CO_FLAP_SUM91(1)_Plans_-_Final.pdf

Sheet 1 of 2

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

A2

ABBREVIATIONS DRAINAGE SYMBOLS

GEOLOGIC SYMBOLS

DI

FENCE & CATTLEGUARD SYMBOLS

Cattleguard (Existing, Proposed)

Fence w/ Gate (Existing, Proposed)

Fence (Existing, Proposed)

Material Source

Boring Location (Existing, Proposed)

Riprap Apron (Proposed)

Underdrain (Existing, Proposed)

With Drop Inlet (Existing, Proposed)

With Headwalls (Existing, Proposed)

With End Sections (Existing, Proposed)

Pipe Culvert (Existing, Proposed)

Box Culvert (Existing, Proposed)

Bridge (Existing, Proposed)

Spring

River

Wetland

Large Creek

Lake, Pond or Reservoir

Drainage or Small Creek

Flow Arrow

Ditch (Existing, Proposed)

SPRING

D jt.J int.

incr.

incl.

IDI

hwy.

HW

horiz.

hex.

HES

hdwl.H gdr.

galv.

ga.G ftg.

fin.

FES

Fed.

f.f.F ext.

exp. jt.

exc.

EW

et ux et al

ER

EQ or eq.

EOP

engr(s).

emb.

elev.

El. 94.066 e

EE

dwg(s).

DLC

Dist.

dist.

diaph.

diag.

dia. or D

DI

DHV

decr.D culv.

CTSM

ctrs.

CS

cr.

corr.

cont.

constr. jt.

constr.

conc.

col.

Co.

CMP

clr.

c-c

CBCC

brg.

br.

BP

BM

BK

beg.

b.f.B asph.

appr.

alt.

AH

aggr.

ADT

abut.A west vertical point of intersection vehicles per hour vertical design speed typical point of tangent to spiral transverse temporary construction easement temporary bench mark tangent township tangent length symmetrical structural straight stiffener standard station point of spiral to tangent street specification spacing, Spaces or Spaced shoulder section point of spiral to curve seasonal average daily traffic south route right reference hub retaining wall

Reservation reservoir required reinforcement reconstruction roadway road right-of-way range radius quantities pavement point of tangent pounds per square inch project point on tangent point on spiral point on curve plate point of intersection perforate point of compound curve point of curve outside diameter other face on centers number negative normal crown north mountain(s) monument minimum maximum material maintenance magnetic low water left lump sum longitudinal latitude lamination length of curve

WW

VPI

vph vert.

VV

typ.

TS

transv.

TCE

TBM

tan.

T.

TT

sym.

struc.

str.

stiff.

std.

sta.

ST

st.

spec.

spa.

shldr.

sec.

SC

SADT

SS

rte.

Rt. or RT

RH

ret. wall

Res.

res.

reqd.

reinf.

reconst.

rdwy.

rd.

R/W

R.

RR

quant., QtyQ pvmt.

PT

psi proj.

POT

POS

POC

pl.

PI

perf.

PCC

PCP

OD

o.f.

o.c.O

no. or # neg.

NC

NN

mtn(s).

mon.

min.

max.

matl.

maint.

mag.M

LW

Lt. or LT

LPSM

long.

lat.

lam.

LL

EROSION & SEDIMENT CONTROL SYMBOLS

joint interior increment inclusive,including inside diameter highway high water horizontal hexagon homestead entry survey headwall girder galvanized gage (gauge) footing finish flared end section federal fill face exterior expansion joint excavation edge of water and wife and others edge of road equation edge of pavement

Engineer(s) embankment elevation elevation with number superelevation rate east drawing(s) donation land claim district distance diaphragm diagonal diameter drop inlet design hour volume decrement culvert contingent sum centers point of curve to spiral creek corrugated continuous construction joint construction concrete column county corrugated metal pipe clear center to center concrete box culvert bearing bridge balance point bench mark back beginning,begin both faces asphalt approach alternate ahead aggregate average daily traffic abutment diameter curve delta centerline

Ø

Riprap

Rolled Erosion Control Product

Diversion Berm

Check Dam

Bonded Fiber Matrix Mulching

Fiber Roll (Slope Protection)

Temporary Inlet Protection

Silt Fence

Fiber Roll (Ditch and/or Cut Slope)

STATE PROJECT

P

M N C

O s u m R o a d w a y C

A D

D S h e e ts A G e n s h t\

S Y

M S

U M

.d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r k e ll y .t e r r e ll

NUMBER

SHEET

CO

FREMONT PASS TRAIL

CO FLAP SUM91(1)

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

Sheet 2 of 2

A3

Fens

36 31

36 31

6 1

ˆ

Treeline

Tree

MAPPING SYMBOLS

LANDSCAPING & VEGETATION SYMBOLS PROJECT SPECIFIC SYMBOLS

RIGHT-OF-WAY SYMBOLS

ROADWAY SYMBOLS

SIGN SYMBOLS

UTILITY SYMBOLS

Retaining Wall (Existing, Proposed)

Median & Side Barrier (Existing, Proposed)

Guardwall (Existing, Proposed)

Guardrail (Existing, Proposed)

GUARDRAIL, BARRIER & WALL SYMBOLS

Post Mounted (Existing, Proposed)

Portable (Proposed)

Delineator (Existing, Proposed)

Commercial (Existing, Proposed)

Signs

Telephone

Power

Fiber Optic

CATV

Overhead Utility Line (Existing, Proposed)

Water

Telephone

Sanitary Sewer

Power

Oil

Gas

Fiber Optic

CATV

Underground Utility (Existing, Proposed)

Telephone Pedestal (Existing, Proposed)

Telephone Booth (Existing, Proposed)

Street Light (Existing, Proposed)

Support Pole Anchor (Existing, Proposed)

Support Pole (Existing, Proposed)

Surface (Existing, Proposed)

Underground (Existing, Proposed)

Irrigation Ditch

999.9

Roadway Obliteration

Roadway Centerline (With Station ticks)

Proposed

Existing

Edge of Roadway

Toe of Fill

Transition

Top of Cut

Slope Stake Limits

Clearing/Construction Limits

Survey Control Point

Trail

Spot Elevation

Double Track

Single Track

Railroad

North Arrow

Coordinate Grid Tick

Building (Existing, Proposed)

Section Corner (Found)

Section Corner (Found, Projected)

Section Corner (Found, Projected)

Right-of-Way Line (Proposed)

Right-of-Way Line (Existing)

Property Line

Parcel Number

Monument (As described)

Temporary (Proposed)

Permanent (Proposed)

Permanent (Existing)

Easements

National Wildlife Refuge

National Park

National Forest

Bureau of Land Management

Bureau of Indian Affairs

Section

Section

Section

Township or Range Line

City

County

State

National

Boundaries

STATE PROJECT

A

M N C

O s u m R o a d w a y C

A D

D S h e e ts A G e n s h t\

S Y

M S

U M

.d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r k e ll y .k e e le

NUMBER

SHEET

CO

A4

SURVEY CONTROL

STATE PROJECT

P

M N C

O s u m R o a d w a y C

A D

D S h e e ts A G e n s h t\

C T

L S

U M

.d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r k e ll y .t e r r e ll

NUMBER

SHEET

CO

FREMONT PASS TRAIL

CO FLAP SUM91(1)

REVISIONS (OR CHANGE NOTICES)

DESCRIPTION

NO.

DATE INIT.

STATE PROJECT

A

M N C

O s u m R o a d w a y C

A D

D S h e e ts A G e n s h t\

S I T

E S

U M

.d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r k e ll y .k e e le

NUMBER

SHEET

CO

FREMONT PASS TRAIL

CO FLAP SUM91(1)

SITE MAP

Scale in Feet

1000' 2000'

CO 91

FREMONT PASS TRAIL

Recreation Path

Ten Mile Canyon

Existing

19 Miles

To Leadville

FOREST

NATIONAL

RIVER

WHITE

A5

0 4

120+

+00

0+

Access Road

Climax Mine LIMAX MINEC

Copper Mountain Far East Parking Lot

Tenmile Creek

0+

Station 0+40.00

Begin Schedule A

Station 163+70.00

Begin Option X

End Schedule A

FOREST

NATIONAL

RIVER

WHITE

Colorado Trail

Maintain access to

MP 21

CO 91

MP 20

CO 91

MP 19

CO 91

Station 172+37.25

End Option X

Pedestrian boardwalk

Pedestrian bridge

See Sheet T23

Mitigation Area 2

See Sheet T22

Mitigation Area 1

See Sheet T24

14 Miles

To Offsite Mitigation Area

0.6 Miles

To I-70

Station 400+00.00

Begin Ramp to SH 91

Schedule A

Station 403+75.11

End Ramp to SH 91

Schedule A

9.5' 9.5'

Station to Station (ft)

Bridge

Hinge point

Cut slope

(variable) first asphalt lift)

(applied prior to

Prime coat asphalt lifts)

(applied between

Tack coat and seeding limits

Topsoil and seeding limits

Topsoil

SubgradeSubgrade

Traveled way Traveled way ditch

Graded Shldr.

NO SCALE

NOTE:

pavement)

(top of

Profile grade

Shldr.

1.

3.

2.

