#LESNERBRIDGE update from Project Manager: “noting that should a storm impact this area and winds begin to gust above 90 mph, it will be necessary to TEMPORARILY CLOSE the Lesner”

Update from email:

Residents/Folks/Travelers/Bridge Gazers:

As the hot, steamy days of summer give away to the almost-as-hot days of a Hampton Roads autumn, we find ourselves exchanging the soft summer breezes for the brutal breezes that feel like needles painfully piercing your face and arms from the winds of the latest tropical storm. As you fuel your generator and horde lots of Chef Boy-Ar-Dee and peanut butter, you might want to stockpile some reading material. Why not start with this update?

Mr. Chris the Kingfish and his crews having been plugging away all summer on the popular Lesner Bridge project. Included in this update is chit chat about the gantry, the fender system, a cofferdam, and mechanically stabilized earth. (Some of us will be breaking into discussion groups once we have completed the reading, hoping to dig through some of that deep sub-text that comes with these engineering updates.)

As always, we appreciate your questions and e-mails, so please don’t hesitate to contact us. We are regularly updating information on our WEB page at: http://www.vbgov.com/lesner-bridge. You can also follow us on Twitter at: @lesnerbridge. If you haven’t already signed up for the City’s FB page or Twitter account, I encourage you to do so so that you receive timely updates from all things City-related.

If you know of someone who would like to be added to our update list, please have them get in touch with me at this e-mail address and I will be glad to add them. Please feel free to pass this along to others.

Thanks again for all of your interest and patience throughout this project. And don’t forget . . . stay safe, look out for each other, and put the phone down while you’re driving.

Drew Lankford
Media and Communications
Department of Public Works
City of Virginia Beach
dlankfor@vbgov.com
(O) 757.385.8062
(C) 757.409.4353

***************************************

Folks:

We are in the peak of hurricane season, and with all of the talk and news coverage of the hurricanes churning in the Atlantic, it is worth noting that should a storm impact this area and winds begin to gust above 90 mph, it will be necessary to TEMPORARILY CLOSE the Lesner Bridge to all but emergency vehicles due to the proximity of the construction gantry. We kept a very close eye on the storm track of Hurricane Irma and were ready to take the necessary precautions to secure the Lesner Bridge construction site, if needed. Fortunately, that no longer seems to be a concern.

Even though storm preparations were being made, construction work on the bridge continued. Since the last project update in early August, two more spans of the new eastbound bridge have been completed (spans 2 and 3) and if the weather holds out, McLean Contracting could launch the gantry crane to bridge span #4 as early as this Friday the 15th.

View Looking East from atop the Gantry (New Westbound Lesner Bridge shown on left)

New Westbound Lesner Bridge (left) and Completed Span #2 of the New Eastbound Lesner Bridge (right)

As work continues on the bridge superstructure, other work is also being completed concurrently. Folks that use the Lynnhaven Inlet will notice that the southern half of the new bridge fender system is now being constructed on either side of the main channel. Within the next few weeks all of the piles for the new fender system will be driven. The timber rails and walkways, as well as the permanent lighting for this fender system, will be installed through the month of October, and we anticipate completing it by the first week of November.

New Westbound Lesner Bridge (left) and Completed Span #2 of the New Eastbound Lesner Bridge (right)

New MSE wall in front of Bubba’s Restaurant and the Lesner Inn

A lot of work is also occurring along Cape Henry Drive on the east side of the bridge in front of the Lesner Inn, and the Virginia and Maryland Pilots Association. At this location, work has begun on the last MSE (Mechanically Stabilized Earth) wall for the project. With a length of 645 feet, it is also the longest MSE wall on the project and is expected to be completed by the first week of October.

Installation of drilled shaft foundations for the bridge pier columns also continues. All but one of the drilled shafts have been installed for Pier #5 and at Pier #6 only one drilled shaft remains to be placed. McLean will mobilize the drilling equipment to Pier #7 at the completion of these two drilled shafts. Preparations for work at Pier #7 have already been made. The cofferdam at Pier #7 has been installed, and the permanent steel casings for the 5 drilled shafts at this location have been delivered to the work area.

