Dwgs_-_L550_-_Missouri_River_LB_&_Rock_Creek_RB.pdf

PDF 16 MB Posted Feb 14, 2017

Attached to: Missouri River Levee L550 - Missouri River Left Bank and Rock Creek Right Bank, Flood Damage Repair Project
Solicitation number: W9128F-17-B-0002
Issued by: Department of the Army Corps of Engineers Engineering District Omaha

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File	Type	Posted
Bid_Abstract_W9128F-17-B-0002-signed.pdf	PDF	Mar 17, 2017
W9128F-17-B-0002_Amendment__2.pdf	PDF	Mar 10, 2017
L550_Am0001.pdf	PDF	Mar 6, 2017
L550_Am0001_Drawings.pdf	PDF	Mar 6, 2017
L550_Specs.pdf	PDF	Feb 14, 2017
Solicitation_Missouri_River_Levee_L550_(Division_00).pdf	PDF	Feb 14, 2017

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SOLICITATION NO.:

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ISSUE DATE:

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W9128F-17-B-0002 A T

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ATCHISON COUNTY, MISSOURI

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ROCK CREEK RIGHT BANK. FLOOD DAMAGE REPAIR PROJECT

MISSOURI RIVER LEVEE L550 - MISSOURI RIVER LEFT BANK AND

B O

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OMAHA DISTRICT

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FEBRUARY 2017

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®of Engineers

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INDEX

GENERAL

CIVIL

SHEET SEQUENCE NUMBER

w/ Level 2 Designator

DISCIPLINE DESIGNATOR

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:

3D REPRESENTATIONS

USER DEFINED

SCHEDULES & DIAGRAMS

DETAILS

LARGE-SCALE VIEWS

SECTIONS

ELEVATIONS

PLANS

GENERAL

CS 2 0 1

GI001

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B O

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STRUCTURAL

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SPECIFICATION 01 78 39.00 24.

SHALL PROVIDE PREPARE AND PROVIDE AS-BUILT DRAWINGS AS DISCUSSED IN

16. AS-BUILT DRAWINGS. UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR

SPECIFICATION 32 92 19, SEEDING.

AREAS SHALL BE SEEDED AND EROSION CONTROL MATERIAL PLACED, PER

15. SEEDING. FOLLOWING COMPLETION OF ALL WORK ACTIVITY, ALL DISTURBED

SPECIFICATION 32 15 00, AGGREGATE SURFACING, AND AS DIRECTED BY THE COR.

ON THE LEVEE CREST AND/OR THE ADJACENT EARTH CUT HAUL ROUTES, PER

14. AGGREGATE SURFACING. THE CONTRACTOR SHALL PLACE AGGREGATE SURFACING

SHOWN ON THE DRAWINGS AND PER SPECIFICATION 31 05 21, RIPRAP.

13. RIPRAP. RIPRAP SHALL BE PLACED AT THE DRAIAGE DITCH PIPE ENTRANCE AS

GEOTEXTILES USED AS FILTERS.

RIPRAP AS SHOWN ON THE DRAWINGS AND PER SPECIFICATION 31 05 22,

12. GEOTEXTILE. A GEOTEXTILE SHALL BE PLACED AS A FILTER UNDERNEATH OF THE

SPECIFICATION 31 00 00, EARTHWORK.

COMPACTION OF RANDOM FILL AND TOPSOIL MATERIALS IS DISCUSSED IN

11. COMPACTION OF RANDOM FILL AND TOPSOIL. REQUIREMENTS FOR

CONSTRUCTION, ARE SHOWN ON SHEET S-001.

DISCHARGE LINE OF THE RELIEF WELLS, LOCATED WITHIN THE LIMITS OF

10. RELIEF WELL DISCHARGE PIPE CONNECTIONS. DETAILS FOR CONNECTING THE

UTILITIES.

SHOWN ON THE DRAWINGS AND PER SPECIFICATION 33 40 00, STORM DRAINAGE

CONNECTIONS TO THE INTERIOR DRAIANGE STRUCTURE AND PUMP STATION PIPES AS

POLYETHLENE (HDPE) PIPE, TRASH RACK, MANHOLE, STORMWATER DRAIN, AND

9. DRAINAGE DITCH PIPE AND ASSOCIATED FEATURES. INSTALL THE HIGH DENSITY

FROM THE BORROW SITE.

