Amendment_A001.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

N/A

PAGE

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE NO. 5. PROJECT NO. (If applicable)

A001 02/14/2019 N/A See Block 10

6. ISSUED BY CODE N/A 7. ADMINISTERED BY (If other than Item 6) CODE N/A

Department of Transportation Federal Highway Administration 610 East Fifth Street Vancouver WA 98661-3801

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and Zip Code) 9A. AMENDMENT OF SOLICITATION NO.

X 69056718B000024

9B. DATED (SEE ITEM 11)

01/24/2019

10A. MODIFICATION OF CONTRACT/ORDER NO.

N/A

10B. DATED (SEE ITEM 13)

CODE: N/A FACILITY CODE: N/A N/A

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

| X | The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

(__ ) is extended, ( x ) is not extended.

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted; or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

N/A

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS,

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A THIS CHANGE ORDER IS ISSUED PURSUANT TO (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER NO. IN

ITEM 10A.

N/A

B THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (Such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

N/A

C THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

N/A D OTHER (Specify type of modification and authority)

N/A E. IMPORTANT: Contractor n/a is not, n/a is required to sign this document and return n/a copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

MT DOT 569(3), North of Moose Creek North, Deer Lodge County, MT See page 2

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15a. NAME AND TITLE OF SIGNER (Type or print) 15a. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

N/A

15B. CONTRACTOR/OFFEROR 15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 16C. DATE SIGNED

BY_________________________________________ BY N/A___________________________ N/A (Signature of person authorized to sign) (Signature of Contracting Officer)

NSN 7540-01-152-8070

PREVIOUS EDITION NOT USABLE

30-105 STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

Amendment No. A001, dated 02/14/2019 MT DOT 569(3) Solicitation No. 69056718B000024 North of Moose Creek North

REVISIONS ARE AS FOLLOWS:

SPECIAL CONTRACT REQUIREMENTS

Page E-15, Subsection 107.12, Professional Archaeologist. Adds requirements.

Pages E-16 through E-17, Subsection 108.01(g). Adds government furnished mapping to be provided.

Page F-3, Subsection 204.05, Conserved Topsoil. Adds average topsoil depth to be conserved.

Page F-7, Subsection 255.01. Adds to the work description.

Page F-8, Subsection 255.03, General. Adds requirements to Subsection.

Page F-9, Subsection 255.07. Adds requirements to Measurement.

Page F-43, Section 602, Culverts and Drains. Adds requirements to Section.

PLANS

Plan Sheet A.1 Revises Plan Section Index.

Plan Sheet A.2 Revises Index to Sheets.

Plan Sheets B.1-B.3 Revises Summary of Quantity Sheets.

Plan Sheet D.1 Adds Footnote for Topsoil Excavation.

Plan Sheet D.3 Deletes culvert callout, and Revises monument callout and Note 1 on Plan.

Plan Sheet D.4-D.5 Revises monument callout and Note 1 on Plan.

Plan Sheet D.7 Revises culvert callouts and Note 1 on Plan.

Plan Sheet D.9 Deletes culvert callouts on plan, and Revises culvert callout on profile.

Plan Sheet D.10 Deletes culvert callout, and Revises Note 1 on Plan.

Plan Sheet D.11 Deletes culvert callouts, and Revises Note 1 on Plan.

Plan Sheet D.12 Revises Slope Stake and Clearing Limit callouts on Plan.

Plan Sheets G.2-G.8 Revises Sheets to Add Missing Stationing and Tick Marks.

Plan Sheet H.1 Revises Requirements and Adds Information.

Plan Sheet J.2 Revises both Tables on Sheet.

Plan Sheet J.5 Revises Quantities Table on Sheet.

Plan Sheet J.6 Revises Detail for Mechanically Stabilized Earth Wall with

Welded Wire Form Face.

Plan Sheet K.1 Revises Tables on Tabulations of Temporary Traffic Control.

Plan Sheet K.7 Revises Temporary Diversion 02 Typical Section.

Plan Sheet K.15a Adds Sheet.

ENCLOSURES

Pages:

E.15 E-16 through E-17 F-3 F-7 F-8 F-9 F-43

Plan Sheets:

A.1 A.2 B.1 through B.3 D.1 D.3 D.4 through D.5 D.7 D.9 D.10 D.11 D.12 G.2 through G.8 H.1 J.2 J.5 J.6 K.1 K.7 K.15a

(Reserved)

E-15 DIVISION 100

Special Contract Requirements Project: MT DOT 569(3), North of Moose Creek North

107.12 Professional Archaeologist. Added Subsection:

Provide a Professional Archaeologist meeting the Secretary of Interior’s Standards to conduct archaeological monitoring where ground disturbing construction activities will be occurring adjacent to all archaeological sites for the following locations:

405+40 to 411+10 RT;

418+25 to 418+55 RT;

419+20 to 421+70 LT;

440+55 to 451+00 RT;

461+95 to 466+40 RT; and 477+35 to 484+00 LT & RT.

After completing ground disturbing activities adjacent to archaeological sites, submit an archaeological monitoring report to the CO following the guidance set forth by Montana State Historic Preservation Office guidelines/standards.

Revised by Amendment A001

E-16 DIVISION 100

Project: MT DOT 569(3), North of Moose Creek North

Section 108. — PROSECUTION AND PROGRESS

09/17/18– FP-14

108.01 Commencement, Prosecution, and Completion of Work. Add the following:

Furnish at least a 48-hour advanced notice before changing the current work schedule. Work schedule changes that include additional shifts require a 14-day advanced notice.

Perform work under this contract according to the following:

(a) Limit work as provided for in Sections 105, 107, and 157.

(b) Limit work as provided for in Subsection 156.07.

(c) Do not continue with construction work beyond operations listed in subsection 107.10(d)(1) until a material source has been identified, all necessary permits and clearances obtained, and is acceptable to the Government according to Section 105;

(d) A preconstruction conference will be held after the contract is awarded and before beginning work. Seven days before the preconstruction conference, furnish three copies of the preliminary work plan according to Section 155;

(e) Do not perform work, except as indicated in (1) through (4) below, October 31, 2019 through April 30, 2020, both dates inclusive for Winter Shutdown. The following work is allowed during the Winter Shutdown:

(1) Mobilization to and from the project;

(2) Survey and staking;

(3) Production of materials at Contractor-located sources; and

(4) Installation of temporary traffic control.

(f) Complete the following work items before October 30th, 2019:

(1) Pay Item 25101-2300, Placed riprap, method B, class 3 at 421+94 (Oregon Creek);

(2) Pay Item 60201-2300, 120-inch pipe culvert at 421+94 (Oregon Creek); and

(3) Pay Item 64704-1700, Mitigation, streambed material at 421+94 (Oregon Creek).

