W912ES-17-B-0008_Plans_HalfSize.pdf

PDF 13 MB Posted Aug 8, 2017

Attached to: Devils Lake Filter Stone Repair Federal contract opportunity
Solicitation number: W912ES-17-B-0008
Issued by: Department of the Army Corps of Engineers Engineering District St Paul

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W912ES17B0008 Half Size Drawings

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File	Type	Posted
W912ES17B0008_Bid_Abstract.pdf	PDF	Sep 12, 2017
Devils_Lake_Site_Visit_Attendance_Sheet.pdf	PDF	Sep 5, 2017
Devils_Lake_Amendment_1_drawing_full_size.pdf	PDF	Aug 23, 2017
Devils_Lake_Amendment_1_drawing_half_size.pdf	PDF	Aug 23, 2017
Devils_Lake_Amendment_1_Bid_Schedule.pdf	PDF	Aug 23, 2017
Devils_Lake_Amendment_1.pdf	PDF	Aug 23, 2017
W912ES-17-B-0008_Plans_FullSize.pdf	PDF	Aug 8, 2017
W912ES-17-B-0008_Specs.pdf	PDF	Aug 8, 2017

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D R

S L O P E T

GATE

GRADE

MIN 1%

GRADE

MIN 1%

TO HPS3

TO HPS2

TO HPS6

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

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

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

LAGOONS

SEWAGE

DEVILS LAKE

CREEL BAY OF

STATE H

IGHWAY 19

DEVILS LAKE

CITY OF

C O

U N

T Y R

O A

STROMME RD

S T

A T E H

H W

A Y

U S H

H W

A Y

RAILROAD

S T

A T

E H

H W

A Y

U S H

AY 2 R

AILR

RAILRO

VICINITY MAP

LOCATION MAP

STATE BOUNDARIES

RIVERS & LAKES

DISTRICT BOUNDARIES

NATIONAL BOUNDARIES

LEGEND

LOCATION

PROJECT

SECTIONS 5 AND 8, T153N, R64W, CREEL TOWNSHIP, 5TH P.M.

/8 /2

A N

S I

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

S T P

A U

N E

S O

T A

R C

G C

G-002

S T P

A U

L D

T R

D E

S L

A K

N O

R T

H D

A K

O T

D E

S L

A K

E S

U B R

E R B

A S

D L F S

G -0

X X

X .d g n

E L E

V A

N D

A T

U M

V E

R T

A L C

O N

T R

O L

C O

O R

A T

E S

Y S

T E

H O

O N

T A

L C

O N

T R

O L

C O

M B

E D F

A C

T O

C F

G E

N A

N D S

P C

N O

R T

H Z

O N

E -U .S S

U R

V E

Y F

N A

V D

HPS7

NGS K478

HPS4

HPS1

HPS5

SCALE:1"=2000'

4000'2000'

AIRPORT

MUNICIPAL

SEE SHEET CS101

NOT TO SCALE

COE DL-AI

N .T .S

T S

U L L

L O

C A

N A

N D V

Y M

A P

D E

S L

A K

LAKE

DEVILS

S O

U R

DEVIL'S

LAKE

R E

D R

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O F

T H

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LAKE OF

THE WOODS

UPPER

RED LAKE

LOWER

RED LAKE

LAKE

ITASCA

CASS

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WINNIBIGOSHISH

LEECH

LAKE

MILLE

LACS

LAKEM

IR.

S T

ROI

LAKE

PEPIN

INNES

OTA

IVER

BIGSTONE

LAKE

TRAVERSE

CONSIN R.

LAKE SUPERIOR

SHEYENNE R.

FORKS

GRAND

DARLING

LAKE

ASHTABULA

LAKE

CITY

VALLEY

2 13456

7 8 9 10 11 12

131415161718

252627282930

31 32 33

D E

S L

A K

E F

T E

R S

T O

N E R

E P

SEE SHEET CS102

SEE SHEET CS104

SEE SHEET CS105

S E E S

H E E T C

W E

S -1

-B -0

L F S

G -0 x x x .d g n

/8 /2

A N

S I

R C

G C

G-003

D E

S L

A K

N O

R T

H D

A K

O T

D E

S L

A K

E S

U B R

E R B

A S

S T P

A U

L D

T R

S T P

A U

N E

S O

T A

U .S

A R

M Y C

O R

P S O

F E

N G

E E

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

AND NUMBER

DWG OUTLINE

EXIST

MAX

MIN

SST

TYP

EXISTING

FAR FACE

GALVANIZED

INSIDE FACE

MAXIMUM

MINIMUM

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

CONC

DIA

GALV

MISC

SPEC

T&B

UNO

UGND

FES FLARED END SECTION

WIDTH

WATER MAINWM

R/W

LONG

LANDWARDL/W

SCALE:

SUPPLEMENTAL INFORMATION

DETAIL/SECTION

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

ELEVATIONELEV

CL CLASS

E L E

V A

N D

A T

U M

V E

R T

A L C

O N

T R

O L

C O

O R

A T

E S

Y S

T E

H O

O N

T A

L C

O N

T R

O L

C O

M B

E D F

A C

T O

C F

G E

N D S

P C

N O

R T

H Z

O N

E -U .S S

U R

V E

Y F

N A

V D

EQUAL

EXISTING

OD OUTSIDE DIAMETER

CO CONTRACTING OFFICER

N .T .S

T S

U L L

E X A

N D L

E G

E N

D E

S L

A K

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

S L

A K

E F

T E

R S

T O

N E R

E P

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

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

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

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

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

Sheet

V D

V E

R T

A L C

O N

T R

O L D

A T

U M

G E

N O

R T

H D

A K

O T

A S

T A

T E P

L A

N E

N O

R T

H Z

O N

E U .S S

U R

V E

Y F

E E

H O

O N

T A

L C

O N

T R

O L S

Y S

T E

N A

C O

M B

E S

C A

L E F

A C

T O

C S

F .9

SCALE: 1"=400'

CONTAMINATED FILTER STONE DISPOSAL SITE

PLAN

800'0 400'

THIS SHEET ONLY

GENERAL NOTES:

