S-10-0550 Attachment 1 Plans-Phase 1

3 MB Posted Aug 12, 2010

Attached to: RECOVERY-Mill-Luther Phase I Stormproofing/Decommissioning - Klamath National Forest
Solicitation number: AG-9702-S-10-0550
Issued by: Department of Agriculture Forest Service Washington Office Economic Recovery Operations Center Southwest

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S-10-0550 Attachment 1 Plans-Phase 1 (revised).pdf

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KLAMATH

NATIONAL FOREST

VICINITY

Somes Bar

Dorris

Macdoel

Montague

Grenada

Weed

Mt hastaS

McCloud

YREKA

Fort Jones

Etna

Callahan

Forks of

Salmon

Happy Camp

Oregon

California

Cecilville

APPROVED BY

STATE OF CALIFORNIA

INDEX MAP

SAN DIEGO

BLYTHE

NEEDLES

SAN BERNARDINO

PASADENA

LOS ANGELES

SANTA BARBARA

GOLETA

BAKERSFIELD

PORTERVILLE

FRESNO

BISHOP

STOCKTON

SONORA

PLACERVILLE

SACRAMENTO

MONTEREY

SAN

FRANCISCO

SANTA ROSA

TRUCKEE

NEVADA CITY

QUINCY

SUSANVILLE

REDDING

RED BLUFF

EUREKA

FORT BRAGG WILLOWS

WILLITS

UKIAH

ALTURAS

YREKA

CRESENT

CITY

MEXICO

NEVADA

OREGON

PACIFIC OCEAN

LEGEND

INTERSTATE HIGHWAYS

U.S. HIGHWAYS

STATE HIGHWAYS

FOREST HIGHWAYS

SCALE

0 50 100 150 200 MILES

DATE DATE DATE

FOREST ENGINEER

DATE

FOREST SUPERVISORENGINEERING REPRESENTATIVE DISTRICT RANGER

SAFETY

THINK

ALWAYS

DRAWING INDEX

DRAWING NAME DRAWING NAMEDRAWING # DRAWING #

PROJECT ROAD NO.

FOREST SERVICE - REGION FIVE

KLAMATH NATIONAL FOREST

SISKIYOU COUNTY, CALIFORNIA

UNITED STATES DEPARTMENT OF AGRICULTURE

MILES

HAPPY CAMP RANGER DISTRICT

STORM PROOFING

DECOMMISSIONING

PLANS FOR PROPOSED

MILL-LUTHER PHASE 1

17N12CRUMPTEN HILL

CRUMPTEN HILL 17N12C 1.00

17N37 3.25 2.49

DOCK HALL

SLATER LICK TIE

17N37A 17N56

1.39 3.68

17N37B 0.90

1. Title Sheet - Project Location

2. Access Map

3. Summary of Quantities

4. Drainage Summary

5. Typical Road Templates

6. Straight Line Plans Road #17N12

7. 17N12 MP 1.44 Remove Earth Flow

8. 17N12 MP 1.51 Remove Earth Flow

9. 17N12 MP 2.10 Repair Fill Slope

10. 17N12 MP 2.15 Repair Fill Slope

11. 17N12 MP 2.22 Remove Earth Flow

12. Decommission Road #17N12C

13. 17N12C MP 0.61 CMP Removal

14. 17N12C MP 0.79 CMP Removal

15. Straight Line Plans Road #17N37

16. Straight Line Plans Road #17N37A

17. Decommission Road #17N37B

18. 17N37B MP 0.30 CMP Removal

19. 17N37B MP 0.44 CMP Removal

20. 17N37B MP 0.58 CMP Removal

21. 17N37B MP 0.79 CMP Removal

22. 17N37B MP 0.88 CMP Removal

23. Straight Line Plans Road #17N56

24. 17N56 MP 0.25 Lower Grade at 36" CMP

25. 17N56 MP 2.30 Ramp thru Slide

26. 17N56 MP 2.82 & 3.06 Riprap Outlet of CMP

27. 17N56 MP 3.34 Lower Grade at 36" CMP

28. Decommmissioning Typical

29. Rolling Dip Type I Typical

30. Culvert Installation Typical

31. Construction Staking Typical

MILL LUTHER

PHASE 1

PROJECT SHEET NO.

