Plan GRCA 272(1)_2022-04-26_Stamped.pdf

PLANS FOR PROPOSED

PROJECT MANAGER

PLANS PREPARED BY

CAMPGROUND LOOPS

MATHER POINT

GRAND CANYON SOUTH RIM

AZ NP GRCA 272(1)

DENVER, COLORADO

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

FOR

PLANS PREPARED BY

Match existing

10 MPH

0%

100% e(max) ---------------

V --------------------

T --------------------

D --------------------

DHV ------------------

ADT (2041) -----------

ADT (2021) -----------

DESIGN DESIGNATIONS:

concrete pavement, pavement markings

Road rehabiliaton: Full depth reclamation, asphalt

TYPE OF CONSTRUCTION:

NATIONAL

PARK

SERVICE

Department of the Interior

NATIONAL PARK SERVICE

U.S. DEPARTMENT OF THE INTERIOR

OPTION Z LENGTH 0.39 miles

OPTION Y LENGTH 0.47 miles

SCHEDULE A LENGTH 1.51 miles

COCONINO COUNTY

GRAND CANYON NATIONAL PARK

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 DATE:

DATE:

SUPERINTENDENT, GRAND CANYON NATIONAL PARK

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

CHIEF OF ENGINEERING

ARIZONA KEY MAP

MEXICO

UTAH

N E

W M

E X

IC

O

N E V A

D A

C A

L I F

O R

N I A

FLAGSTAFF

PHOENIX

TUCSON

Marble Canyon

Canyon

Grand

Kingman

Prescott

Yuma

Holbrook

Globe

Nogales

Ca m p

Ve rd e

C o l o r a d o

R i v e r

Riv er

C ol or ad o

10 10

JAMES KERRIGAN D. LAUTZENHEISER

Project Location

Scale in Miles

1 2

21.6 miles

To Grand Canyon East Entrance

D e s e r t

V ie w D r iv e

A Z

Visitor Center

Grand Canyon

Museum

Geology

Yavapai

Road

Entrance

South

77 miles

To Flagstaff

Village

Canyon

Grand

Road

Plaza

Market

APPROVED:

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

NPS PMIS NO.: 185013

JUNIPER LOOPS 1 & 2

SCHEDULE A

MAPLE LOOP

SCHEDULE A

OAK LOOPS 1 & 2

SCHEDULE A

PINE LOOP

OPTION Y

LOOPS 1, 2, 3, 4

OPTION Z SAGE

126.6'

:4

A

M

A u g u s t

B a s e .B

.U S

C

O R

D V

.1

\O p e n R o a d s D e s ig n e r

C E

\C o n fi g u ra ti o n \O rg a n iz a ti o n -C iv il

\F L

H S u rv

F t_

S ta n d a rd s -W

S .1

V \C e ll

\C F

L -B o rd e rs

.c e l

STATE PROJECT

NUMBER

SHEET

AZ

NP GRCA 272(1)

A1

ROUTES 0272

74988

KEVIN R.

BLACK

/26

/20

Approved via letter dated 4/29/2022

Sheet 1 of 2

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

ABBREVIATIONS DRAINAGE SYMBOLS

GEOLOGIC SYMBOLS

DI

FENCE & CATTLEGUARD SYMBOLS

Cattleguard (Existing, Proposed)

Fence w/ Gate (Existing, Proposed)

Fence (Existing, Proposed)

Material Source

Boring Location (Existing, Proposed)

Riprap Apron (Proposed)

Underdrain (Existing, Proposed)

With Drop Inlet (Existing, Proposed)

With Headwalls (Existing, Proposed)

With End Sections (Existing, Proposed)

Pipe Culvert (Existing, Proposed)

Box Culvert (Existing, Proposed)

Bridge (Existing, Proposed)

Spring

River

Wetland

Large Creek

Lake, Pond or Reservoir

Drainage or Small Creek

Flow Arrow

Ditch (Existing, Proposed)

SPRING

D jt.J int.

incr.

incl.

IDI

hwy.

HW

horiz.

hex.

HES

hdwl.H gdr.

galv.

ga.G ftg.

fin.

FES

Fed.

f.f.F ext.

exp. jt.

exc.

EW

et ux et al

ER

EQ or eq.

EOP

engr(s).

emb.

elev.

El. 94.066 e

EE

dwg(s).

DLC

Dist.

dist.

diaph.

diag.

dia. or D

DI

DHV

decr.D culv.

CTSM

ctrs.

CS

cr.

corr.

cont.

constr. jt.

constr.

conc.

col.

Co.

CMP

clr.

c-c

CBCC

brg.

br.

BP

BM

BK

beg.

b.f.B asph.

appr.

alt.

AH

aggr.

ADT

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

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

WW

VPI

vph vert.

VV

typ.

TS

transv.

TCE

TBM

tan.

T.

TT

sym.

struc.

str.

stiff.

std.

sta.

