRAG., GRAY.
FORMS INDISTINCT SLICKENSIDES IN ZONES W/SHEARED,
(CH) FAT CLAY W/SILT, M.STIFF, WET, 36.9' TO 45.7'
BOTTOM OF HOLE EL. 911.0
1. WATER LEVEL DETERMINED AFTER 25 HOURS IN OFFSET OPEN HOLE
NOTES:
CL
CL
CH
CH
CH
CH
SC
CL
SPT
855.5
G.S. 925.0
19-118M
D MC LL PL10
TOP OF SHERACK FORMATION
(GLACIO-LACUSTRINE)YELLOW-GRAY.
(CL) SILTY CLAY, M. STIFF, MOIST, WEATHERED, 2' TO 7.1'
TOP OF BRENNA FORMATION
TOP OF UNIT "A" TILL
(TILL)SAND F.- M., DENSE, WET, GRAY.
(SC) CLAYEY SAND W/GRAVEL, GRAVEL F., 62.4' TO 66.2'
878.0
862.6
923.0
893.1
CH
19-20 JUL 2019
70/0.8
W.L. 916.4
(FILL)ROOTS, AND ORGANICS, GRAY TO BLACK.
SHERACK AND TOPSOIL, M. STIFF, MOIST, OCC.
(CL) SILTY CLAY MIXED W/WEATHERED 0' TO 2'
(GLACIO-LACUSTRINE)
STICKY, YELLOW-BROWN MOTTLED W/GRAY.
(CH) FAT CLAY W/SILT, SOFT, LAMINATED, SL. 20' TO 25.6'
(GLACIO-LACUSTRINE)TO GRAY.
DEFINED LAMINATIONS, FE STAINING, YELLOW-BROWN
(CH) SILTY CLAY, M. STIFF, WET, WELL 25.6' TO 31.9'
(TILL)F.-M., SAND M., V. HARD, MOIST, GRAY.
(CL) GRAVELLY SANDY CLAY, GRAVEL 66.2' TO 69.5'
3. BACKFILLED BORING WITH TREMIED CEMENT-BENTONITE GROUT
APPROXIMATE TOP OF ARGUSVILLE FORMATION
DRILLED WITH MUD BELOW EL. 911.0
2. HOLE STABILIZED WITH HOLLOW STEM AUGER TO EL. 911.0
(GLACIO-LACUSTRINE)GRAY.
SHEARED, SL. GRITTY TEXTURE, OCC. F. GRAVEL,
INCLUSIONS, FORMS INDISTINCT SLICKENSIDES WHEN
WET, STICKY, LAMINATED IN ZONES, OCC. TILL
(CH) FAT CLAY W/SILT, SOFT TO M. STIFF, 47' TO 62.4'
BOTTOM OF HOLE EL. 906.7
1. WATER LEVEL DETERMINED AFTER 23 HOURS IN OFFSET OPEN HOLE
(GLACIO-LACUSTRINE)BELOW 40.0', GRAY.
TEXTURE IN ZONES BELOW 40.0', TILL INCLUSIONS
SLICKENSIDES WHEN SHEARED, SL. GRITTY
STICKY, LAMINATED IN ZONES, FORMS INDISTINCT
(CH) FAT CLAY W/SILT, SOFT, WET, 31.9' TO 47'
(GLACIO-LACUSTRINE)
FILLED FRACTURES FROM 15.4' TO 17.0', YELLOW-BROWN.
FE STAINING IN ZONES, ZONE OF PRE-EXISTING CALC.
OCC. GYPSUM NODULES, POORLY DEFINED LAMINATIONS.
(CH) SILTY CLAY, M. STIFF TO SOFT, MOIST, 7.1' TO 20'
NOTES:
CL
CH
CH
CH
CH
GC
SC
CL
SPT
W. L. 920.3
858.4
G.S. 928.4
19-119M
D MC LL PL10
DRILLED WITH MUD BELOW EL. 908.4
2. HOLE STABILIZED WITH HOLLOW STEM AUGER TO EL. 908.4
TOP OF SHERACK FORMATION922.3
TOP OF BRENNA FORMATION
(TILL)SAND M.-C., LOOSE, WET, GRAY.
(GC) CLAYEY SANDY GRAVEL, GRAVEL F., 58.7' TO 60'
(TILL)M., SAND F.-M., HARD, MOIST, GRAY.
(CL) GRAVELLY SANDY CLAY, GRAVEL F.-65.5' TO 70'
869.7
906.7
890.4
TOP OF UNIT "A" TILL
22-23 JUL 2019
CL
(GLACIO-LACUSTRINE)YELLOW-BROWN.
WEATHERED ZONE FROM 6.1' TO 9.1', BROWN TO
(CL) LEAN CLAY W/SILT, STIFF, MOIST, 6.1' TO 10'
(OXIDIZED BRENNA FM.) (GLACIO-LACUSTRINE)
LAMINATIONS IN ZONES, YELLOW-BROWN TO GRAY.
TO WET, STICKY IN ZONES, POORLY DEFINED
(CH) FAT CLAY W/SILT, M. STIFF, MOIST 21.7' TO 31.4'
(GLACIO-LACUSTRINE)LAMINATED, GRAY.
(CH) FAT CLAY W/SILT, SOFT, WET, 31.4' TO 38'
(GLACIO-LACUSTRINE)
WHEN SHEARED, GRITTY TEXTURE, GRAY.
STICKY, LAMINATED, OCC. DROPSTONES, TEARS
(CH) FAT CLAY W/SILT, SOFT, WET, 38' TO 58.7'
(TILL)SATURATED, GRAY.
