AZ_FLAP_237(1)_Mormon_Lake_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

P

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 e r in .j e s s e e

NUMBER

SHEET

AZ

Mormon Lake

AZ FLAP 237(1)

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

Sheet 2 of 2

A3

36 31

36 31

6 1

ˆ

Treeline

Tree

MAPPING SYMBOLS

LANDSCAPING & VEGETATION SYMBOLS PROJECT SPECIFIC SYMBOLS

RIGHT-OF-WAY SYMBOLS

ROADWAY SYMBOLS

SIGN SYMBOLS

UTILITY SYMBOLS

Retaining Wall (Existing, Proposed)

Median & Side Barrier (Existing, Proposed)

Guardwall (Existing, Proposed)

Guardrail (Existing, Proposed)

GUARDRAIL, BARRIER & WALL SYMBOLS

Post Mounted (Existing, Proposed)

Portable (Proposed)

Delineator (Existing, Proposed)

Commercial (Existing, Proposed)

Signs

Telephone

Power

Fiber Optic

CATV

Overhead Utility Line (Existing, Proposed)

Water

Telephone

Sanitary Sewer

Power

Oil

Gas

Fiber Optic

CATV

Underground Utility (Existing, Proposed)

Telephone Pedestal (Existing, Proposed)

Telephone Booth (Existing, Proposed)

Street Light (Existing, Proposed)

Support Pole Anchor (Existing, Proposed)

Support Pole (Existing, Proposed)

Surface (Existing, Proposed)

Underground (Existing, Proposed)

Irrigation Ditch

999.9

Roadway Obliteration

Roadway Centerline (With Station ticks)

Proposed

Existing

Edge of Roadway

Toe of Fill

Transition

Top of Cut

Slope Stake Limits

Clearing/Construction Limits

Survey Control Point

Trail

Spot Elevation

Double Track

Single Track

Railroad

North Arrow

Coordinate Grid Tick

Building (Existing, Proposed)

Section Corner (Found)

Section Corner (Found, Projected)

Section Corner (Found, Projected)

Right-of-Way Line (Proposed)

Right-of-Way Line (Existing)

Property Line

Parcel Number

Monument (As described)

Temporary (Proposed)

Permanent (Proposed)

Permanent (Existing)

Easements

National Wildlife Refuge

National Park

National Forest

Bureau of Land Management

Bureau of Indian Affairs

Section

Section

Section

Township or Range Line

City

County

State

National

Boundaries

STATE PROJECT

P

M c fl c a d d .c fl h d .l o c a l\ p r o je c ts 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 e r in .j e s s e e

NUMBER

SHEET

AZ

REVISIONS (OR CHANGE NOTICES)

DESCRIPTION

NO.

DATE INIT.

SHEET

SURVEY CONTROL

A4

STATE PROJECT

P

M c fl c a d d .c fl h d .l o c a l\ p r o je c ts 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\

A Z c o n tr o l_ s h e e t.

d

U.S. DEPARTMENT OF TRANSPORTATION

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

NUMBER

SHEET

AZ

Flagstaff

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

Lake

Mormon

Scale in Miles

34 Miles to Winslow

30 Miles to Williams

SITE MAP

Coconino National Forest

Coconino National Forest

Coconino National Forest

Prescott National Forest

Kaibab National Forest

A5

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

Forest Hwy 3

Lake M ary Road

A Z F

L A

P

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

F o r e s t H w y

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

Flagstaff

25 Miles to

State Highway 87

27 Miles to

Potential Staging Area

Transfer Station Station 613+09

End Project

Mormon Lake Road

AZ FLAP 237(1)

Station 101+00

Begin Project

Mormon Lake Road

AZ FLAP 237(1)

Potential Staging Area

Wildlife Viewing Area

STATE PROJECT

P

M c fl c a d d .c fl h d .l o c a l\ p r o je c ts 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 e r in .j e s s e e

NUMBER

SHEET

AZ

NO SCALE

NOTE:

Average Existing Width

Shoulder

Pulverized Width

Traveled way structural section details

See mainline typical section for

Foreslope

DETAIL A

5'

(safety edge) pavement edge

30° - 35°

Construct

24'

2% 2%

EXISTING

PROPOSED

Prime coat

5' 12' 12' 5'

Traveled WayTraveled WayShldr Shldr in two lifts pavement. Placed

3" Asphalt concrete

8" of Select Borrow

Tack coat (between lifts)

See Detail A shift 2-4'

Centerline

See plans for locations of curves and superelevations

METHOD OF SUPERELEVATION ON CURVES

Min. superelevation 2% 6% Max. superele vation

Normal crown -2% -2% Normal crown grade

Profile superelevation

Pivot point for

Sheet 1 of 2

MAINLINE

TYPICAL SECTIONS

588+00 to 613+09

380+00 to 420+00

348+00 to 362+00

252+00 to 285+00

101+00 to 154+00

TYPICAL SECTION

A6

16' Clear Zone16' Clear Zone

Construction and Clearing Limits

5' Limit

Stake

Slope

Volcanic red Sandy Gravel (cinders) depth 6" to 12".

Existing partially treated asphalt base 4"

Existing asphalt pavement depth 3".

VariesVa rie s

4.

3.

3.

8.

7.

6.

5.

4.

3.

2.

1.

Profile 8.

100+00 to 613+09

EXISTING TYPICAL SECTION

Station to Station

LENGTH OF PROJECT

TOTAL (mi)

TOTALS (ft)

(ft)

Roadway

101+00 to 613+09

9.70

51,209

51,209

Varies

5'

Vari es

Fog seal

8" Roadway Aggregate on profile design changes allowed in the contract.

at proposed centerline. See section 152 of the SCRs for information

Profile shown in cross sections is 2 inches above existing grade

See cross sections for superelevation.

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.

See section 302 of the SCRs for information on roadway aggregate.

See cross sections for cut and fill slope ratios

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

Existing superelevated and widened sections are not shown.

See mainline typical section for

Foreslope

5'

(safety edge) pavement edge

30° - 35°

Construct

Varies

Vari es

Select borrow material

Limit

Stake

Slope

Limit

Stake

Slope

6.6.

for drainage and appearance.

concrete pavement. Shape and compact as necessary

(pay item 30203-2000) after placement of asphalt

Shoulder up with Roadway Aggregate Method 2 for drainage and appearance.

concrete pavement. Shape and compact as necessary

(pay item 30203-2000) after placement of asphalt

Shoulder up with Roadway Aggregate Method 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 A G e n s h t\

R ty p .d

U.S. DEPARTMENT OF TRANSPORTATION

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

NUMBER

SHEET

AZ

MAINLINE

TYPICAL SECTIONS

Sheet 2 of 2

5' 12' 5'

Shldr Traveled Way Traveled Way Shldr

2% 2% in two lifts pavement. Placed

3" Asphalt concrete

8" of Select Borrow

Prime coat

Tack coat (between lifts)

PROPOSED

EXISTING

shift 2-4'

Centerline

12'

5' 5'12'12' in two lifts pavement. Placed

3" Asphalt concrete

Shldr Traveled Way Traveled Way Shldr

(between lifts)

Tack coat

8" of Select Borrow

8" of Select Borrow

Prime coat

362+00 to 380+00

TYPICAL SECTION

super 6% max super 6% max

420+00 to 588+00

285+00 to 348+00

227+00 to 252+00

TYPICAL SECTION

A7

Variable

Existing Slope Variable Existing Slope

Traveled WayTraveled Way

Match existing Match existing

Shldr

4'

Shldr

4'

Construction Limits

16' Clear Zone 16' Clear Zone

Fog sealPrime coat

Tack coat (between lifts)

11'11'

154+00 to 227+00

TYPICAL SECTION

pavement placed in two lifts

3" Asphalt concrete

Vari es

Varies

16' Clear Zone 16' Clear Zone

Construction and Clearing Limits

5'

Limit

Stake

Slope existing grade

Profile 3" above

V aries Var ies

Varies

Construction and Clearing Limits

16' Clear Zone

5'

Limits

Stake

Slope

3.

3.

3.

3.

Left and Right rumble stripes

Install edge line

Profile 8.

Profile 8.

NOTE:

See Detail B

DETAIL B

Detail A

See

Detail A

See

4.

4.

4.

9.

9.

8.

7.

6.

5.

4.

3.

2.

1.

Fog seal

Fog seal

8" Roadway Aggregate

8" Roadway Aggregate

See mainline typical section for

Foreslope

4'

(safety edge) pavement edge

30° - 35°

Construct

Varies

Vari es

Varies (min. 5')

8" Roadway Aggregate

6.6.

6.

6.

from Stations 165+00 to 227+00 at 3 inches above grade.

existing grade at proposed centerline. Keep the proposed profile

Profile shown in cross sections through town is 3 inches above on profile design changes allowed in the contract.

at proposed centerline. See section 152 of the SCRs for information

Profile shown in cross sections is 2 inches above existing grade

See cross sections for superelevation.

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.

See section 302 of the SCRs for information on roadway aggregate.

See cross sections for cut and fill slope ratios

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

Existing superelevated and widened sections are not shown.

6.

for drainage and appearance.

concrete pavement. Shape and compact as necessary

(pay item 30203-2000) after placement of asphalt

Shoulder up with Roadway Aggregate Method 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 A G e n s h t\

R ty p .d

U.S. DEPARTMENT OF TRANSPORTATION

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

NUMBER

SHEET

AZ

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

Variable

W

Variable

3' minimum

20' desired

15' min.

1.3'

W

1.3' d

APPROACH ROADS

TYPICAL SECTIONS

CLASSTYPE

APPLICATION

SAMPLE

* Match existing

(ft)

W

WIDTH

MIN.

(ft)

R

RADIUS

MIN.

4' (typ.)

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

A

A

E

D

C

B

A

D

C

B

A

N/A

N/A

Aggregate driveway

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

Sheet 1 of 2

A8

STATION

CLASS

TYPE

REMARKS

APPROACH ROAD SUMMARY

(ft)

LENGTH

PAVED

(ft)

LENGTH

TOTAL

(ft)

R

(ft)

W 1 2 (ft)

R widths greater than 15 feet.

Apply the normal crown to approach roads with

169+93 Lt.

155+26.61 Rt.

151+07.17 Rt.

147+06.71 Rt.

135+86.47 Rt.

122+05.39 Rt.

121+31.93 Lt.

120+39.19 Lt.

3A

3A

3A

3A

3A

3A

3A

3A

Match existing radii

Match existing radii

Match existing radii

Match existing radii

Match existing radii

Match existing radii

Match existing radii

Match existing radii

Variable

V a ria b le s

Mainline

±2%

TYPICAL PROFILE

SECTION B-B

A

V a ria b le

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

TYPICAL SYMBOL

M a in li e grade (optional)

Typical maximum design

A

SECTION A-A

NOTE:

NO SCALE

(1:6 desirable)

1:4 or flatter thicknesses and foreslopes.

Refer to mainline typical sections for structural section

TYPICAL PLAN

TYPE 3

APPROACH ROAD

REMARKS

APPROACH ROAD SUMMARY

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 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

3.

1.

2.

2.

Total length

Paved length

Subgrade edge

90° W

Type

Class

Mainline stationing

Typical maximum grade ±10%VPI

VPC

edge subgrade

Normal

Aggregate base edge 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 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 pavement edge

Asphalt concrete

M a in li

B

B 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

Subgrade edge

90° W pavement edge

Asphalt concrete

Aggregate base edge

TYPICAL PLAN

TYPE 4

APPROACH ROAD

ROW line approach roads.

Match existing radii for all Type 3 and Type 4 7.

6.

5.

4.

3.

2.

1.

4. 4.

5.

5.5.

6.

STATE PROJECT

P

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 e r in .j e s s e e

NUMBER

SHEET

AZ

APPROACH ROADS

TYPICAL SECTIONS

Sheet 2 of 2

A9

STATE PROJECT

P

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 e r in .j e s s e e

NUMBER

SHEET

AZ

Sheet and Description

B4 B5 B6 B7-B8 B9-B13 B14-B15 B16 B17-B19

Survey and Staking

Summary

Grading Summary

Surfacing Summary

Drainage Summary

Permanent Sign

Summary

Pavement Marking

Summary

TTC

Summary

Miscellaneo us

Summary Allowance Bid

Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15206-0000 SLOPE, REFERENCE, AND

CLEARING AND GRUBBING STAKE MILE 8.596 8.596

A0060 15210-3000 CENTERLINE, VERIFICATION AND

STAKING MILE 1.174 1.174

A0080 15214-3000 SURVEY AND STAKING, PARKING Parking Areas Near

AREA LPSM ALL Mormon Lake Lodge

A0100 15216-2000 SURVEY AND STAKING, GRADE

FINISHING STAKES MILE 17.193 17.193

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 15701-0000 SOIL EROSION CONTROL Sediment

Control LPSM ALL

A0220 15701-0000 SOIL EROSION CONTROL

Non-Stormwater Control LPSM ALL

A0240 15720-0000 STORM WATER POLLUTION

PREVENTION PLAN LPSM ALL

A0260 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A0280 20101-0000 CLEARING AND GRUBBING ACRE 69.314 2.686 72.000

A0300 20301-2400 REMOVAL OF SIGN EACH 98 7 105

A0320 20304-1000 REMOVAL OF STRUCTURES AND Removal of planters, OBSTRUCTIONS wheel stops, and existing concrete

LPSM ALL near Mormon Lake Lodge

A0340 20401-0000 ROADWAY EXCAVATION CUYD 27,294 2,706 30,000

A0360 20402-0000 SUBEXCAVATION CUYD 2,000 2,000 As directed by the CO.

A0380 20410-0000 SELECT BORROW CUYD 13,146 1,354 14,500

A0400 20441-0000 WASTE CUYD 8,417 883 9,300

A0420 25101-2400 PLACED RIPRAP, METHOD B,

CLASS 4 CUYD 69 6 75

A0440 30203-2000 ROADWAY AGGREGATE, METHOD 2 SQYD 203,959 10,041 214,000

A0500 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 33,117 3,383 36,500

A0520 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 333 32 365

A0560 40601-0000 FOG SEAL TON 85 8 93

MileStone: 100% Date Completed: 08/30/18 Report Date: 09/04/18

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A 4-

S ep

-2

7:

A

M

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities cf lc ad d3 .c flh d.

lo ca l\ pr oj ec ts \A

Z \a z2

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R oa dw ay

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D _S he et s\ B -S um m

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STATE PROJECT

B1AZ FLAP 237(1)

Mormon Lake

AZ

SHEET

NUMBER

Survey and Staking

Summary

Grading Summary

Surfacing Summary

Drainage Summary

Permanent Sign

Summary

Pavement Marking

Summary

TTC

Summary

Miscellaneo us

Summary Allowance Bid

Schedule

A0580 40605-0000 BLOTTER TON 1,504 146 1,650

A0600 41102-1000 PRIME COAT, METHOD 1 SQYD 203,959 10,041 214,000

A0620 41201-0000 TACK COAT TON 89 8 97

A0640 60201-0600 18-INCH PIPE CULVERT LNFT 125 13 138

A0660 60201-0800 24-INCH PIPE CULVERT LNFT 149 14 163

A0680 60201-0900 30-INCH PIPE CULVERT LNFT 25 3 28

A0700 60201-1000 36-INCH PIPE CULVERT LNFT 21.5 4.5 26.0

A0720 60210-0600 END SECTION FOR 18-INCH PIPE

CULVERT EACH 2 13

A0740 60210-0800 END SECTION FOR 24-INCH PIPE

CULVERT EACH 18 20

A0760 60210-0900 END SECTION FOR 30-INCH PIPE

CULVERT EACH 3 2 5

A0780 60210-1000 END SECTION FOR 36-INCH PIPE

CULVERT EACH 6 2 8

A0800 60220-1800 8 FEET SPAN, 4 FEET RISE Includes headwalls

PRECAST REINFORCED CONCRETE and wingwalls.

BOX CULVERT LNFT 18 4 22

A0820 60704-0000 CLEANING CULVERT IN PLACE EACH 25 6 31

A0840 60901-8000 CURB, TIMBER LNFT 118 12 130

A0860 60902-1100 CURB AND GUTTER, CONCRETE,

13-INCH DEPTH LNFT 223 22 245

A0880 61901-0000 FENCE LNFT 223 77 300

A0900 61903-1300 CATTLE GUARD, 36 FEET EACH 4 4

A0920 62201-0200 DUMP TRUCK, 8 CUBIC YARD

MINIMUM CAPACITY HOUR 60 60

A0940 62201-0350 BACKHOE HOUR 60 60

A0960 62201-0950 WHEEL LOADER, 3 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 60 60

A0980 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM

BLADE HOUR 60 60

A1000 62201-3300 HYDRAULIC EXCAVATOR, 3/4

CUBIC YARD MINIMUM CAPACITY HOUR 60 60

A1020 62301-0000 GENERAL LABOR HOUR 60 60

A1040 62302-1000 SPECIAL LABOR, HIRED

TECHNICAL SERVICES HOUR 100 100

A1060 62302-1100 SPECIAL LABOR, HIRED SURVEY

SERVICES HOUR 100 100

A1080 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 23.4 1.6 25.0

A1100 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 23.4 1.6 25.0

4- S ep

-2

7:

A

M

MileStone: 100% Date Completed: 08/30/18 Report Date: 09/04/18 cf lc ad d3 .c flh d.

lo ca l\ pr oj ec ts \A

Z \a z2

(1

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\S pr ea ds he et s\ [s um m ar y.

xl sm

]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

B2AZ FLAP 237(1)

Mormon Lake

AZ

Survey and Staking

Summary

Grading Summary

Surfacing Summary

Drainage Summary

Permanent Sign

Summary

Pavement Marking

Summary

TTC

Summary

Miscellaneo us

Summary Allowance Bid

Schedule

A1120 63301-0000 SIGN SYSTEM EACH 122 11 133

A1140 63308-2000 OBJECT MARKER, TYPE 2 EACH 150 15 165

A1160 63309-0000 DELINEATOR EACH 177 24 201

A1180 63316-1000 REMOVE AND RESET SIGN EACH 8 8

A1200 63402-0300 PAVEMENT MARKINGS, TYPE B,

SOLID MILE 68.1 1.4 7.5 77.0

A1220 63402-0400 PAVEMENT MARKINGS, TYPE B,

BROKEN MILE 6.7 2.3 9.0

A1240 63405-0050 PAVEMENT MARKINGS, SYMBOLS EACH 20 2 22

A1260 63405-0550 PAVEMENT MARKINGS, TYPE B,

STRAIGHT ARROW EACH 4 4

A1280 63405-0850 PAVEMENT MARKINGS, TYPE B,

ACCESSIBILITY SYMBOL EACH 3 3

A1300 63501-1000 TEMPORARY TRAFFIC CONTROL,

TRAFFIC CONTROL SUPERVISOR LPSM ALL

A1320 63502-0700 TEMPORARY TRAFFIC CONTROL,

CONE EACH 500 500

A1340 63502-1300 TEMPORARY TRAFFIC CONTROL,

DRUM EACH 500 500

A1360 63502-2000 TEMPORARY TRAFFIC CONTROL, To be used on Lake

PORTABLE CHANGEABLE MESSAGE Mary Road as directed

SIGN EACH 2 2 by the CO

A1380 63503-1000 TEMPORARY TRAFFIC CONTROL,

PLASTIC FENCE LNFT 500 500

A1400 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 216 24 240

A1420 63505-1000 TEMPORARY TRAFFIC CONTROL,

PAVEMENT MARKINGS MILE 40.0 40.0

A1440 63506-0500 TEMPORARY TRAFFIC CONTROL,

FLAGGER HOUR 7,000 7,000

A1460 63506-0600 TEMPORARY TRAFFIC CONTROL,

PILOT CAR HOUR 3,000 3,000

A1480 63610-0000 CONDUIT LNFT 40 40 Station 175+63

4- S ep

-2

7:

A

M

MileStone: 100% Date Completed: 08/30/18 Report Date: 09/04/18 cf lc ad d3 .c flh d.

lo ca l\ pr oj ec ts \A

Z \a z2

(1

R oa dw ay

\C

AD

D _S he et s\ B -S um m

\S pr ea ds he et s\ [s um m ar y.

xl sm

]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

B3AZ FLAP 237(1)

Mormon Lake

AZ

SUMMARY

SURVEY AND STAKING

B4

STATE PROJECT

P

M c fl c a d d .c fl h d .l o c a l\ p r o je c ts 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 a r y .d

U.S. DEPARTMENT OF TRANSPORTATION

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

NUMBER

SHEET

AZ

GRADING

B5

NOTE:

it meets Section 204 of the FP and the SCRs.

Waste material may be used for select borrow material if raise.

See Section 152 of the SCRs for contractor option on grade for information only.

The 3 inch above and 1 inch above tables are provided

The grading summary assumes 2 inch profile raise.

4.

3.

2.

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 B S u m m G r a d in g S u m .d

U.S. DEPARTMENT OF TRANSPORTATION

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

NUMBER

SHEET

AZ

SURFACING SUMMARY

B6

NOTE:

foreslope and shouldering up.

assumes the triangle area shown in the typical sections of the

Pay Item 30206-0500, Roadway Aggregate Shoulder Finishing surface.

calcuated by assuming the area under the proposed paved

Pay Item 30203-2000, Roadway Aggregate Method 2 was

2.

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 B S u m m S u r fa c in g S u m .d

U.S. DEPARTMENT OF TRANSPORTATION

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

NUMBER

SHEET

AZ

DRAINAGE SUMMARY

B7

STATE PROJECT

P

M c fl c a d d .c fl h d .l o c a l\ p r o je c ts 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 a r y .d

U.S. DEPARTMENT OF TRANSPORTATION

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

NUMBER

SHEET

AZ

Mormon Lake

AZ FLAP 237(1)

STATE PROJECT

P

M c fl c a d d .c fl h d .l o c a l\ p r o je c ts 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 a r y .d

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

NUMBER

SHEET

AZ

DRAINAGE SUMMARY

B8

STATE PROJECT

P

M c fl c a d d .c fl h d .l o c a l\ p r o je c ts 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 a r y .d

U.S. DEPARTMENT OF TRANSPORTATION

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

NUMBER

SHEET

AZ

SIGN SUMMARY

PERMANENT

Sheet 1 of 5

B9

STATE PROJECT

P

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 I G

N S u m m a r y .d

U.S. DEPARTMENT OF TRANSPORTATION

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

NUMBER

SHEET

AZ

Sheet 2 of 5

B10

STATE PROJECT

P

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 I G

N S u m m a r y .d

U.S. DEPARTMENT OF TRANSPORTATION

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

NUMBER

SHEET

AZ

Sheet 3 of 5

B11

STATE PROJECT

P

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 I G

N S u m m a r y .d

U.S. DEPARTMENT OF TRANSPORTATION

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

NUMBER

SHEET

AZ

Sheet 4 of 5

B12

STATE PROJECT

P

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 I G

N S u m m a r y .d

U.S. DEPARTMENT OF TRANSPORTATION

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

NUMBER

SHEET

AZ

Sheet 5 of 5

B13

STATE PROJECT

P

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 I G

N S u m m a r y .d

U.S. DEPARTMENT OF TRANSPORTATION

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

NUMBER

SHEET

AZ

B14

SUMMARY

PAVEMENT MARKINGS

STATE PROJECT

A

M c fl c a d d .c fl h d .l o c a l\ p r o je c ts 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

T R I P I N

G S u m m a r y .d

U.S. DEPARTMENT OF TRANSPORTATION

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

NUMBER

SHEET

AZ

B15

SUMMARY

PAVEMENT MARKINGS

STATE PROJECT

P

M c fl c a d d .c fl h d .l o c a l\ p r o je c ts 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

T R I P I N

G S u m m a r y .d

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

B16

STATE PROJECT

P

M c fl c a d d .c fl h d .l o c a l\ p r o je c ts 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 S u m m a r y .d

U.S. DEPARTMENT OF TRANSPORTATION

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

NUMBER

SHEET

AZ

MISCELLANEOUS

Sheet 1 of 3

B17

STATE PROJECT

A

M c fl c a d d .c fl h d .l o c a l\ p r o je c ts 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 a r y .d

U.S. DEPARTMENT OF TRANSPORTATION

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

NUMBER

SHEET

AZ

Sheet 2 of 3

B18

STATE PROJECT

P

M c fl c a d d .c fl h d .l o c a l\ p r o je c ts 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 a r y .d

U.S. DEPARTMENT OF TRANSPORTATION

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

NUMBER

SHEET

AZ

Sheet 3 of 3

B19

STATE PROJECT

P

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 a r y .d

U.S. DEPARTMENT OF TRANSPORTATION

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

NUMBER

SHEET

AZ

.1

IN

C

M P

.7

STONE

.3

S

IL

T E

D3029

.6

IN

C M

P

T T

W W

B W

S T

O

PP

O

T

.0

P C

C

.4

P T

.1

P C

.6

P O

T

.0

P C

.1

P C

C

.4

P T

.1

P C

.6

.3

.0

I

N C

M P

7224.4

BH1

I

N C

M P

.4

.9

.1

IN

C

M P

P C

.6

P T

.0

P C

.6

P T

.0

STATE PROJECT

P

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 S c o p in g P P .d

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

NUMBER

SHEET

AZ

Mormon Lake

AZ FLAP 237(1)

C1

STATIONS 100+00 TO 128+00

PLAN SHEET

MORMON LAKE ROAD

200'100'0

Scale in Feet

200'100'0

Scale in Feet

PI 101+84.45

D

R = 1,803.00'

T = 108.27'

L = 216.28'

Curve = MAIN-1 Curve = MAIN-2

PI 107+31.78

D

R = 947.50' T = 439.33'

Curve = MAIN-3

PI 116+25.27

D

R = 1,100.00'

T = 192.67'

L = 381.47' e = 4.2% e = 5.6%

L = 822.74' e = 5.4%

A

A

A

.1

.9

.3

ADD 24" FES

Extend 24" CMP 1.5'

100+84 Lt.

