CO_102(1)_PDF.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 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

C O

.d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r r y a n .m a th is

NUMBER

SHEET

CO

Brainard Lake Road

CO FLAP 102(1)

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

Sheet 2 of 2

A3

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

O 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

C O

.d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r r y a n .m a th is

NUMBER

SHEET

CO

STATE PROJECT

P

M N C

O R o a d w a y C

A D

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

P L

N S it e .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r r y a n .m a th is

NUMBER

SHEET

CO

Brainard Lake Road

CO FLAP 102(1)

A

A

A

A

A

A

A

A

Creek

Station 12+00.00

Brainard Lake Road

Begin Project CO FLAP 102(1)

Station 145+25.00

Brainard Lake Road

End Project CO FLAP 102(1)

F O

R E S

T B

O U

N D

A R

Y

FOREST BOUNDARY

SITE MAP

A4

Left Hand Reservoir Road

+00

40+00

+00

120+

4 3 2

35 36

9 10 11

13141516

T 2 N

T 1 N

Chip munk

Gulch

Left

H and

Red Rock

Lake

Sou th

St.

Vr ain

Tra il

Brainard Lake

C re e k

WARD

4000'2000'0

Scale in FeetFOREST

NATIONAL

ROOSEVELT

(See Sheet F2)

Site

Waste Disposal

Station 200+20.00 - 201+20.00

(Option X)

CO FTFS 112(2)

Brainard Lake Bridge

(See Sheet F2)

Site

Waste Disposal

(See Sheet F2)

Site

Waste Disposal

Lake Road) from Brainard

(Approx. 1.2 Mi.

Site

Waste Disposal

REVISIONS (OR CHANGE NOTICES)

DESCRIPTION

NO.

DATE INIT.

Created 8/4/14 klw

SURVEY CONTROL

A5

STATE PROJECT

P

M N C

O 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

C o n tr o lS h e e t.

d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r r y a n .m a th is

NUMBER

SHEET

CO

See plans for locations of curves and superelevations

METHOD OF SUPERELEVATION ON CURVES

NO SCALE

NOTE:

Min. superelevation 2% 6% Max. superele vation

Normal crown -2% -2% Normal crown grade

Profile superelevation

Pivot point for ground

Existing

18' 15'

11' Clear zone

11' 11'

Hinge point

Hinge point

1:4 2%

Cut slope

(variable) 2% asphalt lifts)

(applied between

Tack coat top asphalt lift)

(applied to

Fog seal and seeding limits

Topsoil

SubgradeSubgrade

Traveled way Traveled way ditch

Graded Shldr.

pavement)

(top of

Profile grade

Shldr.

(variable)

Fill slope

1.

3.

2.

2.

cut slope

Rounded limit stake

Slope

1:4

5'

Clearing and construction limits

5' limit

Slope stake 4' 1'3' 3'4'

B=5'F=5'

Station to Station

LENGTH OF PROJECT

TOTAL (mi)

TOTALS (ft)

(ft)

Roadway

1:4

DETAIL A

base

Aggregate

30° - 35°

2.52 from 20' to 22'

Existing width varies

Average 21'

See Detail A

A6

12+00 to 145+25

12+00 to 145+25

EXISTING TYPICAL SECTION

curve widening to coincide with the superelevation transitions.

the inside of curves throughout the superelevated sections. Transition the

Construct curve widening as shown in the table below. Apply the widening on 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

4.

3.

2.

1.

13,325

13,325

TYPICAL SECTION - RECONSTRUCTION

WIDENING ON CURVES

(ft)

Radius

(ft)

Widening

4.

Over 100

75 to 99

MAINLINE

TYPICAL SECTIONS

(Placed in 2 lifts) pavement, type 1

3" Asphalt concrete

GUARDRAIL DETAIL

Va ria ble

Ex ist ing Sl op e section details

See Typical for structural

1:

Edge of shoulder

GUARDRAIL DETAIL

2'

2'

Method 2

6" Roadway Aggregate, type 1 pavement, Asphalt concrete zone

7' min. Clear

Seeding limits

141+00 to 145+25

99+50 to 110+00

70+00 to 86+00

39+00 to 56+00

12+00 to 19+00

Existing aggregate base depth varies.

Existing asphalt pavement depth varies 4.5 - 7 inches.

Refer to C sheets for location sides of roadway)

(Detail applies to both right and left or pulverized material

Shoulder up with Roadway Aggregate, Method 2

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

STATE PROJECT

P

M N C

O 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

C O

.d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r r y a n .m a th is

NUMBER

SHEET

CO

18'

11' Clear zone

11' 11'

Hinge point

1:4

Cut slope

(variable) asphalt lifts)

(applied between

Tack coat top asphalt lift)

(applied to

Fog seal

Subgrade

Traveled way Traveled way ditch

Graded Shldr.

NO SCALE

NOTE:

pavement)

(top of

Profile grade

Shldr.

1.

4.

3.

2.

cut slope

Rounded

5' limit

Slope stake 4' 1'3'4' zone

Clear

4' min.

B=5'F=5'

1:4

DETAIL A

30° - 35° ground

Existing pavement and base course

8" Pulverize existing

Varies

A7

See Detail A

Clearing and grading limits

110+00 to 141+00

86+00 to 99+50

56+00 to 70+00

19+00 to 39+00

4.

3.

2.

1.

MAINLINE

TYPICAL SECTIONS

pavement, type 1

Asphalt concrete

(Placed in 2 lifts) pavement, type 1

3" Asphalt concrete

Pulverized width

Variable

Existing Slope material

Pulverized depth of 8 inches.

Pulverize the existing paved width plus 1 foot of new aggregate. Pulverize to a 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

TYPICAL SECTION - REHABILITATION

Method 2

6" Roadway aggregate, Seeding limits

Existing Match

Existing

Match

Shoulder up with

Roadway Aggregate, Method 2 or pulverized material

(Detail applies to both sides of roadway) or pulverized material

Shoulder up with Roadway Aggregate, Method 2

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

STATE PROJECT

P

M N C

O 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

C O

.d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r r y a n .m a th is

NUMBER

SHEET

CO

STATION

CLASS

TYPE1.

(ft)

LENGTH

PAVED

(ft)

LENGTH

TOTAL

s = 1:4 for type 2 approach s = 1:3 for type 1 approach d = 3' for type 2 approach d = 2' for type 1 approach x = 15' Minimum for type 2 approach x = 0' for type 1 approach

(ft)

R

(ft)

R

(ft)

W 1 2

Standard Drawing 602-9).

roadway, use safety end sections (see placed within the clear zone of the mainline mainline recovery area. When a culvert must be radius to provide a flatter foreslope and increased

Place culverts at the end of the approach road

Variable

W

Variable

3' minimum

16'x

20' desired

15' min.

1.3'

W

1.3' d

4' (typ.)

4' (typ.)

APPROACH ROADS

TYPICAL SECTIONS

widths greater than 15 feet.

Apply the normal crown to approach roads with

CLASSTYPE

APPLICATION

SAMPLE

Paved apron

ADT ≥ 200

100 ≤ ADT < 199

25 ≤ ADT < 100

ADT < 25

Minimum 2-Way Use

Logging Truck Use

Farm Equipment

Minimum 1-Way Use

Field Access

A

E

D

C

B

A

D

C

B

A

* Match existing

(ft)

W

WIDTH

MIN.

(ft)

R

RADIUS

MIN.

N/A

5' (typ.)

U s e r r y a n .m a th is

_ A8

15 10

6" Aggregate base

126+87 Lt.

113+55 Lt.

102+68 Lt.

98+35 Lt.

93+71 Rt.

88+21 Lt.

87+15 Rt.

74+78 Lt.

1+50 Lt.

