W912ES-17-B-0008_Plans_FullSize.pdf
PDF 25 MB Posted
- Attached to
- Devils Lake Filter Stone Repair Federal contract opportunity
- Solicitation number
- W912ES-17-B-0008
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W912ES17B0008 Full Size Drawings
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| File | Type | Posted |
|---|---|---|
| W912ES17B0008_Bid_Abstract.pdf | ||
| Devils_Lake_Site_Visit_Attendance_Sheet.pdf | ||
| Devils_Lake_Amendment_1_drawing_full_size.pdf | ||
| Devils_Lake_Amendment_1_drawing_half_size.pdf | ||
| Devils_Lake_Amendment_1_Bid_Schedule.pdf | ||
| Devils_Lake_Amendment_1.pdf | ||
| W912ES-17-B-0008_Plans_HalfSize.pdf | ||
| W912ES-17-B-0008_Specs.pdf |
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US Army Corps of Engineers
US Army Corps a u t o t im e
ID
Sheet
MINOT
ROCHESTER
MANKATO
BRAINERD
BEMIDJI
DULUTH
C A N A D A
ST. PAUL
MINNEAPOLIS
IOWA
SOUTH DAKOTA
NORTH DAKOTA
MINNESOTA
WISCONSIN
GRAND RAPIDS
ST.CLOUD
MICHIGAN
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SEWAGE
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DISTRICT BOUNDARIES
NATIONAL BOUNDARIES
LEGEND
LOCATION
PROJECT
SECTIONS 5 AND 8, T153N, R64W, CREEL TOWNSHIP, 5TH P.M.
/8 /2
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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
AND NUMBER
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MAXIMUM
MINIMUM
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TYPICAL
UNLESS NOTED OTHERWISE
UNDERGROUND
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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/
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BITUM
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NO
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UNO
UGND
FES FLARED END SECTION
WIDTH
WATER MAINWM
W
R/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
LIMITS OF WORK
97-41M
AND NUMBER
BORING LOCATION
CONTROL POINT
D D
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CO CONTRACTING OFFICER
N .T .S
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EX SELECT IMPERVIOUS
EX FILTER STONE
SALVAGED FILTER STONE
EX IMPERVIOUS FILL
FILTER STONE CAP
N.T.S.
RIVERWARD
NOT TO SCALE
MISCELLANEOUS
D E
V
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S L
A K
E F
IL
T E
R S
T O
N E R
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A
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ON EMBANKMENT TOE
FILTER STONE CAP
ON SEEPAGE BERM TOE
FILTER STONE CAP
ON STABILITY BERM TOE
FILTER STONE CAP
(651)290-5599.
OFFICE. ARRANGEMENT TO INSPECT THE LOGS CAN BE MADE BY CALLING
5. BORING LOGS ARE AVAILABLE FOR INSPECTION AT THE ST PAUL DISTRICT
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
4. THE INFORMATION ON THESE DRAWINGS CONCERNING TYPE AND LOCATION
COORDINATE SYSTEM, NORTH ZONE.
3. HORIZONTAL DATUM: NORTH DAKOTA STATE PLANE
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
W E
S -1
-B -0
EXISTING STORM SEWER
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®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
DESCRIPTIONDRAWING NO.
REFERENCE DRAWING INDEX
C-322
C-319
C-305
R31-P-64/753
R31-P-64/752
R31-P-64/750 z2-22
EXISTING TYPICAL SECTION OF EMBANKMENT AT EAST END REACH
EXISTING TYPICAL SECTION OF SEEPAGE BERM AT ROBERTS REACH
EXISTING TYPICAL SECTION OF EMBANKMENT AT EAGLE BEND REACH
DEVILS LAKE CITY EMBANKMENTS PHASE 3 TYPICAL SECTIONS
EXISTING TYPICAL SECTION OF EMBANKMENT AT MERTENS REACH
EXISTING TYPICAL SECTION OF SEEPAGE BERM AT EAST DITCH REACH
EXISTING TYPICAL SECTION OF STABILITY BERM AT RAILROAD REACH
DEVILS LAKE CITY EMBANKMENTS PHASE 2B TYPICAL SECTIONS
STORM WATER PREVENTION PLAN DETAILS
DESCRIPTION
CONSTRUCTION DRAWING INDEX
PRODUCT I.D.
