Attachment 2 Specs and drawings.pdf

Milepost Work Description

0.00 - 0.55 Recondition the road. Clean all ditches

0.10 Existing culvert is good

0.15 Existing culvert is good

0.19 Existing culvert. Clean inlet & outlet

0.20 Existing culvert. Clean inlet & outlet

0.2 - 0.23 Re-construct ditch on left side of road

0.24 Install an 18"x40' RCP @ 30° Skew with grouted riprap headwall

0.24 - 0.26 Re-construct ditch both sides of road

0.26 Ditch across logging spur road on right

0.30 Cut shoulder for drainage for 50' ahead on right

0.30 Demo existing CMP culvert installed @ 90° skew and remove from USFS lands.

0.30 Install an 18"x40' RCP @ 30° Skew with grouted riprap headwall

0.30 Reconstruct ditch for 75' ahead on left side of road

0.35 Install an 18"x32' RCP @ 30° Skew with grouted ripap headwall

0.37 Location: Grade break, Utility right-of-way access road on right

0.40 Location: Overhead powerlines

0.40 Re-crown road 265' ahead. Place 60 tons of CR-14 aggregate.

Reconstruct ditches on both sides of road

0.45 Existing culvert. Clean inlet & outlet

0.48 Install an 18"x32' RCP @ 30° Skew with grouted ripap headwall

0.52 Existing gate

0.55 Road wash-out. Demolish and remove existing CMP culvert from USFS Lands. Install a 36" x 32' RCP culvert with precast headwalls and wingwalls.

F3010 Erosion Repairs Work List

PROJECT LOCATION

VICINITY MAP

TRAVEL DIRECTIONS:

SHEET OF

United States Department of Agriculture

Forest Service

INDEX OF SHEETS

SHEET SHEET TITLE DATE

G-01 COVER SHEET

G-02

General Notes & Location Map

C-01

Typical Road Cross Sections

C-02

Clearing & Brushing Detail

C-03 RCP Culvert Details

C-04 Culvert Trench Details

C-05 Culvert Backfill Details

C-06

Winged Headwall Details

C-07 Grouted Rock Headwall Details

From McCormick, SC: From the intersection of N. Mine St. and SC-28, proceed north on SC-28 for 5.9 miles to Forest Road 3010 "Britt Road" on the left.

From Abbeville, SC: From the intersection of SC-72 and SC-28, proceed south for 14.5 miles to Forest Road 3010 "Britt Road" on the right.

RECOMMENDED BY:

FOREST ENGINEER

DISTRICT RANGER DATE

DATE

ENGINEERING & REC STAFF OFFICER DATE

DATE

J M

O R

A N

C

U

S E

R S

J M

O R

A N

B

O X

F

M

S

N

F

E

N G

I N

E E

R I N

G F

Y

H

U R

R I C

A N

E

R

E C

O V

E R

Y

P

R O

J E

C T

L

C F

F

E

R O

S I O

N

R

E P

A I R

D

W G

LONG CANE RANGER DISTRICT

LC 220 ST

SOUTH CAROLINA

MCCORMICK

FRANCIS MARION & SUMTER N.F.

(R8) SOUTHERN REGION

FOREST SUPERVISOR

'\. own esv1 e

Greenwood

~ Abbeville ® Ninet~ <l's

Promised Lar1d

® @ ®I Calhoun Falls

Bradley

Mt Carmel

Troy p

Willington Lethia @)

CJ @

(ill

17 §}

Chennault McCormick

0 NalionalHeadQuartffl - NaeiooalF0r9$1$ -- Regional~ ■ lnlamationol ln$trtule ol Tropecal Fonmry

General Notes

1. 20101: Heavy Brushing - The contractor shall heavy brush both sides of the roadway in the established clearing limits as defined in these plans. All slash shall be removed from the ditches and roadway.

Slash may be side cast outside of the clearing limits or taken to a designated disposal area.

2. 20412: Cleaning ditches shall consist of removing slash or built up sediment from ditch lines. After cleaning, the contractor shall reseed the ditches if the base of the ditch is disturbed or not grass remains for erosion control. Construction and Re-construction of ditches shall be completed in compliance with the project plans. Verification of compliance with the plans will consist of a physical measurement of depth f

3. 30104: All aggregate placed on the roadway in this project shall be compacted in accordance with FSSS

204.11 (b). The contractor may use any of the 4 available options. Submittal of aggregate tickets required.

4. 30315: Roadway reconditioning is intended to correct any irregularities in the roadway, road shoulders, & ditchline. This includes but is not limited to rutting, potholes, scour, and retained sediment. Where no irregularities exist, the Contractor shall not be required to perform work.

5. 60201: All culvert installation items shall include all items to provide a turn key culvert installation. This includes but is not limited to: culverts, excavation & backfill, inlet basins, and end sections as identified in the work list, schedule of items, and or these plans.

6. 62501: The Forest Service seed mix for the Long

Cane Ranger District is attached to the Supplemental

Specifications. A submittal is required for this item.

7. 63301: Install OM-2 markers in accordance with these plans and specifications.

8. Waste areas shall be designated on site by the COR and shall be within the Right of Way of the road. All waste areas shall be seeded and mulched within 3 days of end of use.

F3010 Erosion Repairs

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture

Forest Service

J M

O R

A N

C

U

S E

R S

J M

O R

A N

B

O X

F

M

S

N

F

E

N G

I N

E E

R I N

G F

Y

H

U R

R I C

A N

E

R

E C

O V

E R

Y

P

R O

J E

C T

L

C

F

O

S I O

N

R

E P

A I R

D

W G

(R08)

Southern Region

F3010 EROSION

REPAIRS

Francis Marion &

Sumter N.F.

LONG CANE RANGER

DISTRICT

GENERAL NOTES

LOCATION MAP

J. MORAN

J. MORAN

L. MUNDO

TBD

9/3/2019

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text

12.00

Typical

1 1/2

1 1/2

1 1/2

Through Cut

Cut/Fill

Fill

Project Maintenance Level 2 Roads Not to Scale

Seed Disturbed

Areas (Typical)

Seed Disturbed

Areas (Typical)

Seed Disturbed

Areas (Typical)

2.00

12" MIN.

CLEARING WIDTH

V

A R

I A

B L

T

O

D

R A

I N

CROWN

OUTSLOPE

INSLOPE

TYPICAL ROAD CROSS SECTIONS Typical Lead-Off Ditch

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture

Forest Service

J M

O R

A N

U

S E

R S

J M

O R

A N

B

O X

F

M

S

N

F

E

N G

I N

E E

R I N

G F

Y

H

U R

R I C

A N

E

R

E C

O V

E R

Y

P

R O

J E

C T

L

C

F

O

S I O

N

R

E P

A I R

D

W G

(R08)

Southern Region

F3010 EROSION

REPAIRS

Francis Marion &

Sumter N.F.