DEVILS LAKE

T H A

V E

N U E S

H W

A Y

N D A

V E

N U

E N

7T 6T

10T

D E

S L

A K

E S

U B R

E R B

A S

S T P

A U

L D

T R

S T P

A U

N E

S O

T A

U .S

A R

M Y C

O R

P S O

F E

N G

E E

.T .S

A N

S I

T S

U L L

R C

G C

G-004

D L F S

G -0

X X

X .d g n

D E

S L

A K

E F

T E

R S

T O

N E R

E P

D E

S L

A K

D E

S L

A K

N O

R T

H D

A K

O T

W E

S -1

-B -0

P O

S A

L A

R E

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

D E

S L

A K

E S

U B R

E R B

A S

S T P

A U

L D

T R

S T P

A U

N E

S O

T A

U .S

A R

M Y C

O R

P S O

F E

N G

E E

N D S

P C

N O

R T

H Z

O N

E -U .S S

U R

V E

Y F

N A

V D

A D

N D S

P C

N O

R T

H Z

O N

E -U .S S

U R

V E

Y F

N A

V D

N .T .S

A N

S I

T S

U L L

R C

G C

CS101

D L F S

C S

X X

X .d g n

D E

S L

A K

E F

T E

R S

T O

N E R

E P

D E

S L

A K

D E

S L

A K

N O

R T

H D

A K

O T

E L E

V A

N D

A T

U M

V E

R T

A L C

O N

T R

O L

C O

O R

A T

E S

Y S

T E

H O

O N

T A

L C

O N

T R

O L

C O

M B

E D F

A C

T O

C F

G E

E L E

V A

N D

A T

U M

V E

R T

A L C

O N

T R

O L

C O

O R

A T

E S

Y S

T E

H O

O N

T A

L C

O N

T R

O L

C O

M B

E D F

A C

T O

C F

G E

SCALE:1" = 200'

FILTER STONE REPAIR AT EAGLE BEND REACH

SITE PLAN

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

E A

C H

T E

R S

T O

N E R

E P

L A

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

E N

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

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

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

D E

S L

A K

E S

U B R

E R B

A S

S T P

A U

L D

T R

S T P

A U

N E

S O

T A

U .S

A R

M Y C

O R

P S O

F E

N G

E E

N D S

P C

N O

R T

H Z

O N

E -U .S S

U R

V E

Y F

N A

V D

A D

N D S

P C

N O

R T

H Z

O N

E -U .S S

U R

V E

Y F

N A

V D

N .T .S

A N

S I

T S

U L L

R C

G C

CS102

D L F S

C S

X X

X .d g n

D E

S L

A K

E F

T E

R S

T O

N E R

E P

D E

S L

A K

D E

S L

A K

N O

R T

H D

A K

O T

E L E

V A

N D

A T

U M

V E

R T

A L C

O N

T R

O L

C O

O R

A T

E S

Y S

T E

H O

O N

T A

L C

O N

T R

O L

C O

M B

E D F

A C

T O

C F

G E

E L E

V A

N D

A T

U M

V E

R T

A L C

O N

T R

O L

C O

O R

A T

E S

Y S

T E

H O

O N

T A

L C

O N

T R

O L

C O

M B

E D F

A C

T O

C F

G E

400'0 200'

A T R

O B

E R

T S R

E A

C H

T E

R S

T O

N E R

E P

L A

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

DEVILS LAKE

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 3

T3 T

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

D E

S L

A K

E S

U B R

E R B

A S

S T P

A U

L D

T R

S T P

A U

N E

S O

T A

U .S

A R

M Y C

O R

P S O

F E

N G

E E

N D S

P C

N O

R T

H Z

O N

E -U .S S

U R

V E

Y F

N A

V D

A D

N D S

P C

N O

R T

H Z

O N

E -U .S S

U R

V E

Y F

N A

V D

N .T .S

A N

S I

T S

U L L

R C

G C

CS103

D L F S

C S

X X

X .d g n

D E

S L

A K

E F

T E

R S

T O

N E R

E P

D E

S L

A K

D E

S L

A K

N O

R T

H D

A K

O T

E L E

V A

N D

A T

U M

V E

R T

A L C

O N

T R

O L

C O

O R

A T

E S

Y S

T E

H O

O N

T A

L C

O N

T R

O L

C O

M B

E D F

A C

T O

C F

G E

E L E

V A

N D

A T

U M

V E

R T

A L C

O N

T R

O L

C O

O R

A T

E S

Y S

T E

H O

O N

T A

L C

O N

T R

O L

C O

M B

E D F

A C

T O

C F

G E

400'0 200'

A T R

R O

A D R

E A

C H

T E

R S

T O

N E R

E P

L A

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 W

A Y

T 2

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

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

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

547 FT

260 FT

D E

S L

A K

E S

U B R

E R B

A S

S T P

A U

L D

T R

S T P

A U

N E

S O

T A

U .S

A R

M Y C

O R

P S O

F E

N G

E E

N D S

P C

N O

R T

H Z

O N

E -U .S S

U R

V E

Y F

N A

V D

A D

N D S

P C

N O

R T

H Z

O N

E -U .S S

U R

V E

Y F

N A

V D

N .T .S

A N

S I

T S

U L L

R C

G C

CS104

D L F S

C S

X X

X .d g n

D E

S L

A K

E F

T E

R S

T O

N E R

E P

D E

S L

A K

D E

S L

A K

N O

R T

H D

A K

O T

E L E

V A

N D

A T

U M

V E

R T

A L C

O N

T R

O L

C O

O R

A T

E S

Y S

T E

H O

O N

T A

L C

O N

T R

O L

C O

M B

E D F

A C

T O

C F

G E

E L E

V A

N D

A T

U M

V E

R T

A L C

O N

T R

O L

C O

O R

A T

E S

Y S

T E

H O

O N

T A

L C

O N

T R

O L

C O

M B

E D F

A C

T O

C F

G E

400'0 200'

T E

R S

T O

N E R

E P

L A

SCALE:1" = 200'

