Attachment 2 Maps.pdf

NO. DATEBYREVISION DESCRIPTION

SHEET NO.

SET NO.

PROJECT:

DATE:

SHEET INDEX

CONSTRUCTION PLANS

SHEET 1 TITLE

SHEET 2 GENERAL NOTES AND QUANTITY SUMMARY

SHEET 3 TYPICAL ROADWAY AND UNDERDRAIN SECTIONS

SHEET 4 ROADWAY AND UNDERDRAIN PLAN AND PROFILE

SHEET 5 SLUMP STABILIZATION DETAILS

SHEET 6 - 9 ROADWAY CROSS SECTIONS

4/4/2023

FOREST CREEK SLUMP

FOREST CREEK SLUMP REPAIR

NFSR 895 MP 39.4

CONSTRUCTION PLANS FOR

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE

REGION ONE

FLATHEAD NATIONAL FOREST

HUNGRY HORSE RANGER DISTRICT

FLATHEAD COUNTY

AREA MAP

MONTANA INDEX MAP

PROJECT ENGINEER

FLATHEAD NATIONAL FOREST

LOCATION MAP

FOREST SUPERVISOR

FLATHEAD NATIONAL FOREST

FOREST ENGINEER

FLATHEAD NATIONAL FOREST

DISTRICT RANGER

HUNGRY HORSE RANGER DISTRICT

N

PROJECT LOCATION

PROJECT LOCATION

PROJECT LOCATION

NFSR 895 MP 39.4

MAZIE CREEK QUARRY

NFSR 5326 MP 1.92

NO

DESIGNED BY:

CHRISTOPHER

STEEN

PROJECT ENGINEER

FLATHEAD NATIONAL FOREST

RECOMMENDED BY:

APPROVED BY:

�4

FOREST ENGINEER

FLATHEAD NATIONAL FOREST

APPROVED BY:

REVISION DESCRIPTION

Oigilally signed by CHRISTOPHER

STEEN

Dale: 2023.04 10 20:53:28-06'00'

DATE

JENNIFER BRADY

2023.04 11 08:37:59 -06'00'

DATE

6Y DATE

AutoCAD SHX Text C:\Users\cgsteen\Box\7700TravelMgmt0110\7720Development\7720 Preconstruction_Construction - Road & Bridge\895-39.4 Forest Cr Slump\4. CAD\R01_Title_Forest.dwg

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CHECKEDDESIGNERDATE

DRAWING TITLE

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

HUNGRY HORSE RANGER DISTRICT

FLATHEAD NATIONAL FOREST

FOREST CREEK SLUMP REPAIR

NORTHERN REGION

REGION 1 GENERAL NOTES AND

QUANTITY SUMMARY

4/4/2023 CS JB 2

FOREST CREEK SLUMP REPAIR - QUANTITY SUMMARY

ITEM NO. DESCRIPTION UNIT

QUANTITY

15101 MOBILIZATION LS ALL

15713 SOIL EROSION AND POLLUTION CONTROL AND STREAM DIVERSION LS ALL

20102 CLEARING AND GRUBBING, DISPOSAL METHOD K ACRE* 1.06

20301 REMOVAL OF CONCRETE TRAFFIC BARRIER RAILS, RELOCATE TO

HUNGRY HORSE RANGER STATION

EACH 8

20401A ROADWAY EXCAVATION, COMPACTION PLACEMENT METHOD 2,

TOLERANCE CLASS C

CY* 2707

20401B SLUMP EXCAVATION, COMPACTION PLACEMENT METHOD 4,

TOLERANCE CLASS J

CY* 1644

20701 EARTHWORK GEOSYNTHETICS, GEOMEMBRANE SY* 70

25101A PLACED RIPRAP, CLASS 0, (GOVERNMENT PROVIDED MATERIAL

SOURCE)

CY* 3

25101B PLACED RIPRAP, CLASS 2, (GOVERNMENT PROVIDED MATERIAL

SOURCE)