DRAWING NO.
AS-BUILT
REF.
SHEET
CS602
CS601
CS501
CS105
CS104
CS103
CS102
CS101
G-004
G-003
G-002
G-001
DLFSR_CS602XXX.dgn
DLFSR_CS601XXX.dgn
DLFSR_CS501XXX.dgn
DLFSR_CS105XXX.dgn
DLFSR_CS104XXX.dgn
DLFSR_CS103XXX.dgn
DLFSR_CS102XXX.dgn
DLFSR_CS101XXX.dgn
DLFSR_G-004XXX.dgn
DLFSR_G-003xxx.dgn
DLFSR_G-002XXX.dgn
DLFSR_G-001XXX.dgn
LIMITS OF WORK DATA TABLES 2 OF 2
LIMITS OF WORK DATA TABLES 1 OF 2
FILTER STONE CAP DETAILS AND EXISTING RUT QUANTITY TABLE
SITE PLAN FILTER STONE REPAIR AT MERTENS & EAST END REACH
SITE PLAN FILTER STONE REPAIR AT EAST DITCH REACH
SITE PLAN FILTER STONE REPAIR AT RAILROAD REACH
SITE PLAN FILTER STONE REPAIR AT ROBERTS REACH
SITE PLAN FILTER STONE REPAIR AT EAGLE BEND REACH
DISPOSAL AREA
INDEX AND LEGEND
LOCATION AND VICINITY MAP
COVER SHEET
DISPOSAL SITE
CONTAMINATED FILTER STONE
EX EMBANKMENT
EX EMBANKMENT
S O
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SCALE: 1"=400'
CONTAMINATED FILTER STONE DISPOSAL SITE
PLAN
N
800'0 400'
THIS SHEET ONLY
GENERAL NOTES:
DEVILS LAKE
T H A
V E
N U E S
E
H
IG
H W
A Y
N D A
V E
N U
E N
E
9T
8T
7T 6T
5T
4T
3T
2T
1T
10T
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STONE DISPOSAL WITHIN THE IDENTIFED AREA SHOWN.
FOR THE EXACT LOCATION OF CONTAMINATED FILTER
CONTRACTING OFFICER AND THE CITY OF DEVILS LAKE
NECESSARY. CONTRACTOR TO COORDINATE WITH
BE ADJUSTED BY THE CONTRACTING OFFICER IF
PROPERTY LINE INFORMATION. WORK LIMITS MAY
LIMITS OF WORK SHOWN ARE BASED ON APPARENT1.
85 FT
APPROXIMATELY
PROJECT ACCESS
AREA 1
LIMITS OF WORK
PROTECT IN PLACE
EXISTING EMBANKMENT RIPRAP
MAINTENANCE ROAD
EXISTING EMBANKMENT
OF FILTER STONE REPAIR
APPROXIMATELY 4000 FT
/2
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SCALE:1" = 200'
FILTER STONE REPAIR AT EAGLE BEND REACH
SITE PLAN
N
400'0 200'
GENERAL CIVIL NOTES
ON EMBANKMENT TOE
FILTER STONE CAP
ON SEEPAGE BERM TOE
FILTER STONE CAP
ON STABILITY BERM TOE
FILTER STONE CAP
A T E
A G
L E B
E N
D R
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C H
F
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T E
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T O
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A
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S
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N
W E
S -1
-B -0
DETAILS.
SEE SHEET CS501 FOR FILTER STONE CAP2.
THE LIMITS OF WORK.