(g) Do not work outside the existing right-of-way until additional right-of-way has been obtained and as directed by the CO for the following locations. Right-of-way is anticipated to be cleared by March 2019:

E-17 DIVISION 100

Project: MT DOT 569(3), North of Moose Creek North

(1) 324+90 to 325+25 LT;

(2) 334+85 to 335+20 LT;

(3) 343+00 to 343+30 LT;

(4) 346+75 to 347+05 LT;

(5) 359+30 to 361+90 LT;

(6) 359+00 to 361+50 RT;

(7) 381+40 to 391+40 LT;

(8) 382+95 to 383+25 RT;

(9) 385+60 to 387+00 RT;

(10) 411+30 to 413+90 RT;

(11) 411+70 to 413+30 LT;

(12) 420+19 to 422+30 RT;

(13) 421+90 to 423+70 LT;

(14) 433+10 to 435+60 LT;

(15) 437+00 to 444+30 LT; and

(16) 452+80 to 453+20 LT.

The government will furnish mapping that contains Right-of-Way and Temporary Construction Easement boundary information.

108.01A Labor. (Added Subsection).

Follow the requirements of FAR Clause 52.222-6 Construction Wage Rate Requirements.

Adjacent or virtually adjacent work sites, as used in FAR Clause 52.222-6, are defined to be work sites within ½ mile of the project. Application of Construction Wage Rate Requirements (Davis-Bacon Act) for work sites beyond ½ mile of the project will be determined by the CO.

Pay rates and zone pay used in the General Wage Decision are based on the “Center of the job.”

The “Center of the job” is considered to be:

(a) The geographic center of the project when construction sites are contiguous; or, F-3 DIVISION 200

Project: MT DOT 569(3), North of Moose Creek North

Section 204. — EXCAVATION AND EMBANKMENT

09/17/18– FP-14

Construction Requirements

204.04 Preparation for Roadway Excavation and Embankment Construction. Add the following:

Subgrade material between 390+00 to 495+00 is moisture susceptible. Complete grading and place compacted base course by the end of each day. Do not expose the subgrade to precipitation.

204.05 Conserved Topsoil. Add the following:

The average depth of topsoil to be conserved is 4-inches. Vary depths as directed by the CO.

204.13 Sloping, Shaping, and Finishing. Delete paragraph (d) and substitute the following:

(d) Finishing. Remove material larger than 6 inches (150 millimeters) from the top 6 inches (150 millimeters) of the roadbed. Remove unsuitable material from the roadbed, and replace it with suitable material.

(1) AMG method. Finish roadbeds that are compacted according to Subsection 204.11(b) and (c) to within ±0.05 foot (±15 millimeters) of the design line and grade.

Finish roadbeds that are compacted according to Subsection 204.11(a) to within ±0.10 foot (±30 millimeters) of the design line and grade. Finish ditch cross-sections to within ±0.10 feet (±30 millimeters) of the design line and grade. Maintain proper ditch drainage.

(2) Conventional survey method. Finish roadbeds that are compacted according to Subsection 204.11(b) and (c) to within ±0.05 foot (±15 millimeters) of the staked line and grade. Finish roadbeds that are compacted according to Subsection 204.11(a) to within ±0.10 foot (±30 millimeters) of the staked line and grade. Finish ditch cross-sections to within ±0.10 feet (±30 millimeters) of the staked line and grade. Maintain proper ditch drainage.

Measurement

204.16 Add the following to paragraph (a)(1)(a):

Use the design volume. The design volume is defined as the bid schedule quantity less any allowance, as shown in the summary of quantities sheet of the plans. This volume is subject to adjustments resulting from changes to slope stakes according to Subsection 152.05(d).

F-7 DIVISION 250

Project: MT DOT 569(3), North of Moose Creek North

Section 255. — MECHANICALLY-STABILIZED

EARTH WALLS

09/17/18– FP-14

Description

255.01 Add the following:

This work also consists of placing temporary asphalt surface.

Material

255.02 Add the following to the material list:

Backfill Material 704.03(a) Clevis connector 720.01(d) Connector bars 720.01(e) Geotextile 714.01 Gabion and revet mattress rock 705.01 Open-Graded Backfill 704.09 Structural wall and stabilized embankment material 720.02(a) Underdrains, sheet drains, and pavement edge drains 605 Painting 563 Wire facing 720.01(b)

Construction Limits

255.03 General. Amend as follows:

Delete the first paragraph and substitute the following:

Verify limits of the wall installation. Do not perform ground disturbing activities at a wall site until the wall installation limits at that site has been verified.

Add the following:

Excavate wall foundations to within 4 inches (100 millimeters) horizontally and vertically from the staked location.

Install reinforcement material to within 2 inches (50 millimeters) vertically from the staked location. At the wall at California Creek, butt the pre-cast concrete wing wall tight against the MSE wall returns for the full height. Ensure wingwall backfill and MSE wall backfill does not have an opening to pipe through.

Do not operate equipment directly on reinforcements. Place a minimum 6-inch layer of noncompacted backfill material on reinforcements before operating equipment over reinforcements. Install and maintain taut and unwrinkled reinforcement layers that are in full contact with underlying surfaces.

Perform work without damaging or deforming MSE wall elements. Before constructing subsequent layers, correct deficiencies on previously constructed layers as directed by the CO.

F-8 DIVISION 250

Project: MT DOT 569(3), North of Moose Creek North

Install wall drainage systems according to Section 605.

Treat all steel products with a weathering agent in accordance with Section 563.

Place 3-inch depth, 24-foot wide temporary asphalt surface level to existing roadway surface prior to Winter Shutdown per subsection 108.01(e) for disturbed area at MSE wall 437+80 to 443+00.

Evaluate asphalt concrete pavement according to 403.

255.04 Wall Erection Delete the first paragraph and substitute the following:

Erect the wall according to the plans. Construct MSE walls to the tolerances shown in Table 255-1.

255.05 Backfilling. Delete the text of this Subsection and substitute the following:

Backfill the stabilized volume, with the specified material, according to Subsection 209.09.

Place select granular backfill material from the back of wall facing fill for a width equal to the length of reinforcing elements plus the additional width shown in the plans. Compact each layer according to Subsection 209.10, except use an acceptable lightweight mechanical or vibratory compactor within 36 inches (900 millimeters) of the wall face.

Where the stabilized volume supports spread footings for bridges or other structural loads, compact the top 5 feet (1.5 meters) to at least 100 percent of the maximum density.

Backfill and compact behind the stabilized volume, with the specified material according to Subsections 209.09 and 209.10. At the end of each workday, slope the last unfinished lift of backfill away from the wall face, and prevent adjacent surface area runoff from impacting the wall construction limits.

Use gabion rock larger than the welded wire opening dimension within 18 inches (450 millimeters) of the wall face. Consolidate gabion rock by rodding or other approved means to produce a uniform, tight gabion rock mass.