F.-M., SAND F.-M., M. DENSE TO DENSE, WET TO
(SC) GRAVELLY CLAYEY SAND, GRAVEL 60' TO 65.5'
3. BACKFILLED BORING WITH TREMIED CEMENT-BENTONITE GROUT
APPROXIMATE TOP OF ARGUSVILLE FORMATION
(GLACIO-LACUSTRINE)18.7', YELLOW-BROWN.
DEPOSITS IN MULTIPLE FRACTURES FROM 17.2' TO
OCC. GYPSUM CRYSTALS, FE STAINING, CALC.
(CH) FAT CLAY W/SILT, M. STIFF, MOIST, 10' TO 21.7'
BOTTOM OF HOLE EL. 917.2
1. WATER LEVEL DETERMINED AFTER 27 HOURS IN OPEN OFFSET HOLE
(ROADFILL)ORGANICS, BROWN TO BLACK.
WEATHERED SHERACK), M. STIFF, MOIST, OCC.
(CL) SILTY CLAY (TOPSOIL MIXED W/ 0' TO 6.1'
NOTES:
CL
CL
CH
CH
CH
CH
CH
SPT
W. L. 909.4
858.6
G.S. 926.6
19-120M
D MC LL PL10
TOP OF BRENNA FORMATION
(GLACIO-LACUSTRINE)
SHEARED IN ZONES, OXIDIZED IN ZONES, GRAY.
STICKY, FORMS INDISTINCT SLICKENSIDES WHEN
(CH) FAT CLAY W/SILT, M. STIFF, WET, 23.8' TO 30'
TOP OF UNIT "A" TILL864.7
885.1
902.8
924.1
885.1
APPROXIMATE TOP OF SHERACK FORMATION
(GLACIO-LACUSTRINE)
LAMINATED, TR. C. SAND, YELLOW-BROWN.
(CH) FAT CLAY W/SILT, SOFT, MOIST, 6.9' TO 10'
(GLACIO-LACUSTRINE)GRAY.
TOPSOIL SEAM FROM 3.9' TO 4.0', WEATHERED, GREEN-
(CL) LEAN CLAY W/SILT, M. STIFF, SL. MOIST, 2.5' TO 6.9'
DRILLED WITH MUD BELOW EL. 906.6
2. HOLE STABILIZED WITH HOLLOW STEM AUGER TO EL. 906.6
3. BACKFILLED BORING WITH TREMIED CEMENT-BENTONITE GROUT
(GLACIO-LACUSTRINE)TEXTURE, GRAY.
SLICKENSIDES WHEN SHEARED IN ZONES, SL. GRITTY
LAMINATED, OCC. DROPSTONES, FORMS INDISTINCT
(CH) FAT CLAY W/SILT, SOFT, WET, STICKY, 30' TO 41.5'
APPROXIMATE TOP OF ARGUSVILLE FORMATION
CL & SC
24-25 JUL 2019
858.6
(TILL)M. BEDDED, GRAY.
SAND F.-M., V. HARD TO V. DENSE, MOIST, THINLY TO
INTERBEDDED W/CLAYEY SAND (40%), GRAVEL F.-M.,
(CL & SC) SANDY GRAVELLY CLAY (60%) 61.9' TO 68'
(GLACIO-LACUSTRINE)
YELLOW-BROWN MOTTLED W/GRAY.
CALC. FILLED FRACTURES FROM 16.0' TO 17.1',
LAMINATED, STICKY IN ZONES, FE STAINING, ZONE OF
(CH) FAT CLAY W/SILT, M. STIFF, WET, 10' TO 23.8'
(FILL W/TOPSOIL)
STIFF, SL. MOIST, TR. SAND, OCC. ROOTS, BLACK.
(CL) GRAVELLY LEAN CLAY, GRAVEL F.-M., M. 0' TO 2.5'
BORHOLE OPEN TO EL. 907.8
1. WATER LEVEL DETERMINED AFTER 23 HOURS IN OPEN OFFSET HOLE
GRADATIONAL CONTACT
(GLACIO-LACUSTRINE)TO 54.0', GRAY.
TEXTURE, TEARS WHEN SHEARED, CL SEAM FROM 53.0'
STICKY, LAMINATED, OCC. DROPSTONES, GRITTY
(CH) FAT CLAY W/SILT, SOFT, WET, 41.5' TO 61.9'
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N 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
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
O C
T
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
E L
E V
A T
IO
N
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
ID
S I
D
A D
V E
R T
IS
E
M E
N T
M O
O R
H E
A D
M
N
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
F M
M S
O U
T H
E R
N E
M B
A N
K M
E N
T R
E A
C H
S E
-5
W
E S
B
P
A U
L M
IN
N
E S
O T
A
S T
P
A U
L D
IS
T
R
-B U
IL
T
N O
F
IL
E N
A M
E
D S
P
D
:0
:0
A
M
/2
/2
F M
M S
E
B
-3
.d g n
R M
C G
A R
V
E E
T
O F
B O
R
IN
G L
O G
S
B-301
J M
O S
E R
M D
A
M S
E B
-3 .d
D
A
D
M N
S P
C S
C
E N
T R
A L
Z O
N E
-U .S
S
U R
V E
Y F
T
N A
V D
.9
B
NOTES:
CL
CL
CH
CH
CH
CH
SPT
854.8
G.S. 924.8
19-121M
D MC LL PL10
(GLACIO-LACUSTRINE)WEATHERED, GRAY-BROWN.
(CL) LEAN CLAY W/SILT, M. STIFF, MOIST, 0.6' TO 5.4'
TOP OF SHERACK FORMATION
(GLACIO-LACUSTRINE)LAMINATED, YELLOW-BROWN.
