Plans.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 A

Z a z R o a d w a y C

A D

D S h e e ts A G e n s h t\ s y m .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r k e n t.

s te in h a u s

NUMBER

SHEET

AZ

AZ FLAP 234(3)

LAKE MARY ROAD

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

Sheet 2 of 2

A3

FDR

PEOP

EEOP

Full Depth Reclamation

Proposed Edge of Pavement

Edge of Existing Pavement

Articulated concrete blocks

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 A

Z a z R o a d w a y C

A D

D S h e e ts A G e n s h t\ s y m .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r k e n t.

s te in h a u s

NUMBER

SHEET

AZ

REVISIONS (OR CHANGE NOTICES)

DESCRIPTION

NO.

DATE INIT.

Created 3/5/15 klw

A4

SURVEY CONTROL

STATE PROJECT

A

M N A

Z a z R o a d w a y C

A D

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

S u r v e y

C o n tr o l.

d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r k e n t.

s te in h a u s

NUMBER

SHEET

AZ

REVISIONS (OR CHANGE NOTICES)

DESCRIPTION

NO.

DATE INIT.

Created 3/5/15 klw

A5

SURVEY CONTROL

STATE PROJECT

A

M N A

Z a z R o a d w a y C

A D

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

S u r v e y

C o n tr o l.

d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r k e n t.

s te in h a u s

NUMBER

SHEET

AZ

Flagstaff

A Z

L a k e M a r y R o a d

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

M o r m o n L a k e R o a d

Lake

Mormon

Scale in Miles

Station 1022+80.29

Begin Project

Segment 2

Lake Mary Road

AZ FLAP 234(3)

Station 1140+40.00

Begin Segment 1

End Segment 2

Lake Mary Road

AZ FLAP 234(3)

Station 1415+33.48

End Segment 1

End Project

Lake Mary Road

AZ FLAP 234(3)

34 Miles to Winslow

30 Miles to Williams

SITE MAP

State Highway 87

7 Miles to

Coconino National Forest

Coconino National Forest

Coconino National Forest

Prescott National Forest

Kaibab National Forest

A6

Stations 101+93.49 to 103+00.32

Willow Valley Creek Bridge

Lake Mary Road

AZ FLAP 234(3)

Staging Area (Equipment Only)

Diversion Park

Forest Hwy 3

AZ 234(3) Lake M ary Road

F o r e s t H w y

A Z

L a k e M a r y R o a d

STATE PROJECT

A

M N A

Z a z 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 .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r k e n t.

s te in h a u s

NUMBER

SHEET

AZ

Station to Station

LENGTH OF PROJECT

TOTAL (mi)

(ft)

Roadway

(ft)

Bridge

NO SCALE

TOTALS (ft)

NOTE:

Average Existing Width

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

Existing superelevated and widened sections are not shown.

2.

1.

11,759.71

1140+40 to 1415+33.48

32'

Variable

Existing Slope Variable

Existing Slope

Traveled WayTraveled Way

Match existing Match existing

See Detail A

Construction Limits

Shoulder

Pulverized Width

Traveled way structural section details

See mainline typical section for

Foreslope

DETAIL A

1:4 or fl atte r

4'3'

(safety edge) pavement edge

30° - 35°

Construct Fog sealPrime coat

Tack coat (between lifts)

12'12'

1022+80.29 to 1140+40.00

EXISTING TYPICAL SECTION

1022+80.29 to 1140+40

27,493.48

39,253.19

7.45

SEGMENT 2

MAINLINE

TYPICAL SECTIONS

4' Shdr4' Shdr

16' Clear Zone 16' Clear Zone varies from 12" to 30".

Existing granular gravel/sand layer varies from 4.5" to 9".

Existing asphalt pavement depth pavement and base course

8" FDR existing

A7

101+93.49 to 103+00.32 106.83 rumble strip.

Install centerline

Rumble stripe paid for under Pay Item 63313-1000, Rumble Strip, Shoulder.

to stay on the existing bench.

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

Apply tack coat to the first lift before to placing the second lift.

Place asphalt concrete pavement in two lifts.

whichever is greater.

Pulverize to a depth of 8"or 1" below the depth of the pavement

Pulverize the existing paved width or as directed by the CO.

stripe.

6. Install rumble

6.

5.

4.

3.

stripe.

6. Install rumble for drainage and appearance.

concrete pavement. Shape and compact as necessary

(pay item 30101-4000) after placement of asphalt section. Shoulder up with Aggregate Base

Incorporate pulverized material into the mainline base

Remove all pulverized asphalt material from this section.

1022+80.29 to 1140+40.00

TYPICAL SECTION

pavement placed in two lifts

3.5" asphalt concrete

STATE PROJECT

A

M N A

Z a z R o a d w a y C

A D

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

R ty p .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r k e n t.

s te in h a u s

NUMBER

SHEET

AZ

Average Existing Width

28'

Va ria ble

Ex isti ng Sl op e

Traveled WayTraveled Way

See Detail A

Fog sealPrime coat

Tack coat (between lifts)

12'12'

1140+40.00 to 1415+33.93

EXISTING TYPICAL SECTION

U s e r k e n t.

s te in h a u s

Existing ground

16' Clear Zone 16' Clear Zone

2-3'

SEGMENT 1

MAINLINE

3R TYPICAL SECTIONS

4' Shdr4' Shdr

Shoulder

Pulverized Width

Traveled way structural section details

See mainline typical section for

Foreslope

DETAIL A

1:4 or fl atte r

4'3'

(safety edge) pavement edge

30° - 35°

Construct and base course existing pavement

8" FDR

A8

Slope Stake Limit

7.

NOTE:

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

Existing superelevated and widened sections are not shown.

2.

1.

5'

Construction and Clearing Limits varies from 12" to 30".

Existing granular gravel/sand layer depth varies from 4.5" to 9".

Existing asphalt pavement depth rumble strip

Install centerline rumble stripe

8. Install

8. Install rumble stripe

Rumble stripe paid for under Pay Item 63313-1000, Rumble Strip, Shoulder.

See the cross sections for cut and fill slope ratios.

slope ratios may be adjusted by the CO to assure adequate drainage and stability.

The gradient and width of roadway ditches and the excavation and embankment to stay on the existing bench for the left side only.

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

Apply tack coat to the first lift prior to placing the second lift.

Place asphalt concrete pavement in two lifts.

whichever is greater.

Pulverize to a depth of 8" or 1" below the depth of the pavement

Pulverize the existing paved width or as directed by the CO.

8.

7.

6.

5.

4.

3.

Topsoil and Seeding Limits

Existing

2% (typ.) 2% (typ.)

1308+60 to 1405+93

1308+60 to 1409+25 Lt.

1140+40 to 1298+00

TYPICAL SECTION

pavement placed in two lifts

3.5" asphalt concrete pavement placed in two lifts

3.5" asphalt concrete base

8" Aggregate for drainage and appearance.

concrete pavement. Shape and compact as necessary

(pay item 30101-4000) after placement of asphalt section. Shoulder up with Aggregate Base

Incorporate pulverized material into the mainline base

Remove all pulverized asphalt material from this section.

Va ria ble

Ex isti ng Sl op e

Traveled WayTraveled Way

See Detail A

Fog sealPrime coat

Tack coat (between lifts)

12'12'

Existing ground

16' Clear Zone 16' Clear Zone

2-3'

4' Shdr4' Shdr and base course existing pavement

8" FDR

Slope Stake Limit

7.

5'

Construction and Clearing Limits rumble strip

Install centerline rumble stripe

8. Install

8. Install rumble stripe

Topsoil and Seeding Limits

Existing

2% (typ.) 2% (typ.)

1308+60 to 1405+93

1308+60 to 1409+25 Lt.