LONG CANE RANGER

DISTRICT

Typical Cross

Sections

J. MORAN

J. MORAN

L. MUNDO

TBD

Typical Road Profiles

L J

C-01

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

BACK

SLOPE

SIGHT

DISTANCE

FILL

SLOPE

ROAD SHOULDERS

C L E

A R

I N

G

H

I G

H T

F

T

SEE NOTES

2 & 3

SEE NOTES 2 & 3

BEGINNING

MARKED STATION

T

SIGHT

DISTANCE

END

MARKED STATION

NOTES:

1. ALL CONIFERS, HARDWOODS AND BRUSH WITHIN _6__ FEET OF THE

SHOULDERS OF FOREST ROADS OR THE BOTTOM OF THE DITCH SHALL

BE REMOVED.

2. ALL CONIFERS, HARDWOODS AND BRUSH WITHIN _2__ FEET OF THE

SHOULDERS OF MAINTENANCE LEVEL II ROADS OR THE BOTTOM OF THE

DITCH SHALL BE REMOVED.

2. THE AREA OF SIGHT DISTANCE CLEARING WILL BE FROM THE ROADSIDE

CLEARING LIMIT. TO A LINE OF SIGHT BETWEEN THE BEGINNING AND

ENDING STATIONS MARKED ON THE GROUND. CONIFERS WITHIN THIS

AREA SHALL BE THINNED TO APPROXIMATELY A 2 FOOT TRUNK SPACING,

EXCEPT WHERE MARKED WITH PAINT OR FLAGGING FOR REMOVAL TO

AN ALTERNATE SPACING. ALL HARDWOODS AND BRUSH WITHIN THERE

LIMITS SHALL BE REMOVED.

3. BRANCHES ON REMAINING CONIFERS SHALL BE TRIMMED FROM

GROUND LEVEL TO A CLEARING HEIGHT LIMIT 14_FEET ABOVE THE

ROADBED OR TO A LIMIT OF 60% OF THE TREE'S HEIGHT, WHICHEVER IS

LESS. LIMBS OF VEGETATION SHALL BE CUT SO AS NOT TO PROTRUDE

WITHIN THE CLEARING (ROADSIDE AND HEIGHT) LIMITS.

Clearing Limit Details

Not to Scale

Roadside Cleaing

Limits

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture

Forest Service

J M

O R

A N

U

S E

R S

J M

O R

A N

B

O X

F

M

S

N

F

E

N G

I N

E E

R I N

G F

Y

H

U R

R I C

A N

E

R

E C

O V

E R

Y

P

R O

J E

C T

L

C

F

O

S I O

N

R

E P

A I R

D

W G

(R08)

Southern Region

F3010 EROSION

REPAIRS

Francis Marion &

Sumter N.F.

LONG CANE RANGER

DISTRICT

Clearing Limits

J. MORAN

J. MORAN

L. MUNDO

TBD

\ r ---ii--~-, .. 1

8/13/2019

C-02

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture

Forest Service

J M

O R

A N

U

S E

R S

J M

O R

A N

B

O X

F

M

S

N

F

E

N G

I N

E E

R I N

G F

Y

H

U R

R I C

A N

E

R

E C

O V

E R

Y

P

R O

J E

C T

L

C

F

O

S I O

N

R

E P

A I R

D

W G

(R08)

Southern Region

F3010 EROSION

REPAIRS

Francis Marion &

Sumter N.F.

LONG CANE RANGER

DISTRICT

RCP CULVERT

DETAILS

J. MORAN

J. MORAN

L. MUNDO

TBD

CU T JOINT SEALANT TO BE SIDE

LAPPED AS SHOWN IN DETAIL 2.

DO NOT OVERLAP, TWIST, OR BEND

'-'"------ JOINT SEALAN T.

DETAIL

JOINT SEALENT INSTALLATION

DETAIL

PLACE AA SHTO M19 8 MA TERIAL

ON TH E UPPER HALF OF TH E

TONGUE ENO AND L OWE R HALF

OF THE GROOVE END. PROV I DE

BETWEEN 1• AND 3• OVERL AP

ON EACH S IDE.

REINFORCED CONCRETE PIPE (AASHTO M 198)

PREFORMED FLEXIBLE JOINT MATERIAL PIPES

LARGER THAN 48" DIAMETER

AASHT O M 198 PREFORME D FLEX I BLE JO INT SEAL ANT

C IN STALL ACCORDING TO MANUF AC TUR ER ' S DI REC T ION S

AND FP-14 SPECIFICATIONS

P IPE MAY BE

BEL LED I F SUPPL IE D

BY MANUFACTURER

DETAIL

SIDE LAP

PRO VI DE BET WEEN 1 "& 3" SIDE

L AP OF J OINT MATERI AL . DD NOT

INST ALL WITH GAPS IN JOI NT MATER I AL .

DO NOT TWI ST ENDS OF SEAL ANT AROUND

EACH OTHER OR STACK ONE END ON TOP

OF THE OTHER .

REINFORCED CONCRETE PIPE (AASHTO M 198)

PREFORMED FLEXIBLE JOINT MATERIAL PIPES

UP TO AND INCLUDING 48" DIAMETER

DETAI L

(AASHTO M 315) RUBBER

PROFILE GASKEf EQUALIZATION

AASHTO M 3 15 RUBBER GASKET

C INSTALL ACC ORD I NG TD MANUFAC TURE RS

D I RECTIONS ANO FP-14 SPECIF I CATIONS )

P I PE MAY BE

BEL LED IF

SUPPL I ED BY

MANUFAC TUR ER

DETAIL

(AASHTO M 315) RUBBER

PROFILE GASKEf

TABLE 714-205A: REINFORCED CONCRETE PIPE FILL HEIGH T TABLE

ESTIMATED CASE 1: CASE 2: CASE 3: CASE 4: CASE 6:

PIPE HYDRAULIC MANNING'S MINIMUM MAXIMUM COVER MINIMUM COVER MINIMUM COVER FOR UNIVERSAL DRIVEWAY MAXIMUM COVER WITH DIAMETER, AREA, ROUGHNESS TRENCH HIGHWAY VEHICLE LOADING, HIGHWAY VEHICLE LOADING, CONSTRUCTION VEHICLE MINIMUM COVER [FT] INVERT AT 2 X 0.0. BELOW

COEFFICIENT, [FT] [FT] [FT] (AASHTO 27.5.4.4) GROUNDWATER. [FT] [IN] (FT'] WIDTH. NOT FOR USE IN ROADWAY [n] (IN]

Cl.ASS Ill Cl.ASS IV Cl.ASS V Cl.ASS Ill Cl.ASS IV Cl.ASS V Cl.ASS Ill Cl.ASS IV Cl.ASS V Cl.ASS Ill Cl.ASS IV Cl.ASS V Cl.ASS Ill Cl.ASS IV CLASS V

