Appendix D - Exchequer-Drawings.pdf

PDF 2 MB Posted May 14, 2020

Attached to: Exchequer IRSC Stewardship Federal contract opportunity
Solicitation number: 129JGP20R4008
Issued by: Department of Agriculture Forest Service R5-Pacific Southwest Region

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details for the Exchequer IRSC Stewardship solicitation. The solicitation seeks offers for a stewardship contract located on the High Sierra Ranger District of the Sierra National Forest in California. The contract includes five mandatory items for timber removal, road maintenance and reconstruction, and hazard tree felling and skidding on approximately 1,445 acres. It also includes three optional items for removal of cull logs, biomass thinning and stacking, and biomass removal. Services will be traded for an estimated 57,615 tons of sawtimber and unestimated amounts of cull logs and biomass. The estimated price range for required construction is $30,000 to $150,000. Responses are due as stated in the solicitation package, with award expected within 60 days thereafter. The prebid meeting is scheduled for May 28, 2020. The solicitation was uploaded on May 14, 2020 and is being advertised for full and open competition by the USDA Forest Service Pacific Southwest Region.

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Other files for this federal contract opportunity

Other files attached to Exchequer IRSC Stewardship, newest first.
File	Type	Posted
Exchequer_SiteVisit_Attendees.pdf	PDF	Jun 8, 2020
Appendix A - Exchequer.rev1.pdf	PDF	Jun 8, 2020
Map - Exchequer Slash Work-NoArc.pdf	PDF	Jun 8, 2020
Appendix B - Exchequer.rev1.pdf	PDF	Jun 8, 2020
Exchequer IRSC - QandA.1.pdf	PDF	Jun 8, 2020
Exchequer IRSC - Cruise.docx	DOCX document	Jun 8, 2020
Amendment 1.pdf	PDF	Jun 8, 2020
Exchequer IRSC - Section B.2.rev1.pdf	PDF	Jun 8, 2020
Attachment 6. Work in Heritage Sites.pdf	PDF	Jun 8, 2020
YT_LOP Exemption Units Timber20200602.pdf	PDF	Jun 8, 2020
129JGP20R4008 - Exchequer IRSC.pdf	PDF	May 14, 2020
Fire Plan - Exchequer.pdf	PDF	May 14, 2020
Appendix C - Exchequer.pdf	PDF	May 14, 2020
Wage Determination DBA-CA20200007.pdf	PDF	May 14, 2020
Appendix A - Exchequer.pdf	PDF	May 14, 2020
Appendix B - Scaled-Exchequer.pdf	PDF	May 14, 2020
Map - Exchequer_CAM_NoArc_04_30_20.pdf	PDF	May 14, 2020
Appendix D - Exchequer-Specifications FP14.pdf	PDF	May 14, 2020
Wage Determination SCA-1977-0727.pdf	PDF	May 14, 2020
Experience Questionnaire.docx	DOCX document	May 14, 2020

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REGION FIVE

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DATE:

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DATE:

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DATE:

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FOREST

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USDA

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SERVICE

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SIERRA NATIONAL FOREST

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APPROVED BY:

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FOREST:

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PROJECT

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REVISIONS

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ENGINEERING

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ENGINEERING

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DATE:

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SCALE:

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DRAWING

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SHEET NO.

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AS NOTED

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ENGINEERING

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ENGINEERING

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EXCHEQUER

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VICINITY MAP

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CONTROL DEVICES.

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THE MANUAL ON UNIFORM TRAFFIC

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SIGNS SHALL BE IN ACCORDANCE WITH

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BY CONTRACTORS OPERATIONS. ALL

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AND ALL OTHER LOCATIONS AS REQUIRED

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AT ALL LOCATIONS SHOWN HEREIN

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TEMPORARY TRAFFIC CONTROL SIGNS

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CONTRACTOR SHALL PLACE NECESSARY

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OR RECONSTRUCTION SHEETS.

