2-Site_Plan.pdf

NUMBER

CP-3

195.60

10069.65

9945.77

CONTROL POINTS

EASTINGNORTHING

5000.00 10000.00

10012.954969.65

CP-1

4900.94

5061.36

ELEV. (FT)

200.00

CP-2

CP-4

197.25

207.95

N

Feet

0 20 40

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CP4-REBAR

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TO WASTE AREA

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END AGGREGATE SURFACE COURSE

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CP4-REBAR

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FLOW

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CP2-REBAR

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EXISTING SEDIMENT WEDGE TO BE REMOVED

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EXISTING 5' DIA. CULVERT AND CONCRETE WING WALLS TO BE REMOVED

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CONTRACTOR ACCESS

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APPROXIMATE STREAM SIMULATION AND STRUCTURE CONSTRUCTION AREA (TYP.)

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EXISTING SIDE CHANNEL

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AutoCAD SHX Text CONTRACTOR STAGING AREA: CONTRACTOR MAY STAGE ON NFSR 24 BETWEEN STRUCTURE AND INTERSECTION WITH NFSR 26. SEE GENERAL NOTES AND VICINITY MAP THIS SHEET.

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TO WASTE AREA

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FORESTHILL

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PROPOSED STRUCTURE

AutoCAD SHX Text NOTE: PLACE AGGREGATE SURFACE COURSE FROM STA 10+00 TO STA 13+00. AGGREGATE SURFACE COURSE SHALL BE 20' WIDTH BY 4" COMPACTED DEPTH. SEE ROADWAY CROSS SECTION DETAILS, SHEET 4.

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BEGIN AGGREGATE SURFACE COURSE

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SHIRTTAIL CK.

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BRIMSTONE RD.

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EXISTING SIDE CHANNEL

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TO WASTE AREA

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SHIRTTAIL CK.

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AutoCAD SHX Text Shirttail Creek

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BRIMSTONE RD.

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ELLIOT RANCH RD.

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AutoCAD SHX Text 24-21-02

AutoCAD SHX Text ~500'

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PROJECT SITE

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WASTE AND STOCKPILE AREA

AutoCAD SHX Text ROAD CLOSURE AREA BETWEEN NFSR 26 AND PROJECT SITE MAY BE UTILIZED FOR STAGING AREA

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DRAWING NUMBER

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SHEET

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OF

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DESIGN

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DRAWING

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BY:

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CHECK:

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BY:

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AutoCAD SHX Text U. S. Department of Agriculture

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FOREST SERVICE

AutoCAD SHX Text PACIFIC SOUTHWEST Region 5 Engineering

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SHIRTTAIL CREEK

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OPEN BOTTOM ARCH

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SITE PLAN

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TAHOE NATIONAL FOREST

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%%UGENERAL NOTES:

AutoCAD SHX Text SPECIFICATION: MATERIALS AND CONSTRUCTION OF THIS STRUCTURE SHALL BE IN ACCORDANCE WITH THE STANDARD MATERIALS AND CONSTRUCTION OF THIS STRUCTURE SHALL BE IN ACCORDANCE WITH THE STANDARD MATERIALS AND CONSTRUCTION OF THIS STRUCTURE SHALL BE IN ACCORDANCE WITH THE STANDARD AND CONSTRUCTION OF THIS STRUCTURE SHALL BE IN ACCORDANCE WITH THE STANDARD AND CONSTRUCTION OF THIS STRUCTURE SHALL BE IN ACCORDANCE WITH THE STANDARD CONSTRUCTION OF THIS STRUCTURE SHALL BE IN ACCORDANCE WITH THE STANDARD CONSTRUCTION OF THIS STRUCTURE SHALL BE IN ACCORDANCE WITH THE STANDARD OF THIS STRUCTURE SHALL BE IN ACCORDANCE WITH THE STANDARD OF THIS STRUCTURE SHALL BE IN ACCORDANCE WITH THE STANDARD THIS STRUCTURE SHALL BE IN ACCORDANCE WITH THE STANDARD THIS STRUCTURE SHALL BE IN ACCORDANCE WITH THE STANDARD STRUCTURE SHALL BE IN ACCORDANCE WITH THE STANDARD STRUCTURE SHALL BE IN ACCORDANCE WITH THE STANDARD SHALL BE IN ACCORDANCE WITH THE STANDARD SHALL BE IN ACCORDANCE WITH THE STANDARD BE IN ACCORDANCE WITH THE STANDARD BE IN ACCORDANCE WITH THE STANDARD IN ACCORDANCE WITH THE STANDARD IN ACCORDANCE WITH THE STANDARD ACCORDANCE WITH THE STANDARD ACCORDANCE WITH THE STANDARD WITH THE STANDARD WITH THE STANDARD THE STANDARD THE STANDARD STANDARD STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-03, WITH FOREST FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-03, WITH FOREST FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-03, WITH FOREST CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-03, WITH FOREST CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-03, WITH FOREST OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-03, WITH FOREST OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-03, WITH FOREST ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-03, WITH FOREST ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-03, WITH FOREST AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-03, WITH FOREST AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-03, WITH FOREST BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-03, WITH FOREST BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-03, WITH FOREST ON FEDERAL HIGHWAY PROJECTS, FP-03, WITH FOREST ON FEDERAL HIGHWAY PROJECTS, FP-03, WITH FOREST FEDERAL HIGHWAY PROJECTS, FP-03, WITH FOREST FEDERAL HIGHWAY PROJECTS, FP-03, WITH FOREST HIGHWAY PROJECTS, FP-03, WITH FOREST HIGHWAY PROJECTS, FP-03, WITH FOREST PROJECTS, FP-03, WITH FOREST PROJECTS, FP-03, WITH FOREST FP-03, WITH FOREST FP-03, WITH FOREST WITH FOREST WITH FOREST FOREST FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS. HYDROLOGY AND HYDRAULICS: THIS STRUCTURE WAS DESIGNED TO PASS THE 100-YEAR FLOOD EVENT OF 423 CFS. AND HYDRAULICS: THIS STRUCTURE WAS DESIGNED TO PASS THE 100-YEAR FLOOD EVENT OF 423 CFS. AND HYDRAULICS: THIS STRUCTURE WAS DESIGNED TO PASS THE 100-YEAR FLOOD EVENT OF 423 CFS. HYDRAULICS: THIS STRUCTURE WAS DESIGNED TO PASS THE 100-YEAR FLOOD EVENT OF 423 CFS. HYDRAULICS: THIS STRUCTURE WAS DESIGNED TO PASS THE 100-YEAR FLOOD EVENT OF 423 CFS. THIS STRUCTURE WAS DESIGNED TO PASS THE 100-YEAR FLOOD EVENT OF 423 CFS. THIS STRUCTURE WAS DESIGNED TO PASS THE 100-YEAR FLOOD EVENT OF 423 CFS. STRUCTURE WAS DESIGNED TO PASS THE 100-YEAR FLOOD EVENT OF 423 CFS. STRUCTURE WAS DESIGNED TO PASS THE 100-YEAR FLOOD EVENT OF 423 CFS. WAS DESIGNED TO PASS THE 100-YEAR FLOOD EVENT OF 423 CFS. WAS DESIGNED TO PASS THE 100-YEAR FLOOD EVENT OF 423 CFS. DESIGNED TO PASS THE 100-YEAR FLOOD EVENT OF 423 CFS. DESIGNED TO PASS THE 100-YEAR FLOOD EVENT OF 423 CFS. TO PASS THE 100-YEAR FLOOD EVENT OF 423 CFS. TO PASS THE 100-YEAR FLOOD EVENT OF 423 CFS. PASS THE 100-YEAR FLOOD EVENT OF 423 CFS. PASS THE 100-YEAR FLOOD EVENT OF 423 CFS. THE 100-YEAR FLOOD EVENT OF 423 CFS. THE 100-YEAR FLOOD EVENT OF 423 CFS. 100-YEAR FLOOD EVENT OF 423 CFS. 100-YEAR FLOOD EVENT OF 423 CFS. FLOOD EVENT OF 423 CFS. FLOOD EVENT OF 423 CFS. EVENT OF 423 CFS. EVENT OF 423 CFS. OF 423 CFS. OF 423 CFS. 423 CFS. 423 CFS. CFS. CFS. SEE SHEET 7 FOR ADDITIONAL INFORMATION. STAGING AREAS: STAGING AND STOCKPILING AREAS. NATIONAL FOREST SYSTEM ROAD (NFSR) 24 SHALL BE CLOSED TO AREAS: STAGING AND STOCKPILING AREAS. NATIONAL FOREST SYSTEM ROAD (NFSR) 24 SHALL BE CLOSED TO AREAS: STAGING AND STOCKPILING AREAS. NATIONAL FOREST SYSTEM ROAD (NFSR) 24 SHALL BE CLOSED TO : STAGING AND STOCKPILING AREAS. NATIONAL FOREST SYSTEM ROAD (NFSR) 24 SHALL BE CLOSED TO STAGING AND STOCKPILING AREAS. NATIONAL FOREST SYSTEM ROAD (NFSR) 24 SHALL BE CLOSED TO STAGING AND STOCKPILING AREAS. NATIONAL FOREST SYSTEM ROAD (NFSR) 24 SHALL BE CLOSED TO AND STOCKPILING AREAS. NATIONAL FOREST SYSTEM ROAD (NFSR) 24 SHALL BE CLOSED TO AND STOCKPILING AREAS. NATIONAL FOREST SYSTEM ROAD (NFSR) 24 SHALL BE CLOSED TO STOCKPILING AREAS. NATIONAL FOREST SYSTEM ROAD (NFSR) 24 SHALL BE CLOSED TO STOCKPILING AREAS. NATIONAL FOREST SYSTEM ROAD (NFSR) 24 SHALL BE CLOSED TO AREAS. NATIONAL FOREST SYSTEM ROAD (NFSR) 24 SHALL BE CLOSED TO AREAS. NATIONAL FOREST SYSTEM ROAD (NFSR) 24 SHALL BE CLOSED TO NATIONAL FOREST SYSTEM ROAD (NFSR) 24 SHALL BE CLOSED TO NATIONAL FOREST SYSTEM ROAD (NFSR) 24 SHALL BE CLOSED TO NATIONAL FOREST SYSTEM ROAD (NFSR) 24 SHALL BE CLOSED TO FOREST SYSTEM ROAD (NFSR) 24 SHALL BE CLOSED TO FOREST SYSTEM ROAD (NFSR) 24 SHALL BE CLOSED TO SYSTEM ROAD (NFSR) 24 SHALL BE CLOSED TO SYSTEM ROAD (NFSR) 24 SHALL BE CLOSED TO ROAD (NFSR) 24 SHALL BE CLOSED TO ROAD (NFSR) 24 SHALL BE CLOSED TO (NFSR) 24 SHALL BE CLOSED TO (NFSR) 24 SHALL BE CLOSED TO 24 SHALL BE CLOSED TO 24 SHALL BE CLOSED TO SHALL BE CLOSED TO SHALL BE CLOSED TO BE CLOSED TO BE CLOSED TO CLOSED TO CLOSED TO TO TO PUBLIC BETWEEN SHIRTTAIL CREEK AND NFSR 26 DURING CONSTRUCTION. CONTRACTOR MAY UTILIZE THE CLOSED ROAD BETWEEN SHIRTTAIL CREEK AND NFSR 26 DURING CONSTRUCTION. CONTRACTOR MAY UTILIZE THE CLOSED ROAD BETWEEN SHIRTTAIL CREEK AND NFSR 26 DURING CONSTRUCTION. CONTRACTOR MAY UTILIZE THE CLOSED ROAD SHIRTTAIL CREEK AND NFSR 26 DURING CONSTRUCTION. CONTRACTOR MAY UTILIZE THE CLOSED ROAD SHIRTTAIL CREEK AND NFSR 26 DURING CONSTRUCTION. CONTRACTOR MAY UTILIZE THE CLOSED ROAD CREEK AND NFSR 26 DURING CONSTRUCTION. CONTRACTOR MAY UTILIZE THE CLOSED ROAD CREEK AND NFSR 26 DURING CONSTRUCTION. CONTRACTOR MAY UTILIZE THE CLOSED ROAD AND NFSR 26 DURING CONSTRUCTION. CONTRACTOR MAY UTILIZE THE CLOSED ROAD AND NFSR 26 DURING CONSTRUCTION. CONTRACTOR MAY UTILIZE THE CLOSED ROAD NFSR 26 DURING CONSTRUCTION. CONTRACTOR MAY UTILIZE THE CLOSED ROAD NFSR 26 DURING CONSTRUCTION. CONTRACTOR MAY UTILIZE THE CLOSED ROAD 26 DURING CONSTRUCTION. CONTRACTOR MAY UTILIZE THE CLOSED ROAD 26 DURING CONSTRUCTION. CONTRACTOR