Project_Plans.pdf

PDF 2 MB Posted

Attached to
Telephone Pit Aggregate Crushing Federal contract opportunity
Solicitation number
129AC719Q0025
Issued by
Department of Agriculture Forest Service R5-Pacific Southwest Region

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File Type Posted
WD_CA190007,_Rev_4_dated_05.03.2019.pdf PDF
129AC719Q0025-0002.pdf PDF
Q&A_Version_2_-_05.16.19.docx DOCX document
Q&A_Version_1_-_04.30.19.docx DOCX document
129AC719Q0025-0001.pdf PDF
Supplemental_Specifications.pdf PDF
129AC719Q0025.pdf PDF
WD_CA190007.pdf PDF
Standard_Specification_List.pdf PDF

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APPROVED FOR TECHNICAL ADEQUACY:

DATE

DESIGNED BY:

NAME TITLE DATE

SHEET NO. SHEET TITLE

TITLE SHEET / PROJECT SITE

TELEPHONE FLAT PIT PLAN

GATE DETAILS

GATE DETAILS CONTINUED

SUMMARY OF QUANTITIES

NAME TITLE

KLAMATH

FALLS

ALTURAS

SUMMARY OF WORK

LAVA

BEDS

MODOC

NATIONAL

FOREST

TELEPHONE FLAT VICINITY MAP

Roads Engineer 3/1/2019

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FOREST SERVICE - REGION 5

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UNITED STATES DEPARTMENT OF AGRICULTURE

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MODOC NATIONAL FOREST

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DOUBLEHEAD RANGER DISTRICT

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MODOC COUNTY

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TELEPHONE FLAT AGGREGATE CRUSHING

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TELEPHONE FLAT PIT

Unit/Region : National Forest: District: Project Name : Sheet Name: Sheet Number :

USDA Forest Service - R5 Modoc Doublehead Telephone Flat Aggregate Crushing Telephone Flat Vicinity Map 2

TELEPHONE FLAT PIT

USDA Forest Service - R5 Modoc Doublehead Telephone Flat Aggregate Crushing Telephone Flat Pit Plan 3

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CROSS SECTION A - A

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EXISTING PIT DEVELOPMENT

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CROSS SECTION B - B

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EXTENDED PIT DEVELOPMENT

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STOCKPILE AREA

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EXISTING DEVELOPMENT PIT

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ACCESS FROM COUNTY ROAD 97

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GATE INSTALLATION

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TELEPHONE FLAT PIT DEVELOPMENT AREA

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EXTENDED PIT DEVELOPMENT

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AutoCAD SHX Text B

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N

USDA Forest Service - R5 Modoc Doublehead Telephone Flat Aggregate Crushing Gate Details 4

AutoCAD SHX Text 3'-0" min. typical

AutoCAD SHX Text 12" min.

AutoCAD SHX Text 4"

AutoCAD SHX Text 2'-10"

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1/2" WIDE RING CUT

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FROM 4" PIPE

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AutoCAD SHX Text 1/4"

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4" 0 PIPE

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#4 REINFORCING BAR

AutoCAD SHX Text 8" LONG (typical)

AutoCAD SHX Text CONC. POST BASE (typical)

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5/16" 0 X 1 1/4" CADMIUM PLATED

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BOLTS W/ WASHERS & NUTS.

AutoCAD SHX Text 2 ea FOR EACH SIGN OR PLANEL

AutoCAD SHX Text 2'-6" min.

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 1'-3"

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14'-0" (VARIABLE)

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2 1/2" 0 PIPE

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3" 0 PIPE

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AutoCAD SHX Text 3/4" min.

AutoCAD SHX Text 1/4"

AutoCAD SHX Text 9'-0"

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5'-0" (VARIABLE)

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THREAD END OF 4" 0 PIPE

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TO RECEIVE 4" PIPE CAP

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HEIGHT OF 3" 0 PIPE POST AS REQUIRED

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TO MAKE HORIZONTAL GATE MEMBER

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LEVEL (PROVIDE SECOND POST & LOCK

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BOX FOR OPEN POSITION).

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3" 0 PIPE

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GROUND LINE

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LOCKING BOX ASSEMBLY (SEE

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DETAIL "A-A")

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MATERIAL LIST FOR SINGLE LANE ROAD GATE

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QUANTITY DESCRIPTION

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1 GATE ARM AND ARM EXTENSION

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1 HINGE POST "A" WITH PIPE CAP

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2 LOCKING POSTS "B" WITH LOCKING BOX ASSEMBLY

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2 8" X 24" BARRICADE (BM-R24) MARKERS

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1. MARKING SHALL BE ALTERNATE WHITE & RED STRIPS (SLOPING

AutoCAD SHX Text DOWNWARD AT AN ANGLE OF 45%%d IN THE DIRECTION TRAFFIC IS TO PASS).