CY* 48

30115 AGGREGATE SURFACE COURSE, TYPE G, COMPACTION A

(GOVERNMENT PROVIDED MATERIAL STOCKPILE)

CY* 355

60201A 18 INCH PIPE CULVERT, CORRUGATED STEEL, 16 GAGE, COMPACTION

METHOD 6

LF 56

60201B 24 INCH PIPE CULVERT, CORRUGATED STEEL, 16 GAGE, COMPACTION

METHOD 6

LF 118

60501 UNDERDRAIN SYSTEM LS 1

62502 TURF ESTABLISHMENT, HYDRAULIC METHOD ACRE* 0.77

63306 POST, WOOD, 4 INCH X 4 INCH LF 32

63307 WARNING SIGN, W1-5, 36 INCH EACH 2

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).

DISPOSAL: ALL MATERIALS DESIGNATED FOR REMOVAL BECOME THE PROPERTY OF THE CONTRACTOR AND

ARE TO BE DISPOSED OF LEGALLY OFF THE PROJECT.

CONSTRUCTION SURVEY & STAKING: CONSTRUCTION SURVEY AND STAKING IS THE RESPONSIBILITY OF THE

GOVERNMENT.

TRAFFIC CONTROL: MAINTAIN TRAFFIC ACCORDING TO SECTION 156.

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

MAZIE CREEK QUARRY WHICH IS THE PRIMARY SOURCE TO BE USED FOR CRUSHED AGGREGATE AND RIPRAP

MATERIALS. SEE SECTION 105 FOR ADDITIONAL REQUIREMENTS.

SORTING AND MIXING OF RIPRAP MATERIAL WILL BE REQUIRED TO ACHIEVE THE REQUIRED GRADATION.

UNDERDRAIN SYSTEM: ITEM 60501 INCLUDES ALL COST ASSOCIATED WITH THE UNDERDRAIN SYSTEM

INCLUDING EXCAVATION, GEOSYNTHETICS, DRAIN ROCK, AND HDPE PIPE.

TURF ESTABLISHMENT: 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.

GENERAL NOTES:

SOURCE MATERIAL QUANTITY

MAZIE CR. QUARRY AGGREGATE SURFACE COURSE 355 CY

MAZIE CR. QUARRY RIPRAP MATERIAL 51 CY

*DENOTES CONTRACT QUANTITY

COORDINATE TABLE

POINT NORTHING EASTING ELEVATION DESCRIPTION

CP1 10000.0 5000.0 3680.0 CONTROL POINT - REBAR

CP2 10005.1 4914.1 3679.7 CONTROL POINT - REBAR

CP3 9955.4 4666.0 3682.4 CONTROL POINT - REBAR

#1 9994.5 4521.4 3687.1 STA 0+00 - CL ROADWAY

#2 9588.5 5167.8 3660.5 STA 9+00 - CL ROADWAY

NOTE: ROADWAY ELEVATIONS ARE AT SUBGRADE.

PHOTO OF SLUMP LOOKING DOWN STATION. AERIAL PHOTO OF SLUMP LOOKING DOWN STATION.

SIGN NOTES:

1. SIGN STATION AND LATERAL OFFSET TO BE

STAKED BY GOVERNMENT. SIGNS WILL BE

LOCATED APPROXIMATELY 150 FEET BEYOND

BEGINNING AND END OF PROJECT.

2. WARNING SIGN TO BE TYPE W1-5 SIZE 36 INCH X 36

INCH AND COLORED YELLOW AND BLACK.

MATERIAL SHALL MEET MUTCD W1-5

SPECIFICATIONS. FASTEN TO POST WITH (2)-3/8" X

3" LAG SCREWS WITH WASHERS. FIELD DRILL BOLT

HOLES. SIGNS TO BE SHEETED WITH

RETROREFLECTIVE SHEETING CONFORMING TO

ASTM D 4956, TYPE III, HIGH INTENSITY,

MICROPRISMATIC.