(CH) FAT CLAY W/SILT, M. STIFF, MOIST, 5.4' TO 10'
TOP OF BRENNA FORMATION
TOP OF ARGUSVILLE FORMATION
CL
CL
TOP OF UNIT "A" TILL865.0
884.8
892.2
924.2
DRILLED WITH MUD BELOW EL. 904.8
2. STABILIZED HOLE WITH HOLLOW STEM AUGER TO EL. 904.8
3. BACKFILLED BORING WITH TREMIED CEMENT-BENTONITE GROUT
31 JUL 2019 - 01 AUG 2019
(GLACIO-LACUSTRINE)DROPSTONE, GRAY.
WET, STICKY, LAMINATED, SL. GRITTY TEXTURE, OCC.
(CH) FAT CLAY W/SILT, M. STIFF TO SOFT, 32.6' TO 40'
(TILL)63.3' TO 63.6', DARK GRAY.
SAND F.-M., HARD TO V. HARD, MOIST, SC SEAM FROM
(CL) GRAVELLY SANDY CLAY, GRAVEL F.-M., 59.8' TO 70'
(FILL)BROWN.
(CL) LEAN CLAY W/SILT, M. STIFF, DRY, 0' TO 0.6'
(GLACIO-LACUSTRINE)53.0' TO 54.0', GRAY.
SLICKENSIDES WHEN SHEARED IN ZONES, CL SEAM FROM
LAMINATED, SL. GRITTY TEXTURE, FORMS INDISTINCT
(CH) FAT CLAY W/SILT, SOFT, WET, STICKY, 40' TO 59.8'
(GLACIO-LACUSTRINE)YELLOW-BROWN W/GRAY MOTTLE.
GYPSUM CRYSTALS AND CALC. DEPOSITS, FE STAINING,
MOIST TO WET, STICKY IN ZONES, LAMINATED, OCC.
(CH) FAT CLAY W/SILT, M. STIFF TO SOFT, 10' TO 32.6'APPROX. WL 905.6
1. APPROX. WATER LEVEL DETERMINED AFTER 15 HRS.
NOTES:
CL
OL
CH
CH
CH
CH
CH
CL
SP-SC
SPT
859.7
G.S. 924.2
D MC LL PL10
19-122M/MU
(TOPSOIL)MOIST, BLACK.
(OL) ORGANIC RICH CLAY W/SILT, M. STIFF, 6.3' TO 11.3'
TOP OF SHERACK FORMATION912.9
(GLACIO-LACUSTRINE)WEATHERED, GREEN-GRAY.
(CH) FAT CLAY W/SILT, STIFF, MOIST, 11.3' TO 15.4'
TOP OF BRENNA FORMATION895.0
884.2
TOP OF UNIT "A" TILL865.1
TOP OF ARGUSVILLE FORMATION
02 - 03 AUG 2019
DRILLED WITH MUD BELOW EL. 914.2
2. HOLE STABILIZED WITH HOLLOW STEM AUGER TO EL. 914.2
4. BACKFILLED BORING WITH TREMIED CEMENT-BENTONITE GROUT
(GLACIO-LACUSTRINE)
STICKY IN ZONES, YELLOW-BROWN.
LAMINATED, OCC. GYPSUM CRYSTALS, FE STAINING,
(CH) FAT CLAY W/SILT, M. STIFF, WET, 15.4' TO 29.2'
(TILL)F.-M., SAND F.- M., V. STIFF, MOIST, GRAY.
(CL) GRAVELLY SANDY CLAY, GRAVEL 59.1' TO 62'
W.L. 917.4
(FILL)GRAVEL, SOFT, SL. MOIST, BLACK.
(CL) ORGANIC RICH CLAY W/SILT AND 0' TO 6.3'
(GLACIO-LACUSTRINE)
INDISTINCT SLICKENSIDES WHEN SHEARED, GRAY.
STICKY, LAMINATED, OCC. DROPSTONES, FORMS
(CH) FAT CLAY W/SILT, SOFT, WET, 31.3' TO 40'
(GLACIO-LACUSTRINE)
FORMS INDISTINCT SLICKENSIDES IN ZONES, GRAY.
LAMINATED, OCC. DROPSTONES, SL. GRITTY TEXTURE,
(CH) FAT CLAY W/SILT, SOFT, WET, STICKY, 40' TO 59.1'
(TILL)F.-M., SAND F.- M., V. DENSE, WET, GRAY.
(SP-SC) GRAVELLY SAND W/CLAY, GRAVEL 62' TO 64.5'
OFFSET BOREHOLE OPEN TO EL. 905.6
1. WATER LEVEL DETERMINED AFTER 23 HOURS IN OFFSET HOLE
3. 5-INCH UNDISTURBED SAMPLES TAKEN IN OFFSET HOLE
(GLACIO-LACUSTRINE)
STICKY, OXIDIZED, YELLOW BROWN.
(CH) FAT CLAY W/SILT, SOFT, WET, 29.2' TO 31.3'
NOTES:
CL
CL
CH
CH
SPT
855.4
G.S. 925.4
D MC LL PL10
916.8
TOP OF SHERACK FORMATION
(GLACIO-LACUSTRINE)WEATHERED, YELLOW-GREEN.
(CL) LEAN CLAY W/SILT, M. STIFF, MOIST, 8.6' TO 10.2'
CH
TOP OF BRENNA FORMATION891.8
882.4
866.6 TOP OF UNIT "A" TILL
CL
CL
19-123M/MU
03 - 05 AUG 2019
W.L. 915.8
APPROXIMATE TOP OF ARGUSVILLE FORMATION
(GLACIO-LACUSTRINE)TEXTURE, GRAY.
