09_Drawings_21-030_for_bid_14Oct21_MW_OELRICH_signed.pdf

© 2020 Microsoft Corporation © 2020 Maxar ©CNES (2020) Distribution Airbus DS

ARROWWOOD NATIONAL

WILDLIFE REFUGE

ARROWWOOD NATIONAL

WILDLIFE REFUGE

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FU

GE

B

OU

ND

AR

Y

COULEE

LEVEE

BISMARK

MELVILLE 9

0 200 500 1000 1500 Scale in Feet

LOCATION MAP

STATE MAP

(N.T.S.)

FISH AND WILDLIFE SERVICE

UNITED STATES DEPARTMENT OF THE INTERIOR

REGION 6 ENGINEERING - DENVER, COLORADO

DESIGNED:

DATE:

DRAWN:

DRAWING NO. SHEET 1 OF

CHECKED:

VICINITY MAP

NO SCALE

APPROVAL SIGNATURES

ANY PRINT ACCOMPANYING THIS INVITATION TO BID MAY BE A REDUCED

REPRODUCTION OF THE WORKING DRAWINGS. IF LINE BELOW DOES NOT

MEASURE SIX INCHES IN LENGTH, THE INDICATED SCALES ARE TO BE

ADJUSTED ACCORDINGLY.

NOTE TO BIDDERS:

REGIONAL ENGINEER

ASS'T. REGIONAL DIR.

DATE

PROGRAM SUPERVISOR

FACILITIES

SAFETY/IND HYGIENIST

CULTURAL RESOURCES

DATE

DATE

DATE

DATE

DATE

ARROWWOOD

NATIONAL WILDLIFE REFUGE

STUTSMAN COUNTY NORTH DAKOTA

ARROWWOOD COULEE LEVEE REPAIR

LOCATION MAPS AND

DRAWING INDEX

TSS SAA GP

01/12/21 6R-ND-167-19-031 11

ARROWWOOD COULEE LEVEE REPAIR

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DRAWING INDEX

SHEET

NUMBER SHEET TITLE

1 LOCATION MAPS AND DRAWING INDEX

2 ABBREVIATIONS, LEGEND, AND SITE ACCESS

3 PLAN OF EXISTING CONDITIONS

4 GENERAL PLAN OF MODIFICATIONS

5 LEVEE EXCAVATION SECTIONS

6 LEVEE - PLAN AND PROFILE

7 LEVEE - SECTIONS

8 SPILLWAY PROFILE AND SECTIONS

9 SPILLWAY CREST DETAILS

10 CULVERT DETAILS

11 SITE RECLAMATION

FARGO

ARROWWOOD

LAKE

FISH AND WILDLIFE PROJECT NO. 19-031

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NORTH DAKOTA

PE-28811

TODD S.

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PROFESS IONAL

DATE 2/4/2021

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FISH AND WILDLIFE

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SERVICE

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U.S. FISH & WILDLIFE SERVICE

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SERVICE

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FISH AND WILDLIFE

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EXISTING

BREACH

LOCATION

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A

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S

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AD

S2

A S2

INDICATES CROSS SECTION LOCATION. "A"

REFERS TO CROSS SECTION DESIGNATION. THE

NUMBER "S2" REFERS TO THE SHEET NUMBER

WHERE THE SECTION IS SHOWN.

INDICATES DETAIL LOCATION. THE NUMBER 6

REFERS TO THE DETAIL DESIGNATION. THE

NUMBER S2 REFERS TO THE SHEET NUMBER

WHERE THE DETAIL IS SHOWN.

