CA_FTFS_0007(1)_Fibreboard_Final_Plans.pdf

Sheet 1 of 2

A2

ABBREVIATIONS

SYMBOLS AND

CONVENTIONAL PLAN

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

A 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 .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r S ta c y .D ic c ic c o

NUMBER

SHEET

CA

FIBREBOARD ROAD

FTFS 0007(1)

Sheet 2 of 2

A3

ABBREVIATIONS

SYMBOLS AND

CONVENTIONAL PLAN

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

P

M N C

A 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 .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r S ta c y .D ic c ic c o

NUMBER

SHEET

CA

MAINLINE

TYPICAL SECTIONS

NO SCALE

Notes:

Dimensions shown are approximate and may be varied by the CO.

Existing superelevated and widened sections are not shown.

2.

1.

Variable

Existing Slope Variable Existing Slope

Traveled WayTraveled Way

Match existing Match existing

See Detail A

Shldr

0.5'

Shldr

0.5'

Construction Limits

DETAIL A

3.

Construct 30° pavement edge (safety edge)

4.

3.

with cement

6" Full depth reclamation

1:4

4.

for structural section details

See Mainline Typical Section to stay on the existing bench.

Steepen the foreslopes as necessary, but not steeper than 1:2, Construct a 1:4 or flatter foreslope unless otherwise directed by the CO.

pavement conditions.

Pavement Report for more information on existing

Reclaim to the depth specified in the typical section. See the

Fog seal and appearance.

Shape and compact as necessary for drainage after placement of asphalt concrete pavement.

Roadway Aggregate, Method 2 (pay item 30201-2000) into the mainline base section. Shoulder up with from this section. Incorporate pulverized material

Remove all pulverized asphalt material

Place in two lifts

3" Asphalt Pavement

0.5' Clear Zone 0.5' Clear Zone

Average Existing Width

21'

A5

5.

5.

32+50 to 188+50

EXISTING TYPICAL SECTION

0.4'

5.

30° first lift)

(applied prior to

Prime coat

(between lifts)

Tack Coat

32+50 to 188+50

TYPICAL SECTION

10'10' 5.5.

construction begins.

the contractor according to Subsection 152.05(m) of the SCRs before work performed. Dimensions of the roadway should be measured by existing width or as directed by CO. Payment will be made for actual

Typical Section lane width does not represent widened sections, matchvaries from 3" to 4".

Existing aggregate base depth varies from 3" to 4".

Existing asphalt pavement depth

STATE PROJECT

P

M N C

A R o a d w a y C

A D

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

R ty p .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r S ta c y .D ic c ic c o

NUMBER

SHEET

CA

Variable

W

Variable

3' minimum

1.3'

W

1.3' d

4' (typ.)

4' (typ.)

APPROACH ROADS

TYPICAL SECTIONS

4' (typ.)

Variable

V a ria b le

A

B

A

B

M a in li e

SECTION B-B

Shoulder edge V a ria b le

(1:6 desi rable )1:4 o r flat ter

M a in li

A

A B

B

SECTION A-A

b y t h e C o n tr a c ti n g O ff ic e r

R ig h t-o f-w a y o r a s s ta k d

Paved length

NO SCALE

(1:6 desirable)

1:4 or flatter base edge

Aggregate

Approach Road b y t h e C o n tr a c ti n g O ff ic e r

R ig h t-o f-w a y o r a s s ta k d

Approach Road

Flatten slope

3.

2.

3.

2.

2.

S u b g r a d e e d g e

A g g r e g a te b a s e e d g e

Total length

Paved length

W

Typical culvert location

Total length

WW

with mainline roadway construction.

Construct cut and fill slopes for approach roads to match locations to be field verified.

Stations shown are approximate locations. Actual pavement edge

Asphalt concrete

Aggregate base edge

R

R

Subgrade edge

Aggregate base edge pavement edge

Asphalt concrete

End Section A-A

5.

5.

4.4.

5.

16'

Match existing

End Section A-A

TYPICAL PLAN

TYPE 2

APPROACH ROAD

TYPICAL PLAN

TYPE 1

APPROACH ROAD

6.

5.

4.

3.

2.

1.

A6

TYPICAL SYMBOL

Type road connection on plan sheet

Example of symbol showing standard approach

Match existing cross slopes and paved width.

Match existing profile.

method 2.

