NFSR_60_Aggregate_Surfacing_Plans.pdf

PDF 3 MB Posted Mar 26, 2018

Attached to: Aggregate Surfacing, Crushing & Laydown, Tally Lake Ranger District, Flathead National Forest
Solicitation number: 1203418R0001
Issued by: Department of Agriculture Forest Service R1-Northern Region

About this file

From the source

Drawings and plans

View the file

Other files

File	Type	Posted
SF30-16b1.pdf	PDF	Apr 12, 2018
Good_Creek_Crush_and_Laydown_Solicitation.pdf	PDF	Mar 26, 2018
FoodStorageOrder-LC-10-D1-01.pdf	PDF	Mar 26, 2018
NFSR_60_Aggregate_Surfacing_FSSS.pdf	PDF	Mar 26, 2018

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

OD CR

EEK

ALDER CREEK

GR EGG CREEK

UME CREEK

EVERS CREEK

IXI

E C

DAGGET CREEK

ROBERTSON

CREEK

GROUSE CREEK

E AST SANKO CREEK

CORDUROY CREEK

SMOKE CREEK

SANKO

CREEK

L OGAN CREEK

GERGEN CREEK

NELSON

CRE EK

NORTH FORK EVERS CREEK

JOHNSON CREEK

POTTER CREEK

35 36

27282930

31 32 33

60A

60C

2809B

11217

96 10431

10434

11290

10432

2880C

5203A

2879B

10434B

2890A

520311221

11217A

2904D

2982A

2879A

2890D

2998B

10208

11222

60F

11280

289611214

11282

5202Y

60E

R24WR25W

T32N

³ 0 1 2 3 40.5

Miles

PROJECT AREA MAP

GREGG CREEK QUARRY

NFSR 60A, MP 3.21

SECTION 26 T31N R25W

(MONTANA)

BORROW SOURCE

NFSR 60, MP 8.38

SECTION 33 T32N R24W

(MONTANA)

BEGIN ROADWORK

NFSR 60, MILEPOST 6.01

END ROADWORK

NFSR 60, MILEPOST 17.34

ROAD RECONSTRUCTION AND SURFACING

NATIONAL FOREST SYSTEM ROAD NUMBER

MATERIAL SOURCES

BRIDGES

FOREST ROAD - OPEN YEARLONG

FOREST ROAD - CLOSED YEARLONG

STATE LAND

FOREST SERVICE LAND

PRIVATE LAND

LEGEND

T31N

DRAWN

K.MEREDITH

DATE

002SHEET

FLATHEAD NATIONAL

FOREST

TALLY LAKE RANGER

DISTRICT

(R1)

C.STEEN

NORTHERN REGION

CHECKED

DWG SHEET NO.

United States Department of Agriculture

PROJECT AREA MAP

DRAWING TITLE

C.STEEN

ARCHIVE NO.

Forest Service

DESIGNER

PROJECT NO.

12/ 18/

17:

N C :\U

\CG

N\D

\FS

\1.

T F

ILE

S\1

. A

IVE

\60

K C

N\3

. C

ING

S\G

D C

C& L.D

NFSR No. 60

AGGREGATE

SURFACING,

CRUSHING &

LAYDOWN

1/4/2018

EXISTING GROUND

BOTTOM OF

CATCH BASIN

5.0'

2.0'

SECTION A-A

4.0'

SECTION B-B

TYPICAL CATCH BASIN INSTALLATION

DITCH BLOCK --

(ARMOR WITH RIPRAP

1:1

2:1

SUBGRADE SHOULDER

ARMOR WITH RIPRAP

1.0'

SUBGRADE

NO SCALE

BDITCH LINE

SUBGRADE SHOULDER

TOP OF CUT

TRANSITION

25 FT. OR AS STAKED

TRANSITION

25 FT. OR AS STAKED

CONSTRUCT DITCH BLOCK --

(NO DIKE AT VERTICAL SAGS

OR STREAM CROSSINGS)

PLACE RIPRAP AROUND THE INLETS AND OUTLETS OF ALL NEW CULVERTS AND AT ALL

OTHER CULVERTS AS DESIGNATED ON THE PLANS. ROCK MEETING THE RIPRAP GRADATION

REQUIREMENTS MAY BE CONSERVED FROM PROJECT WORK AND USED AS RIPRAP.