3. POST TO BE 4 INCH X 4 INCH TREATED TIMBER.

1.

SIGN DETAIL

NO SCALE

LATERAL

OFFSET

EDGE OF

TRAVELED WAY

NOTE 1

5'

W1-5

3'

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CHECKEDDESIGNERDATE

DRAWING TITLE

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

HUNGRY HORSE RANGER DISTRICT

FLATHEAD NATIONAL FOREST

FOREST CREEK SLUMP REPAIR

NORTHERN REGION

REGION 1 TYPICAL ROADWAY AND

UNDERDRAIN SECTIONS

4/4/2023 CS JB 3

3H:1V (TYP)

SUBGRADE

NOTE 1

TYPICAL SECTION V-DITCH

NO SCALE

FILL SLOPE

1.5H:1V

AGGREGATE SURFACING WIDTH

(NOTE 1)

5'

CLEARING LIMITS

NOTE 3

3H:1V (TYP)

12' 12'

3H:1V (TYP)

SUBGRADE

NOTE 1

TYPICAL SECTION FLAT BOTTOM DITCH

NO SCALE

CUT SLOPE VARIES

(NOTE 4)

FILL SLOPE

1.5H:1V

AGGREGATE SURFACING WIDTH

(NOTE 1)

5'

5'

CLEARING LIMITS

3H:1V (TYP)

2'

12' 12'

TYPICAL ROAD SECTIONS NOTES:

1. AGGREGATE SURFACE WIDTH AND SUBGRADE WIDTH SHOWN ON TYPICAL SECTIONS DOES NOT

INCLUDE CURVE WIDENING. SEE CROSS SECTIONS FOR ACTUAL WIDTH OF AGGREGATE SURFACING

AND SUBGRADE INCLUDING CURVE WIDENING.

2. DITCH DEPTH VARIES IN SOME LOCATIONS. SEE CROSS SECTIONS FOR ACTUAL DITCH DEPTH.

3. ROADWAY CROSS SECTIONS VARIES. SEE CROSS SECTIONS FOR ACTUAL ROADWAY CROSS SLOPE.

4. SEE CROSS SECTIONS FOR SLOPE OF CUT SLOPE.

(NOTE 2)

(NOTE 2)

NOTE 3

TYPICAL SECTION THROUGH FILL

NO SCALE

12' 12'

SUBGRADE

NOTE 1

FILL SLOPE

1.5H:1V

AGGREGATE SURFACING WIDTH

(NOTE 1)

AGGREGATE SURFACE

COURSE,6" COMPACTED

DEPTH (TYPICAL)

5'

5'

CLEARING LIMITS

3H:1V

(TYP)

NOTE 3

CUT SLOPE VARIES

(NOTE 4)

NOTES:

1. HDPE DRAIN PIPE IS PERFORATED FOR THE LENGTH OF THE UNDERDRAIN (COLLECTOR PIPE). OUTLET

PIPE SECTION OF HDPE DRAIN PIPE IS NOT PERFORATED AS SHOWN ON THE PROFILE.

2. EXTEND GOEMEMBRANE 4 FEET BEYOND EACH END OF THE UNDERDRAIN.

3. ITEM 60501 INCLUDES ALL COSTS ASSOCIATED WITH THE UNDERDRAIN SYSTEM INCLUDING

EXCAVATION, GEOSYNTHETICS, DRAIN ROCK, AND PIPE.

