AG-82B1-S-10-0329 SPS_ARRA_NON_ERFO_CENTRAL.pdf

IPNF SPECIAL PROJECT SPECIFICATION

NON-ERFO FLOOD REPAIR-CENTRAL

101.02 Delete in its entirety and substitute the following:

Pay Items & Pay Units

"& .......................................... And

AC .......................................... Acre

AL. ......................................... Aluminum

ASP......................................... Asphalt

AVAIL.................................... Available

BARR ..................................... Barrier

BKN ....................................... Broken

BST......................................... Bituminous Surface Treatment

CATTLEGD ........................... Cattleguard

CLEAR (CLG) ....................... Clearing

CLEAR/GRUB ....................... Clearing & Grubbing

CMP ....................................... Corrugated Metal Pipe

COMP ..................................... Compaction

CONC ..................................... Concrete

CONST ................................... Construction (Construct)

CTD ........................................ Coated (Coating)

CUSH ..................................... Cushion

CY (CU YD) ........................... Cubic Yard

CY MI (CYM) ........................ Cubic Yard Mile

DIA ......................................... Diameter

DL .......................................... Double Lane

DWGS .................................... Drawings

EA .......................................... Each

EMB ....................................... Embankment

EXC ........................................ Excavation

F&I ......................................... Furnish & Install

FDN ........................................ Foundation

FT ........................................... Foot (Feet)

FUNC ..................................... Function

GAL ........................................ Gallon

GR. ......................................... Grade

GRUB ..................................... Grubbing

HDPE ..................................... High Density Polyethylene

HOR ....................................... Horizontal

HR .......................................... Hour

HT .......................................... Height

I .............................................. Install

IN ............................................ Inches

INCL....................................... Including (Includes)

IND ........................................ Individual

JCT ......................................... Junction

L ............................................. Logs

LBS......................................... Pounds

LDG ........................................ Loading

LF (LIN FT ............................. Linear (lineal) Foot

LS ………………………….. Lump Sum

LT ………………………….. Left

MAT'L ................................... Material

M ............................................ Metal

MAX ...................................... Maximum

MBF ....................................... One Thousand Feet Board Measure

MGALS.................................. One Thousand Gallons

MHD ...................................... Method

MI ......................................... Mile

MIN ........................................ Minimum

MISC ...................................... Miscellaneous

MP .......................................... Mile Post

MSF ...................................... One Thousand Square Feet

OTBC ..................................... Open Top Box Culvert

P M ......................................... Placement Method

PVC ........................................ Polyvinylchloride

RD .......................................... Road

RECOND ............................... Reconditioning

RECONST ............................. Reconstruction (Reconstruct)

REFL ...................................... Reflectorized

RT .......................................... Right

STMP (STP) ........................... Stump(s)

SB .......................................... Self Balance

SEC ........................................ Section

SF ........................................... Square Foot (Feet)

SL ........................................... Single Lane

SLD ....................................... Solid

ST ........................................... Slash Treatment

STA ....................................... Station (100 Feet)

STA YD ................................. Station Yard

STL ....................................... Steel

STR (STRUC) ........................ Structural

SY (SQ YD) ........................... Square Yard

SZ ........................................... Size

T&L ....................................... Tops & Limbs

TBR ........................................ Timber

TH .......................................... Thickness

TM ......................................... Ton Mile

TO .......................................... Turnout

TOL ........................................ Turnout Left

TOR ....................................... Turnout right

TRS ........................................ Trees

UOT ....................................... Utilization of timber

VERT ..................................... Vertical

W............................................ Width

W/ .......................................... With

W/O ....................................... Without

X-SEC .................................... Cross Section

YD .......................................... Yard

F04 – SPS 101 –1 (03/01/10 )

REGIONAL SPECIAL PROJECT SPECIFICATION

Section 102 - Definitions

Add the following:

"Noxious Weeds or Weeds. Any exotic plant species established or that may be introduced in the State which may render land unfit for agriculture, forestry, livestock, wildlife, or other beneficial uses and which is designated by the State's Department of

Agriculture, or by the County's weed management district, or by other appropriate agencies having jurisdiction, or as listed on the current "All States Noxious Weed List."

Shop Drawings. Incidental design sheets and/or drawings which the Contractor is required to submit to the Forest Service. Shop drawings shall conform to the contract requirements, but they are not part of the contract drawings. They may be drawings, diagrams, schedules, performance charts, brochures, and similar data prepared by the

Contractor, subcontractor, manufacturer, suppliers, or distributors that illustrate how specific portions of the work are to be fabricated or installed.

Weed Management District. A weed management district is any area of land identified for the purpose of weed management or control. Such an identified land area may be, but is not limited to one of the following: a project or job site, a County, two or more

Counties, or a National Forest."

R01-85 SPS 102-1 (4/96)

SPECIAL PROJECT SPECIFICATION

Section 104 - Maintenance for Traffic

104.01 Add the following section:

Roads To Be

Constructed "Project roads may be closed by the Contractor in accordance with the closure table below. The Contractor shall notify the Contracting Officer a minimum of fourteen (14) days prior to any road closures or scheduled delays. The Contractor must open the road as rapidly as possible to allow passage of emergency vehicles."

Road Closure Table

Road # 796 & #807

Time Periods Maximum Delays

Monday – Friday (6:00 a.m. – 6:00 p.m.) -------------------- Closed

Monday – Friday (6:00 p.m. – 6:00 a.m.)* ------------------ Open to Traffic

Weekends – (Sat. & Sun) and Holidays *-------------------- Open to Traffic

Roads # 209 and #612

Time Periods Maximum Delays

Monday – Friday (8:00 a.m. – 4:00 p.m.) -------------------- 3 Hours

Monday – Friday (4:00 p.m. – 8:00 a.m.)* ------------------ Open to Traffic

Weekends – (Sat. & Sun) and Holidays *-------------------- Open to Traffic

*Exceptions:

No road closures allowed the Friday before Memorial Day is observed, the day before Independence Day (July 4), and the Friday before Labor Day.

