Midland DC 20201007 (003).pdf

PDF 3 MB Posted

Attached to
761/21007. SAR; Eden Dam Modifications & Stabilization Meas State and local contract opportunity
Solicitation number
RFI 171 210000000002 2
Issued by
Gogebic County, Edmore Village, Michigan

About this file

Written by GovTribe AI ·

This is a technical project design document for shoreline stabilization work at the DNR Boat Launch located at 5106 Dundas Road, Beaverton, Michigan, in Gladwin County. The project encompasses erosion control and shoreline stabilization across seven designated locations (A through G) totaling approximately 1,310 linear feet of riverbank. The scope of work includes excavation and grading to achieve proper slopes, installation of permanent turf reinforcement mats, biodegradable mulch blankets, heavy riprap at the toe of slope, miscellaneous riprap, and filter fabric installations. Erosion control measures are to extend 2 feet below the new water level, with existing yard material to be utilized on-site and compacted in 1-foot lifts. The specific locations and their respective lengths are: Location A (200 feet), Location B (300 feet), Location C (160 feet), Location D (100 feet), Location E (130 feet), Location F (485 feet), and Location G (135 feet). The document provides detailed cross-sectional drawings and specifications for typical turf reinforcement mat shoreline slopes and typical riprap shoreline cross-sections across all seven sheets.

The document does not contain pricing information, contract award dates, response deadlines, or other administrative contract details. No incumbent contractor information, set-asides, or funding source documentation is included in this technical design file. The sheets are scaled at 1 inch equals 100 feet and utilize satellite imagery from 2020 (Microsoft Corporation, Maxar, CNES, and Airbus DS) as base mapping. The document appears to be preliminary design documentation prepared for bidding purposes but lacks the contractual terms, pricing schedules, and administrative requirements necessary for bid submission.

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Other files for this state and local contract opportunity

Other files attached to 761/21007. SAR; Eden Dam Modifications & Stabilization Meas, newest first.
File Type Posted
EDENVILLE 30% DESIGN_PROGRESS 20-10-9_Part2.pdf PDF
RFI .pdf PDF
EDENVILLE 30% DESIGN_PROGRESS 20-10-9_Part1.pdf PDF
Addendum 1 21007.pdf PDF
EDENVILLE 30% DESIGN_PROGRESS 20-10-9_Part3.pdf PDF
Request for Qualifications.pdf PDF

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© 2020 Microsoft Corporation © 2020 Maxar ©CNES (2020) Distribution Airbus DS

© 2020 Microsoft Corporation © 2020 Maxar ©CNES (2020) Distribution Airbus DS © 2020 Microsoft Corporation © 2020 Maxar ©CNES (2020) Distribution Airbus DS

© 2020 Microsoft Corporation © 2020 Maxar ©CNES (2020) Distribution Airbus DS

© 2020 Microsoft Corporation © 2020 Maxar ©CNES (2020) Distribution Airbus DS

AREAS OF CONCERN

GLADWIN COUNTY MICHIGAN

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DNR BOAT LAUNCH 5106 DUNDAS RD BEAVERTON, MI 48612

4' (TYP)

4' (TYP)

10' (MIN)

GRAPHIC SCALE

4'

4' (TYP)

YARD AREA

≈ 10'

≈ 4'

12"

EXTEND EROSION CONTROL 2' BELOW NEW WATER LEVEL

≈5'

SHEET 1

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RIVER BOTTOM

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GRADE AND EXCAVATE TO ACHIEVE SLOPE

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PERMANENT TURF REINFORCEMENT MATS

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BIODEGRADABLE MULCH BLANKET

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EXISTING SEAWALL (EXPOSED)

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EXISTING YARD

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UTILIZE EXISTING MATERIAL ON SITE AND COMPACT IN 1 FEET LIFTS

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EXISTING BANK

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TYPICAL TRM SHORELINE SLOPE

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NOT TO SCALE

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( IN FEET )

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MISCELLANEOUS RIPRAP

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TOE OF SLOPE HEAVY RIPRAP

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PERMANENT TURF REINFORCEMENT MATS

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BIODEGRADABLE TURFS REINFORCEMENT MATS

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EXCAVATION AND GRADING

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NOTES: 1.

