Plans_UT_FLAP_149(1).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

A

M N U

T 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

U T .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

UT

STATE ROUTE 149 WIDENING

UT FLAP 149(1)

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

Sheet 2 of 2

A3

Power Conflict

Telephone Conflict

Natural Gas/Petroleum Conflict

Water Conflict

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 U

T 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

U T .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

UT

SITE MAP

A5

G re e n R iv e r

B r u s h C r e e k

STA 10+75.00

UT FLAP 149(1)

BEGIN PROJECT

STA 230+72.25

UT FLAP 149(1)

END PROJECT

Monument

National

Dinosaur

1.5 mi, RT side of US 40

Possible staging area

To Colorado border

S S t.

S S t.

E S t.

B r u s h C r e e k R d

F-859)

(UDOT Str. No.

Bridge

Brush Creek

13.4 Miles

To Vernal

2000'1000'0

Scale in Feet

0 1 0 1

0 1

133+50BK = 1133+50AH

STA EQUATION

1163+00BK = 163+03.25AH

STA EQUATION

STATE PROJECT

A

M N U

T R o a d w a y C

A D

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

S it e

M a p

U T .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

UT

STATE ROUTE 149 WIDENING

UT FLAP 149(1)

P/E

P/ E

P/E

Station to Station

LENGTH OF PROJECT

TOTAL (mi)

(ft)

Roadway

(ft)

Bridge

NO SCALE

TOTALS (ft)

NOTE:

21,929.00

1:4

DETAIL A

30° - 35°

Asphalt concrete pavement

4' Shld12' Travel Way12' Travel Way4' Shld

1:4

C le a r in g L im it

(between lifts)

Tack coat

See Detail A

5'

Prime coat (prior to first lift)

8" from 169+00 to 230+69.

6" from 10+00 to 169+00 & from 4" to 11"; average depth is

Existing asphalt pavement depth varies

A6

Profile grade

Placed in two lifts

3.5" AC pavement aggregate

Roadway

Existing Width 20' to 26' (24' typ.)

MAINLINE

TYPICAL SECTIONS

1'-5"Shldr

Offset

1:2

1:2

2' slope

Fore-2'

20' Clear zone

Construction Limits

20' Clear zone

Seeding Topsoil &

12,275.00

6,769.00

4.17

Full depth reclamation (FDR), Method 2

Roadway aggregate

2%2%

1:4

1' Ditch

4' Shld12' Travel Way12' Travel Way4' Shld

1:4

C le a r in g L im it

C le a r in g L im it

(between lifts)

Tack coat

See Detail A

5'

Prime coat (prior to first lift)

Profile grade

Placed in two lifts

3.5" AC pavement

20' Clear zone

Construction Limits

20' Clear zone

Seeding Topsoil &

2%2%

1:4

1' Ditch

VariesVaries limit

Slope stake

2'

10+75 to 230+72.25

EXISTING TYPICAL SECTION

6" Roadway aggregate

1.

C le a r in g L im it

VariesVaries limit

Slope stake

3.

2'

Chip seal and fog seal

Chip seal and fog seal

3.

2.

1.

Slope stake limit

Slope stake limit

Topsoil & Seeding

Topsoil & Seeding

3R TYPICAL SECTION

Roadway aggregate

4R TYPICAL SECTION

sides of roadway)

(Detail applies to both right and left

Shoulder up with roadway aggregate pavement edge (safety edge)

Construct 30° - 35° pavement

Edge of

1:10 1:10

1133+50AH to 1151+45.67

10+75 to 133+50BK

1151+45.67 to 1152+10.67

1152+10.67 to 1163+00BK

163+03.25AH to 230+72.25

1,795.67

1,089.33

169+00 to 230+72.25

Station to Station Roadway Aggregate

Depth of FDR and

10+75 to 67+15 6"

71+07 to 133+50BK 6"

6"

1153+50 to 1163+00BK 6"

163+03.25AH to 169+00 6"

9"

1133+50AH to 1145+75

Station to Station

67+15 to 71+07

1:4

See Detail A

20' Clear zone

Seeding Topsoil &

Existing Slope

4' Shld

1:4 limit

Slope stake

GUARDRAIL TYPICAL SECTION

BARN-ROOF TYPICAL SECTION

CO to provide adequate drainage and stability.

Excavation and embankment slope ratios may be adjusted by the the first lift prior to placing the second lift.

Place asphalt concrete pavement in two lifts. Apply tack coat to the full-depth of existing asphalt pavement, whichever is larger.

Pulverize to the depth shown in table on this sheet, or 1" below

Pulverize the existing paved width plus 1' of new aggregate width.

1145+75 to 1153+50

:2

169+80 - 173+00 Rt

163+03 - 166+00 Rt

1144+75 - 1145+50 Rt

1143+50 - 1143+80 Rt

Varies

R ig h t o f

W a y L im it

Cut Slope

1(V):1.5(H) or Flatter

3.

or Flatter

1(V):2(H)

3.

Cut Slope

1(V):1.5(H) or Flatter

3.

or Flatter

1(V):2(H)

1:4

Existing Ground

Existing Ground

Existing Ground

Existing Ground

STATE PROJECT

A

M N U

T 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

U T .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

UT

4" Aggregate base x = 15' Minimum for type 2 approach x = 0' for type 1 approach

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.

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.

4' (typ.)

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

A7

N/A

1' Ditch

A

B

A

B

M a in li e

Mainline

±2%

TYPICAL PROFILE

SECTION B-B

Shoulder edge

A

TYPICAL SYMBOL

M a in li grade (optional)

Typical maximum design

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

NO SCALE

base edge

Aggregate

Approach Road 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

8.

4.

3.

8.

2.

3.

1.

2.

6.

2.

7.

Subgrade edge

Aggregate base edge

End Section A-A

End Section A-A

Total length

Paved length

90° W

Type

Class

Mainline stationing

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

Aggregate structural section thicknesses.

Use a 3" Asphalt Concrete Pavement on 6" Roadway shown may be varied.

Under special conditions, the approach road angle

1:3 1:3

1:

1:3 1:3

W

TYPICAL PLAN

APPROACH ROAD

TYPICAL PLAN

APPROACH ROAD

Varie s o r Fla tte r

(V ):1 .5 (H )2.

or Flatter

1(V):2(H) o r Fla tte r

(V ):1 .5 (H )2.

2.

or Flatter

1(V):2(H)

STATE PROJECT

A

M N U

T 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

U T .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

UT

Sheet and Description

B6 B7 B8 B9-B10 B11-B15 S2

Grading Summary

Surfacing Summary

Drainage Summary

Approach Road

Summary

Misc.