3A

3A

3A

3A

3A

3A

3A

3A

1A

Variable

V a ria b le

A s

B

A

B

M a in li e

Mainline

±2%

TYPICAL PROFILE

SECTION B-B

Shoulder edge

A

V a ria b le

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

TYPICAL SYMBOL

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

NOTE:Paved length

(1:6 desirable)

1:4 or flatter base edge

Aggregate thicknesses and foreslopes.

Refer to mainline typical sections for structural section

Approach Road

TYPICAL PLAN

TYPES 1 & 2

APPROACH ROAD

TYPICAL PLAN

TYPE 3

APPROACH ROAD

REMARKS

APPROACH ROAD SUMMARY

base edge

Aggregate 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 road connection on plan and profile sheet

Example of symbol showing standard approach shown may be varied ±20°.

Under special conditions, the approach road angle 8.

4.

3.

8.

2.

3.

6.

2.

6.

2.

6.

7.

Subgrade edge

Aggregate base edge

End Section A-A

End Section A-A

Total length

Paved length

90° W

Type

Class

Typical maximum grade ±10%VPI

VPC

90°

Typical culvert location edge subgrade

Normal

Aggregate base edge

R

Total length

R1

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

8.

7.

6.

5.

4.

3.

2.

1.

maximum.

0% to -2% grade. Under special conditions, use 6% grades within ±2%. In snowy regions restrict this to a

Construct approach roads with landing areas having approach road centerline.

existing radii or widths. R is on the left side of the

Vary radii to fit unusual field conditions. Do not reduce

5. 5.

pavement edge

Asphalt concrete pavement edge

Asphalt concrete

STATE PROJECT

P

M N C

O 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

C O

.d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r r y a n .m a th is

NUMBER

SHEET

CO

Sheet and Description

B5 B6-B9 S2

Grading/ Surfacing

Summaries

Misc.

Summaries

Brainard Lake

Bridge ALLOWANCE Bid

Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15206-0000 SLOPE, REFERENCE, AND

CLEARING AND GRUBBING STAKE MILE 2.520 2.520

A0060 15215-1000 SURVEY AND STAKING, APPROACH

ROAD EACH 1 1

A0080 15215-3000 SURVEY AND STAKING, DRAINAGE

STRUCTURE EACH 22 22

A0100 15216-2000 SURVEY AND STAKING, GRADE

FINISHING STAKES MILE 3.560 3.560

A0120 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0140 15401-0000 CONTRACTOR TESTING LPSM ALL

A0160 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0180 15705-0100 SOIL EROSION CONTROL, SILT

FENCE LNFT 3,542 158 3,700

A0200 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 660 40 700

A0220 15706-0200 SOIL EROSION CONTROL, CHECK

DAM EACH 122 8 130

A0240 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A0260 20101-0000 CLEARING AND GRUBBING ACRE 10.0 1.0 11.0

A0280 20220-1000 REMOVAL, INDIVIDUAL TREE EACH 40 40 Per CO Direction

A0300 20301-1900 REMOVAL OF PIPE CULVERT EACH 17 1 18

A0320 20301-2400 REMOVAL OF SIGN EACH 8 2 10

A0340 20401-0000 ROADWAY EXCAVATION CUYD 31,508 642 32,150

A0360 20402-0000 SUBEXCAVATION CUYD 1,000 1,000 Per CO Direction

A0380 20441-0000 WASTE CUYD 18,285 365 18,650

A0400 25101-0200 PLACED RIPRAP, METHOD A,

CLASS 2 CUYD 99 6 105

A0420 25126-0000 REMOVE AND RESET BOULDER EACH 8 8

A0440 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 7,926 224 8,150

A0460 30401-1500 FULL DEPTH RECLAMATION,

METHOD 1, 8-INCH DEPTH MILE 1.490 0.110 1.600

A0480 40301-0100 ASPHALT CONCRETE PAVEMENT,

TYPE 1 TON 6,644 206 6,850

A0500 40601-0000 FOG SEAL TON 18 1 19

A0520 41201-0000 TACK COAT TON 18 1 19

A0540 60201-0800 24-INCH PIPE CULVERT LNFT 1,152 148 1,300

A0560 60210-0800 END SECTION FOR 24-INCH PIPE

CULVERT EACH 44 6 50

-A ug -2

1:

P M

N

C O

\1

(1

Pr oj ec tM an ag er s\

A dv er tis em en t\

.2

E E

(S ch ed ul es

O pt io ns

Am ou nt s)

Sc he du le

A

Es tim at e-

.x ls x]

Sh ee t 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

B1FLAP 102(1)CO

SHEET

NUMBER

Grading/ Surfacing

Summaries

Misc.

Summaries

Brainard Lake

Bridge ALLOWANCE Bid

Schedule

A0580 60902-0800 CURB AND GUTTER, CONCRETE,

10-INCH DEPTH LNFT 700 25 725

A0600 61701-3900 GUARDRAIL SYSTEM SBTA LNFT 200 25 225

A0620 61702-0510 TERMINAL SECTION, TYPE SBT-FAT EACH 2 2

A0640 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 40 40

A0660 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT

MINIMUM RATED CAPACITY

BUCKET, 24-INCH WIDTH HOUR 40 40

A0680 62201-1000 WHEEL LOADER, 4 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 40 40

A0700 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM

BLADE HOUR 40 40

A0720 62301-0000 GENERAL LABOR HOUR 40 40

A0740 62302-1000 SPECIAL LABOR, HIRED

TECHNICAL SERVICES HOUR 20 20

A0760 62302-1100 SPECIAL LABOR, HIRED SURVEY

SERVICES HOUR 40 40

A0780 62405-0200 PLACING CONSERVED TOPSOIL,

3-INCH DEPTH SQYD 14,082 718 14,800

A0800 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 6.6 0.4 7.0

A0820 62515-3000 MULCHING, HYDRAULIC METHOD,

BONDED FIBER MATRIX ACRE 6.6 0.4 7.0

A0840 63301-0000 SIGN SYSTEM EACH 48 4 52

A0860 63308-2000 OBJECT MARKER, TYPE 2 EACH 44 6 50

A0880 63312-0000 SPEED HUMP EACH 6 6

A0900 63401-0900 PAVEMENT MARKINGS, TYPE E,

SOLID LNFT 106,666 1,334 108,000

A0920 63405-2100 PAVEMENT MARKINGS, TYPE E,

SPEED HUMP MARKINGS EACH 12 12

A0940 63502-0600 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 EACH 2 2

A0960 63502-0700 TEMPORARY TRAFFIC CONTROL,

CONE EACH 100 100

A0980 63502-1300 TEMPORARY TRAFFIC CONTROL,

DRUM EACH 100 100

A1000 63502-1500 TEMPORARY TRAFFIC CONTROL,

WARNING LIGHT TYPE A EACH 25 25

A1020 63502-1600 TEMPORARY TRAFFIC CONTROL,

WARNING LIGHT TYPE B EACH 25 25

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-A ug -2

1:

P M

N

C O

\1

(1

Pr oj ec tM an ag er s\

A dv er tis em en t\

.2

E E

(S ch ed ul es

O pt io ns

Am ou nt s)

Sc he du le

A

Es tim at e-

.x ls x]

Sh ee t (2

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B2FLAP 102(1)CO

Grading/ Surfacing

Summaries

Misc.