GEOMEMBRANE (NOTE 2)

WRAP BACKFILL WITH

CLASS 1, TYPE A, NONWOVEN

GEOTEXTILE FABRIC, LAP 12"

MINIMUM INCLUDING ENDS

(NOTE 3)

GRANULAR BACKFILL

AASHTO M43 SIZE 2

(SEE NOTE 3)

8" HDPE PERFORATED COLLECTOR PIPE

(NOTE 1 & 3)

ELEVATION

SEE PROFILE

6"

CENTERLINE

UNDERDRAIN

INSIDE

DITCHLINE

3'

3' 3'

UNDERDRAIN - TYPICAL SECTION

NO SCALE

FINISHED

SUBGRADE

AGGREGATE SURFACE

COURSE,6" COMPACTED

DEPTH (TYPICAL)

AGGREGATE SURFACE

COURSE,6" COMPACTED

DEPTH (TYPICAL)

5'

FILL SLOPE

1.5H:1V

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PC 3+78

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CHECKEDDESIGNERDATE

DRAWING TITLE

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

HUNGRY HORSE RANGER DISTRICT

FLATHEAD NATIONAL FOREST

FOREST CREEK SLUMP REPAIR

NORTHERN REGION

REGION 1 ROADWAY AND UNDERDRAIN

PLAN AND PROFILE

4/4/2023 CS JB 4

VERTICAL CURVE 1

LENGTH 100'

PVI STA 0+98.2

PVI EL 3683.7

0' 25' 50'

0+80 BEGIN ROADWORK NFSR 895

BEGIN TRANSITION ZONE

(NOTE 1)

PLAN

CONTOUR INTERVAL = 2'

EDGE OF NEW

ROADWAY

℄ NEW ROADWAY

TOE OF FILL

CP #3

CP #2

PROFILE

VERTICAL CURVE 2

LENGTH 200'

PVI STA 5+76.9

PVI EL 3680.3

FINISHED GRADE AT

CL ROADWAY (SUBGRADE)

STA 0+80

BEGIN ROADWORK

NFSR 895

50' TRANSITION

(NOTE 1)

50' TRANSITION

(NOTE 1)

NOTES:

1. SMOOTHLY TRANSITION ROAD PROFILE, SUPERELEVATION, ROAD WIDTH,

SHOULDERS, DITCHES, CUT SLOPES, AND FILL SLOPES FROM EXISTING

ROADWAY TO NEW ROADWAY OVER 50 FOOT DISTANCE AS SHOWN. ENSURE

DITCHES MAINTAIN POSITIVE DRAINAGE. PLACE 6" LIFT OF AGGREGATE

SURFACE COURSE ON ROADWAY OF TRANSITION ZONE.

2. CULVERTS IN PROFILE VIEW ARE SHOWN AT INLET LOCATION.

3. COVER END OF OUTLET DRAIN WITH STAINLESS STEEL WIRE CLOTH, 3x3

MESH, 0.063" WIRE, AND SECURE WITH WORM DRIVE HOSE CLAMP.

DITCHLINE

UNDERDRAIN

8" HDPE PERFORATED

COLLECTOR PIPE

8" HDPE

NON-PERFORATED

OUTLET PIPE

24"Ø x 118' CSP

STATION 3+17.7

SKEW = 88°

(NOTE 2)

18"Ø x 56' CSP

STATION 5+00

SKEW = 110°

(NOTE 2)

B V

C

E V

C

B V

C

E V

C

EXCAVATION

2669 CY 37 CY

TRANSITION

ZONE (NOTE 1)

TRANSITION

ZONE (NOTE 1)

HORIZONTAL CURVE 2

R=280' Δ=18.6° L=90.7'

SUBGRADE WIDTH=31.4'

TAPER LENGTH=30'

HORIZONTAL CURVE 1

R=375' Δ=11.1° L=72.6'

HORIZONTAL CURVE 5

R=315' Δ=41.3° L=227.0'

HORIZONTAL CURVE 4

R=200' Δ=68.1° L=237.6'

SUBGRADE WIDTH=35.1'

TAPER LENGTH=30'

HORIZONTAL CURVE 3

R=200' Δ=37.2° L=129.9'

SUBGRADE WIDTH=35.0'

TAPER LENGTH=30'

#1

B

E

A

R

I N

G

S

E

#2

B

E

A

R

I

N

G

S

W

6+80 END ROADWORK NFSR 895

END TRANSITION ZONE

(NOTE 1)

TRANSITION ZONE

(NOTE 1)