1. TOPSOIL AND SEED ALL DISTURBED AREAS WITHIN
LEGEND
DEVILS LAKE
EAGLE BEND DR
C O
U N
T Y H
W Y
COUNTY HIGHWAY 1
L A
K E
S H
O R
E D
R
IV
E N
W
109T
110T
111T
112T 113T
114T
115T
116T 117T 118T
119T
120T
121T
122T
123T 124T125T126T
127T
128T
129T
130T
131T
132T
133T
100T 101T
102T 103T 104T 105T
106T
107T
138T
139T 140T
141T
137T
136T
135T
108T
S O
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PROJECT ACCESS
EXISTING SEEPAGE BERM
MAINTANENCE ROAD
EXISTING EMBANKMENT
PROTECT IN PLACE
EXISTING EMBANKMENT RIPRAP
AREA 2
LIMITS OF WORK
SEE SHEET CS103
PROTECT IN PLACE
AND INLETS
EXISTING STORM SEWER
TO MEET 6" MIN THICKNESS
FILTER STONE MAY BE NEEDED
LARGE WASHOUT AREA
OF FILTER STONE REPAIR
APPROXIMATELY 3700 FT
PROTECT IN PLACE
AND INLETS
EXISTING STORM SEWER
PUMP STATION
EXISTING HIGHWAY 20
PROTECT IN PLACE
EXISTING DRAINAGE SWALE
PROTECT IN PLACE
EXISTING DRAINAGE SWALE
PROTECT IN PLACE
EXISTING DRAINAGE SWALE
/2
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
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
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
N .T .S
A N
S I
D
T S
U L L
Y
/0
/0
R C
M
R C
M
G C
W
CS102
D L F S
R
C S
X X
X .d g n
D E
V
IL
S L
A K
E F
IL
T E
R S
T O
N E R
E P
A
IR
D E
V
IL
S L
A K
E
D E
V
IL
S L
A K
E
N O
R T
H D
A K
O T
A
.9
.9
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
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
400'0 200'
A T R
O B
E R
T S R
E A
C H
F
IL
T E
R S
T O
N E R
E P
A
IR
S
IT
E P
L A
N
A2
SCALE:1" = 200'
FILTER STONE REPAIR AT ROBERTS REACH
SITE PLAN
W E
S -1
-B -0
ON EMBANKMENT TOE
FILTER STONE CAP
ON SEEPAGE BERM TOE
FILTER STONE CAP
ON STABILITY BERM TOE
FILTER STONE CAP
LEGEND
T
T
DEVILS LAKE
H
IG
H W
A Y
29TH ST SW
224T
226T
227T
228T
229T
230T
231T
232T
233T
234T
235T
237T
238T
240T
241T
242T 243T
244T 245T
246T
247T
250T248T 253T 258T 259T 260T
262T
200T
201T
202T
203T
204T
205T
206T207T
208T 209T210T
211T212T 213T
214T
215T
216T
217T
218T
219T 220T
221T
222T
223T
225T
T
T
T
T 3
T
T
T
T
T3 T
T
T
T
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
/2
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
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
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
N .T .S
A N
S I
D
T S
U L L
Y
/0
/0
R C
M
R C
M
G C
W
CS103
D L F S
R
C S
X X
X .d g n
D E
V
IL
S L
A K
E F
IL
T E
R S
T O
N E R
E P
A
IR
D E
V
IL
S L
A K
E
D E
V
IL
S L
A K
E
N O
R T
H D
A K
O T
A
.9
.9
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
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
400'0 200'
A T R
A
IL
R O
A D R
E A
C H
F
IL
T E
R S
T O
N E R
E P
A
IR
S
IT
E P
L A
N
A2
SCALE:1" = 200'
FILTER STONE REPAIR AT RAILROAD REACH
SITE PLAN
W E
S -1
-B -0
ON EMBANKMENT TOE
FILTER STONE CAP
ON SEEPAGE BERM TOE
FILTER STONE CAP
ON STABILITY BERM TOE
FILTER STONE CAP
LEGEND
305T 306T 307T
309T 310T 311T
