Amendment1.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE PAGE OF PAGES

1 1

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

001 04/30/2010

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

North East Acquisition Team Allegheny National Forest 4 Farm Colony Drive Warren, PA 16365

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

AG-4419-S-10-0482

9B. DATED (SEE ITEM 11)

03/19/2010

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in item 14. The hour and date specified for receipt of Offers is extended, 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)

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

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

(X) 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.

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).

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

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return 1 copies to the issuing office.

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

Project – Upper Williams South Road Decommissioning Recovery Project

There are changes to several documents in the solicitation packaage including a new bid schedule. Please use this revised bid schedule when submitting your offer.

Pre-bid meeting attendees and notes are also attached.

Print and sign this amendment and return with your offer.

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) 16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

Melissa Conn

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

04/30/2010 (Signature of person authorized to sign) (Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable

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

Prescribed by GSA

FAR (48 CFR) 53.243

ITEM # DESCRIPTION

METHOD OF

MEASUREMENT

PAY UNIT

ESTIMATED

QUANTITY

UNIT COST TOTAL PRICE

151 MOBILIZATION LSQ LUMP SUM 1

211 RECONTOUR DQ LINEAR FOOT 94

211.01(b) OUTSLOPING DQ LINEAR FOOT 37550

211.01(b) OUTSLOPING WITHOUT DECOMPACTING DQ LINEAR FOOT 17248

211 DECOMPACTION ONLY DQ LINEAR FOOT 635

211.01 (b) RELIEF DIPS (CULVERT AND DITCH RELIEF) DQ EACH 136

211.01 (b) BROADBASE DIPS DQ EACH 20

625 SEED AND MULCH DQ ACRE 38.24

251.04 BARRIER ROCK DQ TON 216

251.05 KEYED RIPRAP DQ SQ FT 1500

TOTAL CONTRACT

BID ===>

LSQ = Lump Sum Quantity DQ = Design Quantity

Schedule of Items

Upper Williams Road Decommissioning (South)

CIM-0921-10EW-381-0921-01

Roads (FR171, FR170, FR437A, FR437B, M-136, WR-27, WR-34, FR999B, M-169, M-171A, M-144, M-132, M-136, M-147)

Project Details

Upper Williams Road Decommissioning (South)

CIM-0921-10EW-381-0921-01

Project Details Page 1 of 5

The governing specifications for this contract, The Standard Specifications for Construction of Roads and

Bridges on Federal Highway Projects, FP-03, USDOT, will be modified in accordance with the following language.

211-ROAD OBLITERATION

Add the following:

Outsloping

In areas requiring outsloping, all road surfaces not being excavated will be decompacted to a minimum of 12 inches. Material from the fill slope will be excavated to obtain the minimum outslope required for each area as identified in the project drawings and associated table. Outsloping will be completed in a manner that results in a gradual transition between the newly established grade and the existing slopes immediately adjacent to the treated areas. Where the natural slope above and below the road corridor is less than the degree of outsloping prescribed for the road (for example, 15%), the final outslope of the road shall match that of the natural grade. If material on site is not sufficient to obtain the outslope prescription, the greatest degree of outsloping that can be attained with the material on site shall be sufficient.

In areas requiring a concave surface, the road will be decompacted and some of the fill removed without being placed on the cut slope, leaving a concave area remaining in the road corridor.

In areas requiring contractor to only decompact the road, the entire road surface will be decompacted, with any ditch or significant low spot filled in to prevent puddling of water.

In areas requiring full recontour, all fill material shall be brought to the cut slope in order to achieve a gradient as close as possible to the natural slope above and below the road. All road surfaces not being excavated will also be decompacted to a minimum of 12 inches. Material will not be brought in to achieve this recontour.

Where two roads intercept, the outsloping at this intersection shall be continuous.

Where roads cross streams, stream channels will be reconstructed to reflect and blend with more natural channel properties (channel width, depth, and gradient) found upstream and downstream from the road crossing. Further direction is provided in the General Notes, Project Drawings, and Road Logs.

All disturbed areas will be seeded and mulched.

Channel Restoration Sites and Stream Crossings

Stream channels will be reconstructed at road crossings to reflect and blend with more natural channel conditions found upstream and downstream of these crossings. This work will conform to direction found in the General Notes, Project Drawings, and Road Logs. All disturbed areas will be seeded and mulched.

Vernal Pool Creation

The Road Logs identify locations where small, shallow vernal pools will be created. Vernal pools will be created by excavating a shallow concave area that spans approximately 75% of the road width, possesses a maximum depth of 18 inches, and has a length as specified in the Road Logs. The area that will function as

Project Details Page 2 of 5 the bottom of the vernal pool will not be decompacted in order to facilitate seasonal puddling of water for various wildlife species.

211.01(b) Relief Dips Ditch Relief Dips

Construct a ditch relief dip across the road prism at the locations indicated in the Road Log and Project

Drawings. These dips will be constructed to transport all water from the existing inside ditch along the road to the downhill (opposite) side of the road prism while the road is in storage. Where road surface gravel exists in the areas to be excavated, gravels will be scraped off and stock-piled during construction of ditch relief dips. Ultimately, stock-piled gravel will be placed as an armoring layer in the bottom (as the priority) and along the lower sides of the completed dips. Spoil material produced during dip excavation will be wasted on the downslope side of the dip in a manner that will be stable. This material must first be used to plug the inside road ditch to prevent water from bypassing the ditch relief dip and continuing down the existing inside road ditch.

Ditch relief dips will be constructed so that that the bottom of the inlet of the dip is approximately 6 inches lower than the bottom of the existing inside road ditch. Ditch relief dips will be oriented at approximately 120 degrees in a downstream direction in relation to the inside road ditch to provide a persistent and smooth transition for water flowing from the existing inside road ditch through the constructed ditch relief dip. Ditch relief dips will be constructed with an outslope gradient of 3-10% across the road. The width will be similar to the width of the existing inside road ditch being relieved. The finished sides of the dip will be at a stable angle that will not exceed a 50% gradient. The depth of the dip will be dictated by its width, outslope gradient, and sideslope gradient. All disturbed areas will be seeded and mulched.

Culvert Relief Dips

Construct a culvert relief dip across the road prism at the locations indicated in the Road Log and Project

Drawings. These dips will be constructed to accept water being routed to a target culvert only if that culvert should plug or otherwise fail while the road is in storage. Culvert relief dips are not intended to intercept water as long as the target culvert is functioning properly.

