22B0020 Fisher_Island_Planset.pdf

PDF 23 MB Posted Jul 27, 2022

Attached to: Fisher Island Shoreline Stabilization Federal contract opportunity
Solicitation number: W912ES22B0020
Issued by: Department of the Army Corps of Engineers Engineering District St Paul

About this file

Written by GovTribe AI · Dec 27, 2023

This document provides details on a federal contract opportunity for shoreline stabilization work. The solicitation is for placement of riprap into vanes to protect the shoreline at Fisher Island near Pool 5 in Minneiska Township, Minnesota. The solicitation number is W912ES22B0020 and it is being offered by the Department of the Army Corps of Engineers Engineering District St Paul. The opportunity type is listed as a solicitation and appears to pertain to required stabilization and erosion control services to protect the specified shoreline location.

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Other files for this federal contract opportunity

Other files attached to Fisher Island Shoreline Stabilization, newest first.
File	Type	Posted
Bidding Abstract_Fisher Island_22B0020.pdf	PDF	Sep 2, 2022
22B0020 Amendment 0003.pdf	PDF	Aug 23, 2022
22B0020 Amendment 0002.pdf	PDF	Aug 16, 2022
22B0020 Amendment 0001.pdf	PDF	Aug 10, 2022
22B0020 Fisher_Island Solicitation.pdf	PDF	Jul 27, 2022

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

%PRODUCTION DATA 1%

®of Engineers

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DIVISION

EC-D

BRANCH

EC-H

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APPROVED BY:

APPROVAL RECOMMENDED BY:

CHIEF DIVISIONENGR & CONST

EC-D

CHIEF

CHIEF BRANCH

BRANCH

CHIEF BRANCH

EC-H

EC-G

MENDATION OF ALL DRAWINGS IN THIS SET.

SIGNATURES INDICATE OFFICIAL RECOM-

MENT AS REQUIRED BY ER 1110-1-8152.

WITHIN THE SCOPE OF THEIR EMPLOY-

APPEAR ON THESE PROJECT DOCUMENTS

TRATION DESIGNATIONS OF INDIVIDUALS

THE INITIALS OR SIGNATURES AND REGIS-

PAUL DISTRICT CORPS OF ENGINEERS.

THIS PROJECT WAS DESIGNED BY THE ST.

TECHNICAL LEAD

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FISHER ISLAND STABILIZATION

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MINNEISKA TOWNSHIP, MN

POOL 5

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SOLICITATION NO.: W912ES22B0020

CONTRACT NO.:

ISSUE DATE: JUNE 2022

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VICINITY MAP

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LEGEND

RIVERS & LAKES

LOCK AND DAM

NATIONAL BOUNDARIES

DISTRICT BOUNDARIES

STATE BOUNDARIES

IOWA

SOUTH DAKOTA

NORTH DAKOTA

MINNESOTA

WISCONSIN

MINOT

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FORKS

GRAND

CITY

VALLEY

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BRAINERD

BEMIDJI

MINNEAPOLIS

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MANKATO

ST. PAUL

EAU CLAIRE

ROCHESTER

MADISON

PORTAGE

WIS

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DULUTH

GRAND RAPIDS

LAKE

DEVIL'S

CLOUD

ST.

C A N A D A

LOCATION

PROJECT

HEYENNE R

MICHIGAN

NORTH

BUFFALO CITY

FISHER ISLAND SITE

NORTH

DISTANCE FROM SITE 12,269 FT

C.P. P125

DISTANCE FROM SITE 20,989 FT

C.P. ELWAY

DISTANCE FROM SITE 15,236 FT

C.P. HOOS

DISTANCE FROM SITE 18,262 FT

C.P. WEST NEWTON

VERTICAL AND HORIZONTAL CONTROL POINTS

LOCATION MAP

SCALE: 1"=1000'

0 2000'1000'

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DESCRIPTION

CONSTRUCTION DRAWING INDEX

PRODUCT I.D.

DRAWING NO.

AS-BUILT

REF.

SHEET

GENERAL SHEET NOTES

LIMITS OF WORK

FILL

CUT

97-41M

WATERMAIN

P.I. POINT

MANHOLE

CATCHBASINCB

WATER VALVE

FIRE HYDRANT

SANITARY SEWER

EXISTING

STORM SEWER

EXISTING

LEVEE

AND NUMBER

DWG OUTLINE

OVERHEAD P0WER

EXISTING

GROUND DUCT

EXISTING UNDER-

EXISTING GAS

SHEETPILE

SHEET ID X-000

BUILDINGS

REMOVED

SEWER

SANITARY

NEW

SEWER

NEW STORM

AND NUMBER

LOCATION

BORING

3 DIMENSIONAL

POINT

CONTROL

2 DIMENSIONAL

POINT

CONTROL

1 DIMENSIONAL

POINT

CONTROL##

GUARD RAIL

POWER POLES

GENERAL LEGEND

EXIST

MAX

MIN

SST

TYPEXISTING

FAR FACE

GALVANIZED

INSIDE FACE

MAXIMUM

MINIMUM

MISCELLANEOUS

NEAR FACE

OUTSIDE FACE

ON CENTER

STAINLESS STEEL

TOP AND BOTTOM

TYPICAL

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

UGND

FES FLARED END SECTION

WIDTH

WATER MAINWM

RIVERWARDR/W

LONG

LANDWARDL/W

HT HEIGHT

NTS NOT TO SCALE

GENERAL ABBREVIATIONS

OTHERWISE

UNLESS NOTED

GENERAL VIEW SYMBOLS

EACH VIEW)