MAY UTILIZE THE CLOSED ROAD DURING CONSTRUCTION. CONTRACTOR MAY UTILIZE THE CLOSED ROAD DURING CONSTRUCTION. CONTRACTOR MAY UTILIZE THE CLOSED ROAD CONSTRUCTION. CONTRACTOR MAY UTILIZE THE CLOSED ROAD CONSTRUCTION. CONTRACTOR MAY UTILIZE THE CLOSED ROAD CONTRACTOR MAY UTILIZE THE CLOSED ROAD CONTRACTOR MAY UTILIZE THE CLOSED ROAD CONTRACTOR MAY UTILIZE THE CLOSED ROAD MAY UTILIZE THE CLOSED ROAD MAY UTILIZE THE CLOSED ROAD UTILIZE THE CLOSED ROAD UTILIZE THE CLOSED ROAD THE CLOSED ROAD THE CLOSED ROAD CLOSED ROAD CLOSED ROAD ROAD ROAD TO STAGE AND STOCKPILE MATERIALS. NFSR 26 AND 26-9 SHALL REMAIN OPEN TO PUBLIC TRAFFIC. ADDITIONAL AREA STAGE AND STOCKPILE MATERIALS. NFSR 26 AND 26-9 SHALL REMAIN OPEN TO PUBLIC TRAFFIC. ADDITIONAL AREA STAGE AND STOCKPILE MATERIALS. NFSR 26 AND 26-9 SHALL REMAIN OPEN TO PUBLIC TRAFFIC. ADDITIONAL AREA AND STOCKPILE MATERIALS. NFSR 26 AND 26-9 SHALL REMAIN OPEN TO PUBLIC TRAFFIC. ADDITIONAL AREA AND STOCKPILE MATERIALS. NFSR 26 AND 26-9 SHALL REMAIN OPEN TO PUBLIC TRAFFIC. ADDITIONAL AREA STOCKPILE MATERIALS. NFSR 26 AND 26-9 SHALL REMAIN OPEN TO PUBLIC TRAFFIC. ADDITIONAL AREA STOCKPILE MATERIALS. NFSR 26 AND 26-9 SHALL REMAIN OPEN TO PUBLIC TRAFFIC. ADDITIONAL AREA MATERIALS. NFSR 26 AND 26-9 SHALL REMAIN OPEN TO PUBLIC TRAFFIC. ADDITIONAL AREA MATERIALS. NFSR 26 AND 26-9 SHALL REMAIN OPEN TO PUBLIC TRAFFIC. ADDITIONAL AREA NFSR 26 AND 26-9 SHALL REMAIN OPEN TO PUBLIC TRAFFIC. ADDITIONAL AREA NFSR 26 AND 26-9 SHALL REMAIN OPEN TO PUBLIC TRAFFIC. ADDITIONAL AREA 26 AND 26-9 SHALL REMAIN OPEN TO PUBLIC TRAFFIC. ADDITIONAL AREA 26 AND 26-9 SHALL REMAIN OPEN TO PUBLIC TRAFFIC. ADDITIONAL AREA AND 26-9 SHALL REMAIN OPEN TO PUBLIC TRAFFIC. ADDITIONAL AREA AND 26-9 SHALL REMAIN OPEN TO PUBLIC TRAFFIC. ADDITIONAL AREA 26-9 SHALL REMAIN OPEN TO PUBLIC TRAFFIC. ADDITIONAL AREA 26-9 SHALL REMAIN OPEN TO PUBLIC TRAFFIC. ADDITIONAL AREA SHALL REMAIN OPEN TO PUBLIC TRAFFIC. ADDITIONAL AREA SHALL REMAIN OPEN TO PUBLIC TRAFFIC. ADDITIONAL AREA REMAIN OPEN TO PUBLIC TRAFFIC. ADDITIONAL AREA REMAIN OPEN TO PUBLIC TRAFFIC. ADDITIONAL AREA OPEN TO PUBLIC TRAFFIC. ADDITIONAL AREA OPEN TO PUBLIC TRAFFIC. ADDITIONAL AREA TO PUBLIC TRAFFIC. ADDITIONAL AREA TO PUBLIC TRAFFIC. ADDITIONAL AREA PUBLIC TRAFFIC. ADDITIONAL AREA PUBLIC TRAFFIC. ADDITIONAL AREA TRAFFIC. ADDITIONAL AREA TRAFFIC. ADDITIONAL AREA ADDITIONAL AREA ADDITIONAL AREA AREA AREA AVAILABLE FOR STAGING AND STOCKPILING NEAR INTERSECTION OF NFSR 26. SEE VICINITY MAP BELOW. ITEM 157 DEWATERING PLAN AND IMPLEMENTATION: CONTRACTOR MUST SUBMIT A DEWATERING PLAN TO THE CO FOR APPROVAL 157 DEWATERING PLAN AND IMPLEMENTATION: CONTRACTOR MUST SUBMIT A DEWATERING PLAN TO THE CO FOR APPROVAL 157 DEWATERING PLAN AND IMPLEMENTATION: CONTRACTOR MUST SUBMIT A DEWATERING PLAN TO THE CO FOR APPROVAL DEWATERING PLAN AND IMPLEMENTATION: CONTRACTOR MUST SUBMIT A DEWATERING PLAN TO THE CO FOR APPROVAL DEWATERING PLAN AND IMPLEMENTATION: CONTRACTOR MUST SUBMIT A DEWATERING PLAN TO THE CO FOR APPROVAL PLAN AND IMPLEMENTATION: CONTRACTOR MUST SUBMIT A DEWATERING PLAN TO THE CO FOR APPROVAL PLAN AND IMPLEMENTATION: CONTRACTOR MUST SUBMIT A DEWATERING PLAN TO THE CO FOR APPROVAL AND IMPLEMENTATION: CONTRACTOR MUST SUBMIT A DEWATERING PLAN TO THE CO FOR APPROVAL AND IMPLEMENTATION: CONTRACTOR MUST SUBMIT A DEWATERING PLAN TO THE CO FOR APPROVAL IMPLEMENTATION: CONTRACTOR MUST SUBMIT A DEWATERING PLAN TO THE CO FOR APPROVAL IMPLEMENTATION: CONTRACTOR MUST SUBMIT A DEWATERING PLAN TO THE CO FOR APPROVAL CONTRACTOR MUST SUBMIT A DEWATERING PLAN TO THE CO FOR APPROVAL CONTRACTOR MUST SUBMIT A DEWATERING PLAN TO THE CO FOR APPROVAL MUST SUBMIT A DEWATERING PLAN TO THE CO FOR APPROVAL MUST SUBMIT A DEWATERING PLAN TO THE CO FOR APPROVAL SUBMIT A DEWATERING PLAN TO THE CO FOR APPROVAL SUBMIT A DEWATERING PLAN TO THE CO FOR APPROVAL A DEWATERING PLAN TO THE CO FOR APPROVAL A DEWATERING PLAN TO THE CO FOR APPROVAL DEWATERING PLAN TO THE CO FOR APPROVAL DEWATERING PLAN TO THE CO FOR APPROVAL PLAN TO THE CO FOR APPROVAL PLAN TO THE CO FOR APPROVAL TO THE CO FOR APPROVAL TO THE CO FOR APPROVAL THE CO FOR APPROVAL THE CO FOR APPROVAL CO FOR APPROVAL CO FOR APPROVAL FOR APPROVAL FOR APPROVAL APPROVAL APPROVAL PRIOR TO STARTING CONSTRUCTION. INSTREAM WORK SHALL OCCUR BETWEEN MAY 15 AND OCTOBER 15. ANY NECESSARY PERMITS TO STARTING CONSTRUCTION. INSTREAM WORK SHALL OCCUR BETWEEN MAY 15 AND OCTOBER 15. ANY NECESSARY PERMITS TO STARTING CONSTRUCTION. INSTREAM WORK SHALL OCCUR BETWEEN MAY 15 AND OCTOBER 15. ANY NECESSARY PERMITS STARTING CONSTRUCTION. INSTREAM WORK SHALL OCCUR BETWEEN MAY 15 AND OCTOBER 15. ANY NECESSARY PERMITS STARTING CONSTRUCTION. INSTREAM WORK SHALL OCCUR BETWEEN MAY 15 AND OCTOBER 15. ANY NECESSARY PERMITS CONSTRUCTION. INSTREAM WORK SHALL OCCUR BETWEEN MAY 15 AND OCTOBER 15. ANY NECESSARY PERMITS CONSTRUCTION. INSTREAM WORK SHALL OCCUR BETWEEN MAY 15 AND OCTOBER 15. ANY NECESSARY PERMITS INSTREAM WORK SHALL OCCUR BETWEEN MAY 15 AND OCTOBER 15. ANY NECESSARY PERMITS INSTREAM WORK SHALL OCCUR BETWEEN MAY 15 AND OCTOBER 15. ANY NECESSARY PERMITS WORK SHALL OCCUR BETWEEN MAY 15 AND OCTOBER 15. ANY NECESSARY PERMITS WORK SHALL OCCUR BETWEEN MAY 15 AND OCTOBER 15. ANY NECESSARY PERMITS SHALL OCCUR BETWEEN MAY 15 AND OCTOBER 15. ANY NECESSARY PERMITS SHALL OCCUR BETWEEN MAY 15 AND OCTOBER 15. ANY NECESSARY PERMITS OCCUR BETWEEN MAY 15 AND OCTOBER 15. ANY NECESSARY PERMITS OCCUR BETWEEN MAY 15 AND OCTOBER 15. ANY NECESSARY PERMITS BETWEEN MAY 15 AND OCTOBER 15. ANY NECESSARY PERMITS BETWEEN MAY 15 AND OCTOBER 15. ANY NECESSARY PERMITS MAY 15 AND OCTOBER 15. ANY NECESSARY PERMITS MAY 15 AND OCTOBER 15. ANY NECESSARY PERMITS 15 AND OCTOBER 15. ANY NECESSARY PERMITS 15 AND OCTOBER 15. ANY NECESSARY PERMITS AND OCTOBER 15. ANY NECESSARY PERMITS AND OCTOBER 15. ANY NECESSARY PERMITS OCTOBER 15. ANY NECESSARY PERMITS OCTOBER 15. ANY NECESSARY PERMITS 15. ANY NECESSARY PERMITS 15. ANY NECESSARY PERMITS ANY NECESSARY PERMITS ANY NECESSARY PERMITS NECESSARY PERMITS NECESSARY PERMITS PERMITS PERMITS ASSOCIATED WITH DEWATERING ARE THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY AND OBTAIN. ITEM 157(13) SOIL EROSION AND POLLUTION CONTROL PLAN AND IMPLEMENTATION: CONTRACTOR MUST SUBMIT AN EROSION AND CONTRACTOR MUST SUBMIT AN EROSION AND SEDIMENT CONTROL PLAN TO THE CO FOR APPROVAL PRIOR TO STARTING CONSTRUCTION. ITEM 203 REMOVAL OF STRUCTURE AND OBSTRUCTIONS: a. DISPOSAL METHOD FOR EXISTING CULVERTS: REMOVE FROM PROJECT. DISPOSAL METHOD FOR EXISTING CULVERTS: REMOVE FROM PROJECT. b. DISPOSAL METHOD FOR CLEARING AND GRUBBING SLASH AND DEBRIS: CHIP. DISPOSAL METHOD FOR CLEARING AND GRUBBING SLASH AND DEBRIS: CHIP. c. DISPOSAL METHOD FOR UNSUITABLE EXCAVATED MATERIAL: REMOVAL TO DESIGNATED LOCATION - GOVERNMENT DISPOSAL METHOD FOR UNSUITABLE EXCAVATED MATERIAL: REMOVAL TO DESIGNATED LOCATION - GOVERNMENT METHOD FOR UNSUITABLE EXCAVATED MATERIAL: REMOVAL TO DESIGNATED LOCATION - GOVERNMENT METHOD FOR UNSUITABLE EXCAVATED MATERIAL: REMOVAL TO DESIGNATED LOCATION - GOVERNMENT FOR UNSUITABLE EXCAVATED MATERIAL: REMOVAL TO DESIGNATED LOCATION - GOVERNMENT FOR UNSUITABLE EXCAVATED MATERIAL: REMOVAL TO DESIGNATED LOCATION - GOVERNMENT UNSUITABLE EXCAVATED MATERIAL: REMOVAL TO DESIGNATED LOCATION - GOVERNMENT UNSUITABLE EXCAVATED MATERIAL: REMOVAL TO DESIGNATED LOCATION - GOVERNMENT EXCAVATED MATERIAL: REMOVAL TO DESIGNATED LOCATION - GOVERNMENT EXCAVATED MATERIAL: REMOVAL TO DESIGNATED LOCATION - GOVERNMENT MATERIAL: REMOVAL TO DESIGNATED LOCATION - GOVERNMENT MATERIAL: REMOVAL TO DESIGNATED LOCATION - GOVERNMENT REMOVAL TO DESIGNATED LOCATION - GOVERNMENT REMOVAL TO DESIGNATED LOCATION - GOVERNMENT TO DESIGNATED LOCATION - GOVERNMENT TO DESIGNATED LOCATION - GOVERNMENT DESIGNATED LOCATION - GOVERNMENT DESIGNATED LOCATION - GOVERNMENT LOCATION - GOVERNMENT LOCATION - GOVERNMENT - GOVERNMENT - GOVERNMENT GOVERNMENT GOVERNMENT WASTE SITE. ITEM 204(01) EMBANKMENT- BACKFILL MATERIAL(NONSTRUCTURAL): QUANTITY FOR NONSTRUCTURAL BACKFILL MATERIAL 204(01) EMBANKMENT- BACKFILL MATERIAL(NONSTRUCTURAL): QUANTITY FOR NONSTRUCTURAL BACKFILL MATERIAL 204(01) EMBANKMENT- BACKFILL MATERIAL(NONSTRUCTURAL): QUANTITY FOR NONSTRUCTURAL BACKFILL MATERIAL EMBANKMENT- BACKFILL MATERIAL(NONSTRUCTURAL): QUANTITY FOR NONSTRUCTURAL BACKFILL MATERIAL EMBANKMENT- BACKFILL MATERIAL(NONSTRUCTURAL): QUANTITY FOR NONSTRUCTURAL BACKFILL MATERIAL BACKFILL MATERIAL(NONSTRUCTURAL): QUANTITY FOR NONSTRUCTURAL BACKFILL MATERIAL BACKFILL MATERIAL(NONSTRUCTURAL): QUANTITY FOR NONSTRUCTURAL BACKFILL MATERIAL MATERIAL(NONSTRUCTURAL): QUANTITY FOR NONSTRUCTURAL BACKFILL MATERIAL MATERIAL(NONSTRUCTURAL): QUANTITY FOR NONSTRUCTURAL BACKFILL MATERIAL QUANTITY FOR NONSTRUCTURAL BACKFILL MATERIAL QUANTITY FOR NONSTRUCTURAL BACKFILL MATERIAL QUANTITY FOR NONSTRUCTURAL BACKFILL MATERIAL FOR NONSTRUCTURAL BACKFILL MATERIAL FOR NONSTRUCTURAL BACKFILL MATERIAL NONSTRUCTURAL BACKFILL MATERIAL NONSTRUCTURAL BACKFILL MATERIAL BACKFILL MATERIAL BACKFILL MATERIAL MATERIAL MATERIAL IS AREA BETWEEN THE STRUCTURAL BACKFILL AND THE ROAD SUBGRADE SURFACE. SEE TYPICAL BACKFILL AREA BETWEEN THE STRUCTURAL BACKFILL AND THE ROAD SUBGRADE SURFACE. SEE TYPICAL BACKFILL AREA BETWEEN THE STRUCTURAL BACKFILL AND THE ROAD SUBGRADE SURFACE. SEE TYPICAL BACKFILL BETWEEN THE STRUCTURAL BACKFILL AND THE ROAD SUBGRADE SURFACE. SEE TYPICAL BACKFILL BETWEEN THE STRUCTURAL BACKFILL AND THE ROAD SUBGRADE SURFACE. SEE TYPICAL BACKFILL THE STRUCTURAL BACKFILL AND THE ROAD SUBGRADE SURFACE. SEE TYPICAL BACKFILL THE STRUCTURAL BACKFILL AND THE ROAD SUBGRADE SURFACE. SEE TYPICAL BACKFILL STRUCTURAL BACKFILL AND THE ROAD SUBGRADE SURFACE. SEE TYPICAL BACKFILL STRUCTURAL BACKFILL AND THE ROAD SUBGRADE SURFACE. SEE TYPICAL BACKFILL BACKFILL AND THE ROAD SUBGRADE SURFACE. SEE TYPICAL BACKFILL BACKFILL AND THE ROAD SUBGRADE SURFACE. SEE TYPICAL BACKFILL AND THE ROAD SUBGRADE SURFACE. SEE TYPICAL BACKFILL AND THE ROAD SUBGRADE SURFACE. SEE TYPICAL BACKFILL THE ROAD SUBGRADE SURFACE. SEE TYPICAL BACKFILL THE ROAD SUBGRADE SURFACE. SEE TYPICAL BACKFILL ROAD SUBGRADE SURFACE. SEE TYPICAL BACKFILL ROAD SUBGRADE SURFACE. SEE TYPICAL BACKFILL SUBGRADE SURFACE. SEE TYPICAL BACKFILL SUBGRADE SURFACE. SEE TYPICAL BACKFILL SURFACE. SEE TYPICAL BACKFILL SURFACE. SEE TYPICAL BACKFILL SEE TYPICAL BACKFILL SEE TYPICAL BACKFILL SEE TYPICAL BACKFILL TYPICAL BACKFILL TYPICAL BACKFILL BACKFILL BACKFILL ENVELOPE SHEET 8. ANY ADDITIONAL BACKFILL AS A RESULT OF OVER EXCAVATION AS DESCRIBED IN ITEM 208 IS SHEET 8. ANY ADDITIONAL BACKFILL AS A RESULT OF OVER EXCAVATION AS DESCRIBED IN ITEM 208 IS SHEET 8. ANY ADDITIONAL BACKFILL AS A RESULT OF OVER EXCAVATION AS DESCRIBED IN ITEM 208 IS 8. ANY ADDITIONAL BACKFILL AS A RESULT OF OVER EXCAVATION AS DESCRIBED IN ITEM 208 IS 8. ANY ADDITIONAL BACKFILL AS A RESULT OF OVER EXCAVATION AS DESCRIBED IN ITEM 208 IS ANY ADDITIONAL BACKFILL AS A RESULT OF OVER EXCAVATION AS DESCRIBED IN ITEM 208 IS ANY ADDITIONAL BACKFILL AS A RESULT OF OVER EXCAVATION AS DESCRIBED IN ITEM 208 IS ADDITIONAL BACKFILL AS A RESULT OF OVER EXCAVATION AS DESCRIBED IN ITEM 208 IS ADDITIONAL BACKFILL AS A RESULT OF OVER EXCAVATION AS DESCRIBED IN ITEM 208 IS BACKFILL AS A RESULT OF OVER EXCAVATION AS DESCRIBED IN ITEM 208 IS BACKFILL AS A RESULT OF OVER EXCAVATION AS DESCRIBED IN ITEM 208 IS AS A RESULT OF OVER EXCAVATION AS DESCRIBED IN ITEM 208 IS AS A RESULT OF OVER EXCAVATION AS DESCRIBED IN ITEM 208 IS A RESULT OF OVER EXCAVATION AS DESCRIBED IN ITEM 208 IS A RESULT OF OVER EXCAVATION AS DESCRIBED IN ITEM 208 IS RESULT OF OVER EXCAVATION AS DESCRIBED IN ITEM 208 IS RESULT OF OVER EXCAVATION AS DESCRIBED IN ITEM 208 IS OF OVER EXCAVATION AS DESCRIBED IN ITEM 208 IS OF OVER EXCAVATION AS DESCRIBED IN ITEM 208 IS OVER EXCAVATION AS DESCRIBED IN ITEM 208 IS OVER EXCAVATION AS DESCRIBED IN ITEM 208 IS EXCAVATION AS DESCRIBED IN ITEM 208 IS EXCAVATION AS DESCRIBED IN ITEM 208 IS AS DESCRIBED IN ITEM 208 IS AS DESCRIBED IN ITEM 208 IS DESCRIBED IN ITEM 208 IS DESCRIBED IN ITEM 208 IS IN ITEM 208 IS IN ITEM 208 IS ITEM 208 IS ITEM 208 IS 208 IS 208 IS IS IS CONSIDERED INCIDENTAL TO THIS PAY ITEM. UTILIZE ALL SUITABLE ONSITE MATERIAL (SORTING, MIXING AND INCIDENTAL TO THIS PAY ITEM. UTILIZE ALL SUITABLE ONSITE MATERIAL (SORTING, MIXING AND INCIDENTAL TO THIS PAY ITEM. UTILIZE ALL SUITABLE ONSITE MATERIAL (SORTING, MIXING AND TO THIS PAY ITEM. UTILIZE ALL SUITABLE ONSITE MATERIAL (SORTING, MIXING AND TO THIS PAY ITEM. UTILIZE ALL SUITABLE ONSITE MATERIAL (SORTING, MIXING AND THIS PAY ITEM. UTILIZE ALL SUITABLE ONSITE MATERIAL (SORTING, MIXING AND THIS PAY ITEM. UTILIZE ALL SUITABLE ONSITE MATERIAL (SORTING, MIXING AND PAY ITEM. UTILIZE ALL SUITABLE ONSITE MATERIAL (SORTING, MIXING AND PAY ITEM. UTILIZE ALL SUITABLE ONSITE MATERIAL (SORTING, MIXING AND ITEM. UTILIZE ALL SUITABLE ONSITE MATERIAL (SORTING, MIXING AND ITEM. UTILIZE ALL SUITABLE ONSITE MATERIAL (SORTING, MIXING AND UTILIZE ALL SUITABLE ONSITE MATERIAL (SORTING, MIXING AND UTILIZE ALL SUITABLE ONSITE MATERIAL (SORTING, MIXING AND UTILIZE ALL SUITABLE ONSITE MATERIAL (SORTING, MIXING AND ALL SUITABLE ONSITE MATERIAL (SORTING, MIXING AND ALL SUITABLE ONSITE MATERIAL (SORTING, MIXING AND SUITABLE ONSITE MATERIAL (SORTING, MIXING AND SUITABLE ONSITE MATERIAL (SORTING, MIXING AND ONSITE MATERIAL (SORTING, MIXING AND ONSITE