Summaries

Brainard Lake

Bridge ALLOWANCE Bid

Schedule

A1040 63502-2000 TEMPORARY TRAFFIC CONTROL,

PORTABLE CHANGEABLE MESSAGE

SIGN EACH 3 3

A1060 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 204 36 240

A1080 63505-1000 TEMPORARY TRAFFIC CONTROL,

PAVEMENT MARKINGS MILE 5.0 5.0

A1100 63506-0500 TEMPORARY TRAFFIC CONTROL,

FLAGGER HOUR 1,600 1,600

A1120 63506-0600 TEMPORARY TRAFFIC CONTROL,

PILOT CAR HOUR 800 800

A1140 63701-0000 FIELD OFFICE EACH 1

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-A ug -2

1:

P M

N

C O

\1

(1

Pr oj ec tM an ag er s\

A dv er tis em en t\

.2

E E

(S ch ed ul es

O pt io ns

Am ou nt s)

Sc he du le

A

Es tim at e-

.x ls x]

Sh ee t (3

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B3FLAP 102(1)CO

Grading/ Surfacing

Summaries

Misc.

Summaries

Brainard Lake

Bridge ALLOWANCE Bid

Schedule

X0020 15101-0000 MOBILIZATION LPSM ALL

X0040 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

X0060 15214-1000 SURVEY AND STAKING, BRIDGE LPSM ALL

X0080 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

X0100 15401-0000 CONTRACTOR TESTING LPSM ALL

X0120 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

X0140 20304-1000 REMOVAL OF STRUCTURES AND

OBSTRUCTIONS LPSM ALL

X0160 20315-0000 SAWCUTTING PAVEMENT LNFT 58 12 70

X0180 20801-0000 STRUCTURE EXCAVATION CUYD 40 40

X0200 20803-0000 STRUCTURAL BACKFILL CUYD 30 30

X0220 20815-0000 COFFERDAMS LPSM ALL

X0240 20820-0000 DEWATERING LPSM ALL

X0260 40301-0100 ASPHALT CONCRETE PAVEMENT,

TYPE 1 TON 20 1 21

X0280 55201-0200 STRUCTURAL CONCRETE, CLASS A Contract Quantity

(AE) CUYD 11 11

X0300 55302-0500 PRECAST, PRESTRESSED CONCRETE

SLABS, 48-INCH VOIDED LNFT 41.2 41.2

X0320 55401-2000 REINFORCING STEEL, EPOXY Contract Quantity

COATED LB 1,250 1,250

X0340 55602-1000 REMOVE AND RESET BRIDGE

RAILING LNFT 126 126

X0360 56901-0000 CONCRETE OVERLAY(THIN BONDED Contract Quantity

EPOXY OVERLAY) SQYD 91 91

X0380 62027-1000 REMOVE AND RESET STONE

MASONRY GUARDWALL LNFT 10 10

X0400 63401-0900 PAVEMENT MARKINGS, TYPE E,

SOLID LNFT 400 400

X0420 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

X0440 63503-1000 TEMPORARY TRAFFIC CONTROL,

PLASTIC FENCE LNFT 200 200

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

-A ug -2

1:

P M

N

C O

\1

(1

Pr oj ec tM an ag er s\

A dv er tis em en t\

.2

E E

(S ch ed ul es

O pt io ns

Am ou nt s)

O pt io n

X

E st im at e-

.x ls x] Sh ee t

STATE PROJECT

B4FLAP 102(1)CO

B5

SUMMARIES

GRADING/SURFACING

STATE PROJECT

P

M N C

O R o a d w a y C

A D

D S h e e ts B S u m m S

U M

C

O .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r r y a n .m a th is

NUMBER

SHEET

CO

B6

MISCELLANEOUS

STATE PROJECT

P

M N C

O R o a d w a y C

A D

D S h e e ts B S u m m S

U M

C

O .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r r y a n .m a th is

NUMBER

SHEET

CO

B7

STATE PROJECT

P

M N C

O R o a d w a y C

A D

D S h e e ts B S u m m S

U M

C

O .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r r y a n .m a th is

NUMBER

SHEET

CO

B8

NOTE:

meet 718.04(a) specifications.

Use sign posts that are designated as wood that1.

STATE PROJECT

P

M N C

O R o a d w a y C

A D

D S h e e ts B S u m m S

U M

C

O .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r r y a n .m a th is

NUMBER

SHEET

CO

B9

STATE PROJECT

P

M N C

O R o a d w a y C

A D

D S h e e ts B S u m m S

U M

C

O .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r r y a n .m a th is

NUMBER

SHEET

CO

65997

10035

10040

10045

10060

CARSONIT

E

CP7

CP1CP1

PO

T .0

PC

.7

P T

.6

P C

.1

P T

.3

P C

.0

P T

.9

0 P

C

.5

P T

.8

,0

.3

V P I

E L

,0

.2

-6.523%

-7.309%

300' VC

K = 381

SSD = 1522'

,0

.3

STATE PROJECT

P

M N C

O 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 r y a n .m a th is

NUMBER

SHEET

Superelevation Diagram

CO

Brainard Lake Road

CO FLAP 102(1)

,0

.3

15+07

3.40%

-3.40%

15+81

6.00%

-6.00%

12+42

3.40%

-3.40%

17+93

17+93 18+94 19+00

3.06%

-3.06%

12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00

10020

10030

10040

10050

10000

10010

10020

C1

E = 2990538.143

N = 1271843.371

Station 12+00.00

Reconstruction

Begin Project FLAP 102(1)

200'100'0

Scale in Feet

6th P.M.

T1N, R73W

SEC 2

1, NW4

1SE

6th P.M.

T1N, R73W

SEC 2

1, NE4

1SW

6th P.M.

T1N, R73W

SEC 2

1, SW4

1NE

6th P.M.

T1N, R73W

SEC 2

1, SE4

1NW

APN: 145700000046

US GOVERNMENT

APN: 145700000046

US GOVERNMENT

Ground

Existing

Ground

Existing

Grade

Profile

10010

10000

10060

BRAINARD LAKE ROAD STA. 12+00 - 24+00

E = 2991201.826

N = 1271633.382

Station 19+00.00

Begin Rehabilitation

End Reconstruction

6%

0%

-6%

6%

0%

-6%

LT EOP

RT EOP

Axis of rotation

Profile grade &

Curve = 102(1)-1

PI 12+18.51

R = 180.00'

T = 88.76'

L = 164.93'

Curve = 102(1)-2

PI 15+44.36

R = 850.00'

T = 67.25'

L = 134.22'

Curve = 102(1)-3

PI 18+43.79

R = 790.00'

T = 80.76'

L = 160.96'

D D D Remove existing pipe culvert

Class 2 Riprap

2-End Sections

Concrete Pipe Culvert

16+07, Install 24"x66'

Remove existing pipe culvert

Class 2 Riprap

2-End Sections

Concrete Pipe Culvert

20+26, Install 24"x44'

987598

9920992

BLM AC MS9798

P T

.8

P C

.6

P T

.0

P C

.1

P T

.2

P C

.5

P T

.3

P C

.4

PCC 38+

71.99

40+00

P T

.9

P C

.3

P T

.0

0P C

.7

STATE PROJECT

P

M N C

O 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 r y a n .m a th is

NUMBER

SHEET

Superelevation Diagram

CO

Brainard Lake Road

CO FLAP 102(1)

24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00

C2

6th P.M.

T73N, R73W

SEC 2

1, SE4

1NE

6th P.M.

T1N, R73W

SEC 2

1, SE4

1NW

APN: 145700000046

US GOVERNMENT

APN: 145700000046

US GOVERNMENT

APN: 145700000046

US GOVERNMENT

200'100'0

Scale in Feet

BRAINARD LAKE ROAD STA. 24+00 - 38+00

Ground

Existing

Ground

Existing

Class 2 Riprap

2-End Sections

Concrete Pipe Culvert

31+00, Install 24"x45'

Class 2 Riprap

2-End Sections

Concrete Pipe Culvert

32+00, Install 24"x48'

See Sheet F2

Place waste material

37+40 - 40+90, Lt.