Culvert relief dips will be positioned close enough to their target culverts to best serve their intended purpose yet be offset from them enough to avoid undermining the stability of these culverts. Where road surface gravel exists in the areas to be excavated, gravel will be scraped off and stock-piled during construction of culvert relief dips. Ultimately, stock-piled gravel will be placed as an armoring layer in the bottom (as the priority) and along the lower sides of the completed dips. Spoil material produced during dip excavation will be used first to plug the inside ditch on the downslope side of the culvert, and secondarily along the downslope side of the dip.

Culvert relief dips will be constructed so that the bottom of the dip at its inlet is between the elevation of the top of the culvert and the middle of the culvert. Culvert relief dips will be constructed with an outslope gradient of 3-10% across the road. The width of these dips will be at least as wide as the diameter of the target culvert. The finished sides of the dips will be at a stable angle that will not exceed a 50% gradient. The depth of culvert relief dips will be dictated by their width, outslope gradient, and sideslope gradient. All disturbed areas will be seeded and mulched.

Project Details Page 3 of 5

Broadbase Dips

Installation: Construct a broadbase dip where the Road Log and Project Drawings specify to Install

Broadbased Dip. Broadbase dips will be constructed to manage surface water drainage along segments of roads that lack inside road ditches while the road is in storage. No additional aggregate or stone will be hauled in for broadbase dip construction; all such materials noted in the typical detail for broadbase dips

(found in Project Drawings) are either available on site or will not be required. Where road surface gravel exists within the construction area for broadbase dips, it will be scraped off and stock-piled during construction and ultimately, placed as the armoring layer (aggregate base) in the completed dips as depicted in typical detail found in Project Drawings. The finished outslope gradient at the deepest part of the broadbase dip (cross-section D in the typical detail for broadbase dips) should be at least 5% to meet the road storage prescription. All disturbed areas will be seeded and mulched.

Improvement: Reshape existing broadbase dip where the Road Log and Project Drawings specify to Improve

Broadbased Dip. Reshaping is needed primarily to accentuate the outslope gradient in the deepest section of the broadbase dip (cross-section D in the typical detail for broadbase dips) to meet the road storage prescription; the finished outslope gradient should be at least 5% at this location. Otherwise, improvements to existing broadbase dips should result in a finished product that resembles the typical detail for broadbase dips found in Project Drawings. No additional aggregate or stone will be hauled in for broadbase dip improvements; all such materials noted in the typical detail for broadbase dips are either available on site or will not be required. Where gravel exists on road surfaces that will be disturbed during broadbase dip improvements, the gravel will be scraped off and stock-piled during improvement activity. Ultimately, this gravel material will be replaced as the armoring layer (aggregate base) in the completed dips as depicted in typical detail found in Project Drawings. All disturbed areas will be seeded and mulched.

Armored Overflow Spillway

Construct an armored overflow spillway at the locations indicated in the Road Log and Project Drawings.

Armored overflow spillways will be constructed across the road, down the fill slope, and back into the stream channel below the stream crossing culvert as shown in the Armored Overflow Spillway Typical (see Project

Drawings). These spillways will serve as the alternate channel for target streams to flow across the road prism in the event that the existing stream crossing culvert should plug or otherwise fail while the road is in storage. Armored overflow spillways are not intended to intercept stream water as long as existing stream crossing culverts are functioning properly.

Armored overflow spillways will be positioned close enough to the target streams to best serve their intended purpose yet be offset enough from the existing stream crossing culverts to avoid undermining the stability of these culverts. These spillways will be constructed so that the bottom of the inlet to the spillway channel is no higher in elevation than the top of the existing stream crossing culvert. The width of the spillway channel will be similar to the width of the existing stream channel above the culvert. The gradient of the spillway channel will be between 3-10% across the road. The finished sides of the spillway channel will be at a stable angle that will not exceed a 50% gradient. The depth of the spillway channel will be dictated by its width, outslope gradient, and sideslope gradient. All disturbed areas will be seeded and mulched.

Where road surface gravel exists in the areas to be excavated, it will be scraped off and stock-piled during construction of the armored overflow spillways. Ultimately, stock-piled gravel may be redistributed on finished surfaces to help armor against erosion. Spoil material produced during construction of the spillway channel will be used first to plug the inside ditch on the downslope side of the spillway channel, and

Project Details Page 4 of 5 secondarily along the downslope side of the spillway channel as it crosses the existing road. The entire overflow spillway channel will be armored with class 4 riprap but this material must be keyed riprap where the constructed channel descends the road fill slope. All disturbed areas will be seeded and mulched.

251- RIPRAP

251.04 Placed Riprap

Barrier Rocks

Boulders will be placed in the locations identified in the Road Logs to help prevent motor vehicle access to roads being treated under this contract. Boulder placement may be directed by the designated contract administrator. Boulders will be approximately 4’ median diameter, be partially buried to inhibit their movement, and be positioned to effectively restrict motor vehicle access (including ATVs). Native rocks may be approved for use if they are available on site and occur within the typical disturbance perimeter of other actions required by this contract.

251.05 Keyed Riprap

Class 4 riprap will be used to stabilize areas requiring keyed riprap. The contract administrator may approve the use of native rock sources if they are available on site and occur within the typical disturbance perimeter of other actions required by this contract.

625 – SEEDING AND MULCHING

625.03 Seeding Season.

Replace with:

Application of seed and mulch will be completed on disturbed areas within seven days of the disturbance.

The seeding season will generally occur between April 15 and October 15.

Project Details Page 5 of 5

625.07 Application Methods for Seed

(a) Dry Method

Seed mixture and application rates are as follows:

SPECIES APPLICATION RATE

Annual Ryegrass (Lolium multiflorum) 20 pounds per acre

Red Fescue (Festuca rubra) 25 pounds per acre

Canada Wild Rye (Elymus canadensis) 6 pounds per acre

Tioga Deer Tongue (Panicum clandestinum) 4 pounds per acre

Partridge Pea (Chamaecrista nictitans or fasciculata) 1 pounds per acre

(b) Hydraulic Method

All rates of application are the same as for the Dry Method.

Add the seed to the water slurry no more than 30 minutes before application. Areas inaccessible to seeding equipment shall be mulched by hand.

625.08 Application Methods for Mulch

(a) Dry Method.

Mulch shall be straw applied at the rate of 3,000 pounds/ac.

(b) Hydraulic Method.

Mulch shall be wood cellulose fiber applied at the rate of 1,500 pounds net dry weight/ac.

If the hydraulic method will be used to apply mulch, straw mulch will be required at the rate of

3,000 pounds/ac for the area within 20 feet on either side of stream channels at stream crossings and channel restoration sites.

