AS BUILT DRAWINGS.pdf

D E P

A R T

M

E

NT

OF TRANSPO

R T

A T I O

N

U N

IT

E

D STATES OF

AME

R I C

A

PLANS FOR PROPOSED

PROJECT MANAGER

PLANS PREPARED BY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DENVER, COLORADO

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

APPROVED:

DATE:

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

Slopes are expressed as RISE:RUN

U.S. CUSTOMARY DIMENSIONS:

Know what'sbelow.

before you dig.Call

R www.call811.com

AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-14"

"STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS

SPECIFICATIONS:

LEAD DESIGNER

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

CHIEF OF ENGINEERING

UT ERFO 70014(1)

SANTAQUIN CANYON ROAD

ARIZONA

WYOMING

IDAHO

C O

L O

R A

D O

N E

V A

D A

Logan

Ogden

SALT

LAKE

CITY

Salina

Green River

Moab

St. George

Cedar City

Delta

G R

E E

N

R I V

E R

C O

L O

R A

D O

R

IV

E R

SAN JUAN RIVER

KEY MAP OF UTAH

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

0 1 2 4 6

Scale in Miles

UT ERFO 70014(1)

Project

15 miles

To Provo

9 miles

To Nephi

39 miles

To Vernon

Emergency Relief for Federally Owned roads (ERFO)

TYPE OF CONSTRUCTION:

S. GUZMAN

A1

D. EISENBRAUN

Schedule A

Sites 1 & 2

Begin Project UT ERFO 70014(1)

SCHEDULE A - SITES 1 & 2

UTAH COUNTY

UINTA-WASATCH-CACHE NATIONAL FOREST

STATE PROJECT

A

M N U

T e r fo

R o a d w a y C

A D

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

R e v is e d S c o p e U

T e r fo tt l.

d g n

U s e r S e b a s ti a n .g u z m a n

NUMBER

SHEET

UT

Santaquin Canyon Road

UT ERFO 70014(1)

Contractor: Harrison Oilfield Services, Inc.

FHWA CO: Julian Gonzalez Completion Date: August 2, 2022 Work was constructed as designed unless otherwise noted.

AS-BUILT DRAWNINGS

COR: David Hyatt, YEH Engineering

Yvette Text Box R#1, R#3, R#4, R#6, R#7

Yvette Line

Yvette Text Box

FIGURE 1- MSE WALL SITE PLAN

Yvette Sticky Note

Yvette Text Box

FIGURE 2- MSE WALL DETAIL

Yvette Text Box R#2

Yvette Line

Yvette Text Box R#4

Yvette Line

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 e r fo

R o a d w a y C

A D

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

R e v is e d S c o p e U

T e r fo

S y m .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r S e b a s ti a n .g u z m a n

NUMBER

SHEET

UT

Santaquin Canyon Road

UT ERFO 70014(1)AW

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

A

M N U

T e r fo

R o a d w a y C

A D

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

R e v is e d S c o p e U

T e r fo

S y m .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r S e b a s ti a n .g u z m a n

NUMBER

SHEET

UT

Santaquin Canyon Road

SITE MAP

A4

NO SCALE

S a n ta q u in

C a n y o n

R o a d

Schedule A

Sites 1 & 2

Begin Project UT ERFO 70014(1)

Schedule A

Sites 1 & 2

Begin Project UT ERFO 70014(1) of Pipe Culvert

Site 4 Removal of Boulder

Site 3A Removal in Channel of Partial Box Culvert

Site 5 Removal

STATE PROJECT

P

M N U

T e r fo

R o a d w a y C

A D

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

R e v is e d S c o p e U

T e r fo

S it e .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r S e b a s ti a n .g u z m a n

NUMBER

SHEET

UT

Santaquin Canyon Road

Type text here7'

REVISIONS (OR CHANGE NOTICES)

DESCRIPTION

NO.

DATE INIT.

