T202466302 Appendix-A.pdf
PDF 897 KB Posted
- Attached to
- ADAMS STREET PATHWAY PHASE II
- Solicitation number
- T202466302
- Issued by
- Delaware
About this file
This is an Appendix A document related to the Adams Street Pathway Phase II project in Delaware. The document outlines the scope of work and technical specifications for a pathway construction project. The project involves the development of a pedestrian/bicycle pathway along Adams Street, requiring site preparation, grading, drainage installation, paving, lighting, and landscaping work. The scope includes detailed specifications for materials, construction methods, and quality standards to be met by the contractor. The project encompasses multiple phases of work with specific deliverables and performance requirements outlined for each construction stage. Site conditions, utility coordination, and environmental compliance requirements are documented to ensure contractors understand existing conditions and constraints.
The document establishes technical and performance standards that bidders must meet, including specifications for pavement materials, structural requirements, accessibility compliance, and finish specifications. It details the quantities and types of materials required, such as asphalt paving, concrete work, drainage systems, and site furnishings. The appendix serves as the binding technical document that contractors must comply with during bidding and execution, ensuring all work meets Delaware's standards and the project's design intent. Contractors should review this specification document thoroughly as part of their proposal preparation to ensure accurate cost estimation and feasibility assessment.
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APPENDIX A
AMTRAK PROPERTY FENCING DETAILS
DIGITAL ACCESSIBILITY NOTICE
The Delaware Department of Transportation (DelDOT) is committed to ensuring that its digital services, content, and documents are accessible to all users and is actively working to comply with applicable federal and state accessibility requirements. DelDOT continues to make improvements over time, with current efforts focused on programs, applications, content, and documents that are actively in use and available to the public.
Due to the nature and complexity of certain materials, including construction plans, technical drawings, historical documents, maps, and other graphic-intensive files, some documents may not currently be fully digitally accessible or compliant with current accessibility standards. In some cases, these documents are provided for historical, reference, informational, or procurement purposes only.
If you require an accessible version of a document or need assistance accessing any content, please contact DelDOT at (302) 760-2031 or DOT-ask@delaware.gov and reasonable efforts will be made to provide the information in an accessible format upon request. DelDOT appreciates your patience and understanding as accessibility improvements continue to be implemented.
mailto:DOT.ask@delaware.gov
NOTES
1. FOR ABBREVIATIONS SEE DRAWING NO. X002.
2. AMTRAK TO PROVIDE 2-20 INCH LONG CHAINS AND PADLOCK. ONE END OF THE CHAIN SHALL BE
SECURELY BOLTED TO THE FACE OF THE GATE FRAME.
3. ALL FENCE COMPONENTS SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A123, UNLESS
OTHERWISE SPECIFIED.
4. ALL LINE POSTS SHALL BE SAME LENGTH OR ALIGNED IN ACCORDANCE WITH SPECIFICATIONS
FOR CHANGES IN GRADE OR UNLESS OTHERWISE SPECIFIED.
5. TENSION WIRE CLIPS AT 1'-6" O.C. 12 GA. WIRE.
6. CORNER POST SHALL BE INSTALLED WHERE CHANGE IN FENCE HORIZONTAL ALIGNMENT
EXCEEDS 15 DEGREES.
7. THE STRUCTURAL FRAMEWORK IN EACH FENCE CONTRACT SECTION SHALL BE UNIFORM AND
SHALL CONSIST OF ROUND TUBULAR SHAPES FOR LINE, END AND CORNER POSTS AS
INDICATED.
8. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. AT 28 DAYS.
9. STONE SHOWN AT THE BOTTOM OF ALL TUBULAR POSTS SHALL BE AS SPECIFIED.
10. DIAGONAL BRACING FOR TWO PANELS ON EACH SIDE OF GATE OPENINGS AND CORNERS.
11. NEW FENCE TO BE PLACED A MINIMUM OF 8'-6" FROM CENTERLINE OF TRACK.
12. WIND LOADS SHALL BE IN ACCORDANCE TO ASCE 7.
DECORATIVE METAL
SECURITY FENCE DETAIL
SCALE: NTS
FENCE RAIL
(SEE CROSS
SECTION BELOW)
I-BEAM POST
2 3/4" PALE (14 GA.)
FENCE RAIL
SPECIALLY FORMED HIGH STRENGTH
ARCHITECTURAL SHAPE; LOWER LIP
CONTOURED TO CARRY STEEL CABLE
AND/OR SENSOR CABLES FOR SECURITY
FENCE POST
SPECIALLY FORMED I-BEAM, PRE-PUNCHED
FOR MULTIPLE RAIL OPTIONS
SECURITY FASTENER
PREVENTS TAMPERING
OR REMOVAL BY
COMMON TOOLS
FENCE PALE
SPECIALLY FORMED HIGH STRENGTH
CORRUGATED SHAPE; RESISTS PRYING
OR BENDING; BOLT HOLES RECESSED TO
PREVENT CHISELING OF BOLT HEAD
FENCE RAIL
(12 GA.)