General Notes

General Notes Page 1 of 3

Governing Specifications

The Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-

03, USDOT, shall be the governing specifications for this project. The contract documents, details and drawings are the governing provisions applicable to this project.

Project Areas

The project area is located in Pocahontas County, West Virginia approximately 8 miles northwest of

Marlinton in the upper Williams River watershed. This contract involves prescribed road decommissioning and road storage treatments for the following roads on the Marlinton Ranger District of the Monongahela National Forest: FR 171, FR170, FR 437A, FR 437B, M 136, WR 27, WR34, FR

999B, M 169, M 171A, M 144, M 132, M 136, M 147 and all intersecting skid roads.

Project Area Access

Forest Roads 86, FR 216, FR 999, FR 437 and State Route 17/4 provide access to the project area.

Any damages to Forest Service System roads resulting from equipment mobilization must be rehabilitated. Example: damage to existing water bars or rutting of road surfaces must be repaired.

Other Contracts

Contract work shall not interfere with or inhibit work on other contracts in the area.

Grazing Allotments

Road M-171A is accessed by traveling through an active Forest Service grazing allotment. Existing facilities and operations will not be compromised by this contract. Existing facilities, such as allotment fencing, that may indirectly require temporary alteration during the performance of this contract will be restored to a condition that is equal to or better than that which existed prior to the alteration.

Equipment Cleaning

Equipment and vehicles used during the project shall be free of soil, seeds, vegetative debris, or other matter that could contain seeds or plant parts when such equipment arrives on National Forest land.

Any necessary cleaning of equipment and vehicles shall not be conducted on National Forest land.

Waste Sites

No waste sites have been identified for this project. Any excess material will be wasted along the road in conjunction with road obliteration activities.

Decompaction of Road Tread

Existing road tread will be decompacted to a minimum depth of 12 inches. This will be completed in areas of outslope, concave areas and decompaction only areas. The cost for this decompaction will be included in items 211.01(b)- Road Obliteration, and in 211- Decompaction.

Outsloping

In areas requiring outsloping, road will be outsloped to the minimum slope specified (for example, 15%) by removing the road fill material and placing it on the cut slope and inside portion of the road.

This will be completed in a manner that results in a gradual transition between the newly established

General Notes Page 2 of 3 grade and the existing slopes immediately adjacent to the treated areas. Where the natural slope above and below the road corridor is less than the degree of outsloping prescribed for the road, the final outslope of the road shall match that of the natural grade. Roads segments with a full recontour prescription will require similar actions as other outsloping prescriptions except all the road fill material will be removed and placed on the cut slope to achieve a final slope the reflects the natural slope as much as possible. If material on site is not sufficient to obtain the prescribed degree of outsloping or full recontouring, the greatest degree of outsloping that can be attained with the material on site shall be sufficient. No additional material will be brought in to achieve the outslope prescription. Outsloping at the intersections of two or more roads will reflect a continuous outslope of the excavated intersection. Areas requiring a concave crossing are included in this item. Concave crossings will be constructed so that fill will be removed from the outside edge of the road, but will not be deposited on the inside edge, therefore achieving a depression across the entire road corridor.

The excess material from concave crossings will be wasted along an adjacent outsloped area. See

Project Drawings and Project Details for more information.

Channel Restoration Sites

Channels and floodplain areas will be excavated to reflect and blend with more natural conditions found upstream and downstream from the road crossing. See Project Details and Project Drawings for appropriate channel dimensions. The cost for channel crossings will be included in item 211.01(b) of

Road Obliteration actions such as Outsloping and Outsloping without Decompaction.

Stream Crossings

Stream crossings are similar to channel restoration sites, in that they will be excavated to reflect and blend with more natural conditions found upstream and downstream from the road crossing. These are typically smaller than channel restoration sites, and therefore require less excavation. The location and width requirements for stream crossings are identified in the Project Drawings and the Road Log.

The cost for stream crossings will be included in item 211.01(b) of Road Obliteration actions such as

Outsloping and Outsloping without Decompaction.

Relief Drainage Dips

Relief drainage dips will be constructed according to project details. The cost for ditch relief dips, culvert relief dips and overflow spillway will be included in item 211.01(b), Relief Dips. The cost for broad based dips will be included in item 211.01(b), Broadbase Dips. The cost for armoring will be included in item 251.05, Keyed Riprap. The cost for seeding and mulching will be included in item

625, Seed and Mulch.

See Project Details and Project Drawings.

Areas of No Excavation

In areas of no excavation, if ruts develop in the road bed during implementation of this project, they shall be removed. Ruts in this context shall be defined as extending deeper than 2 inches into the road bed and extending for greater than 40 feet.

Removal of Existing Drainage Structures

Existing culverts will be removed from the project area and public land, and will become property of the contractor. The road log identifies the locations of culverts. All culverts encountered in areas of

General Notes Page 3 of 3 outsloping and full recontour shall be removed, even if not specifically identified in road log. The cost for removal shall be included in item 211.01(b) of Road Obliteration actions such as Outsloping and Outsloping without Decompaction.

Removal of Trees and Vegetation

All trees that need to be felled to facilitate road obliteration will be left on site. They will be evenly scattered throughout the final grade or in stream crossings, as directed by contract administrators.

Trees will not be windrowed on the final grade. The contractor will make every effort to avoid disturbing larger trees. The cost for vegetation removal shall be included in item 211.01(b) of Road

Obliteration actions such as Outsloping and Outsloping without Decompaction.

Sediment and Pollution Control

Sediment runoff will be controlled at all stream and water crossings during travel to and from active work site. This may include temporary hay bale placement at outflows.

All equipment shall be equipped with a spill kit in case of fluid leaks or spills. This shall include fluid absorption pads. Any equipment leak or spill shall be reported to contract administrators as soon as possible.

Seeding and Mulching

All disturbed areas shall be seeded and mulched within 7 days of disturbance. Seeding and mulching must be done in a manner that does not leave ruts in or compact the finished grade. See project details for more information.

Barrier Rocks

Boulders will be placed in the locations identified in the Road Logs to help prevent motor vehicle access to roads being treated under this contract. Boulder placement may be directed by the designated contract administrator. Boulders will be approximately 4’ median diameter, be partially buried to inhibit their movement, and be positioned to effectively restrict motor vehicle access

(including ATVs). Native rocks may be used if they are available on site and occur within the typical disturbance perimeter of other actions required by this contract.

Waste Materials

All trash in the project area, whether pre-existing or produced as a by-product of activities required in this contract, shall be removed from National Forest Systems lands and disposed of properly.