TRANSITION ZONE

(NOTE 1)

8" HDPE NON-PERFORATED

OUTLET PIPE

EXTEND TO DAYLIGHT

OUTLET END

TREATMENT (NOTE 3)

EDGE OF EXISTING

ROADWAY

APPROXIMATE

LANDSLIDE (SLUMP)

EXTENT

CRACK IN EXISTING

ROAD SURFACE

5+00 CROSS DRAIN

18"Ø x 56' CSP, SKEW = 110°

CONSTRUCT CATCH BASIN,

DITCH BLOCK, AND 30' OUTLET DITCH

3+17.7

24"Ø x 118' CSP, SKEW = 88°

(SEE DETAILS SHEET 5)

THALWEG OF

SEEPING DRAINAGE

TOP OF CUT

EXISTING DITCHLINE

CLASS 2 ROCK RIPRAP CHANNEL

(SEE DETAILS SHEET 5)

CLASS 2 ROCK RIPRAP

APRON 6'x3'x1.5'

NEW DITCHLINE

UNDERDRAIN

(SEE TYPICAL

SECTION)

STA 3+80

EL 3672.0

STA 2+20

EL 3668.8

STA 2+20

STA 3+80

CP#1

PLUG UPHILL END OF

COLLECTOR PIPE

OUTLET END

TREATMENT (NOTE 3)

STATION 6+80

END ROADWORK

NFSR 895

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CHECKEDDESIGNERDATE

DRAWING TITLE

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

HUNGRY HORSE RANGER DISTRICT

FLATHEAD NATIONAL FOREST

FOREST CREEK SLUMP REPAIR

NORTHERN REGION

REGION 1 SLUMP STABILIZATION DETAILS

4/4/2023 CS JB 5

SECTION A-A

NO SCALE

IN SLUMP AREA LAY BACK

SLOPES OR PLACE MATERIAL

FROM EXISTING ROADWAY

AT A 3H:1V SLOPE.

EXISTING GRADE

EXISTING GRADE

EXISTING

ROADWAY

UNDERDRAIN

(SEE TYPICAL SECTION)

RIPRAP CHANNEL DETAIL

NO SCALE

NEW ROADWAY

GEOMEMBRANE

EXISTING ROADWAY EMBANKMENT TO

BE LAID BACK IN THE EXISTING SLUMP

AREA FROM STATION 2+50 TO 3+80.

SLOPE AT A 3H:1V TRANSVERSE TO

CULVERT CENTERLINE AS SHOWN IN

SECTION A-A.

24"Ø x 118' CSP

1.5

APPROXIMATE FINISHED GRADE

AT EDGES OF SLUMP AREA.

SLOPE AT A 3H:1V TRANSVERSE

TO CULVERT CENTERLINE AS

SHOWN IN SECTION A-A.

SEED ENTIRE FINISHED

FACE OF SLUMP AREA

TO END OF RIPRAP BY

HYDRAULIC METHOD

A

A

FINISHED GRADE

ALONG CENTERLINE

OF CULVERT

FINISHED GRADE

CLASS 2 ROCK RIPRAP

CHANNEL

CLASS 2 ROCK RIPRAP

CHANNEL (SEE DETAIL)

CENTERLINE

CULVERT AND

RIPRAP CHANNEL

1'-6" (TYP)

T

Y

P

CENTERLINE

RIPRAP CHANNEL

EMBANKMENT FROM EXISTING

ROADWAY EXCAVATION

EMBANKMENT FROM EXISTING

ROADWAY EXCAVATION

SEED ENTIRE FINISHED

FACE OF SLUMP AREA

TO END OF RIPRAP

CHANNEL BY

HYDRAULIC METHOD

CULVERT INLET RIPRAP DETAIL

NO SCALE

24"Ø CSP

CLASS 0 ROCK

RIPRAP

3' UP STATION

AND 3' DOWN

STATION FROM CL

OF CULVERT

GEOMEMBRANE, EXTEND 3 FEET

BEYOND TOE OF CUT SLOPE AS

SHOWN FOR 5' UP STATION AND

DOWN STATION FROM THE

CULVERT INLET.

