NPDES_White_Oak_Draft_Bridge_Abutment_Details_10-26-23.pdf

SCALE: 1" = 2'

0 1 2 4 6

PROJECT DATA

File:

Date:

Project:VVISTA

DE S I G N, I NC.

bridgey.dwg

NOTE:

This drawing, specifications, and work produced by Vista Design, Inc. (VDI) for this project are instruments of service for this project only, and remains the copyrighted property of VDI. Reuse or reproduction of any of the instruments of service of VDI by the Client or assignees without the written permission of VDI will be at the Clients risk and be a violation of the copyright laws of the United States of America and the respective state within which the work was completed.

NOTE:

This Drawing does not include necessary components for construction safety. All construction must be done in compliance with the occupational safety and health act of 1970 and all rules and regulations thereto appurtenant.

Scale:

Sheet:

Engineers • Architects • Surveyors • Landscape Architects Land Planning Consultants • GIS Services

11634 Worcester Hwy, Showell, MD 21862

Ph. 410-352-3874 • Fax 410-352-3875 • www.vistadesigninc.com

AS SHOWN

19-054

WHITE OAK

VILLAGE

BRIDGE ABUTMENT

ISOMETRIC VIEW 10/26/23

4000 PSI CONCRETE

10 INCH ANCHOR BOLTS (4 TOTAL)

EMBEDDED 6 INCHES

DOUBLE 2X10 SILL PLATE

7.00'

2.00'

1.75' 1.33'

1.00'

0.67'

DRAFT

BaysD Reviewed

7.0'

1.00'

0.75'

SCALE: 1" = 1'

0 0.5 1 2 3

PROJECT DATA

File:

Date:

Project:VVISTA

DE S I G N, I NC.

bridgey.dwg

NOTE:

This drawing, specifications, and work produced by Vista Design, Inc. (VDI) for this project are instruments of service for this project only, and remains the copyrighted property of VDI. Reuse or reproduction of any of the instruments of service of VDI by the Client or assignees without the written permission of VDI will be at the Clients risk and be a violation of the copyright laws of the United States of America and the respective state within which the work was completed.

NOTE:

This Drawing does not include necessary components for construction safety. All construction must be done in compliance with the occupational safety and health act of 1970 and all rules and regulations thereto appurtenant.

Scale:

Sheet:

Engineers • Architects • Surveyors • Landscape Architects Land Planning Consultants • GIS Services

11634 Worcester Hwy, Showell, MD 21862

Ph. 410-352-3874 • Fax 410-352-3875 • www.vistadesigninc.com

AS SHOWN

19-054

WHITE OAK

VILLAGE

BRIDGE ABUTMENT

FRONT VIEW 10/26/23

FRONT VIEW GEOMETRY

1.67'0.50' 1.67' 1.67' 0.50'

6.00'0.50' 0.50'

DOUBLE 2X10 SILL PLATE

10 INCH ANCHOR BOLTS (4 TOTAL)

EMBEDDED 6 INCHES

DRAFT

0.75'

0.67'

2.0'

1.00'

1.75'

SCALE: 1" = 1'

0 0.5 1 2 3

PROJECT DATA

File:

Date:

Project:VVISTA

DE S I G N, I NC.

bridgey.dwg

NOTE:

This drawing, specifications, and work produced by Vista Design, Inc. (VDI) for this project are instruments of service for this project only, and remains the copyrighted property of VDI. Reuse or reproduction of any of the instruments of service of VDI by the Client or assignees without the written permission of VDI will be at the Clients risk and be a violation of the copyright laws of the United States of America and the respective state within which the work was completed.

NOTE:

This Drawing does not include necessary components for construction safety. All construction must be done in compliance with the occupational safety and health act of 1970 and all rules and regulations thereto appurtenant.