Created SJS

CONTROL SHEET

7/8/20

A5

STATE PROJECT

A

M N U

T e r fo

R o a d w a y C

A D

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

R e v is e d S c o p e U

T

E R

F O

C o n tr o l_

S h e e t.

d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r S e b a s ti a n .g u z m a n

NUMBER

SHEET

UT

Sheet and Description

Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

A0060 15214-2000 SURVEY AND STAKING, RETAINING

WALL LPSM ALL

A0080 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0100 15401-0000 CONTRACTOR TESTING LPSM ALL

A0120 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0140 15701-0000 SOIL EROSION CONTROL LPSM ALL

A0160 15720-0000 STORM WATER POLLUTION

PREVENTION PLAN LPSM ALL

A0180 20214-0000 ROADSIDE CLEANUP (DEBRIS From Site 1 to Tinney Flat

REMOVAL) Campground

LPSM ALL (approx. 4.2 miles)

A0200 20301-0200 REMOVAL OF BOULDER EACH 1 Site 3A

A0220 20301-0300 REMOVAL OF BOX CULVERT Site 5 Partial

EACH 1 Removal in Channel

A0240 20301-1900 REMOVAL OF PIPE CULVERT EACH 1 Site 4

A0260 20303-1600 REMOVAL OF PAVEMENT, ASPHALT SQYD 300

A0280 20402-0000 SUBEXCAVATION CUYD 50

A0300 20820-0000 DEWATERING LPSM ALL

A0320 25201-1000 SPECIAL ROCK EMBANKMENT,

MECHANICALLY-PLACED CUYD 600

A0340 25501-0000 MECHANICALLY STABILIZED EARTH

WALL SQFT 800

A0360 25701-0000 CONTRACTOR FURNISHED WALL

DESIGN LPSM ALL

A0380 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 20

A0400 62201-0350 BACKHOE HOUR 20

A0420 62201-0850 WHEEL LOADER, 1 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 20

A0440 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM

BLADE HOUR 20

A0460 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC

YARD MINIMUM CAPACITY HOUR 20

A0480 62301-0000 GENERAL LABOR HOUR 20

A0500 62302-1100 SPECIAL LABOR, HIRED SURVEY

SERVICES HOUR 20

A0520 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 1.0

MileStone: Negotiated Date Completed: In Progress Report Date: 09/15/21

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A

-S ep

-2

2:

P

M

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities cf lc ad d4 .c flh d.

lo ca l\ Pr oj ec ts \U

T\ er fo

4(

1) \R oa dw ay \C

A D

D _S he et s\ B -S um m

\R ev is ed

S co pe

U T

ER

FO

(1 su m m ar y.

xl sm

]S he et

STATE PROJECT

B1ERFO 70014(1)

Santaquin Canyon RoadUT

SHEET

NUMBER

NO HYDRO SEEDING

- ZERO ACRE

Yvette Text Box

268 SQYD

Yvette Text Box

607.21 CUYD

Yvette Text Box

621 SQFT

Sheet and Description

Bid Schedule

A0540 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 1.0

A0560 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number cf lc ad d4 .c flh d.

lo ca l\ Pr oj ec ts \U

T\ er fo

4(

1) \R oa dw ay \C

A D

D _S he et s\ B -S um m

\R ev is ed

S co pe

U T

ER

FO

(1 su m m ar y.

xl sm

]S he et

2)

Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-S ep -2

2:

P M

MileStone: Negotiated Date Completed: In Progress Report Date: 09/15/21

STATE PROJECT

B2ERFO 70014(1)

Santaquin Canyon RoadUT

SHEET

NUMBER

NO HYDRO MULCHING

- ZERO ACRE

STATE PROJECT

A

M N U

T e r fo

R o a d w a y C

A D

D S h e e ts C

M L P

P R e v is e d S c o p e p ln

S it e .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r S e b a s ti a n .g u z m a n

NUMBER

SHEET

UT

Santaquin Canyon Road

UT ERFO 70014(1)

POT

1+

.0

1+

2+

PC 2+01.82

PT 2+90.85

3+

POT 3

+53

.5

60D NAIL

60D NAIL

C1

PLAN

100'50'0

Scale in Feet

E = 1568615.83 N = 7142177.72

E = 1568729.92 N = 7141951.45

Special 252-A

Embankment, See

Place Special Rock

1+70 - 3+00, Rt.