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LOCATION SEE PLAN AND PROFILE

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FOR LANDING AND DISPOSAL SITE

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NOTE:

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WATER SOURCE

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TRAFFIC CONTROL SIGN

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RECONSTRUCTION

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NEW CONSTRUCTION

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EXISTING ROAD

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LEGEND

VICINITY MAP

ROADWAY DITCH W/CLASS XII RIPRAP

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EXISTING ROAD

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LEADOFF DITCH

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NATURAL DRAINAGE

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CULVERT W/INLET BASIN

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CULVERT W/FLOW DIRECTION

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CULVERT W/METAL END SECTION

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CULVERT W/CATCH BASIN

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CULVERT W/DROP INLET

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METAL SPILLWAY W/RECTANGULAR FLUME

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TEMPORARY BENCHMARK

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PERFORATED METAL CULVERT

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ROLLING DIP OR DRIVEABLE WATERBAR

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W/FLOW DIRECTION

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GATE

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RIPRAP

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DISPOSAL SITE

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LANDING SITE

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XXXX

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EARTH BERM

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LEGEND

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SIGN & POST INSTALLATION

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APIARY

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BARRIER

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STUMP

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TREE AND STUMP

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CATTLEGUARD

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SOUTHWEST

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PACIFIC

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REGION

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FOREST REC. OFFICER

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FOREST ENGINEER

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FOREST SUPERVISOR

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DISTRICT RANGER

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FOREST

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USDA

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SERVICE

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SIERRA NATIONAL FOREST

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APPROVED BY:

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FOREST:

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PROJECT

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SHEET

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NO.

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REVISIONS

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NAME:

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NAME:

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DATE:

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DRAWN BY:

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DATE:

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REVIEWED BY:

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ENGINEERING

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DATE:

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ENGINEERING

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DATE:

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SCALE:

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DRAWING

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SHEET NO.

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AS NOTED

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ENGINEERING

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ENGINEERING

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EXCHEQUER

LEGEND

6' or 7'

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TYPE II

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TYPE I

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MIN.

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MIN.

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MIN.

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MIN.

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MIN.

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MIN.

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DOUBLE LANE OR

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TURNOUT

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TURNAROUND

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GENERAL NOTES

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1. ROADBED WIDTHS INCLUDE CURVE WIDENING,

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DOUBLE LANE, TURNOUT AND BERM WIDENING.

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DOES NOT INCLUDE EXTRA WIDTH FOR

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ROADWAY DITCH.

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2. CONSTRUCTION TOLERANCE FOR ALL ROADS

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SHALL BE CLASS "E".

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3. ALL SLOPES 1 1/2:1 AND FLATTER AND ALL

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AREAS DISTURBED BY OPERATIONS NOT WITHIN

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FERTILIZED AND MULCHED; ALL 1:1 SLOPES

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SHALL BE FERTILIZED IN ACCORDANCE WITH

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4. EMBANKMENT SHALL BE PLACED AS SPECIFIED

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IN SPECIFICATION 203 METHOD 2, LAYER

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PLACEMENT.

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THE SCOPE OF THE CONTRACT SHALL BE

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TYPICAL INTERSECTION

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TYPICAL DOUBLE LANE, TURNOUT, AND TURNAROUND

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SPLIT TURNOUT

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ELDERBERRY PLANTS WITHIN THE CLEARING LIMITS

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SHALL NOT BE DISTURBED EXCEPT WHERE THEY

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POSE A CLEAR SAFETY HAZARD ( SUCH AS THE

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INSIDE OF CURVES ). ELDERBERRY PLANTS TO

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BE SAVED WILL BE FLAGGED BY THE ENGINEER.

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SECTION 625.

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TYPICAL RECONSTRUCTION SECTION

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ON PLANS, 4%%% MINIMUM

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CROSS SLOPE EXCEPT AS NOTED

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MAINTAIN DIRECTION OF EXISTING

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SPECIFIED

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AGGREGATE SURFACE COURSE WHERE

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ROADBED

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AND FURROW DITCH

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TYPICAL LEADOFF DITCH

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GROUND LINE

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ORIGINAL

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AGGREGATE SURFACE COURSE PLACEMENT - LENGTH,

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WIDTH AND DEPTH, WILL BE IDENTIFIED ON THE

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AGGREGATE SCHEDULE

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ROAD NO.