DETAIL A

See Detail A cut slope

Rounded

MAINLINE

TYPICAL SECTIONS

limit stake

Slope

30° - 35° sides of roadway)

(Detail applies to both right and left

Shoulder up with aggregate base

Construct 30° - 35° pavement edge (safety edge)

Clearing and construction limits

Asphalt concrete pavement

Placed in two lifts concrete pavement

3" Asphalt limit

Slope stake

Existing ground

6' 6'2'

1:2

4%

2'

4%

2'

1.8% 1.8%

B=5'F=5'

(ft)

Boardwalk

(ft)

Trail

A6

Station to Station

TOTAL (mi)

TOTALS (ft)

(ft)

Bridge

(ft)

Boardwalk

0.09

(ft)

Trail

LENGTH OF PROJECT - SCHEDULE A

LENGTH OF PROJECT - OPTION X

0.05

TOTAL (mi)

TOTALS (ft)

9.5' 9.5'

Hinge point

Cut slope

(variable) first asphalt lift)

(applied prior to

Prime coat asphalt lifts)

(applied between

Tack coat and seeding limits

Topsoil and seeding limits

Topsoil

SubgradeSubgrade

Traveled way Traveled way ditch

Graded Shldr.

pavement)

(top of

Profile grade

Shldr.

1.

3.

2.

See Detail A cut slope

Rounded limit stake

Slope

Clearing and construction limits

Placed in two lifts concrete pavement

3" Asphalt limit

Slope stake

Existing ground

6' 6'2'

1:2

4% 1:2

2'

4%

2'

1.8% 1.8%

B=5'F=5'

4.

4" Roadway aggregate

4" Roadway aggregate

5. 5.

5.

4.

3.

2.

1.

first asphalt lift)

(applied prior to

Prime coat asphalt lifts)

(applied between

Tack coat

Traveled way Traveled way pavement)

(top of

Profile grade

Placed in two lifts concrete pavement

3" Asphalt

3' 3'

1:2 1:2

1.8% 1.8%

4" Roadway aggregate

171+80 to 172+37.25

TYPICAL SECTION

7" Roadway aggregate of length.

Reduce shoulder width to 1' when shown in the plans. Taper the width over 20' shoulder width to 4'. See the cross sections for details.

Only pave 3' traveled way on either side of centerline for ramp to CO 91. Increase reduce the B and F dimensions to the actual cut height.

Round all earth slopes and all rippable rock slopes. For cut heights less than B, See the cross sections for cut and fill slope ratios.

slope ratios may be adjusted by the CO to assure adequate drainage and stability.

The gradient and width of roadway ditches and the excavation and embankment

400+00 to 403+75.11

47+66 to 163+79.8

0+40 to 43+06

TYPICAL SECTION

400+00 to 403+75.11

47+66 to 163+70

43+06 to 47+66

0+40 to 43+06

166+39.8 to 172+37.25

163+79.8 to 166+39.8

163+70 to 163+79.8

3.08

16245.11

375.11

11605

0.12

607.25

597.45

9.8

166+39.8 to 171+80

TYPICAL SECTION

1:2 (typ)

STATE PROJECT

A

M N C

O s u m R o a d w a y C

A D

D S h e e ts A G e n s h t\

T Y P S

U M

.d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r k e ll y .k e e le

NUMBER

SHEET

CO

Sheet and Description

B5 B6 B7 - B9 S2 S14

Grading Summary

Drainage Summary

Miscellaneous Summary

Pedestrian Boardwalk

CO 91

Pedestrian Overpass

Allowance Bid Schedule

A0050 15101-0000 MOBILIZATION LPSM ALL

A0100 15214-1000 SURVEY AND STAKING, BRIDGE LPSM All ALL

A0150 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE EACH 17 17

A0200 15225-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL MILE 3.077 3.077

A0250 15236-2000 SURVEY CONTROL, GRADE FINISHING MILE 6.153 6.153

A0300 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0350 15401-0000 CONTRACTOR TESTING LPSM ALL

A0400 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0450 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 18,913 387 19,300

A0500 15706-0200 SOIL EROSION CONTROL, CHECK DAM EACH 154 6 160

A0550 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT EACH 3 3

A0600 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A0650 20101-0000 CLEARING AND GRUBBING ACRE 10.1 0.4 10.5

A0700 20420-0000 EMBANKMENT CONSTRUCTION CUYD 16,515 785 17,300

A0750 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2 CUYD 32 3 35

A0800 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3 CUYD 31 2 33

A0850 25101-0400 PLACED RIPRAP, METHOD A, CLASS 4 CUYD 236 9 245

A0900 25201-0000 SPECIAL ROCK EMBANKMENT CUYD 1,333 67 1,400

A0950 25210-0000 ROCKERY SQFT 2,185 115 2,300

A1000 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 7,919 381 8,300

A1050 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 3,748 102 3,850

A1100 41102-1000 PRIME COAT, METHOD 1 SQYD 22,947 553 23,500

A1150 41105-0000 BLOTTER TON 33

A1200 41201-0000 TACK COAT TON 9.8 0.2 10.0

A1250 55601-1300 BRIDGE RAILING, TIMBER LNFT 922 922 Contract Quantity

A1300 55701-2000 STRUCTURAL TIMBER AND LUMBER, TREATED MFBM 18 18 Contract Quantity

A1350 55706-2000 STRUCTURAL TIMBER AND LUMBER, TREATED (PEDESTRIAN RAILING) LPSM All ALL

A1400 58202-0000 HELICAL PILE, IN PLACE EACH 94 94

A1450 58405-1000 FIBERGLASS REINFORCED PLASTIC, GRATING (1 1/2" DEEP PANELS) SQFT 5,520 5,520 Contract Quantity

A1500 60103-0000 CONCRETE, HEADWALL (8 FT x 4 FT BOX) EACH 2 2

A1550 60103-1960 CONCRETE, HEADWALL FOR 36-INCH EQUIVALENT DIAMETER PIPE CULVERT EACH 1 1

A1600 60103-1980 CONCRETE, HEADWALL FOR 42-INCH EQUIVALENT DIAMETER PIPE CULVERT EACH 1 1

A1650 60103-2000 CONCRETE, HEADWALL FOR 48-INCH EQUIVALENT DIAMETER PIPE CULVERT EACH 1 1

A1700 60202-0400 24-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT LNFT 239 11 250

A1750 60202-0600 36-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT LNFT 47 3 50

A1800 60202-0700 42-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT LNFT 78 7 85

A1850 60202-0800 48-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT LNFT 50 5 55

A1900 60211-0800 END SECTION FOR 24-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL

PIPE CULVERT EACH 18 18

MileStone: 100% Date Completed: In Progress Report Date: 03/12/19

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A

-M ar

-2

1:

P

M

Remarks and/or Determination of Estimated QuantityPay Item Description Unit

Estimated Quantities

N

C O

\s um

(1

R oa dw ay

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AD

D _S he et s\ B -S um m

\S pr ea ds he et s\ [s um m ar y.

xl sm

]S he et

STATE PROJECT

B1CO FLAP SUM91(1)

FREMONT PASS TRAILCO

SHEET

NUMBER

Grading Summary

Drainage Summary

Miscellaneous Summary

Pedestrian Boardwalk

CO 91

Pedestrian Overpass

Allowance Bid Schedule

A1950 60211-1000 END SECTION FOR 36-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL

PIPE CULVERT EACH 3 3

A2000 60211-1100 END SECTION FOR 42-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL

PIPE CULVERT EACH 5 5

A2050 60211-1200 END SECTION FOR 48-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL

PIPE CULVERT EACH 3 3

A2100 60220-1800 8 FEET SPAN, 4 FEET RISE PRECAST REINFORCED CONCRETE BOX CULVERT LNFT 26 26

A2150 60520-0000 GRANULAR BACKFILL (ROCK DRAIN) CUYD 3,067 133 3,200

A2200 61901-0000 FENCE LNFT 69 69

A2250 61904-0000 BOLLARD POST EACH 2 2

A2300 61920-2000 REMOVE AND RESET GATE EACH 2 2

A2350 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY HOUR 100

A2400 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

24-INCH WIDTH HOUR 100

A2450 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY HOUR 100

A2500 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 16

A2550 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY HOUR 100

A2600 62301-0000 GENERAL LABOR HOUR 40

A2650 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 24

A2700 62303-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES (BIOLOGICAL SURVEYS) LPSM ALL

A2750 62406-0400 PLACING CONSERVED TOPSOIL, 6-INCH DEPTH ACRE 2.0 2.0

A2800 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 2.0 2.0

A2850 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 2.0 2.0

A2900 62520-0000 FERTILIZER ACRE 2.0 2.0

A2950 62901-0300 ROLLED EROSION CONTROL PRODUCT, TYPE 1.C SQYD 765 35 800

A3000 63301-0000 SIGN SYSTEM EACH 11 11

A3050 63309-0900 DELINEATOR, TYPE FLEXIBLE EACH 7 7

A3100 63401-0900 PAVEMENT MARKINGS, TYPE E, SOLID LNFT 68 68

A3150 63403-1300 PAVEMENT MARKINGS, TYPE BIKE LANE SURFACE SQFT 640 640

A3200 63405-0050 PAVEMENT MARKINGS, SYMBOLS EACH 1 1

A3250 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

A3300 63701-0000 FIELD OFFICE EACH 1

A3350 64701-1000 MITIGATION, WETLANDS MITIGATION LPSM ALL

A3400 64704-1000 MITIGATION, STREAMBED MATERIAL CUYD 16 16

-M ar -2

1:

P M

MileStone: 100% Date Completed: In Progress Report Date: 03/12/19

N

C O

\s um

(1

R oa dw ay

\C

AD

D _S he et s\ B -S um m

\S pr ea ds he et s\ [s um m ar y.

xl sm

]S he et

2) SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated Quantity

STATE PROJECT

B2CO FLAP SUM91(1)

FREMONT PASS TRAILCO

Grading Summary

Drainage Summary

Miscellaneous Summary

Pedestrian Boardwalk

CO 91

Pedestrian Overpass

Allowance Bid Schedule

X0050 15101-0000 MOBILIZATION LPSM ALL

X0100 15214-1000 SURVEY AND STAKING, BRIDGE LPSM All ALL

X0150 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE EACH 1 1

X0200 15225-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL MILE 0.115 0.115