DITCH BLOCK

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

1/4 /18

7 C

C :\U

\1.

\60 -(6

.10 -1

7.3 4)

K C&

(R1)

NORTHERN REGION

NFSR No. 60

AGGREGATE

SURFACING,

CRUSHING &

LAYDOWN

FLATHEAD NATIONAL

FOREST

TALLY LAKE RANGER

DISTRICT

QUANTITY SUMMARY

& GENERAL NOTES

1/4/2018

C. STEEN

K. MEREDITH

C-01

008003

SUMMARY OF QUANTITIES

ITEM NO. DESCRIPTION UNIT QUANTITY

15101 MOBILIZATION ALL 1

20701 EARTHWORK GEOTEXTILE, CLASS 1 NONWOVEN, TYPE A SY 1632

23001 ROADSIDE BRUSHING MILE 11.33

30103 AGGREGATE BASE COURSE, TYPE A, COMPACTION B CY 1589

30115 AGGREGATE SURFACE COURSE, TYPE G, COMPACTION B CY 14055

30312 AGGREGATE SURFACE RECONDITIONING, COMPACTION A MILE 3.21

30315 ROADWAY RECONDITIONING, COMPACTION METHOD B MILE 11.33

31401 STOCKPILED AGGREGATE, TYPE G CY 2000

31403 DEVELOPMENT OF GOVT SOURCE, GREGG CREEK QUARRY ALL 1

60201 18 INCH CSP, 0.064" THICKNESS, COMPACTION METHOD 6 LF 52

60501 UNDERDRAIN SYSTEM ALL 1

62501 TURF ESTABLISHMENT ALL 1

SPECIFICATIONS: MATERIALS AND CONSTRUCTION OF THIS PROJECT SHALL BE IN ACCORDANCE WITH THE STANDARD

SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-14, AND ALL

APPLICABLE FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS (FSSS).

CONSTRUCTION SURVEY & STAKING: MILE POST MARKERS FOR ITEMS OF WORK WILL BE STAKED BY THE FOREST

SERVICE. CONTRACTOR IS RESPONSIBLE TO MAINTAIN AND PRESERVE ALL STAKES AND OTHER MARKS SET BY THE

GOVERNMENT UNTIL AUTHORIZED TO REMOVE THEM. CONTRACTOR IS RESPONSIBLE FOR ALL OTHER SURVEY AND

CONSTRUCTION LAYOUT REQUIRED TO PERFORM THE WORK.

TRAFFIC CONTROL: MAINTAIN TRAFFIC ACCORDING TO SECTION 156. KEEP EXISTING ROADS OPEN TO TRAFFIC DURING

ROAD IMPROVEMENT WORK, AND MAINTAIN THEM IN A CONDITION THAT WILL ADEQUATELY ACCOMMODATE TRAFFIC.

ROAD & BRIDGE WEIGHT RESTRICTIONS: ALL VEHICLES UTILIZING NATIONAL FOREST SYSTEM ROADS MUST COMPLY WITH

THE WEIGHT LIMITS ESTABLISHED IN 23 U.S.C. 127, 23 CFR 658, and MCA 61-10- 107. ALL VEHICLES MUST MEET THE

FEDERAL BRIDGE FORMULA WEIGHT LIMITS AND NOT EXCEED A MAXIMUM GROSS VEHICLE WEIGHT OF 120,000 POUNDS.

SINGLE AXLES ARE LIMITED TO 20,000 POUNDS AND TANDEM AXLES TO 34,000 POUNDS. ANY VEHICLE THAT EXCEEDS ANY

OF THE PRECEDING WEIGHT LIMITATIONS MUST APPLY FOR A FOREST SERVICE OVERLOAD PERMIT. THE FOREST SERVICE

WILL EITHER PERMIT OR DENY OVERLOAD PERMITS WITHIN 14 DAYS OF RECEIPT. GOVERNMENT IS NOT RESPONSIBLE FOR

COSTS OR DELAYS ASSOCIATED WITH DENIAL OF AN OVERLOAD PERMIT.