UNDERDRAIN

GEOMEMBRANE

WRAP TIGHTLY AROUND

SIDES OF CULVERT INLET

3'

5'-6"

T

Y

P

1.5

EMBANKMENT FROM EXISTING

ROADWAY EXCAVATION

CLASS 2 ROCK RIPRAP

EXISTING GRADE

FINISHED GRADE

CULVERT INLET

RIPRAP (SEE DETAIL)

24"Ø CSP

AGGREGATE

SURFACING

3+17.7 CULVERT & SLUMP PROFILE

NO SCALE

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1+30.1

1+99.4

2+16.9

2+17.1

2+26.2

2+49.8

Field Ref:

Stk L Y: -1.6

Hinge L Y: 0.6

Stk L X: -18.7

P-Stk L: 18.8

P-Clr L: 40.2

Stk R Y: -0.6

Hinge R Y: -0.6

Stk R X: 22.1

P-Stk R: 22.1

P-Clr R: 40.0

H. Offset: 0.0

Inlet Z:

Outlet Z:

Cul Length:

4%

-4%

1-

Field Ref:

Stk L Y: -1.2

Hinge L Y: 0.3

Stk L X: -17.8

P-Stk L: 17.8

P-Clr L: 40.1

Stk R Y: -7.2

Hinge R Y: -0.3

Stk R X: 26.2

P-Stk R: 27.2

P-Clr R: 40.1

H. Offset: 0.0

Inlet Z:

Outlet Z:

Cul Length:

2%

-2%

Field Ref:

Stk L Y: -1.4

Hinge L Y: -0.3

Stk L X: -18.6

P-Stk L: 18.7

P-Clr L: 40.1

Stk R Y: -2.7

Hinge R Y: 0.3

Stk R X: 21.2

P-Stk R: 21.4

P-Clr R: 40.2

H. Offset: 0.0

Inlet Z:

Outlet Z:

Cul Length:

-2%

2%

Field Ref:

Stk L Y: -1.4

Hinge L Y: -0.3

Stk L X: -18.6

P-Stk L: 18.7

P-Clr L: 40.1

Stk R Y: -1.8

Hinge R Y: -1.7

Stk R X: 22.9

P-Stk R: 23.0

P-Clr R: 40.2

H. Offset: 0.0

Inlet Z:

Outlet Z:

Cul Length:

-2%

2%

Field Ref:

Stk L Y: -1.6

Hinge L Y: -0.6

Stk L X: -19.2

P-Stk L: 19.2

P-Clr L: 40.0

Stk R Y: 8.0

Hinge R Y: -1.4

Stk R X: 39.4

P-Stk R: 40.2

P-Clr R: 45.4

H. Offset: 0.0

Inlet Z:

Outlet Z:

Cul Length:

-4%

4%

Field Ref:

Stk L Y: -2.8

Hinge L Y: -0.7

Stk L X: -20.9

P-Stk L: 21.1

P-Clr L: 40.0

Stk R Y: 20.6

Hinge R Y: -1.3

Stk R X: 58.1

P-Stk R: 61.6

P-Clr R: 67.0

H. Offset: 0.0

Inlet Z:

Outlet Z:

Cul Length:

-4%

4%

SHEET 6 OF 9ROADWAY CROSS SECTIONS

AGGREGATE SURFACE

OFFSET FROM CL

(FEET) (TYP)

SUBGRADE OFFSET

FROM CL (FEET) (TYP)

CUT OR FILL SLOPE OFFSET

FROM CL (FEET) (TYP)

SUBGRADE ELEVATION AT CL

(FEET) (TYP)

Field Ref:

Stk L Y: -4.9

Hinge L Y: -0.4

Stk L X: -24.3

P-Stk L: 24.8

P-Clr L: 40.1

Stk R Y: 6.8

Hinge R Y: -2.6

Stk R X: 42.5

P-Stk R: 43.0

P-Clr R: 48.3

H. Offset: 0.0

Inlet Z:

Outlet Z:

Cul Length:

3+13.8

-2%

1-

2%

Field Ref:

Stk L Y: -4.6

Hinge L Y: -0.4

Stk L X: -24.0

P-Stk L: 24.4

P-Clr L: 40.1

Stk R Y: 5.2

Hinge R Y: -2.6

Stk R X: 40.1

P-Stk R: 40.4

P-Clr R: 45.6

H. Offset: 0.0

Inlet Z: 3679.6

Outlet Z: 3637.7

Cul Length: 118.0

3+17.7

-2%

1-

2%

Field Ref:

Stk L Y: -4.4

Hinge L Y: -0.3

Stk L X: -23.6

P-Stk L: 24.0

P-Clr L: 40.1

Stk R Y: 5.1

Hinge R Y: -2.7

Stk R X: 40.0

P-Stk R: 40.3

P-Clr R: 45.5

H. Offset: 0.0

Inlet Z:

Outlet Z:

Cul Length:

3+21.8

-2%

2%

Field Ref:

Stk L Y: -2.4

Hinge L Y: 0.0

Stk L X: -21.1

P-Stk L: 21.2

P-Clr L: 40.0

Stk R Y: 12.4

Hinge R Y: -0.5

Stk R X: 38.6

P-Stk R: 40.6

P-Clr R: 45.7

H. Offset: 0.0

Inlet Z:

Outlet Z:

Cul Length:

3+55.0

0%

0%

-8%

Field Ref:

Stk L Y: -2.4

Hinge L Y: 0.0

Stk L X: -21.0

P-Stk L: 21.1

P-Clr L: 40.0

Stk R Y: 12.4

Hinge R Y: -0.5

Stk R X: 38.6

P-Stk R: 40.5

P-Clr R: 45.6

H. Offset: 0.0

Inlet Z:

Outlet Z:

Cul Length:

3+56.1

0%

0%

-8

Field Ref:

Stk L Y: -1.9

Hinge L Y: 0.3

Stk L X: -20.5

P-Stk L: 20.6

P-Clr L: 40.0

Stk R Y: 14.3

Hinge R Y: -0.8

Stk R X: 41.1

P-Stk R: 43.6

P-Clr R: 48.4

H. Offset: 0.0

Inlet Z:

Outlet Z:

Cul Length:

3+71.5

2%

-2%

-8%

SHEET 7 OF 9ROADWAY CROSS SECTIONS

24"Ø CSP

NOTES: FOR STATION 3+17.7 CULVERT SEE SHEET 5 FOR

FULL CROSS SECTION AND ADDITIONAL DETAILS OF CULVERT,

EXISTING ROADWAY, AND SLUMP AREA.

Stk L Y: -1.7

Hinge L Y: 0.3

Stk L X: -29.0

P-Stk L: 29.1

P-Clr L: 40.0

Stk R Y: 14.3

Hinge R Y: -0.8

Stk R X: 41.2

P-Stk R: 43.6

P-Clr R: 48.4

H. Offset: 0.0

Inlet Z:

Outlet Z:

Cul Length:

3+71.7

2%

-2%

-8%

Field Ref:

Stk L Y: -1.5

Hinge L Y: 0.5

Stk L X: -29.3

P-Stk L: 29.3

P-Clr L: 40.0

Stk R Y: 14.7

Hinge R Y: -1.0

Stk R X: 42.1

P-Stk R: 44.6

P-Clr R: 49.5

H. Offset: 0.0

Inlet Z:

Outlet Z:

Cul Length:

3+78.1

3%

-3%

-8

Field Ref:

Stk L Y: -1.5

Hinge L Y: 0.5

Stk L X: -29.2

P-Stk L: 29.3

P-Clr L: 40.0

Stk R Y: 14.8

Hinge R Y: -1.0

Stk R X: 42.2

P-Stk R: 44.7

P-Clr R: 49.6

H. Offset: 0.0

Inlet Z:

Outlet Z:

Cul Length:

3+80.0

3%

-3%

-8%

Field Ref:

Stk L Y: -0.8

Hinge L Y: 0.8

Stk L X: -27.0

P-Stk L: 27.0

P-Clr L: 40.0

Stk R Y: 15.9

Hinge R Y: -2.8

Stk R X: 45.7

P-Stk R: 48.4

P-Clr R: 53.3

H. Offset: 0.0

Inlet Z:

Outlet Z:

Cul Length:

4+00.0

5%

-5%

:1

Field Ref:

Stk L Y: 0.0

Hinge L Y: 1.0

Stk L X: -23.6

P-Stk L: 23.6

P-Clr L: 40.0

Stk R Y: 23.4

Hinge R Y: -3.1

Stk R X: 54.9

P-Stk R: 59.7

P-Clr R: 64.4

H. Offset: 0.0

Inlet Z:

Outlet Z:

Cul Length:

4+69.0

6%

-6%

Field Ref:

Stk L Y: -0.2

Hinge L Y: 1.0

Stk L X: -24.6

P-Stk L: 24.6

P-Clr L: 40.0

Stk R Y: 25.4

Hinge R Y: -3.1

Stk R X: 59.3

P-Stk R: 64.5

P-Clr R: 69.2

H. Offset: 0.0

Inlet Z:

Outlet Z:

Cul Length:

4+86.0

6%

-6%

SHEET 8 OF 9ROADWAY CROSS SECTIONS

Stk L Y: -0.2

Hinge L Y: 1.0

Stk L X: -24.9

P-Stk L: 24.9

P-Clr L: 40.0

Stk R Y: 26.1

Hinge R Y: -3.1

Stk R X: 60.1

P-Stk R: 65.6

P-Clr R: 70.2

H. Offset: 0.0

Inlet Z:

Outlet Z:

Cul Length:

4+90.9

6%

-6%

Field Ref:

Stk L Y: -0.2

Hinge L Y: 1.0

Stk L X: -24.9

P-Stk L: 24.9

P-Clr L: 40.0

Stk R Y: 26.1

Hinge R Y: -3.1

Stk R X: 58.2

P-Stk R: 63.8

P-Clr R: 68.4

H. Offset: 0.0

Inlet Z:

Outlet Z:

Cul Length:

4+91.1

6%

-6%

Field Ref:

Stk L Y: -0.3

Hinge L Y: 1.0

Stk L X: -25.3

P-Stk L: 25.3

P-Clr L: 40.0

Stk R Y: 27.8

Hinge R Y: -3.1

Stk R X: 60.1

P-Stk R: 66.2

P-Clr R: 70.8

H. Offset: 0.0

Inlet Z: 3677.7

Outlet Z: 3676.6

Cul Length: 56.0

5+00.0

6%

-6%

Field Ref:

Stk L Y: -0.5

Hinge L Y: 1.0

Stk L X: -26.6

P-Stk L: 26.6

P-Clr L: 40.0

Stk R Y: 13.5

Hinge R Y: -3.1

Stk R X: 43.3

P-Stk R: 45.3

P-Clr R: 51.3

H. Offset: 0.0

Inlet Z:

Outlet Z:

Cul Length:

6+15.7

6%

-6%

Field Ref:

Stk L Y: -0.3

Hinge L Y: 0.9

Stk L X: -24.0

P-Stk L: 24.0

P-Clr L: 40.0

Stk R Y: 14.6

Hinge R Y: -2.9

Stk R X: 43.8

P-Stk R: 46.1

P-Clr R: 52.3

H. Offset: 0.0

Inlet Z:

Outlet Z:

Cul Length:

6+29.9

5%

-5%

SHEET 9 OF 9ROADWAY CROSS SECTIONS

CONSTRUCT

30' OUTLET DITCH

18"Ø CSP