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PRINTED: 1-2015
STATE OF ARIZONADEPARTMENT OF TRANSPORTATION
INTERMODAL TRANSPORTATION DIVISIONROADWAY ENGINEERING
AND
FOR USE IN
OFFICE FIELD
DRAFTING GUIDES
2015
STATE OF ARIZONADEPARTMENT OF TRANSPORTATION
INTERMODAL TRANSPORTATION DIVISIONROADWAY ENGINEERING
AND
FOR USE IN
OFFICE FIELD
DRAFTING GUIDES
2015
P-00.01 SHEET INDEX
P-00.70 SHEET LAYOUT
P-00.61 DETAIL FORMAT LAYOUT & LEADER LINE CONSTRUCTION
SHEET INDEX P-00.01
Drawing No. Description Drawing No. Description
P-00.40 PAVEMENT STRUCTURAL SECTION LAYOUT AND CONSTRUCTION
P-02.10 SAMPLE DESIGN SHEET FOR RURAL DIVIDED HIGHWAY
P-00.10 GENERAL INFORMATION
P-00.11 INTRODUCTION TO ROADWAY CADD STANDARDS
P-00.12 LEVEL AND COLOR DESIGNATIONS
P-01.10 SAMPLE FACE SHEET
ST
D P-00.0
1S
TD P-
P-06.11 SAMPLE GEOMETRIC SHEET FOR RURAL ROADWAY
P-06.12 GEOMETRIC DATA SHEETP-02.20 SAMPLE DESIGN SHEET FOR RURAL UNDIVIDED ROADWAY
P-02.52 SAMPLE TYPICAL SECTIONS FOR URBAN FREEWAY ROADWAY
P-05.40 SAMPLE CULVERT DETAIL SHEET FOR BOX EXTENSION
P-07.25 SAMPLE PLAN & PROFILE SHEET FOR RURAL UNDIVIDED ROADWAY
P-07.30 SAMPLE PLAN SHEET FOR URBANIZED AREA ROADWAY
Sheet 1 of 1
REINFORCED CONCRETE BOX CULVERT SUMMARY SHEET
P-03.25 SAMPLE CORRUGATED STEEL PIPE EXTENSION &
P-05.30 SAMPLE CULVERT DETAIL SHEET FOR NEW CONCRETE BOX CULVERT INSTALLATION
P-08.20 SAMPLE PROFILE SHEET FOR RURAL UNDIVIDED ROADWAY
P-08.30 SAMPLE ROADWAY PROFILE SHEET FOR URBANIZED AREA
P-12.15 SAMPLE STORM DRAIN PLAN SHEET FOR URBAN FREEWAY CROSSROAD
P-13.10 SAMPLE STORM DRAIN PROFILE FOR URBAN FREEWAY MAINLINE
P-13.15 SAMPLE STORM DRAIN PROFILE SHEET FOR URBAN FREEWAY CROSSROAD
P-06.10 SAMPLE GEOMETRIC SHEET FOR RURAL ROADWAY
P-06.00 SAMPLE SURVEY CONTROL SHEET
P-02.54 SAMPLE DESIGN SHEET FOR URBAN SHOULDER TREATMENTS
P-02.53 SAMPLE DESIGN SHEET FOR URBAN FREEWAY RAMPS
P-03.10 SAMPLE RURAL BARRIER SUMMARY SHEET
P-07.20 SAMPLE PLAN SHEET FOR RURAL UNDIVIDED ROADWAY
P-07.10 SAMPLE PLAN SHEET FOR RURAL PAVEMENT PRESERVATION PROJECT
P-07.31 SAMPLE PLAN SHEET URBAN FREEWAY ROADWAY
P-00.80 CALLOUT EXAMPLES
P-02.30 SAMPLE DESIGN SHEET WITH TYPICAL SECTION FOR AN URBANIZED AREA
P-02.60 SAMPLE DESIGN SHEET FOR PAVEMENT PRESERVATION PROJECT
P-02.61 SAMPLE PAVEMENT STRUCTURAL SECTIONS FOR PAVEMENT PRESERVATION PROJECT
P-04.00 SAMPLE DETAIL SHEET WITH TABLE FOR TURNOUTS
P-04.10 SAMPLE CROSSOVER PAVING DETAIL SHEET
P-04.15 SAMPLE RAMP PAVING LIMITS DETAIL SHEET
P-04.20 SAMPLE GORE STAKING AND JOINING PLAN
P-05.25 SAMPLE CULVERT DETAIL SHEET FOR PIPE EXTENSION
P-05.10 SAMPLE CULVERT DETAIL SHEET FOR PIPE EXTENSION
P-03.20 SAMPLE NEW PIPE SUMMARY SHEET
P-00.60 DATA TABLE & DIMENSION LAYOUT, LINE WEIGHTS & CODES
NO.
1 2
REV.STATE OF ARIZONA
DEPARTMENT OF TRANSPORTATION
APPROVED FOR
DISTRIBUTION
DRAWING NO.
ROADWAY DESIGN SECTION
DRAFTING GUIDES
NO.
3 4
DES
CRIP
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OF
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P-00.10
CONTENTS
1-1 GENERAL
1-1.1 Introduction
1-1.2 Standards
1-2.1 General
1-2.2 Drawing Format Order
1-2.3 General Drafting Practices
1-1 GENERAL
1-1.1 Introduction
1-2.1 General
Project plans are engineering
drawings used to convey information
1-2.2 Drawing Format Order
Project plans may contain some or all
of the following sheets. The contents
of the plan set shall follow the sequence
presented below:
(1) Face Sheet
a. Ramp Plan & Profile Sheet(s)
c. Paving Plan Sheet(s)
d. Staking Plan Sheet(s)
e. Pavement Joint Layout Sheet(s)
f. Detour Sheet(s)
1-2 SHEET PREPARATION
1-2.3 General Drafting Practices
1-2 SHEET PREPARATION
b. Crossroad Plan & Profile Sheet(s)
(2) ADOT Standard Drawings Index
CADD Line Work
All Sheets are to be 22"x34" overall.
Text/Lettering
bottom-to-top.
right and vertical lines shall read from
diagonal lines shall read from left-to-
right side of the sheet. Horizontal and
text shall be from the bottom or the
2) The normal direction of reading
otherwise.
be one-half the text size unless noted
3) Line spacing for text shall always
They shall be of reproducible Bond paper
or Vellum. The drawing border & title
block shall conform to ADOT's CADD Standards.
ST
D P-00.1
0
the right side of vertical.
a 22.5, plus or minus, degree angle from
not acceptable. Slant text shall have
either vertical or slant. Back slant is
principles of single stroke Gothic style,
1) All text should follow the basic
the drawings.
P-00.60. Line work shall be uniform throughout
weights. For information about line codes, see
Standard P-00.60 shows the allowable line
Sheet 1 of 1
GENERAL INFORMATION
(11) Traffic Interchange Sheet(s)
(3) Design Sheet(s)and Index
a. Barrier Summary Sheet(s)
b. Pavement Structural Section Sheet(s)
a. Typical Section Sheet (s)
b. New Pipe Summary Sheet(s)
c. Pipe Extension Summary Sheet(s)
d. Reinforced Concrete Box Culvert
Summary Sheet(s)
e. Reinforced Concrete Box Culvert
Extension Summary Sheet(s)
(5) Detail Sheet(s)
a. General Detail(s)
Staking Diagrams, MSE Walls, etc.
b. Drainage Detail(s)
c. Turnout Detail(s)
a. Sequence of Construction
b. Detour Plan and Profile Sheet(s)
(6) Construction Phasing Sheet(s)
(8) Geometric Sheet(s)
(7) Survey Control Sheet(s)
(9) Removal Sheet(s)
(10) Plan and Profile Sheet(s)
(12) Storm Drain Plan & Profile Sheet(s)
(13) Drainage Channel Sheet(s)
(14) Berm Plan and Profile Sheet(s)
(15) Traffic Sheet(s)
(16) Roadside Development Sheet(s)
Plan Sheet(s)
a. Stormwater Pollution Prevention Control
b. Irrigation Sheet(s)
c. Landscape Plan and Detail Sheet(s)
d. Topsoil Excavation and Plating Sheet(s)
(17) Structural Sheet(s)
(18) Utility Sheet(s)
(19) Freeway Management Sheet(s)
(4) Summary Sheet(s)
the design and drafting phase.
can be met through the initial effort within
the means to construct the project. This goal
understood plans provide the contractor with
and concise. Accurate, complete and easily
The project plans shall be clear, complete
possible.
to the Construction Standard Drawings whenever
special details should be kept minimal, referring
yet contain all pertinent information. The use of
The details, if necessary, should be kept simple,
is required for the contractor to build the items.
Details within the project plans show what
content is the responsibility of the design engineer.
regard to specific project applicability. Detail
to be duplicated without through review in
samples from previous projects and are not meant
Details shown within the Drafting Guides are
pertaining to typical sections, pavement,
geometrics, structures, drainage and
other data used to construct the project.
1-2.4 Standard Scales of Plans
available for placement of the entire text.
should occur only when enough space is not
Construction Standards or General Notes
4) Abbreviations not defined in the
the appearance of the prepared project plans.
is to maintain consistency and uniformity in
restricted. The goal of these Drafting Guides
information to which design personnel are
as a guideline and not as the sole source of
consultant design personnel. It shall be used
Field" is intended for use by both State and
The "Drafting Guide for use in Office and
reference sheet.
drawing, is included on the corresponding
supporting the information shown on the sample
within the Drafting Guides. Additional design,
It will also refer to any related drawings
the preparation of the drawing are identified.
on which typical drafting parameters used in
Each sample drawing has a reference sheet
and/or additions.
be updated periodically with modifications
of this limitation, the Drafting Guides will
everything which may be necessary; because
This edition, however, is not able to cover
covering different project types and requirements.
intended to present a variety of samples
be included in a set of project plans. It is
individual plan and detail sheets which may
The Drafting Guides cover a number of
will be distributed on the Roadway Design web site.
Guides for use in Office and Field", and updates,
with the ADOT CADD Standards. The "Drafting
These guides are to be used in conjunction
1-1.2 Standards
Reconstruction & Widening Full Size Plan - 1"=50'
Urban Arterials Full Size Plan - 1"=20'
1-2.4 Typical Standard Scales of Plans
Pavement Preservation Full Size Plan - 1"=100'
Details Full Size Plan - 1"=20'
NO.
1 2
REV.STATE OF ARIZONA
DEPARTMENT OF TRANSPORTATION
APPROVED FOR
DISTRIBUTION
DRAWING NO.
ROADWAY DESIGN SECTION
DRAFTING GUIDES
NO.
3 4
DES
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TEXT
* Specified otherwise in the Sections' specifications
* Specified otherwise in the item's standard definition
* Preset within a cell
* Explicitly requested otherwise by ADOT
FT=23 general text
FT=24 tabularized text
TX=15 existing items
TX=17.5 new items
The following fonts constitute the acceptable fonts for plan development.
Font 1 VERTICAL PROPORTIONAL
general text, headers, titles
Font 7 OLD ENGLISH
special headers, titles, non-technical
tabularized text, general
Font 23 SLANTED PROPORTIONAL
general slanted text
tabularized slanted text
details, traffic signs, special headers
Font 42 OUTLINE PROPORTIONAL
special graphics
Font 126 SYMBOL FONT
Font 127 CHAR FAST FONT
slashed zero required in text
PLOTTING
Lower-Left Corner
SU
RV
EY
NO.
DESIGN
DRAWN
DATE
CHECKED
NAME
TEAM LEADER
ROUTE LOCATION
TRACS NO. OF
SHEET OF
ARIZONA DEPARTMENT OF TRANSPORTATION
ROADWAY DESIGN SECTIONINTERMODAL TRANSPORTATION DIVISION
3/08
J.C. COOPER
K. BROWN
R. FORTUNE 3/08
J. HAVINS 3/08
3/08
Since ADOT has incorporated line styles for linear patterning, use of any
CADD DATA ACCEPTANCE AND RELEASE RULES
Format - All vector data shall be in standard Bentley ".dgn" format as in use
by ADOT during the time of inception of the project. No vector file formats
other than Bentley ".dgn" format shall be used during the project development.
ADOT will not accept or release any vector data in any format other than ".dgn".
RASTER DATA
such as aerial photography. A raster image (snapshot) will not be acceptable as
a replacement for vector data. A raster image of vector information on plans will
FILE PARAMETERS
The global origin shall be located at the center of the design cube. To center the
WORKING UNITS
REFERENCE FILES
Reference files are not to be copied into the sheet files. Reference files are
not to be attached utilizing user-defined environment variables.
SHEET FILES
P-00.11
Font 30 SWISS BOLD AREA FILL
Font 24 SLANTED NON-PROPORTIONAL
Font 9 VERTICAL NON-PROPORTIONAL
INTRODUCTION TO ROADWAY CADD STANDARDS
Raster data may be used as a raster reference only as supplemental information
WT=2 existing items
WT=4 new items
ROADWAY CADD STANDARDS
INTRODUCTION TO
not be acceptable, up to and including the bid set. DO NOT CREATE PLANS FROM
RASTER REFERENCES.
law requires the SI-metric conversion be used. Unit definitions are supplied
within the CADD resources.
Only one sheet per file. The use of additional models other than "Default" shall
not be acceptable.
The following general text parameters shall be used on all sheets at scale
1"=100' unless:
For sheets at different scales TX and LS values shall be modified accordingly
to ensure text size consistency.
The Username, file name, and date shall be plotted in the proper location
at the bottom of the plan sheet.
by a change to the standard details sheets, etc.
merged at the time the bid set is produced, or the data may be overwritten
file attachments outside the project directory. These attachments must be
bid set is produced. The bid set contains ".dgn" files that contain reference
Archiving of the project data files should be completed at the time the
ARCHIVING
Lower-Right Corner
Area patterning of pavements and pavement structural sections are acceptable.
global origin, in the MicroStation key-in browser, type: go=0,0;xy=0,0 uor enter,
unless otherwise directed. This is done for you if you utilize the Roadway seed files.
additional line patterning is subject to approval.
ADOT uses the SI-metric conversion and will not accept US survey feet. State
LC=0 all text
specific automation menus are distributed electronically.
All dgnlib's, seed files, fonts, line styles, cell libraries, and Group
ST
D P-00.1
1
Updates have been made to incorporate ADOT's current MicroStation standards.
LV= predefined within the resource file: roadway.dgnlib
Color Designations from P-00.12
CO= colors are defined ByLevel for cells only; otherwise, see Level and
special symbols
GRAPHICS
files are provided electronically and can be downloaded via the Roadway Design web site.
contained within their resource files provided by ADOT. Roadway standard resource
Levels are contained within the supplied 'dgnlib' files. The line styles and fonts are
are contained within additional cell libraries. Use of shared cells is not acceptable.
Design sheet cells are provided in the 'roadway.cel' library. Numerous other cells
Sheet 1 of 1
NO.
1 2
REV.STATE OF ARIZONA
DEPARTMENT OF TRANSPORTATION
APPROVED FOR
DISTRIBUTION
DRAWING NO.
ROADWAY DESIGN SECTION
DRAFTING GUIDES
NO.
3 4
DES
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P-00.12
Spot elevations, photogrammetry and primary control points
Level 02
reservations
Monuments, boundaries: city, county, State, parks, forests,
Level 04
lines, photogrammetry text
Section corners, center of Section, Quarter corners, range
Level 03
Existing index contour lines and text
Level 05
Existing intermediate contour lines and text
Level 06
Existing vegetation and text
Level 07
Mapping symbols: water items and text
Level 08
Text for level 09 items
Level 10
Existing utilities, railroads, standpipes, wells
Level 11
Text for level 11 items
Level 12
outlets, riprap, bank protection
walls, end-sections, downdrains, spillways, aprons, pipe
dams, gabions, headwalls, berms, pipes and pipe head-
storm drains, sanitary sewers, ditches, dikes, canals,
Existing minor drainage items: catch basins, manholes
Level 13
Text for level 22 existing major drainage items
Text for level 13 existing minor drainage items
Level 14
Existing easement and permit lines
Level 15
Existing edges of roadways, gore paving, grader roads
Level 16
signal and light poles, all signs and delineation
Existing traffic items: cross-walks, roadway striping,
Level 17
Text for level 17 items
Level 18
Road names, text for level 16 items
Level 19
Existing non-surveyed roadway centerlines with tick marks
Level 20
PT's, PI's
stationing, equations, curve data, identification for PC's,
Existing non-surveyed roadway centerline items: bearings,
Level 21
Text for level 23 items
Level 24
plate pipes, tunnels
headwalls, retaining walls, major channels, structural
Existing major drainage items: bridges, box culverts, CBC
Level 22
barricades, chain-link cable barriers
attenuators, concrete barriers (median and half),
Existing channelization items: curbs, guardrails, impact
Level 23
lines and other miscellaneous items
North arrow, milepost markers, roadway dimensions, match
Level 25
curve data, identifications for PC's, PT's and PI's
Miscellaneous centerline items: bearings, stationing, equations,
All miscellaneous surveyed centerlines: survey, office, etc.
Level 26
stationing
New construction centerline with tick marks, centerline
Level 27
equations, identification for PC's, PT's, and PI's
New construction centerline items: bearings, curve data,
Level 28
Existing access control
Level 31
New access control
Level 32
No designation
Level 33
No designation
Level 34
New edges of pavement, turnouts, grader roads, sawcuts
Level 35
Text for level 35 items
Level 36
and fill lines
New intermediate and index contour lines, new cut
Level 37
Text for level 48 items (new major drainage items)
Text for level 38 items (new minor drainage items)
Level 39
New utilities, railroads, standpipes, wells
Level 40
Text for level 40 items
Level 41
Text for level 42 items
Level 43
Text for level 44 items
Level 45
New striping items (pavement markings)
Level 46
channels, structural plate pipes
tunnels, retaining walls, pump houses, major
New major drainage items: bridges, box culverts,
Level 48
new light poles
Level 49
Text for level 49 and level 50 items
Level 51
new signals
Level 52
Text for level 52 items
Level 53
text for level 46 items
Level 47
New signs
Level 54
Landscape details
Level 55
Text for level 55 items
Level 56
Irrigation details
Level 57
Text for level 57 items
Level 58
Standard grid - profile sheet (1 inch)
Level 60
Standard grid - profile sheet (intermediate)
Level 61
Plan sheet border
Level 63
guards, pump houses, etc.
billboards, foundations, driveways, sidewalks, cattle
Existing man-made topography: buildings, noise walls
Level 09
RDWY - Sawcut lines
RDWY - Text for level 301
RDWY - InRoads Reference Line (no plot)
RDWY - Text for level 303 (no plot)
Level 364
Level 301
Level 302
Level 303
Level 304
Grid ticks
Level 01
RDWY - New fences not on new R/W line
LEVEL AND COLOR DESIGNATIONS
LEVEL AND COLOR DESIGNATIONS
NEW LEVELS
Existing fences, Right-of-Way markers and lines
Level 29
barriers, noise walls, privacy walls
guardrail, barricades, block fences, chain-link cable
concrete barriers (median and half), impact attenuators,
New miscellaneous items (hazards): cattle guards
Level 42
All area patterning and shading, existing earth
Level 59
ST
D P-00.1
2
curbs, sidewalks, driveways, roadway shoulders, buildings
New miscellaneous items (roadway edges), gore paving
Level 44
riprap, bank protection, embankment curb
downdrains, spillways, pipe outlets, aprons, pipes,
dams, gabions, headwalls, end-sections, berms,
storm drains, sanitary sewers, ditches, dikes, canals,
New minor drainage items: catch basins, manholes,
Level 38
new temporary construction easements
New fences, Right-of-Way markers and lines,
Level 30
New pull-boxes and conduits, new drainage easements
Level 50
Level Number
For Levels 1 through 63, the Color Number Shall Match the
Level Number
For New Levels, the Color Number Does Not Match the
Plan sheet text nodes and text for level 59 items
Level 62
Sheet 1 of 1
NO.
1 2
REV.STATE OF ARIZONA
DEPARTMENT OF TRANSPORTATION
APPROVED FOR
DISTRIBUTION
DRAWING NO.
ROADWAY DESIGN SECTION
DRAFTING GUIDES
NO.
3 4
DES
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NO.
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REV.STATE OF ARIZONA
DEPARTMENT OF TRANSPORTATION
APPROVED FOR
DISTRIBUTION
DRAWING NO.
ROADWAY DESIGN SECTION
DRAFTING GUIDES
NO.
3 4
DES
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PAGE L
EFT I
NTENTIO
NALLY B
LANK
Reference No. LV/CO= FT= TX= WT= LS= TJ=
CADD TEXT PARAMETERS
1
2
3
4
23
23
23
1
17.5
17.5
15
22
2
6 11
7.5
LB
LB
CB
CB
0
0
0
1
2
3
17
17
3
1
1
18 4 8.75
54
8.7518
18
LAYOUT & CONSTRUCTION
PAVEMENT STRUCTURAL SECTION
P-00.40
1
4
See Stds P-00.60 & P-00.61 for Dimension & Leader Line Layout
Sheet 1 of 2
match the LV/CO of the text placed for that item
Dimension, Extension or Leader Line & Line Terminator LV/CO shall
Reference No. LV/CO= FT= TX= WT= LS= TJ=
GRAPHIC PARAMETERS
Reference No. LV/CO= WT= LC=
Reference No.
USER NOTES
CADD TEXT PARAMETERS
Comments
Comments
Comments
- Text Reference Callout
- Graphic Reference Callout
- User Note Reference Callout
LV - LEVEL
CO - COLOR
FT - FONT
TX - TEXT SIZE
WT - LINE WEIGHT
LS - LINE SPACING
TJ - TEXT JUSTIFICATION
Abbreviations:
using ADOT's Standard Working Units
Units of Measure for 'TX=' and 'LS=' are expressed in feet, (scale - 1"=100')
NO.
1 2
REV.STATE OF ARIZONA
DEPARTMENT OF TRANSPORTATION
APPROVED FOR
DISTRIBUTION
DRAWING NO.
ROADWAY DESIGN SECTION
DRAFTING GUIDES
NO.
3 4
DES
CRIP
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120 Units
1
2
P-00.40
2
2
3
3
b) The various lifts shown in the pavement structural
sections are not drawn to scale. Example: 2" AC
& 16" AB - Draw the 2" AC lift 30 units tall and the
LAYOUT & CONSTRUCTION
PAVEMENT STRUCTURAL SECTION
2
4
Total Thickness = 4•"
SECTION NO. 4
Total Thickness = 2"
SECTION NO. 2
40 Units (Typ)
TACK/PRIME COAT - 5 Units
ACFC - 10 Units
Tack Coat
1
Existing AC
Mill 1•"
4
2" AC (ƒ")
2•" AC (ƒ")
1
3
1
31
1
1
16" AB 40 units tall. Use FIGURE A as a guide.
d) If the AC removal is to be a known milling operation,
should be "Remove".
e) Symbols for bases and subbases, such as AB and CTB, are
created by randomly placing the respective cell as
design sheet.
2" AC (•")
Fog Coat
Surface
Existing Pvmt
Surface
Existing Pvmt
Tack Coat
Chip Seal
applicable, should be placed in the General Notes on the
c) The note " Pavement lift thickness is 'nominal' ", when
a) Pavement structural sections for AC should be filled in
by placing a shape with an opaque area fill. This will
produce a blackened shape when plotted.
shown in Sections No. 1 and 3.
the callout should be "Mill". Otherwise, the callout
FIGURE A
(AC, AB, PCCP, etc.)
Smallest Section - 30 Units 1
DRAFTING NOTES
ST
D P-00.4
0S
TD P-
Sheet 2 of 2
14" PCCP
4" CTB
Total Thickness = 18"
SECTION NO. 3
Subgrade
Tack Coat
•" ACFC
2•" AC (ƒ")
8" AB (Class 2)
2" AC (ƒ")
SECTION NO. 1
Subgrade
Total Thickness = 13"
PAVEMENT STRUCTURAL SECTIONS
DO NOT PROPORTION
section by 10 Units
Increase each larger
NO.
1 2
REV.STATE OF ARIZONA
DEPARTMENT OF TRANSPORTATION
APPROVED FOR
DISTRIBUTION
DRAWING NO.
ROADWAY DESIGN SECTION
DRAFTING GUIDES
NO.
3 4
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1 58
58
58
58
2
3
4
1
23
23
23
22
17.5
17.5
17.5
6
4
4
4
11
8.75
CC
CB
1 57
57
57
5
3
3
2
2
0
0
0
P-00.60
Sheet 1 of 2
DATA TABLE & DIMENSION LAYOUT
LINE WEIGHTS & CODES
12.5
-
LB
LB
Reference No. LV/CO= FT= TX= WT= LS= TJ=
GRAPHIC PARAMETERS
Reference No. LV/CO= WT= LC=
Reference No.
USER NOTES
CADD TEXT PARAMETERS
Comments
Comments
Comments
- Text Reference Callout
- Graphic Reference Callout
- User Note Reference Callout
LV - LEVEL
CO - COLOR
FT - FONT
TX - TEXT SIZE
WT - LINE WEIGHT
LS - LINE SPACING
TJ - TEXT JUSTIFICATION
Abbreviations:
using ADOT's Standard Working Units
Units of Measure for 'TX=' and 'LS=' are expressed in feet, (scale - 1"=100')
NO.
1 2
REV.STATE OF ARIZONA
DEPARTMENT OF TRANSPORTATION
APPROVED FOR
DISTRIBUTION
DRAWING NO.
ROADWAY DESIGN SECTION
DRAFTING GUIDES
NO.
3 4
DES
CRIP
TIO
N
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P-00.60
50 Units
10 Units
50 Units
50 Units
50 Units
TITLE
60 Units
TITLE
0°
90°
180°
270°
45 Units 50 Units
TEXT
45 Units
ANGLE REFERENCE
DATA TABLE LAYOUT & CONSTRUCTION
Sheet 2 of 2
DATA TABLE & DIMENSION LAYOUT
LINE WEIGHTS & CODES
1
2
3
1
4
2
3
1
As
Re
quir
ed
WT
0
1
2
3
4
5
6
7
0
1
2
3
4
5
6
7
LC
Object Line
10
Unit
s
10
Unit
s
DIMENSION LAYOUT
CADD
40 Units Minimum
60 Units Desirable
50 Units
50 Units
40 Units (Typ)
40 Units (Typ)
40 Units (Typ)
SUBTITLE
LINE WEIGHT TABLE
LINE CODE TABLE
increasing counterclockwise
based on 0° to the right
All angular references are
TEXT
TEXT
TITLE
TITLE
50 UnitsTEXT
30 Units
45 Units
TEXT
TEXT
ST
D P-00.6
0
71.25 Units
• Text Height
1• Text Height
TYPICAL TITLE TEXT LAYOUT
ALL NOTES AND TEXT
NEW TEXT = 17.5 UnitsEXISTING TEXT = 15.0 Units
Station
SOIL VALUES
ph Resistivity Station ph Resistivity
+ . + .
+ . + .
+ . + .
+ . + .
+ . + .
+ . + .
+ . + .
Type
Systems Approximate Location
Std T.S. 6-1 Type C = Traffic Counter
Sta + / MP .
Sta + / MP .
LOOP DETECTOR / CLASSIFIER SYSTEMS
Std T.S. 6-2 Type SA or SB = Speed and Vehicle Class
Sta + / MP .
Sta + / MP .
EARTHWORK QUANTITIES
CY
CY
CY
CY
CY
CY
CY
CY
CY
CY
CY
CY
CY
Station Shrink/Swell Compaction
Ground
EARTHWORK FACTORS
Roadway Excavation
Shrink
Drainage Excavation
Shrink
Structural Excavation
Shrink
Channel Excavation
Shrink
Borrow (In Place)
No Shrink or Swell Applied
Pipe Backfill
Embankment (Incl Gnd Comp)
Waste
Structure Backfill
+ to +
+ to +
+ to +
+ to +
+ to +
% Shrink
% Shrink
% Shrink
% Shrink
% Shrink
0. '
0. '
0. '
0. '
0. '
a rumble strip. See Traffic sheets.
The pavement shoulders shall be treated with
ADOT R/W Plans Section forces.
R/W markers will be furnished and placed by
LINE SPACING BETWEEN NOTES
17.5 Units
WITHOUT DATA TABLE
NO.
1 2
REV.STATE OF ARIZONA
DEPARTMENT OF TRANSPORTATION
APPROVED FOR
DISTRIBUTION
DRAWING NO.
ROADWAY DESIGN SECTION
DRAFTING GUIDES
NO.