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GRADING

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FROM STA. TO STA.

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DEPTH

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ROAD WIDTH

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RK DIP

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AGGREGATE SCHEDULE.

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AT TRUNK

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CUT LIMBS

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CLEARING AREA DETAIL

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FILL SLOPE

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LEAVE SHRUBS

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DRAINAGE DITCH

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BACKSLOPE

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CLEARING LIMITS

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VARIES

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ROADBED

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DEPTH

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GRADING

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LOCATION

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COLD MIX BITUMINOUS PAVEMENT

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MATCH

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AutoCAD SHX Text 24+95

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ST 3/4" HMA TYPE A

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RK DIP

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RK DIP

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GRADE

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FINISHED

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VARIES

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EDGE OF

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TRAVELED WAY

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TYPICAL 2' DEEP ROADWAY DITCH

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TONS

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RK DIP

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EXISTING

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SOUTHWEST

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PACIFIC

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REGION

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FOREST REC. OFFICER

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FOREST ENGINEER

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FOREST SUPERVISOR

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DISTRICT RANGER

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DATE:

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DATE:

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DATE:

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DATE:

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FOREST

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USDA

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SERVICE

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SIERRA NATIONAL FOREST

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APPROVED BY:

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FOREST:

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PROJECT

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SHEET

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NO.

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REVISIONS

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DATE

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APPRVD

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NAME:

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NAME:

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DATE:

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DRAWN BY:

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DATE:

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REVIEWED BY:

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ENGINEERING

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DATE:

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ENGINEERING

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DATE:

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SCALE:

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DRAWING

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SHEET NO.

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AS NOTED

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ENGINEERING

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ENGINEERING

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EXCHEQUER

TYPICAL SECTION

STATE

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FOREST

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SHEET

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NUMBER

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TOTAL

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SHEETS

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EXCHEQUER

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RECONSTRUCTION PLAN

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RIGHT

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ROAD

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NUMBER

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CALIF.

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SIERRA

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BIG FIR

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S. TARVIN

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S.TARVIN

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0+00 - 187+40 BEGIN CLEARING 4' EACH SIDE (LIGHT) 201(05)

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0+00 - 187+40 RECONDITION ROADBED 303(02)

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187+40 REPAIR POTHOLE WITH 5 CY MATERIAL 204(71)

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181+90 REPAIR POTHOLE WITH 3 CY MATERIAL 204(71)

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187+40 LIMIT OF PROJECT

NOTE: PAY ITEM 303(02) RESTORE DRAINAGE FUNCTION INCLUDES LOG, LIMB AND DEBRIS REMOVAL, BLADING AND SHAPING OF THE ROADBED TO RESTORE DRAINAGE FUNCTION. THIS WORK INCLUDES SHOULDERS, DITCHES, DRAINAGE DIPS, LEADOFF DITCHES, TURNOUTS, AND INTERSECTIONS, CLEANING DRAINAGE FACILITIES, AND REMOVING WASHES AND SLOUGHS THAT INHIBIT DRAINAGE.

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FOREST

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SHEET

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NUMBER

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TOTAL

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SHEETS

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EXCHEQUER

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RECONSTRUCTION PLAN

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RIGHT

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RIGHT

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ROAD

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NUMBER

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CALIF.