255.06 Acceptance. Amend as follows:

Delete the fifth paragraph and substitute the following:

Structure excavation, backfill material, and unclassified borrow will be evaluated under Section 209.

Add the following:

Select granular backfill will be evaluated under Subsections 106.02 and 106.04.

Standard underdrain system and Geocomposite sheet drain system will be evaluated under Section 605.

Weathering Agent will be evaluated under Section 563.

F-9 DIVISION 250

Project: MT DOT 569(3), North of Moose Creek North

Measurement

255.07 Delete the second paragraph and substitute the following:

When measuring mechanically-stabilized earth walls by the square foot (square meter), measure the front face of wall excluding footings and leveling courses.

Do not measure placing temporary asphalt surface.

Delete Table 255-2 and substitute the following:

F-43 DIVISION 600

Project: MT DOT 569(3), North of Moose Creek North

DIVISION 600

INCIDENTAL CONSTRUCTION

Section 602. — CULVERTS AND DRAINS

08/01/14–FP14

Description

602.01Add the following:

This work also consists of furnishing and installing precast concrete box culvert headwall and wingwalls, and placing temporary asphalt surface.

Material

602.02Add the following:

Concrete and Mortar 725.14

Construction Requirements

602.03 General. Add the following:

Place 3-inch depth, 24-foot wide temporary asphalt surface level to existing roadway surface prior to Winter Shutdown per subsection 108.01(e).

Evaluate asphalt concrete pavement according to 403.

602.04 Laying Concrete Pipe and Precast Concrete Box Culverts. Amend as follows:

Delete paragraph (b)(2) and substitute the following:

(2) Align the pipe sections. Force the joints home using the pipe manufacturer’s recommended procedure. Do not drive or ram by hand or machinery.

Delete the last paragraph and substitute the following:

Use supplemental concrete pipe ties when laying concrete pipe in grades 5 percent or steeper.

Install supplemental concrete pipe ties on the last downstream pipe-to-pipe joint and at the downstream pipe-to-end section joint, if present. Block the last day’s run to prevent creep.

Measurement

602.09 Add the following:

Do not measure box culvert precast concrete headwall and wingwall.

Do not measure placing temporary asphalt surface.

INDEX TO SHEETS

A.2

STATE PROJECT

NUMBER

SHEET

I n t_ ft

D c m y fi le s p w p r o d u c ti o n d m t-a b .d g n

MT DOT 569(3)

P

M

F e b r u a r y

K

H a r r is o n

M il le r

C h e c k e d b y

D e s ig n e d b y

Sheet and Description

SECTION C SECTION D SECTION E SECTION F SECTION G SECTION H SECTION J SECTION K SECTION L

TYPICAL

SECTIONS

PLAN &

PROFILE

APPROACH

ROADS

BRIDGE

CONSTRUCTION

DETAILS

EROSION

CONTROL DRAINAGE WALL

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

A001 A0020 15101-0000 MOBILIZATION LPSM ALL

A001 A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

A001 A0060 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15702-1000 SOIL EROSION CONTROL, TEMPORARY DIVERSION

CHANNEL (American Creek) LPSM All ALL

A0140 15702-1000 SOIL EROSION CONTROL, TEMPORARY DIVERSION

CHANNEL (Oregon Creek) LPSM All ALL

A0160 15702-1000 SOIL EROSION CONTROL, TEMPORARY DIVERSION

CHANNEL (California Creek) LPSM All ALL

A0180 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 2,202 48 2,250

A0200 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 26,776 224 27,000

A0220 15705-1600 SOIL EROSION CONTROL, ABSORBENT BOOM LNFT 200 200

A0240 20101-0000 CLEARING AND GRUBBING ACRE 28.3 0.7 29.0

A0260 20301-0700 REMOVAL OF DELINEATOR EACH 10 10

A0280 20301-2400 REMOVAL OF SIGN EACH 1 1

A0300 20302-0700 REMOVAL OF FENCE LNFT 2,379 71 2,450

A0320 20304-2000 REMOVAL OF BRIDGE LPSM All ALL

A0340 20310-1000 PLUG, EXISTING PIPE EACH 1 1

A0360 20401-0000 ROADWAY EXCAVATION CUYD 20,162 838 21,000

A0380 20402-0000 SUBEXCAVATION CUYD 533 27 560

A0400 20403-0000 UNCLASSIFIED BORROW CUYD 21,721 279 22,000

A0420 20701-0300 SEPARATION-STABILIZATION GEOTEXTILE, CLASS

1, TYPE C SQYD 30,736 364 31,100

A0440 20703-2000 GEOGRID, STABILIZATION SQYD 4,750 50 4,800

A0460 20801-0000 STRUCTURE EXCAVATION CUYD 140 140 Contract Quantity

A0480 25101-2300 PLACED RIPRAP, METHOD B, CLASS 3 CUYD 1,188 161 51 1,400

A001 A0500 25501-1000 MECHANICALLY STABILIZED EARTH WALL, WELDED Contract Quantity

WIRE FACE SQFT 7,638 7,638

A0540 30101-2000 AGGREGATE BASE GRADING D TON 45,902 598 46,500

A001 A0560 30202-1000 ROADWAY AGGREGATE, METHOD 1 TON 481 373 146 1,000

A0580 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX,

1/2-INCH OR 3/4-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, 0.3 TO <3 MILLION ESAL TON 8,585 115 8,700

A0640 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 87 87

A0660 40301-0200 ASPHALT CONCRETE PAVEMENT, TYPE 2 TON 210 30 240

A0680 41201-0000 TACK COAT TON 23 23

A0700 55101-2200 STEEL PIPE PILE, IN PLACE (18" diameter x

3/4") LNFT 660 660

Revised by Amendment A001

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES

8-

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Remarks and/or Determination of

Estimated Quantity Pay Item Description Unit

Estimated Quantities c:

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]S he et

STATE PROJECT

B.1DOT 569(3)MT

SHEET

NUMBER

TYPICAL

SECTIONS

PLAN &

PROFILE

APPROACH

ROADS

BRIDGE

CONSTRUCTION

DETAILS

EROSION

CONTROL DRAINAGE WALL

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

A0720 55104-1000 DYNAMIC PILE LOAD TEST EACH 2 2

A0740 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE) CUYD 78 78 Contract Quantity

A0760 55302-3700 PRECAST, PRESTRESSED CONCRETE DECKED BULB Contract Quantity

TEE GIRDER (46") LNFT 491 491

A0780 55401-1000 REINFORCING STEEL LB 4,300 4,300 Contract Quantity

A0800 55401-2000 REINFORCING STEEL, EPOXY COATED LB 4,500 4,500 Contract Quantity

A0820 55601-1100 BRIDGE RAILING, STEEL, TWO RAIL (MDT W740) LNFT 162 162 Contract Quantity