Place 3" asphalt pavement on 4" Roadway aggregate, Notes:

4" Roadway Aggregate, method 2 shown may be varied ±20°, as approved by the CO.

Under special conditions, the approach road angle

Va ria ble

Note: See C sheets for R1 and R2 values for type 2 approach roads.

Subgrade edge

STATE PROJECT

P

M N C

A 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

A P R

D S .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r S ta c y .D ic c ic c o

NUMBER

SHEET

CA

Sheet and Description

B5-B6

Schedule A Tabulation of Quantities

Allowance Bid Schedule

A0100 15101-0000 MOBILIZATION LPSM ALL

A0120 15210-3000 CENTERLINE, VERIFICATION AND STAKING MILE 2.280 2.280

A0140 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0160 15401-0000 CONTRACTOR TESTING LPSM ALL

A0180 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0200 15701-0000 SOIL EROSION CONTROL LPSM ALL

A0220 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A0240 20202-0000 SELECTIVE CLEARING SQYD 100 As directed by CO

A0260 20301-0700 REMOVAL OF DELINEATOR (OBJECT MARKER) EACH 60 4 64

A0280 20301-2400 REMOVAL OF SIGN EACH 10 10

A0300 20402-0000 SUBEXCAVATION CUYD 180 As directed by CO

A0320 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 2,628 132 2,760

A0340 30302-3000 SHOULDER AND DITCH RECONDITIONING LNFT 1,500 As directed by CO

A0360 30502-0600 FULL DEPTH RECLAMATION WITH CEMENT, 6-INCH DEPTH SQYD 28,116 1,384 29,500

A0380 30510-0000 CEMENTITIOUS MATERIAL TON 342 18 360

A0400 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 4,745 255 5,000

A0420 40601-0000 FOG SEAL TON 12.1 0.9 13.0

A0440 41102-1000 PRIME COAT, METHOD 1 SQYD 28,463 1,537 30,000

A0460 41105-0000 BLOTTER TON 50 14.75 lb/yd2, assume 20% of area

A0480 41201-0000 TACK COAT TON 11.7 0.8 12.5

A0500 60704-0000 CLEANING CULVERT IN PLACE EACH 15 As directed by CO

A0520 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 16

A0540 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

24-INCH WIDTH HOUR 16

A0560 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY HOUR 16

A0580 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 16

A0600 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY HOUR 16

A0620 62301-0000 GENERAL LABOR HOUR 16

A0640 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES HOUR 8

A0660 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 8

A0680 63301-0000 SIGN SYSTEM EACH 10 1 11

A0700 63308-2000 OBJECT MARKER, TYPE 2 EACH 60 60

A0720 63309-0000 DELINEATOR EACH 116 4 120

A0740 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID MILE 22.8 0.2 23.0

A0760 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 3 3

A0780 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE EACH 100 100

MileStone: Final Estimate Date Completed: 04/06/21 Report Date: 04/06/21

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A

-A p r-

:5 P

M

Remarks and/or Determination of Estimated QuantityPay Item Description Unit

Estimated Quantities N

C A \0

(1

R o a d w a y\

C A D

D S h ee ts \B

-S u m m

S u m

Q Fi n a l.

xl sm ]S h ee t

STATE PROJECT

B1

FTFS 0007(1)

FIBREBOARD ROADCA

SHEET

NUMBER

Sheet and Description

B5-B6

Schedule A Tabulation of Quantities

Allowance Bid Schedule

A0800 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 100 100

A0820 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B EACH 11 11

A0840 63502-3900 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN EACH 27 3 30

A0860 63505-1000 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS MILE 2.28 2.28

A0880 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 800 800

A0900 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 400 400

-A p r-

:5 P

M

MileStone: Final Estimate Date Completed: 04/06/21 Report Date: 04/06/21

N

C A \0

(1

R o a d w a y\

C A D

D S h ee ts \B

-S u m m

S u m

Q Fi n a l.

xl sm ]S h ee t (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

B2

FTFS 0007(1)