CENTERLINE

MAJOR 5 FT CONTOUR INTERVAL

WITH ELEVATION IN FEET

MINOR 1 FT CONTOUR INTERVAL

NEW CONCRETE

NATURAL GROUND

STEEL

NORTH ARROW

CONTROL

POINT/MONUMENT

BEDROCK

CUT SLOPE

FILL SLOPE

STRUCTURAL

SLOPE

LEGEND

PROPERTY BOUNDARY

APPROX. WATER OR WETLANDS LIMITS

A.B. = ANCHOR BOLT

ACB = ARTICULATED CONCRETE BLOCKS

ADDL = ADDITIONAL

APPROX. = APPROXIMATELY

B.O.H. = BOTTOM OF HOLE

BF = BOTTOM FACE

BL = BOTTOM LAYER

BM = BENCHMARK

BR = BOTTOM ROW

BTWN = BETWEEN

CFS = CUBIC FEET PER SECOND

CI = CAST IRON

CJ = CONSTRUCTION JOINT

CLR. = CLEAR

CMP = CORRUGATED METAL PIPE

CMU = CONCRETE MASONRY UNIT

CONC. = CONCRETE

CP = CONTROL POINT

CRJ = CONTROL JOINT

CTJ = CONTRACTION JOINT

CTR. = CENTER OR CENTERS

℄ = CENTERLINE

D = NORMAL DIAMETER OF

DI = DUCTILE IRON

DIPS = DUCTILE IRON PIPE SIZE

DR = DIMENSION RATIO

D/S = DOWNSTREAM

db = NOMINAL DIAMETER

DIA. = DIAMETER

DEMO = DEMOLISH

DET. = DETAIL

DIAG. = DIAGONAL

DWG. = DRAWING

DWL. = DOWEL

E. = EASTING

EA. = EACH

EC = EACH CORNER LENGTHS OF BARS

EF = EACH FACE

EJ = EXPANSION JOINT

EL = ELEVATION (IN FEET)

ELL = HDPE ELBOW

EMBED = EMBEDDED/EMBEDMENT

EQ. SPC. = EQUALLY SPACED OR EQUAL

SPACES

ER = EACH ROW

ES = EACH SIDE

EW = EACH WAY

EXIST. = EXISTING

F.G. = FINAL GRADE

FF = FAR FACE

FLG = FLANGE

FR = FAR ROW

FS = FAR SIDE REINFORCING BAR

EL. = FOOTING

GA = GAUGE

GALV. = GALVANIZED

GR. = GRADE

GRP = GLASSFIBER REINFORCED PLASTICS

H = HORIZONTAL

HDPE = HIGH DENSITY POLYETHYLENE

H.R. = HAND RAIL

HK. = HOOK

HSS = HOLLOW STRUCTURAL SECTION

I.D. = INSIDE DIAMETER

IF = INSIDE FACE

INV. = INVERT

IR = INSIDE ROW

Ld = DEVELOPMENT LENGTH

LCD = LEFT CHIMNEY DRAIN

LLV = LONG LEG VERTICAL

LOD = LEFT OUTLET DRAIN

LTD = LEFT TOE DRAIN

MAX. = MAXIMUM

MFR. = MANUFACTURER

MIN. = MINIMUM

MJ = MECHANICAL JOINT

ML = MIDDLE LAYER

MP = MONITORING POINT

MR = MIDDLE ROW

N. = NORTHING OR NORTH

NO. = NUMBER

NAVD = NORTH AMERICAN VERTICAL DATUM

NGVD = NATIONAL GEODETIC VERTICAL

DATUM

NHWL = NORMAL HIGH WATER LINE

N.T.S. = NOT TO SCALE

NF = NEAR FACE

NR = NEAR ROW EQ.