A0840 56401-1000 BEARING DEVICE, ELASTOMERIC EACH 12 12 Contract Quantity

A0860 60201-0600 18-INCH PIPE CULVERT LNFT 26 4 30

A0880 60201-0800 24-INCH PIPE CULVERT LNFT 586 64 650

A0900 60201-0900 30-INCH PIPE CULVERT LNFT 38 6 44

A0920 60201-2300 120-INCH PIPE CULVERT LNFT 160 10 170

A0940 60220-4450 14 FEET SPAN, 8 FEET RISE PRECAST REINFORCED

CONCRETE BOX CULVERT (headwalls and wingwalls) LNFT 106 106

A0960 60704-0000 CLEANING CULVERT IN PLACE EACH 16 16

A0980 61701-1150 GUARDRAIL SYSTEM G3 (type 2, class A, steel posts) LNFT 1,170 1,170

A1000 61702-1100 TERMINAL SECTION, TYPE G3 EACH 6 6

A1020 61707-0000 STRUCTURE TRANSITION RAILING LNFT 205 205 Contract Quantity

A1040 61901-0000 FENCE LNFT 2,583 67 2,650

A1060 61901-0000 FENCE (temporary) LNFT 2,851 49 2,900

A1080 62101-0000 MONUMENT EACH 3 3

A1100 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 40 40

A1120 62201-0600 BACKHOE LOADER, 8 CUBIC FOOT MINIMUM RATED

CAPACITY BUCKET, 30-INCH WIDTH HOUR 40 40

A1140 62301-0000 GENERAL LABOR HOUR 60 60

A1160 62402-0300 FURNISHING AND PLACING TOPSOIL, 4-INCH DEPTH ACRE 6.7 0.3 7.0

A1180 62406-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH ACRE 4.9 4.9

A1200 62501-0000 TURF ESTABLISHMENT ACRE 11.6 0.6 12.2

A1220 62901-1300 ROLLED EROSION CONTROL PRODUCT, TYPE 5.B SQYD 1,272 28 1,300

A1240 63302-0000 SIGN SYSTEM SQFT 6 6 12

A1260 63309-0000 DELINEATOR (Design A) EACH 55 5 60

A1280 63309-0000 DELINEATOR (Design F) EACH 15 5 20

A1300 63313-0000 RUMBLE STRIP LNFT 18,025 90 18,115

A1320 63316-1000 REMOVE AND RESET SIGN EACH 6 6

A1340 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (yellow) LNFT 53,480 120 53,600

A1360 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (white) LNFT 71,310 90 71,400

A1380 63401-0400 PAVEMENT MARKINGS, TYPE B, BROKEN (yellow) LNFT 13,640 60 13,700

A1400 63401-0450 PAVEMENT MARKINGS, TYPE B, DOTTED (white) LNFT 710 10 720

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Revised by Amendment A001 c:

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2)

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of

Estimated Quantity

STATE PROJECT

B.2DOT 569(3)MT

TYPICAL

SECTIONS

PLAN &

PROFILE

APPROACH

ROADS

BRIDGE

CONSTRUCTION

DETAILS

EROSION

CONTROL DRAINAGE WALL

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

A1420 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 4 4

A1440 63502-1050 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER EACH 235 235

A1460 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT

TYPE B EACH 75 75

A1480 63502-2100 TEMPORARY TRAFFIC CONTROL, CRASH CUSHION EACH 2 2

A1500 63502-3100 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL

SYSTEM EACH 1 1

A1520 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

(pinned) LNFT 600 600

A001 A1530 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS LNFT 24 4 28

A1540 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE LNFT 3,880 80 3,960

A001 A1560 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 380 40 420

A1580 63505-1500 TEMPORARY TRAFFIC CONTROL, VEHICLE

POSITIONING GUIDES MILE 6.8 6.8

A1600 63509-1000 TEMPORARY TRAFFIC CONTROL, FLAGGER FXHR 4,800 4,800

A1620 64703-6000 MITIGATION, FISH PASSAGE BOULDER EACH 20 4 24

A1640 64704-1000 MITIGATION, STREAMBED MATERIAL CUYD 431 44 475

A1660 64704-1700 MITIGATION, BANK STABILIZATION CUYD 2,284 46 2,330

A1680 65001-1000 CONSTRUCT AND MAINTAIN DIVERSION 01 LPSM All ALL

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3)

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of

Estimated Quantity

STATE PROJECT

B.3DOT 569(3)MT

QUANTITIES

PLAN AND PROFILE

TABULATION OF

FOOTNOTE:

D.1

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-fa .d g n

MT DOT 569(3)

J a n u a r y

H a r r is

M il

C h e c k e d b y

D e s ig n e d b y

.Quantity based on an average conserved topsoil depth of 4-inches [2]

See Section I for details.[1]

Revised by Amendment A0011

A C

I R

I R

CP

CP

16101

16102

P C

.6

,2

.7

8+0.5000%

+1.500 0%

250' VC

K = 250

+0.5000%

N

MT 56

9 / M

ILL C

REEK ROAD

S e e S e c ti o n H f o r d e ta il s

C le a n in g c u lv e r t in p la c e in c h p ip e c u lv e r t, e x te n d

S e e S e c ti o n H f o r d e ta il s

C le a n in g c u lv e r t in p la c e in c h p ip e c u lv e r t, e x te n d

340+00337+50335+00332+50330+00327+50325+00

6235 6235

6240 6240

6245 6245

6250 6250

6255 6255

6260 6260

6265 6265

6270 6270

6275 6275

D.3

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-fc .d g

MT DOT 569(3)

H a r r is

M il

C h e c k e d b y

D e s ig n e d b y

Curve= C1001

D

R= 1,900.00'

T= 625.36'

L= 1,208.28' e=0.050

S e e S h e e t

H .1 f o r d e ta il s in c h p ip e c u lv e r t, T03N, R12W, Section 36 Revised by Amendment A001 e b r u a r y

Line to be constructed

Existing ground

Profile grade

Slope stake limits

Slope stake limits

Cleaning culvert in place

334+99

Cleaning culvert in place

336+94

Clearing limits

Clearing limits

491 CUYD (Embankment)

4,340 CUYD (Excavation)

NOTE:

1.

See sheet M.1 for details

Temporary traffic contol, plastic fence, 336+00 to 339+15 LT

606 CUYD (Topsoil Excavation)

Monument

329+68

Temporary Construction Easement information.