In summary, the following work has been completed since our last project update in August:

    · Most of the old Lesner Bridges have been demolished, with only a few in-water concrete piles remaining to be removed;

    · Spans 1, 2, and 3 (of 10) for the new EB bridge have been completed and the gantry crane is being prepared for launching to Span #4;

    · The footing and column at Pier #4 have been completed;

    · Streetlight pole foundations on the new eastbound bridge approach between East Stratford Street and the new bridge have been installed;

    · 9 of the 10 drilled shafts for Pier #5 have been installed;

    · 4 of the 5 drilled shafts for Pier #6 have been installed;

    · Work on the southern half of the new bridge fender system has begun;

    · 9 of the 10 drilled shafts for Pier #5 have been installed;

    · Approximately 400 linear feet (of 645 linear feet) of MSE Wall #5 (in front of Lesner Inn) has been built.

AMI, Inc. in Portsmouth, continues to build the superstructure of the new Lesner Bridge. A total of 163 of the 168 segments have been cast for the new eastbound bridge. It is expected that all bridge segments for the eastbound bridge will be cast by the end of this month.

Over the next two weeks, the bridge contractor will:

    · Complete drilled shaft foundations at Pier #5;

    · Complete drilled shaft foundations at Pier #6;

    · Complete pile installation for the new bridge fender system;

    · Begin assembly of the superstructure for bridge span #4; and

    · Continue work on the new MSE wall along the south side of Shore Drive between the new bridge and Vista Circle (in front of Lesner Inn);

That’s it for now. Please drive safely!

-Chris

Christopher J. Wojtowicz, PE
Project Manager
City of Virginia Beach
Department of Public Works
Engineering Division
2405 Courthouse Drive
Virginia Beach, VA 23456-9031
Office: (757) 385-5785
Fax: (757) 385-5668
Email: cwojtowi@vbgov.com

SDCC requests City Council defer hearing Planning Item #4 – New Millennium Senior Living Communities.

From an email sent to City Council:

Dear Mayor Sessoms and City Council Members,

I am writing to request a deferral for the subject agenda item, Planning Item #4 – New Millennium Senior Living Communities, being heard at tonight’s Council meeting. The deferral would allow time for the community and City Traffic Engineers to find a safer design for the proposed additional entrance located at the intersection of Shore Drive and Indian Hill Road.

Residents have expressed concern at both Bayfront Advisory Commission and Shore Drive Community Coalition meetings that adding 2 additional points of conflict at the new entrance intersection will result in an unsafe situation. The existing intersection already creates a two car stacking conflict in the median and the proposed City design could result in a 3 or even 4 car interaction.

The following recommendation has been made for the new traffic pattern and would provide a safer intersection with no adverse impact to the operation of the new development.

At the proposed Indian Hill Road entrance – only allow vehicles heading eastbound on Shore Drive to enter and exit the new development.
Keep operating the existing old building main entrance with 4 way median flow as-is. This entrance is located approximately 500 feet to the west of the proposed Indian Hill Road entrance.
Vehicles leaving the development heading westbound on Shore Drive would use the existing old building entrance or the First Court Road entrance which leads to stop lighted intersections.

Thank you for your continued efforts to make Shore Drive safe for all modes of travel

Sincerely,
Todd Solomon
Shore Drive Community Coalition-President
(757) 667-8533 cell

“Shore Drive, We Love This Place”, check out http://www.sdcc.info

Aerial view of existing conditions. Proposed new Baylake facility will be in grass area on left.

Emphasis added for this post.

CASPER update family disaster prep & recovery plan.

Thanks to David for the timely update to CASPER – Coastal Action Plan Storm Emergency Response.

