Attach D - West Patrol Rd Culvert Mx_DRAWINGS.pdf
PDF 2 MB Posted
- Attached to
- Midewin Culvert Replacement Federal contract opportunity
- Solicitation number
- 12445523Q0104
- Issued by
- Department of Agriculture Forest Service
About this file
This document package includes construction drawings and specifications for a culvert replacement project on federal land, as well as details of a related federal contract opportunity notice. The drawings depict the location, layout, and design details for replacing an existing 18-inch by 20-inch culvert with a new 18-inch diameter by 22-foot long corrugated metal pipe culvert on West Patrol Road within Midewin National Tallgrass Prairie. The specifications require excavation, backfill, road base, riprap erosion control, signage, and other associated work. The federal contract opportunity is solicitation number 12445523Q0104 for the Midewin Culvert Replacement project being conducted by the US Department of Agriculture Forest Service. No further details are provided on response dates or contract terms.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Midewin Pre-Quote sign-in.pdf | ||
| Questions and Answers as of 8-9-23.pdf | ||
| Attach E - Midewin Vacinity Map.jpg | JPG image | |
| Attach C - WEST PATROL ROAD Culvert Mx_fs special specs.docx | DOCX document | |
| Attach F - Tasks Attachment.jpg | JPG image | |
| Attach J - Wage Determination IL20220011.pdf | ||
| Attach G - TASK 2 Attachment.docx | DOCX document | |
| Attach B - West Patrol Road Culvert Mx Statement of Work.docx | DOCX document | |
| Sol_12445523Q0104.pdf | ||
| Attach H - TASK 3 Attachment.docx | DOCX document | |
| Attach A - West Patrol Road Culvert and Mx Schedule of Items.docx | DOCX document |
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Text version
FOREST LOCATION MAP
PROJECT LOCATION MAP
TRAVEL DIRECTIONS:
SHEET OF
United States Department of Agriculture
Forest Service
WEST PATROL ROAD
FORM JOLIET TRAVEL SOUTH ON HIGHWAY 53 FOR 14 MILES TO THE VISITOR CENTER . THE PROJECT
IS LOCATED ON A GATED ROAD AND CONTRACTORS WISHING TO VIEW THIS SITE WILL NEED TO BE
ESCORTED BY PRAIRIE STAFF. 41.348255, -88.171909
CROSSING REPLACEMENT
RECOMMENDED BY:
FOREST ENGINEER
DISTRICT RANGER DATE
DATE
4/2 8/2
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ILLINOIS
WILL COUNTY
( R9 ) EASTERN REGION
MIDEWIN NATIONAL TALLGRASS PRAIRIE
INDEX OF SHEETS
SHEET SHEET TITLE DATE
G-01 COVER SHEET 4/24/2023
G-02 GENERAL NOTES & TYPICAL SECTIONS 4/24/2023
C-01 PLAN & LONGITUDINAL SECTION 4/24/2023
RIP RAP DETAILS - B
SCALE: NTS
ITEM
DESCRIPTION
PAY
SECTION 208 - STRUCTURE EXCAVATION CY
CY
SECTION 208 - AGGREGATE SURFACE
COURSE, COARSE AGGREGATE 6 (CA-6),
COMPACTED
CY
CY
QUAN.
FOOT8 22
SECTION 602 - CULVERTS DRAINS
O18"DIAMETER x 22' LENGTH CMP
SECTION 251 - PLACED RIP-RAP, CLASS 3
SECTION 208 - STRUCTURAL BACKFILL,
MAX. PARTICLE SIZE = 3"
UNIT
NO.
CY4 3
SECTION 633 - SIGN, DELINEATORS PANEL,
TYPE 2
EACH9 2
SY
SECTION 208 - BEDDING,COARSE
AGGREGATE 11 (CA11) PIPE BEDDING
SHALL NOT BE COMPACTED
SECTION 207 - GEOTEXTILE - NON WOVEN,
CLASS-II - TYPE B FOR FOUNDATION WRAP
AND UNDER RIP RAP
LS1 1SECTION 203 - REMOVAL OF STRUCTURES AND
OBSTRUCTIONS
C.L
-2
W/2
W/2
RIP RAP DETAILS - B
SCALE: NTS
MATERIALS AND CONSTRUCTION OF THIS STRUCTURE SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR CONSTRUCTION
OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS (FP-14) AND FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS (FSSS)..