12 0.78 SEE MFG 42 16 25 30 1,75 1.00+ 1,00+ 3 3 3 1,75 1.00 0,50 -- 20 30

15 1.22 SU MFG 45 16 25 30 1.50 1.00+ 1.00+ 3 3 3 1.50 1.00 0 13 21 30

18 1.76 0.012 49 16 25 30 1.50 1.oo+ 1.oo+ 3 3 3 1.50 0.75 0 13 21 30

24 3.14 0.012 60 16 25 30 1.00 1.00+ 1.oo+ 3 3 3 1.00 0 0 13 21 30

30 4.90 0.012 70 16 25 30 1.00 1.00+ 1.0o+ 3 3 3 1.00 0 0 13 21 30

35 7.06 0.012 Bl 16 {BJ 25 (BJ 30 1.00+ (B) 1.oo+ (BJ 1.00+ 3 (BJ 3 (B) 3 0 (BJ 0 (B) 0 -- 12 (B) 25

42 9.62 0.012 91 16 (B) 25 (B) 30 1.oo+ (B) 1.0o+ (B) 1.00+ 3 (B) 3 (B) 3 0 (B) 0 (B) 0 -- 14 (B) 27

48 12.56 0.012 102 16 25 30 1.00+ 1.00+ 1.oo+ 3 3 3 0 0 0 -- 16 26

54 15.90 0.012 112 16 25 30 1.oo+ 1.00+ 1.00+ 3 3 3 0 0 0 10 17 26

60 19.63 0.012 123 15 25 30 1.oo+ 1.00+ 1.00+ 3 3 3 a 0 0 10 16 25

66 23.75 0.012 133 15 25 30 1.0o+ 1.00+ 1.00+ 3 3 3 0 0 0 12 15 25

72 28.27 0.012 144 15 24 30 1.oo+ 1.oo+ 1.00+ 3 3 3 0 0 0 12 18 23

78 33.18 0.012 154 15 24 -- 1.oo+ 1.0o+ -- 3 3 -- 0 0 -- 12 17 -- 84 38.48 0.012 165 15 24 -- 1.00+ 1.0o+ -- 3 3 -- 0 0 -- 12 17 -- 90 44.17 0.012 175 15 -- -- 1.00+ -- -- 3 -- -- 0 -- -- 13 -- - - 96 56.74 0.012 186 14 -- -- 1.00+ -- -- 3 -- -- 0 -- -- 13 -- --

108 63.61 0.012 207 14 -- -- 1.00+ -- -- 3 -- -- 0 -- -- 13 -- -- 120 78.M 0.012 228 -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

(B) B WALL ONLY, C WALL IS NOT ALLOMcO FOR THIS Ol~ElER AND Cl.ASS . . --• TYPICALLY INOICAlE THAT PIPE SIZE IS NOT AVAILABLE OR IS NOT RECOMMENDED FOR lHIS CONDITION.

•+• INDICAlE THAT MINIMUM CO~ MAY BE REDUCED TO 0.75' FOR SPEOFlED CLASS YIHEN PIPE IS INSTALLEO UNDER RIGID PAVEMENT.

8/13/2019

C-03

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

REFER TO THE FP-14

SPECIFICATIONS.

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture

Forest Service

J M

O R

A N

U

S E

R S

J M

O R

A N

B

O X

F

M

S

N

F

E

N G

I N

E E

R I N

G F

Y

H

U R

R I C

A N

E

R

E C

O V

E R

Y

P

R O

J E

C T

L

C

F

O

S I O

N

R

E P

A I R

D

W G

(R08)

Southern Region

F3010 EROSION

REPAIRS

Francis Marion &

Sumter N.F.

LONG CANE RANGER

DISTRICT

CULVERT TRENCH

DETAILS

J. MORAN

J. MORAN

L. MUNDO

TBD

CD AL L PIPE REQUIRE GOOD FOUNDATION MATERIAL. AN

WHE N SITE SOI LS REQUIRE THE INSTALLATION OF

IMP ROVED PIPE FOUNDA TION,

DETAI L

FOUNOAT ION

REQU IREMENTS

CONS TRUCT EMBANKMENT AS REQUIRED

2 1---"B"'E"-F O~R~E~E"'x-=c='A v"'A:-;T;";l";c□"'N~OF~P"1-=pc.=E=,,TR"'E°'N"C;;:;H-. '

EMBANKMENT BACKFILL MUST BE ABLE

TRENCH WIDTH

TO SUPPORT PIPE STRUC TURAL BACK F ILL.

ADJACENT EMBANKMENT MA TE RIAL

MUST BE COMPACTED WITH IN 51.

OF COMPACTION LEVEL OF

STRUCTURAL BACKFI LL

THE GREA TE ST OF,, ~~~#~ ~~~ ~"%~/II 1 ,5 X 0,0 , + 12 :111: 111:111: 111:1

{(/ := ///S /// S /// -:i= /// 1 . 0 X 0 . 0. + 24 11 ;;_-?:;~/,/,~~%~%~' ~~%~%~%~% - OR - AS REQU I RED TO SAFELY ::c l#=:/#;:;;111=:111,:d ( 1 " 111 " 111 " 111 " 111 FIT PERSONNEL AND COMPACTION ;;/;J,;~;;J,;~%~%:1, f%~%~%~%~% EQUIPMENT ~l/1:l/1:111: 111= (//. 111=111=111 =- 111 ::111:111:111=:111=., rt1~%;~~~~~. -----~=-==------'-~==it~~~j .L- r:-:.:1:~

PLACE UNCOMPACTED BEDDING

z t-u w

a. m "' :. z 0 t-

St u .,, ::, 0 l'.) :. ...J z ...J .,, 0 0 t/1 u. 0 w w z w

"' >!. :r:

u >- w :,: u.. a::

0 f- □ :. u..

<.:) >- ::iw z V) "'"' w z a >- -o a """ :.-w w '-CD a: z l'.) -o w

a. w

«> □ I

a. f- II II

PLACE STRUCTURAL BACK FI LL

LIFTS AS DESCRIBED IN

EMBANKMEN T

';?77,':::."777 :::~llr=/

~I//~///:;///;:: I/I:

e:111.=111:111= ///=;

E-/// :a: ///;:: /// a= Ill :i 1/12 i//=: i//:=; 11/=.

F 111 = 111=. ;11= 111:

C i11?. ;1,1: i11=. i11::= = /JI : I#=': ii/ : ii/=:

OUTSIDE DIA.

1 /3 0-D-

DE TAI L

BEDDI NG AND

INSTALLATION WI

NO IMPROVED FOUNDATION WORK

V) t

u. OR IN- SITU SOIL a w t u

""" a. :.

u

[A]TEST COMPACTION IN ACCORDANCE W/ SC-M-714

fnlFOR FLEXIBLE P IPE ONLY, TEST COMPAC TION

LQJ IN ACCORDANCE W/ FP-14 SPECS ABOVE SPR I NGL I NE

TRENCH WALLS !MAY BE SLOPED)

FOLLOW OSHA GUIDE LINE S

PLACE P IPE ON UNCOMPACTED 5

BEDDING, ALIGN ANO HOME JO INTS

COMPACT BEDD ING BEYOND THE 6

MIDDLE OD/3 AFTER INSTALLI N

PIPE BUT BEFORE PLACING

BACKFILL

GEOTEXT I LE FDR

DRAINAGE FIL TR ATION

< IF REOU I RED I

_____ TOP OF PIPE

E MBED MENT ZONE

TAKE CARE TO FULLY COMPACT B

SO IL WITHI N THE PIPE HAU NCH

ZONE IN ACCORDANCE W [ TH FP-14

SPECIFICATIONS.

