A.03.09 - Drawings and Plans Package 072722.pdf
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- Attached to
- HC Shoreline Stabilization Project
- Solicitation number
- W912DQ22B1029
About this file
This document outlines a federal contract opportunity for shoreline stabilization project work. The U.S. Army Corps of Engineers, Kansas City District, is seeking construction services at Harlan County Lake in Nebraska. Work will include rock placement, site restoration, and all other site work according to project specifications and drawings. This is a 100% total small business set-aside opportunity that will result in a firm-fixed-price award between $1,000,000 to $5,000,000. Interested parties should review solicitation number W912DQ22B1029 for further details. The NAICS code is 237990 and size standard is $39,500,000.
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m US Army Corps of Engineers ®
Kansas City District
HARLAN COUNTY RESERVOIR
SHORELINE REHABILITATION PROJECT FY 2022
SOLICITATION NO.:W912DQ22Q
CONTRACT NO,:
ISSUE DATE:15 MAY 2022
SHEET NO.
G-002
G-003
G-004
G-005
G-006
C- 500
C- 501
C- 502
C- 503
CG-500
CG-501
CG-502
INDEX
GENERAL
CIVIL
TITLE
LOCATION AND VICINITY
LAKE BROCHURE
TIP OVER COVE AREA
WHITE CAT POINT AREA
SURVEY DATA
TYPICAL CROSS SECTIONAL VIEWS
CROSS-SECTION TIPOVER-WEST - LOCATION 1
CROSS-SECTION TIPOVER-WEST - LOCATION 2
CROSS-SECTION TIPOVER-WEST - LOCATION 3
VERTICAL BANK REPAIR OPTION
SLOPED BANK REPAIR OPTION
WHITE CAT OPTIONAL REPAIR METHOD
US Army Corps of Engineers•
SHEET ID
G-001
TECH REVIEW
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Tipover Area 2022 Harlan County Lake Shoreline Stabilization Contract
Legend
East Access
Tipove Cove East Option 1 - 340'
Tipover Cove East Base - 850'
Tipover Cove West Base - 1000'
Tipover Cove West Option 2 - 350'
Tipover Cove West Option1 - 680'
1000 ft
N
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VARIES-PROTECTION
TO TOP OF
ADJOINING
GROUND.
NONWOVEN FILTER FABRIC
ORDINARY HIGH WATER MARK EL. 1949'
EXISTING SCARP
COMPACTED FILL
18" QUARRY RUN
STONE WITH A 6"
THICK BEDDING
01---TY_P_ I_CA_L_C_R_O_S _S _ S_E_ C_T_IO_N
AVERAGE WIDTH OF REPAIR AREA
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0 TYPICAL OVERHEAD VIEW
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ELEVATION
VARIES
EYTRENCH
6 7 8 9 10
NOTES:
1. ADJOINING GROUND SECTION: IN SOME AREAS THE RIP-RAP WILL NOT BE PLACED TO THE
TOP ELEVATION OF THE ADJOINING AREA. IN THESE AREAS THE GROUND SHOULD BE SLOPED
TO MATCH GRADE.
OTHERWISE RIP-RAP WILL MATCH EXISTING GRADE OR LEVEL.
2. RIP-RAP SECTION: SECTIONS CAN RANGE FROM 15 FEET TO 25 FEET IN WIDTH
MINIMUM 2 FOOT DEPTH OF RIP-RAP COVERING 6 INCH GRAVEL BLANKET & FILTER CLOTH.
2 - 2 � TO 1 SLOPE IS TYPICAL FOR THIS PROJECT
3. RIP-RAP WILL BE KEYED INTO EXISTING SCARP AT VARIOUS ELEVATIONS OR INTO EXISTING
SHORELINE STABILIZATION AREAS. WHEN TYING INTO EXISTING AREAS, THE GRADE WILL
MATCH PREVIOUS PLACEMENT.
US Army Corps of Engineers ®
SHEET ID
C-500
TECH REVIEW
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