3 4
DES
CRIP
TIO
N
OF
RE
VISIO
ND
ES
CRIP
TIO
N
OF
RE
VISIO
N
DETAIL FORMAT LAYOUT
AND LEADER LINE CONSTRUCTION
1
2
3
4
54
54
54
54
30
30
1
1
0
0
6
4
100
50
22
15
-
-
-
11 CB
CB
LB
LB
P-00.61
Sheet 1 of 2
1
5
6
1 15
4
-
- CB
14 2
39 1 17.5
CB
Insert additional characters in the data field utilizing the Word Prosessor
Reference No. LV/CO= FT= TX= WT= LS= TJ=
GRAPHIC PARAMETERS
Reference No. LV/CO= WT= LC=
Reference No.
USER NOTES
CADD TEXT PARAMETERS
Comments
Comments
Comments
- Text Reference Callout
- Graphic Reference Callout
- User Note Reference Callout
LV - LEVEL
CO - COLOR
FT - FONT
TX - TEXT SIZE
WT - LINE WEIGHT
LS - LINE SPACING
TJ - TEXT JUSTIFICATION
Abbreviations:
using ADOT's Standard Working Units
Units of Measure for 'TX=' and 'LS=' are expressed in feet, (scale - 1"=100')
NO.
1 2
REV.STATE OF ARIZONA
DEPARTMENT OF TRANSPORTATION
APPROVED FOR
DISTRIBUTION
DRAWING NO.
ROADWAY DESIGN SECTION
DRAFTING GUIDES
NO.
3 4
DES
CRIP
TIO
N
OF
RE
VISIO
ND
ES
CRIP
TIO
N
OF
RE
VISIO
N
10'
30'
30'
10'
30'
Dimension Line
Extension Line
Object Line
10
Unit
s
10
Unit
s 5 Units
Text String
2nd Text String
•
Te
xt
Heig
ht
•
Te
xt
Heig
ht
Text String
2nd Text String
DETAIL FORMAT LAYOUT
AND LEADER LINE CONSTRUCTIONP-00.61
Sheet 2 of 2
3
Leader Line
Text String
Obtuse Angle Preferred
Text Line
10 Units
Note
Note
Note
5
2
25 Units
Depending Upon The Item Specified
The Shape of The Symbol May Vary
(Typ)Un
its10
0
30'
50'
Dimension Within Object Boundaries)
(Preferred Method Is To Not
Break Dimension Lines That Cross
If Necessary
Acute Angle Used Only
Is Recommended Where Practical
Upon The Curve Radius. 100 Units
The Length May Vary Depending
1
2
When Crossing Dimension Lines
Break Leader & Extension Lines
Longest Text String
Match Line Length To
Leader or Extension Line Crossing
Do Not Break Object Line For
When Crossing Leader Lines
Break Extension Lines
10 Units
DESIGN
DRAWN
DATE
CHECKED
NAME
TEAM LEADER
ROUTE LOCATION
TRACS NO. OF
SHEET OF
ARIZONA DEPARTMENT OF TRANSPORTATION
ROADWAY DESIGN SECTIONINTERMODAL TRANSPORTATION DIVISION
DESIGN
DRAWN
DATENAMEARIZONA DEPARTMENT OF TRANSPORTATION
ROADWAY DESIGN SECTIONINTERMODAL TRANSPORTATION DIVISION
25 Units
25 Units
Cell Origin
1
NO.
1 2
STATE OF ARIZONA
DEPARTMENT OF TRANSPORTATION
APPROVED FOR
DISTRIBUTION
DRAWING NO.
ROADWAY DESIGN SECTION
DRAFTING GUIDES
NO.
3 4
DETAIL BCell Origin
B
DESIGN
DRAWN
DATE
CHECKED
NAME
TEAM LEADER
ROUTE LOCATION
TRACS NO. OF
SHEET OF
ARIZONA DEPARTMENT OF TRANSPORTATION
ROADWAY DESIGN SECTIONINTERMODAL TRANSPORTATION DIVISION
Sheet 1 of 2
DETAIL
MODIFIED CURB AND GUTTER
Cell OriginSheet 1 of 2
BDETAIL
MODIFIED CURB AND GUTTER
1
2
4
ST
D P-00.6
1
DES
CRIP
TIO
N
OF
RE
VISIO
ND
ES
CRIP
TIO
N
OF
RE
VISIO
N
Through an Item
Angle to Avoid Breaking the Line or Going
However it is Acceptable to Adjust the
Remain Constant Throughout the Sheet,
The Angle of Leader Lines Should
NO.
1 2
REV.STATE OF ARIZONA
DEPARTMENT OF TRANSPORTATION
APPROVED FOR
DISTRIBUTION
DRAWING NO.
ROADWAY DESIGN SECTION
DRAFTING GUIDES
NO.
3 4
DES
CRIP
TIO
N
OF
RE
VISIO
ND
ES
CRIP
TIO
N
OF
RE
VISIO
N
1
1 -
-
62
1 2 LC-
- CC
LC
4
1
2
3
4
5
5 0
00
63
63
1
2
3 63 0
63 04
5 63 0
62 1 8 - LC
7
62 1 15 3 - CC
6
8
1 7 1 - CC
9
1 8 2 CC10
11
62 1 3 - CC
62 1 2 LC-
63
10
63
63
1
7
3
CC
CC
-
7
20
10/7
13/11
15/13.5
CC1 15 462 10
63 10 2
-63 23 20 4 CC
1 15 LC62
63
63
12
13
14
6 60 11
2
3 Optional initial area
4
5 Registrant Seal
1
6 Sheet Description
PROFILE SHEET OVERLAY4
STA
ELEV
6
1"
1"
SHEET LAYOUT P-00.70
Typical Sheet Border
7
8
9
10
County Number after job has gone to bid
Total of sheets filed after job has gone to bid
620
14
14
1
1
-
Use these text fields to sequence each sheet as shown in the INDEX OF SHEETS.
6
3
1.25"
1"
Use data fields supplied with cell
Use data fields supplied with cell
Use data fields supplied with cell
Use data fields supplied with cell
Use data fields supplied with cell
Use data fields supplied with cell
Use data fields supplied with cell
To place grid overlay, place cell origin at center of plan sheet
1
1
2
When using cell, the project number (for ex: F-035-1(8)) may require a reduction in text size
ADOT Prefix Number (Route, County & Milepost, for ex: 087 GI 202)
Project Number
Reference No. LV/CO= FT= TX= WT= LS= TJ=
Reference No.
USER NOTES
CADD TEXT PARAMETERS
Comments
Comments
Sheet 1 of 2
GRAPHIC PARAMETERS
Reference No. LV/CO= WT= LC=
LV - LEVEL
CO - COLOR
FT - FONT
TX - TEXT SIZE
WT - LINE WEIGHT
LS - LINE SPACING
TJ - TEXT JUSTIFICATION
Abbreviations:
- Text Reference Callout
- Graphic Reference Callout
- User Note Reference Callout
using ADOT's Standard Working Units
Units of measure for 'TX=' and 'LS=' are expressed in feet, (scale - 1"=100')
NO.
1 2
REV.STATE OF ARIZONA
DEPARTMENT OF TRANSPORTATION
APPROVED FOR
DISTRIBUTION
DRAWING NO.
ROADWAY DESIGN SECTION
DRAFTING GUIDES
NO.
3 4
DES
CRIP
TIO
N
OF
RE
VISIO
ND
ES
CRIP
TIO
N
OF
RE
VISIO
N
SHEET OF
DESIGN
DRAWN
DATE
ROUTE LOCATION
CHECKED
NAME
TEAM LEADER
TRACS NO
SHEET OF
DESIGN
DRAWN
DATE
ROUTE LOCATION
CHECKED
NAME
TRACS NO
Consultant's Logo
1
STANDARD PLAN SHEET
STATEF.H.W.A.
REGION
ARIZ.
PROJECT NO.SHEET
NO.
TOTAL
SHEETSAS BUILT
9
5
PROJECT NUMBER BLOCK LAYOUT
1
2
2
23 4
5
5
5
6
89
44
7
10
12 11
3
2
1
1 5
6
22"
13
P-00.70SHEET LAYOUT
TITLE BLOCK LAYOUT
CONSULTANT VERSION
2
7
10
8 9
ARIZONA DEPARTMENT OF TRANSPORTATION
INTERMODAL TRANSPORTATION DIVISION
ARIZONA DEPARTMENT OF TRANSPORTATION
ROADWAY DESIGN SECTIONINTERMODAL TRANSPORTATION DIVISION
1.25"1.25" 31.5"
34"
0.7
5"
0.7
5"
20.5
"
1 2 3 4 5 6 7 8 9 10 111213141516 1718192021222324252627282930313233343536373839404142434445464748495051525354555657585960616263
DESIGN
DRAWN
DATE
CHECKED
NAME
TEAM LEADER
ROUTE LOCATION
TRACS NO. OF
SHEET OF
ARIZONA DEPARTMENT OF TRANSPORTATION
ROADWAY DESIGN SECTIONINTERMODAL TRANSPORTATION DIVISION
STATEF.H.W.A.
REGION
ARIZ.
PROJECT NO.SHEET
NO.
TOTAL
SHEETSAS BUILT
9
V:\Roadway\Dev_V8i\drafting_guides\DraftingGuides_2013\dgn files\P0070.DGN5/8/2014
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
Lower-Left Corner
REVISION & SURVEY BLOCK LAYOUT
Upper-Right Corner
5
6
3
Lower-Right Corner
DESIGN
DRAWN
DATE
CHECKED
NAME
TEAM LEADER
ROUTE LOCATION
TRACS NO. OF
SHEET OF
ARIZONA DEPARTMENT OF TRANSPORTATION
ROADWAY DESIGN SECTIONINTERMODAL TRANSPORTATION DIVISION
OF
OF
ROADWAY DESIGN VERSION
NOTE: Use same text parameters as shown below.
2
ST
D P-00.7
0
Sheet 2 of 2
NO.
1 2
REV.STATE OF ARIZONA
DEPARTMENT OF TRANSPORTATION
APPROVED FOR
DISTRIBUTION
DRAWING NO.
ROADWAY DESIGN SECTION
DRAFTING GUIDES
NO.
3 4
DES
CRIP
TIO
N
OF
RE
VISIO
ND
ES
CRIP
TIO
N
OF
RE
VISIO
N
Reference No. LV/CO= FT= TX= WT= LS= TJ=
CADD TEXT PARAMETERS
1
2
23 17.5
01 1
4 8.75
1 See Stds P-00.60 & P-00.61 for Dimension & Leader Line Layout
Sheet 1 of 2
match the LV/CO of the text placed for that item
Dimension, Extension or Leader Line & Line Terminator LV/CO shall
-
- 23 15 2 7.5
-
-
feature being placed.
Level, Color and Text Justification is dependant on
feature being placed.
Level, Color and Text Justification is dependant on
P-00.80CALLOUTS
Reference No. LV/CO= FT= TX= WT= LS= TJ=
GRAPHIC PARAMETERS
Reference No. LV/CO= WT= LC=
Reference No.
USER NOTES
CADD TEXT PARAMETERS
Comments
Comments
Comments
- Text Reference Callout
- Graphic Reference Callout
- User Note Reference Callout
LV - LEVEL
CO - COLOR
FT - FONT
TX - TEXT SIZE
WT - LINE WEIGHT
LS - LINE SPACING
TJ - TEXT JUSTIFICATION
Abbreviations:
using ADOT's Standard Working Units
Units of Measure for 'TX=' and 'LS=' are expressed in feet, (scale - 1"=100')
NO.
1 2
REV.STATE OF ARIZONA
DEPARTMENT OF TRANSPORTATION
APPROVED FOR
DISTRIBUTION
DRAWING NO.
ROADWAY DESIGN SECTION
DRAFTING GUIDES
NO.
3 4
DES
CRIP
TIO
N
OF
RE
VISIO
ND
ES
CRIP
TIO
N
OF
RE
VISIO
N
Sheet 2 of 2
PLAN CALLOUTS SHALL FOLLOW THE GENERAL OUTLINE AS INDICATED BELOW
Detail E
New Channel Rt
Existing R/W
Exst EP
Telephone Line
Existing Fiber Optic
50' R (Typ)
CALLOUTS FOR EXISTING ITEMS
MISCELLANEOUS EXAMPLES OF
STATION TO STATION (STATION RANGE)
CALLOUT FOR NEW ITEMS
SINGLE POINT LOCATION
CALLOUT FOR NEW ITEMS
AND GENERAL ITEMS
CALLOUTS FOR LABELS
MISCELLANEOUS EXAMPLES OF
STATION TO STATION (STATION RANGE)
PARTIAL REMOVE / REPLACE
CALLOUT FOR EXISTING ITEMS THAT REQUIRESurvey & Construction \
CALLOUT FOR EXISTING ITEMS TO REMAIN
REQUIRE ACTION
CALLOUT FOR EXISTING ITEMS THAT
LINE WEIGHTS SEE APPROPRIATE DRAFTING GUIDELINES
FOR ALL TEXT HEIGHTS, LEVELS, COLORS AND
1
1
1
2
2
2
1
1
1
1
1
1
1
11
ST
D P-00.8
0
P-00.80CALLOUT EXAMPLES
337 Lin Ft Exst Modified Game Fence
Rt Sta 8754+05 to 8757+41
To Remain
337 Lin Ft Exst Modified Game Fence
Rt Sta 8754+05 to 8757+41
Remove1
1
Std C-12.20
11 Lin Ft New 48" Chain Line Fence, Type 1
35' Rt Sta 2+55
42' Rt Sta 2+47 to
Remove
Detail C
Std C-05.30
Type A
New Sidewalk Ramp
43' Lt Sta 8754+05
Woods Rd Cst \ Sta 123+65 *
28th Street Survey \ *
Std C-05.10
Type D, h=6"
1,380 Lin Ft New Curb & Gutter
Lt Sta 8754+00 to 8767+80
14 Lin Ft Exst Chain Link Fence
35' Rt Sta 2+55
45' Rt Sta 2+45 to
standard.
note only the dimentions required per the applicable
(See appropriate Construction Standards) For Berms,
X Height X Length Slope (10:1, 4:1, etc) and Quantity.
Dimensions of Dikes shall be shown as Top Width
be used as needed for clarification.
* Route designations or road names should only
Standards)
and Drainage Ex (CY). (See appropriate Construction
Bottom Width X Depth X Length Slope (10:1, 4:1, etc)
Dimensions of Ditches shall be shown as
NOTES:
NO.
1 2
REV.STATE OF ARIZONA
DEPARTMENT OF TRANSPORTATION
APPROVED FOR
DISTRIBUTION
DRAWING NO.
ROADWAY DESIGN SECTION
DRAFTING GUIDES
NO.
3 4
DES
CRIP
TIO
N
OF
RE
VISIO
ND
ES
CRIP
TIO
N
OF
RE
VISIO
N
SAMPLE FACE SHEET P-01.10
Sheet 1 of 2
1 61 23 4 8.75 RC
1 1 0
17.5
1 Face Sheet creation is available from the ADOT Roadway Design MicroStation menu
2 61 23 4 8.75 CB17.5
the text placed for that item
Dimension, Extension or Leader Line LV/CO shall match the LV/CO of
Reference No. LV/CO= FT= TX= WT= LS= TJ=
GRAPHIC PARAMETERS
Reference No. LV/CO= WT= LC=
Reference No.
USER NOTES
CADD TEXT PARAMETERS
Comments
Comments
Comments
- Text Reference Callout
- Graphic Reference Callout
- User Note Reference Callout
LV - LEVEL
CO - COLOR
FT - FONT
TX - TEXT SIZE
WT - LINE WEIGHT
LS - LINE SPACING
TJ - TEXT JUSTIFICATION
Abbreviations:
using ADOT's Standard Working Units
Units of Measure for 'TX=' and 'LS=' are expressed in feet, (scale - 1"=100')
NO.
1 2
REV.STATE OF ARIZONA
DEPARTMENT OF TRANSPORTATION
APPROVED FOR
DISTRIBUTION
DRAWING NO.
ROADWAY DESIGN SECTION
DRAFTING GUIDES
NO.
3 4
DES
CRIP
TIO
N
OF
RE
VISIO
ND
ES
CRIP
TIO
N
OF
RE
VISIO
N
CO
LO
RA
DO
RIV
ER
N
E
W
M
E X I
C
O
U T A H
N E
V A D
A
C
A
L I F O R
N I
A
M E X I C OG
RE
EN
LE
E
Phoenix
APACHE
NAVAJO
COCONINOMOHAVE
LA PAZ
YUMA
MARICOPA
YAVAPAI
GILA
PINAL
PIMA
GRAHAM
COCHISE
SANTA CRUZ
A R I Z O N A
STATE OF ARIZONA
DEPARTMENT OF TRANSPORTATION
INTERMODAL TRANSPORTATION DIVISION
PROJECT PLANS
ARIZONA DEPARTMENT OF TRANSPORTATION
INTERMODAL TRANSPORTATION DIVISION
2
Constructed by:
Completion Date
Red-Lines by:
Completion Date
As-Built by:
As-Built Designer Name & Company
Completion Date
Construction Company
Construction Administrator Name & Company
PROJECT LOCATIONPROJECT NUMBER
ADOT PREFIX
ST
D P-01.1
0
1
1
1
1
JENNIFER TOTH, P.E., STATE ENGINEER
DATA
AS BUILTAS BUILT DATE
OF DATA
AS BUILTAS BUILT DATE
OF
STATE HIGHWAY
HIGHWAY NAME
ROUTE LABEL
MP
165
MP
170
MP260
MP265
MP270
MP275
77
70
70
170
Gilson WashRanch Creek
San
Carlos
RiverSpring B
ranch
San Carlos
Apache
Tribe
MP
165
MP
170
MP260
MP265
MP270
MP275
Gilson WashRanch Creek
San
Carlos
RiverSpring B
ranch
San Carlos
Apache
Tribe
T1S R16-18E
70
170
70
77
1
PR
OJE
CT
LIM
IT (Mile Post)
PR
OJE
CT
LIM
IT (Mile Post)
TYPE OF PROJECT, DESCRIPTION
55 23 17.5 4 LB
55 23 17.5 4 LB
54 1 22 6 CB-
55 1 17.5 4 CB-
12.5
8.75
DIVIDED ROADWAYP-02.10
4
3
2
1
1
2
See Std P-00.70 for Title Block & Project Number Block Layout
SAMPLE DESIGN SHEET FOR RURAL
3 See Std P-00.60 for Text Layout
TJ is LB unless otherwise shown
See Std P-00.60 for Data Table Layout & Construction
Line spacing between notes shall be 17.5 units
NOTE : Design Data, Index of Sheets, Mid-point of Project, and General Notes are to be positioned as shown
Sheet 1 of 2
NOTE : For project related sheets, see Standards P-02.15 & P-06.10
Reference No. LV/CO= FT= TX= WT= LS= TJ=
GRAPHIC PARAMETERS
Reference No. LV/CO= WT= LC=
Reference No.
USER NOTES
CADD TEXT PARAMETERS
Comments
Comments
Comments
- Text Reference Callout
- Graphic Reference Callout
- User Note Reference Callout
LV - LEVEL
CO - COLOR
FT - FONT
TX - TEXT SIZE
WT - LINE WEIGHT
LS - LINE SPACING
TJ - TEXT JUSTIFICATION
Abbreviations:
using ADOT's Standard Working Units
Units of Measure for 'TX=' and 'LS=' are expressed in feet, (scale - 1"=100')
NO.
1 2
REV.STATE OF ARIZONA
DEPARTMENT OF TRANSPORTATION
APPROVED FOR
DISTRIBUTION
DRAWING NO.
ROADWAY DESIGN SECTION
DRAFTING GUIDES
NO.
3 4
DES
CRIP
TIO
N
OF
RE
VISIO
ND
ES
CRIP
TIO
N
OF
RE
VISIO
N
DATENAME
Sheet No. Sheet Type
INDEX OF SHEETS
LENGTH OF PROJECT
SOUTHBOUND
+ . to + . =1540 03 52 Ahd 1627 68 35 BkSta 8,764.83'
+ . to + . = 124 88 79 Ahd 180 68 51 Sta 5,579.72'
1 Face Sheet
ADOT Standard Drawings
2-3 Design Sheets
4 Barrier Summary Sheet
5-6
7 Pipe Ext Summary Sheet
8
9-16
17-42 Detail Sheets
43-74 Culvert Detail Sheets
75
76-96 Plan & Profile Sheets
DESIGN SHEET
4
3
1
3
2
ST
D P-02.1
0
1
4
3
1
3
1
3
Gross & Net Length
Mile Post 231.02 to 235.58
= 24,099.89'- 4.56 Miles
3
NORTHBOUND
+ . to + . =1441 84 36 1539 91 87 Bk 9,807.51'Sta
+ . to + . =1540 03 52 Ahd 1642 24 97 Bk 10,221.45'Sta
+ . to + . = 135 39 21 Ahd 193 05 10 5,765.89'Sta
1
Gross & Net Length
Mile Post 231.29 to 236.18
= 25,794.85'- 4.89 Miles
97-143
144-190
Box Culvert Summary Sheet
Traffic Sheets
Structure Sheets
(M&S-Series) and the pavement marking plans.
of the Signing and Marking Standard Drawings
contractor in accordance with the current edition
The project roadway shall be striped by the
to improve drainage conditions.
downdrain installation may be made by the Engineer
Changes in location or length of spillway or
Survey Monuments in median must not be disturbed.
The average project elevation is 4,500'.
3
Geometric Sheet
Construction Phasing Sheets
Blue Stake laws and Section 107.15 of the Specifications.
survey methods. The contractor shall comply with all current
utility is shown, the location has been verified by field
both the horizontal and vertical location of an existing
utility is shown, the location is approximate. Where
Where only the horizontal location of an existing
New Pipe Summary Sheets
+ . to + . =1442 00 00 1539 55 34 BkSta
ADOT R/W Plans Section forces.
R/W markers will be furnished and placed by
EARTHWORK QUANTITIES
EARTHWORK FACTORS
'% ShrinkNB 1441 84+ to 1485 + 25 15 0.10
NB 1485 25+ to 1494 + 62
NB 1494 62+ to 1542 + 42
NB 1542 42+ to 139+ 78
NB 139 78+ to 193 + 10
SB 1442 00+ to 1507 + 54
SB 1507 54+ to 1568 + 09
SB 1568 09+ to 1598 + 55
SB 1598 55+ to 1611 + 32
SB 1611 32+ to 125+ 89
SB 125 89+ to 180 + 70
% Shrink10
% Shrink15
% Shrink10
% Shrink 5
% Shrink 5
% Shrink 5
% Shrink15
'0.10
'0.10
'0.20
'0.20
'0.20
'
'0.20
'0.20
'0.20
'0.15
CUT SLOPE EXCEPTION TABLE
Station Side Slope Control
NB 1473 00+ to 1479 + 50 Both 4:1
NB 1479 50+ to 1515 + 25 Right 6:1 (Daylight)
NB 1537 75+ to 1542 + 50 Right 4:1
NB 1586 25+ to 1630 + 25 Both 3:1
NB 133 50+ to 162 + 36 Both 6:1 (Daylight)
SB 1445 50+ to 1472 + 25 Left 3:1
SB 1485 75+ to 1510 + 50 Both 4:1
SB 1515 25+ to 1530+ 25 Right 6:1 (Daylight)
SB 1602 75+ to 150 + 75 Right 4:1
Station Side Slope Control
NB 1479 50+ to 1515 + 25 Left 4:1
NB 1537 75+ to 1542 + 50 Left 4:1
NB 162 50+ to 164 + 25 Left
SB 1445 50+ to 1472 + 25 Right 2:1
SB 1505 50+ to 1525+ 75 Both 6:1
SB 1525 75+ to 1528+ 75 Both
SB 150 25+ to 175 + 25 Right 4:1
FILL SLOPE EXCEPTION TABLE
Roadway Excavation 1,252,270
9,871
1,185,625
56,774
Station Shrink/Swell
CY
CY
CY
CY
Even
Even
Even
Shrink
Waste
Station pH Resistivity
8 0.
7 4.
7 4.
7 6.
7 3.
520
820
520
580
600
SOIL VALUES
SB 1442 25+
SB 1482 50+
SB 1495 00+
SB 1517 30+
SB 1536 22+
Station pH Resistivity
7 2.
8 0.
7 4.
7 2.
7 3.
800
760
1280
1000
680
NB 1442 43+
NB 1496 25+
NB 1530 32+
NB 1546 11+
NB 1640 05+
2
2
22
2
State Plane Coordinates
Central Zone
X=140,000
Y=1,090,000
MIDPOINT OF PROJECT
9,755.34'
0.10
Right-of-Way project No. BP-063-1-611.
For R/W information not shown, see
GENERAL NOTES
The roadway plans have been designed utilizing
and current revisions. Refer to the 1A sheet for a
listing of current revision dates.
the 2012 Construction Standard Drawings (C-Series)
Type
C
C
Systems Approximate Location
Std T.S. 6-1 Type C = Traffic Counter
1
1
LOOP DETECTOR / CLASSIFIER SYSTEMS
Std T.S. 6-2 Type SA or SB = Speed and Vehicle Class
NB Sta 1539+20 / MP 233.13
SB Sta 1505+55 / MP 232.22
6:1
6:1
and shall be placed by the contractor: Std C-21.20.
Bench markers will be furnished by the State
a rumble strip. See Traffic sheets.
The pavement shoulders shall be treated with
Embankment (Including Ground Comp)
1A-1D
DESIGN DATA
Design Speed = 60 MPH
2020 AADT = 14,350
2010 AADT = 7,350
Compaction
Ground
Hold Second Intercept, etc.
Showing the Intent of Daylights, Hold First Intercept,
Change on the Back Slope will need to have a Detail
Note to Designer: Any Exception Other Than Slope
DESIGN
DRAWN
DATE
CHECKED
NAME
TEAM LEADER
ROUTE LOCATION
TRACS NO. OF
SHEET OF
ARIZONA DEPARTMENT OF TRANSPORTATION
ROADWAY DESIGN SECTIONINTERMODAL TRANSPORTATION DIVISION
STATEF.H.W.A.
REGION
ARIZ.
PROJECT NO.SHEET
NO.
TOTAL
SHEETSAS BUILT
9
RT CO MP
PROJECT LOCATION SR 00
H0000 01C PROJECT NUMBER
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
2 2
PROJ. NUMBER
55 23 17.5 4 12.5 CB
55 23 17.5 4 8.75 LB
21 23 17.5 4 CB8.75
55
54
1 17.5 4 CB
1 22 6 CB
1
3 0
0
- - -
20
18 23 17.5 8.75 LB
P-02.20RURAL UNDIVIDED ROADWAY
4
3
2
1
6
5
4
3
2
1
1
2
3
4
1
25 23 17.5 4 8.75 CB7
11
12.5
SAMPLE DESIGN SHEET FOR
559
Sheet 1 of 2
TJ is CB unless otherwise shown
TJ is CB unless otherwise shown
See Std P-00.60 for Data Table Layout & Construction
See Std P-00.40 for Pavement Structural Section Layout & Construction
Show roadway cross slope in feet per foot to 3 decimal places
Line spacing between notes shall be 17.5 units
of the text placed for that item
ADOT Standard Line Terminator; typical. LV/CO shall match the LV/CO
4
18 23 17.5 8.7548 CB
See Stds P-00.60 & P-00.61 for Dimension & Leader Line Layout
NOTE : For project related sheets, see Standards P-07.20, P-07.21 & P-08.20
the text placed for that item
Dimension, Extension or Leader Line LV/CO shall match the LV/CO of
Reference No. LV/CO= FT= TX= WT= LS= TJ=
GRAPHIC PARAMETERS
Reference No. LV/CO= WT= LC=
Reference No.
USER NOTES
CADD TEXT PARAMETERS
Comments
Comments
Comments
- Text Reference Callout
- Graphic Reference Callout
- User Note Reference Callout
LV - LEVEL
CO - COLOR
FT - FONT
TX - TEXT SIZE
WT - LINE WEIGHT
LS - LINE SPACING
TJ - TEXT JUSTIFICATION
Abbreviations:
using ADOT's Standard Working Units
Units of Measure for 'TX=' and 'LS=' are expressed in feet, (scale - 1"=100')
NO.
1 2
REV.STATE OF ARIZONA
DEPARTMENT OF TRANSPORTATION
APPROVED FOR
DISTRIBUTION
DRAWING NO.
ROADWAY DESIGN SECTION
DRAFTING GUIDES
NO.
