drawing no. description drawing no. description...symbol legend p-00.30 sheet 3 of 4 3" gm gv...
TRANSCRIPT
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DRAFTING GUIDES
ROADWAY DESIGN SECTION
DRAWING NO.
DISTRIBUTION
APPROVED FOR
DEPARTMENT OF TRANSPORTATION
STATE OF ARIZONAREV.
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P-02.30 SAMPLE DESIGN SHEET FOR AN URBANIZED AREA
P-13.20 SAMPLE STORM DRAIN FOR URBANIZED AREA STORM DRAIN & X-DRAIN
P-13.15 SAMPLE STORM DRAIN PROFILE SHEET FOR URBAN FREEWAY CROSSROAD
P-13.10 SAMPLE STORM DRAIN PROFILE FOR URBAN FREEWAY MAINLINE
P-12.20 SAMPLE STORM DRAIN PLAN SHEET FOR URBANIZED AREA ROADWAY
P-12.15 SAMPLE STORM DRAIN PLAN SHEET FOR URBAN FREEWAY CROSSROAD
P-12.10 SAMPLE STORM DRAIN PLAN SHEET FOR URBAN FREEWAY MAINLINE
P-08.30 SAMPLE ROADWAY PROFILE SHEET FOR URBANIZED AREA
P-08.20 SAMPLE PROFILE SHEET FOR RURAL UNDIVIDED ROADWAY
P-06.10 SAMPLE GEOMETRIC SHEET FOR RURAL ROADWAY
P-05.30 SAMPLE CULVERT DETAIL SHEET FOR NEW CONCRETE BOX CULVERT INSTALLATION
P-05.25 SAMPLE CULVERT DETAIL SHEET FOR PIPE EXTENSION WITH CATCH BASIN
P-05.20 SAMPLE CULVERT DETAIL SHEET FOR PIPE EXTENSION
P-04.10 SHOULDER PAVEMENT TREATMENTS & PRIVACY WALL DETAIL SHEET
P-03.30 SAMPLE REINFORCED CONCRETE BOX CULVERT AND BOX
CULVERT EXTENSION SUMMARY SHEET
P-03.25 SAMPLE CORRUGATED STEEL PIPE EXTENSION &
REINFORCED CONCRETE BOX CULVERT SUMMARY SHEET
P-03.20 SAMPLE NEW PIPE SUMMARY SHEET
P-03.10 SAMPLE BARRIER SUMMARY SHEET
Sheet 1 of 1
P-07.30 SAMPLE PLAN SHEET FOR URBANIZED AREA ROADWAY
P-07.25 SAMPLE PLAN & PROFILE SHEET FOR RURAL UNDIVIDED ROADWAY
P-05.40 SAMPLE CULVERT DETAIL SHEET FOR BOX EXTENSION
P-02.15 SAMPLE TYPICAL SECTION SHEET FOR RURAL DIVIDED ROADWAY
P-05.10 SAMPLE CULVERT DETAIL SHEET FOR NEW PIPE INSTALLATION
P-02.52 SAMPLE TYPICAL SECTIONS FOR URBAN FREEWAY ROADWAY
P-02.53 SAMPLE DESIGN SHEET FOR URBAN FREEWAY ROADWAY
P-02.51 SAMPLE PAVEMENT STRUCTURAL SECTIONS FOR URBAN FREEWAY
P-02.31 SAMPLE TYPICAL SECTIONS FOR URBANIZED AREA
P-02.20 SAMPLE DESIGN SHEET FOR RURAL UNDIVIDED ROADWAY
P-07.21 SAMPLE PLAN SHEET FOR RURAL UNDIVIDED ROADWAY
P-07.20 SAMPLE PLAN SHEET FOR RURAL UNDIVIDED ROADWAY
P-06.12 GEOMETRIC DATA SHEET
P-06.11 SAMPLE GEOMETRIC SHEET FOR RURAL ROADWAY
P-00.30 SYMBOL LEGEND (FOUR SHEETS)
P-00.20 GENERAL ABBREVIATIONS (THREE SHEETS)
ST
D P
-
ST
D P
-0
0.0
1
P-01.10 SAMPLE FACE SHEET
P-00.60 DATA TABLE AND DIMENSION LAYOUT, LINE WEIGHTS AND CODES
P-00.12 LEVEL AND COLOR DESIGNATIONS
P-00.11 INTRODUCTION TO ROADWAY CADD STANDARDS
P-00.10 GENERAL INFORMATION
P-02.10 SAMPLE DESIGN SHEET FOR RURAL DIVIDED HIGHWAY
P-04.00 TURNOUT TABLE & DETAIL SHEET
P-00.40 PAVEMENT STRUCTURAL SECTION LAYOUT AND CONSTRUCTION
DescriptionDrawing No.DescriptionDrawing No.