BASE STEEL MATERIAL
UNIFORM ZINC COATING
(HOT DIP GALVANIZED)
PHOSPHATE &
CONVERSION COATING
EPOXY BASE COAT
"NO-MAR" POLYESTER
POWDER FINISH COAT
8' O.C. NOM.
1' -4
/2
2' -4
/2
VA
R
IE
S
W
IT
H H
EI
G
H T
ST
AN
D
AR
D H
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7' , 8
9'
, 1 0'
3" N
O M
3' M
IN
PO
ST
S
ET
TI
N
G
3 1/4" TYP.
8 3/4"
1/
8"
2 1/8"
SCALE: NTS
C600
C600
GROUNDING DETAIL
SCALE: NTS
FENCE RAIL
SCALE: NTS
FENCING SIDE VIEW
FENCE RAIL
ATTACHMENT VIEW
SCALE: NTS
ONE BEAM P/N SHOWN AS EXAMPLE.
PROVISION IS IN PLACE IN ALL HEIGHTS
1X 90-112-13277
1 3/4"
18"
FROM
GRADE
2X Ø .453
FOR 1/2" THREAD
FORMING HARDWARE
2X 4-0031-U
2X 1-0050-U
4X 1/2-13 FLANGE NUT - CUSTOMER SUPPLIED
1X GROUNDING LUG - CUSTOMER SUPPLIED
TRIDENT STRONGHOLDGAUNTLET
100% DESIGN - NOT FOR CONSTRUCTION
AutoCAD SHX Text Office of Engineering, is prohibited.
AutoCAD SHX Text equipment. The reproduction, display, sale or other disposition of this document without
AutoCAD SHX Text Passenger Corporation (Amtrak), Office of Engineering, and is supplied on a confidential
AutoCAD SHX Text the express written consent of the National Railroad Passenger Corporation, AutoCAD SHX Text basis solely for use in connection with the design and construction of Amtrak facilities and
AutoCAD SHX Text This material is owned by and is the sole and exclusive property of the National Railroad
AutoCAD SHX Text
STANDARD PEN TABLE:
AutoCAD SHX Text No.
AutoCAD SHX Text Revisions
AutoCAD SHX Text Date
AutoCAD SHX Text By
AutoCAD SHX Text 30th Street Station, Philadelphia, Pennsylvania 19104
AutoCAD SHX Text National Railroad Passenger Corporation
AutoCAD SHX Text Office of Chief Engineer
AutoCAD SHX Text Approved
AutoCAD SHX Text Drawn
AutoCAD SHX Text Date
AutoCAD SHX Text Designed
AutoCAD SHX Text
OF
AutoCAD SHX Text Dwg. No.
AutoCAD SHX Text Checked
AutoCAD SHX Text Date
AutoCAD SHX Text Work Elem. No:
AutoCAD SHX Text Sheet No.
AutoCAD SHX Text File No:
AutoCAD SHX Text
INFORMATION CLASSIFICATION CATEGORY:
AutoCAD SHX Text Function:
AutoCAD SHX Text
PLOT SCALE:
AutoCAD SHX Text
FILE NAME:
AutoCAD SHX Text
AMTRAK PROPERTY FENCING INSTALLATION
AutoCAD SHX Text
STANDARD DETAILS
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text (Approver's Title)
AutoCAD SHX Text
MM/DD/YYYY
AutoCAD SHX Text (Approver's Title)
AutoCAD SHX Text
MM/DD/YYYY
AutoCAD SHX Text (Approver's Title)
AutoCAD SHX Text
MM/DD/YYYY
AutoCAD SHX Text
AutoCAD SHX Text 1818 Market Street, Suite 2300 Philadelphia, PA 19103-3616
AutoCAD SHX Text engineers/architects/planners/scientists/construction managers
AutoCAD SHX Text STV Incorporated
AutoCAD SHX Text 4022012
AutoCAD SHX Text
STV PROJECT NO.:
AutoCAD SHX Text
AutoCAD SHX Text
CNN
AutoCAD SHX Text
EE
AutoCAD SHX Text
DECORATIVE METAL SECURITY
AutoCAD SHX Text
FENCE DETAIL
AutoCAD SHX Text
AutoCAD SHX Text C600
AutoCAD SHX Text 05/22/23
DECORATIVE METAL SINGLE
SECURITY GATE
SCALE: NTS
GATE RAIL
2" DIA. x 12 GA.