NS = NEAR SIDE

O.C. = ON CENTER

O.D. = OUTSIDE DIAMETER

O.H.P. = OVER HEAD POWER

OF = OUTSIDE FACE

OPP = OPPOSITE

OR = OUTSIDE ROW

PC = POINT OF CURVATURE

P.D. = PLAIN DOWELS

P.I. = POINT OF INTERSECTION

P.R.C. = POINT OF REVERSE CURVATURE

PT = POINT OF TANGENCY

PE = PLAIN END

⅊ = PLATE

PLCS = PLACES

PROJ = PROJECTION

PVC = POLY VINYL CHLORIDE

R = RADIUS

RCD = RIGHT CHIMNEY DRAIN

REQD = REQUIRED

REINF. = REINFORCEMENT

ROD = RIGHT OUTLET DRAIN

RSP = RIVETED STEEL PIPE

RTD = RIGHT TOE DRAIN

S = SLOPE

SCH. = SCHEDULE

SDR = STANDARD DIMENSION RATIO

SECT. = SECTION

SEO = COLORADO DIVISION OF WATER

RESOURCES, OFFICE OF THE STATE

ENGINEER

SIM. = SIMILAR

SPC. = SPACE OR SPACES

SPY. = SPILLWAY

SQ. = SQUARE

SS = STAINLESS STEEL

STA. = STATION

STD = STANDARD

STL. = STEEL

SYM. = SYMMETRICAL

T.&B. = TOP AND BOTTOM

T.O. = TOP OF

T.O.W. = TOP OF WALL

TF = TOP FACE

THK = THICK

THRD = THREADED

TL = TOP LAYER

TR = TOP ROW OF REINFORCING BAR

TYP. = TYPICAL

U.N.O. = UNLESS NOTED OTHERWISE

U/S = UPSTREAM

UV = UNIFORMLY VARYING

V = VERTICAL

VCP = VITRIFIED CLAY PIPE

W = WIDE FLANGE STRUCTURAL BEAM

W/ = WITH

W/O = WITHOUT

WP = WORK POINT

W.S. = WATER SURFACE

W.S.A. = WATER STOP TYPE A

WSP = WELDED STEEL PIPE

WTP = WATER TREATMENT PLANT

DESIGNED DRAWN CHECKED DATE DRAWING NO. SHEET

SUB-SHEETARROWWOOD

ARROWWOOD COULEE LEVEE REPAIR

TSS SAA GP 01/12/21 6R-ND-167-19-031 2 11

ABBREVIATIONS, LEGEND, AND SITE ACCESS G2

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ABBREVIATIONS

ARROWWOOD

LAKE

ARROWWOOD

COULEE LEVEE

0 100 200 400 600 Scale in Feet

SURVEY LIMITS

STAGING AND

STOCKPILE

(NOTE 1)

ACCESS SITE

FROM NORTH

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PE-28811

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REFUGE

HEADQUARTERS

EMBANKMENT

BACKFILL

SOIL FILLED

RIPRAP

EROSION CONTROL

BLANKET

NOTES:

1. STAGING AND STOCKPILE LOCATION AND LIMITS

TO BE CONFIRMEDBY STATION MANAGER

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OF

B2 B3

B1

B4

CONTROL POINT TABLE

PT NO.

NORTHING

597790.39

597207.80

598259.20

598656.90

598993.70

598848.17

598042.16

EASTING

2379535.77

2378504.05

2379838.38

2379725.88

2379445.26

2379889.83

2378488.84

ELEVATION

1508.50

1529.96

1472.33

1444.87

1468.17

1444.06

1461.51

0 30 60 120 180 Scale in Feet

DESIGNED DRAWN CHECKED DATE DRAWING NO. SHEET

OF

SUB-SHEETARROWWOOD

ARROWWOOD COULEE LEVEE REPAIR

TSS SAA GP 01/12/21 6R-ND-167-19-031 3 11

PLAN OF EXISTING CONDITIONS G3

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SURVEY NOTES:

1. TOPOGRAPHIC SURVEY DATA WAS COLLECTED BY SURVEYING AND

MAPPING, INC. ON JULY 17, 2020

2. HORIZONTAL PROJECT COORDINATES ARE NORTH DAKOTA STATE

PLANE SOUTH, NORTH AMERICAN DATUM 1983 (NAD 83). THE

GEODETIC NETWORK WAS TIED TO CONTINUOUSLY OPERATING

REFERENCE STATIONS.

3. PROJECT VERTICAL CONTROL IS BASED ON NORTH AMERICAN

VERTICAL DATUM 1988 (NAVD 88).

4. SOIL BORINGS COMPLETED BY TERRACON CONSULTANTS INC. ON

JULY 17, 2020. SURVEY LIMITS

ARROWWOOD COULEE

ARROWWOOD

COULEE LEVEE

ACCESS

ROAD

24" CMP U/S INV. 1446.58

24" CMP U/S INV. 1446.12

24" CMP U/S INV. 1446.10

24" CMP D/S INV. 1445.98

24" CMP D/S INV. 1445.46

24" CMP D/S INV. 1445.86

POND

CONTROL

POINT (TYP.)

