B.08.04 22 B 1011 amd 01 CS311.pdf
PDF 328 KB Posted
- Attached to
- Tuttle Creek Rip Rap Placement
- Solicitation number
- W912DQ22B1011
About this file
This document package includes engineering drawings and specifications for a federal solicitation seeking rip rap placement services along the Tuttle Creek Dam embankment. The U.S. Army Corps of Engineers Engineering District Kansas City is soliciting bids under solicitation number W912DQ22B1011 to place a minimum of four feet of riprap and 24 inches of bedding material at the locations indicated on the drawings. Bids are due by the date advertised in the solicitation. The selected contractor will be required to overlay riprap in phases along the dam embankment between station 35+00 and other areas as specified to address erosion issues. The drawings provide cross sections, elevations, and other details to illustrate the scope of the riprap replacement work.
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SURVEYED DAM EMBANKMENT
EXISTING ACCESS ROAD
PLACE MINIMUM 4' OF RIPRAP
ELEV. 1,122'
ELEV. 1,136'
OF BEDDING MATERIAL
PLACE MINIMUM 24"
TOP OF DAM EMBANKMENT
CENTERLINE OF DAM
ELEV. 1,133'
A1
CROSS SECTION - STA. 35+00
HORIZONTAL SCALE: 1" = 10'
SEE RIPRAP KEY DETAIL A8/CS501
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0 20 40-20-40-60-80-100-120-140-160-180-200-220-240
VERTICAL SCALE: 1" = 5'
NOTE: SURVEYED DAM EMBANKMENT IS CALCULATED FROM FLOWN LIDAR. ELEVATIONS AND SLOPES MAY VARY FROM FIELD CONDITIONS.
0 5' 10'
10' 20'0
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