1140+40 to 1298+00

TYPICAL SECTION

pavement placed in two lifts

3.5" asphalt concrete pavement placed in two lifts

3.5" asphalt concrete base

8" Aggregate

.5

1:

(m ax

STATE PROJECT

A

M N A

Z a z R o a d w a y C

A D

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

R ty p .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r k e n t.

s te in h a u s

NUMBER

SHEET

AZ

16' Clear zone

12' 12'

16' Clear zone

3.8' 3.8'

Hinge point

See plans for locations of curves and superelevations

METHOD OF SUPERELEVATION ON CURVES

NOTE:

Min. superelevation 2% 6% Max. superele vation

Normal crown -2% -2% Normal crown superelevation

Pivot point for

1:4

DETAIL A

30° - 35°

5'

Asphalt concrete pavement

Average Existing Width

28'

4' 4'8'

19.8'19.8'

5'

1298+00 to 1308+60

EXISTING TYPICAL SECTION

SEGMENT 1

MAINLINE

4R TYPICAL SECTIONS

A9

B=5' F=5' varies from 12" to 30".

Existing granular gravel/sand layer depth varies from 4.5" to 9".

Existing asphalt pavement depth

Aggregate

Roadway

See Detail A

1:3 limit

Slope stake and seeding limits

Topsoil

Subgrade

Traveled way Shldr.

2% rumble strip

Install centerline pavement)

(top of

Profile grade top asphalt lift)

(applied to

Fog seal

2% first asphalt lift)

(applied prior to

Prime coat asphalt lifts)

(applied between

Tack coat

1:4 ditch

Graded

1. Shldr.

Traveled way

Subgradeand seeding limits

Topsoil limit

Slope stake

Cut slope

(variable) 2.

cut slope

Rounded

3.

Existing ground grade

Profile

Clearing and construction limits

Placed in two lifts concrete pavement

3.5" Asphalt rumble stripe

Install

Install rumble stripe4.

4.

Rumble stripe paid for under Pay Item 63313-000, Rumble Strip, Shoulder.

reduce the B and F dimensions to the actual cut height.

Round all earth slopes and all rippable rock slopes. For cut heights less than B, See the cross sections for cut and fill slope ratios.

slope ratios may be adjusted by the CO to assure adequate drainage and stability.

The gradient and width of roadway ditches and the excavation and embankment

4.

3.

2.

1.

8" Aggregate base

16' Clear zone

12' 12'

16' Clear zone

3.8' 3.8'

Hinge point

4' 4'

19.8'19.8'

5'

See Detail A

1:6 limit

Slope stake and seeding limits

Topsoil

Subgrade

Traveled way Shldr.

2% rumble strip

Install centerline pavement)

(top of

Profile grade top asphalt lift)

(applied to

Fog seal

2% first asphalt lift)

(applied prior to

Prime coat asphalt lifts)

(applied between

Tack coat

Shldr.

Traveled way

Subgradeand seeding limits

Topsoil

1300+00 to 1303+00

TYPICAL SECTION

Clearing and construction limits

Placed in two lifts concrete pavement

3.5" Asphalt rumble stripe

Install

Install rumble stripe4.

4.

8" Aggregate base

1:2 (m ax)

Hinge point

Existing ground

1:6

1:

(m ax

1303+00 to 1308+60

1298+00 to 1300+00

TYPICAL SECTION

5' limit

Slope stake sides of roadway) right and left base(Detail applies to both

Shoulder up with aggregate edge (safety edge)

Construct 30° - 35° pavement

STATE PROJECT

A

M N A

Z a z R o a d w a y C

A D

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

R ty p .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r k e n t.

s te in h a u s

NUMBER

SHEET

AZ

Va ria ble

Ex isti ng Sl op e

Traveled WayTraveled Way

Match existing Match existing

Fog sealPrime coat

Tack coat (between lifts)

12'12'

16' Clear Zone 16' Clear Zone

10'

1:4

New

2-3' ground

Existing

1:4

4' Shdr4' Shdr

.5 and base course existing pavement

8" FDR

Slope Stake Limit

Construction and Clearing Limits

Widening

Varies

Widening

Varies

1405+93 to 1411+93 Rt.

1409+25.00 to 1410+33 Lt.

MORMON LAKE INTERSECTION WIDENING

TYPICAL SECTION

Va ria ble

Ex isti ng Sl op e

Match existing Match existing

Fog sealPrime coat

Tack coat (between lifts)

12'12'

16' Clear Zone 16' Clear Zone

10'

1:4

New

2-3' ground

Existing

1:4

4' Shdr 4' Shdr and base course existing pavement

8" FDR

Slope Stake Limit

Construction and Clearing Limits

Through Lane

12'

Acceleration Lane

12'

Through LaneLeft Turn Lane

SEGMENT 1

TYPICAL SECTIONS

MORMON LAKE INTERSECTION

1411+93 to 1415+33.48 Rt.

1410+33 to 1415+33.48 Lt.

MORMON LAKE INTERSECTION WIDENING

TYPICAL SECTION

7.

NOTE:

2.

1.

be varied by the CO.

Dimensions shown are approximate and may

Existing superelevated and widened sections are not shown.

on Sheet A7

See Detail A on Sheet A7

See Detail A pavement placed in two lifts

3.5" Asphalt concrete pavement placed in two lifts

3.5" Asphalt concrete pavement placed in two lifts

3.5" Asphalt concrete pavement placed in two lifts

3.5" Asphalt concrete

Aggregate

8" Roadway

1' Sawcut

8. Install rumble stripe

8. Install rumble stripe

Rumble Strip, Shoulder

Rumble stripe paid for under Pay Item 63313-1000, See the cross sections for cut and fill slope ratios.

the CO to assure adequate drainage and stability.

excavation and embankment slope ratios may be adjusted by

The gradient and width of roadway ditches and the the CO.

Construct a 1:4 foreslope unless otherwise directed by

Apply tack coat to the first lift prior to placing the second lift.

Place asphalt concrete pavement in two lifts.

pavement whichever is greater.

Pulverize to a depth of 8" or 1" below the depth of the

Pulverize the existing paved width or as directed by the CO.

8.

7.

6.

5.

4.

3.

8. Install rumble stripe

8. Install rumble stripe

Base

8" Aggregate

5'

5'

Topsoil and Seeding Limits

Topsoil and Seeding Limits

A10 rumble stripe

Install Centerline rumble stripe

Install Centerline

Slope Stake Limit

Slope Stake Limit

STATE PROJECT

A

M N A

Z a z R o a d w a y C

A D

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

R ty p .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r k e n t.

s te in h a u s

NUMBER

SHEET

AZ

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.

APPROACH ROADS

TYPICAL SECTIONS

CLASSTYPE

APPLICATION

SAMPLE

Paved apron

ADT ≥ 200

100 ≤ ADT < 199

25 ≤ ADT < 100

ADT < 25

Minimum 2-Way Use

Logging Truck Use

Farm Equipment

Minimum 1-Way Use

Field Access

A

E

D

C

B

A

D

C

B

A

* Match existing

(ft)

W

WIDTH

MIN.

(ft)

R

RADIUS

MIN.

N/A

U s e r k e n t.

s te in h a u s

4' (typ.)

4' (typ.)

4' (typ.)

M a in li e

A

A B

B

TYPICAL PLAN

TYPE 3

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

3.

Total length

Paved length

90° W pavement edge

Asphalt concrete

4" Aggregate base s = 1:4 for type 2 approach s = 1:3 for type 1 approach d = 3' for type 2 approach d = 2' for type 1 approach

1.3'

W

1.3' d

Variable

V a ria b le s

SECTION B-B

Aggregate base edge

Subgrade edge

End Section A-A

A11

A

B

A

B

M a in li

Mainline

±2%

TYPICAL PROFILE

Shoulder edge

A

V a ria b le

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

TYPICAL SYMBOL

grade (optional)

Typical maximum design

SECTION A-A

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

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

NOTE:Paved length

(1:6 desirable)

1:4 or flatter base edge

Aggregate thicknesses and foreslopes.

Refer to mainline typical sections for structural section

Approach Road

TYPICAL PLAN

TYPES 1 & 2

APPROACH ROAD

STATION

CLASS

TYPE

REMARKS

APPROACH ROAD SUMMARY

Flatten slope road connection on plan and profile sheet

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

Under special conditions, the approach road angle 8.

4.

3.

8.

2.

1.

6.

2.

6.

2.

6.

7.