View & download CASPER version 7. (28 page PDF)

DISCLAIMER
The statements, recommendations, and procedures provided in this planning guide are those of the author and Safety Net Consulting, Incorporated. This guide does not necessarily reflect all the available options for emergency planning, or preventing property loss or personal injuries associated with natural or man-made disasters. The material presented in this document reflects multiple accredited sources and the accumulated best practices of those involved in emergency planning and disaster recovery…

A snippet:

Many emergency agencies estimate that only 10-15% of the residents living in the coastal areas affected by hurricanes have an emergency plan. Without a plan, a family could be caught in a “lose- lose” situation not having considered the major problems that nature could present. Too late to leave, but without sufficient preparations to stay, you could be stranded in a dangerous situation. This Coastal Area Storm Plan Emergency Response (CASPER) is “bare bones” without lengthy explanations except when essential for a point. The CASPER is divided into three major sections; Long Term Planning and Preparation, Pre-Hurricane Warning Stage, and Post Storm Recovery. This plan contains buy lists to aid gathering the needed supplies…

unexpected damage at Lynnhaven Boat Ramp from Sandy Oct 2012

“Thousands want to save a live oak tree in Chesapeake Beach but a tree expert says it’s decaying”

View article including photos at Pilotonline.com.

“That tree is just gorgeous,” Morrell said. “It’s like a breath of fresh air.”

Since the residents’ petition surfaced, the city has delayed removing the tree and is seeking a second opinion, said Susan French, an arborist for Virginia Beach.

The resident who owns property impacted by the towering oak’s branches asked the city to inspect the tree a few months ago, French said.

Photo credit: Bill Tiernan | Virginian-Pilot

We’ll be discussing this tonight at our meeting.

Join us at Ocean Park Volunteer Rescue Squad at 730pm!

Info & the Agenda located here.

#LESNERBRIDGE update from Project Manager: “Demolition of all the superstructure of the old bridges has been completed and most of the substructure (footings and pile foundations) of the old bridges have been removed.”

Update from email:

Structural Scholars/Bridge Aficionados/Bored Readers Who Will Read This:

Just in case you are short on reading material for a Monday, and you’re asking yourself: “How can I be enlightened about the Lesner Bridge and the progress that we have been promised?” Rest your souls, for I present to you a quick update from Wojo the Kingfish of Bridges. You’ll be quite pleased to learn about the progress that is being made due to the diligent efforts of the crews and Kingfish and his trusty communications chump.
As always, we appreciate your questions and e-mails, so please don’t hesitate to contact us. We are regularly updating information on our WEB page at: http://www.vbgov.com/lesner-bridge. You can also follow us on Twitter at: @lesnerbridge.
If you know of someone who would like to be added to our update list, please have them get in touch with me at this e-mail address and I will be glad to add them. Please feel free to pass this along to others.
Thanks again for all of your interest and patience throughout this project. So . . . stay safe, look out for each other, and put the phone down while you’re driving.

*************************************************

Folks:
Since the movement of the gantry crane into position for the construction of the new eastbound Lesner Bridge last month, much progress has been made on the project.

Demolition of all the superstructure of the old bridges has been completed and most of the substructure (footings and pile foundations) of the old bridges have been removed. Work is continuing in the federal channel of the Lynnhaven Inlet to cut and remove the large submerged footings of the old bridges (old piers 14 and 15) located on either side of this channel and is expected to be completed by 8/15/2017.

Old Bridge Main Span Bridge Footing (Pier 14 WB) Loaded on Barge – NOTE the 12-inch cutoff piles

Old Bridge Main Span Bridge Footings (Piers 14 EB /WB and 15 WB) Loaded on Barge

The final placement of concrete for the backwall of Abutment A (west side of the bridge by the Lynnhaven Boat Ramps) was completed on July 21st and the first span (of 10) of the new eastbound bridge was completed on July 24th, 2017. The drilled shaft foundations, footings, and columns for bridges piers 1, 2, and 3 (of 9) have also been completed. Last week the contractor completed the foundation and footing for pier column 4 and plans and completed the column for this pier last Friday. Work is also continuing on the MSE (mechanically stabilized earth) walls located on both the eastern and western bridge approaches.

MSE Wall at the Scenic Overlook at Abutment A near the Lynnhaven Boat Ramps

We anticipate that only 1 or 2 more barge loads of bridge demolition structures remain to be delivered to Cabbage Patch Reef. For those of you that are interested, MAP Environmental has put together a great drone video of the placement of the old bridge materials into Cabbage Patch Reef.