See Special 633-B

31+00, Install Speed Hump

See Special 633-B

34+00, Install Speed Hump

Remove existing pipe culvert

Class 2 Riprap

2-End Sections

Concrete Pipe Culvert

26+11, Install 24"x48'

Remove existing pipe culvert

Class 2 Riprap

2-End Sections

36+91, Install 24"x53'

97659765

98009

45985

SP

RI

NG

W

ATE

R

W

ATE

R

D

IP

CONC

VAULT

BLM

A

C M S9

P C

.4

PCC 38

+71.9

P T

.9

P C

.3

P T

.0

P C

.7

PT 49+

90.90

50+

PC 51+

13.87

P T

.8

P C

.2

P T

.4

,8

.0

V P I

E L

,8

.2

-5.200%

-6.814%

100' VC

K = 62

SSD = 718'

STATE PROJECT

P

M N C

O 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 r y a n .m a th is

NUMBER

SHEET

Superelevation Diagram

CO

Brainard Lake Road

CO FLAP 102(1)

V P I

E L

,8

.9

-6.814%

-4.248%

300' VC

K = 117

V P I

E L

,8

.3

-4.248%

-8.562%

250' VC

K = 58

SSD = 375'

-8.562%

6.00%

40+4239+00

2.00%

-2.00%

41+12

44+24

44+24

3.00%

-3.00%

44+40

44+40

46+70

48+54

6.00%

49+38

50+08

50+96

2.00%

51+60

51+57

5.48%

-5.48%

38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00

C3

APN

: 145701000026

AD

AM

S AN

N M

IC

H

IAL V

APN: 145701000027

CARDINALE THOMAS A & VIRGINIA L

APN: 145700000046

US GOVERNMENT

APN: 145700000046

US GOVERNMENT

APN: 145700000046

US GOVERNMENT

200'100'0

Scale in Feet

Install curb and gutter, Lt.

Ground

Existing

Ground

Existing

Grade

Profile

Grade

Profile

BRAINARD LAKE ROAD STA. 38+00 - 52+00

E = 2993116.908

N = 1271674.462

Station 39+00.00

Begin Reconstruction

End Rehabilitation

LT EOP

RT EOP

Axis of rotation

Profile grade &

-6%

6%

0%

6%

0%

-6%

Install guardrail, Lt.

Class 2 Riprap

2-End Sections

Concrete Pipe Culvert

52+53, Install 24"x62'

Curve = 102(1)-9

PI 40+32.60

R = 120.00'

T = 160.61'

L = 222.99' L = 279.66'

Curve = 102(1)-10

PI 45+56.04

R = 1,025.00'

T = 140.71'

R = 100.00'

Curve = 102(1)-12

PI 51+60.30

T = 46.44'

L = 86.95'

Curve = 102(1)-11

PI 50+35.93

R = 75.00'

T = 234.16'

L = 189.12'

D D D D

4' Curve Widening

48+00 - 50+00, Lt.

(10'x30'x1.5')

Class 2 Riprap Rundown

2-End Sections

Concrete Pipe Culvert

50+22, Install 24"x62' contractor parking wellhead,and no

Protect existing waterline, See Sheet F2

Place waste material

51+85, Rt.

Remove existing pipe culvert

Class 2 Riprap

2-End Sections

Concrete Pipe Culvert

41+08, Install 24"x52'

APN: 145700000046

US GOVERNMENT

9795 9800

WATER

WATER

12" D

IP

CONC VAULT

P C

.8

P T

.8

P C

.2

P T

.4

P C

.4

P T

.6

P C

.0

STATE PROJECT

P

M N C

O 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 r y a n .m a th is

NUMBER

SHEET

Superelevation Diagram

CO

Brainard Lake Road

CO FLAP 102(1)

V P I

E L

,7

.8

-8.562%

-6.421%

300' VC

K = 140

,7

.5

51+60

5.48%

-5.48%

54+40

54+18

5.60%

-5.60% 56+00

55+69 55+01

-2.00%

52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00

C4

200'100'0

Scale in Feet

APN: 145700000046

US GOVERNMENT

APN: 145700000046

US GOVERNMENT

APN: 145701000049

TOWN OF WARD

APN: 145701000046

COUNTY OF BOULDER

APN: 145701000027

CARDINALE THOMAS A & VIRGINIA L

6th P.M.

T1N, R73W

SEC 1

1, SW4

1NW

Grade

Profile

Ground

Existing

Ground

Existing

BRAINARD LAKE ROAD STA. 52+00 - 66+00

E = 2992954.213

N = 1271150.442

Station 56+00.00

Begin Rehabilitation

End Reconstruction

Curve = 102(1)-13

PI 54+30.20

R = 225.00'

T = 59.98'

L = 117.24'

LT EOP

RT EOP

Axis of rotation

Profile grade &

-6%

6%

0%

6%

0%

-6%

Special 251-A boulders. See

Remove and reset existing waterline

Do not disturb

Class 2 Riprap

2-End Sections

Concrete Pipe Culvert

59+78, Install 24"x42' pipe culvert

55+00, Remove existing

D

See Special 633-B

59+00, Install Speed Hump

See Special 633-B

63+00, Install Speed Hump

Remove existing pipe culvert

Class 2 Riprap

2-End Sections

Concrete Pipe Culvert

66+04, Install 24"x44' hours per CO direction

Scaling done by equipment

0 P C

.0

P T

.4

P C

.7

P T

.0

P C

.0

PT 79+96.55

80+

PC 8

0+64.

A

,6

.9

STATE PROJECT

P

M N C

O 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 r y a n .m a th is

NUMBER

SHEET

Superelevation Diagram

CO

Brainard Lake Road

CO FLAP 102(1)

V P I

E L

,6

.0

-6.239%

-2.466%

300' VC

K = 80

-2.466%

70+00

72+54 71+86

74+78

74+53

74+53 73+15

73+15

5.60%

-5.60%

2.00%

79+47

5.80%

-5.80%

78+77

78+11

66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00

C5

BRAINARD LAKE ROAD STA. 66+00 - 80+00

APN: 145701000049

TOWN OF WARD

APN: 145701000049

TOWN OF WARD

APN: 145701000046

COUNTY OF BOULDER

APN: 145701000025

POSSUM POINT LTD

DUNCAN-TWO LTD

APN: 145701000046

COUNTY OF BOULDER

APN: 145701000027

CARDINALE THOMAS A & VIRGINIA L

6th P.M.

T1N, R73W

SEC 1

1, SW4

1NE

200'100'0

Scale in Feet

Ground

Existing

Ground

Existing

Grade

Profile

Grade

Profile

E = 2994295.242

N = 1271362.698

Station 70+00.00

Begin Reconstruction

End Rehabilitation

L = 232.35'

Curve = 102(1)-16

PI 73+94.36

R = 235.00'

T = 126.67'

PI 79+17.25

Curve = 102(1)-17

R = 200.00'

T = 90.25'

L = 169.55'

-6%

6%

0%

6%

0%

-6%

Axis of rotation

Profile grade &

LT EOP

RT EOP

D D

APN: 145701000027

CARDINALE THOMAS A & VIRGINIA L

APN: 145701000046

COUNTY OF BOULDER

Remove existing pipe culvert

Class 2 Riprap

2-End Sections

71+96, Install 24"x55'

965596

T

CABLE

ALUMINUM CAP

GATE POST

GATE POST

STONE

PT 79+96.55

80+

PC 8

0+

64.

P T

.0

P C

.1

P T

.8

P C

.8

P T

.5

P C

.4

P T .8

0 P

C .4

A

A

A

V P I

E L

,6

.7

-2.466%

-4.995%

300' VC

K = 119

SSD = 577'

,6

.7

STATE PROJECT

P

M N C

O 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 r y a n .m a th is

NUMBER

SHEET

Superelevation Diagram

CO

81+12 79+47

5.40%

-5.40%

84+14

86+00

86+00

-2.08%

2.08%

80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00

C6

BRAINARD LAKE ROAD STA. 80+00 - 94+00

APN: 145701000025

POSSUM POINT LTD

DUNCAN-TWO LTD

APN: 145701000046

COUNTY OF BOULDER

APN: 145701000049

TOWN OF WARD

6th P.M.