Final Grade

The final grade of all excavated areas shall be bucket placed to eliminate the potential for soil compaction or rutted surfaces.

Utilities

It is the responsibility of the contractor to contact MISS UTILITY (1.800.245.4848) before construction begins on this contact to determine the need for special precautions of public utilities.

Project Drawings

Project Drawings Page 1 of 15

OUTSLOPE TYPICAL

(not to scale)

ROAD # TREATMENT START END LENGTH

FR 170 15% Outslope 0+00 42+10 4210

FR 170 40+58A Decompact 0+00 0+82 82

FR 170 40+58A 15% Outslope 0+82 14+50 1368 FR 170 40+58A Decompact Road 14+50 15+08 58

FR 437B 15% Outslope 0+00 8+26 826 FR 437B Decompact Road 8+26 8+80 54 FR 437B 15% Outslope 8+80 20+82 1202

FR 437B

15% Outslope without

Decompaction 20+82 87+50 6668

FR 999B

15% Outslope without

Decompaction 0+00 48+00 4800 FR 999B 15% Outslope 48+00 55+26 726

FR 999B

15% Outslope without

Decompaction 55+26 68+48 1322 FR 171 Decompact Road 0+00 0+66 66 FR 171 15% Outslope 0+66 68+57 6791

FR 171 0+67A 15% Outslope 0+00 5+75 575

M 132 15% Outslope without

Decompaction 0+00 33+65 3365

M 132 9+08A 15% Outslope 0+00 3+76 376

M 132 9+08B 15% Outslope 0+00 10+48 1048

Seeding and Mulching

Decompaction

15% Outslope

Existing Roadbed

Existing

Cut Slope

Existing Fill Slope

Project Drawings Page 2 of 15

OUTSLOPE CONTINUED

ROAD # TREATMENT START END LENGTH

WR 27 15% Outslope 20+00 54+30 3430

WR 34

15% Outslope without decompaction 15+22 26+15 1093

M 144 15% Outslope 0+00 25+72 2572

M 144 4+26A 15% Outslope 0+00 4+00 400

M 147 15% Outslope 0+00 8+45 845

M 147 4+30A 15% Outslope 0+00 4+60 460

M 147 4+60A 15% Outslope 0+00 0+80 80

M 169 15% Outslope 0+00 24+25 2425

M 169 Decompact 24+25 28+00 375

M 169 15% Outslope 28+00 48+15 2015

M 169 Full Recontour 48+15 49+09 94

M 169 2+92A 15% Outslope 0+00 10+40 1040

M169 4+18A 15% Outslope 0+00 13+77 1377

M 171A 15% Outslope 0+00 57+84 5784

Project Drawings Page 3 of 15

CHANNEL RESTORATION SITES TYPICAL

ROAD # START END

APPROX.

CHANNEL

WIDTH (ft)

APPROX.

CHANNEL

DEPTH

(ft)

APPROX.

FLOODPLAIN

WIDTH (ft)

FR 170 41+66 42+10 24 3 35

FR 437B 63+90 64+10 10 2 20

FR 999B 34+40 34+60 12 1 20

FR 999B 40+77 41+07 15 6 30

FR 171 34+17 34+62 30 2 45

FR171 44+82 45+09 18 2 27

FR 171 64+75 64+90 10 2 15

M 132 9+28 9+52 9 1 24

M 169 21+55 21+90 10 0.5 35

M 171A 34+34 35+10 10 .5 29

M 171 A 34+34 35+10 10 1 24

M 171A 44+48 44+90 25 2 42

M 171A 45+94 46+30 14 2 36

M 171A 47+57 47+93 15 1 36

M 171A 50+90 51+21 9 1 31

Channel Width

Floodplain Width

Channel Depth

20’ Mandatory

Straw Mulch

CROSS-SECTIONAL VIEW

Gradient

Existing Road Surface

LONGITUDINAL VIEW

Project Drawings Page 4 of 15

STREAM CROSSINGS TYPICAL DRAWING

ROAD # START

FLAT BOTTOM

WIDTH (ft)

FR 170 0+92 6

FR 170 8+40 8

FR 170 9+24 8

FR 170 9+55 8

FR 170 9+72 10

FR 170 10+13 8

FR 170 10+60 8

FR 170 12+30 8

FR 170 13+14 8

FR 170 14+03 10

FR 170 14+88 10

FR 170 18+75 8

FR 170 22+40 10

FR 170 38+20 8

FR 170 38+40 8

FR 170 39+99 6

FR 170 40+53 3

FR 170 40+58A 4+39 5

FR 170 40+58A 6+80 5

FR 437A 43+42 8

FR 437A 49+41 10

FR 437A 51+90 10

FR437A 62+74 8

FR 437A 69+57 6

FR 437A 71+70 6

FR437A 73+00 5

Channel

Width

Width

Existing

Grade

Natural slope

Natural slope

20’ Mandatory

Straw Mulch

20’ Mandatory

Straw Mulch

Flat Bottom Width

Project Drawings Page 5 of 15

STREAM CROSSINGS CONTINUED

ROAD # START

FLAT BOTTOM

WIDTH (ft)

FR 437B 8+09 10

FR 437B 12+55 12

FR 437B 21+40 12

FR 437B 33+03 10

FR 437B 48+84 6

FR 437B 64+56 5

FR 437B 64+84 5

FR 437B 66+54 5

FR 437B 67+82 4

FR 437B 68+68 6

FR 437B 70+10 6

FR 437B 76+34 6

FR 437B 79+64 4

FR 437B 83+79 6

FR 999B 0+78 4

FR 999B 1+37 4

FR 999B 2+08 4

FR 999B 9+37 5

FR 999B 9+95 5

FR 999B 51+64 6

FR 999B 53+85 4

FR 999B 55+10 8

FR171 7+85 8

FR 171 15+30 8

FR 171 20+88 6

FR 171 22+22 6

FR171 49+00 6

FR171 49+30 5

FR171 50+00 5

FR171 53+00 4

FR 171 63+66 6

FR 171 67+55 5

FR 171 0+67A 1+20 8

M 132 0+18 6 M 132 11+60 3 M 132 22+28 8 M 132 23+06 7 M 132 27+75 10

M 132 9+08B 0+17 8 M 136 19+22 4

WR 27 33+65 6

WR 27 34+59 6

Project Drawings Page 6 of 15

STREAM CROSSINGS CONTINUED

WIDTH (ft)