EDGE OF WATER

ARROWWOOD

COULEE LEVEE

LEGEND

CONTROL POINT

SOIL BORING

TREE OR BRUSH COVER

TO CP1

290' SOUTH

TO CP2

1,680' SOUTH

FLOW

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0+00

1+00

2+00

3+00

4+00

5+00

6+00

7+00

8+00

DESIGNED DRAWN CHECKED DATE DRAWING NO. SHEET

OF

SUB-SHEETARROWWOOD

ARROWWOOD COULEE LEVEE REPAIR

TSS SAA GP 01/12/21 6R-ND-167-19-031 4 11

GENERAL PLAN OF MODIFICATIONS C1

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SURVEY LIMITS

ARROWWOOD

COULEE

ARROWWOOD

COULEE LEVEE

(CREST EL. 1451.0)

ACCESS

ROAD

REMOVE EXISTING

24" CMP CULVERTS

ARROWWOOD COULEE

LEVEE SPILLWAY

INV. EL. 4148.0

5 - 48" DIA. CMP CULVERTS

W/ STEEL MULTIPLE INLET

END SECTION

NORMAL

WSEL 1445

FLOW

SOIL FILLED

GEOCELL

SOIL FILLED

RIPRAP (TYP.)

0 30 60 120 180 Scale in Feet

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PE-28811

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FLOW

SOIL FILLED

GEOCELL

CLIN 20

CLIN 10

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N (F

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EL

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N (F

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0+52

0.0 20.0 40.0 60.0 80.00.0-20.0-40.0-60.0-80.0

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1+00

0.0 20.0 40.0 60.00.0-20.0-40.0-60.0

EL

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EL

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N (F

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3+75 4+00 4+75

DESIGNED DRAWN CHECKED DATE DRAWING NO. SHEET

OF

SUB-SHEETARROWWOOD

ARROWWOOD COULEE LEVEE REPAIR

TSS SAA GP 01/12/21 6R-ND-167-19-031 5 11

LEVEE EXCAVATION SECTIONS C2

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PRE-CONSTRUCTION

GROUND SURFACE

TYPICAL SECTION

SPILLWAY CREST EXCAVATION

C2 A

TYPICAL SECTION

SPILLWAY BASIN EXCAVATION

C2 B

EXCAVATION LIMITSEL. 1447.5

10% 10%

PRE-CONSTRUCTION

GROUND SURFACE

EXCAVATION LIMITS

EL. VARIES MATCHING

CULVERTS

EXCAVATION LIMITS

EL. VARIES MATCHING

CULVERTS

TYPICAL SECTION

CMP CULVERTS EXCAVATION

C2 C

EXCAVATION LIMITS

EL. 1441.5

PRE-CONSTRUCTION

GROUND SURFACE

10.0' 10.0'

80.0'

75.2'

38.0' 5.0'

48" CMP CULVERTS

MIN. 6" STRIPPING

(NOTE 1)

NOTES:

1. REMOVE ALL LOOSE MATERIAL, ORGANIC MATERIAL,

AND +6" COBBLE FROM BREACH AREA.

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1+

2+

3+

4+

5+ 00 6+

-3 .0

H :1

V -3

.0 H

:1 V

-3 .0

H :1

V -3

.0 H

:1 V

-10.0% -10.0%

0+00 S

1+00 S

1+40 S

-3.0H:1V

-4 .0

H :1

V

-3.0H:1V -3.0H:1V

-4 .0

H :1

V

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PROFILE VIEW OF Coulee Levee Alignment

0+50 1+00 2+00 3+00 4+00 5+00 6+00 6+50

PROJECT CONTROL POINT TABLE

PT NO.

NORTHING

598812.02

598808.33

598734.50

598730.80

598820.95

598813.56

598749.24

598741.84

598538.99

598547.65

EASTING

2379514.96

2379500.42

2379534.69

2379520.15

2379562.22

2379533.14

2379580.46

2379551.39

2379578.93

2379601.88

ELEVATION

1448.00

1448.00

1448.00

1448.00

1442.00

1442.00

1442.00

1442.00

1449.43

1447.28

0 10 20 40 60 Scale in Feet

DESIGNED DRAWN CHECKED DATE DRAWING NO. SHEET

OF

SUB-SHEETARROWWOOD

ARROWWOOD COULEE LEVEE REPAIR

TSS SAA GP 01/12/21 6R-ND-167-19-031 6 11

LEVEE - PLAN AND PROFILE C3

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PRE-CONSTRUCTION

GROUND SURFACE

LEVEE CREST

EL. 1451.0

5 - 48" DIA. CMP CULVERTS

INV. EL. 1445

FL

OW

WSEL 1445

OVERFLOW SPILLWAY

EL. 1448.0

80.0'

15.0'

LEVEE CREST

EL. 4151.0

SOIL FILLED

GEOCELL

5.0' (TYP.)