GOVERNMENT PROVIDED SOURCES: GOVERNMENT PROVIDED SOURCES FOR THIS PROJECT INCLUDE THE GREGG CREEK

QUARRY WHICH IS THE PRIMARY SOURCE TO BE USED TO MANUFACTURE ALL OF THE AGGREGATE SURFACING AND BASE

MATERIAL NEED FOR THIS PROJECT. AN OPTIONAL BORROW SOURCE IS AVAILABLE IF THE CONTRACTOR CHOOSES IN THE

CUT SLOPE OF THE EXISTING ROADWAY OF NSFR 60 AT MILEPOST 8.38. SEE SHEETS 6-8 OF THESE PLANS AND SECTION

105 FOR ADDITIONAL REQUIREMENTS FOR GOVERNMENT FURNISHED SOURCES.

TURF ESTABLISHMENT: APPLY SEED, FERTILIZER, AND MULCH A THE RATES SPECIFIED IN SECTION 625 TO ALL DISTURBED

AREAS OUTSIDE OF THE ROAD SHOULDERS INCLUDING FILL SLOPES, CUT SLOPES, ETC. CARE SHALL BE TAKEN NOT TO

DISTRIBUTE ANY FERTILIZER INTO STREAMS.

GENERAL NOTES:

AutoCAD SHX Text

PROJECT NAME

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 E

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

1/4 /18

9 C

C :\U

\1.

\60 -(6

.10 -1

7.3 4)

K C&

(R1)

NORTHERN REGION

NFSR No. 60

AGGREGATE

SURFACING,

CRUSHING &

LAYDOWN

FLATHEAD NATIONAL

FOREST

TALLY LAKE RANGER

DISTRICT

TYPICAL SECTIONS &

AGGREGATE

COURSES

1/4/2018

C. STEEN

K. MEREDITH

C-02

008004

AGGREGATE SURFACING

WIDTH (SEE TABLE 1)

TABLE 1 - SURFACING & BASE COURSE INFORMATION

ROAD

NUMBER ROAD NAME BEGIN

MILEPOST

END

MILEPOST

SURFACING

WIDTH BASE DEPTH GEOTEXTILE

WIDTH

60 GOOD CREEK 6.010 6.924 24'-0" ---- ----

60 GOOD CREEK 6.924 10.516 18'-0" ---- ----

60 GOOD CREEK 10.516 10.717 18'-0" 4" ----

60 GOOD CREEK 10.717 10.953 18'-0" ---- ----

60 GOOD CREEK 10.953 11.058 18'-0" 4" ----

60 GOOD CREEK 11.058 11.201 18'-0" ---- ----

60 GOOD CREEK 11.201 11.249 18'-0" SEE SHEET 5

60 GOOD CREEK 11.249 11.634 18'-0" ---- ----

60 GOOD CREEK 11.634 11.756 18'-0" 8" 20'-0"

60 GOOD CREEK 11.756 11.933 18'-0" ---- ----

60 GOOD CREEK 11.933 12.385 18'-0" 4" ----

60 GOOD CREEK 12.385 13.006 18'-0" ---- ----

60 GOOD CREEK 13.006 13.044 18'-0" 4" ----

60 GOOD CREEK 13.044 15.750 18'-0" ---- ----

60 GOOD CREEK 15.750 17.344 14'-0" ---- ----

TYPICAL ROAD SECTION

AGGREGATE SURFACING

WIDTH (SEE TABLE 1)

BASE COURSE

(SEE TABLE 1)

SURFACE COURSE

4" COMPACTED DEPTH

(TYPICAL)

PROFILE - BASE COURSE TRANSITION

30' BASE COURSE TRANSITION TAPER

FULL DEPTH

BASE COURSE

NO BASE

COURSE

SURFACE COURSE

4" COMPACTED DEPTH

(TYPICAL)

ROADWAY BRUSHING LIMITS

5'ROADWAY RECONDITIONING LIMITS8'

ROADWAY RECONDITIONING LIMITS 5'8'

ROADWAY BRUSHING LIMITS

SEE NOTE

GEOTEXTILE FABRIC

(SEE TABLE 1)

SUBGRADE

DITCH OR BACK

OF CATCH BASIN

I N

3H:1V (TYP)

SURFACE COURSE

4" COMPACTED DEPTH

(TYPICAL)

TYPICAL ROAD SECTION - WITH BASE COURSE

DITCH OR BACK

OF CATCH BASIN

ROADSIDE BRUSHING: BRUSH ROAD 60 FROM MILEPOST 6.01 TO 17.34 (11.33 MILES). COMPLETE ROADSIDE BRUSHING

WITHIN THE BRUSHING LIMITS ACCORDING TO SECTION 203.