104.03 Add the following to this section:

Construction

Signs "At a minimum, the Construction Sign Plan as SHOWN ON THE DRAWINGS, indicates the anticipated signing during construction activities. These signs shall be furnished and installed by the Contractor as staked or directed by the

Contracting Officer. The Contractor shall have the responsibility for furnishing, installing, maintaining and removing construction warning signs in conformance with the latest revision of the Manual of Uniform Traffic Control Devices. Signs shall be covered or removed when not necessary to warn of hazards. Install

“Road Closed” signs at major road junctions either side of each work site so as to provide road users adequate warning of the road closure. Additional signs shall be furnished, installed and maintained by the Contractor where appropriate, to provide for the safe passage of public traffic."

SPS 104-1 (03/01/10)

MEASUREMENT

104.04 Add the following:

Method

“The method of measurement, as described in Section 106, will be

DESIGNATED IN THE SCHEDULE OF ITEMS.”

PAYMENT

104.05 Add the following:

Basis

“Construction signing, posts and maintenance of construction signs under this section shall be considered subsidiary to Pay Item 601 - Mobilization and no separate payment shall be made.”

SPS 104-2 (03/01/10)

Section 106 - Measurement & Payment

106.03

Units of Under "(a) Cubic Yard, " add the following:

Measurement

"(4) Material, Compacted in Place. The measurement computed using measurements of material in the compacted state on the project. Statistically random measurements of length, depth, and width for computation of quantities shall be made along the project when Actual Quantities are shown on the

SCHEDULE OF ITEMS."

Add the following to the end of this section:

“(j) Lump Sum. The quantities that denote one complete unit of work as required by or described in the contract, including necessary materials, equipment, and labor to complete the job.”

106.04

Methods of Add the following:

Measurement

"The Variation of Quantity Clause does not apply to items paid for on a Designed

Quantity (DQ) or Lump Sum Quantity (LSQ) basis."

SPS106-1 (03/01/10)

Section 201 - Clearing and Grubbing

DESCRIPTION

201.02 Replace (a) with:

Clearing and "(a) Undisturbed stumps outside the roadway or in embankment areas, provided

Grubbing they do not extend more than 1-foot above the original ground nor closer than 1-foot to the finished subgrade and do not interfere with the placement or compaction of embankments."

"(c) Stable trees up to 6 inches in diameter and uncut vegetation less than 3 feet in height and less than 3 inches in diameter within the clearing limits but beyond the roadway that do not interfere with visibility."

Delete the first sentence of the fifth paragraph and replace with the following:

"Trees within the clearing limits may be felled outside the area being cleared."

201.03 Add the following to the first paragraph after the first sentence:

Utilization of Timber "All merchantable logs 6 inches in diameter or greater on the small end with a length equal to or greater than 9 feet shall be cut and decked in standard commercial lengths not to exceed 33 feet.

201.05

Slash

Treatment (b) Specific Methods.

Delete (4) Scattering and replace with the following:

"(4.1) Scattering

(FELL OUTSIDE CLEARING LIMITS AND SCATTER)

In the area SHOWN ON THE DRAWINGS, right-of-way timber may be felled outside the clearing limits. Tops and limbs cut from merchantable trees and unmerchantable material may be left outside the clearing limits. Construction slash remaining within the clearing limits shall be scattered on embankments or outside the clearing limits without damaging standing trees. Logs and stumps shall be placed away from the trees, positioned so they will not roll, and shall not be placed on top of one another.

Construction slash shall be limbed and scattered to reduce slash concentration.”

SPS 201 – 1 (03/01/10)

201.06 Add the following:

“Items not shown in the SCHEDULE OF ITEMS will not be measured.”

SPS 201 – 2 (03/01/10)

Section 201B – Clearing and Brushing

201B.01 This work shall consist of removing limbs, residual slash, brush, small trees and

Work shoulder stumps between, or obtruding into, the designated clearing limits. The clearing limits shall be AS SHOWN ON THE DRAWINGS. Clearing areas shall include turnouts.

CONSTRUCTION

201B.02 All brush and small trees (6 inches diameter, or less, at the point of cut) shall be cut off

Clearing & no higher than 4 inches above ground level (6 inches for machine brushing). Should

Brushing rocks or other obstructions be encountered, the cutting height shall be no higher than 6 inches above the obstruction. Limbs overhanging the roadbed shall be removed to a height of 10 feet above the road surface.

201B.03 Windfalls lying within or across the brushing limits shall be cut off at a horizontal

Windfalls distance of 10 feet from the outside edge of each shoulder or at the clearing limit, whichever is least. Cut windfall material shall be disposed of as slash.

201B.04 Stumps in the roadbed or on the fill slope if not grubbed out shall be cut off 12 inches

Stumps below the finished subgrade. Grubbed stumps over 12 inches in diameter are to be reduced to pieces less than 12 inches, measured in any direction across the cut face.

201B.05 No clearing debris shall be deposited in the traveled way and/or ditches of

Road adjoining roads.

Junctions

201B.06 All slash and stumps, or pieces of stumps, shall be scattered outside the clearing limits

Slash without damaging residual trees. Slash shall be defined as any material cut that has a

Treatment length greater than 36 inches with a diameter greater than 3 inches at any point. No material shall be deposited in streams, streambeds, culvert inlets or outlets, or drainage ways.

201B.07 The method of measurement, described in Section 106, will be DESIGNATED in the

Method SCHEDULE OF ITEMS.

Linear measurements will be horizontal along the road centerline.

Quantities will be the number of miles (or stations) and fractions thereof along the road centerline, regardless of the amount of work required.