Add 24" FES

Extend 24" CMP 5'

121+54 Lt.

Install new cattle guard

Remove existing cattle gaurd

101+00

Station 101+00

Mormon Lake Road

Begin AZ FLAP 237(1)

26.5 F

T HIG

H

T

7196.9

BH2

STOP

P C

.9

P T

.0

P C

.5

P C

.9

P T

.0

P C

.5

71307130

.0

.0

H X

W B

O X

.5

.5

H X

W B

O X

BENCH MARK

ADOT BC "7122.91"

7126.657

BENCH MARK

7128.390 ADOT BC "7124.91"

HAND RAILFLAG POLE

7139.6

7141.5

18 IN

CM

P

STOP

7167.37169.4

18 IN CMP

P T

.4

P T

.4

20100

20118

C2

STATIONS 128+00 TO 158+00

PLAN SHEET

MORMON LAKE ROAD

200'100'0

Scale in Feet

200'100'0

Scale in Feet

A

Curve = MAIN-4

PI 136+88.37

D

R = 2,803.00'

T = 201.38'

L = 402.06'

A

Curve = MAIN-5

PI 145+12.56

D

R = 975.00'

T = 342.00'

L = 657.86'

A

.4

.1

7 1

.6 e = 3.2% e = 5.6%

A

Install cattle guard

Remove existing cattle guard.

157+70

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 S c o p in g P P .d g n

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

NUMBER

SHEET

AZ

7125 7125 7125

71257125

7125 7125

.0

.0

H X

W B

O X

.5

B W

B W

.0

I

N C

M P

.9

BW

T P

O S

T

T P

O S

T

T P

O S

T

T

.8

IN

C

MP

BWT POST

.6

R R T I E

I

N C

M P

.4

BENCH MARK BH3

7126.8

CONC

.8

I

N C

M P

.8

.0

C O

N C

BENCH MARK

7128.390

ADOT BC "7124.91"

.7

I

N C

M P

I

N C

M P

.0

.1

.3

STONE

WOOD

STONE

7131.4

STONE

S T

O N

E

20099

20100

SECTION LINE

W A T E R

W A T E R

W A T E R M

E T E R

.2

B H 4 4163

X

X

X

X

X

20201

20302

20303

STATE PROJECT

P

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 S c o p in g P P .d

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

NUMBER

SHEET

AZ

Mormon Lake

AZ FLAP 237(1)

C3

200'100'0

Scale in Feet

200'100'0

Scale in Feet

STATIONS 158+00 TO 187+00

PLAN SHEET

MORMON LAKE ROAD

A

1+

A

A

A

A

A

4 1

A

A 4

A

A

A

A

A

A

A

A

A

A

Clean culvert in place

170+62 Lt.

Clean culvert in place

173+44 Lt.

Clean culvert in place

176+79 Lt.

Clean culvert in place

179+36 Lt.

Clean culvert in place

180+43 Lt.

Clean culvert in place

180+90 Lt.

Clean culvert in place

181+68 Lt.

Clean culvert in place

182+48 Lt.

Clean culvert in place

182+99 Lt.

Clean culvert in place

183+37

Clean culvert in place

184+78 Lt.

Clean culvert in place

185+11 Lt.

Clean culvert in place

185+32

A

A

3" pipe conduit for future

Install 40' of

175+63

Clean culvert in place

185+85 Lt.

the ditch will be through equipment hours.

Grade ditch to drain between culverts. Payment for grading around station 172+50 and continues to station 191+00.

There is an existing ditch along the left side of the road that begins

Note:

the ditch will be through equipment hours.

Grade ditch to drain between culverts. Payment for grading around station 172+50 and continues to station 191+00.

There is an existing ditch along the left side of the road that begins

Note:

71257125

7125 7125 7125

7125 7125

STOP

7126.2

BH4

T

W

ATER

IRRIGATION

W

ATER

IRRIGATION

W

ATER

W

ATER

IRRIGATION

W

ATER

IRRIGATION

VENT

4 IN

20139

20140

20168

P. C.

X

20183

20184

P. C.

X

20186

20187

20188 20189

20190

20196

P. C.

X

20308

20309

P. C.

X

20323

P. C.

X

.0

X

X

X .8

I

N C

M P

X

.3

.9

I

N C

M P

.1

I

N C

M P

STOP

12 IN CMP

7124.8

.1

T

X

T

F

IR

E P L

A C

E

T

T

W A T E R F

A U

C E T

T

V E N T

T

STONE LANDSCAPING

G A S L

IG

H T

E V

E

G A S L

IG

H T

0 2

0 2

20137

STATE PROJECT

P

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 S c o p in g P P .d

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

NUMBER

SHEET

AZ

Mormon Lake

AZ FLAP 237(1)

C4

200'100'0

Scale in Feet

200'100'0

Scale in Feet

STATIONS 187+00 TO 215+00

PLAN SHEET

MORMON LAKE ROAD

A

A

A

A

A

A

A

A 4

A

A

A

A

A

A

A

A

Clean culvert in place

186+90 Lt.

Clean culvert in place

187+77 Lt.

Clean culvert in place

188+32 Lt.

Clean culvert in place

188+62 Lt.

Clean culvert in place

189+04 Lt.

Clean culvert in place

190+33 Lt.

in place

Clean culvert

189+47 Lt.

A

A

A

A

Clean culvert in place

193+22

A

Clean culvert in place

200+82

Clean culvert in place

209+38

Add 24" FES

Extend 24" CMP 5'

213+73 Lt.

A in front of lodge

Remove existing planters

See Sheet D2 for parking lot layouts.

Note:

the ditch will be through equipment hours.

Grade ditch to drain between culverts. Payment for grading around station 172+50 and continues to station 191+00.

There is an existing ditch along the left side of the road that begins

Note:

57125

I

N C

M P

.6

BW

I

N S

T E

E L P I P

E U

P I

N

.9

I

N C

M P

.9

.9

F

IR

E R

IN

G

.1

X

I

N C

M P

.1

WOOD A

RCH W

AY

.3

WOOD RAIL

2 I N S

TEEL

I

N C

M P

T

.9

B H

T E L E

20157

71207120

71257125

.2

.3

I

N C

M P

.4

.3

I

N C

M P

.7

I

N C

M P

.6

T

TE

LE

OLD ROAD BED

T

P T

.0

P C

.7

P T

.3

P T

.0

P C

.7

P T

.3

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 S c o p in g P P .d

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

NUMBER

SHEET

AZ

Mormon Lake

AZ FLAP 237(1)

C5

STATIONS 215+00 TO 243+00

PLAN SHEET

MORMON LAKE ROAD

200'100'0

Scale in Feet

200'100'0

Scale in Feet

Curve = MAIN-18

PI 228+41.06

D

R = 1,002.50'

T = 148.12'

L = 294.11' e = 5.4% 3

A

Curve = MAIN-19

PI 241+89.20

D

R = 2,000.00'

T = 196.41'

L = 391.56' e = 4.0%

Add 18" FES

Extend 18" CMP 11'

232+16 Rt.

Add 18" FES

Extend 18" CMP 12'

232+72 Rt.

Add 30" FES

Extend 30" CMP 1'

237+80 Rt.

A

1. Stations 239+00 -246+00 potential material source.

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 S c o p in g P P .d

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

NUMBER

SHEET

AZ

Mormon Lake

AZ FLAP 237(1)

5 7140 7145

BW

T T

.3

I

N C

M P

.5

I

N C

M P

.9

.1

T T

N O P

A S

S I N

G Z

O N

E

P T

.3

P T

.3

71407145

7155 7155

E R

O S I O

N

.7

.7

I

N C

M P

.8

IN

C

M P

.7

.7

IN

C

M P

BOULDERS

.1

.5

I

N C

M P

I

N C

M P

.9

.5T T

.1

T

C U

R V

E

N O P

A S

S I N

G Z

O N

E

90N

BH

7156.4

P C

.0

P C

.0

C6

200'100'0

Scale in Feet

200'100'0

Scale in Feet

STATIONS 243+00 TO 270+00

PLAN SHEET

MORMON LAKE ROAD

Add 24" FES

Extend 24" CMP 12.5'

246+23 Lt.

Add 24" FES

Extend 24" CMP 5.5'

255+22 Lt.

Curve = MAIN-20

PI 267+97.72

D

R = 2,333.00'

T = 532.67'

L = 1,047.38' e = 3.6%

Add 36" FES

Extend 36" CMP 4'

258+41 Lt.

A

Add 24" FES

Extend 24" CMP 20.5'

266+94 Lt.

NOTE:

1.

1.

NOTE:

Stations 239+00 -246+00 potential material source.

Stations 260+50 - 268+50 potential material source.

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 S c o p in g P P .d

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

NUMBER

SHEET

AZ

Mormon Lake

AZ FLAP 237(1)

5 7135 7135

7145 7145

7145 714

5 7150

T

.2

T

BW

T

T

I

N C

M P

.0

BW

.7

T

T BWSTEEL7

.7

.7

T

.8

IN

C

M P

.9

C U

R V

E

IN

C

M P

.7

.7

IN

C

M P

.2

I

N C

M P

.8 F

T H I G

H

P T

.4

P C

.5

P T

.0

P T

.4

P C

.5

P T

.0

.7

IN

C

M P

.5

T

T

T

.5

.6 F

T H

IG

H

.0

B H

I

N C

M P

.7

T

LARGE STONES

R O

W O

F R

O C

K S

P T

.0

P C

.8

P T

.0

P C

.8

C7

200'100'0

Scale in Feet

200'100'0

Scale in Feet

STATIONS 270+00 TO 298+00

PLAN SHEET

MORMON LAKE ROAD

Add 24" FES

Extend 24" CMP 7.5'

271+12 Lt.

Add 24" FES

Extend 24" CMP 4.5'

272+58 Lt.

A

D

Curve = MAIN-21

PI 280+59.66

R = 1,439.50'

T = 450.14'

L = 872.54' e = 4.6%

Add 36" FES

Extend 36" CMP 2.5'

279+57 Lt.

Add 36" FES

Extend 36" CMP 3'

298+37 Rt.

A

A

A

1. Stations 292+50 - 296+00 potential material source.

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 S c o p in g P P .d

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

NUMBER

SHEET

AZ

Mormon Lake

AZ FLAP 237(1)

7160 7165

.5

T E

L E

C

A B

L E

I

N C

M P

.7

T

LARGE STONES

T

P C

.8

P T

.0

P C

.9

P C

.8

P T

.0

P C

.9

.0

.0

I

N C

M P

T

IN

C

M P

.3

.1

B H

.9

7172.3

18 IN CMP SILTED

7173.4

T

X T

E L E

P T

.2

P C

.2

P T

.3

P T

.2

P C

.2

P T

.3

C8

200'100'0

Scale in Feet

200'100'0

Scale in Feet

STATIONS 298+00 TO 327+00

PLAN SHEET

MORMON LAKE ROAD

Curve = MAIN-22

PI 301+40.47

D

R = 1,102.50'

T = 331.59'

L = 644.20' e = 5.2%

PI 312+52.76

D

R = 671.50'

T = 704.79'

L = 1,087.27'

Curve = MAIN-23 e = 6.0%

Curve = MAIN-24

PI 323+75.74

D

R = 977.50'

T = 336.45'

L = 648.07' e = 5.6%

Add 24" FES

Extend 24" CMP 2.5'

316+42 Rt.

Add 18" FES

Extend 18" CMP 3'

324+73 Rt.

A

A

A

P

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 S c o p in g P P .d

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

NUMBER

SHEET

AZ

Mormon Lake

AZ FLAP 237(1)

71707170

T

.6

B W

.7

I

N C

M P

B H

.1

T

T

P T

.3

P C

.6

P T

.3

P C

.5

P T

.3

P C

.6

P T

.3

P C

.5

W A

T E

R

W A

T E

R

T

S T

O P

X

X

X

X

X

X

T

X

X

X

X 2 2

X

X

T

STOP

X

X

X

X

T

X

X

X V

A U

L T

T

X

T

X

X

X

X

X 3 3

X

O/H APPROX 18'

P T

.0

P C

.9

P T

.4

P C

.2

P C

C

.7

P T

.8

P C

.6

P T

.0

P C

.9

P T

.4

P C

.2

P C

C

.7

P T

.8

P C

.6

C9

STATIONS 327+00 TO 355+00

PLAN SHEET

MORMON LAKE ROAD

200'100'0

Scale in Feet

200'100'0

Scale in Feet

Curve = MAIN-25

PI 332+76.28

D

R = 1,497.50'

T = 205.66'

L = 408.76' e = 4.6%

Curve = MAIN-26

PI 339+37.39

D

R = 815.00'

T = 291.85'

L = 560.50'

Curve = MAIN-27

PI 344+30.78

D

R = 5,000.00'

T = 157.81'

L = 315.52'

Curve = MAIN-28

PI 348+79.67

D

R = 566.50' T = 105.46' L = 208.52'

Curve = MAIN-29

PI 351+13.27

D

R = 599.50'

T = 130.54'

L = 257.06' e = 5.8% e = 2.0% e = 6.0% e = 6.0%

Extend 2'x3' squashed CMP 1'

344+12 Lt.

Add 24" FES

Extend 24" CMP 1.5'

352+20 Lt.

A

A

A

Shdr_Outside_Layer1_L

Shdr_Subgrade_L

Pvmt_ETW_LayerTop_L

Shdr_EOP_Layer1_L

Shdr_Wedge_Layer2_R

Shdr_Outside_Layer41_L

Shdr_Outside_Layer31_L

Slope_Stake_Fill_L

Pvmt_ETW_Layer1_L

Shdr_EOP_LayerTop_L

Shdr_Outside_Layer1_R

Shdr_EOP_Layer41_L

Shdr_EOP_Layer1_R

Pvmt_ETW_LayerTop_R

Shdr_EOP_Layer31_L

Shdr_ETW_Layer2_L

Shdr_ETW_Layer3_L

Shdr_EOP_LayerTop_R

Pvmt_ETW_Layer1_RShdr_ETW_Layer4_L

Pvmt_CL_LayerTop

Pvmt_CL_Layer1

Shdr_Wedge_Layer2_L

Shdr_Subgrade1_L

Shdr_Outside_Layer1_L

Shdr_Subgrade_L

Pvmt_ETW_LayerTop_L

Shdr_EOP_Layer1_L

Shdr_Wedge_Layer2_R

Shdr_Outside_Layer41_L

Shdr_Outside_Layer31_L

Slope_Stake_Fill_L

Pvmt_ETW_Layer1_L

Shdr_EOP_LayerTop_L

Shdr_Outside_Layer1_R

Shdr_EOP_Layer41_L

Shdr_EOP_Layer1_R

Pvmt_ETW_LayerTop_R

Shdr_EOP_Layer31_L

Shdr_ETW_Layer2_L

Shdr_ETW_Layer3_L

Shdr_EOP_LayerTop_R

Pvmt_ETW_Layer1_RShdr_ETW_Layer4_L

Pvmt_CL_LayerTop

Pvmt_CL_Layer1

Shdr_Wedge_Layer2_L

Shdr_Subgrade1_L

9'

14'10'

.5 m in

1:2

Placed class 4 riprap.

(non-woven), type C

Earthwork geotextile, Class 1 extension details.

pay item. See 602 Specials A-I for considered subsidiary to 6022-0350 box culvert 9'. Headwall and wingwall

350+05 Lt. Extend existing box 8'x4'

350+05 Box Culvert Extension and Riprap at culvert outlet.

See cross section below for riprap detail

350+05 Rt.

A

A

A

A

A

A

P

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 S c o p in g P P .d

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

NUMBER

SHEET

AZ

Mormon Lake

AZ FLAP 237(1)

.7

.7

I

N C

M P

.6

T

I

N C

M P

.1

T

B W

TT

P

O S T

.6

B H

STO

P

BO

TTO

M O

F PO

O L

BO

TTO

M O

F PO

O L

T P

O S T

T P

O S T

T P

O S T

.8

IN

C

M P

W A T E R

7141.5 7141.5

W A T E R

12 IN

STEEL TO

P O

F PIPE

STE

EL R

ETAIN

ING

C O

N C

B W

.7

STOP

I

N P

V C

S T E

E L R

E T

A

IN

IN

G

T S T O P

X

X

X

X

X

X

T

X

X

X

X

X

X

PCC 349+

82.74

P T

.8

P C

.6

5+

PT 365+

20.93PCC 349+

82.74

P T

.8

P C

.6

5+

PT 365+

20.93

O ffs e t=

' L

T

S ta

.0

7140 7140

7145 7145

.4

IN

C

M P

.7

.7

I

N C

M P

.1

B U

R

IE

D C

A B

L E

B U

R I E

D C

A B

L E

T

B U

R

IE

D C

A B

L E

N O P

A S

S Z

O N

E

T

C U

R V

E

N O P

A S

S I N

G Z

O N

E C

U R

V E

TB

U

R I E

D C

A B

L E

D I R

E C

T I O

N S

7133.6

BH11

STONE

P T

.9

P C

.7

PT

.8

P T

.9

P C

.7

PT

.8

C10

STATIONS 355+00 TO 379+00

PLAN SHEET

MORMON LAKE ROAD

200'100'0

Scale in Feet

200'100'0

Scale in Feet

Curve = MAIN-30

PI 361+11.17

D

R = 718.00'

T = 728.54'

L = 1,138.29' e = 6.0%

A

A

A

Add 36" FES

Extend 36" CMP 2'

361+22 Lt.

Curve = MAIN-31

PI 376+23.50

D

R = 800.00'

T = 379.73'

L = 709.08' e = 6.0%

Add 18" FES

Extend 18" CMP 9'

377+75 Lt.

Stations 369+00 - 376+50 potential material source.1.

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 S c o p in g P P .d

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

NUMBER

SHEET

AZ

Mormon Lake

AZ FLAP 237(1)

7190 7190

5 7220

.9

I

N C

M P

IN

C

M P

.4

IN

C

M P

.8

B U R

IE

D C

A B

LE

.9

.1

B U

R

IE

D C

A B L E

B U

R I E

D C

A B

L E

C U

R V

E

.2

B H

T

T

C U

R V

E

P T

.8

P C

.2

P T .0

PO

T .0

PC

.3

P C

C

.6

P C C

.1

PT 1003+

44.27

POT 1003+78.91

P T

.8

P C

.2

P T .0

7130713

0 7

.4

.0

I

N C

M P

.8

.9

I

N C

M P

B U

R I E

D C

A B

L E

B U

R I E

D C

A B

L E

C U

R V

E

N O P

A S

S I N

G

X

P T

.0

P C

.2

P T

.2

P C

.2

P T

.2

PT

.2

PO

T .9

P T

.0

P C

.2

P T

.2

P C

.2

P T

.2

C11

200'100'0

Scale in Feet

200'100'0

Scale in Feet

STATIONS 379+00 TO 407+00

PLAN SHEET

MORMON LAKE ROAD

Curve = MAIN-32

PI 390+43.19

D

R = 814.50'

T = 432.90'

L = 795.80' e =5.8%

Add 24" FES

Extend 24" CMP 3'

393+68 Lt.

PI 400+38.26

D

R = 1,250.00'

T = 192.98'

L = 382.93'

Curve = MAIN-33 Curve = MAIN-34

PI 404+68.16

D

R = 1,000.00'

T = 107.91'

L = 214.98' e = 5.0% e = 4%

Add 24" FES

Extend 24" CMP 3'

384+98 Lt.

See Sheet D1

Stations 379+50 - 397+00 potential material source.1.

NOTE:

Stations 379+50 - 397+00 potential material source.1.

P

M c fl c a d d .c fl h d .l o c a l\ p r o je c ts 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 S c o p in g P P .d

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

NUMBER

SHEET

AZ

Mormon Lake

AZ FLAP 237(1)

71257125

7140 7

.8

I

N C

M P

.8

I

N C

M P

.5

T

T

18 IN CM

P

.5

7128.4

DIR ONLY

D I R O

N L

Y

T

B H

.0

.5

I

N C

M P

3 2 1

.3

X S

Q U

A S

H P I P

E

.9

STOP

T

P T

.2

P C

.2

P T

.3

P T

.2

P C

.2

P T

.3

7140 7140

.2

IN

C

M P

.8

.1

I

N C

M P

.87137.0

BW

.3

I

N C

M P

.5

.6

7137.6

24 IN CMP SILTED IN

X S

Q U

A S

H P

IP

E

.9

I

N C

M P

.1

7138.1

7138.9

12 IN CM

P

W O

O D

T E

L T

T

T

W O

O D

W O

O D

T

T

X

STOP

P C

.2

P C

.2

407+00 TO 434+00

PLAN SHEET

MORMON LAKE ROAD

C12

200'100'0

Scale in Feet

200'100'0

Scale in Feet

Curve = MAIN-35

PI 411+78.74

D

R = 3,800.50'

T = 346.47'

L = 691.03' e = 2.4%

A

Curve = MAIN-36

PI 430+90.22

D

R = 1,622.00'

T = 689.99'

L = 1,304.75' e = 4.4%

A

A

A

A

Add 24" FES

Extend 24" CMP 16'

427+94 Rt.

Add 24" FES

Extend 24" CMP 4.5'

431+97 Rt.

Add 36" FES

Extend 36" CMP 9'

424+27 Rt.

existing pump house

Do not disturb

P

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 S c o p in g P P .d

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

NUMBER

SHEET

AZ

Mormon Lake

AZ FLAP 237(1)

7130 7135

I

N C

M P

.8

.9

W A

T E

R

F L E

X I B

L E W

A T

E R L I N

E V

A L

V E

T

T

TT

X

.3

B H

7156.0

IN

C

M P

.6

18 IN CMP

7157.6

.7

S I L T

E D

X V

A U

L T T

E L T

D S

T

.0

I

N C

M P

.2

7164.6

18 IN CM

P

7165.0

T

STOP

T

P T

.9

P C

.3

P T

.8

P T

.9

P C

.3

P T

.8

O ffs e t=

' R

T

S ta

.8

07180

7164.6

18 IN CMP

7165.0

I

N C

M P

.8

T

7168.0

.6

7169.0 18 IN CMP POOR

.8

S A

T D

I S

H

T

I

N C

M P

.9

.8

.8

IN

B

O X

V70744

D I R O

N L

Y

.3

I

N C

M P

T

T

T E

L E

C O

M

X

BENCH MARK

A D

O T B

M E

L E V

.0

.5

W I R

E H

T

.0

P T

.8

P C

.6

P T

.7

P T

.8

P C

.6

P T

.7

C13

STATIONS 434+00 TO 463+00

PLAN SHEET

MORMON LAKE ROAD

200'100'0

Scale in Feet

200'100'0

Scale in Feet

Curve = MAIN-37

PI 444+35.25

D

R = 1,138.00'

T = 468.89'

L = 889.53' e = 5.2%

A 3

A

Add 24" FES

Extend 24" CMP 8'

443+61 Rt.

A

A

A

A

A

Curve = MAIN-38

PI 458+78.45

D

R = 962.00' T = 474.85' L = 882.20' e = 5.6%

Add 24" FES

Extend 24" CMP 16'

458+10 Rt.

A

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 S c o p in g P P .d

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

NUMBER

SHEET

AZ

Mormon Lake

AZ FLAP 237(1)

.8

.8

IN

B

O X

W O

O D

T P

O S

T

DUP115

DUP52

T P

O S

T

T

T

T E

L E

C O

M

X

T P

O S

T

W O

O D

3 2 1

BW

BW

BENCH MARK

A D

O T B

M E

L E

V

.0

.5

.1

B H

P T

.7

P C

.2

P T

.8

P T

.7

P C

.2

P T

.8

H .E .S N o . 3

E n d U

S F S P a rc e l 7

S ta

.5

BW

W O

O D

6 T P

O S

T

T P

O S

T

BW

7210.3

7212.2

18 IN CMPSTOP

P C

.1

P T

.4

P C

.1

P T

.4

B e g in U

S F S P a r c e l 8

S ta

.4

C14

STATIONS 463+00 TO 492+00

PLAN SHEET

MORMON LAKE ROAD

200'100'0

Scale in Feet

200'100'0

Scale in Feet

Curve = MAIN-39

PI 466+78.51

D

R = 1,103.00'

T = 266.30'

L = 522.59' e = 5.2%

A

A

Curve = MAIN-40

PI 480+99.48

D

R = 6,997.00'

T = 303.35'

L = 606.33'

A

602 Specials A-I for extension details.

subsidary to pay item 60221-0350. See

Headwall and wingwalls are considered culvert 9'. Install headwalls and wingwalls.

463+12 Rt. Extend existing 8'x4' box e = 2.0%

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 S c o p in g P P .d

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

NUMBER

SHEET

AZ

Mormon Lake

AZ FLAP 237(1)

7230 7230

.1

I

N C

M P H

A L F S I L T E

D

.1

B U

R I E

D

BENCH MARK

I

N C

M P

.1

.6

B H

.0

P C

.3

P T

.1

P C

.3

P T

.1

.7

I

N C

M P H

A L F S I L T

E D

.8

132STOP

.3

B H

P T

.1

P C

.6

P T

.3

P T

.1

P C

.6

P T

.3

C15

STATIONS 492+00 to 522+00

PLAN SHEET

MORMON LAKE ROAD

200'100'0

Scale in Feet

200'100'0

Scale in Feet

Curve = MAIN-41

PI 505+06.37

D

R = 2,427.00'

T = 132.07'

L = 263.88' e = 3.4%

Add 24" FES

Extend 24" CMP 10'

496+12 Rt.

Install 36' cattle guard

Remove existing cattle guard

503+58

Add 18" FES

Extend 18" CMP 7.5'

505+03 Rt.

A

Add 18" FES

Extend 18" CMP 10.5'

Clean CMP

512+22 Rt.

Curve = MAIN-42

PI 515+15.24

D

R = 8,997.00'

T = 401.65'

L = 802.76'

A

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 S c o p in g P P .d

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

NUMBER

SHEET

AZ

Mormon Lake

AZ FLAP 237(1)

U S F S N

O V

E H

IC

L E S

T P

O S

T

IN

C

M P B

U R

IE

D

.1

.2

I

N C

M P H

A L F S I L T

E D

.8

U S

F S N

O M

O T

O R V

E H

IC

L E S

U S

F S

F

C U

R V

E

P C

.3

P T

.8

P C

.3

P T

.8

71857190

7187.6

BH18

A N

G L E I

R O

N R

O W

U

SF

S

E

U S F S N

O V

E H

IC

L E S

A N

G L E

IR

O N R

O W

IN

A

C C

O C

O N

IN

O C

O U

N T

Y

P T

.8

P C

.7

P T

.8

P T

.8

P C

.7

P T

.8

C16

STATIONS 522+00 TO 552+00

PLAN SHEET

MORMON LAKE ROAD

200'100'0

Scale in Feet

200'100'0

Scale in Feet

Curve = MAIN-43

PI 532+56.65

D

R = 1,187.00'

T = 447.31'

L = 855.55' e = 5.2%

Add 18" FES

Extend 18" CMP 16'

529+74 Rt.

Add 18"FES

Extend 18" CMP 13'

533+76 Rt.

Curve = MAIN-44

PI 543+98.27

D

R = 2,282.00'

T = 315.56'

L = 627.15' e = 3.6%

A

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 S c o p in g P P .d

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

NUMBER

SHEET

AZ

Mormon Lake

AZ FLAP 237(1)

.1

.6

I

N C

M P

.8

I

N C

M P

.4

P C

.4

P T

.4

P C

.4

P T

.4

57190

ROCKS AVG 3X3

WOOD

BH19

9.0

C17

STATIONS 552+00 TO 580+00

PLAN SHEET

MORMON LAKE ROAD

200'100'0

Scale in Feet

200'100'0

Scale in Feet

Curve = MAIN-45

PI 561+75.41

D

R = 1,612.00'

T = 301.96'

L = 597.00'

L = 597.00'

Add 18"FES

Extend 18" CMP 16.5'

554+00 Rt.

Add 18" FES

Extend 18" CMP 12.5'

563+91 Rt.

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 S c o p in g P P .d

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

NUMBER

SHEET

AZ

Mormon Lake

AZ FLAP 237(1)

71457145

.5

ELEC V

AULT

#PB2

- 2 .5X4

.2

I

N C

M P

.1

I

N C

M P

.1

STOP

ROCKS AVG 3X3

P C

.1

P T

.8

P C

.1

P T

.8

.5

.2

I

N C

M P

RO

W A

N G

LE

I

RO

N

R O

W A

N G

L E I

R O

N

.1

7156.3

24 IN

CM

P

7156.3

USFS AREA CLOSED

.1

.0

I

N C

M P

WIRE HT 24.3

U S

F S R

D

F

P C

.1

P T

.8

P C

.1

P T

.8

C18

STATIONS 580+00 TO 603+00

PLAN SHEET

MORMON LAKE ROAD

200'100'0

Scale in Feet

200'100'0

Scale in Feet

Curve = MAIN-46

PI 591+26.32

D

R = 1,638.00'

T = 301.17'

L = 595.68' e = 4.4%

Add 30" FES

Extend 30" CMP 14.5'

584+68 Lt.

Add 18" FES

Extend 18" CMP 14'

590+48 Lt.

A

Add 24" FES

Extend 24" CMP 22.5'

600+41 Lt.

A

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 S c o p in g P P .d

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

NUMBER

SHEET

AZ

Mormon Lake

AZ FLAP 237(1)

7180 7185

.3

IN

C

M P

.3

.1

.0

I

N C

M P

ROW

A

NGLE

IR

ON

P C

.0

P T .0

P C

.0

P T .0

C19

STATIONS 603+00 TO 614+00

PLAN SHEET

MORMON LAKE ROAD

200'100'0

Scale in Feet

Station 613+09.03

Mormon Lake Road

End AZ FLAP 237(1)

Curve = MAIN-47

PI 611+30.29

D

R = 500.00'

T = 237.25'

L = 443.04' e = 6.0%

Add 30" FES

Extend 30" CMP 9.5'

604+76 Lt.

Install new cattle guard

Remove existing cattle guard

613+09

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 a r k in g P P .d g n

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

NUMBER

SHEET

AZ

Mormon Lake

AZ FLAP 237(1)

7125 71

7155 71

657170

7170 71

7190 7190

A N

G L E

IR

O N R

O W

A D

O T M

O N P

C .4

A N

G L E

IR

O N R

O W

.9

IN

C

M P

.0

IN

C

M P

A D

O T A

N G

L E

IR

O N R

O W P

T .1

.8

A D

O T M

O N P

T

B U

R

IE

D C

A B

L E

.9

B U

R

IE

D C

A B

L E

C U

R V

E

.2

B H

T

A D

O T B

C P

C .4

A N

G L E

IR

O N R

O W

X

P C

.2

P T

.0

POT

+00

.0

+00

PC

+18

.3

P C

C

.6

P C

C

.1

9 PT

+44

.27

POT 1

3+

.91

P C

.2

P T

.0

V P I

E L

,1

.1

+4.

0%

-1.375%

,1

.1

V P I

E L

,1

.9

-1.375% +1.119%

42' VC

V P I

E L

,1

.9

+1.119% -0.000%

,1

.9

Curve = PARKING-2

PI 1002+08.53

D

R = 326.51'

T = 120.87'

L = 231.52'

Curve = PARKING-3

PI 1003+32.40

D

R = 32.33'

T = 13.21'

L = 25.08'

Curve = PARKING-1

PI 1000+55.27

D

R = 81.16'

T = 36.95'

L = 69.34'

1000+00 1001+00 1002+00 1003+00 1004+00

200'100'0

Scale in Feet

Station 1000+00.00

Begin Parking Area

Station 1003+78.91

End Parking

Pvmt_EOP_Layer3_L

Pvmt_ETW_LayerTop_L

Shdr_Wedge_Layer2_RPvmt_EOP_Layer1_R

Slope_Stake_Fill_L

Pvmt_ETW_Layer1_L

Pvmt_EOP_Layer3_R

Pvmt_ETW_Layer2_L

Pvmt_ETW_Layer3_L

Pvmt_ETW_LayerTop_R

Pvmt_ETW_Layer1_R

Slope_Stake_Fill_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_ETW_Layer3_R

Pvmt_CL_Layer1

Shdr_Wedge_Layer2_L

Pvmt_CL_Layer2

Pvmt_EOP_Layer1_L

Pvmt_CL_Layer3

Exterior Boundary

Exterior Boundary

A

A

2%2%

3" Asphalt concrete pavement.

Placed in two lifts

6" Aggregate base

Varies (34' max)

Construction and Staking Limits limit stake

Slope

5'

1:6 1:41:4

1:2

PARKING AREA PLAN AND PROFILE

Parking Station 1000+00

Main Station 388+24.48 =

Parking Station 1003+78.81

Main Station 391+40.61=

D1

SECTION A-A

P

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 L o d g e .d

U.S. DEPARTMENT OF TRANSPORTATION

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

NUMBER

SHEET

AZ

Mormon Lake

AZ FLAP 237(1)

2X2

2X2

2X2

2X2

.1

I

N C

M P

12 IN CMP

7124.8

2X4

T

T

W

ATE

R

FAUCET

T

VENT

T

STONE LANDSCAPING

G

AS

LI

G

HT

G

AS

LI

G

HT

15' Rt.

201+45

R = 55'

31.5' Rt.

201+85

104.9' Rt.

202+56

R = 74'

119.6' Rt.

203+41

34' Rt.

203+4134' Rt.

204+09

27' Rt.

204+90

27' Rt.

205+17

36' Rt.

205+17

36' Rt.

206+38

15' Rt.

206+38

R = 10' 42.1' Rt.

207+33

52.2' Ft.

207+45

49.4' Rt.

207+64

34' Rt.

207+61

29.8' Rt.

209+04

113.3' Rt.

209+25

125.7' Rt.

208+71

72' Rt.

208+54

81.1' Rt.

207+54

R = 10'

77.3' Rt.

207+32

71.1' Lt.

203+59

R = 26'

109.7' Lt.

201+77

88' Lt.

201+37

R =25'

64.8' Lt.

201+84

R = 186'

15' Lt.

202+90

100'50'0

Scale in Feet

PARKING AREA LAYOUTS

MORMON LAKE LODGE

Traveled WayTraveled Way

Match existing Match existing

11'11'

SECTION A-A

for structural section

See typical section

Existing boardwalk

Do not disturb

Concrete curb and gutter

Concrete curb and gutter

6' tie edge timber or railroad

8" x 8" treated Unpaved path

Hitching post rail

Hitching post railHitching post rail

D2

R = 20'

43' Rt.

206+52

93.8'

206+56

93.3' Rt.

207+11

35.7' Rt.

207+10

32.4' Rt.

206+68

R = 9'

Begin hitching post fence.

curb and gutter.

Begin concrete

204+09 Rt.

End hitching post fence curb and gutter.

End concrete

204+78 Rt.

Begin timber curb.

Begin aggregate path.

Begin hitching post fence.

curb and gutter.

Begin concrete

203+60 Lt.

End timber curb.

End aggregate path.

End hitching post fence.

curb and gutter.

End concrete

204+78 Lt.

Begin hitching post fence curb and gutter.

Begin concrete

202+80 Rt.

End hitching post fence.

curb and gutter.

End concerte

203+16 Rt.

area

Existing paved

Remove existing fence

1:4 first asphalt lift)

(applied prior to

Prime coat asphalt lifts)

(applied between

Tack coat

1:4

Placed in two lifts concrete pavement

3" Asphalt

Parking Area Typical Section

Varies

Tie into existing ground ground existing

Tie into

Grade to drain

6.

5.

4.

3.

2.

1.

NOTES:

in aggregate base.

Use waste material from job to grade parking areas before bringing

Do not distrub exsiting ashpalt swale or concrete swale in front of lodge.

All call outs for parking areas are stations and offsets from centerline.

Grade parking lots to drain.

to design and layout parking areas.

for approval by the CO. Use hired techincal services pay item

Layout all parking areas before construction activities begin

Do not remove any trees for parking area construction.

Varies concrete in front of lodge

Remove existing existing concrete

Remove gas pumps

Do not disturb concrete around

Shldr

4'

Shldr

4'

6" Roadway Aggregate

6" Roadway Aggregate Path

.3

.0

I

N C

M P

I

N C

M P

.4

.9

.1

IN

C

M P

P C

.6

P T

.0

P C

.6

P T

.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 E E r o s io n P P .d

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

NUMBER

SHEET

AZ

Mormon Lake

AZ FLAP 237(1)

.1

IN

C

M P

.7

STONE

.3

S

IL

T E

D3029

.6

IN

C M

P

T T

W W

B W

807285

E1

STATIONS 100+00 TO 128+00

EROSION CONTROL SHEET

MORMON LAKE ROAD

200'100'0

Scale in Feet

200'100'0

Scale in Feet

26.5 F

T HIG

H

T

7196.9

BH2

71307130

.0

.0

H X

W B

O X

.5

.5

H X

W B

O X

BENCH MARK

ADOT BC "7122.91"

7126.657

BENCH MARK

7128.390 ADOT BC "7124.91"

FLAG POLE

7139.6

7141.5

18 IN

CM

P

7167.37169.4

18 IN CMP

20100

20118

71807

E2

200'100'0

Scale in Feet

200'100'0

Scale in Feet

STATIONS 128+00 TO 158+00

EROSION CONTROL SHEET

MORMON LAKE ROAD

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 E E r o s io n P P .d g n

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

NUMBER

SHEET

AZ

7125 7125 7125

71257125

7125 7125

B W

B W

BW

T P

O S

T

T P

O S

T

T P

O S

T

T

BWT POST

R R T I E

BENCH MARK BH3

7126.8

CONC

BENCH MARK

7128.390

ADOT BC "7124.91"

STONE

WOOD

STONE

STONE

S T

O N

E

20099

20100

7125 7125 7125 7125

W A T E R

W A T E R

W A T E R M

E T E R

.2

B H 4 4163

X

X

X

X

X

20201

20302

20303

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 E E r o s io n P P .d

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

NUMBER

SHEET

AZ

Mormon Lake

AZ FLAP 237(1)

E3

200'100'0

Scale in Feet

200'100'0

Scale in Feet

STATIONS 158+00 TO 187+00

EROSION CONTROL SHEET

MORMON LAKE ROAD

71257125

7125 7125 7125

7125 7125

T

W

ATER

IRRIGATION

W

ATER

IRRIGATION

W

ATER

W

ATER

IRRIGATION

W

ATER

IRRIGATION

VENT

4 IN

20139

20140

20168

P. C.

X

20183

20184

P. C.

X

20186

20187

20188 20189

20190

20196

P. C.

X

20308

20309

P. C.

X

20323

P. C.

X

.0

X

X

X .8

I

N C

M P

X

.3

.9

I

N C

M P

.1

I

N C

M

P12 IN CMP

7124.8

.1

T

X

T

F

IR

E P L

A C

E

T

T

W A T E R F

A U

C E T

T

V E N T

T

STONE LANDSCAPING

G A S L

IG

H T

E V

E

G A S L

IG

H T

0 2

0 2

20137

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 E E r o s io n P P .d

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

NUMBER

SHEET

AZ

Mormon Lake

AZ FLAP 237(1)

E4

200'100'0

Scale in Feet

200'100'0

Scale in Feet

STATIONS 187+00 TO 215+00

57125

I

N C

M P

.6

BW

I

N S

T E

E L P I P

E U

P I

N

.9

I

N C

M P

.9

.9

F

IR

E R

IN

G

.1

X

I

N C

M P

.1

WOOD A

RCH W

AY

.3

WOOD RAIL

2 I N S

TEEL

I

N C

M P

T

.9

B H

T E L E

20157

71207120

71257125

.2

.3

I

N C

M P

.4

.3

I

N C

M P

.7

I

N C

M P

.6

T

TE

LE

OLD ROAD BED

T2

71207120

7125 7125

712571257125

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 E E r o s io n P P .d

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

NUMBER

SHEET

AZ

Mormon Lake

AZ FLAP 237(1)

E5

200'100'0

Scale in Feet

200'100'0

Scale in Feet

STATIONS 215+00 TO 243+00

A

M N A

Z a z R o a d w a y C

A D

D S h e e ts E E r o s io n P P .d

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

NUMBER

SHEET

AZ

Mormon Lake

AZ FLAP 237(1)

5 7140 7145

BW

T T

.3

I

N C

M P

.5

I

N C

M P

.9

.1

T T

P T

.3

P T

.3

71407145

7155 7155

E R

O S I O

N

.7

.7

I

N C

M P

.8

IN

C

M P

.7

.7

IN

C

M P

.1

.5

I

N C

M P

I

N C

M P

.9

.5T T

.1

T

7155 7155

E6

200'100'0

Scale in Feet

200'100'0

Scale in Feet

STATIONS 243+00 TO 270+00

E7

STATIONS 270+00 TO 298+00

PLAN SHEET

MORMON LAKE ROAD

200'100'0

Scale in Feet

200'100'0

Scale in Feet

STATE PROJECT

P

M N A

Z a z R o a d w a y C

A D

D S h e e ts E E r o s io n P P .d

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

NUMBER

SHEET

AZ

Mormon Lake

AZ FLAP 237(1)

5 7135 7135

7145 7145

7145 714

5 7150

T

.2

T

T

T

I

N C

M P

.0

.7

T

T

.7

.7

T

.8

IN

C

M P

.9

IN

C

M P

.7

.7

IN

C

M P

.2

I

N C

M P

.8 F

T H I G

H

7145 7145 7145

7145 7145

.7

IN

C

M P

.5

T

T

T

.5

.6 F

T H

IG

H

.0

B H

I

N C

M P

.7

T

A

M N A

Z a z R o a d w a y C

A D

D S h e e ts E E r o s io n P P .d

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

NUMBER

SHEET

AZ

Mormon Lake

AZ FLAP 237(1)

7160 7165

.5

I

N C

M P

.7

T

LARGE STONES

T

.0

.0

I

N C

M P

T

IN

C

M P

.3

.1

B H

.9

7172.3

18 IN CMP SILTED

7173.4

T

X T

E L E

E8

200'100'0

Scale in Feet

200'100'0

Scale in Feet

STATIONS 298+00 TO 327+00

A

M N A

Z a z R o a d w a y C

A D

D S h e e ts E E r o s io n P P .d

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

NUMBER

SHEET

AZ

Mormon Lake

AZ FLAP 237(1)

71707170

T

.6

B W

.7

I

N C

M P

T

T

7150 7150

7155 7155

W A

T E

R

W A

T E

R

T

X

X

X

X

X

X

T

X

X

X

X 2 2

X

X

T

X

X

X

X

T

X

X

X V

A U

L T

T

X

T

X

X

X

X

X 3 3

X

O/H APPROX 18'

E9

200'100'0

Scale in Feet

200'100'0

Scale in Feet

STATIONS 327+00 TO 355+00

EROSION CONTROL

A

M N A

Z a z R o a d w a y C

A D

D S h e e ts E E r o s io n P P .d

U s e r e r…