ROADWAY RECONDITIONING: RECONDITION ROAD 60 FROM MILEPOST 6.01 TO 17.34 (11.33 MILES). COMPLETE ROADWAY

RECONDITIONING WITHIN THE ROADWAY RECONDITIONING LIMITS ACCORDING TO SUBSECTION 303.07 COMPACTION

METHOD B. WHEN THE EXISTING ROADWAY IS WIDER THAN THE BASE OR SURFACE COURSE THE LIMIT OF

RECONDITIONING EXTENDS TO THE TOP OF THE FILL SLOPE.

AGGREGATE SURFACE RECONDITIONING: ONCE AGGREGATE HAUL IS COMPLETE CONTRACTOR WILL BLADE ROAD 60A

FROM THE GREGG CREEK QUARRY TO ITS JUNCTION WITH ROAD 60 (3.21 MILES) ACCORDING TO SECTION 303.06

COMPACTION METHOD A.

ROADWAY CROSS SLOPE: SUBGRADE, BASE COURSE, AND SURFACE COURSE WILL BE CROWNED A MINIMUM OF 3% AND

A MAXIMUM OF 4%. IN AREAS OF SUPERELEVATION, IF EXISTING CROSS SLOPE IS 3% OR GREATER MATCH THE EXISTING

CROSS SLOPE, IF THE EXISTING CROSS SLOPE IS LESS THAN 3% INCREASE THE SLOPE TO 3%.

GEOTEXTILE FABRIC: PLACE GEOTEXTILE FABRIC ACCORDING TO SECTION 207. OVERLAP AT LEAST 24" AT THE ENDS AND

SIDES OF ADJOINING SHEETS.

AGGREGATE & BASE COURSE NOTES:

RECONDITION

TO TOP OF EXISTING

FILL. (SEE NOTES)

RECONDITION

TO TOP OF EXISTING

FILL. (SEE NOTES)

SEE NOTE

SEE NOTE SEE NOTE

SUBGRADE

GEOTEXTILE FABRIC

(SEE TABLE 1)

BASE COURSE

(SEE TABLE 1)

ROAD 60

APPROACH DETAIL

NO SCALE

NOTE: PROVIDE AGGREGATE SURFACE

TRANSITIONS AT APPROACHES.

TRANSITIONS SHALL BE 10' ALONG

CENTERLINE OF APPROACH ALIGNMENT.

AutoCAD SHX Text

PROJECT NAME

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

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

1/4 /18

9 C

C :\U

\1.

\60 -(6

.10 -1

7.3 4)

K C&

(R1)

NORTHERN REGION

NFSR No. 60

AGGREGATE

SURFACING,

CRUSHING &

LAYDOWN

FLATHEAD NATIONAL

FOREST

TALLY LAKE RANGER

DISTRICT

ROAD 60 BORROW

SOURCE

1/4/2018

C. STEEN

K. MEREDITH

C-04

008006

TYPICAL SECTION

5' CLEARING LIMIT

EXISTING

CUT SLOPE

FINISH GRADE

1.25H:1V (TYP)

EXISTING DITCHLINE

I N

12' MAX

ROAD 60

ROAD 60 BORROW SOURCE

SEE NOTE 50' TAPER50' TAPER

TOE OF CUT

A X

EXISTING DITCHLINE

ROAD 60

SHOULDERS

PLAN

ROAD 60 BORROW SOURCE

NO SCALE

ROAD 60 APPROX.

MILEPOST 8.38

SOURCE DEVELOPMENT: THE ROAD 60 BORROW SOURCE IS AN OPTIONAL SOURCE THAT THE

CONTRACTOR MAY USE TO IMPORT MATERIAL FOR USE IN THE PRODUCTION OF AGGREGATE SURFACING

AND BASE MATERIAL. ALL COSTS ASSOCIATED WITH USE OF THIS SOURCE ARE INDIRECT TO OTHER ITEMS.

