Volume 1_Sheet G-004_Amendment 0004.pdf
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- Attached to
- Fargo Moorhead Metropolitan Area Flood Risk Management Project, Southern Embankment Reach SE-3
- Solicitation number
- W912ES23B0016
About this file
This document appears to be a solicitation for the Fargo Moorhead Metropolitan Area Flood Risk Management Project, Southern Embankment Reach SE-3, issued by the U.S. Army Corps of Engineers, St. Paul District. The project will construct a 1.7-mile-long embankment section between I-29 and the Red River Structure, including a utility crossing, the County Road 81 crossing, and maintenance of approximately 1.7 miles of gravel roads. Additional work includes closing a 0.2-mile gap between Reaches SE-2A and SE-2B, grading an access road and stockpile, removing temporary closures within Reach SE-2B, and removing a temporary levee. Utility relocation work is also required. The anticipated contract value is between $25,000,000 and $100,000,000, under NAICS code 237990 with a size standard of $45.0 Million. The solicitation is a Total Small Business Set-Aside using an Invitation for Bid (IFB) process. Offerors must be registered in the System for Award Management (SAM) prior to award.
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EXISTING UNDER-
EXISTING GAS
* UNLESS OTHERWISE NOTED ON EACH SHEET
SCALE:
SUPPLEMENTAL INFORMATION
DETAIL/SECTION
D5
SCALE:
D5 DETAIL/SECTION
SUPPLEMENTAL INFORMATION
C-102
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(CENTERED UNDER
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SHEET ID X-000
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WORK LIMITS
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ABBREVIATIONSGENERAL PROJECT NOTES:
ZONE 2 SEED MIX UNLESS OTHERWISE NOTED. SEE SPECIFICATIONS FOR SEED MIX INFORMATION.
12. FOR VOLUME 1, EMBANKMENTS WILL BE SEEDED WITH ZONE 1 SEED MIX, DITCHES WILL BE SEEDED WITH
UNDER SEPARATE COVER.
11. "VOLUME 2" REFERS TO PLANS TITLED FMM SOUTHERN EMB. REACH SE-3 CASS COUNTY ROAD 81, REQUIRING SEEDING.
10. PROVIDE ZONE 1 SEEDING TO ALL DISTURBED AREAS NOT OTHERWISE IDENTIFIED ON THE PLAN AS
IN THE BORROW DITCH SECTIONS.
IF ADDITIONAL MATERIAL IN REQUIRED, MATERIAL SHALL BE TAKEN FROM THE AREA SHOWN AS 'DASHED' IN
9. EXCAVATION FOR DITCHES SHALL BE LIMITED TO ELEVATIONS SHOWN IN THE PROFILES AND SECTIONS.
TOPSOIL DEPTH WITHIN THE PROJECT FOOTPRINT.
ASSUMING A TOPSOIL DEPTH OF 18"; CONTRACTOR SHALL REFER TO SOIL BORING LOGS FOR ESTIMATED
8. STRIPPING LIMITS ARE AS INDICATED ON THE PLAN SHEETS. TOPSOIL STRIPPING QUANTITIES ESTIMATED
THE ADJACENT GROUND ELEVATION AT TOE OF ROAD EMBANKMENT.
7. UNDER THE LIMITS OF IMPERVIOUS FILL, GRAVEL AND ROAD EMBANKMENTS MUST BE REMOVED TO MATCH
UTILITIES.
AS TO THE TYPE AND LOCATION OF UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE TO THESE
ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING THE DETERMINATION
6. THE INFORMATION ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF UTILITIES MAY NOT BE
CF TO OBTAIN GROUND COORDINATES.
TO GROUND COORDINATES FOR PROPER LAYOUT OF THE PROJECT. DIVIDE GRID COORDINATES BY THE
5. THE COMBINED FACTOR (CF) SHALL BE USED TO CONVERT THE GRID COORDINATES SHOWN IN THE PLANS
AND UTILITY RELOCATIONS (WP 47B AND E) WHICH ARE TAKEN FROM AS-BUILT AND DESIGN FILES.
REACH SE-1, REACH SE-1B, REACH SE-2A, REACH SE-2B, I-29 GRADE RAISE, RED RIVER STRUCTURE,
4. ORIGINAL DATA FROM 2017 AND 2020 LIDAR AND 2022 FIELD SURVEY DATA, WITH THE EXCEPTION OF
3. ELEVATIONS REFER TO NAVD 88, GEOID12B.
PLANE GRID SYSTEM, SOUTH ZONE.
2. ORIGINAL DATA COMPILED NAD 83 US SURVEY FEET. COORDINATES BASED ON NORTH DAKOTA STATE
BY REQUEST TO THE CONTRACTING OFFICER UPON CONTRACT AWARD.
1. TIE DIAGRAMS AND DESCRIPTIONS OF HORIZONTAL AND VERTICAL CONTROL POINTS ARE AVAILABLE
RIPRAP
BEDDING
SIGN
ELEV ELEVATION
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