MATERIAL (SORTING, MIXING AND MATERIAL (SORTING, MIXING AND MATERIAL (SORTING, MIXING AND (SORTING, MIXING AND (SORTING, MIXING AND MIXING AND MIXING AND AND AND SCREENING MAY BE REQUIRED). ANY ADDITIONAL EMBANKMENT MATERIAL NEEDED FOR CONSTRUCTION PER CONTRACT MAY BE REQUIRED). ANY ADDITIONAL EMBANKMENT MATERIAL NEEDED FOR CONSTRUCTION PER CONTRACT MAY BE REQUIRED). ANY ADDITIONAL EMBANKMENT MATERIAL NEEDED FOR CONSTRUCTION PER CONTRACT BE REQUIRED). ANY ADDITIONAL EMBANKMENT MATERIAL NEEDED FOR CONSTRUCTION PER CONTRACT BE REQUIRED). ANY ADDITIONAL EMBANKMENT MATERIAL NEEDED FOR CONSTRUCTION PER CONTRACT REQUIRED). ANY ADDITIONAL EMBANKMENT MATERIAL NEEDED FOR CONSTRUCTION PER CONTRACT REQUIRED). ANY ADDITIONAL EMBANKMENT MATERIAL NEEDED FOR CONSTRUCTION PER CONTRACT ANY ADDITIONAL EMBANKMENT MATERIAL NEEDED FOR CONSTRUCTION PER CONTRACT ANY ADDITIONAL EMBANKMENT MATERIAL NEEDED FOR CONSTRUCTION PER CONTRACT ADDITIONAL EMBANKMENT MATERIAL NEEDED FOR CONSTRUCTION PER CONTRACT ADDITIONAL EMBANKMENT MATERIAL NEEDED FOR CONSTRUCTION PER CONTRACT EMBANKMENT MATERIAL NEEDED FOR CONSTRUCTION PER CONTRACT EMBANKMENT MATERIAL NEEDED FOR CONSTRUCTION PER CONTRACT MATERIAL NEEDED FOR CONSTRUCTION PER CONTRACT MATERIAL NEEDED FOR CONSTRUCTION PER CONTRACT NEEDED FOR CONSTRUCTION PER CONTRACT NEEDED FOR CONSTRUCTION PER CONTRACT FOR CONSTRUCTION PER CONTRACT FOR CONSTRUCTION PER CONTRACT CONSTRUCTION PER CONTRACT CONSTRUCTION PER CONTRACT PER CONTRACT PER CONTRACT CONTRACT CONTRACT SHALL BE COMMERCIAL SOURCE. COMMERCIAL SOURCE SHALL BE CERTIFIED BY FOREST SERVICE AS WEED FREE. BE COMMERCIAL SOURCE. COMMERCIAL SOURCE SHALL BE CERTIFIED BY FOREST SERVICE AS WEED FREE. BE COMMERCIAL SOURCE. COMMERCIAL SOURCE SHALL BE CERTIFIED BY FOREST SERVICE AS WEED FREE. COMMERCIAL SOURCE. COMMERCIAL SOURCE SHALL BE CERTIFIED BY FOREST SERVICE AS WEED FREE. COMMERCIAL SOURCE. COMMERCIAL SOURCE SHALL BE CERTIFIED BY FOREST SERVICE AS WEED FREE. SOURCE. COMMERCIAL SOURCE SHALL BE CERTIFIED BY FOREST SERVICE AS WEED FREE. SOURCE. COMMERCIAL SOURCE SHALL BE CERTIFIED BY FOREST SERVICE AS WEED FREE. COMMERCIAL SOURCE SHALL BE CERTIFIED BY FOREST SERVICE AS WEED FREE. COMMERCIAL SOURCE SHALL BE CERTIFIED BY FOREST SERVICE AS WEED FREE. SOURCE SHALL BE CERTIFIED BY FOREST SERVICE AS WEED FREE. SOURCE SHALL BE CERTIFIED BY FOREST SERVICE AS WEED FREE. SHALL BE CERTIFIED BY FOREST SERVICE AS WEED FREE. SHALL BE CERTIFIED BY FOREST SERVICE AS WEED FREE. BE CERTIFIED BY FOREST SERVICE AS WEED FREE. BE CERTIFIED BY FOREST SERVICE AS WEED FREE. CERTIFIED BY FOREST SERVICE AS WEED FREE. CERTIFIED BY FOREST SERVICE AS WEED FREE. BY FOREST SERVICE AS WEED FREE. BY FOREST SERVICE AS WEED FREE. FOREST SERVICE AS WEED FREE. FOREST SERVICE AS WEED FREE. SERVICE AS WEED FREE. SERVICE AS WEED FREE. AS WEED FREE. AS WEED FREE. WEED FREE. WEED FREE. FREE. FREE. QUANTITIES SHOWN ARE COMPACTED IN-PLACE VOLUMES. IT IS CONTRACTORS RESPONSIBILITY TO DETERMINE THE SHOWN ARE COMPACTED IN-PLACE VOLUMES. IT IS CONTRACTORS RESPONSIBILITY TO DETERMINE THE SHOWN ARE COMPACTED IN-PLACE VOLUMES. IT IS CONTRACTORS RESPONSIBILITY TO DETERMINE THE ARE COMPACTED IN-PLACE VOLUMES. IT IS CONTRACTORS RESPONSIBILITY TO DETERMINE THE ARE COMPACTED IN-PLACE VOLUMES. IT IS CONTRACTORS RESPONSIBILITY TO DETERMINE THE COMPACTED IN-PLACE VOLUMES. IT IS CONTRACTORS RESPONSIBILITY TO DETERMINE THE COMPACTED IN-PLACE VOLUMES. IT IS CONTRACTORS RESPONSIBILITY TO DETERMINE THE IN-PLACE VOLUMES. IT IS CONTRACTORS RESPONSIBILITY TO DETERMINE THE IN-PLACE VOLUMES. IT IS CONTRACTORS RESPONSIBILITY TO DETERMINE THE VOLUMES. IT IS CONTRACTORS RESPONSIBILITY TO DETERMINE THE VOLUMES. IT IS CONTRACTORS RESPONSIBILITY TO DETERMINE THE IT IS CONTRACTORS RESPONSIBILITY TO DETERMINE THE IT IS CONTRACTORS RESPONSIBILITY TO DETERMINE THE IS CONTRACTORS RESPONSIBILITY TO DETERMINE THE IS CONTRACTORS RESPONSIBILITY TO DETERMINE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE RESPONSIBILITY TO DETERMINE THE RESPONSIBILITY TO DETERMINE THE TO DETERMINE THE TO DETERMINE THE DETERMINE THE DETERMINE THE THE THE LOOSE QUANTITIES TO BE HAULED AND PLACED. ITEM 204(16) WASTE, UNSUITABLE MATERIAL: AFTER UTILIZING ALL SUITABLE MATERIAL BY SORTING, MIXING AND AFTER UTILIZING ALL SUITABLE MATERIAL BY SORTING, MIXING AND SORTING, MIXING AND SCREENING (IF REQUIRED), WASTE MATERIAL SHALL BE DISPOSED NEAR PROJECT AREA AS SHOWN ON PLANS OR AS , WASTE MATERIAL SHALL BE DISPOSED NEAR PROJECT AREA AS SHOWN ON PLANS OR AS DIRECTED BY CONTRACTING OFFICERS REPRESENTATIVE. ITEM 208(01) STRUCTURAL EXCAVATION: QUANTITY FOR STRUCTURAL EXCAVATION IS THE AMOUNT NEEDED TO MEET THE 208(01) STRUCTURAL EXCAVATION: QUANTITY FOR STRUCTURAL EXCAVATION IS THE AMOUNT NEEDED TO MEET THE 208(01) STRUCTURAL EXCAVATION: QUANTITY FOR STRUCTURAL EXCAVATION IS THE AMOUNT NEEDED TO MEET THE STRUCTURAL EXCAVATION: QUANTITY FOR STRUCTURAL EXCAVATION IS THE AMOUNT NEEDED TO MEET THE STRUCTURAL EXCAVATION: QUANTITY FOR STRUCTURAL EXCAVATION IS THE AMOUNT NEEDED TO MEET THE EXCAVATION: QUANTITY FOR STRUCTURAL EXCAVATION IS THE AMOUNT NEEDED TO MEET THE EXCAVATION: QUANTITY FOR STRUCTURAL EXCAVATION IS THE AMOUNT NEEDED TO MEET THE QUANTITY FOR STRUCTURAL EXCAVATION IS THE AMOUNT NEEDED TO MEET THE QUANTITY FOR STRUCTURAL EXCAVATION IS THE AMOUNT NEEDED TO MEET THE QUANTITY FOR STRUCTURAL EXCAVATION IS THE AMOUNT NEEDED TO MEET THE FOR STRUCTURAL EXCAVATION IS THE AMOUNT NEEDED TO MEET THE FOR STRUCTURAL EXCAVATION IS THE AMOUNT NEEDED TO MEET THE STRUCTURAL EXCAVATION IS THE AMOUNT NEEDED TO MEET THE STRUCTURAL EXCAVATION IS THE AMOUNT NEEDED TO MEET THE EXCAVATION IS THE AMOUNT NEEDED TO MEET THE EXCAVATION IS THE AMOUNT NEEDED TO MEET THE IS THE AMOUNT NEEDED TO MEET THE IS THE AMOUNT NEEDED TO MEET THE THE AMOUNT NEEDED TO MEET THE THE AMOUNT NEEDED TO MEET THE AMOUNT NEEDED TO MEET THE AMOUNT NEEDED TO MEET THE NEEDED TO MEET THE NEEDED TO MEET THE TO MEET THE TO MEET THE MEET THE MEET THE THE THE MINIMUM SPECIFIED STRUCTURAL BACKFILL ENVELOPE. IT IS CONTRACTORS RESPONSIBILITY TO DETERMINE THE SPECIFIED STRUCTURAL BACKFILL ENVELOPE. IT IS CONTRACTORS RESPONSIBILITY TO DETERMINE THE SPECIFIED STRUCTURAL BACKFILL ENVELOPE. IT IS CONTRACTORS RESPONSIBILITY TO DETERMINE THE STRUCTURAL BACKFILL ENVELOPE. IT IS CONTRACTORS RESPONSIBILITY TO DETERMINE THE STRUCTURAL BACKFILL ENVELOPE. IT IS CONTRACTORS RESPONSIBILITY TO DETERMINE THE BACKFILL ENVELOPE. IT IS CONTRACTORS RESPONSIBILITY TO DETERMINE THE BACKFILL ENVELOPE. IT IS CONTRACTORS RESPONSIBILITY TO DETERMINE THE ENVELOPE. IT IS CONTRACTORS RESPONSIBILITY TO DETERMINE THE ENVELOPE. IT IS CONTRACTORS RESPONSIBILITY TO DETERMINE THE IT IS CONTRACTORS