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TOP OF BANK

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TYPICAL RIPRAP SHORELINE CROSS SECTION

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NOT TO SCALE

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EXISTING BANK

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EXISTING SEAWALL (EXPOSED)

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BIODEGRADABLE MULCH BLANKET

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GRADE AND EXCAVATE TO ACHIEVE SLOPE

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EXISTING SHORELINE

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FILTER FABRIC TOED IN 12" AT ALL EDGES

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NEW WATER LEVEL

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LOCATION A 200 FT

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LEGEND SHORELINE STABILIZATION

EXISTING WATER LEVEL

4' (TYP)

4' (TYP)

10' (MIN)

GRAPHIC SCALE

4'

4' (TYP)

YARD AREA

≈ 10'

≈ 4'

12"

EXTEND EROSION CONTROL 2' BELOW NEW WATER LEVEL

≈6'

SHEET 2

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RIVER BOTTOM

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GRADE AND EXCAVATE TO ACHIEVE SLOPE

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PERMANENT TURF REINFORCEMENT MATS

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BIODEGRADABLE MULCH BLANKET

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EXISTING SEAWALL (EXPOSED)

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EXISTING YARD

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UTILIZE EXISTING MATERIAL ON SITE AND COMPACT IN 1 FEET LIFTS

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EXISTING BANK

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TYPICAL TRM SHORELINE SLOPE

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( IN FEET )

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MISCELLANEOUS RIPRAP

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TOE OF SLOPE HEAVY RIPRAP

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BIODEGRADABLE TURFS REINFORCEMENT MATS

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EXCAVATION AND GRADING

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LOCATION B 300 FT

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EXISTING BANK

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EXISTING SEAWALL (EXPOSED)

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BIODEGRADABLE MULCH BLANKET

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GRADE AND EXCAVATE TO ACHIEVE SLOPE

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EXISTING SHORELINE

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FILTER FABRIC TOED IN 12" AT ALL EDGES

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NEW WATER LEVEL

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EXISTING WATER LEVEL

LEGEND SHORELINE STABILIZATION

4' (TYP)

10' (MIN)

GRAPHIC SCALE

4'

4' (TYP)

YARD AREA

≈ 10'

≈ 4'

12"

EXTEND EROSION CONTROL 2' BELOW NEW WATER LEVEL

≈8'

SHEET 3

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RIVER BOTTOM

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GRADE AND EXCAVATE TO ACHIEVE SLOPE

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PERMANENT TURF REINFORCEMENT MATS

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BIODEGRADABLE MULCH BLANKET

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EXISTING SEAWALL (EXPOSED)

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EXISTING YARD

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UTILIZE EXISTING MATERIAL ON SITE AND COMPACT IN 1 FEET LIFTS

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EXISTING BANK

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TYPICAL TRM SHORELINE SLOPE

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NOT TO SCALE

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( IN FEET )

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MISCELLANEOUS RIPRAP

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TOE OF SLOPE HEAVY RIPRAP

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BIODEGRADABLE TURFS REINFORCEMENT MATS

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EXCAVATION AND GRADING

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LOCATION C 160 FT

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LEGEND

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TOP OF BANK

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NOT TO SCALE

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EXISTING BANK

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EXISTING SEAWALL (EXPOSED)

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BIODEGRADABLE MULCH BLANKET

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GRADE AND EXCAVATE TO ACHIEVE SLOPE

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EXISTING SHORELINE

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FILTER FABRIC TOED IN 12" AT ALL EDGES

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NEW WATER LEVEL

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EXISTING WATER LEVEL

10' (MIN)

GRAPHIC SCALE

≈ 10'

≈ 4'

12"

EXTEND EROSION CONTROL 2' BELOW NEW WATER LEVEL

≈8'

SHEET 4

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RIVER BOTTOM

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GRADE AND EXCAVATE TO ACHIEVE SLOPE

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PERMANENT TURF REINFORCEMENT MATS

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BIODEGRADABLE MULCH BLANKET

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UTILIZE EXISTING MATERIAL ON SITE AND COMPACT IN 1 FEET LIFTS

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EXISTING BANK

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TYPICAL TRM SHORELINE SLOPE

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NOT TO SCALE

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( IN FEET )

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MISCELLANEOUS RIPRAP

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TOE OF SLOPE HEAVY RIPRAP

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BIODEGRADABLE TURFS REINFORCEMENT MATS

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LOCATION D 100 FT

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LEGEND

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TYPICAL RIPRAP SHORELINE CROSS SECTION

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NOT TO SCALE

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EXISTING BANK

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BIODEGRADABLE MULCH BLANKET

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GRADE AND EXCAVATE TO ACHIEVE SLOPE

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EXISTING SHORELINE

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FILTER FABRIC TOED IN 12" AT ALL EDGES

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NEW WATER LEVEL

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EXISTING WATER LEVEL

GRAPHIC SCALE

SHEET 5

4' (TYP)

4' (TYP)

10' (MIN)

4'

4' (TYP)

YARD AREA

≈ 10'