322T323T324T325T326T327T328T 330T331T
DEVILS LAKE
H
IG
H W
A Y
T
T 2
T
T
T
T
T
T
T
T
PROJECT ACCESS
OF FILTER STONE REPAIR
APPROXIMATELY 4000 FT
PROTECT IN PLACE
EXISTING EMBANKMENT RIPRAP
EXISTING STABILITY BERM
MAINTENANCE ROAD
EXISTING EMBANKMENT
SEE SHEET CS102
AREA 3
LIMITS OF WORK
Y=398871.64
X=2365870.04
LOCATION WITH CONTRACTING OFFICER
IN STOCKPILE AREA. COORDINATE EXACT
PLACE 30 TONS OF FILTER STONE CAP
PROTECT IN PLACE
AND DRAIN INLETS
EXISTING STORM SEWER 2
T
T
T
T
T
T
T
T
T
T
T
300T 301T
302T
303T
304T
308T 312T
313T
314T
315T
316T
317T
318T 319T
320T
321T329T
332T 333T334T
335T
336T 337T
338T
339T
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
547 FT
260 FT
/2
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
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
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
N .T .S
A N
S I
D
T S
U L L
Y
/0
/0
R C
M
R C
M
G C
W
CS104
D L F S
R
C S
X X
X .d g n
D E
V
IL
S L
A K
E F
IL
T E
R S
T O
N E R
E P
A
IR
D E
V
IL
S L
A K
E
D E
V
IL
S L
A K
E
N O
R T
H D
A K
O T
A
.9
.9
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
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
400'0 200'
F
IL
T E
R S
T O
N E R
E P
A
IR
S
IT
E P
L A
N
A3
SCALE:1" = 200'
FILTER STONE REPAIR AT EAST DITCH REACH
SITE PLAN
S
IT
E P
L A
N C
O N
T
IN
U E
D B
E L
O W
S
IT
E P
L A
N C
O N
T
IN
U E
D A
B O
V E
A T E
A S
T D
IT
C H R
E A
C H
W E
S -1
-B -0
ON EMBANKMENT TOE
FILTER STONE CAP
ON SEEPAGE BERM TOE
FILTER STONE CAP
ON STABILITY BERM TOE
FILTER STONE CAP
LEGEND
DEVILS LAKE
EXISTING SEEPAGE BERM
PROJECT ACCESS
OF FILTER STONE REPAIR
APPROXIMATELY 5900 FT
PROTECT IN PLACE
EXISTING EMBANKMENT RIPRAP
PUMP STATION
EXISTING EAST DITCH
PROTECT IN PLACE
EXISTING DRAINAGE SWALE
AREA 4
LIMITS OF WORK
EXISTING SEEPAGE BERM
ACCESS ROAD
PUMP STATION
EXISTING EAST DITCH INLET CHANNEL
PUMP STATION
EXISTING EAST DITCH
STAGING AREA
TO MEET 6" MIN THICKNESS
FILTER STONE MAY BE NEEDED
LARGE WASHOUT AREA
400T 401T 402T
419T420T
421T422T
423T424T425T 426T
427T
428T
429T 430T 431T
432T
433T 434T 435T
436T 437T
438T 439T
440T441T
442T
443T
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
DEVILS LAKE
H
IG
H W
A Y
MAINTENANCE ROAD
EXISTING EMBANKMENT
OF FILTER STONE REPAIR
APPROXIMATELY 5900 FT
PROTECT IN PLACE
EXISTING DRAINAGE SWALE
PROTECT IN PLACE
EXISTING DRAINAGE SWALE
BERM
EXISTING SEEPAGE
AREA 4
LIMITS OF WORK
402T 403T
404T
412T
413T
414T
415T 416T417T418T
405T 406T 407T
408T
409T
410T
411T
PROTECT IN PLACE
EXISTING DRAINAGE SWALE
/2
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
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
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
N .T .S
A N
S I
D
T S
U L L
Y
/0
/0
R C
M
R C
M
G C
W
CS105
D L F S
R
C S
X X
X .d g n
D E
V
IL
S L
A K
E F
IL
T E
R S
T O
N E R
E P
A
IR
D E
V
IL
S L
A K
E
D E
V
IL
S L
A K
E
N O