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SIERRA

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STOCK DRIVE

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S. TARVIN

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S.TARVIN

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22+65 RECONSTRUCT DIP 303(02)

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0+00 - 40+40 BEGIN CLEARING 4' EACH SIDE (MEDIUM) 201(05)

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0+00 - 40+40 RECONDITION ROADBED 303(02)

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4+15 CLEAN 18" CULVERT 303(02)

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4+15 REPAIR ROADWAY FROM EROSION WITH 8CY MATERIAL 204(71)

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11+60 CONSTRUCT DIP 303(20)C

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21+05 EXISTING LOW WATER CROSSING PLACE 10CY RIPRAP AT INLET /OUTLET 251(11)

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2+80 CLEAN 18" CULVERT 303(02)

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24+55 RECONSTRUCT DIP 303(02)

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32+55 RECONSTRUCT DIP 303(02)

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24+75 RECONSTRUCT DIP 303(02)

AutoCAD SHX Text NOTE: PAY ITEM 303(02) RESTORE DRAINAGE FUNCTION INCLUDES LOG, LIMB AND DEBRIS REMOVAL, BLADING AND SHAPING OF THE ROADBED TO RESTORE DRAINAGE FUNCTION. THIS WORK INCLUDES SHOULDERS, DITCHES, DRAINAGE DIPS, LEADOFF DITCHES, TURNOUTS, AND INTERSECTIONS, CLEANING DRAINAGE FACILITIES, AND REMOVING WASHES AND SLOUGHS THAT INHIBIT DRAINAGE.

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7+20 CONSTRUCT DIP 303(20)C

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5+90 REPAIR ROADWAY FROM EROSION WITH 8 CY MATERIAL 204(71)

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8+25 CONSTRUCT DIP 303(20)C

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12+65 CONSTRUCT DIP 303(20)C

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12+65 REPAIR ROADWAY FROM EROSION WITH 4 CY MATERIAL 204(71)

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18+20 CONSTRUCT DIP 303(20)C

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19+40 REPAIR ROADWAY FROM EROSION WITH 23 CY MATERIAL 204(71)

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24+55 RECONSTRUCT DIP 303(02)

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24+90 RECONSTRUCT DIP 303(02)

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25+50 RECONSTRUCT DIP 303(02)

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25+95 RECONSTRUCT DIP 303(02)

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29+10 RECONSTRUCT DIP 303(02)

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29+35 RECONSTRUCT DIP 303(02

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30+45 RECONSTRUCT DIP 303(02)

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31+35 RECONSTRUCT DIP 303(02)

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33+00 RECONSTRUCT DIP 303(02)

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34+35 REPAIR ROADWAY FROM EROSION WITH 8 CY MATERIAL 204(71)

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35+60 RECONSTRUCT DIP 303(02)

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36+15 REPAIR ROADWAY FROM EROSION WITH 6 CY MATERIAL 204(71)

40+35 LIMIT OF PROJECT

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FOREST

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NUMBER

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TOTAL

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EXCHEQUER

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RECONSTRUCTION PLAN

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LEFT

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RIGHT

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LEFT

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RIGHT

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ROAD

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NUMBER

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CALIF.

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SIERRA

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WINDMILL

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S. TARVIN

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S.TARVIN

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0+00 - 4+65 BEGIN CLEARING 4' EACH SIDE (LIGHT) 201(05)

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0+00 - 4+65 RECONDITION ROADBED BLADE AND SHAPE 303(02)

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1+30 REPAIR ROADWAY FROM EROSION WITH 8CY MATERIAL 204(71)

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0+95 RECONSTRUCT DIP 303(02)

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1+30 PLACE 10 CY RIPRAP AT LOW WATER CROSSING OUTLET/INLET 251(11)

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1+85 PLACE 8 CY RIPRAP AT LOW WATER CROSSING 251(11)

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3+75 RECONSTRUCT DIP 303(02)

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4+00 RECONSTRUCT DIP 303(02)

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4+65 REMOVE LOG CLEARING 201(05)

4+65 LIMIT OF PROJECT

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FOREST

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NUMBER

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TOTAL

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EXCHEQUER

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RECONSTRUCTION PLAN

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RIGHT

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ROAD

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NUMBER

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CALIF.