WR 27 35+51 4

WR 27 35+90 6

WR 34 25+09 4

M 144 8+88 5 M 144 9+41 5 M 144 10+32 6 M 144 11+10 6 M 144 11+52 6 M 144 11+93 4 M 147 2+70 4 M 147 7+00 6 M 169 5+19 13 M 169 7+50 12 M 169 12+02 9 M 169 17+77 10 M 169 20+25 9 M 169 23+97 9 M 169 35+00 10 M 169 35+70 8 M 169 36+79 7 M 169 38+70 4 M 169 40+56 11 M 169 45+43 7 M 169 47+98 7

M 169 2+92A 3+03 7 M 169 2+92A 4+48 10 M 169 2+92A 8+34 8 M 169 24+18A 0+00 12 M 169 24+18A 3+00 10 M 169 24+18A 6+85 11

M 171A 1+13 5 M 171A 1+64 11 M 171A 10+92 25 M 171A 11+60 15 M 171A 17+17 7 M 171A 18+05 9 M 171A 19+78 9 M 171A 20+11 7 M 171A 20+64 6 M 171A 22+33 11 M 171A 28+38 7 M 171A 29+35 8

Project Drawings Page 7 of 15

STREAM CROSSINGS CONTINUED

WIDTH (ft)

M 171A 30+41 8 M 171A 38+53 7 M 171A 38+81 9 M 171A 39+24 8 M 171A 40+77 10 M 171A 41+97 7 M 171A 42+24 10 M 171A 42+53 40 M 171A 43+11 12 M 171A 43+45 40 M 171A 45+65 4 M 171A 50+31 7 M 171A 52+92 10

Project Drawings Page 8 of 15

CULVERT RELIEF DIP TYPICAL

ROAD #

STATION

FR 170 43+45

FR 170 45+43

FR 170 52+90

FR 170 55+40

FR 170 57+11

FR 170 58+77

FR 170 61+55

FR 170 65+83

FR 170 73+93

FR 170 76+22

FR 170 78+60

FR170 81+10

FR 170 82+70

FR 170 84+40

FR 170 88+93

FR 170 92+13

FR 170 94+20

FR 170 97+27

FR 170 99+47

FR437A 36+08

FR437A 53+75

FR437A 54+81

FR437A 60+00

FR437A 60+96

FR437A 61+86

FR437A 64+75

FR437A 65+75

FR437A 70+15

Existing road surface

Road Cut

Existing ditch

Elevation of top of culvert 3-10% slope

Road fill

Cross-section of road surface

Armored < 50% slope

Appox width of inside ditch

Cross-section of Relief Dip

Flow Existing Culvert

120 degrees

Spoil material

Plain View

Project Drawings Page 9 of 15

CULVERT RELIEF DIP

M 136 0+46 M 136 1+35 M 136 2+68 M 136 7+05 M 136 8+57 M 136 10+65 M 136 12+25 M 136 13+65

M 136 14+22 M 136 16+08 M 136 17+75 M 136 18+33 W 34 0+62 W 34 1+92 W 34 3+59 W 34 5+75 W 34 7+37 W 34 9+17

CULVERT RELIEF DIP CONTINUED

Project Drawings Page 10 of 15

DITCH RELIEF DIP TYPICAL

Spoil material

FR 170 42+60

FR 170 43+10

FR 170 43+95

FR 170 44+45

FR 170 44+95

FR 170 45+93

FR 170 46+43

FR 170 46+93

FR 170 47+43

FR 170 47+93

FR 170 48+43

FR 170 48+93

FR 170 49+43

FR 170 49+93

FR 170 50+43

FR 170 50+93

FR 170 51+43

FR 170 51+93

FR 170 52+43

FR 170 53+40

FR 170 53+90

FR 170 54+40

FR 170 54+90

FR 170 55+90

FR 170 56+40

FR 170 56+90

FR 170 57+61

FR 170 58+11

FR 170 59+27

Cross-section of Road Profile Plan View Cross-section at Road Centerline

Approximates width of inside ditch

Armored < 50% slope

Flow

120 degrees

3-10% slope

Existing

Ditch Existing road surface

Road

Cut

Road fill 6” min depth

Project Drawings Page 11 of 15

DITCH RELIEF DIP CONTINUED

STATION #

FR 170 59+77

FR 170 60+27

FR 170 60+77

FR 170 61+27

FR 170 62+05

FR 170 62+55

FR 170 63+05

FR 170 63+55

FR 170 64+05

FR 170 64+55

FR 170 65+05

FR 170 65+55

FR 170 66+33

FR 170 66+83

FR 170 67+33

FR 170 67+83

FR 170 68+33

FR 170 68+83

FR 170 69+33

FR 170 69+83

FR 170 70+33

FR 170 70+83

FR 170 71+33

FR 170 71+83

FR 170 72+33

FR 170 72+83

FR 170 73+33

FR 170 73+83

FR 170 74+43

FR 170 74+93

FR 170 75+43

FR 170 75+93

FR 170 76+72

FR 170 77+22

FR 170 77+72

FR 170 78+22

FR 170 79+10

FR 170 79+60

FR 170 80+10

FR 170 80+60

Project Drawings Page 12 of 15

DITCH RELIEF DIP CONTINUED

ROAD # STATION #

FR 170 81+60

FR 170 82+10

FR 170 82+60

FR 170 83+20

FR 170 83+70

FR 170 84+20

FR 170 84+90

FR 170 85+40

FR 170 85+90

FR 170 86+40

FR 170 86+90

FR 170 87+40

FR 170 87+90

FR 170 88+40

FR 170 89+43

FR 170 89+93

FR 170 90+43

FR 170 90+93

FR 170 91+43

FR 170 91+93

FR 170 92+63

FR 170 93+13

FR 170 93+63

FR 170 94+70

FR 170 95+20

FR 170 95+70

FR 170 96+20

FR 170 96+70

FR 170 97+77

FR 170 98+27

FR 170 98+77

FR 170 99+27

FR 170 99+97

FR 170 100+47

FR 170 100+97

Project Drawings Page 13 of 15

BROADBASE DIP TYPICAL

Project Drawings Page 14 of 15

BROADBASE DIP CONTINUED

ROAD # STATION #

ACTION

FR 437 A 13+14 Improve FR 437 A 20+52 Improve FR 437 A 23+55 Improve FR 437 A 30+45 Improve FR 437 A 32+42 Improve FR 437 A 37+56 Improve FR 437 A 39+15 Improve FR 437 A 41+61 Improve FR 437 A 45+00 Improve FR 437 A 47+48 Improve FR 437 A 56+33 Install FR 437 A 72+44 Install