®COMPLETE STRUC TURAL BACKFILL

9 AS REQU IRED SEE COMP LETED

TYPI CA L TRENCH DRAW ING

NOTE : PIPE WILL SEAT ITSELF

AND BEDDING MATERIAL WILL

COMPR ESS DURING BACKFILL ING

. AND COMPACT ION

...J _J

"" _J a::

::, u..

f- >!.

u u a:: <D t- Vl

8/13/2019

C-04

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture

Forest Service

J M

O R

A N

U

S E

R S

J M

O R

A N

B

O X

F

M

S

N

F

E

N G

I N

E E

R I N

G F

Y

H

U R

R I C

A N

E

R

E C

O V

E R

Y

P

R O

J E

C T

L

C

F

O

S I O

N

R

E P

A I R

D

W G

(R08)

Southern Region

F3010 EROSION

REPAIRS

Francis Marion &

Sumter N.F.

LONG CANE RANGER

DISTRICT

CULVERT

BACKFILL DETAILS

J. MORAN

J. MORAN

L. MUNDO

TBD

w u ct'.

Is:' u ::i X

NOTES·

1. USE MATERIALS AND METHODS OF CONSTRUCTION FOR PERMANENT PIPE IN CONFORMANCE WITH FP-14 SPECIFICA TIONS

2 . SEE SHEET FOR RCP FILL HEIGH T TABLES

3. WHEN CONNECTING DISSIMILAR PI P E, USE DRAINAGE STRUCTURE OR DESIGN INTERFACE. DO NOT MIX PIPE TYPE, CLASS, OR DETAILS WITHIN A SINGLE RUN OF PI P E BETWEEN DRAINAGE

STRUCTU RES.

4 . USE AT LEAST THE MINIMUM CLASS OR GAGE REQUIRED TO CARRY THE FILL HEIGHT AS SPECIFIED IN THE STANDARD DRAWING FILL HEIGHT TABLES . WHEN PIPE CLASS IS SPECIFIED IN THE PLANS, CONFCIRM THAT THE SPECIFIE:D CLASS CAN CARRY THE INSTALLtD MAXIMUM COVER BEFORE BACKFILLING THE PIPE. IF INSTALLED GRADES VARY FROM THOSE SHOWN IN THE PLANS, CONFIRM THAT PIPE CLASS IS SUFFICIENT TO CARRY THE INSTALLED FILL HEIGH TS. DO NOT REDUCE THE PIPE CLASS BELOW THE CLASS SHOWN IN THE PLANS UNLESS DIRECTED BY THE

ENGINEER.

5 . USE RIPRAP, BEVELED ENDS, REINFORCED CONCRETE SLAB, WINGWALLS, OR END TREATMENT AS DESCRIBED IN THE PLANS, •T

6. PIPE EMBEDMENT ZONE BACKFILL MUST MEET OR EXCEED THE MINIMUM MA TERI AL AND COMPACTION REQUIREMENTS OF THE ROADWAY EMBANKMENT FOR THE SPECIFIED BURIAL DEPTH

WITHOUT DAMAGING THE PIPE

7. FOR SHALLOW INSTALLATIONS (PAVEMEN T ON MINIMUM COVER), INSTALL PIPE EMBEDMEN T ZONE MATERIAL TO PREVENT SETTLEMEN T AROUND THE PIPE. IF REQUIRED, USE STRUCTURAL

BACKFILL MATERIAL OR CLSM TO PREVENT THIS SETTLEMENT.

8 . USE THIS INSTALLATION ONLY IN LOCATIONS ABOVE GROUNDWATER TABLE. USE THIS INSTALLATION IN LOCATIONS WHERE PIPE SYSTEM IS NOT SUBJECTED TO PRESSURE HEAD.

9. FOR DETAILS 1 & 2, INSTALL STRUCTURAL BACKFILL AS SHOWN, AND USE BORROW EXCAVATION REQUIREMENTS FOR SOI L ABOVE PIPE EMBEDMEN T ZONE,

10. FOR DETAIL 3, EXTEND STRUCTURAL BACKFILL AS SHOWN FROM SPRINGLINE OF PIPE TO BOTTOM OF SUBBASE WHEN UNDER ROADWAY PAVEMENT (INCLUDING PAVED SHOULDERS). USE

DETAIL 2 INSTALLATION WHEN NOT UNDER ROADWAY PAVEMENT.

11 FOR DETAIL 4, EXTEND STRUCTURAL BACKFILL AS SHOWN FROM SPRINGLINE OF PIPE TO BOTTOM OF SUBBASE WHEN UNDER ANY PAVEMENT OR SIDEWALK.

TOP OF SUBGRADE

IF BOTTOM OF ROADWAY SUBBASE

IS 'MTHIN 3' OF TOP OF PIPE,

EXTIEND STRUCnJR AL BACKFILL

UP TO BOTTOM OF ROADWAY SUBBASE

~ml;fM--EXISTI NG OR DESIGNED PAVEMENT

SUBBASE IF REQUIRED

IF BOTTOM OF ROADWAY SUBBASE, DRIVE, OR----,

SIDEWALK IS WITHIN MINIMUM COVER OF TOP OF PIPE,

EXTEND STRUCTURAL BACKFILL

UP TO BOTTOM OF ROADWAY SUBBASE, DRIVE, OR SIDEWALK

_J _J _T _T .I _T _T .I _T "T

I UPPER EMBANKMENT MATERIALS

i1i1i1i 1i 1i1.!.1.!.1.!.1.!. , .!.,.!.,.!.,.!.1i1 .!.1 .!. 1.!.1 _J _J _J _J _J _J ~ _J _J _ UPPER _J _J _J _J . I - 1N ACCORDANCE WITH lliE SCOOT

~ STANDARD SPECIFICAnONS FOR

- BORROW E:i:CAVATION

- I - I -· I - I - I -· I -· I -· I -· I - I

GROUND WA TIER TABLE

I I I u:;

.w

VI

ia >- 0 _J z

.!. I .!. I .!. I .!. I i 1 .!. I .!. I .!. I .!. I _ EMBANKMEN T I .!, I .!. I .!. I.!. I --.l._ _J _J _J _J _J _J _J _J _ MATERIAL _J _J _J _J .

INVERT OF FULLY

INSTALLED PIPE TO

MATCH INVERT

ELEVAllON SHOWN

IN PLANS

COMPACTED

BEDDING

uz -o (l__

_J "' _J f- L,_J(./) ::;:z

EMBANKMENT

OR IN-SITU SOIL

,-;,w11,,,,.. • .w • ..w11' ,.,V-.M'!!..Wa,w>■ .;W• ....... .,,.,,_ .... ,. ,,,~,.

