AZ FLAP SR88(1) Apache Trail - Final Plans-Updated.pdf

CURTIS R SCOTT Digitally signed by CURTIS R SCOTT Date: 2021.08.31 14:58:49 -06'00'

Sheet 1 of 2

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

A2

ABBREVIATIONS DRAINAGE SYMBOLS

GEOLOGIC SYMBOLS

DI

FENCE & CATTLEGUARD SYMBOLS

Cattleguard (Existing, Proposed)

Fence w/ Gate (Existing, Proposed)

Fence (Existing, Proposed)

Material Source

Boring Location (Existing, Proposed)

Riprap Apron (Proposed)

Underdrain (Existing, Proposed)

With Drop Inlet (Existing, Proposed)

With Headwalls (Existing, Proposed)

With End Sections (Existing, Proposed)

Pipe Culvert (Existing, Proposed)

Box Culvert (Existing, Proposed)

Bridge (Existing, Proposed)

Spring

River

Wetland

Large Creek

Lake, Pond or Reservoir

Drainage or Small Creek

Flow Arrow

Ditch (Existing, Proposed)

SPRING

D jt.J int.

incr.

incl.

IDI

hwy.

HW

horiz.

hex.

HES

hdwl.H gdr.

galv.

ga.G ftg.

fin.

FES

Fed.

f.f.F ext.

exp. jt.

exc.

EW

et ux et al

ER

EQ or eq.

EOP

engr(s).

emb.

elev.

El. 94.066 e

EE

dwg(s).

DLC

Dist.

dist.

diaph.

diag.

dia. or D

DI

DHV

decr.D culv.

CTSM

ctrs.

CS

cr.

corr.

cont.

constr. jt.

constr.

conc.

col.

Co.

CMP

clr.

c-c

CBCC

brg.

br.

BP

BM

BK

beg.

b.f.B asph.

appr.

alt.

AH

aggr.

ADT

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

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

WW

VPI

vph vert.

VV

typ.

TS

transv.

TCE

TBM

tan.

T.

TT

sym.

struc.

str.

stiff.

std.

sta.

ST

st.

spec.

spa.

shldr.

sec.

SC

SADT

SS

rte.

Rt. or RT

RH

ret. wall

Res.

res.

reqd.

reinf.

reconst.

rdwy.

rd.

R/W

R.

RR

quant., QtyQ pvmt.

PT

psi proj.

POT

POS

POC

pl.

PI

perf.

PCC

PCP

OD

o.f.

o.c.O

no. or # neg.

NC

NN

mtn(s).

mon.

min.

max.

matl.

maint.

mag.M

LW

Lt. or LT

LPSM

long.

lat.

lam.

LL

EROSION & SEDIMENT CONTROL SYMBOLS

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

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

Ø

Riprap

Rolled Erosion Control Product

Diversion Berm

Check Dam

Bonded Fiber Matrix Mulching

Fiber Roll (Slope Protection)

Temporary Inlet Protection

Silt Fence

Fiber Roll (Ditch and/or Cut Slope)

STATE PROJECT

P

M N A

Z s r R o a d w a y C

A D

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

S R s y m .d g n

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

AZ

APACHE TRAIL

FLAP SR88(1)

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

Sheet 2 of 2

A3

Culvert Numbering System, Plan View (610 - 790)

Culvert Marker, Type 2 Object Marker

Type 3 Object Marker (L and R)

Asphalt (Steepened Section)

36 31

36 31

6 1

ˆ

Treeline

Tree

MAPPING SYMBOLS

LANDSCAPING & VEGETATION SYMBOLS PROJECT SPECIFIC SYMBOLS

RIGHT-OF-WAY SYMBOLS

ROADWAY SYMBOLS

SIGN SYMBOLS

UTILITY SYMBOLS

Retaining Wall (Existing, Proposed)

Median & Side Barrier (Existing, Proposed)

Guardwall (Existing, Proposed)

Guardrail (Existing, Proposed)

GUARDRAIL, BARRIER & WALL SYMBOLS

Post Mounted (Existing, Proposed)

Portable (Proposed)

Delineator (Existing, Proposed)

Commercial (Existing, Proposed)

Signs

Telephone

Power

Fiber Optic

CATV

Overhead Utility Line (Existing, Proposed)

Water

Telephone

Sanitary Sewer

Power

Oil

Gas

Fiber Optic

CATV

Underground Utility (Existing, Proposed)

Telephone Pedestal (Existing, Proposed)

Telephone Booth (Existing, Proposed)

Street Light (Existing, Proposed)

Support Pole Anchor (Existing, Proposed)

Support Pole (Existing, Proposed)

Surface (Existing, Proposed)

Underground (Existing, Proposed)

Irrigation Ditch

999.9

Roadway Obliteration

Roadway Centerline (With Station ticks)

Proposed

Existing

Edge of Roadway

Toe of Fill

Transition

Top of Cut

Slope Stake Limits

Clearing/Construction Limits

Survey Control Point

Trail

Spot Elevation

Double Track

Single Track

Railroad

North Arrow

Coordinate Grid Tick

Building (Existing, Proposed)

Section Corner (Found)

Section Corner (Found, Projected)

Section Corner (Found, Projected)

Right-of-Way Line (Proposed)

Right-of-Way Line (Existing)

Property Line

Parcel Number

Monument (As described)

Temporary (Proposed)

Permanent (Proposed)

Permanent (Existing)

Easements

National Wildlife Refuge

National Park

National Forest

Bureau of Land Management

Bureau of Indian Affairs

Section

Section

Section

Township or Range Line

City

County

State

National

Boundaries

STATE PROJECT

P

M N A

Z s r R o a d w a y C

A D

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

S R s y m .d g n

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

AZ

INTERSTATE

INTERSTATE

INTERSTATE

STATE PROJECT

P

M N A

Z s r R o a d w a y C

A D

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

S R S it e

M a p .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

AZ

APACHE TRAIL

FLAP SR88(1)

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

MEXICO

UTAH

N E

W M

E X I C

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

INTERSTATE

C o l o r a d o

R i v e r

KEY MAP OF ARIZONA

Colorado River

Phoenix Globe

SITE MAP

A4

AZ FLAP SR88(1) Apache Trail

Station 1252+75

Begin Project

AZ FLAP SR88(1) Apache Trail

Station 1843+40

End Project

KEY MAP OF PHOENIX AND GLOBE

Theodore Roosevelt Dam

Theodore Roosevelt Lake

Lake

Apache

AZ Apache Trail

Begin Project

AZ Apache Trail

End Project

Apache Trail

AZ FLAP SR88(1)

Salt River

Apache Lake/

100 miles to Tucson

Payson

39 miles to

Flagstaff

120 miles to

Los Angeles

350 miles to

Wickenburg

28 miles to

Show Low

88 miles to

Safford

74 miles to

Lake

Roosevelt

Theodore

Davis Wash Bridge

Pine Creek Bridge

Burnt Corral Campground of the SCRs.

See Section 105.04 water tank storage.