ST

st.

spec.

spa.

shldr.

sec.

SC

SADT

SS

rte.

Rt. or RT

RH

ret. wall

Res.

res.

reqd.

reinf.

reconst.

rdwy.

rd.

R/W

R.

RR

quant., QtyQ pvmt.

PT

psi proj.

POT

POS

POC

pl.

PI

perf.

PCC

PCP

OD

o.f.

o.c.O

no. or # neg.

NC

NN

mtn(s).

mon.

min.

max.

matl.

maint.

mag.M

LW

Lt. or LT

LPSM

long.

lat.

lam.

LL

EROSION & SEDIMENT CONTROL SYMBOLS

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

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

Ø

Riprap

Rolled Erosion Control Product

Diversion Berm

Check Dam

Bonded Fiber Matrix Mulching

Fiber Roll (Slope Protection)

Temporary Inlet Protection

Silt Fence

Fiber Roll (Ditch and/or Cut Slope)

NPS PMIS NO.: 185013

:4

A u g u s t

B a s e .B

O R

D V

.1

\O p e n R o a d s D e s ig n e r

C E

\C o n fi g u ra ti o n \O rg a n iz a ti o n -C iv il

\F L

H S u rv

F t_

S ta n d a rd s -W

S .1

V \C e ll

\C F

L -B o rd e rs

.c e l

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

AZ

NP GRCA 272(1)

A2

ROUTES 0272

74988

KEVIN R.

BLACK

/26

/20

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

Sheet 2 of 2

36 31

36 31

6 1

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

NPS PMIS NO.: 185013

:4

A u g u s t

B a s e .B

O

R D

V

.1

\O p e n R o a d s D e s ig n e r

C E

\C o n fi g u ra ti o n \O rg a n iz a ti o n -C iv il \F

L H

S u rv

F t_

S ta n d a rd s -W

S .1

V \C e ll \C

F L -B o rd e rs

.c e l

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

AZ

NP GRCA 272(1)

A3

ROUTES 0272

74988

KEVIN R.

BLACK

/26

Scale in Feet

1000'500'0

Aspen Loop

Fir Loop

Market Plaza Road

South Entrance Road

Pine Loop

Option Y

Juniper Loop 1

Schedule A

Loops 1, 2, 3 & 4

Option Z Sage

Maple Loop

Schedule A

Oak Loop 1

Schedule A

East Entrance

To Grand Canyon m ile s

To T us ay an

Staging areaZuni Way

Juniper Loop 2

Schedule A

Oak Loop 2

Schedule A

South Entrance Road

Center Road

NPS PMIS NO.: 185013

SITE MAP

:3

P

A p r il

U n ti tl e d

S h e e t

F

.0

C

F L

H D

G

R C

A S o u th

R im

M a th e r

P o in t C a m p g ro u n d \D ra w in g s \D

G N

\S T

E (0

)G

R C

A .d g n

STATE PROJECT

NUMBER

SHEET

AZ

NP GRCA 272(1)

A4

ROUTES 0272

74988

KEVIN R.

BLACK

/26

Hermit Road

Rowe Well Road

Center Road

South Entrance Road

Grand Canyon Village

Maswik Laundry Road

Zuni Way m ile s

To T us ay an

East Entrance

To Grand Canyon

2000'1000'0

Scale in Feet

WATER SOURCE MAP

Project Area

Water Source

NPS PMIS NO.: 185013

:4

A p r il

W a te r S o u r c e S it e M a p

.0

C

F L

H D

G

R C

A S o u th

R im

M a th e r

P o in t C a m p g ro u n d \D ra w in g s \D

G N

\S T

E (0

)G

R C

A .d g n

STATE PROJECT

NUMBER

SHEET

AZ

NP GRCA 272(1)

A5

ROUTES 0272

74988

KEVIN R.

BLACK

/26

SAFETY EDGE DETAIL

pavement

Edge of proposed existing ground

Approximate

Full depth reclamation, method 1, 4-inch depth

Asphalt

Maple Loop

Oak Loops 1 & 2

Juniper Loops 1 & 2

Pine Loop

TYPICAL SECTION 1

Existing edge of asphalt

Aggregate, Method 2

Shoulder up with Roadway existing ground

Approximate

Match existing ground existing

Approximate

Tack coat between lifts

Edge of existing pavement

Bottom of existing asphalt pavement (depth varies) past existing edge of asphalt (typ. both sides)

Extend full depth reclamation 7" aggregate shoulder operation place over slope following

Windrow topsoil from shoulder, Top of existing asphalt pavement

Prime Coat

4" compacted depth (Placed in 2 lifts)

Asphalt Concrete Pavement, Type 1, Fog Seal

Full depth reclamation, method 1, 4-inch depth

Sage Loops 1, 2, 3 & 4

TYPICAL SECTION 2

existing ground

Approximate

Match existing ground existing

Approximate

Tack coat between lifts

Edge of existing pavement

Bottom of existing asphalt pavement (depth varies) past existing edge of asphalt (typ. both sides)

Extend full depth reclamation 7" aggregate shoulder operation place over slope following

Windrow topsoil from shoulder, Top of existing asphalt pavement

Prime Coat

4" compacted depth (Placed in 2 lifts)

Asphalt Concrete Pavement, Type 1, Fog Seal

Full depth reclamation, method 1, 4-inch depth

NO SCALE

MAINLINE TYPICAL SECTION

be varied by the CO.