FIBREBOARD ROADCA

B7

Option X Tabulation of Quantities

Allowance Bid Schedule

X0100 15101-0000 MOBILIZATION LPSM ALL

X0120 15210-3000 CENTERLINE, VERIFICATION AND STAKING MILE 0.410 0.410

X0140 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

X0160 15401-0000 CONTRACTOR TESTING LPSM ALL

X0180 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

X0200 15701-0000 SOIL EROSION CONTROL LPSM ALL

X0220 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

X0240 20202-0000 SELECTIVE CLEARING SQYD 20 As directed by CO

X0260 20301-0700 REMOVAL OF DELINEATOR (OBJECT MARKER) EACH 10 10

X0280 20301-2400 REMOVAL OF SIGN EACH 6 6

X0300 20402-0000 SUBEXCAVATION CUYD 35 As directed by CO

X0320 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 448 22 470

X0340 30302-3000 SHOULDER AND DITCH RECONDITIONING LNFT 200 As directed by CO

X0360 30502-0600 FULL DEPTH RECLAMATION WITH CEMENT, 6-INCH DEPTH SQYD 5,017 283 5,300

X0380 30510-0000 CEMENTITIOUS MATERIAL TON 61 4 65

X0400 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 837 43 880

X0420 40601-0000 FOG SEAL TON 2.1 0.1 2.2

X0440 41102-1000 PRIME COAT, METHOD 1 SQYD 5,017 283 5,300

X0460 41105-0000 BLOTTER TON 10 14.75 lb/yd2, assume 20% of area

X0480 41201-0000 TACK COAT TON 2.0 0.1 2.1

X0500 60704-0000 CLEANING CULVERT IN PLACE EACH 3 As directed by CO

X0520 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 4

X0540 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

24-INCH WIDTH HOUR 4

X0560 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY HOUR 4

X0580 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 4

X0600 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY HOUR 4

X0620 62301-0000 GENERAL LABOR HOUR 4

X0640 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES HOUR 4

X0660 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 4

X0680 63301-0000 SIGN SYSTEM EACH 6 6

X0700 63308-2000 OBJECT MARKER, TYPE 2 EACH 10 10

X0720 63309-0000 DELINEATOR EACH 30 4 34

X0740 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID MILE 4.1 0.1 4.2

X0760 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE EACH 20 20

X0780 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 20 20

X0800 63502-3900 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN EACH 7

X0820 63505-1000 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS MILE 0.41 0.41

X0840 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 200 200

X0860 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 100 100

-A p r-

:5 P

M

MileStone: Final Estimate Date Completed: 04/06/21 Report Date: 04/06/21

N

C A \0

(1

R o a d w a y\

C A D

D S h ee ts \B

-S u m m

S u m

Q Fi n a l.

xl sm ]S h ee t (3

SUMMARY OF QUANTITIES - Option 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

B3

FTFS 0007(1)