Approved location of

1300+

1320+00

1400+00

1420+00

1440+00

1480+00

1500+00

1520+00

1540+00

1560+

1580+00

1600+00

1620+00

+00

1660+00

1700+00

1720+

1820+00

1680+00

1780+

0+

Apache Lake Overlook

See Section 105.04 for details.

Staging and waste area

Sta. 1632+50, Rt.

Marina Resort

Apache Lake

See Sheet A9 for details

Low Water Crossing

Sta. 1614+40 - 1618+10

See Sheet A9 for details

Low Water Crossing

Sta. 1609+70 - 1610+05

Access, Lt.

Burnt Coral Campground

Sta. 1608+20

See Sheet A9 for details

Low Water Crossing

Sta. 1580+60 - 1581+40

See Sheet A9 for details

Low Water Crossing

Sta. 1631+35 - 1631+70

See Sheet A9 for details

Low Water Crossing

Sta. 1758+20 - 1758+70

See Sheet A9 for details

Low Water Crossing

Sta. 1367+50 - 1372+50

FOREST

NATIONAL

TONTO

FOREST

NATIONAL

TONTO

MAINLINE

TYPICAL SECTIONS

NOTES:

SHEET 1 OF 3

Existing aggregate base

Average Existing Width

A5

VariableExisting Slope

NO SCALE

Existing earth berm

DETAIL A

W

Foreslope

Existing

See Detail A

EXISTING TYPICAL SECTION

(See Length of Project Table)

2.

DETAIL B

Berm removal at headwalls

3.

Existing headwall or historic feature

Dimensions of berm vary

3.

Dimensions of berm vary Existing berm

Existing aggregate base

Typical section along mainline to placing aggregate base

Blend existing berm material into subbase prior

Existing aggregate base

RECONDITIONING.

Berm removal covered by pay item 30301-6000 ROADWAY channels with berm material.

ensure no damage to the historic features. Do not fill drainage immediately adjacent to known or anticipated historic features to excess material utilizing hand tools along the edge of the roadway berm material from historic features. At all existing culverts, remove

See Subsection 303.05 and 107(f) for additional details on removing present.

Applies to both sides prior to paving and/or chip seal when berm is

Dimensions shown are approximate and should be verified in the field.

4.

3.

2.

1.

STATE PROJECT

P

M N A

Z s r R o a d w a y C

A D

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

S R T y p ic a l.

d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

AZ

MAINLINE

TYPICAL SECTIONS

NO SCALE

NOTES:

V a ria b le

E x istin g S lo p e

V ariab le

E xistin g S lo p e

Traveled WayTraveled Way

Match existing Match existing

10'10'

V a ria b le

E x istin g S lo p e

V a ria b le

E x istin g S lo p e

Traveled WayTraveled Way

Match existing Match existing

10'10'

3' Clear Zone

Va rie s

3' Clear Zone

V a r ie s

D e p th

A6

1655+50 to 1843+40

1528+70 to 1530+70

20' TYPICAL SECTION

SHEET 2 OF 3

Variable

Existing Slope

1562+00 to 1648+50

24' TYPICAL SECTION

1648+50 to 1655+50

1530+70 to 1562+00

1477+05 to 1528+70

1383+90 to 1475+90

1253+72 to 1383+00

24' TYPICAL SECTION

Va ria ble

Ex ist in g

Sl op e

2-4' ditch

3.

4' ditch 4' ditch

Roadway Reconditioning and Construction Limits

Roadway Reconditioning and Construction Limits

Roadway Reconditioning and Construction Limits

Prime coat

Prime coat

Prime coat place 4" Aggregate Base

Remove 4" of subbase and

Proposed 4" Aggregate Base

Proposed 4" Aggregate Base

2' Shldr2' Shldr

2' Shldr 2' Shldr with CRS-2P Asphalt

Double Chip Seal, Type 2B Fog Seal

Fog Seal

Fog Seal with CRS-2P Asphalt

Double Chip Seal, Type 2B with CRS-2P Asphalt

Double Chip Seal, Type 2B

1:4

1:4

Vari es

Vari es

1:4

Varies

3' Clear Zone3' Clear Zone on the existing bench.

Adjust shoulder width, when necessary, to maintain the roadway

20' and 24' templates.

Transition roadway width over 100' of the end station between 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.

provide a stable roadway bench (16' min).

Accommodate width or field fit as existing conditions allow to

Sta. 1475+90 to 1477+05.

Suspend work over bridges from Sta. 1383+00 to 1383+90 and

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

6.

5.

4.

3.

2.

1.

6.6.

STATE PROJECT

P

M N A

Z s r R o a d w a y C

A D

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

S R T y p ic a l.

d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

AZ

V a ria b le

E x istin g S lo p e

V a ria b le

E x istin g S lo p e

Prime coat

1:1

1'-3' Clear Zone

0'-2' Shldr0'-2' Shldr

A7

MAINLINE

TYPICAL SECTIONS

1.

NOTES:

NO SCALE

Width Varies

Pay Limits

Paved Ditch

SHEET 3 OF 3

2.

2.

Varies

Construction Limits

Roadway Reconditioning Limits

V a ria b le

E x is tin g S lo p e

V a ria b le

E x istin g S lo p e

1528+26 to 1532+00, LT

1477+10 to 1478+50, LT

1288+67 to 1290+00, RT

1273+00 to 1275+00, RT

1267+00 to 1270+00, RT

SLOPE LAYBACK DETAIL

See Typical Sections, Sheet 1 and 2

Traveled WayTraveled Way

1:4

Variable Clear Zone

Roadway Reconditioning Limits

Variable Ditch

V a ria b le P ro p o s e d S lo p e

3.

slopes 4.

Rounded cut

4" Aggregate Base min.

B=3' m in.

F= 3'

4' for curb details

See Special 609-A

5.

4.

3.

2.

1.

5.2' max.

Clearing limits, Pavement, single lift

2.5" Asphalt Concrete

Proposed 4" Aggregate Base for paved ditch locations

See Curb and Paved Ditch Summary

Sheet 1 of 3 for paved sections

See Length of Project Table on

Distances

Various

3.

Shldr Varies

Shldr Varies

Fog Seal

4'-6' Clear Zone

See Curb and Paved Ditch Summary for proposed widths and locations and paved ditch Special 609-B for details.

Adjust the paved ditch width as necessary to fit field conditions and as directed by the CO.

Construct shoulder according to 20' and 24' typical sections as per existing width allows.

See Roadway Excavation Summary on Sheet B8 for cut slope height and slope cutback ratios.

Round all earth slopes and all rippable rock slopes.

Clear and grub as necessary to remove vegetation to construct curb backslope.

Construct 30° - 35° pavement edge (safety edge) for structural section details

See Mainline Typical Section necessary for drainage and appearance.

pavement. Shape and compact as after placement of asphalt concrete

Shoulder up with Aggregate Base 1:4

2.

DETAIL B

Asphalt Concrete

See Detail B

Construction Limits

Clearing Limit

PAVED SECTION

STATE PROJECT

P

M N A

Z s r R o a d w a y C

A D

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

S R T y p ic a l.

d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

AZ

NO SCALE

W id th

W

CL

A A

TYPICAL PULLOUT PLAN

Edge of shoulder

See Pullout Summary

Taper, T2

Transition

Taper, T1

Transition ta p e r

E n d ta p e r

B e g in e r

E n e r

B e g in

PULLOUTS

TYPICAL SECTION

A8

Varies

Length, L

2.