P-00.01SHEET INDEX
P-00.61 DETAIL FORMAT LAYOUT & LEADER LINE CONSTRUCTION
P-00.70 SHEET LAYOUT
P-00.01 SHEET INDEX
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DRAFTING GUIDES
ROADWAY DESIGN SECTION
DRAWING NO.
DISTRIBUTION
APPROVED FOR
DEPARTMENT OF TRANSPORTATION
STATE OF ARIZONAREV.
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ARACFC
ST
D P
-00.2
0
Abutment Abt
EB
E
Esmt
Ea
DIP
Dwy
Dr
Dwg
DA
Drn
Dbl
Div
Dist
Dia
Dtl
Des Spd
DC
?
Del
D
I
Def
Dcl
ACFC
EB
E
Esmt
Ea
DIP
Dwy
Dr
Dwg
DA
Drn
Dbl
Div
Dist
Dia
Dtl
Des Spd
DC
?
Del
D
I
Def
Dcl
EB
E
Esmt
Ea
DIP
Dwy
Dr
Dwg
DA
Drn
Dbl
Div
Dist
Dia
Dtl
Des Spd
DC
?
Del
D
I
Def
Dcl
Corr
Cor
Coord
Cont
Cst
Cond
Conn
CTB
CBC
Conc
C in P
Comp
Col
Clr
Cl
Chan
C to C
\
Ctr
CTB
Cem
CG
CB
ClP
Cl
C-I-P
Calc
ADT
AVE, Ave
ACSC
AC
AR
Asph
Approx
Appr
Amt
ASTM
Correction
Corner
Coordinate
Continuous
Construct or Construction
Conduit
Connection
Concrete Box Culvert
Concrete
Complete In Place
Compact or Compaction
Column
Clear
Class
Channel
Center to Center
Center Line
Center
Cement
Cattle Guard
Catch Basin
Cast Iron Pipe
Cast Iron
Cast-In-Place
Calculated
Building
Bridge
Breakaway Cable Terminal
Brass Cap
Boundary
Boulevard
Borrow
Black Steel Pipe
Bituminous Treated Base
Bituminous Surface Treatment
Bituminous Mixture
Bituminous
Bldg
Br
BCT
BC
Bdry
BLVD, Blvd
Bor
BSP
BTB
BST
Blt Mix
Bit CAPCorrugated Aluminum Pipe
CS
C&G
Culv
CY, Cu Yd
CFS
Cu
Cr
X-SECT
X-ING
Co
CSP
CMP
CHDPEPP
Eastbound
East
Easement
Each
Ductile Iron Pipe
Driveway
Drive
Drawing
Drainage Area
Drain or Drainage
Double
Division
Distance
Diameter
Detail
Design Speed
Depressed Curb
Delta
Delineator
Degree of Curve
Deflection of Total Curve
Deflection
Deceleration
Curve to Spiral
Curb and Gutter, Curb & Gutter
Culvert
Cubic Yard or Cubic Yards
Cubic Feet Per Second
Cubic
Crown
Cross Section
Crossing
County
Corrugated Steel Pipe
Corrugated Metal Pipe
BP, Bank Prt
Bev
BM
BFS
BCR
Bgn
Brg
BW
Bal
Bkfl
BK, Bk
Bevel or Beveled
Bench Mark
Begin Full Super
Begin Curb Return
Begin
Bearing
Barbed Wire
Bank Protection
Balance
Backfill
Back
Average Daily Traffic
Avenue
Asphaltic Concrete Surface Course
Asphaltic Concrete Friction Course
Asphaltic Concrete Base
Asphaltic Concrete
Asphalt Rubber ACFC
Asphalt Rubber
Asphalt
Approximate
Approach
Amount
American Society for Testing Materials
B (cont) C (cont)
D
E
C
A
B
Sheet 1 of 3
P-00.20GENERAL ABBREVIATIONS
ABC
Concrete-Treated Base
Cement-Treated Base
Corrugated High-Density Polyethylene Plastic Pipe
Builders Association
American Road and Transportation
ABBREVIATION
and Transportation Officials
American Association of State Highway
WORDSABBREVIATIONWORDSABBREVIATIONWORDS
ACI
AISC
ARTBA
AASHTO
Al
Alt
AHD, Ahd
AB
Agg
Ac
Acc
American Institute of Steel Construction
American Concrete Institute
Aluminum
Alternate
Ahead
Aggregate Base
Aggregate
Acres
Acceleration
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ROADWAY DESIGN SECTION
DRAWING NO.