SOURCE DEVELOPMENT PLAN: CONTRACTOR SHALL PREPARE AND SUBMIT A SOURCE DEVELOPMENT

PLAN. EXPECTED LENGTH OF BORROW AREA SHALL BE INCLUDED IN THE DEVELOPMENT PLAN.

CONTRACTOR IS RESPONSIBLE FOR THE MARKING AND CLEARING OF THE BORROW SOURCE LIMITS AS

APPROVED IN THE BORROW SOURCE DEVELOPMENT PLAN.

FINAL BORROW SOURCE FLOOR SHALL BE SMOOTH AND SLOPED TO DRAIN AS APPROVED IN THE BORROW

DEVELOPMENT PLAN.

TRAFFIC CONTROL: MAINTAIN TRAFFIC ACCORDING TO SECTION 156. KEEP EXISTING ROADS OPEN TO

TRAFFIC DURING ROAD IMPROVEMENT WORK, AND MAINTAIN THEM IN A CONDITION THAT WILL

ADEQUATELY ACCOMMODATE TRAFFIC.

SEEDING, FERTILIZING & MULCHING: APPLY SEED, FERTILIZER, AND MULCH AT THE RATES SPECIFIED IN

SECTION 625 TO ALL DISTURBED AREAS OUTSIDE OF THE ROAD SHOULDERS INCLUDING FILL SLOPES, CUT

SLOPES, ETC. CARE SHALL BE TAKEN NOT TO DISTRIBUTE ANY FERTILIZER INTO STREAMS. THIS ITEM IS

INDIRECT TO OTHER ITEMS.

BORROW SOURCE NOTES:

NOTE: RECOMPACT THE FOLLOWING CULVERTS ON ROAD 60:

CULVERT #1 - MILEPOST 10.614 - 18" CMP (LESS THAN 5' FILL)

CULVERT #2 - MILEPOST 11.443 - 30" CMP (LESS THAN 5' FILL)

CULVERT RECOMPACTION IS INDIRECT TO ROADWAY RECONDITIONING ITEM.

1' MIN (TYP)

M P

EXCAVATE MATERIAL,

BACKFILL WITH SUITABLE

MATERIAL, BACKFILL & COMPACT

IN 6" LIFTS PER FSSS 209.10

METHOD 6

EXISTING ROAD SURFACE

CULVERT BACKFILL RECOMPACTION

NO SCALE

SEED, FERTILIZE, MULCH

AutoCAD SHX Text

PROJECT NAME

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

-1 .7

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

1/4 /18

9 C

C :\U

\1.

\60 -(6

.10 -1

7.3 4)

K C&

(R1)

NORTHERN REGION

NFSR No. 60

AGGREGATE

SURFACING,

CRUSHING &

LAYDOWN

FLATHEAD NATIONAL

FOREST

TALLY LAKE RANGER

DISTRICT

ROAD 60 SLUMP

REPAIR

1/4/2018

C. STEEN

K. MEREDITH

C-03

008005

PLAN

SCALE 1" = 30'

CONTOUR INTERVAL = 1'

TYPICAL SECTION

SCALE 1" = 10'

UNDERDRAIN

STA. 592+00 TO

STA. 593+00

DRAIN PIPE 6" SDR 35

PERFORATED PVC PIPE,

TERMINATE ENDS 6" FROM END

OF DRAIN AND CAP

CP #1

CP #2

2% MIN

DRAIN PIPE

6" SDR 35 PVC

PIPE (NOT

PERFORATED)

1' MIN

Y P

3H:1V

UNDERDRAIN DETAIL

SCALE 1" = 4'

EXISTING

GRADE

FINISH GRADE BASE

(SURFACE COURSE

NOT SHOWN)

DRAIN PIPE 6" SDR 35

PERFORATED PVC PIPE

DRAIN PIPE

6" SDR 35

PVC PIPE, NOT

PERFORATED

FINISH GRADE

BASE

EXISTING GRADE

BASE

WRAP BACKFILL WITH

CLASS 1, TYPE A, NONWOVEN

GEOTEXTILE FABRIC,LAP

12" MINIMUM INCLUDING ENDS

(INDIRECT TO UNDERDRAIN)