FIBREBOARD ROADCA

B8

Option Y Tabulation of Quantities

Allowance Bid Schedule

Y0100 15101-0000 MOBILIZATION LPSM ALL

Y0120 15210-3000 CENTERLINE, VERIFICATION AND STAKING MILE 0.270 0.270

Y0140 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

Y0160 15401-0000 CONTRACTOR TESTING LPSM ALL

Y0180 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

Y0200 15701-0000 SOIL EROSION CONTROL LPSM ALL

Y0220 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

Y0240 20202-0000 SELECTIVE CLEARING SQYD 10 As directed by CO

Y0260 20301-0700 REMOVAL OF DELINEATOR (OBJECT MARKER) EACH 6 6

Y0280 20301-2400 REMOVAL OF SIGN EACH 2 2

Y0300 20402-0000 SUBEXCAVATION CUYD 25 As directed by CO

Y0320 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 292 18 310

Y0340 30302-3000 SHOULDER AND DITCH RECONDITIONING LNFT 130 As directed by CO

Y0360 30502-0600 FULL DEPTH RECLAMATION WITH CEMENT, 6-INCH DEPTH SQYD 3,267 233 3,500

Y0380 30510-0000 CEMENTITIOUS MATERIAL TON 40 5 45

Y0400 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 545 30 575

Y0420 40601-0000 FOG SEAL TON 1.4 0.2 1.6

Y0440 41102-1000 PRIME COAT, METHOD 1 SQYD 3,267 233 3,500

Y0460 41105-0000 BLOTTER TON 7 14.75 lb/yd2, assume 20% of area

Y0480 41201-0000 TACK COAT TON 1.4 0.1 1.5

Y0500 60704-0000 CLEANING CULVERT IN PLACE EACH 2 As directed by CO

Y0520 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 4

Y0540 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

24-INCH WIDTH HOUR 4

Y0560 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY HOUR 4

Y0580 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 4

Y0600 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY HOUR 4

Y0620 62301-0000 GENERAL LABOR HOUR 4

Y0640 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES HOUR 4

Y0660 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 4

Y0680 63301-0000 SIGN SYSTEM EACH 2 2

Y0700 63308-2000 OBJECT MARKER, TYPE 2 EACH 6 6

Y0720 63309-0000 DELINEATOR EACH 18 2 20

Y0740 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID MILE 2.7 0.1 2.8

Y0760 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE EACH 20 15

Y0780 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 20 20

Y0800 63502-3900 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN EACH 5

Y0820 63505-1000 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS MILE 0.27 0.27

Y0840 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 160 160

Y0860 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 80 80

-A p r-

:5 P

M

MileStone: Final Estimate Date Completed: 04/06/21 Report Date: 04/06/21

N

C A \0

(1

R o a d w a y\

C A D

D S h ee ts \B

-S u m m

S u m

Q Fi n a l.

xl sm ]S h ee t (4

SUMMARY OF QUANTITIES - Option Y

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

B4

FTFS 0007(1)

FIBREBOARD ROADCA

B5

OF QUANTITIES

TABULATION

SCHEDULE A

STATE PROJECT

P

M N C

A R o a d w a y C

A D

D S h e e ts B S u m m T a b o f-

Q u a n ti ti e s .d

U s e r S ta c y .D ic c ic c o

NUMBER

SHEET

CA

Sheet 2 of 2

B6

OF QUANTITIES

TABULATION

SCHEDULE A

STATE PROJECT

P

M N C

A R o a d w a y C

A D

D S h e e ts B S u m m T a b o f-

Q u a n ti ti e s .d

U s e r S ta c y .D ic c ic c o

NUMBER

SHEET

CA

B7

Sheet 1 of 1

OF QUANTITIES

TABULATION

OPTION X

STATE PROJECT

P

M N C

A R o a d w a y C

A D

D S h e e ts B S u m m T a b o f-

Q u a n ti ti e s .d

U s e r S ta c y .D ic c ic c o

NUMBER

SHEET

CA

OF QUANTITIES

TABULATION

OPTION Y

Sheet 1 of 1

B8

STATE PROJECT

P

M N C

A R o a d w a y C

A D

D S h e e ts B S u m m T a b o f-

Q u a n ti ti e s .d

U s e r S ta c y .D ic c ic c o

NUMBER

SHEET

CA

DETAIL APPROVED FOR USE 12/2012

SUBEXCAVATION

NO SCALE C204-51

See bench detail than 2 ft Bench if greater Varies (2 ft typ.)

max.

2 ft

1 ft min.

6.

5.

4.

3.

2.

1.

NOTE:

REVISED: 08/2014

STATE PROJECT

NUMBER

SHEET

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY DETAIL

DETAIL

P

M N C

A R o a d w a y C

A D

D S h e e ts F C .d g n

U s e r S ta c y .D ic c ic c o

F1

Geotextile class 2, type D the CO.

not construct slopes steeper than 1:2 unless approved by slope adjustments to match the subgrade hinge point. Do

At daylight locations, match the existing fill slope or make roadway cross slope when steeper than 2%.

toward the daylight for drainage, or match the existing subgrade hinge point. Slope the excavation bottom 2%

Daylight to drain when the excavation is within 4 ft of the every 2 ft of subexcavation depth.

in bottom layers. Provide a 1 ft min. bench width for

Widen top of subexcavation area to allow for bench width

Do not place backfill material within the structural section.

Minimum subexcavation dimensions are 6 ft wide x 6 ft long.

of the SCRs, unless otherwise specified.