DISTRIBUTION
APPROVED FOR
DEPARTMENT OF TRANSPORTATION
STATE OF ARIZONAREV.
21
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Sight Distance, headlight SDh
ST
D P
-00.2
0
Vol
VCP
Via
VPI
VERCP
VC
Vert
Var
UP
Ugnd
Typ
TO
TP
Trns
TI
T
Topo
TC
Tbr
TCE
Temp
Tel
Concrete Pipe
Vertical Elliptical Reinforced
Volume
Vitrified Clay Pipe
Viaduct
Vertical Point of Intersection
Vertical Curve
Vertical
Variable
Underpass
Underground
Typical
Turnout
Turning Point
Transition
Traffic Interchange
Township
Topography
Top of Curb
Timber
Temporary Construction Easement
Temporary
Telephone
Tlg
TS
T
Tan
Sym
Sw
Sur
Surf
e or Super
SS
SG
Subdiv
Str
St
Sta
SR
Std
Sq Yd
Sq Ft
Sq
ST
SC
a
Spec
Spcl
SB
S
Sk
Sgl
SDs
S/W
Shr
Shldr
Sh
SM
Sct
Salv
Telegraph
Tangent to Spiral
Tangent Length
Tangent
Symmetrical
Swell
Survey
Surface
Superelevation
Subgrade Seal
Subgrade
Subdivision
Structure or Structural
Street
Station
State Route
Standard
Square Yard
Square Feet
Square
Spiral To Tangent
Spiral To Curve
Spiral Rate of Change
Specification
Special
Southbound
South
Skew
Single
Sight Distance, stopping
Sidewalk
Shrinkage
Shoulder
Sheet
Select Material
Section
Salvage
RGRCP
Rte
Rdwy
Rd
R/W
Rt
Rev
Ret
Res
Resv
Reqd
Rem
Reloc
Rebar
RCP
RC
Reinf
Ref
Recst
R
RR
R
Q
Quan
Quad
Prv
Prt
Prop
P/L
Prj
PS
Prelim
PSI
Lbs
PCCP
PCC
PVC
Rubber Gasket Reinforced Concrete Pipe
Route
Roadway
Road
Right-of-Way
Right
Revised or Revision
Retain or Retaining
Residence
Reservation
Required
Remove
Relocate, Relocation or Relocated
Reinforcing Bar
Reinforced Concrete Pipe
Reinforced Concrete
Reinforced or Reinforcing
Reference
Reconstruct
Range
Railroad
Radius
Quantity of Drainage Runoff
Quantity or Quantities
Quadrant
Provision or Provide
Protection
Proposed
Property Line
Project
Prestress, Prestressed or Prestressing
Preliminary
Pounds Per Square Inch
Pounds
Portland Cement Concrete Pavement
Portland Cement Concrete
Polyvinyl Chloride
T
Q
R
P (cont) S T (cont)
U
V
W
GENERAL ABBREVIATIONS
Sheet 3 of 3
P-00.20
Yd
Wd
W
WWPA
WB
W
WWF
WV
WM
W
Yard
Wood
Wide or Width
Western Wood Products Association
Westbound
West
Welded Wire Fabric
Y
Water Valve
Water Meter
Water
ABBREVIATIONABBREVIATION WORDSWORDSABBREVIATIONWORDS
ST
D P
-0
0.3
0
P-00.30
Sheet 1 of 4
SYMBOL LEGEND
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DRAFTING GUIDES
ROADWAY DESIGN SECTION
DRAWING NO.
DISTRIBUTION
APPROVED FOR
DEPARTMENT OF TRANSPORTATION
STATE OF ARIZONAREV.
21
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MP
MP
1984.68’
Floor Elevation Floor Elevation
1984.68’
Building
Bridge
Bank Protection
Railroad Track (1"=100’)
Railroad Track (1"=50’ or larger)
Transition, Cut to Fill
Toe of Fill
Top of Cut
Turnout
Pavement and Sidewalk Edge
Curb, Single with Depressed Area
Curb & Gutter with Depressed Curb (1"=100’)
Bench Mark
Survey Control Point
Centerline, Station Marks
Mile Post Marker
Angle Point or PI
Right-of-Way Marker
Survey Monument
Quarter Corner
Section Corner
Access Control
Temporary Construction Easement
Property Line
Right-of-Way Line
Section Line
Township or Range Line
City Limits
County Line
RR
+25
30’ DC
NEW FEATURES EXISTING FEATURESNEW FEATURES EXISTING FEATURES
CONSTRUCTION DRAWING SYMBOLSCONSTRUCTION DRAWING SYMBOLS
National, State Boundary
Sixteenth-Section Line
Quarter or Mid-Section Line
Forest or Reservation Boundary
Sidewalk, Curb & Gutter
w/Depressed Curb (1"=50’ or larger)
P-00.30SYMBOL LEGEND
Sheet 2 of 4
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DRAFTING GUIDES
ROADWAY DESIGN SECTION
DRAWING NO.