Subgrade edge

Subgrade edge

Aggregate base edge

End Section A-A

Type

Class

Mainline stationing

Typical maximum grade ±10%VPI

VPC

90°

Typical culvert location edge subgrade

Normal

R

(ft)

LENGTH

PAVED

(ft)

LENGTH

TOTAL

Variable

W

Variable

3' minimum 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 roads with widths greater than 15 feet.

Apply the normal mainline crown section to approach

20' desired

15' min.

16'x

Total length

R1

(ft)

R

(ft)

R

(ft)

W 1 2

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

Mormon Lake Rd. Lt.

1365+07 Lt.

1277+70 Lt.

1277+64 Rt.

1265+49 Rt

1194+61 Lt.

1164+78 Rt.

1159+32 Rt.

1135+14 Rt.

1135+14 Lt.

1112+17 Lt.

1086+96 Rt.

1083+36 Lt.

1075+81 Rt.

1049+75 Rt.

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

STATE PROJECT

A

M N A

Z a z R o a d w a y C

A D

D S h e e ts A G e n s h t\ ty p a p .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r k e n t.

s te in h a u s

NUMBER

SHEET

AZ

Sheet and Description

B5 B6 B7 B8 B9-B13 B14 B15 - B16 S1-S24 S25-S41

Survey and Staking Grading Surfacing Drainage

Permanent Traffic Control

Temporary Traffic Control

Miscellaneous Bridge

Structure Sheets

Culvert Structure Sheets

ALLOWANCE Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15210-3000 CENTERLINE, VERIFICATION AND

STAKING MILE 2.227 2.227

A0060 15214-1000 SURVEY AND STAKING, BRIDGE LPSM ALL

A0080 15215-3000 SURVEY AND STAKING, DRAINAGE

STRUCTURE EACH 5 5

A0100 15225-0000 SLOPE, REFERENCE, AND

CLEARING AND GRUBBING CONTROL MILE 5.201 5.201

A0120 15236-2000 SURVEY CONTROL, GRADE

FINISHING MILE 10.400 10.400

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 As directed by the CO.

FENCE LNFT 100 100

A0220 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 1,930 1,266 3,196

A0240 15706-0200 SOIL EROSION CONTROL, CHECK

DAM EACH 35 3 38

A0260 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A0280 20101-0000 CLEARING AND GRUBBING ACRE 35.9 35.9

A0300 20301-2400 REMOVAL OF SIGN EACH 48 6 54

A0320 20302-1200 REMOVAL OF GUARDRAIL LNFT 865 35 900

A0340 20304-1000 REMOVAL OF STRUCTURES AND Removal of Box

OBSTRUCTIONS Culvert, Wingwalls, LPSM ALL and Guardrail/Walls

A0360 20304-4000 REMOVAL OF BRIDGE

SUPERSTRUCTURE LPSM ALL

A0380 20402-0000 SUBEXCAVATION CUYD 1,000 1,000 As directed by the CO.

A0400 20420-0000 EMBANKMENT CONSTRUCTION CUYD 12,095 2,905 15,000

A0420 20425-1000 DITCH, EXCAVATION LNFT 40 10 50

A0440 20801-0000 STRUCTURE EXCAVATION CUYD 40 254 294 Contract Quantity

A0460 20802-0000 FOUNDATION FILL CUYD 33 33 Contract Quantity

A0480 20803-0000 STRUCTURAL BACKFILL CUYD 20 188 208 Contract Quantity

A0500 20810-0000 SHORING AND BRACING LPSM ALL

A0520 25101-2400 PLACED RIPRAP, METHOD B,

CLASS 4 CUYD 50 10 60

A0540 25210-0000 ROCKERY SQFT 800 100 900

A0560 25306-1000 REVETMENT MAT, ARTICULATED

CONCRETE BLOCK SQYD 490 50 540

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

1- N ov -2

:5

A M

N

A Z \a z2

(3

R oa dw ay

\E st im at es _S ch ed ul es

\E ng in ee r Es tim at es

EE

_N ew .x ls x]

S he et

STATE PROJECT

B.1 AZ FLAP 234(3) AZ

SHEET

NUMBER

Survey and Staking Grading Surfacing Drainage

Permanent Traffic Control

Temporary Traffic Control

Miscellaneous Bridge

Structure Sheets

Culvert Structure Sheets

ALLOWANCE Bid Schedule

A0580 27001-1000 GROUT, CEMENT CUYD 25 25

A0600 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 13,588 1,412 15,000

A0620 30402-5500 FULL DEPTH RECLAMATION,

METHOD 2, 8-INCH DEPTH SQYD 126,372 12,628 139,000

A0640 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 27,099 2,901 30,000

A0660 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 271 29 300

A0680 40601-0000 FOG SEAL TON 56 4 60

A0700 41102-1000 PRIME COAT, METHOD 1 SQYD 139,567 5,433 145,000

A0720 41201-0000 TACK COAT TON 56 4 60

A0740 55201-0200 STRUCTURAL CONCRETE, CLASS A Contract Quantity

(AE) CUYD 117 135 252

A0760 55401-1000 REINFORCING STEEL LB 800 22,200 23,000 Contract Quantity

A0780 55401-2000 REINFORCING STEEL, EPOXY Contract Quantity

COATED LB 33,000 33,000

A0800 55502-0000 STRUCTURAL STEEL, FURNISHED, Contract Quantity

FABRICATED, AND ERECTED LB 102,300 102,300

A0820 55601-1100 BRIDGE RAILING, STEEL, TWO Contract Quantity

RAIL LNFT 214 214

A0840 56401-1000 BEARING DEVICE, ELASTOMERIC EACH 28 28 Contract Quantity

A0860 60201-0600 18-INCH PIPE CULVERT LNFT 124 6 130

A0880 60201-0800 24-INCH PIPE CULVERT LNFT 28 7 35

A0900 60201-1000 36-INCH PIPE CULVERT LNFT 7 3 10

A0920 60210-0600 END SECTION FOR 18-INCH PIPE

CULVERT EACH 17 3 20

A0940 60210-0800 END SECTION FOR 24-INCH PIPE

CULVERT EACH 6 4 10

A0960 60210-1000 END SECTION FOR 36-INCH PIPE

CULVERT EACH 1 1 2

A0980 60220-4100 12 FEET SPAN, 9 FEET RISE

PRECAST REINFORCED CONCRETE

BOX CULVERT LNFT 82 3 85

A1000 61701-1250 GUARDRAIL SYSTEM G4, TYPE 2,

CLASS A WOOD POSTS LNFT 176 25 201

A1020 61702-0800 TERMINAL SECTION TYPE TANGENT EACH 4 4

A1040 61707-0000 STRUCTURE TRANSITION RAILING LNFT 83 83 Contract Quantity

A1060 61901-0600 FENCE, BARBED WIRE LNFT 1,000 1,000

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

1- N ov -2

:5

A M

N

A Z \a z2

(3

R oa dw ay

\E st im at es _S ch ed ul es

\E ng in ee r Es tim at es

EE

_N ew .x ls x]

S he et

2)

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B.2 AZ FLAP 234(3) AZ

Survey and Staking Grading Surfacing Drainage

Permanent Traffic Control

Temporary Traffic Control

Miscellaneous Bridge

Structure Sheets

Culvert Structure Sheets

ALLOWANCE Bid Schedule

A1080 62201-0200 DUMP TRUCK, 8 CUBIC YARD

MINIMUM CAPACITY HOUR 40 40

A1100 62201-0950 WHEEL LOADER, 3 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 40 40