T1N, R73W

SEC 1

1, SW4

1NE

6th P.M.

T1N, R73W

SEC 1

1, SE4

1NW

APN: 145701000049

TOWN OF WARD

APN: 145701000022

BRISCOE ANN ADAMS OR MICHAEL V

200'100'0

Scale in Feet

Ground

Existing

Ground

Existing

Grade

Profile

E = 2995626.951

N = 1271117.546

Station 86+00.00

Begin Rehabilitation

End Reconstruction

Curve = 102(1)-18

PI 83+18.42

R = 250.00'

T = 253.54'

L = 396.21'

-6%

6%

0%

6%

0%

-6%

LT EOP

RT EOP

Axis of rotation

Profile grade &

Class 2 Riprap

2-End Sections

Concrete Pipe Culvert

86+35, Install 24"x42'

D

APN: 145701000025

POSSUM POINT LTD

DUNCAN-TWO LTD

APN: 145701000046

COUNTY OF BOULDER

(By Others) telephone pedestal existing cable and

Remove and reset

Remove existing pipe culvert

Class 2 Riprap

2-End Sections

80+91, Install 24"x62'

65947

59480

TCABLE

T

T

CABLE

PT

4+

.8

PC

96+

29.45

P T

.7

P C

.7

PT 102+86.42

PC

3+ .7

P T

.1

P C

.3

P T

.3

A

A

A

,5

.9

STATE PROJECT

P

M N C

O 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 r y a n .m a th is

NUMBER

SHEET

Superelevation Diagram

CO

Brainard Lake Road

CO FLAP 102(1)

V P I

E L

,5

.1

-7.752%

-6.657%

300' VC

K = 274

99+50

-4.49%

4.49%

100+54

100+54

-5.20%

5.20%2.00%

-2.00%

99+93 101+10 102+41

101+10

5.40%

-5.40%

103+52 106+33

107+94

94+00 95+00 96+00 97+00 98+00 99+00 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00

C7

BRAINARD LAKE ROAD STA. 94+00 - 108+00

APN: 145701000019

PETERS BROOKE H & SUSAN J

APN: 145701000049

TOWN OF WARD

APN: 145701000046

COUNTY OF BOULDER

APN: 145701000017

BIRMINGHAM JANET L LIVING TRUST ET AL

BIRMINGHAM JOHN M ET AL

6th P.M.

T1N, R73W

SEC 1

1, SE4

1NW

6th P.M.

T1N, R73W

SEC 1

1, SE4

1NE

200'100'0

Scale in Feet

Ground

Existing Ground

Existing

Grade

Profile

Grade

Profile

E = 2996839.143

N = 1271402.844

Station 99+50.00

Begin Reconstruction

End Rehabilitation

R = 290.00'

Curve = 102(1)-23

PI 101+81.30

T = 116.59'

L = 221.72'

R = 255.00'

Curve = 102(1)-24

PI 105+35.77

T = 231.00'

L = 375.39' L = 243.00'

Curve = 102(1)-25

PI 108+83.32

R = 500.00'

T = 123.95'

4.20%

-4.20%

6%

0%

6%

6%

0%

6%

LT EOP

RT EOP

Axis of rotation

Profile grade &

D D D

APN: 145701000025

POSSUM POINT LTD

DUNCAN-TWO LTD

APN: 145701000017

BIRMINGHAM JANET L LIVING TRUST ET AL

BIRMINGHAM JOHN M ET AL

APN: 145701000049

TOWN OF WARD

existing condition Grade to fit

CR 102N

Remove existing pipe culvert

Class 2 Riprap

2-End Sections

Concrete Pipe Culvert

98+15, Install 24"x40'

Remove existing pipe culvert

Class 2 Riprap

2-End Sections

102+50, Install 24"x55'

T

P T

.1

P C

.3

P T

.3

P C

.0

P T

.2

P C

.0

PT

+55.

PC 1

19+

88.

120+00

P T

.0

P C

.2

PT

.3

A

,4

.1

,4

.1

STATE PROJECT

P

M N C

O 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 r y a n .m a th is

NUMBER

SHEET

Superelevation Diagram

CO

107+94

4.20%

-4.20%

109+67

-2.24%

110+00

2.24%

110+00

108+00 109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00 121+00 122+00

C8

BRAINARD LAKE ROAD STA. 108+00 - 122+00

APN: 145701000017

BIRMINGHAM JANET L LIVING TRUST ET AL

BIRMINGHAM JOHN M ET AL

APN: 145701000018

BIRMINGHAM JOHN & JANET L BIRMINGHAM

APN: 145701000049

TOWN OF WARD APN: 145906000043

MALDE HAROLD E FAMILY TRUST ET AL

MALDE CAROLINE E ET AL

200'100'0

Scale in Feet

Grade

Profile

Ground

Existing Ground

Existing

E = 2997725.373

N = 1271073.035

Station 110+00.00

Begin Rehabilitation

End Reconstruction

L = 243.00'

Curve = 102(1)-25

PI 108+83.32

R = 500.00'

T = 123.95'

-6%

6%

0%

6%

0%

-6%

Axis of rotation

Profile grade &

LT EOP

RT EOP

Class 2 Riprap

2-End Sections

Concrete Pipe Culvert

121+86, Install 24"x52'

107+94

D

APN: 145701000046

COUNTY OF BOULDER

(By Others) pedestal existing telephone

Remove and reset

See Special 633-B

112+00, Install Speed Hump

See Special 633-B

115+00, Install Speed Hump

Remove existing pipe culvert

Class 2 Riprap

2-End Sections

113+15, Install 24"x41'

9335934

.2

P T

.3

120+00

P T

.0

P C

.7

P T

.5

P C

.2

P T

.3

P C

.3

P T

.7

P C

.2

PT

.3

P C

.1

P

T

.2

A

STATE PROJECT

P

M N C

O 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 r y a n .m a th is

NUMBER

SHEET

Superelevation Diagram

CO

Brainard Lake Road

CO FLAP 102(1)

122+00 123+00 124+00 125+00 126+00 127+00 128+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00 136+00

C9

BRAINARD LAKE ROAD STA. 122+00 - 136+00

APN: 145701400022

TOWN OF WARD

6th P.M.

T1N, R73W

SEC 1

1, SE4

1NE

6th P.M.

T1N, R73W

SEC 1

1, SE4

1SE

APN: 145701400022

TOWN OF WARD

200'100'0

Scale in Feet

APN: 145906000080

EVANGELISTA PETER DJ & DEBORA MJ

Ground

Existing

Ground

Existing

2' Curve Widening

127+50 - 129+20, Lt.

Class 2 Riprap

2-End Sections

Concrete Pipe Culvert

134+86, Install 24"x52'

APN:

COUNTY

OF B

OULDER

S T O P

C O

N C

R E T E

O/H WIRE HT. 26'

O/H WIRE HT. 34'

O/H WIRE HT. 27'

.2

P C

.2

P T

.3

P

C

.1

P T

.2

P O

T

.1

PO

T

1+ .8

1+

PO

T

0+ .0

0+

,2

.1

STATE PROJECT

P

M N C

O 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 r y a n .m a th is

NUMBER

SHEET

Superelevation Diagram

CO

Brainard Lake Road

CO FLAP 102(1)

,2

.1

V P I

E L

,2

.0

-7.016%

-7.614%

100' VC

K = 167

SSD = 1856'

V P I

E L

,2

.4

-7.614%

-2.779%

50' VC

K = 10

,2

.9

,2

.9

,2

.9

+1.000%

142+04

142+04

141+00

4.20%

-4.20%

144+63

4.98%

-4.98%

144+74

-2.00% 145+30

145+26

1.76%

136+00 137+00 138+00 139+00 140+00 141+00 142+00 143+00 144+00

C10

,2

.5

APN: 145701400022

TOWN OF WARD

200'100'0

Scale in Feet

R = 75'

R = 25'

Ground

Existing

Ground

Existing

Grade

Profile

150+00 151+00

Profile

Existing Ditch

See Sheet D1.

