W912ES-15-B-0003_11X17_PLANS.pdf
PDF 33 MB Posted
- Attached to
- Devils Lake Drainage Project Federal contract opportunity
- Solicitation number
- W912ES-15-B-0003
About this file
11x17 Plans
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| BIDDING_ABSTRACT_W912ES-15-B-0003.pdf | ||
| Amendment_1_Devils_Lake_Drainage.pdf | ||
| W912ES-15-B-0003_22X34_PLANS.pdf | ||
| W912ES-15-B-003_REF_DRAWINGS.pdf | ||
| AccidentPreventionPlanChecklist2011Sep08.pdf | ||
| Best_Management_Practices_Full_Size.pdf | ||
| Best_Management_Practices_Half_Size.pdf | ||
| SOLICITATION_SPECIFICATION_15-B-0003.pdf |
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Text version
CB RCP INV 24IN
1454.58
RCP INV 24IN
1454.76
RCP INV 24IN
1454.76
RCP INV 24IN
1456.03
CMP INV 21IN
1459.24
MH
1460.52
9+00
8+00
10+00
7+00
11+00
F 12+00
6+00
F 13+00
F 13+68
0+00
5+00
1+00
F
+0
2+00
3+00
F
+4 5.
PC
4+00
CURVE NO. 6
CURVE N
O.
CURVE NO. 3
CURVE NO. 5
NO. 4
CURVE
F 43+00
F 44 +00
F 4 5+
F 4 6+
F
+0
F
+0
F
+0
F
+0
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+0
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+0
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+0
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+0
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+0
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+0
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+0
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+0
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PI-7
F 43+31.32
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F 174+56.33
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F
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F 175+00
F 176+00
F 177+00
F 1
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14551455 1455 1455 1455 1455 1455 1455 1455 1455 1455 1455 1455 1455 1455 1455 1455 1455145514551455145514551455145514551455145514551455145514551455
14601460146014601460 1460 1460 1460 1460 1460 1460 1460 1460 1460 1460 1460 1460 1460 1460 1460
CURVE NO. 9
CURVE NO. 1
CURVE N
O.
CURVE NO. 3
CUVRE NO. 7
CURVE NO. 8
CURVE NO. 10
CURVE
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F 15+53.23
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+4 7.
PT
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PC
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PT
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3+ .7
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F 15 4+
F 15 3+
F 15 2+
F 15 1+
F 15 0+
F 14 9+
F 14 8+
F 14 7+
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5+
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4+
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3+
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9+
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7+
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6+
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3+
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2+
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9+
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+0
F
+0
F 4 6+
F 4 5+
F 44 +00
F 43+00
F 42+00
F 41+00
F 40+00
F 39+00
F 38+00
F 37+00
F 36+00
F 35+00
F 34+00
F 33+00
F 32+00
F 31+00
F 30+00
F 29+00
F 28+00
F 27+00
F 26+00
F 25+00
F 24+00
F 23+00
F 22+00
F 21+00
F 20+00
F 19+00
F 18+00
F 17+00
F 16+00
F 15+00
F 14+00
F 13+00
F 12+00
F 11+00
F 10+00
F 9+00
F 8+00
F 7+00
F 6+00
F 5+00
F 4+00
F 3 +0
F 2+
F 1+
.7
PC
F 3+84.80
PT
F 6+56.33
PI
F 24+54.60
PI
F 37+49.51
PI
F
4+ .0
PI
F 1
+2 2.0
PI
F
8+ .1
PT
F 43+31.32
PC
F 42+33.98
PI
FD2 1+00
FD2 2+00
FD2 3+00
FD2 4+00
FD2 5+00
FD
6+
FD
7+
FD1 1+00
FD1 1+00
FD1 1+00
FD1 2+00
FD1 3+00
FD1 4+00
FD1 5+00
FD1 6+00
FD1 7+00
FD1 8+00
FD1 9+00
+00
FD1 1
FD1 11+00
FD1 12+00
FD1 13+00
FD1 14+00
FD1 15+00
FD1 16+00
FD1 17+00
A H
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-22+23
-22+23
-22+00
-21+00
-20+00
-19+00
-18+00
-17+00
-16+00
-15+00
-14+00
-13+00
-12+00
-11+00
-10+00
-9+00
-8+00
-7+00
-6+00
-5
-4
-3 +00
-2
-1 +00
LINE SURFACE OFFSET Ex_Surface_combined20.0000Scaled 1.0000 Times Ver.Scaled 1.0000 Times Hor.
14601460
14601460
0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90 2+00
ELEVA
TION
ELEVA
TION
STATION
STEEL - APPROX 145 LFRCP - APPROX 40 LF RCPAPPROX 15 LF
PROFILE OF 24" CULVERT AT HIGHWAY 19DLEIDI - AMENDMENT 1 - JUNE 2014
2H:1V 2H:1V
APPROX TOP OFHIGHWAY 19APPROX TOP OFHIGHWAY 19
B
B
B
B 0+00
B
B 0+
B 5+
B
B
B
B
B118
B
.1
P O
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B .7
P I
B116
B
.4
PT
B 65+83.93
PI
B
B 59+02.93
PI
B
B
.2
P I
B
.0
1P I
B 8+
.5
P I
B104
B .3
P T
B 0+45.97
PC
B 0+00.00
POB
B
B 0+66.23
PI
B
B
B
B 75+00
B
B
B
B 4 5+00
B
+0
B
+0
B 70+00
B 72+91.76
PC
B 65+18.31
PC
B 66+45.11
PT
B
+4 2.
PC
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+8 7.
P I
B
+2 4.
PT
B
.3
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B106B .2
P C
B 65+00
B 60+00
B 60+27.97
PT
LOCATION
PROJECT
LOCATION
PROJECT
LOCATION
PROJECT LOCATION
PROJECT
LOCATION
PROJECT
LOCATION
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LOCATION
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LOCATION
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LOCATION
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TO HPS2
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US Army Corps of Engineers
US Army Corps a u t o t im e
ID
Sheet
2 13456
7 8 9 10 11 12
131415161718
252627282930
31 32 33
MINOT
ROCHESTER
MANKATO
BRAINERD
BEMIDJI
DULUTH
C A N A D A
ST. PAUL
MINNEAPOLIS
IOWA
SOUTH DAKOTA
NORTH DAKOTA
MINNESOTA
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S O
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IS
R
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IV
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SCALE:1"=2000'
4000'2000'
N
N
AIRPORT
MUNICIPAL
SEE SHEET G-006
SEE SHEET G-006
SEE SHEET G-006
SEE SHEET G-007
SEE SHEET G-007
SEE SHEET G-007
SEE SHEET G-008
SEE SHEET G-008
SEE SHEET G-008
NOT TO SCALE
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IN
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F E
N G
IN
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R S
GENERAL NOTES:
GENERAL CROSS-REFERENCING SYMBOLS
ABBREVIATIONS
GENERAL LEGEND
EACH VIEW)
(CENTERED UNDER
VIEW SUBTITLE
SAME DRAWING
VIEW SHOWN ON
SECTION CUT W/
ANOTHER DRAWING
VIEW SHOWN ON
SECTION CUT W/
SAME DRAWING
VIEW SHOWN ON
DETAIL SYMBOL W/
ANOTHER DRAWING
VIEW SHOWN ON
DETAIL SYMBOL W/
FRONT SIDE
SECTION
ELEVATION
TOP
C-501
FILL
CUT
P.I. POINT
MANHOLE
WATER VALVE
FIRE HYDRANT
SANITARY SEWER
EXISTING
STORM SEWER
EXISTING
NEW STORM SEWER
AND NUMBER
DWG OUTLINE
EXISTING GAS
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
UNLESS NOTED OTHERWISE
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
HEIGHT
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
HT
IF
MISC
NF
OF
NO
OC
SPEC
T&B
UNO
UGND
FES FLARED END SECTION
WIDTH
WATER MAINWM
W
RIVERWARDR/W
LONG
LANDWARDL/W
LG
SCALE:
SUPPLEMENTAL INFORMATION
DETAIL/SECTION
D5
SCALE:
D5 DETAIL/SECTION
SUPPLEMENTAL INFORMATION
C-102
C-302
SECTION/DETAIL)
(CENTERED UNDER
DRAWING
TITLE ON SAME
SECTION/DETAIL
SECTION/DETAIL)
(CENTERED UNDER
DRAWING
TITLE ON ANOTHER
SECTION/DETAIL
SHEET ID X-000
OVERHEAD POWER
EXISTING
UNDERGROUND POWER
EXISTING
RIPRAP
LIMITS OF WORK
97-41M
AND NUMBER
BORING LOCATION
WATERMAIN
EXISTING
SANITARY MANHOLE
EXISTING
CONTROL POINT
D D
FILL
CUT
/0
/0
W E
S -1
-B -0
ELEVATIONELEV
EQ
CL CLASS
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
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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
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C F
G E
D
N D S
P C
S
N O
R T
H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
.9
EX
EQUAL
EXISTING
OD OUTSIDE DIAMETER
AVOID DAMAGE TO THESE UTILITIES.
THE TYPE AND LOCATION OF UTILITIES AS MAY BE NECESSARY TO
CONTRACTOR IS RESPONSIBLE FOR MAKING THE DETERMINATION AS TO
OF UTILITIES MAY NOT BE ACCURATE OR ALL INCLUSIVE. THE
7. THE INFORMATION ON THESE DRAWINGS CONCERNING TYPE AND LOCATION
SURVEY (2013).
PHOTOGRAMMETRIC MAPPING (2001) AND TOPOGRAPHIC
6. ORIGINAL DATA GROUND SURFACE DATA FROM AERIAL
COORDINATE SYSTEM, NORTH ZONE.
4. HORIZONTAL DATUM: NORTH DAKOTA STATE PLANE
3. VERTICAL DATUM: NAVD88.
2. ORIGINAL DATA COMPILED: NAD 83 US FOOT.
OFFICER UPON CONTRACT AWARD.