F04-SPS 201B-1 (03/01/10)

201B.08 The accepted quantities will be paid for at the contract unit price for each pay item shown

Basis in the SCHEDULE OF ITEMS.

Payment will be made under:

Pay Item Pay Unit

201B(01) Clearing and Brushing . . . . . . . . . . . . . . . . . . . . Mile

201B(02) Clearing and Brushing . . . . . . . . . . . . . . . . . . . . Sta.

F04-SPS 201B-2 (03/01/10)

Section 202 - Removal of Structures and Obstructions

202.01 Add the following to the first paragraph:

Performance

“Removal of metal pipe in live streams shall be done between July 15 and

October 1, unless otherwise approved by the Contracting Officer.”

202.03 Add to this section:

Removal of

Bridges, "All metal pipe designated for removal shall become the property of the

Culverts, Contractor and shall be removed from National Forest System lands and disposed and Other of in accordance with Federal, State, and Local laws. Woody debris from the

Structures removal of log culverts and open top culverts shall be treated with the clearing debris and disposed of by using the same methods required for the adjacent right-of-way clearing."

SPS 202-1 (03/01/10)

Section 203 - Excavation & Embankment

203.01 Insert the word "haul" after the word "roadway" on the first line.

Work

203.04 Add the following to the last sentence:

Clearing &

Grubbing "..., unless specifically allowed under Section 201."

203.08 Add the following:

Finishing

Roadbed "For simplification, out-sloping and in-sloping of the travelway have not been reflected the construction staking, however, they will be required as SHOWN ON THE

DRAWINGS.

203.15

Embankment Add the following to Method 2, paragraph 6:

Placing

Methods "The use of a backhoe bucket or a similar method approved by the Contracting Officer is acceptable for compaction for embankment placement."

SPS 203-1 (03/01/10)

Section 204 - Soil Erosion & Water Pollution Control

204.01 Delete the entire subsection and substitute the following:

"This work consists of special temporary and/or permanent construction measures as SHOWN ON THE DRAWINGS and/or listed in this specification to control soil erosion and water pollution. Such measures may include (but are not limited

to) filter windrows, slash blankets, brush barriers, drainage devices, earth berms, earthen water bars, sediment basins, aggregate base/surfacing, rock ditches, riprap, seeding, mulching, and/or straw bales.

This work shall also include special construction methods SHOWN ON THE

DRAWINGS to control erosion at control areas."

MATERIALS

204.02 Delete the 2nd paragraph and substitute the following:

Requirements

"All other materials shall meet commercial grade standards and shall be approved before being incorporated into the project."

204.03 Delete the 1

st paragraph and substitute the following:

Performance

Prior to the start of construction, the contractor shall submit to the Contracting

Officer an Erosion Control Plan detailing permanent and temporary erosion control measures. Submit the Erosion Control plan proposal at least 14 days before operations begin to the Contracting Officer for approval.

The Erosion Control Plan shall reflect the special concerns and measures necessary to protect resources and government improvements. The Erosion

Control Plan shall, at a minimum:

1. Describe the construction activities and sequence of implementation relating to specific erosion control measures.

2. Describe the location and type of permanent controls to be implemented during construction.

3. Described the location and type of temporary controls to be implemented during construction.

4. For work in stream channels with flowing water include a detailed dewatering plan.

SPS 204-1 (03/01/10)

5. Include procedures and temporary control measures to be implemented to minimize sediment delivery during re-watering of any culvert with streambed simulation material.

6. For work in stream channels without flowing water describe the level of ground and vegetative disturbance and measures to reduce potential sediment delivery.

7. Describe what monitoring will take place.

8. Describe the measures that will be taken to minimize erosion and sediment delivery from material stockpiles.

9. Describe methods and measures that will be taken to minimize erosion and sediment delivery to adjacent streams and waterways from any proposed borrow source.

Delete the 2nd paragraph and substitute the following:

"Erosion control measures shall be incorporated into the project no later than the dates specified in Table 204.1. Variations in this schedule must be approved in writing by the Contracting Officer."

Add the following after the 3rd paragraph:

"The following construction requirements shall apply:

a.- Earthwork. Clearing and grubbing, excavation, borrow and embankment operations shall be scheduled and performed so that grading operations and permanent erosion control measures can follow without interference or be constructed within the time periods listed in Table 204.1.

b.- Stream Courses. Temporary culvert installations will not be permitted in live streams unless approved individually in writing by the

Contracting Officer. If such approval is granted, temporary culverts shall be offset a sufficient distance so that installation of the permanent culvert can be completed without removal of the temporary culvert. Temporary culverts shall not be removed until flowing water is completely confined to the permanent culvert.

Diversion of live streams to allow work in the streambed shall be performed in such a manner as necessary to prevent erosion. Dikes of sufficient height to divert the flow without being overtopped shall be constructed in the stream above the drainage structure. Water shall be conveyed around the work area by a non-eroding conduit. Watertight pipes, tubing, or lined trenches may be used. Trench or pipe outlet areas shall be protected with plastic or other material approved by the Contracting Officer to insure that diverted water does not cause erosion as it returns to the stream.

SPS 204-2 (03/01/10)

Equipment shall not operate in the stream unless authorized by the

Contracting Officer. This does not include a one time crossing of the stream to begin installation. After installation of the permanent drainage structure is completed, all dikes, temporary culverts, basins, and trenches shall be removed and the area restored to near natural condition. Other methods may be used when approved by the Contracting Officer.

c.- Wet Conditions. The contractor shall conduct operations so as to minimize erosion and not develop conditions that will cause erosion.