R T
H D
A K
O T
A
.9
.9
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
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
400'0 200'
F
IL
T E
R S
T O
N E R
E P
A
IR
S
IT
E P
L A
N
A2
SCALE:1" = 200'
FILTER STONE REPAIR AT MERTENS AND EAST END REACH
SITE PLAN
A T M
E R
T E
N S E
A S
T E
N D R
E A
C H
W E
S -1
-B -0
ON EMBANKMENT TOE
FILTER STONE CAP
ON SEEPAGE BERM TOE
FILTER STONE CAP
ON STABILITY BERM TOE
FILTER STONE CAP
LEGEND
513T 512T
602T
603T
606T
701T
702T
704T
706T
707T
DEVILS LAKE
HIGHW
AY 2
709T
710T
711T
OF FILTER STONE REPAIR
APPROXIMATELY 150 FT
OF FILTER STONE REPAIR
APPROXIMATELY 1500 FT
PROJECT ACCESS
Y=398848.62
X=2379789.11
PROTECT IN PLACE
EXISTING EMBANKMENT RIPRAP
MAINTENANCE ROAD
EXISTING EMBANKMENT
AREA 5
LIMITS OF WORK
AREA 6
LIMITS OF WORK
AREA 7
LIMITS OF WORK
PROTECT IN PLACE
EXISTING EMBANKMENT RIPRAP
MAINTENANCE ROAD
EXISTING EMBANKMENT
PROTECT IN PLACE
EXISTING EMBANKMENT RIPRAP
TO MEET 6" MIN THICKNESS
FILTER STONE MAY BE NEEDED
LARGE WASHOUT AREA
PROJECT ACCESS
519T
518T
517T
516T 515T
514T
511T510T
509T
508T
507T
506T
505T
504T503T 502T
501T
500T
600T 601T
604T
605T
607T
608T
609T
610T
611T
612T
700T
703T
705T
708T 713T
714T
715T
716T
717T
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
AND SEED
EX TOPSOIL
AND SEED
EX TOPSOIL
AND SEED
EX TOPSOIL
IMPERVIOUS
EX SELECT
IMPERVIOUS
EX SELECT
IMPERVIOUS
EX SELECT
IMPERVIOUS
EX SELECT
EX IMPERVIOUS
EX IMPERVIOUS
EX IMPERVIOUS
EX FILTER STONE
EX FILTER STONE
EX FILTER STONE
EX FILTER STONE
EX FILTER STONE
M
IN
M
IN
SEE NOTE 3
9" FILTER STONE CAP
9" FILTER STONE CAP
SEE NOTE 3
9" FILTER STONE CAP
9" FILTER STONE CAP
SEE NOTES 1 & 2
FILTER STONE,
SALVAGED
SEE NOTES 1 & 2
FILTER STONE,
SALVAGED
AND SEED
EX TOPSOIL
EX IMPERVIOUS
SEE NOTE 7
EX GEOTEXTILE
SEE NOTE 7
EX GEOTEXTILE
SEE NOTES 1 & 2
FILTER STONE,
SALVAGED
9" FILTER STONE CAP
SEE NOTES 5 & 6
EX GROUND
SEE NOTES 5 & 6
EX GROUND
SEE NOTES 5 & 6
EX GROUND
SEE NOTES 5 & 6
EX GROUND
SEE NOTES 5 & 6
EX GROUND
BENCH, SEE NOTE 4
9" FILTER STONE CAP
SEE NOTE 7
EX GEOTEXTILE
EX IMPERVIOUS
AND SEED
EX TOPSOIL
BENCH, SEE NOTE 4
9" FILTER STONE CAP
BENCH, SEE NOTE 4
9" FILTER STONE CAP
SEE NOTE 7
EX GEOTEXTILE
BENCH, SEE NOTE 4
9" FILTER STONE CAP
BENCH, SEE NOTE 4
4" FILTER STONE CAP
EX TOPSOIL AND SEED
EXTEND BENCH TO
VARIES
VARIES
VARIES
VARIES
VARIES
/2
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 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
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
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
N .T .S
A N
S I
D
T S
U L L
Y
/0
/0
R C
M
R C
M
G C
W
CS501
D L F S
R
C S
X X
X .d g n
D E
V
IL
S L
A K
E
D E
V
IL
S L
A K
E
N O
R T
H D
A K
O T
A
.9
.9
EX SAND DRAIN
EX SAND DRAIN
EX SAND DRAIN
EX SAND DRAIN
EX SAND
THIS SHEET ONLY
GENERAL NOTES:
D E
V
IL
S L
A K
E F
IL
T E
R S
T O
N E R
E P
A
IR
W E
S -1
-B -0
N.T.S.