3 4
DES
CRIP
TIO
N
OF
RE
VISIO
ND
ES
CRIP
TIO
N
OF
RE
VISIO
N
6:16:1
Sheet No. Sheet Type
INDEX OF SHEETS
1
2-5
6-7
8
9
10-15
26-28
29-44
Face Sheet
ADOT Standard Drawings
Design Sheets
Barrier Summary Sheets
New Pipe Summary Sheet
Box Culvert Summary Sheet
Plan & Profile Sheets
Station pH Resistivity
7 3.
7 2.
7 4.
7 2.
7 4.
7 3.
2240
800
480
780
740
520
EARTHWORK QUANTITIES
EARTHWORK FACTORS
' 395 00+ to + 0.00
401 00+ to 403+ 00
403 00+ to 406+ 00
406 00+ to 417 + 00
417 00+ to 431+ 00
431 00+ to 440+ 00
440 00+ to 449+ 00
449 00+ to 459+ 00
459 00+ to 464+ 00
464 00+ to 480+ 00
480 00+ to 501+ 90
15
5
10
15
10
10
% Shrink 5
10
15
'0.25
'0.25
'0.25
'0.30
'0.15
'0.15
'0.25
'0.25
'0.25
'0.30
Roadway Excavation
Borrow
Embankment (Including Ground Comp.)
655,029
768,798
45,859
4,586
Station Shrink/SwellCompaction
Ground
CY
CY
CY
CY
CY
7 2. 310
% Swell
% Swell
% Swell
% Swell
% Swell
Even
Even
% Swell
% Swell
% Swell
482 CY
Swell 72 CY
Swell/Shrink
10% Shrink
SOIL VALUES
395 10+
398 60+
409 60+
438 80+
442 15+
451 50+
465 25+
TYPICAL SECTION
Drainage Excavation
Detail Sheets
1
5
4
16-25 Culvert Detail Sheets
4
1
6
1
2
4
1
43
3
3
7
7
1
1
23
DESIGN SHEET
ST
D P-02.2
0
LENGTH OF PROJECT
+ . to + . = 395 00 00 501 90 00Sta 10,690.00'
=Gross & Net Length
1
4
10,690.00'- 2.02 Miles
4
5
6" (Typ)
7
27.5'
PAVEMENT STRUCTURAL SECTIONS4
SECTION NO. 1
Tack Coat 2" AC (ƒ")
3" AC (ƒ")
SECTION NO. 2
Total Thickness = 15"
1
Fog Coat
45-61
62-63
Traffic Sheets
Structure Sheets
Construction Phasing Sheets
2
(M&S-Series) and the pavement marking plans.
of the Signing and Marking Standard Drawings
contractor in accordance with the current edition
The project roadway shall be striped by the
The average project elevation is 4,500'.
4
Tack Coat
10" AB (Class 2)
3" AC (ƒ")
2" AC (ƒ")
Total Thickness = 15•"
20' 9'
8'12'12'8'
25'
Profile Grade
Section No. 1
Pavement StructuralPavement Structural
Section No. 2
0.020$ 0.020$
DESIGN DATA
71,942
Where only the horizontal location of an existing
utility is shown, the location is approximate. Where
both the horizontal and vertical location of an existing
utility is shown, the location has been verified by field
survey methods. The contractor shall comply with all current
Blue Stake laws and Section 107.15 of the Specifications.
State Plane Coordinates
Western Zone
Y=840,000
X=298,000
MIDPOINT OF PROJECT
Subgrade
Subgrade
Mile Post 125.36 to 127.38
a rumble strip. See Traffic sheets.
The pavement shoulders shall be treated with
New
R/
W
New
R/
W
7 2. 510 15+ 420 401 00
ADOT R/W Plans Section forces.
R/W markers will be furnished and placed by
8
222
1
3
and shall be placed by the contractor: Std C-21.20.
Bench markers will be furnished by the State
4
Right-of-Way project No. F-063-2-311.
For R/W information not shown, see
52' AC Roadway
32'
12'
39.5'GENERAL NOTES
The roadway plans have been designed utilizing
and current revisions. Refer to the 1A sheet for a
listing of current revision dates.
the 2012 Construction Standard Drawings (C-Series)
Type
C
C
Systems Approximate Location
Std T.S. 6-1 Type C = Traffic Counter
1 Sta 396+00 / MP 125.38
1
LOOP DETECTOR / CLASSIFIER SYSTEMS
Std T.S. 6-2 Type SA or SB = Speed and Vehicle Class
Sta 439+00 / MP 126.19
10" AB (Class 2)
FOG COAT APPLICATION
Base Materials
AC
AR-ACFC
Fog Coat Limits
6:1
VIEW A
•" AR-ACFC
37' AR-ACFC
\
Cst
Survey &
View A (Typ)
1A-1D
Design Speed = 60 MPH
2020 AADT = 5,400
2010 AADT = 2,900
Std C-02.20 Slopes (Typ)
DESIGN
DRAWN
DATE
CHECKED
NAME
TEAM LEADER
ROUTE LOCATION
TRACS NO. OF
SHEET OF
ARIZONA DEPARTMENT OF TRANSPORTATION
ROADWAY DESIGN SECTIONINTERMODAL TRANSPORTATION DIVISION
STATEF.H.W.A.
REGION
ARIZ.
PROJECT NO.SHEET
NO.
TOTAL
SHEETSAS BUILT
9
RT CO MP
PROJECT LOCATION SR 00
H0000 01C PROJECT NUMBER
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
2 2
PROJ. NUMBER
1
2
3
18
18
54
23
23
1
17.5
15
22
2
6
8.75
7.5
11
LB
LB
CB
TJ is LB unless otherwise shown
1 1 0
1
2
4
5
25
21
25
23
23
23
17.5
17.5
15
8.75
8.75
7.52
4
4 CB
CB
LB TJ is LB unless otherwise shown
2
3
4 - - -
59 1
0320
21205
3
6
7
8
55
55
23
1
17.5
17.5
4
4
12.5
12.5 CB
LB
55 23 17.5 4 8.75 LB
See Std P-00.40 for Pavement Structural Section Layout & Construction
P-02.30
NOTE:
TJ is LB unless otherwise shown
See Std P-00.60 for Text Layout
5
9
10 21 23 15 2 7.5 LB
of the text placed for that item
ADOT Standard Line Terminator; typical. LV/CO shall match the LV/CO
See Stds P-00.60 & P-00.61 for Dimension & Leader Line Layout
Line spacing between notes shall be 17.5 units
For project related sheets, see Standards P-02.31, P-07.30, P-08.30, P-12.20, & P-13.20
23 7.511 18 17.5 4 CB
3
Sheet 1 of 2
SAMPLE DESIGN SHEET
FOR AN URBANIZED AREA
the text placed for that item
Dimension, Extension or Leader Line LV/CO shall match the LV/CO of
Reference No. LV/CO= FT= TX= WT= LS= TJ=
GRAPHIC PARAMETERS
Reference No. LV/CO= WT= LC=
Reference No.
USER NOTES
CADD TEXT PARAMETERS
Comments
Comments
Comments
- Text Reference Callout
- Graphic Reference Callout
- User Note Reference Callout
LV - LEVEL
CO - COLOR
FT - FONT
TX - TEXT SIZE
WT - LINE WEIGHT
LS - LINE SPACING
TJ - TEXT JUSTIFICATION
Abbreviations:
using ADOT's Standard Working Units
Units of Measure for 'TX=' and 'LS=' are expressed in feet, (scale - 1"=100')
NO.
1 2
REV.STATE OF ARIZONA
DEPARTMENT OF TRANSPORTATION
APPROVED FOR
DISTRIBUTION
DRAWING NO.
ROADWAY DESIGN SECTION
DRAFTING GUIDES
NO.
3 4
DES
CRIP
TIO
N
OF
RE
VISIO
ND
ES
CRIP
TIO
N
OF
RE
VISIO
N
5
3
4
2 3
DESIGN SHEET
INDEX OF SHEETS
Sheet TypeSheet No.
1
1A-1C
2-3
4-5
6
7-21
22-37
38-56
57-59
60-66
67-79
Face Sheet
ADOT Standard Drawings
Design Sheets
New Pipe Summary Sheets
PSWP Summary Sheet
Detail Sheets
Plan & Profile Sheets
Storm Drain Plan & Profile Sheets
PSWP Profile Sheets
Driveway Profile Sheets
Traffic Sheets
1089+ 58.35 Ahd to 1124+ 00.00 = 3,441.65'Sta
LENGTH OF PROJECT
1079+ 00.00 to 1089+ 59.40 Bk= 1,059.40'Sta
Gross & Net Length = 4,501.05'
Mile Post 19.70 to 20.55
1
4
1
5
5
7 8
3
7
3
3
8
9
3
3
7
7
ST
D P-02.3
0
4
6
1
1
3
0.85 Mile-
10
DESIGN DATA
The project roadway shall be striped by the
contractor in accordance with the current edition
of the Signing and Marking Standard Drawings
(M&S-Series) and the pavement marking plans.
State Plane Coordinates
Western Zone
Y=610,000
X=220,000
MIDPOINT OF PROJECT
TYPICAL SECTION
New
R/
W
Survey &
Construction
\
New
R/
W
Existing Roadway Varies
Sawcut Line Sawcut Line
Pvmt Str
Sct No. 1
Pvmt Str
Sct No. 2
31' 31'
19' 19'2' 7' 7' 5'
6:10.020$ 0.020$
Exst Profile Grade
Varies 39'-48'Varies 39'-45'
54' Roadway
Sta 1079+00.00 to 1086+00.00
REFERENCES
BP-063-1-503
S-53(1)
3
3
3
2
ADOT R/W Plans Section forces.
R/W markers will be furnished and placed by
Right-of-Way project No. BP-063-1-611.
For R/W information not shown, see
Blue Stake laws and Section 107.15 of the Specifications.
survey methods. The contractor shall comply with all current
utility is shown, the location has been verified by field
both the horizontal and vertical location of an existing
utility is shown, the location is approximate. Where
Where only the horizontal location of an existing
GENERAL NOTES
The roadway plans have been designed utilizing
and current revisions. Refer to the 1A sheet for a
listing of current revision dates.
the 2012 Construction Standard Drawings (C-Series)
and shall be placed by the contractor: Std C-21.20.
Bench markers will be furnished by the State
The average project elevation is 4,750'.
Design Speed = 50 MPH
2020 AADT = 30,000
2010 AADT = 19,900
1
2
4
3
1
1
2
43
2
31
11
4
Survey &
\
TYPICAL SECTION
New 5' Conc Sidewalk (Typ)
Std C-05.20
New
R/
W
New Conc Curb & Gutter
Type D, h=6" (Typ)
Std C-05.10
New
R/
WNew
R/
W
Roadway
Lt Gutter
Control Grade
Rt Gutter
Control Grade
0.010$0.020$0.010$
Profile Grade
14' 12' 12' 12' 14'
48'
1'1'
64' Roadway
Varies, 40'-50'
Pvmt Str
Sct No. 3
0.010$
2'6'
Slope Varies, Hold 1'
Inside R/W
6:1 Slope or Hold 1'
Inside R/W
Sta 1089+02.07 to 1124+00.00
Rt Sta 1091+50.00 to 1093+00.00
2
Cst
Dtl F
Barrier
Std C-02.20 Slopes (Typ)
DESIGN
DRAWN
DATE
CHECKED
NAME
TEAM LEADER
ROUTE LOCATION
TRACS NO. OF
SHEET OF
ARIZONA DEPARTMENT OF TRANSPORTATION
ROADWAY DESIGN SECTIONINTERMODAL TRANSPORTATION DIVISION
STATEF.H.W.A.
REGION
ARIZ.
PROJECT NO.SHEET
NO.
TOTAL
SHEETSAS BUILT
9
RT CO MP
PROJECT LOCATION SR 00
H0000 01C PROJECT NUMBER
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
2 2
PROJ. NUMBER
the text placed for that item
ADOT Standard Line Terminator; typical. LV/CO shall match the LV/CO of
See Std P-00.61 for Leader Line Layout
7 39 CB
NOTE: For project related sheets, see Standards P-02.51, P-02.53, & P-04.10
P-02.52URBAN FREEWAY ROADWAY
1
2
3
4
5
6
30
21
54
25
45
39
23
23
23
23
23
1
17.5
17.5
17.5
17.5
17.5
22
4
4
4
4
4
6
8.75
8.75
8.75
8.75
8.75
11
RT
CB TJ is CB unless otherwise shown
CB
LB
CB
LB
1
2
3
4
5
6
20
59
- - -
44
38
3
3
3
1
1
0
0
0
0
5
2
1
Show roadway cross slope in feet per foot to 3 decimal places
SAMPLE TYPICAL SECTIONS FOR
23 17.5 4 8.75
TJ is RT unless otherwise shown
7 30 4 -
8 43 LB23 17.5 4 8.75
8 42 3 0
9 48 3 0
Sheet 1 of 2
the text placed for that item
Dimension, Extension or Leader Line LV/CO shall match the LV/CO of
Reference No. LV/CO= FT= TX= WT= LS= TJ=
GRAPHIC PARAMETERS
Reference No. LV/CO= WT= LC=
Reference No.
USER NOTES
CADD TEXT PARAMETERS
Comments
Comments
Comments
- Text Reference Callout
- Graphic Reference Callout
- User Note Reference Callout
LV - LEVEL
CO - COLOR
FT - FONT
TX - TEXT SIZE
WT - LINE WEIGHT
LS - LINE SPACING
TJ - TEXT JUSTIFICATION
Abbreviations:
using ADOT's Standard Working Units
Units of Measure for 'TX=' and 'LS=' are expressed in feet, (scale - 1"=100')
NO.
1 2
REV.STATE OF ARIZONA
DEPARTMENT OF TRANSPORTATION
APPROVED FOR
DISTRIBUTION
DRAWING NO.
ROADWAY DESIGN SECTION
DRAFTING GUIDES
NO.
3 4
DES
CRIP
TIO
N
OF
RE
VISIO
ND
ES
CRIP
TIO
N
OF
RE
VISIO
N
10' See Ramp
Typical Section
10' Varies
Varies
Varies
12'
Shldr
Varies
Lane
12'
Lane
12'
Lane
12'
Shldr
37'
25'
12'
Shldr
12'
Lane
12'
Lane
12'
Lane
10'
Shldr
10' Varies
Varies 97'-109'
Varies 83'-97'
Varies
Varies
37'
10'
See Ramp 10'
12'
Min
4'4'
10'
See Ramp
Typical Section
10' Varies
Varies
2' Shldr
10' Varies Varies12'
Lane
12'
Lane
Varies
24'-15.5'
Varies
Ramp Lane
10'
See Ramp
Typical Section
10' Varies
10'
10'
Shldr
12'
Lane
12'
Lane
10'
8'Shldr 12'
Ramp
Varies
32'-20.5'
12'
Lane
12'
Lane
12'
12'
12'
Varies
Lane
12'
Shldr
10'
12'
Min
12'
Min
Typical Section
ST
D P-02.5
2
2 2
0.020$ 0.020$
TYPICAL MAINLINE SECTION
20:120:1
303L
Cst \
10:1
10:1 10:1
1
11
1
4:1
4:1
4:1
Sta 586+11.88 to 610+82.82
SB Sta 586+10.90 to 607+27.51
(Bridge Exception SB Sta 596+25.73 to 599+76.65)
1
1
4:1
1
1
SB Sta 607+27.51 to 608+94.80
NB Sta 586+11.88 to 587+72.49
12'-24'
4:1
4:1
SB Sta 608+94.80 to 610+82.82
11
4:1
Perpendicular to Ramp \
24'-21.8'
NB Sta 609+43.01 to 610+56.26
Lane
50:1
50:1
50:1
NB Sta 587+72.49 to 609+43.01
(Bridge Exception NB Sta 596+25.73 to 599+76.65)
12'-24'
50:1
50:1
50:1
3:1
SB PGL
Pavement Structural
Section No. 2
NB PGL
Pavement Structural
Section No. 1Pavement Structural
Section No. 2
Pavement Structural
Section No. 1 Pavement StructuralSection No. 3
Pavement StructuralSection No. 3 or 4
Pavement StructuralSection No. 3 or 4
Pavement StructuralSection No. 3 or 4
42
D A
C
E F
B BA
C A
3
3D
AC
FE
A
3
A
2
4
4
2
A C
A
6
3
8
1
2
1
1 24" Thick Topsoil Plating
See Channel Infield Grading
See Finish Contour Plans for East Side Grading
See West Channel Plans
6
5
A
C
D
2
3
4
(See Corresponding Edge Treatment Detail, Sht X of X)
B
E
F
1
1DETAIL VIEWS1
1
Low Side, Fill Type C Curb
High Side, Median Shoulder Treatment
High Side, Fill/Cut Type C-1 or D-3 Curb
Low Side, Cut Type B or D Curb
Low Side Concrete Half Barrier
Low Side, Concrete Half Barrier W/Retaining Wall
DESIGN SHEET
New
R/
W
New
R/
W
New
R/
WNew
R/
W
New
R/
W
New
R/
W*Retaining Wall Limits See Plans
*Retaining Wall Limits See Plans
DESIGN
DRAWN
DATE
CHECKED
NAME
TEAM LEADER
ROUTE LOCATION
TRACS NO. OF
SHEET OF
ARIZONA DEPARTMENT OF TRANSPORTATION
ROADWAY DESIGN SECTIONINTERMODAL TRANSPORTATION DIVISION
STATEF.H.W.A.
REGION
ARIZ.
PROJECT NO.SHEET
NO.
TOTAL
SHEETSAS BUILT
9
RT CO MP
PROJECT LOCATION SR 00
H0000 01C PROJECT NUMBER
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
PROJ. NUMBER
P-02.53URBAN FREEWAY ROADWAY
1
2
3
4
5
6
21
25
54
45
23
23
23
23
1 22 6 11 CB
17.5
17.5
17.5
17.5 4
4
4
4
4 8.75
8.75
8.75
8.75
CB
TJ is LB unless otherwise shown
LB
LB
1
2
1
2
3
4
5
6
1 0
0
0
0
0
- - -
20 3
3
3
342
48
7 59 1 5
Show roadway cross slope in feet per foot to 3 decimal places
SAMPLE DESIGN SHEET FOR
39
the text placed for that item
ADOT Standard Line Terminator; typical. LV/CO shall match the LV/CO of
--
See Stds P-00.60 & P-00.61 for Dimension & Leader Line Layout
TJ is CB unless otherwise shown
23 17.5 4 8.75 LB437
44
Sheet 1 of 2
NOTE: For project related sheets, see Standards P-02.51, P-02.52 & P-04.10
the text placed for that item
Dimension, Extension or Leader Line LV/CO shall match the LV/CO of
38 1 15 7.5 CB
8 54 23 17.5 4 8.75 CB
Reference No. LV/CO= FT= TX= WT= LS= TJ=
GRAPHIC PARAMETERS
Reference No. LV/CO= WT= LC=
Reference No.
USER NOTES
CADD TEXT PARAMETERS
Comments
Comments
Comments
- Text Reference Callout
- Graphic Reference Callout
- User Note Reference Callout
LV - LEVEL
CO - COLOR
FT - FONT
TX - TEXT SIZE
WT - LINE WEIGHT
LS - LINE SPACING
TJ - TEXT JUSTIFICATION
Abbreviations:
using ADOT's Standard Working Units
Units of Measure for 'TX=' and 'LS=' are expressed in feet, (scale - 1"=100')
NO.
1 2
REV.STATE OF ARIZONA
DEPARTMENT OF TRANSPORTATION
APPROVED FOR
DISTRIBUTION
DRAWING NO.
ROADWAY DESIGN SECTION
DRAFTING GUIDES
NO.
3 4
DES
CRIP
TIO
N
OF
RE
VISIO
ND
ES
CRIP
TIO
N
OF
RE
VISIO
N
10'
14'
10'
10'
14'
10'
12'
Min
10'
14' 16'
10'
12'
Min
10' 16'
26'
10'
ST
D P-02.5
3
0.020$
0.020$0.020$
0.020$
1
1
Cst \
Ramp A
Bethany Home Rd
TYPICAL SECTION
1
TYPICAL SECTION
Cst \
Ramp A
Bethany Home Rd
4:1
4:1
10:110:1
1
1
4:1
1
1
4:1
4:1
50:1
TYPICAL SECTION
TYPICAL SECTION
Cst \
Ramp B
Bethany Home Rd
Cst \
Ramp B
Bethany Home Rd
1 24" Thick Topsoil Plating
See Channel Infield Grading
See Finish Contour Plans for East Side Grading
Sta 14+62.20 to 20+80.00
Ramp A
Bethany Home Rd
8'-26', Sta 20+00.00 to 23+17.62
8', Sta 15+73.99 to 20+00.00
at Sta 20+00.00
* End AR-ACFC Application
Sta 15+73.99 to 23+17.62
Ramp B
Bethany Home Rd
Sta 20+80.00 to 27+04.46
Ramp A
Bethany Home Rd
Sta 23+17.62 to 28+47.44
Ramp B
Bethany Home Rd
1
Varies
See West Channel Plans
50:1
PGL
Section No. 3Pavement Structural
Section No. 3 or 4*Pavement Structural
PGL
Section No. 3Pavement Structural
Section No. 4Pavement Structural
PGL
2
1
6
6
5
5
1
3
3
8
3
2
1
1
2
2
4 2
1
2
3
8
11
6
PGL
1
A
C
D
G
2
3
4
2
4
CA
3
CA
3
D A
G
GA
2
4
Low Side, Fill Type C Curb *
High Side, Fill/Cut Type C-1 or D-3 Curb *
Low Side, Cut Type B or D Curb *
High Side, Concrete Half Barrier *
(See Corresponding Edge Treatment Detail, Sht X of X)
DETAIL VIEWS
DESIGN SHEET
50:1
14'-16', Sta 19+60.00 to 20+80.00
14', Sta 14+62.20 to 19+60.00
DESIGN
DRAWN
DATE
CHECKED
NAME
TEAM LEADER
ROUTE LOCATION
TRACS NO. OF
SHEET OF
ARIZONA DEPARTMENT OF TRANSPORTATION
ROADWAY DESIGN SECTIONINTERMODAL TRANSPORTATION DIVISION
STATEF.H.W.A.
REGION
ARIZ.
PROJECT NO.SHEET
NO.
TOTAL
SHEETSAS BUILT
9
RT CO MP
PROJECT LOCATION SR 00
H0000 01C PROJECT NUMBER
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
2 2
PROJ. NUMBER
URBAN FREEWAY ROADWAY
1
2
3
21
25
54
23
23
1 22 6 11 CB
17.5
17.5 4
4 8.75
8.75 CB
TJ is LB unless otherwise shown
1
1
2
3
4
1 0
0
0
- - -
20 3
3
SAMPLE DESIGN SHEET FOR
the text placed for that item
ADOT Standard Line Terminator; typical. LV/CO shall match the LV/CO of
--
See Stds P-00.60 & P-00.61 for Dimension & Leader Line Layout
TJ is CB unless otherwise shown
44
Sheet 1 of 2
NOTE: For project related sheets, see Standards P-02.51, P-02.52 & P-04.10
the text placed for that item
Dimension, Extension or Leader Line LV/CO shall match the LV/CO of
P-02.54
Reference No. LV/CO= FT= TX= WT= LS= TJ=
GRAPHIC PARAMETERS
Reference No. LV/CO= WT= LC=
Reference No.
USER NOTES
CADD TEXT PARAMETERS
Comments
Comments
Comments
- Text Reference Callout
- Graphic Reference Callout
- User Note Reference Callout
LV - LEVEL
CO - COLOR
FT - FONT
TX - TEXT SIZE
WT - LINE WEIGHT
LS - LINE SPACING
TJ - TEXT JUSTIFICATION
Abbreviations:
using ADOT's Standard Working Units
Units of Measure for 'TX=' and 'LS=' are expressed in feet, (scale - 1"=100')
NO.
1 2
REV.STATE OF ARIZONA
DEPARTMENT OF TRANSPORTATION
APPROVED FOR
DISTRIBUTION
DRAWING NO.
ROADWAY DESIGN SECTION
DRAFTING GUIDES
NO.
3 4
DES
CRIP
TIO
N
OF
RE
VISIO
ND
ES
CRIP
TIO
N
OF
RE
VISIO
N
Roadway Width 10' 4' Roadway Width
3'
20' Rounding
Roadway Width 10'
2'
2' Roadway Width
Roadway Width 10'
Roadway Width 2'
2'
10' Roadway Width
2'
ST
D P-02.5
4
20:1
20:1
20:1
10:1
10:1
3:1
RAMPS
TYPE C-1 OR D-3 CURB
HIGH SIDE, FILL/CUT
VIEW C
MAINLINE/RAMPS
TYPE C CURB
LOW SIDE, FILL
VIEW A
MAINLINE
MEDIAN SHOULDER TREATMENT
HIGH SIDE
VIEW B
RAMPS
TYPE B OR D CURB
LOW SIDE, CUT
VIEW D
MAINLINE
CONCRETE HALF BARRIER
LOW SIDE
VIEW E
MAINLINE
CONCRETE HALF BARRIER W/RETAINING WALL
LOW SIDE
VIEW F
RAMPS
CONCRETE HALF BARRIER
HIGH SIDE
VIEW G
10:1
AB (Class 6)
AB (Class 2)
AB (Class 2)
AB (Class 2)
AB (Class 2)
Embankment
Embankment
AB (Class 2)
AB (Class 2)
No Rounding
Embankment
AB (Class 2)
1
1
2
3
3
3
2
4
DESIGN SHEET
DESIGN
DRAWN
DATE
CHECKED
NAME
TEAM LEADER
ROUTE LOCATION
TRACS NO. OF
SHEET OF
ARIZONA DEPARTMENT OF TRANSPORTATION
ROADWAY DESIGN SECTIONINTERMODAL TRANSPORTATION DIVISION
STATEF.H.W.A.
REGION
ARIZ.
PROJECT NO.SHEET
NO.
TOTAL
SHEETSAS BUILT
9
RT CO MP
PROJECT LOCATION SR 00
H0000 01C PROJECT NUMBER
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
2 2
PROJ. NUMBER
Sheet 1 of 2
NOTE : For project related sheets, see Standards P-07.20, P-07.21 & P-08.20
55 23 17.5 4 8.75 LB
55 23 17.5 6 8.75 LB
21 23 17.5 4 CB8.75
55
54
1 17.5 4 CB
1 22 6 CB
1
1 2
0
- - -
20
25 23 17.5 8.75 LB
4
3
2
1
6
5
4
3
2
1
1
2
1
55 23 17.5 4 12.5 CB7
11
12.5
559
TJ is CB unless otherwise shown
See Std P-00.60 for Data Table Layout & Construction
Line spacing between notes shall be 17.5 units
of the text placed for that item
ADOT Standard Line Terminator; typical. LV/CO shall match the LV/CO
4
See Stds P-00.60 & P-00.61 for Dimension & Leader Line Layout
the text placed for that item
Dimension, Extension or Leader Line LV/CO shall match the LV/CO of
P-02.60SAMPLE DESIGN SHEET FOR
RURAL DIVIDED PAVEMENT PRESERVATION
Reference No. LV/CO= FT= TX= WT= LS= TJ=
GRAPHIC PARAMETERS
Reference No. LV/CO= WT= LC=
Reference No.
USER NOTES
CADD TEXT PARAMETERS
Comments
Comments
Comments
- Text Reference Callout
- Graphic Reference Callout
- User Note Reference Callout
LV - LEVEL
CO - COLOR
FT - FONT
TX - TEXT SIZE
WT - LINE WEIGHT
LS - LINE SPACING
TJ - TEXT JUSTIFICATION
Abbreviations:
using ADOT's Standard Working Units
Units of Measure for 'TX=' and 'LS=' are expressed in feet, (scale - 1"=100')
NO.
1 2
REV.STATE OF ARIZONA
DEPARTMENT OF TRANSPORTATION
APPROVED FOR
DISTRIBUTION
DRAWING NO.
ROADWAY DESIGN SECTION
DRAFTING GUIDES
NO.
3 4
DES
CRIP
TIO
N
OF
RE
VISIO
ND
ES
CRIP
TIO
N
OF
RE
VISIO
N
DESIGN SHEET
INDEX OF SHEETS
Sheet Type
Face Sheet
ADOT Standard Drawings
Design Sheets
Barrier Summary Sheets
Detail Sheets
Plan Sheets
Sheet No.
26-45
46-54
55-76
Roadside Sheets
Pavement Marking Sheets
Traffic Control Sheets
REFERENCES
GENERAL NOTES
I-40 WESTBOUND
LENGTH OF PROJECT
I-40 EASTBOUND
Match Exist
See Plan Sheets for Detail.