2. Dimensions shown are approximate and may are not shown.

1. Existing superelevated and widened sections

NOTE:

NPS PMIS NO.: 185013

7"

Construction Limits

Varies

Construction Limits

Match existing width varies, 11' min.

Traveled way

7" 7"

7" 7"

Varies2' Varies 2'

Varies2' 2'

:0

A p r il

P la n

.0

C

F L

H D

G

R C

A S o u th R im

M a th e r

P o in t

C a m p g ro u n d

\D ra w in g s \D

G N

\T Y

P (0

)G

R C

A .d g n

STATE PROJECT

NUMBER

SHEET

AZ

NP GRCA 272(1)

A6

ROUTES 0272

74988

KEVIN R.

BLACK

/26

PROFILE

NO SCALE

Existing pavement existing asphalt

Saw cut

Tack Coat

TYPICAL TRANSITION DETAIL

M a tc h e x is ti n g

Finished pavement

4" compacted depth (Placed in 2 lifts)

Asphalt Concrete Pavement, Type 1, method 1, 4-inch depth

Full depth reclamation (FDR), 25'

CONNECTION DETAIL

NPS PMIS NO.: 185013

F

D R

:3

A p r il

C o n n e c ti o n s D e ta il s

.0

C

F L

H D

G

R C

A S o u th R im

M a th e r

P o in t

C a m p g ro u n d

\D ra w in g s \D

G N

\T Y

P (0

)G

R C

A .d g n

STATE PROJECT

NUMBER

SHEET

AZ

NP GRCA 272(1)

A7

ROUTES 0272

74988

KEVIN R.

BLACK

/26

NOTE:

Parking Stall

TYPICAL PLAN

CAMPSITE PARKING STALL

Flatten slope 2.

and 5' radius of angles greater than 45 degrees.

Construct 2' asphalt radius for angles less than 45 degrees 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

2.

1.

pavement edge

Asphalt concrete

A

A

M a in li

SECTION A-A

2. 2.

Match existing

Pa rkin g S ta ll

TYPICAL PLAN

CAMPSITE PARKING STALL

Flatten slope 2.

A

A

M a in li

STRAIGHT

ANGLED

3.

3.

Aggregate base edge

Shoulder edge

Aggregate base edge

Asphalt concrete pavement

Subgrade edge

Aggregate base edge

Aggregate base edge section for section

Refer to mainline typical

3.

STALLS

TYPICAL SECTIONS PARKING

Subgrade edge

VariesMatch existingVaries

Subgrade edge pavement edge Asphalt concrete

Shoulder edge

5'R

Paved length

5' R

5'R

R

P a v e d le n g th

NPS PMIS NO.: 185013

approach angle

Match existing approach angle

Match existing

:4

A p r il

T y p ic a l

S e c ti o n s A p p r o a c h R o a d s

.0

C

F L

H D

G

R C

A S o u th R im

M a th e r

P o in t

C a m p g ro u n d

\D ra w in g s \D

G N

\T Y

P (0

)G

R C

A .d g n

STATE PROJECT

NUMBER

SHEET

AZ

NP GRCA 272(1)

A8

ROUTES 0272

74988

KEVIN R.

BLACK

/26

Sheet and Description

B4-B12 B4 B12 B13

SURFACING

TABULATION OF

QUANTITIES

SIGNING AND

PAVEMENT

MARKINGS

TEMPORARY

TRAFFIC CONTROL

ALLOWANCES

Bid

Schedule

A0001 15101-0000 MOBILIZATION LPSM ALL

A0002 15210-3000 CENTERLINE, VERIFICATION AND STAKING MILE 1.51 1.51

A0003 15215-1000 SURVEY AND STAKING, APPROACH ROAD (CAMPSITE PARKING

STALLS) EACH 160 160

A0004 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0005 15401-0000 CONTRACTOR TESTING LPSM ALL

A0006 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0007 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 250 250