VERTICAL CONTROL POINTS ARE AVAILABLE BY REQUEST TO THE CONTRACTING
1. TIE DIAGRAMS AND DETAILS DESCRIPTIONS OF HORIZONTAL AND
CO CONTRACTING OFFICER
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
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IP
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IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
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U M
B E
R
S
IZ
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S U
B M
IT
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D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
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D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
DESCRIPTION
CONSTRUCTION DRAWING INDEX
PRODUCT I.D.
DRAWING NO.
AS-BUILT
REF.
SHEET
E-603
E-602
E-601
E-501
E-301
E-101
E-001
M-501
M-101
S-102
S-101
CS604
CS603
CS602
CS601
CS503
CS502
CS501
CS307
CS306
CS305
CS304
CS303
CS302
CS301
CS206
CS205
CS204
CS203
CS202
CS201
CS118
CS117
CS116
CS115
CS114
CS113
CS112
CS111
CS110
CS109
CS108
CS107
CS106
CS105
CS104
CS103
CS102
CS101
B-302
B-301
G-008
G-007
G-006
G-005
G-004
G-003
G-002
G-001
DLEIDI_E-603xxx.dgn
DLEIDI_E-602xxx.dgn
DLEIDI_E-601xxx.dgn
DLEIDI_E-501xxx.dgn
DLEIDI_E-301xxx.dgn
DLEIDI_E-101xxx.dgn
DLEIDI_E-001xxx.dgn
DLEIDI_M-501xxx.dgn
DLEIDI_M-101xxx.dgn
DLEIDI_S-102xxx.dgn
DLEIDI_S-101xxx.dgn
DLEIDI_CS604xxx.dgn
DLEIDI_CS603xxx.dgn
DLEIDI_CS602xxx.dgn
DLEIDI_CS601xxx.dgn
DLEIDI_CS503xxx.dgn
DLEIDI_CS502xxx.dgn
DLEIDI_CS501xxx.dgn
DLEIDI_CS307xxx.dgn
DLEIDI_CS306xxx.dgn
DLEIDI_CS305xxx.dgn
DLEIDI_CS304xxx.dgn
DLEIDI_CS302xxx.dgn
DLEIDI_CS301xxx.dgn
DLEIDI_CS206xxx.dgn
DLEIDI_CS205xxx.dgn
DLEIDI_CS204xxx.dgn
DLEIDI_CS203xxx.dgn
DLEIDI_CS202xxx.dgn
DLEIDI_CS201xxx.dgn
DLEIDI_CS118xxx.dgn
DLEIDI_CS117xxx.dgn
DLEIDI_CS116xxx.dgn
DLEIDI_CS115xxx.dgn
DLEIDI_CS114xxx.dgn
DLEIDI_CS113xxx.dgn
DLEIDI_CS112xxx.dgn
DLEIDI_CS111xxx.dgn
DLEIDI_CS110xxx.dgn
DLEIDI_CS109xxx.dgn
DLEIDI_CS108xxx.dgn
DLEIDI_CS107xxx.dgn
DLEIDI_CS106xxx.dgn
DLEIDI_CS105xxx.dgn
DLEIDI_CS104xxx.dgn
DLEIDI_CS103xxx.dgn
DLEIDI_CS102xxx.dgn
DLEIDI_CS101xxx.dgn
DLEIDI_B-302xxx.dgn
DLEIDI_B-301xxx.dgn
DLEIDI_G-008xxx.dgn
DLEIDI_G-007xxx.dgn
DLEIDI_G-006xxx.dgn
DLEIDI_G-005xxx.dgn
DLEIDI_G-004xxx.dgn
DLEIDI_G-003xxx.dgn
DLEIDI_G-002xxx.dgn
DLEIDI_G-001xxx.dgn
PUMP STATION- ELECTRICAL SCHEDULES, HIGHWAY 20
PUMP STATION - ELECTRICAL POWER DIAGRAM, HIGHWAY 20
PUMP STATION- ELECTRICAL CONTROL DIAGRAM, HIGHWAY 20
PUMP STATION - ELECTRICAL DETAILS, HIGHWAY 20
PUMP STATION- ELECTRICAL PLAN AND PROFILE, HIGHWAY 20
PUMP STATION - ELECTRICAL PLAN, HIGHWAY 20
PUMP STATION - ELECTRICAL SYMBOLS AND ABBREVIATIONS
ELECTRICAL DRAWINGS
PUMP STATION - DETAILS, 8" HDPE ELECTROFUSION PIPE SADDLE
PUMP STATION - MECHANICAL PLAN, HIGHWAY 20
MECHANICAL DRAWINGS
PUMP STATION - STRUCTURAL PLAN VIEW & SECTIONS, HIGHWAY 20
PUMP STATION - STRUCTURAL GENERAL NOTES
STRUCTURAL DRAWINGS
WORK LIMIT TABLES
WORK LIMIT TABLES
STORM SEWER SCHEDULEA AND CONTROL LINE DATA TABLES
CONTROL LINE DATA TABLES
CLEANOUT DETAIL
MISCELLANEOUS DETAILS
ACCESS GATE DETAIL
TYPICAL SECTIONS - NORTH DITCH, STA. 9+00 TO 12+00
TYPICAL SECTIONS - NORTH DITCH, STA. 8+50 TO 8+75
TYPICAL SECTIONS - NORTH DITCH, STA.-5+00 TO 7+00
TYPICAL SECTIONS - PUMP STATION PAD, HIGHWAY 20
NOT USED
TYPICAL SECTIONS - STILLING BASINS, NORTH TIEBACK
TYPICAL SECTIONS - DITCH, NORTH TIEBACK
CULVERT PROFILE - NORTH DITCH
DITCH PROFILE , NORTH DITCH
STORM SEWER A PROFILE P-C-5 TO PUMPSTATION, HIGHWAY 20
STORM SEWER PROFILE - MH-1 TO PUMPSTATION, HIGHWAY 20
CUL-DE-SAC PROFILE, 32ND ST SW, NORTH TIEBACK
CULVERT SECTIONS, 32ND ST SW, NORTH TIEBACK
PLAN, TRASH GUARD, EXISTING 48" DIA RCP CULVERT WITH FES
PLAN & PROFILE, SWALE AT CUL-DE-SAC, LAKESHORE DRIVE
PLAN, PROFILE,&SECTION RIPRAP AT LAKEWOOD OUTLET, LAKEWOOD PS
PLAN & PROFILE, WEST DITCH 2&3, 79TH AVE NE
PLAN & PROFILE, WEST DITCH 1&2, 79TH AVE NE
PLAN,CATTAIL REMOVAL & DRAINAGE SWALE EAST DITCH PS
PLAN & PROFILE,CATTAIL REMOVAL & DRAINAGE SWALE EAST DITCH PS
PLAN & PROFILE 79TH AVENUE NE-EAST DITCH,STA 12+50 TO 20+70
PLAN & PROFILE 79TH AVENUE NE-EAST DITCH,STA 0+00 TO 12+50
PLAN & PROFILE DITCH AND CULVERT, EAST DITCH PUMP STATION
SITE PLAN DETAIL, NORTH DITCH
SITE PLAN, NORTH DITCH
SITE PLAN PUMP STATION, HIGHWAY 20
SITE PLAN STORM SEWER, HIGHWAY 20
SITE PLAN 32ND ST SW - BUS TURN-AROUND, NORTH TIEBACK
PLAN & PROFILE 32ND ST SW UP & OVER, STA 0+00-6+00 NORTH TIEBACK
PLAN & PROFILE DITCH & STILLING BASIN B, NORTH TIEBACK
PLAN & PROFILE DITCH & STILLING BASIN A, NORTH TIEBACK
CIVIL DRAWINGS
BORING LOGS 14-421M AND 14-422M
BORING LOGS 14-418M, 14-419M, 14-420M AND LEGEND
GEOTECHNICAL DRAWINGS
GENERAL PLAN
GENERAL PLAN
GENERAL PLAN
INDEX
INDEX
INDEX
LOCATION MAP & VICINITY MAP
COVER SHEET
GENERAL DRAWINGS
E
ID
I_
G -0 x x x .d g n
/2
/2
A N
S I
D
D L
C E I
N T
E R
IO
R D
R A
IN
A G
E I
M P
R O
V E
M E
N T S
M A
R S
H A G
M O
S E
R C
M
R C
M
G C
W
IN
D
E X
G-004
D E
V
IL
S L
A K
E C
IT
Y E
M B
A N
K M
E N
T S
D E
V
IL
S L
A K
E
N O
R T
H D
A K
O T
A
D E
V
IL
S L
A K
E S
U B R
IV
E R B
A S
IN
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R
E
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 A
D
N D S
P C
S
N O
R T
H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
.9
/0
/0
W E
S -1
-B -0
REFERENCE NOTES:
CONSTRUCTION ACTIVITIES.