Summaries Bridge ALLOWANCE Bid

Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15214-1000 SURVEY AND STAKING, BRIDGE LPSM ALL

A0060 15215-1000 SURVEY AND STAKING, APPROACH Includes Parking Area

ROAD EACH 5 5 Sta 229+30 Rt

A0080 15215-3000 SURVEY AND STAKING, DRAINAGE

STRUCTURE EACH 26 26

A0100 15225-0000 SLOPE, REFERENCE, AND

CLEARING AND GRUBBING CONTROL MILE 4.170 4.170

A0120 15236-2000 SURVEY CONTROL, GRADE

FINISHING MILE 8.340 8.340

A0140 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0160 15401-0000 CONTRACTOR TESTING LPSM ALL

A0180 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0200 15705-0100 SOIL EROSION CONTROL, SILT

FENCE LNFT 6,900 350 7,250

A0220 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 5,750 300 6,050

A0240 15706-0200 SOIL EROSION CONTROL, CHECK

DAM EACH 12 2 14

A0260 15706-1000 SOIL EROSION CONTROL, INLET

PROTECTION EACH 1 1

A0280 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A0300 20101-0000 CLEARING AND GRUBBING ACRE 31.8 1.7 33.5

A0320 20301-1200 REMOVAL OF HEADWALL EACH 2 2

A0340 20301-1900 REMOVAL OF PIPE CULVERT EACH 24 24

A0360 20301-2400 REMOVAL OF SIGN EACH 33 33

A0380 20302-0700 REMOVAL OF FENCE LNFT 2,701 139 2,840

A0400 20304-2000 REMOVAL OF BRIDGE LPSM ALL

A0420 20402-0000 SUBEXCAVATION As directed by CO, CUYD 2,000 see Detail C204-51

A0440 20420-0000 EMBANKMENT CONSTRUCTION CUYD 15,016 754 15,770

A0460 20801-0000 STRUCTURE EXCAVATION CUYD 145 5 150

A0480 20803-0000 STRUCTURAL BACKFILL CUYD 65 2 67

A0500 20810-0000 SHORING AND BRACING LPSM ALL

A0520 20815-0000 COFFERDAMS LPSM ALL

A0540 25101-0200 PLACED RIPRAP, METHOD A,

CLASS 2 CUYD 74 6 80

A0560 25101-0300 PLACED RIPRAP, METHOD A,

CLASS 3 CUYD 31 4 35

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-M ay -2

:5

PM

N

U T\

9(

1) \R oa dw ay \E st im at es

_S ch ed ul es \E ng in ee r

Es tim at es

U

T-

FL

A P-

9-

1_ Es tim at e_ Fi na l.x ls x]

Sh ee t

STATE PROJECT

B1FLAP 149(1)UT

SHEET

NUMBER

Grading Summary

Surfacing Summary

Drainage Summary

Approach Road

Summary

Misc.

Summaries Bridge ALLOWANCE Bid

Schedule

A0580 25101-2400 PLACED RIPRAP, METHOD B,

CLASS 4 CUYD 385 30 415

A0600 25201-1000 SPECIAL ROCK EMBANKMENT,

MECHANICALLY-PLACED CUYD 151 14 165

A0620 25210-0000 ROCKERY SQFT 620 10 630

A0640 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 12,383 1,485 692 14,560

A0660 30401-5300 FULL DEPTH RECLAMATION,

METHOD 2, 6-INCH DEPTH MILE 2.997 2.997

A0680 30401-5600 FULL DEPTH RECLAMATION,

METHOD 2, 9-INCH DEPTH MILE 1.169 1.169

A0700 40101-5600 ASPHALT CONCRETE PAVEMENT,

GYRATORY MIX, 1/2-INCH OR

3/4-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, 0.3 TO <3 MILLION

ESAL TON 15,248 773 799 16,820

A0720 40105-1000 ANTISTRIP ADDITIVE, TYPE 1 TON 152 8 8 168

A0740 40601-0000 FOG SEAL TON 34 2 36

A0760 40702-0200 CHIP SEAL, TYPE 1B SQYD 81,774 4,126 85,900

A0780 40711-0000 EMULSIFIED ASPHALT TON 102 5 107

A0800 41102-1000 PRIME COAT, METHOD 1 SQYD 79,996 4,731 4,233 88,960

A0820 41105-0000 BLOTTER TON 120

A0840 41201-0000 TACK COAT TON 34 3 2 39

A0860 55101-1700 STEEL H-PILE, 12 X 84, IN

PLACE LNFT 458 17 475

A0880 55104-1000 DYNAMIC PILE LOAD TEST EACH 2 2 Contract Quantity

A0900 55115-1000 PREBORING LNFT 360 360

A0920 55201-0200 STRUCTURAL CONCRETE, CLASS A Contract Quantity

(AE) CUYD 238 238

A0940 55302-0500 PRECAST, PRESTRESSED CONCRETE

SLABS, 48-INCH VOIDED LNFT 640 640

A0960 55401-2000 REINFORCING STEEL, EPOXY Contract Quantity

COATED LB 44,500 44,500

A0980 55601-0500 BRIDGE RAILING, CONCRETE Contract Quantity

(UDOT 42") LNFT 230 230

A1000 56401-1000 BEARING DEVICE, ELASTOMERIC EACH 40 40

A1020 56901-0000 CONCRETE OVERLAY (THIN-BONDED Contract Quantity

EPOXY OVERLAY) SQYD 475 475

A1040 60103-0140 CONCRETE, HEADWALL FOR

24-INCH PIPE CULVERT EACH 1 1

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-J un -2

2:

P M

N

U T\

9(

1) \R oa dw ay \E st im at es

_S ch ed ul es \E ng in ee r

Es tim at es

U

T-

FL

A P-

9-

1_ Es tim at e_ Fi na l.x ls x]

Sh ee t (2

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B2FLAP 149(1)UT

Grading Summary

Surfacing Summary

Drainage Summary

Approach Road

Summary

Misc.

Summaries Bridge ALLOWANCE Bid

Schedule

A1060 60103-0280 CONCRETE, HEADWALL FOR

66-INCH PIPE CULVERT EACH 2 2

A1080 60103-1920 CONCRETE, HEADWALL FOR

24-INCH EQUIVALENT DIAMETER

PIPE CULVERT EACH 2 2

A1100 60201-0600 18-INCH PIPE CULVERT LNFT 342 18 360

A1120 60201-0800 24-INCH PIPE CULVERT LNFT 687 38 725

A1140 60201-1000 36-INCH PIPE CULVERT LNFT 111 4 115

A1160 60201-1500 66-INCH PIPE CULVERT LNFT 72 4 76

A1180 60202-0400 24-INCH EQUIVALENT DIAMETER

ARCH OR ELLIPTICAL PIPE

CULVERT LNFT 199 11 210

A1200 60210-0600 END SECTION FOR 18-INCH PIPE

CULVERT EACH 16 16

A1220 60210-0800 END SECTION FOR 24-INCH PIPE

CULVERT EACH 21 21

A1240 60210-1000 END SECTION FOR 36-INCH PIPE

CULVERT EACH 4 4

A1260 60211-0800 END SECTION FOR 24-INCH

EQUIVALENT DIAMETER ARCH OR

ELLIPTICAL PIPE CULVERT EACH 5 5

A1280 60404-1000 CATCH BASIN, FLH TYPE 1 EACH 1 1

A1300 60409-0100 INLET TOP, METAL FRAME AND

GRATE, FLH TYPE A EACH 1 1

A1320 60902-1000 CURB AND GUTTER, CONCRETE,

12-INCH DEPTH LNFT 1,372 3 1,375

A1340 60908-1000 PAVED DITCH, ASPHALT SQYD 305 305

A1360 61108-4000 ADJUST VALVE BOX EACH 2 Sta 48+76Lt & 114+11Lt

A1380 61701-1200 GUARDRAIL SYSTEM G4, TYPE 2,

CLASS A STEEL POSTS LNFT 212 212

A1400 61701-4100 GUARDRAIL SYSTEM CRG, TYPE 2,

CLASS A LNFT 50 50

A1420 61702-0400 TERMINAL SECTION, TYPE G4-CRT EACH 1 1

A1440 61702-0800 TERMINAL SECTION TYPE TANGENT

(UDOT TYPE G) EACH 2 2

A1460 61707-0000 STRUCTURE TRANSITION RAILING LNFT 75 75 Contract Quantity

A1480 61711-0000 IMPACT ATTENUATOR (UDOT TYPE

B) EACH 1 1

A1500 61801-0000 CONCRETE BARRIER (UDOT 42" T0 Contract Quantity

32" TRANSITION) LNFT 100 100

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-J un -2

2:

P M

N

U T\

9(

1) \R oa dw ay \E st im at es

_S ch ed ul es \E ng in ee r

Es tim at es

U

T-

FL

A P-

9-

1_ Es tim at e_ Fi na l.x ls x]

Sh ee t (3

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B3FLAP 149(1)UT

Grading Summary

Surfacing Summary

Drainage Summary

Approach Road

Summary

Misc.