Road, Lt.

Construct Approach

E = 2998827.214

N = 1270315.312

Station 141+00.00

Begin Reconstruction

End Rehabilitation

E = 2999183.478

N = 1270508.117

Station 145+25.00

End Project CO FLAP 102(1)

T = 38.98'

Curve = 102(1)-33

PI 144+78.12

R = 60.00'

L = 69.14'

R = 500.00'

Curve = 102(1)-32

PI 140+40.17

T = 226.95'

L = 426.10'

BRAINARD LAKE ROAD STA. 136+00 - 145+25

145+00

LT EOP

RT EOP

Axis of rotation

Profile grade &

-6%

6%

0%

6%

0%

-6%

Class 2 Riprap

2-End Sections

Concrete Pipe Culvert

145+08, Install 24"x70'

D D

APN: 145906000043

MALDE HAROLD E FAMILY TRUST ET AL

MALDE CAROLINE E ET AL

APN: 145906000080

EVANGELISTA PETER DJ & DEBORA MJ

APN: 145906000048

MANS DAVID R & JOHN R MANS

Grade

Ditch Profile

APN: 145701400022

TOWN OF WARD

drain

Grade to drain

Grade to

(Grade to drain) back to a 1:2 slope.

depth. Lay cut slope to mainline width and

Construct ditch similar

150+20 - 151+00, Lt.

(Do Not Disturb)

Pole of Existing Power

No work within 5'

(Do Not Disturb)

Pole of Existing Power

No work within 5' approach road alignment existing gate to new

Remove and reset

Remove existing pipe culvert

Class 2 Riprap

2-End Sections

Concrete Pipe Culvert

142+27, Install 24"x59'

Remove existing pipe culvert

Class 2 Riprap

2-End Sections

140+97, Install 24"x58'

P

M N C

O R o a d w a y C

A D

D S h e e ts D

M in o r P

P P

N P D

.d g n

U s e r r y a n .m a th is

NUMBER

SHEET

CO

Brainard Lake Road

CO FLAP 102(1)

,2

.7

V P I

E L

,2

.0

-2.000%

+1.120%

50' VC

K = 16

V P I

E L

,2

.8

-0.312%

100' VC

K = 70

SSD = 804'

,2

.4

STOP

CO

NCRETE

O /H W

IRE HT. 26'

O /H W

IRE HT. 34'

O /H W

IRE HT. 27'

POT 1+00.00

1+00

PC 1+14.38

P T

.0

7 2

P C

.5

P T

.8

P O T

.7

APN: 145906000048

MANS DAVID R & JOHN R MANS

100'50'0

Scale in Feet

1+00 2+00 3+00 4+00

APPROACH ROAD 1+00

M a in li n e

E L ,2

.7

A p p r o a c h R o a d

Grade

Profile

Ground

Existing

R=10'

R=15'

D1

E = 2998872.399

N = 1270336.670

Mainline Station 141+50.00

Station 1+00.00 =

Begin Approach Road

E = 2999079.575

N = 1270599.104

Station 4+60.00

End Approach Road e = 0.031 e = 0.030 foundation existing concrete

Do Not Disturb

L = 100.22'

Curve = 102(1)_AP-2

PI 4+15.65

D

R = 150.00'

T = 52.06'

Curve = 102(1)_AP-1

PI 1+47.80

D

R = 40.00'

T = 33.42'

L = 55.69'

(Do Not Disturb)

Pole of Existing Power

No work within 5'

P

M N C

O R o a d w a y C

A D

D S h e e ts D

M in o r P

P P

L N

D

B r id g e .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r r y a n .m a th is

NUMBER

SHEET

CO

Brainard Lake Road

CO FLAP 102(1)

M E T

A L P

IP

E

STONE

.6

W

IN

G W

A

LL

S T E E L-

O V E R

FL

O W

SPILLWAY

CONC

W

IN

G W

A

LL

4" PVC-UNK UTIL

O N

E L

A N

E R

O A

D

D

IR

O

N

LY

STO

N E

W

ATE

R

ASPHALT RAMP

T R

A I L

H E

A D

S

ASPHALT RAMP

D

IR

O

N L Y

C O

N C

M O

T O

R B

O A

T

B R

A I N

A R

D L

A K

E E

L E

V

,3

N

O

WOODEN

STONE

S T

O N

E

HANDRAIL

HANDRAIL

10345

10350

10350

40'20'0

Scale in Feet

P O

T

.0

P I

.2

P O

T

.6

(Approx. 18 LF) pavement

Sawcut existing

200+20, (Approx. 40 LF) pavement

Sawcut existing

201+20, (Approx. 72 LF) existing wooden handrail

Remove and reset

200+36 - 201+08, Lt.

(Approx. 54 LF) existing wooden handrail

Remove and reset

200+49 - 201+03, Lt.

See S sheets for details

Brainard Lake Bridge

(OPTION X)

BRIDGE REPAIR

BRAINARD LAKE

NOTE:

to the existing wooden sidewalks to be removed.

Completely remove existing asphalt ramps leading1.

edge stripe

4" Solid white

D2

E= 2979764.484

N= 1271392.634

Station 201+20.00

Option X

End Project CO FTFS 112(2)

E= 2979675.171

N= 1271462.318

Station 200+20.00

Option X

Begin Project CO FTFS 112(2) existing concrete wingwall

Remove and replace

200+89, Lt. & Rt.existing concrete wingwall

Remove and replace

200+51, Lt. & Rt.

concrete spillway wall

Do not disrurb existing

(Approx. 80 LF)

' wide sidewalk2

Remove existing wooden

200+50 - 200+90, Lt. & Rt.

existing masonry wall.

Do not disturb

SCR's

See Section 620 of the

(Approx. 10 LF) existing Masonry Wall

Remove and reset

200+39 - 200+49, Rt.

masonry wall around existing construction fence

Place temporary

See Note 1.

(Approx. 59 SY) existing depth

3" depth or match existing pavement, Remove and replace

200+20 - 200+50

See Note 1.

(Approx. 60 SY) existing depth

3" depth or match existing pavment, Remove and replace

200+90 - 201+20 along edge of waterway construction fence

Place temporary existing wooden handrail

Subsidiary to remove and reset

(Approx. 46 LF) waterline onto existing bridge

4" PVC utility sleeve and raise existing

Remove and reset and

200+48 - 200+94, Lt.

E1

200'100'0

Scale in Feet

200'100'0

Scale in Feet

12+00 to 38+00

CONTROL

EROSION AND SEDIMENT

E = 2990538.143

N = 1271843.371

Station 12+00.00

Begin Project CO FLAP 102(1)

3.

2.

1.

NOTE:

Erosion and sediment control devices not to scale.

sheet for erosion and sediment control symbols.

Refer to the Conventional Pan Symbols and Abbreviations

Place bonded fiber matrix on all slopes.