A0008 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 250 250

A0009 20303-1600 REMOVAL OF PAVEMENT, ASPHALT SQYD 200 200

A0010 20402-0000 SUBEXCAVATION CUYD 100 100

A0011 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 1,091 109 1,200

A0012 30402-1000 FULL DEPTH RECLAMATION, METHOD 1 SQYD 24,019 981 25,000

A0013 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 52.1 2.9 55.0

A0014 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 5,211 289 5,500

A0015 40601-0000 FOG SEAL TON 13.6 13.6

A0016 41101-1000 PRIME COAT, METHOD 1 TON 20.0 20.0

A0017 41201-0000 TACK COAT TON 9.1 9.1

A0018 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 30 30

A0019 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY

BUCKET, 18-INCH WIDTH HOUR 30 30

A0020 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY HOUR 30 30

A0021 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 30 30

A0022 62201-3500 LOADER, WHEEL, SKID STEER, 40HP MINIMUM HOUR 30 30

A0023 62301-0000 GENERAL LABOR HOUR 100 100

A0024 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES HOUR 20 20

A0025 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 10 10

A0026 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID LNFT 72 72

A0027 63405-0050 PAVEMENT MARKINGS, SYMBOLS EACH 18 18

A0028 63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR LPSM All ALL

A0029 63502-1000 TEMPORARY TRAFFIC CONTROL, CONE, TYPE 36-INCH EACH 20 20

A0030 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 20 20

A0031 63502-1400 TEMPORARY TRAFFIC CONTROL, VERTICAL PANEL EACH 40 40

A0032 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE

SIGN EACH 1 1

A0033 63502-3900 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN EACH 6 6

A0034 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 LNFT 64 64

A0035 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 240 240

MileStone: 100% Design Date Completed: 04/26/22 Report Date: 04/26/22

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A -A p r-

:4

A

M

Remarks and/or Determination of Estimated QuantityPay Item Description Unit

Estimated Quantities h tt p s:

d ja n d a .s h a re p o in t.

co m /s it es

/7 .0

C

FL

-G ra n d C a n yo n S o u th

R im

-M a th er P o in tC a m p g ro u n d /S h a re d D o cu m en ts /G en er a l/

E n g in ee ri n g /D o cs

/C o st

E st im a te s/ [E

E B A C S G

R C A S

R im

.x ls m ]S h ee t

STATE PROJECT

B1NP GRCA 272(1)AZ

SHEET

NUMBER

NPS PMIS NO.: 185013

74988

KEVIN R.

BLACK

/26

SURFACING

TABULATION OF

QUANTITIES

SIGNING AND

PAVEMENT

MARKINGS

TEMPORARY

TRAFFIC CONTROL

ALLOWANCES

Bid

Schedule

Y0001 15210-3000 CENTERLINE, VERIFICATION AND STAKING MILE 0.47 0.47

Y0002 15215-1000 SURVEY AND STAKING, APPROACH ROAD (CAMPSITE PARKING

STALLS) EACH 55 55

Y0003 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

Y0004 15401-0000 CONTRACTOR TESTING LPSM ALL

Y0005 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 318 32 350

Y0006 30402-1000 FULL DEPTH RECLAMATION, METHOD 1 SQYD 7,313 187 7,500

Y0007 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 15.9 4.1 20.0

Y0008 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 1,587 413 2,000

Y0009 40601-0000 FOG SEAL TON 4.1 4.1

Y0010 41101-1000 PRIME COAT, METHOD 1 TON 6.1 6.1

Y0011 41201-0000 TACK COAT TON 2.8 2.8

Y0012 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 10 10

Y0013 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY

BUCKET, 18-INCH WIDTH HOUR 10 10

Y0014 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY HOUR 10 10

Y0015 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 10 10

Y0016 62201-3500 LOADER, WHEEL, SKID STEER, 40HP MINIMUM HOUR 10 10

Y0017 62301-0000 GENERAL LABOR HOUR 50 50

Y0018 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID LNFT 40 40

Y0019 63405-0050 PAVEMENT MARKINGS, SYMBOLS EACH 4 4

-A p r-

:0

A

M

MileStone: 100% Design Date Completed: 04/26/22 Report Date: 04/26/22 h tt p s:

d ja n d a .s h a re p o in t.

co m /s it es

/7 .0

C

FL

-G ra n d C a n yo n S o u th

R im

-M a th er P o in tC a m p g ro u n d /S h a re d D o cu m en ts /G en er a l/

E n g in ee ri n g /D o cs

/C o st

E st im a te s/ [E

E B A C S G

R C A S

R im

.x ls m ]S h ee t (2

SUMMARY OF QUANTITIES - Option Y

A M E N D

Line Item No.

Pay Item Number

Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated Quantity

STATE PROJECT

B2NP GRCA 272(1)AZ

SHEET

NUMBER

NPS PMIS NO.: 185013

74988

KEVIN R.