5 - 48" DIA. CMP CULVERTS

W/ MULTIPLE INLET END

SECTIONS

SOIL FILLED

GEOCELL

A C4

B C4

C C5

D C5

C7

U/S CULVERT APRON

(DWG. C7)

D/S CULVERT APRON

(DWG. C7)

EMBANKMENT

FILL

NOTES:

1. CONFORM RIPRAP TO NATURAL TOPOGRAPHY AT

TRANSITION FROM RIPRAP APRON TO CHANNEL.

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PE-28811

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SOIL FILLED

GEOCELL

SOIL FILLED

GEOCELL

SOIL FILLED RIPRAP

(NOTE 1)CLIN 20

AT

IO

N (F

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T)

EL

EV

AT

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N (F

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3+75

0.020.0 0.0 -20.0

EL

EV

AT

IO

N (F

EE

T)

EL

EV

AT

IO

N (F

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T)

4+14

0.020.040.060.0 0.0 -20.0 -40.0 -60.0 -80.0 -100.0 -120.0

DESIGNED DRAWN CHECKED DATE DRAWING NO. SHEET

OF

SUB-SHEETARROWWOOD

ARROWWOOD COULEE LEVEE REPAIR

TSS SAA GP 01/12/21 6R-ND-167-19-031 7 11

LEVEE - SECTIONS C4

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15.0'

15.0'

PRE-CONSTRUCTION

GROUND SURFACE

PRE-CONSTRUCTION

GROUND SURFACE

48" DIA. CMP CULVERT

INV. EL. 1445.0

≈10%

CREST EL. 1451.0

CREST EL. 1451.0

18" D50 SOIL FILLED RIPRAP

OVER 9" BEDDING (TYP.)

TYPICAL SECTION

LEVEE EMBANKMENT

C3 A

TYPICAL SECTION

CMP CULVERTS

C3 B

24.0'16.0'20.0'

EMBANKMENT FILL

EMBANKMENT FILL

MIN. 6" STRIPPING

MIN. 6" STRIPPING

(NOTE 1)

1 4

48" MULTIPLE INLET

END SECTION (TYP.)

EXCAVATION LIMITS

36"

54"

EL. 1444.0 INV. EL. 1443.0 EL. 1443.01

EL. 1441.0

NOTES:

1. REMOVE ALL LOOSE MATERIAL, ORGANIC MATERIAL,

AND +6" COBBLE FROM BREACH AREA.

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SOIL FILLED

GEOCELL

2.8'

AT

IO

N (F

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T)

EL

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AT

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N (F

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T)

0+35

0.0 20.0 40.0 60.00.0-20.0-40.0-60.0

EL

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AT

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N (F

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T)

EL

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AT

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N (F

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Profile View of SPILLWAY ALIGNMENT

0+00 S 1+00 S 1+40 S

EL

EV

AT

IO

N (F

EE

T)

EL

EV

AT

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N (F

EE

T)

1+00

0.0 20.0 40.0 60.00.0-20.0-40.0-60.0

DESIGNED DRAWN CHECKED DATE DRAWING NO. SHEET

OF

SUB-SHEETARROWWOOD

ARROWWOOD COULEE LEVEE REPAIR

TSS SAA GP 01/12/21 6R-ND-167-19-031 8 11

SPILLWAY PROFILE AND SECTIONS C5

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PRE-CONSTRUCTION

GROUND SURFACE

80.0'

SPILLWAY CREST

EL. 1448.0 (BEYOND)

15.0'

10.0'

30.0'

SPILLWAY CREST

EL. 1448.0

SOIL FILLED

GEOCELL (TYP.)