DISTRIBUTION
APPROVED FOR
DEPARTMENT OF TRANSPORTATION
STATE OF ARIZONAREV.
21
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.
+45
+45
35’
35’
35’
+45
35’
+45
ST
D P
-0
0.3
0
NEW FEATURES EXISTING FEATURESEXISTING FEATURESNEW FEATURES
Pipe Ext W/End Sct Roadway Widening (1"=20’)
Pipe Ext W/End Sct & Berm (1"=20’)
Pipe Ext W/End Sct & Berm (1"=20’)
Pipe Ext W/End Sct & Berm (1"=20’) (All Dia)
"L" Hdwl w/End Sct, Pipe
"L" Hdwl w/End Sct, Pipe
"L" Hdwl w/End Sct, Pipe (1"=20’) (All Dia)
Wing Hdwl w/End Sct, Pipe
Wing Hdwl w/End Sct, Pipe
Wing Hdwl w/End Sct, Pipe (1"=20’) (All Dia)
"U" Hdwl w/End Sct, Pipe
"U" Hdwl w/End Sct, Pipe
"U" Hdwl w/End Sct, Pipe (1"=20’) (All Dia)
Straight Hdwl w/End Sct, Pipe
Straight Hdwl w/End Sct, Pipe
Straight Hdwl w/End Sct, Pipe (1"=20’) (All Dia)
Rock Riprap
Retaining Wall
Manhole, Frame & Cover, Reset
Manhole
Dike
Dike, Median
Concrete Box Culvert
Cattle Guard
Catch Basin, Single Curb
Catch Basin, Curb & Gutter
Catch Basin, Median
Catch Basin, Safety
CONSTRUCTION DRAWING SYMBOLSCONSTRUCTION DRAWING SYMBOLS
Downdrain, two-way
Downdrain, one-way
Spillway, two-way
Spillway, one-way
(1"=50’ or smaller)
(Dia=36" and smaller)
(1"=50’ or smaller)
(Dia=42" and larger)
(1"=50’ or smaller)
(Dia=36" and smaller)
(1"=50’ or smaller)
(Dia=42" and larger)
(1"=50’ or smaller)
(Dia=36" and smaller)
(1"=50’ or smaller)
(Dia=42" and larger)
(1"=50’ or smaller)
(Dia=36" and smaller)
(1"=50’ or smaller)
(Dia=42" and larger)
(1"=50’ or smaller)
(Dia=42" and larger)
(1"=50’ or smaller)
(Dia=36" and smaller)
SYMBOL LEGEND P-00.30
Sheet 3 of 4
3"
GM
GV
WM
WV
8"
24"
24"
PT PT
OOOOO
3"
36"
8"
24"
24"
WV
GM
GV
WM
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DRAFTING GUIDES
ROADWAY DESIGN SECTION
DRAWING NO.
DISTRIBUTION
APPROVED FOR
DEPARTMENT OF TRANSPORTATION
STATE OF ARIZONAREV.
21
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ST
D P
-0
0.3
0
EXISTING FEATURESNEW FEATURES EXISTING FEATURESNEW FEATURES
CONSTRUCTION DRAWING SYMBOLSCONSTRUCTION DRAWING SYMBOLS
Irrigation Ditch, Earth
Irrigation Ditch, Concrete
Overhead Telephone Line
Overhead Power/Joint-Use Line
Irrigation Line (1"=100’)
Irrigation Line (1"=20’)
Sanitary Sewer (1"=100’)
Storm Drain (1"=100’)
Street Light and with Mast Arm
Telephone/Power Pedestal
Utility Pole with Down Guy and Anchor
Underground Power/Joint-Use Line
Underground Telephone Line
Water/Gas Meter Box
Water/Gas Valve
Guardrail & Tangent End Terminal
Gas Line
Guardrail & Flared End Terminal
Chain Link Fence & Gate
Barbed Wire Fence & Gate
Section, Wood
Section, Aggregate Base
Section, Metal
Section, Concrete
Section, Bituminous Pavement
Section, Asphaltic Concrete Friction Course
Plan View, Wood
Plan View, Obliterate Pavement
Plan View, Graded Surface
Plan View, Concrete Pavement
Plan View, Bituminous Pavement
Section, Groundline
Groundline Profile
P-00.30
Sheet 4 of 4
SYMBOL LEGEND
8"
FH FH
NAME
Drainage Ditch
SP
43
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DRAFTING GUIDES
ROADWAY DESIGN SECTION
DRAWING NO.
DISTRIBUTION
APPROVED FOR
DEPARTMENT OF TRANSPORTATION
STATE OF ARIZONAREV.
21
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ST
D P
-0
0.3
0
North Arrow
Flag Pole
Mail Box
Windmill
Transmission Tower
Standpipe
Fire Hydrant
Median Barrier
Block Wall (1"=20’)
Intermediate Contour Line
Index Contour Line
Visible Outlines, Sections, etc.
Dimensions
Sign, Multiple Post
Sign, Single Post
Unclassified Tree
Shrubbery
Palm Tree
Hedge
\ Grade, Profile
Minor Wash
Major Wash
Drainage Ditch
Drainage Channel
Water Line
EXISTING FEATURESNEW FEATURESEXISTING FEATURESNEW FEATURES
CONSTRUCTION DRAWING SYMBOLS CONSTRUCTION DRAWING SYMBOLS
Drainage Ditch
8650
8"
2 2
DA
TE
-
LO
CA
TIO
N-
FIN
ISH
ED
PL
AN
S-
SU
RV
EY
NO
.
RE
VIS
ION
S-
DA
TE
-
LO
CA
TIO
N-
FIN
ISH
ED
PL
AN
S-
SU
RV
EY
NO
.
RE
VIS
ION
S-
9
AS BUILTSHEETS
TOTAL
NO.
SHEETPROJECT NO.
ARIZ.
REGION
F.H.W.A.STATE
INTERMODAL TRANSPORTATION DIVISION
ROADWAY DESIGN SECTION
ARIZONA DEPARTMENT OF TRANSPORTATION
OFSHEET
OFTRACS NO.
LOCATIONROUTE
TEAM LEADER
NAME
CHECKED
DATE
DRAWN
DESIGN
X
X
X X
H0000 01 C
OSBORN WASH - NORTH (UNIT II) US 95
X
ST
D P
-03.1
0
2
1
1
7
2
X
32512.5
1
THE LENGTH OF NESTED W-BEAM IS FOR TYPES 2 OR 3 (37.5’).
DETERMINATION OF TYPE (1, 2 or 3) TO USE IS MADE IN THE
FIELD. THE PAY QUANTITY IS THE LENGTH INSTALLED PER STD.
C-10.06 (25.0’ or 37.5’).
DIMENSIONAL PRECISION FOR THAT COLUMN
THE ZEROS IN PARENTHESES (0.0) INDICATE THE
SPECIFY GUTTER WIDTH UNDER "REMARKS"
2
1
1
1
1
X
X
X
X
X
X
1
1
1
1
1
1
X X
X
X
X
X X 1
X X
1X
1X
X
X
Rt 763+25
240’ Lt 758+75
RT 748+00
Rt 747+00
Lt 438+05
Rt 434+80
Lt 410+56
Rt 407+10
Rt 399+30
Deta
il
Deta
il
Deta
il
Attenuato
r D
eta
il
12
X
Lt 395+55
ON TERMINAL TYPE. SEE SPECIAL PROVISIONS.
POINT. ACTUAL SEGMENT LENGTH VARIES DEPENDING
LENGTH IS FROM LENGTH OF NEED (LON) POINT TO LON
1825.07712.5 112.5
End
Begin
End
Begin
End
Begin
B X 550 10 2End
Begin
A X X 200 9 End
Begin
B X X 825 150 8 End
Begin
A X X 800 250 7 End
Begin
B X 12.5 175.0 6 End
Begin
B X 25.0 387.5 5 End
Begin
B X 25.02312.5 4 End
Begin
B XX X 25.0 3 End
Begin
B X 12.5 462.5 2 End
Begin
B
Sheet Total
X
RE
V. D
AT
E:
11/0
2/2
009
12.5 912.5
BEGIN STATION AFTER BRIDGE TRANSITION
SEE BRIDGE SHEETS FOR DETAILS AND QUANTITIES
Reconstr
uct (See S
pecia
l Prv)
BeginEnd
BeginEndBegin
Hig
h-T
ensio
n C
able
Term
inal
Length
(L
inear F
eet)
(0)
Hig
h-T
ensio
n C
able
Barrie
r
C-1
0.0
4 (
Ste
el)
C-1
0.0
3 (
Tim
ber)
Reconstr
uct-
Exst Post, B
lock
Reconstr
uct-
New
Post, B
lock
Rem
ove a
nd S
alv
age
Constr
uct from
Salv
age
Rem
ove
Brid
ge B
arrie
r
SPECIFY TYPE 1 OR 2 UNDER ’REMARKS’
C-1
0.7
5 3
2" to C
&G
ARRAY TYPE AND ANGLE IS NOTED UNDER ’REMARKS’
IN THE SPACE. BLANK SPACES ARE NOT VIABLE ALTERNATIVES.
ALLOWABLE END TREATMENT OPTIONS ARE INDICATED WITH THE NUMBER ’1’
Brid
ge B
arrie
r
Brid
ge T
hrie
Beam
BC
T (
L=12.5
’)
Sand B
arrels
C-1 o
r D
eta
il
Action Each
Rem
ove
End A
nchor C
-10.0
8 o
r D
eta
il
Fla
red S
RT
-350 o
r FL
EA
T-3
50
Tangent E
T P
lus o
r S
KT
-350
Constr
uct from
Salv
age
Rem
ove a
nd S
alv
age
CABLEEXISTING GR
Length
(L
inear F
eet)
(0.0
)
C-1
2.3
0 C
hain
-Lin
k C
able
C-1
0.7
1 3
2" o
r C
-10.7
3 4
2"
C-1
0.7
0 3
2" o
r C
-10.7
2 4
2"
C-1
0.7
6 3
2" o
n R
adiu
s
Reconstr
uct R
ub R
ail
CONCRETE BARRIER
EachEach
RAIL
BARRIER
C-10.7
4 4
2" to 3
2"
C-1
0.3
0 T
hri
e B
eam
CONCRETE BARRIER
Rem
ove E
xis
ting
Length
(L
inear F
eet)
(0.0
)
Length
(L
inear F
eet)
(0.0
)
Shop C
urved G
uardrail
C-10.5
5 (
42" H
alf
at Pie
rs)
C-10.5
4 (
32" H
alf
at Pie
rs)
C-10.5
3 (
42" H
alf
w/ G
utter)
C-10.5
2 (
32" H
alf
w/ G
utter)
C-1
0.5
1 (
32" H
alf
w/ Sid
ew
alk
)
C-1
0.5
0 (
32" H
alf
)
C-1
0.4
1 (
42" M
edia
n)
C-1
0.4
0 (
32" M
edia
n)
Length
(L
inear F
eet)
(0.0
)
Length
(L
inear F
eet)
(0.0
)
Length
(L
inear F
eet)
(0.0
)
Begin
= T
reatm
ent at B
egin
nin
g
C-10.0
6 N
este
d W
-B
eam
Length
(L
inear F
eet)
(0.0
)
Type "
A" C
-10.0
1, T
ype "
B" C
-10.0
2
Pla
n R
eference N
um
ber
NOTE: FOR AS-BUILT PREPARATION - CIRCLE END TREATMENT INSTALLED
END TREATMENT
BARRIER SUMMARY SHEET
1
Stationing
Direction of
Stationing
Direction of
(Appro
xim
ate
) (0
)
End =
Treatm
ent at E
nd
New
End
Begin
Stationing
Direction of
End
EndBegin
EndBegin
EndBegin
EndBegin
EndBegin
Begin
nin
g S
tation
TWO-WAY ROADWAY
C-1
0.0
7 B
olted A
nchor
(Each)
NEW GUARDRAIL
REMARKS
LOCATION TRANSITION
ONE-WAY ROADWAY WITH STRUCTUREONE-WAY ROADWAY
New EP
New EP
1
DETAIL D03
2 2
DA
TE
-
LO
CA
TIO
N-
FIN
ISH
ED
PL
AN
S-
SU
RV
EY
NO
.
RE
VIS
ION
S-
DA
TE
-
LO
CA
TIO
N-
FIN
ISH
ED
PL
AN
S-
SU
RV
EY
NO
.
RE
VIS
ION
S-
9
AS BUILTSHEETS
TOTAL
NO.
SHEETPROJECT NO.
ARIZ.
REGION
F.H.W.A.STATE
INTERMODAL TRANSPORTATION DIVISION
ROADWAY DESIGN SECTION
ARIZONA DEPARTMENT OF TRANSPORTATION
OFSHEET
OFTRACS NO.
