22528_230120_Bid Documents with Seal.pdf

Know what's

R

SHEET DESCRIPTION

COVER SHEET

PARTIAL PLAN / DEMOLITION PLAN /

CS-000

NO.

DRAWING INDEX

A-201

SECTIONS / DETAILS

ELEVATIONS / 3D ELEVATIONA-202

SOIL EROSION AND SEDIMENT CONTROLC-201

LAKE

MICHIGAN

LAKE

SUPERIOR

LAKE

ERIE

LAKE

HURON

CS-000

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COVER SHEET

01/20/23 BID DOCUMENTS

Sheet Number:

Project Number:

Sheet Title:

Drawn:

Checked:

Approved:

Seal:

45650 Grand River Avenue Novi, Michigan 48374

Ph: (248)349-4500 • Fax: (248)349-1429

Issued ForDate

THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF SIDOCK GROUP, INC. AND

CANNOT BE REPRODUCED, COPIED, OR USED IN ANY MANNER WITHOUT THE

PRIOR WRITTEN CONSENT OF SIDOCK GROUP, INC. 2022

Project:

Client:

Corporate Headquarters

Lansing • Gaylord • Sault Ste. Marie

Key Plan:

Novi • Wyandotte• Muskegon www.sidockgroup.com

Sidock Group

No Scale

757 S. Wisconsin Ave.

Gaylord, Michigan 49735

Ph: (989)705-8400 • Fax: (989)705-8403

Gaylord Office

Williamsport, PA • Tampa

DEPARTMENT OF

TECHNOLOGY

MANAGEMENT &

BUDGET

DTMB DNR

HARRISVILLE

SP FOOTBRIDGE

751/22391.MAA

HARRISVILLE STATE PARK

HARRISVILLE, MI

522528

SILT FENCE NOTES:

1. WOVEN WIRE FENCE SHALL BE SECURELY FASTENED TO FENCE

POST WITH WIRE TIES OR STAPLES.

2. SILT FENCE FABRIC SHALL BE SECURELY FASTENED TO WOVEN

WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND

MID-SECTION. WHEN TWO SECTIONS OF SILT FENCE FABRIC ADJOIN

EACH OTHER, THEY SHALL BE OVERLAPPED BY 6" AND FOLDED.

3. MAINTENANCE SHALL BE PROVIDED BY THE CONTRACTOR AS

DIRECTED BY THE DESIGNER, AND MATERIAL REMOVED WHEN "BULGES"

DEVELOP IN THE SILT FENCE.

4. CONTRACTOR SHALL REMOVE THE SILT FENCE AT THE APPROPRIATE

TIME, DRESS THE DISTURBED AREAS, AND DISPOSE OF THE SILT FENCE.

SCALE: 34" = 1'-0"

SILT FENCE DETAIL

C-201

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SOIL EROSION

AND SEDIMENT

CONTROL

01/20/23 BID DOCUMENTS

Sheet Number:

Project Number:

Sheet Title:

Drawn:

Checked:

Approved:

Seal:

45650 Grand River Avenue Novi, Michigan 48374

Ph: (248)349-4500 • Fax: (248)349-1429

Issued ForDate

THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF SIDOCK GROUP, INC. AND

CANNOT BE REPRODUCED, COPIED, OR USED IN ANY MANNER WITHOUT THE

PRIOR WRITTEN CONSENT OF SIDOCK GROUP, INC. 2022

Project:

Client:

Corporate Headquarters

Lansing • Gaylord • Sault Ste. Marie

Key Plan:

Novi • Wyandotte• Muskegon www.sidockgroup.com

Sidock Group

No Scale

ARCHITECTSENGINEERS CONSULTANTS

757 S. Wisconsin Ave.

Gaylord, Michigan 49735

Ph: (989)705-8400 • Fax: (989)705-8403

Gaylord Office

Williamsport, PA • Tampa

DEPARTMENT OF

TECHNOLOGY

MANAGEMENT &

BUDGET

DTMB DNR

HARRISVILLE

SP FOOTBRIDGE

751/22391.MAA

HARRISVILLE STATE PARK

HARRISVILLE, MI

522528

WHERE USEDBEST MANAGEMENT PRACTICESKEY SYMBOL

S-E-S-C KEYING SYSTEM

SILT FENCE

Use adjacent to critical areas, to prevent sediment laden sheet flow from entering these areas.S01

SEDIMENT CONTROLS

NOTE:

· SESC MEASURES SHALL BE IN PLACE PRIOR TO CONSTRUCTION

· CONTRACTOR SHALL INSPECT SESC MEASURES ON A DAILY BASIS AND IMMEDIATELY

FOLLOWING A RAIN EVENT.

· CONTRACTOR SHALL PERFORM ALL MAINTENANCE NECESSARY TO KEEP THE SESC

MEASURES EFFECTIVE OPERATIONALLY.

· REMOVE TEMPORARY SESC MEASURES UPON SUBSTANTIAL COMPLETION OF WORK

AND ONCE PERMANENT MEASURES ARE IN PLACE

SEQUENCE OF OPERATIONS

1. INSTALL SESC MEASUREMENTS

2. SALVAGE AND STOCKPILE AGGREGATE BASE AND TOPSOIL

3. PERFORM EARTH EXCAVATION

4. SIMULTANEOUSLY BACKFILL EXCAVATED AREAS

5. PLACE AGGREGATE BASE AND CONCRETE FLAT WORK

6. PLACE GEOTEXTILE FABRIC AND STONE RIPRAP

SCALE:

N

FLOOR PLAN

1/4"=1'-0"

S01 - SILT FENCE

EACH SIDE OF

CREEK

APPROXIMATE

EDGE OF CREEK

FOOTBRIDGE

(BY OTHERS)

FOUNDATION

WORK, SEE

SHEET A-201

APPROXIMATE

LINE AT TOP OF

GRADE

AutoCAD SHX Text C

Sheet Number:

Project Number:

Sheet Title:

Drawn:

Checked:

Approved:

Seal:

45650 Grand River Avenue Novi, Michigan 48374

Ph: (248)349-4500 • Fax: (248)349-1429

Issued ForDate

THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF SIDOCK GROUP, INC. AND

CANNOT BE REPRODUCED, COPIED, OR USED IN ANY MANNER WITHOUT THE

PRIOR WRITTEN CONSENT OF SIDOCK GROUP, INC. 2022

Project:

Client:

Corporate Headquarters

Lansing • Gaylord • Sault Ste. Marie

Key Plan:

Novi • Wyandotte• Muskegon www.sidockgroup.com

Sidock Group

No Scale

ARCHITECTSENGINEERS CONSULTANTS

757 S. Wisconsin Ave.

Gaylord, Michigan 49735

Ph: (989)705-8400 • Fax: (989)705-8403

Gaylord Office

Williamsport, PA • Tampa

DEPARTMENT OF

TECHNOLOGY

MANAGEMENT &

BUDGET

DTMB DNR

HARRISVILLE

SP FOOTBRIDGE

751/22391.MAA

HARRISVILLE STATE PARK

HARRISVILLE, MI

522528

A-201

LB

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BB

PARTIAL PLAN /

DEMOLITION PLAN /

SECTIONS / DETAILS

01/20/23 BID DOCUMENTS

SCALE:A-201

1 DETAIL

1 1/2"=1'-0"

2" GAP

6"

3" 4"

WF 12 x 13.8

8" Ø A325 HOT

DIPPED GALV.

BOLTS, TYP.

4" Ø FI554 GR. 36.

GALVANIZED HEX HEAD

ANCHOR ROD. 10" MIN.

EMBED LONG SLOTTED

HOLES IN GIRDER

FLANGE NS/FS.

2"

9" x 7" x 14" GALV.

LEVELING PLATE ON

1 12" THICK GROUT

SCALE:A-201

A SECTION

3/4"=1'-0"

2"

TYP.

1" x 6" DECKING, TYP.

7'-0" CLEAR

2" x 6" COMPOSITE

DECKING1

2"

5"

2"

TYP.

2"

2"

2"

2" 4"

WF 12 x 13.8 AACS 10 x 8.36

TYP.

8" Ø A325 HOT

DIPPED GALV.

BOLTS., TYP.

AACS 10 x 8.36 WF 12 x 13.8

8" THICK PLATE ,

TYP.

HS/FS TYP.

RT 2.5 x 2.5 x 0.25 TYP.

NS/FS TYP.

SCALE:A-210

1 SECTION

1/4"=1'-0"

A-201 A

A-201

WF 12 x 13.8

WF 12 x 13.8

WF 12 x 13.8

3' -2

1 2"

TY

P.

CL

3' -2

1 2"

TY

P.

6'- 0"

1'-2" CONC. WING

WALL

GRAVEL

PATHWAY

4'-0"

CONCRETE

SLAB

4' -3

8'

-5

4"

LONG SLOTTED

HOLES IN

FLANGE, TYP.

8" 6"

1'-0" THICK

FOOTING

OUTLINE

1'- 0"

1'- 2"

2'- 4"

SCALE:

N

PARTIAL PLAN

1/4"=1'-0"

CL

CL

2"

3' -6

2" 3'-111

2" 3'-111 2" 3'-111

2" 3'-111 2" 3'-111

2" 11 2"

20'-0"

WF 12 x 13.8

ALUMINUM

GIRDER

AACS 10 x 8.36

ALUMINUM

CHANNEL, TYP.

RT 1.5 x 3.0 x 0.25

ALUMINUM TUBE

1" x 6" COMPOSITE

DECK BOARDS

6" AGGREGATE PATHWAY

6" REINFORCED BURIED

CONCRETE SLAB ACROSS FULL

WIDTH OF AGGREGATE PATHWAY

NATIVE SOIL

EXIST. CREEK BED

2'-4"1'-0"

1' -0

1'-2" THICK CONC. POURED WALL

W #5 @ 12" O.C. VERTICAL & #4 @

12" O.C. HORIZ. EACH FACE

3' -6

3'

-0

M

AX

DECORATIVE

ALUMINUM

CHANNEL

2"

3' -6

SCALE:

DEMOLITION PLAN

NO SCALE

SCALE:

DEMOLITION PLAN

NO SCALE

EXISTING WOOD

BULK HEADS TO

BE REMOVED

EXISTING WOOD

BULK HEADS TO

BE REMOVED

EXISTING WOOD

POSTS TO BE

REMOVED

EXISTING WOOD

POSTS TO BE

REMOVED

1' -3

1 2"

" M

IN

2"

TYP.

3" TY

P.

2" TY

P.

#5 @ 12" O.C.

TRANSVERSE T/B #4 @ 12"

O.C. LONGITUDINAL T/B

BIDDING NOTES:

1. BID FOUNDATION COMPONENTS ONLY.

2. BRIDGE COMPONENTS AND INSTALLATION

BY OTHERS.

1" M

IN

8" Ø HOT DIPPED

GALV. A307 BOLTS

W/ COUNTERSINK

HEADS

4"

TYP.

DECORATIVE

ALUMINUM

CHANNEL

GENERAL NOTES:

1. ALL STRUCTURAL SHAPES TO BE EXTRUDED

ALUMINUM GRADE 6061-T6.

2. WELD FILLER MATERIAL SHALL BE 5356.

3. CONCRETE SHALL BE AIR ENTRAINED (5% +/- 1%) W/

4500 PSI MIN. 28 DAY COMPRESSIVE STRENGTH.

4. STRUCTURAL STEEL PLATE SHALL BE GRADE A36.

5. ALL REBAR SHALL BE ASTM A615 GRADE 60.

2"

EXISTING GRADE

RT 1.5 x 3.0 x 0.25

ALUMINUM TUBE

SCALE:A-201

2 DETAIL

1 1/2"=1'-0"

A-201

EXTRUDED

ALUMINUM CAP

1" x 6" DECKING, TYP.

RT 1.5 x 3.0 x 0.25

ALUMINUM TUBE

8" Ø HOT DIPPED

GALV. A307 BOLTS

EXTRUDED

ALUMINUM CAP

EXTRUDED

ALUMINUM CAP

8" CAP PLATE

GEOTEXTILE OR

STONE FILTER

UNDER RIPRAP

2x2 WIRE MESH - McNICHOLS ITEM # 3P02994810

2x2 WIRE MESH

2x2 WIRE MESH - McNICHOLS ITEM # 3P02994810

3'-111 2"

TYP.

2"

TYP.

3'-111 2"

TYP.

R

'-1

R

'-5 1 2"

R

'-5

R

'-1

1'-0"

1" EXPANSION JOINT

4'-0"

6" M

IN

MAX CROSS SLOPE

= 1' PER 48"

Sheet Number:

Project Number:

Sheet Title:

Drawn:

Checked:

Approved:

Seal:

45650 Grand River Avenue Novi, Michigan 48374

Ph: (248)349-4500 • Fax: (248)349-1429

Issued ForDate

THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF SIDOCK GROUP, INC. AND

CANNOT BE REPRODUCED, COPIED, OR USED IN ANY MANNER WITHOUT THE

PRIOR WRITTEN CONSENT OF SIDOCK GROUP, INC. 2022

Project:

Client:

Corporate Headquarters

Lansing • Gaylord • Sault Ste. Marie

Key Plan:

Novi • Wyandotte• Muskegon www.sidockgroup.com

Sidock Group

No Scale

ARCHITECTSENGINEERS CONSULTANTS

757 S. Wisconsin Ave.

Gaylord, Michigan 49735

Ph: (989)705-8400 • Fax: (989)705-8403

Gaylord Office

Williamsport, PA • Tampa

DEPARTMENT OF

TECHNOLOGY

MANAGEMENT &

BUDGET

DTMB DNR

HARRISVILLE

SP FOOTBRIDGE

751/22391.MAA

HARRISVILLE STATE PARK

HARRISVILLE, MI

522528

A-202

LB

BB

BB

ELEVATIONS /

3D ELEVATION

01/20/23 BID DOCUMENTS

SCALE:

3D VIEW

NO SCALE

SCALE:

EAST ELEVATION

1/4"=1'-0"SCALE:

NORTH / SOUTH ELEVATION

1/4"=1'-0" SCALE:

WEST ELEVATION

1/4"=1'-0"

2"

3' -6

20'-0" 20'-0"

2"

3' -6

EXIST. CREEK

WATER LINE

BRIDGE RAIL

SYSTEM

DECORATIVE

ALUMINUM

CHANNEL

BRIDGE RAIL

SYSTEM

EXIST. CREEK

WATER LINE

EXIST. CREEK

WATER LINE

BRIDGE RAIL

SYSTEM

DECORATIVE

ALUMINUM

CHANNEL

DECORATIVE

ALUMINUM

CHANNEL

2"

3' -6

2x2 WIRE MESH - McNICHOLS ITEM # 3P02994810

SCALE:

ELEVATION - INTERIOR

1/4"=1'-0"

2"

3' -6

BRIDGE RAIL

SYSTEM

DECORATIVE

ALUMINUM

CHANNEL

2x2 WIRE MESH - McNICHOLS ITEM # 3P02994810

2x2 WIRE MESH - McNICHOLS ITEM # 3P02994810

2x2 WIRE MESH - McNICHOLS ITEM # 3P02994810

R

'-5

R

'-1

R

'-1

R

'-5 1 2"

R

'-1

R

'-5 1 2"

R

'-5

R

'-1