2ACCESS MAP

WATER SOURCES WILL

BE DESIGNATED BY

THE ENGINEER

To Cave Junction, Oregon

Humbolt Merdian

STORMPROOFING

DECOMMISSIONING

MILL-LUTHER

PHASE 1

17N12

17N37B

17N37A

N12

17N12

17N56KLAMATH

NATIONAL

FOREST

Begin Rd. #17N56

End Rd. #17N56

End Rd. #17N37

Begin Rd. #17N37

Begin Rd.

#17N37A

MP 0.00

End Rd.

#17N37A

MP 1.39

End Rd. #17N12C

MP 1.00

Begin Rd. #17N12C

MP 0.00

End Rd. #17N12

MP 2.49

End Rd.

#17N37B

MP 0.90

Begin Rd.

#17N37B

MP 0.00

Begin Rd. #17N12

MP 0.00

R.7 E. R.8 E. R.9 E.

SUMMARY OF ESTIMATED QUANTITIES

GENERAL NOTES

PROJECT

DESCRIPTION

SHEET NO.

ROAD NO. AND TOTALS

STORMPROOFINGITEM

NO.

METHOD

MEASUREMENT

PAY

UNIT

1. AT ALL POINTS WHERE RECONSTRUCTION

WORK IS DONE THE GRADE AND

ALIGNMENT OF THE EXISTING ROAD SHALL

BE MATCHED AT THE ENDS OF EACH

RECONSTRUCTION SITE.

2. ON RECONSTRUCTION ROADS, ROADBED

DRAINAGE PATTERNS SHALL BE

CONSTRUCTED TO INSURE THAT RUNOFF

DOES NOT CONCENTRATE & DISBURSES

EVENLY UNLESS OTHERWISE NOTED ON

THE DRAWINGS.

3. GRADE OUT ALL FILLS REQUIRING 4 FT. OR

LESS OF ADDITIONAL WIDTH ON THE

UPSLOPE SIDE OF THE ROAD WHERE NO

DRAINAGE IS CALLED FOR ON THE PLANS.

4. SEED AND MULCH ALL RECONSTRUCTED

FILL SLOPES, BORROW AREAS,

WASTE AREAS AND AREAS DISTURBED BY

CONTRACTORS OPERATIONS.

5. TRACKED EQUIPMENT WILL NOT BE

PERMITTED ON EXISTING BITUMINOUS

SURFACES UNLESS PROPER PRECAUTIONS

ARE TAKEN TO PROTECT THE

BITUMINOUS SURFACES.

6. ALL EQUIPMENT CROSSING BRIDGES SHALL

BE HIGHWAY LEGAL OR HAVE A

FOREST SERVICE OVER-LOAD PERMIT FOR

EACH BRIDGE ON EACH INDIVIDUAL

PIECE OF EQUIPMENT.

7. PRIOR TO SEEDING AND MULCHING, ALL

SURFACES ON DECOMMISSIONED ROADS

SHALL BE SMOOTH WITH NO EQUIPMENT

TRACKS THAT COULD CONCENTRATE

RUNOFF AND CAUSE EROSION.

CRUSHED AGGREGATE, TYPE SURFACE COURSE,

GRADING (C), COMPACTION (B)

RECONDITIONING OF ROADBED, COMPACTION (D)

304(10)

306(01)

C.Y.

MILE

201(03)

REMOVAL OF STRUCTURES AND OBSTRUCTIONS

EXCAVATION, PLACEMENT METHOD (2)

DRAINAGE EXCAVATION, TYPE I

FURROW DITCHES

SOIL EROSION & POLLUTION CONTROL

202(01)

203(02)

203(20)

203(21)

204(20)

203(08)

JOB

LSQ L.S.

C.Y.

LSQ

EACH

L.F.

L.S.

DQ MILE

JOB JOB

JOB JOB JOB

CLEARING AND GRUBBING, SLASH TREATMENT METHODS

FOR TOPS AND LIMBS (6,13), LOGS (8), AND STUMPS (4),

UTILIZATION OF TIMBER (2) DQ MILE

MOBILIZATION601A(01) JOBLSQ L.S. JOB

JOB

JOB JOB JOB JOB

MACHINE-PLACED RIPRAP, CLASS VII

GEOTEXTILE WITHOUT GRAVEL CUSHION (FUNCTION F,

TYPE 6-OZ NON-WOVEN)

619(03)

619(18)

DQ S.Y.

SEEDING, DRY METHOD (WITH MULCH)625(07)

DQ C.Y. 10

DQ C.Y.