CONSTRUCT EMBANKMENT

WITH BASE TYPE A, APPROX 88CY

(INCLUDE IN ITEM 30103)

FINISH GRADE

BASE

EXISTING GRADE

NEW 18" x 50' CMP

STATION 591+98

INLET INVERT EL. 3004.6

OUTLET INVERT EL. 2998.5

SKEW 120°

PROFILE

SCALE 1" = 30'

FLAT BOTTOM DITCH

SEE TYPICAL SECTION

BOTTOM OF

FILL SLOPE

℄ NEW

ROADWAY

NEW EDGE

OF ROADWAY

Y P

℄ EXISTING

ROADWAY

SEE UNDER-

DRAIN DETAIL

CATCH BASIN &

DITCH BLOCK

(SEE DETAIL

SHEET 2)

EXISTING 18" CMP

ADD 2' INLET

EXTENSION

HORIZONTAL CURVE 1

RADIUS 380'

LENGTH 178.0'

Δ 26.8°

VERTICAL CURVE 1

LENGTH 100'

PVI STA 592+66.7

PVI EL 3003.53

E V

STA 593+95

END ROAD SLUMP REPAIR

FOREST ROAD 60

STA 591+46

BEGIN ROAD SLUMP REPAIR

FOREST ROAD 60

DRAIN PIPE

6" SDR 35 PVC

PIPE (NOT

PERFORATED)

EXISTING 18" CMP

ADD 2' INLET

EXTENSION

NEW 18"Ø x 50' CMP

NOTE: CULVERT LOCATIONS SHOWN IN PROFILE ARE AT THE CULVERT

INLET. ROADWAY PROFILES SHOWN ARE AT THE CENTERLINE OF THE

NEW ROADWAY. SURFACE COURSE NOT SHOWN.

10' TRANSITION

MIN (TYP)

EXISTING 18" CMP

UNDERDRAIN

ELEV 2998.8

ELEV 2996.2

6" PVC PIPE

PERFORATED

NEW DITCHLINE

1' (TYP)

1'4'4'6'

UNDERDRAIN TRANSITION UNDER CMP

SCALE 1" = 10'

B E

A R

N 67°30'10"E

COORDINATE TABLE

POINT NORTHING EASTING ELEVATION

CP1 1000.0 5000.0 3000.0

CP2 1069.1 5069.3 3014.3

#1 1151.4 5058.5 3008.2

#2 1023.5 4908.2 3001.4

IMPERVIOUS

MATERIAL

GRANULAR BACKFILL

2% MIN

GEOTEXTILE FABRIC

CAP UPHILL

END OF PVC

PIPE

SEE DETAIL

CATCH

BASIN

TOP OF CUT SLOPE

0' 30' 60'

GRANULAR BACKFILL

EXISTING

CULVERT

NOTE: ALL UNDERDRAIN WORK AND MATERIALS ARE INDIRECT TO THE

UNDERDRAIN ITEM INCLUDING PIPE, GEOTEXTILE, GRANULAR BACKFILL,

ETC. GRANULAR BACKFILL IS CONTRACTOR PROVIDED.

B V

STA 591+46

BEGIN ROAD SLUMP REPAIR

FOREST ROAD 60

STA 593+95

END ROAD SLUMP REPAIR

FOREST ROAD 60

NOTE: CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION SURVEY

AND LAYOUT REQUIRED FOR SLUMP REPAIR WORK ITEMS.

GEOTEXTILE FABRIC

CLASS 1 NONWOVEN, TYPE A

592+10 TO 593+10

18' WIDE (INCLUDED IN ITEM 20701)

AutoCAD SHX Text

PROJECT NAME

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

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

1/4 /18

9 C

C :\U

\1.

\60 -(6

.10 -1

7.3 4)

K C&

(R1)

NORTHERN REGION

NFSR No. 60

AGGREGATE

SURFACING,

CRUSHING &

LAYDOWN

FLATHEAD NATIONAL

FOREST

TALLY LAKE RANGER

DISTRICT

GREGG CREEK

QUARRY SITE PLAN

1/4/2018

C. STEEN

K. MEREDITH

C-05

008007

QUARRY DEVELOPMENT: CONTRACTOR SHALL PREPARE AND SUBMIT A SOURCE

DEVELOPMENT PLAN. CONTRACTOR IS RESPONSIBLE FOR THE MARKING AND CLEARING

OF THE QUARRY DEVELOPMENT LIMITS AS APPROVED IN THE QUARRY DEVELOPMENT

PLAN.