X0250 15236-2000 SURVEY CONTROL, GRADE FINISHING MILE 0.230 0.230

X0300 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

X0350 15401-0000 CONTRACTOR TESTING LPSM ALL

X0400 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

X0450 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 532 18 550

X0500 15706-0200 SOIL EROSION CONTROL, CHECK DAM EACH 6 6

X0550 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT EACH 1 1

X0600 20101-0000 CLEARING AND GRUBBING ACRE 0.4 0.4

X0650 20302-1300 REMOVAL OF GUARDRAIL, CONCRETE BARRIER LNFT 10 50

X0700 20420-0000 EMBANKMENT CONSTRUCTION CUYD 845 55 900

X0750 20801-0000 STRUCTURE EXCAVATION CUYD 130 130 Contract Quantity

X0800 20803-0000 STRUCTURAL BACKFILL CUYD 90 90 Contract Quantity

X0850 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2 CUYD 4 4

X0900 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 393 7 400

X0950 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 187 13 200

X1000 41102-1000 PRIME COAT, METHOD 1 SQYD 1,144 56 1,200

X1050 41105-0000 BLOTTER TON 2

X1100 41201-0000 TACK COAT TON 0.5 0.5

X1150 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE) CUYD 129 129 Contract Quantity

X1200 55231-0000 CONCRETE COLOR AGENT LB 1,420 1,420

X1250 55235-0000 EXPANSION JOINTS LNFT 36 36 Contract Quantity

X1300 55401-1000 REINFORCING STEEL LB 7,000 7,000 Contract Quantity

X1350 55401-2000 REINFORCING STEEL, EPOXY COATED LB 4,200 4,200 Contract Quantity

X1400 55504-0000 PRE-FABRICATED STEEL BRIDGE (TWO SPAN MODULAR STEEL PEDESTRIAN

BRIDGE) LPSM All ALL

X1450 55706-2000 STRUCTURAL TIMBER AND LUMBER, TREATED (PEDESTRIAN RAILING) LPSM All ALL

X1500 56501-0600 DRILLED SHAFT, 48-INCH DIAMETER LNFT 63 63

X1550 60202-0400 24-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT LNFT 36 4 40

X1600 60211-0800 END SECTION FOR 24-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL

PIPE CULVERT EACH 2 2

X1650 61301-0000 SIMULATED STONE MASONRY SURFACE TREATMENT SQYD 78 78

X1700 61904-0000 BOLLARD POST EACH 3 3

X1750 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY HOUR 8

X1800 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

24-INCH WIDTH HOUR 8

X1850 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY HOUR 8

-M ar -2

1:

P M

MileStone: 100% Date Completed: In Progress Report Date: 03/12/19

N

C O

\s um

(1

R oa dw ay

\C

AD

D _S he et s\ B -S um m

\S pr ea ds he et s\ [s um m ar y.

xl sm

]S he et

3) SUMMARY OF QUANTITIES - Schedule X

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated Quantity

STATE PROJECT

B3CO FLAP SUM91(1)

FREMONT PASS TRAILCO

Grading Summary

Drainage Summary

Miscellaneous Summary

Pedestrian Boardwalk

CO 91

Pedestrian Overpass

Allowance Bid Schedule

X1900 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 8

X1950 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY HOUR 8

X2000 62301-0000 GENERAL LABOR HOUR 16

X2050 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 16

X2100 62303-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES (BIOLOGICAL SURVEYS) LPSM ALL

X2150 62406-0400 PLACING CONSERVED TOPSOIL, 6-INCH DEPTH ACRE 0.1 0.1

X2200 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 0.1 0.1

X2250 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 0.1 0.1

X2300 62520-0000 FERTILIZER ACRE 0.1 0.1

X2350 62901-0300 ROLLED EROSION CONTROL PRODUCT, TYPE 1.C SQYD 187 13 200

X2400 63301-0000 SIGN SYSTEM EACH 4 1 5

X2450 63401-0900 PAVEMENT MARKINGS, TYPE E, SOLID LNFT 252 252

X2500 63403-1300 PAVEMENT MARKINGS, TYPE BIKE LANE SURFACE SQFT 240 240

X2550 63405-0050 PAVEMENT MARKINGS, SYMBOLS EACH 2 2

X2600 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

-M ar -2

1:

P M

MileStone: 100% Date Completed: In Progress Report Date: 03/12/19

N

C O

\s um

(1

R oa dw ay

\C

AD

D _S he et s\ B -S um m

\S pr ea ds he et s\ [s um m ar y.

xl sm

]S he et

4) SUMMARY OF QUANTITIES - Schedule X

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated Quantity

STATE PROJECT

B4CO FLAP SUM91(1)

FREMONT PASS TRAILCO

GRADING SUMMARY

B5

STATE PROJECT

A

M N C

O s u m R o a d w a y C

A D

D S h e e ts B S u m m Q u a n ti ti e s .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r k e ll y .k e e le

NUMBER

SHEET

CO

DRAINAGE SUMMARY

B6

STATE PROJECT

A

M N C

O s u m R o a d w a y C

A D

D S h e e ts B S u m m Q u a n ti ti e s .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r k e ll y .k e e le

NUMBER

SHEET

CO

MISCELLANEOUS SUMMARIES

B7

Sheet 1 of 3

STATE PROJECT

A

M N C

O s u m R o a d w a y C

A D

D S h e e ts B S u m m Q u a n ti ti e s .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r k e ll y .k e e le

NUMBER

SHEET

CO

Sheet 2 of 3

MISCELLANEOUS SUMMARIES

B8

STATE PROJECT

A

M N C

O s u m R o a d w a y C

A D

D S h e e ts B S u m m Q u a n ti ti e s .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r k e ll y .k e e le

NUMBER

SHEET

CO

B9

Sheet 3 of 3

MISCELLANEOUS SUMMARIES

STATE PROJECT

A

M N C

O s u m R o a d w a y C

A D

D S h e e ts B S u m m Q u a n ti ti e s .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r k e ll y .k e e le

NUMBER

SHEET

CO

BH-01

P O

T

.0

P C

.7

P R

C

.9

P T

.3

P C

.6

P R

C

.4

P T

.6

P C

.7

P T

.4

P C

.0

P R

C

.1

P T

.2

P C

.3

P T

.3

P C

.4

P T

.5

0 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00

C1

0%

6.0%

-6.0%

6.0%

0%

-6.0%

LT EOP

RT EOP

Profile grade and axis of rotation

Profile grade

Existing ground

Curve = TRAIL-1

PI 0+35.66

D

R = 60.00'

T = 24.91'

L = 47.23'

Curve = TRAIL-2

PI 0+78.94

D

R = 60.00'

T = 20.97'

L = 40.35'

Curve = TRAIL-3

PI 1+90.78

D

R = 700.00'

T = 74.16'

L = 147.77'

Curve = TRAIL-4

PI 3+27.05

D

R = 1,400.00'

T = 62.66'

L = 125.23'

Curve = TRAIL-5

PI 5+68.71

D

R = 1,400.00'

T = 78.92'

L = 157.68'

Curve = TRAIL-6

PI 7+08.58

D

R = 300.00'

T = 11.57'

L = 23.12'

Curve = TRAIL-7

PI 7+77.28

D

R = 1,000.00'

T = 57.14'

L = 114.15'

Curve = TRAIL-8

PI 10+49.68

D

R = 902.26'

T = 89.29'

L = 178.00'

Curve = TRAIL-9

PI 13+60.03

D

R = 5,000.00'

T = 124.55'

L = 249.04'

Station 0+40.00

Begin Project

Schedule A condition after construction.

Restore slopes to original truck turn around.

Potential construction

R = 44'

V P I

E L

,7

.4

+5.3 73%

+4.60 0%

,7

.3

V P I

E L

,7

.8

60' VC

K = 15

SSD = 293'

V P I

E L

,7

.4

+0.500% +1.700%

100' VC

K = 83

V P I

E L

,7

.2

3+1.700%

+4.80 0%

115' VC

K = 37

V P I

E L

,7

.4

+4.80 0%

+0.500%

100' VC

K = 23

SSD = 301'

V P I

E L

,7

.3

+0.500% +2.000%

100' VC

K = 67

-2.91%

0.91% 1.80%

-1.80%

1.80%

-1.80% -1.80%

STATE PROJECT

A

M N C

O s u m R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P

C .d g n

U s e r k e ll y .k e e le

NUMBER

SHEET

Superelevation Diagram

CO

FREMONT PASS TRAIL

CO FLAP SUM91(1)

Rock drain Rock drain

W O

O D

Install 14 LNFT of fence

A F

R A

M E W

O O

D

Install 27 LNFT of fence

Remove existing fence

Remove and reset gate

P I P

E

G A

S M

A R

K E

R

C O T

R A I L

R E P L

M

C O

N C 3

X

X

W O

O D

WOOD

S

TE

EL

W O

O D

S T

E E

L

G A

S M

A R

K E

R

1FT WIDE

G A

S M

A R

K E

R

1FT W

IDE 9

G A

S M

A R

K E

R

6" Hig h Pres sure G as Exc el

200'100'0

Scale in Feet

E 2820670.95

N 1606674.10

R ip r a p c la s s

R t.

E n d s e c ti o n

L t.

a n d R t.

I n s ta ll x x

C M

P

R ip r a p c la s s

R t.

E d s e c ti o n

R t.

H e a d w a ll

L t.