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SIERRA

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SKUNK

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S.TARVIN

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S.TARVIN

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0+00 - 39+10 CLEAR 4' EACH SIDE 201(05)

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50+75 BEGIN EXISTING ASPHALT AT LOW WATER FORD

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0+80 EXISTING 18" CMP CLEAN INLET 303(02)

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8+25 REMOVE ROCK FROM EXISTING CMP INLET 303(02)

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51+55 RESTORE DRAINAGE STRUCTURE FUNCTIONALLITY 204(20)

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52+90E CULVERT IS HALF FILLED WITH SILT 607(03)

AutoCAD SHX Text 62+75 -64+90 REMOVE DEBRIS, LOGS AND TREE FROM ACROSS ROAD THRU OUT THIS SECTION (7 EACH) 203(01) UTILIZE SUITABLE MATERIAL TO FILL HOLE AND GULLY AND RECONDITION ROADBED 204(70)

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52+90 EXISTING 36" CMP CLEAN OUTLET 303(20)

AutoCAD SHX Text 66+60 - 67+45 RECONDITION ROADBED TO REPAIR EROSION IN EXISTING AGGREGATE SURFACE 303(02)

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66+90 REMOVE TREE IN ROAD 203(01)

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EXISTING 36" CMP IS PLUGGED. SANDBAR HAS DEVELOPED RESTORE DRAINAGE. 204(20)

AutoCAD SHX Text 51+55 DUE TO THE OVERFLOW OF THE CULVERT, THE ROADWAY AND ASPHALT HAVE WASHED. REPAIR ROADWAY 204(70) REPLACE ASPHALT WITH 5 TONS COLD MIX MATERIAL 430(12) APPROXIMATELY 35 CY SAND MATERIAL IS TO BE REMOVED. FOUR LOGS ARE INTERMIXED IN THE SANDBAR 204(20)

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DRAWING NOT TO SCALE

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EXISTING GABION STRUCTURES

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LOG

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TREE

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LOG

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TREE

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TREE

AutoCAD SHX Text 73+35 - 75+60 RECONDITION ROADBED TO REPAIR EROSION IN EXISTING AGGREGATE SURFACE 303(02)

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73+60 EXISTING 18" CMP CLEAN ENTIRE PIPE (VERY PLUGGED) 607(03)

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83+65 END OF PROJECT

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FOREST

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NUMBER

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EXCHEQUER

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RECONSTRUCTION PLAN

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RIGHT

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RIGHT

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ROAD

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NUMBER

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CALIF.

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SIERRA

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DYKE

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S. TARVIN

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S.TARVIN

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TREE

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TREE

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17+85 CONSTRUCT DIP 303(20)C CONSTRUCT 15' LEADOFF DITCH 204(19)D

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4+80 REMOVE 36" TREES FROM ROAD 201(05)

AutoCAD SHX Text 0+00 - 28+00 RECONDITION ROADBED BLADE AND SHAPE 303(02) CLEAR 4' EACH SIDE 201(05)

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28+00 EXISTING LANDING

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28+00 END OF PROJECT

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2+50 RECONSTRUCT DIP 303(02) CONSTRUCT 30' LEADOFF DITCH 204(19)D

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3+50 DISPOSAL SITE

AutoCAD SHX Text 6+75 CONSTRUCT ROCK BOTTOM DIP 303(20)C 25 TON AGGREGATE SURFACE COURSE GRADING 2 301(09) 6 CU YD RIPRAP 12 CU YD RIPRAP CLASS II 251(11)

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TREE

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6+75 REMOVE 36" TREE FROM ROAD 201(05)

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8+00 REMOVE 32" TREE FROM ROAD 201(05)

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TREE

AutoCAD SHX Text 9+00 - 12+05 BEGIN RUTTING IN ROAD APPROXIMATELY 3" DEPTH 303(02) REMOVE 10" LIVE TREE FROM MIDDLE OF ROAD 201(05)

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10+74 REMOVE 14" LIVE TREE FROM ROAD EDGE 201(05)

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12+05 CONSTRUCT DIP 303(20)C CONSTRUCT 30' LEADOFF DITCH 204(19)D