M 169 24+78 Install M 169 25+28 Install M 169 25+78 Install M 169 26+28 Install M 169 26+78 Install M 169 27+28 Install M 169 27+78 Install

Project Drawings Page 15 of 15

ARMORED OVERFLOW SPILLWAY TYPICAL

FR 437A 49+88

FR 437A 58+63

Road

S tr ea m

F lo w

Culvert

Outlet

Armored Overflow

Spillway road

Amoring

Flat Bottom

Width

<50% slope

Top of culvert

Natural channel Width

Spillway

Cross-Section

Existing road surface

Road Cut

Existing ditch

Elevation of top of culvert 3-10% slope

Road fill

Cross-section of road surface

Plan View

ROAD LOG

Road Log Page 1 of 11

FR 170

0+00 Begin outsloping 0+92 Stream Crossing, 6’ flat bottom 8+40 Stream Crossing, 8’ flat bottom-Remove 24” CMP 9+24 Stream Crossing, 8’ flat bottom 9+55 Stream Crossing, 8’ flat bottom 9+72 Stream Crossing, 10’ flat bottom-Remove 24” CMP 10+13 Stream Crossing, 8’ flat bottom 10+60 Stream Crossing, 8’ flat bottom 11+00 Remove 24” CMP 12+30 Stream Crossing, 8’ flat bottom 13+14 Stream Crossing, 8’ flat bottom 14+03 Stream Crossing, 10’ flat bottom-Remove 24” CMP 14+88 Stream Crossing, 10’ flat bottom-Remove 24” CMP 16+85 Remove 24” CMP 18+75 Stream Crossing, 8’ flat bottom 19+00 Remove 24” CMP 20+60 Remove 24” CMP 22+40 Stream Crossing, 10’ flat bottom-Remove 24” CMP 24+20 Remove 24” CMP 27+00 Remove 24” CMP 31+40 Remove 24” CMP 36+80 Remove 24” CMP 38+20 Stream Crossing, 8’ flat bottom 38+40 Stream Crossing, 8’ flat bottom 39+20 Remove 24” CMP 39+99 Stream Crossing, 6’ flat bottom 40+53 Stream Crossing, 3’ flat bottom 40+58 Skid road intersection, 40+58A

40+58A Road Log 0+00 Decompaction only 0+82 End of decompaction only, begin outsloping 4+39 Stream crossing, 5’ flat bottom 6+80 Stream crossing, 5’ flat bottom 8+52 Skid road intersection -no excavation 14+50 End of outsloping, begin decompaction only 15+08 End of excavation, intersection with FR 170

41+66 Channel Restoration Site-Black Mountain Run. Remove 60’’ CMP and Rock footer (24’ flat bottom, 3’ depth, 35’ flood plain) 42+01 Continue outsloping 42+10 End of outsloping 42+60 Install ditch relief dip 43+10 Install ditch relief dip 43+45 Install culvert relief dip 43+95 Install ditch relief dip 44+45 Install ditch relief dip 44+95 Install ditch relief dip 45+43 Install culvert relief dip 45+93 Install ditch relief dip 46+43 Install ditch relief dip

Road Log Page 2 of 11

46+93 Install ditch relief dip 47+43 Install ditch relief dip 47+93 Install ditch relief dip 48+43 Install ditch relief dip 48+93 Install ditch relief dip 49+43 Install ditch relief dip 49+93 Install ditch relief dip 50+43 Install ditch relief dip 50+93 Install ditch relief dip 51+43 Install ditch relief dip 51+93 Install ditch relief dip 52+43 Install ditch relief dip 52+90 Install culvert relief dip 53+40 Install ditch relief dip 53+90 Install ditch relief dip 54+40 Install ditch relief dip 54+90 Install ditch relief dip 55+40 Install culvert relief dip 55+90 Install ditch relief dip 56+40 Install ditch relief dip 56+90 Install ditch relief dip 57+11 Install culvert relief dip 57+61 Install ditch relief dip 58+11 Install ditch relief dip 58+77 Install culvert relief dip 59+27 Install ditch relief dip 59+77 Install ditch relief dip 60+27 Install ditch relief dip 60+77 Install ditch relief dip 61+27 Install ditch relief dip 61+55 Install culvert relief dip 62+05 Install ditch relief dip 62+55 Install ditch relief dip 63+05 Install ditch relief dip 63+55 Install ditch relief dip 64+05 Install ditch relief dip 64+55 Install ditch relief dip 65+05 Install ditch relief dip 65+55 Install ditch relief dip 65+83 Install culvert relief dip 66+33 Install ditch relief dip 66+83 Install ditch relief dip 67+33 Install ditch relief dip 67+83 Install ditch relief dip 68+33 Install ditch relief dip 68+83 Install ditch relief dip 69+33 Install ditch relief dip 69+83 Install ditch relief dip 70+33 Install ditch relief dip 70+83 Install ditch relief dip 71+33 Install ditch relief dip 71+83 Install ditch relief dip 72+33 Install ditch relief dip

Road Log Page 3 of 11

72+83 Install ditch relief dip 73+33 Install ditch relief dip 73+83 Install ditch relief dip 73+93 Install culvert relief dip 74+43 Install ditch relief dip 74+93 Install ditch relief dip 75+43 Install ditch relief dip 75+93 Install ditch relief dip 76+22 Install culvert relief dip 76+72 Install ditch relief dip 77+22 Install ditch relief dip 77+72 Install ditch relief dip 78+22 Install ditch relief dip 78+60 Install culvert relief dip 79+10 Install ditch relief dip 79+60 Install ditch relief dip 80+10 Install ditch relief dip 80+60 Install ditch relief dip 81+10 Install culvert relief dip 81+60 Install ditch relief dip 82+10 Install ditch relief dip 82+60 Install ditch relief dip 82+70 Install culvert relief dip 83+20 Install ditch relief dip 83+70 Install ditch relief dip 84+20 Install ditch relief dip 84+40 Install culvert relief dip 84+90 Install ditch relief dip 85+40 Install ditch relief dip 85+90 Install ditch relief dip 86+40 Install ditch relief dip 86+90 Install ditch relief dip 87+40 Install ditch relief dip 87+90 Install ditch relief dip 88+40 Install ditch relief dip 88+93 Install culvert relief dip 89+43 Install ditch relief dip 89+93 Install ditch relief dip 90+43 Install ditch relief dip 90+93 Install ditch relief dip 91+43 Install ditch relief dip 91+93 Install ditch relief dip 92+13 Install culvert relief dip 92+63 Install ditch relief dip 93+13 Install ditch relief dip 93+63 Install ditch relief dip 94+20 Install culvert relief dip 94+70 Install ditch relief dip 95+20 Install ditch relief dip 95+70 Install ditch relief dip 96+20 Install ditch relief dip 96+70 Install ditch relief dip 97+27 Install culvert relief dip

