Amendment 1 Plans UP4IP_R-001_ANSI_D_25JUL22.pdf

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(GRACE TRAIL/LAKEVIEW AVENUE)

COVER NEAR WACOTA, MINNESOTA.

ALUMINUM CAP WITH ALUMINUM

724.063,033,422.08897,919.39CEPDNAV08

NGS PID PP0431782.573,016,835.51912,752.89F 127

NGS PID DO7907723.343,013,071.86902,137.42COLVILL

NGS PID DL4231776.743,022,884.63911,433.83ISABELLE N GPS

DESCRIPTIONELEVATIONEASTINGNORTHINGNAME

VERTICAL AND HORIZONTAL CONTROL POINTS

DOWNSTREAM. SEE SHEETS G-106, CS111 AND SPECIFICATIONS

READS LANDING BORROW SITE LOCATED 23 MILES

F 127

ISABELLE

CEPDNAV08

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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SHEET ID

787.7

786.2

6431' OUT OF VIEW

COLVILL CONTROL POINT

3450' OUT OF VIEW

F 127 CONTROL POINT

1112' OUT OF VIEW

ISABELLE N GPS CONTROL POINT

DEAD SLOUGH

LAKE

CATHERINE

PASS

LAKE

PEPIN

WISCONSIN

PIERCE COUNTY

GOODHUE COUNTY

MINNESOTA

SAWDUST BAR

W

ISCONSIN CHANNEL

LILY

POND

BALDWIN

ISLAND

BAY CITY

BURLINGTON NORTHERN SANTA FE RR

S T E

A M

B O

A T

CHANNEL

VIEW

5191' OUT OF

CONTROL POINT

CEPDNAV08

ISLAND 1

BERM 1 MUDFLAT 2

ISLAND 2A

ISLAND 2B

BERM 3

DIKE

ROAD

BASE BID)

DREDGING FOR

(PRIORITY

ACCESS DREDGE

CATHERINE PASS

OVERWINTERING DREDGE 1

OVERWINTERING DREDGE 2

SHORELINE PROTECTION

WISCONSIN CHANNEL

SHORELINE PROTECTION

WISCONSIN CHANNEL

MARSH CHANNEL DREDGING

BASE BID)

DREDGING FOR

(PRIORITY

ACCESS DREDGE

LILY POND

SEDIMENT DEFLECTOR

CATHERINE CUT

SEE SHEET CS112.

SEE SPECIFICATIONS FOR DETAILS.

AVAILABLE ADJACENT TO BALLFIELD.

CONTRACTOR STAGING AREA

MUDFLAT 1

MUDFLAT 3

MARSH DREDGE A

MARSH DREDGE B

DREDGING FOR OPTION 4)

MARSH DREDGE C (PRIORITY

MARSH DREDGE D

(OPTION 4)

STRUCTURE

CONTROL

OUTLET

OPTION 1

(SEE BID SCHEDULE)

OPTION 2

(SEE BID SCHEDULE)

OPTION 4

(SEE BID SCHEDULE)

OPTION 3

(SEE BID SCHEDULE)

DREDGING BETWEEN THESE POINTS SHALL BE

COORDINATED WITH CONTRACTING OFFICER

AND USED FOR FINES BALANCE AND PLACEMENT

®of Engineers

US Army Corps

U .S

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MICHIGAN

LAKE SUPERIOR

LEGEND

LAKE

ASHTABULA

SHEYENNE

R.

DARLING

LAKE

FORKS

GRAND

EAU CLAIRE

MADISON

PORTAGE

CH

IP

P E W A

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CITY

VALLEY

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

IS

R

DEVIL'S

LAKE

R E D

R

IV

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

LAKE

WINNIBIGOSHISH

GRAND RAPIDS

LEECH

LAKE

MILLE

LACS

LAKEM

IS

S

IS

S

IP

P

IR.

S T C

ROI

X R .

LAKE

PEPIN

M

INNE

S

OTA

RIVER

BIGSTONE

LAKE

LAKE

TRAVERSE

ST.CLOUD

WIS

CONSIN

L/D 10

L/D 9

NORTH

0 2000' 4000'

SCALE: 1" = 2000'

VICINITY MAP

F1

A1

LOCATION MAP

SCALE: N.T.S.

A11

TABLE - CONTROL POINTS

SCALE: N.T.S.

0 600' 1200'

SCALE: 1" = 600'

PROJECT FEATURES MAP

C9

NORTH

NOTE: COORDINATES FOR HORIZONTAL CONTROL POINTS LISTED SHALL BE VERIFIED BY THE CONTRACTOR.

SEE V

IEW C

PROJE

CT AREA

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LAKE PEPIN ELEVATION DURATION CURVESR-006

LAKE PEPIN ELEVATION DURATION CURVESR-005

LAKE PEPIN ELEVATION HYDROGRAPHSR-004

LOCK & DAM 3 TAILWATER ELEVATION DURATION CURVESR-003

LOCK & DAM 3 TAILWATER ELEVATION DURATION CURVESR-002

LOCK & DAM 3 TAILWATER ELEVATION HYDROGRAPHSR-001

DESCRIPTIONDRAWING NO.

REFERENCE DRAWING INDEX

UP4IP_S-503.dgnOUTLET CONTROL STRUCTURE DETAILS SHEET 3 OF 3S-503

UP4IP_S-502.dgnOUTLET CONTROL STRUCTURE DETAILS SHEET 2 OF 3S-502

UP4IP_S-501.dgnOUTLET CONTROL STRUCTURE DETAILS SHEET 1 OF 3S-501

UP4IP_S-101.dgnOUTLET CONTROL STRUCTURE PLAN & REPRESENTATIVE SECTIONS-101

UP4IP_CS507.dgnCIVIL DETAILS CULVERT PIPECS507

UP4IP_CS506.dgnCIVIL DETAILS ROCK LINER & ISLAND END PROTECTIONCS506

UP4IP_CS505.dgnCIVIL DETAILS SHORELINE PROTECTION & SAND PADCS505

UP4IP_CS504.dgnCIVIL DETAILS DREDGINGCS504

UP4IP_CS503.dgnCIVIL DETAILS GROINSCS503

UP4IP_CS502.dgnCIVIL DETAILS DIKE, ACCESS ROAD AND WILLOW PLANTINGCS502

UP4IP_CS501.dgnCIVIL DETAILS ISLAND AND MUDFLAT TYPICAL SECTIONSCS501

UP4IP_CS301.dgnTYPICAL SECTION FILL TRANSITION TO EXISTING ISLANDCS301

UP4IP_CS112.dgnSTAGING AREA NORTHCS112

UP4IP_CS111.dgnBORROW SITE READS LANDING DETAILCS111

UP4IP_CS110.dgnPLAN AND PROFILE STA. 38+50 TO 51+00 ACCESS ROADCS110

UP4IP_CS109.dgnPLAN AND PROFILE STA. 25+50 TO 38+50 ACCESS ROADCS109

UP4IP_CS108.dgnPLAN AND PROFILE STA. 12+50 TO 25+50 ACCESS ROADCS108

UP4IP_CS107.dgnPLAN AND PROFILE STA. 0+00 TO 12+50 ACCESS ROADCS107

UP4IP_CS106.dgnSITE PLAN CATHERINE CUT ROCK LINER AND SEDIMENT DEFLECTORCS106

UP4IP_CS105.dgnSITE PLAN DIKE, MARSH CHANNEL DREDGING AND MARSH DREDGE A TO DCS105

UP4IP_CS104.dgnSITE PLAN ACCESS DREDGECS104

UP4IP_CS103.dgnSITE PLAN BERM 3 AND MUDFLAT 3CS103

UP4IP_CS102.dgnSITE PLAN ISLAND 2A, ISLAND 2B AND MUDFLAT 2CS102

UP4IP_CS101.dgnSITE PLAN ISLAND 1, BERM 1, MUDFLAT 1 AND OVERWINTERING AREAS 1 & 2CS101

UP4IP_B-205.dgnSOIL BORING LOGS SHEET 5 OF 5B-205

UP4IP_B-204.dgnSOIL BORING LOGS SHEET 4 OF 5B-204

UP4IP_B-203.dgnSOIL BORING LOGS SHEET 3 OF 5B-203

UP4IP_B-202.dgnSOIL BORING LOGS SHEET 2 OF 5B-202

UP4IP_B-201.dgnSOIL BORING LOGS SHEET 1 OF 5B-201

UP4IP_B-101.dgnBORING SITE PLANB-101

UP4IP_G-601.dgnCONTROL TABLESG-601

UP4IP_G-107.dgnEXCLUSION AREASG-107

UP4IP_G-106.dgnBORROW SITE GENERAL AREAG-106

UP4IP_G-105.dgnALIGNMENT PLAN SHEET 3 OF 3G-105

UP4IP_G-104.dgnALIGNMENT PLAN SHEET 2 OF 3G-104

UP4IP_G-103.dgnALIGNMENT PLAN SHEET 1 OF 3G-103

UP4IP_G-102.dgnGENERAL SITE PLAN SHEET 2 OF 2G-102

UP4IP_G-101.dgnGENERAL SITE PLAN SHEET 1 OF 2G-101

UP4IP_G-003.dgnGENERAL NOTES, LEGEND, DRAWING INDEX AND ABBREVIATIONSG-003

UP4IP_G-002.dgnVICINITY MAP, LOCATION MAP AND CONTROL POINTS TABLEG-002

UP4IP_G-001.dgnCOVER SHEETG-001

PRODUCT I.D.DESCRIPTIONSHEET REF.

CONSTRUCTION DRAWING INDEX

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

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B Y

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Y

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D E

S

IG

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IC

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D A

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S I Z

E

M A

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D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

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

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

CJ

DIA

EF

EJ

EL

EW

FF

GALV

IF

MISC

NF

OF

NO

OC

SPEC

T&B

UNO

UGND

FES FLARED END SECTION

WIDTH

WATER MAINWM

W

RIVERWARDR/W

LANDWARDL/W

SCALE:

SUPPLEMENTAL INFORMATION

DETAIL/SECTION

SCALE:

D5 DETAIL/SECTION

SUPPLEMENTAL INFORMATION

C-102

D5 C-302

D5

SHEET ID X-000

A

HT HEIGHT

NTS NOT TO SCALECP CATHERINE PASS

EACH VIEW)

(CENTERED UNDER

VIEW SUBTITLE

ANOTHER DRAWING

VIEW SHOWN ON

SECTION CUT W/

ANOTHER DRAWING

DETAIL SYMBOL W/

SAME DRAWING

DETAIL SYMBOL W/

SAME DRAWING

VIEW SHOWN ON

SECTION CUT W/

3 DIMENSIONAL

POINT

CONTROL

2 DIMENSIONAL

POINT

CONTROL

1 DIMENSIONAL

POINT

CONTROL

PATTERN

RIPRAP

D5

LCP LOW CONTROL POOL

AND NUMBER

DWG OUTLINE

WORK

LIMITS OF

AND NUMBER

LOCATION

BORING

SECTION/DETAIL)

UNDER

(CENTERED

DRAWING

ANOTHER

TITLE ON

SECTION/DETAIL

SECTION/DETAIL)

UNDER

(CENTERED

DRAWING

TITLE ON SAME

SECTION/DETAIL

GENERAL CROSS-REFERENCING SYMBOLS

ABBREVIATIONS

GENERAL LEGEND

FRONT SIDE

SECTION

ELEVATION

TOP

C-501

FILL

CUT

97-41M

P.I. POINT

LEVEE

EXIST

MAX

MIN

SST

TYP

EXISTING

FAR FACE

®of Engineers

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C F

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ID

MGMT MANAGEMENT

DREDGE

AVAILABLE.

OFFICER REGARDING STAGING AREA AND SERVICES

SPECIFICATIONS AND COORDINATE WITH CONTRACTING

LOADING ONLY). CONTRACTOR SHALL REVIEW

BAY CITY (SHEET CS112) AND READS LANDING (MATERIAL

STAGING AREA IS AVAILABLE FOR CONTRACTOR USE IN 14.

COORDINATED WITH THE CONTRACTING OFFICER.

HYDRAULIC DREDGING PIPELINE ROUTES SHALL BE 13.

LOWEST CONTROL POOL ELEVATION IS 666.6.12.

CHART 22.

2019 AND 2020 AERIAL PHOTOGRAPHY AND USACOE NAV,

IMAGERY TAKEN FROM USDA FARM SERVICE AGENCY 11.

WITH CONTRACTING OFFICER PRIOR TO CONSTRUCTION.

SPECIFICATIONS FOR REQUIREMENTS AND COORDINATE

CHANNEL OR MAY BE PLACED ON FINISHED ISLAND. SEE

SHALL BE PLACED ALONG DOWNSTREAM EDGE OF

STUMPS ENCOUNTERED DURING DREDGING OPERATIONS

OF NAVIGATING AND DREDGING IN SUCH CONDITIONS.

CONSIDERATION SHALL BE GIVEN TO THE DIFFICULTIES

ISLANDS MAY BE LOCATED IN A STUMP FIELD. DUE 10.

DAMAGE TO THESE UTILITIES.

LOCATION OF UTILITIES AS MAY BE NECESSARY TO AVOID

FOR MAKING THE DETERMINATION AS TO THE TYPE AND

OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE

TYPE AND LOCATION OF UTILITIES MAY NOT BE ACCURATE

THE INFORMATION ON THESE DRAWINGS CONCERNING 9.

UPON CONTRACT AWARD.

AVAILABLE BY REQUEST TO THE CONTRACTING OFFICER

HORIZONTAL AND VERTICAL CONTROL POINTS ARE

TIE DIAGRAMS AND DETAILED DESCRIPTIONS OF 8.

83 US FOOT.

OTHERWISE NOTED. ORIGINAL DATA WAS COMPILED NAD

ALL ELEVATIONS ARE REFERENCED TO NAVD88 UNLESS 7.

ADJUSTMENTS TO ANY OF THE PROJECT ALIGNMENTS.

OFFICER RESERVES THE RIGHT TO MAKE MINOR

THE GOVERNMENT AND ASSOCIATED CONTRACTING 6.

SYSTEM, SOUTH ZONE.

COORDINATES BASED ON MINNESOTA STATE PLANE GRID 5.

WITH CONTRACTING OFFICER PRIOR TO CONSTRUCTION.

SPECIFICATIONS FOR REQUIREMENTS AND COORDINATE

SHALL BE FIELD STAKED BY THE CONTRACTOR. SEE

THE LAYOUT OF THE PROJECT FEATURES AS SHOWN 4.

SOUNDINGS.

1997 GROUND SURVEYS. SOUNDING DATA FROM 2019

ACTUAL ELEVATIONS. WISCONSIN ORIGINAL DATA FROM

CONSTRACTOR IS RESPONSIBLE FOR VERIFYING ALL

DATA COLLECTED OVER A NUMBER OF YEARS. THE

DEVELOPED FROM AERIAL PHOTOGRAPHY AND SURVEY

ELEVATIONS DEPICTED ON THESE DRAWINGS WERE

TOPOGRAPHICAL CONTOURS, BATHYMETRY AND SITE 3.

DRAWINGS).

PROGRESS. SEE HYDROGRAPHS (REFERENCE

FLUCTUATIONS THAT MAY IMPACT CONTRACTOR WORK

HIGHLY SUSCEPTIBLE TO FLOODING AND RIVER STAGE

THE ENTIRE PROJECT SITE IS WITHIN THE RIVER AND IS 2.

CONDITION UPON COMPLETION OF CONSTRUCTION.

ACCESS SHALL BE ESTABLISHED BACK TO PRE-PROJECT

AREA FROM THE WISCONSIN CHANNEL. THIS OVERLAND

CONTRACTOR TO ACCESS THE ISLAND 1 AND BERM 1

OVERLAND ACCESS MAY BE TEMPORARILY USED BY THE

PROPOSED ACCESS ROAD TO THE DIKE. AN ADDITIONAL

RIVER ONLY; A LAND ACCESS IS PROVIDED VIA THE

ACCESS TO THE MAJORITY OF PROJECT FEATURES IS BY 1.

GENERAL PROJECT NOTES:

FINES FILL

GRANULAR FILL

ROADWAY

BASE COURSE

AGGREGATE