FILTER STONE REPAIR AT EAST DITCH REACH

SITE PLAN

E P

L A

N C

O N

U E

D B

E L

O W

E P

L A

N C

O N

U E

D A

B O

V E

A T E

A S

T D

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

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

Sheet

DEVILS LAKE

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

D E

S L

A K

E S

U B R

E R B

A S

S T P

A U

L D

T R

S T P

A U

N E

S O

T A

U .S

A R

M Y C

O R

P S O

F E

N G

E E

N D S

P C

N O

R T

H Z

O N

E -U .S S

U R

V E

Y F

N A

V D

A D

N D S

P C

N O

R T

H Z

O N

E -U .S S

U R

V E

Y F

N A

V D

N .T .S

A N

S I

T S

U L L

R C

G C

CS105

D L F S

C S

X X

X .d g n

D E

S L

A K

E F

T E

R S

T O

N E R

E P

D E

S L

A K

D E

S L

A K

N O

R T

H D

A K

O T

E L E

V A

N D

A T

U M

V E

R T

A L C

O N

T R

O L

C O

O R

A T

E S

Y S

T E

H O

O N

T A

L C

O N

T R

O L

C O

M B

E D F

A C

T O

C F

G E

E L E

V A

N D

A T

U M

V E

R T

A L C

O N

T R

O L

C O

O R

A T

E S

Y S

T E

H O

O N

T A

L C

O N

T R

O L

C O

M B

E D F

A C

T O

C F

G E

400'0 200'

T E

R S

T O

N E R

E P

L A

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

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

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 FILTER STONE

SEE NOTE 3

9" FILTER STONE CAP

SEE NOTE 3

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

D E

S L

A K

E S

U B R

E R B

A S

S T P

A U

L D

T R

S T P

A U

N E

S O

T A

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E L E

V A

N D

A T

U M

V E

R T

A L C

O N

T R

O L

C O

O R

A T

E S

Y S

T E

H O

O N

T A

L C

O N

T R

O L

C O

M B

E D F

A C

T O

C F

G E

N D S

P C

N O

R T

H Z

O N

E -U .S S

U R

V E

Y F

N A

V D

A D

N D S

P C

N O

R T

H Z

O N

E -U .S S

U R

V E

Y F

N A

V D

N .T .S

A N

S I

T S

U L L

R C

G C

CS501

D L F S

C S

X X

X .d g n

D E

S L

A K

D E

S L

A K

N O

R T

H D

A K

O T

EX SAND DRAIN

EX SAND

THIS SHEET ONLY

GENERAL NOTES:

D E

S L

A K

E F

T E

R S

T O

N E R

E P

W E

S -1

-B -0

N.T.S.

SCALE:

SEEPAGE BERM TOE - FILTER STONE WITHOUT GULLIES

FILTER STONE CAP DETAIL 2

N.T.S.

SCALE:

EMBANKMENT TOE - FILTER STONE WITH GULLIES

FILTER STONE CAP DETAIL 4

N.T.S.

SCALE:

EMBANKMENT TOE - FILTER STONE WITHOUT GULLIES

FILTER STONE CAP DETAIL 3

SLOPE

SLOPESLOPE

SLOPE

E L E

V A

N D

A T

U M

V E

R T

A L C

O N

T R

O L

C O

O R

A T

E S

Y S

T E

H O

O N

T A

L C

O N

T R

O L

C O

M B

E D F

A C

T O

C F

G E

1V:3 .5H

MAX

1V:

3.5H

MAX

1V:3 .5H

MAX

1V:3 .5H

MAX

1V:3 .5H

MAX

N.T.S.

SCALE:

STABILITY BERM TOE - FILTER STONE WITH GULLIES

FILTER STONE CAP DETAIL 5

EXISTING RUT QUANTITY TABLE

T E

R S

T O

N E C

A P D

E T

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.

SCALE:

SEEPAGE BERM TOE - FILTER STONE WITH GULLIES

FILTER STONE CAP DETAIL 1

E X

G R

U T Q

U A

N T

Y T

A B

L E

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

D E

S L

A K

E S

U B R

E R B

A S

S T P

A U

L D

T R

S T P

A U

N E

S O

T A

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E L E

V A

N D

A T

U M

V E

R T

A L C

O N

T R

O L

C O

O R

A T

E S

Y S

T E

H O

O N

T A

L C

O N

T R

O L

C O

M B

E D F

A C

T O

C F

G E

V A

N D

A T

U M

V E

R T

A L C

O N

T R

O L

C O

O R

A T

E S

Y S

T E

H O

O N

T A

L C

O N

T R

O L

C O

M B

E D F

A C

T O

C F

G E

N D S

P C

N O

R T

H Z

O N

E -U .S S

U R

V E

Y F

N A

V D

A D

N D S

P C

N O

R T

H Z

O N

E -U .S S

U R

V E

Y F

N A

V D

N .T .S

A N

S I

T S

U L L

R C

G C

CS601

D L F S

C S

X X

X .d g n

D E

S L

A K

D E

S L

A K

N O

R T

H D

A K

O T

D E

S L

A K

E F

T E

R S

T O

N E R

E P

W E

S -1

-B -0

D A

T A T

A B

L E

S O

F W

O R

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

D E

S L

A K

E S

U B R

E R B

A S

S T P

A U

L D

T R

S T P

A U

N E

S O

T A

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E L E

V A

N D

A T

U M

V E

R T

A L C

O N

T R

O L

C O

O R

A T

E S

Y S

T E

H O

O N

T A

L C

O N

T R

O L

C O

M B

E D F

A C

T O

C F

G E

V A

N D

A T

U M

V E

R T

A L C

O N

T R

O L

C O

O R

A T

E S

Y S

T E

H O

O N

T A

L C

O N

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O L

C O

M B

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A C

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C F

G E

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P C

N O

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E -U .S S

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A D

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N .T .S

A N

S I

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U L L

R C

G C

CS602

D L F S

C S

X X

X .d g n

D E

S L

A K

D E

S L

A K

N O

R T

H D

A K

O T

D E

S L

A K

E F

T E

R S

T O

N E R

E P

W E

S -1

-B -0

D A

T A T

A B

L E

S O

F W

O R

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

BEST MANAGEMENT PRACTICES

02-04-94

FOR EROSION AND SEDIMENT CONTROL

JIVL

STRAW BAIL BARRIERS SHOULD BE INSTALLED PRIOR TO MAJOR SOIL

DISTURBANCE IN THE DRAINAGE AREA. THE BARRIERS SHOULD BE

PLACED PERPENDICULAR TO THE FLOW, ACROSS THE BOTTOM OF A

SLOPE OR MINOR DRAINAGEWAY. IT CAN ALSO BE USED AT THE

PERIMETER OF THE WORK AREA. THE BAILS MUST BE FIRMLY STAKED

AND PLACED END TO END. THERE CAN BE NO GAPS BETWEEN THE BAILS.