RESPONSIBILITY TO DETERMINE THE IT IS CONTRACTORS RESPONSIBILITY TO DETERMINE THE IS CONTRACTORS RESPONSIBILITY TO DETERMINE THE IS CONTRACTORS RESPONSIBILITY TO DETERMINE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE RESPONSIBILITY TO DETERMINE THE RESPONSIBILITY TO DETERMINE THE TO DETERMINE THE TO DETERMINE THE DETERMINE THE DETERMINE THE THE THE ACTUAL AREA TO BE EXCAVATED BASED ON AREA NEEDED TO WORK AND TO MEET SAFETY REQUIREMENTS. ANY AREA TO BE EXCAVATED BASED ON AREA NEEDED TO WORK AND TO MEET SAFETY REQUIREMENTS. ANY AREA TO BE EXCAVATED BASED ON AREA NEEDED TO WORK AND TO MEET SAFETY REQUIREMENTS. ANY TO BE EXCAVATED BASED ON AREA NEEDED TO WORK AND TO MEET SAFETY REQUIREMENTS. ANY TO BE EXCAVATED BASED ON AREA NEEDED TO WORK AND TO MEET SAFETY REQUIREMENTS. ANY BE EXCAVATED BASED ON AREA NEEDED TO WORK AND TO MEET SAFETY REQUIREMENTS. ANY BE EXCAVATED BASED ON AREA NEEDED TO WORK AND TO MEET SAFETY REQUIREMENTS. ANY EXCAVATED BASED ON AREA NEEDED TO WORK AND TO MEET SAFETY REQUIREMENTS. ANY EXCAVATED BASED ON AREA NEEDED TO WORK AND TO MEET SAFETY REQUIREMENTS. ANY BASED ON AREA NEEDED TO WORK AND TO MEET SAFETY REQUIREMENTS. ANY BASED ON AREA NEEDED TO WORK AND TO MEET SAFETY REQUIREMENTS. ANY ON AREA NEEDED TO WORK AND TO MEET SAFETY REQUIREMENTS. ANY ON AREA NEEDED TO WORK AND TO MEET SAFETY REQUIREMENTS. ANY AREA NEEDED TO WORK AND TO MEET SAFETY REQUIREMENTS. ANY AREA NEEDED TO WORK AND TO MEET SAFETY REQUIREMENTS. ANY NEEDED TO WORK AND TO MEET SAFETY REQUIREMENTS. ANY NEEDED TO WORK AND TO MEET SAFETY REQUIREMENTS. ANY TO WORK AND TO MEET SAFETY REQUIREMENTS. ANY TO WORK AND TO MEET SAFETY REQUIREMENTS. ANY WORK AND TO MEET SAFETY REQUIREMENTS. ANY WORK AND TO MEET SAFETY REQUIREMENTS. ANY AND TO MEET SAFETY REQUIREMENTS. ANY AND TO MEET SAFETY REQUIREMENTS. ANY TO MEET SAFETY REQUIREMENTS. ANY TO MEET SAFETY REQUIREMENTS. ANY MEET SAFETY REQUIREMENTS. ANY MEET SAFETY REQUIREMENTS. ANY SAFETY REQUIREMENTS. ANY SAFETY REQUIREMENTS. ANY REQUIREMENTS. ANY REQUIREMENTS. ANY ANY ANY ANY ADDITIONAL EXCAVATION IS CONSIDERED INCIDENTAL TO THIS PAY ITEM. SEE TYPICAL BACKFILL ENVELOPE SHEET 8. ITEM 208(03) STRUCTURAL EMBANKMENT-BACKFILL MATERIAL: ANY ADDITIONAL EMBANKMENT MATERIAL NEEDED FOR 208(03) STRUCTURAL EMBANKMENT-BACKFILL MATERIAL: ANY ADDITIONAL EMBANKMENT MATERIAL NEEDED FOR 208(03) STRUCTURAL EMBANKMENT-BACKFILL MATERIAL: ANY ADDITIONAL EMBANKMENT MATERIAL NEEDED FOR STRUCTURAL EMBANKMENT-BACKFILL MATERIAL: ANY ADDITIONAL EMBANKMENT MATERIAL NEEDED FOR STRUCTURAL EMBANKMENT-BACKFILL MATERIAL: ANY ADDITIONAL EMBANKMENT MATERIAL NEEDED FOR EMBANKMENT-BACKFILL MATERIAL: ANY ADDITIONAL EMBANKMENT MATERIAL NEEDED FOR EMBANKMENT-BACKFILL MATERIAL: ANY ADDITIONAL EMBANKMENT MATERIAL NEEDED FOR MATERIAL: ANY ADDITIONAL EMBANKMENT MATERIAL NEEDED FOR MATERIAL: ANY ADDITIONAL EMBANKMENT MATERIAL NEEDED FOR ANY ADDITIONAL EMBANKMENT MATERIAL NEEDED FOR ANY ADDITIONAL EMBANKMENT MATERIAL NEEDED FOR ANY ADDITIONAL EMBANKMENT MATERIAL NEEDED FOR ADDITIONAL EMBANKMENT MATERIAL NEEDED FOR ADDITIONAL EMBANKMENT MATERIAL NEEDED FOR EMBANKMENT MATERIAL NEEDED FOR EMBANKMENT MATERIAL NEEDED FOR MATERIAL NEEDED FOR MATERIAL NEEDED FOR NEEDED FOR NEEDED FOR FOR FOR CONSTRUCTION PER CONTRACT SHALL BE COMMERCIAL SOURCE. COMMERCIAL SOURCE SHALL BE CERTIFIED BY FOREST PER CONTRACT SHALL BE COMMERCIAL SOURCE. COMMERCIAL SOURCE SHALL BE CERTIFIED BY FOREST PER CONTRACT SHALL BE COMMERCIAL SOURCE. COMMERCIAL SOURCE SHALL BE CERTIFIED BY FOREST CONTRACT SHALL BE COMMERCIAL SOURCE. COMMERCIAL SOURCE SHALL BE CERTIFIED BY FOREST CONTRACT SHALL BE COMMERCIAL SOURCE. COMMERCIAL SOURCE SHALL BE CERTIFIED BY FOREST SHALL BE COMMERCIAL SOURCE. COMMERCIAL SOURCE SHALL BE CERTIFIED BY FOREST SHALL BE COMMERCIAL SOURCE. COMMERCIAL SOURCE SHALL BE CERTIFIED BY FOREST BE COMMERCIAL SOURCE. COMMERCIAL SOURCE SHALL BE CERTIFIED BY FOREST BE COMMERCIAL SOURCE. COMMERCIAL SOURCE SHALL BE CERTIFIED BY FOREST COMMERCIAL SOURCE. COMMERCIAL SOURCE SHALL BE CERTIFIED BY FOREST COMMERCIAL SOURCE. COMMERCIAL SOURCE SHALL BE CERTIFIED BY FOREST SOURCE. COMMERCIAL SOURCE SHALL BE CERTIFIED BY FOREST SOURCE. COMMERCIAL SOURCE SHALL BE CERTIFIED BY FOREST COMMERCIAL SOURCE SHALL BE CERTIFIED BY FOREST COMMERCIAL SOURCE SHALL BE CERTIFIED BY FOREST COMMERCIAL SOURCE SHALL BE CERTIFIED BY FOREST SOURCE SHALL BE CERTIFIED BY FOREST SOURCE SHALL BE CERTIFIED BY FOREST SHALL BE CERTIFIED BY FOREST SHALL BE CERTIFIED BY FOREST BE CERTIFIED BY FOREST BE CERTIFIED BY FOREST CERTIFIED BY FOREST CERTIFIED BY FOREST BY FOREST BY FOREST FOREST FOREST SERVICE AS WEED FREE. ITEM 251(01) RIPRAP: SALVAGE AND UTILIZE EXISTING RIPRAP FROM EXCAVATED MATERIAL. OBTAIN ADDITIONAL MATERIAL 251(01) RIPRAP: SALVAGE AND UTILIZE EXISTING RIPRAP FROM EXCAVATED MATERIAL. OBTAIN ADDITIONAL MATERIAL 251(01) RIPRAP: SALVAGE AND UTILIZE EXISTING RIPRAP FROM EXCAVATED MATERIAL. OBTAIN ADDITIONAL MATERIAL RIPRAP: SALVAGE AND UTILIZE EXISTING RIPRAP FROM EXCAVATED MATERIAL. OBTAIN ADDITIONAL MATERIAL RIPRAP: SALVAGE AND UTILIZE EXISTING RIPRAP FROM EXCAVATED MATERIAL. OBTAIN ADDITIONAL MATERIAL SALVAGE AND UTILIZE EXISTING RIPRAP FROM EXCAVATED MATERIAL. OBTAIN ADDITIONAL MATERIAL SALVAGE AND UTILIZE EXISTING RIPRAP FROM EXCAVATED MATERIAL. OBTAIN ADDITIONAL MATERIAL AND UTILIZE EXISTING RIPRAP FROM EXCAVATED MATERIAL. OBTAIN ADDITIONAL MATERIAL AND UTILIZE EXISTING RIPRAP FROM EXCAVATED MATERIAL. OBTAIN ADDITIONAL MATERIAL UTILIZE EXISTING RIPRAP FROM EXCAVATED MATERIAL. OBTAIN ADDITIONAL MATERIAL UTILIZE EXISTING RIPRAP FROM EXCAVATED MATERIAL. OBTAIN ADDITIONAL MATERIAL EXISTING RIPRAP FROM EXCAVATED MATERIAL. OBTAIN ADDITIONAL MATERIAL EXISTING RIPRAP FROM EXCAVATED MATERIAL. OBTAIN ADDITIONAL MATERIAL RIPRAP FROM EXCAVATED MATERIAL. OBTAIN ADDITIONAL MATERIAL RIPRAP FROM EXCAVATED MATERIAL. OBTAIN ADDITIONAL MATERIAL FROM EXCAVATED MATERIAL. OBTAIN ADDITIONAL MATERIAL FROM EXCAVATED MATERIAL. OBTAIN ADDITIONAL MATERIAL EXCAVATED MATERIAL. OBTAIN ADDITIONAL MATERIAL EXCAVATED MATERIAL. OBTAIN ADDITIONAL MATERIAL MATERIAL. OBTAIN ADDITIONAL MATERIAL MATERIAL. OBTAIN ADDITIONAL MATERIAL OBTAIN ADDITIONAL MATERIAL OBTAIN ADDITIONAL MATERIAL ADDITIONAL MATERIAL ADDITIONAL MATERIAL MATERIAL MATERIAL FROM APPROVED WEED FREE COMMERCIAL SOURCE. ITEM 301(09) UNTREATED AGGREGATE COURSES: GRADATION A, COMPACTION METHOD B GRADATION A, COMPACTION METHOD B ITEM 603(02) STRUCTURAL PLATE PIPE ARCH: SEE SHEETS 7 & 8 FOR NOTES. SEE SHEETS 7 & 8 FOR NOTES. ITEM 648(03) PLACED CHANNEL ROCK: EXCAVATION TO MEET STREAM BED GRADES AS SHOWN ON THE PLANS IS 648(03) PLACED CHANNEL ROCK: EXCAVATION TO MEET STREAM BED GRADES AS SHOWN ON THE