DQ ACRE

MILL-LUTHER

PHASE 1

17N12 12N37 17N37A 17N37B17N12C

2.49

3.25

1.39

17N56

3.68

1.00

0.90

CLEARING AND GRUBBING, SLASH TREATMENT METHODS

FOR TOPS AND LIMBS (6), LOGS (8), AND STUMPS (4),

UTILIZATION OF TIMBER (2)

DQ ACRE

MILECONSTRUCTION STAKING, METHOD II, PRECISION C

201(01) 171(02) 0.15

0.67

2.49

203(03) EXCAVATION, PLACEMENT METHOD (3) 1007

EXCAVATION, PLACEMENT METHOD (2)

619(03)A MACHINE-PLACED RIPRAP, CLASS III

1.46

1.56

0.67

0.20

0.53 0.05

2.34

0.14

2.19

5 2

DECOMMISSION

JOB

1.91

A = Fe = C S P.

.P.

PPA =

SPA =

P. P. =

CMPA =

ALUMINUM ALLOY

GALVANIZED STEEL

CORRUGATED METAL PIPE

STRUCTURAL PLATE PIPE

STRUCTURAL PLATE PIPE ARCH

STRUCTURAL PLATE ARCH

PERFORATED PIPE

CORRUGATED METAL PIPE ARCH

DENOTES 5% SHOP ELONGATION

E N

03 o 17

A l F e T

K N

E S

C O

R R

U G

A T

METAL PIPE, PIPE ARCHS OR ARCHS

605604

D E

B R

A C

Y P

FLUME

No.

OUTLET

PIPE

RIPRAP

A T

UNDERDRAIN CORR. METAL SPILLWAY

M A

T A D

L r 6SECTION 621

TYPE

CLASS

REMARKS

.M P..

ABBREVIATION:NOTES

P .P

P E

N O

N -P

Sq. Ft.

GABIONS

B A

S K

E T

S W

/R O

C K

C.Y. C.Y. S.Y.

VII

D R

C H

L.F.G E

E P

A R

O N

W O

V E

E L

E N

D S

E C

E L

E N

D S

E C

R E

M O

V E

L E

A N

D R

E -I

N S

T A

L L

R O

P I N

L E

P R

B R

R A

G A

C O

R E

H F

A B

N B

E S

III

E M

P L

T Y

P E

E A

R T

PROJECT SHEET NO.

DRAINAGE SUMMARY

D E

G R

E L

B O

W W

T W

O B

A N

D S

2. All pipe 48" in diameter and over shall be elongated 5% unless otherwise specified. Culverts in smaller diameters shall be elongated 5% if noted.

3. Quantities on this sheet are based on design data only and are subject to adjustments before and during construction to suit field conditions.

1. The contractor has the option of installing either galvanized steel or aluminum alloy culvert at certain locations on this project. The pipe schedule defines alt-ernate thickness where aluminum alloy culvert pipe may be installed in lieu of galvanized steel culvert pipe.

C .M

C M

P F

U L

A N

C H

O R

S T

A K

E S

E T

CONSTRUCT ROLLING DIP TYPE I

SEE PLANS FOR SPECIFIC LOCATIONS OF DITCH

MILL-LUTHER

PHASE 1

MP 0.07 - 0.19

MP 1.73

MP 2.10 145 219

MP 2.15 96 123

Road #17N12C Decommission

Road #17N12 Stormproof

MP 0.61 9245

MP 0.79 75 85

Road #17N37 Stormproof

MP 0.65

MP 1.10

MP 1.18

MP 1.94

MP 2.82

Road #17N37A Stormproof

MP 0.34

MP 1.12

Road #17N37B Decommission

MP 0.30

MP 0.44

MP 0.56

MP 0.79

MP 0.88

200 241

147 181

80 105

Road #17N56 Stormproof

MP 0.25

MP 0.31MP 0.31

MP 2.31

MP 2.82

MP 3.06

MP 3.34

MP 3.39

MP 3.45

MP 3.57

74 89

78 117

77 116

118 232

6.83

7.45

7.39

4.394.39

TYPICAL ROADWAY SECTIONS

IN PLAN4' 4'

MIN MIN

CATCH POINT

SUBGRADE

CRUSHED AGGREGATE.

WIDTH AS SHOWN

3-5% INSLOPE 3:1 RESHAPED SLOPE

2:1 AGGREGATE SLOPE

3:1 SLOPE

TYPICAL SECTION WITH DITCH

IN PLAN

3-5% OUTSLOPE

SUBGRADE

CRUSHED AGGREGATE.