Ul

GEOTIEXTILE NOT SHOV.N

M~

STANDARD .. ·-- ·. ' . - ·~ · .

T~ INSTALLAllON

_J w z N

~ - :::I HAUNCHti ;:;:

u.J f f!. z (l_ w w (ll ZONE ~ G f- <( VJ w ~ w

GEOTEXTILE FOR

DRAINAGE FLTRATION

(IF REQUIRED)

NOTIE: PIPE WILL SEAT ITSELF

AND BEDDING MATERIAL Will

COMPRESS DURING BACKFILLING

AND COMPACTION

GEOTEXlllE NOT SHO'M'J

D~

SP'I ALL~

l,N S [ A_L_LA_T!) I-! _ . •

4P/■ .Wlt /PIIM'•IH . --•.81•Hf•M'a GEOTEXTILE NOT SHOWN

DETA!~L-----<,'r-;:'°\. 4 .

MINIMUM COVER \J

INSTALLATION

8/13/2019

C-05

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture

Forest Service

J M

O R

A N

U

S E

R S

J M

O R

A N

B

O X

F

M

S

N

F

E

N G

I N

E E

R I N

G F

Y

H

U R

R I C

A N

E

R

E C

O V

E R

Y

P

R O

J E

C T

L

C

F

O

S I O

N

R

E P

A I R

D

W G

(R08)

Southern Region

F3010 EROSION

REPAIRS

Francis Marion &

Sumter N.F.

LONG CANE RANGER

DISTRICT

WINGED

HEADWALL DETAIL

J. MORAN

J. MORAN

L. MUNDO

TBD

DIMENSIONS

OPE NING WA LL

AREA H D SO. FT. G L

18" 1.8 2'6" 3'10" 1'2" 2411 3.1 3'0" 4'4 11 1'5 11

30" 4.9 3'6" 4 '1 0" 1'9" 36" 7 .I 4'0" 5'4" 2'0" 42 " 9.6 4'6" 5'10" 2'3" 48" 12.6 5'0 11 6'4" 2'6" 54 11 16.0 5'6" 6' 10 11 2'9" 60" 19.6 6 '0 11 7'4" 3'0"

18" I. 8 2'6" 3'10" 1'2" 2Ll 11 3.1 3'0 " 414 11 1'5 11 30" 4.9 3'6" 4'10" 1'9" 36" 7 .I 4'0" 51411 2'1" "12 11 9.6 4'6" 5'10" 2'5" '48 ll 12 .6 S'Ou 6'411 218 11

54 11 16.0 516 11 6 110 11 31211 60 11 19 .6 6'0 11 7' 411 3'6 11

STEEL

Tl . ROD ----.

-::::1 1=1L=it]""'" ---f:17Ti~rii- -

FR ONT ELE VA TIO

QUANTITIES

ON E ENDWA LL WITH 45°WING WALLS

FOOT ING CLASS "8" CONCRETE STEEL

CUBIC FEET TOTAL TIE

M F WALL FOOT I U.FT. CU. YD. RODS

2:1 SLOPES

1'7" 1'3" 9.3 10.7 20.0 o. 74 NONE 2'1" 1'411 13.1 14 .4 27.5 1.02 2-¾ 11 DI A. x2'0 11

2'5" 1'6" 17.4 18.8 36. 7 1.34 2-¾"DlA.x2'0" 2'11" 1'8'1 22.6 24.6 47 .2 1 •. 75 2-¾"DIA.x3'0" 3'6" 2'0 " 29.1 34.6 63. 7 2.36 2-¾"DlA.x3'0" 4'0" 2'011 35.9 39.1 75.0 2.78 2-¾"DIA.x3'0"

4'61/l 2'0 " 42. 9 46.6 89.5 3.31 2-¾"DI A.x 3'0" 5'01/:;," 2'0" 51.8 51.1 102.9 3.81 2- 3/4"DIA.x3'0"

3:1 SLOPES

1'9" 1'3" 10. 7 14.5 25.2 0.93 NONE

2'10 11 1'411 16.6 17.8 34 .L\ 1.27 2- ¾"DIA.x2'0" 3'6" 1'6 " 22.9 24.4 4 7.3 I. 71 2-3/411DIA.x2'0" 4'3" 1'8" 30.2 32.0 62.2 2.30 , 2-¾"DIA.x3'0" 4 'II" 2'0" 38.8 44.0 82.8 3.07 2- ¾ 11DIA.x3'0" 51511 2'0 11 47.5 48.6 96.1 3.56 2-¾ 11 0! A. x3'0 11

6 1l11 2'0" 57.0 53.4 110.4 4.09 2-3/4 11DIA.x3'0" 6 1911 2'0 11 68.5 59.1 127.6 4. 73 2-¾ 11DIA.x3 10 11

F J

PLAN

NN.

STEEL

Tl ROD

68/13/2019

C-06

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

Cut Slope

Centerline Ditch

Edge of Shoulder

Edge of Road

Culvert Invert

Earthen Backfill

12" Min

C u t

S l o p e

Shoulder

R o a d

Rock headwall level with top of shoulder

Grouted Headwall

Class 1 Riprap

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture

Forest Service

J M

O R

A N

U

S E

R S

J M

O R

A N

B

O X

F

M

S

N

F

E

N G

I N

E E

R I N

G F

Y

H

U R

R I C

A N

E

R

E C

O V

E R

Y

P

R O

J E

C T

L

C

F

O

S I O

N

R

E P

A I R

D

W G

(R08)

Southern Region

F3010 EROSION

REPAIRS

Francis Marion &

Sumter N.F.

LONG CANE RANGER

DISTRICT

Grouted Riprap

Headwall

J. MORAN

J. MORAN

L. MUNDO

TBD

Plan View

Profile View

8/13/2019

C-07

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

F3010 Erosion Repair Forest Service Supplemental Specifications to FP-14

Table of Contents Preface

101 - Terms¸ Format¸ and Definitions

101.01 Meaning of Terms

101.03 Abbreviations

101.04 Definitions

102 - Bid¸ Award¸ and Execution of Contract

Delete Section 102

103 - Scope of Work

Delete Subsections 103.02, 103.03, 103.04, 103.05

104 - Control of Work

Delete Subsections 104.01, 104.02, 104.04

104.06 Use of Roads by Contractor

106 - Acceptance of Work

106.01 Conformity with Contract Requirements

106.02 Visual Inspection

107 - Legal Relations and Responsibility to the Public

Delete Subsection 107.05

108 - Prosecution and Progress

Delete Section 108

109 - Measurement and Payment

Delete Subsections 109.06, 109.07, 109.08, 109.09

109.01 Measurement of Work

109.02 Measurement Terms and Definitions

155 - Schedules for Construction Contracts

Delete Section 155

201 - Clearing and Grubbing

201.04 Clearing

201.06 Disposal

203 - Removal of Structures and Obstructions

203.04 (b) General

203.05 Disposing of Material

204 - Excavation and Embankment

Section 204. — EXCAVATION AND EMBANKMENT

209 - Structure Excavation and Backfill

209.09 Backfill

209.10 Compacting

301 - Untreated Aggregate Courses

301.03 General

301.05 Compacting

302 - Minor Crushed Aggregate

302.04 Placing Crushed Aggregate

303 - Road Reconditioning

303.07 Roadway Reconditioning

625 - Turf Establishment

Section 625. — TURF ESTABLISHMENT

701 - Cement

701.02 Masonry and Mortar Cement

703 - Aggregate

703.05 (c) Surface course aggregate. (3) Plastic Index

704 - Soil

704.02 Bedding Material

705 - Rock

705.02 Riprap. Table 705-1

Preface Preface_wo_09_03_2019

Delete all but the first paragraph and add the following:

The Forest Service, US Department of Agriculture has adopted FP-14 for construction of National Forest System Roads.