Drilled shaft foundations continue to be installed for the foundation at pier column 5. Concrete placement for these shafts are being performed from the eastbound outside lane on the new bridge between the hours of 2:00 AM and 5:00 AM. The next anticipated lane closures for this concrete placement is on Wednesday and Thursday August 16th and 17th and on Wednesday and Thursday August 23rd and 24th.

In summary, the following work has been completed since our last project update in June:

· The two temporary steel girders have been removed from across Shore Drive and the western end of the new WB Lesner Bridge;

· Approximately 95% of the old Lesner Bridges have been demolished;

· The backwall at Abutment A has been completed;

· Span 1 of 10 for the new EB bridge has been completed and the gantry crane launched to Span #2;

· The footing for Pier #4 has been completed and the steel reinforcing for the pier column has been installed;

· MSE Wall #2 (near the Lynnhaven Boat Ramps) and Wall #3 (Scenic Overlook) have been constructed;

· 8 of the 10 drilled shafts for Pier #5 have been installed;

AMI, Inc. in Portsmouth, continues to build the superstructure of the new Lesner Bridge. A total of 162 of the 168 segments have been cast for the new eastbound bridge. It is expected that all bridge segments for the eastbound bridge will be cast by September 2017.

Aerial view of the bridge segment casting yard located at Atlantic Metrocast, Inc. in Portsmouth, VA (note the number of completed segments being stored for Lesner Bridge)


Over the next two weeks, the bridge contractor will:

· Complete Bridge Demolition with the removal of the eastern bridge abutments and remaining in-water concrete piles;

· Complete drilled shaft foundations at Pier #5;

· Mobilize material and equipment to Pier #6;

· Fill the western bridge approach to rough grade;

· Complete the construction of Span #2 and launch the gantry crane to Span #3;

· Complete Pier Column #4;

· Begin excavation for the leveling pad of the new MSE wall along the south side of Shore Drive between the new bridge and Vista Circle (in front of Lesner Inn);

· Begin installation of the steel “H” piles for the new bridge fender system on the south side of the new EB Lesner Bridge;

That’s it for now. Please drive safely!

-Chris

Christopher J. Wojtowicz, PE
Project Manager
City of Virginia Beach
Department of Public Works
Engineering Division
2405 Courthouse Drive
Virginia Beach, VA 23456-9031
Office: (757) 385-5785
Fax: (757) 385-5668
Email: cwojtowi@vbgov.com

Update on proposed parking lot for kayak launch on Pleasure House Point

View 2017_0606 PLAN11-019-20 REV1 with CE (1 page PDF)

From an email about tree inventory & parking lot design revision:

The parking layout provides 2 ADA parking spaces with the required access aisle area between the two spaces. The minimum access aisle between ADA spaces for vans is 8ft so that is why it appears to be able to accommodate 3 vehicles. The ADA spaces are on the east side of the drive aisle. The 3 parking areas for 15 minute only to drop off equipment are on the west side of the drive aisle.

We do not have a separate tree inventory. The consultant was asked to survey the location and size of trees 2” caliper and larger in the area of the construction entrance/parking lot and provide that information on a plan sheet.

From an email about ADA requirements:

The ADA standards do not have a specific chapter addressing kayak launches. We use Chapter 2 Section 235 as a guide for the parking requirements. Then follow the applicable requirements in Chapters 2, 5 and 10 for accessible routes, parking space sizes, etc.

This link is to Chapter 2-Scoping Requirements.

Within Chapter 2;

  • Section 206 addresses the accessible routes required
  • Section 208 addresses the “shortest accessible route” requirement between the facility and the parking.
  • Section 235 addresses the parking requirements for “Recreational Boating Facilities”. The parking requirements are based on a marina’s number of boat slips. We are required to provide 1 ADA space. Providing 2 spaces seemed reasonable given the minimal amount of space needed to add the second parking stall and the likely use of a fully ADA accessible launch site in this area of the Lynnhaven.

This link is to Chapter 5-General Site and Building Elements.

  • Section 502 addresses the dimensions of the parking spaces and access aisles.

This link is to Chapter 10-Recreation Facilities.

  • Section 1003 addresses recreational boating facilities requirements