SURFACE ROUGHENING, USING HEAVY EQUIPMENT TO CREATE GROOVES

IN THE SOIL PERPENDICULAR TO THE DIRECTION OF WATER FLOW, IS

APPROPRIATE FOR SLOPES OF 3:1 OR FLATTER. IT SHOULD BE DONE AS

SOON AS POSSIBLE AFTER THE VEGETATION HAS BEEN REMOVED FROM

THE SLOPE. SLOPES STEEPER THAN 3:1 BUT LESS THAN 2:1 SHOULD

BE GROOVED WITH DISKS OR SPRING HARROWS. STEEPER SLOPES

SHOULD BE STAIR-STEPPED.

HORIZONTAL SLOPE GRADING

DRAINAGEWAY RUNOFF CONTROL

stgip000.dgn

STORM SEWER INLET CONTROL

FLO

STORM SEWER PIPE OUTLET ENERGY DISSIPATION

SECTION

PLAN PLAN

FILTER

BLANKET

FILTER

BLANKET

PIPE OUTLET TO WELL-

DEFINED CHANNEL

PIPE OUTLET TO FLAT AREA -

NO WELL DEFINED CHANNEL

TEMPORARY SEDIMENT TRAP

PLAN

6’

L=2W

SECTION

W FLOW

GEOTEXTILE FABRIC

FLOW

TEMPORARY FENCING

COMPLETELY AROUND TRAP

RIPRAP

D = 3’ MIN., 6’ MAX.

TEMPORARY SEDIMENT TRAPS CAN BE CONSTRUCTED EITHER BY

EXCAVATION OR BY PLACING AN EMBANKMENT ACROSS A DRAINAGEWAY.

THE SEDIMENT BASIN SHOULD BE DESIGNED WITH SUFFICIENT DETENTION

TIME FOR SEDIMENT TO SETTLE OUT OF THE STORM WATER.

5’ MIN. LENGTH POST

AT 8’ MAX. SPACING

WIRE MESH REINFORCEMENT

GEOTEXTILE FABRIC

FABRIC ANCHORAGE TRENCH,

BACKFILL WITH TAMPED

NATURAL SOIL

EXTEND WIRE MESH

INTO TRENCH

OVERLAP GEOTEXTILE

FABRIC 6" AND FASTEN

AT 2’ INTERVALS

M I N

MIN.2

M I N

P O

B E

D M

E N

I N

W I

FLOW

SILT FENCE SHOULD BE INSTALLED PRIOR TO MAJOR SOIL DISTURBANCE

IN THE DRAINAGE AREA. SILT FENCE SHOULD BE PLACED AT THE

BOTTOM OF A SLOPE OR MINOR DRAINAGEWAY, PERPENDICULAR TO

THE DIRECTION OF WATER FLOW. IT CAN ALSO BE PLACED AT THE

PERIMETER OF THE WORK AREA.

PERIMETER SEDIMENT CONTROL

STABILIZED VEHICLE ENTRANCE

PAVED

ROAD

36’ MIN. 4’ 10’

2"-3" WASHED STONE

ALL STORM SEWER PIPE OUTLETS SHALL HAVE RIPRAP APRONS, DESIGNED

TO PREVENT SCOUR.

BLOCK AND GRAVEL INLET PROTECTION

WI. D.O.T. #57 WASHED STONE

INLET OPENING TO BE

AT LEAST 32" SQUARE

32"

GRAVEL TO BE NO

CLOSER THAN 3"

FROM TOP OF BLOCK.

PLACE 2 COURSES OF

BLOCK AROUND INLET.

PLACE AT LEAST ONE BLOCK ON ITS SIDE

IN EACH BOTTOM ROW FOR DRAINAGE.

2H:

STORM DRAIN INLETS SHALL BE PROTECTED FROM SEDIMENT LADEN

RUNOFF UNTIL SOIL IN THE DRAINAGE AREA IS STABILIZED. SILT FENCE

(SEE PERIMETER SEDIMENT CONTROL), STRAW BAIL BARRIERS (SEE

DRAINAGEWAY RUNOFF CONTROL) OR CONCRETE BLOCK WITH GRAVEL

FILTER (SEE BLOCK AND GRAVEL INLET PROTECTION) MAY BE USED.

STABILIZED VEHICLE ENTRANCE(S) SHALL BE MAINTAINED IN A CONDITION

TO PREVENT MUD OR SEDIMENT FROM LEAVING THE SITE. SHOULD MUD

BE TRACKED OR WASHED ONTO THE PAVED ROAD, IT MUST BE REMOVED

IMMEDIATELY. ENTRANCE SHALL BE SLOPED TO DIVERT RUNOFF TO A

SEDIMENT TRAP OR CONTROLLED STORM SEWER INLET.

STORM DRAIN INLETS CAN BE PROTECTED FROM SEDIMENT LADEN

RUNOFF USING A DRY BLOCK AND GRAVEL FILTER. LAY CONCRETE

BLOCKS ON FIRM, SMOOTH FOUNDATION EXCAVATED BELOW STORM

DRAIN TOP. PLACE AT LEAST ONE CONCRETE BLOCK ON ITS SIDE

IN EACH BOTTOM ROW. PLACE WIRE MESH WITH �" OPENINGS

OVER ALL BLOCK OPENINGS USED FOR DRAINAGE.

STAKED AND ENTRENCHED

STRAW BALE

SEDIMENT LADEN

RUNOFF

BINDING WIRE

OR TWINE

FILTERED

RUNOFF

TWO 2" X 2" WOOD STAKES OR

REINFORCING BARS IN EACH BALE

AND EMBEDDED IN THE GROUND

10" MINIMUM.