WET, STICKY IN ZONES, LAMINATED, SL. GRITTY
(CH) FAT CLAY W/SILT, M. STIFF TO SOFT, 33.6' TO 43'
(GLACIO-LACUSTRINE)TEXTURE, GRAY.
IN ZONES, LAMINATED, OCC. DROPSTONES, GRITTY
(CH) FAT CLAY W/SILT, SOFT, WET, STICKY 43' TO 58.8'
DRILLED WITH MUD BELOW EL. 910.4
2. HOLE STABILIZED WITH HOLLOW STEM AUGER TO EL. 910.4
4. BACKFILLED BORING WITH TREMIED CEMENT-BENTONITE GROUT
(GLACIO-LACUSTRINE)
YELLOW-BROWN W/ GRAY MOTTLE BELOW 20.0'.
OCC. GYPSUM CRYSTALS, FE STAINING,
MOIST TO WET, LAMINATED, OCC. CALC. DEPOSITS,
(CH) FAT CLAY W/SILT, M. STIFF TO SOFT, 10.2' TO 33.6'
(TILL)SAND F.-M., STIFF TO V. HARD, MOIST, GRAY,
(CL) GRAVELLY SANDY CLAY, GRAVEL F.-M., 58.8' TO 70'
OFFSET BOREHOLE OPEN TO EL. 914.4
1. WATER LEVEL DETERMINED AFTER 30 HOURS IN OFFSET HOLE
3. 5-INCH UNDISTURBED SAMPLES TAKEN IN OFFSET HOLE
(ROAD FILL/TOPSOIL)
M. STIFF, MOIST, OCC. ROOTS, BLACK.
(CL) ORGANIC RICH CLAY W/GRAVEL, GRAVEL F.-M., 0' TO 8.6'
NOTES:
CL
CH
CH
CH
CH
CH
CL&SC
ML
SPT
855.9
G.S. 925.9
19-127M
D MC LL PL10
CL
CL
TOP OF SHERACK FORMATION
900.9
923.9
TOP OF UNIT "A" TILL
875.9
868.2
(TILL)SAND M., HARD, MOIST, GRAY.
(CL) SANDY GRAVELLY CLAY, GRAVEL F.- M., 60' TO 69.1'
15 - 21 AUG 2019
APPROXIMATE TOP OF BRENNA FORMATION
APPROXIMATE TOP OF ARGUSVILLE FORMATION
(GLACIO-LACUSTRINE)
FE STAINING, WEATHERED, OLIVE BROWN.
LAMINATIONS, BLACK TO DARK BROWN LAMINATIONS,
(CH) FAT CLAY W/SILT, M. STIFF, MOIST, CALC. 2' TO 7.2'
(GLACIO-LACUSTRINE)
DROPSTONES BELOW 40.0', GRAY.
WHEN SHEARED, SL. GRITTY TEXTURE, OCC.
WET, LAMINATED, FORMS INDISTINCT SLICKENSIDES
(CH) FAT CLAY W/SILT, M. STIFF TO SOFT, 30.3' TO 50'
(GLACIO-LACUSTRINE)
LAMINATED, GRITTY TEXTURE IN ZONES, GRAY.
(CH) FAT CLAY W/SILT, SOFT, WET, 50' TO 57.7'
(TILL)LAMINATED, TR. F. SAND, GRAY.
(ML) CLAYEY SILT, V. HARD, MOIST, 69.1' TO 70'
3. BACKFILLED BORING WITH TREMIED CEMENT-BENTONITE GROUT
DRILLED WITH MUD BELOW EL. 900.9
2. HOLE STABILIZED WITH HOLLOW STEM AUGER TO EL. 900.9
(ROAD FILL)GRAY.
GRAVEL, M. STIFF, MOIST, BROWN TO BLACK TO DARK
(CL) LEAN CLAY W/SILT, ORGANICS, AND 0.0' TO 2'
(GLACIO-LACUSTRINE)
OLIVE BROWN AND YELLOW GRAY.
CALCAREOUS FILLED FRACTURES FROM 15.0' TO 16.8',
POCKETS, SCAT. GYPSUM CRYSTALS, VERTICAL
WET, LAMINATED, FE STAINING AND VEINS, CALC.
(CH) FAT CLAY W/SILT, M. STIFF, MOIST TO 7.2' TO 25'
(GLACIO-LACUSTRINE)
OXIDIZED, YELLOW-BROWN W/GRAY.
WELL DEVELOPED LAMINATIONS, FE STAINING,
(CH) FAT CLAY W/SILT, M. STIFF, MOIST, 25' TO 30.3'
(TILL)GRAY.
SAND M., V. STIFF TO M. DENSE, WET, M. BEDDED,
INTERBEDDED W/CLAYEY SAND (30%), GRAVEL F.- M.,
(CL & SC) GRAVELLY SANDY CLAY (70%) 57.7' TO 60'
OFFSET BOREHOLE OPEN TO ELEVATION 916.3
1. WATER LEVEL NOT DETERMINED; OFFSET BOREHOLE DRY AFTER 6 DAYS
NOTES:
FARGO-MOORHEAD METRO FEASIBILITY STUDY & PED
CL
CH
CH
CH
CH
CH
CL
SC
CL
SPT
847.0
G.S. 927.0
19-128M
D MC LL PL10
TOP OF SHERACK FORMATION
TOP OF BRENNA FORMATION
TOP OF ARGUSVILLE FORMATION
TOP OF UNIT "A" TILL
(TILL)GRAY.