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14+80 REMOVE 24" TREE FROM ROAD 201(05)

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TREE

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16+25 DISPOSAL SITE

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TREE

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TREE

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19+40 REMOVE 36" TREES FROM ROADWAY 201(05)

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TREE

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TREE

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21+80 REMOVE 18" TREES FROM ROADWAY 201(05)

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TREE

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TREE

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25+40 REMOVE 36" TREES FROM ROADWAY 201(05)

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23+00 EXISTING LANDING

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26+00 CONSTRUCT DIP 303(20)C

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FOREST

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SIERRA

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WHIMPER

AutoCAD SHX Text 10S95

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S. TARVIN

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S.TARVIN

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6+25 RECONSTRUCT DIP 303(02)

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11+95 CLEAN CMP INLET AND OUTLET 303(02)

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18+50 END OF PROJECT

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0+00 - 3+10 EXISTING PAVED INTERSECTION

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0+50 - 18+50 BEGIN CLEARING 4' EACH SIDE 201(05)

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3+10 - 11+00 RECONDITION ROADBED BLADE AND SHAPE 303(02)

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7+75 RECONSTRUCT DIP 303(02)

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10+65 RECONSTRUCT DIP 303(02)

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11+0 - 18+50 EXISTING PAVED SECTION

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SIERRA

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BEAR CREEK ROAD

AutoCAD SHX Text 10S99

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S. TARVIN

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S.TARVIN

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30+85 LIMIT OF PROJECT

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21+10 PLACE 10 CY RIPRAP 251(11)

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3+25 CLEAN 18" CULVERT 303(02)

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4+50 CONSTRUCT DIP 303(20)C

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5+35 CONSTRUCT DIP 303(20)C

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30+85 PLACE 5 CY RIPRAP 251(11)

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11+50 CONSTRUCT DIP 303(20)C

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17+50 RECONSTRUCT DIP 303(02)

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18+80 RECONSTRUCT DIP 303(02)

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30+75 PLACE 5 CY RIPRAP 251(11)

AutoCAD SHX Text CREEK CROSSING, NOT PASSABLE WITH VEHICLE. 10S99 SEGMENT IS ACCESSIBLE FROM ROAD 10S66 AND 10S99B. SEE SALE ARE A MAP.

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RUBY CREEK

10S99 SEGMENT 1

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SIERRA

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LAUREL

AutoCAD SHX Text 10S407

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S. TARVIN

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S.TARVIN

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0+00 - 9+50 BEGIN CLEARING 4' EACH SIDE 201(05)

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4+10 BEGIN STEEP GRADE 17% BEGIN LIGHT EROSION 204(70)

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9+00 DISPOSAL SITE AND LANDING

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6+00 - 9+00 BEGIN DEEP EROSION DOWN THE CENTER OF ROAD 204(70)

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9+50 LIMIT OF PROJECT

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0+00 - 9+50 RECONDITION ROADBED BLADE AND SHAPE 303(02)

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CONTROLLED AREA

AutoCAD SHX Text 11S040T2.52

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SIERRA

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GROSBEAK

AutoCAD SHX Text 10S433

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S. TARVIN

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S.TARVIN

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0+00 - 122+65 BEGIN ROAD RECONDITIONING 303(02)

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8+35 CONSTRUCT DIP 303(20)C CLEAN LOD DITCH 40' 303(02)

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13+60 CLEAN CMP INLET/OUTLET 303(02)

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0+00 - 122+65 BEGIN CLEARING 4' EACH SIDE (LIGHT) 201(05)

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14+12 CLEAN CMP INLET/OUTLET 303(02)

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14+44 CLEAN CMP INLET/OUTLET 303(02)

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CLEAN ROADWAY DITCH 160' 303(02)

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16+66 CLEAN CMP INLET/OUTLET 303(02)

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21+04 CLEAN ROADWAY DITCH 50' 303(02)

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19+77 CLEAN CMP INLET/OUTLET 303(02)