A2
SCALE:
SEEPAGE BERM TOE - FILTER STONE WITHOUT GULLIES
FILTER STONE CAP DETAIL 2
N.T.S.
B4
SCALE:
EMBANKMENT TOE - FILTER STONE WITH GULLIES
FILTER STONE CAP DETAIL 4
N.T.S.
C4
SCALE:
EMBANKMENT TOE - FILTER STONE WITHOUT GULLIES
FILTER STONE CAP DETAIL 3
SLOPE
SLOPESLOPE
SLOPE
SLOPE
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
1V:3 .5H
MAX
1V:
3.5H
MAX
1V:3 .5H
MAX
1V:3 .5H
MAX
1V:3 .5H
MAX
N.T.S.
A4
SCALE:
STABILITY BERM TOE - FILTER STONE WITH GULLIES
FILTER STONE CAP DETAIL 5
C2
EXISTING RUT QUANTITY TABLE
F
IL
T E
R S
T O
N E C
A P D
E T
A
IL
S A
N D
STONE CAP PLACEMENT.
GEOTEXTILE TO BE COVERED BY FILTER
EXISTING GEOTEXTILE TO REMAIN.7.
FROM EXISTING EMBANKMENT/BERM TOE.
SHALL ALLOW WATER TO DRAIN AWAY
THE TOE OF EMBANKMENT. GRADING
GROUND SHALL NOT BE RAISED ABOVE
WITHIN THE LIMITS OF WORK. EXISTING
EMBANKMENT/BERM TOES WITH TOPSOIL
TURFED AREA ADJACENT TO EXISTING
GRADE AND FILL ALL EXISTING RUTTING IN6.
DISPOSE ALL CONTAMINATED MATERIAL
IS TO BE CONSIDERED CONTAMINATED.
STONE CAP. ALL FILTER STONE BEYOND TOE
TOE THAT WILL NOT BE COVERED BY FILTER
MATERIAL ADJACENT TO EMBANKMENT/BERM
REMOVE EXISTING ERODED FILTER STONE5.
LOCATIONS.
UNDER THE FILTER STONE CAP IN THESE BENCH
CAP BENCH. FILTER STONE IS NOT REQUIRED
FACILITATE CONSTRUCTION OF FILTER STONE
AREA. EXCAVATE EXISTING MATERIAL TO
ESTABLISHED TURF AND FULLY COVER ERODED
OF THE FILTER STONE CAP BENCH UP TO
EXISTING FILTER STONE, EXTEND PLACEMENT
FILL HAS ERODED IMMEDIATELY ABOVE THE
IN AREAS WHERE TOPSOIL AND/OR IMPERVIOUS4.
THICKNESS.
FILTER STONE CAP SHALL BE 6" MINIMUM
FILTER STONE CAP. FILTER STONE BENEATH
A SMOOTH SURFACE PRIOR TO PLACING
WITHIN LIMITS OF WORK AREA TO CREATE
GRADE EXISTING FILTER STONE SLOPE3.
ENOUGH STONE FOR REPAIR.
TO EROSION GULLIES DOES NOT PROVIDE
RAILROAD REACH IF FILTER STONE ADJACENT
CLEAN SALVAGED FILTER STONE ALONG
OFFICER FOR LOCATIONS TO OBTAIN
COORDINATE WITH CONTRACTING2.
CAP SHALL BE 6" MINIMUM THICKNESS.