F.-M., SAND F.-M., M. DENSE, WET TO SATURATED,
(SC) GRAVELLY CLAYEY SAND, GRAVEL 70.3' TO 76.5'
897.0
887.0
857.2
921.8
DRILLED WITH MUD BELOW EL. 917.0
2. HOLE STABILIZED WITH HOLLOW STEM AUGER TO EL. 917.0
3. BACKFILLED BORING WITH TREMIED CEMENT-BENTONITE GROUT
(GLACIO-LACUSTRINE)
WEATHERED FROM 5.2' TO 7.3', GRAY-BROWN.
(CH) FAT CLAY W/SILT, M. STIFF, MOIST, 5.2' TO 10'
(GLACIO-LACUSTRINE)
CRYSTALS, FE STAINING, YELLOW-BROWN.
LAMINATED, OCC. CALC. DEPOSITS AND GYPSUM
(CH) FAT CLAY W/SILT, M. STIFF, MOIST, 10' TO 20'
22 AUG 2019
(GLACIO-LACUSTRINE)
LAMINATED, GRITTY TEXTURE, GRAY.
(CH) FAT CLAY W/SILT, SOFT, WET, 40' TO 50'
(TILL)F.-M., SAND F.-M., M.STIFF TO STIFF, WET, GRAY.
(CL) GRAVELLY SANDY CLAY, GRAVEL 69.8' TO 70.3'
(TILL)SAND F.-M., V. STIFF, MOIST, GRAY.
(CL) GRAVELLY CLAY W/SAND, GRAVEL F.-M., 76.5' TO 80'
(GLACIO-LACUSTRINE)
SLICKENSIDES IN ZONES, GRAY.
GRITTY TO GRITTY TEXTURE, FORMS INDISTINCT
WET, STICKY, LAMINATED, OCC. DROPSTONES, SL.
(CH) FAT CLAY W/SILT, SOFT TO M. STIFF, 50' TO 69.8'
CH
CH
(GLACIO-LACUSTRINE)MOTTLED W/GRAY.
21.3' TO 22.7' AND FROM 26.2' TO 27.2', YELLOW-BROWN
IN ZONES, ZONE OF CALC. FILLED FRACTURES FROM
LAMINATED, OCC. CALC. DEPOSITS, FE STAINING, STICKY
(CH) FAT CLAY W/SILT, M. STIFF TO SOFT, WET, 20' TO 30'
(ROAD FILL FROM TOPSOIL)SAND, BLACK.
(CL) CLAY W/ORGANICS, M. STIFF, MOIST, TR. 0' TO 5.2'
(GLACIO-LACUSTRINE)
YELLOW-BROWN MOTTLED W/GRAY.
DEFINED LAMINATIONS, FE STAINING, OXIDIZED,
(CH) SILTY CLAY, M. STIFF, WET, WELL 30' TO 37.3'
(GLACIO-LACUSTRINE)LAMINATED, FE STAINING, GRAY.
(CH) FAT CLAY W/SILT, M. STIFF, WET, 37.3' TO 40'
W.L 908.3
APPROX.
1. APPROX. WATER LEVEL DETERMINED AFTER 6 HRS. IN OFFSET HOLE
NOTES:
CH
CH
CH
CH
CH
CH
CL
SPT
859.2
G.S. 928.7
19-129M
D MC LL PL10
TOP OF SHERACK FORMATION
CH
866.7
888.7
902.7
922.6
APPROXIMATE TOP OF BRENNA FORMATION
24-26 AUG 2019
(GLACIO-LACUSTRINE)
6.1' TO 8.2', YELLOW-BROWN TO GRAY-BROWN.
LAMINATED, OCC. CALC. DEPOSITS, WEATHERED FROM
(CH) FAT CLAY W/SILT, STIFF, SL. MOIST, 6' TO 10'
(GLACIO-LACUSTRINE)
STAINING, STICKY IN ZONES, YELLOW-BROWN.
MOIST TO WET, LAMINATED, OCC. CALC. DEPOSITS, FE
(CH) FAT CLAY W/SILT, M. STIFF TO STIFF, 10' TO 21'
APPROXIMATE TOP OF ARGUSVILLE FORMATION
(GLACIO-LACUSTRINE)BROWN MOTTLED W/GRAY.
WELL DEVELOPED SILTY LAMINATIONS, YELLOW-
(CH) SILTY CLAY, M. STIFF, WET, FE STAINING, 21' TO 26'
(GLACIO-LACUSTRINE)SHEARED, GRAY.
LAMINATED, FORMS DULL SLICKENSIDES WHEN
(CH) FAT CLAY W/SILT, SOFT, WET, STICKY, 31.6' TO 40'
APPROXIMATE TOP OF UNIT "A" TILL
(GLACIO-LACUSTRINE)
LAMINATED, OCC. DROPSTONES, GRITTY TEXTURE, GRAY.
(CH) FAT CLAY W/SILT, SOFT, WET, STICKY, 40' TO 62'
DRILLED WITH MUD BELOW EL. 903.7
2. HOLE STABILIZED WITH HOLLOW STEM AUGER TO EL. 903.7
3. BACKFILLED BORING WITH TREMIED CEMENT-BENTONITE GROUT
W.L. 914.7
ROAD FILL FROM TOPSOIL)(
MOIST, OCC. ORGANICS, BLACK.
(CH) ORGANIC RICH CLAY W/SILT, STIFF, SL. 0' TO 6'
(GLACIO-LACUSTRINE)
LAMINATED, FE STAINING, OXIDIZED, YELLOW-BROWN.
(CH) FAT CLAY W/SILT, SOFT, WET, 26' TO 31.6'
(TILL)SAND F.-M., HARD TO V. HARD, MOIST, GRAY.