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

B C D E F G

EDCBA

C-301

B A

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A L E

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P O

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D S

E C

SCALE: 1" = 10'CS102

SCALE: 1" = 10'CS104

SCALE: 1"= 10'

20'10'

SCALE: 1" = 10'CS102

BA TYPICAL SECTION FROM F 00+44 TO F 02+06

FROM F 21+50 TO F 27+50 AND F 30+00 TO F 32+50

TYPICAL SECTION

F 27+50 TO F 30+00 AND F 32+50 TO F 42+57

TYPICAL SECTION FROM F 02+06 TO F 21+50,

GEOID 03

NAVD88

VERTICAL CONTROL DATUM:

COMBINED SCALE FACTOR (CSF): 0.99986967

NORTH DAKOTA STATE PLANE, NORTH ZONE, US SURVEY FEET

HORIZONTAL CONTROL SYSTEM: NAD83 (1996)

M W

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C -3

-A d g n

AS-BUILT NOTES:

-P -6

NO FILTER STONE INSTALLED BETWEEN STA. 02+06 TO STA. 10+05.5.

SOIL DISPOSAL AREA NOT SHOWN BETWEEN STA. 02+06 TO STA. 08+37.4.

AS-BUILT EMBANKMENT CONTROL LINE IS NOT SHOWN.3.

AS-BUILT LIMITS OF WORK ARE NOT SHOWN.2.

CORE, SELECT IMPERVIOUS FILL, SAND DRAIN, SLOPE PROTECTION AND OVEREXCAVATION.

SEE AS-BUILT CROSS SECTIONS FOR AS-BUILT GRADES AND LINES AND LIMITS OF SELECT IMPERVIOUS 1.

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1. SEE SHEET C-305 FOR TYPICAL EMBANKMENT CONSTRUCTION NOTES.

GENERAL NOTES:

2% 54

0% 2'

1V:

3.5H

1V:1.5H

7060-30 -20 -10 0 10 20 30 40 50-220 -200 -190 -180 -170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40

EL. 1468.6

5.2'

1V :1 .5

1V:

3.5H

VARIES

-210

B E

R M H

G E P

T O

E O

F B

E R

ELEV=1444.5'

4" TOPSOIL & SEEDING

STABILITY BERM

1V:5H MAX

VARIES

PROFILE

VARIES PER

ELEVATION

BY OTHERS

DRAIN TO BE CONSTRUCTED

INCLINED PORTION OF SAND

STRIP 6" OF TOPSOIL

SURFACE BY OTHERS

EMBANKMENT

COMPLETED

EL. 1465.2

EL. 1468.2

SAND DRAIN (STA F 00+90 TO STA F 02+06)

VARIES

WIDTH

75' (TEMP. RAMP SKEWED TO CONTROL LINE 21°)

SEE SHEET CS102

ELEVATION VARIES.

SOIL DISPOSAL AREA,

RAISE CONTROL LINE

LINE AND HWY GRADE

EMBANKMENT CONTROLL

C-306

LAKESIDE

T O

E O

F B

E R

1V:

3.5H

1V :1 .5

EL. 1468.6

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220

C-306

5.2'

75'

B E

R M H

G E P

VARIES

WIDTH

1V :1 .5

(F 21+50 TO F 25+50)

EL. 1468.2

1V:5H MAX

VARIES

CONTROL LINE

EMBANKMENT

EL. 1465.2

TOP OF EMBANKMENT CONSTRUCTION GRADE

STRIP 6" OF TOPSOIL

4" TOPSOIL & SEEDING

TOE OF EXISTING EMBANKMENT

(VARIES)

EL. 1461.2

LINE

GROUND

EXISTING

ELEV=1444.5'

A T B

E R

M T

O E O

F E

M B

A N

K M

E N

STABILITY BERM

4" TOPSOIL & SEEDING

C-306

LAKESIDE

1V:

3.5H

1V :1 .5

EL. 1468.6

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220

C-306

5.2'

T O

E O

F B

E R

75'

1V :1 .5

B E

R M H

G E P

1V:1.5H

(F 10+00 TO F 21+50)

EL. 1468.2

1V:5H MAX

VARIES

CONTROL LINE

EMBANKMENT

EL. 1465.2

TOP OF EMBANKMENT CONSTRUCTION GRADE

STRIP 6" OF TOPSOIL

4" TOPSOIL & SEEDING

TOE OF EXISTING EMBANKMENT

(VARIES)

EL. 1461.2

LINE

GROUND

EXISTING

ELEV=1444.5'

A T B

E R

M T

O E O

F E

M B

A N

K M

E N

VARIES

WIDTH

STABILITY BERM

4" TOPSOIL & SEEDING

NOTE 5.

SEE AS-BUILT

SEE AS-BUILT NOTE 4.

NOT SHOWN

SPOIL DISPOSAL

R31-P-64/750 kcohn Stamp

C-303

B A

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A L E

A N

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P O

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E C

SCALE: 1" = 10'CS111

BH FROM F 153+50 TO F 160+00

TYPICAL SECTION

SCALE: 1" = 10'CS108

CS110

BG FROM F 137+50 TO F 153+00

TYPICAL SECTION

SCALE: 1" = 10'

FROM F 117+53 TO F 137+00

TYPICAL SECTION

GEOID 03

NAVD88

VERTICAL CONTROL DATUM:

COMBINED SCALE FACTOR (CSF): 0.99986967

NORTH DAKOTA STATE PLANE, NORTH ZONE, US SURVEY FEET

HORIZONTAL CONTROL SYSTEM: NAD83 (1996)

M K

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C -3

-A d g n

AS-BUILT NOTES:

R -P -6

CONTROL LINE IS NOT SHOWN.

AS-BUILT EMBANKMENT 3.

NOT SHOWN.

AS-BUILT LIMITS OF WORK ARE 2.

OVEREXCAVATION.

PROTECTION, AND

FILL, SAND DRAIN, SLOPE

CORE, SELECT IMPERVIOUS

LIMITS OF SELECT IMPERVIOUS

GRADES AND LINES, AND

SECTIONS FOR AS-BUILT

SEE AS-BUILT CROSS 1.