I n s ta ll x x

C M

Ten Mile Creek

14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00

C2

0%

6.0%

-6.0% -6.0%

0%

6.0%

LT EOP

RT EOP

Profile grade and axis of rotation

Profile grade

Existing ground

Curve = TRAIL-10

PI 18+62.17

D

R = 1,000.00'

T = 26.66'

L = 53.30'

Curve = TRAIL-11

PI 19+51.42

D

R = 1,000.00'

T = 27.22'

L = 54.43'

Curve = TRAIL-12

PI 21+91.68

D

R = 2,000.00'

T = 88.84'

L = 177.56'

Curve = TRAIL-13

PI 25+36.83

D

R = 700.00'

T = 183.03'

L = 358.04'

Curve = TRAIL-14

PI 27+89.74

D

R = 700.00'

T = 37.74'

L = 75.40'

BH-02

PH-01

P T

.5

P C

.5

P T

.8

P C

.2

P T

.6

P C

.8

P T

.4

P C

.8

P T

.8

P C

.0

P T

.4

P C

.9

P R

C

.6

V P I

E L

,7

.3

2+2.000% +3.100

100' VC

K = 91

V P I

E L

,7

.4

+3.100

+2.700%

100' VC

K = 250

SSD = 2747'

V P I

E L

,8

.9

9+2.700%

+5.00 0%

100' VC

K = 43

V P I

E L

,8

.6

+5.00 0%

+0.900%

100' VC

K = 24

SSD = 313'

V P I

E L

,8

.9

+0.900%

V P I

E L

,8

.9

+0.900%

152' VC

K = 37

1.80%

-1.80%

1.80%

-1.80% -1.80%

STATE PROJECT

A

M N C

O s u m R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P

C .d g n

U s e r k e ll y .k e e le

NUMBER

SHEET

Superelevation Diagram

CO

FREMONT PASS TRAIL

CO FLAP SUM91(1)

Rock drain

5 G

A S M

A R

K E

R

G A

S M

A R

K E

R

W

IR

E H

T

.5

F T

G A

S

G A

S M

A R

K E

R

6" H igh Pr es su re

Ga s E xc el

200'100'0

Scale in Feet

28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00

C3

0%

6.0%

-6.0%

6.0%

0%

-6.0%

200'100'0

Scale in Feet

LT EOP

RT EOP

Profile grade and axis of rotation

Profile grade

Existing ground

Curve = TRAIL-15

PI 29+48.85

D

R = 200.00'

T = 12.88'

L = 25.72'

Curve = TRAIL-16

PI 30+34.90

D

R = 1,100.00'

T = 73.21'

L = 146.20'

Curve = TRAIL-17

PI 33+30.68

D

R = 500.00'

T = 21.48'

L = 42.94'

Curve = TRAIL-18

PI 34+77.63

D

R = 800.00'

T = 70.29'

L = 140.22'

Curve = TRAIL-19

PI 35+65.45

D

R = 300.00'

T = 17.89'

L = 35.73'

Curve = TRAIL-20

PI 36+35.13

D

R = 300.00'

T = 16.04'

L = 32.06'

Curve = TRAIL-21

PI 38+82.21

D

R = 400.00'

T = 41.07'

L = 81.85' after construction.

Match existing grading truck turn around.

Potential construction

50' x 10' with 20' long taper and Rt. for utility access

Construct aggregate widening Lt. (7" depth)

Area 1

See Wetland Mitigation Plans

BH-03

P T

.8

P C

.0

P T

.4

P C

.9

P R

C

.6

P T

.8

P C

.2

P T

.1

P C

.3

P R

C

.5

P T

.3

P C

.0

P T

.1

P C

.1

P T

.9

P C

.1

P R

C

.9

P T

.4

V P I

E L

,8

.9

+2.800%

V P I

E L

,8

.1

5+2.800%

+4.30 0%

100' VC

K = 67

V P I

E L

,8

.7

+4.30 0%

+3.200

100' VC

K = 91

SSD = 1031'

V P I

E L

,8

.9

8+3.200

+4.10 0%

V P I

E L

,8

.9

+5.00 0%

152' VC

K = 37

V P I

E L

,8

.8

+5.00 0%

+2.800%

100' VC

K = 45

SSD = 540'

V P I

E L

,8

.1

5+2.800%

+4.30 0%

100' VC

K = 67

1.80%

-1.80%

1.80%

-1.80% -1.80%

STATE PROJECT

A

M N C

O s u m R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P

C .d g n

U s e r k e ll y .k e e le

NUMBER

SHEET

Superelevation Diagram

CO

FREMONT PASS TRAIL

CO FLAP SUM91(1)

Rock drainReduce shoulders to 1', Lt. and Rt.

Shoulder Stabilization, Rt.

G A S M

A R

K E

R

G A S M

A R

K E

R

G A S

0 9855

G A S M

A R

K E

R

G A S

6" Hig h Pres sure G as Exc el

R ip r a p c la s s

R t.

E n d s e c ti o n

L t.

a n d R t.

I n s ta ll x x

C M

P

R ip r a p c la s s d s e c ti o n

R t.

H e a d w a ll

L t.

I n s ta ll x x

C M

P

Ten Mile Creek through for construction access.

Do not disturb fens or cross

42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00

C4

0%

6.0%

-6.0% -6.0%

0%

6.0%

200'100'0

Scale in Feet

LT EOP

RT EOP

Profile grade and axis of rotation

Profile grade

Existing ground after construction.

Match existing grading truck turn around.

Potential construction

Curve = TRAIL-22

PI 42+03.62

D

R = 170.00'

T = 37.52'

L = 73.86'

Curve = TRAIL-23

PI 42+66.90

D

R = 170.00'

T = 26.94'

L = 53.44'

Curve = TRAIL-24

PI 47+94.85

D

R = 170.00'

T = 13.87'

L = 27.67'

Curve = TRAIL-26

PI 49+50.78

D

R = 500.00'

T = 22.15'

L = 44.27'L = 29.17'

Curve = TRAIL-25

PI 48+23.28

D

R = 170.00'

T = 14.62'

Curve = TRAIL-27

PI 51+13.74

D

R = 900.00'

T = 73.75'

L = 147.17'

Curve = TRAIL-28

PI 52+42.09

D

R = 1,400.00'

T = 42.25'

L = 84.48'

Curve = TRAIL-29

PI 55+30.13

D

R = 3,000.00'

T = 87.97'

L = 175.89'

50' x 13' with 15' tapers for utility access

Construct aggregate widening Lt. (7" depth) through for construction access.

Do not disturb fens or cross

Area 1

See Wetland Mitigation Plans

BH-03

BH-04

P C

.1

P R

C

.9

P T

.4

P C

.9

P R

C

.6

P T

.8

P C

.6

P T

.9

P C

.9

P T

.1

P C

.8

P T

.3

P C

.1

P T

.0

V P I

E L

,8

.9

+4.10 0%

V P I

E L

,9

.5

+4.10 0%

+3.300

V P I

E L

,9

.5

+3.300

+4.10 0%

100' VC

K = 125

VPI 55+77

EL 9,931.49

+4.10 0%

+2.200%

100' VC

K = 53

SSD = 618'

1.80%

-1.80%

1.80%

-1.80% -1.80%

0.00%

-1.80%

1.80%

47+66 47+80

STATE PROJECT

A

M N C

O s u m R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P

C .d g n

U s e r k e ll y .k e e le

NUMBER

SHEET

Superelevation Diagram

CO

FREMONT PASS TRAIL

CO FLAP SUM91(1)

Rock drain

BoardwalkRockery, Rt. Rockery, Rt.

L O

G R

A

IL

G A

S

E N

D W

E T A

R E

A

B E

G I N W

E T A

R E

A

X

X

L O

G R

A I L

G A

S M

A R

K E

R

B E

G I N W

E T A

R E

A

U G T

E L E C

A B

L E

9930 G A

S M

A R

K

56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00

C5

0%

6.0%

-6.0%

6.0%

0%

-6.0%

200'100'0

Scale in Feet

LT EOP

RT EOP

Profile grade and axis of rotation

Profile grade

Existing ground after construction.

Match existing grading truck turn around.

Potential construction

R = 6,000.00'

Curve = TRAIL-30

PI 59+48.00

D

T = 250.04'

L = 499.80'

Curve = TRAIL-31

PI 62+91.31

D

R = 300.00'

T = 26.07'

L = 52.02'

Curve = TRAIL-32

PI 63+49.86

D

R = 400.00'

T = 32.61'

L = 65.07'

T = 10.21'

Curve = TRAIL-33

PI 64+38.90

D

R = 300.00'

L = 20.41'

Curve = TRAIL-34

PI 65+32.04

D

R = 300.00'

T = 15.53'

L = 31.04'

T = 13.65'

Curve = TRAIL-35

PI 66+01.15

D

R = 300.00'

L = 27.28'

Curve = TRAIL-36

PI 69+14.14

D

R = 500.00'

T = 33.76'

L = 67.42'

BH-05

P T

.0

P C

.9

P T

.7

P C

.2

P R

C

.2

P T

.3

P C

.6

P T

.1

P C

.5

P T

.5

P C

.5

P T

.7

P C

.3

P T

.8

P C

.0

+2.200%

100' VC

K = 53

SSD = 618'

V P I

E L

,9

.5

3+2.200% +2.800%

100' VC

K = 167

V P I

E L

,9

.5

8+2.800%

+4.90 0%

100' VC

K = 48

VPI 66+85

EL 9,974.78

+4.90 0%

+1.500%

388' VC

K = 114

SSD = 511'

VPI 69+50

EL 9,978.75

+1.500% -0.500%

100' VC

K = 50

SSD = 590'

-0.500%

1.80%

-1.80%

1.80%

-1.80% -1.80%

STATE PROJECT

A

M N C

O s u m R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P

C .d g n

U s e r k e ll y .k e e le

NUMBER

SHEET

Superelevation Diagram

CO

FREMONT PASS TRAIL

CO FLAP SUM91(1)

Rock drain Rock drain

Reduce shoulders to 1', Lt. and Rt.