CATCH POINT

BACKSLOPE

MINMIN

2:1 AGGREGATE SLOPE

3:1 RESHAPED SLOPE

TYPICAL SECTION WITHOUT DITCH

TURNOUT RIGHT OR LEFT

TURNOUT BOTH SIDES

25'

MIN MIN

25'

MIN

25'

MIN

25'

8' 4'

25'

MIN MIN

25'

CLEARING LIMIT

TRAVELED WAY

* OR AS CALLED FOR IN PLANS

TURNOUT PLAN

GOV'T FURNISHED MATERIAL.

WIDTH AS SHOWN

CLEARING LIMITS

EXISTING

GOV'T FURNISHED MATERIAL.

EXISTING

BACKSLOPE

NOTES:

PROJECT SHEET NO.

4-INCH COMPACTED DEPTH

MILL-LUTHER

PHASE 1

1. ALL DISTURBED SLOPES SHALL BE SEEDED USING DRY OR HYDRAULIC METHOD WITH MULCH.

2. CONTRACT EXCAVATION AND EMBANKMENT SHALL BE TO TOLERANCE CLASS E.

3. ALL MATERIAL EXCAVATED FROM EXISTING ROADWAY, UNLESS DESIGNATED TO BE MOVED

TO A WASTE AREA, SHALL BE INCORPORATED IN FINISHED ROADBED SO THAT WATER WILL

DRAIN FROM THE ROAD SURFACE WITHOUT CONCENTRATING. THIS REQUIREMENT DOES

NOT APPLY AT EXISTING DIPS BEING MAINTAINED OR CONSTRUCTED DIVERSION DIPS.

NO SIDECAST ALLOWED DURING ANY PROJECT WORK.

4. CLEARING SHALL BE TO A HEIGHT OF 14-FOOT ABOVE ROADBED.

5. ALL REMOVED DRAINAGE STRUCTURES ARE THE PROPERTY OF THE CONTRACTOR AND SHALL

BE DISPOSED OF OUTSIDE NATIONAL FOREST LAND. SEE DRAINAGE SUMMARY FOR INCLUDED

STRUCTURES BEING REMOVED.

6. ALL CULVERTS NOT DESIGNATED IN THE PLAN TO BE PRESERVED SHALL BE ABANDONED IN

PLACE. ABANDONED CULVERT INLETS SHALL BE CRUSHED AND COVERED WITH EXCAVATED

MATERIAL FROM FILL SLOPE RESHAPING. COST IS INCIDENTAL TO PAY ITEM 203(08). ALL

ASSOCIATED DOWNDRAINS, ELBOWS, ANCHOR ASSEMBLIES, AND DROP INLETS SHALL BE

REMOVED AT LOCATIONS OF ABANDONED CULVERTS. COST IS PAID UNDER PAY ITEMS 202(02)A

AND 202(02)B.

ROAD NUMBER ROAD NAME

Rd. #17N12

17N12

17N12C

CRUMPTEN HILL

COUNTY ROAD #7C01

1.73

1.52

1.51

1.49

1.45

1.44

1.28

1.15

0.68

0.41

0.32

0.19

0.17

0.16

0.11

0.07

0.05

0.00

END OF SITE.

18" CMP CLEAN INLET

SPUR RD. LEFT

EXISTING LOCKED GATE

END OF SITE.

SWITCHBACK LEFT JUNCTION RD. #17N56 RIGHT

JUNCTION RD. #17N37 LEFT

1.80 SWITCHBACK TO RIGHT OVER LOOKING MAJOR DRAW.

1.86 WASHOUT AT OUTSIDE EDGE OF ROAD.

2.49

2.40

2.31

2.26

2.22

2.16

2.15

2.12

2.10

1.95

1.87

END OF SITE.

BEGINNING OF EARTHFLOW THROUGH ROAD. NO ROAD

TEMPLATE REMAINING. SEE SHEET NO. 7

ROADBED COVERED BY EARTHFLOW FROM MINOR DRAW.

SEE SHEET NO. 8

18" CMP IN MINOR DRAW. FILL SLOPE WASHED OUT AND

SHOTGUN PIPE @ OUTLET. SEE TYPICAL SHEET NO. 27

BEGINNING OF FILL SLOPE FAILURE(WET AREA). SEE SHEET NO. 9

BEGINNING OF FILL SLOPE FAILURE. 10' TRAVELWAY REMAINING.