Varies Varies Varies
Existing
R/
W
Existing
R/
W
Match Exist
Sct No. 4*
Pvmt Str
15,700
LocationAADT
Year 2015
17,800
16,800 19,000
17,500 19,700
18,800 21,200
Speed
Design
75 MPH
75 MPH
75 MPH
75 MPH
DESIGN DATA
2-6
1A-1C
1
16,500 18,600 75 MPH
MP 245.41 - MP 252.13
MP 252.13 - MP 253.63
MP 253.63 - MP 255.75
MP 255.75 - MP 257.70
MP 257.70 - MP 264.77
AADT
Year 2025State Plane Coordinates
EASTERN Zone
Y =1,467,000
X =345,000
MIDPOINT OF PROJECT
Sct No. 1
Pvmt Str
Sct No. 2
Pvmt Str
Sct No. 1
Pvmt Str
Sct No. 3
Pvmt Str
Sct No. 2
Pvmt Str
Sct No. 4*
Pvmt Str
Sct No. 3
Pvmt Str
22.0' 16.0'
12.5' 12.5'9.5' 3.5'
22.0'16.0'
12.5'12.5' 9.5'3.5'
TYPICAL SECTION
I-40 MAINLINE
Sta 3044 55.19 to 3047 55.85 = 300.66' Paving Exception
Sta 3070 28.95 to 3072 72.08 = 243.13' Paving Exception
Sta 3102 96.05 to 3105 46.77 = 250.72' Paving Exception
Sta 2960 49.26 to 3044 55.19 = 8,405.93'
Sta 3047 55.85 to 3070 28.95 = 2,273.10'
Sta 2959 85.46 to 2960 49.26 = 63.80' Paving Exception
Sta 3072 72.08 to 3102 96.05 = 3,023.97'
Sta 3105 46.77 to 3165 32.91 = 5,986.14'
Sta 3165 32.91 to 3175 66.97 = 1,034.06' Paving Exception
Sta 2960 01.42 to 2960 65.18 = 63.76' Paving Exception
Sta 3044 50.00 to 3047 64.77 = 314.77' Paving Exception
Sta 3068 92.93 to 3071 35.57 = 242.64' Paving Exception
Sta 3102 84.62 to 3105 34.84 = 250.22' Paving Exception
Sta 3165 74.73 to 3176 08.60 = 1,033.87' Paving Exception
Sta 2960 65.18 to 3044 50.00 = 8,384.82'
Sta 3047 64.77 to 3068 92.93 = 2,128.16'
Sta 3071 35.57 to 3102 84.62 = 3,149.05'
Sta 3105 34.84 to 3165 74.73 = 6,039.89'
Sta 2960 49.26 to 2962 48.63 = 199.37'
Sta 2927 87.87 to 2959 85.46 = 3,197.59'
Sta 3015 41.38 to 3044 55.19 = 2,913.81'
Sta 3121 91.42 to 3165 32.91 = 4,341.49'
Sta 2900 89.18 to 2923 00.61 = 2,211.43'
Sta 3047 55.85 to 3070 28.95 = 2,273.10'
Sta 3072 72.08 to 3078 96.68 = 624.60'
Sta 3091 09.24 to 3102 96.05 = 1,186.81'
Sta 3175 66.97 to 3178 98.57 = 331.60'
Sta 3191 39.20 to 3221 94.23 = 3,055.03'
Sta 2898 52.30 to 2921 80.02 = 2,327.72'
Sta 2934 27.01 to 2960 01.42 = 2,574.41'
Sta 2960 65.18 to 2968 83.67 =
Sta 3021 13.02 to 3044 50.00 = 2,336.98'
Sta 3047 64.77 to 3068 92.93 = 2,128.16'
Sta 3071 35.57 to 3082 65.66 = 1,130.09'
Sta 3089 36.01 to 3102 84.62 = 1,348.61'
Sta 3105 34.84 to 3117 62.80 = 1,227.96'
Sta 3130 49.51 to 3165 74.73 = 3,525.22'
Sta 3176 08.60 to 3185 83.30 = 974.70'
Sta 3190 81.48 to 3223 47.53 = 3,266.05'
Type
C
Systems Approximate Location
Std T.S. 6-1 Type C = Traffic Counter
LOOP DETECTOR / CLASSIFIER SYSTEMS
Std T.S. 6-2 Type SA or SB = Speed and Vehicle Class
C
C
1
1
1
1 C
1 C
1 C
EB Sta 2949+05 / MP 252.82
WB Sta 2949+16 / MP 252.82
EB Sta 3049+99 / MP 254.73
WB Sta 3050+64 / MP 254.73
EB Sta 3148+63 / MP 256.60
WB Sta 3148+45 / MP 256.60
Sta 2815 83.47 to 2959 85.46 = 14,401.99' Sta 2816 22.85 to 2960 01.42 = 14,378.57'
Sta 2815 83.47 to 2888 60.27 = 7,276.80' Sta 2816 22.85 to 2895 02.22 = 7,879.37'
Sta 3235 93.42 to 3275 01.26 BK = 3,907.84'
Sta 3226 44.95 to 3274 75.63 BK = 4,830.68'
Sta 3175 66.97 to 3274 75.63 BK = 9,908.66' Sta 3176 08.60 to 3275 01.26 BK = 9,892.66'
Gross Length =
Net Length =
MP 250.24 to 259.00
45,892.16' = 8.69 Miles
43,999.79' = 8.33 Miles
45,878.41' = 8.69 Miles
43,973.15' = 8.33 Miles
Gross Length =
Net Length =
MP 250.24 to 259.00
Sta 3105 46.77 to 3108 14.62 = 267.85'
Sta 3108 14.42 to 3117 64.78 = 950.16'
*
*
*
*
*
*
*
*
*
* Pavement Structural Section No. 10 at these locations.
The roadway plans have been designed utilizing
the 2012 Construction Standard Drawings (C-Series)
and current revisions. Refer to the 1A sheet for a
listing of current revision dates.
The project roadway shall be striped by the
contractor in accordance with the current edition of
the Signing and Marking Standard Drawings
(M&S-Series) and the pavement marking plans.
Pavement lift thickness is nominal.
New Right of Way is not required.
For Right of Way not shown in the plans see:
9-T-182, 9-T-189, A-9-T-200, D-3-T-292,
D-3-T-567, D-9-T-237, D-9-T-323, D-9-T-241,
D-9-T-241, D-9-T-256, and D-9-T-273.
The pavement shoulders shall be treated with a
Where only the horizontal location of an existing
utility is shown, the location is approximate. Where
both the horizontal and vertical location of an
existing utility is shown, the location has been
verified by field survey methods. The contractor shall
comply with all current Blue Stake laws and Section
107.15 of the Specifications.
I-40-4(55)
I-40-4(60)
I-40-4(61)
I-40-4(62)
I-40-4(81)
I-008-4(3)
040-D(015)N
IM-40-4(139)
Mile Post Log
7-8
9-24
Survey Control Sheet25
77-80
4
5
1
4
1
7
5
4
1
6
1
1
1
2
3
1
1
2
4
4
2
2
2
3
3
6
2
4
ST
D P-02.6
0
818.49'
rumble strip. See Traffic sheets.
Survey No. LS 1205
The average project elevation is 4,878'.\
Survey
I-40 WB
\
Survey
I-40 EB
DESIGN
DRAWN
DATE
CHECKED
NAME
TEAM LEADER
ROUTE LOCATION
TRACS NO. OF
SHEET OF
ARIZONA DEPARTMENT OF TRANSPORTATION
ROADWAY DESIGN SECTIONINTERMODAL TRANSPORTATION DIVISION
STATEF.H.W.A.
REGION
ARIZ.
PROJECT NO.SHEET
NO.
TOTAL
SHEETSAS BUILT
9
RT CO MP
PROJECT LOCATION SR 00
H0000 01C PROJECT NUMBER
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
2 2
PROJ. NUMBER
1
1
2
3
4
18 23 17.5 4 8.75 LB
18 23 15 2 7.5 LB
CB
CB221 6 11
18 23 17.5 8.75
54
1 1 0
See Std P-00.40 for Pavement Structural Section Layout & Construction
2 See Std P-00.61 for Leader Line Layout
SAMPLE PAVEMENT STRUCTURAL SECTIONS
NOTE: For project related sheets, see Standards P-02.52, P-02.53, & P-04.10
4
Sheet 1 of 2
the text placed for that item
Dimension, Extension or Leader Line LV/CO shall match the LV/CO of
P-02.61FOR PAVEMENT PRESERVATION
Reference No. LV/CO= FT= TX= WT= LS= TJ=
GRAPHIC PARAMETERS
Reference No. LV/CO= WT= LC=
Reference No.
USER NOTES
CADD TEXT PARAMETERS
Comments
Comments
Comments
- Text Reference Callout
- Graphic Reference Callout
- User Note Reference Callout
LV - LEVEL
CO - COLOR
FT - FONT
TX - TEXT SIZE
WT - LINE WEIGHT
LS - LINE SPACING
TJ - TEXT JUSTIFICATION
Abbreviations:
using ADOT's Standard Working Units
Units of Measure for 'TX=' and 'LS=' are expressed in feet, (scale - 1"=100')
NO.
1 2
REV.STATE OF ARIZONA
DEPARTMENT OF TRANSPORTATION
APPROVED FOR
DISTRIBUTION
DRAWING NO.
ROADWAY DESIGN SECTION
DRAFTING GUIDES
NO.
3 4
DES
CRIP
TIO
N
OF
RE
VISIO
ND
ES
CRIP
TIO
N
OF
RE
VISIO
N
PAVEMENT STRUCTURAL SECTIONS
11
2
3
4
1
4
1
2
Tack Coat
SECTION NO. 1
Mill 5"
Existing AC
SECTION NO. 3SECTION NO. 2
Surface
Existing Pvmt
Existing AC
Mill 3!" Mill 3"
Mill 1"Mill 2"
Tack Coat
EP (Special Mix)
3" AC (ƒ")
Mill 3"
ERA - 254" Milled AC
SECTION NO. 8
12" AB (Class 3)
3" AC (ƒ")
SECTION NO. 9
Mill 2"
SECTION NO. 4
SECTION NO. 5 SECTION NO. 6 SECTION NO. 7
SECTION NO. 10 SECTION NO. 11
(Misc Structural)
4" AC
4" AB (Class 3)
Surface
Existing Pvmt
SECTION NO. 12
Mill 3!"
Total Thickness = 3!"
SR 87 Paving
EP (Special Mix)
3!" AC (ƒ")
1
1
2
2
1 1
2
2
2
1
1
1
ST
D P-02.6
1
Surface
Existing Pvmt
with PG 70-22 TR+)
!" ACFC (Special
with PG 70-22 TR+)
!" ACFC (Special
Tack Coat
Existing AC
EP (Special Mix)
3" AC (ƒ")
with PG 70-22 TR+)
!" ACFC (Special
Tack CoatExisting AC
EP (Special Mix)
2" AC (ƒ")
with PG 70-22 TR+)
!" ACFC (Special
Surface
Existing Pvmt
Existing AC
EP (Special Mix)
2!" AC (ƒ")
with PG 70-22 TR+)
!" ACFC (Special
Existing AC
EP (Special Mix)
2" AC (ƒ")
Surface
Existing PvmtFog Coat
Existing PCCPTack Coat
Surface
Existing Pvmt
Tack Coat
with PG 70-22 TR+)
1" ACFC (Special
Fog Coat
Subgrade
Tack Coat
Existing AC
with PG 70-22 TR+)
!" ACFC (Special
Surface
Existing Pvmt
Tack Coat
Surface
Existing PvmtFog Coat
Existing ACExisting ACTack Coat
Tack Coat
Surface
Existing Pvmt
Fog Coat
Surface
Existing Pvmt
Surface
Existing PvmtEP (Special Mix)
2!" AC (ƒ")
EP (Special Mix)
2" AC (ƒ")
Total Thickness = 1"
Total Thickness = !"
DESIGN SHEET
Total Thickness = 5" Total Thickness = 3!" Total Thickness = 3!" Total Thickness = 2!"
Total Thickness = 8"Total Thickness = 2"Total Thickness = 3"
Total Thickness = 18" Total Thickness = 8"
DESIGN
DRAWN
DATE
CHECKED
NAME
TEAM LEADER
ROUTE LOCATION
TRACS NO. OF
SHEET OF
ARIZONA DEPARTMENT OF TRANSPORTATION
ROADWAY DESIGN SECTIONINTERMODAL TRANSPORTATION DIVISION
STATEF.H.W.A.
REGION
ARIZ.
PROJECT NO.SHEET
NO.
TOTAL
SHEETSAS BUILT
9
RT CO MP
PROJECT LOCATION SR 00
H0000 01C PROJECT NUMBER
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
2 2
PROJ. NUMBER
1558 1 45 CT TJ is CT unless otherwise shown1 4
P-03.10
2
1 See Std P-00.70 for Title Block & Project Number Block Layout
SAMPLE BARRIER SUMMARY SHEET
Use supplied data field
Sheet 1 of 2
NOTE : For project related sheetS, see StandardS P-07.20, P-07.21 & P-08.20
3 Urban Barrier Summary Sheets shall be used on Urban Projects, example shown is for
Rural Projects
Reference No. LV/CO= FT= TX= WT= LS= TJ=
GRAPHIC PARAMETERS
Reference No. LV/CO= WT= LC=
Reference No.
USER NOTES
CADD TEXT PARAMETERS
Comments
Comments
Comments
- Text Reference Callout
- Graphic Reference Callout
- User Note Reference Callout
LV - LEVEL
CO - COLOR
FT - FONT
TX - TEXT SIZE
WT - LINE WEIGHT
LS - LINE SPACING
TJ - TEXT JUSTIFICATION
Abbreviations:
using ADOT's Standard Working Units
Units of Measure for 'TX=' and 'LS=' are expressed in feet, (scale - 1"=100')
NO.
1 2
REV.STATE OF ARIZONA
DEPARTMENT OF TRANSPORTATION
APPROVED FOR
DISTRIBUTION
DRAWING NO.
ROADWAY DESIGN SECTION
DRAFTING GUIDES
NO.
3 4
DES
CRIP
TIO
N
OF
RE
VISIO
ND
ES
CRIP
TIO
N
OF
RE
VISIO
N
1
3
ST
D P-03.1
0
ONE-WAY ROADWAY TWO-WAY ROADWAY WITH STRUCTURE
TRANSITIONLOCATION
REMARKS
NEW GUARDRAIL
C-10.0
7 Bolted
Anchor (E
ach)
Begin End
Begin End
Begin End
End
End = Treat
ment at End
Direction of
Stationing
Direction of
Stationing
END TREATMENT
Pla
n Reference
Nu
mber
Type "A
" C-10.0
1, Type "B
" C-10.0
2Length (Lin
ear Feet) (0.0)
C-10.0
6
Nested
W-Bea
m
Begin = Treat
ment at Begin
nin
g
Length (Lin
ear Feet) (0.0)
Length (Lin
ear Feet) (0.0)
Length (Lin
ear Feet) (0.0)
C-10.4
0 (3
2"
Media
n)
C-10.4
1 (4
2"
Media
n)
C-10.5
0 (3
2"
Half)
C-10.5
4 (3
2"
Half at Piers)
Shop Curved
Guardrail
Length (Lin
ear Feet) (0.0)
Length (Lin
ear Feet) (0.0)
Re
move Existin
g
CONCRETE BARRIER
C-10.3
0 Thrie Bea
mC-10.7
4 42" to 32"
BARRIER
RAIL
Each Each
Reconstruct Rub Rail
C-10.7
0 32" or C-10.7
2 42"
CABLE
Re
move and Salv
age
Construct fro
m Salv
age
Re
move
EachAction
BC
T (L
=12.5')
Re
move
Construct fro
m Salv
age
Re
move and Salv
age
Reconstruct-
Ne
w Post,
Blo
ck
C-10.0
3 (Tim
ber)
C-10.0
4 (Steel)
Hig
h-Tensio
n Cable Barrier
Length (Lin
ear Feet) (0)
Hig
h-Tensio
n Cable Ter
min
al
Begin End Begin
End Begin
Reconstruct (S
ee Special
Prv)
Begin Statio
n (A
pproxim
ate) (0)
Each
Hig
h-Tensio
n Cable Ter
min
al
NEW EXISTING
EXISTING GUARDRAIL
Reconstruct-Exst Post,
Blo
ck
Length (Lin
ear Feet) (0.0)
Length (Lin
ear Feet) (0.0)
Length (Lin
ear Feet) (0.0)
Length (Lin
ear Feet) (0.0)
Length (Lin
ear Feet) (0.0)
BARRIERCONC
C-12.3
0 Chain-Lin
k Cable Barrier
Direction of
Stationing
Begin Sta=LON Point End Sta=LON Point
Begin Sta=LON Point End Sta=LON Point
HIGH TENSION MEDIAN CABLE BARRIER
DIVIDED ROADWAY WITH
Sheet Total
Begin
End
Begin
End
Begin
End
Begin
End
Begin
End
Begin
End
Begin
End
Begin
End
Begin
End
Begin
End
Begin
End
Begin
End
Begin
End
C-10.5
5 (4
2"
Half at Piers)
ALLOWABLE END TREATMENT OPTIONS ARE INDICATED WITH THE NUMBER '1'
ARRAY TYPE AND ANGLE IS NOTED UNDER 'REMARKS'
BEGIN STATION AFTER BRIDGE TRANSITION
LENGTH IS FROM LENGTH OF NEED (LON) POINT TO LON
POINT. ACTUAL SEGMENT LENGTH VARIES DEPENDING
ON TERMINAL TYPE. SEE SPECIAL PROVISIONS.
THE ZEROS IN PARENTHESES (0.0) INDICATE THE
DIMENSIONAL PRECISION FOR THAT COLUMN
SEE BRIDGE SHEETS FOR BRIDGE BARRIER DETAILS AND QUANTITIES
END STATION BEFORE BRIDGE TRANSITION
C-10.06 (25.0' or 37.5')
FIELD. THE PAY QUANTITY IS THE LENGTH INSTALLED PER STD.
DETERMINATION OF TYPE (1, 2 or 3) TO USE IS MADE IN THE
THE LENGTH OF NESTED W-BEAM IS FOR TYPES 2 OR 3 (37.5').
IN THE SPACE. BLANK SPACES ARE NOT VIABLE ALTERNATIVES
BARRIER SUMMARY SHEET
395+55 Lt 1 B X 912.5 12.5
2 B X 462.5 12.5
3 B X 2512.5 12.5 25.0
1 X 1
1 1
1 X 1
399+30 Rt
407+10 Rt
Flared
FOR AS-BUILT PREPARATION - CIRCLE END TREATMENT INSTALLED
Tangent
Details F and
G
Flared
Details and
End
Anchor C-10.0
8 or
Detail
Sand Barrels C-1
or
Detail
End
Anchor C-10.0
8 or
Detail
Sand Barrels C-1
or
Detail
Attenuator
Detail
Attenuator
Detail
Detail
Detail
Detail
1
2
3
Tangent S
KT-350
1 23 12.5 33,887.5 50.0
X
DESIGN
DRAWN
DATE
CHECKED
NAME
TEAM LEADER
ROUTE LOCATION
TRACS NO. OF
SHEET OF
ARIZONA DEPARTMENT OF TRANSPORTATION
ROADWAY DESIGN SECTIONINTERMODAL TRANSPORTATION DIVISION
STATEF.H.W.A.
REGION
ARIZ.
PROJECT NO.SHEET
NO.
TOTAL
SHEETSAS BUILT
9
RT CO MP
PROJECT LOCATION SR 00
H0000 01C PROJECT NUMBER
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
2 2
PROJ. NUMBER
1 15
P-03.20
1
SAMPLE NEW PIPE SUMMARY SHEET
4 - - Use text data fields supplied with summary sheet18/39
Sheet 1 of 2
NOTE : For project related sheet, see Standard P-03.25
Reference No. LV/CO= FT= TX= WT= LS= TJ=
GRAPHIC PARAMETERS
Reference No. LV/CO= WT= LC=
Reference No.
USER NOTES
CADD TEXT PARAMETERS
Comments
Comments
Comments
- Text Reference Callout
- Graphic Reference Callout
- User Note Reference Callout
LV - LEVEL
CO - COLOR
FT - FONT
TX - TEXT SIZE
WT - LINE WEIGHT
LS - LINE SPACING
TJ - TEXT JUSTIFICATION
Abbreviations:
using ADOT's Standard Working Units
Units of Measure for 'TX=' and 'LS=' are expressed in feet, (scale - 1"=100')
NO.
1 2
REV.STATE OF ARIZONA
DEPARTMENT OF TRANSPORTATION
APPROVED FOR
DISTRIBUTION
DRAWING NO.
ROADWAY DESIGN SECTION
DRAFTING GUIDES
NO.
3 4
DES
CRIP
TIO
N
OF
RE
VISIO
ND
ES
CRIP
TIO
N
OF
RE
VISIO
N
1
ST
D P-03.2
0
NEW PIPE SUMMARY SHEET
1
NEW PIPE SUMMARY SHEET
RE
V.
DA
TE:
05/10/2014
DESCRIPTION
Each
Locatio
n
Corrugated
Depth
Sheet Total
Siz
e,
Siz
e,
Smooth
Degree
Corrugatio
nZin
c
Alu
min
um
Corrugatio
nUncoated
Class -
Non-Trench
Class - Trench
Class
AAS
HT
O
M-294 Type C
AAS
HT
O
M-294 Type S
or
S-Sin
gle /
D-
Double
Type
REMARKS
QUANTITIESEND TREATMENT
Cubic YardCoating
CSP CAP RCP
Catch Basin, Manhole,
Headwall & Junction Structure
Grate
L (0.0)
H (0.0)
L
Win
g (0.0)
Siz
e, (In)
Manhole
Ea
N
R
C
P
NRCIPCP
CHDPEPP
CSP
CAP
RCP
NRCP
NRCIPCP
CHDPEPP
-
-
-
-
-
-
CORRUGATED STEEL PIPE
CORRUGATED ALUMINUM PIPE
REINFORCED CONCRETE PIPE
NON-REINFORCED CONCRETE PIPE
NON-REINFORCED CAST-IN-PLACE CONCRETE PIPE
CORRUGATED HIGH-DENSITY POLYETHYLENE PLASTIC PIPE
1
7
3 5 8 11 15 20 25 30 40 55 70 90
FILL
RANGE NO.
FILL HEIGHT RANGE TABLE (Ft.)
HEIGHT (Ft.)
SHOULD FIELD CONDITIONS VARY FROM THE RANGE INDICATED, CONTACT DESIGN
FOR RE-EVALUATION OF PIPE DESIGN REQUIREMENTS.
1 3 5 8 11 15 20 25 30 40 55 70
1 2 3 4 5 6 8 9 10 11 12 A 2}x•
3x1B
C 9x2•
D 6x2
E
3x1
or
9x2•
PIPE CORRUGATION
In. In. Ft.
Length (0)
Ske
w (0)
In.
Wall Thic
kness (0.0
00)
In. In.
Ft.
Ft.
In. Ft.Controlling Fill
Heig
ht Range
Wall Thic
kness (0.0
00)
NEW PIPE SUMMARY SHEET
C-13.2
0
& C-13.2
5
Bit
umin
ous Coated
Bit
umin
ous Coated Zin
c
Bit
umin
ous Coated
Alu
min
um
Minim
um
Wall Thic
kness (0)
Detail
End
Sectio
n
Inlet
Depressio
n
C-15.7
0
Pip
e Excavatio
n (0)
Pip
e Backfill (0)
C-13.15
Drain
age Excavatio
n (0)
Detail
Standard
NOTE:
Ele
vatio
n (0.0
0)
L 18
" Slotted
Drain (0)
L 24" Slotted
Drain (0)
NOTE:
Pla
n Reference
Nu
mber
1458+50.00 1 0° 3 3 4
2 1462+00.00 1 0° 3 3 4
3 1472+25.00 1 25° 3 3 4
4 1479+12.00 1 0°
Statio
n
LENGTH SHOWN IS THE TOTAL OF ALL PIPES.
FOR LOCATIONS WITH MULTIPLE PIPES, THE
THE DIMENSIONAL PRECISION FOR THAT COLUMN.
THE ZEROS IN PARENTHESES (0, 0.0 & 0.000) INDICATESTANDARD DRAWINGS C-13.10 AND C-13.15.
FOR PIPE CULVERT PLACEMENT SEE
MEET MINIMUM SERVICE LIFE.
PIPE OPTIONS SELECTED ARE THOSE REQUIRED TO
ALLOWABLE ALTERNATES.
LETTER 'X' IN THE SPACE. BLANK SPACES ARE NOT
ALLOWABLE PIPE OPTIONS ARE INDICATED WITH THE
NOTE:
A .079 X SD 6.30
A X
Crossover EC-Emergency
12 588
CB
Ber
m E
mbank
ment (0)
Dik
e E
mbank
ment (0)
202
48"
352
352
388
170
A
A
.079
.079
.079
X
X
SD 6.30
SD 6.30
SD 6.30
277 151 1,134 63
346 151 1,134 41
312 167 1,022 62
410 119 3640
Detail D1
Detail D2
Detail D3
Detail D4, Detail E
1,345 3,510
28" X 20"
28" X 20"
28" X 20"
DESIGN
DRAWN
DATE
CHECKED
NAME
TEAM LEADER
ROUTE LOCATION
TRACS NO. OF
SHEET OF
ARIZONA DEPARTMENT OF TRANSPORTATION
ROADWAY DESIGN SECTIONINTERMODAL TRANSPORTATION DIVISION
STATEF.H.W.A.
REGION
ARIZ.
PROJECT NO.SHEET
NO.
TOTAL
SHEETSAS BUILT
9
RT CO MP
PROJECT LOCATION SR 00
H0000 01C PROJECT NUMBER
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
2 2
PROJ. NUMBER
P-03.25
1 1 15 4 - Use text data fields supplied with summary sheet-18/39
Sheet 1 of 2
NOTE : For project related sheet, see Standard P-03.20
REINFORCED CONCRETE BOX CULVERT SUMMARY SHEET
SAMPLE CORRUGATED STEEL PIPE EXTENSION &
Reference No. LV/CO= FT= TX= WT= LS= TJ=
GRAPHIC PARAMETERS
Reference No. LV/CO= WT= LC=
Reference No.
USER NOTES
CADD TEXT PARAMETERS
Comments
Comments
Comments
- Text Reference Callout
- Graphic Reference Callout
- User Note Reference Callout
LV - LEVEL
CO - COLOR
FT - FONT
TX - TEXT SIZE
WT - LINE WEIGHT
LS - LINE SPACING
TJ - TEXT JUSTIFICATION
Abbreviations:
using ADOT's Standard Working Units
Units of Measure for 'TX=' and 'LS=' are expressed in feet, (scale - 1"=100')
NO.
1 2
REV.STATE OF ARIZONA
DEPARTMENT OF TRANSPORTATION
APPROVED FOR
DISTRIBUTION
DRAWING NO.
ROADWAY DESIGN SECTION
DRAFTING GUIDES
NO.
3 4
DES
CRIP
TIO
N
OF
RE
VISIO
ND
ES
CRIP
TIO
N
OF
RE
VISIO
N
ST
D P-03.2
5
1
1
&
1
RCB CULVERT SUMMARY SHEET
Station:
1 2576 X 1 205.0 X X Left
Right
Existing:
X
13.0
Box Culvert Total
2720 7 40 1 130 140 35
Station:
Left
Right
Existing:
Box Culvert Total
Station:
Left
Right
Existing:
Box Culvert Total
2720 7 40 1 130 140 35 Sheet Total
Ne
w
Extend
Culv
ert Length (0.0)
Ske
w (D
egree) (0)
Locatio
nInlet
Win
gs
Outlet
Win
gs
APRONSWINGS
Scour/
Bank Protectio
n
Apron
Energy
Dissip
ators
END TREATMENT APPROXIMATE QUANTITIESLENGTH OF BARREL & BARREL EXTENSIONS
Structure Backfill (0)
Reinforcin
g Steel (0)
REMARKS
Pla
ce
Do
wels
Lbs
Pla
n Ref
No.
B
E
&
DESCRIPTION
Cubic Yards
III IV V IIIIV II IV
Linear Feet (0.0)
II III IV V V IV III II II
Construction \ Existing & Construction \
Barrel Length Barrel Length
Extension Length
I IILeft of \ Right of \
f'c
=3,0
00 PSI
1620+45.34
or
RE
V.