Road Log Page 4 of 11

97+77 Install ditch relief dip 98+27 Install ditch relief dip 98+77 Install ditch relief dip 99+27 Install ditch relief dip 99+47 Install culvert relief dip 99+97 Install ditch relief dip 100+47 Install ditch relief dip 100+97 Install ditch relief dip 101+10 Gate 101+85 Intersection with 216A/B

FR 437A

0+00 Beginning of Road 13+14 Improve Broadbase Dip 20+52 Improve Broadbase Dip 23+55 Improve Broadbase Dip 30+45 Improve Broadbase Dip 32+42 Improve Broadbase Dip 36+08 Install Culvert Relief Dip 37+56 Improve Broadbase Dip 39+15 Improve Broadbase Dip 41+61 Improve Broadbase Dip 43+42 Stream Crossing, 8’ flat bottom-Remove CMP 45+00 Improve Broadbase Dip 47+48 Improve Broadbase Dip 49+41 Stream Crossing, 10’ flat bottom-Remove CMP 49+88 Install Armored Overflow Spillway 10’ wide.

51+90 Stream Crossing, 10’ flat bottom-Remove CMP 53+75 Install Culvert Relief Dip 54+81 Install Culvert Relief Dip 56+33 Install Broadbase Dip 58+63 Install Armored Overflow Spillway 10’ wide 60+00 Install Culvert Relief Dip 60+96 Install Culvert Relief Dip 61+86 Install Culvert Relief Dip 62+74 Stream Crossing, 8’ flat bottom, Remove CMP 64+75 Install Culvert Relief Dip 65+75 Install Culvert Relief Dip 66+78 Stream Crossing, 7’ flat bottom, Remove CMP 69+57 Stream Crossing, 6’ flat bottom-Remove CMP 70+15 Install Culvert Relief Dip 71+70 Stream Crossing, 6’ flat bottom-Remove CMP 72+44 Install Broadbase Dip 73+00 Stream Crossing, 5’ flat bottom, Remove CMP 73+15 Place Barrier Rocks (6) according to contract administrator.

73+26 End of Road

Road Log Page 5 of 11

FR 437B

0+00 Begin outsloping 8+09 Stream crossing, 10’ flat bottom 8+26 End outsloping, begin decompaction only 8+80 End decompaction only, continue outsloping 11+44 Skid road intersection-no excavation 12+00 Vernal Pool Creation 12+20 End of vernal pool, continue outsloping 12+55 Stream Crossing, 12’ flat bottom 20+82 End standard outsloping prescription, begin outsloping without decompaction 21+40 Stream Crossing, 12’ flat bottom 33+03 Stream Crossing, 10’ flat bottom 48+84 Stream Crossing, 6’ flat bottom 58+50 Skid road intersection-no excavation 63+10 Skid road intersection-no excavation 63+90 Channel Restoration Site (10’ flat bottom, 2’ depth, 20’ floodplain) 64+56 Stream Crossing, 5’ flat bottom 64+84 Stream crossing, construct as to continue water flowing to previous crossing 66+40 Skid road intersection-no excavation 66+54 Stream Crossing, 5’ flat bottom 67+33 Skid road intersection-no excavation 67+82 Stream Crossing, 4’ flat bottom 68+68 Stream Crossing, 6’ flat bottom 70+10 Stream Crossing, 6’ flat bottom 76+34 Stream Crossing, 6’ flat bottom 79+64 Stream Crossing, 4’ flat bottom 83+79 Stream Crossing, 6’ flat bottom 87+00 Place barrier rocks (6) according to contract administrator.

87+50 End of excavation, intersection with FR 437

FR999B

0+00 Begin outsloping without decompaction 0+78 Stream crossing, 4’ flat bottom 1+37 Stream crossing, 4’ flat bottom 2+08 Stream crossing, 4’ flat bottom 8+88 Channel crossing –slope back banks on both sides 9+37 Stream crossing, 5’ flat bottom 9+95 Stream crossing, 5’ flat bottom 32+92 Remove culvert-16” metal 34+40 Channel Restoration Site (12’ flat bottom, 1’ depth, 20’ floodplain) 35+40 Remove 16” steel pipe 37+82 Remove 16” steel pipe 40+77 Channel Restoration Site (15’ flat bottom, 6’ depth, 30’ flood plain)

Remove washed out culvert 24inch CMP 46+68 Remove culvert-16” metal 48+00 Begin outsloping WITH decompaction 50+27 Remove 16” steel pipe 51+64 Stream crossing, 6’ flat bottom 53+25 Remove 16” steel pipe 53+85 Stream crossing, 4’ flat bottom

Road Log Page 6 of 11

55+10 Stream crossing, 8’ flat bottom 55+26 Begin outsloping without decompaction 56+41 Remove 16” steel pipe 56+42 Skid road intersection-no excavation 59+29 Remove 16” steel pipe 60+30 Skid Road Intersection-no excavation 62+24 Remove 16” steel pipe 65+36 Remove 16” steel pipe 68+05 Place barrier rocks (6) according to contract administrator.

68+48 End-Intersection with FR999

FR 171

0+00 Begin decompaction only 0+66 End of decompaction, begin Outsloping 0+67 Skid road intersection, 0+67A

0+67A Road Log 0+00 Begin Outsloping 1+20 Stream Crossing, 8’ flat bottom 1+48 Outlet from Stream Crossing angled across road 5+75 End of excavation, intersection with FR 171

2+98 Vernal pool creation 3+18 End of vernal pool, continue outsloping 4+00 Skid Road Intersection-no excavation 7+85 Stream crossing, 8’ flat bottom 15+30 Stream Crossing, 8’ flat bottom 17+00 Skid Road Intersection-no excavation 20+88 Stream Crossing, 6’ flat bottom 22+22 Stream Crossing, 6’ flat bottom 34+17 Channel Restoration Site (30’ flat bottom, 2’ depth, 45’ floodplain) 43+32 Vernal pool creation 43+52 End of vernal pool, continue outsloping 44+82 Channel Restoration Site ( 18’ flat bottom, 2’ depth, 27’ floodplain) Remove 60” CMP and concrete footers 49+00 Stream crossing, 6’ flat bottom, remove 18” CMP 49+30 Stream crossing, 5’ flat bottom 50+00 Stream crossing, 5’ flat bottom, Remove 18” CMP 52+40 Remove 18” CMP 53+00 Stream crossing, 4’ flat bottom 55+55 Remove 18” CMP 58+46 Remove 18” CMP 60+66 Remove 18” CMP 63+66 Stream Crossing, 6’ flat bottom-Remove 18” CMP 64+75 Channel Restoration Site (10’ flat bottom, 2’ depth, 15’ floodplain)-Remove 18” CMP 67+55 Stream Crossing, 5’ flat bottom-Remove 18” CMP 68+00 Place barrier rocks (6) according to Contact Administrator 68+28 Remove 18” CMP 68+57 Remove Existing Gate, end of excavation