(CENTERED UNDER

VIEW SUBTITLE

SCALE:

DETAIL/SECTION

SUPPLEMENTAL INFORMATION

SCALE:1" =XXX'

DETAIL/SECTION

SUPPLEMENTAL INFORMATION

TITLE

SECTION/DETAIL

NTS

0 1' 2'

TOP

FRONT SIDE

ELEVATION SECTION A-A

SECTION CUT

DETAIL SYMBOL

FISP5_CS-301.dgn

FISP5_CS-101.dgn

FISP5_G-003.dgn

FISP5_G-002.dgn

FISP5_G-001.dgn

BENCH TYPICAL SECTION AND VANE TYPICAL PROFILE, VANE TYPICAL SECTION

SITE PLAN

CIVIL DRAWINGS

INDEX DRAWING, LEGEND, GENERAL NOTES AND CONTROL POINTS

VICINITY MAP AND LOCATION MAP

COVER SHEET

C-301

C-101

G-003

G-002

G-001

UTILITIES.

LOCATION OF UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE TO THESE

RESPONSIBLE FOR MAKING THE DETERMINATION AS TO THE TYPE AND

UTILITIES MAY NOT BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS

4.THE INFORMATION ON THESE DRAWINGS CONCERING TYPE AND LOCATION OF

AERIAL IMAGERY COMPLETED JULY 2018

BATHYMETRY COMPLETED DECEMBER 2020

3.EXISTING GROUND SURVEYS COMPLETED JANUARY 2021

2.ELEVATIONS REFER TO NAVD 88

NAD 83(2011) MN SPCS, SOUTHZONE

1.HORIZONTAL COORDINATES BASED ON U.S. SURVEY FEET

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Sheet Name

Drawing Identifier

Sheet Name

Drawing Identifier

Sheet Name

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DRAWING NO.

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REFERENCE DRAWING INDEX

REF.

SHEET

PRODUCT I.D.DESCRIPTION

POOL ELEVATION DURATION CURVES JULY-DECEMBER 1971-2021

POOL ELEVATION DURATION CURVES JANUARY-JUNE 1971-2022

POOL ELEVATION HYDROGRAPHS JANUARY 01- DECEMBER 31 2012-2021

FISHER_ISLANDS_COMBINE.PDF

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645645

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E=3177182.64

N=789117.35

E=3176910.33

N=789089.20

E=3176810.70

N=788920.15

E=3176893.40

N=788706.60

E=3176785.79

N=788279.47

E=3177003.23

N=788208.04

E=3176984.29

N=787916.96

E=3177179.52

N=787979.04

665665

670670

E=3177415.35

N=789179.79

5 6

E=3177415.3594

N=789179.7942

E=3176957.33

N=788037.81

1+00

2+00

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P O

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STA. 2+17.46

STA. 4+25.03

STA. 6+32.61

STA. 8+70.85

STA. 11+55.05

STA. 12+90.92

STA. 14+43.00

STA. 14+84.05

POE

F L

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1 ON 3

1 ON 3 OR FLATTER

PROTECT IN PLACE

EXISTING WING DAM

ACCESS BOUNDARY

Sta 637.83

UPSTREAM ACCESS BOUNDARY

ACCESS POINT 2

E=3177469.44

N=789247.44

VANE 1

30' BERM TOE

ACCESS BOUNDARY

EFFLUENT OUTLET

NO FILL PLACEMENT

E=3177568.23

N=789178.39

E=3177527.73

N=789363.30

E=3177447.74

N=789361.97

30' BERM TOE

45°

30'

E=3177288.14

N=788639.58

VANE 5

E=3177321.46

N=788707.45

VANE 4

Sta 1151.11

UPSTEAM ACCESS BOUNDARY

ACCESS POINT 1

MAX ELEVATION 710.0'

DREDGE FILL MATERIAL CREST-

EL 662.0'

CENTERLINE 30 FT BERM

E=3177437.92

N=789053.34

VANE 3

E=3177464.51

N=789149.74

VANE 2

EL 662.0'

TIE-IN 30' BERM TO EXISTING CONTOUR

EL 672.0'

CENTERLINE 15 FT BENCH

EL 662.0'

CENTERLINE 30 FT BERM

E=3177156.32

N=788307.28

VANE 7

E=3177102.70

N=788115.70

VANE 9

E=3177051.69

N=788033.90

VANE 10EL 662.0'