Shoulder Stabilization, Rt.

G A

S M

A R

K E

R

G A

S M

A R

K E

R

9960 9965

W O

O D

X

C e n tu r y L in k F ib e r o p ti c

G A

S V

A L

V E

G A

S M

A R

K E

R

70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81+00 82+00 83+00 84+00

10000

10010

10020

10000

10010

10020

C6

0%

6.0%

-6.0%

6.0%

0%

-6.0%

200'100'0

Scale in Feet

LT EOP

RT EOP

Profile grade and axis of rotation

Profile grade

Existing ground after construction.

Match existing grading truck turn around.

Potential construction

See Wetland Mitigation Plans

Curve = TRAIL-37

PI 71+02.39

D

R = 220.00'

T = 30.36'

L = 60.33'

Curve = TRAIL-38

PI 72+72.75

D

R = 400.00'

T = 80.11'

L = 158.13'

Curve = TRAIL-39

PI 75+56.46

D

R = 400.00'

T = 25.61'

L = 51.14'

R = 500.00'

Curve = TRAIL-40

PI 77+51.62

D

T = 26.80'

L = 53.54'

Curve = TRAIL-41

PI 80+42.04

D

R = 500.00'

T = 123.87'

L = 242.86'

Curve = TRAIL-42

PI 83+31.67

D

R = 200.00'

T = 40.36'

L = 79.66'

Curve = TRAIL-43

PI 83+95.87

D

R = 200.00'

T = 24.90'

L = 49.55'

BH-06

PH-02

P T

.8

P C

.0

P T

.3

P C

.6

P T

.7

P C

.8

P T

.0

P C

.8

P T

.3

P C

.1

P T

.0

P C

.3

P R

C

.9

P T

.5

P C

.7

-0.500%

SSD = 590'

VPI 70+97

EL 9,978.01

-0.500% +2.600%

163' VC

K = 53

V P I

E L

,9

.9

+2.600% +1.300%

100' VC

K = 77

SSD = 880'

V P I

E L

,9

.3

7+1.300% +4.60

0%

122' VC

K = 37

V P I

E L

,9

.9

+4.60 0%

+3.69 0%

100' VC

K = 110

SSD = 1236'

1.80%

-1.80%

1.80%

-1.80% -1.80%

STATE PROJECT

A

M N C

O s u m R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P

C .d g n

U s e r k e ll y .k e e le

NUMBER

SHEET

Superelevation Diagram

CO

FREMONT PASS TRAIL

CO FLAP SUM91(1)

Rock drain

Reduce shoulders to 1', Lt. and Rt.

Reduce shoulders to 1', Lt. and Rt.

Reduce shoulders to 1', Lt. and Rt.

Stabilization, Rt.

Shoulder

Stabilization, Rt.

Shoulder

Shoulder Stabilization, Rt. Shoulder Stabilization, Rt.

C e n tu r y L in k F ib e r o p ti c

99759975

B E

G I N W

E T A

R E

A

U

U

U

U

O L

D L

O G C

A B I N

G A

S M

A R

K E

R

U

U

U

U

U

10000

10000

D I R O

N L

Y

U

W O

O D

X

G A

S V

A L

V E

D I R O

N L

Y

10005

10005

10005

D I R O

N L

Y

G A

S M

A R

K E

R

U

U

U

U

U

1001010010

10010

10015

U

U

U

G A

S M

A R

K E

R

U

U

U

6" H ig h

Pr es su re G as E xc el

R ip r a p c la s s

R t.

E n d s e c ti o n

L t.

a n d R t.

I n s ta ll x x

C M

P

R ip r a p c la s s

R t.

E n d s e c ti o n

L t.

a n d R t.

I n s ta ll x x

C M

P

R ip r a p c la s s d s e c ti o n

H e a d w a ll

L t.

I n s ta ll x x

C M

84+00 85+00 86+00 87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00 95+00 96+00 97+00 98+00

10010

10020

10030

10040

10050

10060

10010

10020

10030

10040

10050

10060

C7

0%

6.0%

-6.0%

6.0%

0%

-6.0%

200'100'0

Scale in Feet

LT EOP

RT EOP

Profile grade and axis of rotation

Profile grade

Existing ground after construction.

Match existing grading truck turn around.

Potential construction

Reduce shoulders to 1', Lt. and Rt.

PI 85+75.02

Curve = TRAIL-44

D

R = 1,200.00'

T = 46.29'

L = 92.54'

Curve = TRAIL-45

PI 89+44.41

D

R = 480.00'

T = 270.16'

L = 492.14'

Curve = TRAIL-46

PI 94+68.28

D

R = 3,600.00'

T = 99.36'

L = 198.68'

Curve = TRAIL-47

PI 96+18.44

D

R = 300.00'

T = 11.65'

L = 23.30'

R = 200.00'

Curve = TRAIL-48

PI 96+76.66

D

T = 13.41'

L = 26.79'

Curve = TRAIL-49

PI 97+50.66

D

R = 200.00'

T = 15.72'

L = 31.37'

BH-07

PH-02

PR

C .9

P T

.5

P C

.7

3 P T

.2

P C

.2

P T

.3

P C

.9

P T

.5

P C

.7

P T

.0

P C

.2

P T

.0

P C

.9

P R

C

.3

P T

.4

V P I

E L

,0

.9

+3.69 0%

+0.500%

100' VC

K = 31

SSD = 388'

V P I

E L

,0

.0

+0.500% +1.000%

100' VC

K = 200

V P I

E L

,0

.6

+1.000% +4.10

0%

115' VC

K = 37

+4.10 0%

1.80%

-1.80%

1.80%

-1.80% -1.80%

STATE PROJECT

A

M N C

O s u m R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P

C .d g n

U s e r k e ll y .k e e le

NUMBER

SHEET

Superelevation Diagram

CO

FREMONT PASS TRAIL

CO FLAP SUM91(1)

Rock drain

Reduce shoulders to 1', Lt. and Rt. Reduce shoulders to 1', Lt. and Rt.

Shoulder Stabilization, Rt.

Stabilization, Rt.

Shoulder

Shoulder Stabilization, Rt.

U

U

U

G A

S M

A R

K E

R

C e n tu r y L in k F ib e r o p ti c

U

U

U

10025

10025

U

B E

G I N W

E T A

R E

A

E N

D W

E T A

R E

A

E N

D W

E T A

R E

A

E N

D W

E T A

R E

A

U

E N

D W

E T A

R E

A

B E

G I N W

E T A

R E

A

B E

G I N W

E T A

R E

A

U

U

G A

S M

A R

K E

R

B E

G I N W

E T A

R E

A

E N

D W

E T A

R E

A

G A

S

W O

O D

X

G A

S M

A R

K E

R

1003010

10030

10030

10030

10030

B E

G I N W

E T A

R E

A

U

U

E N

D W

E T A

R E

A

B E

G I N W

E T A

R E

A

U

U

U

S P

R I N

G

E N

D W

E T A

R E

A

U

U

10040

U

U

10045

10045

G A

S M

A R

K E

R

10050

10050

U

U

U

U

U

U

10055

10055

6" H ig h

Pr es su re G as E xc el

R ip r a p c la s s

R t.

E n d s e c ti o n

L t.

a n d R t.

I n s ta ll x x

C M

P

R ip r a p c la s s

R t.

E n d s e c ti o n

L t.

a n d R t.

I n s ta ll x x

C M

98+00 99+00 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00 112+00

10050

10060

10070

10080

10090

10100

10050

10060

10070

10080

10090

10100

C8

200'100'0

Scale in Feet

0%

6.0%

-6.0%

6.0%

0%

-6.0%

LT EOP

RT EOP

Profile grade and axis of rotation

Profile grade

Existing ground after construction.

Match existing grading truck turn around.

Potential construction

Curve = TRAIL-50

PI 98+22.04

D

R = 600.00'

T = 55.72'

L = 111.12'

Curve = TRAIL-51

PI 100+64.74

D

R = 200.00'

T = 39.58'

L = 78.15'

Curve = TRAIL-52

PI 101+30.29

D

R = 200.00'

T = 26.98'

L = 53.63'

T = 22.72'

Curve = TRAIL-53

PI 102+55.82

D

R = 500.00'

L = 45.42' L = 300.48'

Curve = TRAIL-54

PI 104+78.19

D

R = 5,000.00'

T = 150.29'

Curve = TRAIL-55

PI 107+69.44

D

R = 381.71'

T = 83.39'

L = 164.20'

D

Curve = TRAIL-56

PI 110+48.80

R = 900.00'

T = 62.49'

L = 124.78'

20' x 8' with 10' tapers for rest area, Rt.

Construct aggregate widening (7" depth)

PH-

P C

.9

P R

C

.3

P T

.4

P C

.1

P R

C

.3

P T

.9

P C

.1

P T

.5

P C

.9

P T

.3

P C

.0

P T

.2

P C

.3

P T

.0

P C

.3

P T

.9

V P I

E L

,0

.9

+4.10 0%

+3.500

100' VC

K = 167

SSD = 1848'

V P I

E L

,0

.0

+3.500

+4.70 0%

198' VC

K = 165

V P I

E L

,0

.7

+4.70 0%

+1.000%

300' VC

K = 81

SSD = 442'

V P I

E L

,0

.7

+1.000%

+5.4 00%

163' VC

K = 37

VPI 111+54

EL 10,103.47

+5.4 00%

+3.000

100' VC

K = 42

SSD = 500'

1.80%

-1.80%

1.80%

-1.80% -1.80%

STATE PROJECT

A

M N C

O s u m R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P

C .d g n

U s e r k e ll y .k e e le

NUMBER

SHEET

Superelevation Diagram

CO

FREMONT PASS TRAIL

CO FLAP SUM91(1)

Rock drain

Rock drain

Reduce shoulders to 1', Lt. and Rt.