CAP. FILTER STONE BENEATH FILTER STONE
GULLIES PRIOR TO PLACING FILTER STONE
TO FILL AND GRADE SMOOTH EROSION
USE CLEAN SALVAGED FILTER STONE
AREAS ADJACENT TO EROSION GULLIES.
GRADE FILTER STONE FROM EMBANKMENT1.
N.T.S.
B2
SCALE:
SEEPAGE BERM TOE - FILTER STONE WITH GULLIES
FILTER STONE CAP DETAIL 1
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®of Engineers
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BEST MANAGEMENT PRACTICES
02-04-94
FOR EROSION AND SEDIMENT CONTROL
JIVL
AND PLACED END TO END. THERE CAN BE NO GAPS BETWEEN THE BAILS.
PERIMETER OF THE WORK AREA. THE BAILS MUST BE FIRMLY STAKED
SLOPE OR MINOR DRAINAGEWAY. IT CAN ALSO BE USED AT THE
PLACED PERPENDICULAR TO THE FLOW, ACROSS THE BOTTOM OF A
DISTURBANCE IN THE DRAINAGE AREA. THE BARRIERS SHOULD BE
STRAW BAIL BARRIERS SHOULD BE INSTALLED PRIOR TO MAJOR SOIL
SHOULD BE STAIR-STEPPED.
BE GROOVED WITH DISKS OR SPRING HARROWS. STEEPER SLOPES
THE SLOPE. SLOPES STEEPER THAN 3:1 BUT LESS THAN 2:1 SHOULD
SOON AS POSSIBLE AFTER THE VEGETATION HAS BEEN REMOVED FROM
APPROPRIATE FOR SLOPES OF 3:1 OR FLATTER. IT SHOULD BE DONE AS
IN THE SOIL PERPENDICULAR TO THE DIRECTION OF WATER FLOW, IS
SURFACE ROUGHENING, USING HEAVY EQUIPMENT TO CREATE GROOVES
HORIZONTAL SLOPE GRADING
DRAINAGEWAY RUNOFF CONTROL
stgip000.dgn
STORM SEWER INLET CONTROL
FLO
W
F
LO
W
FLO
W
F
LO
W
STORM SEWER PIPE OUTLET ENERGY DISSIPATION
BA
B
SECTION
A
SECTION
PLAN PLAN
BLANKET
FILTER
BLANKET
FILTER
DEFINED CHANNEL
PIPE OUTLET TO WELL-
NO WELL DEFINED CHANNEL
PIPE OUTLET TO FLAT AREA -
TEMPORARY SEDIMENT TRAP
A
A
PLAN
6’
6’
L=2W
SECTION
D
W FLOW
GEOTEXTILE FABRIC
FLOW
COMPLETELY AROUND TRAP
TEMPORARY FENCING
RIPRAP
RIPRAP
D = 3’ MIN., 6’ MAX.
TIME FOR SEDIMENT TO SETTLE OUT OF THE STORM WATER.
THE SEDIMENT BASIN SHOULD BE DESIGNED WITH SUFFICIENT DETENTION
EXCAVATION OR BY PLACING AN EMBANKMENT ACROSS A DRAINAGEWAY.
TEMPORARY SEDIMENT TRAPS CAN BE CONSTRUCTED EITHER BY
AT 8’ MAX. SPACING
5’ MIN. LENGTH POST
WIRE MESH REINFORCEMENT
GEOTEXTILE FABRIC
NATURAL SOIL
BACKFILL WITH TAMPED
FABRIC ANCHORAGE TRENCH,
INTO TRENCH
EXTEND WIRE MESH
AT 2’ INTERVALS
FABRIC 6" AND FASTEN
OVERLAP GEOTEXTILE
M I N
MIN.
6"
P O
T
M
B E
D M
E N
T
M I N
W I
M
S H
M I N
FLOW
PERIMETER OF THE WORK AREA.