A1120 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM

BLADE HOUR 40 40

A1140 62201-3300 HYDRAULIC EXCAVATOR, 3/4

CUBIC YARD MINIMUM CAPACITY HOUR 40 40

A1160 62301-0000 GENERAL LABOR HOUR 40 40

A1180 62302-1000 SPECIAL LABOR, HIRED

TECHNICAL SERVICES HOUR 40 40

A1200 62302-1100 SPECIAL LABOR, HIRED SURVEY

SERVICES HOUR 40 40

A1220 62407-0000 PLACING CONSERVED TOPSOIL CUYD 7,797 203 8,000

A1240 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 12.0 12.0

A1260 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 12.0 12.0

A1280 63301-0000 SIGN SYSTEM EACH 55 55

A1300 63308-2000 OBJECT MARKER, TYPE 2 EACH 70 10 80

A1320 63309-0100 DELINEATOR, TYPE 1 EACH 246 24 270

A1340 63313-0000 RUMBLE STRIP LNFT 36,137 2,863 39,000

A1360 63313-1000 RUMBLE STRIP, SHOULDER LNFT 75,841 3,159 79,000

A1380 63402-0300 PAVEMENT MARKINGS, TYPE B,

SOLID MILE 38.7 2.3 41.0

A1400 63402-0400 PAVEMENT MARKINGS, TYPE B,

BROKEN MILE 8.2 1.8 10.0

A1420 63405-0050 PAVEMENT MARKINGS, SYMBOLS EACH 1 1

A1440 63405-0500 PAVEMENT MARKINGS, TYPE B,

TURN ARROW EACH 1 1

A1460 63405-0550 PAVEMENT MARKINGS, TYPE B,

STRAIGHT ARROW EACH 1 1

A1480 63501-1000 TEMPORARY TRAFFIC CONTROL,

TRAFFIC CONTROL SUPERVISOR LPSM ALL

A1500 63502-0700 TEMPORARY TRAFFIC CONTROL,

CONE EACH 500 500

A1520 63502-1300 TEMPORARY TRAFFIC CONTROL,

DRUM EACH 500 500

A1540 63502-1600 TEMPORARY TRAFFIC CONTROL, As directed by the CO.

WARNING LIGHT TYPE B EACH 8 8

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

1- N ov -2

:5

A M

N

A Z \a z2

(3

R oa dw ay

\E st im at es _S ch ed ul es

\E ng in ee r Es tim at es

EE

_N ew .x ls x]

S he et

3)

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B.3 AZ FLAP 234(3) AZ

Survey and Staking Grading Surfacing Drainage

Permanent Traffic Control

Temporary Traffic Control

Miscellaneous Bridge

Structure Sheets

Culvert Structure Sheets

ALLOWANCE Bid Schedule

A1560 63502-2000 TEMPORARY TRAFFIC CONTROL,

PORTABLE CHANGEABLE MESSAGE

SIGN EACH 4 4

A1580 63502-3100 TEMPORARY TRAFFIC CONTROL,

TRAFFIC SIGNAL SYSTEM EACH 2 2

A1600 63503-0400 TEMPORARY TRAFFIC CONTROL,

CONCRETE BARRIER LNFT 1,000 1,000

A1620 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 304 304

A1640 63505-1000 TEMPORARY TRAFFIC CONTROL,

PAVEMENT MARKINGS MILE 22.0 22.0

A1660 63506-0500 TEMPORARY TRAFFIC CONTROL,

FLAGGER HOUR 7,000 7,000

A1680 63506-0600 TEMPORARY TRAFFIC CONTROL,

PILOT CAR HOUR 2,500 2,500

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

1- N ov -2

:5

A M

N

A Z \a z2

(3

R oa dw ay

\E st im at es _S ch ed ul es

\E ng in ee r Es tim at es

EE

_N ew .x ls x]

S he et

4)

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B.4 AZ FLAP 234(3) AZ

SUMMARY

SURVEY AND STAKING

B5

STATE PROJECT

A

M N A

Z a z R o a d w a y C

A D

D S h e e ts B S u m m S u r v e y S u m m .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r e r in .j e s s e e

NUMBER

SHEET

AZ

B6

GRADING SUMMARY

STATE PROJECT

A

M N A

Z a z 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 .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r e r in .j e s s e e

NUMBER

SHEET

AZ

B7

SURFACING SUMMARY

STATE PROJECT

A

M N A

Z a z 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 .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r e r in .j e s s e e

NUMBER

SHEET

AZ

B8

DRAINAGE SUMMARY

STATE PROJECT

A

M N A

Z a z 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 .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r e r in .j e s s e e

NUMBER

SHEET

AZ

B9

SIGN SUMMARY

STATE PROJECT

A

M N A

Z a z R o a d w a y C

A D

D S h e e ts B S u m m S ig n S u m m .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r e r in .j e s s e e

NUMBER

SHEET

AZ

AND DELINEATOR

OBJECT MARKER

Sheet 1 of 2

B10

STATE PROJECT

A

M N A

Z a z R o a d w a y C

A D

D S h e e ts B S u m m D e li n e a to r

O b je c t_

M a r k e r S u m m .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r k e n t.

s te in h a u s

NUMBER

SHEET

AZ

AND DELINEATOR

OBJECT MARKER

Sheet 2 of 2

B11

STATE PROJECT

A

M N A

Z a z R o a d w a y C

A D

D S h e e ts B S u m m D e li n e a to r

O b je c t_

M a r k e r S u m m .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r k e n t.

s te in h a u s

NUMBER

SHEET

AZ

RUMBLE STRIP

B12

STATE PROJECT

A

M N A

Z a z R o a d w a y C

A D

D S h e e ts B S u m m R u m b le

S u m m .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r k e n t.

s te in h a u s

NUMBER

SHEET

AZ

STRIPING SUMMARY

B13

STATE PROJECT

A

M N A

Z a z R o a d w a y C

A D

D S h e e ts B S u m m S tr ip in g S u m m .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r e r in .j e s s e e

NUMBER

SHEET

AZ

CONTROL SUMMARY

TEMPORARY TRAFFIC

B14

STATE PROJECT

A

M N A

Z a z R o a d w a y C

A D

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

T C .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r k e n t.

s te in h a u s

NUMBER

SHEET

AZ

MISCELLANEOUS

B15

Sheet 1 of 2

STATE PROJECT

A

M N A

Z a z 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 .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r e r in .j e s s e e

NUMBER

SHEET

AZ

MISCELLANEOUS

Sheet 2 of 2

B16

STATE PROJECT

A

M N A

Z a z 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 .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r e r in .j e s s e e

NUMBER

SHEET

AZ

STATE PROJECT

A

M N A

Z a z R o a d w a y C

A D

D S h e e ts C

M L P

P P P

C .d

U s e r k e n t.

s te in h a u s

NUMBER

SHEET

AZ

AZ FLAP 234(3)

LAKE MARY ROAD

C1

MP 310.00

Station 1022+80.29

AZ FLAP 234(3)

Pulverize and Overlay

Begin Project

200'100'0

Scale in Feet

200'100'0

Scale in Feet

SEGMENT 2

to 1052+00

STATION 1022+80.29

LAKE MARY ROAD

NO

PASSING

ZONE

MILE

Remove Sign

W14-3

1045+13 Lt.

W14-3

1048+92 Lt.

D10-3

1022+88 Rt.

R = 60'

R = 60' centerline rumble strip.

Begin installation of rumble strips.

Install centerline rumble strip.

End centerline

1048+27 rumble strip.

Begin centerline

1051+12 with 300 ft. end of curve spacing)

(Spacing 210 ft. on center

Delineators

A

Lt. and Rt.

Install rumble stripes, shoulder

Gila-Salt River Meridian

T16N, R9E

SEC. 7

NATIONAL FOREST

COCONINO

Gila-Salt River Meridian

T16N, R9E

SEC. 6

NATIONAL FOREST

COCONINO

716 & dkt 234, Pg 21 per BK 62 of Deeds, Pg

Right-of-Way 200' wide

Gila-Salt River Meridian

T16N, R9E

SEC. 6

NATIONAL FOREST

COCONINO

Lt. and Rt.

rumble stripes, shoulder

Begin installation of shoulder Rt.

Begin rumble stripe, 1050+52 Rt.

shoulder Rt.

End rumble stripe, 1048+27 Rt.

STATE PROJECT

A

M N A

Z a z R o a d w a y C

A D

D S h e e ts C

M L P

P P P

C .d

U s e r k e n t.

s te in h a u s

NUMBER

SHEET

AZ

AZ FLAP 234(3)

LAKE MARY ROAD

C2

200'100'0

Scale in Feet

200'100'0

Scale in Feet

A

R = 40'

R = 40'

SEGMENT 2

STATION 1052+00 to 1081+00

LAKE MARY ROAD

NO

PASSING

ZONE

MILE

W14-3

1061+76 Rt.