PLANS IS 648(03) PLACED CHANNEL ROCK: EXCAVATION TO MEET STREAM BED GRADES AS SHOWN ON THE PLANS IS PLACED CHANNEL ROCK: EXCAVATION TO MEET STREAM BED GRADES AS SHOWN ON THE PLANS IS PLACED CHANNEL ROCK: EXCAVATION TO MEET STREAM BED GRADES AS SHOWN ON THE PLANS IS CHANNEL ROCK: EXCAVATION TO MEET STREAM BED GRADES AS SHOWN ON THE PLANS IS CHANNEL ROCK: EXCAVATION TO MEET STREAM BED GRADES AS SHOWN ON THE PLANS IS ROCK: EXCAVATION TO MEET STREAM BED GRADES AS SHOWN ON THE PLANS IS ROCK: EXCAVATION TO MEET STREAM BED GRADES AS SHOWN ON THE PLANS IS EXCAVATION TO MEET STREAM BED GRADES AS SHOWN ON THE PLANS IS EXCAVATION TO MEET STREAM BED GRADES AS SHOWN ON THE PLANS IS TO MEET STREAM BED GRADES AS SHOWN ON THE PLANS IS TO MEET STREAM BED GRADES AS SHOWN ON THE PLANS IS MEET STREAM BED GRADES AS SHOWN ON THE PLANS IS MEET STREAM BED GRADES AS SHOWN ON THE PLANS IS STREAM BED GRADES AS SHOWN ON THE PLANS IS STREAM BED GRADES AS SHOWN ON THE PLANS IS BED GRADES AS SHOWN ON THE PLANS IS BED GRADES AS SHOWN ON THE PLANS IS GRADES AS SHOWN ON THE PLANS IS GRADES AS SHOWN ON THE PLANS IS AS SHOWN ON THE PLANS IS AS SHOWN ON THE PLANS IS SHOWN ON THE PLANS IS SHOWN ON THE PLANS IS ON THE PLANS IS ON THE PLANS IS THE PLANS IS THE PLANS IS PLANS IS PLANS IS IS IS CONSIDERED INCIDENTAL TO THIS PAY ITEM.OBTAIN FROM APPROVED, WEED FREE COMMERCIAL SOURCE. QUANTITIES INCIDENTAL TO THIS PAY ITEM.OBTAIN FROM APPROVED, WEED FREE COMMERCIAL SOURCE. QUANTITIES INCIDENTAL TO THIS PAY ITEM.OBTAIN FROM APPROVED, WEED FREE COMMERCIAL SOURCE. QUANTITIES TO THIS PAY ITEM.OBTAIN FROM APPROVED, WEED FREE COMMERCIAL SOURCE. QUANTITIES TO THIS PAY ITEM.OBTAIN FROM APPROVED, WEED FREE COMMERCIAL SOURCE. QUANTITIES THIS PAY ITEM.OBTAIN FROM APPROVED, WEED FREE COMMERCIAL SOURCE. QUANTITIES THIS PAY ITEM.OBTAIN FROM APPROVED, WEED FREE COMMERCIAL SOURCE. QUANTITIES PAY ITEM.OBTAIN FROM APPROVED, WEED FREE COMMERCIAL SOURCE. QUANTITIES PAY ITEM.OBTAIN FROM APPROVED, WEED FREE COMMERCIAL SOURCE. QUANTITIES ITEM.OBTAIN FROM APPROVED, WEED FREE COMMERCIAL SOURCE. QUANTITIES ITEM.OBTAIN FROM APPROVED, WEED FREE COMMERCIAL SOURCE. QUANTITIES FROM APPROVED, WEED FREE COMMERCIAL SOURCE. QUANTITIES FROM APPROVED, WEED FREE COMMERCIAL SOURCE. QUANTITIES APPROVED, WEED FREE COMMERCIAL SOURCE. QUANTITIES APPROVED, WEED FREE COMMERCIAL SOURCE. QUANTITIES WEED FREE COMMERCIAL SOURCE. QUANTITIES WEED FREE COMMERCIAL SOURCE. QUANTITIES FREE COMMERCIAL SOURCE. QUANTITIES FREE COMMERCIAL SOURCE. QUANTITIES COMMERCIAL SOURCE. QUANTITIES COMMERCIAL SOURCE. QUANTITIES SOURCE. QUANTITIES SOURCE. QUANTITIES QUANTITIES QUANTITIES ARE COMPACTED IN-PLACE VOLUMES. ITEM 648(04) STREAMBED SIMULATION MATERIAL: EXCAVATION TO MEET STREAM BED GRADES AS SHOWN ON THE PLANS 648(04) STREAMBED SIMULATION MATERIAL: EXCAVATION TO MEET STREAM BED GRADES AS SHOWN ON THE PLANS 648(04) STREAMBED SIMULATION MATERIAL: EXCAVATION TO MEET STREAM BED GRADES AS SHOWN ON THE PLANS STREAMBED SIMULATION MATERIAL: EXCAVATION TO MEET STREAM BED GRADES AS SHOWN ON THE PLANS STREAMBED SIMULATION MATERIAL: EXCAVATION TO MEET STREAM BED GRADES AS SHOWN ON THE PLANS SIMULATION MATERIAL: EXCAVATION TO MEET STREAM BED GRADES AS SHOWN ON THE PLANS SIMULATION MATERIAL: EXCAVATION TO MEET STREAM BED GRADES AS SHOWN ON THE PLANS MATERIAL: EXCAVATION TO MEET STREAM BED GRADES AS SHOWN ON THE PLANS MATERIAL: EXCAVATION TO MEET STREAM BED GRADES AS SHOWN ON THE PLANS EXCAVATION TO MEET STREAM BED GRADES AS SHOWN ON THE PLANS EXCAVATION TO MEET STREAM BED GRADES AS SHOWN ON THE PLANS TO MEET STREAM BED GRADES AS SHOWN ON THE PLANS TO MEET STREAM BED GRADES AS SHOWN ON THE PLANS MEET STREAM BED GRADES AS SHOWN ON THE PLANS MEET STREAM BED GRADES AS SHOWN ON THE PLANS STREAM BED GRADES AS SHOWN ON THE PLANS STREAM BED GRADES AS SHOWN ON THE PLANS BED GRADES AS SHOWN ON THE PLANS BED GRADES AS SHOWN ON THE PLANS GRADES AS SHOWN ON THE PLANS GRADES AS SHOWN ON THE PLANS AS SHOWN ON THE PLANS AS SHOWN ON THE PLANS SHOWN ON THE PLANS SHOWN ON THE PLANS ON THE PLANS ON THE PLANS THE PLANS THE PLANS PLANS PLANS IS CONSIDERED INCIDENTAL TO THIS PAY ITEM. OBTAIN FROM APPROVED, WEED FREE COMMERCIAL SOURCE. CONSIDERED INCIDENTAL TO THIS PAY ITEM. OBTAIN FROM APPROVED, WEED FREE COMMERCIAL SOURCE. CONSIDERED INCIDENTAL TO THIS PAY ITEM. OBTAIN FROM APPROVED, WEED FREE COMMERCIAL SOURCE. INCIDENTAL TO THIS PAY ITEM. OBTAIN FROM APPROVED, WEED FREE COMMERCIAL SOURCE. INCIDENTAL TO THIS PAY ITEM. OBTAIN FROM APPROVED, WEED FREE COMMERCIAL SOURCE. TO THIS PAY ITEM. OBTAIN FROM APPROVED, WEED FREE COMMERCIAL SOURCE. TO THIS PAY ITEM. OBTAIN FROM APPROVED, WEED FREE COMMERCIAL SOURCE. THIS PAY ITEM. OBTAIN FROM APPROVED, WEED FREE COMMERCIAL SOURCE. THIS PAY ITEM. OBTAIN FROM APPROVED, WEED FREE COMMERCIAL SOURCE. PAY ITEM. OBTAIN FROM APPROVED, WEED FREE COMMERCIAL SOURCE. PAY ITEM. OBTAIN FROM APPROVED, WEED FREE COMMERCIAL SOURCE. ITEM. OBTAIN FROM APPROVED, WEED FREE COMMERCIAL SOURCE. ITEM. OBTAIN FROM APPROVED, WEED FREE COMMERCIAL SOURCE. OBTAIN FROM APPROVED, WEED FREE COMMERCIAL SOURCE. OBTAIN FROM APPROVED, WEED FREE COMMERCIAL SOURCE. OBTAIN FROM APPROVED, WEED FREE COMMERCIAL SOURCE. FROM APPROVED, WEED FREE COMMERCIAL SOURCE. FROM APPROVED, WEED FREE COMMERCIAL SOURCE. APPROVED, WEED FREE COMMERCIAL SOURCE. APPROVED, WEED FREE COMMERCIAL SOURCE. WEED FREE COMMERCIAL SOURCE. WEED FREE COMMERCIAL SOURCE. FREE COMMERCIAL SOURCE. FREE COMMERCIAL SOURCE. COMMERCIAL SOURCE. COMMERCIAL SOURCE. SOURCE. SOURCE. QUANTITIES SHOWN ARE COMPACTED IN PLACE VOLUMES. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE SHOWN ARE COMPACTED IN PLACE VOLUMES. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE SHOWN ARE COMPACTED IN PLACE VOLUMES. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ARE COMPACTED IN PLACE VOLUMES. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ARE COMPACTED IN PLACE VOLUMES. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE COMPACTED IN PLACE VOLUMES. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE COMPACTED IN PLACE VOLUMES. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE IN PLACE VOLUMES. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE IN PLACE VOLUMES. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE PLACE VOLUMES. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE PLACE VOLUMES. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE VOLUMES. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE VOLUMES. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE CONTRACTORS RESPONSIBILITY TO DETERMINE CONTRACTORS RESPONSIBILITY TO DETERMINE CONTRACTORS RESPONSIBILITY TO DETERMINE RESPONSIBILITY TO DETERMINE RESPONSIBILITY TO DETERMINE TO DETERMINE TO DETERMINE DETERMINE DETERMINE THE LOOSE QUANTITIES TO BE HAULED AND PLACED. IF ON SITE MATERIAL IS USED BY THE CONTRACTOR, IT IS LOOSE QUANTITIES TO BE HAULED AND PLACED. IF ON SITE MATERIAL IS USED BY THE CONTRACTOR, IT IS LOOSE QUANTITIES TO BE HAULED AND PLACED. IF ON SITE MATERIAL IS USED BY THE CONTRACTOR, IT IS QUANTITIES TO BE HAULED AND PLACED. IF ON SITE MATERIAL IS USED BY THE CONTRACTOR, IT IS QUANTITIES TO BE HAULED AND PLACED. IF ON SITE MATERIAL IS USED BY THE CONTRACTOR, IT IS TO BE HAULED AND PLACED. IF ON SITE MATERIAL IS USED BY THE CONTRACTOR, IT IS TO BE HAULED AND PLACED. IF ON SITE MATERIAL IS USED BY THE CONTRACTOR, IT IS BE HAULED AND PLACED. IF ON SITE MATERIAL IS USED BY THE CONTRACTOR, IT IS BE HAULED AND PLACED. IF ON SITE MATERIAL IS USED BY THE CONTRACTOR, IT IS HAULED AND PLACED. IF ON SITE MATERIAL IS USED BY THE CONTRACTOR, IT IS HAULED AND PLACED. IF ON SITE MATERIAL IS USED BY THE CONTRACTOR, IT IS AND PLACED. IF ON SITE MATERIAL IS USED BY THE CONTRACTOR, IT IS AND PLACED. IF ON SITE MATERIAL IS USED BY THE CONTRACTOR, IT IS PLACED. IF ON SITE MATERIAL IS USED BY THE CONTRACTOR, IT IS PLACED. IF ON SITE MATERIAL IS USED BY THE CONTRACTOR, IT IS IF ON SITE MATERIAL IS USED BY THE CONTRACTOR, IT IS IF ON SITE MATERIAL IS USED BY THE CONTRACTOR, IT IS IF ON SITE MATERIAL IS USED BY THE CONTRACTOR, IT IS ON SITE MATERIAL IS USED BY THE CONTRACTOR, IT IS ON SITE MATERIAL IS USED BY THE CONTRACTOR, IT IS SITE MATERIAL IS USED BY THE CONTRACTOR, IT IS SITE MATERIAL IS USED BY THE CONTRACTOR, IT IS MATERIAL IS USED BY THE CONTRACTOR, IT IS MATERIAL IS USED BY THE CONTRACTOR, IT IS IS USED BY THE CONTRACTOR, IT IS IS USED BY THE CONTRACTOR, IT IS USED BY THE CONTRACTOR, IT IS USED BY THE CONTRACTOR, IT IS BY THE CONTRACTOR, IT IS BY THE CONTRACTOR, IT IS THE CONTRACTOR, IT IS THE CONTRACTOR, IT IS CONTRACTOR, IT IS CONTRACTOR, IT IS IT IS IT IS IS IS LIKELY THAT ADDITIONAL MATERIAL WILL HAVE TO COME FROM A COMMERCIAL SOURCE TO PRODUCE THE SPECIFIED THAT ADDITIONAL MATERIAL WILL HAVE TO COME FROM A COMMERCIAL SOURCE TO PRODUCE THE SPECIFIED THAT ADDITIONAL MATERIAL WILL HAVE TO COME FROM A COMMERCIAL SOURCE TO PRODUCE THE SPECIFIED ADDITIONAL MATERIAL WILL HAVE TO COME FROM A COMMERCIAL SOURCE TO PRODUCE THE SPECIFIED ADDITIONAL MATERIAL WILL HAVE TO COME FROM A COMMERCIAL SOURCE TO PRODUCE THE SPECIFIED MATERIAL WILL HAVE TO COME FROM A COMMERCIAL SOURCE TO PRODUCE THE SPECIFIED MATERIAL WILL HAVE TO COME FROM A COMMERCIAL SOURCE TO PRODUCE THE SPECIFIED WILL HAVE TO COME FROM A COMMERCIAL SOURCE TO PRODUCE THE SPECIFIED WILL HAVE TO COME FROM A COMMERCIAL SOURCE TO PRODUCE THE SPECIFIED HAVE TO COME FROM A COMMERCIAL SOURCE TO PRODUCE THE SPECIFIED HAVE TO COME FROM A COMMERCIAL SOURCE TO PRODUCE THE SPECIFIED TO COME FROM A COMMERCIAL SOURCE TO PRODUCE THE SPECIFIED TO COME FROM A COMMERCIAL SOURCE TO PRODUCE THE SPECIFIED COME FROM A COMMERCIAL SOURCE TO PRODUCE THE SPECIFIED COME FROM A COMMERCIAL SOURCE TO PRODUCE THE SPECIFIED FROM A COMMERCIAL SOURCE TO PRODUCE THE SPECIFIED FROM A COMMERCIAL SOURCE TO PRODUCE THE SPECIFIED A COMMERCIAL SOURCE TO PRODUCE THE SPECIFIED A COMMERCIAL SOURCE TO PRODUCE THE SPECIFIED COMMERCIAL SOURCE TO PRODUCE THE SPECIFIED COMMERCIAL SOURCE TO PRODUCE THE SPECIFIED SOURCE TO PRODUCE THE SPECIFIED SOURCE TO PRODUCE THE SPECIFIED TO PRODUCE THE SPECIFIED TO PRODUCE THE SPECIFIED PRODUCE THE SPECIFIED PRODUCE THE SPECIFIED THE SPECIFIED THE SPECIFIED SPECIFIED SPECIFIED MATERIAL FOR ITEM 648(04). IT IS THE CONTRACTOR'S RESPONSIBILITY TO PRODUCE THE SPECIFIED MATERIAL AND FOR ITEM 648(04). IT IS THE CONTRACTOR'S RESPONSIBILITY TO PRODUCE THE SPECIFIED MATERIAL AND FOR ITEM 648(04). IT IS THE CONTRACTOR'S RESPONSIBILITY TO PRODUCE THE SPECIFIED MATERIAL AND ITEM 648(04). IT IS THE CONTRACTOR'S RESPONSIBILITY TO PRODUCE THE SPECIFIED MATERIAL AND ITEM 648(04). IT IS THE CONTRACTOR'S RESPONSIBILITY TO PRODUCE THE SPECIFIED MATERIAL AND 648(04). IT IS THE CONTRACTOR'S RESPONSIBILITY TO PRODUCE THE SPECIFIED MATERIAL AND 648(04). IT IS THE CONTRACTOR'S RESPONSIBILITY TO PRODUCE THE SPECIFIED MATERIAL AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO PRODUCE THE SPECIFIED MATERIAL AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO PRODUCE THE SPECIFIED MATERIAL AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO PRODUCE THE SPECIFIED MATERIAL AND IS THE CONTRACTOR'S RESPONSIBILITY TO PRODUCE THE SPECIFIED MATERIAL AND IS THE CONTRACTOR'S RESPONSIBILITY TO PRODUCE THE SPECIFIED MATERIAL AND THE CONTRACTOR'S RESPONSIBILITY TO PRODUCE THE SPECIFIED MATERIAL AND THE CONTRACTOR'S RESPONSIBILITY TO PRODUCE THE SPECIFIED MATERIAL AND CONTRACTOR'S RESPONSIBILITY TO PRODUCE THE SPECIFIED MATERIAL AND CONTRACTOR'S RESPONSIBILITY TO PRODUCE THE SPECIFIED MATERIAL AND RESPONSIBILITY TO PRODUCE THE SPECIFIED MATERIAL AND RESPONSIBILITY TO PRODUCE THE SPECIFIED MATERIAL AND TO PRODUCE THE SPECIFIED MATERIAL AND TO PRODUCE THE SPECIFIED MATERIAL AND PRODUCE THE SPECIFIED MATERIAL AND PRODUCE THE SPECIFIED MATERIAL AND THE SPECIFIED MATERIAL AND THE SPECIFIED MATERIAL AND SPECIFIED MATERIAL AND SPECIFIED MATERIAL AND MATERIAL AND MATERIAL AND AND AND TO DETERMINE THE MOST EFFICIENT MIXTURE OF GOVERNMENT PROVIDED MATERIAL SOURCE AND COMMERCIAL DETERMINE THE MOST EFFICIENT MIXTURE OF GOVERNMENT PROVIDED MATERIAL SOURCE AND COMMERCIAL DETERMINE THE MOST EFFICIENT MIXTURE OF GOVERNMENT PROVIDED MATERIAL SOURCE AND COMMERCIAL THE MOST EFFICIENT MIXTURE OF GOVERNMENT PROVIDED MATERIAL SOURCE AND COMMERCIAL THE MOST EFFICIENT MIXTURE OF GOVERNMENT PROVIDED MATERIAL SOURCE AND COMMERCIAL MOST EFFICIENT MIXTURE OF GOVERNMENT PROVIDED MATERIAL SOURCE AND COMMERCIAL MOST EFFICIENT MIXTURE OF GOVERNMENT PROVIDED MATERIAL SOURCE AND COMMERCIAL EFFICIENT MIXTURE OF GOVERNMENT PROVIDED MATERIAL SOURCE AND COMMERCIAL EFFICIENT MIXTURE OF GOVERNMENT PROVIDED MATERIAL SOURCE AND COMMERCIAL MIXTURE OF GOVERNMENT PROVIDED MATERIAL SOURCE AND COMMERCIAL MIXTURE OF GOVERNMENT PROVIDED MATERIAL SOURCE AND COMMERCIAL OF GOVERNMENT PROVIDED MATERIAL SOURCE AND COMMERCIAL OF GOVERNMENT PROVIDED MATERIAL SOURCE AND COMMERCIAL GOVERNMENT PROVIDED MATERIAL SOURCE AND COMMERCIAL GOVERNMENT PROVIDED MATERIAL SOURCE AND COMMERCIAL PROVIDED MATERIAL SOURCE AND COMMERCIAL PROVIDED MATERIAL SOURCE AND COMMERCIAL MATERIAL SOURCE AND COMMERCIAL MATERIAL SOURCE AND COMMERCIAL SOURCE AND COMMERCIAL SOURCE AND COMMERCIAL AND COMMERCIAL AND COMMERCIAL COMMERCIAL COMMERCIAL SOURCE. SORTING AND SCREENING MAY BE REQUIRED. SORTING AND SCREENING MAY BE REQUIRED.

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