SEE SHEET NO. 10

END OF SITE.

MILL-LUTHER

PHASE 1

2' SCARP ACROSS ROAD. WET AREA ABOVE ROAD. RAMP

THROUGH SCARP WITH 50 FT. TRANSITION

2' SCARP ACROSS ROAD. RAMP THROUGH SCARP WITH

50 FT. TRANSITION

BEGINNING OF LARGE EARTHFLOW. NO ROAD TEMPLATE

REMAINING. 8' SCARP AT SLIDE HEAD. SEE SHEET NO. 11

JUNCTION WITH 17N12C-LEFT(PROPOSED FOR DECOMMISSION).

END CLEARING AND OUTSLOPING ROADBED.

END PLACING 4" CRUSHED AGGREGATE.

1.73 CONSTRUCT TYPE I ROLLING DIP

SPUR RD. RIGHT END DITCH. BEGIN OUTSLOPING

ROAD SURFACE

JUNCTION WITH INDIAN CREEK ROAD #7C01. BEGIN

CLEARING. BEGIN PLACING 4" CRUSHED AGGREGATE.

18" CMP THRU FILL CLEAN INLET

48" CMP CLEAN INLET

18" CMP CLEAN INLET. BEGIN DITCH LEFT FENCE RIGHT

18" CMP CLEAN INLET.

24" CMP CLEAN INLET.

18" CMP CLEAN INLET.

0 100

6.4% 0.4%

.9 1

L-Stn

-1 -0

-5

Mass Haul (Cu. Yd.)

1750 1750

N27°00'E

N17°44'E N27°00'E N41°07'EN43°48'E

N27°00'E N20°48'E

Rd. #17N12 M.P. 1.44

PROJECT SHEET NO.

MILL-LUTHER

PHASE 1 7

Index: 1

H. Offset: 6.0

V.Offset: 0.0

Gnd Elev: 1774.9

Cut Dp: -0.1

P-Stk L: 4.1

Stk L X: -10.1

Stk L Y: -0.3

P-Stk R: 12.5

Stk R X: 6.5

Stk R Y: 1.1

Rd. Wd. L: 10.0

Rd. Wd. R: 6.0

Cul DIA:

Cul Length:

0+00.0

0 1

Index: 2

H. Offset: 6.0

V.Offset: 0.7

Gnd Elev: 1779.6

Cut Dp: 1.4

P-Stk L: 7.9

Stk L X: -13.6

Stk L Y: -2.6

P-Stk R: 22.6

Stk R X: 14.4

Stk R Y: 9.0

Rd. Wd. L: 10.0

Rd. Wd. R: 6.0

Cul DIA:

Cul Length:

0+49.9

0 1

Index: 3

H. Offset: 2.0

V.Offset: -2.6

Gnd Elev: 1783.1

Cut Dp: 3.3

P-Stk L: 9.3

Stk L X: -10.8

Stk L Y: -0.2

P-Stk R: 20.1

Stk R X: 16.3

Stk R Y: 10.9

Rd. Wd. L: 10.0

Rd. Wd. R: 6.0

Cul DIA:

Cul Length:

0+74.8

0 1

Index: 4

H. Offset: 2.0

V.Offset: -2.3

Gnd Elev: 1784.3

Cut Dp: 3.0

P-Stk L: 8.8

Stk L X: -10.5

Stk L Y: -0.2

P-Stk R: 18.5

Stk R X: 15.0

Stk R Y: 9.6

Rd. Wd. L: 10.0

Rd. Wd. R: 6.0

Cul DIA:

Cul Length:

0+99.7

0 1

Index: 5

H. Offset: 9.0

V.Offset: 4.2

Gnd Elev: 1778.7

Cut Dp: -4.2

P-Stk L: 7.6

Stk L X: -16.6

Stk L Y: -4.6

P-Stk R: 17.6

Stk R X: 8.3

Stk R Y: -0.9

Rd. Wd. L: 10.0

Rd. Wd. R: 6.0

Cul DIA:

Cul Length:

1+25.2

0 1

Index: 6

H. Offset: 9.0

V.Offset: 3.2

Gnd Elev: 1780.1

Cut Dp: -3.2

P-Stk L: 6.2

Stk L X: -15.2

Stk L Y: -3.7

P-Stk R: 17.0

Stk R X: 7.8

Stk R Y: -0.6

Rd. Wd. L: 10.0

Rd. Wd. R: 6.0

Cul DIA:

Cul Length:

1+47.2

0 1

Index: 7

H. Offset: 3.6

V.Offset: 0.4

Gnd Elev: 1783.0

Cut Dp: -0.5

P-Stk L: 7.6

Stk L X: -11.1

Stk L Y: -1.0

P-Stk R: 10.4

Stk R X: 6.6

Stk R Y: 1.3

Rd. Wd. L: 10.0

Rd. Wd. R: 6.0

Cul DIA:

Cul Length:

1+97.4

0 1

X - SECTION NOTES

Index = P Stake. This is the Number on the P Stake.