R1-1

1076+35 Rt.

D10-3

1075+00 Rt.

Special Sign #1

1073+28 Rt.

Special Sign #3

1077+95 Lt.

Special Sign #2

1076+26 Rt.

STOP

Panel Style: BlackWhite.ssiM.U.T.C.D.: 2009 Edition rumble strips

Install Centerline strip.

End centerline rumble

1074+58 rumble strip.

Begin centerline

1077+14 shoulder

End rumble stripe, 1074+58 Rt. shoulder

Begin rumble stripe, 1076+54 Rt.

Gila-Salt River Meridian

T17N, R9E

SEC. 33

NATIONAL FOREST

COCONINO

Gila-Salt River Meridian

T16N, R9E

SEC. 6

NATIONAL FOREST

COCONINO

Gila-Salt River Meridian

T17N, R9E

SEC. 34

NATIONAL FOREST

COCONINO

Gila-Salt River Meridian

T17N, R9E

SEC. 34

NATIONAL FOREST

COCONINO

Lt. and Rt.

stripes, shoulder

Install rumble rumble strip

Install Centerline

Lt. and Rt.

stripes, shoulder

Install rumble

SPEED

LIMIT

R2-1

1056+00 Rt.

STATE PROJECT

A

M N A

Z a z R o a d w a y C

A D

D S h e e ts C

M L P

P P P

C .d

U s e r k e n t.

s te in h a u s

NUMBER

SHEET

AZ

AZ FLAP 234(3)

LAKE MARY ROAD

C3

200'100'0

Scale in Feet

200'100'0

Scale in Feet

A

A

R = 40' R = 40'

R = 40' R = 40'

SEGMENT 2

STATION 1081+00 to 1110+00

LAKE MARY ROAD

NO

PASSING

ZONE

W14-3

1097+10 Lt.

W1-2R

1090+01 Rt.

strip.

End centerline rumble

1081+83 strip.

Begin centerline rumble

1084+32 strip.

End centerline rumble

1085+77 strip.

Begin centerline rumble

1088+24 shoulder

End rumble stripe, 1082+43 Lt.

shoulder

Begin rumble stripe, 1084+32 Lt.

Lt. and Rt.

stripes, shoulder

Install rumble stripe, shoulder

End rumble

1085+77 Rt.

stripe, shoulder

Begin rumble

1087+64 Rt.

rumble strip

Install centerline

Gila-Salt River Meridian

T17N, R9E

SEC. 34

NATIONAL FOREST

COCONINO

Gila-Salt River Meridian

T17N, R9E

SEC. 34

NATIONAL FOREST

COCONINO

Lt. and Rt.

stripes, shoulder

Install rumble

STATE PROJECT

A

M N A

Z a z R o a d w a y C

A D

D S h e e ts C

M L P

P P P

C .d

U s e r k e n t.

s te in h a u s

NUMBER

SHEET

AZ

AZ FLAP 234(3)

LAKE MARY ROAD

C4

200'100'0

Scale in Feet

200'100'0

Scale in Feet

A

A

A

R = 55'

R = 40'

R = 50'

R = 40' R = 40'

SEGMENT 2

STATION 1110+00 to 1139+00

LAKE MARY ROAD

STOP

MILE

NO

PASSING

ZONE

STOP

R1-1

1111+58 LT

W1-2R

1123+38 LT

as shown on plan sheets.

all delineators

Remove and replace as shown on plan sheets.

all delineators

Remove and replace

W14-3

1134+15 Rt.

D10-3

1127-94 Rt.

R1-1

1135+46 Rt.

strip.

End centerline rumble

1110+72 strip.

Begin centerline rumble

1113+43 strip.

End centerline rumble

1133+70 strip.

Begin centerline rumble

1136+32 strip.

End rumble

1134+45 Lt.

R = 40' rumble strip

Install centerline stripe, shoulder

End rumble

1111+32 Lt.

stripe, shoulder

Begin rumble

1113+43 Lt. shoulder Lt. and Rt.

Install rumble stripes, shoulder Lt. and Rt.

Install rumble stripes, shoulder

End rumble stripe, 1133+94 Rt.

stripe, shoulder

Begin rumble

1136+32 Lt.

stripe, shoulder

Begin rumble

1135+68 Rt.

Gila-Salt River Meridian

T17N, R9E

SEC. 34

NATIONAL FOREST

COCONINO

Gila-Salt River Meridian

T17N, R9E

SEC. 27

NATIONAL FOREST

COCONINO

Gila-Salt River Meridian

T17N, R9E

SEC. 27

NATIONAL FOREST

COCONINO

STATE PROJECT

A

M N A

Z a z R o a d w a y C

A D

D S h e e ts C

M L P

P P P

C .d

U s e r k e n t.

s te in h a u s

NUMBER

SHEET

AZ

AZ FLAP 234(3)

LAKE MARY ROAD

.7

.0

C

M P B

U R I E

D

N O P

A S

S I N

G Z

O N

E

7469.7

7470.8

F R

1/2 FULL

18" CMP

STOP

T

T E

L P F

.1

C

M P

.0

F R

J

F R

74607460

74607460

P O

T

.0

P O

T

.0

C5

200'100'0

Scale in Feet

200'100'0

Scale in Feet culvert extension

See Sheet D2 for

1141+38

A

R = 50'

R = 40'

A

R= 40'

R= 50'

E: 844183.660

N: 1391632.010

1140+40.00

Begin 32' Widen Section

LAKE MARY ROAD

STATION 1139+00 to 1168+00

SEGMENT 1

SPEED

LIMIT

SPEED

LIMIT

NO

PASSING

ZONE

STOP

Cleanout in place

Add 18" FES to 18" CMP

Extend 18" CMP 7'

1154+65 Rt.

Add 18" FES to existing CMP

1165+28 Rt.

R2-1

1149+00 Rt.

R1-1

1159+53 Rt.

R2-1

1145+60 Lt.

W14-3

1154+77 Lt.

strip.

End centerline rumble

1158+26 strip.

Begin centerline rumble

1160+36 strip.

End centerline rumble

1163+35 strip.

Begin centerline rumble

1165+98 rumble strip

Install centerline rumble strip

Install centerline

Gila-Salt River Meridian T17N, R9E

SEC. 28

Gila-Salt River Meridian T17N, R9E

SEC. 27

NATIONAL FOREST

COCONINO

NATIONAL FOREST

COCONINO

shoulder. Lt. and Rt.

Install rumble stripes, Gila-Salt River Meridian T17N, R9E

SEC. 27

NATIONAL FOREST

COCONINO

stripe, shoulder

Begin rumble

1159+76 Rt.

stripe, shoulder

End rumble

1158+26 Rt.

stripe, shoulder

End rumble

1163+35 Rt.

shoulder. Lt. and Rt.

Install rumble stripes, Gila-Salt River Meridian T17N, R9E

SEC. 28

NATIONAL FOREST

COCONINO

stripe, shoulder

Begin rumble

1165+38 Rt.

end section, Rt.

Install 24-inch 1145+36

Clean culvert in place

Add 24" FES to existing CMP

1146+85 Rt.

Begin Fiber Roll

1140+95 Rt.

End Fiber Roll

1141+96 Rt.

Equestrian Sign

1149+00 Lt.

Equestrian Sign

1148+45 Rt.

