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PUBLIC NOTICE: The proposed project consists of removing the Monterey Dam and spillways, removing appurtenant structures (Mill Race culvert, gate, and vinyl sheet pile), restoring the Rock River shoreline with heavy riprap and natural materials, constructing a storm water pond, and installing various amenities such as kayak launches, limestone steps, woody fish habitat, and a concrete fishing deck.

PROJECT DESCRIPTION AND PURPOSE: The proposed project consists of removing the Monterey Dam and spillways, removing appurtenant structures (Mill Race culvert, gate, and vinyl sheet pile), restoring the Rock River shoreline with heavy riprap and natural materials, constructing a storm water pond, and installing various amenities such as kayak launches, limestone steps, woody fish habitat, and a concrete fishing deck.

Public Notice APPLICANT:

City of Janesville c/o Mike Payne

REFER TO:

MVP-2011-02255-RAN

ISSUED: April 6, 2018 EXPIRES: May 6, 2018

SECTION:404 - Clean Water Act SECTION:10 - Rivers and Harbors Act

1. APPLICATION FOR PERMIT TO discharge fill material into approximately 18.61 acres of the Rock River and adjacent wetland for the removal of the Monterey Dam (in response to a directive by the Wisconsin Department of Natural Resources) and associated river restoration. 2. SPECIFIC INFORMATION AGENT:

Inter-Fluve, Inc. c/o Bart Chapman 8446 Excelsior Drive Madison, WI 53717

PROJECT LOCATION: The project site is located in Section 02, Township 02 North, Range 12 East, Rock County Wisconsin. The approximate coordinates are Latitude: 42.670073 Longitude: -89.029045. DESCRIPTION OF PROJECT: The proposed project consists of removing the Monterey Dam and spillways, removing appurtenant structures (Mill Race culvert, gate, and vinyl sheet pile), restoring the Rock River shoreline with heavy riprap and natural materials, constructing a storm water pond, and installing various amenities such as kayak launches, limestone steps, woody fish habitat, and a concrete fishing deck. The project also includes seeding approximately 25 acres and planting approximately 250 trees and shrubs. See the enclosed figures labeled MVP-2011-02255-RAN Pages 1-13 for an overview of the project plans. A complete plan set is available upon request. To minimize suspension and transport of sediment upstream of the dam, the proposed drawdown would occur over several days with a target of a 6-inch reduction in water surface in the impoundment per day. As proposed, it is not expected that a large quantity of sediment would be mobile following the dam removal. All portions of the dam and appurtenant structures would be removed to an elevation of at least 2 feet below the stream bed and no disturbance to the Center Avenue Bridge would occur. QUANTITY, TYPE, AND AREA OF FILL: Overall the project involves the permanent discharge of fill material into approximately 18.61 acres of the Rock River and adjacent wetland. The project also involves the temporary discharge of fill material into 0.16 acre of the Rock River for construction access. See the table below for a breakdown of the proposed impacts.

Regulatory Branch (File No. MVP-2011-02255-RAN) Plan PROPOSED IMPACT sheet(s) not included Access Route for drawdown

Acres

Square Feet

Temporary or Permanent Impact

Fill

0.06

2500

Temporary

Option 1 (Bulk Bag) Option 2 (Sheet Piling)

0.1 0.03

4362 1090

Temporary Temporary

0.4

2276 2140 1699 N/A 17516

not included Dewatering Barrier

11

River Bank and Stabilization Structure

riprap Log Jam Fabric Encapsulated Soil Lifts (FES Lifts) back fill material Total fill 10, 11, 34, 35 Right Riverbank and Mill Race (downstream), includes wetland area Cut/Fill (total area of disturbance) not included Right Riverbank (upstream) Stone Toe Compacted Soil Outlet Protection Total fill 10, 24 Angler Access (6 total) Limestone slab FES Lifts Total fill 16 Large Wood Cribs (2 total) Total fill 24 Boulder Habitat (50 boulders total) Total fill N/A Temporary storm sewer outlet protection apron Total Fill 17, 34, 36 Storm Pond/Monterey Bay Proposed Pond cut/fill (total area of disturbance) 11, 24 Canoe/Kayak Launch Total fill Permanent Temporary (highest amount)

3

includes all materials Permanent Permanent

0.84

13542 22506 480 36528

Permanent

0.04

960 768 1728

Permanent

0.06

2500

Permanent

0.01

628

Permanent

0

1400 NO LONGER PART of the PROJECT

14.2 0.05

Permanent 2400

Permanent

18.6 0.16

VEGETATION IN AFFECTED AREA: The Mill Race downstream area consists of wetland dominated by reed canary grass and cattail. SOURCE OF FILL MATERIAL: A portion of the fill material would consist of concrete taken from on-site structures that are proposed to be removed. Any off-site fill material utilized for the project would come from an existing commercial source and would be free of any known contaminants. SURROUNDING LAND USE: Land use surrounding the project area consists of mixed use: recreation, business, and residential. DESCRIPTION OF EXCAVATION: Excavation would occur within the river and wetland area during removal of the dam, appurtenant structures, and Mill Race and during the proposed bank stabilization and pond construction activities.

Page 2 of 5

Regulatory Branch (File No. MVP-2011-02255-RAN) THE FOLLOWING POTENTIALLY TOXIC MATERIALS COULD BE USED AT THE PROJECT SITE: The project does not propose to use toxic materials, but fluid used in construction equipment may pose a slight risk. All equipment would be maintained and stored according to the Erosion Control Implementation Plan provided by the contractor. THE FOLLOWING PRECAUTIONS TO PROTECT WATER QUALITY HAVE BEEN DESCRIBED BY THE APPLICANT: The proposed project would be conducted in compliance with the State's erosion control and stormwater best management practices to prevent sediment from leaving the site during and after construction. MITIGATION: No compensatory mitigation is being proposed at this time. 3. FEDERALLY-LISTED THREATENED OR ENDANGERED WILDLIFE OR PLANTS OR THEIR CRITICAL HABITAT None were identified by the applicant. However, the proposed project is within the known or historic range of the following Federally-listed species: Northern Long-Eared Bat (Threatened)

Hibernates in caves and mines ­swarming in surrounding wooded areas in autumn. Roosts and forages in upland forests during spring and summer.

Whooping Crane (Experimental population)

Open wetlands and lakeshores.

Eastern Massasauga (Threatened)

Open to forested wetlands and adjacent uplands.

Rusty Patched Bumble Bee (Endangered)

Grasslands with flowering plants from April through October, underground and abandoned rodent cavities or clumps of grasses above ground as nesting sites, and undisturbed soil for hibernating queens to overwinter.

Eastern Prairie Fringed Orchid (Threatened)

Wet grasslands.

Prairie Bush-clover (Threatened)

Dry to mesic prairies with gravelly soil.

This application is being coordinated with the U.S. Fish and Wildlife Service. Any comments it may have concerning Federally-listed threatened or endangered wildlife or plants or their critical habitat will be considered in our final assessment of the described work. 4. JURISDICTION This application is being reviewed in accordance with the practices for documenting Corps jurisdiction under Sections 9 & 10 of the Rivers and Harbors Act of 1899 and Section 404 of the Clean Water Act identified in Regulatory Guidance Letter 16-01.

Page 3 of 5

Regulatory Branch (File No. MVP-2011-02255-RAN)

5. STATE SECTION 401 WATER QUALITY CERTIFICATION WATER QUALITY CERTIFICATION. This Public Notice has been sent to the Wisconsin Department of Natural Resources and is considered by the District Engineer to constitute valid notification to that agency for Section 401 water quality certification. A permit will not be granted until the Wisconsin Department of Natural Resources has issued or waived Section 401 certification. 6. HISTORICAL/ARCHAEOLOGICAL This public notice is being sent to the National Park Service and the State Archaeologist for their comments. The Corps will review information on known cultural resources and/or historic properties within and adjacent to the project area. The Corps will also consider the potential effects of the project on any properties that have yet to be identified. The results of this review and the Corps' determination of effect will be coordinated with the State Historic Preservation Officer independent of this public notice. Any adverse effects on historic properties will be resolved prior to the Corps authorization, or approval, of the work in connection with this project. 7.

PUBLIC HEARING REQUESTS

Any person may request, in writing, within the comment period specified in this notice, that a public hearing be held to consider this application. Requests for public hearings shall state, in detail, the reasons for holding a public hearing. A request may be denied if substantive reasons for holding a hearing are not provided or if there is otherwise no valid interest to be served. 8. PUBLIC INTEREST REVIEW The decision whether to issue a permit will be based on an evaluation of the probable impact, including cumulative impacts, of the proposed activity on the public interest. That decision will reflect the national concern for both protection and utilization of important resources. The benefit which reasonably may be expected to accrue from the proposal must be balanced against its reasonably foreseeable detriments. All factors which may be relevant to the proposal will be considered, including the cumulative effects. Among those are conservation, economics, aesthetics, general environmental concerns, wetlands, cultural values, fish and wildlife values, flood hazards, floodplain values, land use, navigation, shoreline erosion and accretion, recreation, water supply and conservation, water quality, energy needs, safety, food and fiber production and, in general, the needs and welfare of the people. Environmental and other documents will be available for review in the St. Paul District Office. The Corps of Engineers is soliciting comments from the public; Federal, State, and local agencies and officials; Indian tribes; and other interested parties in order to consider and evaluate the impacts of this proposed activity. Any comments received will be considered by the Corps of Engineers to determine whether to issue, modify, condition, or deny a permit for this proposal. To make this decision, comments are used to assess impacts on endangered species, historic properties, water quality, general environmental effects, and the other public interest factors listed above. Comments are used in the preparation of an Environmental Assessment and/or an Environmental Impact Statement pursuant to the National Environmental Policy Act. Comments are also used to determine the need for a public hearing and to determine the overall public interest of the proposed activity.

Page 4 of 5

Regulatory Branch (File No. MVP-2011-02255-RAN) 9.

REPLIES/COMMENTS

Interested parties are invited to submit to this office written facts, arguments, or objections within 30 days of the date of this notice. These statements should bear upon the suitability of the location and the adequacy of the project and should, if appropriate, suggest any changes believed to be desirable. Comments received may be forwarded to the applicant. Replies may be addressed to: U.S. Army Corps of Engineers Attn: Rachel Nuetzel 250 N. Sunnyslope Road, Suite 296 Brookfield, Wisconsin 53005 Or, IF YOU HAVE QUESTIONS ABOUT THE PROJECT, call Rachel Nuetzel at the Brookfield office of the Corps, telephone number 651-290-5729. To receive Public Notices by e-mail, go to: http://mvp-extstp/list_server/ and add your information in the New Registration Box.

Rebecca Graser Acting Chief, Southeast Section

Enclosures: Figures labeled MVP-2011-02255-RAN Pages 1-13

Page 5 of 5

MONTEREY DAM REMOVAL & RIVER RESTORATION CITY OF JANESVILLE, JANESVILLE, WI FINAL DESIGN, February 13, 2018

W COURT ST

PROJECT LOCATION

E RACINE ST

MONTEREY DAM

ROCK RIVER

LOCATION MAP - WISCONSIN NOT TO SCALE CENTER AVE

OW FL

E

A

26

MILWAUKEE ST

21

A

LOCATION MAP SCALE 1" = 2000'

SHEET INDEX ROCK RIVER W COURT ST 11

E RACINE ST

MONTEREY DAM G

11

IFI_Monterey_Dam_Restoration.dwg - 2/13/2018

VICINITY MAP NOT TO SCALE

1

NO.

02/13/2018 OHW & ALIGNMENT ADDED.

DATE

REVISION DESCRIPTION

DF, CP, BL BW, BC, MM, BL BC, MM, JK DRAWN

DESIGNED

CHECKED

BC

2/13/18

15-04-13

APPROVED

DATE

PROJECT

11

1 - COVER, DRAWING LIST, AND LOCATION MAPS 2 - GENERAL NOTES AND ABBREVIATIONS 3 - SITE PLAN - ACCESS AND EROSION & SEDIMENTATION CONTROL 4 - EXISTING CONDITIONS 5 - EXISTING CONDITIONS CROSS SECTIONS 6 - DEMOLITION SITE PLAN 7 - PROPOSED CONDITIONS OVERVIEW AND SHEET INDEX 8 - PROPOSED CONDITIONS 9 - PROPOSED CONDITIONS 10 - WETLAND PARK DOWNSTREAM PLAN 11 - WETLAND PARK UPSTREAM PLAN 12 - WETLAND PARK GRADING CROSS SECTIONS 13 - WETLAND PARK GRADING CROSS SECTIONS 14 - WETLAND PARK TYPICAL SECTIONS 15 - BOULDER HABITAT ENHANCEMENT 16 - UPSTREAM BANK TREATMENT 17 - MONTEREY BAY PROPOSED POND 18 - POND OUTLET 19 - POND GRADING CROSS SECTIONS

MONTEREY DAM REMOVAL & RIVER RESTORATION CITY OF JANESVILLE JANESVILLE, WI MVP-2011-02255-RAN Page 1 of 13

20 - POND GRADING CROSS SECTIONS 21 - CONCRETE REVETMENT REMOVAL PLAN 22 - CONCRETE REVETMENT REMOVAL PLAN 23 - CONCRETE REVETMENT REMOVAL GRADING SECTIONS 24 - UPSTREAM BOULDER HABITAT AND PARK AMENITIES 25 - DOWNSTREAM STORM SEWER OUTFALL PROTECTION 26 - ANGLER ACCESS DETAILS 27 - CONCRETE PLATFORM DETAILS 28 - LARGE WOOD HABITAT TYPICAL DETAILS 29 - LOG CABLE CONNECTION DETAILS 30 - BOULDER HABITAT TYPICAL DETAILS 31 - EMERGENCY POND OVERFLOW DETAILS 32 - FABRIC DETAILS 33 - FES LIFTS CONSTRUCTION SEQUENCE 34 - PLANTING PLAN OVERVIEW 35 - WETLAND PARK PLANTING PLAN 36 - POND PLANTING PLAN 37 - UPSTREAM RIGHT BANK PLANTING PLAN SHEET

301 South Livingston Street, Suite 200 Madison, WI 53703 608.441.0342 www.interfluve.com

COVER, DRAWING LIST, AND LOCATION MAPS

1 OF 37

TEMPORARY STAGING AREA. STABILIZED CONSTRUCTION ENTRANCE LOCATIONS TO BE FIELD LOCATED BY THE ENGINEER

0

300

600

STONE TRACKING PAD

TEMPORARY STAGING AREA EXISTING CULVERT TO BE REMOVED

SCALE IN FEET STONE TRACKING PAD

TEMPORARY ACCESS WM

TEMPORARY STAGING AREA WITH STONE TRACKING PAD

LIMITS OF DISTURBANCE

58+00

WM

EXISTING VINYL SHEET PILE WALL TO BE REMOVED

STAGING AREA WITH PROTECTED SIDEWALK CROSSING OR REPLACEMENT OF DAMAGED SIDEWALK

4 REBAR W/CAP

0 56+0

MONTEREY BAY 00 54+

PROPOSED SILT FENCE WM

16+00

0 4+0

1

18+00

20+00

FLOW

0

WM

SM

SM

SM

SM

SM

EXISTING BRIDGE PIERS REMAIN 24+TO 00 26+0 0

0

MONTEREY DAM TO BE REMOVED

+0 48

2 PK NAIL 0

00 44+

30+0

0

SM

32+0

0

RO

CK

SM SM

34+00

RIV

ER

36+00

CENTER AVE

SM

38+00

TEMPORARY ACCESS WITH STONE TRACKING PAD

BIKE PATH WILL 0 BE CLOSED BY THE CITY. +0 THE STREET46SHALL REMAIN OPEN.

28+0

SM

WM

SM

22+0

PROTECT EXISTING TREES AND PATH

3 PK NAIL

TEMPORARY DEWATERING BARRIER

WM

CLEARING AND GRUBBING EXISTING GATE TO BE REMOVED 00 12+ EXISTING 00 UTILITY POLE 10+BE RELOCATED TO 0 R 8+0 IVE KR SM ROC

EXISTING CONCRETE 00 REVETMENT TO5BE 2+ PARTIALLY DEMOLISHED 0 +0 50

EXISTING STORM SEWER OUTFALL STRUCTURES

42+00

40+00

EXACT DISTURBANCE LIMITS TO BE DETERMINED BY THE CONTRACTOR

SM SM

SM

SM

PLAN LEGEND CP_

WM SM

WM SM

WM

WM SM

WM SM

TEMPORARY ACCESS WITH STONE TRACKING PAD

SURVEY CONTROL POINT LIMITS OF DISTURBANCE TEMPORARY STAGING AREA STONE TRACKING PAD EXISTING PROPERTY LINES PROPOSED SILT FENCE

SM WM

SANITARY MAINS WATER MAINS UTILITY POLE LOCATION APPROX.

IFI_Monterey_Dam_Restoration.dwg - 2/13/2018

TEMPORARY DEWATERING BARRIER TEMPORARY ACCESS

1

NO.

02/13/2018 OHW & ALIGNMENT ADDED.

DATE

REVISION DESCRIPTION

NOTE:

Survey Control Point #

Northing

Easting

Elevation

Description

2

264112.760

492726.230

764.400

PK Nail

3

264269.930

492309.440

764.250

PK Nail

4

264544.610

490809.350

765.890

Rebar w/Cap

DF, CP, BL BW, BC, MM, BL BC, MM, JK DRAWN

DESIGNED

CHECKED

BC

2/13/18

15-04-13

APPROVED

DATE

PROJECT

THE CONTRACTOR WILL BE REQUIRED TO ACCESS THE RIVER AND DISTURB THE RIVER BANK FOR MUCH OF THE PROPOSED CONSTRUCTION, WHICH WILL LIMIT THE ABILITY TO MAINTAIN SILT FENCE BETWEEN ALL DISTURBED AREAS AND THE RIVER. WHEN CONTRACTOR IS NOT ACCESSING THE RIVER RIVER BANK IN DISTURBED LOCATIONS AND WHENEVER RAIN IS FORECAST, SILT SOCKS OR OTHER APPROVED SEDIMENT CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH WISCONSIN DNR TECHNICAL STANDARD 1071 "INTERIM MANUFACTURED PERIMETER CONTROL AND SLOPE INTERRUPTION PRODUCTS" BETWEEN DISTURBED AREAS AND THE RIVER.

MONTEREY DAM REMOVAL & RIVER RESTORATION CITY OF JANESVILLE JANESVILLE, WI MVP-2011-02255-RAN Page 2 of 13

301 South Livingston Street, Suite 200 Madison, WI 53703 608.441.0342 www.interfluve.com

SITE PLAN - ACCESS AND EROSION & SEDIMENTATION CONTROL

SHEET

3 OF 37

OHE

STONE TRACKING PAD OHE

TEMPORARY STAGING AREA OHE

LIMITS OF DISTURBANCE PROPOSED ACCESS

OHE

WM

E

UTILITY POLE LOCATION APPROX. WM

E

EXISTING RIPRAP TO BE REMOVED WM

E WM WM

OHE WM

OHE WM WM

OHE

WM

OHE

SM

SM

SM

MONTEREY DAM TO BE REMOVED TO 2-FT BELOW STREAM BED ELEVATION

SM

SM

SM

SM

SM

SM

SHEET 9 - PROPOSED CONDITIONS SM

DESIGNED

CHECKED

BC

2/13/18

15-04-13

APPROVED

DATE

PROJECT

MVP-2011-02255-RAN Page 3 of 13

SM SM

WM

DRAWN

MONTEREY DAM REMOVAL & RIVER RESTORATION CITY OF JANESVILLE JANESVILLE, WI

SM

WM

IFI_Monterey_Dam_Restoration.dwg - 2/13/2018

M

OHE

REVISION DESCRIPTION

CENTER AVE

OHE

DATE

W

OHE

NO.

DF, CP, BL BW, BC, MM, BL BC, MM, JK

WM

OHE

SM SM

160

WATER MAIN IS ATTACHED TO BRIDGE

WM

OHE

SM

SM

WM

OHE

SM

SM

SM

SM

SCALE IN FEET 02/13/2018 OHW & ALIGNMENT ADDED.

TEMPORARY DIVERSION BARRIER

EXISTING BRIDGE PIERS TO BE PROTECTED DURING DAM DEMOLITION

AVOID DISTURBANCE OF TREES IDENTIFIED BY OWNER'S REPRESENTATIVE IN THIS AREA

14. RESTORE DISTURBED AREAS OUTSIDE OF THE GRADING LIMITS TO PRE-PROJECT CONDITIONS.

1

OVERHEAD ELECTRIC APPROX.

WM

OHE

EXISTING UTILITY POLE TO BE RELOCATED. RESET UTILITY POLE WITH NO CHANGE IN UTILITY ELEVATIONS

12. BUILD FABRIC ENCAPSULATED SOIL LIFTS WHERE SHOWN. 13. PLACE TOPSOIL WHERE SHOWN, SEED AS DESCRIBED IN THE SPECIFICATIONS, AND INSTALL FINAL SURFACE FABRIC.

OHE

OHE

EXISTING RIPRAP TO BE REMOVED, TYP

11. REMOVE AND DISPOSE OF PARALLEL SECTION OF THE SPILLWAY.

80

PROPOSED RIPRAP

OH

EXISTING GATE STRUCTURE TO BE REMOVED

10. REMOVE TEMPORARY DIVERSION BARRIER.

0

TEMPORARY DIVERSION BARRIER

OH

REMOVE GATE AND CULVERT STRUCTURES TO AT LEAST 2 FT BELOW PROPOSED GRADE. COMPLETE BANK TOE CONSTRUCTION AS SHOWN.

WATER MAINS

WM

E OH

9.

SANITARY MAINS

SM

SHEET 8 - PROPOSED CONDITIONS

AFTER THE WATER SURFACE ELEVATION DROPS BELOW THE TOP OF THE GATES, SUCH THAT NO WATER IS FLOWING OVER THEM, REMOVED DAM CONCRETE AND SOIL MAY BE DISPOSED WITHIN THE FILL AREAS. CONCRETE MUST BE BROKEN INTO PIECES NOT LARGER THAN 0.5 FEET PRIOR TO REUSE AS FILL MATERIAL. ALL EXPOSED REBAR MUST BE REMOVED FROM THE CONCRETE PRIOR TO REUSE AS FILL MATERIAL. REMOVE VINYL SHEET PILE WALL TO AT LEAST 2 FEET BELOW PROPOSED GRADE.

EXISTING PROPERTY LINES

OH

EXISTING VINYL SHEET PILE WALL TO BE REMOVED TO 2 FT BELOW PROPOSED GRADE

INSTALL RIPRAP PER SPECIFICATIONS WHERE CONCRETE WAS REMOVED ADJACENT TO THE SOUTH BRIDGE ABUTMENT.

8.

DAM TO BE REMOVED

PROPOSED SILT FENCE - TBD

BEGIN REMOVING THE DAM STARTING AT THE SOUTH SIDE TO ALLOW FOR EXIT FROM THE RIVER WITHOUT CROSSING THE MOST CONCENTRATED FLOW. THE DAM MAY ONLY BE REMOVED AT A RATE THAT ALLOWS THE IMPOUNDMENT WATER SURFACE ELEVATION TO DROP 6 INCHES PER DAY.

WHEN ALL THE FLOW IS GOING THROUGH THE NOTCH WHERE THE DAM IS REMOVED, INSTALL TEMPORARY DIVERSION BARRIER WHERE SHOWN. THE PARALLEL NORTH SPILLWAY SHOULD BE LEFT IN PLACE WHILE THE TOE OF THE RIGHT BANK IS CONSTRUCTED TO CONTROL SEDIMENT. THE RIGHT BANK RECONSTRUCTION AREA DOWNSTREAM OF THE BRIDGE MUST BE DEWATERED AND ALL FISH SALVAGED PRIOR TO CONSTRUCTION.

EXISTING CULVERT STRUCTURE TO BE REMOVED TO 2 FT BELOW PROPOSED GRADE

4 REBAR W/CAP E OH

CONTRACTOR MAY TEMPORARILY PLACE STONE AND/OR CULVERTS IN THE RIVER TO FACILITATE ACCESS TO THE DOWNSTREAM FACE OF THE DAM FOR THE PURPOSES OF DEMOLISHING THE DAM. ALL MATERIAL PLACED IN THE RIVER TO FACILITATE ACCESS MUST BE REMOVED UPON COMPLETION OF THE DAM REMOVAL.

STONE TRACKING PAD

WM

DAM DEMOLITION MAY BE COMPLETED "IN THE WET" WITHOUT ISOLATING THE DAM FROM THE FLOWING RIVER. ACCESS TO THE DAM SHALL BE WITHIN THE RIVER. ACCESS TO THE RIVER SHALL BE FROM THE NORTH SIDE OF THE RIVER.

E

7.

TEMPORARY ACCESS

WM

TEMPORARY STAGING AREA OH

6.

LIMITS OF DISTURBANCE

TEMPORARY STAGING AREA

- VIBRATION-INDUCING WORK ACTIVITY PLAN

5.

PROPOSED 1-FT CONTOUR

WM

- COFFERDAM DESIGN AND SPECIFICATIONS

4.

EXISTING 1 FT CONTOUR

WM

- EROSION CONTROL PLAN INCLUDING EQUIPMENT ACCESS AND CONSTRUCTION SEQUENCING

3.

CENTER AVE

CONTRACTOR SHALL SUBMIT THE FOLLOWING ACCORDING TO THE REQUIRMENTS IN THE SPECIFICATIONS:

- DEWATERING PLAN

2.

PLAN LEGEND

WM

1.

WM

SUGGESTED CONSTRUCTION SEQUENCE

SM

SHEET 301 South Livingston Street, Suite 200 Madison, WI 53703 608.441.0342 www.interfluve.com

DEMOLITION SITE PLAN

6 OF 37

0

TEMPORARY STAGING AREA

500

250

SCALE IN FEET SEE SHEET 17

SE E

WM

STONE TRACKING PAD

22

SH

EE T

TEMPORARY ACCESS

W

W

W

OHW

OH

OH

OH W

OH W

SM WM

OHW

SM

SM

OHE

EXISTING BRIDGE PIERS

SM

SM

WM

SM

2 PK NAIL

OHW

SM

OHW

W

OH

OHW

OHW

OH

W

OHW

PARTIALLY DEMOLISH EXISTING CONCRETE REVETMENT AND INSTALL VEGETATED BANK PROTECTION

OHW OHW

OH W

OHE

SM

OHW

RO

CK

OHW SM

OHW

OHW

SM

SEE SHEET 21

RIV

W

OH

SEE SHEET 24

SEE SHEET 25

ER

W OH

OHW

SM

W OH

OHW

OHW

SM

OH W

SM

OHW SM

OHW

OHW

WM SM

WM SM

OHW

OHW

OHW

OHW

OHW

OHW

OHW

OHW

SM

SM

SM

PLAN LEGEND EXISTING 1 FT CONTOUR SM

IFI_Monterey_Dam_Restoration.dwg - 2/13/2018

LIMITS OF DISTURBANCE

1

NO.

DATE

WM

WM SM

EXISTING STORM SEWER OUTFALL STRUCTURES

WATER MAINS UTILITY POLE LOCATION APPROX.

TEMPORARY STAGING AREA

EXISTING ASPHALT PATH

STONE TRACKING PAD

FABRIC ENCAPSULATED SOIL LIFTS

NEW AVERAGE DAILY FLOW

PROPOSED RIPRAP

NEW ORDINARY HIGH WATER

REVISION DESCRIPTION

WM SM

SANITARY MAINS

TEMPORARY ACCESS

02/13/2018 OHW & ALIGNMENT ADDED.

WM SM

PROPOSED SILT FENCE

PROPOSED 1 FT CONTOUR

OHW

WM SM

OHE

DF, CP, BL BW, BC, MM, BL BC, MM, JK DRAWN

DESIGNED

CHECKED

BC

2/13/18

15-04-13

APPROVED

DATE

PROJECT

OVERHEAD ELECTRIC APPROX.

MONTEREY DAM REMOVAL & RIVER RESTORATION CITY OF JANESVILLE JANESVILLE, WI MVP-2011-02255-RAN Page 4 of 13

SHEET 301 South Livingston Street, Suite 200 Madison, WI 53703 608.441.0342 www.interfluve.com

W

OH

W

OHW

OHW

W

OHW

OHE

SM

W

OH

OH

OH

WM

W

SEE SHEET 15 SM

OHW

W

W

FLOW

OH

R

E RIV

PROPOSED CULVERT OH

OHW

W

OH

WM

OHE

OHW

OH

3 PK NAIL

OH W

W

O FL

OH W

OHW

BOULDER HABITAT

W

OH W

OHW

OH W

OHW

W

OHW

W

OH W

OHW

OHW

OHW

OHW

W OH

OH

OH OHW

OHE

OHW

OH W WM

OHW

K

OH

OH

E OH

OH W

ROC

W

WM

E

W

OH

PROPOSED POND

OH W

OHE

WM

W

4 SEE SHEET 16 REBAR W/CAP

OH

SEE SHEET 10 OHW

OHW

W

OH

SEE SHEET 11 OH W

OH

OH

OHW

OH W

OHW

PROPOSED CONDITIONS OVERVIEW AND SHEET INDEX 7 OF 37

N:264529.87 E:490244.05

N:264523.75 E:490153.41

HW

O

OHW

OHW

W

OH

W

OHW OHW

OHW

OHW

OHW

757 OH W

W OH

OHW

OHW

OHW

OHW

OHW

OHW

HW

OHW

OH

OHW

OHW

O

OHW

OHW

W

O

756

OHW

OHW

OHW

OHW

OH

HW

757

OHW

N:264526.48 E:490432.41

OHW

POND BOTTOM GRADING SHALL INCLUDE MICROTOPOGRAPHY AS PITS AND MOUNDS WITH A VERTICAL VARIATION OF +/- 0.5 FEET

W

OH W

OHW

OHW

W OH

OHW OHW

OH

W

OHW OH

756

W

OH

W

OHW

OHW

OHW

OHW

OHW

W

OHW OH

OHW

SURFACE FABRIC

W

OHW

OH

W

OHW

OH W

W OH

1 N:264366.52 12 E:490324.98

OH W

OH

W

OH

5

W W OHW

OH

OH

W

75

OHW

756

OHW

OHW

OHW

OHW

OHW

OHW

OHW

W

OHW

4 N:264327.09 12 E:490448.07

W

OH

OHW

OHW

76

ANGLER ACCESS, SEE SHEET 26

1 OH W

N:264302.94 E:490200.24

EXISTING 1 FT CONTOUR

OHW

OHW

W OH

2 N:264296.15 12 E:490279.11

CLEAR AND GRUB

W

PROPOSED 1 FT CONTOUR

EXISTING BRIDGE PIER TO BE PROTECTED

3 N:264304.81 12 E:490327.40

TEMPORARY ACCESS

OH

W

OH

W

OH

LIMITS OF DISTURBANCE W OH

OH

W

EXISTING PROPERTY LINES ANGLER ACCESS IFI_Monterey_Dam_Restoration.dwg - 2/13/2018

SURFACE FABRIC

0

NEW AVERAGE DAILY FLOW

1

NO.

02/13/2018 OHW & ALIGNMENT ADDED.

DATE

REVISION DESCRIPTION

OH W

OHW

30

60

ROCK RIVER

NEW ORDINARY HIGH WATER

SCALE IN FEET

DF, CP, BL BW, BC, MM, BL BC, MM, JK DRAWN

DESIGNED

CHECKED

BC

2/13/18

15-04-13

APPROVED

DATE

PROJECT

MONTEREY DAM REMOVAL & RIVER RESTORATION CITY OF JANESVILLE JANESVILLE, WI

MVP-2011-02255-RAN Page 5 of 13

SHEET 301 South Livingston Street, Suite 200 Madison, WI 53703 608.441.0342 www.interfluve.com

W7 7OH5 8 75 9 75 0 76 1 76 2 76 776634 765

OHW

OHW

OHW

760

PLAN LEGEND

OHW

OHW OH

OHW

OHW

OHW

757 758 759 760 761 761 760 759 758 757 OHW 756 OHW

OHW

OH

OHW

N:264467.31 E:490547.77

OH W

OH

OHW

O

HW

WETLAND PARK DOWNSTREAM PLAN

10 OF 37

OHW

OHW

765 764 763 762 761 760 759 OHW 758 757 756

OHW

PLAN LEGEND

OHE

STONE TRACKING PAD

OHE

2 GRADE EXISTING BERM AND PONDED AREA 14 BETWEEN CULVERTS AND GATES

EXISTING 1 FT CONTOUR PROPOSED 1 FT CONTOUR WM

LIMITS OF DISTURBANCE WM

TEMPORARY ACCESS

765

E OH

TEMPORARY STAGING AREA STONE TRACKING PAD WM

E OH

4 REBAR W/CAP

765

EXISTING PROPERTY LINES WATER MAINS

WM

UTILITY POLE LOCATION APPROX. WM

757 ASPHALT PATH SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY STANDARD DETAIL #23 IN THE CITY OF JANESVILLE STANDARD SPECIFICATIONS

E

OH

PROPOSED ASPHALT PATH FABRIC ENCAPSULATED SOIL LIFTS SURFACE FABRIC

OH

760 761 762

758

757

759

PROPOSED CANOE/KAYAK ACCESS

WM

E OH

769 755

757

OHW

E

OH

W OH

OH E

W

76 6

767

768 OH

759

E OHW

W OH

OHE

7 13

N:264354.32 E:490698.89

W

OH

W

4 28

LOG JAM CONSTRUCTION

8 N:264347.16 13 E:490859.30

1 14

BANK STABILIZATION AT DAM

WM

OHW

75OH7W

747

TIE PROPOSED RIPRAP INTO EXISTING RIPRAP AT BRIDGE

OH

W

OHW

5 N:264344.87 13E:490591.46

6 N:264349.70 13 E:490620.07

RESET UTILITY POLE OHW WITH NO CHANGE IN OH UTILITY ELEVATION W

OHW

W

FENCE FROM THIS POINT EASTWARD TO REMAIN. FINISH WITH FENCE ATTACHED TO END POST

OHW

WM

OHW OHW OH W OHW EXISTING UTILITY POLE OHW TO BE RELOCATED.

OH

OH

OHW

OHW

OHE

OHW

OHW

OHW

743 77474454 6 747

OHW

WM

758 OHW

75704948 7 74746 7 74544 7 743 744 7465 4 7 749 7 7 50 77553521 774478

W OH

W

WM

760

SCALE IN FEET

764 763 762 761 760 OHW 759 758 OHW OHW OHW 757 756 755 7757555234 7 7 7 501 EXISTING WATER MAIN 77744464789 ATTACHED TO BRIDGE

OH

74544 7743

E

765

OH

W

OH

OH W

60

WM

OH

75598 OHW 7 57 W H 7 56 O 7 754 753 752

OHW

OHW

768 767 766 765

WM

8 75759 0 76761 762 763 764 762

30

WM

E OH

756

0

WM

E

SEE DETAIL ON SHEET 28 FOR APPROXIMATE NUMBERS OF WOOD PIECES. LOCATIONS SHOWN ARE APPROXIMATE AND DO NOT REFLECT ACTUAL FINAL POSITION

761

OHW 60 FT

OVERHEAD ELECTRIC APPROX.

OHE

PROPOSED CONCRETE PLATFORM, SEE SHEET 26

754

OHW OH

W

763

OH

OHW

WM

E

OH

CITY OF JANESVILLE TO REMOVE ALL FENCE

20 FT

OHW

NEW ORDINARY HIGH WATER

OHW

W OH

765 764 763 762 761 760 759 OHW 758 757 756

NEW AVERAGE DAILY FLOW WM

E

OH

OHW

E

PROPOSED RIPRAP BIKE PATH SIGNAGE AND FIRE HYDRANT TO REMAIN UNDISTURBED

W OH

7 75 8 75 9 75 0 76 1 76 2 76 776634 765

WM

W

OH

N:264467.31 E:490547.77

8

757

764

WM

OH W

EXISTING ASPHALT PATH

N:264519.12 E:490809.10

77

E OH

OH W

OHW

WM

TEMPORARY STAGING AREA

E OH

758

OHW

775

E OH

EXISTING ASPHALT PATH TO BE PROTECTED

N:264568.30 E:490701.27

N:264567.70 E:490622.49

EXISTING BILLBOARD SIGN, ELECTRICAL BOX, FIRE HYDRANT, AND BIKE PATH SIGNAGE TO REMAIN UNDISTURBED

WM

CITY OF JANESVILLE TO REMOVE AND REPLACE BENCH

764 763 762 761 760 759

OHW

WM

TEMPORARY ACCESS

NO.

02/13/2018 OHW & ALIGNMENT ADDED.

DATE

REVISION DESCRIPTION

DF, CP, BL BW, BC, MM, BL BC, MM, JK DRAWN

DESIGNED

CHECKED

BC

2/13/18

15-04-13

APPROVED

DATE

PROJECT

ROCK RIVER AVOID DISTURBANCE OF TREES IDENTIFIED BY OWNER'S REPRESENTATIVE IN THIS AREA

MONTEREY DAM REMOVAL & RIVER RESTORATION CITY OF JANESVILLE JANESVILLE, WI

MVP-2011-02255-RAN Page 6 of 13

WM

1

PROPOSED CANOE/KAYAK ACCESS

WM

CLEAR AND GRUB

OHE

IFI_Monterey_Dam_Restoration.dwg - 2/13/2018

OHE

PLACE DAM REMNANTS IN EXISTING RESERVOIR PRIOR TO EARTHEN FILL

SHEET 301 South Livingston Street, Suite 200 Madison, WI 53703 608.441.0342 www.interfluve.com

WETLAND PARK UPSTREAM 11 OF 37 PLAN

OHW

76

775

9

PLAN LEGEND EXISTING 1 FT CONTOUR PROPOSED 1 FT CONTOUR LIMITS OF DISTURBANCE GRAVEL PATH SHALL BE 10' WIDE WITH 8" FINE GRADATION BASE, AND 2" LIMESTONE SCREENINGS

769

76 8

TEMPORARY STAGING AREA

TEMPORARY ACCESS TEMPORARY DIVERSION BARRIER EXISTING ASPHALT PATH PROPOSED GRAVEL PATH

77

8

NEW AVERAGE DAILY FLOW NEW ORDINARY HIGH WATER

OHW

EXISTING GRAVEL PATH TEMPORARY STAGING AREA

763

76

765

7

764

PROPOSED PEDESTRIAN/ANGLER RIVER ACCESS, TYP, SEE SHEET 26

OHW

OHW

OHW

OHW

MONTEREY ROCK 5 LOGS 5 ROOTWADS 4 PILES

OHW OHW

OHW

OHW

OHW

OHW

OHW

OHW

OHW

OHW

OHW

5 LOGS 5 ROOTWADS 4 PILES

OHW

OHW OHW

7734

OHW

OPTIONAL TEMPORARY DIVERSION BARRIER

OHW

OHW

OHW OHW

PROPOSED PEDESTRIAN/ANGLER RIVER ACCESS, TYP, SEE SHEET 26 EXACT LOCATIONS AND ELEVATION OF ACCESS TO BE VERIFIED IN THE FIELD BY THE ENGINEER.

EXISTING BRIDGE PIER

763

OHW

OHW

OHW

OHW

OHW

OHW

OHW

758 OHW

OHW

751

749

748 752

ROCK RIVER

IFI_Monterey_Dam_Restoration.dwg - 2/13/2018

749 PROPOSED LARGE WOOD HABITAT CRIB, TYP, SEE SHEET 28 EXACT WOOD LOCATIONS TO BE DETERMINED AND APPROVED BY THE ENGINEER IN THE FIELD.

0

EXISTING DAM TO BE REMOVED 1

NO.

02/13/2018 OHW & ALIGNMENT ADDED.

DATE

REVISION DESCRIPTION

DF, CP, BL BW, BC, MM, BL BC, MM, JK DRAWN

DESIGNED

CHECKED

BC

2/13/18

15-04-13

APPROVED

DATE

PROJECT

30

60

SCALE IN FEET

MONTEREY DAM REMOVAL & RIVER RESTORATION CITY OF JANESVILLE JANESVILLE, WI MVP-2011-02255-RAN Page 7 of 13

OHW

SHEET 301 South Livingston Street, Suite 200 Madison, WI 53703 608.441.0342 www.interfluve.com

UPSTREAM BANK TREATMENT

16 OF 37

OHW

OHW

PATHWAY TO BE PROTECTED

N:264897.79 E:491636.77

STONE TRACKING PAD

PLAN LEGEND

SAWCUT EXISTING RCP 2 FT BACK FROM EXISTING OUTFALL

N:264886.44 E:491904.12 ELEV:760.09

764 763

SAWCUT EXISTING RCP 2 FT BACK FROM EXISTING OUTFALL

N:264851.39 E:491614.67 ELEV:759.48

54 LF 12 IN. CL III RCP

759

755 756757758

8 775567 5 7545 777553

760STORM SEWER AT 0.3%

WITH APRON END WALL AND 4.4 CY MEDIUM RIP-RAP

N:264707.09 E:491355.06 ELEV:759.89

PROPOSED 1 FT CONTOUR

LIMITS OF DISTURBANCE

7756 90

5-FT RC MANHOLE TOC: 763.30 INV (NE): 759.24 INV (SW): 759.14 SEE CITY OF JANESVILLE STANDARD SPEC. #12 FRAME: NEENAH R-1710-NR COVER: NEENAH N1090-1093

12 IN. RC APRON

TEMPORARY ACCESS EXISTING ASPHALT PATH PROPOSED GRAVEL PATH

N:264748.83 E:492225.89 ELEV:759.24

EXISTING CONCRETE REVETMENT UTILITY POLE LOCATION APPROX. PROPOSED STORM SEWER

758757 75 8 26 LF 30 IN. CL III RCP STORM SEWER AT 0.3% WITH APRON END WALL AND 12.3 CY MEDIUM RIP-RAP

959 757

WARP SIDESLOPE AS NEEDED

766 765 7 776601234

STORM SEWER 30 IN. DIA.

634 776612 776

762

12 IN. RC APRON

N:264764.66 E:491295.13

EXISTING 1 FT CONTOUR

EXISTING STORM SEWER

N:264826.47 E:491902.07 ELEV:759.91

N:264809.75 E:491620.16 ELEV:759.36 32 LF 12 IN. CL III RCP STORM SEWER AT 0.3% WITH APRON END WALL AND 4.4 CY MEDIUM RIP-RAP

SAWCUT EXISTING RCP 2 FT BACK FROM EXISTING OUTFALL N:264867.68 E:492135.81

N:264730.38 E:492198.53 ELEV:759.04

PROPOSED EMERGENCY OVERFLOW NEW AVERAGE DAILY FLOW

30 IN. RC APRON OHW

NEW ORDINARY HIGH WATER

9

75 0

80

160

SCALE IN FEET 12 IN. RC APRON

765

763

7743 OHW

758

OHW

752

OHW

763 63 759 760 761 7672 761 758 OHW 760 W 757 OHW OH 7 OH59 W7 58 OHW 9 N:264355.88 756 75O7HW 755 E:491542.79 19 6 75

50 LF 12 IN. CL III RCP STORM SEWER AT 0.3% WITH APRON END WALL AND 4.4 CY MEDIUM RIP-RAP

EMERGENCY POND OVERFLOW AT ELEV. 762

3 76

764

OHW OHW

76 2 763

SEE SHEET 18 759

2

761 760

76

763

NWL = 760.00

7 77554 775558765 75 760 9 76 762 1

FIELD VERIFY ALL LOCATIONS AND ELEVATIONS

N:264453.81 E:492227.40 ELEV:760.3111 N:264434.43 20 E:492291.85

PIPE TO BE ABANDONDED BY OTHERS

SAWCUT EXISTING RCP 2 FT BACK FROM EXISTING N:264386.84 OUTFALL

E:492213.58 ELEV:759.19

762 OH

NOTES:

N:264461.07 E:492171.88 ELEV:760.14

77557 7755456

1 31

W OH W

PROPOSED EMERGENCY POND OVERFLOW 100 FT X 28 FT 311 SY TRM CLASS III TYPE D SOIL STABILIZER TYPE A OR 3 IN. OF TOPSOIL MAY BE USED FOR TOP COVER. TOP COVER INCIDENTAL TO TRM. 20 FT BOTTOM WIDTH, 8:1 SIDESLOPES, 0.5 FT DEPTH

OH W

W OH W OH

OHW

OH

W

IFI_Monterey_Dam_Restoration.dwg - 2/13/2018

OHW

GRAVEL PATH SHALL BE 10' WIDE WITH 8" FINE GRADATION BASE, AND 2" LIMESTONE SCREENINGS

OH

W

10 N:264208.34 E:491835.07 19 OHW

76 761 2 7 6 7590

OH W

OH W

W

OH 1

NO.

02/13/2018 OHW & ALIGNMENT ADDED.

DATE

REVISION DESCRIPTION

DF, CP, BL BW, BC, MM, BL BC, MM, JK DRAWN

DESIGNED

CHECKED

BC

2/13/18

15-04-13

APPROVED

DATE

PROJECT

3 PK NAIL

BREAK UP CONCRETE TO A MINIMUM OF 4 FEET BELOW THE PROPOSED FINAL GRADE ELEVATION. BROKEN CONCRETE TO BE BURIED AT THE BOTTOM OF THE EXISTING SLOPE

N:264161.36 E:492262.79 ELEV:759.48

OHW

MONTEREY DAM REMOVAL & RIVER RESTORATION CITY OF JANESVILLE JANESVILLE, WI MVP-2011-02255-RAN Page 8 of 13

SHEET 301 South Livingston Street, Suite 200 Madison, WI 53703 608.441.0342 www.interfluve.com

WARP SIDESLOPE AS NEEDED AT ALL OUTFALLS SAWCUTS WILL CONSIDERED INCIDENTAL TO STORMWATER PIPE CONSTRUCTION. REMOVAL AND DISPOSAL OF EXISTING PIPES AND APRONS WILL BE CONSIDERED INCIDENTAL TO STORMWATER PIPE CONSTRUCTION.

TRAIL ELEV. 762.5

761 762

TIE LAST 3 JOINTS OF ALL OUTFALLS

MONTEREY BAY PROPOSED 17 OF 37 POND

PLAN LEGEND EXISTING ROAD

EXISTING 1 FT CONTOUR PROPOSED 1 FT CONTOUR EXISTING STORM SEWER LIMITS OF DISTURBANCE TEMPORARY ACCESS

BOULDER/RIPRAP STAGING AREA

PROPOSED BOULDER HABITAT EXISTING ASPHALT PATH PROPOSED STAGING AREA

REPAIR DAMAGED PATH TO PRE-PROJECT CONDITIONS

UTILITY POLE LOCATION APPROX. PROPOSED CANOE/KAYAK ACCESS PROPOSED RIPRAP NEW AVERAGE DAILY FLOW OHW

OHW

OHW

OHW

OHW

OHW

OHW OHW

O OHW STONE TRACKING OHW PADHW

OHW

OHW OHW

OHW

OHW

OHW

OHW

OHW

OHW

OHW

OHW

OHW

OHW

OHW

OHW

OHW

OH

W

NEW ORDINARY HIGH WATER

OHW

PICNIC TABLES TO BE INSTALLED BY CITY OF JANESVILLE

OH

W

SURFACE FABRIC PROPOSED CANOE/KAYAK ACCESS W OH

EXISTING ASPHALT PATH TO BE REPAIRED OR REPLACED IF DAMAGED

W OH

3 76 W

OH

W

OH

ROCK RIVER

8 75

60+00

58+00

3 75

0 56+0

W

OH

NOTE: BOULDER LOCATIONS ARE APPROXIMATE. EXACT LOCATIONS MAY VARY AND WILL BE IDENTIFIED IN THE FIELD BY THE ENGINEER.

W OH

OHW

00

54+

OHW

OHW

OHW

OH

OH

OHW

W OH W

0

OHW

0 2+

W

5

W OH

W OH

PROPOSED BOULDER HABITAT, TYP, SEE SHEET 30

OHW W

OH

PROPOSED PEDESTRIAN/ANGLER RIVER ACCESS, TYP, SEE SHEET 26

W

OH W

OH

0 +0 50

W

OH W

R

OH

VE

IFI_Monterey_Dam_Restoration.dwg - 2/13/2018

CK

OHW

RI

RO

W OH

0

100

200

W

OH

0

1

NO.

02/13/2018 OHW & ALIGNMENT ADDED.

DATE

REVISION DESCRIPTION

+0 48

DF, CP, BL BW, BC, MM, BL BC, MM, JK DRAWN

DESIGNED

CHECKED

BC

2/13/18

15-04-13

APPROVED

DATE

PROJECT

MONTEREY DAM REMOVAL & RIVER RESTORATION CITY OF JANESVILLE JANESVILLE, WI

SCALE IN FEET

W OH

MVP-2011-02255-RAN Page 9 of 13

301 South Livingston Street, Suite 200 Madison, WI 53703 608.441.0342 www.interfluve.com

UPSTREAM BOULDER HABITAT AND PARK AMENITIES

SHEET

24 OF 37

OHW

W OH

0

500

250

LAWN SCALE IN FEET POND MIX

LAWN

INVASIVE PLANT MANAGEMENT LAWN

OH

OH

OHW

W

OH W

OHW

W

W

OH

OH

W

OHW

OHW

OHW

OH

OH

W

OHW

OH W

OH W

OHW

OHW

W

OH

OHW

OHW

OHW

NATIVE STABILIZATION MIX

W

OH

OH

W

W

2 PK NAIL

OHW

W

OH

OH W

OHW

OHW

W

OH

OHW

OHW

RIPARIAN SAVANNAH

OH

W

OHW OHW

OH

OH W OHW

OH W

OHW OHW

OHW

W OH

ROCK RIVER

OHW

W OH

OHW

OHW OH W OHW

PLAN LEGEND

IFI_Monterey_Dam_Restoration.dwg - 2/13/2018

OHW

1

NO.

DATE

PLANTING ZONES

EXISTING 1 FT CONTOUR

INVASIVE PLANT MANAGEMENT

PROPOSED 1 FT CONTOUR

LAWN

LIMITS OF DISTURBANCE

RIPARIAN SAVANNAH

TEMPORARY ACCESS

NATIVE STABILIZATION MIX

NEW AVERAGE DAILY FLOW

POND MIX

NEW ORDINARY HIGH WATER

OPEN WATER

02/13/2018 OHW & ALIGNMENT ADDED.

REVISION DESCRIPTION

DF, CP, BL BW, BC, MM, BL BC, MM, JK DRAWN

DESIGNED

CHECKED

BC

2/13/18

15-04-13

APPROVED

DATE

PROJECT

W

OH

W

RIPARIAN SAVANNAH

OHW

OHW

RIPARIAN SAVANNAH R IVE KR C O R

OH

3 PK NAIL

W

OHW

OH

OHW

OH W

OHW

OHW

OHW

W OH

OH W

OHW

OHW

OH W

OHW

W

W

OH W

OH W

OH

OH

W

OH

W

OH

OH W

OHW

W

4 REBAR W/CAP

OHW

OH W

OH W

OHW

OHW

OHW

OHW

OHW

OHW

OHW

OHW

OHW

OHW

PLANTING TABLE PLANTING ZONE

AREA (ACRE)

INVASIVE PLANT MANAGEMENT

2.75

LAWN

4.65

RIPARIAN SAVANNAH

2.50

POND MIX

2.25

NATIVE STABILIZATION MIX

11.40

MONTEREY DAM REMOVAL & RIVER RESTORATION CITY OF JANESVILLE JANESVILLE, WI MVP-2011-02255-RAN Page 10 of 13

SHEET 301 South Livingston Street, Suite 200 Madison, WI 53703 608.441.0342 www.interfluve.com

PLANTING PLAN OVERVIEW 34 OF 37

INVASIVE PLANT MANAGEMENT AREA 4 REBAR W/CAP OHW

OH

OH

OHW

OPEN WATER OH

LAWN

W

W

W

OHW

OHW

OHW

OHW

W

OH

OHW

OHW

OH

OHW

OHW

W OH

W

OH

W

OHW W

W

W

OHW

OH

OHW

OHW

OHW

OHW

OHW

OHW

OHW

OHW

OHW

OHW

OHW

OHW

OHW

OHW

W

OH

OHW OH

W

OHW

OHW

RIPARIAN SAVANNAH

OHW

OH

OHW

W OH

OHW

OH

W

W OH

OHW

OHW

OH

OHW

OHW

OHW OHW

HW

O

OHW OH

W

W OH

PRIMARY VEGETATION CLEARING AREA

PLANTING ZONES

OHW

OHW

OHW

OHW

OHW

OHW

OHW OHW

INVASIVE PLANT MANAGEMENT AREA

OHW

IFI_Monterey_Dam_Restoration.dwg - 2/13/2018

0

NATIVE STABILIZATION MIX PRIMARY VEGETATION CLEARING AREA 1

NO.

02/13/2018 OHW & ALIGNMENT ADDED.

DATE

REVISION DESCRIPTION

SM

DF, CP, BL BW, BC, MM, BL BC, MM, JK DRAWN

DESIGNED

CHECKED

BC

2/13/18

15-04-13

APPROVED

DATE

PROJECT

SM

SM

MONTEREY DAM REMOVAL & RIVER RESTORATION CITY OF JANESVILLE JANESVILLE, WI MVP-2011-02255-RAN Page 11 of 13

SM

SM

SM

SM

OHW

OHW

160

OH 80 W

OHW SM

SM

SM

SCALESMIN FEET

SM

OHW

SM

SHEET 301 South Livingston Street, Suite 200 Madison, WI 53703 608.441.0342 www.interfluve.com

OHW

W

OHW

RIPARIAN SAVANNAH

OH

LAWN

SM

WETLAND PARK PLANTING 35 OF 37 PLAN

OHW

OH

W

764 763

LAWN 8 775576 5 77545 77553

760

759

755 756757758

634 776612 776

762

7756 90

758757 75 8

OPEN WATER

766 765 77661234 0

959 757

9 75 763

OHW

OHW

758

OHW

OHW

752

3 76

7743

OHW

76

2 763

764

759

765

761 760

76 2

763

77557 7755456

763 63 759 760 761 7672 761 758 OHW 760 W 757 OHW OH 7 OH59 W7 58 OHW 756 75O7HW 755 6 75

7 77554 775558765 75 760 9 76 762 1 762 0

OH W

80

OH

W

INVASIVE PLANT MANAGEMENT W OH

OHW

LAWN

OH

W

O

HW OH NATIVE STABILIZATION MIX W

RIPARIAN SAVANNAH

76 761 2 7 6 7590

OHW

NATIVE STABILIZATION MIX

OH

W

POND MIX

OH

W W OH

OPEN WATER 1

NO.

02/13/2018 OHW & ALIGNMENT ADDED.

DATE

REVISION DESCRIPTION

3 PK NAIL

761 762

OH W

PLANTING ZONES

IFI_Monterey_Dam_Restoration.dwg - 2/13/2018

SCALE IN FEET

OH W

DF, CP, BL BW, BC, MM, BL BC, MM, JK DRAWN

DESIGNED

CHECKED

BC

2/13/18

15-04-13

APPROVED

DATE

PROJECT

RIPAR

IAN S

OHW

MONTEREY DAM REMOVAL & RIVER RESTORATION CITY OF JANESVILLE JANESVILLE, WI MVP-2011-02255-RAN Page 12 of 13

AVAN

NAH

OH W

SHEET 301 South Livingston Street, Suite 200 Madison, WI 53703 608.441.0342 www.interfluve.com

POND PLANTING PLAN

36 OF 37

160

CANOE LAUNCH OHW

OHW

OHW

OHW

OHW

OHW

OH W

OHW

OH W

NATIVE STABILIZATION MIX

W

OH

W OH

3 76 W OH

OH

W

75

8

3

75

W OH

W OH

W OH

OH

W

W

OH

W OH W

LA

W

N

OH

W OH

W

OH

0

+0 50

RI

PA

OH W

RI

AN

OH

S7A62 W V 7757577 A 57 N

23545556 O N 7 HW A

H

3 PK NAIL

OH

W

0 +0 48 OHW

OHW

W

OHW

W OH

OHW

OHW

OHW

775757567575542

OHW

OH W

PLANTING ZONES LAWN OH

W

OHW

PROPOSED PEDESTRIAN/ANGLER RIVER ACCESS, TYP, SEE SHEET 26

OH W

OHW

SCALE IN FEET

RIPARIAN SAVANNAH

W

OHW

W

OH

OHW

00 44+

NATIVE STABILIZATION MIX 1

NO.

02/13/2018 OHW & ALIGNMENT ADDED.

DATE

REVISION DESCRIPTION

DF, CP, BL BW, BC, MM, BL BC, MM, JK DRAWN

DESIGNED

CHECKED

BC

2/13/18

15-04-13

APPROVED

DATE

PROJECT

MONTEREY DAM REMOVAL & RIVER RESTORATION CITY OF JANESVILLE JANESVILLE, WI MVP-2011-02255-RAN Page 13 of 13

W

42+00

SHEET 301 South Livingston Street, Suite 200 Madison, WI 53703 608.441.0342 www.interfluve.com

UPSTREAM RIGHT BANK PLANTING PLAN

37 OF 37

OH

IFI_Monterey_Dam_Restoration.dwg - 2/13/2018

OH

W

0 +0 46

W

200

OH

OHW NATIVE STABILIZATION OHW MIX

100 OH

W

OH OH

OHW

OHW OH W

0

W

OH

OHW

W

W

OH

OH

OH

W

OH

W

2 PK NAIL

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