Road Log Page 7 of 11

M-132 0+00 Begin outsloping without decompaction 0+18 Stream crossing, 6’ flat bottom 9+08 Skid road intersection on cut slope, 9+08A

9+08A Road Log 0+00 Begin outsloping 3+17 Intersection with 9+08B on cut slope 3+76 End of excavation, intersection with M-132.

9+08B Road Log 0+00 Begin outsloping

0+17 Stream crossing, 8’ flat bottom. Slope back both banks 9+20 Road turns 90 degrees to south 10+48 End of excavation, intersection with 9+08A.

9+28 Channel Restoration Site (9’ flat bottom, 1’ depth, 24’ floodplain) 11+60 Stream crossing, 3’ flat bottom 22+28 Stream crossing, 8’ flat bottom 23+06 Stream crossing, 7’ flat bottom 27+75 Stream crossing, 10’ flat bottom 32+95 Place barrier rocks (6 at 3’ medium diameter) 33+65 End of excavation, intersection with FR216.

M-136, WR-27, WR-34

M-136 Road Log 0+00 Reshape berm 0+46 Install culvert relief dip 0+50 Place barrier rocks (6) according to contract administrator 1+35 Install culvert relief dip 2+68 Install culvert relief dip 7+05 Install culvert relief dip 8+57 Install culvert relief dip 10+65 Install culvert relief dip 12+25 Install culvert relief dip 13+65 Install culvert relief dip 14+22 Install culvert relief dip 16+08 Install culvert relief dip 17+75 Install culvert relief dip 18+33 Install culvert relief dip 19+22 Stream crossing, 4’ flat bottom 20+00 End of road M-136, becomes WR-27

WR-27 Road Log 20+00 Begin outsloping 26+00 Skid road intersection on fill slope-no excavation 33+65 Stream crossing, 6’ flat bottom 34+59 Stream crossing, 6’ flat bottom

Road Log Page 8 of 11

35+51 Stream crossing, 4’ flat bottom 35+90 Stream crossing, 6’ flat bottom 38+33 Skid road intersection-no excavation 39+70 Skid road intersection-no excavation 47+15 Skid road intersection on cut slope-no excavation Skid road intersection on fill slope-no excavation 54+30 End just before channel

WR-34 Road Log 0+00 Reshape berm 0+50 Place barrier rocks (6) according to contract administrator 0+62 Install culvert relief dip 1+92 Install culvert relief dip 3+59 Install culvert relief dip 5+75 Install culvert relief dip 7+37 Install culvert relief dip 9+17 Install culvert relief dip 10+39 Install ditch relief dip 15+22 Begin outsloping without decompaction 16+00 Skid road intersection-no excavation 16+30 Skid road intersection-no excavation 25+09 Stream Crossing, 4’ flat bottom 26+15 End at channel slope bank back (same channel as WR-27 station 54+30)

M-144 0+00 Begin outsloping 4+26 Skid road intersection, 4+26A

4+26A Road Log 0+00 Begin Outsloping 4+00 End of excavation, intersection with M-144

4+63 Skid road intersection -no excavation 8+88 Stream Crossing, 5’ flat bottom 9+41 Stream Crossing, 5’ flat bottom 10+32 Stream Crossing, 6’ flat bottom 11+10 Stream Crossing, 40’ flat bottom 20+37 Skid road intersection-no excavation 25+50 Place barrier rocks (6) according to Contract Administrator 25+72 End of excavation, intersection with FR999.

M-147

2+70 Stream Crossing, 4’ flat bottom 4+30 Skid road intersection, 4+30A

4+30A Road Log

Road Log Page 9 of 11

3+38 Skid road intersection-no excavation 4+00 Skid road intersection-short entrance-no excavation 4+60 End of excavation, intersection with M-147

4+60 Skid road intersection, 4+60A

4+60A Road Log

0+00 Begin outsloping 0+80 End of excavation, intersection with M-147

5+20 Skid road intersection 4+30A (at 4+00) outslope and decompaction first 50 feet 7+00 Stream crossing, 6’ flat bottom 8+05 Place barrier rocks (6) according to Contract Administrator 8+45 End of excavation, intersection with FR999

Road Log Page 10 of 11

M-169 0+00 Begin outsloping 2+92 Skid road intersection on cut slope, 2+92A

2+92A Road Log 0+00 Begin outsloping 3+03 Stream crossing, 7’ flat bottom 4+48 Stream crossing, 10’ flat bottom 8+34 Stream crossing, 8’ flat bottom 10+40 End of excavation, intersection with M-169

5+19 Stream crossing, 13’ flat bottom 7+50 Stream crossing, 12’ flat bottom 12+02 Stream crossing, 9’ flat bottom 17+77 Stream crossing, 10’ flat bottom 20+25 Stream crossing, 9’ flat bottom 21+55 Channel Restoration Site (10’ flat bottom, 0.5’ depth, 35’ floodplain) 22+75 Vernal pool creation 23+03 End of vernal pool, continue outsloping 23+97 Stream crossing, 9’ flat bottom 24+18 Skid road intersection on fill slope, 24+18A

24+18A Road Log 0+00 Stream crossing, 12’ flat bottom 0+32 Begin outsloping 3+00 Stream crossing, 10’ flat bottom 6+85 Stream crossing, 11’ flat bottom 13+77 End of excavation, intersection with M-169

24+25 End of outsloping, begin decompact only 24+78 Install Broadbase dip 25+28 Install Broadbase dip 25+78 Install Broadbase dip 26+28 Install Broadbase dip 26+78 Install Broadbase dip 27+28 Install Broadbase dip 27+78 Install Broadbase dip 28+00 End of decompact only, continue outsloping 34+54 Landing on cut slope-no excavation, leave as opening 35+00 Stream crossing, 10’ flat bottom 35+70 Stream crossing for seep, 8’ flat bottom.