BLACK

/29

SURFACING

TABULATION OF

QUANTITIES

SIGNING AND

PAVEMENT

MARKINGS

TEMPORARY

TRAFFIC CONTROL

ALLOWANCES

Bid

Schedule

Z0001 15210-3000 CENTERLINE, VERIFICATION AND STAKING MILE 0.39 0.39

Z0002 15215-1000 SURVEY AND STAKING, APPROACH ROAD (CAMPSITE PARKING

STALLS) EACH 9 9

Z0003 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

Z0004 15401-0000 CONTRACTOR TESTING LPSM ALL

Z0005 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 192 18 210

Z0006 30402-1000 FULL DEPTH RECLAMATION, METHOD 1 SQYD 4,442 158 4,600

Z0007 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 9.7 0.3 10.0

Z0008 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 964 36 1,000

Z0009 40601-0000 FOG SEAL TON 2.5 2.5

Z0010 41101-1000 PRIME COAT, METHOD 1 TON 3.7 3.7

Z0011 41201-0000 TACK COAT TON 1.7 1.7

Z0012 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 10 10

Z0013 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY

BUCKET, 18-INCH WIDTH HOUR 10 10

Z0014 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY HOUR 10 10

Z0015 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 10 10

Z0016 62201-3500 LOADER, WHEEL, SKID STEER, 40HP MINIMUM HOUR 10 10

Z0017 62301-0000 GENERAL LABOR HOUR 50 50

Z0018 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID LNFT 30 30

Z0019 63405-0050 PAVEMENT MARKINGS, SYMBOLS EACH 4 4

-A p r-

:4

A

M

MileStone: 100% Design Date Completed: 04/26/22 Report Date: 04/26/22 h tt p s:

d ja n d a .s h a re p o in t.

co m /s it es

/7 .0

C

FL

-G ra n d C a n yo n S o u th

R im

-M a th er P o in tC a m p g ro u n d /S h a re d D o cu m en ts /G en er a l/

E n g in ee ri n g /D o cs

/C o st

E st im a te s/ [E

E B A C S G

R C A S

R im

.x ls m ]S h ee t (3

SUMMARY OF QUANTITIES - Option Z

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

B3NP GRCA 272(1)AZ

SHEET

NUMBER

NPS PMIS NO.: 185013

74988

KEVIN R.

BLACK

/26

SUMMARIES

MISCELLANEOUS

Sheet 1 of 10

NPS PMIS NO.: 185013

:1

N o v e m b e r

M is c e ll a n o u s S u m m a r y

.0

C

F L

H D

G

R C

A S o u th R im

M a th e r

P o in t

C a m p g ro u n d

\D ra w in g s \D

G N

\S U

M (0

)G

R C

A .d g n

STATE PROJECT

NUMBER

SHEET

AZ

NP GRCA 272(1)

B4

ROUTES 0272

74988

KEVIN R.

BLACK

/26

Sheet 2 of 10

NPS PMIS NO.: 185013

:1

A p r il

M is c e ll a n o u s S u m m a r

.0

C

F L

H D

G

R C

A S o u th R im

M a th e r

P o in t

C a m p g ro u n d

\D ra w in g s \D

G N

\S U

M (0

)G

R C

A .d g n

STATE PROJECT

NUMBER

SHEET

AZ

NP GRCA 272(1)

B5

ROUTES 0272

74988

KEVIN R.

BLACK

/26

Sheet 3 of 10

NPS PMIS NO.: 185013

:1

A p r il

M is c e ll a n o u s S u m m a r

.0

C

F L

H D

G

R C

A S o u th R im

M a th e r

P o in t

C a m p g ro u n d

\D ra w in g s \D

G N

\S U

M (0

)G

R C

A .d g n

STATE PROJECT

NUMBER

SHEET

AZ

NP GRCA 272(1)

B6

ROUTES 0272

74988

KEVIN R.

BLACK

/26

Sheet 4 of 10

NPS PMIS NO.: 185013

:1

A p r il

M is c e ll a n o u s S u m m a r

.0

C

F L

H D

G

R C

A S o u th R im

M a th e r

P o in t

C a m p g ro u n d

\D ra w in g s \D

G N

\S U

M (0

)G

R C

A .d g n

STATE PROJECT

NUMBER

SHEET

AZ

NP GRCA 272(1)

B7

ROUTES 0272

74988

KEVIN R.

BLACK

/26

Sheet 5 of 10

NPS PMIS NO.: 185013

:1

A p r il

M is c e ll a n o u s S u m m a r

.0

C

F L

H D

G

R C

A S o u th R im

M a th e r

P o in t

C a m p g ro u n d

\D ra w in g s \D

G N

\S U

M (0

)G

R C

A .d g n

STATE PROJECT

NUMBER

SHEET

AZ

NP GRCA 272(1)

B8

ROUTES 0272

74988

KEVIN R.

BLACK

/26

Sheet 6 of 10

NPS PMIS NO.: 185013

:2

A p r il

M is c e ll a n o u s S u m m a r

.0

C

F L

H D

G

R C

A S o u th R im

M a th e r

P o in t

C a m p g ro u n d

\D ra w in g s \D

G N

\S U

M (0

)G

R C

A .d g n

STATE PROJECT

NUMBER

SHEET

AZ

NP GRCA 272(1)

B9

ROUTES 0272

74988

KEVIN R.