H. Offset = Horizontal distance from P-line to L-line.

V. Offset = Vertical offset from ground at P-line to the subgrade at L-line. If this value is negative the subgrade at L-line is below the P-line ground elevation.

Grd. Elev = Elevation of original ground (topo) at center line.

Cut Dp = Vertical offset from profile to ground on the L-line.

P-Stk L = Slope distance to left slope stake from the P-line.

Stk L X = Horizontal distance from L-line (road centerline) to left slope stake.

Stk L Y = Vertical offset from L-line (road centerline at grade) to left slope stake.

P-Stk R = Slope distance to right slope stake from the P-line.

Stk R X = Horizontal distance from L-line (road centerline) to right slope stake.

Stk R Y = Vertical offset from L-line (road centerline at grade) to right slope stake.

Rd. Wd. L = Horizontal distance from L-line to left edge of sub-grade.

Rd. Wd. R = Horizontal distance from L-line to right edge of sub-grade.

Cul Skew = Culvert skew angle measured from the L-line (0-180 clockwise).

Cul Length = Culvert length in project units.

EXCESS EXCAVATION SHALL BE USED TO CONSTRUCT BASE BLEND NEW ROAD SURFACE

WITH THE EXISTING ROAD SURFACE. OUTSLOPE ENTIRE ROAD SURFACE 2-5 %

PLACE CRUSHED AGGREGATE SURFACE COURSE 4 INCHES DEEP

: 1 1

: 1

1.5 : 1

RAMP THRU EXISTING SLIDE AREA

Staking = 0.04 Miles Clearing = 0.11 Acres Exc. Meth. 3 = 158 CY Erosion Control = Job Seeding = 0.05 Acres

L-Stn

Mass Haul (Cu. Yd.)

-200

-100

TCMPBCMP

PROJECT SHEET NO.

Rd. #17N12 M.P. 1.51

5.8%

-3.3%

N20°00'E N20°00'E

N20°00'E

N20°00'E N20°00'E

N26°28'E

X - SECTION NOTES

EXCESS EXCAVATION SHALL BE USED TO CONSTRUCT BASE BLEND NEW ROAD SURFACE

WITH THE EXISTING ROAD SURFACE. OUTSLOPE ENTIRE ROAD SURFACE 2-5 %

PLACE CRUSHED AGGREGATE SURFACE COURSE 4 INCHES DEEP

RAMP THRU EXISTING SLIDE AREA

P-Stk R = Slope distance to right slope stake from the P-line.

Stk R X = Horizontal distance from L-line (road centerline) to right slope stake.

Stk R Y = Vertical offset from L-line (road centerline at grade) to right slope stake.

Rd. Wd. L = Horizontal distance from L-line to left edge of sub-grade.

Rd. Wd. R = Horizontal distance from L-line to right edge of sub-grade.

Cul Skew = Culvert skew angle measured from the L-line (0-180 clockwise).

Cul Length = Culvert length in project units.

Index = P Stake. This is the Number on the P Stake.

H. Offset = Horizontal distance from P-line to L-line.

V. Offset = Vertical offset from ground at P-line to the subgrade at L-line. If this value is negative the subgrade at L-line is below the P-line ground elevation.

Grd. Elev = Elevation of original ground (topo) at center line.

Cut Dp = Vertical offset from profile to ground on the L-line.

P-Stk L = Slope distance to left slope stake from the P-line.

Stk L X = Horizontal distance from L-line (road centerline) to left slope stake.

Stk L Y = Vertical offset from L-line (road centerline at grade) to left slope stake.