See Subsection 108.01(g) for Right-of-Way and

IR

IR

IR IR

IR

IR

CP

16103

GPS

A4909

5 6270

S G

B H

P T

.9

,2

.0

+1.500 0%

+0.8000%

500' VC

K = 714

SSD = 1791'

+0.8000%

+0.8000%

N

MT 569 / MILL CREEK ROAD

S e e S e c ti o n H f o r d e ta il s

C le a n in g c u lv e r t in p la c e in c h p ip e c u lv e r t, e x te n d

S e e S e c ti o n H f o r d e ta il s

C le a n in g c u lv e r t in p la c e in c h p ip e c u lv e r t, e x te n d

S e e S e c ti o n H f o r d e ta il s

C le a n in g c u lv e r t in p la c e in c h p ip e c u lv e r t, e x te n d

355+00352+50350+00347+50345+00342+50340+00

6245 6245

6250 6250

6255 6255

6260 6260

6265 6265

6270 6270

6275 6275

6280 6280

6285 6285

D.4

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-fd .d g

H a r r is

M il

C h e c k e d b y

D e s ig n e d b y

T

N , R

W , S e c tio n

T

N , R

W , S e c tio n

Revised by Amendment A001 e b r u a r y

Line to be constructed

Slope stake limits

Slope stake limits

Existing ground

Profile grade

Cleaning culvert in place

343+15

Cleaning culvert in place

346+90

Cleaning culvert in place

351+74

Clearing limits

Clearing limits

544 CUYD (Embankment)

3,300 CUYD (Excavation)

NOTE:

1.

369 CUYD (Topsoil Excavation)

Monument

341+79

GPS

16104

CP

16105

CP

16106

S G

B H

P C

.7

,2

.3

-3.8000%

530' VC

K = 115

SSD = 499'

,2

.7

-3.8000% +3.3

830' VC

K = 116

-3.8000%

+3.3

N

MT 569

/ MILL

CREEK ROAD

S e e S e c ti o n H f o r d e ta il s

C le a n in g c u lv e r t in p la c e in c h p ip e c u lv e r t, e x te n d

370+00367+50365+00362+50360+00357+50355+00

6240 6240

6245 6245

6250 6250

6255 6255

6260 6260

6265 6265

6270 6270

6275 6275

6280 6280

D.5

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-fe .d g

H a r r is

M il

C h e c k e d b y

D e s ig n e d b y

Curve= C1002

D

R= 2,850.00'

T= 668.10'

L= 1,312.51' e=0.040

T0 3N R

W S ec ti on

T0 3N R

W S ec ti on

S e e S e c ti o n H f o r d e ta il s b o x c u lv e r t, p r e c a s t r e in fo r c e d c o n c r e te f e e t s p a n f e e t r is

Revised by Amendment A001 e b r u a r y

Line to be constructed

Slope stake limits

Slope stake limits , R

T

L T

, R

T

, L

T

Cleaning culvert in place

366+48

Profile grade

Existing ground

Clearing limits

Clearing limits

See Section H for details concrete box culvert precaste reinforced

14 feet span, 8 feet rise

360+19

See Section H for details

Method B, Class 3

Placed riprap, See Section M for details

Fence (temporary)

40 CUYD (Embankment) 4,274 CUYD (Embankment) 294 CUYD (Embankment)

3,664 CUYD (Excavation)

NOTE:

1.

Protect monument

430 CUYD (Topsoil Excavation)

Monument

361+44

(typ.)

Wingwall A

Wingwall B

Wingwall C

Wingwall D

RG3091-S

RG3091-R

RG3091-Q

RG3091-P

RG3091-O

RG3091-N

RG3091-M

RG3091-L

RG3091-K

RG3091-J

RG3091-I

RG3091-H

RG3091-G

RG3091-F

RG3091-E

RG3091-D

RG3091-C

RG3091-B

RG3091-A

REBAR LIST (3 of 3)

REBAR LIST (2 of 3)

REBAR LIST (1 of 3)

STRUCTURE TRANSITION RAILING (3 OF 3)

STRUCTURE TRANSITION RAILING (2 OF 3)

STRUCTURE TRANSITION RAILING (1 OF 3)

BRIDGE RAILING DETAILS

BRIDGE RAILING

TYPICAL SECTION/DECK PLAN

P/S GIRDER MISC. DETAILS

P/S GIRDER B THRU E

P/S GIRDER A & F

P/S GIRDER SECTIONS

ABUTMENT WINGWALLS

ABUTMENT ENDWALLS

ABUTMENT CAPS

FOUNDATION PLAN

GENERAL NOTES & ESTIMATE

PLAN & ELEVATION

CP

16109

CP

16108

B17-01

BH

B17-02

BH

SG17-04

BH

,2

.1

-4.1192%

491' VC

K = 96

,2

.7

+1.0000%

,2

.7

+1.0000%

,2

.8

+1.0000%

8.

615' VC

K = 88

6,280

0 +1.0000%

,2

.3

,2

.0

+1.0000%

8.

N

C A

LIFO

R N

IA

C

R E E K

395+00392+50390+00387+50385+00382+50380+00

6240 6275

6245 6280

6250 6285

6255 6290

6260 6295

6265 6300

6270 6305

6275 6310

6280 6315

D.7

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-fg .d g n

MT DOT 569(3)

S e e S e c ti o n H f o r d e ta il s

C le a n in g c u lv e r t in p la c e in c h p ip e c u lv e r t, e x te n d

S e e S e c ti o n H f o r d e ta il s

C le a n in g c u lv e r t in p la c e in c h p ip e c u lv e r t, e x te n d

H a r r is

M il

C h e c k e d b y

D e s ig n e d b y

T03N, R11W, Section 30 Revised by Amendment A001 e b r u a r y

Line to be constructed

Slope stake limits

Slope stake limits

, L

T

3+

, R

T

Existing ground

Cleaning culvert in place

394+55

See Section F for details

California Creek Bridge

385+73.11 to 386+56.11

Existing ground

Profile grade

Clearing limits

Clearing limits

MT 569 / MILL CREEK ROAD

S Structure transition railing

S

T

G

G G T

RT

B Bridge railing, steel, two rail (MDT W740)

SBBSST

LT

RTRTRT

STT

T

RT

BS

LTLT

SB S T T

LTLT

T

RT

See Sheet F.14-16 for details

Structure transition railing, 385+29 to 385+80, RT

See Sheet F.14-16 for details

Structure transition railing, 385+13 to 385+64, LT

See Sheet F.14-16 for details

Structure transition railing, 386+44 to 386+95, LT

See Sheet F.14-16 for details

Structure transition railing, 386+60 to 387+11, RT

See Section F for details

Begin bridge, 385+73.11

LEGEND:

Profile grade

Existing ground

Profile grade

3,819 CUYD (Embankment)

385 CUYD (Excavation) 58 CUYD (Excavation)

Terminal section, type G3

NOTE:

1.