(CL) SANDY GRAVELLY CLAY, GRAVEL F.-M., 62' TO 69.5'
OFFSET BORHOLE OPEN TO EL. 910.7
1. WATER LEVEL DETERMINED AFTER 48 HOURS IN OFFSET HOLE
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N 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
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
O C
T
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
E L
E V
A T
IO
N
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
S I
D
A D
V E
R T
IS
E
M E
N T
M O
O R
H E
A D
M
N
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
F M
M S
O U
T H
E R
N E
M B
A N
K M
E N
T R
E A
C H
S E
-5
W
E S
B
P
A U
L M
IN
N
E S
O T
A
S T
P
A U
L D
IS
T
R
-B U
IL
T
N O
F
IL
E N
A M
E
D S
P
D
:2
:4
A
M
/2
/2
F M
M S
E
B
-3
.d
E E
T
O F
B O
R
IN
G L
O G
S
B-302
D F
O R
D
T M
E Y
E
M S
E B
-3 .d
W O
O
D
M N
S P
C S
C
E N
T R
A L
Z O
N E
-U .S
S
U R
V E
Y F
T
N A
V D
.9
B
NOTES:
1. GROUNDWATER NOT ENCOUNTERED
2. HOLE STABILIZED WITH HOLLOW STEM AUGER TO EL. 920
3. BACKFILLED WITH SOILS AND TOPPED WITH ASPHALT PATCH
4. EL. ESTIMATED FROM COE PROJECT LIDAR
SPT
(ROAD FILL)TO BLACK.
GRAVEL, ASPHALT AND CLAY, FROZEN, GRAY 0' TO 2.7'
WEATHERED ASPHALT, SLIGHTLY MOIST.2.7' TO 3.8'
918.0
~G.S. 925.0
24-137M
24 JAN 2024
CH
10D MC LL PL
921.2
TOP OF SHERACK FORMATION
(GLACIO-LACUSTRINE)GRAY.
(CH) SILTY CLAY, M. STIFF, MOIST, WEATHERED, 3.8' TO 7'
NOTES:
1. GROUNDWATER NOT ENCOUNTERED
2. HOLE STABILIZED WITH HOLLOW STEM AUGER TO EL. 920.5
3. BACKFILLED WITH SOILS AND TOPPED WITH ASPHALT PATCH
4. EL. ESTIMATED FROM COE PROJECT LIDAR
SPT
ASPHALT0' TO 0.8'
(ROAD BASE)
SAND F. TO M., DENSE, DRY, PARTLY FROZEN, BROWN.
(SM) SILTY SAND W/GRAVEL, GRAVEL F., 0.8' TO 5.4'
(GLACIO-LACUSTRINE)GRAY.
(CH) SILTY CLAY, M. STIFF, MOIST, LAMINATED, 5.4' TO 8'
917.5
~G.S. 925.5
24-138M
24 JAN 2024
SM
CH
10D MC LL PL
920.1
TOP OF SHERACK FORMATION
NOTES:
1. GROUNDWATER NOT ENCOUNTERED
2. HOLE STABILIZED WITH HOLLOW STEM AUGER TO EL. 920.5
3. BACKFILLED WITH SOILS AND TOPPED WITH ASPHALT PATCH
4. EL. ESTIMATED FROM COE PROJECT LIDAR
SPT
ASPHALT0' TO 0'
(ROAD BASE)BROWN.
M., SAND F. TO M., DENSE, SL. MOIST TO DRY, FROZEN,
(SM) SILTY SAND W/GRAVEL,GRAVEL F. TO 0.8' TO 3.9'
MOIST, FROZEN, JUMBLED, GRAY TO BLACK.
(CL) SHERACK FM. MIXED W/TOPSOIL, STIFF, 3.9' TO 5.5'
(GLACIO-LACUSTRINE)LAMINATED, GRAY.
(CH) SILTY CLAY, M. STIFF, MOIST, 5.5' TO 7.0'
918.5
~G.S. 925.5
24-139M
24 JAN 2024
SM
CL
CH
10D MC LL PL
TOP OF SHERACK FORMATION
921.6
NOTES:
1. GROUNDWATER NOT ENCOUNTERED
2. HOLE STABILIZED WITH HOLLOW STEM AUGER TO EL. 921.8
3. BACKFILLED WITH SOILS AND TOPPED WITH ASPHALT PATCH
4. EL. ESTIMATED FROM COE PROJECT LIDAR
SPT
GRAVEL & ASPHALT MIXED W/CLAY0' TO 0.8'
MOIST, FROZEN, GRAY TO BLACK.
SILTY CLAY, SHERACK MIXED W/TOPSOIL, STIFF, 0.8' TO 5'919.8
~G.S. 924.8
24-140M
24 JAN 2024
10D MC LL PL
CL
NOTES:
1. GROUNDWATER NOT ENCOUNTERED
2. HOLE STABILIZED WITH HOLLOW STEM AUGER TO EL. 918
3. BACKFILLED WITH SOILS AND TOPPED WITH ASPHALT PATCH
4. EL. ESTIMATED FROM COE PROJECT LIDAR
SPT
(ROAD BASE)
(GP) GRAVEL MIXED W/ASPHALT AND CLAY, 0.8' TO 1.4'
FROZEN, JUMBLED, BLACK.
W/SHERACK FM.,M. STIFF, MOIST, TR. F. GRAVEL,
(CH) SILTY CLAY, TOPSOIL MIXED 1.4' TO 7.2'
(GLACIO-LACUSTRINE)WEATHERED, GRAY.