DA
TE:
05/10/2014
Structure
Nu
mber
Nu
mber of Barrels
Standard
Detail
or
Standard
Detail
or
Standard
Detail
or
Standard
Detail
Detail
Class S Concrete
Ber
m E
mbank
ment (0)
Dik
e E
mbank
ment (0)
Drain
age Excavatio
n (0)
MISCELLANEOUS
Structural
Excavatio
n (0)
Re
move Str Concrete (0)
Construction \ Looking Ahead
DRAWINGS SD 6.01 TO SD 6.11
BRIDGE GROUP STRUCTURE DETAIL
TOTALS SHOWN FOR THE BOX CULVERT INCLUDE THE
QUANTITIES FOR HEADWALLS, WINGS, APRONS, CURBS,
CUT-OFF WALLS AND LAPS AT CONSTRUCTION JOINTS.
STRUCTURE DETAIL DRAWING SD 6.01 (4 OF 5)
BACKFILL PLACEMENT AND MEASUREMENT, SEE
FOR STRUCTURAL EXCAVATION, STRUCTURE
NOTE:THE DIMENSIONAL PRECISION FOR THAT COLUMN
THE ZEROS IN PARENTHESES (0, 0.0 & 0.00) INDICATE
NOTE:
SEE DETAIL D11
SD 6.01-5
SD 6.08-1
SD 6.0
1-1, 6.0
1-2
Mis
c
Details
SD 6.0
1-3 Extensio
n
Details
Barrel
Span (0)
Barrel
Heig
ht (0)
6 7
7
3 5 8 11 15 20 25 30 40 55 70 90
FILL
RANGE NO.
FILL HEIGHT RANGE TABLE (Ft.)
HEIGHT (Ft.)
SHOULD FIELD CONDITIONS VARY FROM THE RANGE INDICATED, CONTACT DESIGN
FOR RE-EVALUATION OF PIPE DESIGN REQUIREMENTS.
1 3 5 8 11 15 20 25 30 40 55 70
1 2 3 4 5 6 8 9 10 11 12 A 2}x•
3x1B
C 9x2•
D 6x2
E
3x1
or
9x2•
PIPE CORRUGATION
NOTE:
CAP PIPE EXT SUMMARY SHEET
DESCRIPTION
Sheet Total
Statio
n
Degree
Corrugatio
n
Uncoated
or
Type
REMARKS
QUANTITIESEND TREATMENT
Cubic Yard
CAP
Catch Basin, Manhole,
Headwall & Junction Structure
Grate
1
2
4
2
36
30
Controlling Fill
Heig
ht Range
Siz
e
Length In Pla
ce (0.0)
Ske
w (0)
Re
move
& Salv
age
End Sectio
n
Re
move
Head
wall
Left (0.0)
Left (0)
Rig
ht (0)
Rig
ht (0.0)
End Sectio
n
Reset Salv
aged
Ne
w
S-Sin
gle /
D-
Double
Locatio
n
H (0.0)
L
Win
g (0.0)
Depth
L (0.0)
Each
C-13.25
Extend
EachInch Ft Ft Ft In
Ft
Ft
FtIn
236.5
246.0
9
2
0.079
121
126
5
190
190 131 121
CAP - CORRUGATED ALUMINUM PIPE
P
E
Siz
e, (In.)
Manhole
0
0
68 78
20 0.079
3
EB 1589+00.00
EB 1625+81.94
2
1
A
A
RE
V.
DA
TE:
05/10/2014
FOR PIPE CULVERT PLACEMENT SEE
STANDARD DRAWINGS C-13.10 AND C-13.15
Pla
n Reference
Nu
mber
Bit
umin
ous Coated
Detail
Standard
Detail
Inlet
Depressio
n
C-15.7
0
Pip
e Excavatio
n (0)
Pip
e Backfill (0)
C-13.15
Drain
age Excavatio
n (0)
Ber
m E
mbank
ment (0)
Dik
e E
mbank
ment (0)
Ele
vatio
n (0.0
0)
Remove
Existing
Pipe
Wall Thic
kness (0.0
00)
End
Section
L 18"
Slotted Drain (0)
L 24"
Slotted Drain (0)
NOTE:
THE ZEROS IN PARENTHESES (0, 0.0 & 0.000) INDICATE
THE DIMENSIONAL PRECISION FOR THAT COLUMN
SEE DETAIL D7, D8 & D9
SEE DETAIL D12
Ft Ft Ft Ea
LENGTH SHOWN IS THE TOTAL OF ALL PIPES.
FOR LOCATIONS WITH MULTIPLE PIPES, THE
DESIGN
DRAWN
DATE
CHECKED
NAME
TEAM LEADER
ROUTE LOCATION
TRACS NO. OF
SHEET OF
ARIZONA DEPARTMENT OF TRANSPORTATION
ROADWAY DESIGN SECTIONINTERMODAL TRANSPORTATION DIVISION
STATEF.H.W.A.
REGION
ARIZ.
PROJECT NO.SHEET
NO.
TOTAL
SHEETSAS BUILT
9
RT CO MP
PROJECT LOCATION SR 00
H0000 01C PROJECT NUMBER
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
2 2
PROJ. NUMBER
DETAIL SHEET
AND
TURNOUT TABLE
See Std P-00.60 for Data Table Layout1
P-04.00
1 See Std P-00.60 for Data Table Text
Sheet 1 of 2
Reference No. LV/CO= FT= TX= WT= LS= TJ=
GRAPHIC PARAMETERS
Reference No. LV/CO= WT= LC=
Reference No.
USER NOTES
CADD TEXT PARAMETERS
Comments
Comments
Comments
- Text Reference Callout
- Graphic Reference Callout
- User Note Reference Callout
LV - LEVEL
CO - COLOR
FT - FONT
TX - TEXT SIZE
WT - LINE WEIGHT
LS - LINE SPACING
TJ - TEXT JUSTIFICATION
Abbreviations:
using ADOT's Standard Working Units
Units of Measure for 'TX=' and 'LS=' are expressed in feet, (scale - 1"=100')
NO.
1 2
REV.STATE OF ARIZONA
DEPARTMENT OF TRANSPORTATION
APPROVED FOR
DISTRIBUTION
DRAWING NO.
ROADWAY DESIGN SECTION
DRAFTING GUIDES
NO.
3 4
DES
CRIP
TIO
N
OF
RE
VISIO
ND
ES
CRIP
TIO
N
OF
RE
VISIO
N
ST
D P-04.0
0
Highway Name \
Existing R/W
or R/W Fence
Existing Cattle Guard
R2
New EP
R1
B
A
TURNOUT DETAIL
Tack Coat
SECTION NO. 5
Surface
Existing Pvmt
Total Thickness = 3"
SECTION NO. 6
Total Thickness = 3"
Existing Subgrade
Grade and Compact
Turnout
Number
\
Station R1REMARKS
Paved or
UnpavedLt/Rt
A B R2
DIMENSIONS Pvmt Str
Sct No.
EXISTING TURNOUT TABLE
T1 1732+57 Rt Paved 30 25 30 30 5
T2 1858+23 Rt Paved 30 25 30 30 5 Ramsey Mine Rd
T3 1870+90 Lt Paved 35 32 35 35 5 Perry Rd
T4 1873+02 Lt Paved 30 25 30 30 5
T5 1874+61 Lt Paved 30 25 30 20 5
T6 1879+36 Rt Unpaved 24 35 35 6
T7 1879+89 Lt Unpaved 50 40 35 35 6
T8 1880+95 Lt Paved 30 25 30 30 5
T9 1880+95 Rt Unpaved 30 25 30 30 6
T10 1882+53 Lt Unpaved 75 24 40 40 6
T11 1883+06 Rt Unpaved 30 25 30 30 6
T12 1885+17 Lt Paved 30 25 30 20 5
T13 1889+92 Rt Unpaved 24 40 40 6
T14 1892+56 Lt Paved 50 25 30 30 5 Twin Buttes Rd
T15 1898+89 Rt Unpaved 30 25 30 30 6
T16 1902+06 Rt Paved 38 40 40 5
T17 1903+12 Rt Paved 30 25 30 30 5
T18 1904+36 Lt Unpaved 30 25 30 30 6 Black Rock RV Village
T19 1905+42 Lt Unpaved 30 25 30 30 6 Black Rock RV Village
T20 1906+47 Lt Unpaved 80 24 25 25 6 Black Rock RV Village
T21 1909+64 Lt Unpaved 38 30 30 6 Black Rock RV Village
T22 1976+70 Lt Paved 30 25 30 30 5 Flying Crown Ranch Rd
T23 2060+12 Lt Unpaved 25 30 30 6
T24 2062+76 Lt Paved 30 25 30 30 5
T25 2070+16 Lt Unpaved 30 25 30 30 6
T26 2093+39 Lt Unpaved 80 38 35 35 6
T27 2096+03 Rt Unpaved 30 25 30 30 6
T28 2098+67 Rt Unpaved 30 25 30 30 6
T29 2103+95 Lt Unpaved 30 25 30 30 6
T30 2109+75 Rt Unpaved 60 40 35 35 6
T31 2127+17 Lt Unpaved 30 25 30 30 6
T32 2129+29 Rt Unpaved 24 25 25 6
T33 2141+96 Rt Unpaved 30 25 30 30 6
T34 2148+30 Lt Unpaved 30 25 30 30 6
T35 2160+97 Lt Unpaved 30 25 30 30 6
T36 2167+31 Lt Unpaved 50 25 30 30 6
T37 2172+59 Lt Unpaved 30 32 30 30 6
T38 2181+56 Lt Unpaved 30 25 30 30 6
T39 2185+79 Rt Unpaved 50 25 30 30 6
T40 2187+37 Rt Unpaved 32 40 40 6
T41 2194+76 Rt Paved 30 25 30 30 5
T42 2195+29 Lt Paved 30 25 30 30 5
T43 2285+88 Rt Unpaved 30 25 30 30 6
T44 2288+52 Rt Unpaved 60 24 25 25 6
T45 2294+32 Rt Paved 30 25 30 30 5
Fog Coat3" AC (Misc Str)
Fog Coat3" AC (Misc Str)
1
1
1
Sheet 1 of 1
CDETAIL
TURNOUT TABLE AND DETAIL
100
100
100
100
100
100
100
DETAIL SHEET
Station
Turnout \
Skew 45 Deg. Type B Turnout
Skew 45 Deg. Type B Turnout
Unless otherwise noted, all turnouts are Type A.
NOTES:
See Std C-6.10 for additional information.
measured along the turnout centerline.For Type B turnouts, Dimension A is
DESIGN
DRAWN
DATE
CHECKED
NAME
TEAM LEADER
ROUTE LOCATION
TRACS NO. OF
SHEET OF
ARIZONA DEPARTMENT OF TRANSPORTATION
ROADWAY DESIGN SECTIONINTERMODAL TRANSPORTATION DIVISION
STATEF.H.W.A.
REGION
ARIZ.
PROJECT NO.SHEET
NO.
TOTAL
SHEETSAS BUILT
9
RT CO MP
PROJECT LOCATION SR 00
H0000 01C PROJECT NUMBER
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
2 2
PROJ. NUMBER
See Std P-00.60 for Data Table Layout1
1 See Std P-00.60 for Data Table Text
Sheet 1 of 2
2
3
4
4 8.75
CB
3
2
1 1 0of the text placed for that item
Dimension, Extension Line or Leader Line LV/CO shall match the LV/CO
LV/CO of the text placed for that item
ADOT Standard Line Terminator; typical. The LV/CO shall match the
Area Pattern: (Pat1) pattern angle = 45°; pattern delta= 7 working units59 2 1
- - -
- - - - - -
25 1 22 6 11 CB
21 23 17.5 LB
54 1 22 6 11
2 Use Section Cut Line Cell from the Roadway Cell Library
CROSSOVER DETAIL SHEET P-04.10
Reference No. LV/CO= FT= TX= WT= LS= TJ=
GRAPHIC PARAMETERS
Reference No. LV/CO= WT= LC=
Reference No.
USER NOTES
CADD TEXT PARAMETERS
Comments
Comments
Comments
- Text Reference Callout
- Graphic Reference Callout
- User Note Reference Callout
LV - LEVEL
CO - COLOR
FT - FONT
TX - TEXT SIZE
WT - LINE WEIGHT
LS - LINE SPACING
TJ - TEXT JUSTIFICATION
Abbreviations:
using ADOT's Standard Working Units
Units of Measure for 'TX=' and 'LS=' are expressed in feet, (scale - 1"=100')
NO.
1 2
REV.STATE OF ARIZONA
DEPARTMENT OF TRANSPORTATION
APPROVED FOR
DISTRIBUTION
DRAWING NO.
ROADWAY DESIGN SECTION
DRAFTING GUIDES
NO.
3 4
DES
CRIP
TIO
N
OF
RE
VISIO
ND
ES
CRIP
TIO
N
OF
RE
VISIO
N
ST
D P-04.1
0
DETAIL SHEET
DETAIL D CROSSOVERS
2
2
3
1
1
3
2
4
New EP
Width Varies
New EP
Length
R2
R1
R2
MEDIAN CROSSOVER
PLAN
Section No. 8
Pavement Structural
R1
AA
10:110:1
SECTION A-A
Width Varies
Match Exst
Sct No. 8
Pvmt Str
EB Survey \
WB Survey \
Crossover \
1
1
C1
C2
C3
C4
C5
C6
C7
C8
C9
EB 2824+81
EB 2886+97
EB 2946+78
EB 2967+78
EB 3015+09
EB 3057+24
EB 3081+68
EB 3131+55
EB 3255+18
76'
76'
76'
76'
76'
76'
76'
76'
76'
30'
28'
36'
32'
32'
30'
28'
18'
R1 R2
35'
35'
35'
40'
35'
35'
35'
35'
40'
35'
35'
35'
35'
35'
35'
35'
CROSSOVER SCHEDULE
Sq Ft
AREASTATION LENGTH WIDTH
3,493
3,180
3,788
3,341
3,484
3,484
3,332
2,420
ID CROSSOVER
26' 35' 35' 3,028
DESIGN
DRAWN
DATE
CHECKED
NAME
TEAM LEADER
ROUTE LOCATION
TRACS NO. OF
SHEET OF
ARIZONA DEPARTMENT OF TRANSPORTATION
ROADWAY DESIGN SECTIONINTERMODAL TRANSPORTATION DIVISION
STATEF.H.W.A.
REGION
ARIZ.
PROJECT NO.SHEET
NO.
TOTAL
SHEETSAS BUILT
9
RT CO MP
PROJECT LOCATION SR 00
H0000 01C PROJECT NUMBER
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
2 2
PROJ. NUMBER
See Std P-00.60 for Data Table Layout1
1 See Std P-00.60 for Data Table Text
Sheet 1 of 2
P-04.15Ramp Paving Detail Sheet
1 1 0of the text placed for that item
Dimension, Extension Line or Leader Line LV/CO shall match the LV/CO
Area Pattern: (Pat1) pattern angle = 45°; pattern delta= 7 working units- - - Area Pattern: (Pat1) pattern angle = 45°; pattern delta= 7 working units59 2 12
Reference No. LV/CO= FT= TX= WT= LS= TJ=
GRAPHIC PARAMETERS
Reference No. LV/CO= WT= LC=
Reference No.
USER NOTES
CADD TEXT PARAMETERS
Comments
Comments
Comments
- Text Reference Callout
- Graphic Reference Callout
- User Note Reference Callout
LV - LEVEL
CO - COLOR
FT - FONT
TX - TEXT SIZE
WT - LINE WEIGHT
LS - LINE SPACING
TJ - TEXT JUSTIFICATION
Abbreviations:
using ADOT's Standard Working Units
Units of Measure for 'TX=' and 'LS=' are expressed in feet, (scale - 1"=100')
NO.
1 2
REV.STATE OF ARIZONA
DEPARTMENT OF TRANSPORTATION
APPROVED FOR
DISTRIBUTION
DRAWING NO.
ROADWAY DESIGN SECTION
DRAFTING GUIDES
NO.
3 4
DES
CRIP
TIO
N
OF
RE
VISIO
ND
ES
CRIP
TIO
N
OF
RE
VISIO
N
ST
D P-04.1
5
DETAIL SHEET
RAMP DETAIL
See
Table
Pavin
g
Limits
Outsid
e Should
er
Taper
Limit
Section No. 3
Pavement Structural
Section No. 3
Pavement Structural
Section No. 4
Pavement Structural
See
Table
Ra
mp Pavin
g
Limits
End Intersection
Section No. 5
Pavement Structural
See
Table
Ra
mp Pavin
g
Limits
Section No. 2
Pavement Structural
Section No. 1
Pavement Structural
Section No. 2
Pavement Structural
Nose of
Gore
Section No. 4
Pavement Structural
Section No. 1
Pavement Structural
R2
R6
R1
R7 R8
R4R3
R5
RAMP RADIUS DETAIL
LOCATION
WB I-40 \
EB I-40 \
55'
R1 R2 R3 R4 R5 R6 R7 R8
Hipkoe Dr
Transcon Ln
SR 87
60'
65'
70'
55'
50'
25'
40'
50'
30'
45'
50'
30'
60'
35'
30'
60'
50'
50'
90'
55'
80'
60'
50'
RADIUS (FT)
RAMP RADIUS TABLE
See Detail G
LOCATIONI-40 \ Sta Ramp \ Sta I-40 \ Sta
Taper Limit
RAMP PAVING STATIONING
Intersection
End
Hipkoe Ramp A
Hipkoe Ramp B
Hipkoe Ramp C
Hipkoe Ramp D
North Park Ramp aa
North Park Ramp bb
North Park Ramp dd
North Park Ramp cc
Nose of Gore
Structural Section No. 6 at North Park TI
0+24.95
3+41.91
9+47.90
10+72.97
17+19.91
0+27.93
8+79.95
16+33.76
3+83.81
20+40.28
WB 2900+89.18 WB 2888+60.27
EB 2898+52.30 EB 2895+02.22
EB 2921+80.02 EB 2934+27.01
WB 2970+12.87 WB 2962+48.63
EB 2978+61.16 EB 2972+19.56
WB 3006+39.69 WB 3010+27.57
EB 3011+92.33 EB 3019+79.01
15+36.39
14+15.67
6+43.25
14+88.32
0+73.70WB 2927+87.8710+91.42WB 2923+00.61
1
1
1
1
1
2
2
1
DETAIL KRAMP PAVING LIMITS
DESIGN
DRAWN
DATE
CHECKED
NAME
TEAM LEADER
ROUTE LOCATION
TRACS NO. OF
SHEET OF
ARIZONA DEPARTMENT OF TRANSPORTATION
ROADWAY DESIGN SECTIONINTERMODAL TRANSPORTATION DIVISION
STATEF.H.W.A.
REGION
ARIZ.
PROJECT NO.SHEET
NO.
TOTAL
SHEETSAS BUILT
9
RT CO MP
PROJECT LOCATION SR 00
H0000 01C PROJECT NUMBER
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
2 2
PROJ. NUMBER
1
1
Sheet 1 of 2
GORE STAKING AND JOINING PLAN P-04.20
1
2
3
4
1 0
- - -
35
45
3
3
0
0
of the text placed for that item
ADOT Standard Line Terminator; typical. LV/CO shall match the LV/CO
the text placed for that item
Dimension, Extension or Leader Line LV/CO shall match the LV/CO of
11
2
3
36
26
28 23
23
23
4
17.5
17.5
4
4
8.75
8.75
LB
LB
LB
See Std P-00.60 & P-00.61 for Dimension & Leader Line Layout
8.7517.5
Reference No. LV/CO= FT= TX= WT= LS= TJ=
GRAPHIC PARAMETERS
Reference No. LV/CO= WT= LC=
Reference No.
USER NOTES
CADD TEXT PARAMETERS
Comments
Comments
Comments
- Text Reference Callout
- Graphic Reference Callout
- User Note Reference Callout
LV - LEVEL
CO - COLOR
FT - FONT
TX - TEXT SIZE
WT - LINE WEIGHT
LS - LINE SPACING
TJ - TEXT JUSTIFICATION
Abbreviations:
using ADOT's Standard Working Units
Units of Measure for 'TX=' and 'LS=' are expressed in feet, (scale - 1"=100')
NO.
1 2
REV.STATE OF ARIZONA
DEPARTMENT OF TRANSPORTATION
APPROVED FOR
DISTRIBUTION
DRAWING NO.
ROADWAY DESIGN SECTION
DRAFTING GUIDES
NO.
3 4
DES
CRIP
TIO
N
OF
RE
VISIO
ND
ES
CRIP
TIO
N
OF
RE
VISIO
N
ST
D P-04.2
0
558
22
23
24
+50.00
+85.39
+38.58
+32.63
+50.00
+38.58
+50.00
+85.39
+50.00
+79.2
1
2.00
%
2.00
%2.00
%2.00
%
55.5'
13.5'
25.0'
11.5'
5.5'
37.0'
+32.6
3
+79.2
1
of Pavement
and New Edge
SB 303L PGL
N 04°47'49" E
N 09°46'08" E
4.48
4.59
4.73
+32.63
4.62
4.27
4.38 4
.06
4.17 3
.85
3.75
3.64
3.9
6
3.43
+79.21
3.39
3.5
0
3.5
4
3.77
3.98
3.7
3
4.19
4.40
4.61
4.96
4.82
5.49
5.36
5.08
4.81
4.56
4.32
4.09
4.00
5.11
5.20
5.43
6.60
6.47
6.19
5.92
PT 557+
71.77
PC 22
+33.95
GORE STAKING & JOINTING PLAN
Ramp C Cst \
Bethany Home Rd
303L Cst \
3
4
1
1
1
1
1
3
1
1
2
DETAIL MStaking
Back of Gore Control Point
117.50' Lt, Sta 557+38.58, 303L Cst \
11.50' Rt, Sta 22+32.63, Bethany Home Rd Ramp C Cst \=
Nose of Gore Control Point
117.50' Lt, Sta 558+85.39, 303L Cst \
Sta 23+79.21, Bethany Home Rd Ramp C Cst \ =
1. Base elevation = 1100.00'.
Unless otherwise shown.
2. All elevations are given at even 25' intervals.
lip of curb and gutter, whichever applies.
3. All elevations are at the edges of pavement, or
Details C & D for PCCP jointing details.
4. See Std C-07.01, C-07.03, C-.07.04 and
NOTES:
DESIGN
DRAWN
DATE
CHECKED
NAME
TEAM LEADER
ROUTE LOCATION
TRACS NO. OF
SHEET OF
ARIZONA DEPARTMENT OF TRANSPORTATION
ROADWAY DESIGN SECTIONINTERMODAL TRANSPORTATION DIVISION
STATEF.H.W.A.
REGION
ARIZ.
PROJECT NO.SHEET
NO.
TOTAL
SHEETSAS BUILT
9
RT CO MP
PROJECT LOCATION SR 00
H0000 01C PROJECT NUMBER
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
2 2
PROJ. NUMBER
NOTE: For project related sheet, see Standard P-05.40
P-05.10
1
2
3
4
23
23
23
17.5
17.5
4
4
8.75
8.75
LB
LB
LB37
39
5
6 39 1
23 17.5 4 CB
CC
8.75
3
4
2
1 16 1 3
38 3 0
35 3 0
1 0
5
6
7
59
- - -
1 5
0
17.5 4 8.75
1
2
See Std P-00.70 for Profile Sheet Overlay
NEW PIPE INSTALLATION
3
See Std P-00.60 & P-00.61 for Dimension & Leader Line Layout
SAMPLE CULVERT DETAIL SHEET FOR
3
4
Show slope in feet per foot to 4 decimal places
62 1 6 CB20
See Std P-00.61 for Detail Format Layout
LV/CO of the text placed for that item
ADOT Standard Line Terminator; typical. The LV/CO shall match the
28
is recommended to enhance the clarity of certain plan sheets, the use of this process is optional.
The subdued background shown can be produced by using a modified pen table. While this procedure
-
37
17.5 4 8.7536 23 RB7
Sheet 1 of 2
of the text placed for that item
Dimension, Extension Line or Leader Line LV/CO shall match the LV/CO
29
8 38 06
8 CC17.5 8.7539 1 6
9 2339 15 2 7.5 CB
15 2 7.5
9 045
10 006
10 15 2 7.5 CB14 1
11 15 2 7.5 CB14 23
Reference No. LV/CO= FT= TX= WT= LS= TJ=
GRAPHIC PARAMETERS
Reference No. LV/CO= WT= LC=
Reference No.
USER NOTES
CADD TEXT PARAMETERS
Comments
Comments
Comments
- Text Reference Callout
- Graphic Reference Callout
- User Note Reference Callout
LV - LEVEL
CO - COLOR
FT - FONT
TX - TEXT SIZE
WT - LINE WEIGHT
LS - LINE SPACING
TJ - TEXT JUSTIFICATION
Abbreviations:
using ADOT's Standard Working Units
Units of Measure for 'TX=' and 'LS=' are expressed in feet, (scale - 1"=100')
NO.
1 2
REV.STATE OF ARIZONA
DEPARTMENT OF TRANSPORTATION
APPROVED FOR
DISTRIBUTION
DRAWING NO.
ROADWAY DESIGN SECTION
DRAFTING GUIDES
NO.
3 4
DES
CRIP
TIO
N
OF
RE
VISIO
ND
ES
CRIP
TIO
N
OF
RE
VISIO
N
\
Toe of Slope
Exst R/W
15
PE
Toe of Slope
22+00
21+00 19+00 18+00 20+00
1710
1690
1670
1670
1690
1710
DETAIL
42' Extension 100' Extension60' 53'
Elev=1696.94S=0.0576$
Elev=1694.52
S=0.0326$
Elev=1690.84
S=0.0326$ Elev=1687.58
Extend 42' Lt
Existing 30" x 113' CMP Skew 45° Rt
New R/W
Drainage Ex=22 CY
Std C-03.10
New 2.5'x4'x60' Ditch RtDrainage Ex=3 CY
Std C-03.10
New 2.5'x1'x35' Ditch Lt
Construction
New NB Office &
Std C-13.80
New Pipe Collar Lt & Rt
Std C-13.25
New End Section Lt & Rt
Extend 100' Rt Skew 15° Rt
Stream Profile
1700'
1700'
1720'
1700'
1700'
1700'
+
+
+
+
+
+
+
+
++
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
++
++
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
9
9
1
2
2
33
3
2 3
11
92
10
6
4
4
5
2
3
3
DESIGN
DRAWN
DATE
CHECKED
NAME
TEAM LEADER
ROUTE LOCATION
TRACS NO.
SR 00
H0000 01C
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
10
10
D1
CULVERT DETAIL SHEET
SR 00 Sta 1176+96
ST
D P-05.1
0
Side slopes for ditches shall be 2:1 (Typ).
NOTE:
DESIGN
DRAWN
DATE
CHECKED
NAME
TEAM LEADER
ROUTE LOCATION
TRACS NO. OF
SHEET OF
ARIZONA DEPARTMENT OF TRANSPORTATION
ROADWAY DESIGN SECTIONINTERMODAL TRANSPORTATION DIVISION
STATEF.H.W.A.
REGION
ARIZ.
PROJECT NO.SHEET
NO.
TOTAL
SHEETSAS BUILT
9
RT CO MP
PROJECT LOCATION SR 00
H0000 01C PROJECT NUMBER
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
2 2
PROJ. NUMBER
is recommended to enhance the clarity of certain plan sheets, the use of this process is optional.
The subdued background shown can be produced by using a modified pen table. While this procedure
NOTE: For project related sheet, see Standard P-05.40
SAMPLE CULVERT DETAIL SHEET FORP-05.25
PIPE EXTENSION WITH CATCH BASINSheet 1 of 2
1
2
3
4
23
23
23
17.5
17.5
4
4
8.75
8.75
LB
LB
LB37
39
5
6 39 1
23 17.5 4 CB
CC
8.75
17.5 4 8.75
62 1 6 CB20
28
-
17.5 4 8.7536 23 RB7
29
8 CC17.5 8.7539 1 6
9 2339 15 2 7.5 CB
15 2 7.5
10 15 2 7.5 CB14 1
11 15 2 7.5 CB14 23
3
4
2
1 16 1 3
38 3 0
35 3 0
1 0
5
6
7
59
- - -
1 5
03
LV/CO of the text placed for that item
ADOT Standard Line Terminator; typical. The LV/CO shall match the
37
of the text placed for that item
Dimension, Extension Line or Leader Line LV/CO shall match the LV/CO
8 38 06
9 045
10 006
1
2
See Std P-00.70 for Profile Sheet Overlay
See Std P-00.60 & P-00.61 for Dimension & Leader Line Layout
3
4
Show slope in feet per foot to 4 decimal places
See Std P-00.61 for Detail Format Layout
Reference No. LV/CO= FT= TX= WT= LS= TJ=
GRAPHIC PARAMETERS
Reference No. LV/CO= WT= LC=
Reference No.