Scale:

Sheet:

Engineers • Architects • Surveyors • Landscape Architects Land Planning Consultants • GIS Services

11634 Worcester Hwy, Showell, MD 21862

Ph. 410-352-3874 • Fax 410-352-3875 • www.vistadesigninc.com

AS SHOWN

19-054

WHITE OAK

VILLAGE

BRIDGE ABUTMENT

SIDE VIEW 10/26/23

SIDE VIEW GEOMETRY

SIDE VIEW REBAR REINFORCEMENT

VERTICAL #4 BAR @ 24" O/C

HORIZONTAL #4 BAR @ 12" O/C

HORIZONTAL #4 BAR @ 6" O/C

10 INCH ANCHOR BOLTS (4 TOTAL)

EMBEDDED 6 INCHES

DOUBLE 2X10 SILL PLATE

0.25'

0.25'

1/2 INCH MINIMUM GAP TO ALLOW FOR EXPANSION

0.90'1.10'

DRAFT

SCALE: 1" = 1'

0 0.5 1 2 3

PROJECT DATA

File:

Date:

Project:VVISTA

DE S I G N, I NC.

bridgey.dwg

NOTE:

This drawing, specifications, and work produced by Vista Design, Inc. (VDI) for this project are instruments of service for this project only, and remains the copyrighted property of VDI. Reuse or reproduction of any of the instruments of service of VDI by the Client or assignees without the written permission of VDI will be at the Clients risk and be a violation of the copyright laws of the United States of America and the respective state within which the work was completed.

NOTE:

This Drawing does not include necessary components for construction safety. All construction must be done in compliance with the occupational safety and health act of 1970 and all rules and regulations thereto appurtenant.

Scale:

Sheet:

Engineers • Architects • Surveyors • Landscape Architects Land Planning Consultants • GIS Services

11634 Worcester Hwy, Showell, MD 21862

Ph. 410-352-3874 • Fax 410-352-3875 • www.vistadesigninc.com

AS SHOWN

19-054

WHITE OAK

VILLAGE

NOTES

10/26/23

NOTES:

1. BRIDGE TO BE ASSEMBLED AND INSTALLED PER MANUFACTURER'S REQUIREMENTS

2. FOOTING TO BE INSPECTED BY GEOTECHNICAL ENGINEER AND CHARLES COUNTY PRIOR TO POURING

CONCRETE

3. CONTRACTOR TO FOLLOW ALL SITE PREPARATION RECOMMENDATIONS MADE BY GEOTECHNICAL

ENGINEER.

4. ALL CONCRETE TO COMPLY WITH COUNTY STANDARDS AND SPECIFICATIONS AND AMERICAN CONCRETE

INSTITUTE ACI 318.

5. CONCRETE TO HAVE A MINIMUM MAXIMUM STRENGTH OF 4000 PSI @ 28 DAYS

6. CONCRETE TO HAVE MAXIMUM WATER/CEMENT RATIO OF 0.45.

7. ABUTMENT WIDTH IS TO BE MINIMUM 2 FEET WIDER THAN BRIDGE (1 FT EACH SIDE)

8. ALL REINFORCING REBAR SHALL CONFORM TO ASTM A-615 (60 KIPS) AND INSTALLED PER ACI'S MANUAL

(ACI-315).

9. CONTRACTOR IS RESPONSIBLE FOR ENSURING PLACEMENT OF 12" GALVANIZED ANCHOR BOLTS IN

CONCRETE.

10. 1

4" (MINIMUM) THICK STAINLESS STEEL "L" BRACKETS TO BE USED TO CONNECT ANCHOR BOLTS TO

BRIDGE

11. CONTRACTOR TO PROVIDE GALVANIZED WASHER AND NUTS FOR EACH ANCHOR BOLT

12. REINFORCING REBAR SHALL CONFORM TO ASTM A-615 (60 KIPS) AND INSTALLED PER ACI'S MANUAL

(ACI-315).

13. CONTRACTOR TO ATTACH BRIDGE STRUCTURE TO ABUTMENT PRIOR TO ATTACHING DECKING BOARDS.

EACH BEAM IN BRIDGE (5) ARE TO BE CONNECTED TO ABUTMENT VIA L BRACKET. USE 3" SCREWS TO

ATTACH BRACKET TO BRIDGE AS PER MANUFACTURER'S DETAIL. ONLY AFTER ALL STRUCTURAL

SUPPORTS ARE CONNECTED CAN FINAL DECKING BE INSTALLED. INSTALL LAST 3 DECKING BOARDS ON

EACH SIDE WITH REMOVABLE BOLTS.

DRAFT