PRE-CONSTRUCTION

GROUND SURFACE

LEVEE CREST

(BEYOND)

PRE-CONSTRUCTION

GROUND SURFACE

SPILLWAY BASIN CREST

80.0' (BEYOND)

TYPICAL SECTION

U/S SPILLWAY TOE

C3 C

TYPICAL SECTION

D/S SPILLWAY TOE

C3 D

EXCAVATION LIMIT

EXCAVATION LIMIT

EXCAVATION

LIMIT

EL. 1446.0

BERM (TYP.) 5.0'

74.0'

EL. 1443.0

10.0'

EL. 1445.0

EL. 1442.0

EL. 1442.0

EL. 1445.0

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NORTH DAKOTA

PE-28811

TODD S.

STREET

ENG

INEER

PROFESS IONAL

DATE 2/4/2021

48" MIN.1

24" MIN.

C6

C6

C6

C6

SOIL FILLED

GEOCELL (TYP.)

SOIL FILLED

GEOCELL (TYP.)

EMBANKMENT FILL

MIN. 6" STRIPPING

(NOTE 1)

NOTE:

1. REMOVE A MINIMUM OF UPPER 6 INCHES OF TOPSOIL TO CREATE

FIRM UNYIELDING SURFACE FOR PLACEMENT OF GEOCELL. WHERE

NECESSARY, REMOVE SATURATED OR SOFT SUBGRADE MATERIALS

AND REPLACE WITH EMBANKMENT FILL.

MIN. 6" STRIPPING

(NOTE 1)

MIN. 6" STRIPPING

(NOTE 1)

EXCAVATION

LIMIT (TYP.)

EXCAVATION

LIMIT (TYP.)

EXCAVATION

LIMIT (TYP.)

EMBANKMENT

FILL

ANCHOR INSTALLATION - NO TENDONS

STEPS:

1. POSITION ANCHOR NEXT TO UP SLOPE CELL WALL.

2. DRIVE ANCHOR INTO THE GROUND UNTIL ARM OF STAKE CLIP IS ABOVE CELL WALL.

3. ENGAGE ARM OF CLIP TO CELL WALL AND DRIVE UNTIL TIGHT.

4. ANCHORS SHOULD BE PLACED IN A 3 FOOT BY 3 FOOT STAKING PATTERN.

ANCHOR DETAIL

SECTION

KEY CONNECTION AT

INTERLEAF CONNECTION

ANCHOR ARMS OVER

CELL WALL(TYP)

TYPICAL ANCHOR SYSTEM TYPICAL TENDON CLIP AND TENDON SYSTEM

STAKE CLIP

CONNECTED TO

REBAR

NO. 4 REBAR

ANCHOR DETAIL

3.0' TYP.

18"

18"

DESIGNED DRAWN CHECKED DATE DRAWING NO. SHEET

OF

SUB-SHEETARROWWOOD

ARROWWOOD COULEE LEVEE REPAIR

TSS SAA GP 01/12/21 6R-ND-167-19-031 9 11

SPILLWAY CREST DETAILS C6

R:

\1

0\

\1

2.

.0 0_

Ar ro w w oo d_

Le ve e\

_D ra w in gs \C

AD

F ile s\

IF

B\

Sh ee tF ile s\

-0

0-

-2

8:

am

S co tt X

RE

FS

: T

SS

_s ta m p_

ND

T

SS

_s ig

SOIL FILLED

GEOCELL

18" D50 SOIL FILLED

RIPRAP (NOTE 1)

9" RIPRAP BEDDING

TYPICAL DETAIL

SOIL RIPRAP 2

0 1 2 4 6 Scale in Feet

TYPICAL DETAIL

GEOCELL ANCHOR TRENCH

C5

0 1 2 1 2 3

Scale in Feet

36"

NOTES:

1. SOIL RIPRAP SHALL CONSIST OF UNIFORM MIXTURE OF SOIL AND RIPRAP,

WITHOUT VOIDS, MIXED AT 65% RIPRAP, 35% SOIL BY VOLUME.

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NORTH DAKOTA

PE-28811

TODD S.

STREET

ENG

INEER

PROFESS IONAL

DATE 2/4/2021

24" MIN.