Work may continue during wet conditions as long as erosion and rutting is controlled.

d.- End of Construction Season and prior to Move-out. Any rutted areas and other damaged areas shall be smoothed, sloped and graded to drain. All temporary stream course diversion conduits and temporary culverts shall be removed and the stream returned to its natural channel. All erosion control measures required under this specification shall be functional and approved by the Contracting Officer. The seeding method prescribed in Section 625 shall be used on all areas where work has been completed.

e.- Slash Blanket. Tops and limbs shall be windrowed or piled in openings outside the roadway without damage to the standing timber. After

Item 203 - Excavation & Embankment is essentially complete and approved by the Engineer, slash (tops and limbs) shall be uniformly scattered on the embankment then compressed with a backhoe or other mechanical means to form a protective blanket to reduce soil erosion.

f. Use certified weed free straw bales for erosion control. Break apart bales and scatter in loose layers no more than 2” thick after work is completed.

Add the following to the fifth paragraph:

“Upon completion of construction at each site, all temporary dewatering materials and equipment are to be removed from Government property at the site.”

204.04 Add the following to the first paragraph:

"Items not shown in the SCHEDULE OF ITEMS will not be measured."

SPS 204-3 (03/01/10)

204.05 Add the following:

"Other erosion control work required under this specification and not shown in the SCHEDULE OF ITEMS is considered incidental to pay items in the Section listed in Table 204.1."

TABLE 204.1

SECTION DURATION DESCRIPTION OF WORK TIMING OF CONSTRUCTION

Permanent

Culvert Catch Basins and Ditch Transitions

Concurrently with culvert installation.

Inslope/Outslope as shown on drawings.

Continuously as road is roughed to grade.

Ditches

Within 2 days of roughing to grade.

Within 1 days after 10/1 (Date).

Incidental to 201 or 625

Special Construction Methods. Specific locations and requirements shown on the drawings, and/or described in the Special Project Specifications.

As described on the drawings and/or in the Special Project Specifications.

Drainage Dip Locations shown on the drawings.

Prior to the end of the construction season for all areas roughed to grade.

Temporary

Uncompleted Roads. The total length of all roads with uncompleted excavation and embankment, including pioneer roads, shall not exceed 1 site after 10/1 (Date).

See description of work.

Culvert Catch Basins and Ditch Transitions

Within 2 days of construction activity or sooner when specified in writing by the Engineer.

Temporary

Sediment Basins Locations determined by the

Contracting Officer.

Prior work in or near stream courses..

Slash Blanket Locations shown on the drawings.

When embankments are approved by the Engineer

SPS 204-4 (03/01/10)

TABLE 204.1(Cont.)

SECTION DURATION DESCRIPTION OF WORK TIMING OF CONSTRUCTION

Aggregate Base/Surfacing The total length of all areas of disturbed earth (including pioneer roads and completed subgrades) on which gravel has not been placed shall not exceed 1 Site after 10/1 .(Date)

This requirement may be waived by the Engineer based on a review of the Contractor's operations, methods, and progress in controlling erosion and keeping erosion control features current as described in this specification. Such waiver, if given, shall be in writing.

See description of work.

Culverts

Live Streams

At time of initial crossing of live streams.

Culvert Inlet/Outlet

Riprap

Concurrently with culvert installations in live streams:

by the end of construction season in other areas.

Seeding

As specified in Section 625

SPS 204-5 (03/01/10)

Section 205A - Haul

205A.02 Delete the last sentence of this subsection.

Methods

205A.03 Delete this subsection and replace with the following:

"When no pay item for 205A is specified, the payment for haul shall be included as a subsidiary items to Sections 203, 206A, and 619. No separate payment shall be made under Item 205A.”

SPS 205A-1 (03/01/10)

Section 206A - Excavation for Culverts & Minor Structures

206A.03 Add the following to the first paragraph:

Excavation

“Minor Structure Excavation (Riprap) in live streams shall be done between July 15 and October 1, unless otherwise approved by the Contracting Officer.”

206A.04 Delete the second sentence in the Subsection.

Utilization of

Excavated Materials

206A.08 Add the following to the first paragraph:

"(c) Excavation for pipe culverts with diameter of 36 inches or smaller and for pipe arches 42 inches by 29 inches or smaller and drop inlets shall not be measured."

206A.09 After the first sentence, add:

"Payment for excavation for pipe culverts with diameter of 36 inches or smaller and for pipe arches 42 inches by 29 inches or smaller and drop inlets shall be included as a subsidiary item to Section 603. No separate payment shall be made under this

Section or under Section 603."

“Payment for excavation required for Removal of Structures & Obstructions shall be included as a subsidiary item to Section 202. No separate payment shall be made under this Section or under Section 202."

SPS 206A-1 (03/01/10)

Section 299A – Composite Road Reconstruction

299A.01 This work shall consist of clearing and grubbing, excavation and

Work embankment, drainage excavation and erosion control. Clearing and grubbing shall include treatment of merchantable timber, and disposal of construction slash, including all designated trees. Excavation and embankment shall include borrow, drainage excavation, shaping the roadway, including approaches, turnarounds, ditches and drainage dips, and disposal of all excavated material, regardless of its nature. Erosion control, when specified, consists of furnishing and placing required seed, fertilizer, mulch and tackifier. Reconstruction of the roadway shall be in conformance with the dimensions SHOWN ON THE DRAWINGS or DESIGNATED on the ground.

299A.02 “Clearing and grubbing shall meet the requirements in Section 201, Clearing & SPECIAL PROJECT SPECIFICATION 201, and as SHOWN ON THE

Disposal DRAWINGS.”

“Utilization of timber (UOT) shall be as described in Subsection 201.3, (b), (2).”

“Slash treatment shall be Method as described in Subsection 201.05.”

299A.03 Pioneering operations shall not undercut the final back slope, deposit Pioneering

Pioneering material outside the roadway limits, or restrict drainage.