NOTE:

independent of mainline

Drain away from the roadway, tr a v e le d w a y

E g e o f

Width varies, See Pullout Summary

V a ria b le

E x istin g S lo p e

Pullout Detail

1:4

Prime Coat

Proposed 4" Aggregate Base pullout cross slope to a max. 8% change.

Limit the grade break from the main line cross slope to the

Slope pullouts to drain away from the roadway.

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.

and tapers to be field verified.

Stations shown are approximate locations. Actual locations

4.

3.

2.

1.

with CRS-2P Asphalt

Double Chip Seal, Type 2B

Fog Seal

STATE PROJECT

P

M N A

Z s r R o a d w a y C

A D

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

T Y P P u ll o u t_

S R .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

AZ

STATE PROJECT

A

M N A

Z s r R o a d w a y C

A D

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

S R t y p ic a l_

L W

C .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

AZ

APACHE TRAIL

FLAP SR88(1)

NOTE:

A9

Place minor concrete pavement according to Section 501.

LOW WATER CROSSING

TYPICAL SECTION

LOW WATER CROSSING KEY-IN DETAIL

PLAN VIEW

clearances.

Refer to Standards 501-1 and 501-2 for joint details, bar spacing, and sheets for locations.

Refer to the Low Water Crossing Summary Table and mainline plan exiting grades.

according to Section 251. Grade riprap to match existing entering and material to the waste site, as designated by the CO. Place riprap

Prior to placing riprap, remove existing debris material and transfer

See Typical Sections

Aggregate Base

2% 2%

Flow

Flow

Downstream Armorment

Varies5'

D.L.

3.

Pavement, Reinforced

8" Minor Concrete

(non-woven), Type E

Geotextile, Class 1

Construction Limits

Riprap Class 3

Existing ground

TYPICAL SECTION

LOW WATER CROSSING

Varies

6" Aggregate Base

Welded wire mesh or #4 bars

Min.

2'-0"

Max. 5H:1V

1'-0" (typ.) 1'-0" (typ.)

5'

@ 20' C.C.

6" drain holes

(typ.)

3" Clr.

@ 20' c.c., downstream side only

6" drain holes

Contraction joint spaced @ 15'

15'-0"

Height Cutoff Wall Downstream

4'-0" behind concrete cutoff walls

Compact material as needed

3'-0"

Class 3

Riprap riprap layout

* See Sheet C13 for downstream

501 Minor Concrete Pavement Pay Limits

(non-woven), Type E

Geotextile, Class 1

See table below See table below

3'

#6 rebar @ 12" o.c., vert.,b.f.

#4 rebar @ 12" o.c., horiz.,b.f.

Field bend 90° into LWC

Extend vertical bars 1'-8"

8.

7.

6.

5.

4.

3.

2.

1.

Pay Limits

Concrete Pavement

See Typical Sections

Chip Seal or Asphalt

100' Low water crossing surface along the 100' approach to the low water crossing.

crossing. Transition the pavement down to the low water crossing existing superelevation along the 100' approach to the low water

Transition from the 2% slope across concrete to normal crown or minimum of 4" below the bottom of the horizontal slab.

If a construction joint is needed in the low water crossing wall, place it a

50101-0800 MINOR CONCRETE PAVEMENT, REINFORCED, 8-IN DEPTH.

Dowel bars, reinforcing steel and expansion joints are subsidiary to Item excavation are subsidiary to this pay item.

60101-0000, CONCRETE (CUTOFF WALL). Reinforcing steel and

Concrete cutoff wall and concrete wedge are paid under item

8.

Sheet and Description

B4-B6 B7 B8-B15

DRAINAGE SUMMARY SURFACING SUMMARY MISCELLANEOUS

SUMMARY ALLOWANCE Bid

Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15210-3000 CENTERLINE, VERIFICATION AND STAKING MILE 7.531 7.531

A0060 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE EACH 35 35

A0080 15215-5000 SURVEY AND STAKING, BOX CULVERT EACH 9 9

A0100 15216-3000 SURVEY AND STAKING, TEMPLATE CONTROL MILE 3.599 3.599

A0120 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0140 15401-0000 CONTRACTOR TESTING LPSM ALL

A0160 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0180 15701-0000 SOIL EROSION CONTROL LPSM ALL

A0200 15720-0000 STORM WATER POLLUTION PREVENTION PLAN LPSM ALL

A0220 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A0240 20103-0000 CLEARING AND GRUBBING SQYD 8,139 261 8,400

A0260 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS LPSM ALL

A0280 20401-0000 ROADWAY EXCAVATION CUYD 18,618 1,382 20,000

A0300 20441-0000 WASTE Excess material beyond the available quantity, or type, CUYD 10,000 10,000 allowed at the approved waste area. See SCR 105.04.

A0320 20443-0000 BERMS LNFT 165 See C-sheets for locations

A0340 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2 CUYD 80 5 85

A0360 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3 CUYD 242 3,991 212 4,445

A0380 25101-0400 PLACED RIPRAP, METHOD A, CLASS 4 CUYD 356 19 375

A0400 25101-0500 PLACED RIPRAP, METHOD A, CLASS 5 CUYD 235 15 250

A0420 25302-1000 GABIONS, GALVANIZED OR ALUMINIZED COATED CUYD 24 24

A0460 30101-2000 AGGREGATE BASE GRADING D TON 35,037 886 1,802 37,725

A0480 30301-6000 ROADWAY RECONDITIONING MILE 11.129 11.129

A0500 30302-1000 DITCH RECONDITIONING LNFT 565 See C-sheets for locations.

A0520 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 5,968 232 6,200

A0540 40601-0000 FOG SEAL TON 64 64

A0580 40702-1200 CHIP SEAL, TYPE 2B SQYD 106,496 4,504 111,000

A0600 40711-0000 EMULSIFIED ASPHALT TON 191 210

A0620 41102-2000 PRIME COAT, METHOD 2 SQYD 150,214 7,486 157,700

A0640 41105-0000 BLOTTER TON 230

A0660 50101-0800 MINOR CONCRETE PAVEMENT, REINFORCED,

8-INCH DEPTH SQYD 2,830 140 2,970

A0680 60101-0000 CONCRETE (HEADWALL & WINGWALL) CUYD 196 9 205

A0700 60101-0000 CONCRETE (CUTOFF WALL) CUYD 614 26 640

A0720 60103-0140 CONCRETE, HEADWALL FOR 24-INCH PIPE CULVERT EACH 22 22

A0740 60103-0160 CONCRETE, HEADWALL FOR 30-INCH PIPE CULVERT EACH 6 6

A0760 60103-0180 CONCRETE, HEADWALL FOR 36-INCH PIPE CULVERT EACH 32 32

A0780 60103-0200 CONCRETE, HEADWALL FOR 42-INCH PIPE CULVERT EACH 4 4

A0800 60103-0220 CONCRETE, HEADWALL FOR 48-INCH PIPE CULVERT EACH 8 8

MileStone: 100% Estimate Date Completed: 09/23/21 Report Date: 09/23/21

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A

-S ep

-2

3:

P

M

Remarks and/or Determination of Estimated QuantityPay Item Description Unit

Estimated Quantities

N

AZ

\s r8 8(

1) \R oa dw ay \C

AD

D

_S he et s\

B -S um m

SR

(1

SO

Q .x ls m

]S he et

STATE PROJECT

B1FLAP SR88(1)

APACHE TRAILAZ

SHEET

NUMBER

DRAINAGE SUMMARY SURFACING SUMMARY MISCELLANEOUS

SUMMARY ALLOWANCE Bid

Schedule

A0820 60201-0600 18-INCH PIPE CULVERT LNFT 25 5 30

A0840 60201-0800 24-INCH PIPE CULVERT LNFT 285 30 315

A0860 60201-0900 30-INCH PIPE CULVERT LNFT 180 20 200

A0880 60201-1000 36-INCH PIPE CULVERT LNFT 755 75 830

A0900 60201-1100 42-INCH PIPE CULVERT LNFT 75 10 85

A0920 60201-1200 48-INCH PIPE CULVERT LNFT 190 20 210

A0940 60220-1800 8 FEET SPAN, 4 FEET RISE PRECAST

REINFORCED CONCRETE BOX CULVERT LNFT 150 15 165

A0960 60220-1850 8 FEET SPAN, 5 FEET RISE PRECAST

REINFORCED CONCRETE BOX CULVERT LNFT 50 5 55

A0980 60220-1900 8 FEET SPAN, 6 FEET RISE PRECAST

REINFORCED CONCRETE BOX CULVERT LNFT 80 10 90

A1000 60220-3000 10 FEET SPAN, 5 FEET RISE PRECAST

REINFORCED CONCRETE BOX CULVERT LNFT 50 5 55

A1020 60220-3050 10 FEET SPAN, 6 FEET RISE PRECAST

REINFORCED CONCRETE BOX CULVERT LNFT 90 10 100

A1040 60602-0500 PIPE ANCHOR ASSEMBLY, 18-INCH EACH 1 1

A1060 60602-0700 PIPE ANCHOR ASSEMBLY, 24-INCH EACH 3 3

A1080 60602-0800 PIPE ANCHOR ASSEMBLY, 30-INCH EACH 3 3

A1100 60602-0900 PIPE ANCHOR ASSEMBLY, 36-INCH EACH 2 2

A1120 60704-0000 CLEANING CULVERT IN PLACE EACH 17 3 20

A1140 60706-0000 CLEANING DRAINAGE STRUCTURE (CATTLE GUARD) EACH 4

A1160 60901-0000 CURB, CONCRETE LNFT 4,610 230 4,840

A1180 60908-1000 PAVED DITCH, ASPHALT SQYD 2,179 111 2,290

A1200 61901-0000 FENCE (TEMPORARY, PLASTIC) LNFT 1,075

A1220 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY HOUR 80

A1240 62201-0350 BACKHOE HOUR 80

A1260 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED

CAPACITY HOUR 80

A1280 62201-2050 ROLLER HOUR 80

A1300 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 80

A1320 62201-3000 HYDRAULIC EXCAVATOR HOUR 80

A1340 62301-0000 GENERAL LABOR HOUR 100

A1360 62302-0100 SPECIAL LABOR, SLOPE SCALING HOUR 100

A1380 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES HOUR 40

A1400 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 40

A1420 62303-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

(BIOLOGIST) LPSM ALL

A1440 62303-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

(ARCHEOLOGICAL MONITOR) LPSM ALL

-S ep -2

3:

P M

MileStone: 100% Estimate Date Completed: 09/23/21 Report Date: 09/23/21

N

AZ

\s r8 8(

1) \R oa dw ay \C

AD

D

_S he et s\

B -S um m

SR

(1

SO

Q .x ls m

]S he et

2) SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated Quantity

STATE PROJECT

B2FLAP SR88(1)

APACHE TRAILAZ

DRAINAGE SUMMARY SURFACING SUMMARY MISCELLANEOUS

SUMMARY ALLOWANCE Bid

Schedule

A1460 62511-2000 SEEDING, HYDRAULIC METHOD SQYD 4,172 208 4,380

A1480 62516-3000 MULCHING, HYDRAULIC METHOD, BONDED FIBER

MATRIX SQYD 4,172 208 4,380

A1500 62535-0000 HERBICIDE GAL 87 3 90

A1520 63301-0000 SIGN SYSTEM EACH 101 101

A1540 63308-2000 OBJECT MARKER, TYPE 2 EACH 214 11 225

A1560 63308-3000 OBJECT MARKER, TYPE 3 EACH 48 6 54

A1580 63309-0000 DELINEATOR EACH 1,210 40 1,250

A1600 63316-1000 REMOVE AND RESET SIGN EACH 5 5

A1620 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID LNFT 430 70 500

A1640 63405-0850 PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY

SYMBOL EACH 1 1

A1660 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM All ALL

A1680 63701-0000 FIELD OFFICE EACH 1

A1700 64603-0000 FIXTURE (INTERPRETIVE SIGN FRAME) EACH 11

-S ep -2

3:

P M

MileStone: 100% Estimate Date Completed: 09/23/21 Report Date: 09/23/21

N

AZ

\s r8 8(

1) \R oa dw ay \C

AD

D

_S he et s\

B -S um m

SR

(1

SO

Q .x ls m

]S he et

3) SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated Quantity

STATE PROJECT

B3FLAP SR88(1)

APACHE TRAILAZ

Sheet 1 of 3

B4

DRAINAGE SUMMARY

NOTES:

5. Use geotextile filter, class 1, type E, non-woven. See subsection 714.01(a).

4. Removal of pipe and headwalls is paid under Item 20304-1000, Removal of Structures and Obstructions.

3. See Special 606-A for treatment type details.

2. Band connections are incidental to the pipe item.

251-50 for more details.

1. For riprap quantities, assume the existing culvert outlets are to be placed in an existing ditch. See special

* Archeological monitor must be present during clearing and grubbing and subsequent grading/excavation within 50' of culvert

STATE PROJECT

P

M N A

Z s r R o a d w a y C

A D

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

U M

S

R .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

AZ

B5

Sheet 2 of 3

DRAINAGE SUMMARY

NOTES:

5. Use geotextile filter, class 1, type E, non-woven. See subsection 714.01(a).

4. Removal of pipe and headwalls is paid under Item 20304-1000, Removal of Structures and Obstructions.

3. See Special 606-A for treatment type details.

2. Band connections are incidental to the pipe item.

251-50 for more details.