LOCATIONROUTE
TEAM LEADER
NAME
CHECKED
DATE
DRAWN
DESIGN
Toe of Slope
33
Top of Cut
SR 89A \
Sta 753+55
New Rip Rap Plunge Basin Rt
Detail E
3
2
4
3
7
3
2
Invert Elevation=3971.07
1
4
Stream Profile
CULVERT DETAIL SHEET
Sta 753+55
DETAIL D3
4
4
3
21+0020+0019+00
Sta 753+55
New 24"x226’ CMP
Skew 25^ Rt
5
Survey &
Construction
\
2
2
3
3
2
6
2
7
2
3
5
33
4
3
2
1
ST
D P
-05.1
0
NEW DRY CREEK
2
6
2
2
1
H0000 01 C
135’91’
Invert Elevation=4019.00
US 89A
NAME DATE
New R/W
New R/W
S=0.2121$
4040 4040
3960
3980
4000
4020
3960
3980
4000
4020
Remove 2’
S=0.0180$
47’
Existing 24"x66’ CMP
Stream Profile
19’
7
1
1
10
9
ST
D P
-05.2
5
4
6
8
3
5
7
2
2
1
1
23
3
6
3
2
5
8
2
6
2
1
1
4
4
5
3
1
2
2 2
DA
TE
-
LO
CA
TIO
N-
FIN
ISH
ED
PL
AN
S-
SU
RV
EY
NO
.
RE
VIS
ION
S-
DA
TE
-
LO
CA
TIO
N-
FIN
ISH
ED
PL
AN
S-
SU
RV
EY
NO
.
RE
VIS
ION
S-
9
AS BUILTSHEETS
TOTAL
NO.
SHEETPROJECT NO.
ARIZ.
REGION
F.H.W.A.STATE
INTERMODAL TRANSPORTATION DIVISION
ROADWAY DESIGN SECTION
ARIZONA DEPARTMENT OF TRANSPORTATION
OFSHEET
OFTRACS NO.
LOCATIONROUTE
TEAM LEADER
NAME
CHECKED
DATE
DRAWN
DESIGN
Match Exsting
Elevation
Top of Cut
D05DETAIL
New EP
Exst EP
New EP
21+0020+0019+00
Invert Elevation=4012.34
4030
4020
4020
4030
Drainage Ex=5 CY
Std C-03.10
New 2’x2’x20’ Ditch Rt
Detail B
New Catch Basin Lt
Detail A
New Dike
Toe of Slope
CULVERT DETAIL SHEET
Sta 771+64
DETAIL D5
Sta 771+64
Survey &
Construction
\
4000
4010
4000
4010
Remove 2’ Lt
Extend 22’ Lt & 20’ Rt
New Catch Basin Lt
20’ Extension
Invert Elevation=4010.50
22’ Extension
New R/W
New R/W
H0000 01 C
US 89A NEW DRY CREEK
2 2
DA
TE
-
LO
CA
TIO
N-
FIN
ISH
ED
PL
AN
S-
SU
RV
EY
NO
.
RE
VIS
ION
S-
DA
TE
-
LO
CA
TIO
N-
FIN
ISH
ED
PL
AN
S-
SU
RV
EY
NO
.
RE
VIS
ION
S-
9
AS BUILTSHEETS
TOTAL
NO.
SHEETPROJECT NO.
ARIZ.
REGION
F.H.W.A.STATE
INTERMODAL TRANSPORTATION DIVISION
ROADWAY DESIGN SECTION
ARIZONA DEPARTMENT OF TRANSPORTATION
OFSHEET
OFTRACS NO.