24" MIN.

EMBANKMENT

FILL

18"

ANCHOR

(TYP.)

EXCAVATION

LIMIT

-3 .0

H :1

V

-3 .0

H :1

V

-2 .0

H :1

V

-2.0H:1V

-2.0H:1V

-2.0H:1V

-4 .0

H :1

V

-2.0H:1V

-2 .0

H :1

V

144014

-3 .0

H :1

V

-2.0H:1V

-4 .0

H :1

V

1446 14

DESIGNED DRAWN CHECKED DATE DRAWING NO. SHEET

OF

SUB-SHEETARROWWOOD

ARROWWOOD COULEE LEVEE REPAIR

TSS SAA GP 01/12/21 6R-ND-167-19-031 10 11

CULVERT DETAILS C7

R:

\1

0\

\1

2.

.0 0_

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AD

F ile s\

IF

B\

Sh ee tF ile s\

-0

0-

-2

8:

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S co tt X

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: T

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TYPICAL DETAIL

CMP CULVERT PLACEMENT

C3

0 1 2 4 6 Scale in Feet

48" DIA. CMP

CULVERT

48" DIA. CMP

CULVERT

6.0'

EMBANKMENT

FILL

2.0'

LEVEE CREST

EL. 1451.0

BACKFILL CONCRETE

(NOTE 1)

U/S CMP INV. EL. 1445±

34.0'

24.0'

16.0'

62.0'

2.0'1

36"

18" D50 SOIL FILLED

RIPRAP OVER 9" BEDDING

CMP INV. EL. 1443.0

LEVEE CREST

EL. 1451.0

TYPICAL SECTION

D/S CMP CULVERT END

C7 A

0 1 2 4 6 Scale in Feet

MULTIPLE INLET

END SECTION

A C7

LIMITS OF RIPRAP

EXCAVATION

LIMIT

NOTES:

1. CULVERTS SHALL BE SECURED AGAINST FLOTATION DURING

PLACEMENT OF BACKFILL CONCRETE.

2. CONFORM RIPRAP TO NATURAL TOPOGRAPHY AT TRANSITION FROM

RIPRAP APRON TO CHANNEL.

0 5 10 20 30 Scale in Feet

PLAN OF D/S CULVERT APRON

FL

O

W

2.0'

LOW FLOW CHANNEL

BASIN INV. EL. 1441.0

18"

0 5 10 15 Scale in Feet

PLAN OF U/S CULVERT APRON

FL

O

W

20.0'

SOIL FILLED

GEOCELL

34.0'

40.0'

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NORTH DAKOTA

PE-28811

TODD S.

STREET

ENG

INEER

PROFESS IONAL

DATE 2/4/2021

SOIL FILLED

RIPRAP (NOTE 2)

1+

2+

3+

4+

5+ 00 6+

-3 .0

H :1

V -3

.0 H

:1 V

-3 .0

H :1

V -3

.0 H

:1 V

-10.0% -10.0%

-3.0H:1V

-4 .0

H :1

V

-3.0H:1V -3.0H:1V

-4 .0

H :1

V

0 10 20 40 60 Scale in Feet

DESIGNED DRAWN CHECKED DATE DRAWING NO. SHEET

OF

SUB-SHEETARROWWOOD

ARROWWOOD COULEE LEVEE REPAIR

TSS SAA GP 01/12/21 6R-ND-167-19-031 11 11

SITE RECLAMATION C8

R:

\1

0\

\1

2.

.0 0_

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Le ve e\

_D ra w in gs \C

AD

F ile s\

IF

B\

Sh ee tF ile s\

-0

0-

-2

8:

am

S co tt X

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: T

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_s ta m p_

ND

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_s ig

FL

OW

15.0'

LEVEE CREST

EL. 4151.0

5 - 48" DIA. CMP CULVERTS

W/ MULTIPLE INLET END

SECTIONS

EROSION CONTROL

BLANKET (TYP.)

SOIL FILLED RIPRAP

NOT SHOWN FOP

CLARITY

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NORTH DAKOTA

PE-28811

TODD S.

STREET

ENG

INEER

PROFESS IONAL

DATE 2/4/2021

EROSION CONTROL

BLANKET (TYP.)