Shoulder Stabilization, Rt.

Shoulder Stabilization, Rt.

10050

U

U

U

U

U

U

10055

10055

U

10060

10060

10060

W E

T A

R E

A

U

U

10065

W E

T A

R E

A

10070

U 4G

A S M

A R

K E

R

10075

U

C e n tu ry L in k F ib e ro p ti c

10080

G A S

U

U 2 U

U

U

U

U

10085

10085

10085

10085

10085

U

U

U

G A S M

A R

K E

R

10090

U

10095 U

U

U

U

R ip r a p c la s s

R t.

E n d s e c ti o n

L t.

a n d R t.

I n s ta ll x x

C M

P

R ip r a p c la s s

R t.

E n d s e c ti o n

L t.

a n d R t.

I n s ta ll x x

C M

112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00 121+00 122+00 123+00 124+00 125+00 126+00

10100

10110

10120

10130

10140

10150

10100

10110

10120

10130

10140

10150

C9

200'100'0

Scale in Feet

0%

6.0%

-6.0%

6.0%

0%

-6.0%

LT EOP

RT EOP

Profile grade and axis of rotation

Profile grade

Existing ground after construction.

Match existing grading truck turn around.

Potential construction

Curve = TRAIL-57

PI 112+51.64

D

R = 180.00'

T = 12.33'

L = 24.63'

T = 12.11'

Curve = TRAIL-58

PI 113+57.96

D

R = 400.00'

L = 24.21'

Curve = TRAIL-59

PI 116+02.24

D

R = 260.00'

T = 97.16'

L = 185.97'

Curve = TRAIL-60

PI 118+33.36

D

R = 200.00'

T = 19.73'

L = 39.33'

T = 43.23'

Curve = TRAIL-61

PI 119+35.95

D

R = 500.00'

L = 86.24'

Curve = TRAIL-62

PI 121+68.86

D

R = 430.62'

T = 148.56'

L = 286.11'

T = 16.87'

Curve = TRAIL-63

PI 124+18.15

D

R = 400.00'

L = 33.73'

T = 21.30'

Curve = TRAIL-64

PI 124+87.79

D

R = 400.00'

L = 42.56'

B H -0

P T

.0

P C

.3

P T

.9

P C

.8

P T

.0

P C

.0

P T

.0

P C

.6

P T

.9

P C

.7

P T

.9

P C

.3

P T

.4

P C

.2

P T

.0

P C

.4

P T

.0

P C

.1

P R

C

.6

P T

.3

P C

.2

P

T

.1

+3.000

SSD = 500' V

P I

E L

,1

.8

+3.000

+8.0

185' VC

K = 37

V P I

E L

,1

.1

+8.0

+1.500%

123' VC

K = 19

SSD = 228'

V

P I

E L

,1

.6

3+1.500%

+5.00 0%

130' VC

K = 37

V P I

E L

,1

.7

+5.00 0%

+0.700%

200' VC

K = 47

SSD = 351'

V P I

E L

,1

.9

+0.700% +5.00

0%159' VC

K = 37 +5.00

0%

1.80%

-1.80%

1.80%

-1.80%

STATE PROJECT

A

M N C

O s u m R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P

C .d g n

U s e r k e ll y .k e e le

NUMBER

SHEET

Superelevation Diagram

CO

FREMONT PASS TRAIL

CO FLAP SUM91(1)

Reduce shoulders to 1', Lt. and Rt. Reduce shoulders to 1', Lt. and Rt.

Rock drain

Reduce shoulders to 1', Lt. and Rt.

Shoulder Stabilization, Rt.

Shoulder Stabilization, Rt.

Shoulder Stabilization, Rt.

10110

10110

G A S M

A R K E R

S T

A R

T W

E T

10125

10125

10125

FT

G A S

10130

G A S M

A R K E R

10135

C en tu ry L in k

Fi be ro pt ic

FT

10140

10150

G A S M

A R K E R

6" High Pressure Gas Excel

R ip r a p c la s s

R t.

E n d s e c ti o n

L t.

a n d R t.

I n s ta ll x x

C M

P

Ten M ile Creek

126+00 127+00 128+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00 136+00 137+00 138+00 139+00 140+00

10140

10150

10160

10170

10180

10190

10140

10150

10160

10170

10180

10190

C10

LT EOP

RT EOP

Profile grade and axis of rotation

200'100'0

Scale in Feet

0%

6.0%

-6.0%

6.0%

0%

-6.0%

Profile grade

Existing ground

R ip r a p c la s s

R t.

E n d s e c ti o n

L t.

a n d R t.

I n s ta ll x x

C M

P

R ip r a p c la s s

R t.

E n d s e c ti o n

L t.

a n d R t.

I n s ta ll x x

C M

P after construction.

Match existing grading truck turn around.

Potential construction

Ten Mile Creek

PI 126+00.40

Curve = TRAIL-65

D

R = 500.00'

T = 25.28'

L = 50.52'

Curve = TRAIL-66

PI 126+57.05

D

R = 500.00'

T = 31.42'

L = 62.75'

T = 10.48'

Curve = TRAIL-67

PI 127+14.69

D

R = 180.00'

L = 20.93'

Curve = TRAIL-68

PI 128+27.29

D

R = 300.00'

T = 22.06'

L = 44.05' L = 58.42'

Curve = TRAIL-69

PI 128+78.57

D

R = 300.00'

T = 29.30'

Curve = TRAIL-70

PI 131+17.84

D

R = 1,000.00'

T = 133.53'

L = 265.49'

Curve = TRAIL-71

PI 133+16.87

D

R = 300.00'

T = 15.87'

L = 31.70' L = 25.63'

Curve = TRAIL-72

PI 134+57.18

D

R = 500.00'

T = 12.82'

Curve = TRAIL-73

PI 135+93.91

D

R = 600.00'

T = 25.01'

L = 49.99'

R = 200.00'

Curve = TRAIL-74

PI 136+73.22

D

T = 36.63'

L = 72.46'

Curve = TRAIL-75

PI 138+22.51

D

R = 300.00'

T = 55.23'

L = 109.23'

Curve = TRAIL-76

PI 139+92.40

D

R = 1,000.00'

T = 25.85'

L = 51.69'

P C

.4

P T

.0

P C

.1

P R

C

.6

P T

.3

P C

.2

P

T

.1

P C

.2

P R

C

.2

P T

.6

P C

.3

P T

.8

P C

.0

P

T

.7

P C

.3

P T

.0

P C

.9

P T

.8

P C

.5

P T

.0

P C

.2

P T

.5

P C

.5

P T

.2

P C

.2

P T

.3

+5.00 0%

V P I

E L

,1

.7

+5.00 0%

+2.900

100' VC

K = 48

SSD = 564'

V P I

E L

,1

.2

3+2.900

+4.30 0%

200' VC

K = 143

V P I

E L

,1

.5

+4.30 0%

+2.800%

200' VC

K = 133

SSD = 819'

V P I

E L

,1

.3

+2.800% +2.000%

200' VC

K = 250

SSD = 1449'

V P I

E L

,1

.5

0+2.000%

+4.60 0%

100' VC

K = 38

+4.60 0%

1.80%

-1.80%

1.80%

-1.80%

STATE PROJECT

A

M N C

O s u m R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P

C .d g n

U s e r k e ll y .k e e le

NUMBER

SHEET

Superelevation Diagram

CO

FREMONT PASS TRAIL

CO FLAP SUM91(1)

Reduce shoulders to 1', Lt. and Rt. Reduce shoulders to 1', Lt. and Rt.Reduce shoulders to 1', Lt. and Rt.

Shoulder Stabilization, Rt. Shoulder Stabilization, Rt.

Shoulder Stabilization, Rt.

Stabilization, Rt.

Shoulder

C e n tu ry L in k F ib e ro p ti c

U

U

U

U

U

10150

G A S M

A R

K E R

U

U

10155

10155

U

U

U

10160 U

0 U 6 U

U

10165

U

U

G A S

10170

G A S M

A R

K E R

U

U

U

U

U

U

U

U

U

U

U

10180

10180

10180

U

10185

10185

U

U

U

U

U

U

U

U

U

U 6U

U

10190

10190

U

U

U

U

U

G A S M

A R

K E R

10195

U

6" H igh Pr es su re G as Ex ce l

140+00 141+00 142+00 143+00 144+00 145+00 146+00 147+00 148+00 149+00 150+00 151+00 152+00 153+00 154+00

10190

10200

10210

10220

10230

10240

10190

10200

10210

10220

10230

10240

C11

LT EOP

RT EOP

Profile grade and axis of rotation

200'100'0

Scale in Feet

0%

6.0%

-6.0%

6.0%

0%

-6.0%

Profile grade

Existing ground after construction.

Match existing grading truck turn around.

Potential construction

Curve = TRAIL-77

PI 140+89.82

D

R = 1,000.00'

T = 41.62'

L = 83.19'

Curve = TRAIL-78

PI 142+78.33

D

R = 300.00'

T = 45.98'

L = 91.26'

PI 143+93.63

Curve = TRAIL-79

D

R = 500.00'

T = 37.09'

L = 74.04'

Curve = TRAIL-80

PI 145+81.30

D

R = 300.00'

T = 20.91'

L = 41.75' L = 25.39'

Curve = TRAIL-81

PI 146+42.44

D

R = 300.00'

T = 12.70' T = 20.97'

Curve = TRAIL-82

PI 148+90.97

D

R = 500.00'

L = 41.92' L = 74.08'

Curve = TRAIL-83

PI 149+74.51

D

R = 900.00'

T = 37.06'

Curve = TRAIL-84

PI 151+12.40

D

R = 1,000.00'

T = 20.99'

L = 41.97' L = 36.90'

Curve = TRAIL-85

PI 153+47.58

D

R = 1,000.00'

T = 18.45'

B H -0

P C

.5

P T

.2

P C

.2

P T

.3

P C

.3

P T

.6

P C

.5

P T

.5

P C

.3

P T

.1

P C

.7

P

T

.1

P C

.0

P T

.9

P C

.4

P T

.5

P C

.4

P T

.3

P C

.1

P T

.0

P C

.8

P T

.9

P C

.1

V P I

E L

,1

.5

+4.60 0%

100' VC

K = 38 V P I

E L

,1

.5

+4.60 0%

+1.600%

57' VC

K = 19

SSD = 388'

V P I

E L

,2

.1

+1.600%

+5.00 0%

126' VC

K = 37

V P I

E L

,2

.8

+5.00 0%

+3.70 0%

100' VC

K = 77

SSD = 880'

V P I

E L

,2

.6

+3.70 0%

+2.800%

200' VC

K = 222

SSD = 1299'

V P I

E L

,2

.2

0+2.800%

+4.70 0%

100' VC

K = 53

1.80%

-1.80%

1.80%

-1.80%

STATE PROJECT

A

M .1

.2

.2 p r o je c ts C

O s u m R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P

C .d g n

U s e r k e ll y .k e e le

NUMBER

SHEET

Superelevation Diagram

CO

FREMONT PASS TRAIL

CO FLAP SUM91(1)

Reduce shoulders to 1', Lt. and Rt. Reduce shoulders to 1', Lt. and Rt.

Rock drain

Shoulder Stabilization, Rt. Shoulder Stabilization, Rt. Shoulder Stabilization, Rt.

C e n tu ry L in k F ib e ro p ti c

10195

10215

10215

10220

G A S M

A R

K E R

10225

10230

10245

U G T

E L

G A S M

A R

K E R

10250

6" H igh Pr es su re G as Ex ce l

10255

R ip r a p c la s s

R t.

E n d s e c ti o n

L t.

a n d R t.

I n s ta ll x x

C M

P

Ten Mile Creek

S e e S h e e t

D

R ip r a p c la s s

R t.

C o n c r e te H e a d w a ll

L t.

R t.

r is e b o x c u lv e r t

I n s ta ll

L

N F T s p a x

B

-1

B H -1

B H -1

P C

.1

P T

.0

P C

.8

P T

.9

P C

.1

P T

.5

P C

.5

P T

.8

P C

.0

P T

.4

P C

.7

P T

.2

P C

.4

P T

.6

P C

.2

P T

.3

P C

.7

P R C

.4

PT 163+79.77

5+

PC

6+ .65

P T

.7

P C

.5

PT 171+30.23

PC 171+73.62

P R

C

.0

POT 172+37.25

V P I

E L

,2

.8

+4.70 0%

+1.900%

200' VC

K = 71

SSD = 485'

V P I

E L

,2

.7

+1.900% +0.600%

200' VC

K = 154

SSD = 930'

V P I

E L

,2

.4

+0.600% -2.000%

100' VC

K = 38

SSD = 465'

V P I

E L

,2

.7

-2.000% +0.500%

93' VC

K = 37 V P I

E L

,2

.7

+0.500% -5.000%

104' VC

K = 19

SSD = 248'

1.80%

-1.80%

1.80%

-1.80%

1.80%

-1.80% -1.00%

1.00%

STATE PROJECT

A

M N C

O s u m R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P

C .d g n

U s e r k e ll y .k e e le

NUMBER

SHEET

Superelevation Diagram

CO

FREMONT PASS TRAIL

CO FLAP SUM91(1)

154+00 155+00 156+00 157+00 158+00 159+00 160+00 161+00 162+00 163+00 164+00 165+00 166+00 167+00

10230

10240

10250

10260

10270

10280

10230

10240

10250

10260

10270

10280

C12

200'100'0

Scale in Feet

LT EOP

RT EOP

Profile grade and axis of rotation

0%

6.0%

-6.0%

6.0%

0%

-6.0%

Profile grade

Existing ground

168+00

E 2818321.77

N 1592292.96

Station 163+70.00

Begin Option X

End Schedule A

Remove and reset gate

Install 14 LNFT of fence

Install 14 LNFT of fence See Sheet C14

Ramp to SH 91

Curve = TRAIL-86

PI 154+74.94

D

R = 300.00'

T = 19.06'

L = 38.07' L = 42.47'

Curve = TRAIL-87

PI 155+28.39

D

R = 300.00'

T = 21.27'

Curve = TRAIL-88

PI 156+36.20

D

R = 500.00'

T = 12.70'

L = 25.39'

T = 22.32'

Curve = TRAIL-89

PI 157+39.32

D

R = 200.00'

L = 44.45'

T = 31.29'

Curve = TRAIL-90

PI 158+74.03

D

R = 500.00'

L = 62.49'

Curve = TRAIL-91

PI 159+92.55

D

R = 300.00'

T = 12.15'

L = 24.29'

Curve = TRAIL-92

PI 161+26.93

D

R = 400.00'

T = 39.66'

L = 79.06'

Curve = TRAIL-93

PI 163+31.72

D

R = 23.00'

T = 5.96'

L = 11.66' L = 42.35'

Curve = TRAIL-94

PI 163+67.67

D

R = 23.00'

T = 30.25'

Curve = TRAIL-95

PI 166+77.38

D

R = 27.00'

T = 27.72'

L = 43.13'

20' x 10' with 10' long tapers

Construct aggregate widening for rest area, Rt. (7" depth)

Reduce shoulders to 1', Lt. and Rt. CO91 Pedestrian Overpass Bridge to 1', Lt. and Rt.

Reduce shoulders

Shoulder Stabilization, Rt. Shoulder Stabilization, Rt.

10222.6

8 FT CONC

10225

10225

10225

CONC

10230

10230

10230

10235

10235

10235

10235

10240

10240

10240

10240

10240

10240

N O P

A R

K I N

G

10245

10245

10245

10245

10245

10245

U G T

EL

FI

B

ER

O

PT

IC

N O P

A R

K I N

G

.0

T E L E

N O P

A R

K I N

G

G

AS

M

AR

K

ER

VEN

T

M I N

E N

O T

R E S

P A

S S

G

AS

M

AR

K

ER

10250

10250

10250

10250

10250

10250

S C

E N

IC

B

Y W

A Y

STOP

G

AS

M

AR

K

ER

6" High Pressure Gas Excel

C en tu ry L in k

Fi be ro pt ic

S C

E N I C B

Y W

A Y

10255

10255

10255

10255

10255

3X

3X

3X

3X 3 3X

5X

10260

10260

10260 10260

10260

10260

10260 10260

10260

2X

G

AS

M

AR

K

ER

2X 3 2X

S T

E E

L G

AS

M

AR

K

ER

10265 10265

10265

10265

510265

10270

10270

10270

10275

10275

10280

U

TI

LI

TY

PE

D

ES

TAL

6X

FT

G

AS

SH

BH-

BH-

BH-

P C

.7

P R

C

.4

PT 163+79.77

165+00

PC 166+49.65

P T

.7

P C

.5

PT

.2

3 PC

1+

.6

PR

C 172+

07.00

PT 172+31.70

POT 17

2+37.2

-5.000%

V P I

E L

,2

.5

-5.000%

66' VC

K = 10

VPI 171+80

EL 10,247.67

+1.600%

VPI 171+95

EL 10,248.27

+4.02 5%

VPI 172+20

EL 10,249.88

+6.4 60%

VPI 172+30

EL 10,250.77

+8.8

.1

,2

.7

-1.80%

1.80% 0.83%

-0.50%

STATE PROJECT

A

M N C

O s u m R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P

C .d g n

U s e r k e ll y .k e e le

NUMBER

SHEET

Superelevation Diagram

CO

FREMONT PASS TRAIL

CO FLAP SUM91(1)

168+00 169+00 170+00 171+00

10230

10240

10250

10260

10270

10280

10230

10240

10250

10260

10270

10280

C13

200'100'0

Scale in Feet

RT EOP

LT EOP

Profile grade and axis of rotation

0%

6.0%

-6.0%

6.0%

0%

-6.0%

Profile grade

Existing ground

Climax Mine Driveway

Perform no work along

Curve = TRAIL-97

PI 171+92.82

D

R = 27.00'

T = 19.20'

L = 33.38'

Curve = TRAIL-98

PI 172+20.29

D

R = 27.00'

T = 13.28'

L = 24.69'

Curve = TRAIL-96

PI 171+06.95

D

R = 50.00'

T = 28.45'

L = 51.73'

172+00

22.

8 FT

CONC

10225

CONC

10230

10230

34.

10235

10235

10235

10240

10240

10240

10240

N O P

A R

K I N

G 10245

10245 10245

10245

10245

10245

F

IB

E R O

P T

IC

P

N O P

A R

K I N

G

.0

T E

L E

K-

RAI

L

N O P

A R

K I N

G of concrete barrier

Remove approx. 40'

G A S M

A R

K E

R

M I N

E N

O T

R E S

P A

S S

V E

N T

M I N

E N

O T

R E S

P A

S S

10250

10250

10250

10250

10250

10250

10250

10250

10250

S C

E N I C B

Y W

A Y

STOP

G A S M

A R

K E

R

6" High Pressure Gas Excel

S C

E N I C B

Y W

A Y

10255

10255

10255

10255

10255

10255

X

X

X

X

X

X

10260

10260

10260

10260

10260

10260

X

X

X

S T E E L

G A S M

A R

K E

R

10265

10265

10265

10265

10265

10265

10270

10270

10270

10270

10270

10275

10275

10275

10275

10275

10280

10280

U T

IL

IT

Y

P E

D E S

T A

L

X F

T

G A S

E 2817938.15

N 1591970.71

Station 172+37.25

End Option X R ip r a p c la s s

L t.