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2. ALL WELDING SHALL BE DONE IN CONFORMANCE WITH THE LATEST

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EDITION OF THE AMERICAN WELDING SOCIETY SPECIFICATION FOR

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WELDED HIGHWAY & RAILWAY BRIDGES.

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3. WELDS SHALL BE SEALED WITH PRIMER.

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4. CONCRETE SHALL MEET THE REQUIREMENTS AS SPECIFIED IN STANDARD

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SPECIFICATION SECTION 601 (MINOR CONCRETE STRUCTURES).

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5. GATE MARKING SHALL BE REFLECTORIZED OR ILLUMINATED AS STATED IN

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MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.

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6. GATE, GATE POSTS & ADJACENT WELDED MEMBERS SHALL BE PAINTED

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WITH FLAT BLACK RUST-RESISTANT TYPE PAINT, APPROVED BY THE

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FOREST SERVICE.

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NOTES:

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ROAD

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CLOSED

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1 10" X 18" ROAD CLOSED SIGN (FR11-2-20)

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1 CU. YD. CONCRETE TO EMBED 3 POSTS

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TYPE 2 OBJECT MARKERS (YELLOW)

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TYPE 2 OBJECT MARKERS (YELLOW)

AutoCAD SHX Text 6"

AutoCAD SHX Text C

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APPROX. CENTERLINE OF ROAD

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GATE INSTALLATION DETAILS

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(ROAD CLOSURE)

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BARRICADE MARKER (BOTH SIDES)

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1 1/4 " X 5/16" BOLTS

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(SEE DETAILS "B-B")

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DETAIL VIEW "B-B"

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(SPOT WELD CAP)

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BARRICADE MARKER AND/OR

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CLOSURE SIGN.

AutoCAD SHX Text 2'-6"

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PIPE

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7. PROPOSALS FOR ALTERNATE GATE DESIGNS MAY BE APPROVED BY THE

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U.S. FOREST SERVICE.

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ON BOTH SIDE OF POST

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ON BOTH SIDE OF POST

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2 8" X 24" BARRICADE (BM-L24) MARKERS

6 TYPE II OBJECT MARKERS (YELLOW)

USDA Forest Service - R5 Modoc Doublehead Telephone Flat Aggregate Crushing Gate Details 5

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1/2" 0 HOLE FOR FOREST

AutoCAD SHX Text R= 1 1/2"

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AutoCAD SHX Text 8 1/2"

AutoCAD SHX Text 1/4"

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SERVICE PADLOCK

AutoCAD SHX Text 5 1/16"

AutoCAD SHX Text R= 3 5/16"

AutoCAD SHX Text R= 1 3/4"

AutoCAD SHX Text 4"

AutoCAD SHX Text 3/4"

AutoCAD SHX Text 1 5/16"

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2" 0 PIPE

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SHOULDER OF ROAD

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LOCKING POST "B"

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SHOULDER OF ROAD

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LOCKING POST "B"

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TRAVELED WAY

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VARIES 12' TO 20'

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6" 0 PIPE LOCK BOX

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AutoCAD SHX Text 1/4"

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OPEN POSITION

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HINGE POST "A"

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CLOSED POSITION

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ROAD

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CLOSED

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LOCKING BOX ASSEMBLY

AutoCAD SHX Text 6"

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TYPE 2 OBJECT MARKERS

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ROAD CLOSED SIGN

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2" 0 PIPE

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CUT FROM 3/8" STEEL PLATE

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(NO SCALE)

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ROAD CLOSURE SIGN

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(FR11-2-20)

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AutoCAD SHX Text 24"

AutoCAD SHX Text 8"

AutoCAD SHX Text 1'-8"

AutoCAD SHX Text 10"

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BARRICADE MARKER

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SERIES C BLACK LETTERS ON WHITE

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REFLECTORIZED BACK-GROUND WITH

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BLACK BORDER.

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ALTERNATE REFLECTORIZED HIGH

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VISIBILITY RED AND WHITE STRIPS.

AutoCAD SHX Text 45%%D

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(DETAIL VIEW "A-A")

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6" 0 PIPE LOCK BOX

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BARRICADE MARKER

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(NO SCALE)

ON BOTH SIDES OF POST

USDA Forest Service - R5 Modoc Doublehead Telephone Flat Aggregate Crushing Summary of Quantities 6

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SUMMARY OF QUANTITIES

AutoCAD SHX Text Refer to the Standard Specifications for Construction and Bridges on Federal Highway Projects / FP -14 US Customary Units

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ITEM NO.