MAY NOT REFLECT ACTUAL CONDITIONS DUE TO PREVIOUS
1. BORING LOGS ARE FOR INFORMATION ONLY. BORING LOGS
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
Sheet
E-603
E-602
E-601
E-501
E-301
E-101
E-001
M-501
M-101
S-102
S-101
CS604
CS603
CS602
CS601
CS503
CS502
CS501
CS307
CS306
CS305
CS304
CS303
CS302
CS301
CS206
CS205
CS204
CS203
CS202
CS201
CS118
CS117
CS116
CS115
CS114
CS113
CS112
CS111
CS110
CS109
CS108
CS107
CS106
CS105
CS104
CS103
CS102
CS101
B-302
B-301
G-008
G-007
G-006
G-005
G-004
G-003
G-002
G-001
DLEIDI_E-603xxx.dgn
DLEIDI_E-602xxx.dgn
DLEIDI_E-601xxx.dgn
DLEIDI_E-501xxx.dgn
DLEIDI_E-301xxx.dgn
DLEIDI_E-101xxx.dgn
DLEIDI_E-001xxx.dgn
DLEIDI_M-501xxx.dgn
DLEIDI_M-101xxx.dgn
DLEIDI_S-102xxx.dgn
DLEIDI_S-101xxx.dgn
DLEIDI_CS604xxx.dgn
DLEIDI_CS603xxx.dgn
DLEIDI_CS602xxx.dgn
DLEIDI_CS601xxx.dgn
DLEIDI_CS503xxx.dgn
DLEIDI_CS502xxx.dgn
DLEIDI_CS501xxx.dgn
DLEIDI_CS307xxx.dgn
DLEIDI_CS306xxx.dgn
DLEIDI_CS305xxx.dgn
DLEIDI_CS304xxx.dgn
DLEIDI_CS302xxx.dgn
DLEIDI_CS301xxx.dgn
DLEIDI_CS206xxx.dgn
DLEIDI_CS205xxx.dgn
DLEIDI_CS204xxx.dgn
DLEIDI_CS203xxx.dgn
DLEIDI_CS202xxx.dgn
DLEIDI_CS201xxx.dgn
DLEIDI_CS118xxx.dgn
DLEIDI_CS117xxx.dgn
DLEIDI_CS116xxx.dgn
DLEIDI_CS115xxx.dgn
DLEIDI_CS114xxx.dgn
DLEIDI_CS113xxx.dgn
DLEIDI_CS112xxx.dgn
DLEIDI_CS111xxx.dgn
DLEIDI_CS110xxx.dgn
DLEIDI_CS109xxx.dgn
DLEIDI_CS108xxx.dgn
DLEIDI_CS107xxx.dgn
DLEIDI_CS106xxx.dgn
DLEIDI_CS105xxx.dgn
DLEIDI_CS104xxx.dgn
DLEIDI_CS103xxx.dgn
DLEIDI_CS102xxx.dgn
DLEIDI_CS101xxx.dgn
DLEIDI_B-302xxx.dgn
DLEIDI_B-301xxx.dgn
DLEIDI_G-008xxx.dgn
DLEIDI_G-007xxx.dgn
DLEIDI_G-006xxx.dgn
DLEIDI_G-005xxx.dgn
DLEIDI_G-004xxx.dgn
DLEIDI_G-003xxx.dgn
DLEIDI_G-002xxx.dgn
DLEIDI_G-001xxx.dgn
PUMP STATION- ELECTRICAL SCHEDULES, HIGHWAY 20
PUMP STATION - ELECTRICAL POWER DIAGRAM, HIGHWAY 20
PUMP STATION- ELECTRICAL CONTROL DIAGRAM, HIGHWAY 20
PUMP STATION - ELECTRICAL DETAILS, HIGHWAY 20
PUMP STATION- ELECTRICAL PLAN AND PROFILE, HIGHWAY 20
PUMP STATION - ELECTRICAL PLAN, HIGHWAY 20
PUMP STATION - ELECTRICAL SYMBOLS AND ABBREVIATIONS
ELECTRICAL DRAWINGS
PUMP STATION - DETAILS, 8" HDPE ELECTROFUSION PIPE SADDLE
PUMP STATION - MECHANICAL PLAN, HIGHWAY 20
MECHANICAL DRAWINGS
PUMP STATION - STRUCTURAL PLAN VIEW & SECTIONS, HIGHWAY 20
PUMP STATION - STRUCTURAL GENERAL NOTES
STRUCTURAL DRAWINGS
WORK LIMIT TABLES
WORK LIMIT TABLES
STORM SEWER SCHEDULEA AND CONTROL LINE DATA TABLES
CONTROL LINE DATA TABLES
CLEANOUT DETAIL
MISCELLANEOUS DETAILS
ACCESS GATE DETAIL
TYPICAL SECTIONS - NORTH DITCH, STA. 9+00 TO 12+00
TYPICAL SECTIONS - NORTH DITCH, STA. 8+50 TO 8+75
TYPICAL SECTIONS - NORTH DITCH, STA.-5+00 TO 7+00
TYPICAL SECTIONS - PUMP STATION PAD, HIGHWAY 20
NOT USED
TYPICAL SECTIONS - STILLING BASINS, NORTH TIEBACK
TYPICAL SECTIONS - DITCH, NORTH TIEBACK
CULVERT PROFILE - NORTH DITCH
DITCH PROFILE , NORTH DITCH
STORM SEWER A PROFILE P-C-5 TO PUMPSTATION, HIGHWAY 20
STORM SEWER PROFILE - MH-1 TO PUMPSTATION, HIGHWAY 20
CUL-DE-SAC PROFILE, 32ND ST SW, NORTH TIEBACK
CULVERT SECTIONS, 32ND ST SW, NORTH TIEBACK
PLAN, TRASH GUARD, EXISTING 48" DIA RCP CULVERT WITH FES
PLAN & PROFILE, SWALE AT CUL-DE-SAC, LAKESHORE DRIVE
PLAN, PROFILE,&SECTION RIPRAP AT LAKEWOOD OUTLET, LAKEWOOD PS
PLAN & PROFILE, WEST DITCH 2&3, 79TH AVE NE
PLAN & PROFILE, WEST DITCH 1&2, 79TH AVE NE
PLAN,CATTAIL REMOVAL & DRAINAGE SWALE EAST DITCH PS
PLAN & PROFILE,CATTAIL REMOVAL & DRAINAGE SWALE EAST DITCH PS
PLAN & PROFILE 79TH AVENUE NE-EAST DITCH,STA 12+50 TO 20+70
PLAN & PROFILE 79TH AVENUE NE-EAST DITCH,STA 0+00 TO 12+50
PLAN & PROFILE DITCH AND CULVERT, EAST DITCH PUMP STATION
SITE PLAN DETAIL, NORTH DITCH
SITE PLAN, NORTH DITCH
SITE PLAN PUMP STATION, HIGHWAY 20
SITE PLAN STORM SEWER, HIGHWAY 20
SITE PLAN 32ND ST SW - BUS TURN-AROUND, NORTH TIEBACK
PLAN & PROFILE 32ND ST SW UP & OVER, STA 0+00-6+00 NORTH TIEBACK
PLAN & PROFILE DITCH & STILLING BASIN B, NORTH TIEBACK
PLAN & PROFILE DITCH & STILLING BASIN A, NORTH TIEBACK
CIVIL DRAWINGS
BORING LOGS 14-421M AND 14-422M
BORING LOGS 14-418M, 14-419M, 14-420M AND LEGEND
GEOTECHNICAL DRAWINGS
GENERAL PLAN
GENERAL PLAN
GENERAL PLAN
INDEX
INDEX
INDEX
LOCATION MAP & VICINITY MAP
COVER SHEET
GENERAL DRAWINGS
DESCRIPTION
CONSTRUCTION DRAWING INDEX
PRODUCT I.D.
DRAWING NO.
AS-BUILT
REF.
SHEET
DESCRIPTION PRODUCT I.D.
REFERENCE DRAWING INDEX
R31-P-10/92
R31-P-10/91
R31-P-10/90
R31-P-10/89
R31-P-10/88
R31-P-10/87
R31-P-10/86
R31-P-10/85
R31-P-10/84
R31-P-10/83
R31-P-10/82
R31-P-10/81
R31-P-10/80
R31-P-10/79
R31-P-10/78
R31-P-10/77
R31-P-10/76
R31-P-10/75
R31-P-10/74
R31-P-10/73
R31-P-10/72
R31-P-10/71
R31-P-10/70
R31-P-10/69
R31-P-10/68
R31-P-10/051
R31-P-10/050
R31-P-10/049
R31-P-10/048
DL_Stages
Z2-22
BORING LOGS SHEET 4
BORING LOGS SHEET 3
BORING LOGS SHEET 2
BORING LOGS SHEET 1
BORING LOCATION MAP
GEOTECHNICAL LEGEND AND GENERAL NOTES
DEVILS LAKE CITY EMBANKMENT PHASE 2B VOLUME 2 BORING LOGS
BORING LOGS SHEET 17
BORING LOGS SHEET 16
BORING LOGS SHEET 15
BORING LOGS SHEET 14
BORING LOGS SHEET 13
BORING LOGS SHEET 12
BORING LOGS SHEET 11
BORING LOGS SHEET 10
BORING LOGS SHEET 9
BORING LOGS SHEET 8
BORING LOGS SHEET 7
BORING LOGS SHEET 6
BORING LOGS SHEET 5
BORING LOGS SHEET 4
BORING LOGS SHEET 3
BORING LOGS SHEET 2
BORING LOGS SHEET 1
BORING LOCATION MAP
GEOTECHNICAL LEGEND AND GENERAL NOTES AND BORING LOGS
DEVILS LAKE CITY EMBANKMENT PHASE 2B VOLUME 1 BORING LOGS
BORING LOGS SHEET 1
BORINGS LOCATION MAP
DEVILS LAKE CITY EMBANKMENT PHASE 2A BORING LOGS
DEVILS LAKE STAGE HEIGHTS
STORM WATER PREVENTION PLAN DETAILS
B-354
B-353
B-352
B-351
B-151
B-051
B-118
B-117
B-116
B-115
B-114
B-113
B-112
B-111
B-110
B-109
B-108
B-107
B-106
B-105
B-104
B-103
B-102
B-101
B-001
B-103
B-102
B-101
B-001
REF.
SHEET
DRAWING NO.
AS-BUILT
E
ID
I_
G -0 x x x .d g n
/2
/2
A N
S I
D
D L
C E I
N T
E R
IO
R D
R A
IN
A G
E I
M P
R O
V E
M E
N T S
M A
R S
H A G
M O
S E
R C
M
R C
M
G C
W
IN
D
E X
G-005
D E
V
IL
S L
A K
E C
IT
Y E
M B
A N
K M
E N
T S
D E
V
IL
S L
A K
E
N O
R T
H D
A K
O T
A
D E
V
IL
S L
A K
E S
U B R
IV
E R B
A S
IN
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
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 A
D
N D S
P C
S
N O
R T
H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
.9
/0
/0
W E
S -1
-B -0
REFERENCE NOTES:
CONSTRUCTION ACTIVITIES.