1. For riprap quantities, assume the existing culvert outlets are to be placed in an existing ditch. See special

* Archeological monitor must be present during clearing and grubbing and subsequent grading/excavation within 50' of culvert

STATE PROJECT

P

M C A

Z s r R o a d w a y C

A D

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

U M

S

R .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

AZ

SUMMARIES

MISCELLANEOUS

Sheet 2 of 8

B9

STATE PROJECT

P

M C A

Z s r R o a d w a y C

A D

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

U M

S

R .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

AZ

B10

Sheet 3 of 8

STATE PROJECT

P

M C A

Z s r R o a d w a y C

A D

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

U M

S

R .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

AZ

B11

Sheet 4 of 8

STATE PROJECT

P

M C A

Z s r R o a d w a y C

A D

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

U M

S

R .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

AZ

B12

Sheet 5 of 8

STATE PROJECT

P

M C A

Z s r R o a d w a y C

A D

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

U M

S

R .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

AZ

B13

Sheet 6 of 8

STATE PROJECT

P

M C A

Z s r R o a d w a y C

A D

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

U M

S

R .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

AZ

B14

Sheet 7 of 8

STATE PROJECT

P

M C A

Z s r R o a d w a y C

A D

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

U M

S

R .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

AZ

B15

Sheet 8 of 8

STATE PROJECT

P

M C A

Z s r R o a d w a y C

A D

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

U M

S

R .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

AZ

WASTE DISPOSAL MAP

D2

NOTE:

Waste site

500'250'0

Scale in Feet

Waste site access

1632+50 the east site.

Fill the west site first before depositing material in waste material requirements.

the waste site. See the SCRs for more details on

Do not waste more than 10,000 cuyds of material at

2.

1.

STATE PROJECT

A

M N A

Z s r R o a d w a y C

A D

D S h e e ts D

M in o r P

P P

L N

M A I N S

R

D .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

AZ

APACHE TRAIL

FLAP SR88(1)

1630+00

1635+00

1640+00

1645+00

G3

253-A

LAYOUT

GABION BASKET

GABION LAYOUT PLAN VIEW

GABION LAYOUT SIDE VIEW

6'

9'

15'

STATE PROJECT

P

M C A

Z s r R o a d w a y C

A D

D S h e e ts G S

P A .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

SPECIAL

U.S. CUSTOMARY SPECIAL

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

AZ

401-A

K1

100'

PAVEMENT TRANSITION

Chip seal (1.5-in depth)

.5

4" Aggregate base

Existing road surface

Excavation

100'

.5

4" Aggregate base

Existing road surface

Excavation

Asphalt (2.5-in depth)

CHIP SEAL TRANSITION DETAIL

ASPHALT TRANSITION DETAIL

guard, or new low water crossing

Existing bridge deck, existing cattle guard, or new low water crossing

Existing bridge deck, existing cattle

1.

Sta. 1758+20 - 1758+70

Sta. 1631+35 - 1631+70

Sta. 1614+40 - 1816+10

Sta. 1609+70 - 1610+05

Sta. 1580+60 - 1581+40

Sta. 1367+50 - 1372+50

Low Water Crossings:

Sta. 1804+15

Sta. 1612+35

Sta. 1546+75

Sta. 1410+10

Cattle Guards:

Pine Creek Bridge - Sta. 1475+90 - 1477+05

Davis Wash Bridge - Sta. 1383+00 - 1383+90

Bridges:

This detail applies at the following locations:

NOTE:

STATE PROJECT

A

M N A

Z s r R o a d w a y C

A D

D S h e e ts K S

P A .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

SPECIAL

U.S. CUSTOMARY SPECIAL

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

AZ

602-A

BOX CULVERT DETAILS

Sheet 1 of 11Adopted from ADOT SD 6.01-1

T10

STATE PROJECT

P

M N A

Z s r R o a d w a y C

A D

D S h e e ts T T S

P A .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

SPECIAL

U.S. CUSTOMARY SPECIAL

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

AZ

602-B

Sheet 2 of 11Adopted from ADOT SD 6.01-2

T11

STATE PROJECT

P

M N A

Z s r R o a d w a y C

A D

D S h e e ts T T S

P B .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

SPECIAL

U.S. CUSTOMARY SPECIAL

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

AZ

602-C

Sheet 3 of 11Adopted from ADOT SD 6.01-4

T12

NOTES

1.

pay item.

subsidiary to the concrete box culvert

Structural excavation and backfill is

STATE PROJECT

P

M N A

Z s r R o a d w a y C

A D

D S h e e ts T T S

P C .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

SPECIAL

U.S. CUSTOMARY SPECIAL

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

AZ

602-D

Sheet 4 of 11Adopted from ADOT SD 6.01-5

T13

STATE PROJECT

P

M N A

Z s r R o a d w a y C

A D

D S h e e ts T T S

P D .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

SPECIAL

U.S. CUSTOMARY SPECIAL

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

AZ

602-E

Sheet 5 of 11Adopted from ADOT SD 6.08-1

T14

STATE PROJECT

P

M N A

Z s r R o a d w a y C

A D

D S h e e ts T T S

P E .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

SPECIAL

U.S. CUSTOMARY SPECIAL

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

AZ

602-F

Sheet 6 of 11Adopted from ADOT SD 6.08-3

T15

STATE PROJECT

P

M N A

Z s r R o a d w a y C

A D

D S h e e ts T T S

P F .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

SPECIAL

U.S. CUSTOMARY SPECIAL

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

AZ

602-G

Sheet 7 of 11Adopted from ADOT SD 6.08-5

T16

STATE PROJECT

P

M N A

Z s r R o a d w a y C

A D

D S h e e ts T T S

P G .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

SPECIAL

U.S. CUSTOMARY SPECIAL

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

AZ

602-H

Sheet 8 of 11Adopted from ADOT SD 6.08-7

T17

STATE PROJECT

P

M N A

Z s r R o a d w a y C

A D

D S h e e ts T T S

P H .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

SPECIAL

U.S. CUSTOMARY SPECIAL

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

AZ

602-I

Sheet 9 of 11Adopted from ADOT SD 6.09-1

T18

STATE PROJECT

P

M N A

Z s r R o a d w a y C

A D

D S h e e ts T T S

P I .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

SPECIAL

U.S. CUSTOMARY SPECIAL

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

AZ

602-J

Sheet 10 of 11Adopted from ADOT SD 6.09-2

T19

STATE PROJECT

P

M N A

Z s r R o a d w a y C

A D

D S h e e ts T T S

P J .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

SPECIAL

U.S. CUSTOMARY SPECIAL

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

AZ

602-K

Sheet 11 of 11Adopted from ADOT SD 6.09-3

T20

STATE PROJECT

P

M N A

Z s r R o a d w a y C

A D

D S h e e ts T T S

P K .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

SPECIAL

U.S. CUSTOMARY SPECIAL

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

AZ

PIPE CULVERTS

END TREATMENTS FOR

606-A

2'

A A

B B

PLAN VIEW

Variable slope ground Original

SECTION B-BSECTION A-A

S p a n

D ia o r

S p a n

D ia o r m in

Variable slope ground Original m in

D D

D H H

D D

D

PLAN VIEW

(min.)

L/2 L/2 L/2 L/2

CULVERT WITHOUT STANDARD END SECTIONCULVERT WITH STANDARD END SECTION

L/2 L/2 L/2

HH

L/2

Note: Reference Special Sheet C251-50 Tables for dimensions of D, L, and H

NOTE:

Existing ground

10' min.

3.