USER NOTES
CADD TEXT PARAMETERS
Comments
Comments
Comments
- Text Reference Callout
- Graphic Reference Callout
- User Note Reference Callout
LV - LEVEL
CO - COLOR
FT - FONT
TX - TEXT SIZE
WT - LINE WEIGHT
LS - LINE SPACING
TJ - TEXT JUSTIFICATION
Abbreviations:
using ADOT's Standard Working Units
Units of Measure for 'TX=' and 'LS=' are expressed in feet, (scale - 1"=100')
NO.
1 2
REV.STATE OF ARIZONA
DEPARTMENT OF TRANSPORTATION
APPROVED FOR
DISTRIBUTION
DRAWING NO.
ROADWAY DESIGN SECTION
DRAFTING GUIDES
NO.
3 4
DES
CRIP
TIO
N
OF
RE
VISIO
ND
ES
CRIP
TIO
N
OF
RE
VISIO
N
ST
D P-05.2
5
7600
7590
7580
7580
7590
7600
Existing R/W
Existing R/W
Toe of Slope
5
PE
0.0134$
Toe of Slope
Skew 2° Lt
Existing 24" x 67' CMP
Exst
R/
W
0.0134$
19+00 20+00
DITCH PROFILE
Ele
v = 7585.26
Ele
v = 7586.15
Exst
R/
W
0.0059$2:1
7590'
7590'
7590'
7590'
7590'
7595'
7595'
7595'
7600'
New EP
New EP
4'
22' 2'24' 43'
4
8
8
2
3
2
3
11 3
2
9
10
2
2
33
9
10
1
7
3
10
6
5
1
2
4
2 9
CULVERT DETAIL SHEET
DETAIL D5
Survey & Cst \
Drainage Ex=90 CY, Std C-03.10
New Ditch 4'x 2'x 152', Slope 2:1
55' Lt, Sta 637+55.00
51' Lt, Sta 636+03.00 to
Inv Elev=7586.15'Inv Elev=7587.37'
Sta 637+
55.00, 55.00'
Lt
Sta 636+
03.00, 51.00'
Lt
\
Cst
Survey &
SR 00 Sta 636+03
Extend 22' Lt & 2' Rt
Std C-03.10
New Berm Lt & Rt
Std C-13.25
New End Section Lt & Rt
DESIGN
DRAWN
DATE
CHECKED
NAME
TEAM LEADER
ROUTE LOCATION
TRACS NO. OF
SHEET OF
ARIZONA DEPARTMENT OF TRANSPORTATION
ROADWAY DESIGN SECTIONINTERMODAL TRANSPORTATION DIVISION
STATEF.H.W.A.
REGION
ARIZ.
PROJECT NO.SHEET
NO.
TOTAL
SHEETSAS BUILT
9
RT CO MP
PROJECT LOCATION SR 00
H0000 01C PROJECT NUMBER
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
2 2
PROJ. NUMBER
1
2
3
4
5
6
39
62 1
23
23
23
17.5
17.5
17.5
20 6
4
4
4
8.75
8.75
8.75
11
LB
LB
CB
CB
1
2
3
4
5
6
1
-
13 1 1
59 1 5
0
1
2
3
4
See Std P-00.70 for Profile Sheet Overlay
See Std P-00.61 for Detail Format Layout
See Stds P-00.60 & P-00.61 for Dimension & Leader Line Layout
0
the text placed for that item
ADOT Standard Line Terminator; typical. LV/CO shall match the LV/CO of
28
Show slope in feet per foot to 4 decimal places
is recommended to enhance the clarity of certain plan sheets, the use of this process is optional.
The subdued background shown can be produced by using a modified pen table. While this procedure
P-05.30SAMPLE CULVERT DETAIL SHEET FOR
NEW CONCRETE BOX CULVERT INSTALLATION
36
23 17.5 4 8.75 LB
2 0
17.5 4 8.7539
-
7 48 3
37
37
-
3 035
CB
Sheet 1 of 2
NOTE: For project related sheet, see Standard P-05.40
1
the text placed for that item
Dimension, Extension or Leader Line LV/CO shall match the LV/CO of
Reference No. LV/CO= FT= TX= WT= LS= TJ=
GRAPHIC PARAMETERS
Reference No. LV/CO= WT= LC=
Reference No.
USER NOTES
CADD TEXT PARAMETERS
Comments
Comments
Comments
- Text Reference Callout
- Graphic Reference Callout
- User Note Reference Callout
LV - LEVEL
CO - COLOR
FT - FONT
TX - TEXT SIZE
WT - LINE WEIGHT
LS - LINE SPACING
TJ - TEXT JUSTIFICATION
Abbreviations:
using ADOT's Standard Working Units
Units of Measure for 'TX=' and 'LS=' are expressed in feet, (scale - 1"=100')
NO.
1 2
REV.STATE OF ARIZONA
DEPARTMENT OF TRANSPORTATION
APPROVED FOR
DISTRIBUTION
DRAWING NO.
ROADWAY DESIGN SECTION
DRAFTING GUIDES
NO.
3 4
DES
CRIP
TIO
N
OF
RE
VISIO
ND
ES
CRIP
TIO
N
OF
RE
VISIO
N
Stream Profile
4
1
5
4
1
1
11
5
3
2
6
7
1
3
3
New EP
New EP
CULVERT DETAIL SHEET
TRACS NO.
32.7' 32.7'
+S=0.0110$
Invert Elev=855.28 Invert Elev=856.00
14
21+00 19+00 20+00
870
860
850
850
860
870
ST
D P-05.3
0
7
22
2
1
5
4
3
3
DETAIL D25
Top of Cut
New 3-10'x 6'x 65.4' RCBC
WOODS RD Sta 123+65
\
Cst
Woods Rd
870'
Detail P
New Channel Lt & Rt
Std C-03.10
New Berm Lt & Rt
NOTE:
be based on 0° Skew with 4:1 Slopes
Inlet & outlet wingwall dimensions shall
DESIGN
DRAWN
DATE
CHECKED
NAME
TEAM LEADER
ROUTE LOCATION
TRACS NO. OF
SHEET OF
ARIZONA DEPARTMENT OF TRANSPORTATION
ROADWAY DESIGN SECTIONINTERMODAL TRANSPORTATION DIVISION
STATEF.H.W.A.
REGION
ARIZ.
PROJECT NO.SHEET
NO.
TOTAL
SHEETSAS BUILT
9
RT CO MP
PROJECT LOCATION SR 00
H0000 01C PROJECT NUMBER
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
2 2
PROJ. NUMBER
SAMPLE CULVERT DETAIL
SHEET FOR BOX EXTENSION
1
2
3
4
5
6
7
39
30
62
14
14
39
1
1
1
23
23
23
23
17.5
17.5
17.5
17.5
15
15
20 6
2
2
4
4
4
4
8.75
8.75
8.75
8.75
7.5
7.5
11
LB
LB
LB
CB
CB
CB
CB
1
2
3
4
5
6
1
35 3 0
22 11
48 3 0
16 1 3
- - -
59 1 5
0
1
2
3
4
See Std P-00.70 for Profile Sheet Overlay
See Std P-00.61 for Detail Format Layout
See Stds P-00.60 & P-00.61 for Dimension & Leader Line Layout
7
8 3 0
the text placed for that item
ADOT Standard Line Terminator; typical. LV/CO shall match the LV/CO of
28
Show slope in feet per foot to 4 decimal places
is recommended to enhance the clarity of certain plan sheets, the use of this process is optional.
The subdued background shown can be produced by using a modified pen table. While this procedure
P-05.40
37
Sheet 1 of 2
NOTE: For project related sheet, see Standard P-05.30
the text placed for that item
Dimension, Extension or Leader Line LV/CO shall match the LV/CO of
Reference No. LV/CO= FT= TX= WT= LS= TJ=
GRAPHIC PARAMETERS
Reference No. LV/CO= WT= LC=
Reference No.
USER NOTES
CADD TEXT PARAMETERS
Comments
Comments
Comments
- Text Reference Callout
- Graphic Reference Callout
- User Note Reference Callout
LV - LEVEL
CO - COLOR
FT - FONT
TX - TEXT SIZE
WT - LINE WEIGHT
LS - LINE SPACING
TJ - TEXT JUSTIFICATION
Abbreviations:
using ADOT's Standard Working Units
Units of Measure for 'TX=' and 'LS=' are expressed in feet, (scale - 1"=100')
NO.
1 2
REV.STATE OF ARIZONA
DEPARTMENT OF TRANSPORTATION
APPROVED FOR
DISTRIBUTION
DRAWING NO.
ROADWAY DESIGN SECTION
DRAFTING GUIDES
NO.
3 4
DES
CRIP
TIO
N
OF
RE
VISIO
ND
ES
CRIP
TIO
N
OF
RE
VISIO
N
New EP
Exst EP
S=0.0011$
3
4
New R/W
New Fence
New Access Control
25
New EP
New EP
New EP
15
Existing R/W
NOTE:
Invert Elev=798.95
Invert Elev=803.90
S=0.0367$
Stream Profile
be based on 0° skew with 6:1 slopes
Inlet & outlet wingwall dimensions shall
21+00
20+00 19+00 18+00
820
810
800
790
790
800
810
820
Invert Elev=803.95
Invert Elev=803.97
S=0.0011$
BE
3
158.0' 44.0'
19.0' Extension
CULVERT DETAIL SHEET
4
1
3
5
2
1
6
7
1
1
1
15
7
3
2
ST
D P-05.4
07
6
4
2
4
8
3
1
5
3
3
44
4
6
Fence
Existing R/W
DETAIL D15
2
Telephone Line
Exst Fiber Optic
5
Remove Exst Wingwalls
Existing 2 - 10' x 6' x 48' RCBC
SR 00 NB Sta 5787+72
135.0' Extension
SR 85 SB Cst \
\
Cst
SR 85 SB
\
Cst
SR 85 NB
800'
800'
800'
800'
800'
Extend 19' Rt Skew 1°47" Rt
Extend 135' Lt Skew 2°18' Lt
Detail G
Energy Dissipator
Std C-03.10
New Berm (Typ)
SR 85 NB Cst \
DESIGN
DRAWN
DATE
CHECKED
NAME
TEAM LEADER
ROUTE LOCATION
TRACS NO. OF
SHEET OF
ARIZONA DEPARTMENT OF TRANSPORTATION
ROADWAY DESIGN SECTIONINTERMODAL TRANSPORTATION DIVISION
STATEF.H.W.A.
REGION
ARIZ.
PROJECT NO.SHEET
NO.
TOTAL
SHEETSAS BUILT
9
RT CO MP
PROJECT LOCATION SR 00
H0000 01C PROJECT NUMBER
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
2 2
PROJ. NUMBER
1 54 1 6 CB
1
2 55 23 17.5 4 8.75 LB
22 11
Line Spacing between notes shall be 17.5 units
2
See Std P-00.60 for Data Table Layout & Construction
P-06.00SAMPLE SURVEY CONTROL SHEET
Sheet 1 of 2
See Std P-00.60 for Text Layout. Project specific changes are outlined (see note above).
7) Table Data - NGS, Secondary and Calculated Control
6) Basis of Elevation
5) Basis of Alignments and Stations
4) Basis of Bearings
3) Who Surveyed the Project
2) Ground Adjustment Factor
1) The Zone - Arizona West 0203, Arizona East 0201 or Arizona Central 0202
Project by Project - Required Changes to sheet (highlighted in red on next sheet)
Reference No. LV/CO= FT= TX= WT= LS= TJ=
GRAPHIC PARAMETERS
Reference No. LV/CO= WT= LC=
Reference No.
USER NOTES
CADD TEXT PARAMETERS
Comments
Comments
Comments
- Text Reference Callout
- Graphic Reference Callout
- User Note Reference Callout
LV - LEVEL
CO - COLOR
FT - FONT
TX - TEXT SIZE
WT - LINE WEIGHT
LS - LINE SPACING
TJ - TEXT JUSTIFICATION
Abbreviations:
using ADOT's Standard Working Units
Units of Measure for 'TX=' and 'LS=' are expressed in feet, (scale - 1"=100')
NO.
1 2
REV.STATE OF ARIZONA
DEPARTMENT OF TRANSPORTATION
APPROVED FOR
DISTRIBUTION
DRAWING NO.
ROADWAY DESIGN SECTION
DRAFTING GUIDES
NO.
3 4
DES
CRIP
TIO
N
OF
RE
VISIO
ND
ES
CRIP
TIO
N
OF
RE
VISIO
N
Direct satellite measurements were made on
each point in the geocentric coordinate system
of WGS 84 and automatic translations were
made to the North American Datum of 1983 and
to the ground scaled version of the State Plane
grid system.
All bearings are grid bearings. Distances
are ground distances and coordinates are
ground coordinates.
GENERAL NOTES
System:
Zone:
Datum:
United States State Plane 1983
Monument verification and acceptance: The
on an observation and evaluation of physical
corroborating evidence in the field; and a review
of existing drawings and notes readily available
at the time the survey was prepared.
Arizona Central 0202
The following parameters were set for the basis
of this survey:
Units = International Feet
(1 Feet = 0.3048 Meters exactly)
NGS CONTROL POINTS
R 21
M 31
Point
1392908.169
1392830.182
710414.213
710031.242
Description
FD NGS MONUMENT
FD NGS MONUMENT
Point Description
SECONDARY CONTROL POINTS
Elevation
T1
T2
640935.729 1363504.260
1363483.051640928.526
5167.152
5167.707
PK NAIL SET IN SIDEWALK
RR SPIKE SET IN DRIVEWAY
T3
T4
T5
T6
T7
640916.271 1363438.138 5167.807
1363409.465640906.894 5168.943
5/8IN REBAR SET AT S EDGE OF WALL
5/8IN REBAR SET AT FOOT OF STAIRWELL 25FT S OF WALL
1363392.000640905.264 5168.492 5/8IN REBAR SET AT BASE OF HILL
1363359.955640910.813 5167.736 5/8IN REBAR SET AT FOOT OF STAIRWELL 75FT S OF WALL
1363401.863640938.669 5166.832 RR SPIKE SET I E EDGE OF NB 89A
DescriptionType
PointStation
PC 787+42.35
756+43.12 1397347.22
1398574.37
713669.30
716438.26
Best Fit Alignment - ASB 366 (37)P
797+31.28 1399119.48717263.33
POB
POE
NB Basis of Stationing - LS 1116
A ground adjustment factor of 1.00030 was
POB 756+44.81 1397393.00713670.78
SB Basis of Stationing - LS 1116793+72.73POT
POE 796+87.11 1399148.06717223.44
Elevation
3974.652
3956.594
Ground (E) Ground (N)
Ground (E) Ground (N)
NB SR 89A Begin Project - LS 1116
NB SR 89A End Project - LS 1116
SB SR 89A Begin Project - LS 1116
SB SR 89A End Project - LS 1116
provided by ADOT and used by ADOT Field
Survey for project LS 1116 and utilized for
this project.
North American 1983 (CONUS) modified 1992
CALCULATED CENTERLINE CONTROL POINT TABLE
Ground (N)Ground (E)
AHD R/W Markers stamped as such.
field survey and held sta. of 793+72.73 on
existing AHC R/W Markers located by the
as such. The SB stations were based on
787+42.35 on AHD R/W Markers stamped
located by the field survey and held Sta. of
were based on existing AHC R/W Markers
As Built Plans 366 (37)P. The NB stations
Best Fit Alignment was produced from
Basis of Alignments and Stations:
found NGS Monument, M31.
elevation of 3974.652 was held on a
a found NGS Monument, R21, and an
An elevation of 3956.594 was held on
Basis of Elevations:
VORTEX, WHITE, SEZ B and SEZ F.
used for this project include: R21, M31,
Datum with a GAF of 1.00030. Control Points
on NAD83/92 Horizontal and NAVD88 Vertical
for this project. The coordinates were based
E.S.S. survey crew furnished the coordinates
Basis of Bearings:
monumentation shown on these plans were based
2
2
1
1
1
1
ST
D P-06.0
0
SURVEY CONTROL SHEET
DESIGN
DRAWN
DATE
CHECKED
NAME
TEAM LEADER
ROUTE LOCATION
TRACS NO. OF
SHEET OF
ARIZONA DEPARTMENT OF TRANSPORTATION
ROADWAY DESIGN SECTIONINTERMODAL TRANSPORTATION DIVISION
STATEF.H.W.A.
REGION
ARIZ.
PROJECT NO.SHEET
NO.
TOTAL
SHEETSAS BUILT
9
RT CO MP
PROJECT LOCATION SR 00
H0000 01C PROJECT NUMBER
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
2 2
PROJ. NUMBER
28 1 22 6 LB
28 23 17.5 4 8.75 LB
28 1 22 6 RC
25 23 17.5 4 LB
28 1 22 6 11 CC
28 4 0
28 4 0
1 0
28 1 0
27 6 0
11
8.75
FOR RURAL ROADWAYP-06.10
5
4
3
2
1
5
4
3
2
1
1
2
SAMPLE GEOMETRIC SHEET
3 Show Superelevation in feet per foot to 3 decimal places
6 27 6 0
shall match the LV/CO of the text placed for that item
ADOT Standard Line Terminator; modify scale 4 times larger. LV/CO
NOTE : For project related sheets, see Standards P-02.10 & P-02.15
adjustment to Leader Lines may be necessary
Horizontal Control Point callouts are shown perpendicular to roadway \; some
Locate top point of PI toward CC
11
Sheet 1 of 2
the text placed for that item
Dimension, Extension or Leader Line LV/CO shall match the LV/CO of
Reference No. LV/CO= FT= TX= WT= LS= TJ=
GRAPHIC PARAMETERS
Reference No. LV/CO= WT= LC=
Reference No.
USER NOTES
CADD TEXT PARAMETERS
Comments
Comments
Comments
- Text Reference Callout
- Graphic Reference Callout
- User Note Reference Callout
LV - LEVEL
CO - COLOR
FT - FONT
TX - TEXT SIZE
WT - LINE WEIGHT
LS - LINE SPACING
TJ - TEXT JUSTIFICATION
Abbreviations:
using ADOT's Standard Working Units
Units of Measure for 'TX=' and 'LS=' are expressed in feet, (scale - 1"=100')
NO.
1 2
REV.STATE OF ARIZONA
DEPARTMENT OF TRANSPORTATION
APPROVED FOR
DISTRIBUTION
DRAWING NO.
ROADWAY DESIGN SECTION
DRAFTING GUIDES
NO.
3 4
DES
CRIP
TIO
N
OF
RE
VISIO
ND
ES
CRIP
TIO
N
OF
RE
VISIO
N
GEOMETRIC SHEET
ST
D P-06.1
0
320
340
360
380
400
420
440
200'
N 11°32'38" E
N 11°32'38" E
PO
T 396+
00.47 S
B
Ahd
ST 395+
67.54 S
B
Bk=
EQ
UA
TIO
N
6
TS 382+
06.35 S
B
SC 383
+56.35 S
B
5
SC 379+
48.63
NB
TS 377+
98.63
NB
PO
T 396+
00.47
NB
Ahd
PO
T 396+
00.43
NB
Bk=
EQ
UA
TIO
N
ST 391+
59.82
NB
CS 390+
09.82
NB
110'
N 00°34'05" W
N 00°34'05" W
ST 473+82.69
NB Bk=
POT 473+82.08
NB
Ahd
EQ
UA
TIO
N
CS 470+07.69
NB
SC 458+
42.07
NB
8
EQ
UA
TIO
N
BE
ARIN
G
N 37°56'51"
E
Bk=
N 38°16'45"
E
Ahd
EQ
UA
TIO
N
BE
ARIN
G
POT 473+
73.67 S
B
TS 454+
67.07
NB
TS 451+61.11 SB
SC 453+61.11 SB
CS 461+71.41 SB
ST 463+71.41 SB
PO
T 466+
16.10 S
B
Ahd
PO
T 466+
00.00 S
B
Bk=
STA 466+00 SB
END PROJECT F-035-1(8)
1 CURVE DATA 2
7
END PROJECT F-035-1(8)
STA 458+00 NB
CS 394+
17.54 S
B
1 2
4
2
2
4
2
4
Super=0.061$
L=1,933.28
R=2,546.48'
D=02°15'00"
?=43°29'56"
Main Curve
Ext=248.02'
R+o=2,547.31'
L=2,383.28'
T=1,261.61
?=48°33'41"Rt
Total Curve
2
3
1
2
3
2
N 20°46'26"
W
Bk=
N 21°06'20"
W
Ahd
EQ
UA
TIO
N
5
5
4
6
200
220
240
POT 16
5+00.00 S
B
POT 16
5+00.00
NB
180 TS 19
1+36.46 S
B
SC 19
3+
61.
46 S
B
TS 19
1+76.37
NB
SC 19
4+
01.
37
NB
CS 212
+94.74 S
BS
T 215
+19.74 S
B
CS 213
+34.65
NB
ST 215
+59.65
NB
1
2
POT 233+
35.30 S
B
Bk=
POT 234+
20.86 S
B
Ahd
EQ
UA
TIO
N
POT 232+
33.35
NB
Bk=
POT 234+
20.86
NB
Ahd
EQ
UA
TIO
NN 22
°40'
31"
WN
22°4
0'31"
W
154'
72'
N 25°53'10" E
N 25°53'10" E
PC 256+
04.05 S
B
PC 261+
29.84
NB
PT 284+
72.49 S
B
PT 289+
98.28
NB
Bk=
PO
T 290+
23.45
NB
Ahd
EQ
UA
TIO
N
N 11°32'38" E
4
3
200'
N 11°32'38" E
STA 182+00 SB
BEGIN PROJECT F-035-1(8)
STA 188+00 NB
BEGIN PROJECT F-035-1(8)
EQ
UA
TIO
N
BE
ARIN
G
N 22°25'25"
W
Bk=
EQ
UA
TIO
NP
OT 289+
64.08 S
B
Bk=
PO
T 290+
23.45 S
B
Ahd
1
1
2
4
2
41
4
1
4
1
3
5
6
5
2
t=112.49'
o=0.83'
L=225.00'
?=02°31'53"
Spiral Curve
260
300
1
Main Curve
D=02°15'00"
Super=0.061$
Spiral Curve
L=225.00'
o=0.83'
t=112.49'
?=43°29'56"
Total Curve
?=48°33'41"Rt
Ext=248.02'
T=1,261.61'
L=2,383.28' R=2,546.48'
L=1,933.28'R+o=2,547.31'
?=02°31'53"
3
CURVE DATA
SB PI Sta 203+98.07N 1107750.15
E 665447.14
N 1104212.75
E 667091.98
N 1104153.38
E 666949.88
NB PI Sta 204+37.98N 1107846.34
E 665573.85
CURVE DATA
NB PI Sta 275+71.60N 1114221.40
E 668667.51
CURVE DATA
SB PI Sta 270+45.81N 1113779.80
E 668373.18 Main Curve
D=00°30'00"
Ext=90.34'
?=14°20'32"Lt
R=11,459.16'
L=2,868.45'
T=1,441.76'
Super=NC
Main Curve
D=00°30'00"
Ext=90.34'
?=14°20'32"Lt
R=11,459.16'
L=2,868.45'
T=1,441.76'
2
Super=NC
3
4
Main Curve Spiral CurveTotal Curve
CURVE DATA
SB PI Sta 388+89.23N 1125340.25
E 670734.40
?=00°45'00"
L=150.00'
o=0.16'
t=75.00'
?=10°36'43"
D=01°00'00"
Super=0.030$
?=12°06'43"Lt
T=682.88'
Ext=32.32'
L=1,361.19'
R+o=5,729.74'
R=5,729.58'
L=1,061.19'
Main Curve Spiral CurveTotal Curve
CURVE DATA
NB PI Sta 384+81.51N 1124900.73
E 670848.76
?=00°45'00"
L=150.00'
o=0.16'
t=75.00'
?=10°36'43"
D=01°00'00"
Super=0.030$
?=12°06'43"Lt
T=682.88'
Ext=32.32'
L=1,361.19'
R+o=5,729.74'
R=5,729.58'
L=1,061.19'
6
5
Main Curve Spiral CurveTotal Curve
CURVE DATA
SB PI Sta 457+71.66N 1132193.98
E 670769.65
?=00°45'00"
L=150.00'
o=0.16'
t=75.00'
?=10°36'43"
D=01°00'00"
Super=0.030$
?=12°06'43"Lt
T=682.88'
Ext=32.32'
L=1,361.19'
R+o=5,729.74'
R=5,729.58'
L=1,061.19'
8
Main Curve Spiral CurveTotal Curve
CURVE DATA
NB PI Sta 464+56.11N 1132879.47
E 670734.40
?=00°45'00"
L=150.00'
o=0.16'
t=75.00'
?=10°36'43"
D=01°00'00"
Super=0.030$
?=12°06'43"Lt
T=682.88'
Ext=32.32'
L=1,361.19'
R+o=5,729.74'
R=5,729.58'
L=1,061.19'
7
N 1132265.30
E 670769.65
N 1132978.57
E 670785.96
N 22°40'31"
W
Ahd
DESIGN
DRAWN
DATE
CHECKED
NAME
TEAM LEADER
ROUTE LOCATION
TRACS NO. OF
SHEET OF
ARIZONA DEPARTMENT OF TRANSPORTATION
ROADWAY DESIGN SECTIONINTERMODAL TRANSPORTATION DIVISION
STATEF.H.W.A.
REGION
ARIZ.
PROJECT NO.SHEET
NO.
TOTAL
SHEETSAS BUILT
9
RT CO MP
PROJECT LOCATION SR 00
H0000 01C PROJECT NUMBER
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
2 2
PROJ. NUMBER
28 1 22 6 LC
28 23 17.5 4 8.75 LB
28 4 0
28 4 0
1 0
27 6 0
11
P-06.11
4
3
2
1
2
1
1
shall match the LV/CO of the text placed for that item
ADOT Standard Line Terminator; modify scale 4 times larger. LV/CO
Locate top point of PI toward CC
FOR RURAL ROADWAY
SAMPLE GEOMETRIC SHEET
Sheet 1 of 2
NOTE : For project related sheet, see Standard P-06.12
the text placed for that item
Dimension, Extension or Leader Line LV/CO shall match the LV/CO of
Reference No. LV/CO= FT= TX= WT= LS= TJ=
GRAPHIC PARAMETERS
Reference No. LV/CO= WT= LC=
Reference No.
USER NOTES
CADD TEXT PARAMETERS
Comments
Comments
Comments
- Text Reference Callout
- Graphic Reference Callout
- User Note Reference Callout
LV - LEVEL
CO - COLOR
FT - FONT
TX - TEXT SIZE
WT - LINE WEIGHT
LS - LINE SPACING
TJ - TEXT JUSTIFICATION
Abbreviations:
using ADOT's Standard Working Units
Units of Measure for 'TX=' and 'LS=' are expressed in feet, (scale - 1"=100')
NO.
1 2
REV.STATE OF ARIZONA
DEPARTMENT OF TRANSPORTATION
APPROVED FOR
DISTRIBUTION
DRAWING NO.
ROADWAY DESIGN SECTION
DRAFTING GUIDES
NO.
3 4
DES
CRIP
TIO
N
OF
RE
VISIO
ND
ES
CRIP
TIO
N
OF
RE
VISIO
N
1
2
840
3
4 5 6
7
8
9
10
11
1213
1415
16
17
18 19 20 21
22
23
24
25
S 82°30'22" E
S 26°03'13" E
S 56°15'24" E
S 69°13'54" E
S 41°16'41" E
S 63°16'41" E
S 63°16'41" E
S 84°59'54" E
S 67°12'56" ES 40°33'28" E
S 03°05'45" W
S 28°36'23" E
S 00°23'57" W
S 34°29'59" E
S 52°29'16" E
S 09°40'57" E
S 52°29'58" E
N 72°59'53" E
S 50°29'59" E
S 21°39'56" E
S 71°45'00" E
N 59°28'23" E
S 77°42'51" E
S 18°00'51" E
S 54°20'00" E
BEGIN PROJECT -038-1(32)
STA 835+00.00
END PROJECT -038-1(32)
STA 1073+00.00
Survey & Construction \
Survey & Construction \
S 31°38'08" E
835
860
880
920
940
GEOMETRIC SHEET
960
980
1000
1020
1040
1060
1073
S 80°3
3'12"
E
900
1
2
1
3
4
1
2
ST
D P-06.1
1
DESIGN
DRAWN
DATE
CHECKED
NAME
TEAM LEADER
ROUTE LOCATION
TRACS NO. OF
SHEET OF
ARIZONA DEPARTMENT OF TRANSPORTATION
ROADWAY DESIGN SECTIONINTERMODAL TRANSPORTATION DIVISION
STATEF.H.W.A.