MAY NOT REFLECT ACTUAL CONDITIONS DUE TO PREVIOUS
1. BORING LOGS ARE FOR INFORMATION ONLY. BORING LOGS
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
DESCRIPTION PRODUCT I.D.
REFERENCE DRAWING INDEX
REF.
SHEET
DRAWING NO.
AS-BUILT
B-322
B-321
B-320
B-319
B-318
B-317
B-316
B-315
B-314
B-313
B-312
B-311
B-310
B-309
B-308
B-307
B-306
B-305
B-304
B-303
B-302
B-301
BS111
BS110
BS109
BS108
BS107
BS106
BS105
BS104
BS103
BS102
BS101
BORING LOGS 11-350M, 11-351M, 11-352M, 11-353M, 11-354M, 11-355M, 11-356M, 11-357M
BORING LOGS 10-344M, 10-345A, 10-346A, 10-347A, 10348A, 10349A
BORING LOGS 10-335M, 10-336M, 10-337M, 10-338A, 10-339M, 10-340A, 10-341A, 10-343M
BORING LOGS 10-324A, 10-325A, 10-326A, 10-327A, 10-328A, 10-329A, 10-330A, 10-331A, 10-332A & 10-333M
BORING LOGS 10-316M, 10-317M, 10-318M, 10-319M, 10-320A, 10-321A, 10-322A & 10-323A
BORING LOGS 10-302M, 10-303M, 10-310M, 10-311M, 10-312M, 10-313M, 10-314M & 10-315M
BORING LOGS 10-294M, 10-295M, 10-296M, 10-297M, 10-298M, 10-299M, 10-300M & 10-301M
BORING LOGS 10-278M, 10-287M, 10-288M, 10-289M, 10-290M, 10-291M, 10-292M & 10-293M
BORING LOGS 10268-M, 10-269M, 10-270M, 10-271M, 10-272M, 10-272M, 10-273M, 10-274M, 10-275M & 10-276M
BORING LOGS 10-260M, 10-261M, 10-262M, 10-263M, 10-264M, 10-265M, 10-266M & 10-267M
BORING LOGS 10-252M, 10-253M, 10-254M, 10-255M, 10-256M, 10-257M & 10-259M
BORING LOGS 09-236M, 10-249M, 10-250M & 10-251M
BORING LOGS 09-225A, 09-226A & 09-227A
BORING LOGS 09-213A, 09-214A, 09-215A, 09-216A, 09-217A, 09-218A, 09-219A, 09-220A, 09-221A, 09-222A, 09-223A & 09-224A
BORING LOGS 08-161M, 08-164M, 08-189M, 08-193M, 08-194M, 08-195M, 08-196M & 09-205M
BORING LOGS 07-133M, 07-134M, 07-135M, 07-136M, 07-141M, 07-142M, 07-143M & 08-160M
BORING LOGS 02-111M, 02-112M, 02-113M, 02-115M, 02-116M, 02-117M, 02-118M & 07-132M
BORING LOGS 02-103M, 02-104M, 02-105M, 02-106M, 02-107M, 02-108M, 02-109M & 02-110M
BORING LOGS 97-81M, 97-82M, 97-85M, 02-98M, 02-99M, 02-100M, 02-101M & 02-102M
BORING LOGS 97-69M, 97-69M, 97-70M, 97-71M, 97-72M, 97-73M, 97-74M, 97-75M, 97-76M, 97-77M, 97-78M, 97-79M & 97-80M
BORING LOGS 97-54M, 97-55M, 97-57M, 97-62M, 97-65M, 97-66M, 97-67M & 97-68M
BORING LOGS 80-4M, 80-13M, 97-42M & 97-43M
BORING PLAN
BORING PLAN
BORING PLAN
BORING PLAN
BORING PLAN
BORING PLAN
BORING PLAN
BORING PLAN
BORING PLAN
BORING PLAN
BORING GENERAL PLAN
DEVILS LAKE CITY EMBANKMENT PHASE 3 BORING LOGS
R31-P-10/92
R31-P-10/91
R31-P-10/90
R31-P-10/89
R31-P-10/88
R31-P-10/87
R31-P-10/86
R31-P-10/85
R31-P-10/84
R31-P-10/83
R31-P-10/82
R31-P-10/81
R31-P-10/80
R31-P-10/79
R31-P-10/78
R31-P-10/77
R31-P-10/76
R31-P-10/75
R31-P-10/74
R31-P-10/73
R31-P-10/72
R31-P-10/71
R31-P-10/70
R31-P-10/69
R31-P-10/68
R31-P-10/051
R31-P-10/050
R31-P-10/049
R31-P-10/048
DL_Stages
Z2-22
BORING LOGS SHEET 4
BORING LOGS SHEET 2
BORING LOGS SHEET 1
BORING LOCATION MAP
GEOTECHNICAL LEGEND AND GENERAL NOTES
DEVILS LAKE CITY EMBANKMENT PHASE 2B VOLUME 2 BORING LOGS
BORING LOGS SHEET 17
BORING LOGS SHEET 16
BORING LOGS SHEET 15
BORING LOGS SHEET 14
BORING LOGS SHEET 13
BORING LOGS SHEET 12
BORING LOGS SHEET 11
BORING LOGS SHEET 10
BORING LOGS SHEET 9
BORING LOGS SHEET 8
BORING LOGS SHEET 7
BORING LOGS SHEET 6
BORING LOGS SHEET 5
BORING LOGS SHEET 4
BORING LOGS SHEET 3
BORING LOGS SHEET 2
BORING LOGS SHEET 1
BORING LOCATION MAP
GEOTECHNICAL LEGEND AND GENERAL NOTES AND BORING LOGS
DEVILS LAKE CITY EMBANKMENT PHASE 2B VOLUME 1 BORING LOGS
BORING LOGS SHEET 1
BORINGS LOCATION MAP
DEVILS LAKE CITY EMBANKMENT PHASE 2A BORING LOGS
DEVILS LAKE STAGE HEIGHTS
STORM WATER PREVENTION PLAN DETAILS
B-354
B-353
B-352
B-351
B-151
B-051
B-118
B-117
B-116
B-115
B-114
B-113
B-112
B-111
B-110
B-109
B-108
B-107
B-106
B-105
B-104
B-103
B-102
B-103
B-102
INSTALL (3) 36" CULVERTS
NORTH DITCH
EXCAVATE
EXTEND 32ND STREET
NORTH TIEBACK REACH
EXCAVATE DITCH
AND EXCAVATE SWALE
INSTALL STORM SEWER AND
CONSTRUCT PUMP STATION,
S O
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IC
IT
A T
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A
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A P
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B E
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B M
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D B
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P L
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C A
L E
P L
O T D
A T
E
D A
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M A
R K
D E
S C
R
IP
T
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N
C O
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R A
C T N
O
D A
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A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps a u t o t im e
MH - 1
MH - 3
MH - 5
MH - 2
MH - 4
GENERAL PLAN
PLAN VIEW
E L E
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O N
T A
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C O
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E D F
A C
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G E
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N D S
P C
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IN
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D L
C E I
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IO
R D
R A
IN
A G
E I
M P
R O
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M E
N T S
M A
R S
H A G
M O
S E
R C
M
R C
M
G C
W
G E
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R A
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L A
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G-006
D E
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S L
A K
E C
IT
Y E
M B
A N
K M
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T S
S T P
A U
L D
IS
T R
IC
T
D E
V
IL
S L
A K
E
N O
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H D
A K
O T
A
D E
V
IL
S L
A K
E S
U B R
IV
E R B
A S
IN
D L E
ID
I_
G -0 x x x .d g n
SHEET OUTLINE CS105
SCALE: 1''= 500'-0"
0 500'500' 250'
H
IG
H W
A Y
H
IG
H W
A Y
E X
IS
T
IN
G E
M B A N
K M
E N T
S H
E E
T O
U T L
IN
E C
S
S H
E E
T O
U T
L
IN
E C
S
SHEET OUTLINE E-101
SHEET OUTLINE CS106
E X
IS
T
IN
G E
M B
A N
K M
E N
T
SHEET O
UTLI
NE C
S10
SHEET OUTLINE CS108
DEVILS LAKE
QUIET ACRES
/0
/0
SHEET OUTLINE CS103
W E
S -1
-B -0
32ND ST SW
INSTALL 18" CULVERT
EXCAVATE DITCH AND
EXCAVATE EAST DITCH
WEST DITCH
EXCAVATE
EXCAVATE SWALE
REMOVE CATTAILS AND
S O
L
IC
IT
A T
IO
N N
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D B
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D E
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D B
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C A
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P L
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D E
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C O
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R A
C T N
O
D A
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A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps a u t o t im e
ID
Sheet
AD 0+00
AD 1+00
AD 2+00
AD 3+00
AD 4+00
AD 5+00
AD 6+00
AD 7+00
AD 8+00
AD 9+00
AD 10+00
AD 11+00
AD 12+00
AD 13+00
AD 14+00
AD 15+00
AD 16+00
AD 17+00
AD 18+00
AD 19+00
AD 20+00
AD 21+00
AD 22+00 AD 22+00 AD 22+00
N
GENERAL PLAN
PLAN VIEW
E L E
V A
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N D
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A L C
O N
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IN
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T E
M
H O
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IZ
O N
T A
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C O
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IN
E D F
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R D
R A
IN
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M P
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M E
N T S
M A
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H A G
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G-007
D E
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S T P
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E
N O
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A
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V
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U B R
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A S
IN
D L E
ID
I_
G -0 x x x .d g n
SCALE: 1''= 500'-0"
0 500'500' 250'
/0
/0
W E
S -1
-B -0
DEVILS LAKE
DEVILS LAKE
E X
IS
T
IN
G E
M B A K
M E N T
HIGHWAY 19
AIRPORT
EXISTING EMBAKMENTEXISTING EMBAKMENT
PUMP STATION
EAST DITCH
SHEET OUTLINE CS109
HIGHWAY 19
SHEET OUTLINE CS111
SHEET OUTLINE CS114
SHEET OUTLINE CS115
SHEET OUTLINE CS112
SHEET OUTLINE CS113
SHEET OUTLINE CS110
E X
IS
T
IN
G E
M B
A K
M E
N T
T
H A
V E N
E
N
GENERAL PLAN
PLAN VIEW
SCALE: 1''= 500'-0"
0 500'500' 250'
EXCAVATE SWALE
INSTALL RIPRAP
EXISTING EMBANKMENT
PUMP STATION
EXISTING LAKEWOOD
GATEWELL
EXISTING LAKEWOOD
DISCHARGE PIPE
EXISTING LAKEWOOD
EXISTING EMBANKMENT
FLARED END SECTION
RCP CULVERT WITH
EXISTING 48" DIA
INSTALL TRASH GUARD
PUMP STATION
EAST DITCH
EXISTING
S O
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IT
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C A
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C O
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R A
C T N
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D A
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A P
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®of Engineers
US Army Corps of Engineers
US Army Corps a u t o t im e
ID
Sheet
2+00
0+00
N
GENERAL PLAN
PLAN VIEW
E L E
V A
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ID
I_
G -0 x x x .d g n
SCALE: 1''= 500'-0"
0 500'500' 250'
SHEET OUTLINE CS117
SHEET OUTLINE CS116
SHEET OUTLINE CS118
DEVILS LAKE
WASHINGTON AVE
L A
K E
S H
O R
E D
R
EXISTING EMBANKMENT
N A
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D E
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A
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IN
/0
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W E
S -1
-B -0
DEVILS LAKE
EAGLE BEND DR
C O
U N
T Y H
W Y
DEVILS LAKE
H W
Y
46TH ST NE
F A
IR
A
V E
T
H A
V E N
E
46TH ST NE
SAMUELSON ST
GOLF COURSE
GENERAL PLAN
PLAN VIEW
N
SCALE: 1''= 500'-0"
0 500'500' 250'
GENERAL PLAN
PLAN VIEW
N
SCALE: 1''= 500'-0"
0 500'500' 250'
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 ).