299A.04 Grubbing limits shall be as SHOWN ON THE DRAWINGS. Stumps

Grubbing outside the grubbing limits may remain, but shall be cut no higher than 12 inches above the original ground measured on the uphill side unless otherwise SHOWN ON THE DRAWINGS.

299A.05 The roadway shall be reconstructed to conform to the typical sections

Excavation & SHOWN ON DRAWINGS. Embankment may be placed by side casting

Embankment and end dumping.

SPS 299A – 1 (03/01/10)

The location and requirements for use of borrow material and any requirements for the removal and disposition of unsuitable or excess material will be as

SHOWN ON THE DRAWINGS.

Rocks too large to be incorporated in the embankment shall be placed outside the traveled way on the downhill side, so that they will not roll, obstruct drainage, or hinder the use and the maintenance of the roadbed.

To facilitate seeding, slopes shall be left in a roughened condition.

Unless otherwise SHOWN ON THE DRAWINGS, the roadbed shall be shaped and finished to a condition that can be ordinarily accomplished by a crawler tractor with dozer blade to provide drainage of surface water.

Individual rocks, within the roadbed, shall not protrude over 4 inches above the subgrade. A motor grader finish is not required.

Unless otherwise SHOWN ON THE DRAWINGS, the travel way width shall not exceed the specified dimension by more than 2 feet.

299A.06 “The method for seeding shall be SHOWN OF THE DRAWINGS. The

Erosion Control rates and time of application and types of seed, fertilizer, mulch, and tackifier shall be accomplished as specified in Section 625 – Seeding &

Mulching and SPECIAL PROJECT SPECIFICATION 625.

299A.07 The method of measurement, as described in Section 106, will be

Method DESIGNATED in the SCHEDULE OF ITEMS.

Items not shown in the SCHEDULE OF ITEMS will not be measured.

299A.08 The accepted quantities will be paid for at the contract unit price for each pay

Basis item shown in the SCHEDULE OF ITEMS

299A(01) Composite Road Reconstruction . . . . . . . . . . . . . . . . Mile

299A(02) Composite Road Reconstruction . . . . . . . . . . . . . . . Station

SPS 299A – 2 (03/01/10)

Section 304 – Aggregate Base or Surface Course

304.08 Add the following to this Subsection:

Preparation

Of Roadbed “The subgrade receiving aggregate shall be compacted in accordance with Subsection

306.02, Compaction A.

304.12

Thickness Add the following to this Subsection:

“Compensation will not be made for thickness exceeding the specified thickness.”

SPS 304-1 (03/01/10)

Section 306 - Reconditioning Existing Road

306.01 Delete "scarifying and" from the text.

Add: "and catch basins" following "outlets"

306.02 Delete the first two paragraphs including (a) and (b) of the second paragraph

Performance and replace with the following:

"Scarification of the traveled way and shoulders is not required. Any rock protruding less than two inches may be left in place. Rock protruding in excess of two inches shall be removed or the tops blasted. Resulting holes in the roadway or shoulders shall be backfilled with compacted suitable material."

F04-SPS 306-1 (03/01/10)

Section 601 - Mobilization

601.01

Work. Replace the first sentence with the following:

“This work shall consist of preparatory work and operations necessary for the movement of personnel, equipment, supplies, and incidentals to the project work site.

Preparatory work shall include cleaning of all equipment used at the project site. The

Contractor is required to clean all construction equipment prior to entry on the project site. This cleaning shall remove all dirt, plant parts and material that may carry noxious weed seeds into the area. Only construction equipment inspected by the Contracting

Officer shall be allowed to operate within the project area. All subsequent move-ins of equipment shall be treated the same as the initial move-in. Truck beds and dump boxes hauling to the project site must also be cleaned prior to entering the work area.

Prior to initial move-in, the Contractor shall make all construction equipment available for inspection by the Contracting Officer at an agreed upon location. The Contractor shall provide the Contracting Officer at least 24 hours advance notification when equipment is ready for inspection.”

601.02 The method of measurement, as described in Section 106, will be DESIGNATED IN

Method THE SCHEDULE OF ITEMS.

601.03 “Payment for signing shall be included as a subsidiary item to this Section. No separate

Basis payment shall be made under this Section or under Section 104.”

SPS 601 – 1 (03/01/10)

Section 603 - Metal Pipe

603.02 Delete the second sentence, last paragraph, and add:

"Pipe should not be ordered until culvert locations are DESIGNATED ON

THE GROUND and the correct lengths are determined and approved by the

Contracting Officer."

603.03 Delete the second paragraph and replace with the following:

Excavation

“Installation of metal pipe in live streams shall be done between July 15 and

October 1, unless otherwise approved by the Contracting Officer.”

603.06

Joining Pipes Replace the last sentence of the first paragraph with the following:

"Dimpled bands shall not be used unless approved by the Contracting Officer in writing."

603.08

Backfilling At the end of the second paragraph, after "Method A or B," add:

"or C"

After Method B, add:

"Method C - Compaction shall be obtained by a minimum of two passes with a mechanical tamper, approved by the Contracting Officer, for each 6-inch layer

(loose thickness) of backfill unless otherwise SHOWN ON THE DRAWINGS."

SPS 603 - 1 (03/01/10)

Section 611 - Development of Pits and Quarries

611.11 Delete in entirety and add the following:

611.12 Add the following:

“Payment for excavation and/or sorting of material required for Riprap from the designated sorts shall be included as a subsidiary item to Section 619. No separate payment shall be made under this Section or under Section 619."

SPS 611-1 (03/01/10 )

Section 619 - Riprap

619.01 Delete this subsection and substitute the following:

"This work shall consist of furnishing and/or sorting, hauling, and placing stone riprap for bank and roadway protection in accordance with these specifications at the locations and in reasonably close conformity with the lines, grades, and dimensions shown on the drawings or established by the Contacting Officer.”