101 - Terms¸ Format¸ and Definitions 101.01_National_11_9_2016

Add the following paragraph to Subsection 101.01:

101.01 Meaning of Terms.

Delete all references to the TAR (Transportation Acquisition Regulations) in the specifications.

101.03_National_11_9_2016

Add the following to Subsection 101.03:

101.03 Abbreviations.

(a) Acronyms.

AGAR — Agriculture Acquisition Regulations

AFPA — American Forest and Paper Association

FSAR — Forest Service Acquisition Regulations

MSHA — Mine Safety and Health Administration

NESC — National Electrical Safety Code

WCLIB — West Coast Lumber Inspection Bureau

(f) Miscellaneous unit abbreviations.

MP — milepost location ppm — parts per million volume

STA station location

101.04_National_9_5_2018

Make the following changes to Subsection 101.04:

101.04 Definitions.

Delete these definitions and replace the following:

Bid Schedule — The Schedule of Items.

Bridge — A structure, including supports, erected over a depression or an obstruction such as water along a road, a trail, or a railway and having a deck for carrying traffic or other loads.

Contractor — The individual or legal entity contracting with the Government for performance of prescribed work. In a timber sale contract, the contractor is the “Purchaser”.

Culvert — Any structure with a bottom, regardless of fill depth, depth of invert burial, or presence of horizontal driving surface, or any bottomless (natural channel) structure with footings that will not have wheel loads in direct contact with the top of the structure.

Drawings — (Public Works Contracts) Design sheets or fabrication, erection, or construction details submitted to the CO by the Contractor according to FAR Clause 52.236-21 Specifications and Drawings for Construction. Also refers to submissions and submittals.

Notice to Proceed — (Public Works Contracts) Written notice to the Contractor to begin the contract work.

Right-of-Way — A general term denoting (1) the privilege to pass over land in some particular line (including easement, lease, permit, or license to occupy, use, or traverse public or private lands), or (2) Real property necessary for the project, including roadway, buffer areas, access, and drainage areas.

Solicitation—(Public Works Contracts) The complete assembly of documents (whether attached or incorporated by reference) furnished to prospective bidders.

Add the following definitions:

Adjustment in Contract Price — “Equitable adjustment,” as used in the Federal Acquisition Regulations, or “construction cost adjustment,” as used in the Timber Sale Contract, as applicable.

Change — “Change” means “change order” as used in the Federal Acquisition Regulations, or “design change” as used in the Timber Sale Contract.

Forest Service — The United States of America, acting through the Forest Service, U.S. Department of Agriculture.

Neat Line — A line defining the proposed or specified limits of an excavation or structure.

Pioneer Road — Temporary construction access built along the route of the project.

Purchaser — The individual, partnership, joint venture, or corporation contracting with the Government under the terms of a Timber Sale Contract and acting independently or through agents, employees, or subcontractors.

Protected Streamcourse — A drainage shown on the plans or timber sale area map that requires designated mitigation measures.

Road Order — An order affecting and controlling traffic on roads under Forest Service jurisdiction. Road Orders are issued by a designated Forest Officer under the authorities of 36 CFR, part 260.

Shop Drawings — (Timber and Stewardship Contracts) Referred to as “Drawings” in FP-14, include drawings, diagrams, layouts, schematics, descriptive literature, illustrations, lists or tables, performance and test data, and similar materials furnished by Purchaser to explain in detail specific portions of the work required by the contract.

Utilization Standards —

The minimum size and percent soundness of trees described in Public Works contract specifications or Timber Sale and IRTC contract provisions to determine merchantable timber.

Add Figure 101-1—Illustration of road structure terms:

Figure 101-1—Illustration of road structure terms.

102 - Bid¸ Award¸ and Execution of Contract 102.00_National_11_9_2016

Delete Section 102 in its entirety.

Delete Section 102.

103 - Scope of Work 103.00_National_11_9_2016

Delete all of Section 103 except Subsection 103.01 Intent of Contract.

Delete Subsections 103.02, 103.03, 103.04, 103.05.

104 - Control of Work 104.00_National_11_9_2016

Delete Subsections 104.01, 104.02, and 104.04.

Delete Subsections 104.01, 104.02, 104.04.

104.06_National_11_9_2016

Add the following to Subsection 104.06:

104.06 Use of Roads by Contractor.

The Contractor is authorized to use roads under the jurisdiction of the Forest Service for all activities necessary to complete this contract, subject to the limitations and authorizations designated in the Road Order(s) or described in the contract, when such use will not damage the roads or national forest resources, and when traffic can be accommodated safely.

106 - Acceptance of Work 106.01_National_7_18_2017

Delete Subsection 106.01 and replace with the following:

106.01 Conformity with Contract Requirements.

Follow the requirements of FAR Clause 52.246-12 Inspection of Construction.

References to standard test methods of AASHTO, ASTM, GSA, and other recognized standard authorities refer to the methods in effect on the date of solicitation for bids.

Perform all work to the lines, grades, cross-sections, dimensions, and processes or material requirements shown on the plans or specified in the contract.

Incorporate manufactured materials into the work according to the manufacturer’s recommendations or to these specifications, whichever is more strict.

Plan dimensions and contract specification values are the values to be strived for and complied with as the design values from which any deviations are allowed. Perform work and provide material that is uniform in character and reasonably close to the prescribed value or within the specified tolerance range. The purpose of a tolerance range is to accommodate occasional minor variations from the median zone that are unavoidable for practical reasons.

When standard manufactured items are specified (such as fence, wire, plates, rolled shapes, pipe conduits, etc., that are identified by gauge, unit mass, section dimensions, etc.), the identification will be considered to be nominal masses or dimensions. Unless specific contract tolerances are noted, established manufacturing tolerances will be accepted.

The Government may inspect, sample, or test all work at any time before final acceptance of the project. When the Government tests work, copies of test reports are furnished to the Contractor upon request. Government tests may or may not be performed at the work site. If Contractor testing and inspection is verified by the Government, the Contractor’s results may be used by the Government to evaluate work for acceptance. Do not rely on the availability of Government test results for process control.