Replace unsuitable material according to Subsection 204.07

See typical sections for structural section

Finished grade

Backfill with material according to Section 204

TYPICAL SECTION

SUBEXCAVATION

BENCH DETAIL

Total subexcavation width

Width of need according to Section 204

Backfill with material structural section

See typical sections for

Finished grade

Geotextile class 2, type D

CA

STATE PROJECT

A

M N C

A R o a d w a y C

A D

D S h e e ts T P la n P la n S ig n S tr ip e .d

U s e r S ta c y .D ic c ic c o

NUMBER

SHEET

CA

FIBREBOARD ROAD

FTFS 0007(1)

200'100'0

Scale in Feet

STATION 32+50 TO 60+00

MARKINGS

SIGNING & PAVEMENT

MAINLINE

W1-2R

Install

W1-2L

Install edge stripe

6" solid white yellow stripe

4" solid double

T1 edge stripe

6" solid white yellow stripe

4" solid double

Station 32+50.00

Begin Schedule A

Begin Project

STATE PROJECT

A

M N C

A R o a d w a y C

A D

D S h e e ts T P la n P la n S ig n S tr ip e .d

U s e r S ta c y .D ic c ic c o

NUMBER

SHEET

CA

FIBREBOARD ROAD

FTFS 0007(1)

200'100'0

Scale in Feet

STATION 60+00 TO 90+00

MARKINGS

SIGNING & PAVEMENT

MAINLINE

edge stripe

6" solid white yellow stripe

4" solid double edge stripe

6" solid white yellow stripe

4" solid double

T2

0 1

STATE PROJECT

A

M N C

A R o a d w a y C

A D

D S h e e ts T P la n P la n S ig n S tr ip e .d

U s e r S ta c y .D ic c ic c o

NUMBER

SHEET

CA

FIBREBOARD ROAD

FTFS 0007(1)

200'100'0

Scale in Feet

STATION 90+00 TO 120+00

MARKINGS

SIGNING & PAVEMENT

MAINLINE

edge stripe

6" solid white yellow stripe

4" solid double edge stripe

6" solid white yellow stripe

T3

STATE PROJECT

A

M N C

A R o a d w a y C

A D

D S h e e ts T P la n P la n S ig n S tr ip e .d

U s e r S ta c y .D ic c ic c o

NUMBER

SHEET

CA

FIBREBOARD ROAD

FTFS 0007(1)

200'100'0

Scale in Feet

STATION 120+00 TO 150+00

MARKINGS

SIGNING & PAVEMENT

MAINLINE

edge stripe

6" solid whiteyellow stripe

4" solid double edge stripe

6" solid white yellow stripe

T4

STATE PROJECT

A

M N C

A R o a d w a y C

A D

D S h e e ts T P la n P la n S ig n S tr ip e .d

U s e r S ta c y .D ic c ic c o

NUMBER

SHEET

CA

FIBREBOARD ROAD

FTFS 0007(1)

200'100'0

Scale in Feet

STATION 150+00 TO 180+00

MARKINGS

SIGNING & PAVEMENT

MAINLINE

edge stripe

6" solid white yellow stripe

4" solid double

T5

Station 153+00.00

Begin Option X

End Schedule A edge stripe

6" solid white yellow stripe

4" solid double Station 174+50.00

Begin Option Y

End Option X

W1-2L

Install

W1-2R

Install

STATE PROJECT

A

M N C

A R o a d w a y C

A D

D S h e e ts T P la n P la n S ig n S tr ip e .d

U s e r S ta c y .D ic c ic c o

NUMBER

SHEET

CA

FIBREBOARD ROAD

FTFS 0007(1)

0edge stripe

6" solid white yellow stripe

4" solid double

STATION 180+00 TO 188+50

MARKINGS

SIGNING & PAVEMENT

MAINLINE

T6

Station 188+50.00

End Option Y

End Project

200'100'0

Scale in Feet

EPS = Edge of Paved Shoulder

ABBREVIATIONS:

4. Adopted from CALTRANS 2018 Standard Plans.

T8

633-A

PERMANENT SIGNS

STATE PROJECT

A

M N C

A R o a d w a y C

A D

D S h e e ts T C a li fo r n ia P e r m a n e n t

S ig n s .d

U.S. DEPARTMENT OF TRANSPORTATION

SPECIAL

U.S. CUSTOMARY SPECIAL

U s e r S ta c y .D ic c ic c o

NUMBER

SHEET

CA

U s e r S ta c y .D ic c ic c o

Sheet 2 of 2

10. Adopted from CALTRANS 2018 Standard Plans.

T9

633-A

PERMANENT SIGNS

STATE PROJECT

A

M N C

A R o a d w a y C

A D

D S h e e ts T C a li fo r n ia P e r m a n e n t

S ig n s .d

U.S. DEPARTMENT OF TRANSPORTATION

SPECIAL

U.S. CUSTOMARY SPECIAL

U s e r S ta c y .D ic c ic c o

NUMBER

SHEET

CA