REGION
ARIZ.
PROJECT NO.SHEET
NO.
TOTAL
SHEETSAS BUILT
9
RT CO MP
PROJECT LOCATION SR 00
H0000 01C PROJECT NUMBER
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
2 2
PROJ. NUMBER
58 23 4 LCLB
1
1 15 -
See Std P-00.60 for Data Table Layout
P-06.12
Text justification is LC unless otherwise shown
GEOMETRIC DATA SHEET
Sheet 1 of 2
NOTE: For project related sheet, see Standard P-06.11
Reference No. LV/CO= FT= TX= WT= LS= TJ=
GRAPHIC PARAMETERS
Reference No. LV/CO= WT= LC=
Reference No.
USER NOTES
CADD TEXT PARAMETERS
Comments
Comments
Comments
- Text Reference Callout
- Graphic Reference Callout
- User Note Reference Callout
LV - LEVEL
CO - COLOR
FT - FONT
TX - TEXT SIZE
WT - LINE WEIGHT
LS - LINE SPACING
TJ - TEXT JUSTIFICATION
Abbreviations:
using ADOT's Standard Working Units
Units of Measure for 'TX=' and 'LS=' are expressed in feet, (scale - 1"=100')
NO.
1 2
REV.STATE OF ARIZONA
DEPARTMENT OF TRANSPORTATION
APPROVED FOR
DISTRIBUTION
DRAWING NO.
ROADWAY DESIGN SECTION
DRAFTING GUIDES
NO.
3 4
DES
CRIP
TIO
N
OF
RE
VISIO
ND
ES
CRIP
TIO
N
OF
RE
VISIO
N
1
2
3
4
5
6
7
8
9
10
----------------
1
2
3
4
5
6
7
8
9
10
t
Use this sheet ONLY if the project was surveyed
Centerline Geometric Data Sheet
Use the control points provided and their respective state plane coordinates to re-establish the centerline of each roadway.
All bearings and angles have been rounded to the nearest second.
All Coordinates Are Ground Coordinates And All Bearings Are Grid Bearings G.A.F. =
1
ST
D P-06.1
2
1
GEOMETRIC DATA SHEET
1
2
3
4
5
6
7
8
9
10
COORDINATESDESCRIPTION STATION
Northing EastingREF NO.
PLAN
Type
Point
Total Delta
Spiral Total
T L R+o Ext ? D R L T Ext Super
Spiral Main or Circular Curve Spiral Curve
? L o t
POBSurvey & Construction \ 835+00.00 292935.35 128667.28
PI PISurvey & Construction \ 839+19.09 292690.99 129007.75
TSSurvey & Construction \ 837+77.34 292773.64 128892.59
SCSurvey & Construction \ 838+42.34 292737.08 128946.31
CSSurvey & Construction \ 839+91.23 292682.58 129084.10
STSurvey & Construction \ 840+56.23 292672.51 129148.29
28°10'23"Lt 141.75' 278.89' 435.40' 13.90' 19°36'41" 13°10'17" 435.00' 148.89' 4°16'51" 65.00' 0.40' 32.49'
PI PISurvey & Construction \ 844+95.53 292615.21 129583.85
TSSurvey & Construction \ 842+72.60 292644.29 129362.81
SCSurvey & Construction \ 843+37.60 292634.07 129426.98
CSSurvey & Construction \ 846+27.74 292479.78 129665.21
STSurvey & Construction \ 846+92.74 292425.40 129700.78
50°52'14"Rt 222.94' 420.14' 400.44' 43.42' 41°33'36" 14°19'26" 400.00' 290.14' 4°39'19" 65.00' 0.44' 32.49'
PI PISurvey & Construction \ 867+06.38 290710.98 130756.97
PCSurvey & Construction \ 860+69.58 291253.16 130422.95
PTSurvey & Construction \ 872+64.87 290606.46 131385.13
48°55'04"Lt 4°05'33" 1400.00' 1195.29' 636.80' 138.02'
PI PISurvey & Construction \ 907+11.36 290040.79 134784.89
PCSurvey & Construction \ 898+15.21 290187.88 133900.89
PTSurvey & Construction \ 914+70.29 289235.71 135178.49
54°29'59"Rt 3°17'34" 1740.00' 1655.08' 896.15' 217.21'
PI PISurvey & Construction \ 917+92.27 288946.44 135319.91
PCSurvey & Construction \ 915+54.81 289159.78 135215.61
PTSurvey & Construction \ 920+18.69 288814.54 135517.37
30°12'10"Lt 6°30'39" 880.00' 463.88' 237.47' 31.48'
PI PISurvey & Construction \ 930+35.41 288249.77 136362.81
PCSurvey & Construction \ 928+76.21 288338.21 136230.42
PTSurvey & Construction \ 931+93.25 288193.32 136511.66
12°58'30"Lt 4°05'33" 1400.00' 317.04' 159.20' 9.02'
PI PISurvey & Construction \ 936+94.11 288015.72 136979.98
TSSurvey & Construction \ 935+17.18 288078.46 136814.54
SCSurvey & Construction \ 935+82.18 288054.29 136874.87
CSSurvey & Construction \ 938+00.15 287930.79 137052.92
STSurvey & Construction \ 938+65.15 287882.75 137096.70
27°57'13"Rt 176.93' 347.97' 580.30' 18.01' 21°31'57" 9°52'43" 580.00' 217.97' 3°12'38" 65.00' 0.30' 32.50'
PI PISurvey & Construction \ 949+82.70 287042.89 137833.97
PCSurvey & Construction \ 948+11.65 287171.44 137721.12
PTSurvey & Construction \ 951+49.54 286965.98 137986.75
22°00'01"Lt 6°30'39" 880.00' 337.90' 171.06' 16.47'
PI PISurvey & Construction \ 959+72.13 286596.09 138721.48
TSSurvey & Construction \ 958+55.15 286648.70 138617.00
SCSurvey & Construction \ 959+20.15 286620.91 138675.74
CSSurvey & Construction \ 960+21.94 286593.15 138773.44
STSurvey & Construction \ 960+86.94 286585.89 138838.02
21°43'12"Lt 116.98' 231.80' 440.40' 8.43' 13°15'21" 13°01'18" 440.00' 101.80' 4°13'55" 65.00' 0.40' 32.49'
PI PISurvey & Construction \ 962+24.47 286573.90 138975.03
TSSurvey & Construction \ 961+23.08 286582.74 138874.02
SCSurvey & Construction \ 961+88.08 286575.49 138938.60
17°46'58"Rt 101.39' 201.56' 440.40' 5.76' 9°19'07" 13°01'18" 440.00' 71.56' 4°13'55" 65.00' 0.40' 32.49'
DESIGN
DRAWN
DATE
CHECKED
NAME
TEAM LEADER
ROUTE LOCATION
TRACS NO. OF
SHEET OF
ARIZONA DEPARTMENT OF TRANSPORTATION
ROADWAY DESIGN SECTIONINTERMODAL TRANSPORTATION DIVISION
STATEF.H.W.A.
REGION
ARIZ.
PROJECT NO.SHEET
NO.
TOTAL
SHEETSAS BUILT
9
RT CO MP
PROJECT LOCATION SR 00
H0000 01C PROJECT NUMBER
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
2 2
PROJ. NUMBER
P-07.10
23 17.5 4 8.75 LB28
25 23 17.5 4 8.75 LB TJ may be adjusted to fit condition
23 17.5 8.75
23 LB29
TJ may be adjusted to fit condition
28
1 0
- - -
3
2
1
the text placed for that item
ADOT Standard Line Terminator, typical. LV/CO shall match the LV/CO of
59 2 1 Area Pattern: (Pat1) pattern angle = 45°; pattern delta= 7 working units
1
2
3 43 23 4 CB
4 15 7.5 LB
5 LB
6
Sheet 1 of 2
NOTE : For project related sheets, see Standards P-02.20, P-07.20 & P-08.20
the text placed for that item
Dimension, Extension or Leader Line LV/CO shall match the LV/CO of
LB287
17.5 8.75
14 23 2
1 22 6 11
7.5215
6
SAMPLE PLAN SHEET FOR
PAVEMENT PRESERVATION PROJECT
Reference No. LV/CO= FT= TX= WT= LS= TJ=
GRAPHIC PARAMETERS
Reference No. LV/CO= WT= LC=
Reference No.
USER NOTES
CADD TEXT PARAMETERS
Comments
Comments
Comments
- Text Reference Callout
- Graphic Reference Callout
- User Note Reference Callout
LV - LEVEL
CO - COLOR
FT - FONT
TX - TEXT SIZE
WT - LINE WEIGHT
LS - LINE SPACING
TJ - TEXT JUSTIFICATION
Abbreviations:
using ADOT's Standard Working Units
Units of Measure for 'TX=' and 'LS=' are expressed in feet, (scale - 1"=100')
NO.
1 2
REV.STATE OF ARIZONA
DEPARTMENT OF TRANSPORTATION
APPROVED FOR
DISTRIBUTION
DRAWING NO.
ROADWAY DESIGN SECTION
DRAFTING GUIDES
NO.
3 4
DES
CRIP
TIO
N
OF
RE
VISIO
ND
ES
CRIP
TIO
N
OF
RE
VISIO
N
16'
22'
16'
108'
45'
Vaires
16'
16'
100'
108'
42'
38'
Varies
100'
Existing R/W
Existing R/W
TI UP
West Winslow3
4
1
2
3
4
15
1617
18
Survey \
Ramp B
Survey \
Ramp A
Survey \
Hipkoe Dr
Begin Ramp C Sta 0+00.00 Survey \
End Ramp A Sta 11+41.20 Survey \=
Hipkoe Dr POT Sta 2+14.00 Survey \=
Survey \
Ramp C
Survey \
I-40 WB
Survey \
I-40 EB
Begin Ramp D Sta 0+00.00 Survey \
End Ramp B Sta 17+48.84 Survey \=
Hipkoe Dr POT Sta 6+04.86 Survey \=
Survey \
Ramp D
Link Fence
Existing Chain
Detail L
New Driveway
37.97' Lt Sta 2900+64.12
I-40 WB Survey \
PT Sta 0+00.00=
Begin Ramp A Survey \
34.58' Rt Sta 2924+80.42
I-40 EB Survey \
PT Sta 12+49.38=
End Ramp D Survey \
To Remain
To Remain
Skew 2° Lt
Exst 24"x 99.7' CMP
I-40 WB Sta 2944+48.84
Skew 0°
Ramp D 25.07' Lt Sta 4+74.64 to
Exst 12"x 155' CMP
21.41' Lt 6+29.57
87.44' x 20.00'
New TCE
5
10
PC 0+
44.30
PT 4+
54.99
5 10
PC 5+
37.93
PT 8+
56.72
10
15
PC 8+
22.16
PT 12
+37.11
5
10
PC 5+
95.79
PT 7+
85.21
2900
2905
2910
2915
2920
2925
2900
2905
2910
2915
2920 2
925
CURVE DATA CURVE DATA CURVE DATA CURVE DATA CURVE DATA CURVE DATA
Ext=297.50'
T= 2,870.45'
L= 5,659.02'
R= 13,699.02'
Main Curve
E= 532721.22
N= 1469742.99
PI Sta 2907+16.20
I-40 WB
3
Ext=299.85'
T= 2,893.08'
L= 5,703.64'
R= 13,807.04'
Main Curve
E= 532715.69
N= 1469632.33
PI Sta 2907+48.38
I-40 EB
4
Ext=7.83'
T= 207.87'
L= 414.95'
R= 2,756.86'
Main Curve
E= 532546.97
N= 1469815.35
PI Sta 10+30.03
Ramp B
15
Ext=7.55'
T= 205.71'
L= 410.69'
R= 2,797.31'
Main Curve
E= 532379.25
N= 1470102.39
PI Sta 2+50.01
Ramp A
16
Ext=3.70'
T= 159.51'
L= 318.79'
R= 3,434.77'
Main Curve
E= 533963.47
N= 1470099.40
PI Sta 6+97.44 Ramp A
Ramp C
17
Ext=1.45'
T= 94.74'
L= 189.42'
R= 3,085.66'
Main Curve
E= 533948.31
N= 1469875.10
PI Sta 6+90.53
Ramp D
18
CURVE DATA
Ext=6.92'
T= 91.78'
L= 182.18'
R= 604.85'
Main Curve
E= 533263.91
N= 1469619.50
PI Sta 7+58.62
Hipkoe Dr
36
5
Sta 0+00.00
PC 6+66.84
PT 8+49.02Sta 8+62.05
MP252
MP252
36
1
2
1
1
1
1
32
4
4
3
1
3
3
1
5
1
7
Sta 2900+00 to 2925+00
PLAN SHEET
ST
D P-07.1
0
Detail J (Typ)
New Sidewalk Ramps
Detail J (Typ)
New Sidewalk Ramps
To Remain (Typ)
DESIGN
DRAWN
DATE
CHECKED
NAME
TEAM LEADER
ROUTE LOCATION
TRACS NO. OF
SHEET OF
ARIZONA DEPARTMENT OF TRANSPORTATION
ROADWAY DESIGN SECTIONINTERMODAL TRANSPORTATION DIVISION
STATEF.H.W.A.
REGION
ARIZ.
PROJECT NO.SHEET
NO.
TOTAL
SHEETSAS BUILT
9
RT CO MP
PROJECT LOCATION SR 00
H0000 01C PROJECT NUMBER
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
2 2
PROJ. NUMBER
1 22 6 - LC
28 4 0
1 22 2 - LC
1 22 6 - LB
23
23
23
15 2
215
7.5
7.5
LB
LB21
17.5 4 8.75 LB
1 0
28 4 0
- - -
23
RURAL UNDIVIDED ROADWAYP-07.20
4
3
2
1
7
6
5
4
3
2
1
2
1
29
30
25 15 2 7.5 CB
ADOT Standard Line Terminator; modify scale 4 times larger
the text placed for that item
ADOT Standard Line Terminator, typical. LV/CO shall match the LV/CO of
See Std P-00.30 for graphic representation of pipe
5 59 2 1
21
28
the roadway centerline, depending upon centerline position
Area pattern is for new AC pavement. Pattern angle may be modified to 45° from
28
Area Pattern: (Pat1) pattern angle = 45°; pattern delta= 7 working units
Sheet 1 of 2
NOTE : For project related sheets, see Standards P-02.20, P-07.21 & P-08.20
SAMPLE PLAN SHEET FOR
the text placed for that item
Dimension, Extension or Leader Line LV/CO shall match the LV/CO of
Reference No. LV/CO= FT= TX= WT= LS= TJ=
GRAPHIC PARAMETERS
Reference No. LV/CO= WT= LC=
Reference No.
USER NOTES
CADD TEXT PARAMETERS
Comments
Comments
Comments
- Text Reference Callout
- Graphic Reference Callout
- User Note Reference Callout
LV - LEVEL
CO - COLOR
FT - FONT
TX - TEXT SIZE
WT - LINE WEIGHT
LS - LINE SPACING
TJ - TEXT JUSTIFICATION
Abbreviations:
using ADOT's Standard Working Units
Units of Measure for 'TX=' and 'LS=' are expressed in feet, (scale - 1"=100')
NO.
1 2
REV.STATE OF ARIZONA
DEPARTMENT OF TRANSPORTATION
APPROVED FOR
DISTRIBUTION
DRAWING NO.
ROADWAY DESIGN SECTION
DRAFTING GUIDES
NO.
3 4
DES
CRIP
TIO
N
OF
RE
VISIO
ND
ES
CRIP
TIO
N
OF
RE
VISIO
N
New R/W
20'
FFC
CF
C
F
F
FF C
C
F CC
C CF
FC
+60
+80
26'
+20
+40
+50
54'F
2
1
+20
51'
3
New R/W
New R/W
N 45 35'52" E
Exst R/W
1
1
2
ST
D P-07.2
0
Exst R/W
2
7
2
7
5
3
2
2
1
390
2
395
400
405
410
415
2
3
1
2
7
2
ST 392
+53.21
6
2
4
4
F
F
C
New TCE
360' Taper Lt & Rt
32'
New R/W
38'
150'
150'
32'
460' Taper Lt & Rt
+30
64'
5
5
5
7
Sta 390+00 to 415+00
PLAN SHEET
2
7BEGIN PROJECT BP-063-2-310
STA 395+00
2
2
200'
200' 20'
20' to 26' Rt
32' to 38' Lt
+20
52'
+05
72'
5
1
2
1
3
4
Std C-12.10
Wire Game Fence
2,550 Lin Ft New Barbed
Lt Sta 395+00 to 415+00
Survey & Cst \
Dtl A
2,571 Lin Ft New Game Fence
Rt Sta 395+00 to 415+00
26' to 20' Rt
38' to 32' Lt
50'R (Typ)
Std C-12.10
New Type 2 Gate
Lt Sta 397+44
Std C-05.10
Embankment Curb
530 Lin Ft New Concrete
Lt Sta 399+20 to 404+50
Std C-05.10
Embankment Curb
345 Lin Ft New Concrete
Lt Sta 410+75 to 414+20
Std C-05.10
Embankment Curb
110 Lin Ft New Concrete
Rt Sta 410+10 to 411+20
Std C-05.10
Embankment Curb
120 Lin Ft New Concrete
Rt Sta 402+10 to 403+30
Std C-12.10
110 Lin Ft New Flood Gate
Lt Sta 412+10 to 413+20
Std C-12.10
160 Lin Ft New Flood Gate
Rt Sta 412+02 to 413+62
County
Road Sta 20+
00
N 1170816.21
E 558537.61
US 95 Sta 405+
94 =
To Remain
Skew 32° Lt
Exst 72" x 236' CMP
Sta 393+32
7
Std C-11.10
HS-10,
New 7 Unit Cattle Guard
Std C-06.10
Type A
40'x 112' New ACTO
Lt Sta 406+00
Std C-05.10
Embankment Curb
90 Lin Ft New Concrete
Rt Sta 412+15 to 413+05
DESIGN
DRAWN
DATE
CHECKED
NAME
TEAM LEADER
ROUTE LOCATION
TRACS NO. OF
SHEET OF
ARIZONA DEPARTMENT OF TRANSPORTATION
ROADWAY DESIGN SECTIONINTERMODAL TRANSPORTATION DIVISION
STATEF.H.W.A.
REGION
ARIZ.
PROJECT NO.SHEET
NO.
TOTAL
SHEETSAS BUILT
9
RT CO MP
PROJECT LOCATION SR 00
H0000 01C PROJECT NUMBER
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
2 2
PROJ. NUMBER
P-07.25RURAL UNDIVIDED ROADWAY
1
2
3
4
5
6
7
23 15 2 7.5 LB
39 23 17.5 4 8.75 LB
1 22 6 11 LC
19 23 15 2 7.5 LB
28 1 22 6 11 CB
28 23 17.5 4 8.75 LB
25 23 17.5 4 8.75 CB
8 23 17.5 4 8.75 LB
23 17.5 4 8.75 LB
23 17.5 4 8.75 LB
9
10
62 23 15 2 7.5 LB
TJ is LB unless otherwise shown
11
12 62 1 6 - CB
62 23 15 2 7.5 LB13
1
2
3
1 0
4 0
36
3 035
16 1 3
48
5 59 1 0
6 27 6 0
38 3 07
1
20
See Std P-00.70 for Profile Sheet Overlay
See Stds P-00.60 & P-00.61 for Dimension & Leader Line Layout2
14
30
TJ is LB unless otherwise shown
Use data fields supplied with cell
is recommended to enhance the clarity of certain plan sheets, the use of this process is optional.
The subdued background shown can be produced by using a modified pen table. While this procedure
30
28
NOTE: For project related sheets, see Standards P-05.10 & P-05.25
23 15 2 7.5 LB14 29
3
Sheet 1 of 2
SAMPLE PLAN & PROFILE SHEET FOR
the text placed for that item
Dimension, Extension or Leader Line LV/CO shall match the LV/CO of
15 14 23 LB17.5 4 8.75
16 29 23 17.5 4 8.75 LB
Reference No. LV/CO= FT= TX= WT= LS= TJ=
GRAPHIC PARAMETERS
Reference No. LV/CO= WT= LC=
Reference No.
USER NOTES
CADD TEXT PARAMETERS
Comments
Comments
Comments
- Text Reference Callout
- Graphic Reference Callout
- User Note Reference Callout
LV - LEVEL
CO - COLOR
FT - FONT
TX - TEXT SIZE
WT - LINE WEIGHT
LS - LINE SPACING
TJ - TEXT JUSTIFICATION
Abbreviations:
using ADOT's Standard Working Units
Units of Measure for 'TX=' and 'LS=' are expressed in feet, (scale - 1"=100')
NO.
1 2
REV.STATE OF ARIZONA
DEPARTMENT OF TRANSPORTATION
APPROVED FOR
DISTRIBUTION
DRAWING NO.
ROADWAY DESIGN SECTION
DRAFTING GUIDES
NO.
3 4
DES
CRIP
TIO
N
OF
RE
VISIO
ND
ES
CRIP
TIO
N
OF
RE
VISIO
N
EQ
UA
TIO
N
4010
20'
150' New R/W
765
1900' VC
+2.4545
%
-2.8666%
300' VC
4000
3990
4020
4030
4040
4050
4060
4020
4040
4060
4010
4050
4030
Q
HW
100
100
=15.3 CFS
EQUATION
ST
D P-07.2
5Q25 =9.7 CFS
HW25
2
N 80°53'38" E
N 89°53'38" E
BE
1
7
9
HW
100Q =18.7 CFS
100
=14.6 CFS25
HW25
Q
HW
100Q
100
25
HW25
Q =20.4 CFS
=24.6 CFS
=4010.51
=4022.85
ewN
500'Crown Ditch Rt01.30-C dtS
+50
+50
1
3
4
7
6
6
6
6
6
11
12
12
2
13
5
6
1
1
1
2
3
1
1
5
6
7
1
6
ST 773+
51.
77
Bk=
POT 774+
49.94
Ahd
Elev=4018.21
70' Rt US 89A Sta 772+39
†" Iron Pin
BM 76.2
CS 771+
11.77
SC 766+
16.91
TS 763
+76.91
Elev=4054.47
67' Lt US 89A Sta 758+26.5
Stamped D-493 1982
3" NGS BC in Rock
BM 74.8
Elev=4032.14
37.1' Lt US 89A Sta 767+20.6
†" Iron Pin
BM 75.7
New R/W
8
750 755 760 765
770 775
ST 773
+51.77
Bk=
PO
T 774+
49.94
Ahd
1
Corr=
+0.87'
Ele
v=
4017.55
PI
772
+01.77
Corr=-12.64
Ele
v=
4052.00
PI
760+
00
=4036.34
=4001.64
=4031.08
=4019.98
New TCE
10
9
SDs=878.00'
2
PE
20' 10
0'
100'
20'
100'
100'
20'
PC 752
+19.63
PT 758+
19.63
2
4
770
750
Existing Groundline
+51.77
Sta 750+00 to 775+00
PLAN AND PROFILE
775
Main Curve
PI Sta 755+20.25
Ext=11.81'
CURVE DATA
?=9°00'00" Rt
L=600.00'
Super=0.041$
R=3,819.72'
T=300.62'
D=1°30'00"
14
8
6
-0.5600%
760
Finished \ Grade
2
2
1
2
2
2
8
10
hSD =981'
1
CB
Std C-06.10
Type A, R=25'
New 20'x 80' ACTO
Lt Sta 768+55
Survey & Cst \
15
16
Existing US 89A
5
Main Curve Spiral CurveTotal Curve
CURVE DATA
?=4°48'00"
o=1.68'
t=119.97'
a=1}
L=240.00' D=4°00'00"
Super=0.060$
R=1,432.39'
?=19°47'40"
L=494.86'
T=496.12'
Ext=50.19'
R+o=1,434.07'
L=974.86'
?=29°23'40" Lt
PI Sta 768+73.03N 141605.58
E 512168.64
5
5
6
6
Std C-12.10
New 14' Gate, Type 1,
Std C-11.20
New 3 Unit CG
Std C-12.10
Fence
2,367 Lin Ft New BW Game
Lt Sta 750+00 to 775+00
Existing 24"x 52" CMP
Sta 751+14
Dtl C
Cap & Fill Remove
Existing 24"x 52" CMP
Lt Sta 761+75
Remove
Std C-12.10
Fence
2,535 Lin Ft New BW Game
Rt Sta 750+00 to 775+00
6,000 Lin Ft Exst BW Game Fence
Lt & Rt Sta 750+00 to 780+00
Std C-03.10
10:1 Slope (Typ), Elev=4013.50
10'X 3'X 25'New Dike
24' Lt, Sta 772+71, 8
DESIGN
DRAWN
DATE
CHECKED
NAME
TEAM LEADER
ROUTE LOCATION
TRACS NO. OF
SHEET OF
ARIZONA DEPARTMENT OF TRANSPORTATION
ROADWAY DESIGN SECTIONINTERMODAL TRANSPORTATION DIVISION
STATEF.H.W.A.
REGION
ARIZ.
PROJECT NO.SHEET
NO.
TOTAL
SHEETSAS BUILT
9
RT CO MP
PROJECT LOCATION SR 00
H0000 01C PROJECT NUMBER
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
2 2
PROJ. NUMBER
1
2
3
4
5
6
7
8
9
10
11
12
13
28
25
45
30
10
29
3
12
1
23
23
23
23
23
1
23
23
23
23
23
23
23
15
23 15
15
15
17.5
17.5
17.5
17.5
17.5
17.5
17.5
2
2
2
2
2
4
4
4
4
2
4
4
4
7.5
7.50
7.5
7.5
7.5
8.75
8.75
8.75
8.75
8.75
8.75
8.75
LC
LB
LB
LB
LB
LB
LB
LB
LB
CB
LB
CB
TJ is LB unless otherwise shown
TJ is LB unless otherwise shown
1
2
1 0
-- -
21
P-07.30URBANIZED AREA ROADWAY
SAMPLE PLAN SHEET FOR
28 22 6 11
of the text placed for that item
ADOT Standard Line Terminator, typical. LV/CO shall match the LV/CO
29
LT
19 15 2 7.5
30
24
30 23 LB
LT
NOTE: For project related sheets, see Standards P-02.30, P-02.31, P-08.30, P-12.20, & P-13.20
14
15
16
41
15
15 7.5
TJ is LB unless otherwise shown
Sheet 1 of 2
the text placed for that item
Dimension, Extension or Leader Line LV/CO shall match the LV/CO of
17.5 4 8.75 LT
Reference No. LV/CO= FT= TX= WT= LS= TJ=
GRAPHIC PARAMETERS
Reference No. LV/CO= WT= LC=
Reference No.
USER NOTES
CADD TEXT PARAMETERS
Comments
Comments
Comments
- Text Reference Callout
- Graphic Reference Callout
- User Note Reference Callout
LV - LEVEL
CO - COLOR
FT - FONT
TX - TEXT SIZE
WT - LINE WEIGHT
LS - LINE SPACING
TJ - TEXT JUSTIFICATION
Abbreviations:
using ADOT's Standard Working Units
Units of Measure for 'TX=' and 'LS=' are expressed in feet, (scale - 1"=100')
NO.
1 2
REV.STATE OF ARIZONA
DEPARTMENT OF TRANSPORTATION
APPROVED FOR
DISTRIBUTION
DRAWING NO.
ROADWAY DESIGN SECTION
DRAFTING GUIDES
NO.
3 4
DES
CRIP
TIO
N
OF
RE
VISIO
ND
ES
CRIP
TIO
N
OF
RE
VISIO
N
6"6"
6"
3"3" 3"
4" 4"
4"
4"
4"
12"12"
12"
10"
12"
WV
WV
12"
12"
10"
12" WM WM
1"
WV
WM
4"
GV
4"
WV
1"
2"
GM
G
FH
WM
S 89°09'31"
W
19
1116
30' DC
+28
32'
40'
45'
32'
40'
48'
N 0°56'21" W
+61.73
21
GV
WV
12"
+69.85
30' DC
+00
+60
25' DC
New TCE
50'
New TCE New TCE
Existing EP25' DC 30' DC
+15
+75
28' DC
+78
1117
1118
1119
1120
S 89°44'56"
EN 0°58'17" W
Existing EP
32'
32'
40'
40'
48'
45'
24' 24'
New TCE+37.88
+38.09
24' 24'
Existing Sidewalk
Sta 1115+00 to 1120+00
PLAN SHEET
ST
D P-07.3
0
+63.11
New TCE
1
2
3
3
4
4
6
7
2
4
2
1
1
12
21
2New R/W
1Stamped AHD
Fnd Brass Cap Set In Concrete
PI Sta 1116+17.00 (Survey \)
`=0°01'56" Rt
POT Sta 1116+17.00 (Cst & Survey \)=
Section ‚ Corner Sta 20+00 (28th St)=̀01°05'33" Lt
2
11
New TCE
5New R/W
+60.68
+62.89
3"
6"
Existing R/W
8
4
+71.14
N 89°03'39"
E
1115
13
16
Remove Within R/W
121.11
FLOOR ELEV.