07470

3 1 3

.4

.9

C

M P F

A I R

7435 7435 7435

74357435

7435 74357435

.9

.7

B O

X C

U L

V E

R T

'x

' C

O N

C

E L E

C P

B

N O P

A S

S I N

G Z

O N

E

STOP

D I R

E C

T I O

N S

7435 7435 7435

74357435

7435 74357435

07470

P C

.4

P T

.7

STATE PROJECT

A

M N A

Z a z R o a d w a y C

A D

D S h e e ts C

M L P

P P P

C .d

U s e r k e n t.

s te in h a u s

NUMBER

SHEET

AZ

AZ FLAP 234(3)

LAKE MARY ROAD

C6

200'100'0

Scale in Feet

200'100'0

Scale in Feet

A

R = 40'

R = 40' for culvert extension

See Sheet D3

1190+81

SEGMENT 1

STATION 1168+00 to 1198+00

LAKE MARY ROAD

MILE

NO

PASSING

ZONE

STOP

as shown on plan sheets.

all delineators

Remove and replace

Add 24" FES

Extend 24" CMP 11'

1171+83 Rt.

R1-1

1194+40 Lt.

D10-3

1180+70 Rt.

Remove

W14-3

1188+26 Rt.

NO

PASSING

ZONE

W14-3

1177+18 Rt.

Special Sign #4

1186+00 Rt.

strip.

End centerline rumble

1193+37 strip.

Begin centerline rumble

1195+85 rumble strip

Install centerline rumble strip

Install centerline

Gila-Salt River Meridian T17N, R9E

SEC. 21

NATIONAL FOREST

COCONINO

Gila-Salt River Meridian T17N, R9E

SEC. 21

NATIONAL FOREST

COCONINO

shoulder. Lt. and Rt.

Install rumble stripes, shoulder. Lt. and Rt.

Install rumble stripes, stripe, shoulder

End rumble

1193+97 Lt.

stripe, shoulder.

Begin rumble

1195+85 Lt.

L = 1,201.30'

T = 603.50'

R = 5,046.99'

PI 1175+23.92

Curve = MAIN-1

Begin Check Dams

1177+00 Rt.

End Check Dams

1180+00 Rt.

Begin Fiber Roll

1190+13 Rt.

End Fiber Roll

1191+82 Rt.

74457445

.0

B O

X C

U L

V E

R T

'X

' C

O N

C

.4

N O P

A S

S I N

G Z

O N

E

D I R

E C

T I O

N S

ASPHALT

ASPHALT

.9

.5

C

M P G

O O

D

.9

.5

.0

C

M P F

A I R

.2

STATE PROJECT

A

M N A

Z a z R o a d w a y C

A D

D S h e e ts C

M L P

P P P

C .d

U s e r k e n t.

s te in h a u s

NUMBER

SHEET

AZ

AZ FLAP 234(3)

LAKE MARY ROAD

74457445

C7

200'100'0

Scale in Feet

200'100'0

Scale in Feet pullout

End Paved

1209+09 Lt.

for culvert extension

See Sheet D4

1203+56 pullout. Match mainline structural section.

Begin Paved

1206+31 Lt.

SEGMENT 1

STATION 1198+00 to 1227+00

LAKE MARY ROAD

NO

PASSING

ZONE

W14-3

1206+07 LT

Add 18" FES

Extend 18" CMP 5'

1211+79 Rt.

Add 18" FES

Extend 18" CMP 5'

1219+56 Rt.

Special Sign #5

1200+08 Lt.

rumble strip

Install centerline rumble strip

Install centerline

Gila-Salt River Meridian T17N, R9E

SEC. 21

NATIONAL FOREST

COCONINO

shoulder, Lt. and Rt.

Install rumble stripes, shoulder, Lt. and Rt.

Install rumble stripes, Gila-Salt River Meridian T17N, R9E

SEC. 16

NATIONAL FOREST

COCONINO

Gila-Salt River Meridian T17N, R9E

SEC. 21

NATIONAL FOREST

COCONINO

Gila-Salt River Meridian T17N, R9E

SEC. 15

NATIONAL FOREST

COCONINO

Gila-Salt River Meridian T17N, R9E

SEC. 22

NATIONAL FOREST

COCONINO

1208+59 36' Offset Rt.1206+81 36' Offset Rt.

End Check Dams

1215+07 Rt.

Begin Check Dams

1213+96 Rt.

Begin Fiber Roll

1202+86 Rt.

1204+20 Rt.

7485 N O P

A S

S I N

G Z

O N

E

.1

C

M P P

O O

R

.0

4 1 3

.9

C

M P F

A I R

.4

ASPHALT

STATE PROJECT

A

M N A

Z a z R o a d w a y C

A D

D S h e e ts C

M L P

P P P

C .d

U s e r k e n t.

s te in h a u s

NUMBER

SHEET

AZ

AZ FLAP 234(3)

LAKE MARY ROAD

C8

200'100'0

Scale in Feet

200'100'0

Scale in Feet

SEGMENT 1

STATION 1227+00 to 1256+00

LAKE MARY ROAD

NO

PASSING

ZONE

MILE

Add 24" FES

Extend 24" CMP 4'

1230+95 Rt.

Add 18" FES

Extend 18" CMP 6'

1237+89 Rt.

Add 18" FES

Extend 18" CMP 11'

1244+47 Rt.

D10-3

1233+46 Rt.

W14-3

1239+38 Rt.

shoulder, Lt. and Rt.

Install rumble stripes, Gila-Salt River Meridian

T17N, R9E

SEC. 16

NATIONAL FOREST

COCONINO

Gila-Salt River Meridian

T17N, R9E

SEC. 15

NATIONAL FOREST

COCONINO

shoulder, Lt. and Rt.

Install rumble stripes, rumble strip

Install centerline rumble strip

Install centerline

End Check Dams

1233+11 Rt.

Begin Check Dams

1231+98 Rt.

.5

.5

C

M P P

O O

R

7385 7385

738573857385

73857385

T

T E

L P

F

.2

.4

.8

.9

B O

X C

U L

V E

R T S

.2 'x

.0 ' C

O N

C

7382.8

24" CMP

7383.0

F R

STOP

F R

H

F R

K

N O P

A S

S I N

G Z

O N

E

.0

.0

C

M P F

A I R

STATE PROJECT

A

M N A

Z a z R o a d w a y C

A D

D S h e e ts C

M L P

P P P

C .d

U s e r k e n t.

s te in h a u s

NUMBER

SHEET

AZ

AZ FLAP 234(3)

LAKE MARY ROAD

7385 7385

738573857385

73857385

7390 1

C9

200'100'0

Scale in Feet

200'100'0

Scale in Feet for culvert extensions

See Sheet D5

1262+55

A

A

R = 40' R = 40'

R = 40'

R = 40'

A

R = 40' R = 40'

SEGMENT 1

STATION 1256+00 to 1285+00

LAKE MARY ROAD

STOP

NO

PASSING

ZONE

Add 18" FES

Extend 18" CMP 7'

1283+33 Rt.

R1-1

1265+66 Rt.

W14-3

1279+15 Lt.

Remove sign.

1277+98 Lt.

strip.

End centerline rumble

1264+28 strip.

Begin centerline rumble

1266+54 strip.

End centerline rumble

1276+49 strip.

Begin centerline rumble

1278+86 rumble strip

Install centerline rumble strip

Install centerline stripe.

End rumble

1277+12 Lt.

shoulder, Lt. and Rt.

Install rumble stripes, stripe, shoulder.

End rumble

1264+28 Rt.

stripe, shoulder.

Begin rumble

1265+94 Rt.

Gila-Salt River Meridian T17N, R9E

SEC. 16

NATIONAL FOREST

COCONINO

Gila-Salt River Meridian T17N, R9E

SEC. 15

NATIONAL FOREST

COCONINO

Gila-Salt River Meridian T17N, R9E

SEC. 15

NATIONAL FOREST

COCONINO

Gila-Salt River Meridian T17N, R9E

SEC. 10

NATIONAL FOREST

COCONINO

shoulder Lt. and Rt.

Install rumble stripes, stripe, shoulder

Begin rumble

1278+86 Lt.

stripe, shoulder.

Begin rumble

1278+22 Rt.

stripe, shoulder

End rumble

1276+49 Rt.

SPEED

LIMIT

R2-1

1272+00 Lt.

SPEED

LIMIT

R2-1

1280+45 Rt.