CALIFORNIA CREEK

See Section K for Temporary Road Diversion details

Guardrail system G3 (type 2, class A, steel posts)

84 CUYD (Topsoil Excavation)

See Section J for details welded wire face, Mechanically stabilized earth wall, 386+69.42 to 389+97.42, RT see Section I for details

Terminal Section type G3, 384+63 to 385+13, LT see Section I for details

Terminal Section type G3, 383+95 to 384+45, RT see Section I for details

(type 2, class A, steel posts), Guardrail system G3

384+45 to 385+29, RT see Section I for details

Terminal Section type G3, 390+23 to 390+73, RT see Section I for details

(type 2, class A, steel posts), Guardrail system G3

387+11 to 390+23, RT see Section I for details

Terminal Section type G3, 387+79 to 388+29, LT see Section I for details

(type 2, class A, steel posts), Guardrail system G3

386+95 to 387+79, LT

94 CUYD (Topsoil Excavation) in place

Cleaning culvert

383+11

CP

16112

CP

16113

6375 6375

P T

.0

,3

.2

-0.4000%

-1.7000%

300' VC

K = 231

SSD = 980'

,3

.2

-1.7000%

+4.3

0%

700' VC

K = 116

-0.4000%

N

425+00422+50420+00417+50415+00412+50410+00

6355 6355

6360 6360

6365 6365

6370 6370

6375 6375

6380 6380

6385 6385

6390 6390

6395 6395

D.9

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-fi .d g

H a r r is

M il

C h e c k e d b y

D e s ig n e d b y

T0 3N, R

W , S ec tio n

T0 3N, R

W , S ec tio n

Revised by Amendment A001 e b r u a r y

Slope stake limits

Line to be constructed

Slope stake limits

Cleaning culvert in place

412+05

OREGON

CREEK

Profile grade

Existing ground

MT 569 / MILL CREEK ROAD

Clearing limits

Clearing limits

S e e S e c ti o n H f o r d e ta il s in c h p ip e c u lv e r t, S e e S e c ti o n H f o r d e ta il s in c h p ip e c u lv e r t, S e e S e c ti o n H f o r d e ta il s in c h p ip e c u lv e r t, See Section H for details

120-inch pipe culvert

421+94

See Section H for details

Method B, Class 3

Placed riprap

6,912 CUYD (Embankment)

303 CUYD (Excavation) 92 CUYD (Excavation)26 CUYD (Exc.)

see sheet M.7 for details plastic fence, Temporary traffic control, 418+20 to 418+60 RT see sheet M.7 for details plastic fence, Temporary traffic control, 419+15 to 421+75 LT see sheet M.5-6 for details plastic fence, Temporary traffic control, 405+40 to 411+15 RT

55 CUYD (Topsoil Excavation) 14 CUYD (Topsoil Excavation)8 CUYD (Topsoil Excavation)

1 1

S e e S e c ti o n H f o r d e ta il s in c h p ip e c u lv e r t, e x te n d

16114

GPS

GPS

16115

6390 6395

+4.3

0%

,4

.6

+4.3

0%

6.

385' VC

K = 233

N

440+00437+50435+00432+50430+00427+50425+00

6380 6415

6385 6420

6390 6425

6395 6430

6400 6435

6405 6440

6410 6445

6415 6450

6420 6455

D.10

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-fj .d g

H a r r is

M il

C h e c k e d b y

D e s ig n e d b y

Revised by Amendment A001 e b r u a r y

Line to be constructed

Slope stake limits

Slope stake limits

Existing ground

Profile grade Profile grade

Existing ground

MT 569 / MILL CREEK ROAD

Clearing limits

Clearing limits

T

G T T G

LTLT

S e e s h e e t

H .1 f o r d e ta il s in c h p ip e c u lv e r t, See Section J for details earth wall, welded wire fence

Mechanically stabilized

437+81 to 443+09, LT

Terminal section, type G3

2,280 CUYD (Embankment)

517 CUYD (Excavation)

NOTE:

1.

Guardrail system Type G3 (type 2, class A, steel posts)

T0 3N, R

W , S ec tio n

T

N , R

W , S e c tio n

T0 3N, R

W , S ec tio n

T

N , R

W , S e c tio n

164 CUYD (Topsoil Excavation) see Section I for details

(Type 4, Class B, steel posts), Guardrail system G3

437+36 to 444+26, LT see Section I for details

Terminal Section, type G3, 436+88 to 437+36, LT

IRCP

16116

CP

16117

P C

.4

P T

.6

6.

,4

.6

6.

-2.8000%

850' VC

K = 97

SSD = 457'

-2.8000%

-2.8000%

N

455+00452+50450+00447+50445+00442+50440+00

6450 6465

6455 6470

6460 6475

6465 6480

6470 6485

6475 6490

6480 6495

6485 6500

6490 6505

D.11

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-fk .d g

H a r r is

M il

C h e c k e d b y

D e s ig n e d b y

Curve= C1004

D

R= 3,000.00'

T= 221.01'

L= 441.23' e=0.040

T03N, R11W, Section 20 Revised by Amendment A001 e b r u a r y

Slope stake limits Line to be constructed

Existing ground

Profile grade Profile grade

Existing ground

MT 569 / MILL CREEK ROAD

Clearing limits

Clearing limits

Slope stake limits

TG

LT LT

T

G

T

S e e S e c ti o n I f o r d e ta il s

P la c e d r ip r a p m e th o d A c la s s in c h p ip e c u lv e r t, P lu g e x is ti n g p ip e

Guardrail system G3 (type 2, class A, steel posts)

Terminal section, type G3

1,273 CUYD (Embankment)

354 CUYD (Excavation) 51 CUYD (Excavation)

NOTE:

1.

see sheet M.9-10 for details

Temporary traffic control, plastic fence, 440+30 to 451+00 RT

107 CUYD (Topsoil Excavation) see Section I for details

(type4, class B, steel posts), Guardrail system G3

437+36 to 444+26, LT see Section J for details welded wire fence, Mechanically stabilized earh wall, 437+81 to 443+09, LT see Section I for details

Terminal Section, type G3, 444+26 to 444+76, LT see Section H for details

Placed riprap, method B, class 3, 452+93

S e e S e c ti o n H f o r d e ta il s in c h p ip e c u lv e r t, CP

16118

CP

16119

5 P C

.5

P T

.8

,4

.8

+3.5

0%

650' VC

K = 103

+3.5

0%

,5

.4

+3.5

0%

+1.800 0%

250' VC

K = 147

SSD = 760'

+1.800 0%

+1.800 0%

N

470+00467+50465+00462+50460+00457+50455+00

6460 6485

6465 6490

6470 6495

6475 6500

6480 6505

6485 6510

6490 6515

6495 6520

6500 6525

D.12

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-fl .d g

H a r r is

M il

C h e c k e d b y

D e s ig n e d b y

Curve= C1005

D

R= 1,450.00'

T= 372.51'