BLACK

/26

Sheet 7 of 10

NPS PMIS NO.: 185013

:2

A p r il

M is c e ll a n o u s S u m m a r

.0

C

F L

H D

G

R C

A S o u th R im

M a th e r

P o in t

C a m p g ro u n d

\D ra w in g s \D

G N

\S U

M (0

)G

R C

A .d g n

STATE PROJECT

NUMBER

SHEET

AZ

NP GRCA 272(1)

B10

ROUTES 0272

74988

KEVIN R.

BLACK

/26

Sheet 8 of 10

NPS PMIS NO.: 185013

:2

A p r il

M is c e ll a n o u s S u m m a r

.0

C

F L

H D

G

R C

A S o u th R im

M a th e r

P o in t

C a m p g ro u n d

\D ra w in g s \D

G N

\S U

M (0

)G

R C

A .d g n

STATE PROJECT

NUMBER

SHEET

AZ

NP GRCA 272(1)

B11

ROUTES 0272

74988

KEVIN R.

BLACK

/26

Sheet 9 of 10

NPS PMIS NO.: 185013

:2

A p r il

M is c e ll a n o u s S u m m a r

.0

C

F L

H D

G

R C

A S o u th R im

M a th e r

P o in t

C a m p g ro u n d

\D ra w in g s \D

G N

\S U

M (0

)G

R C

A .d g n

STATE PROJECT

NUMBER

SHEET

AZ

NP GRCA 272(1)

B12

ROUTES 0272

74988

KEVIN R.

BLACK

/26

Sheet 10 of 10

NPS PMIS NO.: 185013

:3

A p r il

M is c e ll a n o u s S u m m a r y

.0

C

F L

H D

G

R C

A S o u th R im

M a th e r

P o in t

C a m p g ro u n d

\D ra w in g s \D

G N

\S U

M (0

)G

R C

A .d g n

STATE PROJECT

NUMBER

SHEET

AZ

NP GRCA 272(1)

B13

ROUTES 0272

74988

KEVIN R.

BLACK

/26

SILT FENCE

6" min. trench

6" min.

18" min.

30" min.

24" min.

C157-50

DETAIL APPROVED FOR USE

REVISED: 08/2014 07/2020

A

M N C

F L D

P I T D r a w in g s F P F P

D e ta il s C .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY DETAIL

DETAIL

U s e r A n g e la .J o h n s o n

STATE PROJECT

NUMBER

SHEET

5.

4.

3.

2.

1.

713.16(a).

Furnish geotextile conforming to subsection

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

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

NO SCALE

PLAN

T o e o f s lo

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

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) See Typical Section Sheet

See note 5

Geotextile

See note 5

Geotextile

See note 5

Section A

Geotextile

Fasten fabric to posts.

each post one full turn.

Fold geotextile around

See note 5

Section B

Geotextile

AZ

NP GRCA 272(1)

ROUTES 0272 E1

NPS PMIS NO.: 185013

12" min.

DETAIL APPROVED FOR USE 01/2011

FIBER ROLL

Maximum spacing (ft)

9" Ø Fiber Roll

Flow

12" min.

L im it

C le a r in g

S ta k e

S lo

INSTALLATION DETAIL

FIBER ROLL AS PERIMETER CONTROL

uphill side of fiber roll

Place excavated material on

STATE PROJECT

NUMBER

SHEET

A

M N C

F L D

P I T D r a w in g s F P F P

D e ta il s C .d g n

U s e r A n g e la .J o h n s o n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY DETAIL

DETAIL

AT CULVERT OUTLET

FIBER ROLL

flared end section

Culvert inlet with

AT CULVERT INLET

FIBER ROLL

flared end section

Culvert outlet with Flow

D ire c tio n o f ru n o ff

Flow

FIBER ROLL LAPPING DETAIL

Stagger joints (typ.)

FIBER ROLL JOINT DETAIL

FIBER ROLL SLOPE LAYOUT

spacing table See Fiber Roll along contours

Install fiber rollsWood stakes

Fiber Roll

Slope

Fiber Roll

Pay Limits

Pay Limits overlap 12" (min.)

Fill slope

C157-55 side of fiber roll material on uphill

Place excavated

Flow Flow

54" or larger

Culvert Size

24" or smaller

30" to 48"

9" Ø Fiber Roll length (ft)

FIBER ROLLS AT CULVERTS*

needed due to project-specific conditions.

top of the culvert inlet only. Adjust length as

*Approximate length shown for rolls across the

See note 6 control runoff culvert as needed to

Install fiber rolls below

6.

5.

4.

3.

2.

1.

disturbance.

and all water entering the culvert is crossing the disturbance is on both the road and around the culvert

Place fiber rolls all the way around the inlet when the under it.

water is forced to flow through fiber roll rather than against upstream side of fiber roll to ensure storm with trench bottom and sides. Tamp soil backfill to the contour. Place fiber rolls in continuous contact

For fiber rolls on bare soil, construct trenches parallel

Expose stakes 2" above top of fiber roll.