Index:

H. Offset:

V.Offset:

Gnd Elev:

Cut Dp:

P-Stk L:

Stk L X:

Stk L Y:

P-Stk R:

Stk R X:

Stk R Y:

Rd. Wd. L:

Rd. Wd. R:

Cul DIA:

Cul Length:

0+00.0

-2

-1

0 1

Index:

H. Offset:

V.Offset:

Gnd Elev:

Cut Dp:

P-Stk L:

Stk L X:

Stk L Y:

P-Stk R:

Stk R X:

Stk R Y:

Rd. Wd. L:

Rd. Wd. R:

Cul DIA:

Cul Length:

0+31.0

-2

-1

0 1

Index:

H. Offset:

V.Offset:

Gnd Elev:

Cut Dp:

P-Stk L:

Stk L X:

Stk L Y:

P-Stk R:

Stk R X:

Stk R Y:

Rd. Wd. L:

Rd. Wd. R:

Cul DIA:

Cul Length:

0+55.9

-2

-1

0 1

Index:

H. Offset:

V.Offset:

Gnd Elev:

Cut Dp:

P-Stk L:

Stk L X:

Stk L Y:

P-Stk R:

Stk R X:

Stk R Y:

Rd. Wd. L:

Rd. Wd. R:

Cul DIA:

Cul Length:

0+82.9

-2

-1

0 1

Index:

H. Offset:

V.Offset:

Gnd Elev:

Cut Dp:

P-Stk L:

Stk L X:

Stk L Y:

P-Stk R:

Stk R X:

Stk R Y:

Rd. Wd. L:

Rd. Wd. R:

Cul DIA:

Cul Length:

1+14.9

-2

-1

0 1

Index:

H. Offset:

V.Offset:

Gnd Elev:

Cut Dp:

P-Stk L:

Stk L X:

Stk L Y:

P-Stk R:

Stk R X:

Stk R Y:

Rd. Wd. L:

Rd. Wd. R:

Cul DIA:

Cul Length:

1+39.9

-2

-1

0 1

Index:

H. Offset:

V.Offset:

Gnd Elev:

Cut Dp:

P-Stk L:

Stk L X:

Stk L Y:

P-Stk R:

Stk R X:

Stk R Y:

Rd. Wd. L:

Rd. Wd. R:

Cul DIA:

Cul Length:

1+89.8

-2

-1

0 1

Index:

H. Offset:

V.Offset:

Gnd Elev:

Cut Dp:

P-Stk L:

Stk L X:

Stk L Y:

P-Stk R:

Stk R X:

Stk R Y:

Rd. Wd. L:

Rd. Wd. R:

Cul DIA:

Cul Length:

2+16.3

-2

-1

0 1

Index:

H. Offset:

V.Offset:

Gnd Elev:

Cut Dp:

P-Stk L:

Stk L X:

Stk L Y:

P-Stk R:

Stk R X:

Stk R Y:

Rd. Wd. L:

Rd. Wd. R:

Cul DIA:

Cul Length:

2+40.3

-2

-1

0 1

Index:

H. Offset:

V.Offset:

Gnd Elev:

Cut Dp:

P-Stk L:

Stk L X:

Stk L Y:

P-Stk R:

Stk R X:

Stk R Y:

Rd. Wd. L:

Rd. Wd. R:

Cul DIA:

Cul Length:

2+75.8

-2

-1

0 1

0.0

1847.0

0.0

19.5

-19.5

-0.1

12.1

12.0

-0.7

7.0

10.0

0.0

0.6

1848.2

-0.6

11.8

-11.6

-2.7

12.1

-0.7

7.0

10.0

0.0

0.7

1849.5

-0.7

24.2

-22.4

-9.9

10.9

10.7

1.4

7.0

10.0

0.0

1.8

1850.0

-1.8

12.2

-12.2

-3.1

14.0

-2.0

7.0

10.0

0.0

1.7

1851.9

-1.7

10.5

-10.5

-2.0

12.7

-1.1

7.0

10.0

0.0

1.9

1853.2

-1.9

10.4

-10.4

-1.9

12.8

-1.2

7.0

10.0

0.0

2.2

1855.7

-2.2

10.3

-10.3

-1.8

16.0

15.9

-3.3

7.0

10.0

0.0

-4.0

1861.0

4.0

18.2

-17.7

-0.1

15.6

15.4

6.1

7.0

10.0

0.0

-5.5

1861.7

5.5

17.9

-17.0

-0.1

14.6

5.3

7.0

10.0

4.0

0.4

1854.6

-0.4

4.5

-8.5

-0.6

15.2

11.2

-0.1

7.0

10.0

1.5 : 1

1.5 : 1 1.5 : 1 1.5 : 1 1 :

1 :

CLEAN OUT CATCH

BASIN FOR EXISTING CMP

Staking = 0.05 Miles Clearing = 0.17 Acres Exc. Meth. 3 = 264 CY Erosion Control = Job Seeding = 0.07 Acres

MILL-LUTHER

-1 -0

-5

Mass Haul (Cu. Yd.)

