W912ES-18-B-0009_PLANS_FULL-SIZE.PDF

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Attached to: Corps Island Dredge Material Site Unloading Federal contract opportunity
Solicitation number: W912ES-18-B-0009
Issued by: Department of the Army Corps of Engineers Engineering District St Paul

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DREDGED MATERIAL PILE

CORPS ISLAND

L/D 10

L/D 9

L/D 1

L/D 2 L/D 3

L/D 5

L/D 7

L/D 4

L/D 5A L/D 6

L/D 8

MINOT

ROCHESTER

MANKATO

BRAINERD

BEMIDJI

DULUTH

C A N A D A

ST. PAULS.A.F. L/D'S

STATE BOUNDARIES

RIVERS & LAKES

DISTRICT BOUNDARIES

NATIONAL BOUNDARIES

PROJECT

LOCATION

MINNEAPOLIS

L/D LOCK AND DAM

IOWA

SOUTH DAKOTA

NORTH DAKOTA

MINNESOTA

WISCONSIN

S O U R

DEVIL'S

LAKE

R E D

E R

O F

T H E

N O R T H

LAKE OF

THE WOODS

UPPER

RED LAKE

LOWER

RED LAKE

LAKE

ITASCA

CASS

LAKE

WINNIBIGOSHISH

GRAND RAPIDS

LEECH

LAKE

MILLE

LACS

LAKEM

IR.

S T C

ROI

X R .

LAKE

PEPIN

INNE

OTA

RIVER

BIGSTONE

LAKE

TRAVERSE

ST.CLOUD

WIS

CONSIN R.

MICHIGAN

LAKE SUPERIOR

LEGEND

LOCATION MAP

LAKE

ASHTABULA

SHEYENNE

DARLING

LAKE

FORKS

GRAND

EAU CLAIRE

MADISON

PORTAGE

P E W A

CITY

VALLEY

NOT TO SCALE

INDIAN RESERVATION

PRAIRIE ISLAND

+ MILE

BLUFF

DIAMOND

S T U R

G E O

K E

GOOSE LAKE

290TH AVE.

CEMETERY

BLUFF

DIAMOND

A T

O S

E N

N I

S N

O C

S I

REVI

R I

F L

O W

DIAMOND BLUFF WEST, WI-MN

WELCH, MINN.

RED WING, MINN.-WIS.

DIAMOND BLUFF EAST, WIS.-MINN.

QUADRANGLES, 7.5 MINUTE SERIES (TOPOGRAPHIC):

3. VICINITY MAP TAKEN FROM THE U.S. GEOLOGICAL SURVEY

MINNESOTA.

2. CORPS ISLAND DREDGED MATERIAL PILE IS LOCATED IN GOODHUE COUNTY,

1. LOCATION OF SITES SHOWN ARE APPROXIMATE.

M N S

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G-002

S U

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Y A

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GENERAL NOTES:

VICINITY MAP

SCALE 1"=1000'

0 1000' 2000'

B. N. RR.

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®of Engineers

US Army Corps of Engineers

US Army Corps

Sheet

S -1

-B -0

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

FILL

CUT

97-41M

AND NUMBER

BORING LOCATION

WATERMAIN

P.I. POINT

MANHOLE

CATCHBASINCB

WATER VALVE

FIRE HYDRANT

REMOVED BUILDINGS

SANITARY SEWER

EXISTING

STORM SEWER

EXISTING

SANITARY SEWER

NEW

NEW STORM SEWER

LEVEE

AND NUMBER

DWG OUTLINE

OVERHEAD P0WER

EXISTING

EXISTING GAS

SHEETPILE

EXIST

MAX

MIN

SST

TYPEXISTING

GALVANIZED

INSIDE FACE

MAXIMUM

MINIMUM

MISCELLANEOUS

NEAR FACE

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

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

UGNDFES FLARED END SECTION

WIDTH

WATER MAINWM

RIVERWARDR/W

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

HT HEIGHT

NTS NOT TO SCALE

/7 /2

N .T .S

A N

S I

C O

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S I S

L A

N D D

R E

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O A

G /0

P O

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M O

N D B

L U

F F

W I

P I

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S U

G -0 d g n

S T P

A U

L D

T R

S T P

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N E

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T A

U .S

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M Y C

O R

P S O

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E L E

V A

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Y S

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E X A

N D L

E G

E N

G-003

N A

M N S

P C

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E -U .S S

U R

V E

Y F

N A

V D

GENERAL NOTES

LCP LOW CONTROL POOL

TO OBTAIN GROUND COORDINATES.

PROPER LAYOUT OF THE PROJECT. DIVIDE GRID COORDINATES BY THE CF

COORDINATES SHOWN IN THE PLANS TO GROUND COORDINATES FOR

5. THE COMBINED FACTOR (CF) SHALL BE USED TO CONVERT THE GRID

4. LOW CONTROL POOL (LCP) ELEVATION = 673.7 FT AT RIVER MILE 799.2.

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

3. THE INFORMATION ON THESE DRAWINGS CONCERNING TYPE AND LOCATION

2. SURVEY DATA OBTAINED NOVEMBER 2017

CONTRACTING OFFICER UPON CONTRACT AWARD..