PEAT
ORGANIC SILTS OR CLAYS, MEDIUM TO HIGH PLASTICITY, LIQUID LIMIT GREATER THAN 50
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
GENERAL BORING NOTES
NOTE: TO CONVERT FROM NGVD 1929 TO NAVD 1988 ADD 1.2'
9.
8.
7. % RECOVERY:
6. RQD:
5. D SIZE:
4. ATTERBERG LIMITS:
3. BLOW COUNT (SPT):
2. MOISTURE CONTENT:
1. GENERAL:
E L E
V A
T
IO
N
E L E
V A
T
IO
N
INSPECT LOGS CAN BE MADE BY CALLING (651) 290-5599.
LOGS ARE AVAILABLE FOR INSPECTION AT THE ST. PAUL DISTRICT OFFICE. ARRANGEMENTS TO
THE BORINGS SHOW SUMMARIES OF INFORMATION RECORDED ON THE ORIGINAL FIELD LOGS. THESE
IS BASED ON NAVD 88. TO CONVERT FROM NGVD 29 TO NAVD 88 ADD 1.2 FEET.
BORING LOGS ON REFERENCE DRAWINGS MAY BE REFERENCED TO NGVD 29. PROJECT VERTICAL CONTROL
CORE IS 4-INCH DIAMETER.
LENGTH OF CORE RECOVERED/LENGTH OF CORE CUT X 100. UNLESS SPECIFIED OTHERWISE, ALL
PERCENT CORE RECOVERY IS SHOWN TO THE LEFT OF THE BORING STAFF. PERCENT RECOVERY IS
RQD IS THE PERCENT RECOVERY CONSISTING OF UNBROKEN PIECES LONGER THAN 4-INCHES.
ROCK QUALITY DESIGNATION (RQD) IS SHOWN TO THE LEFT OF THE PERCENT RECOVERY COLUMN.
LEFT OF THE BORING STAFF.
THE GRAIN SIZE IN MILLIMETERS OF WHICH 10% OF THE SAMPLE IS FINER IS SHOWN TO THE
LIQUID LIMIT (LL) AND PLASTIC LIMIT (PL) ARE SHOWN TO THE RIGHT OF THE BORING STAFF.
SAMPLER SIZE, HAMMER WEIGHT, AND HEIGHT OF DROP ARE AS SHOWN.
INSIDE DIAMETER SAMPLER,140 LB. HAMMER, AND A 30-INCH DROP. FOR NON-STANDARD BLOW COUNTS
" 8
BLOW COUNTS ARE FOR A STANDARD PENETRATION TEST (SPT) USING A 2" OUTSIDE DIAMETER X 1
NUMBER OF BLOWS NECESSARY TO DRIVE THE SAMPLER USED A DISTANCE OF 12-INCHES. STANDARD
BLOW COUNTS ARE SHOWN TO THE LEFT OF THE BORING STAFF AND, EXCEPT AS NOTED, ARE THE
THE BORING STAFF.
THE NATURAL MOISTURE CONTENT IN PERCENT OF DRY WEIGHT (MC) IS SHOWN TO THE LEFT OF
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
THE UNIFIED SOIL CLASSIFICATION SYSTEM IS USED TO IDENTIFY BASIC SOIL TYPE. THE
E
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M A
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H A G
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K R
B
K S
N
G C
W
A N
D L
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D
B O
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IN
G L
O G
S
-4
M -4
M -4
M
B-301
D E
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4. SEE SHEET CS105 FOR BORING LOCATION
4. SEE SHEET CS105 FOR BORING LOCATION
4. SEE SHEET CS105 FOR BORING LOCATION
/0
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®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
NOTES:
BOTTOM OF HOLE EL. 1415.9
D10
CL
ML
CH
CL
SC
SC
CL
CL
SPT
(ML) SILT, SOFT, FROZEN, TANNISH BROWN3' TO 3.7'
W. L. 1431.6
1415.9
G.S. 1440.4
14-418M
19 MAR 14
MC LL PL
(FILL)MOIST, FROZEN, IRON OXIDE STAINING, BROWN.
(CL) LEAN CLAY WITH SAND, MEDIUM STIFF, 0' TO 3'
(LACUSTRINE)GYPSUM, IRON OXIDE STAINING, DARK BROWN.
(CH) FAT CLAY, MEDIUM STIFF, MOIST TO WET, VARVED, 3.7' TO 6.7'
(TILL)OCC. SAND POCKET OR SEAM, IRON OXIDE STAINING, BROWN.
(CL) LEAN CLAY WITH SAND, MEDIUM STIFF, MOIST TO WET, 6.7' TO 10'
COBBLES, IRON OXIDE STAINING, BROWN
LOOSE TO MEDIUM DENSE, SATURATED, WITH BOULDERS, AND
(SM) SILTY SAND WITH GRAVEL, SAND FINE TO COARSE, 10' TO 12.5'
(TILL)STIFF, WET, IRON OXIDE STAINING, DARK BROWN.
(CL) LEAN CLAY WITH SAND, MEDIUM STIFF TO 12.5' TO 16.3'
SATURATED TO WET, STRATIFIED, SOME CLEANER ZONES, BROWN
(SC) CLAYEY SAND WITH GRAVEL, MEDIUM DENSE TO DENSE, 16.3' TO 20'
(DRIFT)STRATIFIED, V. THIN SAND SEAM, BROWN.
(CL) GRAVELLY LEAN CLAY WITH SAND, HARD, MOIST, 20' TO 23.1'
SLIGHTLY WEATHERED GRAY.
SHALE BLOCK, ANGULAR BEDDING,SOLID, 23.1' TO 24.5'
SHALE
1. WATER LEVEL DETERMINED AFTER 5 HOURS IN OPEN HOLE
2. HOLE STABILIZED WITH HOLLOW STEM AUGER TO EL. 1410.9
3. BACKFILLED ON 3/20/14 AT 2PM WITH MEDIUM BENTONITE CHIPS
88 28
38 23
44 2322
NOTES:
1. WATER LEVEL DETERMINED AFTER 1 HOURS
BOTTOM OF AUGER EL. 1430.8
BOTTOM OF HOLE EL. 1425.8
3. BORING BACKFILLED WITH TREMIED CEMENT-BENTONITE GROUT.
D10
CL
CL
CH
CL
CL
SPT
W. L. 1437.9
1420.8
G.S. 1440.8
14-419M
20 MAR 14
MC LL PL
(FILL)
VERY MOIST, MARL MIXED WITH TOPSOIL, TANNISH GRAY.
(CL) LEAN CLAY, SOFT TO MEDIUM STIFF, WET TO 0' TO 4.2'
(GLACIO-LACUSTRINE)IRON OXIDE STAINING, GRAY.
(CH) FAT CLAY, SILTY, MEDIUM STIFF, WET, VARVED, 9' TO 13'
(TILL)BROWN.
SOME SAND SEAMS OR POCKETS, IRON OXIDE STAINING,
(CL) LEAN CLAY WITH SAND, MEDIUM STIFF, WET, 13' TO 18.1'
(TILL)SOME SAND SEAMS OR POCKETS, DARK GRAY.
(CL) LEAN CLAY WITH SAND, MEDIUM STIFF, WET, 18.1' TO 20'
(PALUSTRINE)ORANGEISH WHITE TO WHITE.
WET, IRON OXIDE STAINING, BOG LIME, WATERBEARING,
(CL) LEAN CLAY, SILTY, VERY SOFT, SATURATED TO 4.2' TO 9'
2. HOLE STABILIZED WITH HOLLOW STEM AUGER TO EL. 1425.8
25 45
35 19
NOTES:
BOTTOM OF AUGER EL. 1434.2
BOTTOM OF HOLE EL. 1429.2
3. BORING BACKFILLED WITH TREMIED CEMENT-BENTONITE GROUT.
D10
CL
CL
SPT
ICE0' TO 0.2'
WATER0.2' TO 0.5'
G.S. 1439.2
W. L. 1439.3
1424.2
14-420M
20 MAR 14
MC LL PL
BLACK
SATURATED, WITH ORGANICS, [FILL /TOPSOIL],
(CL) LEAN CLAY, SOFT, WET TO 0.5' TO 1'
(GLACIO-LACUSTRINE)IRON OXIDE STAINING, TAN.