Drive stakes into undisturbed soil at least 12" deep.

from each end.

2' o.c. max. culverts. Stake fiber rolls 6-inches stakes. Space stakes 4' o.c. max. on slopes and

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

section of fiber roll, do not allow the fiber roll to

Install fiber rolls along slope contours. For any 20' to installation.

Repair all rills or gullies and properly compact prior

A A

Trench 2" min.

See no te 3

See no te 3

2" min.

Trench table for length requirements

See Fiber Rolls at Culverts culvert inlet

Install fiber rolls around table for length requirements

See Fiber Rolls at Culverts culvert outlet

Install fiber rolls around

Flow

Fiber roll roll 2" min.

Trench fiber

SECTION A-A

REVISED: 12/2017

Flow

NO SCALE

1V:4H or flatter

Slope Gradient

1V:2H or steeper

STAKE DETAIL

uphill side of fiber roll

Place excavated material on

Fill or cut slope

FIBER ROLL SPACING TABLE*

project-specific conditions.

*Approximate spacing shown. Adjust spacing as needed due to

Between 1V:4H and 1V:3H

Between 1V:3H and 1V:2H

ROUTES 0272 E2

to Subsection 418.03

Remove pavement according

4" Roadway Aggregate pavement

Existing base course

Existing

NOTE:

1.

conditions encountered at time of construction.

Extent of patch to be determined by the CO based on

2.

3.

material.

Asphalt millings can be used as acceptable crushed aggregate

SUBEXCAVATION DETAIL

SUBEXCAVATION

NO SCALE

item. See Section 204.

All items shown within the pay limits are included in the pay select granular

18" Unclassified borrow or

4.

prior to paving.

Complete full-depth reclamation after completing patch and

Native subgrade

NPS PMIS NO.: 185013

method 1, 4" depth

Full depth reclamation, to a depth of 22" base and subgrade material

Removed damaged pavement, 4" compacted depth (Placed in 2 lifts)

Asphalt Concrete Pavement, Type 1, Pay Limits

:4

A u g u s t

B a s e .B

O R

D V

.1

\O p e n R o a d s D e s ig n e r

C E

\C o n fi g u ra ti o n \O rg a n iz a ti o n -C iv il

\F L

H S u rv

F t_

S ta n d a rd s -W

S .1

V \C e ll

\C F

L -B o rd e rs

.c e l

STATE PROJECT

NUMBER

SHEET

AZ

ROUTES 0272

NP GRCA 272(1) T1

74988

KEVIN R.

BLACK

/26

STRAIGHT ARROW SYMBOL

NOTES:

3.

2.

1.

NO SCALE

C634-01

NO SCALE

SYMBOLS AND WORDS

PAVEMENT MARKINGS

distance.

Locate 12" wide stop bar to allow sufficient sight latest edition.

accordance with the "Standard Highway Signs", Place all letters, numerals, and symbols in

Control Devices'' (MUTCD), latest edition.

accordance with the ''Manual on Uniform Traffic

Place pavement word and symbol markings in

Varies

STOP BAR

Extend full width of the traveled way

U.S. CUSTOMARY SPECIAL

14"12"14"

NPS PMIS NO.: 185013

:4

A u g u s t

B a s e .B

O R

D V

.1

\O p e n R o a d s D e s ig n e r

C E

\C o n fi g u ra ti o n \O rg a n iz a ti o n -C iv il

\F L

H S u rv

F t_

S ta n d a rd s -W

S .1

V \C e ll

\C F

L -B o rd e rs

.c e l

SPECIAL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

AZ

NP GRCA 272(1)

T2

ROUTES 0272

74988

KEVIN R.

BLACK

/26

Traffic flow

Traffic flow

WORK SPACE

W20-3

6" (max.)6" (max.)

Centerline of pavement

ROAD CLOSED TO ALL TRAFFIC

ELEVATION

BUFFER SPACE

ground-mounted post.

If signs will be in place more than 72 consecutive hours, use in the buffer space.

Do not allow equipment, materials, or vehicles to be parked or stored field conditions as approved by the CO.

Final location and spacing of signs and devices may be changed to fit

3.

2.

1.

light (optional)

Type B warning

VARIABLE150'100'

with R11-2

Barricade Type 3

ROAD

CLOSED

ROAD

CLOSED

ROAD

CLOSED

100 FT

light

Type B warning

ROAD CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

:4

A u g u s t

B a s e .B

O R

D V

.1

\O p e n R o a d s D e s ig n e r

C E

\C o n fi g u ra ti o n \O rg a n iz a ti o n -C iv il

\F L

H S u rv

F t_

S ta n d a rd s -W

S .1

V \C e ll

\C F

L -B o rd e rs

.c e l

NPS PMIS NO.: 185013

STATE PROJECT

NUMBER

SHEET

AZ

ROUTES 0272

NP GRCA 272(1)

T3

74988

KEVIN R.