619.02 Delete this subsection after the third paragraph and substitute the following:

Hand-Placed, Machine-Placed, "Riprap shall meet the following gradation requirements for the size specified;

& Dumped Riprap and shall be used at the locations SHOWN ON THE DRAWINGS:

Class of Equivalent Cubical Percent of Total Weight

Riprap Dimension or Type Smaller than the Given Size

Facing Riprap

200 lbs. . . . . .13 inches

75 lbs. . . . . . 9 inches

25 lbs. . . . . . 6 inches. . . . .. . . . not to exceed 10

Light Riprap

500 lbs. . . . . .18 inches

200 lbs. . . . . .13 inches

25 lbs. . . . . . 6 inches. . . . . . . . not to exceed 10

1/4 Ton Riprap

1000 lbs. . . . . 22 inches

500 lbs. . . . . 18 inches

75 lbs. . . . . 9inches. . . . . . . . not to exceed 10

1/2 Ton Riprap

2000 lbs. . . . . 27 inches

1000 lbs. . . . . 22 inches

200 lbs. . . . . 13 inches. . . . . . . . not to exceed 10

1 Ton Riprap

4000 lbs. . . . . 34 inches

2000 lbs. . . . . 27 inches

500 lbs. . . . . 18 inches. . . . . . . . not to exceed 05

SPS 619-1 (03/01/10)

Control of gradation will be by visual inspection. Any difference of opinion between the Contracting Officer and the Contractor shall be resolved by dumping and checking the gradation of two random truck loads of stone. The Contractor shall provide mechanical equipment, a sorting site, and labor needed to assist in checking gradation at no additional cost to the government.

619.10 Delete this subsection and substitute the following:

General

"Slopes to be protected by riprap shall be free of brush, trees, stumps, and other objectionable material and shall be dressed to a smooth surface. A toe trench as

SHOWN ON THE DRAWINGS shall be dug and maintained until the riprap is placed. The riprap blanket shall be constructed to its full thickness as the placement proceeds up the slope.

619.20 Add the following:

Methods

619.21 Add the following:

619(03)A Machine-Placed Riprap, Class Facing. . . . . . C.Y.

619(03)B Machine-Placed Riprap, Class Light. . . . . . . C.Y.

619(03)C Machine-Placed Riprap, Class ¼ Ton . . . . . . C.Y.

619(03)D Machine-Placed Riprap, Class ½ Ton . . . . . . C.Y.

619(03)E Machine-Placed Riprap, Class 1 Ton . . . . . . C.Y.

SPS 619-2 (03/01/10 )

Section 625 - Seeding and Mulching

625.01 Add the following:

"All disturbed areas as well as finished cut and fill slopes are to be treated."

625.03 Add:

Seeding

Seasons "Time of application shall be as specified:

During the Months marked with an 'X' below:

JAN FEB MAR APR MAY JUNE JULY AUG SEPT OCT NOV DEC

x x x x x x

Should climatic conditions permit, application may be performed outside the months marked above upon written approval by the Engineer."

625.05

Application The following is added:

Methods for Seed, "The kinds of seed to be furnished and the amounts to be applied in terms of

Fertilizer, pure live seed (PLS) shall be as follows:

& Limestone

High Mountain brome “Bromar”……… 5

Annual rye……………

*Alsike clover…................... 2 TOTAL

Slender Wheatgrass "Pryor".......... 3 19# PLS/ACRE

Hard Fescue "Durar"

High Elevation Mix Substitutes:

Blue widlrye “Arlington” or “Elkton” @ 5 #/Acre for slender wheatgrass

Stream wheatgrass “Sodar”@ 3 #/Acre for Creeping Foxtail.

*Steam wheatgrass “Sodar” @ 1 #/Acre for alsike clover if treating weeds w/herbicides or if use of

Alsike clover would conflict with other resource values(e.g. grizzly bear habitat).

SPS 625 – 1 (03/01/10)

Pounds of seed to be furnished per acre shall be obtained by dividing the pounds of pure live seed(PLS) required per acre by the product of the percent purity and percent germination.

Example: 5(# PLS/acre) = 6.55 pounds commercial seed per acre.

0.90 x 0.85 (where purity=90% and germination=85%)

Certified, blue-tagged seed shall be used where a name variety or culivar is specified.

Blue tags which are removed to mix the seed shall be provided to the Forest.

All seed purchased will be certified to be free of the noxious weed seeds from weeds listed on the current "All States Noxious Weeds List".

Test results from a certified seed analyst and seed analysis labels attached to the bags will be provided to the Forest Service. Lab testing for noxious weeds will be conducted prior to seed mixing. Only after a finding and documentation in writing of no weeds on the current "All States Noxious Weeds List" will the seed be accepted and used.

Seed shall be applied by the dry method. Fertilizer shall be applied at the rate of 200 pounds per acre in one application(s) by the dry method and have a chemical analysis as listed below:

Nutrient Percent Nutrient Percent

Nitrogen, N . . . 16 Potassium, K. . 16

Phosphorus, P205. 16 Sulphur, S. . . 0

625.06

Application of Mulch Delete in entirety.

625.11 Add the following:

625(20) Seeding, Dry Method (without Mulch). . . . . L.S.

SPS 625 – 2 (03/01/10)

Section 633 – Signs

633.01 This work shall consist of installing only or furnishing and installing markers, Work delineators, signs, sign supports, panels, and posts or removing and disposing of existing signs, posts and hardware.

633.02 Traffic control sign details not SHOWN ON THE DRAWINGS shall meet the

Traffic Control requirements of the Manual on Uniform Traffic Control Devices (MUTCD).

