Attachment101_DLA_OPS_PH II_S-101 - DRILLED PIER AND PIER CAP PLAN - AREA A.pdf
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- Solicitation number
- W9123620R2005
About this file
This document includes an attachment related to a federal construction contract opportunity along with the related solicitation notice. The attachment provides a drilled pier and pier cap plan for an area of a DLA Aviation Operations Center project in Richmond, Virginia. The plan details technical specifications for drilled piers, pier caps, and test piers. It also includes notes on datums, pier types and sizes, reinforcing requirements, and other construction details.
The related solicitation is for the construction of Phase II of the DLA Aviation Operations Center, a 281,075 square foot multi-story office building to house 1,622 employees. The project scope includes administrative offices, conference rooms, elevators, building systems, site work, parking, and supporting facilities. The contract completion date is 1020 calendar days from notice to proceed. The solicitation will be issued on May 27, 2020 via SAM.gov and proposals will be evaluated based on past performance, project approach, small business participation plan, and price. The contract type will be firm-fixed-price awarded to the responsible offeror providing the best overall value to the government.
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Text version
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PC1
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TP1
1. DATUM FOR ALL ELEVATIONS GIVEN ON THIS PLAN
IS FINISHED FIRST FLOOR (ELEV 123.95') = 0'-0".
2. DRILLED PIERS SHALL BE AS LOCATED ON PLAN.
TOP OF DRILLED PIER SHALL BE 6" ABOVE BOTTOM
OF PIER CAP. TOP OF PIER CAP ELEVATIONS ARE
INDICATED THUS: <-___> INDICATING DISTANCE
DATUM.
3. DRILLED PIER TYPES ARE INDICATED: DP# ON PLAN
INDICATING THE FOLLOWING:
DATA ABOVE MAY CHANGE BASED UPON O-CELL
TEST PILE RESULTS.
4. FOR DRILLED PIER CAP SIZES AND REINFORCING,
AND DRILLED PIER REINFORCEMENT, REFER TO
DETAILS, SHEET S-503.
5. PILES MARKED:
TP1 AND TP2 ARE TEST PIERS WHICH SHALL BE
PLACED AND TESTED IN ACCORDANCE WITH THE
SPECIFICATIONS. THESE PIERS SHALL BE
INSTALLED FIRST, AND RESULTS FORWARDED TO
THE CONTRACTING OFFICER PRIOR TO CONTINUING
WITH THE REMAINING PIERS. TEST PIERS WILL BE
USED AS PART OF THE PRODUCTION PIERS.
CALL DIAMETER LENGTH
ALLOWABLE AXIAL
CAPACITY
DP1 30" 45'
DP3 36" 50'
DP4 36" 60'
DP2 36" 45'
DP5 30" 50'
457 KIPS
622 KIPS
708 KIPS
892 KIPS
524 KIPS
US Army Corps of Engineers ®
SHEET OF
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1909 CYPRESS AVENUE
VIRGINIA BEACH, VA
23451
(757) 417 - 0140
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01/10/2020
737106
S-101
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KEY PLAN
NOT TO SCALE
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24'16'8'4'0 1/8"=1'-0"
GRAPHIC SCALE
SCALE: 1/8" = 1'-0"A1
DRILL PIER AND PILE CAP - AREA A
PLAN NORTH
DRILLED PIER & PIER CAP NOTES:
A
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