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IDENTIFICATION

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C-306

1V:

3.5H

1V :1 .5

EL. 1468.6

LAKESIDE

C-306

-70 0 10 20 30 40 50 60 70-10-20-30-40-50-60-80-90-100-110-120-140-150-160-170-180-210-220-230-240-250

5.2'

GRADE TO DRAIN 0%C-307

T O

E O

F E

M B

A N

K E

N T

(F 153+50 TO F 159+50)

DITCH

EL. 1468.2

1V:5H MAX

VARIES

EL. 1465.2

TOP OF EMBANKMENT CONSTRUCTION GRADE

STRIP 6" OF TOPSOIL

4" TOPSOIL & SEEDING

TOE OF EXISTING EMBANKMENT

CONTROL LINE

EMBANKMENT

(VARIES)

EL. 1461.2

LINE

GROUND

EXISTING

1439.75

ELEV.

GROUND

EXISTING

MATCH

SAND DRAIN

4" TOPSOIL & SEEDING 4" TOPSOIL & SEEDING

1444.90

ELEV.

1444.90

ELEV.

1. SEE SHEET C-305 FOR TYPICAL EMBANKMENT CONSTRUCTION NOTES.

GENERAL NOTES:

C-306

LAKESIDE

1V:

3.5H

L C

1V :1 .5

EL. 1468.6

-70 0 10 20 30 40 50 60 70-10-20-30-40-50-60-80-90

C-306

-160 -100-110-120-130-140-150-170-180

5.2'

T O

E O

F B

E R

MIN. 1' 2%

2' MIN

90'90'

B E

R M H

G E P

(F 144+50 TO F 153+00)1V

:1 .5

EL. 1468.2

1V:5H MAX

VARIES

CONTROL LINE

EMBANKMENT

EL. 1465.2

TOP OF EMBANKMENT CONSTRUCTION GRADE

STRIP 6" OF TOPSOIL

4" TOPSOIL & SEEDING

TOE OF EXISTING EMBANKMENT

(VARIES)

EL. 1461.2

LINE

EXISTING GROUND

SAND DRAIN

VARIES

WIDTH

A T B

E R

M T

O E O

F E

M B

A N

K M

E N

SEEPAGE BERM

C-306

LAKESIDE

1V:

3.5H

L C

1V :1 .5

EL. 1468.6

-70 0 10 20 30 40 50 60 70-10-20-30-40-50-60-80-100

C-306

T O

E O

F B

E R

5.2'

-110 -90

MIN. 1'

VARIES

WIDTH

29'

B E

R M H

G E P

EL. 1468.2

1V:5H MAX

VARIES

CONTROL LINE

EMBANKMENT

EL. 1465.2

TOP OF EMBANKMENT CONSTRUCTION GRADE

STRIP 6" OF TOPSOIL

4" TOPSOIL & SEEDING

TOE OF EXISTING EMBANKMENT

(VARIES)

EL. 1461.2

SAND DRAIN

A T B

E R

M T

O E O

F E

M B

A N

K M

E N

SEEPAGE BERM

GROUND LINE

EXISTING

R31-P-64/752

C-304

B A

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A L E

A N

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SCALE: 1" = 10'CS112

SCALE: 1" = 10'CS113

BM FROM F 171+00 TO F 177+00

TYPICAL SECTION

SCALE: 1" = 10'CS112

BK FROM F 160+00 TO F 162+00

TYPICAL SECTION

FROM F 162+00 TO F 171+00

TYPICAL SECTION

G E

A V

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AS-BUILT NOTES:

R -P -6

SHOWN.

AS-BUILT EMBANKMENT CONTROL LINE IS NOT 3.

AS-BUILT LIMITS OF WORK ARE NOT SHOWN.2.

OVEREXCAVATION.

SAND DRAIN, SLOPE PROTECTION, AND

IMPERVIOUS CORE, SELECT IMPERVIOUS FILL,

GRADES AND LINES, AND LIMITS OF SELECT

SEE AS-BUILT CROSS SECTIONS FOR AS-BUILT 1.

S O

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IDENTIFICATION

SHEET

D A

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U .S

A R

M Y C

O R

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1. SEE SHEET C-305 FOR TYPICAL EMBANKMENT CONSTRUCTION NOTES.

GENERAL NOTES:

C-306

LAKESIDE

1V:

3.5H

L C

1V :1 .5

EL. 1468.6

-70 0 10 20 30 40 50 60 70-10-20-30-40-50-60-80-90-100

C-306

5.2'

T O

E O

F E

M B

A N

K M

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EL. 1468.2

1V:5H MAX

VARIES

CONTROL LINE

EMBANKMENT

EL. 1465.2

TOP OF EMBANKMENT CONSTRUCTION GRADE

LINE

GROUND

EXISTING

STRIP 6" OF TOPSOIL

4" TOPSOIL & SEEDING

TOE OF EXISTING EMBANKMENT

(VARIES)

EL. 1461.2

GROUND

EXISTING

MATCH

STRIP 6" OF TOPSOIL

C-306

110'

LAKESIDE

1V:

3.5H

L C

EL. 1468.6

-70 0 10 20 30 40 50 60 70-10-20-30-40-50-60-80-90-100

C-306

1V :1 .5

T O

E O

F E

M B

A N

K M

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2V:1H

EL. 1468.2

1V:5H MAX

VARIES

CONTROL LINE

EMBANKMENT

TOP OF EMBANKMENT CONSTRUCTION GRADE

LINE

GROUND

EXISTING

4" TOPSOIL & SEEDING

TOE OF EXISTING EMBANKMENT

GROUND

EXISTING

MATCH

INSPECTION TRENCH

C-306

2% 3'

C-306

LAKESIDE

L C

2'0% 1V :1 .5

1V:

3.5H

-70 0 10 20 30-10-20-30-40-50-60-80-90 40 50 60 70

EL. 1468.6

-130-140-150-160-170-180-220

-190-200-210

25'

C-307

DITCH

LINE

GROUND

EXISTING

EL. 1468.2

EL. 1465.2

1V:5H MAX

VARIES

(VARIES)

EL. 1461.2

CONTROL LINE

EMBANKMENT

TOP OF EMBANKMENT CONSTRUCTION GRADE

SAND DRAIN

T O

E O

F E

M B

A N

K M

E N

4" TOPSOIL & SEEDING

TOE OF EXISTING EMBANKMENT

STRIP 6" OF TOPSOIL

1445.58

ELEV.