(SCHEDULE A)

SITE 1

Curve = SITE1-1

PI 2+46.36

D

R = 1,200.00'

T = 44.54'

L = 89.04'Creek

Summit

Flow

F lo w

Yvette Callout

45' AT WIDEST POINT

STATE PROJECT

A

M N U

T e r fo

R o a d w a y C

A D

D S h e e ts C

M L P

P R e v is e d S c o p e p ln

S it e .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r S e b a s ti a n .g u z m a n

NUMBER

SHEET

UT

Santaquin Canyon Road

UT ERFO 70014(1)

0 19

IN

E

L M

IN

IN

60D NAIL

60D NAIL

.1

.3

C2

PLAN

A

A

40'20'0

Scale in Feet

CL

1:2

Slope

Match Existing

SECTION A-A

ground Existing

15' (typ.)

18'

C617-32 for details

See C617-20 and

Construct Guardrail

Tack Coat between lifts

Prime Coat (Method 1)

Fog Seal

Method 2

6" Roadway aggregate, DETAIL A

See C617-20 and C617-32

Tangent type end terminals, Install Guardrail and

19+90 - 21+40, Rt.

PO

T

.0

PC

20+

43.93

PT 20+95.98

21+00

POT 21+34.49

20+00 21+00

(15' offset)

Existing Ground

Profile

Existing Centerline

Found wall on rock

See G-Sheets for details

Designed Wall

Construct Contractor

See G-Sheets for details

Designed Wall

Construct Contractor

20+50 - 21+10, Rt.

WALL PROFILE

G R

O U

T E

D R

O C

K W

A L L

1:1.5 Max

1:4

30°

Asphalt concrete pavement

0.4'

DETAIL B

sides of roadway)

(Detail applies to both right and left

Shoulder up with Roadway Aggregate, Method 2

Construct 30° pavement edge (safety edge)

(For Information Only)

Bottom of wall

NOTE:

See Final Geotechnical Report No. UT-FE-70014-20-01.1.

E = 1569157.56 N = 7141133.34

E = 1569199.62 N = 7141011.11 elevation Approximate bedrock

See Special 252-A

17' L x 8' W x 3' D

Rock Embankment, Place Special

21+20, Rt.

Rock Wall

Existing Grouted

Do not disturb

Placed in two equal lifts

3" Asphalt concrete pavement structural section

See Section A-A, Details A & B

Construct new pavement pavement is placed - No Pay)

(Saw cut and crack seal after

Begin pavement removal

20+00 structural section

See Section A-A, Details A & B

Construct new pavement pavement is placed - No Pay)

(Saw cut and crack seal after

End pavement removal

21+34

(SCHEDULE A)

SITE 2

PI 20+70.92

Curve = SITE2-1

D

R = 80.00'

T = 26.98'

L = 52.05'

Summit

Creek

F lo w

Flow

2' 7'

7'

5'

5'

5'

5'

5'

5' 5'

5.5'

5.5'

Yvette Text Box

SEE ATTACHED WALL DESIGN

Yvette Text Box

OFFSET OF POST SONO TUBE TO FACE OR WALL

Yvette Line

Yvette Line

Yvette Line

Yvette Line

Yvette Line

Yvette Line

Yvette Line

Yvette Line

Yvette Line

Yvette Line

Yvette Line

Yvette Text Box

SEE ATTACHED WALL DESIGN

Yvette Line

Yvette Line

Yvette Line

Yvette Text Box

12" SONO TUBE

Yvette Text Box

SEE ATTACHED WALL DESIGN

Yvette Rectangle

Yvette Text Box

CONCRETE FOUNDATION

Yvette Line

Yvette Line

252-A

CL

Ground

Existing

Embankment

Place Special Rock

1:1.5

Varies

3' Riprap mound height

Geotextile

6' Riprap mound thickness

(lowest point in a given cross section)

Channel Thalwag Elevation

3'

EMBANKMENT

SPECIAL ROCK

G1

Roadway Width Varies

STATE PROJECT

A

M N U

T e r fo

R o a d w a y C

A D

D S h e e ts G R e v is e d S c o p e s p A .d

SPECIAL

U.S. CUSTOMARY SPECIAL

U s e r S e b a s ti a n .g u z m a n

NUMBER

SHEET

UT

Santaquin Canyon Road

UT ERFO 70014(1)

Yvette Text Box Measurement 25' to 42'

Yvette Callout 3'

Yvette Line

Yvette Line

Yvette Line

Yvette Pencil

Yvette Callout Added 66 CUYD to the center section of Embankment 20'X30'X3' to get a 1:1.5 slope original slope steeper than plan.

Yvette

Original Slope

4' (min.)0.7H (8' min.)

Bench WidthReinforcment length

1:10

Existing ground

Layout line

L im it s o f

M S

E w a ll f o r p a y m e n t

Top of wall reinforcement elements spacing between

24" (max.) vertical

TYPICAL SECTION

TYPICAL ELEVATION

Subgrade shoulder Retaining wall at face of wall

Proposed ground

Collector pipe

Collector pipe

D e s ig n w a ll h e ig h t, H m in

Outlet pipe

Leveling course

12" (min.)

Additional reinforcement length

Sheet 1 of 2

12" (min.)

3' (min.)

704.03(a))

(See subsection

Backfill material

(See subsection 704.08)

Select granular backfill

(See subsection 704.03(a))

Backfill material

NO SCALE

STATE PROJECT

A

M N U

T e r fo

R o a d w a y C

A D

D S h e e ts G R e v is e d S c o p e C .d g n

U s e r S e b a s ti a n .g u z m a n

NUMBER

SHEET

see sheet 2)

(Metallic or geogrid, Reinforcement elements

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY DETAIL

C257-50

DETAILDETAIL APPROVED FOR USE _ _/_ _

DRAFT: 04/2015 06/2018

REVISED:

Guardrail

(See detail 617-32)

(See sheet 2)

Retaining wall block

1:2 leveling pad

Concrete or aggregate

4 - 12

Granular rock backdrain (703.17)

Granular backfill (703.03(a))

Non-woven geotextile

(Class 2, Type A)

UT

Santaquin Canyon Road

UT ERFO 70014(1)

G2

3.5'

Varies

WALL

CONTRACTOR DESIGNED

208.

Slope or shore excavation according to Section 5.

according to table 255-2.

Sample and test materials or products 4.

617.04.

Install guardrail posts according to subsection 3.

Step top of wall to match roadway grade.2.

AASHTO LRFD Bridge Design Specifications.

Design walls according to Section 257 and 1.

NOTE:

12" (min.)

Channel Thalweg

BFD (see table)

Site

(feet)

BFD

Bank Full depth

4A

3A

4.5

4.5

4.0

4.0

(See sheet 2) and collector pipe

Geocomposite sheet drain

AW

MSE wall face

(See note 2) collector pipe

6" diameter perforated

Concrete wall block

NO SCALE

1:10

NOTE:

(See subsection 703.03(a))

Granular backfill

714.01(a))

(See subsection

Geotextile filter

H

STATE PROJECT

A

M N U

T e r fo

R o a d w a y C

A D

D S h e e ts G R e v is e d S c o p e C .d g n

NUMBER

SHEET

(See note 1)

(See subsection 714.02)

Geocomposite sheet drain

Sheet 2 of 2

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY DETAIL

DETAIL APPROVED FOR USE _ _/_ _

C257-50

DETAIL

DRAFT: 04/2015 06/2018

REVISED:

6" 6"24" (min.)

UT

Santaquin Canyon Road

UT ERFO 70014(1)

G3

24"

(min.)

(See subsection 714.01(a)) Class 2-type A non-woven Geotextile

12" 12"

Min. Min.

(See subsection 714.01(a))

Class 1-type A non-woven

Top geotextile

(See subsection 703.03(a))

Granular backfill

(See subsection 704.08)

Select granular backfill

Granular rock backdrain (703.17)

Reinforcement geogrid

WALL

CONTRACTOR DESIGNED

WALL DRAINAGE DETAIL

WALL DETAIL

min. 2%

See note 3 direction of flow as appropriate)

Drain to fill side of road (skew in the

6" Non perforated diameter outlet pipe

24"

12"

12'

(See subsection 255.05)

1.5' special compaction zone

Spacing to be determined by the manufacturer.4.

securing screws.

standard coupling bands or by other approved means with subsection 605.03. Hold the screen securely in place with

Cover the end of the outlet pipe with screen according to 3.

requirements of subsection 708.04.

Furnish collector pipe, outlet pipe, and fittings meeting the and outlet at low points of wall and at 50' (max.) spacing.

Connect collector pipes to outlet pipes using a t-connector 2.

H.3 2backslope to a spacing to achieve 30% ±5% coverage area on excavation

Place geocomposite sheet drains in 3' (min.) wide strips with 1.

264-A

H D e s ig n w a ll h e ig h t v a r ia b le

LC

12"

12"

6" min.

[2]

Original ground

[3] structure

Proposed pavement

BLOCK RETAINING WALL TYPICAL SECTION

FILL SIDE PRECAST CONCRETE

4' Setback

2' Embedment

Edge of pavement

(as required by wall design)

Select granular backfill block (typ.)

retaining wall precast concrete

Class A(AE)

1' overlap of geotextile Provide minimum of Geotextile filter, class 2, type A.

12"

FOOTNOTE:

NOTE:

2% min.

[1] outlet pipe polyethylene drainage tubing 6" nonperforated corrugated6" perforated corrugated polyethylene drainage tubing

[4] Guardrail

Geotextile Class 2, Type A

Granular rock backdrain

Wall underdrain system

Concrete leveling pad

Granular backfill with standard coupling bands or by other approved means.

according to Subsection 605.03. Hold the screen securely in place

5. Cover the end of the wall underdrain system outlet pipes with screen include this information in the final shop plans submitted to the CO.

current cross sections taken in the field by the Contractor and footing elevations, and all other necessary final details on

4. Base the exact retaining wall heights, footing step dimensions,

3. Step top of wall along roadway profile grade.

2. See plans for locations and quantities.

1. See Section 264.

G4

WALL

CONTRACTOR DESIGNED

BFD (see table)

Channel Thalweg

Site

(feet)

BFD

Bank Full depth

4A

3A

4.5

4.5

4.0

4.0

Tack Coat between lifts

Prime Coat (Method 1)

Fog Seal

Method 2

6" Roadway aggregate, DETAIL A

Placed in two equal lifts

3" Asphalt concrete pavement

1:4

Asphalt concrete pavement

DETAIL B

sides of roadway)

(Detail applies to both right and left

Shoulder up with Roadway Aggregate, Method 2

Construct 30° pavement edge (safety edge)

See C617-20 and C617-32.

[4]

See Details A and B.

[3]

Wall batters steeper than 4V:1H are acceptable.

[2] at a maximum spacing of 100'

Place outlet pipes at all low spots along wall and [1]

0.4'

30°

STATE PROJECT

A

M N U

T e r fo

R o a d w a y C

A D

D S h e e ts G R e v is e d S c o p e s p A .d

U s e r S e b a s ti a n .g u z m a n

NUMBER

SHEET

UT

G20-2

G20-2

G20-2

See Note 11

G20-1

See Note 11

G20-1

M in o r R o a d

M a jo r R o a d

See Note 10

W20-1

See Note 10

W20-1

See Note 9

W16-8P

W20-1 over

See Note 9

W16-8P

W20-1 over

W20-1

Ro ad N am e

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

14.

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

ROAD WORK

END

WORK

ROAD

AHEAD

ROAD WORK

END

ROAD WORK

END

ROAD WORK

END

WORK

ROAD

AHEAD

WORK

ROAD

AHEAD

See Note 10

W20-1

See Note 10

W20-1

G20-2 the distance to the work area in feet or in miles. Install an additional W20-1

The message on the W20-1 signs may be "ROAD WORK AHEAD" or may specify of the road on which the construction does occur (applies to major roads only).

construction work occurs, include a supplementary plaque indicating the name

If W20-1 is placed on a roadway other than that on which the actual post-mounted signs when not applicable.

Do not store traffic control devices along the roadway when not in use. Cover

Maintain two-way traffic during all non-work hours except as approved by the CO.

NCHRP-350 or MASH for crashworthiness.

Ensure all sign supports exposed to impact by traffic meet the requirements of indicate a maximum recommended speed through the construction area.

Install advisory speed plates under the W20 series warning signs as needed to construction conditions.

Additional or different message signs may be required to fit the actual messages as required.

locate the warning signs as determined by the CO for best results. Vary

Where advance warning signs, placed as shown, interfere with permanent signs, traffic control plan as necessary to accommodate actual operations.

to this project. The Contractor may add or delete information and details in this

Not all details shown on the temporary traffic control sheets may be applicable

Erect all project advance warning signs before starting construction work.

retroreflective sheeting types.

Refer to the Section 635 of the Special Contract Requirements for allowable

State standards may be used as an alternative if approved by the CO.

that an encroachment permit has been obtained.

If signing on a roadway under a jurisdiction other than the client agency, verify whole mile.

each end of the project. Show the distance on the G20-1 sign to the nearest

Expressway / Freeway

A

B

C

(S ee S ig n

Sp ac in g

Ta bl e)

ADVANCE

W

ARNI

NG

AREA

C

B as d et er m in ed b y th e

CO

W or k zo ne A re a of In flu en ce

Pr oj ec t L im its

A

A

(S ee S ig n

Sp ac in g

Ta bl e)

ADVANCE

W

ARNI

NG

AREA

A

A

ROAD NAME

ROAD NAME

ROAD WORK

NEXT xx MILES

WORK

ROAD

xxxxxxx

WORK

ROAD

xxxxx

WORK

ROAD

xxxxxxx

WORK

ROAD

xxxxxxx

ROAD WORK

NEXT xx MILES

(optional)

W13-1P

(optional)

W13-1P xx

MPH

xx

MPH

STATE PROJECT

A

M N U

T e r fo

R o a d w a y C

A D

D S h e e ts T R e v is e d S c o p e S td

.d

FEDERAL LANDS HIGHWAY OFFICE

REVISED:

STANDARD

U.S. CUSTOMARY STANDARD

U s e r S e b a s ti a n .g u z m a n

NUMBER

SHEET

UT

Santaquin Canyon Road

UT ERFO 70014(1)

STANDARD APPROVED FOR USE 6/2005

DRAFT: 6/2014

REVISED:

For work zones that are 2 miles or more in length, install G20-1 signs at signs "B" feet apart according to the Sign Spacing Table.

sign when approach speeds exceed 50 MPH. When used place the two W20-1

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

635-1

ADVANCE SIGNING

TEMPORARY TRAFFIC CONTROL

T1

NOTE:

All lumber dimensions are nominal.

PORTABLE SIGNS

FIXED ROADWAY SIGNS

RURAL AREA

URBAN AREA BREAKAWAY SUPPORT DETAIL

4'' x 4''

4'' x 6''

6'' x 6''

6'' x 8''

1.5''

3''

2''

None Required

D

4'

4'

5'

5'

10 20

1 Post 2 Post 3 Post 4 Post

165125

FIXED SIGNS 4'' X 6'' AND GREATER POSTS)(

Sign panel

Traffic

Wood post (fixed)

Holes (See table)

M in

M in

Note:

Roadway

M in

M in

M

Sidewalk

M

6' to 12'

M utility poles may be used for sign mounting.

When approved by the CO and the Utility Company, a minimum of 7 feet apart.

required and the posts cannot be spaced non-breakaway if multiple posts are greater, signs are considered to be

For signs requiring 6'' x 6'' posts and surface.

mount the sign a minimum of 7 feet above the pavement

When parking is permitted within 200 feet of the sign, than 10 square feet on double posts.

Mount signs that are wider than 3 feet or larger

(See Notes 3 and 4)

6.

5.

4.

3.

2.

1.

NOTES:

non-breakaway signs.

or shield with a barrier. Do not place holes in posts of to post spacing, place the sign outside the clearzone

Support Detail. If breakaway design cannot be used due

For posts 4-inch x 6-inch and greater, see the Breakaway

POST SIZE

DIAMETER

HOLE (Sq. Ft.)

MAXIMUM SIGN AREA

POST SIZE TABLE

of NCHRP Report 350 for crashworthiness.

all portable sign supports meet the requirements lower than fixed signs when approved by the CO. Ensure face in a vertical plane. Portable signs may be mounted portable signs. Ensure sign mounts hold the sign

The Contractor may submit alternate details for

(Min.)

6'-0''

(Min.)

2'-0''

(Min.)

2'-0''

TEMPORARY TRAFFIC CONTROL

SIGN INSTALLATION

SIGN INSTALLATION ANGLE

Local tangent

93°

90°

200'

635-A

T2

ROAD

AHEAD

WORK

DETOUR

AHEAD

M PH.. .

M PH.. .

ROAD

CLOSED

DETOUR 35

M PH.. .

CLOSED

AHEAD

LANE

RIGHT

STATE PROJECT

A

M N U

T e r fo

R o a d w a y C

A D

D S h e e ts T R e v is e d S c o p e S

P A .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U s e r S e b a s ti a n .g u z m a n

NUMBER

SHEET

UT

Santaquin Canyon Road

UT ERFO 70014(1)

MSE Wall Site Plan Landmark Project No 210831

Figure 1

Santaquin Canyon Road UT ERFO 70014(1) – Site 2

Proposed Wall Alignment

Top Length of Wall 60 feet (15 blocks)

● Top of wall length according to plans provided.

● Bottom of wall at approximately elevation 185 on drawing to the left.

● Bottom of wall length and side configuration to be configured according to conditions encountered in the field.

B

BB

BB

B

B B B B

Yvette Line

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Yvette Text Box

FOOTER

Yvette Line

Yvette Line

Yvette Text Box

2 FACE BLOCK

Yvette Line

Yvette Rectangle

Yvette Line

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Yvette Line

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Yvette Text Box

(3) FULL BLOCKS

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Yvette Text Box

(2) FULL BLOCKS

Yvette Line

Yvette Rectangle

Yvette Rectangle

Yvette Rectangle

Yvette Rectangle

Yvette Callout

3 FACE BLOCK

Yvette Callout

3 FACE BLOCK

Yvette Callout R 28 T

Yvette

STRICK THROUGH BLOCKS ARE NOT INSTALLED

MSE Wall Detail Landmark Project No 210831

Figure 2

#4 Rebar, 24” O.C.

Alternating Horizontal and Vertical with 12” offset

Min 12” embed and 6” protrusion Min 3” clear cover Simpson AT-XP or Eq.

3” min

FHWA A(AE) Concrete (Table 552-1)

4.

S el ec t G ra nu la r B ac kf il l

4.

fe et

B an k F ul l

D ep th

.1

G ra nu la r

R oc k B ac kd ra in

Santaquin Canyon Road UT ERFO 70014(1) – Site 2

Footing Cross-Section

Footing Plan

Wall SchematicApproximate Bedrock Surface

703.02a Granular Backfill

B lo ck

8 oz Non-Woven Filter Fabric (Table 714-1)

704.08 Select Granular Backfill

703.17 Granular Rock Backdrain

Approved Pavement Section

Redi-Rock Block

Elev. 185

Bank Full Depth

To ta l M ax im um

D es ig n

H ei gh t 1 fe et

Guardrail Sonotube

Min 3-foot setback

10XT – 4 feet in length

10XT – 6 feet in length

8XT – 10 feet in length

8XT – 12 feet in length

8XT – 12 feet in length

8XT – 12 feet in length

10XT – 28 feet in length

R-28B

R-28PCM

R-28PCM

R-28PCM

R-28PCM

R-28PCM

R-28PCM

R-28PCM

R-28PCM

R-28T

Horizontal rebar

Vertical Rebar

8 oz Non-Woven Filter Fabric (Table 714-1)

Geo composite sheet drain and collector pipe

(See Project Plans Sheets G2 to G4)

8XT – 8 feet in length

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#4 REBAR ADDED

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Yvette Text Box

#4 REBAR ADDED

Yvette Line

Yvette Text Box 12'

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Yvette Line

Yvette Pencil

Yvette Text Box

RIVER

Yvette Line

Yvette Line

Yvette Text Box 28'

Yvette Text Box 12'

Yvette Text Box 12'

Yvette Text Box 10'

Yvette Text Box 7'

Yvette Text Box 6'

Yvette Text Box 5'

Yvette Text Box 5'

Yvette Line

Yvette Polygonal Line

Yvette Text Box R28B

Yvette Line

Yvette Line

Yvette Oval

Yvette Polygonal Line

Yvette Polygonal Line

Yvette Polygonal Line

Yvette Polygonal Line

Yvette Polygonal Line

Yvette Polygonal Line

Yvette Polygonal Line

Yvette Text Box

= 1' UP BANK BEHIND ROCK

Yvette Text Box

CONCRETE FOOTER

Yvette Line

Yvette Line

Yvette Text Box

GEO COMPOSITE SHEET DRAIN & COLLECTOR PIPE

Yvette Pencil

Yvette Pencil

Yvette Text Box

DOTTED LINE MEANS ROCK

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Yvette Text Box Guardrail sonotube: 12" round. 4' to 6' deep. depth varies due to bedrock