Acceptable work conforming to the contract will be paid for at the contract unit bid price. Four methods of determining conformity and accepting work are described in Subsections 106.02 to 106.05 inclusive. The primary method of acceptance is specified in each Section of work. However, work may be rejected at any time it is found by any of the methods not to comply with the contract.

Remove, repair, or replace work that does not conform to the contract, or to prevailing industry standards where no specific contract requirements are noted. Removing, repairing, or replacing work; providing temporary traffic control; and any other related work to accomplish conformity will be at no cost to the Government.

(a) Disputing Government test results. If the accuracy of Government test results is disputed, promptly inform the CO. If the dispute is unresolved after reasonable steps are taken to resolve the dispute, further evaluation may be obtained by written request. Include a narrative describing the dispute and a proposed resolution protocol that addresses the following:

1. Sampling method;

2. Number of samples;

3. Sample transport;

4. Test procedures;

5. Testing laboratories;

6. Reporting;

7. Estimated time and costs; and

8. Validation process.

If the evaluation requires additional sampling or testing be performed, mutually agree with the Government on witnessing procedures and on sampling and testing by a third party laboratory. Use a third party laboratory accredited by the AASHTO accreditation program. Provide proof of the laboratory’s accreditation for the test procedures to be used. Do not use the same laboratory that produced the disputed Government test results or that produced the test results used as a basis for the dispute.

The CO will review the proposed resolution protocol and may modify it before final approval and execution.

The Government will use the approved resolution protocol test results to determine the validity of the disputed testing. If the Government test results are validated, the Contractor will be responsible for all costs associated with developing and performing the resolution protocol. If the Government test results are not validated, the Government will be responsible for all costs associated with developing and performing the resolution protocol.

If the validity of the Government test results cannot be determined, the Contractor and Government will equally share all costs associated with developing and carrying out the resolution protocol.

(b) Alternatives to removing and replacing non-conforming work. As an alternative to removal and replacement, the Contractor may submit a written request to:

1. Have the work accepted at a reduced price; or

2. Be given permission to perform corrective measures to bring the work into conformity.

The request must contain supporting rationale and documentation. Include references or data justifying the proposal based on an evaluation of test results, effect on service life, value of material or work, quality, aesthetics, and other tangible engineering basis. The CO will determine disposition of the nonconforming work.

106.02_National_11_9_2016

Delete Subsection 106.02 and replace with the following:

106.02 Visual Inspection.

Acceptance is based on visual inspection of the work for compliance with the specific contract requirements.

Use prevailing industry standards in the absence of specific contract requirements or tolerances.

107 - Legal Relations and Responsibility to the Public 107.05_National_7_18_2017

Delete Subsection 107.05.

Delete Subsection 107.05.

108 - Prosecution and Progress 108.00_National_11_9_2016

Delete Section 108 in its entirety.

Delete Section 108.

109 - Measurement and Payment 109.00_National_11_9_2016

Delete Subsections 109.06, 109.07, 109.08, and 109.09:

Delete Subsections 109.06, 109.07, 109.08, 109.09.

109.01_National_2_22_2019

Delete the third paragraph and Table 109-1 of Subsection 109.01 and replace with the following:

109.01 Measurement of Work.

Take measurements as described in Subsection 109.02 unless otherwise modified by the Measurement Subsection of the section controlling the work being performed. Table 109-1 indicates the accuracy required for quantities of the various pay units used in the Schedule of Items. Use this guide to determine the decimal placement in the final payment.

Table 109-1

Decimal Accuracy of Quantities for Final Payment

Pay Item Level of Precision Linear Foot 1

Exception--Timber, Steel, and concrete Piles 0.1 Station 0.1 Mile 0.01 Square Foot 0.1 Square Yard 0.1 Each 1 Acre 0.01 Gallon 1 M-Gals. 0.1 Cubic Yard 1

Exception--Structure Excavation; Sheathing Materials; Bedding, Bed Course, and Backfill Materials; Gabions;

0.1

Exception--Concrete; Masonry 0.01 Pound 1 Ton 0.1

Exception--Calcium Chloride;

Sodium Chloride; Hydrated Lime;

Bituminous Materials; Pavements;

Bed Course Materials

0.01

Hour 0.1

MFBM 0.01

Station Yard 1 Cubic Yard Mile 1 Ton Mile 1

109.02_National_11_9_2016

Add the following sentence to Subsection 109.02(b):

109.02 Measurement Terms and Definitions.

(b) Contract quantity.

Contract quantities will be adjusted only when there are errors in the original design of 15% or more.

155 - Schedules for Construction Contracts 155.00_National_11_9_2016

Delete Section 155 in its entirety.

Delete Section 155.

201 - Clearing and Grubbing 201.04_National_11_2_2016

Add the following paragraph to Subsection 201.04:

201.04 Clearing.

(e) Do not cut vegetation less than 3 feet in height and less than 3 inches in diameter that is within the clearing limits but beyond the roadway and not in a decking area and that does not interfere with sight distance along the road unless otherwise designated.

201.06_National_11_2_2016

Delete the first sentence of this Subsection 201.06 and replace the following:

201.06 Disposal.

Dispose of merchantable timber designated for removal according to the provisions of the timber sale contract.

203 - Removal of Structures and Obstructions 203.04_National_11_2_2016

Make the following changes to Subsection 203.04(b):

203.04 (b) General.

Delete the fifth paragraph of Subsection 203.04(b) and replace with the following:

Remove structures and obstructions in the roadbed to 12 inches (300 millimeters) below subgrade elevation.

Remove structures and obstructions outside the roadbed to 12 inches (300 millimeters) below finished ground or to the natural stream bottom.

Delete the seventh paragraph of Subsection 203.04(b) and replace with the following:

When abandoning an existing culvert pipe, remove the upstream and downstream portion of the culvert to within 12 inches (300 millimeters) of the subgrade or embankment slope. Ensure the abandoned pipe is at least 48 inches (1200 millimeters) from a new culvert or structure. Seal the abandoned culvert ends with a tight-fitting plug of concrete at least 6 inches (150 millimeters) thick. Ensure the structure does not entrap water.

203.05_National_9_10_2018

Add the following to Subsection 203.05:

203.05 Disposing of Material.

(e) Windrowing Construction Slash. Place construction slash outside the roadway in neat, compacted windrows approximately parallel to and along the toe line of embankment slopes. Do not permit the top of the windrows to extend above subgrade. Use construction equipment to matt down all material in a windrow to form a compact and uniform pile. Construct breaks of at least 15 feet at least every 200 feet in a windrow. Do not place windrows against trees.

(f) Scattering. Scatter construction slash in designated areas without damaging trees. Limb all logs. Place logs and stumps away from trees, positioned so they will not roll, and are not on top of one another. Limb and scatter other construction slash to reduce slash concentrations. When scattering for erosion control, place construction slash as flat as practicable on the completed slope.