THE DIRECTION OF WATER FLOW. IT CAN ALSO BE PLACED AT THE
BOTTOM OF A SLOPE OR MINOR DRAINAGEWAY, PERPENDICULAR TO
IN THE DRAINAGE AREA. SILT FENCE SHOULD BE PLACED AT THE
SILT FENCE SHOULD BE INSTALLED PRIOR TO MAJOR SOIL DISTURBANCE
PERIMETER SEDIMENT CONTROL
STABILIZED VEHICLE ENTRANCE
ROAD
PAVED
6"
36’ MIN. 4’ 10’
2%
2"-3" WASHED STONE
6"
TO PREVENT SCOUR.
ALL STORM SEWER PIPE OUTLETS SHALL HAVE RIPRAP APRONS, DESIGNED
BLOCK AND GRAVEL INLET PROTECTION
WI. D.O.T. #57 WASHED STONE
AT LEAST 32" SQUARE
INLET OPENING TO BE32"
32"
FROM TOP OF BLOCK.
CLOSER THAN 3"
GRAVEL TO BE NO
BLOCK AROUND INLET.
PLACE 2 COURSES OF
IN EACH BOTTOM ROW FOR DRAINAGE.
PLACE AT LEAST ONE BLOCK ON ITS SIDE
2H:
1V
FILTER (SEE BLOCK AND GRAVEL INLET PROTECTION) MAY BE USED.
DRAINAGEWAY RUNOFF CONTROL) OR CONCRETE BLOCK WITH GRAVEL
(SEE PERIMETER SEDIMENT CONTROL), STRAW BAIL BARRIERS (SEE
RUNOFF UNTIL SOIL IN THE DRAINAGE AREA IS STABILIZED. SILT FENCE
STORM DRAIN INLETS SHALL BE PROTECTED FROM SEDIMENT LADEN
SEDIMENT TRAP OR CONTROLLED STORM SEWER INLET.
IMMEDIATELY. ENTRANCE SHALL BE SLOPED TO DIVERT RUNOFF TO A
BE TRACKED OR WASHED ONTO THE PAVED ROAD, IT MUST BE REMOVED
TO PREVENT MUD OR SEDIMENT FROM LEAVING THE SITE. SHOULD MUD
STABILIZED VEHICLE ENTRANCE(S) SHALL BE MAINTAINED IN A CONDITION
OVER ALL BLOCK OPENINGS USED FOR DRAINAGE.
IN EACH BOTTOM ROW. PLACE WIRE MESH WITH �" OPENINGS
DRAIN TOP. PLACE AT LEAST ONE CONCRETE BLOCK ON ITS SIDE
BLOCKS ON FIRM, SMOOTH FOUNDATION EXCAVATED BELOW STORM
RUNOFF USING A DRY BLOCK AND GRAVEL FILTER. LAY CONCRETE
STORM DRAIN INLETS CAN BE PROTECTED FROM SEDIMENT LADEN
STRAW BALE
STAKED AND ENTRENCHED
RUNOFF
SEDIMENT LADEN
OR TWINE
BINDING WIRE
RUNOFF
FILTERED
10" MINIMUM.
AND EMBEDDED IN THE GROUND
REINFORCING BARS IN EACH BALE
TWO 2" X 2" WOOD STAKES OR
Z2 - 22
REFERENCE DRAWING
NPDES/EROSION CONTROL
STANDARD PLATES - DESIGN/CIVIL
DISTRICT OFFICE ST. PAUL, MINNESOTA
AE APPROVING OFFICIAL:
CAD FILE NAME: SHT
OFDATE:
P E D
DRAWING NUMBER:
SYMBOL DESCRIPTION DATE APPROVAL
DESIGNED:
CHECKED:
DRAWN:
DESIGNED:
CHECKED:
SOL. NO:
P E H
St. Paul District
A
B C D E F G
EDCBA
R31-P-64/750
S-
B U
R31-P-64/752
S-
B U
R31-P-64/753
S-
B U
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| CS101 |
| CS102 |
| CS103 |
| CS104 |
| CS015 |
| CS501 |
| CS601 |
| CS602 |
| REFERENCE DWGS |
| EROSION CONTROL |
| C-301 |
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File details come from the government source that posted it. Updated .