Standard End Section

Standard Apron

Treatment Type A 2.

from end of elbow

1:

1:

45° elbow

Projected toe of slope

20'

45° elbow

Pipe anchor assembly plumb on 10'± centers add as directed by CO 3.

3' m ax

2'

C

PLAN VIEW PLAN VIEW SECTION C-C

S p a n

D ia o r m in

S p a n

D ia o r

C C

C

H

D

SECTION E-E

SECTION D-D

ground Original m in ditch slope

Match existing

D

H m in ground Original m in

D m in

H ditch slope

Match existing

D D EE

ground

Original2 D

D it c h B o tt o m

W id th

D it c h B o tt o m

W id th

D

4D

D

D D

D

D D

(min.)

or flatter

Sloped 1V:2H

Flowline

HH H

L/2 L/2 L/2 L/2

L/2 L/2 L/2 L/2

CULVERT WITH STANDARD END SECTION CULVERT WITHOUT STANDARD END SECTION

Note: Reference Special Sheet C251-50 Tables for dimensions of D, L, and H

Fill scour area per FP Section 204 4.

T21

ASSEMBLY FOR SCOURED AREA

PROJECTING PIPE ANCHOR

TREATMENT C2

No fill required

Cut existing projecting end

Do not disturb existing buried culvert

Start elbow at intersection of embankment

45° elbow

Cut existing projecting end

Start elbow at intersection of embankment

Pipe anchor assembly plumb on

10'± centers add as directed by CO

Existing ground or bedrock

RIPRAP FOR SCOURED AREA

PIPE ANCHOR ASSEMBLY WITH

TREATMENT C1

CULVERT OUTLET WITH DITCH

PROTECTIVE APRON AT

TREATMENT B

OUTLET WITHOUT DITCH

PROTECTIVE APRON AT CULVERT

TREATMENT B

Do not disturb existing buried culvert, unless noted otherwise

(non-woven), Type E

Geotextile, Class 1

(non-woven), Type E

Geotextile, Class 1

(non-woven), Type E

Geotextile, Class 1 (non-woven), Type E

Geotextile, Class 1 woven), Type E

Class 1 (non-

Geotextile, item.

End sections and elbows are incidental to the culvert pay to the Pipe Anchor Assembly Item.

Fill scour area as directed by the CO.Embankment incidential

Anchors are incidental to the Pipe Anchor Assembly Item.

See Special 606-B for Pipe Anchor Assembly Detail. Pipe

Sheet C251-50 for details.

End Treatment Type A is standard riprap apron. See Special

See Drainage Summary for Treatment Type.

5.

4.

3.

2.

1.

5.

5.

5.

STATE PROJECT

P

M N A

Z s r R o a d w a y C

A D

D S h e e ts T T S

P A .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

SPECIAL

U.S. CUSTOMARY SPECIAL

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

AZ

SPILLWAY ASSEMBLY

CMP

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

SPECIAL

606-B

U.S. CUSTOMARY SPECIAL

T22

3"

1"

12"

1"R

1.

2.

"2 12 "2

"8 71 "8

"2 14 "2

7" coupling band

(S ec ti on

S pi llw ay A ss em bl y aluminum.

Use 16 gage galvanized steel or 16 gage pipe with factory annular or reformed ends.

corrugated pipe, or from helically corrugated

Fabricate spillway assembly from annular under each half of the band before tightening.

" bead of approved caulking4 1placing

Make all banded connections watertight by imperial sizes are not available.

Equivalent metric sizes may be used when

Furnish hardware in the imperial sizes shown.

galvanized pipe

1" ID x 2" with galvanized nut galvanized bolt

" x 3"4 galvanized washers

"4 pipe stake

" iron2

" thickness4

Steel plate slots

" x 1"4 slots

"2 1" x 1 4 coupling band

12" or 24" cable

"8 pipe or equal

Collar of 2"

" cable clamp

1/4 stakes. 2.72 lb/ft (min.)

" iron pipe8' x 1

4.

"8 cable plumb on ±10' centers

Pipe anchor assembly

NO SCALE

D2

D

D

D

D

D= Diameter of culvert

SPILLWAY ASSEMBLY

See Bolt Detail

BOLT DETAIL

ANCHOR ASSEMBLY

Coupling band plate

Steel

STEEL PLATE

to the centerline of the pipe.

Measure length of coupling band parallel fabrication.

Galvanize all items of anchor assembly after of the CO.

Alternate designs may be used with approval

D

D

D

3.

sl op e V ar ia bl e as se m bl y

S pi llw ay

Section 602 Pipe Culvert

" cable when8

Va ria ble sl op e

METAL PIPE ASSEMBLY

Culvert crown

Iron pipe stakes specified in contract

NOTE:

8.

6.

7.

after fabrication.

All pipe stakes and hardware to be galvanized

5.

centers on slopes 20% or greater.

Place slope anchor assemblies on 20' max.

may be used.

Approved alternative pipe anchor assemblies

9.

after fabrication.

Plate material to be ASTM A36. Galvanize

STATE PROJECT

P

M N A

Z s r R o a d w a y C

A D

D S h e e ts T T S

P B .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

SPECIAL

U.S. CUSTOMARY SPECIAL

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

AZ

609-A

CURB DETAILS

PLAN

Face of curb

Tie curb into existing slope as directed by the CO

.3.0' curb taper

NOTES:

Flow Line

Headwall

T23

JOINT DETAIL

EXPANSION

(ADOT TYPE A & A1)

SINGLE CURB

Varies

PLAN

Paved ditch pay limits

2"" R2

See details

Curb reveal

4'

1:6

10% (typ.)

CURB TERMINAL SECTION

Edge of traveled way

.3.0' curb taper

Face of curb

CURB CUT AT HEADWALL

Flow line of existing earth ditch Paved ditch pay limits

Edge of traveled way

CUT SIDE CURB TERMINUS

See plan sheets if curb continues

4.

5.

4.

3.

2.

1. Trowel smooth the ends of the concrete curb.

Additional curb for curb cuts is calculated with the mainline quantities in the Curb and Paved Ditch Summary. Adjust taper length and width necessary to fit field conditions and as directed by the CO.

Additional paved ditch for curb cuts will be measured under the paved ditch item.

The roadway aggregate directly under the curb is incidental to concrete curb.

See the paved ditch detail for curb backfill details.

2.

2.

Flow Line

2.

ty p

15' (typ.)

15' (typ.)

ty p

2.

4" Roadway Aggregate, Method 2 h = 6"

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CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

SPECIAL

U.S. CUSTOMARY SPECIAL

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

AZ

609-B

PAVED DITCH

T24

1:1 for structural section

See mainline typical

Existing Slope

Variable

Curb backfill 2.

:1

Concrete curb

PAVED DITCH TYPICAL SECTION

1.

PAVED DITCH WITH CURB

Pay limits

Aggregate

Roadway

Edge of shoulder

1:1

1.

1:2 or flatter

Varies

NOTES:

3.4' to 6'

Tack coat 5.

5.

4.

3.

2.

1.

Aggregate Base

4" Aggregate Base

2.5" Asphalt Concrete Pavement

The aggregate base under the curb and paved ditch are incidental to their respective item.

Backfill all concrete curbs along paved ditches.