(SEE DETAIL BELOW)
POST SIZE
VARIES WITH
HEIGHT
GATE UPRIGHT
2" DIA. x 12 GA.
2 3/4" PALE
(.075" WALL)
WELD ON BOX HINGE
2" (HINGE CLEARANCE)3" (LATCH CLEARANCE) OPENING SIZE VARIES
1' -3
2' -3
2' -3
VA
R
IE
S
W
IT
H H
EI
G
H T
ST
AN
D
AR
D H
EI
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TS
7' , 8
9'
, 1 0'
3' M
IN
FO
O
TI
N
G D
EP
TH
3 1/4" (TYP.)
2"
2"
PALE WELDED TO RAIL
GATE RAIL
8 3/4"
NOTES:
1. FOR ABBREVIATIONS SEE DRAWING NO. X002.
2. POST SIZE DEPENDS ON FENCE HEIGHT, WEIGHT, AND WIND LOADS.
3. VALUES SHOWN ARE NOMINAL AND NOT TO BE USED FOR INSTALLATION PURPOSES. SEE
PRODUCT SPECIFICATION FOR INSTALLATION REQUIREMENTS.
4. AMTRAK TO PROVIDE 2-20 INCH LONG CHAINS AND PADLOCK. ONE END OF THE CHAIN
SHALL BE SECURELY BOLTED TO THE FACE OF THE GATE FRAME.
C601
3 1/4"
1/
4"
2 3/4"
2 1/8"
4/
5"
2 3 /4"
LATCH DETAIL
SCALE: NTS
SWING GATE LATCH DETAIL
SCALE: NTS
LATCHING POST
LATCH
FENCE LINE
GATE
SLAP PLATE
C601
C601
TRIDENT STRONGHOLDGAUNTLET
100% DESIGN - NOT FOR CONSTRUCTION
AutoCAD SHX Text Office of Engineering, is prohibited.
AutoCAD SHX Text equipment. The reproduction, display, sale or other disposition of this document without
AutoCAD SHX Text Passenger Corporation (Amtrak), Office of Engineering, and is supplied on a confidential
AutoCAD SHX Text the express written consent of the National Railroad Passenger Corporation, AutoCAD SHX Text basis solely for use in connection with the design and construction of Amtrak facilities and
AutoCAD SHX Text This material is owned by and is the sole and exclusive property of the National Railroad
AutoCAD SHX Text
STANDARD PEN TABLE:
AutoCAD SHX Text No.
AutoCAD SHX Text Revisions
AutoCAD SHX Text Date
AutoCAD SHX Text By
AutoCAD SHX Text 30th Street Station, Philadelphia, Pennsylvania 19104
AutoCAD SHX Text National Railroad Passenger Corporation
AutoCAD SHX Text Office of Chief Engineer
AutoCAD SHX Text Approved
AutoCAD SHX Text Drawn
AutoCAD SHX Text Date
AutoCAD SHX Text Designed
AutoCAD SHX Text
OF
AutoCAD SHX Text Dwg. No.
AutoCAD SHX Text Checked
AutoCAD SHX Text Date
AutoCAD SHX Text Work Elem. No:
AutoCAD SHX Text Sheet No.
AutoCAD SHX Text File No:
AutoCAD SHX Text
INFORMATION CLASSIFICATION CATEGORY:
AutoCAD SHX Text Function:
AutoCAD SHX Text
PLOT SCALE:
AutoCAD SHX Text
FILE NAME:
AutoCAD SHX Text
AMTRAK PROPERTY FENCING INSTALLATION
AutoCAD SHX Text
STANDARD DETAILS
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text (Approver's Title)
AutoCAD SHX Text
MM/DD/YYYY
AutoCAD SHX Text (Approver's Title)
AutoCAD SHX Text
MM/DD/YYYY
AutoCAD SHX Text (Approver's Title)
AutoCAD SHX Text
MM/DD/YYYY
AutoCAD SHX Text
AutoCAD SHX Text 1818 Market Street, Suite 2300 Philadelphia, PA 19103-3616
AutoCAD SHX Text engineers/architects/planners/scientists/construction managers
AutoCAD SHX Text STV Incorporated
AutoCAD SHX Text 4022012
AutoCAD SHX Text
STV PROJECT NO.:
AutoCAD SHX Text
AutoCAD SHX Text
CNN
AutoCAD SHX Text
EE
AutoCAD SHX Text
DECORATIVE METAL SINGLE SECURITY
AutoCAD SHX Text
GATE DETAIL
AutoCAD SHX Text
AutoCAD SHX Text C601
AutoCAD SHX Text 05/22/23
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