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DESCRIPTION

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PAY ITEM

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ESTIMATED QUANTITIES

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REMARKS

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BASE

AutoCAD SHX Text 15101

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LUMP SUM

AutoCAD SHX Text Stockpiled Aggregate, inch minus34 inch minus

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AutoCAD SHX Text Furnish and transport crushing equipment to Telephone Flat Project Site

AutoCAD SHX Text 31402A

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TON

AutoCAD SHX Text 15,000

AutoCAD SHX Text Crush, produce, and stockpile Class II Aggregate ( inch minus)34 inch minus)

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OPTION 1

AutoCAD SHX Text 31402A

AutoCAD SHX Text Stockpiled Aggregate, inch minus34 inch minus

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TON

AutoCAD SHX Text 1*

AutoCAD SHX Text Crush, produce, and stockpile Class II Aggregate ( inch minus)34 inch minus)

AutoCAD SHX Text Additional Crushing Production

AutoCAD SHX Text Initial Crushing Production

AutoCAD SHX Text 61902

AutoCAD SHX Text Gate, Type B

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EACH

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AutoCAD SHX Text Install Gate on National Forest Service Road 44B17A that provides access to the Telephone Flat Pit.

AutoCAD SHX Text 31402B

AutoCAD SHX Text Stockpiled Aggregate, 1- inch minus12 inch minus

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TON

AutoCAD SHX Text 1*

AutoCAD SHX Text Crush, produce, and stockpile Class II Aggregate (1- inch minus)12 inch minus)

AutoCAD SHX Text 31402C

AutoCAD SHX Text Stockpiled Aggregate, Class II Riprap

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TON

AutoCAD SHX Text 1*

AutoCAD SHX Text Crush, produce, and stockpile Class II Riprap

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OPTION 2

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OPTION 3

AutoCAD SHX Text Additional Crushing Production

AutoCAD SHX Text Additional Crushing Production

* Estimated Quantity for Additional Crushing is cost per ton. Contract Quantity will be determined when options are Estimated Quantity for Additional Crushing is cost per ton. Contract Quantity will be determined when options are exercised.

USDA Forest Service - R5 Modoc Doublehead Telephone Flat Aggregate Crushing Summary of Work 7

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SUMMARY OF WORK

AutoCAD SHX Text INITIAL BASE WORK CONSISTS OF DEVELOPING, CRUSHING, AND STOCKPILING 15,000 TONS OF CLASS II AGGREGATE ( INCH MINUS) FROM A GOVERNMENT PROVIDED SOURCE 34 INCH MINUS) FROM A GOVERNMENT PROVIDED SOURCE (TELEPHONE FLAT PIT). INSTALLATION OF A METAL GATE ON 44B17A TO LIMIT ACCESS TO THE TELEPHONE FLAT PIT. OPTIONAL WORK CONSISTS OF THE FOLLOWING: ADDITIONAL DEVELOPING, CRUSHING, AND STOCKPILING OF CLASS II AGGREGATE( INCH 34 INCH MINUS AND 1-1/2 INCH MINUS) AND CLASS II RIPRAP FROM TELEPHONE FLAT PIT BASED ON COST PER TON.

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GENERAL NOTES

REFER TO APPLICABLE SECTIONS OF "STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS," (FP-14) AND ATTACHED FOREST SERVICE FP-14 SUPPLEMENTAL SPECS (FSSS) FOR CONTRACT SPECIFICATIONS. A PLAN OF OPERATIONS WILL BE REQUIRED ACCORDING TO FP-14 AND FSSS SECTION 105. AGGREGATE COURSE MATERIAL SHALL COMPLY WITH SECTION 703.05 OF THE ATTACHED FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS (FSSS). CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING A QUALITY CONTROL PLAN TO ASSURE THAT THE MATERIALS MEET SPECIFICATIONS. CONTRACTOR WILL BE REQUIRED TO LEAVE RESIDUAL SLOPES AT 1:1 OR FLATTER AFTER CRUSHING OPERATIONS.

Sheets and Views
Aggregate Crushing Contract Design-Cover Page
Aggregate Crushing Contract Design-Telephone Flat Plan View
Aggregate Crushing Contract Design-Telephone Flat Pit Plan
Aggregate Crushing Contract Design-Gate Installation Details
Aggregate Crushing Contract Design-Gate Installation Details (2)
Aggregate Crushing Contract Design-Summary of Quantities
Aggregate Crushing Contract Design-Summary of Work

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