Pohick Bay Regional Park Pirates Cove Waterline Extension Addendum 1
Project Information
- Bid Title
- Pohick Bay Regional Park Pirates Cove Waterline Extension Addendum 1
- Issuing Agency
- Northern Virginia Regional Park Authority
- Location
- Virginia
- Published Date
- Feb 19, 2026
- Closing Date
- Feb 26, 2026
- Government Level
- State & Local
- Status
- Closed
- Original Source
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- Bid Inquiries
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- Bid Documents
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- Project Description
- Pohick Bay Regional Park Pirates Cove Waterline Extension Addendum 1
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ADDENDUM NO. __1_TO BID PACKAGEProject: Pirates Cove Waterline ExtensionDate: 2/19/26This Addendum is issued to address Requests for Information (RFIs) received during thebidding period. The following questions have been submitted by prospective bidders.Responses will be incorporated into the Contract Documents as applicable. All otherrequirements of the Bid Documents remain unchanged.QUESTIONS & RESPONSESQ1: What type of pipe is the existing 3-inch water line from the well?A1: The existing pipe is Cast IronQ2: What type of pipe is the existing lateral that runs toward the pool from the existing line?A2: The existing pipe is Cast IronQ3: Does the Engineer have a specification for connecting HDPE pipe to the existing pipematerial from the well?A3: We’re proposing a new 3”x3” DIP TEE at the location where the 2 existing 3” Cast IronPipes (mentioned in questions 1 & 2 above) come together with the proposed 4” HDPEwaterline. (see connection detail on sheet 7 of the latest plan) The existing 3” CI pipes willrequire a good cleaning but should be compatible with the proposed TEE and 3” gatevalves. The proposed 4” HDPE pipe will connect to a 4”x3” DIP reducer with 3” gate valveprior to connecting to the TEE. The HDPE pipe has the same basic inner and outer pipediameter/dimensions as DIP pipe and the connection between the 4” HDPE watermain andthe 4”x3” DIP reducer can be made with a mechanical joint connection. We propose thatall of the connections at the proposed 3”x3” TEE be made with mechanical jointconnections.Q4: Will a backflow preventer be required between the existing well line and the new waterlines?A4: NoQ5: The Contractor is to replace the existing water line between the well and the building.Does this mean the open trench will encompass the entire gray, “L”-shaped Limits ofDisturbance (LOD) shown on Sheet 7?A5: Yes, that is correct. Trench disturbance should be located within the LOD but shouldn’ttake up the full LOD.Q6: Will a specification be provided for thrust block design?A6: Spec attached.
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