Back_Check_Coolee_Dwgs.pdf

PDF 30 MB Posted Aug 20, 2018

Attached to: Coulee Access Road Federal contract opportunity
Solicitation number: W9128F18Q0094
Issued by: Department of the Army Corps of Engineers Engineering District Omaha

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File	Type	Posted
Coulee_Access_Contract_Pre-Bid_Meeting.pdf	PDF	Sep 5, 2018
RESPONSES_TO_QUESTION_RFQ_W9128F18Q0094.pdf	PDF	Sep 5, 2018
Amendment_0002_Correction.pdf	PDF	Aug 21, 2018
Amd_0001_W9128F18Q0094,_Pipestem_Access_Rd.pdf	PDF	Aug 21, 2018
Bid_Schedule_and_Specifications.pdf	PDF	Aug 20, 2018
W9128F18Q0094,_Pipestem_Access_Rd.pdf	PDF	Aug 20, 2018

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NUMBER

IDENTIFICATION

SHEET

®of Engineers

US Army Corps

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%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%

%PRODUCTION DATA 1%

F of Engineers

US Army Corps

Omaha District

JAMESTOWN, NORTH DAKOTA

PIPESTEM DAM AND RESERVOIR

RIGHT ABUTMENT COULEE ACCESS ROAD

Omaha District of Engineers

US Army Corps

SUBMITTED BY:

CHIEF:

SUBMITTED BY:

CHIEF:

SUBMITTED BY:

CHIEF:

SUBMITTED BY:

CHIEF:

SUBMITTED BY:

CHIEF:

SUBMITTED BY:

CHIEF:

SUBMITTED BY:

CHIEF:

SUBMITTED BY:

SECTION

CADD

PROJECT COORD.

DATE

CHIEF, DESIGN BRANCH

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION AND APPROVAL OF DRAWINGS IN THIS SET.

ENGINEERING DIVISION, P.E.

CHIEF,

EMPLOYMENT AS REQUIRED BY ER 1110-1-8152

AND REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR

THIS PROJECT WAS DESIGNED BY THE OMAHA DISTRICT OF THE US ARMY CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES

ENGINEERING & SCIENCES BRANCH

CHIEF, GEOTECHNICAL

ENGINEERING BRANCH

CHIEF, HYDROLOGIC

FUELS

ARCH. / INTER.

ELEC.

MECH.

CIVIL / ENVIR.

STRUCT.

DATECHIEF, DAM SAFETY PROD.

CENTER

GEOT./ DAM SAFETY

GI-001

C O

V E

R S

H E

E T

SOLICITATION NO.: W9128F18Q0094

CONTRACT NO.:

ISSUE DATE: 15 AUGUST 2018

A T

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US Army Corps

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GI002

E X

SHEET SEQUENCE NUMBER

w/ Level 2 Designator

DISCIPLINE DESIGNATOR

M - 2 0 1

2. DISCIPLINE DESIGNATORS:1. SHEET IDENTIFICATION NUMBERS:

RESOURCE

TELECOMMUNICATIONS

ELECTRICAL

MECHANICAL

PROCESS

PLUMBING

FIRE PROTECTION

EQUIPMENT

INTERIORS

ARCHITECTURAL

STRUCTURAL

LANDSCAPE

CIVIL

GEOTECHNICAL

SURVEY / MAPPING

HAZARDOUS MATERIALS

GENERAL

Designator)

RELEASE 3.0 for Level 2

(see A/E/C CADD STANDARD

INDEX LEGEND:

SHEET TYPE DESIGNATOR

3. SHEET TYPE DESIGNATORS:

FOR INFORMATION ONLY

3D REPRESENTATIONS

USER DEFINED

SCHEDULES & DIAGRAMS

DETAILS

LARGE-SCALE VIEWS

SECTIONS

ELEVATIONS

PLANS

GENERAL

INDEX

CIVIL

FOR INFORMATION ONLY

EXISTING COULEE SUBDRAIN - MANHOLE AND RISER DETAILS (FOR INFORMATION ONLY)G-F03PD06_G-F03.DGN

EXISTING COULEE SUBDRAIN - SECTIONS AND DETAILS (FOR INFORMATION ONLY)G-F02PD06_G-F02.DGN

EXISTING COULEE SUBDRAIN - PLAN AND PROFILE (FOR INFORMATION ONLY)G-F01PD06_G-F01.DGN

TYPICAL DETAILS (SHEET 2 OF 2)C-502PD06_C-502.DGN

TYPICAL DETAILS (SHEET 1 OF 2)C-501PD06_C-501.DGN

SECTIONS - STATIONS 14+00 & 14+45C-311PD06_C-311.DGN

SECTIONS - STATIONS 12+90 & 13+00C-310PD06_C-310.DGN

SECTIONS - STATIONS 11+00 & 12+00C-309PD06_C-309.DGN

SECTIONS - STATIONS 9+75 & 10+00C-308PD06_C-308.DGN

SECTIONS - STATIONS 8+00 & 9+00C-307PD06_C-307.DGN

SECTIONS - STATIONS 6+50 & 7+00C-306PD06_C-306.DGN

SECTIONS - STATIONS 5+00 & 6+00C-305PD06_C-305.DGN

SECTIONS - STATIONS 4+00 & 4+40C-304PD06_C-304.DGN

SECTIONS - STATIONS 2+00 & 3+00C-303PD06_C-303.DGN

SECTIONS - STATIONS 0+00 & 1+00C-302PD06_C-302.DGN

TYPICAL SECTIONSC-301PD06_C-301.DGN

PLAN AND PROFILE - STATION 10+80 TO 14+45C-204PD06_C0204.DGN

PLAN AND PROFILE - STATION 6+40 TO 10+80C-203PD06_C-203.DGN

PLAN AND PROFILE - STATION 2+70 TO 6+40C-202PD06_C-202.DGN

PLAN AND PROFILE - STATION 0+00 TO 2+70C-201PD06_C-201.DGN

GRADING PLAN - STATION 10+80 TO 14+45C-104PD06_C-104.DGN

GRADING PLAN - STATION 6+40 TO 10+80C-103PD06_C-103.DGN

GRADING PLAN - STATION 2+70 TO 6+40C-102PD06_C-102.DGN

GRADING PLAN - STATION 0+00 TO 2+70C-101PD06_C-101.DGN

EXISTING CONDITIONSG-004PD06_G-004.DGN

SITE PLANG-003PD06_G-003.DGN

VICINITY MAPG-002PD06_G-002.DGN

LOCATION MAPG-001PD06_G-001.DGN

INDEXGI002PD06_GI002.DGN

COVER SHEET--------PD06_GI001.DGN

DESCRIPTIONSHEET NUMBERDESIGN FILE

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LOCATION

PROJECT

Y M

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NO SCALE

VICINITY MAP

PROJECT LOCATION

ACCESS TO

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14301430

14351435

1435 1435 1435

1440144

1440 1440

14401

1445 1445

1445 1445 1445 1445

1445 1

1445 1445

1450 1450

1455 1455

1460 146

14651465

1470 1

147014701470

14701470

1475 1475

0 14

1480 1480 1480

1480 1480

1485 1485

14851485 148514851485

1485 1485

1490 1490

149014901490149014901490

1495 1495 1495 1495

1495 1495 1495

51495

1495 1495 1495 1495

150015001500

1500 1500 1500 1500 1500

1505150515051505 150515051505

1505 1505 1505 1505 1505 1505

0 1510

1+00

2+00

3+00

4+00

5+00

1+50

2+50

3+5

4+50

5+50

G-003

RAILROAD UNPAVED ROAD

ASPHALT ROAD

PIPESTEM LAKE

SPILLWAY

D A

M C

R E S T R

O A

E S

T E

M C

R E

E K

E S T E

M C

R E E K

AREA

STAGING

HAUL ROUTE

32ND ST SE

OFFICE

PROJECT

STRUCTURE

INTAKE

SCALE: 1" = 280'

0 280'280' 140'

E P

L A

LOCATION

PROJECT

WASTE AREA

STOCKPILE AND

SITE PLAN

LEGEND

DESCR.: BRASS DISC

ELEV.: 1505.1421

E: 2402630.812 N: 475382.297

CONTROL POINT PS-3

CONTRACTORS EXPENSE.

EXISTING STRUCTURES SHALL BE REPAIRED AT THE

ACCORDANCE WITH THE SPECIFICATIONS. ANY DAMAGE TO

COMPACTED USING HAND TAMPING EQUIPMENT IN

COULEE SUBDRAIN MANHOLES SHALL BE PLACED AND

PROTECTED AT ALL TIMES. FILL PLACED AROUND EXISTING

SYSTEM, INCLUDING MANHOLES AND RISERS, SHALL BE

COLLECTION SYSTEM AND COULEE SUDRAIN COLLECTION

8. THE EXISTING PIEZOMETERS, RELIEF WELLS, RELIEF WELL

SPECIFICATIONS FOR FURTHER REQUIREMENTS.

ABUTMENT COULEE ACCESS ROAD CONSTRUCTION. SEE

7. CONTRACTOR SHALL OBTAIN OFF SITE BORROW FOR RIGHT

REQUIRED BY THE COR AT THE CONTRACTORS EXPENSE.

OTHER CONSTRUCTION ACTIVITIES SHALL BE REPAIRED AS

ALL SUCH ROADS UTILIZED AS HAUL ROUTES OR FOR

WORK AND PRIOR TO CONSTRUCTION DEMOBILIZATION,

RIGHT-OF-WAY ROADS. AT THE COMPLETION OF THE

ALL EXISTING ACCESS ROADS, HAUL ROADS AND\OR

6. THE CONTRACTOR SHALL PRESERVE AND PROTECT

AND RE-SEEDED ACCORDING TO THE SEEDING SPECIFICATION.

SHALL BE GRADED TO PRE-CONSTRUCTION GRADE LINES

5. VEGETATED AREAS DISTURBED DURING CONSTRUCTION

SE FOR ACCESS TO AND FROM THE PROJECT.

CONSTRUCTION, THE CONTRACTOR SHALL UTILIZE 32ND ST

4. FOR RIGHT ABUTMENT COULEE ACCESS ROAD

PROJECT OFFICE PRIOR TO THE START OF WORK.

CONTRACTING OFFICER WITH VERIFICATION FROM THE

APPROXIMATE, THESE LIMITS WILL BE ASSIGNED BY THE

3. LIMITS OF THE CONTRACTOR STAGING AREA SHOWN ARE

NGVD 29.

PIPESTEM PROJECT DATUM WHICH IS 0.24 FEET ABOVE

2. ELEVATIONS ARE IN US SURVEY FEET AND REFER TO

DAKOTA SOUTH 3302 NAD 83.

REFER TO NORTH DAKOTA STATE PLANE SYSTEM, NORTH

1. COORDINATES ARE REFLECTED IN US SURVEY FEET AND

NOTES:

DESCR.: BRASS DISC

ELEV.: 1513.0890

E: 2402463.243 N: 473004.522

CONTROL POINT PS-1

DESCR.: BRASS DISC

ELEV.: 1516.3390

E: 2405808.522 N: 474195.243

CONTROL POINT PS-2

DESCR.: BRASS DISC

ELEV.: 1519.7369

E: 2406738.503 N: 477142.380

CONTROL POINT PS-5

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14551455

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14601

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14701470

1475 1475 1475

1475 1475

14801480

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1485 1485

14851485 148514851485

1485 1485 1485

1490 1490 1490 1490 1490

149014901490149014901490

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1500 1500 1500 1500 1500

1505150515051505150515051505

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18" D

IA H

PE C

O R R

U G

ATED

PIPE

" D

D P E C

O R R

U G

A T E D P

CENTERLINE OF DAM

SPILLWAY

RIGHT ABUTMENT

SECONDARY EMBANKMENT

UNPAVED ROAD

HAUL ROUTE

ASPHALT ROAD

PIEZOMETERS

LOCATION

PROJECT

8" DIA HDPE PIPE

RW-4

RW-3

RW-2

8" DIA HDPE PIPE

MH-1

EL. 1432.38

RELIEF WELL OUTFALL

SCALE: 1" = 80'

80' 40' 0 80'

RISER 1

(MH1-12)

MANHOLE

(MH2-12)

MANHOLE RW-1

MH-2

(MH3-12)

MANHOLE

(MH4-12)

MANHOLE

(MH5-12)

MANHOLE

RIPRAP & RODENT GUARD

DRAIN OUTFALL WITH

G-004

E X

G C

O N

N S

P-31

P-25

P-20

P-18

P-26

P-39

P-30

P-17

NO SCALE

LOCATION MAP

COULEE SUBDRAIN

EXISTING COULEE SUBDRAIN

EXISTING RISER

EXISTING MANHOLE

EXISTING RELIEF WELL

EXISTING RELIEF WELL COLLECTOR PIPE

LEGEND

A T

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N D R

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1+00

2+00

1+50

2+50

Tangent Length: 3.23

Tangent Direction: S 48°14'55.88" E

EASTING 2403292.46

NORTHING 475698.92

STATION 0+03.23

PC:

EASTING 2403290.04

NORTHING 475701.08

STATION 0+00.00

POB:

Tangent Direction: S 22°58'26.94" W

Radial Direction: N 67°01'33.06" W

Chord Direction: S 12°38'14.47" E

Radial Direction: S 41°45'04.12" W

Tangent Direction: S 48°14'55.88" E

External: 23.00

Middle Ordinate: 18.70

Chord: 116.46

Tangent: 71.62

Length: 124.31

Degree of Curvature(Arc): 57°17'44.81"

Delta: 71°13'22.82" Right

Radius: 100.00

EASTING 2403317.93

NORTHING 475585.29

STATION 1+27.54

PT:

EASTING 2403225.87

NORTHING 475624.32

CC:

EASTING 2403345.89

NORTHING 475651.23

STATION 0+74.86

PI:

EASTING 2403292.46

NORTHING 475698.92

STATION 0+03.23

PC:

Tangent Length: 113.82

Tangent Direction: S 22°58'26.94" W

EASTING 2403273.51

NORTHING 475480.50

STATION 2+41.36

PC:

EASTING 2403317.93

NORTHING 475585.29

STATION 1+27.54

PT:

SCALE: 1" = 20'

0 20'20' 10'

C-101

G R

A D

G P

L A

SLOPES

1V:3H SIDE

SLOPES

1V:3H SIDE

CENTERLINE

ACCESS ROAD

NEW COULEE

MATCHLINE C-102 STATION 2+70

KEY PLAN

C-101 C-302

C-101 C-3033

C -1

C -3

GRADING PLAN - STATION 0+00 TO 2+70

S T

A T

EXISTING RELIEF WELL

LEGEND

HORIZONTAL CURVE

EXISTING RISER

T EXISTING PIEZOMETER

EXISTING MANHOLE

0 14

C-101

C-102

C-103

C-104

SCALE: 1" = 200'

0 200'200' 100'

A T

N N

D E

N E

D B

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M A

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S U

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D B

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3+00

4+00

5+00

3+5

4+50

5+50

Tangent Direction: S 19°04'04.85" E

Radial Direction: S 70°55'55.15" W

Chord Direction: S 1°57'11.05" W

Radial Direction: N 67°01'33.06" W

Tangent Direction: S 22°58'26.94" W

External: 7.13

Middle Ordinate: 6.66

Chord: 71.74

Tangent: 38.43

Length: 73.38

Degree of Curvature(Arc): 57°17'44.81"

Delta: 42°02'31.80" Left

Radius: 100.00

EASTING 2403271.06

NORTHING 475408.80

STATION 3+14.73

PT:

EASTING 2403365.58

NORTHING 475441.47

CC:

EASTING 2403258.51

NORTHING 475445.12

STATION 2+79.79

PI:

EASTING 2403273.51

NORTHING 475480.50

STATION 2+41.36

PC:

Tangent Length: 33.65

Tangent Direction: S 19°04'04.85" E

EASTING 2403282.06

NORTHING 475377.00

STATION 3+48.38

PC:

EASTING 2403271.06

NORTHING 475408.80

STATION 3+14.73

PT:

Tangent Direction: S 44°48'37.03" E

Radial Direction: S 45°11'22.97" W

Chord Direction: S 21°22'30.28" E

Radial Direction: N 87°56'23.53" W

Tangent Direction: S 2°03'36.47" W

External: 8.99

Middle Ordinate: 8.25

Chord: 79.54

Tangent: 43.35

Length: 81.80

Degree of Curvature(Arc): 57°17'44.81"

Delta: 46°52'13.49" Left

Radius: 100.00

EASTING 2403310.76

NORTHING 475107.89

STATION 6+25.94

PT:

EASTING 2403381.70

NORTHING 475178.36

CC:

EASTING 2403280.21

NORTHING 475138.64

STATION 5+87.48

PI:

EASTING 2403281.77

NORTHING 475181.96

STATION 5+44.14

PC:

Tangent Direction: S 2°03'36.47" W

Radial Direction: N 87°56'23.53" W

Chord Direction: S 8°30'14.19" E

Radial Direction: S 70°55'55.15" W

Tangent Direction: S 19°04'04.85" E

External: 1.72

Middle Ordinate: 1.69

Chord: 36.67

Tangent: 18.65

Length: 36.88

Degree of Curvature(Arc): 57°17'44.81"

Delta: 21°07'41.32" Right

Radius: 100.00

EASTING 2403287.48

NORTHING 475340.73

STATION 3+85.26

PT:

EASTING 2403187.54

NORTHING 475344.33

CC:

EASTING 2403288.15

NORTHING 475359.37

STATION 3+67.03

PI:

EASTING: 2403282.06

NORTHING: 475377.00

STATION: 3+48.38

PC:

Tangent Length: 158.88

Tangent Direction: S 2°03'36.47" W

EASTING 2403281.77

NORTHING 475181.96

STATION 5+44.14

PC:

EASTING 2403287.48

NORTHING 475340.73

STATION 3+85.26

PT:

SCALE: 1" = 20'

0 20'20' 10'

C-102

G R

A D

G P

L A

SLOPES

1V:3H SIDE

CENTERLINE

ACCESS ROAD

NEW COULEE

KEY PLAN

EXISTING RISER 1

WELL (RW-2)

EXISTING RELIEF

(P-30)

EXISTING PIEZOMETER

WELL (RW-3)

EXISTING RELIEF

(MH-1)

EXISTING MANHOLE

WELL (RW-4)

EXISTING RELIEF

M A T C

N E C -1 S

T A T

MATCHLINE C-101 STATION 2+70

C-102 C-303

C-102 C-304

C-

SLOPES

1V:3H SIDE

GRADING PLAN - STATION 2+70 TO 6+40

S T

A T

LEGEND

EXISTING RELIEF WELL

HORIZONTAL CURVE

EXISTING RISER

T EXISTING PIEZOMETER

EXISTING MANHOLE

PIPE

COULEE SUBDRAIN

EXISTING BURIED

(MH1-12)

MANHOLE

EXISTING

PIPE

WELL COLLECTOR

EXISTING RELIEF

PIPE

WELL COLLECTOR

EXISTING RELIEF

PIPE

WELL COLLECTOR

EXISTING RELIEF

0 14

C-101

C-102

C-103

C-104

SCALE: 1" = 200'

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET

®of Engineers

US Army Corps

O M

A H

N E

B R

A S

K A

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

H T A

B U

T M

E N

T C

O U

L E

E A

C C

E S

S R

O A

J A

M E

S T

O W

N O

R T

H D

A K

O T

E S

T E

M D

A M A

N D R

E S

E R

V O

60 1465

Tangent Length: 360.84

Tangent Direction: S 44°48'37.03" E

EASTING 2403565.07

NORTHING 474851.89

STATION 9+86.78

PC:

EASTING 2403310.76

NORTHING 475107.89

STATION 6+25.94

PT:

Tangent Direction: S 53°39'50.63" E

Radial Direction: S 36°20'09.37" W

Chord Direction: S 49°14'13.83" E

Radial Direction: S 45°11'22.97" W

Tangent Direction: S 44°48'37.03" E

External: 0.30

Middle Ordinate: 0.30

Chord: 15.44

Tangent: 7.74

Length: 15.45

Degree of Curvature(Arc): 57°17'44.81"

Delta: 8°51'13.61" Left

Radius: 100.00

EASTING 2403576.76

NORTHING 474841.81

STATION 10+02.23

PT:

EASTING 2403636.01

NORTHING 474922.37

CC:

EASTING 2403570.52

NORTHING 474846.40

STATION 9+94.52

PI:

EASTING 2403565.07

NORTHING 474851.89

STATION 9+86.78

PC:

0 14

SCALE: 1" = 20'

0 20'20' 10'

C-103

G R

A D

G P

L A

KEY PLAN

C -1

C -3

M A T C

N E C -1 S

T A T

M A T C

H L

E C -1 S

T A T

C -1

C -3

C -1

C -3

C -1

C -3

PIPE

WELL COLLECTOR

EXISTING RELIEF

SUBDRAIN

EXISTING COULEE

SUBDRAIN

EXISTIN COULEE

(MH2-12)

EXISTING MANHOLE

(P-39)

EXISTING PIEZOMETER

WELL (RW-1)

EXISTING RELIEF

(MH-2)

EXISTING MANHOLE

(MH3-12)

EXISTING MANHOLE

GRADING PLAN - STATION 6+40 TO 10+80

S T

A T

EXISTING PIEZOMETER

EXISTING RELIEF WELL

LEGEND

HORIZONTAL CURVE

EXISTING RISER

EXISTING MANHOLE

Elev. 1454.3

E 2,403,346.27

N 475,109.25

Elev. 1457.3

E 2,403,316.23

N 475,079.41

N 474,849.12

Elev. 1456.3

E 2,403,545.56

Elev. 1,449.7

E 2,403,582.53

N 474,885.85

DRAINAGE STRUCTURE DETAILS)

CULVERT (SEE SHEET C-501 FOR

NEW 24-INCH DIAMETER CMP

DRAINAGE STRUCTURE DETAILS)

CULVERT (SEE SHEET C-501 FOR

NEW 24-INCH DIAMETER CMP

C-101

C-102

C-103

C-104

SCALE: 1" = 200'

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET

®of Engineers

US Army Corps

O M

A H

N E

B R

A S

K A

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

H T A

B U

T M

E N

T C

O U

L E

E A

C C

E S

S R

O A

J A

M E

S T

O W

N O

R T

H D

A K

O T

E S

T E

M D

A M A

N D R

E S

E R

V O

Tangent Length: 440.53

Tangent Direction: S 53°39'50.63" E

EASTING 2403931.63

NORTHING 474580.79

STATION 14+42.76

POE:

EASTING 2403576.76

NORTHING 474841.81

STATION 10+02.23

PT:

SCALE: 1" = 20'

0 20'20' 10'

C-104

G R

A D

G P

L A

CENTERLINE

ACCESS ROAD

NEW COULEE

M A T C

H L

E C -1

T A T

PIPE OUTFALL

WELL COLLECTOR

EXISTING RELIEF

SUBDRAIN OUTFALL

EXISTING COULEE

(MH5-12)

EXISTING MANHOLE

PIPE

WELL COLLECTOR

EXISTING RELIEF

(MH4-12)

EXISTING MANHOLE

SUBDRAIN

EXISTING COULEE

C -1

C -3

C -1

C -3

C -1

C -3

C -1

C -3

C -1

C -3

GRADING PLAN - STATION 10+80 TO 14+45

S T

A T

LEGEND

EXISTING PIEZOMETER

EXISTING RELIEF WELL

HORIZONTAL CURVE

EXISTING RISER

EXISTING MANHOLE

AT STATION 13+50

30 FOOT RADIUS THAT TIES IN

ROAD TURNAROUND WITH

NEW COULEE ACCESS

0 14

C-101

C-102

C-103

C-104

SCALE: 1" = 200'

0 200'200' 100'

KEY PLAN

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET

®of Engineers

US Army Corps

O M

A H

N E

B R

A S

K A

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

H T A

B U

T M

E N

T C

O U

L E

E A

C C

E S

S R

O A

J A

M E

S T

O W

N O

R T

H D

A K

O T

E S

T E

M D

A M A

N D R

E S

E R

V O

Tangent Length: 113.82

Tangent Direction: S 22°58'26.94" W

EASTING 2403273.51

NORTHING 475480.50

STATION 2+41.36

PC:

EASTING 2403317.93

NORTHING 475585.29

STATION 1+27.54

PT:

Tangent Length: 3.23

Tangent Direction: S 48°14'55.88" E

Easting 2403292.46

Northing 475698.92

Station 0+03.23

PC:

Easting 2403290.04

Northing 475701.08

Station 0+00.00

POB:

Easting 2403317.93

Northing 475585.29

Station 1+27.54

PT:

Easting 2403225.87

Northing 475624.32

CC:

Easting 2403345.89

Northing 475651.23

Station 0+74.86

PI:

Easting 2403292.46

Northing 475698.92

Station 0+03.23

PC:

Tangent Direction: S 22°58'26.94" W

Radial Direction: N 67°01'33.06" W

Chord Direction: S 12°38'14.47" E

Radial Direction: S 41°45'04.12" W

Tangent Direction: S 48°14'55.88" E

External: 23.00

Middle Ordinate: 18.70

Chord: 116.46

Tangent: 71.62

Length: 124.31

Degree of Curvature(Arc): 57°17'44.81"

Delta: 71°13'22.82" Right

Radius: 100.00

E L E

V A

N F

E E

E L E

V A

N F

E E

STATION (FEET)

0+00 0+50 1+00 1+50 2+00 2+50

C-201

S T

A T

P L

A N A

N D P

R O

PLAN AND PROFILE - STATION 0+00 TO 2+70

M A

T C

H L

E C -2

T A

M A

T C

H L

E C -2

T A

LEGEND

HORIZONTAL CURVE

EXISTING RISER

T EXISTING PIEZOMETER

R EXISTING RELIEF WELL

EXISTING MANHOLE

SURFACE CENTERLINE

EXISTING GROUND

ROAD CENTERLINE

NEW COULEE ACCESS

HORIZONTAL SCALE: 1" = 20'

0 20'20' 10'

VERTICAL SCALE: 1" = 2'

0 2'2' 1'

D E

N E

L E

E X

G E

L E

D E

N E

L E

E X

G E

L E

Tangent Length: 94.58

Tangent Grade: -2.767

PVC 0+94.62 1483.88

POB 0+00.04 1486.50

Middle Ordinate: -0.80

K = l / ( g2 - g1 ): 15.686 r = ( g2 - g1 ) / L: -6.375

Exit Grade: -9.142

Entrance Grade: -2.767

Stopping Sight Distance: 154.24

Length: 100.00

PVT 1+94.62 1477.93

PVI 1+44.62 1482.50

PVC 0+94.62 1483.88

Tangent Length: 47.67

Tangent Grade: -9.142

PVC 2+42.29 1473.57

PVT 1+94.62 1477.93

Middle Ordinate: 0.74

K = l / ( g2 - g1 ): 16.812 r = ( g2 - g1 ) / L: 5.948

Exit Grade: -3.194

Entrance Grade: -9.142

Headlight Sight Distance: 118.48

Length: 100.00

PVT 3+42.29 1467.40

PVI 2+92.29 1469.00

PVC 2+42.29 1473.57

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET

®of Engineers

US Army Corps

O M

A H

N E

B R

A S

K A

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

H T A

B U

T M

E N

T C

O U

L E

E A

C C

E S

S R

O A

J A

M E

S T

O W

N O

R T

H D

A K

O T

E S

T E

M D

A M A

N D R

E S

E R

V O

R 1460

1460 1460

Tangent Length: 158.88

Tangent Direction: S 2°03'36.47" W

Easting 2403281.77

Northing 475181.96

Station 5+44.14

PC:

Easting 2403287.48

Northing 475340.73

Station 3+85.26

PT:

Tangent Length: 33.65

Tangent Direction: S 19°04'04.85" E

Easting 2403282.06

Northing 475377.00

Station 3+48.38

PC:

Easting 2403271.06

Northing 475408.80

Station 3+14.73

PT:

Easting 2403310.76

Northing 475107.89

Station 6+25.94

PT:

Easting 2403381.70

Northing 475178.36

CC:

Easting 2403280.21

Northing 475138.64

Station 5+87.48

PI:

Easting 2403281.77

Northing 475181.96

Station 5+44.14

PC:

Tangent Direction: S 44°48'37.03" E

Radial Direction: S 45°11'22.97" W

Chord Direction: S 21°22'30.28" E

Radial Direction: N 87°56'23.53" W

Tangent Direction: S 2°03'36.47" W

External: 8.99

Middle Ordinate: 8.25

Chord: 79.54

Tangent: 43.35

Length: 81.80

Degree of Curvature(Arc): 57°17'44.81"

Delta: 46°52'13.49" Left

Radius: 100.00

Easting 2403271.06

Northing 475408.80

Station 3+14.73

PT:

Easting 2403365.58

Northing 475441.47

CC:

Easting 2403258.51

Northing 475445.12

Station 2+79.79

PI:

Easting 2403273.51

Northing 475480.50

Station 2+41.36

PC:

Tangent Direction: S 19°04'04.85" E

Radial Direction: S 70°55'55.15" W

Chord Direction: S 1°57'11.05" W

Radial Direction: N 67°01'33.06" W

Tangent Direction: S 22°58'26.94" W

External: 7.13

Middle Ordinate: 6.66

Chord: 71.74

Tangent: 38.43

Length: 73.38

Degree of Curvature(Arc): 57°17'44.81"

Delta: 42°02'31.80" Left

Radius: 100.00

Easting 2403287.48

Northing 475340.73

Station 3+85.26

PT:

Easting 2403187.54

Northing 475344.33

CC:

Easting 2403288.15

Northing 475359.37

Station 3+67.03

PI:

Easting: 2403282.06

Northing: 475377.00

Station: 3+48.38

PC:

Tangent Direction: S 2°03'36.47" W

Radial Direction: N 87°56'23.53" W

Chord Direction: S 8°30'14.19" E

Radial Direction: S 70°55'55.15" W

Tangent Direction: S 19°04'04.85" E

External: 1.72

Middle Ordinate: 1.69

Chord: 36.67

Tangent: 18.65

Length: 36.88

Degree of Curvature(Arc): 57°17'44.81"

Delta: 21°07'41.32" Right

Radius: 100.00

E L E

V A

N F

E E

E L E

V A

N F

E E

STATION (FEET)

3+00 3+50 4+00 4+50 5+00 5+50 6+00

C-202

M A T C

LIN

E C -203 S

T A T

N 6+

M A

T C

H L

E C -2

T A

S T

A T

PLAN AND PROFILE - STATION 2+70 TO 6+40

P L

A N A

N D P

R O

M A

T C

H L

E C -2

T A

M A

T C

H L

E C -2

T A

HORIZONTAL SCALE: 1" = 20'

0 20'20' 10'

VERTICAL SCALE: 1" = 2'

0 2'2' 1'

ROAD CENTERLINE

NEW COULEE ACCESS

SURFACE CENTERLINE

EXISTING GROUND

LEGEND

HORIZONTAL CURVE

EXISTING RISER

T EXISTING PIEZOMETER

R EXISTING RELIEF WELL

EXISTING MANHOLE

2.5 FEET ABOVE FINAL GRADE

FROM DAMAGE AND RAISE

PROTECT EXISTING PIEZOMETER (P-30)

FROM DAMAGE

RELIEF WELL SYSTEM

PROTECT EXISTING

D E

N E

L E

E X

G E

L E

D E

N E

L E

E X

G E

L E

D E

N E

L E

E X

G E

L E

E L E

D E

N E

L E

E X

Tangent Length: 25.25

Tangent Grade: -3.194

PVC 3+67.54 1466.60

PVT 3+42.29 1467.40

Middle Ordinate: 0.25 K = l / ( g2 - g1 ): 49.560 r = ( g2 - g1 ) / L: 2.018 Exit Grade: -1.176 Entrance Grade: -3.194 Headlight Sight Distance: 1123.70 Length: 100.00

PVT 4+67.54 1464.41

PVI 4+17.54 1465.00

PVC 3+67.54 1466.60

Tangent Length: 25.05 Tangent Grade: -1.176

PVC 4+92.59 1464.12

PVT 4+67.54 1464.41

Middle Ordinate: -0.07 K = l / ( g2 - g1 ): 7.664 r = ( g2 - g1 ) / L: -13.049 Exit Grade: -3.786 Entrance Grade: -1.176 Stopping Sight Distance: 264.65 Length: 20.00

PVT 5+12.59 1463.62

PVI 5+02.59 1464.00

PVC 4+92.59 1464.12

Tangent Length: 48.50 Tangent Grade: -3.786

PVC 5+61.08 1461.79

PVT 5+12.59 1463.62

Middle Ordinate: 2.31 K = l / ( g2 - g1 ): 21.631 r = ( g2 - g1 ) / L: 4.623 Exit Grade: 5.460 Entrance Grade: -3.786 Headlight Sight Distance: 138.28 Length: 200.00

VLOW 6+42.97 1460.24

PVT 7+61.08 1463.46

PVI 6+61.08 1458.00

PVC 5+61.08 1461.79

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET

®of Engineers

US Army Corps

O M

A H

N E

B R

A S

K A

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

H T A

B U

T M

E N

T C

O U

L E

E A

C C

E S

S R

O A

J A

M E

S T

O W

N O

R T

H D

A K

O T

E S

T E

M D

A M A

N D R

E S

E R

V O

Tangent Length: 360.84

Tangent Direction: S 44°48'37.03" E

Easting 2403565.07

Northing 474851.89

Station 9+86.78

PC:

Easting 2403310.76

Northing 475107.89

Station 6+25.94

PT:

N 475,079.41

N 475,109.25

Elev. 1457.3

E 2,403,316.23

Elev. 1454.3

E 2,403,346.27

N 474,849.12

N 474,885.85

Elev. 1,449.7

E 2,403,582.53

Elev. 1456.3

E 2,403,545.56

Easting 2403570.52

Northing 474846.40

Station 9+94.52

PI:

Easting 2403565.07

Northing 474851.89

Station 9+86.78

PC:

Degree of Curvature(Arc): 57°17'44.81"

Delta: 8°51'13.61" Left

Radius: 100.00

Easting 2403576.76

Northing 474841.81

Station 10+02.23

PT:

Easting 2403636.01

Northing 474922.37

CC:

Tangent Direction: S 53°39'50.63" E

Radial Direction: S 36°20'09.37" W

Chord Direction: S 49°14'13.83" E

Radial Direction: S 45°11'22.97" W

Tangent Direction: S 44°48'37.03" E

External: 0.30

Middle Ordinate: 0.30

Chord: 15.44

Tangent: 7.74

Length: 15.45

E L E

V A

N F

E E

E L E

V A

N F

E E

STATION (FEET)

6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50

14401440

C-203

LEGEND

HORIZONTAL CURVE

EXISTING RISER

T EXISTING PIEZOMETER

R EXISTING RELIEF WELL

EXISTING MANHOLE

M A

T C

H L

E C -2

T A

M A

T C

H L

E C -2

T A

S T

A T

PLAN AND PROFILE - STATION 6+40 TO 10+80

HORIZONTAL SCALE: 1" = 20'

0 20'20' 10'

VERTICAL SCALE: 1" = 2'

0 2'2' 1'

M A

T C

H L

E C -2

T A

M A

T C

H L

E C -2

T A

P L

A N A

N D P

R O

SURFACE CENTERLINE

EXISTING GROUND

ROAD CENTERLINE

NEW COULEE ACCESS

FROM DAMAGE

PROTECT MANHOLE

FROM DAMAGE

PROTECT MANHOLE

DRAINAGE STRUCTURE DETAILS)

(SEE SHEET C-501 FOR

CMP CULVERT

NEW 24-INCH DIAMETER

DRAINAGE STRUCTURE DETAILS)

(SEE SHEET C-501 FOR

CMP CULVERT

NEW 24-INCH DIAMETER

D E

N E

L E

E X

G E

L E

D E

N E

L E

E X

G E

L E

D E

N E

L E

E X

G E

L E

D E

N E

L E

E X

G E

L E

Tangent Length: 21.51

Tangent Grade: 5.460

PVC 7+82.60 1464.63

PVT 7+61.08 1463.46

Middle Ordinate: -0.63

K = l / ( g2 - g1 ): 4.949 r = ( g2 - g1 ) / L: -20.207

Exit Grade: -4.643

Entrance Grade: 5.460

Stopping Sight Distance: 90.78

Length: 50.00

VHIGH 8+09.62 1465.37

PVT 8+32.60 1464.84

PVI 8+07.60 1466.00

PVC 7+82.60 1464.63

Tangent Length: 75.77

Tangent Grade: -4.643

PVC 9+08.36 1461.32

PVT 8+32.60 1464.84

Middle Ordinate: 0.58

K = l / ( g2 - g1 ): 21.538 r = ( g2 - g1 ) / L: 4.643

Exit Grade: 0.000

Entrance Grade: -4.643

Headlight Sight Distance: 149.38

Length: 100.00

VLOW 10+08.36 1459.00

PVT 10+08.36 1459.00

PVI 9+58.36 1459.00

PVC 9+08.36 1461.32

Tangent Length: 0.28

Tangent Grade: 0.000

PVC 10+08.64 1459.00

PVT 10+08.36 1459.00

Middle Ordinate: 0.03

K = l / ( g2 - g1 ): 3.804 r = ( g2 - g1 ) / L: 26.289

Exit Grade: 2.629

Entrance Grade: 0.000

Headlight Sight Distance: 242.52

Length: 10.00

VLOW 10+08.64 1459.00

PVT 10+18.64 1459.13

PVI 10+13.64 1459.00

PVC 10+08.64 1459.00

Tangent Length: 40.10

Tangent Grade: 2.629

PVC 10+58.74 1460.19

PVT 10+18.64 1459.13

Middle Ordinate: 0.35

K = l / ( g2 - g1 ): 35.498 r = ( g2 - g1 ) / L: 2.817

Exit Grade: 5.446

Entrance Grade: 2.629

Headlight Sight Distance: 319.44

Length: 100.00

PVT 11+58.74 1464.22

PVI 11+08.74 1461.50

PVC 10+58.74 1460.19

DRAINAGE STRUCTURE DETAILS)

CULVERT (SEE SHEET C-501 FOR

NEW 24-INCH DIAMETER CMP

DRAINAGE STRUCTURE DETAILS)

CULVERT (SEE SHEET C-501 FOR

NEW 24-INCH DIAMETER CMP

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET

®of Engineers

US Army Corps

O M

A H

N E

B R

A S

K A

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

H T A

B U

T M

E N

T C

O U

L E

E A

C C

E S

S R

O A

J A

M E

S T

O W

N O

R T

H D

A K

O T

E S

T E

M D

A M A

N D R

E S

E R

V O

01455

Tangent Length: 440.53

Tangent Direction: S 53°39'50.63" E

Easting 2403931.63

Northing 474580.79

Station 14+42.76

POE:

Easting 2403576.76

Northing 474841.81

Station 10+02.23

PT:

Tangent Direction: S 53°39'50.63" E

Radial Direction: S 36°20'09.37" W

Chord Direction: S 49°14'13.83" E

Radial Direction: S 45°11'22.97" W

Tangent Direction: S 44°48'37.03" E

External: 0.30

Middle Ordinate: 0.30

Chord: 15.44

Tangent: 7.74

Length: 15.45

E L E

V A

N F

E E

STATION (FEET)

11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50

E L E

V A

N F

E E

C-204

M A

T C

H L

E C -2

T A

S T

A T

P L

A N A

N D P

R O

PLAN AND PROFILE - STATION 10+80 TO 14+45

LEGEND

HORIZONTAL CURVE

EXISTING RISER

T EXISTING PIEZOMETER

R EXISTING RELIEF WELL

EXISTING MANHOLE

SURFACE CENTERLINE

EXISTING GROUND

ROAD CENTERLINE

NEW COULEE ACCESS

M A

T C

H L

E C -2

T A

HORIZONTAL SCALE: 1" = 20'

0 20'20' 10'

VERTICAL SCALE: 1" = 2'

0 2'2' 1'

FROM DAMAGE

PROTECT EXISTING MANHOLE

D E

N E

L E

E X

G E

L E

D E

N E

L E

E X

G E

L E

D E

N E

L E

E X

G E

L E

D E

N E

L E

E X

G E

L E

Tangent Length: 13.45

Tangent Grade: 5.446

PVC 11+72.19 1464.96

PVT 11+58.74 1464.22 Middle Ordinate: -0.34

K = l / ( g2 - g1 ): 1.452 r = ( g2 - g1 ) / L: -68.863

Exit Grade: -8.327

Entrance Grade: 5.446

Stopping Sight Distance: 58.25

Length: 20.00

VHIGH 11+80.10 1465.17

PVT 11+92.19 1464.67

PVI 11+82.19 1465.50

PVC 11+72.19 1464.96

Tangent Length: 30.07

Tangent Grade: -8.327

PVC 12+22.26 1462.16

PVT 11+92.19 1464.67

Middle Ordinate: 0.69

K = l / ( g2 - g1 ): 18.002 r = ( g2 - g1 ) / L: 5.555

Exit Grade: -2.772

Entrance Grade: -8.327

Headlight Sight Distance: 125.56

Length: 100.00

PVT 13+22.26 1456.61

PVI 12+72.26 1458.00

PVC 12+22.26 1462.16

Tangent Length: 53.24

Tangent Grade: -2.772

PVC 13+75.50 1455.14

PVT 13+22.26 1456.61

Middle Ordinate: -0.00

K = l / ( g2 - g1 ): 94.067 r = ( g2 - g1 ) / L: -1.063

Exit Grade: -2.878

Entrance Grade: -2.772

Stopping Sight Distance: 6256.47

Length: 10.00

PVT 13+85.50 1454.86

PVI 13+80.50 1455.00

PVC 13+75.50 1455.14

Tangent Length: 64.50

Tangent Grade: -2.878

POE 14+50.00 1453.00

PVT 13+85.50 1454.86

STATION 13+50

RADIUS THAT TIES IN AT

TURNAROUND WITH 30 FOOT

NEW COULEE ACCESS ROAD

FROM DAMAGE

PROTECT EXISTING MANHOLE

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET

®of Engineers

US Army Corps

O M

A H

N E

B R

A S

K A

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

H T A

B U

T M

E N

T C

O U

L E

E A

C C

E S

S R

O A

J A

M E

S T

O W

N O

R T

H D

A K

O T

E S

T E

M D

A M A

N D R

E S

E R

V O

C-301

1V:

1V:3H

FILL

COMPACTED COHESIVE

TOPSOIL

6" LAYER OF

SEEDING

GROUND SURFACE

APPROXIMATE EXISTING

SCALE: 1" = 2'

0 2'2' 1'

SCALE: 1" = 2'

0 2'2' 1'

3% SLOPE

AGGREGATE

NDDOT CLASS 13

6" LAYER OF COMPACTED

TO FACILITATE DRAINAGE

TOWARDS INLET OF CULVERT

SLOPE GROUND SURFACE

15'

TYPICAL SECTION

AND BENCH IF EXISTING SLOPE IS STEEPER THAN 1V:4H

6" SOIL STRIPPING PRIOR TO FILL PLACEMENT

DRAINAGE STRUCTURE DETAILS)

(SEE SHEET C-501 FOR

CMP CULVERT

24-INCH DIAMETER

T Y

A L S

E C

N S

TYPICAL CULVERT SECTION (STATIONS 6+50 & 9+75)

1V:

1V:3H

FILL

COMPACTED COHESIVE

TOPSOIL

6" LAYER OF

SEEDING

GROUND SURFACE

APPROXIMATE EXISTING

3% SLOPE

AGGREGATE

NDDOT CLASS 13

6" LAYER OF COMPACTED

15'

AND BENCH IF EXISTING SLOPE IS STEEPER THAN 1V:4H

6" SOIL STRIPPING PRIOR TO FILL PLACEMENT

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET

®of Engineers

US Army Corps

O M

A H

N E

B R

A S

K A

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

H T A

B U

T M

E N

T C

O U

L E

E A

C C

E S

S R

O A

J A

M E

S T

O W

N O

R T

H D

A K

O T

E S

T E

M D

A M A

N D R

E S

E R

V O

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

E L E

V A

N F

E E

E L E

V A

N F

E E

E L E

V A

N F

E E

E L E

V A

N F

E E

1500 1500

1470 1470

1500 1500

1470 1470

C-302

VERTICAL SCALE: 1" = 5'

0 5'5' 2.5'

HORIZONTAL SCALE: 1" = 10'

0 10'10' 5'

S T

A T

N S

GROUND SURFACE

APPROXIMATE EXISTING

GROUND SURFACE

APPROXIMATE EXISTING

FACILITATE COMPACTION EQUIPMENT USED.

USED SHOULD BE ADJUSTED AS NECESSARY TO

2 FEET HIGH AND 2 FEET WIDE. BENCH DIMENSIONS

OF FILL. BENCHES SHOULD BE A MINIMUM OF

TO FACILITATE PLACEMENT AND COMPACTION

1V:4H, THE EXISTING SLOPE SHOULD BE BENCHED

IS PLACED ON EXISTING SLOPES STEEPER THAN

1. WHERE COMPACTED COHESIVE FILL MATERIAL

:NOTES

C-302C-101

NEW COULEE ACCESS ROAD

STATION 0+00

SECTION

VERTICAL SCALE: 1" = 5'

0 5'5' 2.5'

HORIZONTAL SCALE: 1" = 10'

0 10'10' 5'

C-302C-101

NEW COULEE ACCESS ROAD

STATION 1+00

SECTION

TYPICAL SECTION)

(SEE SHEET C-301 FOR

ACCESS ROAD GRADING

NEW COULEE

S E

C T

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET

®of Engineers

US Army Corps

O M

A H

N E

B R

A S

K A

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

H T A

B U

T M

E N

T C

O U

L E

E A

C C

E S

S R

O A

J A

M E

S T

O W

N O

R T

H D

A K

O T

E S

T E

M D

A M A

N D R

E S

E R

V O

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

E L E

V A

N F

E E

E L E

V A

N F

E E

E L E

V A

N F

E E

E L E

V A

N F

E E

1460 1460

C-303

S T

A T

N S

GROUND SURFACE

APPROXIMATE EXISTING

GROUND SURFACE

APPROXIMATE EXISTING

FACILITATE COMPACTION EQUIPMENT USED.

USED SHOULD BE ADJUSTED AS NECESSARY TO

2 FEET HIGH AND 2 FEET WIDE. BENCH DIMENSIONS

OF FILL. BENCHES SHOULD BE A MINIMUM OF

TO FACILITATE PLACEMENT AND COMPACTION

1V:4H, THE EXISTING SLOPE SHOULD BE BENCHED

IS PLACED ON EXISTING SLOPES STEEPER THAN

1. WHERE COMPACTED COHESIVE FILL MATERIAL

:NOTES

VERTICAL SCALE: 1" = 5'

0 5'5' 2.5'

HORIZONTAL SCALE: 1" = 10'

0 10'10' 5'

C-303C-101

NEW COULEE ACCESS ROAD

STATION 2+00

SECTION

VERTICAL SCALE: 1" = 5'

0 5'5' 2.5'

HORIZONTAL SCALE: 1" = 10'

0 10'10' 5'

C-303C-102

NEW COULEE ACCESS ROAD

STATION 3+00

SECTION

TYPICAL SECTION)

(SEE SHEET C-301 FOR

ACCESS ROAD GRADING

NEW COULEE

TYPICAL SECTION)

(SEE SHEET C-301 FOR

ACCESS ROAD GRADING

NEW COULEE

S E

C T

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET

®of Engineers

US Army Corps

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