(CH) SILTY CLAY, M. STIFF, MOIST, 7.2' TO 9'
ASPHALT0' TO 0.8'
916.0
~G.S. 925.0
24-141M
24 JAN 2024
GP
CH
CH
10D MC LL PL
917.8
TOP OF SHERACK FORMATION
923.6 23 66 20
24 66 19
NOTES:
1. GROUNDWATER NOT ENCOUNTERED
2. HOLE STABILIZED WITH HOLLOW STEM AUGER TO EL. 921
3. BACKFILLED WITH SOILS AND TOPPED WITH ASPHALT PATCH
4. EL. ESTIMATED FROM COE PROJECT LIDAR
SPT
ASPHALT0' TO 0.8'
(ROAD BASE)
SAND F. TO M., V. DENSE, SL. MOIST, FROZEN, BROWN.
(SM) SILTY SAND W/GRAVEL, GRAVEL F., 0.8' TO 2.8'
(BURIED TOPSOIL)LIMESTONE CLAST, BLACK.
(CH) SILTY CLAY, M. STIFF, MOIST, OCC. 2.8' TO 6'
(GLACIO-LACUSTRINE)
(CH) SILTY CLAY, M. STIFF, MOIST, GRAY. 6' TO 8'
917.0
~G.S. 925.0
24-142M
24 JAN 2024
SM
CH
CH
10D MC LL PL
919.0
TOP OF SHERACK FORMATION
922.2
28 58 22
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N 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
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
O C
T
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
E L
E V
A T
IO
N
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
S I
D
A D
V E
R T
IS
E
M E
N T
M O
O R
H E
A D
M
N
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
F M
M S
O U
T H
E R
N E
M B
A N
K M
E N
T R
E A
C H
S E
-5
W
E S
B
P
A U
L M
IN
N
E S
O T
A
S T
P
A U
L D
IS
T
R
-B U
IL
T
N O
F
IL
E N
A M
E
D S
P
D
:3
:2
A
M
/2
/2
F M
M S
E
B
-3
.d
E E
T
O F
B O
R
IN
G L
O G
S
B-303
D F
O R
D
T M
E Y
E
M S
E B
-3 .d
W O
O
D
M N
S P
C S
C
E N
T R
A L
Z O
N E
-U .S
S
U R
V E
Y F
T
N A
V D
.9
B
NOTES:
1. GROUNDWATER NOT ENCOUNTERED
2. HOLE STABILIZED WITH HOLLOW STEM AUGER TO EL. 918.5
3. BACKFILLED WITH SOILS AND TOPPED WITH ASPHALT PATCH
4. EL. ESTIMATED FROM COE PROJECT LIDAR
SPT
ASPHALT0' TO 0.8'
(ROAD BASE)BROWN.
SAND F. TO M., V. DENSE, SLIGHTLY MOIST, FROZEN,
(SM) SILTY SAND W/GRAVEL, GRAVEL F., 0.8' TO 3.7'
(BURIED TOPSOIL)
(CH) SILTY CLAY, STIFF, MOIST, BLACK. 3.7' TO 5.8'
(GLACIO-LACUSTRINE)GRAY.
(CH) SILTY CLAY, M. STIFF, MOIST, LAMINATED, 5.8' TO 9'
916.5
~G.S. 925.5
24-143M
24 JAN 2024
SM
CH
CH
10D MC LL PL
919.7
TOP OF SHERACK FORMATION
921.8
NOTES:
1. GROUNDWATER NOT ENCOUNTERED
2. HOLE STABILIZED WITH HOLLOW STEM AUGER TO EL. 921.
3. BACKFILLED WITH SOILS AND TOPPED WITH ASPHALT PATCH
4. EL. ESTIMATED FROM COE PROJECT LIDAR
SPT
ASPHALT0' TO 0.8'
(ROAD BASE)
M., SAND F. TO M., DENSE, SL. MOIST, FROZEN, BROWN.
(SM) SILTY SAND W/GRAVEL, GRAVEL F. TO 0.8' TO 4.4'
GRAY.
W/TOPSOIL, DENSE, MOIST, JUMBLED, FROZEN, BLACK TO
(CH) SILTY CLAY, SHERACK FM. MIXED 4.4' TO 6.3'
(GLACIO-LACUSTRINE)WEATHERED, GRAY.
(CH) SILTY CLAY, M. STIFF, MOIST, LAMINATED, 6.3' TO 8'
918.0
~G.S. 926.0
24-144M
24 JAN 2024
SM
CH
CH
10D MC LL PL
919.7
TOP OF SHERACK FORMATION
921.6
24 65 19
NOTES:
1. GROUNDWATER NOT ENCOUNTERED
2. HOLE STABILIZED WITH HOLLOW STEM AUGER TO EL. 921
3. BACKFILLED WITH SOILS AND TOPPED WITH ASPHALT PATCH
4. EL. ESTIMATED FROM COE PROJECT LIDAR
SPT
ASPHALT0' TO 0.8'
(GP) CRUSHED ASPHALT AND GRAVEL. 0.8' TO 1'
TO GRAY.
FM., V. STIFF, SL.MOIST, TR. GRAVEL, FROZEN, BLACK
(CH) SILTY CLAY, TOPSOIL MIXED W/SHERACK 1' TO 6.1'
(GLACIO-LACUSTRINE)LAMINATED, SL. WEATH, GRAY.