STIFF, WET, TRACE SAND & GRAVEL, TRACE ROOTS,
(CL) LEAN CLAY, SILTY, SOFT TO MEDIUM 10' TO 15'
1. WATER LEVEL DETERMINED AFTER 1 HOURS
2. HOLE STABILIZED WITH 3 1/4- INCH I.D. HOLLOW STEM AUGER TO EL. 1429.2
CH
CH
51 31
37 (PALUSTRINE)ORANGEISH WHITE TO WHITE.
IRON OXIDE STAINING, WATERBEARING,
(CH) LEAN CLAY, VERY SOFT, SATURATED, 1' TO 8'
(GLACIO-LACUSTRINE)IRON OXIDE STAINING, TAN.
STIFF, WET, TRACE SAND & GRAVEL, TRACE ROOTS,
(CH) LEAN CLAY, SILTY, SOFT TO MEDIUM 8' TO 10'
NOTE: TO CONVERT FROM NGVD 1929 TO NAVD 1988 ADD 1.2'
E L E
V A
T
IO
E
V A
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N D
A T
U M
V E
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IN
A T
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D L E
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A N
S I
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IN
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T A
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C E I
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R D
R A
IN
A G
E I
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M E
N T S
M A
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H A G
M O
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K R
B
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N
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G L
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-4
M A
N D
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M
B-302
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IT
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IN
N A
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.9
4. SEE SHEETS CS107 AND CS108 FOR BORING LOCATIONS
4. SEE SHEETS CS107 AND CS108 FOR BORING LOCATIONS
/0
/0
W E
S -1
-B -0
S O
L
IC
IT
A T
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N N
O
F
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A M
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D W
N B
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D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
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2 3
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4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
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U M
B E
R
S
IZ
E
S U
B M
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T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
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N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
NOTES:
3. BORING BACK FILLED WITH MEDIUM BENTONITE CHIPS.
D10
CL
CH
CL
CH
SPT
W. L. 1432.1
1425.5
G.S. 1440.5
14-421M
20 MAR 14
MC LL PL
(GLACIO-LACUSTRINE)BROWN AND WHITE.
WET, VARVED, SOME GYPSUM, IRON OXIDE STAINING,
(CH) FAT CLAY, SILTY, SOFT TO MEDIUM STIFF, 10.9' TO 15'
(PALUSTRINE)ORANGEISH WHITE TO WHITE.
AND WATER BEARING, MARL, IRON OXIDE STAINING,
(CL) LEAN CLAY, VERY SOFT, SATURATED, 8.5' TO 10.9'
(FILL)EMBANKNENT, BROWN AND BLACK.
SOIL MIXED IN, FROZEN, ROADWAY
(CL) LEAN CLAY, SILTY, WET, SOME TOP 0' TO 6.8'
1. WATER LEVEL DETERMINED AFTER 16.5 HOURS IN OPEN HOLE
BOTTOM OF HOLE EL. 1425.5, HOLE CAVED TO EL. 1431.6
2. HOLE STABILIZED WITH HOLLOW STEM AUGER TO EL. 1430.5
(TOPSOIL)GRAY.
SATURATED TO WET, GRADES INTO MARL BELOW,
(CL) FAT CLAY, MEDIUM STIFF TO SOFT, 6.8' TO 8.5'
CH
53 94
28 14
NOTES:
3. BORING BACK FILLED WITH MEDIUM BENTONITE CHIPS.
D10
CL
CL
CL
CL
CH
SP-SM
CL
SM
SPT
SNOW/ICE0' TO 1'
W. L. 1431.8
1423.1
G.S. 1438.1
14-422M
20 MAR 14
MC LL PL
(TOPSOIL)FROZEN, BLACKISH BROWN.
(CL) LEAN CLAY, MEDIUM STIFF, MOIST, 1' TO 1.4'
(FILL)MIXED IN, FROZEN, ROADWAY, BROWN AND BLACK.
(CL) LEAN CLAY, SILTY, WET, SOME TOP SOIL 1.4' TO 2.5'
(TOPSOIL)ORGANIC RICH, DARK BROWN TO BLACK.
(CL) LEAN CLAY, MEDIUM STIFF, MOIST, 4.2' TO 4.8'
(PALUSTRINE)LIME, IRON OXIDE STAINING, MARL, TANNISH WHITE.
(CL) LEAN CLAY, VERY SOFT, SATURATED TO WET, BOG 4.8' TO 7'
(GLACIO-LACUSTRINE)IRON OXIDE STAINING, BROWN.
(CH) FAT CLAY, SILTY, MEDIUM STIFF, MOIST, VARVED, 7' TO 9.8'
STAINING, REDDISH BROWN
MEDIUM TO COARSE, LOOSE, SATURATED, IRON OXIDE
(SP-SM) POORLY GRADED SAND WITH SILT, SAND 9.8' TO 10.7'
(TILL)STRATIFIED, IRON OXIDE STAINING, DRIFT/, BROWN.
(CL) LEAN CLAY WITH SAND, MEDIUM STIFF, MOIST, 10.7' TO 13'
2. HOLE STABILIZED WITH HOLLOW STEM AUGER TO EL. 1428.1
1. WATER LEVEL DETERMINED AFTER 15 HOURS IN AN OPEN HOLE
BOTTOM OF HOLE EL. 1423.1, HOLE CAVED TO EL.1429.7
190.112
CL 38 18
43 24
116 31 (FILL)MEDIUM DENSE, MOIST, PARTLY FROZEN, BROWN.
(CL) LEAN CLAY, SAND FINE TO MEDIUM, 2.5' TO 4.2'
BROWN
(SM) SILTY SAND, SAND FINE, LOOSE, SATURATED, 13' TO 15'
5 1
E
.5
1 P I
E
.5
P I
C U
R V
E
C U
R V
E
E
E
E
E
E
E
E
E
E
E
INV EL 1453.13
18" RCP W/FES
DITCH - FINISHED GRADE
EXISTING GROUND
1V:3.5H
OF EMBANKMENT
EXISTING TOE
CONTROL LINE
EMBANKMENT
EXISTING
WITH 5' BENCH
STILLING BASIN A
12' X 12' RIPRAP
SEE NOTE 3
STA E 26+65
1V:5H SIDE SLOPES
22' WIDE WITH
CHINK 12" RIPRAP
AREA 1
LIMITS OF WORK
AREA 1
LIMITS OF WORK
AND TRASH GUARD
18" RCP, CLASS III WITH FES
RIPRAP, TYP
EXISTING
GROUND
EXISTING
TIE INTO
CONTROL LINE
DITCH
CONTROL LINE
DITCH
SEE NOTE 6
TO BE DESIGNED BY CONTRACTOR
APPROXIMATE COFFERDAM LOCATION
FINISHED GRADE
5' BOTTOM
DITCH
5' BOTTOM
DITCH
15FT BENCH
STA SD 5+67 - SD 5+88
FROM 15FT TO 19FT
TRANSITION BENCH
Y=395589.87
X=2361677.25
EL 1458.25
TOP OF CASTING
48" MANHOLE STA SD 6+08 - 6+29
FROM 19FT TO 15FT
TRANSITION BENCH
19FT BENCH 15FT BENCH
-1
M
-1
S D
S D
S D
S D
0 S
D
S D
0 S
D
S D
S D
14801480
-0+50 SD 0+00SD 0+00 SD 0+50 SD 1+00 SD 1+50 SD 2+00 SD 2+50 SD 3+00 SD 3+50 SD 4+00 SD 4+50 SD 5+00 SD 5+50 SD 6+00 SD 6+50 SD 7+00 SD 7+50 SD 8+00 SD 8+50 SD 9+00
E L E
V A
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IO
N
P V I S
D
.0
E L
.5
P V I S
D
.3
E L
.1
GRADE = -0.004
14801480
SD 9+20
E L E
V A
T
IO
N
GRADE = 0.005
P V I S
D
E L
.7
02-107M
23 JUL 02
CL
CL
CL
SM
SP-
02-106M
23 JUL 02
CL
(NGVD 29)
G.S. 1456.2
CL
SP-SM
CL
W. L. 1433.9
115T
116T
117T
118T
119T
120T
121T
122T
123T
124T 125T126T
127T
128T
129T
130T
131T
132T133T 134T
135T
136T 137T 138T
139T
140T
141T
142T
143T 144T
145T
146T
147T
148T
149T
150T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S T P
A U
L
M
IN
N E
S O
T A
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A U
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IS
T R
IC
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ST. PAUL DISTRICT
A N
S I
D
R C
M
R C
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G C
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D L E
ID
I_
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G N
D E
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A K
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U B R
IV
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A S
IN
M A
R S
H A G
M O
S E
100'0 50'
SCALE:1"=50'
/2
D L
C E I
N T
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R D
R A
IN
A G
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M P
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D E
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S L
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IT
Y E
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A N
K M
E N
T
CS101
CS302
CS301
Off 80.32 (24.481m)
Sta 25+15.88
E 2361649.92
N 395441.50
NOTES
STA. SD 0+00 - STA. SD 9+20
NORTH TIEBACK DITCH
PLAN
S E
E S
H E
E T C
S
M A
T C
H L
IN
E S
T A
STA. SD 0+00- STA. SD 9+20
NORTH TIEBACK DITCH
PROFILE
LAKE
DEVILS
/0
/0
P L
A N A
N D P
R O
F
IL
E
D
IT
C H A
N D S
T
IL
L
IN
G B
A S
IN
A
N O
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IE
B A
C K
E L E
V A
T
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N D
A T
U M
V E
R T
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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
N O
R T
H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
.9
W E
S -1
-B -0
Q
P
SEE SPECIFICATIONS FOR WORK RESTRICTIONS.10.
NORTH TIEBACK EMBANKMENT CONTROL LINE DATA.
SEE SHEET CS601 FOR DITCH CONTROL LINE DATA AND EXISTING9.