ASSOCIATED WITH THE EXCAVATION, LOADING, AND HAULING OF THE MATERIAL

FOR THE MATERIAL. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL COSTS

DISTRICT NO. 1, THE PROJECT SPONSOR FOR L550, AT NO COST TO THE CONTRACTOR

REQUIRED FOR THIS PROJECT WILL BE PROVIDED BY THE ATCHISON COUNTY LEVEE

MATERIALS ARE IDENTIFIED ON SHEET GI102. THE RANDOM FILL AND TOPSOIL

8. BORROW MATERIAL. LOCATIONS FOR THE RANDOM FILL AND TOPSOIL BORROW

THE PROJECT TO RESTORE THE SITE TO PRE-CONSTRUCTION CONDITIONS.

MATERIAL PLACED BY THE CONTRACTOR SHALL BE REMOVED AT THE COMPLETION OF

CONSTRUCTION. NO CUTS INTO THE EXISTING LEVEE WILL BE PERMITTED. ALL RAMP

OVER THE LEVEE, IF REQUIRED, BASED ON THE CONTRACTOR’S METHOD OF

MATERIALS NECESSARY, AT NO COST TO THE GOVERNMENT, TO CONSTRUCT RAMPS

7. CONSTRUCTION RAMPS. THE CONTRACTOR SHALL PROVIDE ALL LABOR AND

PAYMENT.

CALCULATIONS ARE DISCUSSED IN SPECIFICATION 01 22 00, MEASUREMENT AND

6. SURVEYS (QUANTITIES). SURVEYS REQUIRED FOR MATERIAL QUANTITY

ACTIVITIES, AS DIRECTED BY THE COR.

REQUIRED TO MAKE REPAIRS TO THE LEVEE, IF DAMAGED DURING CONSTRUCTION

ROUTE. SEE SPECIFICATION 31 00 00, EARTHWORK. THE CONTRACTOR WILL BE

THE ROCK CREEK LEVEES IN AREAS THAT POTENTIALLY WILL BE USED AS A HAUL

AND CROSS SECTION SURVEYS SHALL BE TAKEN ALONG THE MISSOURI RIVER AND/OR

5. SURVEYS (LEVEE HAUL ROUTES). PRIOR TO THE START OF CONSTRUCTION, PROFILE

PRIOR TO THE START OF DEWATERING ACTIVITIES.

THE CONTRACTOR SHALL SUBMIT A DEWATERING PLAN FOR REVIEW AND APPROVAL

ON THE DRAWINGS AND AS DISCUSSED IN SPECIFICATION 31 00 00, EARTHWORK.

CONSTRUCTION TO APPROXIMATELY 18 INCHES BELOW THE DESIGN GRADES SHOWN

SURFACE RUNOFF INTO THE CONSTRUCTION AREA AND DEWATER THE AREAS OF

4. DEWATERING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTROLLING

STOCKPILE LOCATION OR STAGING AREA.

AS POSSIBLE. THE LEVEE CREST OR SIDESLOPES SHOULD NOT BE USED AS A MATERIAL

LEVEE CREST AS A HAUL ROUTE OR A WORK PLATFORM SHOULD BE MINIZED AS MUCH

3. CONSTRUCTION HAUL ROUTES ARE SHOWN ON THE DRAWINGS. UTILIZING THE

AREAS AND FILLING ANY RUTS OR DEPRESSIONS DUE TO CONSTRUCTION ACTIVITIES.

THE STAGING AREA TO PRE-CONSTRUCTION CONDITIONS BY DISKING ALL DISTURBED

DRAWINGS. NOTE THAT THE CONTRACTOR WILL BE RESPONSIBLE FOR RESTORING

WILL BE PROVIDED ALONG THE LANDWARD SIDE OF THE LEVEE, AS SHOWN ON THE

2. STAGING AREA. A CONSTRUCTION EQUIPMENT AND MATERIAL STAGING AREAS

AND PUMP STATION.