5 1 3

.5

.0

B O

X C

U L E

R T

'X

' C

O N

C

ASPHALT

.7

C

M P G

O O

D 7 .1

ASPHALT

ASPHALT

STATE PROJECT

A

M N A

Z a z R o a d w a y C

A D

D S h e e ts C

M L P

P P P

C .d

U s e r k e n t.

s te in h a u s

NUMBER

SHEET

AZ

AZ FLAP 234(3)

LAKE MARY ROAD

P T

.9

P C

.1

P C

.0

C10

200'100'0

Scale in Feet

200'100'0

Scale in Feet

SEGMENT 1

STATION 1285+00 to 1315+00

LAKE MARY ROAD

MILE

Add 18" FES

Extend 18" CMP 16'

1314+70 Rt.

D10-3

1286+19 Rt.

wingwalls, and guardrail/walls.

Remove existing box culvert, 1302+31 shoulder Lt. and Rt.

Install rumble stripes, shoulder, Lt. and Rt.

Intsall rumble stripes, Gila-Salt River Meridian T17N, R9E

SEC. 9

NATIONAL FOREST

COCONINO

Gila-Salt River Meridian T17N, R9E

SEC. 10

NATIONAL FOREST

COCONINO

See sheet D1

Reconstruction section

See sheet D1

Reconstruction section rumble strip

Install centerline rumble strip

Install centerline

Curve = MAIN-2

PI 1296+98.38

R = 3,100.00'

T = 652.29'

L = 1,285.83'

L = 899.04'

T = 456.89'

R = 2,047.00'

PI 1312+89.00

Curve = MAIN-3

D

D

Begin Check Dams

1296+92 Rt.

End Check Dams

1233+11 Rt.

End Check Dams

1299+62 Lt.

Begin Check Dams

1298+51 Lt.

Begin Fiber Roll

1299+41 Rt.

End Fiber Roll

1305+20 Rt.

Begin Fiber Roll

1301+59 Lt.

End Fiber Roll

1302+64 Lt.

Begin Fiber Roll

1303+43 Lt.

End Fiber Roll

1305+80 Lt. Begin Check Dams

1307+02 Lt. End Check Dams

1308+43 Lt.

Begin Check Dams

1306+89 Rt. End Check Dams

1313+01 Rt.

Begin Fiber Roll

1314+00 Rt.

1315+00 Rt.

.7

C

M P G

O O

D 7 .1

ASPHALT

ASPHALT

L E F T C

U R

V E

.2

.4

G

O O

D

3 2 1

.0

C

M P F

A I R

.0

STATE PROJECT

A

M N A

Z a z R o a d w a y C

A D

D S h e e ts C

M L P

P P P

C .d

U s e r k e n t.

s te in h a u s

NUMBER

SHEET

AZ

AZ FLAP 234(3)

LAKE MARY ROAD

P T

.1

P C

.7

C11

200'100'0

Scale in Feet

200'100'0

Scale in Feet

Curve = MAIN-4

PI 1343+92.42

D

R = 3,053.00'

T = 503.63'

L = 998.26' e = match existing

SEGMENT 1

STATION 1315+00 to 1344+00

LAKE MARY ROAD

MILE

Add 18" FES

Extend 18" CMP 9'

1333+17 Rt.

Add 36" FES

Extend 36" CMP 7'

1342+93 Rt.

D10-3

1338+89 Rt.

W1-2L

1324+41 Lt.

with 300 ft. end of curve spacing)

(Spacing 165 ft. on center

Delineators rumble strip

Install centerline rumble strip

Install centerline shoulder, Lt. and Rt.

Install rumble stripes, shoulder, Lt. and Rt.

Install rumble stripes, Gila-Salt River Meridian

T17N, R9E

SEC. 9

NATIONAL FOREST

COCONINO

Gila-Salt River Meridian

T17N, R9E

SEC. 3

NATIONAL FOREST

COCONINO

Gila-Salt River Meridian T17N, R9E

SEC. 10

NATIONAL FOREST

COCONINO

L = 899.04'

T = 456.89'

R = 2,047.00'

PI 1312+89.00

Curve = MAIN-3

D

Begin Check Dams

1315+62 Rt.

End Check Dams

1316+98 Rt.

Begin Check Dams

1321+01 Rt.

End Check Dams

1322+82 Rt.

7460 7460

74607460

.9

.5

C

M P P

O O

R

.0

C

M P F

A I R

.9

.7

C

M P F

A I R 7

.6

74607460

T

T E

L

B

U R I E

D C

A B

L E

.3

C

M P G

O O

D

.6

.2

C

M P G

O O

D

.9

C U

R V

E

M

P H

I C

Y R

O A

D

STATE PROJECT

A

M N A

Z a z R o a d w a y C

A D

D S h e e ts C

M L P

P P P

C .d

U s e r k e n t.

s te in h a u s

NUMBER

SHEET

AZ

AZ FLAP 234(3)

LAKE MARY ROAD

74607460

P C

.7

7460 7460

74607460

P T

.0

C12

200'100'0

Scale in Feet

200'100'0

Scale in Feet

A

Curve = MAIN-5

PI 1375+81.69

D

R = 1,127.00'

T = 496.95'

L = 936.08' e = match existing

R = 40' R = 60'

SEGMENT 1

STATION 1344+00 to 1373+00

LAKE MARY ROAD45

MPH

Add 18" FES

Extend 18" CMP 6'

1346+93 Rt. Add 18" FES

Extend 18" CMP 8'

1350+69 Rt.

Add 18" FES

Extend 18" CMP 7'

1355+71 Rt.

Add 18" FES

Extend 18" CMP 5'

1363+32 Rt.

Add 18" FES

Extend 18" CMP 5'

1368+57 Rt.

W1-2R & W13-1P

1362+86 Rt.

Road Sign

Foldable Icy

1361+20 Rt.

strip.

End centerline rumble

1363+84 strip.

Begin centerline rumble

1366+30 rumble strip.

Install centerline rumble strip.

Install centerline shoulder, Lt. and Rt.

Install rumble stripes, shoulder, Lt. and Rt.

Install rumble stripes, stripe, shoulder.

End rumble

1364+44 Lt. stripe, shoulder.

Begin rumble

1366+30 Lt.

Gila-Salt River Meridian T17N, R9E

SEC. 4

NATIONAL FOREST

COCONINO

Gila-Salt River Meridian T17N, R9E

SEC. 3

NATIONAL FOREST

COCNINO

Gila-Salt River Meridian

T17N, R9E

SEC. 4

NATIONAL FOREST

COCONINO

D

L = 998.26'

T = 503.63'

R = 3,053.00'

PI 1343+92.42

Curve = MAIN-4

Begin Check Dams

1373+47 Rt.

57430

I C

Y R

O A

D

C U

R V

E L

E F T

M

P H

.6

B

U R I E

D .4

C

M P F

A I R

ASPHALT

.0

.1

C

M P F

A I R

I C

Y R

O A

D

.7

C

M P B

U R I E

D .2

7 1 3

IC

Y R

O A

D

STATE PROJECT

A

M N A

Z a z R o a d w a y C

A D

D S h e e ts C

M L P

P P P

C .d

U s e r k e n t.

s te in h a u s

NUMBER

SHEET

AZ

AZ FLAP 234(3)

LAKE MARY ROAD

57430

P T

.8

P C

.4

P T

.2

C13

400'200'0

Scale in Feet

400'200'0

Scale in Feet

Curve = MAIN-6

PI 1389+77.89

R = 2,023.00'

T = 690.48'

L = 1,330.80'

D

SEGMENT 1

STATION 1373+00 to 1403+00

LAKE MARY ROAD

MILE

Add 18" FES

Extend 18" CMP 12'

1394+71 Rt.

Cleanout in place

Add 18" FES

Extend 18" CMP 6'

1384+14 Rt.

Warning Sign

Foldable Icy

1388+56 Rt.

D10-3

1391+76 Rt.

W1-2L & W13-1P

1386+00 Lt..

rumble strip

Install centerline rumble strip

Install centerline

Road Warning Sign

Foldable Icy

1399+72 Rt.

shoulder, Lt. and Rt.

Install rumble stripes, shoulder, Lt. and Rt.