Use existing berm material (2" minus as per Subsection

704.06) suitable excavated material for backfill behind curbs. Construct a 1:2 slope unless otherwise directed by the CO. Shape as necessary for drainage and appearance.

Curb backfill is incidental to curb items.

See Curb and Paved Ditch Summary for proposed widths for estimating purposes. Adjust the paved ditch width as necessary to fit field conditions and as directed by the CO.

Additional curb for curb cuts on mainline will be measured under curb items.

Apply tack coat between paved ditch and curb.

Tack coat is incidential to curb item.

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CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

SPECIAL

U.S. CUSTOMARY SPECIAL

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

AZ

6" min. overlap

4" min. edge overlap

3' max. c-c

6" x 6" trench

12" max. c-c

12" max. c-c

12" max. c-c

3'

Slope stake

6"

6" x 6" trench

6''

See Note 1

Staple Spacing

ON SLOPES

CONTROL PRODUCT

ROLLED EROSION

C629-50

12" spacing

Staple

12" spacing

Staples

U s e r t h o m a s .m c c r a r y

T25

FLOW PERSPECTIVE VIEW

Staple

Erosion control blanket

Blanket edge

Staple (typ.)

Blanket ends

NOTE:

Staple

NO SCALE

native soil

Compacted

Toe of slope

Erosion control blanket

Compacted native soil blanket control

Erosion

AT TOP OF SLOPE

ANCHOR TRENCH

DETAIL A

AT TOE OF SLOPE

ANCHOR TRENCH

DETAIL B

SHINGLE SPLICE

DETAIL C

See Detail B at toe of slope

Anchor trench

See Detail C

Shingle splice

See Detail A at top of slope

Anchor trench

2.

1.

Overlap in the direction of the prevailing wind.

recommendations.

Install staples according to the manufacturer's

Se e

Not e

Pr ev ail in g wi nd

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CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

REVISED:

DETAIL

U.S. CUSTOMARY DETAIL

DETAIL APPROVED FOR USE

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

AZ

STOP

T

T T

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CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

AZ

APACHE TRAIL

FLAP SR88(1)

NOTE:

APACHE TRAIL

PAVEMENT MARKINGS

SIGNING AND

3. See Special 633-B for culvert marker details.

no radius is provided.

placement and transition between curves when the curve radius provided for delineator

2. See Special 633-A for delineators details. Use found in the Summary of Quantities.

1. Delineators and culvert marker locations may be

STOP

T

T T

200'100'0

Scale in Feet

V1

200'100'0

1254+00 TO 1285+00

STOP

R1-1

Remove and replace

Sta. 1255+07, Lt.

Marina and Resort Signs)

Do not disturb (Apache Lake RESORT ACESS ROAD

APACHE LAKE MARINA

Culvert marker (typ.)

Delineator (typ.)

(Guide Sign)

Do not disturb

(Distance Sign)

Do not disturb

W1-5R

Remove and replace

Sta. 1264+68, Rt.

W1-5R

Remove and replace

Sta. 1276+50, Lt.

Sta. 1252+75

AZ FLAP SR88(1)

Begin Project

R = 725'

R = 600'

R = 300'

R = 75'

R = 110'

R = 300' R = 230'

R = 225'R = 115'

Install R7-8 & R7-8p Sta. 1254+03

RESERVED

PARKING

VAN

ACCESSIBLE

to Tortilla Flat) (No thru access Remove and Reset Sta. 1254+80

See Special 633-D for details 5 miles One Lane Road Remove and replace Sta. 1264+15

V2

200'100'0

Scale in Feet

1285+00 TO 1316+00

MILE

Delineator (typ.)

Culvert marker (typ.)

D10-3

Mount back to back

Remove and replace

Sta. 1293+34, Lt.

R = 125' R = 175'

R = 275'

R = 285'

R = 325'

R = 225'

T

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CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

AZ

APACHE TRAIL

FLAP SR88(1)

NOTE:

APACHE TRAIL

PAVEMENT MARKINGS

SIGNING AND

3. See Special 633-B for culvert marker details.

no radius is provided.

placement and transition between curves when the curve radius provided for delineator

2. See Special 633-A for delineators details. Use found in the Summary of Quantities.

1. Delineators and culvert marker locations may be

T

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CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

AZ

APACHE TRAIL

FLAP SR88(1)

NOTE:

APACHE TRAIL

PAVEMENT MARKINGS

SIGNING AND

3. See Special 633-B for culvert marker details.

no radius is provided.

placement and transition between curves when the curve radius provided for delineator

2. See Special 633-A for delineators details. Use found in the Summary of Quantities.

1. Delineators and culvert marker locations may be

200'100'0

Scale in Feet

V3

200'100'0

Scale in Feet 1316+00 TO 1348+00

MILE

Culvert marker (typ.) Delineator (typ.)

D10-3

Mount back to back

Remove and replace

Sta. 1345+54, Lt.

R = 250'

R = 175'

R = 335'

R = 325'

R = 300'

R = 525'

R = 200'

R = 140'

R = 250'

"Entering Burned Watershed" Remove and Reset Sta. 1316+70

1365+

STOP

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CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

AZ

APACHE TRAIL

FLAP SR88(1)

NOTE:

APACHE TRAIL

PAVEMENT MARKINGS

SIGNING AND

3. See Special 633-B for culvert marker details.

no radius is provided.

placement and transition between curves when the curve radius provided for delineator

2. See Special 633-A for delineators details. Use found in the Summary of Quantities.

1. Delineators and culvert marker locations may be

STOP

V4

200'100'0

Scale in Feet

200'100'0

Scale in Feet

1348+00 TO 1381+00

Culvert marker (typ.)

Delineator (typ.)

R = 125'

R = 60'

R = 65'

R = 500'

R = 625'

R = 235'

R = 410'

W1-5L

Remove and replace

Sta. 1350+07, Rt.

STOP

R1-1

Remove and replace

Sta. 1369+73, Lt.

DAVIS WASH(Davis Wash)

Do not disturb

(250)

Do not disturb

Winding Road

Remove W1-5R

Sta. 1366+09, Lt.

OM3-L & OM3-R

Install object markers

Install W1-5L

Sta. 1362+50, Lt.

W8-103 When Flooded Install Do Not Enter Sta. 1366+50, Rt.

W8-103 When Flooded Install Do Not Enter Sta. 1373+50, Lt.

1390+00

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CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

AZ

APACHE TRAIL

FLAP SR88(1)

NOTE:

APACHE TRAIL

PAVEMENT MARKINGS

SIGNING AND

3. See Special 633-B for culvert marker details.

no radius is provided.

placement and transition between curves when the curve radius provided for delineator

2. See Special 633-A for delineators details. Use found in the Summary of Quantities.

1. Delineators and culvert marker locations may be

200'100'0

Scale in Feet

V5

M P

M P

1381+00 TO 1411+00

(26' deck)

DAVIS WASH BRIDGE

MILE

Culvert marker (typ.)

Delineator (typ.)

D10-3

Mount back to back

Remove and replace

Sta. 1395+90, Lt.

R = 410'

R = 120'

R = 75'

R = 300'

R = 375'

R = 145'

R = 675'

W1-5R

Remove and replace

Sta. 1385+31, Rt.