ACTIVITIES TO AVOID DAMAGE TO EXISTING RELIEF WELLS, DRAINAGE STRUCTURE,

1. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION DURING CONSTRUCTION

NOTES:

FLARED END SECTIONS AND DETAILSS-302MRO3S-302.dgn

MANHOLE SECTIONS AND DETAILSS-301MRO3S-301.dgn

NOTESS-001MRO3S-001.dgn

MRO3RW102.dgn RW102 RIGHT OF WAY SHEET 2 OF 2

MRO3RW101.dgn RW101 RIGHT OF WAY SHEET 1 OF 2

MRO3CG811.dgn CG811 MISSOURI RIVER RECENT RIVER FLOWS & ELEVATION DATA

DRILLING LOG RELIEF WELL Y-3R SHEET 4 OF 4 CG810MRO3CG810.dgn

DRILLING LOG RELIEF WELL Y-3R SHEET 3 OF 4 CG809MRO3CG809.dgn

DRILLING LOG RELIEF WELL Y-3R SHEET 2 OF 4 CG808MRO3CG808.dgn

DRILLING LOG RELIEF WELL Y-3R SHEET 1 OF 4 CG807MRO3CG807.dgn

DRILLING LOG RELIEF WELL Y-2R SHEET 3 OF 3 CG806MRO3CG806.dgn

DRILLING LOG RELIEF WELL Y-2R SHEET 2 OF 3 CG805MRO3CG805.dgn

DRILLING LOG RELIEF WELL Y-2R SHEET 1 OF 3 CG804MRO3CG804.dgn

DRILLING LOG RELIEF WELL Y-1R SHEET 3 OF 3 CG803MRO3CG803.dgn

DRILLING LOG RELIEF WELL Y-1R SHEET 2 OF 3 CG802MRO3CG802.dgn

DRILLING LOG RELIEF WELL Y-1R SHEET 1 OF 3 CG801MRO3CG801.dgn

CROSS SECTIONS - SHEET 8 OF 8CG408MRO3CG408.dgn

CROSS SECTIONS - SHEET 7 OF 8CG407MRO3CG407.dgn

CROSS SECTIONS - SHEET 6 OF 8CG406MRO3CG406.dgn

CROSS SECTIONS - SHEET 5 OF 8CG405MRO3CG405.dgn

CROSS SECTIONS - SHEET 4 OF 8CG404MRO3CG404.dgn

CROSS SECTIONS - SHEET 3 OF 8CG403MRO3CG403.dgn

CROSS SECTIONS - SHEET 2 OF 8CG402MRO3CG402.dgn

CROSS SECTIONS - SHEET 1 OF 8CG401MRO3CG401.dgn

TYPICAL SECTIONSCG301MRO3CG301.dgn

PROFILECG201MRO3CG201.dgn

PLANCG101MRO3CG101.dgn

EXISTING SITE CONDITIONSCS101MRO3CS101.dgn

BORROW SITESGI102MRO3GI102.dgn

ACCESS MAP AND LOCATION MAPGI101MRO3GI101.dgn

SHEET INDEX AND NOTESGI001MRO3GI001.dgn

COVER SHEETG-001MRO3G-001.dgn

DESCRIPTIONSHEET ID NO.FILE NAME

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NEBRASKA

ACCESS FROM I-29

EXIT 107

LANGDON

E R D

U R

270TH ST

LOCATION

PROJECT

F A

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285TH ST

GI101

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C T L

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®of Engineers

US Army Corps

U .S

A R

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MISSOURI RIVER

285TH ST

C H

O N C

O U

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S O

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R O

C K C

R E

E K R

H T B

A N

K F

L O

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B O

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BCOES

B O

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O W S

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C L

V E

STAGING AREA COORDINATES

5 1508336.00 2490895.93

4 1508324.79 2490878.16

3 1508546.79 2490738.09

2 1508546.79 2490944.27

1 1508246.90 2490952.35

PT. # NORTHING EASTING

R O

C K C

R E

E K

L550 LEVEE

O M

A H

A D

T R

LOCATION

PROJECT

STAGING AREA

CONTRACTOR

ROAD

LEVEE TOE

HAUL ROUTE

BORROW SITE

HAUL ROUTE

PRIMARY

ERM

ROM

SHEET RW101.

SITE. SEE

BORROW

CONTRACTOR’S EXPENSE.

RESTORATION PURPOSES SHALL BE AT THE

10. ANY ADDITIONAL SOIL REQUIRED FOR

LEVEE TOE.

ANY LOCATIONS ALONG THE HAUL ROUTE OR

NO WATER SHALL BE ALLOWED TO POND AT

9. AS PART OF ACCESS ROUTE RESTORATION,

CONDITION.

ACCESS/HAUL ROUTES TO PRE-EXISTING

CONTRACTOR SHALL RESTORE ALL

8. UPON COMPLETION OF THE PROJECT, THE

THE DIRECTION OF THE COR.

SPECIFICATION 31 00 00, EARTHWORK AND PER

RIPPED; AND/OR GRADED AS PER

HAUL ROUTES SHALL BE DEEP CHISLED, OR

STAGING AREA, BORROW SITE AREA, AND

7. DISTURBED SURFACES WITHIN THE

PRECIPITATION.

LEVEL FLUCTUATIONS AS WELL AS LOCALIZED

BY MISSOURI RIVER AND ROCK CREEK WATER

RIVERSIDE OF THE LEVEE MAY BE IMPACTED

6. ACCESS TO THE BORROW SITE ON THE

REQUIRED.

NO SEEDING OF THE BORROW SITE IS

SITE SHALL BE GRADED RELATIVELY SMOOTH.

MATERIAL. THE SURFACE OF THE BORROW

USED FOR EITHER RANDOM FILL OR TOPSOIL

SURFACE. THIS BORROW MATERIAL CAN BE

TWO FEET BELOW EXISTING GROUND

EXCAVATED TO A DEPTH OF APPROXIMATELY

REQUIRED BORROW MATERIAL SHALL BE

EDGES OF THE BORROW EXCAVATION. THE

PLACE BETWEEN THE SHORELINE AND THE

FOOT WIDE MINIMUM BERM SHALL REMAIN IN

THE LEVEE RIVERSIDE SEEPAGE BERM. A 20

NO CLOSER THAN 300 FEET FROM THE TOE OF

5. THE IDENTIFIED BORRROW SITE IS LOCATED

OF THE TOE OF THE RIPRAP.

ROADWAY, WITHIN APPROXIMATELY 50 FEET

SHALL STAY ON THE EXISTING EARTHEN

RIVERSIDE SEEPAGE BERM, THE HAUL ROUTE

HAUL ROUTE THAT PARALLELS THE LEVEE

4. FOR THE PORTION OF THE BORROW SITE

UPON THE LEVEE OR ADJACENT LAND.

ENCROACH

LEVEE TOE. THE CONTRACTOR SHALL NOT

EARTHEN ROADWAY, WITHIN 25 FEET OF THE

ROUTE SHALL STAY ON THE EXISTING

AND THE CONSTRUCTION SITE, THE HAUL

ROCK CREEK LEVEE, BETWEEN 285TH STREET

THAT PARALLELS THE LANDSIDE TOE OF THE

3. FOR THE PORTION OF THE HAUL ROUTE

285TH STREET.

THE DRAINAGE DITCH BANK THAT PARALLELS

APPROXIMATELY 75 FEET FROM THE EDGE OF

THE CENTERLINE OF 285TH STREET, OR

MORE THAN 170 FEET INTO THE FIELD FROM

STREET, THE HAUL ROUTE SHALL NOT EXTEND

THROUGH THE FIELD THAT PARALLELS 285TH

2. FOR THE PORTION OF THE HAUL ROUTE

THE PRIMARY ROUTE IS IMPASSABLE.

THAT CAN BE USED BY LIGHT TRUCKS WHEN

285TH STREET AS AN ALTERNATIVE ROUTE

LEVEE CREST MAY BE ACCESSED OFF OF

MATERIALS AND HEAVY TRUCK TRAFFIC. THE

SHOULD BE USED FOR ALL HAULING OF

SHEET IS THE PRIMARY HAUL ROUTE AND

1. THE HAUL ROUTE IDENTIFIED ON THIS

NOTES:

LEVEE RESTORATION.

SPECIFICATION 31 00 00, EARTHWORK FOR

CONSTRUCTION. SEE REQUIREMENTS IN

SUBMITTED PRIOR TO THE START OF

THE PRE-CONSTRUCTION SURVEY SHALL BE

LEVEE IF ACCESSED DURING CONSTRUCTION.

AND POST CONSTRUCTION SURVEYS OF THE

12. THE CONTRACTOR SHALL CONDUCT PRE

THE COR.

EXTENT UNLESS OTHERWISE DETERMINED BY

11. SEED ALL DISTURBED AREAS TO THEIR FULL

6 7

BORROW AREA COORDINATES

10 1508527.39 2489745.99

9 1508303.19 2489873.99

8 1508303.19 2490093.66

7 1508765.31 2489802.09

6 1508765.31 2489696.36

PT. # NORTHING EASTING

A T

N N

D E

N E

D B

D E

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M A

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D A

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.680

870.873

.296

.842

871.858

871.981

872.132

872.172

872.231

O P G

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T E

E L

M W

U T

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M W

U T

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L W -1

U T

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M W

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8R B

L W -1

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L B

R W -1

E R

L B

R W -1

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L B

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M W

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885 885

890 890

C O

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C S .d g n

0 20'20' 10'

B A

R T

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B O

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D M

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CS101

ROCK C

REEK

L550 - ROCK CREEK LEVEE

CONTROL DATA

1. SEE SHEET CG101 FOR VERTICAL AND HORIZONTAL

NOTE:

A N

S I

W F -1

-B -0

892.897

SPOT ELEVATIONS

MINOR CONTOURS

MAJOR CONTOURS

LEGEND

BCOES

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C H

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S O

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C K C

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STRUCTURE

INTERIOR DRAINAGE

EXIST. 36" CMP

STEEL PIPE

EXIST. 60"

PUMP STATION

EXISTING

WATER CONTAINMENT MEASURES.

NO IMPACTS TO LANDS UPSTREAM OF THE

THE DURATION OF THE PROJECT TO ENSURE

PUMPING OR OTHER METHODS THROUGHOUT

FLOWS ACROSS CONTAINMENT AREA VIA

RESPONSIBLE TO CONVEY NORMAL CHANNEL

ADJACENT PROPERTIES. THE CONTRACTOR IS

RIGHT-OF-WAY, AND SHALL NOT IMPACT

BE FULLY CONTAINED WITHIN THE PROJECT

CONTRACTOR’S DEWATERING SYSTEM SHALL

COFFERDAMS) USED AS PART OF THE

ANY WATER CONTAINMENT MEASURES (I.E.

MAKE SURE TO NOT IMPACT LOCAL DRAINAGE.

DRAINAGE DITCH, THE CONTRACTOR SHALL

2. WHEN COMPLETING THE WORK WITHIN THE

PRECIPITATION.

IRRIGATION FLOWS AS WELL AS LOCAL

FLUCTUATIONS IN RIVER, TRIBUTARY, AND

1. SITE CONDITIONS CAN BE IMPACTED BY

NOTES:

10+00

S T

A T

N P

U M

.680

870.873

.296

.842

871.858

871.981

872.132

872.172

872.231

O P G

A T

M P

E R

T E

E L

M W

U T

E R

M W

U T

E R

R B

L W -1

U T

M W

U T

E R

R B

L W -1

U T

E R

R B

L W -1

U T

E R

R B

L W -1

U T

M W

E R

M W

E R

8R B

L W -1

E R

L B

R W -1

E R

L B

R W -1

E R

L B

R W -1

E R

M W

E R

885 885

890 890

C O

N T T

O R

E R S

O L

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

2 3 4 5 6 7 8 9 10

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®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

C G

.d g n

0 20'20' 10'

CG101

P L

E N

U M

B E

E N

A M

A N

S I

A H

N E

S O

U R I

E R

E N

U M

B E

E N

A M

A P

O L A

V E

W F -1

-B -0

W F -1

-B -0

A T

C H

O N C

O U

N T

S O

U R I

R O

C K C

R E

E K R

H T B

A N

K F

L O

O D D

A M

A G

E R

E P

R O J E

C T

S O

U R I

E R L

E V

E E L

O U

R I

E R L

E F

T B

A N

K A

N D

RELIEF WELL LOCATIONS

LB RW 10

RELIEF WELL

LB RW 11

RELIEF WELL

LB RW 12

RELIEF WELL

RB RW 13

RELIEF WELL

RW-Y-1R

RELIEF WELL

RW-Y-2R

RELIEF WELL

RW-Y-3R

RELIEF WELL

8" PVC CONNECTION LOCATIONS

C1 C2 C3

ROCK C

REEK

L550 - ROCK CREEK LEVEE

LEGEND

INTERIOR DRAINAGE STRUCTURE 10+44

PUMP STATION 10+00

C7 12+48

C6 12+00

C5 11+96

C4 11+41

C3 10+77

C2 10+29

C1 10+03

Connection # Station

NEW RIP RAP

CENTERLINE ALIGNMENT

MINOR CONTOURS

MAJOR CONTOURS

PROJECT R-O-W BOUNDARY

PIPE CONNECTION LOCATIONS

60" STEEL PIPE

LB-RW 13 1508125.069 2490958.565

LB-RW 12 1508015.539 2490904.250

LB-RW 11 1508109.721 2490880.376

LB-RW 10 1508225.169 2490874.222

RW-Y-3R 1508298.787 2490908.022

RW-Y-2R 1508247.813 2490934.647

RW-Y-1R 1508190.582 2490947.863

Relief Well Northing Easting

10 AM AND 12 PM.

6) EDGE OF WATER SHOTS WERE COLLECTED NOVEMBER 23RD BETWEEN THE HOURS OF

5) COMBINED GRID FACTOR IS: 0.99992545

4) CONTOUR INTERVAL IS 1 US SURVEY FOOT.

FIELD SURVEY DATE: NOVEMBER 2016.

3) TOPOGRAPHY IS DERIVED FROM GPS/RTK SURVEY METHODS.

VERTICAL DATUM 1988 (NAVD 88). THEY ARE BASED ON CONTROL POINT IH11-06-51.

2) ELEVATIONS ARE REFLECTED IN US SURVEY FEET AND REFER TO THE NORTH AMERICAN

STATE PLANE (2600). THEY ARE BASED ON CONTROL POINT IH11-06-51.

AMERICAN DATUM of 1983 (NAD 83) STATE PLANE COORDINATE SYSTEM FOR: NEBRASKA

1) GRID COORDINATES ARE REFLECTED IN US SURVEY FEET AND REFER TO THE NORTH

SURVEY NOTES

IH 11-06-53 1512331.174 2490501.144 894.246 ALUMINUM CAP ON REBAR

IH 11-06-52 1511807.223 2490620.779 894.985 ALUMINUM CAP ON REBAR

IH 11-06-51 1509245.280 2490970.003 893.283 ALUMINUM CAP ON REBAR

NAME NORTHING EASTING ELEVATION DESCRIPTION

CONTROL DATA

O M

A H

A D

T R

RIPRAP

15" THICK

SEE DETAILS ON SHEET S-301.

CONCRETE WEIR MANHOLE.

DRAINAGE STRUCTURE

36" CMP INTERIOR

REQUIREMENTS.

3. SEE SPECIFICATION 31 05 22, GRADATION, TESTING AND PLACEMENT

AND SPECIFICATION 31 05 21, RIPRAP.

2. SEE SPECIFICATION 31 05 22, GEOTEXTILES USED AS FILTERS

SIDE SLOPES TO ELEVATION 878.0.

THE GEOTEXTILE AND RIPRAP SHALL EXTEND UP THE CHANNEL

1. PLACE GEOTEXTILE AND RIPRAP TO THE DIMENSIONS SHOWN.

NOTES

F E

B R

U A

R Y

F E

B R

U A

R Y

B O

A R

D M

A N

B A

R T

900900

10+00 10+10 10+20 10+30 10+40 10+50 10+60 10+70 10+80 10+90 11+00 11+10 11+20 11+30 11+40 11+50 11+60 11+70 11+80 11+90 12+00 12+10 12+20 12+30 12+40 12+50 12+60 12+70 12+80

E L E

V A

N F

E E

STATION (FEET)

EXISTING DITCH BOTTOM

6" TOPSOIL

RANDOM FILL

FLOW FLOW

FLOW

GRADE TO DRAIN TO WEIRGRADE TO DRAIN TO WEIR

SEE DETAIL ON SHEET S-302.

FLARED END SECTION.

EXIST. 60" STEEL PIPE

H D

P E

T E

E L

S E

E D

E T

S O

N S

H E

E T S -0

T O E

T E

E L P

C O

N N

E C

H D

P E P

S T

A .0

54" HDPE PIPE PROFILE

H D

P E

S T

A .8

N D

H D

P E

54" HDPE PIPE SLOPE=0.34%54" HDPE PIPE SLOPE=0.34%

SLOPE=0.34%

54" HDPE PIPE

T O

P O

F T

O P

S O

L E

S T

T O

P O

F T

O P

S O

L E

S T

T O

P O

F T

O P

S O

L E

S T

T O

P O

F T

O P

S O

L E

S T

T O

P O

F T

O P

S O

L E

S T

S E

E D

E T

N S

H E

E T S -0

T A

L L P

E C

O L L

A R A

T B

E N

S T

A .5

T O

P O

F T

O P

S O

L E

S T

1V:2H

V C C

O N

N E

C T

S T

V C C

O N

N E

C T

S T

V C C

O N

N E

C T

S T

V C C

O N

N E

C T

S T

V C C

O N

N E

C T

S T

V C C

O N

N E

C T

S T

V C C

O N

N E

C T

S T

AND GEOTEXTILE

15" THICK RIPRAP

R O

P E

G E

L E

C M

O N S

H E

E T S -3

W E

A N

H O

L E S

E E D

E T

C O

N S

T R

U C

C O

N C

R E

T E

S T

A .7

O U

H D

P E

H D

P E

S O

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

2 3 4 5 6 7 8 9 10

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®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

36" CMP PIPE PROFILE

900900

E L E

V A

N F

E E

E L E

V A

N F

E E

9+90

S E

E D

E T

N S

H E

E T S -0

E X

C M

S T

A .5

N N

E C

T T

EXIST. 36" CMP

STATION (FEET)

10+00 10+10 10+20 10+30 10+40 10+50

EXISTING GROUND

6" TOPSOIL

RANDOM FILL

TO ROCK CREEK

FLOW

C M

P .7

S E

E D

E T

N S

H E

E T S -3

I .E

S T

A .0

W E

A N

H O

L E

C G

.d g n

CG201

P R

O F

900900

E L E

V A

N F

E E

E N

U M

B E

E N

A M

0 10'10' 5'

W F -1

-B -0

12+80

A N

S I

B O

A R

D M

A N

B A

R T

O N

A N

S I

W F -1

-B -0

C H

O N C

O U

N T

S O

U R I

R O

C K C

R E

E K R

H T B

A N

K F

L O

O D D

A M

A G

E R

E P

R O J E

C T

S O

U R I

E R L

E V

E E L

O U

R I

E R L

E F

T B

A N

K A

N D

S O

U R I

A H

N E

A P

O L A

V E

E N

U M

B E

E N

A M

O M

A H

A D

T R

0 10'10' 5'

F E

B R

U A

R Y

F E

B R

U A

R Y

ADVERTISEMENTADVERTISEMENT

EXISTING RELIEF WELL

VARIES

E L E

V A

N F

E E

0 5 10 15 20-5-10-15-20

E L E

V A

N F

E E

25-25

880 880

V A

30 35-30-45

885 885

865 865

VARIES

FILL

FLOWABLE

GROUND

EXISTING

FILL

RANDOM

APPROX. 1V ON 2H

6" TOPSOIL

APPROX. 1V ON 2H

TYPICAL SECTION

VARIES

E L E

V A

N F

E E

0 5 10 15 20-5-10-15-20

E L E

V A

N F

E E

25-25

880 880

30 35-30-35

885 885

865 865

FILL

FLOWABLE

GROUND

EXISTING

APPROX. 1V ON 2H

40 45

SEE DETAIL, SHEET S-001.

CONNECT TO 54" HDPE.

SEE DETAIL, SHEET S-001.

CONNECT TO EXIST. 8" PVC.

-40-45

TYPICAL SECTION WITH RELIEF WELL CONNECTION

-40 -35 40 45

GROUND

EXISTING

APPROX. 1V ON 2H

EXISTING GROUND

FILL

RANDOM

~ 872.0

SLOPE VARIES

C C L

D P

E P

E L

H D

P E P

S O

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

2 3 4 5 6 7 8 9 10

SHEET ID

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®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

C G

.d g n

CG301

0 5'5'

T Y

A L S

E C

N S

W F -1

-B -0

C H

O N C

O U

N T

S O

U R I

R O

C K C

R E

E K R

H T B

A N

K F

L O

O D D

A M

A G

E R

E P

R O J E

C T

S O

U R I

E R L

E V

E E L

O U

R I

E R L

E F

T B

A N

K A

N D

S O

U R I

A H

N E

A P

O L A

V E

E N

U M

B E

E N

A M

B A

R T

O N

B O

A R

D M

A N

S I

O M

A H

A D

T R

SPECIFICATION 31 00 00, EARTHWORK.

COMPACTION REQUIREMENTS, REFER TO

2. FOR RANDOM FILL AND TOPSOIL PLACEMENT AND

DISCHARGE PIPES. SEE DETAILS ON SHEET S-001.

1. ASSURE POSITIVE DRAINAGE OF RELIEF WELL

NOTES

F E

B R

U A

R Y

-60 -50-70-90 -80 -10 150-20-40 -30-100

L E

V A

N F

E E

12+50.00

E L E

V A

N F

E E

10 3020

40 110100 120 1401306050 70 9080

6" TOPSOIL

RANDOM FILL

E L E

V A

N F

E E

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

12+64.80

E L E

V A

N F

E E

6" TOPSOIL

EXISTING GROUND

RIPRAP

SHEET CG201

SEE PROFILE ON

DESIGN GRADE

SHEET CG201

SEE PROFILE ON

DESIGN GRADE

GEOTEXTILE

FOR SURFACE PREP

31 00 00, EARTHWORK,

SEE SPECIFICATION

EXISTING GROUND.

C L

H D

P E P

E C L

H D

P E P

ELEV. 878.0

S O

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

2 3 4 5 6 7 8 9 10

SHEET ID

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®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

C G

.d g n

0 10'10' 5'

CG401

C R

O S

S S

E C

N S

S H

E E

T O

0 10'10' 5'

B A

R T

O N

B O

A R

D M

A N

S I

W F -1

-B -0

S O

U R I

A H

N E

A P

O L A

V E

E N

U M

B E

E N

A M

A T

C H

O N C

O U

N T

S O

U R I

R O

C K C

R E

E K R

H T B

A N

K F

L O

O D D

A M

A G

E R

E P

R O J E

C T

S O

U R I

E R L

E V

E E L

O U

R I

E R L

E F

T B

A N

K A

N D

O M

A H

A D

T R

F E

B R

U A

R Y

E L E

V A

N F

E E

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

12+20.00

E L E

V A

N F

E E

E L E

V A

N F

E E

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

12+40.00

E L E

V A

N F

E E

6" TOPSOIL

RANDOM FILL

SHEET CG201

SEE PROFILE ON

DESIGN GRADE

SHEET CG201

SEE PROFILE ON

DESIGN GRADE

FOR SURFACE PREP

31 00 00, EARTHWORK,

SEE SPECIFICATION

EXISTING GROUND.

FOR SURFACE PREP

31 00 00, EARTHWORK,

SEE SPECIFICATION

EXISTING GROUND.

C L

H D

P E P

E C L

H D

P E P

S O

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

2 3 4 5 6 7 8 9 10

SHEET ID

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®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

C G

.d g n

0 10'10' 5'

S H

E E

T O

CG402

C R

O S

S S

E C

N S

0 10'10' 5'

B A

R T

O N

B O

A R

D M

A N

S I

W F -1

-B -0

C H

O N C

O U

N T

S O

U R I

R O

C K C

R E

E K R

H T B

A N

K F

L O

O D D

A M

A G

E R

E P

R O J E

C T

S O

U R I

E R L

E V

E E L

O U

R I

E R L

E F

T B

A N

K A

N D

S O

U R I

A H

N E

A P

O L A

V E

E N

U M

B E

E N

A M

F E

B R

U A

R Y

O M

A H

A D

T R

E L E

V A

N F

E E

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

11+80.00

E L E

V A

N F

E E

E L E

V A

N F

E E

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

12+00.00

E L E

V A

N F

E E

6" TOPSOIL

RANDOM FILL

SHEET CG201

SEE PROFILE ON

DESIGN GRADE

SHEET CG201

SEE PROFILE ON

DESIGN GRADE

FOR SURFACE PREP

31 00 00, EARTHWORK,

SEE SPECIFICATION

EXISTING GROUND.

FOR SURFACE PREP

31 00 00, EARTHWORK,

SEE SPECIFICATION

EXISTING GROUND.

C L

H D

P E P

E C L

H D

P E P

S O

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

2 3 4 5 6 7 8 9 10

SHEET ID

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®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

C G

.d g n

0 10'10' 5'

S H

E E

T O

CG403

C R

O S

S S

E C

N S

B A

R T

O N

B O

A R

D M

A N

S I

W F -1

-B -0

C H

O N C

O U

N T

S O

U R I

R O

C K C

R E

E K R

H T B

A N

K F

L O

O D D

A M

A G

E R

E P

R O J E

C T

S O

U R I

E R L

E V

E E L

O U

R I

E R L

E F

T B

A N

K A

N D

S O

U R I

A H

N E

A P

O L A

V E

E N

U M

B E

E N

A M

F E

B R

U A

R Y

O M

A H

A D

T R

E L E

V A

N F

E E

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

11+40.00

E L E

V A

N F

E E

E L E

V A

N F

E E

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

11+60.00

E L E

V A

N F

E E

6" TOPSOIL

RANDOM FILL

SHEET CG201

SEE PROFILE ON

DESIGN GRADE

SHEET CG201

SEE PROFILE ON

DESIGN GRADE

FOR SURFACE PREP

31 00 00, EARTHWORK,

SEE SPECIFICATION

EXISTING GROUND.

FOR SURFACE PREP

31 00 00, EARTHWORK,

SEE SPECIFICATION

EXISTING GROUND.

C L

H D

P E P

E C L

H D

P E P

S O

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

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