≈ 4'

12"

EXTEND EROSION CONTROL 2' BELOW NEW WATER LEVEL

≈9'

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MISCELLANEOUS RIPRAP

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TOE OF SLOPE HEAVY RIPRAP

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BIODEGRADABLE TURFS REINFORCEMENT MATS

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( IN FEET )

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LOCATION E 130 FT

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LEGEND

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LEGEND SHORELINE STABILIZATION

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RIVER BOTTOM

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GRADE AND EXCAVATE TO ACHIEVE SLOPE

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BIODEGRADABLE MULCH BLANKET

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EXISTING SEAWALL (EXPOSED)

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EXISTING YARD

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UTILIZE EXISTING MATERIAL ON SITE AND COMPACT IN 1 FEET LIFTS

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EXISTING BANK

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EXISTING SEAWALL (EXPOSED)

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BIODEGRADABLE MULCH BLANKET

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GRADE AND EXCAVATE TO ACHIEVE SLOPE

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EXISTING SHORELINE

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FILTER FABRIC TOED IN 12" AT ALL EDGES

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NEW WATER LEVEL

GRAPHIC SCALE

SHEET 6

10' (MIN)

≈ 10'

≈ 4'

12"

EXTEND EROSION CONTROL 2' BELOW NEW WATER LEVEL

≈9'

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MISCELLANEOUS RIPRAP

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TOE OF SLOPE HEAVY RIPRAP

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PERMANENT TURF REINFORCEMENT MATS

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BIODEGRADABLE TURFS REINFORCEMENT MATS

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EXCAVATION AND GRADING

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LOCATION F 485 FT

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LEGEND

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TYPICAL RIPRAP SHORELINE CROSS SECTION

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NOT TO SCALE

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LEGEND SHORELINE STABILIZATION

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RIVER BOTTOM

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GRADE AND EXCAVATE TO ACHIEVE SLOPE

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PERMANENT TURF REINFORCEMENT MATS

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BIODEGRADABLE MULCH BLANKET

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UTILIZE EXISTING MATERIAL ON SITE AND COMPACT IN 1 FEET LIFTS

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EXISTING BANK

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TYPICAL TRM SHORELINE SLOPE

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NOT TO SCALE

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TOP OF BANK

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EXISTING BANK

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BIODEGRADABLE MULCH BLANKET

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GRADE AND EXCAVATE TO ACHIEVE SLOPE

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EXISTING SHORELINE

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FILTER FABRIC TOED IN 12" AT ALL EDGES

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NEW WATER LEVEL

4' (TYP)

10' (MIN)

GRAPHIC SCALE

4'

4' (TYP)

YARD AREA

≈ 10'

≈ 4'

12"

EXTEND EROSION CONTROL 2' BELOW NEW WATER LEVEL

≈10'

SHEET 7

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RIVER BOTTOM

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GRADE AND EXCAVATE TO ACHIEVE SLOPE

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PERMANENT TURF REINFORCEMENT MATS

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BIODEGRADABLE MULCH BLANKET

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EXISTING SEAWALL (EXPOSED)

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EXISTING YARD

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UTILIZE EXISTING MATERIAL ON SITE AND COMPACT IN 1 FEET LIFTS

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EXISTING BANK

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TYPICAL TRM SHORELINE SLOPE

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NOT TO SCALE

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( IN FEET )

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MISCELLANEOUS RIPRAP

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TOE OF SLOPE HEAVY RIPRAP

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PERMANENT TURF REINFORCEMENT MATS

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BIODEGRADABLE TURFS REINFORCEMENT MATS

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EXCAVATION AND GRADING

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LOCATION G 135 FT

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NOTES: 1.

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LEGEND

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TOP OF BANK

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TYPICAL RIPRAP SHORELINE CROSS SECTION

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NOT TO SCALE

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EXISTING BANK

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EXISTING SEAWALL (EXPOSED)

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BIODEGRADABLE MULCH BLANKET

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GRADE AND EXCAVATE TO ACHIEVE SLOPE

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EXISTING SHORELINE

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FILTER FABRIC TOED IN 12" AT ALL EDGES

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NEW WATER LEVEL

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EXISTING WATER LEVEL

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C01 - Title Page
Midland DC-SHEET5.pdf
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SHEET5
Midland DC-SHEET4.pdf
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SHEET4
Midland DC-SHEET3.pdf
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SHEET3
Midland DC-SHEET2.pdf
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SHEET2
Midland DC-SHEET1.pdf
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SHEET1
Midland DC-SHEET 6.pdf
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SHEET 6
Midland DC-SHEET7.pdf
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SHEET7

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