Sign Details

633.03 Materials shall meet the requirements of the following subsections in 85 SPS 718:

Sign Panels .............................................................................. 718.01

Posts ........................................................................................ 718.02

Fittings ..................................................................................... 718.03

Reflective Sheeting. .................................................…........... 718.04

Paint......................................................................................... 718.05

Silk-Screen Inks...................................................................... 718.06

Edge Film................................................................................ 718.07

Letters, Numerals, Arrows, Symbols, Borders ...........…....... 718.08

Delineators ............................................................................. 718.09

The contractor will furnish to the Contracting Officer certification that all materials comply with the specified requirements.

All concrete shall meet the requirements of Section 602, Method B or C as SHOWN

IN THE DRAWINGS.

Reinforcing steel as SHOWN IN THE DRAWINGS shall meet the requirements of

Subsection 709.01.

SPS 633 - 1 (03/01/10)

633.04 Fabrication of all parts shall be accomplished in a uniform manner. All panel

Fabrication of fabrication, including cutting, punching, and drilling of holes, shall be completed

Sign Panels prior to final surface preparation and application of the sheeting except where required for the fabrication of die cut or sawed letters on processed and mounted signs. Workmanship shall be high quality with no visible defects in the finished product.

(1) Sign Panel Preparation. Sign panels shall be cut from the specified substrate material that is flat, free of warp, or any defects which interrupt smooth continuity of the panel surface. All panels shall be prepared precisely as described in writing by the substrate and sheeting manufacturers.

Sign panels less than 4 feet by 8 feet shall be cut from a single sheet of substrate material without joints.

Sign panels larger than 4 feet by 8 feet shall be fabricated in sections using three-quarter inch thick HDO substrate material. Individual panel sections shall be prepared to be joined using doweled butt joints. Dowels shall be

3/8-inch threaded bolt stock 4 1/2 inches in length placed 2 inches from each side and every 12 to 15 inches along the joint. Actual joining of the individual panels will occur during sign installation.

Dimensions for panels will conform to the current MUTCD standards and be approved by the Contracting Officer, with a tolerance of + 1/4 inch.

(2) Beveling. All edges of sign panels shall be slightly rounded or beveled to eliminate edge sharpness.

(3) Drilling. Holes shall be drilled at the locations and to the sizes as shown in Table 633-1 or AS SHOWN ON THE DRAWINGS. All holes shall be deburred. Field drilling of holes in any part of the Structural assembly will not be permitted without the approval of the Contracting Officer.

(4) Surface and Edge Finishing. All core-gap holes on HDO plywood signs shall be filled with an exterior wood dough, sanded with a medium grit

(50-60) sandpaper to produce a smooth surface, and the edges shall receive one coat of paint prior to application of background sheeting.

SPS 633 - 2 (03/01/10)

(5) Sheeting, Legend, Border, and Symbol Application. All sheeting, legend, borders, and symbols shall be applied precisely as prescribed in writing by the sheeting manufacturer. Background sheeting shall be pressure sensitive.

The entire face of the sign panel shall be covered with one unspliced sheet if the panel is less than 48 inches in either dimension. Only horizontal splicing shall be used on each section. Materials shall be color matched and splice shall not coincide with any legend. The top piece shall overlap the bottom piece by ½-inch minimum.

All letters, layout, and spacing requirements shall conform to the

MUTCD, "Standard Alphabets for Highway Signs," FHWA, current edition, Table 633-1 or AS SHOWN ON THE DRAWINGS. The following tolerances shall apply:

(a) Letters, numerals, and symbols shall be horizontally aligned to a tolerance of + 1/8 inch.

(b) Letters, numerals, and symbols shall be vertically aligned to a tolerance of + 1/16 inch.

(c) Spacing between lines shall not exceed a tolerance of + 1/8 inch.

(6) Silk-Screening. All silk-screening operations shall be accomplished precisely as prescribed in writing by the manufacturers of the ink and the sheeting. Messages and borders of a color darker than the background shall be applied by direct screen process. Messages and borders of a color lighter than sign background shall be produced by the reverse screen process. The screening shall be done in a manner which results in uniform colors and tone, with sharply defined edges of legend and border and without blemishes on the sign background.

Silk-screened inks shall be color matched to eliminate any visual difference between silk-screened material and applied material of the same color on the same sign.

(7) Durability Treatment. All signs shall receive a durability treatment. After all legends, borders, and symbols have been applied, the sign panel shall receive one cycle through the heat vacuum applicator at a temperature of approximately 190 degrees F.

SPS 633 - 3 (03/01/10)

(8) Trimming and Edge Finishing. After all sheeting, legends, borders, and symbols have been applied to the substrate, all excess material shall be trimmed flush with the edge of the sign panel. Sheeting may overlap

HDO plywood substrate sign edges by one-eighth inch. The edges of

HDO substrate panels shall be finished with a second coat of paint applied in accordance with the recommendation of the paint manufacturer.

(9) Edge Film. When SHOWN ON THE DRAWINGS, edge tape shall be applied over the entire top edge of the panel precisely in accordance with tape manufacturer's written instructions.

(10) Maker's Mark. A decal showing the contractor's identification or trademark and the date of manufacture shall be installed on the back upper left-hand corner of each sign.

633.05 Delineator posts shall be driven at locations and to the depth SHOWN ON THE

Delineator Posts DRAWINGS. The delineator shall be attached to the post in accordance with the and Housing manufacturer's direction.

633.06 Sign supports shall be erected plumb and in accordance with the details SHOWN ON

Sign Erection THE DRAWINGS. Lengths of supports shall be such to accommodate the minimum sign height requirements AS SHOWN ON THE DRAWINGS (in the sign plan).

The sign panels shall be securely fastened to the posts as SHOWN ON THE

DRAWINGS. To reduce specular glare, the sign panel face shall be erected in accordance with MUTCD, Section 2A-26.