-20

-10

TCMP

Rd. #17N12 M.P. 2.10

PROJECT SHEET NO.

9MILL-LUTHER

PHASE 1

4.6%

.0 0

.9 1 .9 1 .8

S5°00'W S5°00'W

Index:

H. Offset:

V.Offset:

Gnd Elev:

Cut Dp:

P-Stk L:

Stk L X:

Stk L Y:

P-Stk R:

Stk R X:

Stk R Y:

Rd. Wd. L:

Rd. Wd. R:

Cul DIA:

Cul Length:

000.0

0 1

Index:

H. Offset:

V.Offset:

Gnd Elev:

Cut Dp:

P-Stk L:

Stk L X:

Stk L Y:

P-Stk R:

Stk R X:

Stk R Y:

Rd. Wd. L:

Rd. Wd. R:

Cul DIA:

Cul Length:

0+31.0

0 1

Index:

H. Offset:

V.Offset:

Gnd Elev:

Cut Dp:

P-Stk L:

Stk L X:

Stk L Y:

P-Stk R:

Stk R X:

Stk R Y:

Rd. Wd. L:

Rd. Wd. R:

Cul DIA:

Cul Length:

0+61.9

0 1

Index:

H. Offset:

V.Offset:

Gnd Elev:

Cut Dp:

P-Stk L:

Stk L X:

Stk L Y:

P-Stk R:

Stk R X:

Stk R Y:

Rd. Wd. L:

Rd. Wd. R:

Cul DIA:

Cul Length:

0+71.9

0 1

Index:

H. Offset:

V.Offset:

Gnd Elev:

Cut Dp:

P-Stk L:

Stk L X:

Stk L Y:

P-Stk R:

Stk R X:

Stk R Y:

Rd. Wd. L:

Rd. Wd. R:

Cul DIA:

Cul Length:

0+85.9

0 1

Index:

H. Offset:

V.Offset:

Gnd Elev:

Cut Dp:

P-Stk L:

Stk L X:

Stk L Y:

P-Stk R:

Stk R X:

Stk R Y:

Rd. Wd. L:

Rd. Wd. R:

Cul DIA:

Cul Length:

0+97.9

0 1

Index:

H. Offset:

V.Offset:

Gnd Elev:

Cut Dp:

P-Stk L:

Stk L X:

Stk L Y:

P-Stk R:

Stk R X:

Stk R Y:

Rd. Wd. L:

Rd. Wd. R:

Cul DIA:

Cul Length:

1+25.9

0 1

Index:

H. Offset:

V.Offset:

Gnd Elev:

Cut Dp:

P-Stk L:

Stk L X:

Stk L Y:

P-Stk R:

Stk R X:

Stk R Y:

Rd. Wd. L:

Rd. Wd. R:

Cul DIA:

Cul Length:

1+53.8

0 1

0.0

2110.0

0.0

11.3

-11.3

-1.1

6.8

-0.3

10.0

6.0

0.0

0.2

2111.2

-0.2

11.6

-11.6

-1.4

7.1

-0.5

10.0

6.0

0.0

0.1

2112.8

-0.1

11.2

-11.1

-0.9

6.7

-0.2

10.0

6.0

0.0

2113.3

-0.0

11.1

-11.1

-0.9

6.7

-0.2

10.0

6.0

0.0

0.1

2113.8

-0.1

11.0

-11.0

-0.8

29.5

25.4

-15.2

10.0

6.0

0.0

0.1

2114.4

-0.1

12.3

-12.1

2.3

44.4

37.1

-24.5

10.0

6.0

0.0

-0.1

2115.8

0.1

10.4

-10.4

-0.2

6.8

6.7

-0.2

10.0

6.0

0.0

-0.0

2117.2

0.0

10.6

-10.6

-0.4

7.4

-0.7

10.0

6.0

47 S.F.

125 S.F.

1.25 : 1 27 S.F.

1.25 : 1

PLACE CLASS V

RIPRAP ON GEOTEXTILE

PLACE CLASS V

RIPRAP ON GEOTEXTILEPLACE CLASS V

RIPRAP ON GEOTEXTILE

END RIPRAP WALL AT

STA 1+30