10035

10045

10045

10060 CP7

P E

D X I N

G

CP1CP1

STATE PROJECT

P

M N C

O R o a d w a y C

A D

D S h e e ts E E

C P .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r r y a n .m a th is

NUMBER

SHEET

CO

Brainard Lake Road

CO FLAP 102(1)

9920992

C U

R V

E G

L Y P

H

M

P H

BLM AC MS9798

B R

A I N

A R

D R

E C A

R E

A

S

PR

IN

G

W A

TE

R

W A

TE

R

C O

N C V

A U

LT

50+00

STATE PROJECT

P

M N C

O R o a d w a y C

A D

D S h e e ts E E

C P .d g n

U s e r r y a n .m a th is

NUMBER

SHEET

CO

Brainard Lake Road

CO FLAP 102(1)

759780

WATER

WATER

12" D

IP

CONC VAULT

E2

200'100'0

Scale in Feet

200'100'0

Scale in Feet

38+00 to 66+00

CONTROL

EROSION AND SEDIMENT

3.

2.

1.

NOTE:

Erosion and sediment control devices not to scale.

sheet for erosion and sediment control symbols.

Refer to the Conventional Pan Symbols and Abbreviations

Place bonded fiber matrix on all slopes.

80+

A

STATE PROJECT

P

M N C

O R o a d w a y C

A D

D S h e e ts E E

C P .d g n

U s e r r y a n .m a th is

NUMBER

SHEET

CO

Brainard Lake Road

CO FLAP 102(1)

965596

T

CABLE

ALUMINUM CAP

GATE POST

GATE POST

STONE

R

IG

H T C

U R

V E

.7

.7

C M P

+00

A

A

A

E3

200'100'0

Scale in Feet

200'100'0

Scale in Feet

66+00 to 94+00

CONTROL

EROSION AND SEDIMENT

3.

2.

1.

NOTE:

Erosion and sediment control devices not to scale.

sheet for erosion and sediment control symbols.

Refer to the Conventional Pan Symbols and Abbreviations

Place bonded fiber matrix on all slopes.

E4

Scale in Feet

200'100'0

Scale in Feet

94+00 to 122+00

CONTROL

EROSION AND SEDIMENT

3.

2.

1.

NOTE:

Erosion and sediment control devices not to scale.

sheet for erosion and sediment control symbols.

Refer to the Conventional Pan Symbols and Abbreviations

Place bonded fiber matrix on all slopes.

65947

TCABLE

T

T

CABLE

A

A

A

.6

C

M P

T

.9

120+00

A

STATE PROJECT

P

M N C

O R o a d w a y C

A D

D S h e e ts E E

C P .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r r y a n .m a th is

NUMBER

SHEET

CO

E5

Scale in Feet

200'100'0

Scale in Feet

122+00 to 145+25

CONTROL

EROSION AND SEDIMENT

E = 2999183.478

N = 1270508.117

Station 145+25.00

End Project CO FLAP 102(1)

3.

2.

1.

NOTE:

Erosion and sediment control devices not to scale.

sheet for erosion and sediment control symbols.

Refer to the Conventional Pan Symbols and Abbreviations

Place bonded fiber matrix on all slopes.

0 9

R

IG

H T C

U R

V E

B R A

IN

A R D L

A K E N

R A

120+00

A

S T

O P

O/H WIRE HT. 26'

O/H WIRE HT. 34'

O/H WIRE HT. 27'

.2

36'

1+

0+

STATE PROJECT

P

M N C

O R o a d w a y C

A D

D S h e e ts E E

C P .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r r y a n .m a th is

NUMBER

SHEET

CO

6" min. trench

6" min.

18" min.

30" min.

24" min.

NOTE:

4.

3.

2.

1.

6 ft. (max.)

fence support mesh = withoutPost spacing

10 ft. (max.)

fence support mesh =withPost spacing running around the ends.

fence up the slope to prevent water from

As the slope is constructed, curve the silt contours as closely as possible.

Install silt fence to follow the ground manufacturer's recommendations.

machine-sliced silt fence according to the slicing as approved by the CO. Install

Silt fence may be installed using machine

DETAIL

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY DETAIL

DETAIL APPROVED FOR USE

REVISED: 08/2014

SILT FENCE

C157-50

E6

ELEVATION

PLAN

POST AND GEOTEXTILE INSTALLATION DETAIL

SILT FENCE INSTALLATION AT TOE OF FILL

Flow Fi ll slo pe

Flow

T o e o f s lo p e

Flow

(undisturbed)

Existing ground

END POSTS DETAIL

PLAN

PLAN

END DETAIL

ELEVATION

Fi ll sl op e

Steel or wood post

Backfilled and compacted soil

Limits of clearing

Steel or wood post

Varies

Varies

See Note 3 for spacing

See Note 4

Fasten fabric to posts.

around each post one full turn.

Fold geotextile fabric

NO SCALE

PLAN

T o e o f s lo p

Note 3See

Staple or tie

Top of posts tied together.

Posts driven tightly together.

Steel or wood posts

POSTS AT JOINTS

See End Posts Detail

End posts

Geotextile fabric

Staple or tie

SILT FENCE AS PERIMETER CONTROL

Fill

Existing ground

Sheet flow Silt fence

PLAN

SECTION A-A

A

A

Roadway

Edge of shoulder

Edge of shoulder

Toe of slope

Toe of slope

Posts Detail

See End

End posts

Silt fence

Fence support mesh (optional)

Section A fabric

Geotextile

Section B

Geotextile fabric

Geotextile

See Typical Section Sheet

STATE PROJECT

P

M N C

O R o a d w a y C

A D

D S h e e ts E C .d

U s e r r y a n .m a th is

NUMBER

SHEET

CO

CHECK DAM

U.S. DEPARTMENT OF TRANSPORTATION

6"

6''

(ft)

12" (min.)

DETAILDETAIL APPROVED FOR USE 01/2011

C157-53

NOTE:

(ft)

6" min.

16" min

Trench 2" min.

steeper than 5%.

log check dams on ditch grades sediment log. Do not use sediment

* Spacing calculated based on 9" Ø min

12" (min.)

7.

6.

5.

4.

3.

2.

1.

Adjust check dam spacing based on site-specific conditions.

around the ends of the fiber roll.

Provide sufficient length to prevent water from flowing

Expose stakes 2" (min.) above top of fiber roll.

Drive stakes into undisturbed soil of trench bottom 16" (min).

2' (max) spacing.

Drive stakes at each end of the fiber roll and at

Stake fiber rolls in place with 1⅛" x 1⅛" wood stakes.

Install check dams in ditches perpendicular to the flowline.

Repair all rills or gullies and properly compact prior to installation.

requirements of the check dam device.

may be used as approved by the CO, to meet the functional

Check dams of fiber rolls, riprap, or gravel bags

9" Ø min.

Fiber roll

Trench 2" min.

E7

6%

5%

4%

3%

2%

RIPRAP CHECK DAM

PLAN

Flow

Flow

Se e

Not e

GRADE

DITCH

CROSS SECTION

CROSS SECTION

V-DITCH

See Note 6 the ends to prevent flow around

Curve ends upstream similar for flat-bottom ditches.

Check dam installation details are

V-ditch design shown.

5%

4%

3%

2%

See Note 5

Flow Line

Class 1 riprap

STAKING DETAIL

FIBER ROLL

uphill side of fiber roll

Place excavated material on

(See Note 7)

CHECK DAM SPACING*

FIBER ROLL

(See Note 7)

CHECK DAM SPACING

RIPRAP

FIBER ROLL CHECK DAM

CROSS SECTION

FLAT-BOTTOM DITCH

SPACING (max.)

CHECK DAM

SPACING (max.)

CHECK DAM

GRADE

DITCH

Class 1 riprap

STATE PROJECT

P

M N C

O R o a d w a y C

A D

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

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

DETAIL

U s e r r y a n .m a th is

NUMBER

SHEET

CO

NOTE:

12" min.

12" max.

Trench 2" min.

12" min.

See Note 3

Stake Spacing

DETAIL

6.

