2206 Helical Pile Drawings.pdf

3 MB Posted

Attached to
2206 Kenosha County Helical Pile Design & Installation
Solicitation number
2206
Issued by
Kenosha County, Wisconsin

About this file

Written by GovTribe AI ·

This document is a construction bid set of helical pile drawings prepared by Associated Engineers, Inc. for the UW Parkside Trail Bridges project located in Kenosha County, Wisconsin. The project encompasses the design and installation of helical piles at five distinct bridge sites along the trail system. The drawings include comprehensive construction documentation comprising a cover sheet, general notes and quantities, alignment details for each site, typical sections, bridge-specific details for Sites 2 through 5, and subsurface exploration data. The bid package was solicited by Kenosha County with a sealed bid deadline of February 17, 2022, at 3:00 PM, CT, with submissions directed to the Kenosha County Division of Parks. A virtual pre-bid vendor conference was scheduled for February 3, 2022, at 10:00 AM via Microsoft Teams. The project utilizes Wisconsin County Coordinate System (WCCS) references for Kenosha County, with specific elevation and coordinate data provided for control points and benchmarks at each of the four primary station locations (10+00 to 10+77, 20+00 to 20+97, 30+00 to 30+78, and 40+00 to 40+40).

The bid documents establish that Kenosha County reserves the right to reject any and all bids, to select the most advantageous vendor, and to award contracts for partial scope of work. The county retains authority to request additional information, clarify responses, waive minor irregularities, and does not guarantee that a contract award will result from this request for bid. Vendors were required to register with the State of Wisconsin's eSupplier portal to receive notifications of addenda and future solicitations, with no registration fee assessed. Complete bid and proposal packages were made available through Wisconsin's VendorNet website at vendornet.wi.gov, with the Kenosha County Purchasing Division providing coordination through PurchasingDivision@KenoshaCounty.org.

View the file

Other files

File Type Posted
2206 Bid Tabulation FINAL.pdf PDF
2206 Bid Tabulation.pdf PDF
2206 Addendum One.pdf PDF
Vendor Responsibility Form.pdf PDF
2206 Helical Pile Specs.pdf PDF
2206 Helical Pile Bid Doc.pdf PDF
2206 Rev Bid Offer Form.pdf PDF

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file
Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

Associated Engineers, Inc.

WESTBROOK

UW PARKSIDE

TRAIL BRIDGES

PROJECT

LOCATION

UW PARKSIDE

TRAIL BRIDGES

C-101

COVER SHEET

CONSTRUCTION

BID SET

NOTE:

COORDINATES ON THIS PLAN ARE REFERENCED TO

THE WISCONSIN COUNTY COORDINATE SYSTEM

(WCCS), KENOSHA COUNTY.

DIGGERS HOTLINE

Dial or (800)242-8511 www.DiggersHotline.com

Associated Engineers, Inc.

WESTBROOK

C-201

UW PARKSIDE

TRAIL BRIDGES

GENERAL NOTES &

QUANTITIES

CONSTRUCTION

BID SET

10+00

10+77

BP

: 1

0+

.0

EP

: 1

0+

.2

N42°40'03"E

77.23'

N

4.

E

.9

N

1.

E

.3

CP1

N = 157 489.79 E = 619 600.27

ELEV = 632.46

4" REBAR

CP2

N = 157 615.10 E = 619 679.44

ELEV = 633.44

4" REBAR

BM1

N = 157 587.41 E = 619 644.81

ELEV = 633.03

NAIL IN TREE

30+00

30+78

BP

: 3

0+

.0

PI

: 3

0+

.0

PI

: 3

0+

.9

EP

: 3

0+

.3

N

0.

E

.8

N

3.

E

.6

N

5.

E

.8

N

9.

E

.9

N82°30'51"E

20.00' S78°38'24"E

37.94' N80°37'33"E

20.37'

CP3

N = 158 643.19 E = 620 736.54

ELEV = 621.76

4" REBAR

CP4

N = 158 708.78 E = 620 701.15

ELEV = 624.52

4" REBAR

BM2

N = 158 656.49 E = 620 742.33

ELEV = 622.87

NAIL IN TREE

20+00

20+97

BP

: 2

0+

.0

PI

: 2

0+

.5

EP

: 2

0+

.5 6N

9.

E

.5

N

5.

E

.3

N

.3

E

.6

N0°05'51"W

66.59' N18°35'26"E29.97'

CP5

N = 158 739.19 E = 619 749.58

ELEV = 631.29

4" REBAR

BM3

N = 158 849.38 E = 619 702.35

ELEV = 634.00

NAIL IN TREE

CP6

N = 158 807.61 E = 619 718.77

ELEV = 632.86

4" REBAR

CP7

N = 158 816.07 E = 619 740.72

ELEV = 633.35

4" REBAR

40+00

40+40

BP

: 4

0+

.0

PI

: 4

0+

.0

EP

: 4

0+

.0

N79°37'00"E

31.00'

N88°58'51"E 9.01'

N

7.

E

.9

N

2.

E

.4

N

3.

E

.4

CP8

N = 159 314.24 E = 620 075.16

ELEV = 638.54

4" REBAR

CP9

N = 159 321.63 E = 620 190.42

ELEV = 641.99

4" REBAR

BM4

N = 159 329.90 E = 620 187.08

ELEV = 642.66

NAIL IN TREE

Associated Engineers, Inc.

WESTBROOK

ALIGNMENT

DETAILS

UW PARKSIDE

TRAIL BRIDGES

CONSTRUCTION

BID SET

C-202

SITE 2 SITE 3

SITE 4 SITE 5

WESTBROOK

CONSTRUCTION

BID SET

UW PARKSIDE

TRAIL BRIDGES

C-801

TYPICAL SECTION &

GENERAL NOTES

CONSTRUCTION

BID SET

UW PARKSIDE

TRAIL BRIDGES

C-802

BRIDGE SITE 2

DETAILS

CONSTRUCTION

BID SET

UW PARKSIDE

TRAIL BRIDGES

C-803

BRIDGE SITE 3

CONSTRUCTION

BID SET

UW PARKSIDE

TRAIL BRIDGES

C-804

BRIDGE SITE 4

CONSTRUCTION

BID SET

UW PARKSIDE

TRAIL BRIDGES

C-805

BRIDGE SITE 5

CONSTRUCTION

BID SET

UW PARKSIDE

TRAIL BRIDGES

C-806

SUBSURFACE

EXPLORATION

C-101
Sheets and Views
010101_ti
C-201
Sheets and Views
11x17
C-202
Sheets and Views
Alignment Details
C-801
Sheets and Views
fsh
C-802
Sheets and Views
site 2
C-803
Sheets and Views
site 3
C-804
Sheets and Views
site 4
C-805
Sheets and Views
site 5
C-806
Sheets and Views
bor

File details come from the government source that posted it. Updated .