REVISIONS NO. DATE COMMENTS RICHMOND, VIRGINIA DEPARTMENT OF PUBLIC WORKS SHEET 1000 2000' 4000' GRAPHIC SCALE 1" = 1000' L O C A T I O N M A P ENGINEERING & TECHNICAL SERVICES DEPARTMENT OF PUBLIC WORKS CITY OF RICHMOND, VIRGINIA R Whitman, Requardt & Associates, LLP 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 C I T Y o f R I C H M ON D 0 500' 1000' DRAWING NO: O-28832 1000 0 500' 2000' 4000' GRAPHIC SCALE 1" = 1000' 1000' LOCATION PROJECT L O C A T I O N M A P INDEX OF SHEETS SHEET TITLE SHEET NO. PROPOSED BRIDGE JOINT REPAIRS N. BOULEVARD OVER RAILROAD JOINT RECONSTRUCTION AT CANTILEVER JOINT DETAILS JOINT RECONSTRUCTION AT PIER 3 DETAILS TRANSVERSE SECTION AND JOINT DETAILS PLAN, GENERAL NOTES AND ESTIMATED QUANTATIES TITLE SHEET 5 4 3 2 1 1 C opy r i gh t ADC T h e M a p P e op l e P e r m itt e d Us e Nu m b e r21002218 FEBRUARY 2018 STRUCTURAL ENGINEER RICHMOND, VA WHITMAN REQUARDT & ASSOCIATES
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REVISIONS
NO. DATE COMMENTS
RICHMOND, VIRGINIA
DEPARTMENT OF PUBLIC WORKS
SHEET
1000 2000' 4000'
GRAPHIC SCALE1" = 1000'
LOCATION MAP
ENGINEERING & TECHNICAL SERVICES
DEPARTMENT OF PUBLIC WORKS
CITY OF RICHMOND, VIRGINIA
R
Whitman, Requardt & Associates, LLP9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235
CITY of RICHMOND
0 500' 1000'
DRAWING NO: O-28832
1000 0 500' 2000' 4000'
GRAPHIC SCALE1" = 1000'
1000'
LOCATION
PROJECT
LOCATION MAP
INDEX OF SHEETS
SHEET TITLE SHEET NO.
PROPOSED BRIDGE JOINT REPAIRSN. BOULEVARD OVER RAILROAD
JOINT RECONSTRUCTION AT CANTILEVER JOINT DETAILS
JOINT RECONSTRUCTION AT PIER 3 DETAILS
TRANSVERSE SECTION AND JOINT DETAILS
PLAN, GENERAL NOTES AND ESTIMATED QUANTATIES
TITLE SHEET
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02218
FEBRUARY 2018
STRUCTURAL ENGINEER
RICHMOND, VA
WHITMAN REQUARDT & ASSOCIATES
jschlussel
Jeremy Schlussel
GENERAL NOTES:
QuantityUnitsItem
in accordance with current Road and Bridge Specifications.
Denotes items to be paid for on the basis of plan quantities
ESTIMATED QUANTITIES
Maintenance of Traffic
LF
AND ESTIMATED QUANTITES
PLAN, GENERAL NOTES,
LS1
Expansion Joint Reconstruction (HES)
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134
that of the original As-Built plans.
Orientation and labeling of spans and substructure units follows
work activities or equipment.
Railroad property or break the outer plane of the bridge rail with
All work shall be from above deck. At no time shall Contractor enter
incidental to the repair.
approval and placement and removal of the temporary repair shall be
in time to reopen lane. Temporary repair is subject to Engineer's
in the closure time, the Contractor shall temporarily repair the area
If Contractor removes more material than can be properly repaired
place to ensure that roadway will be reopened.
rapid repair techniques required and contingencies that will be in
reconstruction and joint replacement to relay understanding of
traffic without delay. The Contractor shall submit procedure of
replaced and cured to support traffic in time to reopen lanes to
The contractor shall not remove any more material than can be
attention of the Engineer before proceeding with affected work.
between field conditions and these plans shall be brought to the
plans are available for review at the Richmond DPW. Discrepancies
reference only and may not be based on As-Builts. Original bridge
Existing reinforcing steel shown in section is for Contractor's
existing structures were taken from original "As-Built" drawings.
dimensions before proceeding with the repairs. Dimensions of
existing structures, including the verification of all the existing
The Contractor shall be thoroughly familiar with the plans and the
2011 and latest revisions.
Department of Transportation Work Area Protection Manual, August
This project is to be constructed in accordance with the Virginia
documents.
Specifications and Special Provisions included in the contract
These plans are incomplete unless accompanied by the Supplemental
Bridge Standards, 2016; including all current revisions.
Standards: Virginia Department of Transportation Road and