633.07 Sign assemblies to be removed shall be SHOWN IN THE DRAWINGS. Signs to be

Sign Removal replaced shall be removed no longer than 8 hours prior to the installation of replacement signs. All sign material removed shall become the property of the Forest

Service. Posts shall be removed to a minimum of 3 inches below natural ground line.

Post holes remaining shall be backfilled with suitable material and compacted.

633.08 The method of measurement, as described in Section 106, will be DESIGNATED in

Method the SCHEDULE OF ITEMS.

Quantities of sign face area will be computed using the sign dimensions SHOWN ON

THE DRAWINGS.

No deduction in sign face area will be made for rounded corners. The area for irregularly shaped signs, such as "Stop" signs, will be computed by multiplying the extreme width by the extreme height of the sign face.

SPS 633 - 4 (03/01/10)

For sign removal, an assembly of posts and signs shall be considered as only one sign when these materials are integrally connected and standing at one location.

633.09 The accepted quantities will be paid for at the contract unit price for each pay item

Basis shown in the SCHEDULE OF ITEMS.

633(01) Wood Posts . . . . . . . . . . . . . . . . . . . . . . . . . . . . L.F.

633(02) Steel Posts . . . . . . . . . . . . . . . . . . . . . . . . . . . . L.F.

633(03) Aluminum Posts . . . . . . . . . . . . . . . . . . . . . . . L.F.

633(04) Aluminum Sign Panels . . . . . . . . . . . . . . . . . S.F.

633(05) HDO Plywood Sign Panels . . . . . . . . . . . . . . S.F.

633(06) Fiberglass Sign Panels . . . . . . . . . . . . . . . . . . . S.F.

633(07) Delineators . . . . . . . . . . . . . . . . . . . . . . . . . . . . EA.

633(08) Sign . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EA.

633(09) Sign Removal . . . . . . . . . . . . . . . . . . . . . . . . . . EA.

633(10) Sign and Post(s), Installation only . . . . . . . EA.

633(11) Regulatory Signs . . . . . . . . . . . . . . . . . . . . . . . EA.

633(12) Warning Signs & Markers . . . . . . . . . . . . . . EA.

633(13)A

633(13)B

Signs and Post, Advanced Warning, Type A, Furnish & Intall

Signs and Post, Advanced Warning, Type B, Furnish & Install

EA.

633(14)L Signs, and Posts, Object Marker, Type III (OM-3L), Color Yellow & Black, Furnish & Install

633(14)R Signs, and Posts, Object Marker, Type III (OM-3R), Color Yellow & Black, Furnish & Install

SPS 633 - 5 (03/01/10)

Table 633-1.

Advanced Warning Sign, Type A

• Black letters on Yellow background

• Retro-reflective Pressure Sensitive

Sheeting Grade Type III (High Intensity)

• Pre-drill holes, standard spacing

• Minimum letter size – 4”

18” X 36” or as approved by Contracting

Officer

Advanced Warning Sign, Type A, Mile Marker (Installed below Advanced Warning Sign)

• Black letters on Yellow background Retro-reflective Pressure Sensitive Sheeting Grade

Type III (High Intensity)

• Minimum letter size – 3”

Sign goes under 18”X36” sign above. It is a placard sign. Size to be approved by the Contracting Officer

Advanced Warning Sign, Type B

• Retro-reflective Pressure Sensitive Sheeting

Grade Type III (High Intensity)

• Minimum letter size – 4”

24” X 24”

Advanced Warning Sign, Type A, Mile Marker (Installed below Advanced Warning Sign)

• Retro-reflective Pressure Sensitive Sheeting

Grade Type III (High Intensity)

• Minimum letter size – 3”

Sign goes under Road Closed Ahead sign above. It is a placard sign. Size to be approved by the

Contracting Officer.

SPS 633 - 6 (03/01/10)

Road

Closed

Ahead

ROAD CLOSED AT

NATIONAL FOREST

BOUNDARY

1/4 MILE

AHEAD

1 MILE

AHEAD

Section 637 - Equipment Rental

EQUIPMENT

637.03

Items of Add the following:

Equipment

"(k) Hydraulic Excavator

(1) - Minimum 150 flywheel horsepower.

(2) - Tracked, crawler type.

(3) - Bucket must be equipped with hydraulic "thumb".

(4) - Bucket capacity 1.75 cubic yards.

(5) - Hydraulically operated.

(6) - Maximum undercarriage width 11’ 6” feet.

(7) - Minimum operating weight of 50,000 lbs.

(8) - Maximum operating weight of 75,000 lbs.

(9) - Minimum digging depth of 20 feet.

(10) - 1998 model or newer.

(11) - No fluid leaks, machine will do instream work.

(12) - Equipped with a framed mounted hook/eye to accommodate attachment of a cable, chain or choker.

(13) - Capability of 2 speed travel may be preferred for some projects.

* Or similar type of equipment approved by the Contracting Officer.

(l) Road Grader

(1) - 12 or 14 foot moldboard with sharp cutting bits.

(2) - Minimum of 50 percent of original tread depth.

(3) - Four-way flashing or flashing amber warning light.

(4) - Backup warning device.

(5) - Minimum flywheel horsepower 140.

(6) - Minimum weight 28,000 pounds.

(7) - Minimum 7 tooth under carriage or rear ripper bar for scarifying. This item will not be used for extensive ripping.

(8) - 1998 model or newer.

SPS 637-1 (03/01/10 )

(m) End Dump Truck, Large

(1) - Shall meet all safety standards as set by the State of Idaho and the U.S.

Forest Service and shall be licensed to haul designated materials within the State of Idaho.

(2) - 12 to 16 cubic yards rated capacity.

(3) - End dump with removable tailgate.

(4) - Single unit tandem drive axle.

(5) - Hydraulic hoist.

(6) - No Fluid leaks.

(7…