(CH) SILTY CLAY, M.STIFF, SL. MOIST, 6.1' TO 8'
~G.S. 926.2
918.2
24-145M
25 JAN 2024
GP
CH
CH
10D MC LL PL
920.1
TOP OF SHERACK FORMATION
NOTES:
1. GROUNDWATER NOT ENCOUNTERED
2. HOLE STABILIZED WITH HOLLOW STEM AUGER TO EL. 921.2
3. BACKFILLED WITH SOILS AND TOPPED WITH ASPHALT PATCH
4. EL. ESTIMATED FROM COE PROJECT LIDAR
SPT
ASPHALT0' TO 0.8'
BLACK TO GRAY.
W/TOPSOIL, STIFF, SL. MOIST, TR. GRAVEL, FROZEN,
(CL) SILTY CLAY, SHERACK MIXED 0.8' TO 6'
(GLACIO-LACUSTRINE)LAMINATED, GRAY.
(CH) SILTY CLAY, M. STIFF, SL. MOIST, 6' TO 8'
918.2
~G.S. 926.2
24-146M
25 JAN 2024
CH
CH
10D MC LL PL
920.2 TOP OF SHERACK FORMATION
24 65 19
NOTES:
1. GROUNDWATER NOT ENCOUNTERED
2. HOLE STABILIZED WITH HOLLOW STEM AUGER TO EL. 919.8
3. BACKFILLED WITH SOILS AND TOPPED WITH ASPHALT PATCH
4. EL. ESTIMATED FROM COE PROJECT LIDAR
SPT
ASPHALT0' TO 0.8'
(GP) CLAYEY GRAVEL.0.8' TO 1'
BLACK TO GRAY.
STIFF, SL. MOIST, TR. GRAVEL, JUMBLED, FROZEN,
(CH) SILTY CLAY, SHERACK MIXED W/TOPSOIL,1' TO 5.4'
(GLACIO-LACUSTRINE)MOTTLED W/YELLOW.
(CH) SILTY CLAY, M. STIFF, SL. MOIST, GRAY 5.4' TO 8'
~G.S. 924.8
916.8
24-147M
25 JAN 2024
GP
CH
CH
10D MC LL PL
919.4
TOP OF SHERACK FORMATION
24 61 18
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N 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
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
O C
T
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
E L
E V
A T
IO
N
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
P
D
:0
:2
P
M
/2
/2
F M
M S
E C
D .d
D
M N
S P
C S
C
E N
T R
A L
Z O
N E
-U .S
S
U R
V E
Y F
T
N A
V D
.9
B
R M
C G
A R
V
A
T
O
D E
M O
L
IT
IO
N
P L
A N
CD100
J M
O S
E R
R M
C G
A R
V
M S
E C
D .d
M
O S
S I
D
A D
V E
R T
IS
E
M E
N T
M O
O R
H E
A D
M
N
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
F M
M S
O U
T H
E R
N E
M B
A N
K M
E N
T R
E A
C H
S E
-5
W
E S
B
P
A U
L M
IN
N
E S
O T
A
S T
P
A U
L D
IS
T
R
-B
U
IL
T N
O
F
IL
E N
A M
E
TOP OF EMBANKMENT
180TH AVE S�
WORK LIMITS
180TH AVE S
EXISTING GRAVEL EDGE (TYP.)
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N 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
IS
S
U E
D A
T E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
O C
T
TOP OF EMBANKMENT
180TH AVE S�
H
IG
H W
A Y
180TH AVE S
WORK LIMITS
EDGE
ASPHALT
EXISTING
EDGE
ASPHALT
EXISTING
6 EXISTING DRAINTILE
REMOVE BITUMINOUS & CONCRETE PAVEMENT
TOPSOIL STRIPPING
REMOVE ROAD EMBANKMENT
REMOVE UNDERGROUND CULVERT OR UTILITY
CLEAR AND GRUB TREE / AREA
SHEET KEYNOTES
1. REMOVE ROAD EMBANKMENT
2. REMOVE BITUMINOUS AND CONCRETE PAVEMENT
3. FULL DEPTH PAVEMENT SAWCUT
4. SALVAGE SIGN / MARKER / POST
5. PROTECT SIGN / MARKER / POST
6. PROTECT IN-PLACE PRIVATE UTILITY
7. PROTECT CULVERT
8. REMOVE CULVERT
9. CLEAR AND GRUB TREE / AREA
10. REMOVE SIGN / MARKER / POST
11. SALVAGE MAILBOX
12. REMOVE UNDERGROUND COMMUNICATION LINE
13. TOPSOIL STRIPPING
14. SALVAGE REINFORCED CONCRETE CULVERTS
15. PROTECT TREES
16. REMOVE UNDERGROUND COMMUNICATION LINE
(BY OTHERS)
1. ALL REMOVED MATERIALS SHALL BECOME PROPERTY OF
THE CONTRACTOR UNLESS OTHERWISE SPECIFIED.
2. NO MATERIAL STOCKPILING SHALL OCCUR OUTSIDE OF
WORK LIMITS. STOCKPILES SHALL MEET THE
REQUIREMENTS OF THE MINNESOTA POLLUTION
CONTROL AGENCY CONSTRUCTION STORMWATER
GENERAL PERMIT.
3. EXCAVATION DEPTHS ARE DEFINED BY THE TYPICAL
SECTIONS, PROPOSED PROFILES AND CROSS SECTIONS.
4. REMOVED AGGREGATE SURFACING AND TOPSOIL MAY BE
REUSED IF STOCKPILED MATERIAL MEETS ALL TESTING
AND MATERIAL REQUIREMENTS IN SPECIFICATIONS.
5. STRIP 6 INCHES OF TOPSOIL WITHIN THE STRIPPING
LIMITS INDICATED ON THE PLANS. ANY MATERIAL
REMOVED BENEATH THESE STRIPPED 6 INCHES OF
TOPSOIL WILL BE PAID FOR AS…
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 .