TIE-IN 30' BERM TO EXISTING CONTOUR

1 ON 3

TRANSITION GRADE AT 1 ON 3

TIE-IN TO EXISTING GRADE

15'

EL 672.0'

CENTERLINE 15 FT BENCH

TRANSITION GRADE AT 1 ON 3

TIE-IN 15' BENCH TO EXISTING GRADE

TRANSITION GRADE AT 1 ON 3

TIE-IN TO EXISTING GRADE

E=3177131.87

N=788210.31

VANE 8

EXISTING WING DAM

TO BE ALIGNED WITH

E=3177254.28

N=788574.60

VANE 6

E=3167199.86

N=803194.64

E=3167159.85

N=803317.29

E=3167089.76

N=803304.66

E=3167109.67

N=803203.26

E=3167097.29

N=803139.72

E=3167176.19

N=803114.62

PROTECT ROCKS IN PLACE

ENTRY/EXIT

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80' 160'0

NORTH

GENERAL NOTES

C-301

FISHER ISLAND STABILIZATION SITE PLAN

SCALE: 1"=80'

CONTROL LINE DATA 30' BERM

SCALE: 1"=80'

NORTH

80' 160'0

UNLESS PERMITTED THROUGH COR

PROTECT ALL TREES IN PLACE. CLEARING AND GRUBBING IS NOT ALLOWED 6.

UNLOADING. ACCESS TO BE CLEAR OF VEGETATION AND DEBRIS.

ACCESS BOUNDARIES PROVIDE FUTURE ACCESS FOR ISLAND LOADING AND 5.

DREDGE FILL MATERIAL.

EL 710'. MAINTAIN 1V:3H OR FLATTER FROM 15' BENCH TO CREST OF ISLAND

MAX ELEVATION OF ISLAND DREDGE FILL MATERIAL TO BE NO HIGHER THAN 4.

MAINTAIN A 15' WIDTH FOR THE BENCH3.

MAINTAIN A 30' WIDTH FOR THE BERM.2.

THROUGHOUT ENTIRE LENGTH.

EXCAVATION OF BENCH WILL BE REQUIRED TO MAINTAIN MINIMUM OF 30"

MAINTAIN A MINIMUM 30" R-80 THICKNESS THROUGH ENTIRE VANE.

EXISTING WING DAM. ROCK VANES TO BE KEYED IN AT EL 662.0' AND

VANE 6 ALIGNMENT TO BE PLACED 62 DEGREES FROM BENCH TO ALIGN WITH

VANES 1-5 and 7-10 ALIGNMENTS TO BE PLACED 45 DEGREES FROM BENCH. 1.

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DREDGE FILL MATERIAL

EXISTING GROUND

1V:

30'

1V:3H

EXISTING GROUND

DREDGE FILL MATERIAL

1V:3H

1V:10H

KEY-IN

BERM FILL SLOPE

1V :1H

1V:1.5H

1V:1.5H 1V :1 .5

15'

7.5'7.5'

15' 15'

40'10'

1.5'

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1V:

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LATTE

(SEE N

OTE

BENCH AND BERM CONSTRUCTION)

(CUT TO BE PLACED FOR

DREDGE FILL MATERIAL

LCP 659.4'

EL 659.5' R-80

R-80 30" MIN THICKNESS

RIPRAP

EL 662.0'

30' BERM

EL 662.0'

EL 672.0'

15' BENCH

RANGE IS 670.0'-710.0'

DREDGE FILL MATERIAL

CREST OF EXISTING

EL 672.0'

EL 658.0'

BERM 662.0'

EL 662.0'

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

0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00

0 10 20 30 40-10-20-30-40

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GENERAL NOTES

VANE TYPICAL PROFILE

SCALE: 1"=10'

10' 20'0

10' 20'0 10' 20'0

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BENCH TYPICAL SECTION

SCALE: 1"=10'

VANE TYPICAL SECTION

SCALE: 1"=10'

C S .d g n

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MINIMUM THICKNESS AND ELEVATIONS OF KEY-INS, SEE PROFILE A13.

QUANTITES OF DREDGE FILL MATERIAL AND TO BE NO HIGHER THAN EL 710'.

1V:3H OF FLATTER. CREST ELEVATIONS TO VARY BASED ON AVAILABLE

SLOPE FROM 15' BENCH TO CREST OF ISLAND DREDGE FILL MATERIAL TO BE 2.

LOW CONTROL POOL (LCP) AT ELEVATION 659.4' (NAVD88).1.

R .M

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A R

FISP5_G001

FISP5_G002

FISP5_G003

FISP5_CS101

FISP5_CS301

	2022-07-13T18:49:08-0500
WOLF.GARY.C.1242833658

	2022-07-13T11:37:46-0500
SENTZ.JAMES.D.1231191743

	2022-07-13T07:38:16-0500
BEHLING.CHRISTOPHER.W.1230533535

	2022-07-13T07:59:58-0500
Kari Hauck

	2022-07-12T20:22:16-0500
LEVINE.ANTHONY.M.1538731230

File details come from the government source that posted it. Updated Jul 27, 2022.