PSWPPSWP 14" 14"
Pole Base
Existing Conc Light
Remove
4
7
Pole Base
Existing Conc Light
Remove
9
8
+74.53
+91.65
33.98'
Lt
45.36'
Lt
34.35'
Lt
46.17'
Lt
+45.11
+58.91
34.31'
Rt
45.95'
Rt
+73.05
+87.16
New Sidewalk Ramp
Std C-05.30
Type B (Typ)
+45.43
+59.77
45.65'
Rt
34.41'
Rt
28th Street Survey \ Sta 20+00
US 95 Survey \ Sta 1115+99.18=28th Street Cst \ Sta 20+00
US 95 Survey & Cst \ Sta 1116+17=
US 95 Survey & Cst \
28th Str
eet
Cst \
28th Str
eet
Survey \
US 95 Survey & Cst \
30'R (Typ)
Std C-05.20
3' Concrete Sidewalk
New 40 Sq Ft
Existing Concrete Curb
Rt Sta 116+10 to Sta 1118.64
30 Lin Ft Existing Wood Fence
70' Rt Sta 115+12
40'Rt Sta 115+12 to
Remove
Std C-05.10
Type A, h=7"
152 Lin Ft New Conc Single Curb
Rt Sta 1117+15 to 1118+64
Remove
DESIGN
DRAWN
DATE
CHECKED
NAME
TEAM LEADER
ROUTE LOCATION
TRACS NO. OF
SHEET OF
ARIZONA DEPARTMENT OF TRANSPORTATION
ROADWAY DESIGN SECTIONINTERMODAL TRANSPORTATION DIVISION
STATEF.H.W.A.
REGION
ARIZ.
PROJECT NO.SHEET
NO.
TOTAL
SHEETSAS BUILT
9
RT CO MP
PROJECT LOCATION SR 00
H0000 01C PROJECT NUMBER
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
2 2
PROJ. NUMBER
1
2
3
4
5
6
7
28
25
45
30
1
23
23
23
23
23
1
17.5
17.5
17.5
17.5
4
4
4
4
2
8.75
8.75
8.75
8.75
LC
LB
LB
LB
CB
LB
CB
TJ is LB unless otherwise shown
TJ is LB unless otherwise shown
1
2
1 0
-- -
URBANIZED AREA ROADWAY
SAMPLE PLAN SHEET FOR
28 22 6 11
of the text placed for that item
ADOT Standard Line Terminator, typical. LV/CO shall match the LV/CO
19 15 2 7.5
NOTE: For project related sheets, see Standards P-02.30, P-02.31, P-08.30, P-12.20, & P-13.20
15 7.5
Sheet 1 of 2
the text placed for that item
Dimension, Extension or Leader Line LV/CO shall match the LV/CO of
P-07.31
29
Reference No. LV/CO= FT= TX= WT= LS= TJ=
GRAPHIC PARAMETERS
Reference No. LV/CO= WT= LC=
Reference No.
USER NOTES
CADD TEXT PARAMETERS
Comments
Comments
Comments
- Text Reference Callout
- Graphic Reference Callout
- User Note Reference Callout
LV - LEVEL
CO - COLOR
FT - FONT
TX - TEXT SIZE
WT - LINE WEIGHT
LS - LINE SPACING
TJ - TEXT JUSTIFICATION
Abbreviations:
using ADOT's Standard Working Units
Units of Measure for 'TX=' and 'LS=' are expressed in feet, (scale - 1"=100')
NO.
1 2
REV.STATE OF ARIZONA
DEPARTMENT OF TRANSPORTATION
APPROVED FOR
DISTRIBUTION
DRAWING NO.
ROADWAY DESIGN SECTION
DRAFTING GUIDES
NO.
3 4
DES
CRIP
TIO
N
OF
RE
VISIO
ND
ES
CRIP
TIO
N
OF
RE
VISIO
N
Varies
SP
SP
SP SP
SP
SP
SP
SP
T
JT
UTIL
JT
UTIL
JT
UTIL
JT
UTIL
JT
UTIL
JT
UTIL
JT
UTIL
JT
UTIL
Exst R/W
New R/W
Mid-Section Line
Bethany Home Rd Cst \
85'
97'
Varies
Varies
37'
25'
14'
14'
60'
60'
58'
58'
26'
14'
Varies
Varies
Varies
Varies
25'
37'
103
115
102
113
116
106
102
109
N 00°10'24" E
N 01°20'35" E
N 04°31'27" W
303L Cst \
West Channel
+50
+00
114
+34
Exst Edge of Pavement
117 118
Limit of Construction
Property Line40' Adaman Future
New R/W
Exst R/W
Dwg No. C-8.12
See Gore Staking
N 09°46'08" E
S 89°39'25"
E
10:1
545
550
555
20
15
20
P
ST
D P-07.3
1
3
2
1
3
5
2
7
4
4
1
1
7
6
4
2
2
1
5
4
2
3
Bethany Home Rd Cst \ Sta 17+88.08
End Bethany Home Rd Ramp A Cst \ Sta 28+37.89=
Bethany Home Rd Cst \ Sta 18+00.00
Begin Bethany Home Rd Ramp C Cst \ Sta 10+00.00=
Dwg No C-8.11
See Gore Staking
Sleeve Location Plan
See Irrigation Pipe
Bethany Home Rd Cst \ Sta 22+00.04
End Bethany Home Rd Ramp B Cst \ Sta 29+68.34=
Bethany Home Rd Cst \ Sta 22+12.00
Begin Bethany Home Rd Ramp D Cst \ Sta 10+00.00=
14'
Rt
Taper
26'
Rt
8'
Rt
Taper
Dwg No C-8.05
Ramp C Cst \
Bethany Home Rd
See Dwg No. C-8.07
Bethany Home Rd Ramp D Cst \
Sta 544+00 to 558+00
PLAN SHEET
Nose of Gore Control Point
Sta 22+51.47, Bethany Home Rd Ramp D Cst \
100.50' Rt, Sta 557+79.48, 303L Cst \ =
Back of Gore
117.51' Lt, Sta 557+38.58, 303L Cst \
11.50' Rt, Sta 22+32.63, Bethany Home Rd Ramp C Cst \ =
Back of Gore
97.50' Rt, Sta 556+59.97, 303L Cst \
11.50' Lt, Sta 21+33.47, Bethany Home Rd Ramp D Cst \ =
DESIGN
DRAWN
DATE
CHECKED
NAME
TEAM LEADER
ROUTE LOCATION
TRACS NO. OF
SHEET OF
ARIZONA DEPARTMENT OF TRANSPORTATION
ROADWAY DESIGN SECTIONINTERMODAL TRANSPORTATION DIVISION
STATEF.H.W.A.
REGION
ARIZ.
PROJECT NO.SHEET
NO.
TOTAL
SHEETSAS BUILT
9
RT CO MP
PROJECT LOCATION SR 00
H0000 01C PROJECT NUMBER
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
2 2
PROJ. NUMBER
1
2
3
4
5
62
28
23
23
23
1
1
15
17.5
17.5
22
2
4
4
6
6
7.5
-
8.75
8.75
LB
LB
LB
21 23 15 2 7.5
TJ=LT if text string is placed under text line
1
2
3
4
5
6
7
8
9
10
20
28
28
59
38
27
- - -
1
1
1
1
3
3
4
4
6
3
0
0
0
0
0
0
0
5
39
13
48
62 1 2 -
TJ=CT if text string is placed under text line
CC
CC
2
1 See Std P-00.70 for Profile Sheet Overlay
20
20
6
8
11
28 17.5 8.7523 4 LB7
RURAL UNDIVIDED ROADWAYP-08.20
ADOT Standard Line Terminator; modify scale 4 times larger
the text placed for that item
ADOT Standard Line Terminator, typical. LV/CO shall match the LV/CO of
Double Line Terminators are shown for continuation on an adjacent sheet
Use data fields supplied with cell and change weight
Use data fields supplied with cell
62
28
LB
CB
Sheet 1 of 2
NOTE: For project related sheets, see Standards P-02.20, P-07.20 & P-07.21
SAMPLE PROFILE SHEET FOR
of the text placed for that item
Dimension, Extension or Leader Line LV/CO shall match the LV/CO
Reference No. LV/CO= FT= TX= WT= LS= TJ=
GRAPHIC PARAMETERS
Reference No. LV/CO= WT= LC=
Reference No.
USER NOTES
CADD TEXT PARAMETERS
Comments
Comments
Comments
- Text Reference Callout
- Graphic Reference Callout
- User Note Reference Callout
LV - LEVEL
CO - COLOR
FT - FONT
TX - TEXT SIZE
WT - LINE WEIGHT
LS - LINE SPACING
TJ - TEXT JUSTIFICATION
Abbreviations:
using ADOT's Standard Working Units
Units of Measure for 'TX=' and 'LS=' are expressed in feet, (scale - 1"=100')
NO.
1 2
REV.STATE OF ARIZONA
DEPARTMENT OF TRANSPORTATION
APPROVED FOR
DISTRIBUTION
DRAWING NO.
ROADWAY DESIGN SECTION
DRAFTING GUIDES
NO.
3 4
DES
CRIP
TIO
N
OF
RE
VISIO
ND
ES
CRIP
TIO
N
OF
RE
VISIO
N
390 395 400 405
BM #41-100.0' Rt \ Sta 409+70 BM #40-100.0' Rt \ Sta 400+00 1
23
ST
D P-08.2
0
†" IP&G Elev=434.51 †" IP&G Elev=470.47
H0000 01 C
-3.4375 %
1200' VC
PI
403
+00.00
1000' VC
8
4
7
2
1
53
1
4
5
8
10
4
6
9
7
3
Ele
v=
430.00
Corr=
+3.95'
480
470
460
450
440
430
420
410
400
390
430
440
450
460
470
480
420
410
400
390
415410
Q
HW
=165.0 CFS50
50 =397.62
Q
HW
=188.0 CFS
=430.07
Q
HW
= 32.0 CFS50
50 =396.89
Q
HW
= 43.0 CFS100
100=412.19
Q
HW
= 301 CFS
=412.19
Q
HW
= 279 CFS50
50 =399.34
4
Q
HW
=120.0 CFS50
50 =442.24
Q
HW
=139.0 CFS100
100=454.67
6
8
BEGIN PROJECT BP-063-2-310
STA 395+00
Sta 390+00 to 415+00
PROFILE SHEET
Existing Groundline
7
-0.2778 %
Finished \ Grade
SD =1263'
Existing \ Grade
1
2
h
100
100
100
100
-3.4375 %
DESIGN
DRAWN
DATE
CHECKED
NAME
TEAM LEADER
ROUTE LOCATION
TRACS NO. OF
SHEET OF
ARIZONA DEPARTMENT OF TRANSPORTATION
ROADWAY DESIGN SECTIONINTERMODAL TRANSPORTATION DIVISION
STATEF.H.W.A.
REGION
ARIZ.
PROJECT NO.SHEET
NO.
TOTAL
SHEETSAS BUILT
9
RT CO MP
PROJECT LOCATION SR 00
H0000 01C PROJECT NUMBER
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
2 2
PROJ. NUMBER
P-08.30
1
2
3
62
28
62
1
23
23
17.5
15
6
4
2
11
8.75
7.5
CB
LB
LB
1
2
3
4
1
- - -
20 1 3
0627
1
2
3
See Std P-00.70 for Profile Sheet Overlay
FOR URBANIZED AREA
20
See Stds P-00.60 & P-00.61 for Dimension & Leader Line Layout
SAMPLE ROADWAY PROFILE SHEET
5 59 1 0
the text placed for that item
ADOT Standard Line Terminator; typical. LV/CO shall match the LV/CO of
NOTE: For project related sheets, see Standards P-02.30, P-02.31, P-07.30, P-12.20 & P-013.20
placed for that item
Dimension or Leader Line LV/CO shall match the LV/CO of the text
Double Line Terminators are shown for continuation on the adjacent sheet
4 45 23 4 8.75 LB17.5
6 44 3 0
Sheet 1 of 2
Reference No. LV/CO= FT= TX= WT= LS= TJ=
GRAPHIC PARAMETERS
Reference No. LV/CO= WT= LC=
Reference No.
USER NOTES
CADD TEXT PARAMETERS
Comments
Comments
Comments
- Text Reference Callout
- Graphic Reference Callout
- User Note Reference Callout
LV - LEVEL
CO - COLOR
FT - FONT
TX - TEXT SIZE
WT - LINE WEIGHT
LS - LINE SPACING
TJ - TEXT JUSTIFICATION
Abbreviations:
using ADOT's Standard Working Units
Units of Measure for 'TX=' and 'LS=' are expressed in feet, (scale - 1"=100')
NO.
DES
CRIP
TIO
N
OF
RE
VEISIO
N
1 2
REV.STATE OF ARIZONA
DEPARTMENT OF TRANSPORTATION
APPROVED FOR
DISTRIBUTION
DRAWING NO.
ROADWAY DESIGN SECTION
DRAFTING GUIDES
NO.
DES
CRIP
TIO
N
OF
RE
VEISIO
N
3 4
TRACS NO.
120
122 122
120
121 121
121 121
119119
119 119
Sta 1115+00 to 1120+00
PROFILE SHEET
ST
D P-08.3
0
1
2
1115
1120
1116 1117 1118
1119
+0.1125%
400' VC
Lt Gutter Control Grade
Rt Gutter Control Grade
400' VC
+0.1125%
400' VC
+0.1137%
Existing \ Grade
Finished \ Grade
400' VC
2
2
4
4
1
1
1
2
1
1
1
4
1
3
3
3
4 3
3
5
5
Existing Groundline 30' Rt
Existing Groundline 30' Lt
Begin
Curb
Return
End
Curb
Return
Begin
Curb
Return
End
Curb
Return
2
Begin
Curb
Return
Begin
Curb
Return
End
Curb
Return
End
Curb
Return
6
400' VC
400' VC
28th Str
eet
Cst \
28th Str
eet
Cst \
28th Str
eet
Cst \
Ele
v=
120.49
Sta 1115+
61.73
Ele
v=
119.29
Sta 20+
63.11
Ele
v=
119.34
Sta 20+
60.68
Ele
v=
120.60
Sta 1116+
69.85
Ele
v=
120.49
Sta 1115+
62.89
Ele
v=
119.31
Sta 19+
38.09
Ele
v=
119.31
Sta 19+
37.88
Ele
v=
120.61
Sta 1116+
71.14
DESIGN
DRAWN
DATE
CHECKED
NAME
TEAM LEADER
ROUTE LOCATION
TRACS NO. OF
SHEET OF
ARIZONA DEPARTMENT OF TRANSPORTATION
ROADWAY DESIGN SECTIONINTERMODAL TRANSPORTATION DIVISION
STATEF.H.W.A.
REGION
ARIZ.
PROJECT NO.SHEET
NO.
TOTAL
SHEETSAS BUILT
9
RT CO MP
PROJECT LOCATION SR 00
H0000 01C PROJECT NUMBER
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
2 2
PROJ. NUMBER
28 23 17.5 4 8.75 LB
P-12.15FOR URBAN FREEWAY CROSSROAD
1
1 48 3 0
2 27 3 0
SAMPLE STORM DRAIN PLAN SHEET
plan sheet
New Centerline shall be a weight of 3 only when shown on Storm Drain
NOTE: For project related sheet, see Standard P-13.15
3 38 3 0
Sheet 1 of 2
Reference No. LV/CO= FT= TX= WT= LS= TJ=
GRAPHIC PARAMETERS
Reference No. LV/CO= WT= LC=
Reference No.
USER NOTES
CADD TEXT PARAMETERS
Comments
Comments
Comments
- Text Reference Callout
- Graphic Reference Callout
- User Note Reference Callout
LV - LEVEL
CO - COLOR
FT - FONT
TX - TEXT SIZE
WT - LINE WEIGHT
LS - LINE SPACING
TJ - TEXT JUSTIFICATION
Abbreviations:
using ADOT's Standard Working Units
Units of Measure for 'TX=' and 'LS=' are expressed in feet, (scale - 1"=100')
NO.
DES
CRIP
TIO
N
OF
RE
VEISIO
N
1 2
REV.STATE OF ARIZONA
DEPARTMENT OF TRANSPORTATION
APPROVED FOR
DISTRIBUTION
DRAWING NO.
ROADWAY DESIGN SECTION
DRAFTING GUIDES
NO.
DES
CRIP
TIO
N
OF
RE
VEISIO
N
3 4
1
CB
3
CB 5
CB
7
CB
9
CB
8
CB
6
CB
2
CB
4
CB
3
5
7
9
8
6 4
2
11
12
10
10
CB
12
CB
11
CB
McDowell Road Cst \
1
2
1
2
2
ST
D P-12.1
5
33
STORM DRAIN PLAN SHEET
McDOWELL RD
Ra
mp
A
Cst \
Ra
mp
C
Cst \
Ra
mp
D
Cst \
Ra
mp
B
Cst \
DESIGN
DRAWN
DATE
CHECKED
NAME
TEAM LEADER
ROUTE LOCATION
TRACS NO. OF
SHEET OF
ARIZONA DEPARTMENT OF TRANSPORTATION
ROADWAY DESIGN SECTIONINTERMODAL TRANSPORTATION DIVISION
STATEF.H.W.A.
REGION
ARIZ.
PROJECT NO.SHEET
NO.
TOTAL
SHEETSAS BUILT
9
RT CO MP
PROJECT LOCATION SR 00
H0000 01C PROJECT NUMBER
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
2 2
PROJ. NUMBER
FOR URBAN FREEWAY MAINLINE
1
2
3
4
See Std P-00.70 for Profile Sheet Overlay
Show slope in feet per foot to 4 decimal places
See Std P-00.61 for Leader Line Layout
SAMPLE STORM DRAIN PROFILEP-13.10
Show elevations to 2 decimal places
1
2
3
39
62
14
1
23
23
17.5
15
4
6
2
8.75
11
7.5
LB
LB
CB
1
2
3
38
13 1 5
3 0
01
20
NOTE: Do not use Line Terminators to callout elevations
NOTE: For project related sheet, see Standard P-12.10
Sheet 1 of 2
the text placed for that item
Dimension, Extension or Leader Line LV/CO shall match the LV/CO of
Reference No. LV/CO= FT= TX= WT= LS= TJ=
GRAPHIC PARAMETERS
Reference No. LV/CO= WT= LC=
Reference No.
USER NOTES
CADD TEXT PARAMETERS
Comments
Comments
Comments
- Text Reference Callout
- Graphic Reference Callout
- User Note Reference Callout
LV - LEVEL
CO - COLOR
FT - FONT
TX - TEXT SIZE
WT - LINE WEIGHT
LS - LINE SPACING
TJ - TEXT JUSTIFICATION
Abbreviations:
using ADOT's Standard Working Units
Units of Measure for 'TX=' and 'LS=' are expressed in feet, (scale - 1"=100')
NO.
1 2
REV.STATE OF ARIZONA
DEPARTMENT OF TRANSPORTATION
APPROVED FOR
DISTRIBUTION
DRAWING NO.
ROADWAY DESIGN SECTION
DRAFTING GUIDES
NO.
3 4
DES
CRIP
TIO
N
OF
RE
VISIO
ND
ES
CRIP
TIO
N
OF
RE
VISIO
N
ST
D P-13.1
0
Sta 1030+00 to 1045+00
STORM DRAIN PROFILE SHEET
EAST PAPAGO MAINLINE
158
CB
129S=0.0186$
18"x72'
154
CB
1130
1125
10351030
160
CB
131S=0.0183$
18"x72'
156
CB
1130
1135
1125
Sta 1032
+05
0'
Lt
Med
Sta 1034+
30
0'
Lt
Med
1135
1130
1125
Sta 1036+
50
0'
Lt
Med
Sta 1038+
50
0'
Lt
Med
1140
1130
1135
Slotted Drain
155
CB
Sta 1033
+45
69'
Rt
Med
159
CB
1135
1130
1125
1140
1135
1130
153
CB
Sta 1030+
40
69'
Rt
Med
Sta 1041+
41
0'
Lt
Med
162
CB
161
CB
Exst 18" Pipe
Exst 36" Pipe
1140
1135
1130
1125
Detail W
Concrete Collar
Vertical135
Detail W
Concrete Collar
166
CB
Sta 5+
39
8'
Rt
Ra
mp '
B'
Sta 5+
05
8'
Lt
Ra
mp '
A'
13636"x6'
S=0.0283$
13824"x46'
S=0.0207$
Sta 1036+
50
69'
Rt
Med
157
CB
165
CB
164
CB
Sta 1042
+72
0'
Lt
Med
Sta 1042
+72
69'
Rt
Med
Slotted Drain
18"x30'
Slotted Drain
18"x20'
Sta 1038+
50
71'
Rt
Med
161
CB
Sta 5+
39
8'
Rt
Ra
mp '
B'
163
CB
141S=0.0160$
24"x496'
164
CB Sta 1042+72
69' Rt Med
1135
1145
1140
12824"x304'
S=0.0050$
1
1
1
2
2
1
1
2
4
1
1
1
1
2
2
2
1
1
1
1
3
1
2
2
2
1145
1140
1135
1145
1140
1135
1130 1130
1135 1135
1140 1140
36"x4'
Ele
v=
1139.29
3
3
Invert Elev=1126.92
Invert
Ele
v=
1126.42
Invert Elev=1128.43
Invert Elev=1129.94
24"x304'130
S=0.0050$
2
Invert Elev=1128.43
2Invert Elev=1129.94
13224"x200'
S=0.0051$
Invert Elev=1130.93
2
13724"x158'
S=0.0169$
Invert Elev=1132.68
3
Invert
Ele
v=
1136.00
Invert
Ele
v=
1135.11
Elev=1136.00
Invert
139S=0.0203$
24"x70'
S=0.0196$140
18"x118'
Invert Elev=1132.68
Invert Elev=1129.52
Invert Elev=1130.61
Invert Elev=1129.35Invert Elev=1128.24
12730"x304'
S=0.0050$
18"x72'133
S=0.0186$1
Invert
Ele
v=
1131.67
Invert Elev=1130.44
4
1
Invert
Ele
v=
1133.28
18"x74'
S=0.0280$134
Invert Elev=1131.43
1
Sta 1036+
50
72'
Rt
Med
157
CB159
CB
Sta 1038+
50
74'
Rt
Med
Invert
Ele
v=
1139.99
Invert
Ele
v=
1137.80
1135
Slotted Drain
18"x15'Slotted Drain
18"x10' Slotted Drain
18"x30' Slotted Drain
18"x30'
Slotted Drain
18"x20'
Slotted Drain
18"x20'
Slotted
Drain
18"x20'
Slotted Drain
18"x10'
Slotted
Drain
18"x30'
Slotted Drain
18"x30'
Slotted Drain
18"x10' Slotted Drain
18"x20'
Invert Elev=1137.30
Elev=1136.00
Invert
1035
Sta 6+96
Ramp 'B'
8' Rt
=1135.23
Invert Elev
Drain
Slotted
18"x20'
24"x15'
DESIGN
DRAWN
DATE
CHECKED
NAME
TEAM LEADER
ROUTE LOCATION
TRACS NO. OF
SHEET OF
ARIZONA DEPARTMENT OF TRANSPORTATION
ROADWAY DESIGN SECTIONINTERMODAL TRANSPORTATION DIVISION
STATEF.H.W.A.
REGION
ARIZ.
PROJECT NO.SHEET
NO.
TOTAL
SHEETSAS BUILT
9
RT CO MP
PROJECT LOCATION SR 00
H0000 01C PROJECT NUMBER
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
2 2
PROJ. NUMBER
FOR URBAN FREEWAY CROSSROAD
1 62
2 23 17.5 4 8.75 LB
1 6 - CB
1
2
3 0
1 0
1
2
P-13.15
39
38
3
4 See Std P-00.70 for Profile Sheet Overlay
20
See Std P-00.61 for Leader Line Layout
SAMPLE STORM DRAIN PROFILE SHEET
Show elevations to 2 decimal places
Use data fields supplied with cell
Show slope in feet per foot to 4 decimal places
NOTE: Do not use Line Terminators to callout elevations
NOTE: For project related sheet, see Standard P-12.15
Sheet 1 of 2
the text placed for that item
Dimension, Extension or Leader Line LV/CO shall match the LV/CO of
Reference No. LV/CO= FT= TX= WT= LS= TJ=
GRAPHIC PARAMETERS
Reference No. LV/CO= WT= LC=
Reference No.
USER NOTES
CADD TEXT PARAMETERS
Comments
Comments
Comments
- Text Reference Callout
- Graphic Reference Callout
- User Note Reference Callout
LV - LEVEL
CO - COLOR
FT - FONT
TX - TEXT SIZE
WT - LINE WEIGHT
LS - LINE SPACING
TJ - TEXT JUSTIFICATION
Abbreviations:
using ADOT's Standard Working Units
Units of Measure for 'TX=' and 'LS=' are expressed in feet, (scale - 1"=100')
NO.
1 2
REV.STATE OF ARIZONA
DEPARTMENT OF TRANSPORTATION
APPROVED FOR
DISTRIBUTION
DRAWING NO.
ROADWAY DESIGN SECTION
DRAFTING GUIDES
NO.
3 4
DES
CRIP
TIO
N
OF
RE
VISIO
ND
ES
CRIP
TIO
N
OF
RE
VISIO
N
1
1
CB
S=0.3924$
2 4 S=0.0083$S=0.0342$ S=0.0040$
1210
1220
1230
1200
1220
1210
1200
1230
7
7
CB
8
8
CB
2
CB
1012
10
CB
1210
1200
1220
1230
1
12
1
2
1
6
CB
12
CB
1
2
ST
D P-13.1
5
1
2
2
2
Invert Elev=1210.11
Invert Elev=1210.11
Invert Elev=1213.61
Invert Elev=1213.36
Invert Elev=1213.36
1
2
2 Invert Elev=1215.39
Invert Elev=1215.39
4
CB2
Invert Elev=1216.04
1
Invert Elev=1215.90
Invert Elev=1215.35
Invert Elev=1215.35
2 Invert Elev=1213.69
Invert Elev=1213.69
Invert Elev=1213.60
1210
1220
1230
1200
6
S=0.2011$
S=0.0364$S=0.0061$ S=0.0041$
1
2
4
3
1
3
2
24"x12'
24"x98' 24"x254' 24"x164'
24"x18'
24"x88'24"x276' 24"x138'
McDOWELL ROAD
STORM DRAIN PROFILE SHEET
59.67' Lt, Sta 17+73.32
Invert Elev=1210.60
56.26' Rt, Sta 17+32.65
Invert Elev=1210.60
36.50' Rt, Sta 17+60.91
Mc
Dowell
Cst \
44.62'
Lt, Sta 17+
34
Mc
Dowell
Cst \
46'
Lt, Sta 18+
70
43.14' Lt, Sta 17+45.48
Mc
Dowell
Cst \
46'
Lt, Sta 21+
24
Mc
Dowell
Cst \
53.59'
Lt, Sta 22
+87
Mc
Dowell
Cst \
56.73'
Rt, Sta 22
+61
Mc
Dowell
Cst \
46'
Rt, Sta 21+
23
Mc
Dowell
Cst \
46'
Rt, Sta 18+
47
Mc
Dowell
Cst \
53.98'
Rt, Sta 17+
15
DESIGN
DRAWN
DATE
CHECKED
NAME
TEAM LEADER
ROUTE LOCATION
TRACS NO. OF
SHEET OF
ARIZONA DEPARTMENT OF TRANSPORTATION
ROADWAY DESIGN SECTIONINTERMODAL TRANSPORTATION DIVISION
STATEF.H.W.A.
REGION
ARIZ.
PROJECT NO.SHEET
NO.
TOTAL
SHEETSAS BUILT
9
RT CO MP
PROJECT LOCATION SR 00
H0000 01C PROJECT NUMBER
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
2 2
PROJ. NUMBER