(g) Chipping. Use an approved chipping machine to chip slash longer than 3 feet. Deposit chips on embankment slopes or outside the roadway to a loose depth less than 6 inches. Minor amounts of chips or ground woody material may be permitted within the roadway if they are thoroughly mixed with soil and do not form a layer.

(h) Debris Mat. Use tree limbs, tops, cull logs, split stumps, wood chunks, and other debris to form a mat upon which construction equipment is operated. Place stumps upside down and blend stumps into the mat.

(i) Decking. Remove brush from designated log deck areas. Limb and top logs.

Logs not meeting the Utilization Standards described in Subsection 201.04(c) shall be cut to lengths less than <number> feet and decked in designated log deck location.

Merchantable timber not associated with an existing timber sale shall be cut to length meeting the Utilization Standards described in Subsection 201.04(c).

Deck logs so that logs are piled parallel to one another; can be removed by standard log loading equipment; will not damage standing trees; will not interfere with drainage, and will not roll. Keep logs in log decks free of brush and soil.

(j) Removal to designated locations. Remove construction slash to designated locations.

(k) Piling. Pile construction slash in designated areas. Place and construct piles so that if the piles are burned, the burning will not damage remaining trees. Keep piles free of dirt from stumps.

204 - Excavation and Embankment 204.00_National_11_4_2016

Delete Section 204 in its entirety and replace with the following.

Section 204. — EXCAVATION AND EMBANKMENT Description

204.01 This work consists of excavating material and constructing embankments. This work also includes furnishing, hauling, stockpiling, placing, disposing, sloping, shaping, compacting, and finishing earthen and rocky material.

204.02 Definitions.

(a) Excavation. Excavation consists of the following:

(1) Roadway excavation. Material excavated from within the right-of-way or easement areas, except subexcavation covered in Subsection 204.02(a)(2) and structure excavation covered in Sections 208 and

209. Roadway excavation includes all material encountered regardless of its nature or characteristics.

(2) Subexcavation. Material excavated from below subgrade elevation in cut sections or from below the original ground-line in embankment sections. Subexcavation excludes the work required by Subsection

204.05 or 204.06.

(3) Borrow excavation. Material used for embankment construction that is obtained from outside the roadway prism. Borrow excavation includes unclassified borrow, and topping.

(b) Embankment construction. Embankment construction consists of placing and compacting roadway or borrow excavation. This work includes:

(1) Preparing foundation for embankment;

(2) Constructing roadway embankments;

(3) Benching for side-hill embankments;

(4) Constructing dikes, ramps, mounds, and berms; and

(5) Backfilling subexcavated areas, holes, pits, and other depressions.

(c) Conserved topsoil. Excavated material conserved from the roadway excavation and embankment foundation areas that is suitable for growth of grass, cover crops, or native vegetation.

(d) Waste. Excess and unsuitable roadway excavation and subexcavation that cannot be used.

Material

204.03 Conform to the following Subsections:

Topping 704.05

Unclassified borrow 704.06

Water 725.01(c)

Construction Requirements

204.04 Preparation for Roadway Excavation and Embankment Construction. Clear the area of vegetation and obstructions according to Sections 201 and 203.

Road pioneering, slash disposal, and grubbing of stumps may proceed concurrently with excavation and embankment. Maintain drainage during pioneering operations.

204.05 Conserved Topsoil. When designated, conserve topsoil from roadway excavation and embankment foundation areas. Stockpile conserved topsoil in low windrows immediately beyond the rounding limits of cut and embankment slopes or in other approved locations. Separate conserved topsoil from other excavated material.

When designated, place conserved topsoil on completed slopes according to Section 624.

204.06 Roadway Excavation. Excavate as follows:

(a) Rock cuts. Blast rock according to Section 205. Excavate rock cuts to 6 inches (150 millimeters) below subgrade within the roadbed limits. Backfill to subgrade with topping or other suitable material. Compact the material according to Subsection 204.11.

(b) Earth cuts. Scarify earth cuts to 6 inches (150 millimeters) below subgrade within the roadbed limits.

Compact the scarified material according to Subsection 204.11.

(c) Pioneer Roads. Conduct excavation and placement operations so material to be treated under Section 201 will not be incorporated into the roadway unless specified in the slash treatment method. Maintain drainage during pioneering operations.

Remove snow and ice in advance of the work and deposit beyond the roadway limits in a manner that will not waste material or generate sediment. Do not incorporate snow and ice into embankments. Place snow or ice in a manner to prevent resource damage.

(d) Drainage Feature. Drainage feature includes construction of all ditches, minor channel changes, drainage dips, catch basins, surface water deflectors, and other minor drainage structures. Compact the material according to Subsection 204.11. Excavate on a uniform grade between control points.

Do not disturb material and vegetation outside the construction limits. Retrieve material deposited outside the construction limits. Dispose of unsuitable or excess excavation material according to Subsection 204.14. Replace shortage of suitable material caused by premature disposal of roadway excavation.

Shape to drain and compact the work area to a uniform cross-section at the end of each day's operations.

204.07 Subexcavation. Excavate material to the required limits. Dispose of unsuitable material according to Subsection 204.14. Take cross-sections according to Section 152. Backfill subexcavated area with suitable material in horizontal layers not exceeding 12 inches (300 millimeters) in compacted thickness and compact according to Subsection 204.11. Prevent unsuitable material from mixing with suitable backfill material.

204.08 Borrow Excavation. Use suitable roadway excavation in embankment construction. Do not use borrow excavation when it results in excess roadway excavation. Deduct excess borrow excavation from the total borrow excavation quantity.

Obtain borrow source approval according to Subsection 105.02. Develop and restore borrow sources according to Subsections 105.03 and 105.06. Do not excavate beyond the established limits. When applicable, shape the borrow source to permit accurate measurements when excavation is complete.

204.09 Preparing Foundation for Embankment Construction. Prepare foundation for embankment construction as follows:

(a) Embankment over natural ground. Remove topsoil and break up the ground surface to a minimum depth of 6 inches (150 millimeters) by plowing or scarifying. Compact the ground surface according to Subsection 204.11.

(b) Embankments over an existing asphalt, concrete, or gravel road surface. Scarify gravel roads to a minimum depth of 6 inches (150 millimeters). Scarify or pulverize asphalt and concrete roads to 6 inches (150 millimeters) below the pavement. Reduce particles to a maximum size of 6 inches (150 millimeters) and produce a uniform material. Compact the surface according to Subsection 204.11.

(c) Embankment across ground not capable of supporting equipment. Dump successive loads of embankment material in a uniformly distributed layer to construct the lower portion of the embankment. Limit the layer thickness to the minimum depth necessary to support the equipment.

(d) Embankment on an existing slope steeper than 1V:3H. Cut horizontal steps in the existing slope to a sufficient width to accommodate placement and compaction operations and equipment. Step the slope as the embankment is placed and compacted in layers. Begin each step at the intersection of the original ground and the vertical cut of the previous step.

204.10 Embankment Construction. Incorporate only suitable roadway excavation material into the embankment.

When the supply of suitable roadway excavation is exhausted, furnish unclassified borrow to…