5.

4.

3.

2.

1.

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY DETAIL

DETAIL

FIBER ROLL

Maximum spacing (ft)

9" Ø Fiber Roll

Spacing Table

See Fiber Roll manufacturer's recommendations.

Fiber rolls may be overlapped according to the fiber roll rather than under it.

roll to ensure storm water is forced to flow through

Tamp soil backfill against upstream side of fiber continuous contact with trench bottom and sides.

parallel to the contour. Place fiber rolls in

For fiber rolls on bare soil, construct trenches of fiber roll.

12" deep. Expose stakes 2" above top

Drive stakes into undisturbed soil at least

Stake fiber rolls at each end.

1" Ø wood stakes. Space stakes 4' o.c. max.

Stake fiber rolls in place with 1" x 1" or roll to vary more than 5% from level.

20' section of fiber roll, do not allow the fiber

Install fiber rolls along slope contours. For any prior to installation.

Repair all rills or gullies and properly compact flared end section

Culvert inlet with

2" min.

Trench

AT CULVERT INLET

FIBER ROLL

inlets fiber rolls around culvert

Install 3 - 9" Ø min. x 10'

See Note 3

See Note 3

Flow

12" min.

Fill slope

C le a r in g

L im it

S lo p

S ta k e

INSTALLATION DETAIL

FIBER ROLL AS PERIMETER CONTROL

Trench 2" min.

uphill side of fiber roll

Place excavated material on

C157-55

DETAIL APPROVED FOR USE 01/2011

E8

Flow

NO SCALE

1V:4H or flatter

1V:4H to 1V:3H

1V:3H to 1V:2H

Slope Gradient

1V:2H or steeper

Stagger joints (typ.)

STAKE DETAIL

uphill side of fiber roll

Place excavated material on

Fiber roll

Install fiber rolls along contour

SLOPE LAYOUT

FIBER ROLL

uphill side of fiber roll

Place excavated material on gaps. See Note 6.

Tie ends if necessary to eliminate

Abut fiber roll ends tightly together.

FIBER ROLL JOINT DETAIL

Tightly abut joints (typ.)

Fill or cut slope

FIBER ROLL SPACING TABLE*

project-specific conditions.

*Approximate spacing shown. Adjust spacing as needed due to

STATE PROJECT

P

M N C

O R o a d w a y C

A D

D S h e e ts E C .d

U s e r r y a n .m a th is

NUMBER

SHEET

CO

F1

EMBANKMENT BENCHING

204-A

U s e r r y a n .m a th is

NOTE:

2.

1.

EMBANKMENT BENCHING

8' bench height (typ.)

Top of subgrade bench height.

meet 12' minimum bench width and 8' typical

Bench into existing slope as necessary to

1V:3H or flatter.

Benching is not required for ground sloped at

12' (min.)

See Note 2

Proposed em bankm ent slope

Existing ground

Height varies pattern benching

Typical

STATE PROJECT

P

M N C

O R o a d w a y C

A D

D S h e e ts F C e m b a n k b e n c h in g .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

SPECIAL

U.S. CUSTOMARY SPECIAL

U s e r r y a n .m a th is

NUMBER

SHEET

CO

F2

204-B

SITE

WASTE DISPOSAL

PLAN

NO SCALE

ground

Existing

A A

SECTION A-A

1.4 Mi.

To Beginning of Project

0.7 Mi.

To Brainard Lake

Waste MaterialV a r ie s

Varies 25'-30' approximate Limits are

B

B

SECTION B-B

Waste Material V a r ie s

Varies 25'-30' seed and mulch

Scatter boulders, seed and mulch

Scatter boulders, to remain 4'-6' trail Existing to trail Maintain access

WASTE AREA

HORSESHOE

CL

Varies

MAINLINE WASTE AREA

to block entrance from watse material Stack boulders

1:4 slope max.

(Waste) at rock material

Place earth and

Sta. 51+85, Rt.

Sta. 37+40 - 40+90, Lt.

ground

Existing

NOTE:

mostly covered with soil.

they are either fully or

Bury boulders so that2.

undulations.

appears to have natural

Shape material so that it1.

STATE PROJECT

P

M N C

O R o a d w a y C

A D

D S h e e ts F S p e c ia l B W a s te .d

U.S. DEPARTMENT OF TRANSPORTATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U s e r r y a n .m a th is

NUMBER

SHEET

CO

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:

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.

unless otherwise specified.

Replace unsuitable material according to Subsection 204.07

F3

See typical sections for structural section

Finished grade

Backfill with material according to Section 204

TYPICAL SECTION

SUBEXCAVATION

Geotextile

BENCH DETAIL

Total subexcavation width

Width of need according to Section 204

Backfill with material structural section

See typical sections for

Finished grade

STATE PROJECT

P

M N C

O R o a d w a y C

A D

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

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

REVISED:

U.S. CUSTOMARY DETAIL

U s e r r y a n .m a th is

NUMBER

SHEET

NM

Lincoln

NM FTFS 107(1)

C251-50

CLASS

RIPRAP

SECTION

END

WITH

SECTION

END

WITHOUT

(CY)

QUANTITY

RIPRAP

ESTIMATED

(SY)

QUANTITY

GEOTEXTILE

ESTIMATED

(inches) D

SIZE

CULVERT

(feet) L

APRON

OF

LENGTH

(feet) H

APRON

OF

DEPTH

CLASS

RIPRAP

SECTION

END

WITH

SECTION

END

WITHOUT

PROTECTIVE APRON DIMENSIONS AND ESTIMATED QUANTITIES

OUTLET WITHOUT DITCH

(CY)

QUANTITY

RIPRAP

ESTIMATED

(SY)

QUANTITY

GEOTEXTILE

ESTIMATED

(inches) D

SIZE

CULVERT

(feet) L

APRON

OF

LENGTH

(feet) H

APRON

OF

DEPTH

PROTECTIVE APRON DIMENSIONS AND ESTIMATED QUANTITIES

OUTLET WITH DITCH

AT CULVERT OUTLETS

PLACED RIPRAP

14.5

12.5

2.5

2.5

1.5

1.5

1.5

2.5

2.5

1.5

1.5

1.5

14.5

12.5

2.5

2.5

1.5

1.5

1.5

2.5

2.5

1.5

1.5

1.5

2'

49.8

38.7

18.5

13.3

5.2

3.2

1.7

44.5

34.1

15.6

10.9

3.9

2.2

2'

38.6

29.9

15.2

10.8

4.5

2.7

1.4

35.6

27.3

13.4

9.3

3.6

0.9

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAILDETAIL APPROVED FOR USE

F4

C

PLAN VIEW PLAN VIEW

Geotextile

END SECTION

CULVERT WITHOUT STANDARD

SECTION C-C

END SECTION

CULVERT WITH STANDARD

S p a n

D ia o r m in

S p a n

D ia o r

L

A A

B B

PLAN VIEW

Variable slope ground Original

Geotextile

END SECTION

CULVERT WITHOUT STANDARD

SECTION B-BSECTION A-A

END SECTION

CULVERT WITH STANDARD

S p a n

D ia o r

S p a n

D ia o r m in

Geotextile

Variable slope ground Original m in

L

D D

D

H

H

D D

D

WITHOUT DITCH

PROTECTIVE APRON AT CULVERT OUTLET

WITH DITCH

PROTECTIVE APRON AT CULVERT OUTLET

L

C C

C

NOTE:

L

H

D

Geotextile

SECTION E-ESECTION D-D

Geotextile ground Original m in ditch slope

Match existing

D

H m in ground Original m in

D m in

H ditch slope

Match existing

D D EE

ground

Original

D

D it c h B o tt o m

W id th

D it c h B o tt o m

W id th

D

4D

PLAN VIEW

or…