L= 729.25' e=0.056

T03N, R11W, Section 20 a n u a r y

Revised by Amendment A001

Existing ground

Profile grade

Slope stake limits

Line to be constructed

Cleaning culvert in place

460+58

Cleaning culvert in place

466+97

Cleaning culvert in place

469+14

Profile grade

Existing ground

Clearing limits

Slope stake limits

S e e S e c ti o n H f o r d e ta il s

C le a n in g c u lv e r t in p la c e in c h p ip e c u lv e r t, e x te n d

S e e S e c ti o n H f o r d e ta il s

C le a n in g c u lv e r t in p la c e in c h p ip e c u lv e r t, e x te n d

S e e S e c ti o n H f o r d e ta il s

C le a n in g c u lv e r t in p la c e in c h p ip e c u lv e r t, e x te n d

DAOR KEERC LLIM / 965 TM

1,622 CUYD (Embankment)

42 CUYD (Excavation) 227 CUYD (Excavation) see sheet M.11 for details plastic fence, Temporary traffic control, 462+00 to 466+50 RT

24 CUYD (Topsoil Excavation) 58 CUYD (Topsoil Excavation)

6225 6230

P C

.6

N

N

314+75 to 340+00

EROSION CONTROL

LEGEND:

50 100050

SCALE IN FEET

G.9 for details)

(See Sheet G.1 for location;

Silt Fence

G.11 for details)

(See Sheet G.1 for location;

Fiber Roll

Ditch area

Ditch line

Waterway

Wetland

Revised by Amendment A001

G.2

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-d b .d g n

MT DOT 569(3)

e b r u a r y

H a r r is

M il

C h e c k e d b y

D e s ig n e d b y

BEGIN PROJECT

Slope stake limits

Slope stake limits

Slope stake limits

Clearing limits

Clearing limits

Clearing limits

Clearing limits

Slope stake limits

314+75

65 6265

P T

.9

P C

.7

340+00 to 370+00

EROSION CONTROL

N N

50 100050

SCALE IN FEET

LEGEND:

G.9 for details)

(See Sheet G.1 for location;

Silt Fence

G.11 for details)

(See Sheet G.1 for location;

Fiber Roll

Ditch area

Ditch line

Waterway

Wetland

Revised by Amendment A001

G.3

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-d c .d g n

MT DOT 569(3)

e b r u a r y

H a r r is

M il

C h e c k e d b y

D e s ig n e d b y

Slope stake limits

Slope stake limits temporary diversion channel

Soil erosion control, 360+50

Clearing limits

Clearing limits

(typ.)

Wingwall A Wingwall C

Wingwall D

0 6275

6325 6330

6340 6345

R A

N G

E C

A T

T L E

P T

.2

370+00 to 400+00

EROSION CONTROL

N

N

50 100050

SCALE IN FEET

LEGEND:

G.9 for details)

(See Sheet G.1 for location;

Silt Fence

G.11 for details)

(See Sheet G.1 for location;

Fiber Roll

Ditch area

Ditch line

Waterway

Wetland

Revised by Amendment A001

G.4

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-d d .d g n

MT DOT 569(3)

e b r u a r y

H a r r is

M il

C h e c k e d b y

D e s ig n e d b y

Slope stake limits

Slope stake limits

Slope stake limits temporary diversion channel

Soil erosion control, 386+12

Clearing limits

Clearing limits

Clearing limits

Absorbant boom

Soil erosion control, 1

6375 6375

P C

.2

P T

.0

400+00 to 430+00

EROSION CONTROL

N

N

50 100050

SCALE IN FEET

LEGEND:

G.9 for details)

(See Sheet G.1 for location;

Silt Fence

G.11 for details)

(See Sheet G.1 for location;

Fiber Roll

Ditch area

Ditch line

Waterway

Wetland

Revised by Amendment A001

G.5

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-d e .d g n

MT DOT 569(3)

e b r u a r y

H a r r is

M il

C h e c k e d b y

D e s ig n e d b y

Slope stake limits

Slope stake limits

Slope stake limits temporary diversion channel

Soil erosion control, 422+30

Clearing limits

Clearing limits

Clearing limits

6475 6480

6475648

P C

.4

P T

.6

P C

.5

430+00 to 460+00

EROSION CONTROL

N N

50 100050

SCALE IN FEET

LEGEND:

G.9 for details)

(See Sheet G.1 for location;

Silt Fence

G.11 for details)

(See Sheet G.1 for location;

Fiber Roll

Ditch area

Ditch line

Waterway

Wetland

Revised by Amendment A001

G.6

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-d f.

d g n

MT DOT 569(3)

e b r u a r y

H a r r is

M il

C h e c k e d b y

D e s ig n e d b y

Slope stake limits

Slope stake limits

Slope stake limits

Slope stake limits

Clearing limits

Clearing limits

Clearing limits

Clearing limits

6500 6

6515 6520

P T

.8

460+00 to 490+00

EROSION CONTROL

N

N

50 100050

SCALE IN FEET

LEGEND:

G.9 for details)

(See Sheet G.1 for location;

Silt Fence

G.11 for details)

(See Sheet G.1 for location;

Fiber Roll

Ditch area

Ditch line

Waterway

Wetland

Revised by Amendment A001

G.7

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-d g .d g n

MT DOT 569(3)

e b r u a r y

H a r r is

M il

C h e c k e d b y

D e s ig n e d b y

Slope stake limits

Slope stake limits

Slope stake limits

Slope stake limits

Clearing limits

Clearing limits

Clearing limits

Clearing limits

M T H

AG

G

IN

490+00 to 495+00

EROSION CONTROL

N

50 100050

SCALE IN FEET

LEGEND:

G.9 for details)

(See Sheet G.1 for location;

Silt Fence

G.11 for details)

(See Sheet G.1 for location;

Fiber Roll

Ditch area

Ditch line

Waterway

Wetland

Revised by Amendment A001

G.8

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-d h .d g n

MT DOT 569(3)

