Drawing No. Description Drawing No. Description...SYMBOL LEGEND P-00.30 Sheet 3 of 4 3" GM GV WM WV 8" 24" 24" T P T P O 3" 36" 8" WV GM GV WM 3 4 DESCRIPTION OF REVEISION NO. DRAFTING

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DRAFTING GUIDES

ROADWAY DESIGN SECTION

DRAWING NO.

DISTRIBUTION

APPROVED FOR

DEPARTMENT OF TRANSPORTATION

STATE OF ARIZONAREV.

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P-02.30 SAMPLE DESIGN SHEET FOR AN URBANIZED AREA

P-13.20 SAMPLE STORM DRAIN FOR URBANIZED AREA STORM DRAIN & X-DRAIN

P-13.15 SAMPLE STORM DRAIN PROFILE SHEET FOR URBAN FREEWAY CROSSROAD

P-13.10 SAMPLE STORM DRAIN PROFILE FOR URBAN FREEWAY MAINLINE

P-12.20 SAMPLE STORM DRAIN PLAN SHEET FOR URBANIZED AREA ROADWAY

P-12.15 SAMPLE STORM DRAIN PLAN SHEET FOR URBAN FREEWAY CROSSROAD

P-12.10 SAMPLE STORM DRAIN PLAN SHEET FOR URBAN FREEWAY MAINLINE

P-08.30 SAMPLE ROADWAY PROFILE SHEET FOR URBANIZED AREA

P-08.20 SAMPLE PROFILE SHEET FOR RURAL UNDIVIDED ROADWAY

P-06.10 SAMPLE GEOMETRIC SHEET FOR RURAL ROADWAY

P-05.30 SAMPLE CULVERT DETAIL SHEET FOR NEW CONCRETE BOX CULVERT INSTALLATION

P-05.25 SAMPLE CULVERT DETAIL SHEET FOR PIPE EXTENSION WITH CATCH BASIN

P-05.20 SAMPLE CULVERT DETAIL SHEET FOR PIPE EXTENSION

P-04.10 SHOULDER PAVEMENT TREATMENTS & PRIVACY WALL DETAIL SHEET

P-03.30 SAMPLE REINFORCED CONCRETE BOX CULVERT AND BOX

CULVERT EXTENSION SUMMARY SHEET

P-03.25 SAMPLE CORRUGATED STEEL PIPE EXTENSION &

REINFORCED CONCRETE BOX CULVERT SUMMARY SHEET

P-03.20 SAMPLE NEW PIPE SUMMARY SHEET

P-03.10 SAMPLE BARRIER SUMMARY SHEET

Sheet 1 of 1

P-07.30 SAMPLE PLAN SHEET FOR URBANIZED AREA ROADWAY

P-07.25 SAMPLE PLAN & PROFILE SHEET FOR RURAL UNDIVIDED ROADWAY

P-05.40 SAMPLE CULVERT DETAIL SHEET FOR BOX EXTENSION

P-02.15 SAMPLE TYPICAL SECTION SHEET FOR RURAL DIVIDED ROADWAY

P-05.10 SAMPLE CULVERT DETAIL SHEET FOR NEW PIPE INSTALLATION

P-02.52 SAMPLE TYPICAL SECTIONS FOR URBAN FREEWAY ROADWAY

P-02.53 SAMPLE DESIGN SHEET FOR URBAN FREEWAY ROADWAY

P-02.51 SAMPLE PAVEMENT STRUCTURAL SECTIONS FOR URBAN FREEWAY

P-02.31 SAMPLE TYPICAL SECTIONS FOR URBANIZED AREA

P-02.20 SAMPLE DESIGN SHEET FOR RURAL UNDIVIDED ROADWAY

P-07.21 SAMPLE PLAN SHEET FOR RURAL UNDIVIDED ROADWAY

P-07.20 SAMPLE PLAN SHEET FOR RURAL UNDIVIDED ROADWAY

P-06.12 GEOMETRIC DATA SHEET

P-06.11 SAMPLE GEOMETRIC SHEET FOR RURAL ROADWAY

P-00.30 SYMBOL LEGEND (FOUR SHEETS)

P-00.20 GENERAL ABBREVIATIONS (THREE SHEETS)

ST

D P

-

ST

D P

-0

0.0

1

P-01.10 SAMPLE FACE SHEET

P-00.60 DATA TABLE AND DIMENSION LAYOUT, LINE WEIGHTS AND CODES

P-00.12 LEVEL AND COLOR DESIGNATIONS

P-00.11 INTRODUCTION TO ROADWAY CADD STANDARDS

P-00.10 GENERAL INFORMATION

P-02.10 SAMPLE DESIGN SHEET FOR RURAL DIVIDED HIGHWAY

P-04.00 TURNOUT TABLE & DETAIL SHEET

P-00.40 PAVEMENT STRUCTURAL SECTION LAYOUT AND CONSTRUCTION

DescriptionDrawing No.DescriptionDrawing No.