WITH EXACT LOCATIONS TO BE DETERMINED BY THE CONTRACTOR.
PERFORMED WITHIN THE NECESSARY EXCAVATION/FILL FOOTPRINT
TO OBTAIN NECESSARY TOPSOIL QUANTITIES, STRIPPING SHALL BE8.
ALL DISTURBED AREAS SHALL BE SEEDED.7.
CONSTRUCT STILLING BASIN.
DEPENDING ON LAKE LEVELS, A COFFERDAM MAY BE REQUIRED TO6.
APPROVAL BY THE CONTRACTING OFFICER.
CONSTRUCTION. NO TREES SHALL BE REMOVED WITHOUT PRIOR
TREE CLEARING SHALL BE LIMITED TO THAT NECESSARY FOR
BE REQUIRED AS NECESSARY TO CONSTRUCT PROPOSED FEATURES.
CLEARED BY OTHERS. ADDITIONAL CLEARING AND GRUBBING WILL
ALL TREES ADJACENT TO THE EXISTING EMBANKMENT HAVE BEEN5.
FOR COMPLETE BORING LOGS, SEE REFERENCE DRAWINGS.
BORINGS SHOWN ON PROFILE ARE NOT COMPLETE,4.
CHINK RIPRAP WITH GRADATION 1 BEDDING.3.
SEE SHEET CS201 FOR CULVERT BEDDING DETAIL.2.
DETAIL 12.
BENEATH THE BASE. SEE SHEET CS502
MANHOLE SHALL HAVE 6" GRANULAR FILLC.
WITH FIRST RISER SECTION.
BASE SHALL BE CAST MONOLITHICB.
MANHOLE SHALL BE PRECAST.A.
WITH THE FOLLOWING ADAPTATIONS:
ND DOT STANDARD DETAIL D-722-5WITH
48" MANHOLE SHALL BE IN ACCORDANCE1.
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
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N E
D B
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D E
S C
R
IP
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N
D
2 3
C
4 5
A
B
M A
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A P
P R
D A
T E
F
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E
S U
B M
IT
T E
D B
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P L
O T S
C A
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P L
O T D
A T
E
D A
T E
M A
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D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps a u t o t im e
14501450
1455 14
14651465
S
C O
C U
R V
E
C U
R V
E
E
.3
7 P I
E
.4
P I
E
E
E
E
E
E
E
E
E
E
E
E
E
E
DITCH - FINISHED GRADE
GROUND
EXISTING
SEE SHEET CS201
18" RCP W/FES
SEE SHEET CS103
UP AND OVER
32ND STREET
OF EMBANKMENT
EXISTING TOE
CONTROL LINE
EMBANKMENT
EXISTING
RIPRAP, TYP.
EXISTING
RIPRAP, TYP.
EXISTING
WITH 1' BENCH
STILLING BASIN B
11' X 10.25' RIPRAP
Y=396907.54
X=2361715.59
EL 1458.40
TOP OF CASTING
SEE NOTE 1
9" BEEHIVE COVER
48" MANHOLE WITH
SEE SHEETS CS103 AND CS104
AND CUL-DE-SAC
32ND ST SW UP AND OVER
AREA 1
LIMITS OF WORK
AREA 1
LIMITS OF WORK
SEE NOTE 2
STA E 39+88
1V:5H SIDE SLOPES
13' WIDE WITH
CHINK 12" RIPRAP
CONTROL LINE
DITCH
TO DRAIN, TYP
GRADE
SEE NOTE 5
TO BE DESIGNED BY CONTRACTOR
APPROXIMATE COFFERDAM LOCATION
5' BOTTOM
DITCH
15 FT BENCH
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
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N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
-2
S D
S D
S D
S D
S D
S D
S D
100T
101T 102T
103T 104T
105T
106T
109T110T 111T
112T 113T
114T
151T 152T 153T
154T 155T 156T
157T
158T 159T 160T
161T
162T
163T 164T 165T
166T
14801480
SD 9+50 SD 10+00 SD 10+50 SD 11+00 SD 11+50 SD 12+00 SD 12+50 SD 13+00 SD 13+50 SD 14+00 SD 14+50 SD 15+00 SD 15+50 SD 16+00
E L E
V A
T
IO
NP
V I S
D
.6
E L
.3
P V I S
D
.7
E L
.5
GRADE = 0.005 GRADE = 0.019
SD 9+20
E L E
V A
T
IO
N
P V I S
D
E L
.7
CL
CL
CL(NGVD 29)
G.S. 1460.2
23 JUL 02
02-105M
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
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
ST. PAUL DISTRICT
A N
S I
D
R C
M
R C
M
G C
W
D L E
ID
I_
C S x x x .D
G N
D E
V
IL
S L
A K
E
N O
R T
H D
A K
O T
A
D E
V
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S L
A K
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U B R
IV
E R B
A S
IN
M A
R S
H A G
M O
S E
N D S
T S
W
/2
/2
D L
C E I
N T
E R
IO
R D
R A
IN
A G
E I
M P
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V E
M E
N T S
D E
V
IL
S L
A K
E C
IT
Y E
M B
A N
K M
E N
T
CS102
100'0 50'
SCALE:1"=50'
NOTES
S E
E S
H E
E T C
S
M A
T C
H L
IN
E S
T A
S
D
STA. SD 9+20 - STA. SD 15+57.78
NORTH TIEBACK DITCH
PLAN
STA. SD 9+20 - STA. SD 15+57.68
NORTH TIEBACK DITCH
PROFILE
LAKE
DEVILS
/0
/0
P L
A N A
N D P
R O
F
IL
E
D
IT
C H A
N D S
T
IL
L
IN
G B
A S
IN
B
N O
R T
H T
IE
B A
C K
.9
N A
D
N D S
P C
S
N O
R T
H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
G E
O
ID
W E
S -1
-B -0
E L E
V A
T
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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
CL
CS302
S
CS302
R
SEE SHEET CS103
SEE SPECIFICATIONS FOR WORK RESTRICTIONS.9.
NORTH TIEBACK EMBANKMENT CONTROL LINE DATA.
SEE SHEET CS601 FOR DITCH CONTROL LINE DATA AND EXISTING8.
WITH EXACT LOCATIONS TO BE DETERMINED BY THE CONTRACTOR.
PERFORMED WITHIN THE NECESSARY EXCAVATION/FILL FOOTPRINT
TO OBTAIN NECESSARY TOPSOIL QUANTITIES, STRIPPING SHALL BE7.
ALL DISTURBED AREAS SHALL BE SEEDED.6.
STILLING BASIN.
DEPENDING ON LAKE LEVELS, A COFFERDAM MAY BE REQUIRED TO CONSTRUCT5.
CONTRACTING OFFICER.
CONSTRUCTION. NO TREES SHALL BE REMOVED WITHOUT PRIOR APPROVAL BY THE
PROPOSED FEATURES. TREE CLEARING SHALL BE LIMITED TO THAT NECESSARY FOR
ADDITIONAL CLEARING AND GRUBBING WILL BE REQUIRED AS NECESSARY TO CONSTRUCT
ALL TREES ADJACENT TO THE EXISTING EMBANKMENT HAVE BEEN CLEARED BY OTHERS. 4.
FOR COMPLETE BORING LOGS, SEE REFERENCE DRAWINGS.
BORINGS SHOWN ON PROFILE ARE NOT COMPLETE,3.
CHINK RIPRAP WITH GRADATION 1 BEDDING.2.
MANHOLE COVER.
9" BEEHIVE COVER SHALL REPLACE D.
DETAIL 12.
BENEATH THE BASE. SEE SHEET CS502
MANHOLE SHALL HAVE 6" GRANULAR FILLC.
WITH FIRST RISER SECTION.
BASE SHALL BE CAST MONOLITHICB.
MANHOLE SHALL BE PRECAST.A.
DETAIL D-722-5 WITH THE FOLLOWING ADAPTATIONS:
IN ACCORDANCE WITH ND DOT STANDARD
48" MANHOLE WITH 9" BEEHIVE COVER SHALL BE1.
CO
S
S
CO
E 34+00
E 35+00
E 36+00
E 37+00
E 3 8+0
EXISTING GRADE
PROPOSED CENTERLINE GRADE
20'
10'
END WORK STA. A 5+80
BEGIN WORK STA. A 0+00 MATCH EXISTING
RANDOM FILL
CUL-DE-SAC
REMOVE AGGREGATE SURFACE
TOE OF RIPRAP
32ND ST. CONTROL LINE
TREE LINE
AREA 1 (TYP.)
LIMITS OF WORK
6" AGGREGATE BASE COURSE, CLASS 5
FOUR INCH STRIPPING
TIE RIPRAP INTO EXISTING RIPRAP
OF EMBANKMENT
EXISTING TOE
48" DIA., FINISHED RIM EL. 1464.90
ADJUST SAN. MH STA. A 1+88, 6' LT
RIPRAP, TYP.
EXISTING
EXISTING EMBANKMENT
CS101 AND CS102
SEE SHEETS
DITCH SD
PLACE 100' FROM INTERSECTION WITH 80TH AVE. NE.
SIGN: "NO OUTLET" W14-2 (30"X30")
STA. A1+62 = STA. B0+00
EMBANKMENT CONTROL LINE
EXISTING
EMBANKMENT (TYP.)