W1-5L

Remove and replace

Sta. 1398+24, Lt.

OM3-L & OM3-R

Install object markers

OM3-L & OM3-R

Install object markers

See Special 633-D for details

Remove and Replace Special-1

Sta. 1383+90, Lt.

Sta. 1383+09, Rt.

0 1

T

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CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

AZ

APACHE TRAIL

FLAP SR88(1)

NOTE:

APACHE TRAIL

PAVEMENT MARKINGS

SIGNING AND

3. See Special 633-B for culvert marker details.

no radius is provided.

placement and transition between curves when the curve radius provided for delineator

2. See Special 633-A for delineators details. Use found in the Summary of Quantities.

1. Delineators and culvert marker locations may be

T

200'100'0

V6

1411+00 TO 1442+00

Culvert marker (typ.)

Delineator (typ.)

R = 245'

R = 285'

R = 160'

R = 150'

R = 285'

R = 130'

R = 300'

R = 107'

R = 78'

R = 90'

R = 150'

Mountain Cabin Sign)

(Suguaro Forest

Do not disturb

Remove W1-3R and W13-1P

Sta. 1437+62, Lt.

Remove W1-3R and W13-1P

Sta. 1434+73, Rt.

Install W1-5R

Sta. 1431+00, Rt.

Install W1-5L

Sta. 1439+00, Lt.

"Entering Burned Watershed" Remove and Reset Sta. 1439+80

"Entering Burned Watershed" Remove and Reset

Sta. 1438+40

V7

M P

200'100'0

Scale in Feet

1442+00 TO 1471+00

MILE

Culvert marker (typ.)

Delineator (typ.)

D10-3

Mount back to back

Remove and replace

Sta. 1449+60, Lt.

R = 155'

R = 150' R = 325' R = 225'

R = 86'

R = 132'

R = 75'

R = 145'

NOTE:

MPH

ONE LANE

BRIDGE

1/2 MILE

W5-3 and W16-3aP

Remove and replace

Sta. 1450+11, Rt.

W1-11 and W13-1P

Install Hairpin Curve

Sta. 1460+00, Lt.

MPH

W1-8R & W1-8L

Install Chevrons

Sta. 1458+55, Lt.

Sta. 1457+54, Lt.

Sta. 1456+45, Lt.

replace W1-6R

Remove and

Sta. 1457+45, Lt.

replace W1-6L

Remove and

Sta. 1458+00, Lt.

W1-1L

Install Turn Left

Sta. 1463+50, Rt.

W1-1R

Install Turn Right

Remove W1-5R

Sta. 1469+50, Lt.

One Lane Bridge

Remove W5-3

Sta. 1468+70, Rt.

Winding Road

Remove W1-5R

Sta. 1454+85, Rt.

W1-11R and W13-1P

Install Hairpin Curve

Sta. 1454+00, Rt.

3. See Special 633-B for culvert marker details.

no radius is provided.

placement and transition between curves when the curve radius provided for delineator

2. See Special 633-A for delineators details. Use found in the Summary of Quantities.

1. Delineators and culvert marker locations may be

1455+00

1460+

+00

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CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

AZ

APACHE TRAIL

FLAP SR88(1)

APACHE TRAIL

PAVEMENT MARKINGS

SIGNING AND

V8

1471+00 TO 1506+00

(17' deck)

PINE CREEK BRIDGE

MILE

D10-3

Mount back to back

Remove and replace

Sta. 1500+83, Lt.

R = 105'

R = 180'

R = 110'

R = 140'

R = 150'

R = 115'

R = 70'

R = 105'

R = 275'

R = 950'

Culvert marker (typ.)

Delineator (typ.)

(Pedestal)

Do not disturb

ONE LANE

BRIDGE

W5-3

Install One Lane Bridge

Sta. 1473+50, Rt.

ONE LANE

BRIDGE

1/2 MILE

W5-3 and W16-3aP

Remove and replace

Sta. 1504+04, Lt.

ONE LANE

BRIDGE

W1-8R & W1-8L

Install Chevrons

Sta. 1483+25, Lt.

Sta. 1482+50, Lt.

Sta. 1482+00, Lt.

Sta. 1481+15, Lt.

replace W1-6R

Remove and

Sta. 1481+50, Lt.

replace W1-6L

Remove and

Sta. 1483+00, Lt.

W5-3

Install One Lane Bridge

Sta. 1479+45, Lt.

W1-5R

Remove and replace

Sta. 1487+20, Rt.

W1-8R & W1-8L

Install Chevrons

Sta. 1491+88, Lt.

Sta. 1491+15, Lt.

Sta. 1490+66, Lt.

Sta. 1489+88, Lt.

W1-11L

Remove and replace

Sta. 1495+00, Lt.

replace W1-6R

Remove and

Sta. 1490+25, Lt.

replace W1-6L

Remove and

Sta. 1491+60, Lt.

NEXT

1/2 MILE

OM3-L & OM3-R

Install object markers

W1-5R & W16-4P

Install Winding Road

Sta. 1505+00, Rt.

See Special 633-D for details

Remove and Replace Special-2

Sta. 1475+90, Rt. & 1477+05, Lt.

"Entering Burned Watershed" Remove and Reset Sta. 1478+15

NOTE:

APACHE TRAIL

PAVEMENT MARKINGS

SIGNING AND

3. See Special 633-B for culvert marker details.

no radius is provided.

placement and transition between curves when the curve radius provided for delineator

2. See Special 633-A for delineators details. Use found in the Summary of Quantities.

1. Delineators and culvert marker locations may beT

T

T

T

T

1480+00

T

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CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

AZ

APACHE TRAIL

FLAP SR88(1)

T

T

T

T

T

T

V9

200'100'0

Scale in Feet

1506+00 TO 1551+00

R = 95'

R = 100'

R = 40'

R = 98'

R = 96'

R = 35'

R = 125'

R = 480'

R = 260'

R = 172'

Delineator (typ.)

Culvert marker (typ.)

NOTE:

Reverse Turn

Remove W1-3R

Sta. 1520+51, Rt.

MPH

10 MPH

W1-8R & W1-8L

Install Chevrons

Sta. 1524+32, Lt.

replace W1-6L

Remove and

Sta. 1524+60, Lt.

replace W1-6R

Remove and

Sta. 1524+05, Lt.

replace W1-6R

Remove and

Sta. 1548+10, Lt.

OM3-L & OM3-R

Install object markers

NEXT

1/2 MILE

W1-5L & W16-4P

Install Winding Road

Sta. 1533+00, Lt.

W1-11R & W13-1P

Install Hairpin Curve

Sta. 1522+50, Rt.

W1-11L & W13-1P

Install Hairpin Curve

Sta. 1525+70, Lt.

W1-11R

Install Hairpin Curve

Sta. 1546+00, Rt.

3. See Special 633-B for culvert marker details.

no radius is provided.

placement and transition between curves when the curve radius provided for delineator

2. See Special 633-A for delineators details. Use found in the Summary of Quantities.

1. Delineators and culvert marker locations may be

T

1515+

1550+00

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CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY…