Rochester Bridge maintenance drawings.pdf

COVER SHEET

SHEET TITLE:

COPYRIGHT, 2024, ANDERSON, ECKSTEIN AND WESTRICK, INC.

CHECKED BY:DRAWN BY:

SCALE:

PRELIMINARY

DATE SUBMITTALS/REVISIONS

PROJECT NO.

SHEET NO.

CLIENT:

PROJECT NAME:

CONSTRUCTION RECORD

DATE:

UTILITY INFORMATION, AS SHOWN, INDICATES

APPROXIMATE LOCATIONS AND TYPES OF EXISTING

FACILITIES ONLY, AS DISCLOSED BY RECORDS PROVIDED

TO THIS FIRM FROM THE VARIOUS UTILITY COMPANIES. NO

GUARANTEE IS GIVEN OR IMPLIED AS TO THE

COMPLETENESS OR ACCURACY THEREOF.

PRIOR TO CONSTRUCTION, ALL LOCATIONS AND DEPTHS

OF EXISTING OVERHEAD AND UNDERGROUND UTILITIES ( IN

CONFLICT WITH THE CONSTRUCTION OF THESE PROPOSED

IMPROVEMENTS ) SHALL BE VERIFIED IN THE FIELD.

DURING THE CONSTRUCTION, THE CONTRACTOR SHALL

PROTECT AND SUPPORT ALL UTILITIES THAT ARE

ENCOUNTERED. ( ALL COSTS FOR UTILITY LOCATION

VERIFICATION, SUPPORT AND PROTECTION SHALL BE

INCLUDED IN THE PROPOSED PAY ITEM CONFLICTING WITH

THAT UTILITY ).

DURING CONSTRUCTION, THE CONTRACTOR SHALL USE

EXTREME CAUTION WHEN OPERATING NEAR ANY AND ALL

OVERHEAD AND / OR BURIED UTILITIES.

CALL MISS DIG

M:\0270\0270-0192\CIVIL\CAD\DRAWINGS\ENG\ROCHESTERBRSKETCHES.DWG

R

Know what'sbelow.

72 hours before you dig.

Call

Phone 586 726 1234 Fax 586 726 8780

51301 Schoenherr Road Shelby Township Michigan 48315

CIVIL ENGINEERS SURVEYORS ARCHITECTS

ENGINEERING STRONG COMMUNITIES

www.aewinc.com

ANDERSON, ECKSTEIN AND

WESTRICK, INC.

01/29/2024 FOR BID

2023 BRIDGE

MAINTENANCE

PROGRAM

7-2023VLH KEZ

0270-0192

DETAILS AND NOTES 1

8272 UNIVERSITY DRIVE over PAINT CREEK 2 8273 LUDLOW AVENUE over PAINT CREEK 3 8274 2nd STREET over PAINT CREEK 8276 DIVERSION STREET over CLINTON RIVER PC1 DINOSAUR HILL over PAINT CREEK PC3 LUDLOW AVE over PAINT CREEK PC4 MUNICIPAL PARK WEST over PAINT CREEK PC5 MUNICIPAL PARK CENTRAL over PAINT CREEK PC6 MUNICIPAL PARK EAST over PAINT CREEK PC8 PCT by ROYAL PARK over PAINT CREEK PC9 CRT by ELIZABETH ST over PAINT CREEK SC1 ROMEO RD over STONY CREEK

INDEX TO SHEETS

14SC3 CRT by PARKDALE RD over STONY CREEK

LEGEND

CRT= CLINTON RIVER TRAIL

PCT= PAINT CREEK TRAIL

PED = PEDESTRIAN BRIDGE

ENGINEERING PLANS FOR 2023 BRIDGE MAINTENANCE PROGRAM:

CITY OF ROCHESTER

OAKLAND COUNTY, MICHIGAN

8272 UNIVERSITY DRIVE

8273 LUDLOW AVENUE

8276 2nd STREET

8276 DIVERSION STREET

PC1 DINOSAUR HILL (PED)

PC2 PCT by LUDLOW AVE (PED)

(NOT IN SCOPE)

PC3 LUDLOW AVE (PED)

PC4 MUNICIPAL PARK WEST (PED)

PC6 MUNICIPAL

PARK EAST (PED)

PC5 MUNICIPAL

PARK CENTRAL (PED)

PC7 PCT by MAIN ST (PED)

(NOT IN SCOPE)

PC8 PCT by ROYAL PARK (PED)

PC9 CRT by ELIZABETH ST (PED)

SC1 ROMEO RD (PED)

SC2 PARKDALE RD (PED)

(NOT IN SCOPE)

SC3 CRT by PARKDALE RD (PED)

LOCATION MAP OF BRIDGES

COVER SHEET

PLAN OF STRUCTURE

SOUTH ELEVATION

EW

S

NORTH

1/16"=1'-0"

UNIVERSITY DRIVE

over PAINT CREEK

STRUCTURE No. 8272

UNIVERSITY DR.

PA

IN

T C

R

EE

K

OVER HEAD LINES

CONC SIDEWALK

CONC WING WALL

W/ RAILING

CONC BARRIER W/ BRIDGE RAILING

SCALE: 1/16" = 1'-0"

SCALE: 1/16" = 1'-0"

CONC CULVERT

40'-9"

CONC WING WALL

W/ RAILING (TYP)

CONC SIDEWALK

CONC CURB AND GUTTER

'-4

CONC CURB AND GUTTER

SHEET TITLE:

COPYRIGHT, 2024, ANDERSON, ECKSTEIN AND WESTRICK, INC.

CHECKED BY:DRAWN BY:

SCALE:

PRELIMINARY

DATE SUBMITTALS/REVISIONS

PROJECT NO.

SHEET NO.

CLIENT:

PROJECT NAME:

CONSTRUCTION RECORD

DATE:

UTILITY INFORMATION, AS SHOWN, INDICATES

APPROXIMATE LOCATIONS AND TYPES OF EXISTING

FACILITIES ONLY, AS DISCLOSED BY RECORDS PROVIDED

TO THIS FIRM FROM THE VARIOUS UTILITY COMPANIES. NO

GUARANTEE IS GIVEN OR IMPLIED AS TO THE

COMPLETENESS OR ACCURACY THEREOF.

PRIOR TO CONSTRUCTION, ALL LOCATIONS AND DEPTHS

OF EXISTING OVERHEAD AND UNDERGROUND UTILITIES ( IN

CONFLICT WITH THE CONSTRUCTION OF THESE PROPOSED

IMPROVEMENTS ) SHALL BE VERIFIED IN THE FIELD.

DURING THE CONSTRUCTION, THE CONTRACTOR SHALL

PROTECT AND SUPPORT ALL UTILITIES THAT ARE

ENCOUNTERED. ( ALL COSTS FOR UTILITY LOCATION

VERIFICATION, SUPPORT AND PROTECTION SHALL BE

INCLUDED IN THE PROPOSED PAY ITEM CONFLICTING WITH

THAT UTILITY ).