GEOTEXTILE FABRIC
6" BEDDING, GRAD. 1
12" RIPRAP, GRAD. 1
ACCESS GATE STA. A 2+00
18" RCP WITH END SECTIONS
STA. A 2+15, SKEW 8.25 DEGREES
RT INV. 1459.50
LT INV. 1460.15
WITH END SECTIONS
18" DIA. RCP CULVERT
RT INV. 1454.90
LT INV. 1454.50
WITH END SECTIONS
15" RCP CULVERT
WITH END SECTIONS
STA. B 0+35,15" RCP
GATE
PROTECT IN PLACE
6" WATER MAIN
32ND ST CULVERT B
32ND ST CULVERT A
STA. A 5+15, 15" RCP WITH END SECTIONS
32ND ST CULVERT C
SEE NOTE 3
AND 6" WATER MAIN
WATER MAIN CLEANOUT
REMOVE
CLEANOUT, SEE NOTE 3
INSTALL WATER MAIN
SD 13+00
SD 14+00
SD 15+00
SD 15+58 SD 15+58
CO
14801480
14801480
E L E
V A
T
IO
N
E L E
V A
T
IO
N
P V I .0
E L
.6
P V I .0
E L
.1
P V
C
.0
E L
.1
P V I .0
E L
.3
P V
R C
.0
E L
.4
P V I .0
E L
.5
P V
T
.0
E L
.8
P V
C
.0
E L
.8
P V I .0
E L
.2
P V
T
.0
E L
.4
P V I .0
E L
.2
L 80.00'
G1 -0.021
G2 0.078
L 180.00'
G1 0.078
G2 -0.074
L 100.00'
G1 -0.074
G2 -0.015
.1
.9
.8
.9
.5
A 0+00 A 0+50 A 1+00 A 1+50 A 2+00 A 2+50 A 3+00 A 3+50 A 4+00 A 4+50 A 5+00 A 5+50 A 6+00 A 6+50 A 7+00
S O
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D B
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4 5
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®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
104T
105T
106T107T
108T 109T
110T
111T
155T
156T
157T
158T
159T
160T
161T
162T
A
A
A 4+
A 5+00
A 6+00
B +0
B 1+00
B 1+75 B 1+75
NPLAN VIEW
100'25'0 50'
Q
TYPICAL SECTION
0 10' 20'
32ND STREET EXTENSION
PROFILE 32ND STREET EXTENSION
2.5% 2.5%
CL
A N
S I
D
M A
R S
H A G
M O
S E
R C
M
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F
G C
W
CS103
/2
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D L
C E I
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IO
R D
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IN
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E
N O
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H D
A K
O T
A
D E
V
IL
S L
A K
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U B R
IV
E R B
A S
IN
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
D L E
ID
I_
C S x x x .d g n
Q
DEVILS LAKE
.5 ft
R
32ND ST. SW
S T
A
N
O R
T H T
IE
B A
C K
N D S
T S
W U
P A
N D O
V E
R
P L
A N A
N D P
R O
F
IL
E
/0
/0
E L E
V A
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N D
A T
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R T
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A L C
O N
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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
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E -U .S S
U R
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T
N A
V D
.9
W E
S -1
-B -0
SEE SHEET CS102
SEE SPECIFICATIONS FOR WORK RESTRICTIONS.14.
SEE SHEET CS601 FOR CONTROL LINE DATA.13.
THE CONTRACTOR.
NECESSARY EXCAVATION/FILL FOOTPRINT WITH EACT LOCATIONS TO BE DETERMINED BY
TO OBTAIN NECESSARY TOPSOIL QUANTITIES, STRIPPING SHALL BE PERFORMED WITHIN THE12.
ALL DISTURBED AREAS SHALL BE SEEDED.11.
CULVERT AT STA A 2+15 CROSSES AN EXISTING ABANDONED WATER MAIN NOT SHOWN ON PLAN.10.
JOINT TIES REQUIRED ON FIRST THREE JOINTS OF ALL CONCRETE CULVERT PIPE.9.
4" OF TOPSOIL AND SEED REQUIRED FOR ALL EMBANKMENTS NOT PROTECTED WITH RIPRAP.8.
SEE SHEET CS501 FOR GATE DETAILS.7.
SEE SHEET CS104 FOR CUL DE SAC DETAILS.6.
SEE SHEET CS201 FOR CULVERT PROFILES.5.
12" RIPRAP REQUIRED ON 32ND STREET FILL SLOPES EAST SIDE OF EXISTING EMBANKMENT ONLY.4.
THE CO, AND INSTALL 2" CLEANOUT (SEE DETAIL 13 ON CS503).
REMOVE CLEANOUT AND 6" WATER MAIN TO STA A 1+00, OR TO A LOCATION APPROVED BY3.
4" MINIMUM; 12" MAXIMUM.
OF MANHOLE SECTION. ADJUST MANHOLE WITH AT LEAST ONE ADJUSTING RING, TOTALING
MANHOLE ADJUSTMENTS GREATER THAN 1' REQUIRE REMOVAL OF CONE AND REPLACEMENT2.
CONTRACTING OFFICER.
CONSTRUCTION. NO TREES SHALL BE REMOVED WITHOUT PRIOR APPROVAL BY THE
PROPOSED FEATURES. TREE CLEARING SHALL BE LIMITED TO THAT NECESSARY FOR
ADDITIONAL CLEARING AND GRUBBING WILL BE REQUIRED AS NECESSARY TO CONSTRUCT
ALL TREES ADJACENT TO THE EXISTING EMBANKMENT HAVE BEEN CLEARED BY OTHERS. 1.
NOTES:
CO
STA. A 1+62 = STA. B 0+00
20'
RANDOM FILL
SHALLOW DITCH
EXISTING EMBANKMENT
4" TOPSOIL & SEED
4" TOPSOIL & SEED
EXISTING GROUND
EXISTING GROUND FOUR INCH TOPSOIL STRIPPING
6" AGGREGATE BASE COURSE, CLASS 5
EL. 1463.00
STA. B 1+20, 75' RT
EL. 1462.80
STA. B 1+20, 10 LT
EL. 1463.95
STA. B 1+20, 32.5 RT
EL. 1462.80
STA. B 0+78, 36.9' RT
EL. 1462.85
STA. B 1+00, CL
EL. 1462.81
STA. B 1+47.50, CL
EL. 1463.05
STA. B 1+20, CL
EL. 1461.82
STA. A 1+23.63, 10 LT
10' RT, EL. 1465.43
STA. A 1+96.82
10' RT, EL. 1463.24
STA. B 0+38.50,
EL. 1462.80
STA. B 1+65, 32.5' RT
10' RT, EL. 1463.18
STA. B 0+48,
LIMITS OF WORK
5'
START. STA. RD0+10
SHALLOW DITCH
TOE OF FILL
EDGE OF GRAVEL
WITH END SECTIONS
15" RCP CULVERT
1V:3H SIDE SLOPES, TYP.
5' BOTTOM
DITCH
1V:3H SIDE SLOPES, TYP.
5' BOTTOM
DITCH
GATE DETAILS
SEE SHEET CS501 FOR
GATE, STA. A 2+00
10' LT, EL. 1463.24
STA. B 0+38.50,
A
A
A
B 0+00
B 1+00
B 1+75
S O
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F
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D W
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C K
D B
Y
D E
S
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N E
D B
Y
D E
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R
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D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
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F
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B E
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E
S U
B M
IT
T E
D B
Y
P L
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C A
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P L
O T D
A T
E
D A
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D E
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®of Engineers
US Army Corps of Engineers
US Army Corps a u t o t im e
ID
Sheet
R D
R D
RD 1+68RD 1+68
T
TYPICAL SECTION
CL
ALL FILL SLOPES SHALL BE 1V:3H.2.
PROVIDE 2.5% CROWN ON DRIVE.1.
NOTES:
A N
S I
D
M A
R S
H A G
M O
S E
R C
M
R G
F
G C
W
CS104
/2
/2
D L
C E I
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IO
R D
R A
IN
A G
E I
M P
R O
V E
M E
N T S
D E
V
IL
S L
A K
E C
IT
Y E
M B
A N
K M
E N
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D E
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S L
A K
E
N O
R T
H D
A K
O T
A
D E
V
IL
S L
A K
E S
U B R
IV
E R B
A S
IN
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
PLAN VIEW
STA. B 0+40, CUL-DE-SAC
32ND ST. SW
D L E
ID
I_
C S x x x .d g n
N
0 10' 20'
B U
S A
C C
E S
S
T 10'0 20'
FLOW
F L
O W
FLOW
F L
O W
FLOW FLOW
F L
O W
F L
O W
FLOW
GRADE TO DRAIN
F L O
W
GRADE TO DRAIN
F L O
W
GRADE TO DRAIN
GRADE TO DRAIN
F L
O W
GRADE TO DRAIN
F L
O W
R D
R D
RD 1+68RD 1+68
CL
5'0 10'
TYP. DITCH SECTION
32ND ST. SW
NOTES
V
V
O
R T
H T
IE
B A
C K
N D S
T S
W B
U S T
U R
N -A
R O
U N
D
S
IT
E P
L A
N
/0
/0
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
N O
R T
H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
.9
W E
S -1
-B -0
R
30' R
30'
R
.5
R
SEE SPECIFICATIONS FOR WORK RESTRICTIONS.7.
SEE SHEET CS601 FOR CONTROL LINE DATA.6.
BY THE CONTRACTOR.
THE NECESSARY EXCAVATION/FILL FOOTPRINT WITH EXACT LOCATIONS TO BE DETERMINED
TO OBTAIN NECESSARY TOPSOIL QUANTITIES, STRIPPING SHALL BE PERFORMED WITHIN5.
ALL DISTURBED AREAS SHALL BE SEEDED.4.
CUL DE SAC SURFACE 6" AGGREGATE BASE GRADED TO DRAIN AS INDICATED.3.
GRADE TO DRAIN ADJACENT TO CUL DE SAC AS INDICATED.2.
CONTRACTING OFFICER.
CONSTRUCTION. NO TREES SHALL BE REMOVED WITHOUT PRIOR APPROVAL BY THE
PROPOSED FEATURES. TREE CLEARING SHALL BE LIMITED TO THAT NECESSARY FOR
ADDITIONAL CLEARING AND GRUBBING WILL BE REQUIRED AS NECESSARY TO CONSTRUCT
ALL TREES ADJACENT TO THE EXISTING EMBANKMENT HAVE BEEN CLEARED BY OTHERS. 1.
S S
S
S
S
5 1
7 1 8 1
0 1
1 1
3 1
E
E
E
E
E
PROTECT IN PLACE
EXISTING COMMUNICATIONS LINE
PROTECT IN PLACE
SANITARY SEWER
EXISTING
PROT…
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