1445.58

ELEV.

1441.40

ELEV.

& SEEDING

4" TOPSOIL

& SEEDING

4" TOPSOIL

POND

R31-P-64/753

GROUND

EXISTING

MATCH

IMPERVIOUS FILL

4" TOPSOIL AND SEEDING

12" FILTER

18" RIPRAP, 9" BEDDING

10'

5.4'

CONSTRUCTION GRADE

TOP OF EMBANKMENT

SAND DRAIN

SELECT IMPERVIOUS FILL

GROUND

EXISTING

MATCH

IMPERVIOUS FILL

10'

4" TOPSOIL AND SEEDING

12" FILTER

5.4'

18" RIPRAP, 9" BEDDING

SELECT IMPERVIOUS FILL

SAND DRAIN

EXISTING RIP RAP

TOP OF EMBANKMENT CONSTRUCTION GRADE

EXISTING RIP RAP

STRIP 24" SEE PROFILE FOR LIMITS

2.5' SLURRY TRENCH

STRIP 12"

SEE PROFILE FOR LIMITS

2.5' SLURRY TRENCH

STRIP 4"

10' MIN.

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®of Engineers

US Army Corps of Engineers

US Army Corps a u t o t im e

Sheet

S O

A T

N N

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100 o

J R

K R

1V:5H

1V:3 .5H

LAKESIDE

1V :1 .5

LANDSIDE

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

S T P

A U

N E

S O

T A

D E

S L

A K

E C

Y E

M B

A N

K M

E N

T S P

H A

S E

ST. PAUL DISTRICT

S T P

A U

L D

T R

D E

S L

A K

N O

R T

H D

A K

O T

D E

S L

A K

D E

S L

A K

E S

U B R

E R B

A S

T Y

A L C

R O

S S S

E C

N S

TYPICAL SECTIONI

CS115

C16+00-C28+00

TYPICAL SECTIONJ

CS116

C28+00-C53+00

W O

R T S

M A

R S

H A G

M O

S E

C L

CONTROL LINE

EMBANKMENT

C508

C507

3. SEE SHEET C508 FOR TOP OF EMBANKMENT DETAIL.

2. SEE SHEET C507 FOR KEY-IN DETAIL.

LIMITS TO BE DETERMINED BY COR.

GROUND SURFACE ELEVATION. OVER EXCAVATION DEPTHS AND

WITHIN THE LIMITS OF THE OVER-EXCAVATION TO THE EXISTING

FOOTPRINT. DISPOSE OFF SITE. BACKFILL WITH EMBANKMENT FILL

1. EXCAVATE UNSUITABLE MATERIAL WITHIN THE EMBANKMENT

NOTES:

EL. 1466.2

L C

EMBANKMENT

EXISTING

EL. 1468.6

1V:5H

CONTROL LINE

EMBANKMENT

LAKESIDE

1V :1 .5

LANDSIDE

EL. 1466.2

C507

C508

L C

EMBANKMENT

EXISTING

EL. 1468.6

S T L

O U

S O

U R I

W E

S -1

-B -0

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

S T L

O U

T R

C508

C61+00-C69+60

D R

A W

G S

T A

N C

D R

A W

G S

T A

N C

D R

A W

G S

T A

N C

C509

C-305

N A

V D

V E

R T

A L C

O N

T R

O L D

A T

U M

G E

N O

R T

H D

A K

O T

A S

T A

T E P

L A

N E

N O

R T

H Z

O N

E U .S S

U R

V E

Y F

E E

H O

O N

T A

L C

O N

T R

O L S

Y S

T E

N A

C O

M B

E S

C A

L E F

A C

T O

C S

F .9

D L

C E

C -3

A .d g n

A S -B

T A

S O

F A

U G

U S

LINE

EXISTING

TOP OF EMBANKMENT CONSTRUCTION GRADE

LINE

GROUND

EXISTING

SELECT IMPERVIOUS FILL

IMPERVIOUS FILL

SEEDING

4" TOPSOIL &

SAND DRAIN

TOP OF EMBANKMENT CONSTRUCTION GRADE

SELECT IMPERVIOUS FILL

IMPERVIOUS FILL

SEEDING

4" TOPSOIL &

SAND DRAIN

7ft

FILTER STONE

ft ft

FILTER STONE

1ft MIN

BERM

SEEPAGE

STRIP 20"

STRIP 4"

5.4ft

STRIP 20"

STRIP 4"

12" RIPRAP, 6" BEDDING

BERM

SEEPAGE

65ft

1ft MIN ft

7ft

5.4ft

80ft

NOTE 5

ELEVATION, SEE

TOP OF BERM

NOTE 5

ELEVATION, SEE

TOP OF BERM

LANDSIDE

L C

LANDSIDE

EL. 1468.1

A R

M Y C

O R

P S O

F E

N G

E E

R S

S T P

A U

N E

S O

T A

S T P

A U

L D

T R

ST. PAUL DISTRICT

D E

S L

A K

E C

Y E

M B

A N

K M

E N

T S P

H A

S E

D E

S L

A K

A N

S I

R C

G C

C-319

D L

C E

C -3

A .d g n

B A

N K

M E

N T R

E T

Y P

A L S

E C

N S

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180

STATION E 46+50

EL. 1467.7

EL. 1465.7

1V :1 .5

L C

CONTROL LINE

EMBANKMENT

2%EL. 1468.1

1V:5H

EL. 1467.7

EL. 1465.7

1V :1 .5

D E

S L

A K

N O

R T

H D

A K

O T

JJ TYPICAL SECTION

CS142

KK TYPICAL SECTION

CS143

E 45+50 TO E 50+00

N A

V D

V E

R T

A L C

O N

T R

O L D

A T

U M

G E

N O

R T

H D

A K

O T

A S

T A

T E P

L A

N E

N O

R T

H Z

O N

E U .S S

U R

V E

Y F

E E

H O

O N

T A

L C

O N

T R

O L S

Y S

T E

N A

C O

M B

E S

C A

L E F

A C

T O

C S

F .9

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180

STATION E 59+00

CONTROL LINE

EMBANKMENT

1V:5H

D E

S L

A K

E S

U B R

E R B

A S

M A

R S

H A G

M O

C-508

EXISTING RIPRAP

KEY-IN TO

EXISTING RIPRAP

C-508

D R

A W

G S

T A

N S

E T

O E

W E

S -1

-B -0

E 50+00 TO E 60+00

C-508

SEE ROBERTS REACH PROFILES FOR TOP OF BERM ELEVATION5.