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24+95 CLEAN CMP INLET/OUTLET 303(02)

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24+95 PLACE 2 CY BASE ROCK 204(20)

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CLEAN ROADWAY DITCH 60' 303(02)

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26+58 CLEAN ROADWAY DITCH 70' 303(02)

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PLACE 2 CY RIPRAP 251(11)

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28+27 CLEAN CMP INLET/OUTLET 303(02)

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30+40 ROADWAY EXCAVATION REPAIR ERODED 150X14+0.5 WITH 40 CY MATERIAL 204(70)

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35+24 ROADWAY EXCAVATION REPAIR ERODED 150X2X1 AREA WITH 12 CY MATERIAL 204(70)

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35+82 ROADWAY EXCAVATION REPAIR ERODED 50X6X2 AREA WITH 22 CY MATERIAL 204(70)

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36+25 ROADWAY EXCAVATION REPAIR ERODED 80X2X2 AREA WITH 12 CY MATERIAL 204(70)

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36+28 ROADWAY EXCAVATION REPAIR ERODED 80X4X2 AREA WITH 24 CY MATERIAL 204(70)

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37+94 RECONSTRUCT DIP 303(02)

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37+94 ROADWAY EXCAVATION REPAIR ERODED 40X2X1 AREA WITH 3 CY MATERIAL 204(70)

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41+79 CONSTRUCT DIP 303(20)C

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44+64 CONSTRUCT DIP 303(20)C

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51+03 CONSTRUCT DIP 303(20)C

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53+09 CONSTRUCT DIP 303(20)C

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41+79 PLACE 3 CY RIPRAP 251(11)

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53+09 CLEAN ROADWAY DITCH 60' 303(02)

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53+09 CLEAN CMP INLET/OUTLET 303(02)

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59+95 CONSTRUCT DIP 303(20)C

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61+43 CLEAN ROADWAY DITCH 80' 303(02)

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63+02 CONSTRUCT DIP 303(20)C

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63+97 ROADWAY EXCAVATION REPAIR ERODED 20X4X2 AREA WITH 6 CY MATERIAL 204(70)

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63+97 CLEAN CMP INLET/OUTLET 303(02)

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63+97 CONSTRUCT DIP 303(20)C

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66+77 CONSTRUCT DIP 303(20)C

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67+93 CONSTRUCT DIP 303(20)C

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FOREST

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SIERRA

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GROSBEAK

AutoCAD SHX Text 10S433

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S. TARVIN

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S.TARVIN

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68+77 CONSTRUCT DIP 303(20)C

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75+95 CONSTRUCT DIP 303(20)C

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76+85 ROADWAY EXCAVATION REPAIR ERODED 100X2X1 WITH 8 CY MATERIAL 204(70)

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77+80 CONSTRUCT DIP 303(20)C

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79+54 CONSTRUCT DIP 303(20)C

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81+87 CONSTRUCT DIP 303(20)C

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77+80 ROADWAY EXCAVATION REPAIR ERODED 150X2X1 WITH 12 CY MATERIAL 204(70)

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80+70 ROADWAY EXCAVATION REPAIR ERODED 200X2X1 WITH 15 CY MATERIAL 204(70)

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82+87 ROADWAY EXCAVATION REPAIR ERODED 60X2X1 WITH 5 CY MATERIAL 204(70)

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82+92 RECONSTRUCT DIP 303(02)

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84+72 RECONSTRUCT DIP 303(02)

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89+47 CONSTRUCT DIP 303(20)C

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93+38 ROADWAY EXCAVATION REPAIR ERODED 80X2X1 WITH 6 CY MATERIAL 204(70)

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98+50 CONSTRUCT DIP 303(20)C

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109+16 CONSTRUCT DIP 303(20)C

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113+40 ROADWAY EXCAVATION REPAIR ERODED 60X2X1 WITH 5 CY MATERIAL 204(70)

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122+65 LIMIT OF PROJECT

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BEAR BORDER

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File details come from the government source that posted it. Updated May 14, 2020.