e b r u a r y

H a r r is

M il

C h e c k e d b y

D e s ig n e d b y

Sta.= 493+84.94

Sta.= 494+43.58

Sta.= 494+99.81

Sta.= 494+98.43

END PROJECT

495+00.00

Slope stake limits

Slope stake limits

Clearing limits

Clearing limits

10.4 x 16 20310 -1000

25101 -2300

60201 -0600

60201 -0800

60201 -0900

60201 -2300

60220 -4450

60704 -0000

64704 -1000

64704 -1700

Station

ES

TI

M

A

TE

D M

A X

IM

U M

C O

V

ER

S

TR

U C

TU

R A L

EX

C A V A

TI

O N

PL

U

G

EX

IS

TI

N

G P

IP

E

PL

A C

ED

R

IP

R A P, M

ET

H O

D B

C

LA

S S

-I

N C H

P

IP

E C U

LV

ER

T

-I

N C H

P

IP

E C U

LV

ER

T

-I

N C H

P

IP

E C U

LV

ER

T

0-

IN

C

H P

IP

E

C U

LV

ER

T

F

EE

T

S

PA

N

FE

ET

R

IS

E

PR

EC

A S T

R

EI

N

FO

R

ED

O

N C R

ET

E B O

X C

U

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ER

T

(h ea dw al ls a nd w in gw al ls

C

LE

A N

IN

G

C U

LV

ER

T

IN

P

LA

C E

M

IT

IG

A

TI

O N

S

TR

EA

M

B

ED

TE

R

IA

L

M

IT

IG

A

TI

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B A N

S

TA

B

IL

IZ

A

TI

O N

S K

EW

A N

G

LE

A llo w ab le P ip e

M at er ia l (S ee k ey b el ow

B

EV

EL

S

1V :n

H

B

EV

EL

S

1V :n

H

REMARKS

See below for numbered notes

FEET CUYD EACH CUYD LNFT LNFT LNFT LNFT LNFT EACH CUYD CUYD Lt Rt

325+05 60 C 334+99 10 1 C Extend 336+94 14 1 C Extend 343+15 10 1 C Extend 346+90 10 1 C Extend 351+74 6 1 C Extend 360+19 186 106 261 927 American Creek 366+48 8 1 C Extend 378+27 18 1 C Extend 383+11 22 1 C Extend 386+00 796 604 Californina Creek Bridge 394+55 16 1 C Extend 412+05 32 1 C Extend 415+72 64 C 419+01 66 C 421+94 182 160 170 753 x/A Oregon Creek 433+01 66 C 443+95 62 C 453+00 1 24 88 C 460+58 14 1 C Extend 466+97 16 1 C Extend 469+14 14 1 C Extend 472+24 16 1 C Extend 476+74 22 1 C Extend 488+53 16 1 C Extend

PROJECT TOTAL 0 1 1188 26 586 38 160 106 16 431 2284

Allowable Pipe Material

NOTE: A Aluminum

1. Steel pipe culvert minimum wall thickness required by the Std. 602-1 fill height table. AS Aluminized steel

2. Aluminized steel pipe culvert minimum wall thickness required by the Std. 602-1 fill height table (steel). C Concrete

3. Aluminum pipe culvert minimum wall thickness required by the Std. 602-1 fill height table. GS Galvanized steel

4. See Std. 602-7 for acceptable concrete cell class.

5. Existing culverts to be extended are concrete. (blank) Any appropriate material x/__ Any appropriate material except __

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES

c:

\m yf ile s\ pw _p ro du ct io n\ d0 m t-

3_ ea

.x ls x] S he et 5-

Fe b-

:4

A M

K M ill er

8/

K H ar ri so n 8/

D es ig ne d by

C he ck ed b y:

STATE PROJECT

H.1

SHEET

NUMBER

DOT 569(3)MT

Note: The quantities shown hereon are approximate and are subject to field adjustments.

1 Revised by Amendment A001

386+69.42 TO 389+81.42

REINFORCEMENT FOR

QUANTITIES AND

TABULATION OF MSE WALL

NOTE:

Extend top 2 reinforcement lengths to centerline.

J.2

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-w b .d g n

MT DOT 569(3)

a n u a r y

J e n k s

M o r e h o u

C h e c k e d b y

D e s ig n e d b y

Revised by Amendment A001

1.

437+80 TO 443+00

REINFORCEMENT

QUANTITIES AND

TABULATION OF MSE WALL

NOTE:

J.5

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-w e .d g n

MT DOT 569(3)

e b r u a r y

J e n

M o r e h o u

C h e c k e d b y

D e s ig n e d b y

Extend top 2 reinforcement lengths to centerline.

Revised by Amendment A001

1.

NOTE:

Place 3-inch max layer of open-graded backfill between geogrid reinforcement lap and overlaying geogrid layer to prevent contact between the two layers.

Extend the top course lap to match top course reinforcement length.

Bottom geotextile to cover full length of base reinforcement.

Extend Select granular backfill a minimum 12-inch past reinforcement length.

Apply weathering agent to welded wire only, prior to shipping.

437+80 to 443+00

TYPICAL SECTION FOR

EARTH WALL

MECHANICALLY-STABILIZED

J.6

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d m t-w f.

d g n

MT DOT 569(3)

a n u a r y

J e n

M o r e h o u

C h e c k e d b y

D e s ig n e d b y

Revised by Amendment A001

WITH WELDED WIRE FORM FACE

MECHANICALLY STABILIZED EARTH WALL

LC

W a ll p a y m e n t li m it

Existing ground

Varies

Select granular backfill

Mainline profile grade

Wall excavation

NO SCALE

1:8 BATTER WALL DETAIL

1V:

2H geotextile, class 1, type C

Separation-stabilization

See Section C for details

Pavement structure.

asphalt pavement

Edge of

See Sections D, and I for details

Guardrail, Original ground at wall face

Bottom of leveling pad (BLP)

V a r ie s

6"

(min.)

4' Set back

See wall profiles

Grid length, "L"

Support struts

18" (max.)

12" (min.)

Geotextile wrap

8" (max.)

5" (min.)

18" (min.)

48" min. Geogrid reinforcement lap wire form

Welded

Gabion rock face Select granular backfill

DETAIL

MSE WALL FACING

Geotextile wrap

18" (min.)

1 .5

5.

4.

3.

2.

1.

native conserved excavation

Backfill with

Standard underdrain system class 1, type C geotextile, stabilization

Separation-for Facing Detail

See this sheet

Select granular backfill type III

Reinforcement geogrid, geotextile, class 1, type C

Separation-stabilization type III

Reinforcement geogrid, [1]extend 6" beyond welded wire form facing

Leveling course, select granular backfill, 4' (min.)

Top of wall

Toe of wall m in

1V:

2H see sheet J.10 for details

Rolled Erosion Control Product, type 5.B, reinforcement lengths see sheet J.5 for out of the right embankment surface, extend continously to daylight of the gabion facing rock and horizontally from behind the top geogrid, type III, Place top two reinforcement drain system

Geocomposite sheet

TRAFFIC CONTROL

TABULATIONS OF TEMPORARY

K.1

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-n a .d g n

MT DOT 569(3)

e b r u a r y

.H a r r is

M il

C h e c k e d b y

D e s ig n e d b y

Revised by Amendment A0011

CL

PLAN

TYPICAL SECTION &

TEMPORARY DIVERSION 02

K.7

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-n g .d g n

MT DOT 569(3)

e b r u a r y

H a r r is

M il

C h e c k e d b y

D e s ig n e d b y

TYPICAL SECTION

TEMPORARY DIVERSION 02

437+50 TO 443+50

Revised by Amendment A001

Existing ground

Travel lane

3' 2' 12'

6" compacted depth

Roadway aggregate, method 2 see Section J for details

MSE Wall construciton, Limit of wall excavation

1:

Roadway excavation