Install rumble stripes, Gila-Salt River Meridian T18N, R9E

SEC. 33

NATIONAL FOREST

COCNINO

Gila-Salt River Meridian T17N, R9E

SEC. 4

NATIONAL FOREST

COCONINO

Gila-Salt River Meridian T18N, R9E

SEC. 33

NATIONAL FOREST

COCONINO

Clean culvert in place

Add 18" FES

Extend 18" CMP 9'

1400+62 Rt.

MPH

Curve = MAIN-5

PI 1375+81.69

D

R = 1,127.00'

T = 496.95'

L = 936.08' e = match existing

Curve = MAIN-6

PI 1389+77.89

R = 2,023.00'

T = 690.48'

L = 1,330.80'

D

Begin Check Dams

1373+47 Rt.

End Check Dams

1379+56 Rt.

07295

73057310

25733

7281.5

24" CMP POOR

7282.3

7284.5

F R

C

9A

R R

O W

S L

E F T R I G

H T

7286.8

24" CMP GOOD

T

T E

L E

P F

T T

E L E

STOP

MORMON LAKE ROAD

W O

O D S I G

N T

O M

O R

M O

N L

A K

E V I L L

A G

E

C O

C O

N I N

O C

O R

O A

D

.0

.1

C

M P W

F E S

R O

A D N

A R

R O

W S

T T

E L E

I C

Y R

O A

D

S P

E E

D L I

M I T

G L

Y P

H

T I

N T

E R

S E

C T I O

N

I C

Y R

O A

D

07295

73057310

25733

F R

C

9A

R R

O W

S L

E F T R I G

H T

T

T E

L E

P F

T T

E L E

STOP

MORMON LAKE ROAD

W O

O D S I G

N T

O M

O R

M O

N L

A K

E V I L L

A G

E

C O

C O

N I N

O C

O R

O A

D

R O

A D N

A R

R O

W S

T T

E L E

I C

Y R

O A

D

S P

E E

D L I

M I T

G L

Y P

H

T I

N T

E R

S E

C T I O

N

I C

Y R

O A

D

P O

T

.4

STATE PROJECT

A

M N A

Z a z R o a d w a y C

A D

D S h e e ts C

M L P

P P P

C .d

U s e r k e n t.

s te in h a u s

NUMBER

SHEET

AZ

AZ FLAP 234(3)

LAKE MARY ROAD

C14

200'100'0

Scale in Feet

Station 1415+33.48

AZ FLAP 234(3)

End Project

1404+33.00

AZ FLAP 234(3)

Begin Widening Taper

End 32' Section

A

R = 45'

M o r m o n L a k e R o a d

R = 35'

F R

C

200'100'0

Scale in Feet

B e g in T a p e r

L t.

E

O P

E n d T a p e r

L t.

E

O P

L t.

E

O P

B e g in A c c e le r a ti o n L a

R t.

E

O P

B e g in T a p e r

R t.

E

O P

E n d T a p e r

R t.

E

O P

L a n e

B e g in L e ft T u r n

S h o u ld e r

T u r n L a n e

T h r o u g h L a n e

S h o u ld e r

L a n e

A c c e le r a ti o n

Taper

600' 90' 250'

Gap Turn Lane

400'600' 100'

Taper Gap Acceleration Lane

T h r o u g h L a n e

Intersection Layout

SEGMENT 1

1415+33.48

STATION 1403+00 to

LAKE MARY ROAD

SPEED

LIMIT

STOP

COCONINO

COUNTY

as shown on plan sheets all delineators

Remove and replace

Add (2) 24" FES Rt./Lt.

Extend 24" CMP 7' Lt.

Extend 24" CMP 6' Rt.

1411+86 Rt./Lt.

R1-1

1415+20 Lt.

M1-6

1413+61 Lt..

R2-1

1409+74 Rt..

W1-7

1415+33 Rt..W2-2L

1407+45 Rt.

Panel Style: Guide.ssiM.U.T.C.D.: 2009 Edition

Panel Style: Guide.ssiM.U.T.C.D.: 2009 Edition

Panel Style: Guide.ssiM.U.T.C.D.: 2009 EditionPanel Style: Guide.ssiM.U.T.C.D.: 2009 Edition

Panel Style: Guide.ssiM.U.T.C.D.: 2009 EditionPanel Style: Guide.ssiM.U.T.C.D.: 2009 EditionPanel Style: Guide.ssiM.U.T.C.D.: 2009 EditionPanel Style: Guide.ssiM.U.T.C.D.: 2009 Edition

Panel Style: Guide.ssiM.U.T.C.D.: 2009 Edition strip.

End centerline rumble

1414+17

Warning Sign

Foldable Icy Road

1410+59 Rt.

Warning Sign

Foldable Icy Road

1414+61 Rt.

Warning Sign

Foldable Icy Road

1405+63 Rt.

shoulder, Lt. and Rt.

Install rumble stripe, shoulder

End rumble stripe, 1414+77 Lt.

stripe, shoulder.

End rumble

1415+33.48 Rt.

Gila-Salt River Meridian T18N, R9E

SEC. 33

NATIONAL FOREST

COCONINO

SPEED

LIMIT

R2-1

1404+00 Lt.

Special Sign #6

1411+50 Rt.

W9-1L

1411+67 Lt.

EXISTING SIGN

MOUNT PANELS ON

MORMON LAKE VILAGE

WOOD SIGN TO

1413+24 Rt.

.5

.0

B O

X C

U L E

R T

'X

' C

O N

C

ASPHALT

,4

.1

P T

.9

P C

.1

STATE PROJECT

A

M N A

Z a z R o a d w a y C

A D

D S h e e ts D

M in o r P

P P

N P

M A I N

D .d g n

U s e r k e n t.

s te in h a u s

NUMBER

SHEET

Superelevation Diagram

AZ

AZ FLAP 234(3)

LAKE MARY ROAD

1296+00 1297+00 1298+00 1299+00 1300+00 1301+00 1302+00 1303+00 1304+00 1305+00 1306+00 1307+00 1308+00 1309+00 1310+00

D1

7410 7410

7420 7420

7410 7410

7430 7430

74207420

200'100'0

Scale in Feet

E: 843988.9852

N: 1406460.3772

Station 1298+00

Begin Reconstruction

Suspend 32' Widen Section

E: 843594.5461

N: 1408357.7914

Station 1308+60

End Reconstruction

Resume 32' Widen Section

Existing ground

Existing ground

Existing ground

M A

T C

H L I N

E

M A

T C

H L I N

E

LAKE MARY ROAD STATION 1298+00 TO 1308+60

5%

0%

5%

0%

-5% -5% wingwalls, and guardrail/walls

Remove existing box culvert, 1302+31

Proposed grade

Proposed grade

Proposed grade

Curve = MAIN-2

PI 1296+98.38

D

R = 3,100.00'

T = 652.29'

L = 1,285.83'

Begin rockery wall

132+86 Lt.

End rockery wall

1303+18 Lt.

Begin rockery wall

1301+81 Rt.

End rockery wall

1302+04 Rt.

NOTE:

1. Use rockery walls to tie into CBC wingwalls.

C B

C s e e s h e e t

D x

R is e x

I n s ta ll

S p a n

Gila-Salt River Meridian T17N, R9E

SEC. 9

NATIONAL FOREST

COCONINO

Gila-Salt River Meridian T17N, R9E

SEC. 10

NATIONAL FOREST

COCONINO

F lo w box culvert flow into proposed

Regrade channel to

814' VC

K = 64

V P I

E L

,4

.0

6.

5% -6.441%

,4

.3

Rt. EOP

Lt. EOP

Profile grade &

Axis of rotation

-4.10%

1303+05 1304+32 1307+14

-3.40% -2.00%

3.40% 4.10%

Rt. EOP

Lt. EOP

NO SIGN

STATE PROJECT

A

M N A

Z a z R o a d w a y C

A D

D S h e e ts D

M in o r P

P C u lv e r t_

.d g n

U s e r e r in .j e s s e e

NUMBER

SHEET

AZ

AZ FLAP 234(3)

LAKE MARY ROAD

7465 7465

7460 7460

74557455

7470 7470

Traveled Way Traveled Way…