SEE SHEET C-508 FOR FILTER STONE TOE DETAIL4.

SEE SHEET C-508 FOR TOP OF EMBANKMENT AND SLOPE PROTECTION DETAIL3.

SEE SHEET C-508 FOR KEY-IN DETAIL2.

DEPTHS AND LIMITS TO BE DETERMINED BY COR.

EXISTING GROUND SURFACE ELEVATION. OVER-EXCAVATION

FILL WITHIN THE LIMITS OF THE OVER-EXCAVATION TO THE

FOOTPRINT. DISPOSE OFF SITE. BACKFILL WITH EMBANKMENT

EXCAVATE UNSATISFACTORY MATERIAL WITHIN THE EMBANKMENT 1.

NOTES:

A S -B

T A

S O

F A

U G

U S

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

Sheet

S O

A T

N N

LINE

EXISTING

SEEDING

4" TOPSOIL &

SEEDING

4" TOPSOIL &

TOP OF EMBANKMENT CONSTRUCTION GRADE

IMPERVIOUS FILL

SELECT IMPERVIOUS FILL

SEEDING

4" TOPSOIL &

LINE

GROUND

EXISTING

TOP OF EMBANKMENT CONSTRUCTION GRADE

SELECT IMPERVIOUS FILL

SEEDING

4" TOPSOIL &

LINE

GROUND

EXISTING

SAND DRAIN INSPECTION TRENCH

INSPECTION TRENCH

5ft ft

7ft ft

10ft

5ft

10ft ft ft

5.4ft

12" RIPRAP, 6" BEDDING

STRIP 12"

IMPERVIOUS FILL

20ft

SELECT IMPERVIOUS FILL

DITCH

RIPRAP

4" TOPSOIL & SEED

RANDOM FILL;

EL. VARIES

DITCH BOTTOM

EMBANKMENT

6" STRIPPING

LANDSIDE

EL. 1467.2

1V:5H

0 10 20 30 40 50 60 70 80 90-10-20-30-40-50-60-70-80-90

L C

CONTROL LINE

EMBANKMENT

EL. 1467.6

STATION G 33+00

G 128+30 TO G 128+80

G 123+60 TO G 124+60

G 109+80 TO G 112+95

G 105+40 TO G 107+00

G 103+00 TO G 104+00

G 32+80 TO G 33+50

G 4+00 TO G 4+50

TT TYPICAL SECTION

CS150

V D

V E

R T

A L C

O N

T R

O L D

A T

U M

G E

N O

R T

H D

A K

O T

A S

T A

T E P

L A

N E

N O

R T

H Z

O N

E U .S S

U R

V E

Y F

E E

H O

O N

T A

L C

O N

T R

O L S

Y S

T E

N A

C O

M B

E S

C A

L E F

A C

T O

C S

F .9

L C

CONTROL LINE

EMBANKMENT

1V :1 .5

EL. 1467.2

EL. 1465.2

LANDSIDE

EL. 1467.6

CONTROL LINE

EMBANKMENT

EL. 1467.2

LANDSIDE

EL. 1467.6

0 10 20 30 40 50 60 70 80 90-10-20-30-40-50-60-70-80-90

1V :2H

1V:2H

1V:2H 1V :2H

STATION G 10+50

STATION G 30+50

RR TYPICAL SECTION

CS148

C-507

EXISTING GROUND

C-507

C-508

FILTER STONE

SS TYPICAL SECTION

CS150

G 126+50 TO G 127+60

G 5+70 TO G 30+00

G 127+60 TO G 128+30

G 124+60 TO G 126+50

G 107+00 TO G 109+80

G 104+00 TO G 105+40

G 30+00 TO G 32+80

G 4+50 TO G 5+70

SEE SHEET C-508 FOR FILTER STONE TOE DETAIL4.

AND SLOPE PROTECTION DETAIL

SEE SHEET C-508 FOR TOP OF EMBANKMENT3.

SEE SHEET C-507 FOR KEY-IN DETAIL2.

DEPTHS AND LIMITS TO BE DETERMINED BY COR.

EXISTING GROUND SURFACE ELEVATION. OVER-EXCAVATION

FILL WITHIN THE LIMITS OF THE OVER-EXCAVATION TO THE

FOOTPRINT. DISPOSE OFF SITE. BACKFILL WITH EMBANKMENT

EXCAVATE UNSATISFACTORY MATERIAL WITHIN THE EMBANKMENT 1.

NOTES:

N S G

O G

W E

S -1

-B -0

D E

S L

A K

N O

R T

H D

A K

O T

D E

S L

A K

E S

U B R

E R B

A S

M A

R S

H A G

M O

S E

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

S T P

A U

N E

S O

T A

S T P

A U

L D

T R

ST. PAUL DISTRICT

D E

S L

A K

E C

Y E

M B

A N

K M

E N

T S P

H A

S E

D E

S L

A K

A N

S I

R C

G C

C-322

E M

B A

N K

M E

N T R

E T

Y P

A L S

E C

N S

50 60 70 80 90

FLOW

TYPICAL SECTION

AND G18+30 TO G21+00 RT

G 8+20 TO G 9+60 RT; G12+25 TO G16+90 RT;

RANDOM FILL TYPICAL, EAST END DITCHING

D L

C E

C -3

-A .d g n

A S -B

T A

S O

F A

U G

U S

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

Sheet

S O

A T

N N

G-001

G-002

G-003

G-004

CS101

CS102

CS103

CS104

CS105

CS501

CS601

CS602

DLFSR_REFERENCES_HALF.pdf

EROSION CONTROL

DLCEP2B_C-301

DLCEP2B_C-303

DLCEP2B_C-304

DLCEP3_C-305

DLCEP3_C-319

DLCEP3_C-322

File details come from the government source that posted it. Updated Nov 14, 2017.