Summaries Bridge ALLOWANCE Bid

Schedule

A1520 61901-0000 FENCE (UDOT TYPE E) LNFT 613 37 650

A1540 61920-2000 REMOVE AND RESET GATE EACH 2 2

A1560 61921-1000 REMOVE AND RESET FENCE LNFT 95 5 100

A1580 62201-0200 DUMP TRUCK, 8 CUBIC YARD

MINIMUM CAPACITY HOUR 40

A1600 62201-0350 BACKHOE HOUR 40

A1620 62201-0850 WHEEL LOADER, 1 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 40

A1640 62201-1450 BULLDOZER, 350HP MINIMUM

FLYWHEEL POWER HOUR 40

A1660 62201-2050 ROLLER HOUR 40

A1680 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM

BLADE HOUR 40

A1700 62201-3100 HYDRAULIC EXCAVATOR, 3.0

CUBIC YARD MINIMUM CAPACITY,

165HP MINIMUM FLYWHEEL POWER HOUR 40

A1720 62301-0000 GENERAL LABOR HOUR 40

A1740 62302-1000 SPECIAL LABOR, HIRED

TECHNICAL SERVICES HOUR 80

A1760 62302-1100 SPECIAL LABOR, HIRED SURVEY

SERVICES HOUR 40

A1780 62405-0300 PLACING CONSERVED TOPSOIL,

4-INCH DEPTH SQYD 75,800 3,800 79,600

A1800 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 12.5 0.5 13.0

A1820 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 12.5 0.5 13.0

A1840 63301-0000 SIGN SYSTEM EACH 33 33

A1860 63308-0000 OBJECT MARKER EACH 8 8

A1880 63309-0000 DELINEATOR(UDOT

MAINTENANCE/CULVERT MARKER) EACH 52 52

A1900 63316-1000 REMOVE AND RESET SIGN EACH 7 7

A1920 63402-0300 PAVEMENT MARKINGS, TYPE B,

SOLID MILE 24.7 24.7

A1940 63402-0400 PAVEMENT MARKINGS, TYPE B,

BROKEN MILE 5.3 5.3

A1960 63501-1000 TEMPORARY TRAFFIC CONTROL,

TRAFFIC CONTROL SUPERVISOR LPSM ALL

A1980 63501-2000 TEMPORARY TRAFFIC CONTROL,

TRAFFIC SIGNAL SYSTEM LPSM ALL

A2000 63502-0700 TEMPORARY TRAFFIC CONTROL,

CONE EACH 150

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-J un -2

2:

P M

N

U T\

9(

1) \R oa dw ay \E st im at es

_S ch ed ul es \E ng in ee r

Es tim at es

U

T-

FL

A P-

9-

1_ Es tim at e_ Fi na l.x ls x]

Sh ee t (4

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B4FLAP 149(1)UT

Grading Summary

Surfacing Summary

Drainage Summary

Approach Road

Summary

Misc.

Summaries Bridge ALLOWANCE Bid

Schedule

A2020 63502-1300 TEMPORARY TRAFFIC CONTROL,

DRUM EACH 100

A2040 63502-1500 TEMPORARY TRAFFIC CONTROL,

WARNING LIGHT TYPE A EACH 100

A2060 63502-1700 TEMPORARY TRAFFIC CONTROL,

WARNING LIGHT TYPE C EACH 20

A2080 63502-2000 TEMPORARY TRAFFIC CONTROL,

PORTABLE CHANGEABLE MESSAGE

SIGN EACH 2

A2100 63503-0300 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 LNFT 50

A2120 63503-0400 TEMPORARY TRAFFIC CONTROL,

CONCRETE BARRIER LNFT 500

A2140 63503-0500 TEMPORARY TRAFFIC CONTROL,

MOVING CONCRETE BARRIER LNFT 500

A2160 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 265 15 280

A2180 63505-1000 TEMPORARY TRAFFIC CONTROL,

PAVEMENT MARKINGS MILE 8.3

A2200 63506-0500 TEMPORARY TRAFFIC CONTROL,

FLAGGER HOUR 2,700

A2220 63506-0600 TEMPORARY TRAFFIC CONTROL,

PILOT CAR HOUR 600

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-J un -2

2:

P M

N

U T\

9(

1) \R oa dw ay \E st im at es

_S ch ed ul es \E ng in ee r

Es tim at es

U

T-

FL

A P-

9-

1_ Es tim at e_ Fi na l.x ls x]

Sh ee t (5

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B5FLAP 149(1)UT

B6

SUMMARY

GRADING

STATE PROJECT

A

M N U

T R o a d w a y C

A D

D S h e e ts B S u m m G r a d in g S u m m a r y

U T .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

UT

B7

SURFACING

STATE PROJECT

A

M N U

T R o a d w a y C

A D

D S h e e ts B S u m m S u r fa c in g S u m m a r y

U T .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

UT

B8

DRAINAGE

STATE PROJECT

A

M N U

T R o a d w a y C

A D

D S h e e ts B S u m m D r a in a g e S u m m a r y

U T .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

UT

APPROACH ROAD

Sheet 1 of 2

B9

STATE PROJECT

A

M N U

T R o a d w a y C

A D

D S h e e ts B S u m m A p p r o a c h

R d S u m m a r y

U T .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

UT

APPROACH ROAD

Sheet 2 of 2

B10

STATE PROJECT

A

M N U

T R o a d w a y C

A D

D S h e e ts B S u m m A p p r o a c h

R d S u m m a r y

U T .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

UT

SUMMARIES

MISCELLANEOUS

B11

STATE PROJECT

A

M N U

T R o a d w a y C

A D

D S h e e ts B S u m m

M is c S u m m a r y

U T .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

UT

B12

STATE PROJECT

P

M N U

T R o a d w a y C

A D

D S h e e ts B S u m m

M is c S u m m a r y

U T .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

UT

B13

12"30"30"

33"

27"

R

12"30"30"

33"

R

R

27"

.7

.7

TURN LANE-USE ARROW

LANE-USE ARROW

TURN AND THROUGH

Control Devices'' (MUTCD), current edition.

accordance with the ''Manual on Uniform Traffic

Place pavement word and symbol markings in1.

NOTE:

STATE PROJECT

A

M N U

T R o a d w a y C

A D

D S h e e ts B S u m m

M is c S u m m a r y

U T S tr ip in g .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

UT

B14

Summary continued on next sheet

STATE PROJECT

A

M N U

T R o a d w a y C

A D

D S h e e ts B S u m m

M is c S u m m a r y

U T P e r m

S ig n .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

UT

B15

STATE PROJECT

A

M N U

T R o a d w a y C

A D

D S h e e ts B S u m m

M is c S u m m a r y

U T P e r m

S ig n .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

UT

STATE PROJECT

P

M N U

T 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 S ta c y .D ic c ic c o

NUMBER

SHEET

UT

STATE ROUTE 149 WIDENING

UT FLAP 149(1)

W A

T E

R

P O

T

.0

W A

T E

R

W

W A

T E

R

I R

R

C1100'50'0

Scale in Feet

100'50'0

Scale in Feet

Sta. 10+75 to 23+00

PLAN SHEET

D r iv e w a y

V is ito r C e n te r

SR149

SR149

STA. 10+75.00

UT FLAP 149(1)

BEGIN PROJECT

A

B

B

B

B B

38' Rt.

Sta. 10+75, Install new fence

Remove existing fence

Sta. 10+75 to Sta. 12+70 Rt.

pavement

Sawcut existing

37' Rt.

Sta. 12+70, Do not disturb irrigation line

Existing underground

E=2240632.16

N=7310964.29 for additional information (Typ. all sheets).

Recorded Plan, not ground survey data. See U sheets

Note: Waterline and Irrigation lines shown are from

Marking Summaries.

See Survey and Pavement

(Approx. 250' x 64') existing pavement markings

Chip seal and re-establish

US40 to Sta. 10+75

P

M N U

T 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 S ta c y .D ic c ic c o

NUMBER

SHEET

UT

STATE ROUTE 149 WIDENING

UT FLAP 149(1)

W A

T E

R

I R

R

F L

A G P

O L E

W A

T E

R

I R

R

A S

P H

A L T D

R I V

E W

A Y

A S

P H

A L T D

R I V

E W

A Y

A S

P H

A L T D

R I V

E W

A Y

A S

P A

L T D

R I V

E W

A Y

C2

100'50'0

Scale in Feet

100'50'0

Scale in Feet

Sta. 23+00 to 38+00

PLAN SHEET

between trees

Field fit driveway

SR149

SR149

A

B

1 1 1

B 1

B

B

B

B

End section, Lt. & Rt.

Install 18" x 34' CMP

Remove existing culvert

Sta. 36+71

End section, Lt. & Rt.

Install 18" x 22' CMP

Remove existing culvert

Sta. 37+44

End section, Lt. & Rt.

Install 18" x 40' CMP

Remove existing culvert

Sta. 35+87

End section, Lt. & Rt.

Install 18" x 60' CMP

Remove existing culvert

Sta. 34+38

B

D

A

Riprap class 2, Lt.

End section, Lt. & Rt.

Install new 24" x 51' CMP

Remove existing culvert

Sta. 31+00

Do not disturb area outside of Construction Limits Sensitive environmental area

Remove existing fence

Sta. 30+75 to 31+25 Lt.

P

M N U

T 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 S ta c y .D ic c ic c o

NUMBER

SHEET

UT

STATE ROUTE 149 WIDENING

UT FLAP 149(1)

C3100'50'0

Scale in Feet

100'50'0

Scale in Feet

Sta. 38+00 to 52+00

PLAN SHEET

SR149

SR149

existing culvert

Do not disturb

Do not disturb irrigation line

Existing underground

A

B

A

3 1

B

B

B

A

B3

A existing culvert

Do not disturb match pavement

Adjust Valve box to

Sta 48+76 Lt

P

M N U

T 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 S ta c y .D ic c ic c o

NUMBER

SHEET

UT

STATE ROUTE 149 WIDENING

UT FLAP 149(1)

W A

T E

R

I R

R

W A

T E

R

I R

R

W A

T E

R

I R

R

C4

100'50'0

Scale in Feet

100'50'0

Scale in Feet

Sta. 52+00 to 66+00

PLAN SHEET

Do not disturb riser

SR149

SR149

C

B

B

B

B

B

A

A

End section, Lt. & Rt.

Install 18" x 60' CMP

Remove existing culvert

Sta. 53+40

End section, Lt. & Rt.

Install 18" x 30' CMP

Remove existing culvert

Sta. 59+29.00

V P I

E L

,7

.0

+0.051%

+6.1 67%

392' VC

K = 64

STATE PROJECT

P

M N U

T 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 S ta c y .D ic c ic c o

NUMBER

SHEET

UT

STATE ROUTE 149 WIDENING

UT FLAP 149(1)

W A

T E

R

I R

R

1+00

G R

A V P

A R

K I N

G A

R E

A

C5

100'50'0

Scale in Feet

66+00 67+00 68+00 69+00 70+00 71+00 72+00

Profile grade

Existing ground

66+00 to 73+00

PLAN & PROFILE SHEET

irrigation line

Existing underground

SR149

Superelevation Diagram

LT & RT EOP

-2.0%

73+00

0% 0%

10%

-10%-10%

10%

-2.0%

Profile grade

B 167+84

End section, Lt. & Rt.

Install 18" x 50' CMP

Remove existing culvert

Sta. 67+84

31' Lt.

Sta. 69+95, 31' Lt.

Sta. 71+14, 1+00 = SR149 68+85.00

Approach Road AP6800 existing irrigation

Do not disturb

Install new fence

Remove existing fence

Sta. 69+95 to Sta. 71+14 Lt.

Do not disturb existing irrigation pipe

Riprap Class 3 Rt.

End section Lt. & Rt.

Install 36" x 58' CMP, skew -15°

Sta. 71+65

STA. 67+15

RECONSTRUCTION

BEGIN PROFILE

STA. 71+07

RECONSTRUCTION

END PROFILE

P

M N U

T 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 S ta c y .D ic c ic c o

NUMBER

SHEET

UT

STATE ROUTE 149 WIDENING

UT FLAP 149(1)

48358

W C

R

POT 1+00.00

POT 1+75.00

P I

.8

C6

100'50'0

Scale in Feet

100'50'0

Scale in Feet

Sta. 73+00 to 87+00

PLAN SHEET

SR149

SR149

A

A

1+00 = SR149 74+42

Approach Road AP7400

End section, Lt. & Rt.

Install 18" x 46' CMP

Sta. 74+42

P

M N U

T 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 S ta c y .D ic c ic c o

NUMBER

SHEET

UT

STATE ROUTE 149 WIDENING

UT FLAP 149(1)

4830 4830

48358

P

E

P

E

P/E

W C

R

W C

L

W C

L

C7

100'50'0

Scale in Feet

100'50'0

Scale in Feet

Sta. 87+00 to 101+00

PLAN SHEET

existing culvert

Do not disturb

SR149

SR149

B

B

A

C

B

Riprap class 3, Rt.

End section with safety bars, Lt. & Rt.

Install new 36" x 53' CMP

Sta. 92+60 construction Do not disturb beyond limits of Environmentally sensitive area

Minimize disturbance

Sta. 92+00 to Sta. 93+00 Rt.

P

M N U

T 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 S ta c y .D ic c ic c o

NUMBER

SHEET

UT

STATE ROUTE 149 WIDENING

UT FLAP 149(1)

T S

.1

S C

.1

F L

A G P

O L E

T A

N K

4835 4

T A

N K

C8

100'50'0

Scale in Feet

100'50'0

Scale in Feet

Sta. 101+00 to 115+00

PLAN SHEET

S S t.

S S t.

SR149

SR149

Spiral = MAIN-1B

PI 114+44.21

f

Ls = 240.00'

A

A

A

B

A

A

B irrigation line

Existing underground

Riprap class 2, Rt.

End section, Lt. & Rt.

Install new 28"x20" x 47' CMP, skew 6°

Remove existing culvert

Sta. 102+65 match pavement Adjust valve box to Sta 114+11 Lt

P

M N U

T 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 S ta c y .D ic c ic c o

NUMBER

SHEET

UT

STATE ROUTE 149 WIDENING

UT FLAP 149(1)

S T

.2

POT 1+00.00

1+00

PI 1+16.00

P O

T

.5

0 1

S C

.1

C S

.3

TURN LEVELS OFF IN PLANMOTIF(MAIN282)FLAP149.DGN NOT THE C SHEETS

BOTTOM VIEW IS NOT

TOP VIEW IS GEOSPACIALLY CORRECT, PLAN VIEW LABELER CAN BE USED

C9

100'50'0

Scale in Feet

100'50'0

Scale in Feet

Sta. 115+00 to 129+00

PLAN SHEET

0 E St.

1+00 = SR149 116+42.40

Approach Road AP11600

Spiral = MAIN-1A

PI 120+42.36

f

Ls = 239.97'

Curve = MAIN-1

PI 117+45.03

D

D

R = 1,400.00'

Ts1 = 466.26'

Ts2 = 466.24'

L = 438.16'

SR149 (AZ)

Remove existing culvert

Sta. 115+43.23 existing culvert

Do not disturb

Sta. 120+36.93 irrigation line

Existing underground

Riprap class 2, Rt.

End section, Lt. & Rt.

Install new 28" x 20" x 50' CMP, skew -6°

Sta. 115+98

P

M N U

T 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

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

UT

STATE ROUTE 149 WIDENING

UT FLAP 149(1)

P C

.2

S

.0

B

K

.0

A

H Bu rn s

Be nc h

Bu rn s

Be nc h

Bu rto n Di tc h

TURN LEVELS OFF IN PLANMOTIF(MAIN282)FLAP149.DGN NOT THE C SHEETS

BOTTOM VIEW IS NOT

TOP VIEW IS GEOSPACIALLY CORRECT, PLAN VIEW LABELER CAN BE USED

100'50'0

Scale in Feet

C10

E S t.

1+00 = SR149 132+50.43

Approach Road AP13200

SR149

A

A

132+ existing culvert

Do not disturb

1133+50AH to 1143+00

Sta. 129+00 to 133+50BK

PLAN SHEET

Station Equation

C

A

Riprap class 2, Rt.

End section Lt. & Rt.

Install 24" x 80' CMP

Sta. 1141+90 irrigation lines (2) existing underground

Do not disturb

100'50'0

Scale in Feet

Riprap class 2, Rt.

with safety bars at outlet

End section at inlet, end section

Install new 24" x 67' CMP

Sta. 132+50

C h e v r o n

Q u e s ta r

V P I

E L

,7

.1

-6.711%

+1.217%

914' VC

K = 115

TURN LEVELS OFF IN PLANMOTIF(MAIN282)FLAP149.DGN NOT THE C SHEETS

BOTTOM VIEW IS NOT

TOP VIEW IS GEOSPACIALLY CORRECT, PLAN VIEW LABELER CAN BE USED

100'50'0

Scale in Feet

C11

Profile grade

Existing ground

B

B

Station 1145+75

Reconstruction

Begin

AREA L

EFT B

LANK IN

TENTIO

NALLY

1146+00 1147+00 1148+00 1149+00

STATE PROJECT

P

M N U

T 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 S ta c y .D ic c ic c o

NUMBER

SHEET

UT

STATE ROUTE 149 WIDENING

UT FLAP 149(1)

1150+001145+001144+00

Station 1145+75

Reconstruction

Begin

B

1143+00

Guardrail, Rt.

Tangent guardrail terminal, Rt.

10%

0%

-10%

-2.0%

PGL

LT & RT EOP

1143+00 to 1150+00

PLAN & PROFILE SHEET

Sta 1143+80 - 1144+75 Rt

Construct Special Rock

Embankment, see Special 252-B

Riprap class 2, Rt.

with safety bars at outlet

End section at inlet, end section

Install 24" x 40' CMP

Remove existing culvert

Sta. 1149+32

Sta. 1144+90 Rt to 1151+57 Rt

+1.217% V

P I

E L

,7

.2

175' VC

K = 213

+2.039%

STATE PROJECT

P

M N U

T 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 S ta c y .D ic c ic c o

NUMBER

SHEET

UT

STATE ROUTE 149 WIDENING

UT FLAP 149(1)

T S

.6

S C

.6

0M id A m e r ic a E n te r p r is e

100'50'0

Scale in Feet

C12

Profile grade

Existing ground

B r u s h C r e e k

Superelevation Diagram

LT & RT EOP

-2%

10%

0%0%0%

-10%

10%

-10%

PGL

B

A

A

B

Brush Creek Bridge and approach slabs

Guardrail, Rt.

Concrete transition barrier, Lt. and Rt.

Lt. and Rt.

barrier, transition Concrete

Tangent guardrail terminal, Lt.

A of the SCRs See Subsection 108.01

UDOT structure number F-859

Structure transition rail, Lt. and Rt.

Impact attenuator, Lt.

Structure transition rail, Rt.

Curved terminal, type CRT, Rt.

1150+00 to 1157+00

PLAN & PROFILE SHEET

1150+00 1151+00 1152+00 1153+00 1154+00 1155+00 1156+00 1157+00

Elev= 4754.07

Sta= 1151+45.67

Begin Bridge

Elev= 4754.86

Sta= 1152+10.67

End Bridge

Spiral = EQN-BRIDGE-1B

PI 1155+38.00

f

Ls = 200.00'

Station 1153+50

Reconstruction

End

Station 1153+50

Reconstruction

End

AREA L

EFT B

LANK IN

TENTIO

NALLY

See S sheets Sta. 1151+45.67

Begin Bridge

See S sheets Sta. 1152+10.67

End Bridge

Remove existing fence

Sta. 1144+90 to Sta. 1151+57 Rt. Remove existing fence

Sta. 1152+11 to Sta. 1153+01 Rt.

Remove existing fence

Sta. 1155+06 to Sta. 1158+70 Rt.

Sta 1152+00 to Sta. 1152+80 Lt.

P

M N U

T 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 S ta c y .D ic c ic c o

NUMBER

SHEET

UT

STATE ROUTE 149 WIDENING

UT FLAP 149(1)

4765 4765

47704775

S C

.6

C S

.5

S T

.5

.0

B

K

.2

A

H

100'50'0

Scale in Feet

C13

SR149

Do not disturb existing culvert

Sta. 1157+38

1163+00BK=163+03.25AH

Sta. 1157+00 to

PLAN SHEET

AREA LEFT B

LANK IN

TENTIO

NALLY

Station Equation

Install new fence Remove existing fence Sta. 1157+48 to 1158+45 Lt.

38' Lt.

Sta. 1157+48, 40' Lt.

Sta. 1158+45, Riprap class 2, Rt.

Drop Inlet, Lt.

Concrete headwall, Rt.

Install new 28"x20"x48' CMP, skew 1°

Remove existing culvert

Sta. 1158+93 and gutter Construct paved ditch with curb 163+03AH to 163+50 Lt Sta 1158+25 to 1163+00BK Lt

Remove existing fence

Sta. 1155+06 to Sta. 1158+70 Rt.

Sta. 1159+62 to Sta. 1161+94 Rt.

P

M N U

T 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 S ta c y .D ic c ic c o

NUMBER

SHEET

UT

STATE ROUTE 149 WIDENING

UT FLAP 149(1)

W

W

W A

T E

R

I R

R

W A

T E

R

I R

R W A

T E

R

I R

RW

A

T E

R

I R

R

W A

T E

R

I R

R

W A

T E

R

I R

R W A

T E

R

I R

R

P C

.5

.0

B

K

.2

A

H

Pump House

Irrigation

100'50'0

Scale in Feet

C14

SR149

A

B irrigation line

Existing underground Begin 9" full depth reclamation Sta. 169+00 paved ditch, Lt.

Install curb and gutter and Sta. 167+00 to Sta. 169+00

Install Rockery, Lt.

Sta. 167+50 to Sta. 168+50

100'50'0

Scale in Feet

Curve = MAIN-5

PI 178+21.12

D

R = 4,000.00'

T = 1,035.57'

L = 2,026.64'

Riprap class 2, Rt.

End section Lt. & Headwall Rt.

Install new 24" x 55' CMP, skew 4°

Remove existing culvert

Sta. 171+74

Sta. 163+03.2AH to 177+00

PLAN SHEET

Station Equation

Riprap class 2, Rt.

End section, Lt.

Headwall, Rt.

Install 28"x20" x 54' CMP, skew -3°

Remove existing culvert

Sta. 165+24

Riprap class 2, Rt.

End section, Lt. & Rt.

Install new 24" x 55' CMP, skew 5°

Sta. 175+56

P

M N U

T 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 S ta c y .D ic c ic c o

NUMBER

SHEET

UT

STATE ROUTE 149 WIDENING

UT FLAP 149(1)

04770

P T

.2

W

W ill ia m s

N W p ip el in e

N at ur al G as

C15

Sta. 177+00 to 191+00

PLAN SHEET

S S t.

SR149 (AZ)

B

B

C

100'50'0

Scale in Feet

B

SR149

Murray Canal irrigation line

Existing underground

Do not disturb

B

B

B

B

A

B

100'50'0

Scale in Feet Riprap class 2, Rt.

End section, Lt. & Rt.

Install new 24" x 63' CMP, skew -19°

Sta. 185+82

P

M N U

T 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 S ta c y .D ic c ic c o

NUMBER

SHEET

UT

STATE ROUTE 149 WIDENING

UT FLAP 149(1)

W y o m in g I n te rs ta te P ip e li n e

W ill ia m s

N W p ip el in e

N at ur al G as

W y o m in g I n te rs ta te P ip e li n e

TURN LEVELS OFF IN PLANMOTIF(MAIN282)FLAP149.DGN NOT THE C SHEETS

BOTTOM VIEW IS NOT

TOP VIEW IS GEOSPACIALLY CORRECT, PLAN VIEW LABELER CAN BE USED

C16

Sta. 191+00 to 205+00

PLAN SHEET

100'50'0

Scale in Feet

SR149

A

SR149

C

100'50'0

Scale in Feet

Riprap class 2, Rt.

End section, Lt. & Rt.

Install new 24" x 61' CMP, skew 1°

Remove existing culvert

Sta. 193+86

Riprap class 2, Rt.

End section, Lt. & Rt.

Install 24" x 81' CMP, skew -6°

Remove existing culvert

Sta. 203+71

Sta. 191+00 to Sta. 196+00 Rt.

P

M N U

T 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 S ta c y .D ic c ic c o

NUMBER

SHEET

UT

STATE ROUTE 149 WIDENING

UT FLAP 149(1)

4800 4800

TURN LEVELS OFF IN PLANMOTIF(MAIN282)FLAP149.DGN NOT THE C SHEETS

BOTTOM VIEW IS NOT

TOP VIEW IS GEOSPACIALLY CORRECT, PLAN VIEW LABELER CAN BE USED

C17

Sta. 205+00 to 219+00

PLAN SHEET

SR149

B

100'50'0

Scale in Feet

A

A

SR149

100'50'0

Scale in FeetRiprap class 2, Rt.

End section, Lt. & Rt.

Install new 24" x 67' CMP, skew 1°

Sta. 215+57

P

M N U

T 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 S ta c y .D ic c ic c o

NUMBER

SHEET

UT

STATE ROUTE 149 WIDENING

UT FLAP 149(1)

G R

A N

IT

E M

A R

K E

S C

A L

A N

T E C

R O

S S

E D H

E R

E

FLAG POLE

TURN LEVELS OFF IN PLANMOTIF(MAIN282)FLAP149.DGN NOT THE C SHEETS

BOTTOM VIEW IS NOT

TOP VIEW IS GEOSPACIALLY CORRECT, PLAN VIEW LABELER CAN BE USED

C18

SR149

B

A

100'50'0

Scale in Feet

SR149

A

A

100'50'0

Scale in Feet E= 2243641.14

N= 7332249.64

STA. 230+72.25

UT FLAP 149(1)

END PROJECT

Sta. 219+00 to 230+72.25

PLAN SHEET

1:

21:2

DETAIL A

Geotextile

2' 2'

2'

12" depth Placed riprap, Class 2

Remove and reset gate (2)

See Detail A this sheet Construct riprap ditch

Paid for under Section 623 pay items

Grade ditch to daylight

Approx. 2' grade raise max.

Approx. 150' long x 25' wide

Raise grade of parking area

Remove and reset existing fence Sta. 230+20 to 230+72 Lt.

Remove and reset existing fence Sta. 230+72 Rt.

UDOT structure number H-2720

Headwalls and wingwalls, Lt. & Rt.

Install new 66" x 72' CMP, skew -15°

Remove existing culvert and headwalls

Sta. 221+77

Riprap class 2, Rt.

End section, Lt. & Rt.

Install new 24" x 67' CMP, skew 1°

Remove existing culvert

Sta. 226+49

Minimize impacts

P

M N U

T R o a d w a y C

A D

D S h e e ts D

M in o r P

P D

.d g n

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

NUMBER

SHEET

UT

STATE ROUTE 149 WIDENING

UT FLAP 149(1)

P O

T

.0

P O

T

.0

74+00

75+00

PI 75+56.85

T

V P I

E L

,7

.9

,7

.2

V P I

E L

,7

.0

4' VC

K = 1

SSD = 218'

V P I

E L

,7

.5

-2.138%

20' VC

K = 2

,7

.2

-6.0% -11.0%

-2.0%

P O

T

.0

P O

T

.0

68+00

69+00

70+00

T

GRAV PARKING AREA

48" DIA POSS WATER

V P I

E L

,8

.7

,8

.1

V P I

E L

,8

.4

-2.000%

10' VC

K = 3

SSD = 281'

V P I

E L

,8

.2

-5.910% +1.204%

10' VC

K = 1

,8

.2

D1

AP6800

1+00 2+00

4,770

4,775

4,780

4,785

4,790

4,795

4,800

4,805

4,810

AP7400

100'50'0

Scale in Feet

100'50'0

Scale in Feet

1+00 2+00

4,770

4,775

4,780

4,785

4,790

4,795

4,800

4,805

4,810 4,835

4,830

4,825

4,820

4,815

4,810

4,795

4,800

4,805

4,835

4,830

4,825

4,820

4,815

4,810

4,795

4,800

4,805

Profile grade

Profile grade

Existing ground

R= 25'

R= 25'

R= 25'

R= 25'

Sta. 1+75

Match existing

Existing ground

Sta. 1+57

Match existing

4,815 4,8404,815 4,840

Approach Road Sta. 1+00

Mainline Sta. 74+41.77 =

Approach Road Sta. 1+00

Mainline Sta. 68+85 =

End Approach Road

Sta. 1+75

End Approach Road

Sta. 1+57

Private DrivewayPrivate Driveway

P

M N U

T R o a d w a y C

A D

D S h e e ts D

M in o r P

P D

.d g n

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

NUMBER

SHEET

UT

STATE ROUTE 149 WIDENING

UT FLAP 149(1)

P O

T

.0

P I

.0

2+00

POT 2+17.59

116+00

117+00

118+00

P O

T

.0

P O

T

.4

131+00

132+00

133+00

PC 133+67.23

T

S10336

V P I

E L

,8

.4

+5.8 00%

-0.200%4 ,8

.4

V P I

E L

,8

.3

V P I

E L

,8

.9

-3.803% -1.000%

28' VC

K = 10

,8

.7

V P I

E L

,8

.2

+1.795%

,8

.9

V P I

E L

,8

.0

-0.544%

-10.889%

9' VC

K = 1

SSD = 109'

,8

.2

D2

1+00 2+00

4,820

4,825

4,830

4,835

4,840

4,845

4,850

4,855

4,860

AP11600 AP13200

1+00 2+00

4,820

4,825

4,830

4,835

4,840

4,845

4,850

4,855

4,860

4,820

4,825

4,830

4,835

4,840

4,845

4,850

4,855

4,815

4,820

4,825

4,830

4,835

4,840

4,845

4,850

4,855

4,815

100'50'0

Scale in Feet

100'50'0

Scale in Feet

9500 E St.

E S t.

E 3

0 S St

E 3750 S St.

Profile grade

Existing ground

R= 15'

R= 25'

4,865 4,865 4,860 4,860

Profile grade

Existing ground

Sta. 1+90

Match existing

Approach Road Sta. 1+00

Mainline Sta. 116+42.40 =

Approach Road Sta. 1+00

Mainline Sta. 132+50.43 =

Sta. 1+78.02

Match existing

20'

Sta. 1+90

End Approach Road

°0

R=5

Sta. 1+78.02

End Approach Road

E1100'50'0

Scale in Feet

100'50'0

NOTE:

sheet for erosion and sediment control symbols.

Refer to the Conventional Plan Symbols and Abbreviations

Erosion and sediment control devices not to scale.

2.

1.

STA. 10+75.00

BEGIN PROJECT

10+75 to 25+00

CONTROL

EROSION AND SEDIMENT

STATE PROJECT

A

M N U

T R o a d w a y C

A D

D S h e e ts E E

C P E .d g n

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

NUMBER

SHEET

UT

STATE ROUTE 149 WIDENING

UT FLAP 149(1)

S T

O P

E2

100'50'0

Scale in Feet

100'50'0 sheet for erosion and sediment control symbols.

Refer to the Conventional Plan Symbols and Abbreviations

Erosion and sediment control devices not to scale.

2.

1.

25+00 to 39+00

CONTROL

EROSION AND SEDIMENT

STATE PROJECT

A

M N U

T R o a d w a y C

A D

D S h e e ts E E

C P E .d g n

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

NUMBER

SHEET

UT

STATE ROUTE 149 WIDENING

UT FLAP 149(1)

A S

P H

A L T D

R I V

E W

A Y

A S

P H

A L T D

R I V

E W

A Y

A S

P H

A L T D

R I V

E W

A Y

A S

P A

L T D

R I V

E W

A Y

0S

T O

P

F L

A G P

O L

E3100'50'0

100'50'0

Scale in Feet

NOTE:

sheet for erosion and sediment control symbols.

Refer to the Conventional Plan Symbols and Abbreviations

Erosion and sediment control devices not to scale.

2.

1.

39+00 to 54+00

CONTROL

EROSION AND SEDIMENT

STATE PROJECT

A

M N U

T R o a d w a y C

A D

D S h e e ts E E

C P E .d g n

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

NUMBER

SHEET

UT

STATE ROUTE 149 WIDENING

UT FLAP 149(1)

E4

Scale in Feet

100'50'0

Scale in Feet

NOTE:

sheet for erosion and sediment control symbols.

Refer to the Conventional Plan Symbols and Abbreviations

Erosion and sediment control devices not to scale.

2.

1.

54+00 to 68+00

CONTROL

EROSION AND SEDIMENT

STATE PROJECT

A

M N U

T R o a d w a y C

A D

D S h e e ts E E

C P E .d g n

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

NUMBER

SHEET

UT

STATE ROUTE 149 WIDENING

UT FLAP 149(1)

P R

O P

A N

E T

A N

K

P R

O P

A N

E T

A N

K

E5

Scale in Feet

NOTE:

100'50'0

Scale in Feet sheet for erosion and sediment control symbols.

Refer to the Conventional Plan Symbols and Abbreviations

Erosion and sediment control devices not to scale.

2.

1.

68+00 to 83+00

CONTROL

EROSION AND SEDIMENT

P I

.8

G R

A V P

A R

K I N

G A

R E

A

P I

.8

STATE PROJECT

A

M N U

T R o a d w a y C

A D

D S h e e ts E E

C P E .d g n

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

NUMBER

SHEET

UT

E6

Scale in Feet

100'50'0

Scale in Feet

NOTE:

sheet for erosion and sediment control symbols.

Refer to the Conventional Plan Symbols and Abbreviations

Erosion and sediment control devices not to scale.

2.

1.

83+00 to 97+50

CONTROL

EROSION AND SEDIMENT

STATE PROJECT

A

M N U

T R o a d w a y C

A D

D S h e e ts E E

C P E .d g n

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

NUMBER

SHEET

UT

STATE ROUTE 149 WIDENING

UT FLAP 149(1)

P

E

P

P/E

E7

Scale in Feet

100'50'0

Scale in Feet

NOTE:

sheet for erosion and sediment control symbols.

Refer to the Conventional Plan Symbols and Abbreviations

Erosion and sediment control devices not to scale.

2.

1.

97+50 to 111+50

CONTROL

EROSION AND SEDIMENT

STATE PROJECT

A

M N U

T R o a d w a y C

A D

D S h e e ts E E

C P E .d g n

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

NUMBER

SHEET

UT

STATE ROUTE 149 WIDENING

UT FLAP 149(1)

T A

N K

F L

A G P

O

E8

Scale in Feet

100'50'0

Scale in Feet

NOTE:

sheet for erosion and sediment control symbols.

Refer to the Conventional Plan Symbols and Abbreviations

Erosion and sediment control devices not to scale.

2.

1.

111+50 to 125+50

CONTROL

EROSION AND SEDIMENT

STATE PROJECT

A

M N U

T R o a d w a y C

A D

D S h e e ts E E

C P E .d g n

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

NUMBER

SHEET

UT

STATE ROUTE 149 WIDENING

UT FLAP 149(1)

T S

.1

S C

.1

T A

N K

S T

O P

S T

O P

S T

O P

C S

.3

S T

.2

A

M N U

T R o a d w a y C

A D

D S h e e ts E E

C P E .d g n

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

NUMBER

SHEET

UT

STATE ROUTE 149 WIDENING

UT FLAP 149(1)

P C

.2

U N

D E

R G

R O

U N

D T

E L E P

H O

N E

.0

B

K

.0

A

H

TURN LEVELS OFF IN PLANMOTIF(MAIN282)FLAP149.DGN NOT THE C SHEETS

BOTTOM VIEW IS NOT

TOP VIEW IS GEOSPACIALLY CORRECT, PLAN VIEW LABELER CAN BE USED

E9

100'50'0

Scale in Feet

100'50'0

Scale in Feet

NOTE:

sheet for erosion and sediment control symbols.

Refer to the Conventional Plan Symbols and Abbreviations

Erosion and sediment control devices not to scale.

2.

1.

Station Equation

1133+50AH to 1139+50

125+50 to 133+50BK

CONTROL

EROSION AND SEDIMENT

TURN LEVELS OFF IN PLANMOTIF(MAIN282)FLAP149.DGN NOT THE C SHEETS

BOTTOM VIEW IS NOT

TOP VIEW IS GEOSPACIALLY CORRECT, PLAN VIEW LABELER CAN BE USED

100'50'0

Scale in Feet

E11

100'50'0

Scale in Feet

NOTE:

sheet for erosion and sediment control symbols.

Refer to the Conventional Plan Symbols and Abbreviations

Erosion and sediment control devices not to scale.

2.

1.

163+03.25AH to 167+50

1153+50 to 1163+00BK

CONTROL

EROSION AND SEDIMENT

Station Equation

STATE PROJECT

A

M N U

T R o a d w a y C

A D

D S h e e ts E E

C P E .d g n

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

NUMBER

SHEET

UT

STATE ROUTE 149 WIDENING

UT FLAP 149(1)

S T

A N

D P

IP

E

T S

.6

S C

.6

C S

.5

P C

.5

C S

.5

S T

.5

.0

B

K

.2

A

H

100'50'0

Scale in Feet

E12

NOTE:

sheet for erosion and sediment control symbols.

Refer to the Conventional Plan Symbols and Abbreviations

Erosion and sediment control devices not to scale.

2.

1.

167+50 to 181+00

CONTROL

EROSION AND SEDIMENT

STATE PROJECT

A

M N U

T R o a d w a y C

A D

D S h e e ts E E

C P E .d g n

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

NUMBER

SHEET

UT

STATE ROUTE 149 WIDENING

UT FLAP 149(1)

P C

.5

TOP VIEW IS GEOSPACIALLY CORRECT, PLAN VIEW LABELER CAN BE USED

100'50'0

Scale in Feet

100'50'0

Scale in Feet

E13

NOTE:

sheet for erosion and sediment control symbols.

Refer to the Conventional Plan Symbols and Abbreviations

Erosion and sediment control devices not to scale.

2.

1.

181+00 to 195+50

CONTROL

EROSION AND SEDIMENT

STATE PROJECT

A

M N U

T R o a d w a y C

A D

D S h e e ts E E

C P E .d g n

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

NUMBER

SHEET

UT

STATE ROUTE 149 WIDENING

UT FLAP 149(1)

P T

.2

W

P T

.2

TOP VIEW IS GEOSPACIALLY CORRECT, PLAN VIEW LABELER CAN BE USED

100'50'0

Scale in Feet

100'50'0

Scale in Feet

E14NOTE:

sheet for erosion and sediment control symbols.

Refer to the Conventional Plan Symbols and Abbreviations

Erosion and sediment control devices not to scale.

2.

1.

195+50 to 209+50

CONTROL

EROSION AND SEDIMENT

STATE PROJECT

A

M N U

T R o a d w a y C

A D

D S h e e ts E E

C P E .d g n

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

NUMBER

SHEET

UT

STATE ROUTE 149 WIDENING

UT FLAP 149(1)

TOP VIEW IS GEOSPACIALLY CORRECT, PLAN VIEW LABELER CAN BE USED

100'50'0

Scale in Feet

100'50'0

Scale in Feet

E15

NOTE:

sheet for erosion and sediment control symbols.

Refer to the Conventional Plan Symbols and Abbreviations

Erosion and sediment control devices not to scale.

2.

1.

209+50 to 223+50

CONTROL

EROSION AND SEDIMENT

STATE PROJECT

A

M N U

T R o a d w a y C

A D

D S h e e ts E E

C P E .d g n

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

NUMBER

SHEET

UT

STATE ROUTE 149 WIDENING

UT FLAP 149(1)

100'50'0

Scale in Feet

E16

TURN LEVELS OFF IN ECPMOTIF(MAIN282)FLAP149.DGN NOT THE E SHEETS

BOTTOM VIEW IS NOT

TOP VIEW IS GEOSPACIALLY CORRECT, PLAN VIEW LABELER CAN BE USED

NOTE:

sheet for erosion and sediment control symbols.

Refer to the Conventional Plan Symbols and Abbreviations

Erosion and sediment control devices not to scale.

2.

1.

STA. 230+72.25

END PROJECT

223+50 to 230+72.25

CONTROL

EROSION AND SEDIMENT

STATE PROJECT

A

M N U

T R o a d w a y C

A D

D S h e e ts E E

C P E .d g n

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

NUMBER

SHEET

UT

STATE ROUTE 149 WIDENING

UT FLAP 149(1)

FLAG POLE

P O

T

.9

G R

A N

IT

E M

A R

K E

S C

A L

A N

T E C

R O

S S

E D H

E R

E

SILT FENCE

6" min. trench

6" min.

18" min.

30" min.

24" min.

C157-50

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

A

M N U

T R o a d w a y C

A D

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

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

DETAIL APPROVED FOR USE

REVISED: 08/2014

E17

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

A

M N U

T 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

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

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

NUMBER

SHEET

UT

DROP INLET PROTECTION (TYPE C)

PREFABRICATED FILTER INSERT

Back of curb

Face of curb

1-bag high

Spillway

PLAN VIEW - INLET AT SAG

high

1-bag

Spillway

B

B

SECTION A-A

Drop inlet grate

PLAN VIEW - INLET ON GRADE

Flow

Face of curb

Back of curb

Flow

1-bag high

Spillway basin

Catch

SECTION B-B

onto curb bags overlap

Gravel filled

A

A Drop inlet grate

PLAN

Drop inlet

DROP INLET PROTECTION (TYPE B)

GRAVEL BAG BERM

Flow

(stacked tightly)

Gravel filled bags

Spillway (beyond)

Drop inlet

Flow Flow

Drop inlet grate

See Note 5

2-bags high

Gravel filled bags

See Note 5

2-bags high

Gravel filled bags

Accumulated sediment

Accumulated sediment

Drop inlet grate

Expansion restraint

Prefabricated filter insert

Dump straps (2 each)

Lifting loops (2 each)

Drop inlet

Fiber roll

Fiber roll in full contact with the ground

DROP INLET PROTECTION (TYPE A)

FIBER ROLL

PROTECTION

TEMPORARY INLET

NO SCALE

Sheet 1 of 2

NOTE:

1" x 1" or 1" ø wood stake. See Note 2.

5.

4.

3.

2.

1.

DETAIL APPROVED FOR USE

NUMBER

SHEET

A

M N U

T R o a d w a y C

A D

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

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

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY DETAIL

9" ø min. fiber roll

3" in diameter.

with clean, silt-free coarse aggregate between 2" and bags. Cover geotextile fabric to the top of the fabric geotextile fabric a minimum of 18" upstream of the the next layer of bags on top of it. Extend the to the spillway elevation. Anchor the fabric by placing face of the bags. Place fabric over the top of the bags geotextile filter, class 2, type C along the upstream bags. Where tight fit is unachievable, install ensure no sediment flows between or underneath the

Pack gravel filled bags tightly together end to end to of curb minus 1".

Maximum top of gravel bag spillway elevation = Top

12" x 18".

Approximate finished dimension of gravel bags is soil.

on center. Drive stakes 12" (min.) into undisturbed

Install fiber roll with stakes spaced no more than 24" as approved by the CO.

Select the inlet protection device to fit field conditions

UT