VERTICAL CONTROL POINTS ARE AVAILABLE BY REQUEST TO THE

1. TIE DIAGRAMS AND DETAILS DESCRIPTIONS OF HORIZONTAL AND

FT FEET

GROUND DUCT

EXISTING UNDER-

LIMITS OF WORK

RAILROAD

CONTROL POINT

PROJECT

1 DIMENSION

CONTROL POINT

PROJECT

3 DIMENSION

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2 3

4 5

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®of Engineers

US Army Corps of Engineers

US Army Corps

Sheet

DESCRIPTION

CONSTRUCTION DRAWING INDEX

PRODUCT I.D.

DRAWING NO.

AS-BUILT

REF.

SHEET

C-302

C-301

C-102

C-101

G-003

G-002

G-001

CIDSU_C-302---.dgn

CIDSU_C-301---.dgn

CIDSU_C-102---.dgn

CIDSU_C-101---.dgn

CIDSU_G-003---.dgn

CIDSU_G-002---.dgn

CIDSU_G-001---.dgn

TYPICAL SECTION 2 OF 2 CORPS ISLAND

TYPICAL SECTION 1 OF 2 CORPS ISLAND

SITE PLAN CORPS ISLAND

GENERAL MAP VERTICAL & HORIZONTAL CONTROL POINT INFORMATION

INDEX AND LEGEND

VICINITY AND LOCATION MAP

COVER SHEET

DESCRIPTIONDRAWING NO. PRODUCT I.D.

REFERENCE DRAWING INDEX

STGIP001.DGN

POOL DUR_2

POOL DUR_1

ELEVATION HYDROS

BEST MANAGEMENT PRACTICES FOR EROSION AND SEDIMENT CONTROL

POOL 3 DURATION CURVES 1972-2017 JUL-DEC

POOL 3 DURATION CURVES 1972-2017JAN-JUN

POOL 3 HYDROGRAPHS 2008-2017 JAN-DEC

VERTICAL AND HORIZONTAL CONTROL POINTS

NAME NORTHING EASTING ELEVATION DESCRIPTION

OBERN 924,663.80 2,974,116.61 689.23 NGS PID AC4934

CEPDNAV07 931,353.02 2,982,164.46 683.27

746.37 NGS PID PP0444

LANDING

DIAMOND BLUFF BOAT

ALUMINUM COVER AT

ALUMINUM CAP WITH

F 126

UNLOADING SITE

CORPS ISLAND

STATE HIGHWAY 35

RAILROAD

BURLINGTON NORTHERN

OBERN

CEPDNAV07

F126

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®of Engineers

US Army Corps of Engineers

US Army Corps

INDIAN RESERVATION

PRAIRIE ISLAND

BLUFF

DIAMOND

S T U R

G E O

K E

GOOSE LAKE

290TH AVE.

CEMETERY

BLUFF

DIAMOND

A T

O S

E N

S N

O C

S I

REVI

R I

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M N S

P C

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U L L

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C-101

GENERAL MAP

SCALE 1"=1000'

0 1000' 2000'

SHEET ID C-102

+ MILE 800

+ MILE 801

+ MILE 799

+ MILE 798 GATENBEIN LAKE

S U

C -1 d g n

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SEE NOTE 3

DREDGE ACCESS,

1V:3H, SEE NOTE 2

MAXIMUM SIDE SLOPE

1V:3H, SEE NOTE 2

MAXIMUM SIDE SLOPE

SEE NOTE 1

TOP OF BERM = EL 684,

TREES, TYP.

PROTECT EXISTING

TREES, TYP.

PROTECT EXISTING

1V:3H, SEE NOTE 2

MAXIMUM SIDE SLOPE

DEPTH = EL 650

MAXIMUM REMOVAL

SEE NOTE 5

WORK LIMITS,

TREES, TYP.

PROTECT EXISTING 1V:3H

Z=684

Y=926776.93

X=2983689.16

Z=675'

Y=926992.26

X=2983663.43

Z=675'

Y=926802.80

X=2983740.51

Z=684'

Y=927020.43

X=2983628.13

EL 675'

DEPTH = EL 660

MAXIMUM REMOVAL

S O

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L A

MISSISSIPPI RIVER

1V:3H

FLOW

C O

R P

S I S

L A

N D

SITE PLAN CORPS ISLAND

SCALE 1" = 50'

100'0 50'

E L E

V A

N D

A T

U M

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C-3

1V:3H

C-3

CIVIL NOTES:

C-3

C-

THE WORK LIMIT IS 8.2 ACRES.

(APPROXIMATELY EL 675). AREA WITHIN

DREDGE MATERIAL PILE

WORK LIMITS ARE TOE OF EXISTING 5.

WORK LIMITS.

VESSELS ARE PROHIBITED WITHIN THE

ALSO SEEN IN THE IMAGE. RECREATION

WAS TAKEN. RECREATION VESSELS ARE

HAS BEEN PLACED ON SITE SINCE IMAGE

REFERENCE ONLY. DREDGE MATERIAL

DATED 21 MAY 2016 IS SHOWN FOR

IMAGERY TAKEN FROM GOOGLE EARTH 4.

APPROXIMATE LOCATION AS SHOWN.

BE 1V:2H WITH A BOTTOM WIDTH OF 200'.

(EL 664). MAXIMUM SIDE SLOPES SHALL

AND STAGING SHALL BE 10' BELOW LCP

MAXIMUM DEPTH FOR DREDGE ACCESS 3.

ALONG ISLAND PERIMETER.

MAY BE FLATTER TO PROTECT TREES

LOCATION OF EXISTING TREES SLOPES

(APPROXIMATELY EL 675). AT THE

OF EXISTING DREDGE MATERIAL PILE

BEGIN 1V:3H BERM SIDE SLOPES AT TOE

BERM SIDE SLOPES SHALL BE 1V:3H. 2.

OFFICER.

BERM LOCATION WITH CONTRACTING

PROTECT VEGETATION. COORDINATE

LOCATION MAY BE ADJUSTED TO

EDGE AT EDGE OF TREE LINE. BERM

LCP. AT EXISTING TREES, BEGIN BERM

OF BERM SHALL BE 10' (EL 684) ABOVE

BERM LOCATION IS APPROXIMATE. TOP 1.

EXISTING GROUND

EL 650

MAXIMUM REMOVAL DEPTH

SEE NOTE 2

SLOPE VARIES,

15'

SEE NOTE 1

TOP OF BERM, 15'

SEE NOTE 1

TOP OF BERM,

EL 660

MAXIMUM REMOVAL DEPTH

740740

0+000+501+001+502+002+503+003+504+004+505+005+506+006+507+007+508+008+509+009+5010+0010+5011+0011+5012+0012+50

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A R

TYPICAL SECTION CORPS ISLAND

SCALE: 1" = 50' H, 1" = 10' V

T Y

A L S

E C

N O

TREES ALONG ISLAND PERIMETER.

EXISTING TREES SLOPES MAY BE FLATTER TO PROTECT

PILE (APPROXIMATELY EL 675). AT THE LOCATION OF

SIDE SLOPES AT TOE OF EXISTING DREDGE MATERIAL

BERM SIDE SLOPES SHALL BE 1V:3H. BEGIN 1V:3H BERM 2.

CONTRACTING OFFICER.

COORDINATE FINAL BERM LOCATION WITH

MAY BE ADJUSTED TO PROTECT VEGETATION.

BERM EDGE AT EDGE OF TREE LINE. BERM LOCATION

BE 10' (EL 684) ABOVE LCP. AT EXISTING TREES, BEGIN

BERM LOCATION IS APPROXIMATE. TOP OF BERM SHALL 1.

V :3

CIVIL NOTES:

EXISTING GROUND

EL 650

MAXIMUM REMOVAL DEPTH

EXISTING GROUND

15'

SEE NOTE 1

TOP OF BERM, SEE NOTE 1

TOP OF BERM,

15'

SEE NOTE 1

TOP OF BERM,

SEE NOTE 1

TOP OF BERM,

15'

EL 660

MAXIMUM REMOVAL DEPTH

020406080100120140160180200220240 -20 -40 -60 -80 -100 -120 -140 -160 -180 -200 -220

020406080100120140160180 -20 -40 -60 -80 -100 -120 -140 -160

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M N S

P C

S S

O U

T H Z

O N

E -U .S S

U R

V E

Y F

N A

V D

C O

R P

S I S

L A

N D

1V:

3H1V:3H

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

SEE NOTE 2SLOPE VARIES

, SEE NOTE 2

SLOPE VARIES,

1V:3H 1V:

SEE NOTE 2

SLOPE VARIES,

SEE N

OTE

SLOPE V

ARIE

S, B

TYPICAL SECTION CORPS ISLAND

SCALE: 1" = 20'

TYPICAL SECTION CORPS ISLAND

SCALE: 1" = 20'

T Y

A L S

E C

N O

TREES ALONG ISLAND PERIMETER.

EXISTING TREES SLOPES MAY BE FLATTER TO PROTECT

PILE. (APPROXIMATELY EL 675) AT THE LOCATION OF

SIDE SLOPES AT TOE OF EXISTING DREDGE MATERIAL

BERM SIDE SLOPES SHALL BE 1V:3H. BEGIN 1V:3H BERM 2.

OFFICER.

COORDINATE FINAL BERM LOCATION WITH CONTRACTING

MAY BE ADJUSTED TO PROTECT VEGETATION.

BERM EDGE AT EDGE OF TREE LINE. BERM LOCATION

BE 10' (EL 684) ABOVE LCP. AT EXISTING TREES, BEGIN

BERM LOCATION IS APPROXIMATE. TOP OF BERM SHALL 1

CIVIL NOTES:

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