E n d s e c ti o n

L t.

a n d R t.

I n s ta ll x x

C M

P

M N C

O s u m R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P

C .d g n

U s e r k e ll y .k e e le

NUMBER

SHEET

Superelevation Diagram

CO

FREMONT PASS TRAIL

CO FLAP SUM91(1)

B H -1

B H -1

B H -1

+00

10220

10222.6

8 FT CONC

10225

10225

10225

CONC

10230

10230

10230 10230

10230

10234.3

10235

10235

10235

10235 10235

10235

10240

10240

10240

10240 10240

10240 10240

N O P

A R

K I N

G

10245

10245

10245

10245

10245

10245 10245

10245

10245

F

IB

E R O

P T

IC

P

N O P

A R

K I N

G

.0

T

E L E

K-R

AIL

N O P

A R

K I N

G

G A S M

A R

K E R

M I N

E N

O T

R E S

P A

S S

V E N T

M I N

E N

O T

R E S

P A

S S

10250 10250 10250

10250

10250

10250

10250

10250

10250

10250

10250

S C

E N I C B

Y W

A Y

STOP

G A S M

A R

K E R

6" High Pressure Gas Excel

S C

E N I C B

Y W

A Y

10255 10255 10255

10255

5 10255

10255

10255

10255

10255

X

X

X 2 3

X 3 3 X

X

10260

10260

10260 10260 10260

10260

10260

10260

10260

10260

10260

X 3 2 X 3 2 X

S T

E E

L

G A S M

A R

K E R

10265

10265

10265

10265 10265

10265

10265

10270 10270

10270

70 10270

10270

10275

10275

10275

10280

U T

IL

IT

Y

P E D E S T A L 6

X F

T G

A S

10285

10290

P O

T

.0

P C

.4

P T

.9

P C

.7

P T

.1

,2

.9

V P I

E L

,2

.0

+0.500% +4.80

0%

43' VC

K = 10 V P I

E L

,2

.0

+4.80 0% -8.000%

38' VC

K = 3

SSD = 103'

V P I

E L

,2

.5

-8.000%

+2.000%

43' VC

K = 4

,2

.0

1.80%

-1.80%

1.80%

-1.80%

403+50

403+50

3.80%

-0.30%

200'100'0

Scale in Feet

400+00 401+00 402+00 403+00 404+00

SH 9

RT EOP

LT EOP

Profile grade and axis of rotation

10,240

10,220

10,260

10,250

10,230

10,270

0%

10,220

10,260

10,250

10,240

10,230

10,270

6.0%

-6.0% -6.0%

0%

6.0%

Trail Mainline

Profile grade

Existing ground

C14

E 2818324.01

N 1592292.86

E 2818038.29

N 1592059.39

E n d s e c ti o n s

L t.

a n d R t.

I n s ta ll x x

C M

P

Curve = RAMP-1

PI 401+22.40

D

R = 200.00'

T = 28.98'

L = 57.56'

Curve = RAMP-2

PI 403+33.44

D

R = 225.00'

T = 42.67'

L = 84.33'

R

R

Station 400+00 = Trail Station 163+67.76

Begin Ramp To SH 91 - Schedule A

Station 403+75.11

End Ramp to SH 91 - Schedule A

PI 500+16.59

Curve = AP0068-1

D

R = 20.00'

T = 6.57'

L = 12.70'

0+

AP0068500+00 501+00

E 2820663.75

N 1606646.99

E 2820639.47

N 1606646.96

Proposed grade

Existing ground

100'50'0

Scale in Feet

1. Match typical section on A6

NOTE:

D1

Station 500+00.00 = Trail Station 0+68.15

Begin AP0068

Schedule A

Station 500+25.00

End AP0068

Schedule A

P O

T

.0

P C

.0

P T

.7

P O

T

.0

3X3X2

STATE PROJECT

P

M N C

O s u m R o a d w a y C

A D

D S h e e ts D

M in o r P

P A

P .d g n

U s e r k e ll y .t e r r e ll

NUMBER

SHEET

CO

FREMONT PASS TRAIL

CO FLAP SUM91(1)

V P I

E L

,7

.3

-0.750%

,7

.4

V P I

E L

,7

. 1

+4.89 7%

+2.122%

,7

.2

A

M .1

.2

.2 p r o je c ts C

O s u m R o a d w a y C

A D

D S h e e ts T A

O P P

N P .d g n

U s e r k e ll y .k e e le

NUMBER

SHEET

CO

FREMONT PASS TRAIL

CO FLAP SUM91(1)

D2

Existing Ground

0 10 20 30 40 50-40 -30 -20 -10

20'10'0

Scale in Feet

Backfill

N.T.S.

8"

.0

CONCRETE BOX CULVERT TYPICAL SECTION

8"

Centerline

Pathway

Wingwall A

Wingwall B Wingwall D

Wingwall C

CL

El. 10218.45

Wingwall A & B

Toe wall (typ.)

Elev. 10215.34

Stream Inlet

PLAN

V a r ie s

1'

1'

Headwall (typ.)

3.

Edge of Path Way

Low flow channel 3.

3.Streambed material 1

10220

10215

8' span x 4' rise concrete box culvert

5.3% line

Fiber optic

Gas line

108°

Pay Length = 26'

13'13'

10225

10230

10235

10240

10210

10205

10200

10195

Elev. 10214.67

Box Culvert Inlet Invert

Elev. 10213.29

Box Culvert Outlet Invert

Wingwall B El. 10215.45

Wingwall A El. 10215.45

El. 10219.84

Wingwall C & D

Wingwall D El. 10216.84

Wingwall C El. 10216.84

STA. 145+68.63

ELEVATION

E m b e d m e n t

Streambed material channel Low flow haunch (typ.)

8" x 8"

3.4

3'

Foundation fill

8.0' gas line

Underground fiber line

Underground

8'

8'

90°

10219.8 Profile Grade El.

Sta. 145+68.63

' (ty p

(typ.)

Concrete headwall m a x

18' (max.)

(3' min. depth)

Class 4 riprap

+3.00%-3.03% -5.10%

-2.43% 1:2

:1 .4 streambed channel.

4. Shape constructed channel to blend with natural

3. See Sheet T8 for AOP details.

Headwall. See Special 601-A for details.

and paid for according to item 60103-0000, Concrete,

2. Headwalls, toewalls, and wingwalls will be constructed for box culvert requirements.

1. See Section 602 of the Special Contract Requirements

NOTES:

Elev. 10213.95

Stream Outlet

E1

200'100'0

Scale in Feet

200'100'0

Scale in Feet sheet for erosion and sediment control symbols.

2. Refer to the Conventional Plan Symbols and Abbreviations

1. Erosion and sediment control devices not to scale.

NOTE:

0+00 TO 28+00

CONTROL

EROSION AND SEDIMENT

STATE PROJECT

P

M N C

O s u m R o a d w a y C

A D

D S h e e ts E E

C P

E .d

U s e r k e ll y .t e r r e ll

NUMBER

SHEET

CO

E2 sheet for erosion and sediment control symbols.

2. Refer to the Conventional Plan Symbols and Abbreviations

1. Erosion and sediment control devices not to scale.

NOTE:

200'100'0

Scale in Feet

200'100'0

Scale in Feet 28+00 TO 56+00

CONTROL

EROSION AND SEDIMENT

STATE PROJECT

P

M N C

O s u m R o a d w a y C

A D

D S h e e ts E E

C P

E .d

U s e r k e ll y .t e r r e ll

NUMBER

SHEET

CO

10000

10000

10005

10005

10005

10010

10010

10010

10015

9960 9965

E3 sheet for erosion and sediment control symbols.

2. Refer to the Conventional Plan Symbols and Abbreviations

1. Erosion and sediment control devices not to scale.

NOTE:

56+00 TO 84+00

CONTROL

EROSION AND SEDIMENT

200'100'0

Scale in Feet

200'100'0

Scale in Feet

STATE PROJECT

P

M N C

O s u m R o a d w a y C

A D

D S h e e ts E E

C P

E .d

U s e r k e ll y .t e r r e ll

NUMBER

SHEET

CO

10050

10055

10055

10060

10060

10060

10065

10070

10075

10080 1 0 10085

10085

10085

10085

10085

10090

10095

10025

10025

10030

10030

10030 10030

10030

10040

10045

10045

10050

10050

10055

10055

10060

E4

200'100'0

Scale in Feet

200'100'0

Scale in Feet sheet for erosion and sediment control symbols.

2. Refer to the Conventional Plan Symbols and Abbreviations

1. Erosion and sediment control devices not to scale.

NOTE:

84+00 TO 112+00

CONTROL

EROSION AND SEDIMENT

STATE PROJECT

P

M N C

O s u m R o a d w a y C

A D

D S h e e ts E E

C P

E .d

U s e r k e ll y .t e r r e ll

NUMBER

SHEET

CO

10150

10155

10155

10160

10165

10170

10180

10180

10180

10185

10185

10190

10190

10110

10110

10125

10125

10125

10130

10135

10140

E5

200'100'0

Scale in Feet

200'100'0

Scale in Feet sheet for erosion and sediment control symbols.

2. Refer to the Conventional Plan Symbols and Abbreviations

1. Erosion and sediment control devices not to scale.

NOTE:

112+00 TO 140+00

CONTROL

EROSION AND SEDIMENT

STATE PROJECT

P

M N C

O s u m R o a d w a y C

A D

D S h e e ts E E

C P

E .d

U s e r k e ll y .t e r r e ll

NUMBER

SHEET

CO

10225

10225

10225

10230

10230

10230

10235

10235