FINAL QUARRY FLOOR SHALL BE SMOOTH AND SLOPED TO DRAIN AS APPROVED IN THE

QUARRY DEVELOPMENT PLAN.

TOPSOIL: THE PORTION OF THE QUARRY TO BE DEVELOPED SHALL BE STRIPPED OF

TOPSOIL. THE STRIPPED SOIL SHALL BE FORMED AS A SAFETY BERM IN A FAIRLY

UNIFORM WINDROW ALONG THE OUTER PORTION OF THE CLEARING LIMIT.

CLEAN UP AND RESTORATION: AFTER AGGREGATE PRODUCTION WORK IS COMPLETED

AND CRUSHER MACHINERY IS REMOVED, THE ENTIRE SITE SHALL BE CLEANED OF

GARBAGE AND WASTE PRODUCTS AND THE WORKING AREA FLOOR SMOOTHED.

EXCAVATED SLOPES SHALL BE SCALED OF LOOSE UNSAFE ROCK MATERIAL. STRIPPED

TOPSOIL SHALL BE LEFT IN PLACE IN THE BERMS.

ROAD CLOSURE BARRIER ROCKS: CONTRACTOR IS RESPONSIBLE TO REPLACE THE

EXISTING ROAD CLOSURE BARRIER ROCKS ON THE QUARRY ACCESS ROAD AND BUILD A

DRIVE TROUGH DITCH TO DIVERT WATER FROM THE ROAD SURFACE.

BLASTING: ROCK BLASTING SHALL BE COMPLETED ACCORDING TO SECTION 205.

QUARRY DEVELOPMENT NOTES:

EXISTING

AGGREGATE

STOCKPILE

ROAD CLOSURE

BARRIER ROCKS

EXISTING DITCH

CP #1

CP #3

CP #2

EXISTING

WALL #1

EXISTING

WALL #2

COORDINATE TABLE

POINT NORTHING EASTING ELEVATION

CP1 10087.3 5219.3 2956.2

CP2 10000.0 5000.0 3000.0

CP3 9941.7 5228.9 2970.5

GREGG CREEK QUARRY PLAN

SCALE 1" = 50'

CONTOUR INTERVAL = 1'

0' 50' 75' 100' 150'

AutoCAD SHX Text

PROJECT NAME

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

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

1/4 /18

9 C

C :\U

\1.

\60 -(6

.10 -1

7.3 4)

K C&

(R1)

NORTHERN REGION

NFSR No. 60

AGGREGATE

SURFACING,

CRUSHING &

LAYDOWN

FLATHEAD NATIONAL

FOREST

TALLY LAKE RANGER

DISTRICT

GREGG CREEK

QUARRY SECTIONS

1/4/2018

C. STEEN

K. MEREDITH

C-06

008008

PROPOSED

EXCAVATION

PROPOSED

EXCAVATION

SECTION A-A

SECTION B-B

15' CLEARING LIMIT

EXISTING QUARRY

FLOOR

EXISTING QUARRY

FLOOR (UPPER BENCH)

VERTICAL

APPROXIMATE

ELEV.3012

APPROXIMATE

ELEV.3012

EXISTING

WALL #1

EXISTING

WALL #2

EXISTING

WALL #1

EXISTING

WALL #2

QUARRY - FACING WEST QUARRY - FACING SOUTH QUARRY - FACING SOUTH

EXISTING

WALL #1

EXISTING

WALL #2

AutoCAD SHX Text

PROJECT NAME

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

Binder1

Good Creek C&L Plans R2

SHT 1

Sheets and Views

17x11 EXPANDED

SHT 2

SHT 4

Sheets and Views

SHT 4

SHT 5

Sheets and Views

SHT 5

SHT 6

Sheets and Views

SHT 6

SHT 7

Sheets and Views

SHT 7

SHT 8

Sheets and Views

SHT 8

SHT 3

Sheets and Views

SHT 3

Good Creek C&L Cover (signed)

File details come from the government source that posted it.