BLACK

/26

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

ROAD WORK

END

WORK

ROAD

AHEAD

ROAD WORK

END

ROAD WORK

END

ROAD WORK

END

WORK

ROAD

AHEAD

WORK

ROAD

AHEAD

Expressway / Freeway

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

W13-1P

(optional)

W13-1P

(optional) xx

MPH

xx

MPH

STANDARD APPROVED FOR USE 6/2005

DRAFT: 6/2014

REVISED:

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

STATE PROJECT

NUMBER

SHEET

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

B o r d e r .U

S c m y fi le s p w p r o d u c ti o n d F L

H C e ll s .d g n li b

F e b r u a r y

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

G20-2

G20-2

G20-2

G20-1

See Note 11

G20-1

See Note 11

M in o r R o a d

M a jo r R o a d

W20-1

See Note 10

W20-1

See Note 10

W20-1 over

W16-8P

See Note 9

W20-1 over

W16-8P

See Note 9

W20-1

Ro ad N am e

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

W20-1

See Note 10

W20-1

See Note 10

G20-2

Erect all project advance warning signs before starting construction work.

Not all details shown on the temporary traffic control sheets may be applicable to this project. The Contractor may add or delete information and details in this traffic control plan as necessary to accommodate actual operations.

Where advance warning signs, placed as shown, interfere with permanent signs, locate the warning signs as determined by the CO for best results. Vary messages as required.

Additional or different message signs may be required to fit the actual construction conditions.

Install advisory speed plates under the W20 series warning signs as needed to indicate a maximum recommended speed through the construction area.

Ensure all sign supports exposed to impact by traffic meet the requirements of

NCHRP-350 or MASH for crashworthiness.

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

Do not store traffic control devices along the roadway when not in use. Cover post-mounted signs when not applicable.

If W20-1 is placed on a roadway other than that on which the actual construction work occurs, include a supplementary plaque indicating the name of the road on which the construction does occur (applies to major roads only).

The message on the W20-1 signs may be "ROAD WORK AHEAD" or may specify the distance to the work area in feet or in miles. Install an additional W20-1 each end of the project. Show the distance on the G20-1 sign to the nearest whole mile.

If signing on a roadway under a jurisdiction other than the client agency, verify that an encroachment permit has been obtained.

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

Refer to the Section 635 of the Special Contract Requirements for allowable retroreflective sheeting types.

A

B

C

(S ee S ig n

Sp ac in g

Ta bl e)

ADVANCE

W

ARNI

NG

AREA

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

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

ROUTES 0272

T4

WIDTH

"X"

AREA

NUMBER

OF POSTS

POST SIZE D HOLE SIZE

WOOD POST SELECTION TABLE

SINGLE POST SIGN TWO POST SIGN

SIGN INSTALLATION ANGLE

POST DETAIL

S e e N o te

S e e N o te

See Note 4 E d g e o f tr a v e le d w a y

E d g e o f p a v e d s h o u ld e r

CL

NO SCALE

Post

Local tangent

Bottom of sign panel

X

H

H

D

H

0.75X

X

X

H

Y D

H

0.2X

0.6X

0.2X

D

See post detail (typ.)

Break-away holes.

Long side of post

D

90°

93°

635-14

STANDARD APPROVED FOR USE 6/2005

DRAFT: 10/2017

REVISED:

6" x 6" or larger.

Use 7' minimum spacing between posts for sign posts and 6' minimum mounting height for secondary sign.

use 7' minimum mounting height for main sign a minimum lateral distance of 1' behind the face of lateral offset of 2' may be used. In areas with curbs, Diamond ≤ 48"

> 30'

> 17'

12' - 16'

> 13'

< 10

65 - 95

65 - 95

50 - 65

50 - 65

20 - 50

10 - 20

10 - 20

6 x 6

4 x 6

4 x 6

6 x 6

4 x 6

4 x 4

6 x 6

4 x 6

4 x 4

(INCH) (INCH)

(INCH)(SQFT)

Other Shapes ≤ 48" Diamond ≤ 36"

Other Shapes ≤ 12' Diamond ≤ 48"

200' m in m in

6' - 12'

WOOD POSTS

SIGN INSTALLATION

TEMPORARY TRAFFIC CONTROL

" dia. bolts 4 1Attach sign panels with a minimum of 2 -

STATE PROJECT

NUMBER

SHEET

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

o r d e r .U

S c m y fi le s p w p r o d u c ti o n d F L

H C e ll s .d g n li b

F e b r u a r y

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

1.5

1.5

1.5

1.5

1.

2.

3.

4.

5.

6.

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

per post.

H1 and H2 = Overall post length.

Select post lengths to fit field conditions.

D = Post embedment depth for average soil conditions.

In areas where lateral distance is limited, a minimum the curb may be used.

In pedestrian locations, or in areas with obstructed views, NOTE:

See table for hole size parallel to sign face.

Field drill holes through post

ROUTES 0272

T5