THE CONTRACTOR MAY USE SILT FENCE OR BIODEGRADABLE FIBER ROLLS FOR SOIL EROSION AND SEDIMENTATION CONTROL. SILT FENCE
MUST BE REMOVED ONCE VEGETATION IS ESTABLISHED. BIODEGRADABLE FIBER ROLLS MAY BE LEFT IN PLACE. THIS WORK SHALL BE INCLUDED
IN PAY ITEM 15713
NO MATERIAL SHALL BE ALLOWED TO ERODE INTO THE WATER COURSE, NOR SHALL MATERIAL BE PLACED INTO THE WATER COURSE EXCEPT
AS SHOWN ON THE PLANS.
HAUL ROADS USED BY THE CONTRACTOR SHALL BE MAINTAINED AS NEEDED AND AS DIRECTED BY THE CONTRACTING OFFICER.
NO WORK SHALL BE PERFORMED ON FEDERAL HOLIDAYS OR WEEKENDS WITHOUT PRIOR APPROVAL FROM THE CONTRACTING OFFICER.
THE ROAD IS DESIGNATED AS CLOSED TO THE PUBLIC. HOWEVER, THE CONTRACTOR SHALL ERECT SUFFICIENT BARRICADES TO PREVENT
TRAFFIC FROM APPROACHING THE CONSTRUCTION SITE. ALL TRAFFIC CONTROL SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST
EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND THE FSSS.
ALL ESTIMATED QUANTITIES ARE PROVIDED FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR IS RESPONSIBLE FOR DETERMINING COMPLETED
QUANTITIES.
GENERAL NOTES:
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
4/2 8/2
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(R9)
EASTERN REGION
WEST PATROL ROAD
CROSSING
REPLACEMENT
MIDEWIN NATIONAL
TALLGRASS PRAITRIE
GENERAL NOTES
SECTIONS
04/24/2023
ALI ALAMIDI
ALI ALAMIDI
ROBERT HOMMES
G-01 2 3
CA-6
AutoCAD SHX Text
ROAD SURFACE
AutoCAD SHX Text PROP. STRUCTURE CMP 18" x 22' 0.00%
AutoCAD SHX Text
CLASS III WITH NON-WOVEN GEOTEXTILE FABRIC
AutoCAD SHX Text
12" CLASS U ROAD GRAVEL
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OR WISDOT EQUIVALENT
AutoCAD SHX Text
COMPACTION METHOD-A
AutoCAD SHX Text
EXISTING ROAD LAYER
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EXISTING CULVERT
12"X20"
PROPOSED STRUCTURE
CMP (18" X 22')
FLAT ON INV. ELEVE.
F L O
W
WEST PATROL Rd.
F
L
O
W
RIP RAP
CHANNEL
S O
U T
H
P
A T
R O
L
R d
18'
Existing Road Width
22'
PROPOSED CULVERT
LONGITUDINAL CROSS SECTION AT PROPOSED CULVERT
PROPOSAL 18" X 22' CMPA
FINISH ROAD SURFACE
EXIS. ROAD SURFACE
EXISTING GROUND
STRUCTURE BACKFILL
COMPACTION METHOD-C
(AASHTO T310 - 95%)
N.T.S
-2 % -2%
CLASS II RIP RAP
WITH NON-WOVEN
GEOTEXTILE FABRIC
BANK
1' EMBEDDED
0.0 %
STREAM THALWAG
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
4/2 8/2
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(R9)
EASTERN REGION
WEST PATROL ROAD
CROSSING
REPLACEMENT
MIDEWIN NATIONAL
TALLGRASS PRAITRIE
PLAN
LONGITUDINAL SECTION
04/24/2023
ALI ALAMIDI
ALI ALAMIDI
ROBERT HOMMES
C-01 3 3
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| 1.COVER SHEET |
| Sheets and Views |
| Replacment Culvert-1.COVER SHEET |
| OLE1 |
| 2.GENERAL NOTES & TYPICAL SECTIONS |
| Sheets and Views |
| Replacment Culvert-2.GENERAL NOTES & TYPICAL SECTIONS |
| OLE1 |
| 3.PLAN & LONGITUDINAL SECTION |
| Sheets and Views |
| Replacment Culvert-3.PLAN & LONGITUDINAL SECTION |
| OLE1 |
File details come from the government source that posted it. Updated .