P-00.01SHEET INDEX

P-00.61 DETAIL FORMAT LAYOUT & LEADER LINE CONSTRUCTION

P-00.70 SHEET LAYOUT

P-00.01 SHEET INDEX

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DRAFTING GUIDES


DRAWING NO.

DISTRIBUTION

APPROVED FOR



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ARACFC

ST

D P

-00.2

0

Abutment Abt

EB

E

Esmt

Ea

DIP

Dwy

Dr

Dwg

DA

Drn

Dbl

Div

Dist

Dia

Dtl

Des Spd

DC

?

Del

D

I

Def

Dcl

ACFC

EB

E

Esmt

Ea

DIP

Dwy

Dr

Dwg

DA

Drn

Dbl

Div

Dist

Dia

Dtl

Des Spd

DC

?

Del

D

I

Def

Dcl

EB

E

Esmt

Ea

DIP

Dwy

Dr

Dwg

DA

Drn

Dbl

Div

Dist

Dia

Dtl

Des Spd

DC

?

Del

D

I

Def

Dcl

Corr

Cor

Coord

Cont

Cst

Cond

Conn

CTB

CBC

Conc

C in P

Comp

Col

Clr

Cl

Chan

C to C

\

Ctr

CTB

Cem

CG

CB

ClP

Cl

C-I-P

Calc

ADT

AVE, Ave

ACSC

AC

AR

Asph

Approx

Appr

Amt

ASTM

Correction

Corner

Coordinate

Continuous

Construct or Construction

Conduit

Connection

Concrete Box Culvert

Concrete

Complete In Place

Compact or Compaction

Column

Clear

Class

Channel

Center to Center

Center Line

Center

Cement

Cattle Guard

Catch Basin

Cast Iron Pipe

Cast Iron

Cast-In-Place

Calculated

Building

Bridge

Breakaway Cable Terminal

Brass Cap

Boundary

Boulevard

Borrow

Black Steel Pipe

Bituminous Treated Base

Bituminous Surface Treatment

Bituminous Mixture

Bituminous

Bldg

Br

BCT

BC

Bdry

BLVD, Blvd

Bor

BSP

BTB

BST

Blt Mix

Bit CAPCorrugated Aluminum Pipe

CS

C&G

Culv

CY, Cu Yd

CFS

Cu

Cr

X-SECT

X-ING

Co

CSP

CMP

CHDPEPP

Eastbound

East

Easement

Each

Ductile Iron Pipe

Driveway

Drive

Drawing

Drainage Area

Drain or Drainage

Double

Division

Distance

Diameter

Detail

Design Speed

Depressed Curb

Delta

Delineator

Degree of Curve

Deflection of Total Curve

Deflection

Deceleration

Curve to Spiral

Curb and Gutter, Curb & Gutter

Culvert

Cubic Yard or Cubic Yards

Cubic Feet Per Second

Cubic

Crown

Cross Section

Crossing

County

Corrugated Steel Pipe

Corrugated Metal Pipe

BP, Bank Prt

Bev

BM

BFS

BCR

Bgn

Brg

BW

Bal

Bkfl

BK, Bk

Bevel or Beveled

Bench Mark

Begin Full Super

Begin Curb Return

Begin

Bearing

Barbed Wire

Bank Protection

Balance

Backfill

Back

Average Daily Traffic

Avenue

Asphaltic Concrete Surface Course

Asphaltic Concrete Friction Course

Asphaltic Concrete Base

Asphaltic Concrete

Asphalt Rubber ACFC

Asphalt Rubber

Asphalt

Approximate

Approach

Amount

American Society for Testing Materials

B (cont) C (cont)

D

E

C

A

B

Sheet 1 of 3

P-00.20GENERAL ABBREVIATIONS

ABC

Concrete-Treated Base

Cement-Treated Base

Corrugated High-Density Polyethylene Plastic Pipe

Builders Association

American Road and Transportation

ABBREVIATION

and Transportation Officials

American Association of State Highway

WORDSABBREVIATIONWORDSABBREVIATIONWORDS

ACI

AISC

ARTBA

AASHTO

Al

Alt

AHD, Ahd

AB

Agg

Ac

Acc

American Institute of Steel Construction

American Concrete Institute

Aluminum

Alternate

Ahead

Aggregate Base

Aggregate

Acres

Acceleration

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Sight Distance, headlight SDh

ST

D P

-00.2

0

Vol

VCP

Via

VPI

VERCP

VC

Vert

Var

UP

Ugnd

Typ

TO

TP

Trns

TI

T

Topo

TC

Tbr

TCE

Temp

Tel

Concrete Pipe

Vertical Elliptical Reinforced

Volume

Vitrified Clay Pipe

Viaduct

Vertical Point of Intersection

Vertical Curve

Vertical

Variable

Underpass

Underground

Typical

Turnout

Turning Point

Transition

Traffic Interchange

Township

Topography

Top of Curb

Timber

Temporary Construction Easement

Temporary

Telephone

Tlg

TS

T

Tan

Sym

Sw

Sur

Surf

e or Super

SS

SG

Subdiv

Str

St

Sta

SR

Std

Sq Yd

Sq Ft

Sq

ST

SC

a

Spec

Spcl

SB

S

Sk

Sgl

SDs

S/W

Shr

Shldr

Sh

SM

Sct

Salv

Telegraph

Tangent to Spiral

Tangent Length

Tangent

Symmetrical

Swell

Survey

Surface

Superelevation

Subgrade Seal

Subgrade

Subdivision

Structure or Structural

Street

Station

State Route

Standard

Square Yard

Square Feet

Square

Spiral To Tangent

Spiral To Curve

Spiral Rate of Change

Specification

Special

Southbound

South

Skew

Single

Sight Distance, stopping

Sidewalk

Shrinkage

Shoulder

Sheet

Select Material

Section

Salvage

RGRCP

Rte

Rdwy

Rd

R/W

Rt

Rev

Ret

Res

Resv

Reqd

Rem

Reloc

Rebar

RCP

RC

Reinf

Ref

Recst

R

RR

R

Q

Quan

Quad

Prv

Prt

Prop

P/L

Prj

PS

Prelim

PSI

Lbs

PCCP

PCC

PVC

Rubber Gasket Reinforced Concrete Pipe

Route

Roadway

Road

Right-of-Way

Right

Revised or Revision

Retain or Retaining

Residence

Reservation

Required

Remove

Relocate, Relocation or Relocated

Reinforcing Bar

Reinforced Concrete Pipe

Reinforced Concrete

Reinforced or Reinforcing

Reference

Reconstruct

Range

Railroad

Radius

Quantity of Drainage Runoff

Quantity or Quantities

Quadrant

Provision or Provide

Protection

Proposed

Property Line

Project

Prestress, Prestressed or Prestressing

Preliminary

Pounds Per Square Inch

Pounds

Portland Cement Concrete Pavement

Portland Cement Concrete

Polyvinyl Chloride

T

Q

R

P (cont) S T (cont)

U

V

W

GENERAL ABBREVIATIONS

Sheet 3 of 3

P-00.20

Yd

Wd

W

WWPA

WB

W

WWF

WV

WM

W

Yard

Wood

Wide or Width

Western Wood Products Association

Westbound

West

Welded Wire Fabric

Y

Water Valve

Water Meter

Water

ABBREVIATIONABBREVIATION WORDSWORDSABBREVIATIONWORDS

ST

D P

-0

0.3

0

P-00.30

Sheet 1 of 4

SYMBOL LEGEND

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DRAWING NO.

DISTRIBUTION

APPROVED FOR



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MP

MP

1984.68’

Floor Elevation Floor Elevation

1984.68’

Building

Bridge

Bank Protection

Railroad Track (1"=100’)

Railroad Track (1"=50’ or larger)

Transition, Cut to Fill

Toe of Fill

Top of Cut

Turnout

Pavement and Sidewalk Edge

Curb, Single with Depressed Area

Curb & Gutter with Depressed Curb (1"=100’)

Bench Mark

Survey Control Point

Centerline, Station Marks

Mile Post Marker

Angle Point or PI

Right-of-Way Marker

Survey Monument

Quarter Corner

Section Corner

Access Control

Temporary Construction Easement

Property Line

Right-of-Way Line

Section Line

Township or Range Line

City Limits

County Line

RR

+25

30’ DC

NEW FEATURES EXISTING FEATURESNEW FEATURES EXISTING FEATURES

CONSTRUCTION DRAWING SYMBOLSCONSTRUCTION DRAWING SYMBOLS

National, State Boundary

Sixteenth-Section Line

Quarter or Mid-Section Line

Forest or Reservation Boundary

Sidewalk, Curb & Gutter

w/Depressed Curb (1"=50’ or larger)

P-00.30SYMBOL LEGEND

Sheet 2 of 4

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DRAWING NO.

DISTRIBUTION

APPROVED FOR



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+45

+45

35’

35’

35’

+45

35’

+45

ST

D P

-0

0.3

0

NEW FEATURES EXISTING FEATURESEXISTING FEATURESNEW FEATURES

Pipe Ext W/End Sct Roadway Widening (1"=20’)

Pipe Ext W/End Sct & Berm (1"=20’)

Pipe Ext W/End Sct & Berm (1"=20’)

Pipe Ext W/End Sct & Berm (1"=20’) (All Dia)

"L" Hdwl w/End Sct, Pipe

"L" Hdwl w/End Sct, Pipe

"L" Hdwl w/End Sct, Pipe (1"=20’) (All Dia)

Wing Hdwl w/End Sct, Pipe

Wing Hdwl w/End Sct, Pipe

Wing Hdwl w/End Sct, Pipe (1"=20’) (All Dia)

"U" Hdwl w/End Sct, Pipe

"U" Hdwl w/End Sct, Pipe

"U" Hdwl w/End Sct, Pipe (1"=20’) (All Dia)

Straight Hdwl w/End Sct, Pipe

Straight Hdwl w/End Sct, Pipe

Straight Hdwl w/End Sct, Pipe (1"=20’) (All Dia)

Rock Riprap

Retaining Wall

Manhole, Frame & Cover, Reset

Manhole

Dike

Dike, Median

Concrete Box Culvert

Cattle Guard

Catch Basin, Single Curb

Catch Basin, Curb & Gutter

Catch Basin, Median

Catch Basin, Safety


Downdrain, two-way

Downdrain, one-way

Spillway, two-way

Spillway, one-way

(1"=50’ or smaller)

(Dia=36" and smaller)


(Dia=42" and larger)

















SYMBOL LEGEND P-00.30

Sheet 3 of 4

3"

GM

GV

WM

WV

8"

24"

24"

PT PT

OOOOO

3"

36"

8"

24"

24"

WV

GM

GV

WM

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DRAWING NO.

DISTRIBUTION

APPROVED FOR



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ST

D P

-0

0.3

0

EXISTING FEATURESNEW FEATURES EXISTING FEATURESNEW FEATURES


Irrigation Ditch, Earth

Irrigation Ditch, Concrete

Overhead Telephone Line

Overhead Power/Joint-Use Line

Irrigation Line (1"=100’)

Irrigation Line (1"=20’)

Sanitary Sewer (1"=100’)

Storm Drain (1"=100’)

Street Light and with Mast Arm

Telephone/Power Pedestal

Utility Pole with Down Guy and Anchor

Underground Power/Joint-Use Line

Underground Telephone Line

Water/Gas Meter Box

Water/Gas Valve

Guardrail & Tangent End Terminal

Gas Line

Guardrail & Flared End Terminal

Chain Link Fence & Gate

Barbed Wire Fence & Gate

Section, Wood

Section, Aggregate Base

Section, Metal

Section, Concrete

Section, Bituminous Pavement

Section, Asphaltic Concrete Friction Course

Plan View, Wood

Plan View, Obliterate Pavement

Plan View, Graded Surface

Plan View, Concrete Pavement

Plan View, Bituminous Pavement

Section, Groundline

Groundline Profile

P-00.30

Sheet 4 of 4

SYMBOL LEGEND

8"

FH FH

NAME

Drainage Ditch

SP

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DISTRIBUTION

APPROVED FOR



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ST

D P

-0

0.3

0

North Arrow

Flag Pole

Mail Box

Windmill

Transmission Tower

Standpipe

Fire Hydrant

Median Barrier

Block Wall (1"=20’)

Intermediate Contour Line

Index Contour Line

Visible Outlines, Sections, etc.

Dimensions

Sign, Multiple Post

Sign, Single Post

Unclassified Tree

Shrubbery

Palm Tree

Hedge

\ Grade, Profile

Minor Wash

Major Wash

Drainage Ditch

Drainage Channel

Water Line

EXISTING FEATURESNEW FEATURESEXISTING FEATURESNEW FEATURES

CONSTRUCTION DRAWING SYMBOLS CONSTRUCTION DRAWING SYMBOLS

Drainage Ditch

8650

8"

2 2

DA

TE

-

LO

CA

TIO

N-

FIN

ISH

ED

PL

AN

S-

SU

RV

EY

NO

.

RE

VIS

ION

S-

DA

TE

-

LO

CA

TIO

N-

FIN

ISH

ED

PL

AN

S-

SU

RV

EY

NO

.

RE

VIS

ION

S-

9

AS BUILTSHEETS

TOTAL

NO.

SHEETPROJECT NO.

ARIZ.

REGION

F.H.W.A.STATE

INTERMODAL TRANSPORTATION DIVISION


ARIZONA DEPARTMENT OF TRANSPORTATION

OFSHEET

OFTRACS NO.

LOCATIONROUTE

TEAM LEADER

NAME

CHECKED

DATE

DRAWN

DESIGN

X

X

X X

H0000 01 C

OSBORN WASH - NORTH (UNIT II) US 95

X

ST

D P

-03.1

0

2

1

1

7

2

X

32512.5

1

THE LENGTH OF NESTED W-BEAM IS FOR TYPES 2 OR 3 (37.5’).

DETERMINATION OF TYPE (1, 2 or 3) TO USE IS MADE IN THE

FIELD. THE PAY QUANTITY IS THE LENGTH INSTALLED PER STD.

C-10.06 (25.0’ or 37.5’).

DIMENSIONAL PRECISION FOR THAT COLUMN

THE ZEROS IN PARENTHESES (0.0) INDICATE THE

SPECIFY GUTTER WIDTH UNDER "REMARKS"

2

1

1

1

1

X

X

X

X

X

X

1

1

1

1

1

1

X X

X

X

X

X X 1

X X

1X

1X

X

X

Rt 763+25

240’ Lt 758+75

RT 748+00

Rt 747+00

Lt 438+05

Rt 434+80

Lt 410+56

Rt 407+10

Rt 399+30

Deta

il

Deta

il

Deta

il

Attenuato

r D

eta

il

12

X

Lt 395+55

ON TERMINAL TYPE. SEE SPECIAL PROVISIONS.

POINT. ACTUAL SEGMENT LENGTH VARIES DEPENDING

LENGTH IS FROM LENGTH OF NEED (LON) POINT TO LON

1825.07712.5 112.5

End

Begin

End

Begin

End

Begin

B X 550 10 2End

Begin

A X X 200 9 End

Begin

B X X 825 150 8 End

Begin

A X X 800 250 7 End

Begin

B X 12.5 175.0 6 End

Begin

B X 25.0 387.5 5 End

Begin

B X 25.02312.5 4 End

Begin

B XX X 25.0 3 End

Begin

B X 12.5 462.5 2 End

Begin

B

Sheet Total

X

RE

V. D

AT

E:

11/0

2/2

009

12.5 912.5

BEGIN STATION AFTER BRIDGE TRANSITION

SEE BRIDGE SHEETS FOR DETAILS AND QUANTITIES

Reconstr

uct (See S

pecia

l Prv)

BeginEnd

BeginEndBegin

Hig

h-T

ensio

n C

able

Term

inal

Length

(L

inear F

eet)

(0)

Hig

h-T

ensio

n C

able

Barrie

r

C-1

0.0

4 (

Ste

el)

C-1

0.0

3 (

Tim

ber)

Reconstr

uct-

Exst Post, B

lock

Reconstr

uct-

New

Post, B

lock

Rem

ove a

nd S

alv

age

Constr

uct from

Salv

age

Rem

ove

Brid

ge B

arrie

r

SPECIFY TYPE 1 OR 2 UNDER ’REMARKS’

C-1

0.7

5 3

2" to C

&G

ARRAY TYPE AND ANGLE IS NOTED UNDER ’REMARKS’

IN THE SPACE. BLANK SPACES ARE NOT VIABLE ALTERNATIVES.

ALLOWABLE END TREATMENT OPTIONS ARE INDICATED WITH THE NUMBER ’1’

Brid

ge B

arrie

r

Brid

ge T

hrie

Beam

BC

T (

L=12.5

’)

Sand B

arrels

C-1 o

r D

eta

il

Action Each

Rem

ove

End A

nchor C

-10.0

8 o

r D

eta

il

Fla

red S

RT

-350 o

r FL

EA

T-3

50

Tangent E

T P

lus o

r S

KT

-350

Constr

uct from

Salv

age

Rem

ove a

nd S

alv

age

CABLEEXISTING GR

Length

(L

inear F

eet)

(0.0

)

C-1

2.3

0 C

hain

-Lin

k C

able

C-1

0.7

1 3

2" o

r C

-10.7

3 4

2"

C-1

0.7

0 3

2" o

r C

-10.7

2 4

2"

C-1

0.7

6 3

2" o

n R

adiu

s

Reconstr

uct R

ub R

ail

CONCRETE BARRIER

EachEach

RAIL

BARRIER

C-10.7

4 4

2" to 3

2"

C-1

0.3

0 T

hri

e B

eam

CONCRETE BARRIER

Rem

ove E

xis

ting

Length

(L

inear F

eet)

(0.0

)

Length

(L

inear F

eet)

(0.0

)

Shop C

urved G

uardrail

C-10.5

5 (

42" H

alf

at Pie

rs)

C-10.5

4 (

32" H

alf

at Pie

rs)

C-10.5

3 (

42" H

alf

w/ G

utter)

C-10.5

2 (

32" H

alf

w/ G

utter)

C-1

0.5

1 (

32" H

alf

w/ Sid

ew

alk

)

C-1

0.5

0 (

32" H

alf

)

C-1

0.4

1 (

42" M

edia

n)

C-1

0.4

0 (

32" M

edia

n)

Length

(L

inear F

eet)

(0.0

)

Length

(L

inear F

eet)

(0.0

)

Length

(L

inear F

eet)

(0.0

)

Begin

= T

reatm

ent at B

egin

nin

g

C-10.0

6 N

este

d W

-B

eam

Length

(L

inear F

eet)

(0.0

)

Type "

A" C

-10.0

1, T

ype "

B" C

-10.0

2

Pla

n R

eference N

um

ber

NOTE: FOR AS-BUILT PREPARATION - CIRCLE END TREATMENT INSTALLED

END TREATMENT

BARRIER SUMMARY SHEET

1

Stationing

Direction of

Stationing

Direction of

(Appro

xim

ate

) (0

)

End =

Treatm

ent at E

nd

New

End

Begin

Stationing

Direction of

End

EndBegin

EndBegin

EndBegin

EndBegin

EndBegin

Begin

nin

g S

tation

TWO-WAY ROADWAY

C-1

0.0

7 B

olted A

nchor

(Each)

NEW GUARDRAIL

REMARKS

LOCATION TRANSITION

ONE-WAY ROADWAY WITH STRUCTUREONE-WAY ROADWAY

New EP

New EP

1

DETAIL D03

2 2

DA

TE

-

LO

CA

TIO

N-

FIN

ISH

ED

PL

AN

S-

SU

RV

EY

NO

.

RE

VIS

ION

S-

DA

TE

-

LO

CA

TIO

N-

FIN

ISH

ED

PL

AN

S-

SU

RV

EY

NO

.

RE

VIS

ION

S-

9

AS BUILTSHEETS

TOTAL

NO.

SHEETPROJECT NO.

ARIZ.

REGION

F.H.W.A.STATE




OFSHEET

OFTRACS NO.

LOCATIONROUTE

TEAM LEADER

NAME

CHECKED

DATE

DRAWN

DESIGN

Toe of Slope

33

Top of Cut

SR 89A \

Sta 753+55

New Rip Rap Plunge Basin Rt

Detail E

3

2

4

3

7

3

2

Invert Elevation=3971.07

1

4

Stream Profile

CULVERT DETAIL SHEET

Sta 753+55

DETAIL D3

4

4

3

21+0020+0019+00

Sta 753+55

New 24"x226’ CMP

Skew 25^ Rt

5

Survey &

Construction

\

2

2

3

3

2

6

2

7

2

3

5

33

4

3

2

1

ST

D P

-05.1

0

NEW DRY CREEK

2

6

2

2

1

H0000 01 C

135’91’


US 89A

NAME DATE

New R/W

New R/W

S=0.2121$

4040 4040

3960

3980

4000

4020

3960

3980

4000

4020

Remove 2’

S=0.0180$

47’

Existing 24"x66’ CMP

Stream Profile

19’

7

1

1

10

9

ST

D P

-05.2

5

4

6

8

3

5

7

2

2

1

1

23

3

6

3

2

5

8

2

6

2

1

1

4

4

5

3

1

2

2 2

DA

TE

-

LO

CA

TIO

N-

FIN

ISH

ED

PL

AN

S-

SU

RV

EY

NO

.

RE

VIS

ION

S-

DA

TE

-

LO

CA

TIO

N-

FIN

ISH

ED

PL

AN

S-

SU

RV

EY

NO

.

RE

VIS

ION

S-

9

AS BUILTSHEETS

TOTAL

NO.

SHEETPROJECT NO.

ARIZ.

REGION

F.H.W.A.STATE




OFSHEET

OFTRACS NO.

LOCATIONROUTE

TEAM LEADER

NAME

CHECKED

DATE

DRAWN

DESIGN

Match Exsting

Elevation

Top of Cut

D05DETAIL

New EP

Exst EP

New EP

21+0020+0019+00


4030

4020

4020

4030

Drainage Ex=5 CY

Std C-03.10

New 2’x2’x20’ Ditch Rt

Detail B

New Catch Basin Lt

Detail A

New Dike

Toe of Slope

CULVERT DETAIL SHEET

Sta 771+64

DETAIL D5

Sta 771+64

Survey &

Construction

\

4000

4010

4000

4010

Remove 2’ Lt

Extend 22’ Lt & 20’ Rt

New Catch Basin Lt

20’ Extension


22’ Extension

New R/W

New R/W

H0000 01 C

US 89A NEW DRY CREEK

2 2

DA

TE

-

LO

CA

TIO

N-

FIN

ISH

ED

PL

AN

S-

SU

RV

EY

NO

.

RE

VIS

ION

S-

DA

TE

-

LO

CA

TIO

N-

FIN

ISH

ED

PL

AN

S-

SU

RV

EY

NO

.

RE

VIS

ION

S-

9

AS BUILTSHEETS

TOTAL

NO.

SHEETPROJECT NO.

ARIZ.

REGION

F.H.W.A.STATE




OFSHEET

OFTRACS NO.

LOCATIONROUTE

TEAM LEADER

NAME

CHECKED

DATE

DRAWN

DESIGN

32.49’0.40’65.00’4^13’55"71.56’440.00’13^01’18"9^19’07"5.76’440.40’201.56’101.39’17^46’58"Rt

138938.60286575.49961+88.08Survey & Construction \ SC

138874.02286582.74961+23.08Survey & Construction \ TS

138975.03286573.90962+24.47Survey & Construction \ PI PI

32.49’0.40’65.00’4^13’55"101.80’440.00’13^01’18"13^15’21"8.43’440.40’231.80’116.98’21^43’12"Lt

138838.02286585.89960+86.94Survey & Construction \ ST

138773.44286593.15960+21.94Survey & Construction \ CS




16.47’171.06’337.90’880.00’6^30’39"22^00’01"Lt

137986.75286965.98951+49.54Survey & Construction \ PT

137721.12287171.44948+11.65Survey & Construction \ PC


32.50’0.30’65.00’3^12’38"217.97’580.00’9^52’43"21^31’57"18.01’580.30’347.97’176.93’27^57’13"Rt






9.02’159.20’317.04’1400.00’4^05’33"12^58’30"Lt




31.48’237.47’463.88’880.00’6^30’39"30^12’10"Lt




217.21’896.15’1655.08’1740.00’3^17’34"54^29’59"Rt




138.02’636.80’1195.29’1400.00’4^05’33"48^55’04"Lt




32.49’0.44’65.00’4^39’19"290.14’400.00’14^19’26"41^33’36"43.42’400.44’420.14’222.94’50^52’14"Rt






32.49’0.40’65.00’4^16’51"148.89’435.00’13^10’17"19^36’41"13.90’435.40’278.89’141.75’28^10’23"Lt






128667.28292935.35835+00.00Survey & Construction \ POB

toL?

Spiral CurveSpiral Main or Circular Curve

SuperExtTLRD?ExtR+oLT

Spiral Total

Total Delta

Point

Type

PLAN

REF NO. EastingNorthingSTATIONDESCRIPTION

COORDINATES

10

9

8

7

6

5

4

3

2

1

SR 88

088 GI 255 H4076 01 C

RESORT ROAD - DEVORE WASH

GEOMETRIC DATA SHEET

1

ST

D P

-06.1

2

1

G.A.F. =All Coordinates Are Ground Coordinates And All Bearings Are Grid Bearings

All bearings and angles have been rounded to the nearest second.

Use the control points provided and their respective state plane coordinates to re-establish the centerline of each roadway.

Centerline Geometric Data Sheet

Use this sheet ONLY if the project was surveyed

t

0.000168

10

9

8

7

6

5

4

3

2

1

0.000168

10

9

8

7

6

5

4

3

2

1

2 2

DA

TE

-

LO

CA

TIO

N-

FIN

ISH

ED

PL

AN

S-

SU

RV

EY

NO

.

RE

VIS

ION

S-

DA

TE

-

LO

CA

TIO

N-

FIN

ISH

ED

PL

AN

S-

SU

RV

EY

NO

.

RE

VIS

ION

S-

9

AS BUILTSHEETS

TOTAL

NO.

SHEETPROJECT NO.

ARIZ.

REGION

F.H.W.A.STATE




OFSHEET

OFTRACS NO.

LOCATIONROUTE

TEAM LEADER

NAME

CHECKED

DATE

DRAWN

DESIGN

SD =981’h

10

8

2

2

2

1

2

2

Finished \ Grade

Cap & Fill

Detail C

760

-0.5600%

6

8

L=240.00’

Spiral Curve

L=494.86’

?=19^47’40" ?=29^23’40" Lt

Main Curve

14

8

D=1^30’00"

T=300.62’

R=3,819.72’

Super=0.041$

L=600.00’

?=9^00’00" Rt

CURVE DATA

Ext=11.81’

PI Sta 755+20.25

Main Curve

Lt Sta 750+00 to 775+00

2,453 Lin Ft Exst BW Game Fence

Rt Sta 750+00 to 775+00

2,518 Lin Ft Exst BW Game Fence

Lt Sta 750+00 to 775+00

2,367 Lin Ft New BW Game Fence

Rt Sta 750+00 to 775+00

2,535 Lin Ft New BW Game Fence

Std C-12.10

775

PLAN AND PROFILE

Sta 750+00 to 775+00

+5

1.7

7

Existing Groundline

750

770

4

2

Remove

PT

758+

19.6

3

Lt Sta 768+55

New 20’x80’ ACTO

Type A, R=25’

Std C-06.10

PC

752+

19.6

3

20’

100’

100’

New 3 Unit CG, H-20,

Std C-11.20

New 14’ Gate, Type 1,

Std C-12.10

20’

100’

100’

20’

PE

2

SDs=878.00’

9

10

New TCE

60

60

=4019.98

=4026.61

=4031.08

=4001.64

=4025.93

=4036.34

70

70

PI 7

60

+0

0

Ele

v=

40

52

.00

Co

rr=

-1

2.6

4

PI 7

72+

01.7

7

Ele

v=

40

17

.55

Co

rr=

+0

.87

’

1

PO

T 7

74+

49.9

4 A

hd

ST

77

3+

51

.77

Bk

=

775770

765760755750

8New R/W

BM 75.7

5/8 " Iron Pin

37.1’ Lt US 89A Sta 767+20.6

Elev=4032.14

BM 74.8

3" NGS BC in Rock

Stamped D-493 1982

67’ Lt US 89A Sta 758+26.5

Elev=4054.47

Sta 761+75 153’ Lt


TS

763+

76.9

1

SC

766+

16.9

1

CS

771+

11.7

7

BM 76.2

5/8 " Iron Pin

70’ Rt US 89A Sta 772+39

Elev=4018.21

PO

T 7

74+

49.9

4 A

hd

ST

773+

51.7

7 B

k=

Sta 751+14


6

1

7

6

5

1

1

3

2

1

1

1

6

5

5

13

2

12

12

11

6

6

6

6

6

7

4

32

1

+50

+50

Std C-03.10tRhctiDnworC’005

N we

=4022.85

=4019.15

=4010.51

=24.6 CFS

=23.9 CFS

=20.4 CFSQ

25HW

25

85

Q85

100

Q100

HW

HW

Q

25HW

25 =14.6 CFS

Q =17.9 CFS

100

=18.7 CFSQ100

HW

HW

NEW DRY CREEK

H0000 01 C

9 7

1

BESurvey &

Construction \

a=1}

t=119.97’

o=1.68’

?=4^48’00"

L=974.86’

R+o=1,434.07’

R=1,432.39’

Ext=50.19’

T=496.12’

Total Curve

PI Sta 768+73.03

Super=0.060$

D=4^00’00"

CURVE DATA

N 89^53’38" E

N 80^53’38" E

2

25HW

=9.7 CFS25Q

HW

=12.8 CFSQ

ST

D P

-07.2

5

EQUATION

=15.3 CFS

100

100

HW

Q

4030

4050

4010

4060

4040

4020

4060

4050

4040

4030

4020

3990

4000

300’ VC

-2.8666%

+2.4545%

1900’ VC

765

755

New R/W

To Remain

150’

gnitsixE

A98 SU20’

4010

US 89A

EQ

UA

TIO

N

2 2

DA

TE

-

LO

CA

TIO

N-

FIN

ISH

ED

PL

AN

S-

SU

RV

EY

NO

.

RE

VIS

ION

S-

DA

TE

-

LO

CA

TIO

N-

FIN

ISH

ED

PL

AN

S-

SU

RV

EY

NO

.

RE

VIS

ION

S-

9

AS BUILTSHEETS

TOTAL

NO.

SHEETPROJECT NO.

ARIZ.

REGION

F.H.W.A.STATE




OFSHEET

OFTRACS NO.

LOCATIONROUTE

TEAM LEADER

NAME

CHECKED

DATE

DRAWN

DESIGN

h

2

1

Existing \ Grade

SD =1263’

Finished \ Grade

-0.2778 %

7

Existing Groundline

PROFILE SHEET

Sta 390+00 to 415+00

STA 395+00

BEGIN PROJECT BP-063-2-310

Top of Dike Rt

Elev 443.95

8

6

454.67 =100

100 139.0 CFS=

HW

Q

442.24 =50

50 120.0 CFS=

HW

Q

4

450.37 =75

75 128.0 CFS=

HW

Q

399.34 =50

50 279 CFS=

HW

Q

412.19 =120

120 301 CFS=

HW

Q

412.19 =100

100 43.0 CFS=

HW

Q

396.89 =50

50 32.0 CFS=

HW

Q

430.07 =130

130 188.0 CFS=

HW

Q

397.62 =50

50 165.0 CFS=

HW

Q

410 415

390

400

410

420

480

470

460

450

440

430

390

400

410

420

430

440

450

460

470

480

4

4

Corr=

+3.9

5’

Ele

v=

430.0

0

3

7

9

6

4

4

10

8

5

4

1

3 5

1

2

7

4

8

1000’ VC

PI 4

03

+0

0.0

0

1200’ VC

-3.4375 %

OSBORN WASH - NORTH (UNIT II)

H0000 01 C

US 95

5/8 " IP&G Elev=470.47 5/8 " IP&G Elev=434.51

ST

D P

-08.2

0

32

1BM #40-100.0’ Rt \ Sta 400+00 BM #41-100.0’ Rt \ Sta 409+70

405400395390

Drawing No. Description Drawing No. Description...SYMBOL LEGEND P-00.30 Sheet 3 of 4 3" GM GV WM WV 8" 24" 24" T P T P O 3" 36" 8" WV GM GV WM 3 4 DESCRIPTION OF REVEISION NO. DRAFTING

Documents