DURING CONSTRUCTION, THE CONTRACTOR SHALL USE

EXTREME CAUTION WHEN OPERATING NEAR ANY AND ALL

OVERHEAD AND / OR BURIED UTILITIES.

CALL MISS DIG

M:\0270\0270-0192\CIVIL\CAD\DRAWINGS\ENG\ROCHESTERBRSKETCHES.DWG

R

Know what'sbelow.

72 hours before you dig.

Call

Phone 586 726 1234 Fax 586 726 8780

51301 Schoenherr Road Shelby Township Michigan 48315

CIVIL ENGINEERS SURVEYORS ARCHITECTS

ENGINEERING STRONG COMMUNITIES

www.aewinc.com

ANDERSON, ECKSTEIN AND

WESTRICK, INC.

01/29/2024 FOR BID

QUANTITIES

Resealing Sidewalk Joint Culvert Concrete Repair Concrete Surface Coating Wing Wall Concrete Repair

FT

CFT

SYD

CFT

PAY ITEM QUANTITY

7-2023VLH KEZ

0270-0192

1/16"=1'-0"

2023 BRIDGE

MAINTENANCE

PROGRAM

Wing Wall Concrete Repair

Resealing Sidewalk Joint

55 FT

Concrete Surface Coating

40 SYD

Culvert Concrete Repair

(CULVERT UNDERSIDE)

2.25 CFT

Culvert Concrete Repair

(CULVERT UNDERSIDE)

1.75 CFT

CONC APPROACH

CONC APPROACH

WEST APPROACH

CONC BRIDGE SIDEWALK

NOTES:

Wing Wall Concrete Repair

Wing Wall Concrete Repair

(4 CFT TYP EACH QUADRANT)

Concrete Surface Coating

40 SYD

Wing Wall Concrete RepairWing Wall Concrete Repair

Resealing Sidewalk Joint

55 FT

Concrete Surface CoatingConcrete Surface Coating

1. Resealing Sidewalk Joint - REMOVE ALL DEBRIS AND FOLIAGE

ALONG THE EXISTING JOINT. FURNISH AND INSTALL JOINT

MATERIAL INCLUDING POLYSULFIDE SEALANT, BACKER ROD

AND CLOSED CELL NEOPRENE FOR THE FULL DEPTH OF THE

JOINT. ALL WORK SHALL BE IN ACCORDANCE WITH MDOT

SECTIONS 706 AND 914.

2. Culvert Concrete Repair AND Wing Wall Concrete Repair - REPAIRS

SHALL BE AS INDICATED ON THIS SHEET. SEE CONCRETE

REPAIR DETAIL AND NOTES ON SH 1 FOR REQUIREMENTS.

3. Concrete Surface Coating - FURNISH AND APPLY AN ACRYLIC

BASED CONCRETE SURFACE COATING TO ALL EXPOSED

SURFACES OF EACH CONCRETE HEADWALL / BARRIER RAILING

TO MATCH WHERE PREVIOUSLY COATED. REMOVAL OF

EXISTING COATING IS INCLUDED IN THIS ITEM. ALL WORK SHALL

BE IN ACCORDANCE WITH MDOT SPECIAL PROVISION Concrete Surface Coatings.

E

W S

NORTH

1/16"=1'-0"

7-2023VLH KEZ

0270-0192

1/16"=1'-0"

LUDLOW AVENUE

over PAINT CREEK

STRUCTURE No. 8273

LUDLOW AVENUE

PA

IN

T C

R

EE

K

CONC PARAPET

RAILING

CONC WING

WALL

CONC PARAPET W/

BRIDGE RAILING

SCALE: 1/16" = 1'-0"

40'-0"

CONC WING WALL

'-6

SHEET TITLE:

COPYRIGHT, 2024, ANDERSON, ECKSTEIN AND WESTRICK, INC.

CHECKED BY:DRAWN BY:

SCALE:

PRELIMINARY

DATE SUBMITTALS/REVISIONS

PROJECT NO.

SHEET NO.

CLIENT:

PROJECT NAME:

CONSTRUCTION RECORD

DATE:

UTILITY INFORMATION, AS SHOWN, INDICATES

APPROXIMATE LOCATIONS AND TYPES OF EXISTING

FACILITIES ONLY, AS DISCLOSED BY RECORDS PROVIDED

TO THIS FIRM FROM THE VARIOUS UTILITY COMPANIES. NO

GUARANTEE IS GIVEN OR IMPLIED AS TO THE

COMPLETENESS OR ACCURACY THEREOF.

PRIOR TO CONSTRUCTION, ALL LOCATIONS AND DEPTHS

OF EXISTING OVERHEAD AND UNDERGROUND UTILITIES ( IN

CONFLICT WITH THE CONSTRUCTION OF THESE PROPOSED

IMPROVEMENTS ) SHALL BE VERIFIED IN THE FIELD.

DURING THE CONSTRUCTION, THE CONTRACTOR SHALL

PROTECT AND SUPPORT ALL UTILITIES THAT ARE

ENCOUNTERED. ( ALL COSTS FOR UTILITY LOCATION

VERIFICATION, SUPPORT AND PROTECTION SHALL BE

INCLUDED IN THE PROPOSED PAY ITEM CONFLICTING WITH

THAT UTILITY ).

DURING CONSTRUCTION, THE CONTRACTOR SHALL USE

EXTREME CAUTION WHEN OPERATING NEAR ANY AND ALL

OVERHEAD AND / OR BURIED UTILITIES.

CALL MISS DIG

M:\0270\0270-0192\CIVIL\CAD\DRAWINGS\ENG\ROCHESTERBRSKETCHES.DWG

R

Know what'sbelow.

72 hours before you dig.

Call

Phone 586 726 1234 Fax 586 726 8780

51301 Schoenherr Road Shelby Township Michigan 48315

CIVIL ENGINEERS SURVEYORS ARCHITECTS

ENGINEERING STRONG COMMUNITIES

www.aewinc.com

ANDERSON, ECKSTEIN AND

WESTRICK, INC.

01/29/2024 FOR BID

QUANTITIES

PAY ITEM QUANTITY

PLAN OF STRUCTURE

EAST ELEVATION

SCALE: 1/16" = 1'-0"

2023 BRIDGE

MAINTENANCE

PROGRAM

Penetrating Healer / Sealer, Bridge Deck Abutment Joint Repair Sidewalk Concrete Repair Abutment Concrete Repair

SYD

FT

CFT

CFT

Abutment Concrete Repair

Penetrating Healer / Sealer, Bridge Deck

(INCLUDES BRIDGE SIDEWALK)

155 SYD

Sidewalk Concrete Repair

1.2 CFT

Abutment Joint Repair

27 FT

Sidewalk Concrete Repair

1.9 CFT

Sidewalk Concrete Repair

1.9 CFT

Sidewalk Concrete Repair

3 CFT

APPROACH GUARDRAIL

APPROACH CURB

AND GUTTER

BITUMINOUS APPROACH

APPROACH GUARDRAIL

CONCRETE APPROACH

SCALE: 1/8" = 1'-0"

NW ABUTMENT ELEVATION

Abutment Concrete Repair

15 CFT

WING WALL CAP

BRIDGE ABUTMENT

APPROACH

GUARDRAIL

LUDLOW AVE. PEDESTRIAN BRIDGE PC3

SEE SHEET 7

SOUTH APPROACH

NOTES:

1. Penetrating Healer / Sealer, Bridge Deck - FURNISH AND

APPLY HEALER / SEALER SYSTEM IN ACCORDANCE

WITH MDOT SPECIAL PROVISION Penetrating Healer / Sealer on Bridge Decks

2. Abutment Joint Repair - REPAIR THE SPALLED PORTION

OF THE CONCRETE WEARING SURFACE PER

CONCRETE REPAIR DETAIL AND NOTES ON SHT 1.

REPAIR OF ADJACENT HMA APPROACH AS

REQUIRED ALONG THE JOINT IS INCLUDED IN THIS

ITEM.

3. Sidewalk Concrete Repair AND Abutment Concrete Repair

- REPAIRS SHALL BE AS INDICATED ON THIS SHEET.

SEE CONCRETE REPAIR DETAIL AND NOTES ON SHT

1 FOR REQUIREMENTS.

'-0

SOUTH ELEVATION

E W

S

NORTH

2ND STREET

PAINT CREEK

CONC HEADWALL

W/ RAILING

CONC WING WALL

APPROACH

GUARDRAIL

CURB & GUTTER

CONC SIDEWALK

CONC HEADWALL

W/ RAILING

CONC WING WALL

CONC HEADWALL

W/ RAILING CONC

WING WALL

APPROACH

GUARDRAIL

SCALE: 1/16 "= 1'-0"

SCALE: 3/32" = 1'-0"

CONC SIDEWALK

Structural Crack, Repr

18 FT

Wing Wall Concrete Repair

14 CFT

38.4'

1' -3

4' -6

87.3'

43.4'

43.4'

SHEET TITLE:

COPYRIGHT, 2024, ANDERSON, ECKSTEIN AND WESTRICK, INC.

CHECKED BY:DRAWN BY:

SCALE:

PRELIMINARY

DATE SUBMITTALS/REVISIONS

PROJECT NO.

SHEET NO.

CLIENT:

PROJECT NAME:

CONSTRUCTION RECORD

DATE:

UTILITY INFORMATION, AS SHOWN, INDICATES

APPROXIMATE LOCATIONS AND TYPES OF EXISTING

FACILITIES ONLY, AS DISCLOSED BY RECORDS PROVIDED

TO THIS FIRM FROM THE VARIOUS UTILITY COMPANIES. NO

GUARANTEE IS GIVEN OR IMPLIED AS TO THE

COMPLETENESS OR ACCURACY THEREOF.

PRIOR TO CONSTRUCTION, ALL LOCATIONS AND DEPTHS

OF EXISTING OVERHEAD AND UNDERGROUND UTILITIES ( IN

CONFLICT WITH THE CONSTRUCTION OF THESE PROPOSED

IMPROVEMENTS ) SHALL BE VERIFIED IN THE FIELD.

DURING THE CONSTRUCTION, THE CONTRACTOR SHALL

PROTECT AND SUPPORT ALL UTILITIES THAT ARE

ENCOUNTERED. ( ALL COSTS FOR UTILITY LOCATION

VERIFICATION, SUPPORT AND PROTECTION SHALL BE

INCLUDED IN THE PROPOSED PAY ITEM CONFLICTING WITH

THAT UTILITY ).

DURING CONSTRUCTION, THE CONTRACTOR SHALL USE

EXTREME CAUTION WHEN OPERATING NEAR ANY AND ALL

OVERHEAD AND / OR BURIED UTILITIES.

CALL MISS DIG

M:\0270\0270-0192\CIVIL\CAD\DRAWINGS\ENG\ROCHESTERBRSKETCHES.DWG

R

Know what'sbelow.

72 hours before you dig.

Call

Phone 586 726 1234 Fax 586 726 8780

51301 Schoenherr Road Shelby Township Michigan 48315

CIVIL ENGINEERS SURVEYORS ARCHITECTS

ENGINEERING STRONG COMMUNITIES

www.aewinc.com

ANDERSON, ECKSTEIN AND

WESTRICK, INC.

01/29/2024 FOR BID

QUANTITIES

PAY ITEM QUANTITY

2nd STREET over PAINT CREEK

STRUCTURE No. 8274

7-2023VLH KEZ

0270-0192

1/16"=1'-0"

2023 BRIDGE

MAINTENANCE

PROGRAM

Wing Wall Concrete Repair Structural Crack, Repr Water Repellent Treatment, Penetrating

CFT

FT

SYD

WEST APPROACH

NOTES:

1. Structural Crack, Repr - STANDARD PAY ITEM

2. Water Repellent Treatment, Penetrating - FURNISH AND APPLY

STANDARD PAY ITEM IN ACCORDANCE WITH MDOT SECTION

706.03.S TO ALL EXPOSED SURFACES OF EACH CONCRETE

HEADWALL / BARRIER RAILING AND WINGWALL.

3. Wing Wall Concrete Repair - REPAIRS SHALL BE AS INDICATED

ON THIS SHEET. SEE CONCRETE REPAIR DETAIL AND

NOTES ON SHT 1 FOR REQUIREMENTS.

Water Repellent Treatment, Penetrating

150 SYD

Water Repellent Treatment, Penetrating

150 SYD

Water Repellent Treatment, Penetrating

E

S

NORTH

1/8"=1'-0"

DINOSAUR HILL over

PAINT CREEK

PEDESTRIAN BRIDGE PC1

PA

IN

T C

R

EE

K

TIMBER BRIDGE DECK

AND APPROACH

SCALE: 1/8" = 1'-0"

Deck Planks Replacement

270 SFT

(2" x 6" TIMBER DECK PLANKS)

Approach Ramp Replacement

73 SFT

(2" x 6" TIMBER DECK PLANKS ON

TIMBER FRAMING)

SHEET TITLE:

COPYRIGHT, 2024, ANDERSON, ECKSTEIN AND WESTRICK, INC.

CHECKED BY:DRAWN BY:

SCALE:

PRELIMINARY

DATE SUBMITTALS/REVISIONS

PROJECT NO.

SHEET NO.

CLIENT:

PROJECT NAME:

CONSTRUCTION RECORD

DATE:

UTILITY INFORMATION, AS SHOWN, INDICATES

APPROXIMATE LOCATIONS AND TYPES OF EXISTING

FACILITIES ONLY, AS DISCLOSED BY RECORDS PROVIDED

TO THIS FIRM FROM THE VARIOUS UTILITY COMPANIES. NO

GUARANTEE IS GIVEN OR IMPLIED AS TO THE

COMPLETENESS OR ACCURACY THEREOF.

PRIOR TO CONSTRUCTION, ALL LOCATIONS AND DEPTHS

OF EXISTING OVERHEAD AND UNDERGROUND UTILITIES ( IN

CONFLICT WITH THE CONSTRUCTION OF THESE PROPOSED

IMPROVEMENTS ) SHALL BE VERIFIED IN THE FIELD.

DURING THE CONSTRUCTION, THE CONTRACTOR SHALL

PROTECT AND SUPPORT ALL UTILITIES THAT ARE

ENCOUNTERED. ( ALL COSTS FOR UTILITY LOCATION

VERIFICATION, SUPPORT AND PROTECTION SHALL BE

INCLUDED IN THE PROPOSED PAY ITEM CONFLICTING WITH

THAT UTILITY ).

DURING CONSTRUCTION, THE CONTRACTOR SHALL USE

EXTREME CAUTION WHEN OPERATING NEAR ANY AND ALL

OVERHEAD AND / OR BURIED UTILITIES.

CALL MISS DIG

M:\0270\0270-0192\CIVIL\CAD\DRAWINGS\ENG\PEDBRSKETCHES.DWG

R

Know what'sbelow.

72 hours before you dig.

Call

Phone 586 726 1234 Fax 586 726 8780

51301 Schoenherr Road Shelby Township Michigan 48315

CIVIL ENGINEERS SURVEYORS ARCHITECTS

ENGINEERING STRONG COMMUNITIES

www.aewinc.com

ANDERSON, ECKSTEIN AND

WESTRICK, INC.

01/29/2024 FOR BID

QUANTITIES

Approach Ramp Replacement Deck Planks Replacement

SFT

SFT

PAY ITEM QUANTITY

7-2023VLH KEZ

0270-0192

1/8"=1'-0"

5' -2

52'-0" 14'-0"14'-0"

2023 BRIDGE

MAINTENANCE

PROGRAM

Approach Ramp Replacement

73 SFT

(2" x 6" TIMBER DECK PLANKS

ON TIMBER FRAMING)

TIMBER BRIDGE

RAILING

REPLACE TIMBER BRIDGE

APPROACH RAILING, TYP INCLUDED

IN Approach Ramp Replacement

EAST APPROACH

TIMBER BRIDGE

APPROACH RAILING

NOTES:

1. Deck Planks Replacement - REMOVE EXISTING 2x6 TIMBER

PLANKS ON THE BRIDGE DECK AND REPLACE WITH NEW

TREATED 2x6 TIMBER PLANKS. ALL WORK SHALL BE IN

ACCORDANCE WITH MDOT SECTIONS 709 AND 912.

2. Approach Ramp Replacement - REMOVE EXISTING 2x6

TIMBER PLANKS AND TIMBER FRAMING FOR EACH

APPROACH RAMP AND REBUILD SIMILAR TO EXISTING

TO MATCH CURRENT PATH GRADES. ALL WORK SHALL

BE IN ACCORDANCE WITH MDOT SECTIONS 709 AND 912.

TIMBER BRIDGE

APPROACH RAILING

E

S

NORTH

PAIN

T C

R

EEK

Resealing Abutment Joint

8 FT

SCALE: 1/16 "= 1'-0"

Deck Concrete Repair

1 CFT (EACH)

SHEET TITLE:

COPYRIGHT, 2024, ANDERSON, ECKSTEIN AND WESTRICK, INC.

CHECKED BY:DRAWN BY:

SCALE:

PRELIMINARY

DATE SUBMITTALS/REVISIONS

PROJECT NO.

SHEET NO.

CLIENT:

PROJECT NAME:

CONSTRUCTION RECORD

DATE:

UTILITY INFORMATION, AS SHOWN, INDICATES

APPROXIMATE LOCATIONS AND TYPES OF EXISTING

FACILITIES ONLY, AS DISCLOSED BY RECORDS PROVIDED

TO THIS FIRM FROM THE VARIOUS UTILITY COMPANIES. NO

GUARANTEE IS GIVEN OR IMPLIED AS TO THE

COMPLETENESS OR ACCURACY THEREOF.

PRIOR TO CONSTRUCTION, ALL LOCATIONS AND DEPTHS

OF EXISTING OVERHEAD AND UNDERGROUND UTILITIES ( IN

CONFLICT WITH THE CONSTRUCTION OF THESE PROPOSED

IMPROVEMENTS ) SHALL BE VERIFIED IN THE FIELD.

DURING THE CONSTRUCTION, THE CONTRACTOR SHALL

PROTECT AND SUPPORT ALL UTILITIES THAT ARE

ENCOUNTERED. ( ALL COSTS FOR UTILITY LOCATION

VERIFICATION, SUPPORT AND PROTECTION SHALL BE

INCLUDED IN THE PROPOSED PAY ITEM CONFLICTING WITH

THAT UTILITY ).

DURING CONSTRUCTION, THE CONTRACTOR SHALL USE

EXTREME CAUTION WHEN OPERATING NEAR ANY AND ALL

OVERHEAD AND / OR BURIED UTILITIES.

CALL MISS DIG

M:\0270\0270-0192\CIVIL\CAD\DRAWINGS\ENG\PEDBRSKETCHES.DWG

R

Know what'sbelow.

72 hours before you dig.

Call

Phone 586 726 1234 Fax 586 726 8780

51301 Schoenherr Road Shelby Township Michigan 48315

CIVIL ENGINEERS SURVEYORS ARCHITECTS

ENGINEERING STRONG COMMUNITIES

www.aewinc.com

ANDERSON, ECKSTEIN AND

WESTRICK, INC.

01/29/2024 FOR BID

QUANTITIES

Resealing Abutment Joint Deck Concrete Repair Spot Painting

FT

CFT

SFT

PAY ITEM QUANTITY

LUDLOW AVE over

PAINT CREEK

PEDESTRIAN BRIDGE PC3

7-2023VLH KEZ

0270-0192

1/16"=1'-0"

Resealing Abutment Joint

8 FT

95'-0"

8' -0

2023 BRIDGE

MAINTENANCE

PROGRAM

LUDLOW AVE.

STRUCTURE No. 8273

SEE SHEET 3

NORTH APPROACH

NOTES:

1. Deck Concrete Repair - REPAIRS SHALL BE AS

INDICATED ON THIS SHEET. SEE CONCRETE

REPAIR DETAIL AND NOTES ON SH 1 FOR

REQUIREMENTS.

2. Resealing Abutment Joint - REMOVE ALL DEBRIS

AND FOLIAGE ALONG THE EXISTING JOINT.

FURNISH AND INSTALL JOINT MATERIAL

INCLUDING POLYSULFIDE SEALANT, BACKER

ROD AND CLOSED CELL NEOPRENE FOR THE

FULL DEPTH OF THE JOINT. ALL WORK SHALL

BE IN ACCORDANCE WITH MDOT SECTIONS

706 AND 914.

3. Spot Painting - FURNISH AND APPLY ZINC RICH

PRIMER TO UNDER SIDE OF METAL DECK AS

DIRECTED BY THE ENGINEER. CLEAN AND

APPLY TO METAL SURFACE AND CONTAIN,

STORE AND DISPOSE OF SPENT MATERIAL IN

ACCORDANCE WITH MDOT SECTION 715.

Spot Painting

(UNDERSIDE OF METAL DECK)

76 SFT

E

S

NORTH

1/8"=1'-0"

MUNICIPAL PARK

WEST over

PAINT CREEK

PEDESTRIAN BRIDGE PC4

PAIN

T C

R

EEK

Deck Planks Replacement

305 SFT

(3"x10" TIMBER PLANKS)

SCALE: 1/8" = 1'-0"

SHEET TITLE:

COPYRIGHT, 2024, ANDERSON, ECKSTEIN AND WESTRICK, INC.

CHECKED BY:DRAWN BY:

SCALE:

PRELIMINARY

DATE SUBMITTALS/REVISIONS

PROJECT NO.

SHEET NO.

CLIENT:

PROJECT NAME:

CONSTRUCTION RECORD

DATE:

UTILITY INFORMATION, AS SHOWN, INDICATES

APPROXIMATE LOCATIONS AND TYPES OF EXISTING

FACILITIES ONLY, AS DISCLOSED BY RECORDS PROVIDED

TO THIS FIRM FROM THE VARIOUS UTILITY COMPANIES. NO

GUARANTEE IS GIVEN OR IMPLIED AS TO THE

COMPLETENESS OR ACCURACY THEREOF.

PRIOR TO CONSTRUCTION, ALL LOCATIONS AND DEPTHS

OF EXISTING OVERHEAD AND UNDERGROUND UTILITIES ( IN

CONFLICT WITH THE CONSTRUCTION OF THESE PROPOSED

IMPROVEMENTS ) SHALL BE VERIFIED IN THE FIELD.

DURING THE CONSTRUCTION, THE CONTRACTOR SHALL

PROTECT AND SUPPORT ALL UTILITIES THAT ARE

ENCOUNTERED. ( ALL COSTS FOR UTILITY LOCATION

VERIFICATION, SUPPORT AND PROTECTION SHALL BE

INCLUDED IN THE PROPOSED PAY ITEM CONFLICTING WITH

THAT UTILITY ).

DURING CONSTRUCTION, THE CONTRACTOR SHALL USE

EXTREME CAUTION WHEN OPERATING NEAR ANY AND ALL

OVERHEAD AND / OR BURIED UTILITIES.

CALL MISS DIG

M:\0270\0270-0192\CIVIL\CAD\DRAWINGS\ENG\PEDBRSKETCHES.DWG

R

Know what'sbelow.

72 hours before you dig.

Call

Phone 586 726 1234 Fax 586 726 8780

51301 Schoenherr Road Shelby Township Michigan 48315

CIVIL ENGINEERS SURVEYORS ARCHITECTS

ENGINEERING STRONG COMMUNITIES

www.aewinc.com

ANDERSON, ECKSTEIN AND

WESTRICK, INC.

01/29/2024 FOR BID

QUANTITIES

Deck Planks Replacement 305 SFT

PAY ITEM QUANTITY

7-2023VLH KEZ

0270-0192

1/8"=1'-0"

'-6

26'-6"

3"X10" TIMBER DECK

PLANKS

2023 BRIDGE

MAINTENANCE

PROGRAM

CONCRETE APPROACHSTEEL BRIDGE RAILING

SOUTH APPROACH

NOTE:

1. Deck Planks Replacement - REMOVE EXISTING 3”x10”

TIMBER PLANKS ON THE BRIDGE DECK AND REPLACE

WITH NEW TREATED 3”x10” TIMBER PLANKS. ALL

WORK SHALL BE IN ACCORDANCE WITH MDOT

SECTIONS 709 AND 912.

S

NORTH

1/16"=1'-0"

7-2023VLH KEZ

0270-0192

1/16"=1'-0"

MUNICIPAL PARK

CENTRAL over

PAINT CREEK

PEDESTRIAN BRIDGE PC5

PA

IN

T C

R

EE

K

3 12" x 5 12" TIMBER DECK PLANKS

Wing Wall Concrete Repair

1 CFT

8' -0

SHEET TITLE:

COPYRIGHT, 2024, ANDERSON, ECKSTEIN AND WESTRICK, INC.

CHECKED BY:DRAWN BY:

SCALE:

PRELIMINARY

DATE SUBMITTALS/REVISIONS

PROJECT NO.

SHEET NO.

CLIENT:

PROJECT NAME:

CONSTRUCTION RECORD

DATE:

UTILITY INFORMATION, AS SHOWN, INDICATES

APPROXIMATE LOCATIONS AND TYPES OF EXISTING

FACILITIES ONLY, AS DISCLOSED BY RECORDS PROVIDED

TO THIS FIRM FROM THE VARIOUS UTILITY COMPANIES. NO

GUARANTEE IS GIVEN OR IMPLIED AS TO THE

COMPLETENESS OR ACCURACY THEREOF.

PRIOR TO CONSTRUCTION, ALL LOCATIONS AND DEPTHS

OF EXISTING OVERHEAD AND UNDERGROUND UTILITIES ( IN

CONFLICT WITH THE CONSTRUCTION OF THESE PROPOSED

IMPROVEMENTS ) SHALL BE VERIFIED IN THE FIELD.

DURING THE CONSTRUCTION, THE CONTRACTOR SHALL

PROTECT AND SUPPORT ALL UTILITIES THAT ARE

ENCOUNTERED. ( ALL COSTS FOR UTILITY LOCATION

VERIFICATION, SUPPORT AND PROTECTION SHALL BE

INCLUDED IN THE PROPOSED PAY ITEM CONFLICTING WITH

THAT UTILITY ).

DURING CONSTRUCTION, THE CONTRACTOR SHALL USE

EXTREME CAUTION WHEN OPERATING NEAR ANY AND ALL

OVERHEAD AND / OR BURIED UTILITIES.

CALL MISS DIG

M:\0270\0270-0192\CIVIL\CAD\DRAWINGS\ENG\PEDBRSKETCHES.DWG

R

Know what'sbelow.

72 hours before you dig.

Call

Phone 586 726 1234 Fax 586 726 8780

51301 Schoenherr Road Shelby Township Michigan 48315

CIVIL ENGINEERS SURVEYORS ARCHITECTS

ENGINEERING STRONG COMMUNITIES

www.aewinc.com

ANDERSON, ECKSTEIN AND

WESTRICK, INC.

01/29/2024 FOR BID

QUANTITIES

Deck Planks Replacement Wing Wall Concrete Repair

SFT

CFT

PAY ITEM QUANTITY

PLAN OF STRUCTURE

SCALE: 1/16" = 1'-0"

70'-10"

Deck Planks Replacement

570 SFT

(3 12" x 5 12" TIMBER PLANKS)

2023 BRIDGE

MAINTENANCE

PROGRAM

BITUMINOUS

APPROACH

STEEL BRIDGE RAILING

NORTH APPROACH

NOTES:

1. Deck Planks Replacement - REMOVE EXISTING 3½” x 5½” TIMBER PLANKS ON THE BRIDGE DECK

AND REPLACE WITH NEW TREATED 3½” x 5½”

TIMBER PLANKS. ALL WORK SHALL BE IN

ACCORDANCE WITH MDOT SECTIONS 709 AND 912.

2. Wing Wall Concrete Repair - REPAIRS SHALL BE AS

INDICATED ON THIS SHEET. SEE CONCRETE REPAIR

DETAIL AND NOTES ON SH 1 FOR REQUIREMENTS.

S

NORTH

1/16"=1'-0"

7-2023VLH KEZ

0270-0192

1/16"=1'-0"

MUNICIPAL PARK

EAST over

PAINT CREEK

PEDESTRIAN BRIDGE PC6

PA

IN

T C

R

EE

K

CONCRETE BRIDGE

DECK

Resealing Abutment Joint

10 FT

SHEET TITLE:

COPYRIGHT, 2024, ANDERSON, ECKSTEIN AND WESTRICK, INC.

CHECKED BY:DRAWN BY:

SCALE:

PRELIMINARY

DATE SUBMITTALS/REVISIONS

PROJECT NO.

SHEET NO.

CLIENT:

PROJECT NAME:

CONSTRUCTION RECORD

DATE:

UTILITY INFORMATION, AS SHOWN, INDICATES

APPROXIMATE LOCATIONS AND TYPES OF EXISTING

FACILITIES ONLY, AS DISCLOSED BY RECORDS PROVIDED

TO THIS FIRM FROM THE VARIOUS UTILITY COMPANIES. NO

GUARANTEE IS GIVEN OR IMPLIED AS TO THE

COMPLETENESS OR ACCURACY THEREOF.

PRIOR TO CONSTRUCTION, ALL LOCATIONS AND DEPTHS

OF EXISTING OVERHEAD AND UNDERGROUND UTILITIES ( IN

CONFLICT WITH THE CONSTRUCTION OF THESE PROPOSED

IMPROVEMENTS ) SHALL BE VERIFIED IN THE FIELD.

DURING THE CONSTRUCTION, THE CONTRACTOR SHALL

PROTECT AND SUPPORT ALL UTILITIES THAT ARE

ENCOUNTERED. ( ALL COSTS FOR UTILITY LOCATION

VERIFICATION, SUPPORT AND PROTECTION SHALL BE

INCLUDED IN THE PROPOSED PAY ITEM CONFLICTING WITH

THAT UTILITY ).

DURING CONSTRUCTION, THE CONTRACTOR SHALL USE

EXTREME CAUTION WHEN OPERATING NEAR ANY AND ALL

OVERHEAD AND / OR BURIED UTILITIES.

CALL MISS DIG

M:\0270\0270-0192\CIVIL\CAD\DRAWINGS\ENG\PEDBRSKETCHES.DWG

R

Know what'sbelow.

72 hours before you dig.

Call

Phone 586 726 1234 Fax 586 726 8780

51301 Schoenherr Road Shelby Township Michigan 48315

CIVIL ENGINEERS SURVEYORS ARCHITECTS

ENGINEERING STRONG COMMUNITIES

www.aewinc.com

ANDERSON, ECKSTEIN AND

WESTRICK, INC.

01/29/2024 FOR BID

QUANTITIES

Resealing Abutment Joint Spot Painting

FT

SFT

PAY ITEM QUANTITY

PLAN OF STRUCTURE

SCALE: 1/16" = 1'-0"

70'-0"

Resealing Abutment Joint

10 FT

'-0

2023 BRIDGE

MAINTENANCE

PROGRAM

STEEL BRIDGE

RAILING

CONCRETE APPROACH

CONCRETE APPROACH

SOUTH APPROACH

NOTES:

1. Resealing Abutment Joint - REMOVE ALL DEBRIS

AND FOLIAGE ALONG THE EXISTING JOINT.

FURNISH AND INSTALL JOINT MATERIAL

INCLUDING POLYSULFIDE SEALANT, BACKER

ROD AND CLOSED CELL NEOPRENE FOR THE

FULL DEPTH OF THE JOINT. ALL WORK SHALL

BE IN ACCORDANCE WITH MDOT SECTIONS

706 AND 914.

2. Spot Painting - FURNISH AND APPLY ZINC RICH

PRIMER TO UNDER SIDE OF METAL DECK AS

DIRECTED BY THE ENGINEER. CLEAN AND

APPLY TO METAL SURFACE AND CONTAIN,

STORE AND DISPOSE OF SPENT MATERIAL IN

ACCORDANCE WITH MDOT SECTION 715.

Spot Painting (UNDERSIDE

OF METAL DECK)

70 SFT

S

NORTH

1/16"=1'-0"

7-2023VLH KEZ

0270-0192

1/16"=1'-0"

PCT by ROYAL PARK over PAINT CREEK

PEDESTRIAN BRIDGE PC8

PA

IN

T C

R

EE

K

CONCRETE

CULVERT

DECK

Structural Crack, Repr

33 FT

SHEET TITLE:

COPYRIGHT, 2024, ANDERSON, ECKSTEIN AND WESTRICK, INC.

CHECKED BY:DRAWN BY:

SCALE:

PRELIMINARY

DATE SUBMITTALS/REVISIONS

PROJECT NO.

SHEET NO.

CLIENT:

PROJECT NAME:

CONSTRUCTION RECORD

DATE:

UTILITY INFORMATION, AS SHOWN, INDICATES

APPROXIMATE LOCATIONS AND TYPES OF EXISTING

FACILITIES ONLY, AS DISCLOSED BY RECORDS PROVIDED

TO THIS FIRM FROM THE VARIOUS UTILITY COMPANIES. NO

GUARANTEE IS GIVEN OR IMPLIED AS TO THE

COMPLETENESS OR ACCURACY THEREOF.

PRIOR TO CONSTRUCTION, ALL LOCATIONS AND DEPTHS

OF EXISTING OVERHEAD AND UNDERGROUND UTILITIES ( IN

CONFLICT WITH THE CONSTRUCTION OF THESE PROPOSED

IMPROVEMENTS ) SHALL BE VERIFIED IN THE FIELD.

DURING THE CONSTRUCTION, THE CONTRACTOR SHALL

PROTECT AND SUPPORT ALL UTILITIES THAT ARE

ENCOUNTERED. ( ALL COSTS FOR UTILITY LOCATION

VERIFICATION, SUPPORT AND PROTECTION SHALL BE

INCLUDED IN THE PROPOSED PAY ITEM CONFLICTING WITH

THAT UTILITY ).

DURING CONSTRUCTION, THE CONTRACTOR SHALL USE

EXTREME CAUTION WHEN OPERATING NEAR ANY AND ALL

OVERHEAD AND / OR BURIED UTILITIES.

CALL MISS DIG

M:\0270\0270-0192\CIVIL\CAD\DRAWINGS\ENG\PEDBRSKETCHES.DWG

R

Know what'sbelow.

72 hours before you dig.

Call

Phone 586 726 1234 Fax 586 726 8780

51301 Schoenherr Road Shelby Township Michigan 48315

CIVIL ENGINEERS SURVEYORS ARCHITECTS

ENGINEERING STRONG COMMUNITIES

www.aewinc.com

ANDERSON, ECKSTEIN AND

WESTRICK, INC.

01/29/2024 FOR BID

QUANTITIES

Structural Crack, Repr Penetrating Healer / Sealer, Bridge Deck

FT

SYD

PAY ITEM QUANTITY

PLAN OF STRUCTURE

SCALE: 1/16" = 1'-0"

70'-0"

Penetrating Healer / Sealer, Bridge Deck

190 SYD

'-0

PEDESTRIAN RIVER WALK

2023 BRIDGE

MAINTENANCE

PROGRAM

Structural Crack, Repr

12 FT

STEEL CULVERT

RAILING

NORTHEAST APPROACH

NOTES:

1. Structural Crack, Repr - STANDARD PAY ITEM

2. Penetrating Healer / Sealer, Bridge Deck - FURNISH

AND APPLY HEALER / SEALER SYSTEM IN

ACCORDANCE WITH MDOT SPECIAL PROVISION

Penetrating Healer / Sealer on Bridge Decks.

S

NORTH

1/16"=1'-0"

7-2023VLH KEZ

0270-0192

1/16"=1'-0"

CRT by ELIZABETH ST over PAINT CREEK

PEDESTRIAN BRIDGE PC9

PA

IN

T

C R

EE

K

STEEL FASCIA GIRDERS

SHEET TITLE:

COPYRIGHT, 2024, ANDERSON, ECKSTEIN AND WESTRICK, INC.

CHECKED BY:DRAWN BY:

SCALE:

PRELIMINARY

DATE SUBMITTALS/REVISIONS

PROJECT NO.

SHEET NO.

CLIENT:

PROJECT NAME:

CONSTRUCTION RECORD

DATE:

UTILITY INFORMATION, AS SHOWN, INDICATES

APPROXIMATE LOCATIONS AND TYPES OF EXISTING

FACILITIES ONLY, AS DISCLOSED BY RECORDS PROVIDED

TO THIS FIRM FROM THE VARIOUS UTILITY COMPANIES. NO

GUARANTEE IS GIVEN OR IMPLIED AS TO THE

COMPLETENESS OR ACCURACY THEREOF.

PRIOR TO CONSTRUCTION, ALL LOCATIONS AND DEPTHS

OF EXISTING OVERHEAD AND UNDERGROUND UTILITIES ( IN

CONFLICT WITH THE CONSTRUCTION OF THESE PROPOSED

IMPROVEMENTS ) SHALL BE VERIFIED IN THE FIELD.

DURING THE CONSTRUCTION, THE CONTRACTOR SHALL

PROTECT AND SUPPORT ALL UTILITIES THAT ARE

ENCOUNTERED. ( ALL COSTS FOR UTILITY LOCATION

VERIFICATION, SUPPORT AND PROTECTION SHALL BE

INCLUDED IN THE PROPOSED PAY ITEM CONFLICTING WITH

THAT UTILITY ).

DURING CONSTRUCTION, THE CONTRACTOR SHALL USE

EXTREME CAUTION WHEN OPERATING NEAR ANY AND ALL

OVERHEAD AND / OR BURIED UTILITIES.

CALL MISS DIG

M:\0270\0270-0192\CIVIL\CAD\DRAWINGS\ENG\PEDBRSKETCHES.DWG

R

Know what'sbelow.

72 hours before you dig.

Call

Phone 586 726 1234 Fax 586 726 8780

51301 Schoenherr Road Shelby Township Michigan 48315

CIVIL ENGINEERS SURVEYORS ARCHITECTS

ENGINEERING STRONG COMMUNITIES

www.aewinc.com

ANDERSON, ECKSTEIN AND

WESTRICK, INC.

01/29/2024 FOR BID

QUANTITIES

Abutment Concrete Repair 12 CFT

PAY ITEM QUANTITY

PLAN OF STRUCTURE

SCALE: 1/16" = 1'-0"

72'-0"

STEEL RAILING

Abutment Concrete Repair

5 CFT

'-3

CLINTON RIVER TRAIL

WOODEN APPROACH RAILING

Abutment Concrete Repair

2 CFT

Abutment Concrete Repair

5 CFT

WOODEN APPROACH

RAILING

2023 BRIDGE

MAINTENANCE

PROGRAM

BITUMINOUS

APPROACH

GRAVEL APPROACH

EAST APPROACH

NOTE:

1. Abutment Concrete Repair - REPAIRS SHALL

BE AS INDICATED ON THIS SHEET. SEE

CONCRETE REPAIR DETAIL AND NOTES

ON SH 1 FOR REQUIREMENTS.

ES

NORTH

1/8"=1'-0"

ROMEO RD over

STONY CREEK

PEDESTRIAN BRIDGE SC1

STO

N

Y C R

EEK

SPLIT RAIL FENCE

SCALE: 1/8" = 1'-0"

SHEET TITLE:

COPYRIGHT, 2024, ANDERSON, ECKSTEIN AND WESTRICK, INC.

CHECKED BY:DRAWN BY:

SCALE:

PRELIMINARY

DATE SUBMITTALS/REVISIONS

PROJECT NO.

SHEET NO.

CLIENT:

PROJECT NAME:

CONSTRUCTION RECORD

DATE:

UTILITY INFORMATION, AS SHOWN, INDICATES

APPROXIMATE LOCATIONS AND TYPES OF EXISTING

FACILITIES ONLY, AS DISCLOSED BY RECORDS PROVIDED

TO THIS FIRM FROM THE VARIOUS UTILITY COMPANIES. NO

GUARANTEE IS GIVEN OR IMPLIED AS TO THE

COMPLETENESS OR ACCURACY THEREOF.

PRIOR TO CONSTRUCTION, ALL LOCATIONS AND DEPTHS

OF EXISTING OVERHEAD AND UNDERGROUND UTILITIES ( IN

CONFLICT WITH THE CONSTRUCTION OF THESE PROPOSED

IMPROVEMENTS ) SHALL BE VERIFIED IN THE FIELD.

DURING THE CONSTRUCTION, THE CONTRACTOR SHALL

PROTECT AND SUPPORT ALL UTILITIES THAT ARE

ENCOUNTERED. ( ALL COSTS FOR UTILITY LOCATION

VERIFICATION, SUPPORT AND PROTECTION SHALL BE

INCLUDED IN THE PROPOSED PAY ITEM CONFLICTING WITH

THAT UTILITY ).

DURING CONSTRUCTION, THE CONTRACTOR SHALL USE

EXTREME CAUTION WHEN OPERATING NEAR ANY AND ALL

OVERHEAD AND / OR BURIED UTILITIES.

CALL MISS DIG

M:\0270\0270-0192\CIVIL\CAD\DRAWINGS\ENG\PEDBRSKETCHES.DWG

R

Know what'sbelow.

72 hours before you dig.

Call

Phone 586 726 1234 Fax 586 726 8780

51301 Schoenherr Road Shelby Township Michigan 48315

CIVIL ENGINEERS SURVEYORS ARCHITECTS

ENGINEERING STRONG COMMUNITIES

www.aewinc.com

ANDERSON, ECKSTEIN AND

WESTRICK, INC.

01/29/2024 FOR BID

QUANTITIES

Deck Concrete Repair Abutment Concrete Repair

CFT

CFT

PAY ITEM QUANTITY

2023 BRIDGE

MAINTENANCE

PROGRAM

7-2023VLH KEZ

0270-0192

1/8"=1'-0"

27'-0"

'-0

GAS LINE

CONC SIDEWALK

GRAVEL PATHWAY

Abutment Concrete Repair

5 CFT

Deck Concrete Repair

3.5 CFT

Deck Concrete Repair

3.5 CFT

Deck Concrete Repair

1 CFT

NORTH APPROACH

NOTE:

1. Deck Concrete Repair AND Abutment Concrete

Repair - REPAIRS SHALL BE AS INDICATED ON

THIS SHEET. SEE CONCRETE REPAIR DETAIL

AND NOTES ON SHT 1 FOR REQUIREMENTS.

S

NORTH

1/16"=1'-0"

7-2023VLH KEZ

0270-0192

1/16"=1'-0"

CRT by PARKDALE RD over STONY CREEK

PEDESTRIAN BRIDGE SC3

STONY CREEK

SHEET TITLE:

COPYRIGHT, 2024, ANDERSON, ECKSTEIN AND WESTRICK, INC.

CHECKED BY:DRAWN BY:

SCALE:

PRELIMINARY

DATE SUBMITTALS/REVISIONS

PROJECT NO.

SHEET NO.

CLIENT:

PROJECT NAME:

CONSTRUCTION RECORD

DATE:

UTILITY INFORMATION, AS SHOWN, INDICATES

APPROXIMATE LOCATIONS AND TYPES OF EXISTING

FACILITIES ONLY, AS DISCLOSED BY RECORDS PROVIDED

TO THIS FIRM FROM THE VARIOUS UTILITY COMPANIES. NO

GUARANTEE IS GIVEN OR IMPLIED AS TO THE

COMPLETENESS OR ACCURACY THEREOF.

PRIOR TO CONSTRUCTION, ALL LOCATIONS AND DEPTHS

OF EXISTING OVERHEAD AND UNDERGROUND UTILITIES ( IN

CONFLICT WITH THE CONSTRUCTION OF THESE PROPOSED

IMPROVEMENTS ) SHALL BE VERIFIED IN THE FIELD.

DURING THE CONSTRUCTION, THE CONTRACTOR SHALL

PROTECT AND SUPPORT ALL UTILITIES THAT ARE

ENCOUNTERED. ( ALL COSTS FOR UTILITY LOCATION

VERIFICATION, SUPPORT AND PROTECTION SHALL BE

INCLUDED IN THE PROPOSED PAY ITEM CONFLICTING WITH

THAT UTILITY ).

DURING CONSTRUCTION, THE CONTRACTOR SHALL USE

EXTREME CAUTION WHEN OPERATING NEAR ANY AND ALL

OVERHEAD AND / OR BURIED UTILITIES.

CALL MISS DIG

M:\0270\0270-0192\CIVIL\CAD\DRAWINGS\ENG\PEDBRSKETCHES.DWG

R

Know what'sbelow.

72 hours before you dig.

Call

Phone 586 726 1234 Fax 586 726 8780

51301 Schoenherr Road Shelby Township Michigan 48315

CIVIL ENGINEERS SURVEYORS ARCHITECTS

ENGINEERING STRONG COMMUNITIES

www.aewinc.com

ANDERSON, ECKSTEIN AND

WESTRICK, INC.

01/29/2024 FOR BID

QUANTITIES

Abutment Concrete Repair Pier Concrete Repair Wing Wall Concrete Repair Resealing Expansion Joint

CFT

CFT

CFT

FT

PAY ITEM QUANTITY

PLAN OF STRUCTURE

SCALE: 1/16" = 1'-0"

72'-0"

STEEL BRIDGE

RAILING

Abutment Concrete Repair

5 CFT

'-0

TIMBER APPROACH RAILING

Abutment Concrete Repair 10 CFT

2023 BRIDGE

MAINTENANCE

PROGRAM

Abutment Concrete Repair

2 CFT

Pier Concrete Repair

10 CFT

Resealing Expansion Joint

12 FT

CLINTON RIVER TRAIL

Wing Wall Concrete Repair

10 CFT

6" UTILITY CONDUIT

CONCRETE BRIDGE DECK

WEST APPROACH

NOTES:

1. Resealing Expansion Joint - REMOVE ALL DEBRIS AND

FOLIAGE ALONG THE EXISTING JOINT. FURNISH

AND INSTALL JOINT MATERIAL INCLUDING

POLYSULFIDE SEALANT, BACKER ROD AND CLOSED

CELL NEOPRENE FOR THE FULL DEPTH OF THE

JOINT. ALL WORK SHALL BE IN ACCORDANCE WITH

MDOT SECTIONS 706 AND 914.

2. Pier Concrete Repair, Abutment Concrete Repair and Wing Wall Concrete Repair - REPAIRS SHALL BE AS

INDICATED ON THIS SHEET. SEE CONCRETE REPAIR

DETAIL AND NOTES ON SHT 1 FOR REQUIREMENTS.

TIMBER APPROACH

RAILING

Pier Concrete Repair

10 CFT

Wing Wall Concrete Repair

3 CFT