LOCATIONROUTE
TEAM LEADER
NAME
CHECKED
DATE
DRAWN
DESIGN
32.49’0.40’65.00’4^13’55"71.56’440.00’13^01’18"9^19’07"5.76’440.40’201.56’101.39’17^46’58"Rt
138938.60286575.49961+88.08Survey & Construction \ SC
138874.02286582.74961+23.08Survey & Construction \ TS
138975.03286573.90962+24.47Survey & Construction \ PI PI
32.49’0.40’65.00’4^13’55"101.80’440.00’13^01’18"13^15’21"8.43’440.40’231.80’116.98’21^43’12"Lt
138838.02286585.89960+86.94Survey & Construction \ ST
138773.44286593.15960+21.94Survey & Construction \ CS
138675.74286620.91959+20.15Survey & Construction \ SC
138617.00286648.70958+55.15Survey & Construction \ TS
138721.48286596.09959+72.13Survey & Construction \ PI PI
16.47’171.06’337.90’880.00’6^30’39"22^00’01"Lt
137986.75286965.98951+49.54Survey & Construction \ PT
137721.12287171.44948+11.65Survey & Construction \ PC
137833.97287042.89949+82.70Survey & Construction \ PI PI
32.50’0.30’65.00’3^12’38"217.97’580.00’9^52’43"21^31’57"18.01’580.30’347.97’176.93’27^57’13"Rt
137096.70287882.75938+65.15Survey & Construction \ ST
137052.92287930.79938+00.15Survey & Construction \ CS
136874.87288054.29935+82.18Survey & Construction \ SC
136814.54288078.46935+17.18Survey & Construction \ TS
136979.98288015.72936+94.11Survey & Construction \ PI PI
9.02’159.20’317.04’1400.00’4^05’33"12^58’30"Lt
136511.66288193.32931+93.25Survey & Construction \ PT
136230.42288338.21928+76.21Survey & Construction \ PC
136362.81288249.77930+35.41Survey & Construction \ PI PI
31.48’237.47’463.88’880.00’6^30’39"30^12’10"Lt
135517.37288814.54920+18.69Survey & Construction \ PT
135215.61289159.78915+54.81Survey & Construction \ PC
135319.91288946.44917+92.27Survey & Construction \ PI PI
217.21’896.15’1655.08’1740.00’3^17’34"54^29’59"Rt
135178.49289235.71914+70.29Survey & Construction \ PT
133900.89290187.88898+15.21Survey & Construction \ PC
134784.89290040.79907+11.36Survey & Construction \ PI PI
138.02’636.80’1195.29’1400.00’4^05’33"48^55’04"Lt
131385.13290606.46872+64.87Survey & Construction \ PT
130422.95291253.16860+69.58Survey & Construction \ PC
130756.97290710.98867+06.38Survey & Construction \ PI PI
32.49’0.44’65.00’4^39’19"290.14’400.00’14^19’26"41^33’36"43.42’400.44’420.14’222.94’50^52’14"Rt
129700.78292425.40846+92.74Survey & Construction \ ST
129665.21292479.78846+27.74Survey & Construction \ CS
129426.98292634.07843+37.60Survey & Construction \ SC
129362.81292644.29842+72.60Survey & Construction \ TS
129583.85292615.21844+95.53Survey & Construction \ PI PI
32.49’0.40’65.00’4^16’51"148.89’435.00’13^10’17"19^36’41"13.90’435.40’278.89’141.75’28^10’23"Lt
129148.29292672.51840+56.23Survey & Construction \ ST
129084.10292682.58839+91.23Survey & Construction \ CS
128946.31292737.08838+42.34Survey & Construction \ SC
128892.59292773.64837+77.34Survey & Construction \ TS
129007.75292690.99839+19.09Survey & Construction \ PI PI
128667.28292935.35835+00.00Survey & Construction \ POB
toL?
Spiral CurveSpiral Main or Circular Curve
SuperExtTLRD?ExtR+oLT
Spiral Total
Total Delta
Point
Type
PLAN
REF NO. EastingNorthingSTATIONDESCRIPTION
COORDINATES
10
9
8
7
6
5
4
3
2
1
SR 88
088 GI 255 H4076 01 C
RESORT ROAD - DEVORE WASH
GEOMETRIC DATA SHEET
1
ST
D P
-06.1
2
1
G.A.F. =All Coordinates Are Ground Coordinates And All Bearings Are Grid Bearings
All bearings and angles have been rounded to the nearest second.
Use the control points provided and their respective state plane coordinates to re-establish the centerline of each roadway.
Centerline Geometric Data Sheet
Use this sheet ONLY if the project was surveyed
t
0.000168
10
9
8
7
6
5
4
3
2
1
0.000168
10
9
8
7
6
5
4
3
2
1
2 2
DA
TE
-
LO
CA
TIO
N-
FIN
ISH
ED
PL
AN
S-
SU
RV
EY
NO
.
RE
VIS
ION
S-
DA
TE
-
LO
CA
TIO
N-
FIN
ISH
ED
PL
AN
S-
SU
RV
EY
NO
.
RE
VIS
ION
S-
9
AS BUILTSHEETS
TOTAL
NO.
SHEETPROJECT NO.
ARIZ.
REGION
F.H.W.A.STATE
INTERMODAL TRANSPORTATION DIVISION
ROADWAY DESIGN SECTION
ARIZONA DEPARTMENT OF TRANSPORTATION
OFSHEET
OFTRACS NO.
LOCATIONROUTE
TEAM LEADER
NAME
CHECKED
DATE
DRAWN
DESIGN
SD =981’h
10
8
2
2
2
1
2
2
Finished \ Grade
Cap & Fill
Detail C
760
-0.5600%
6
8
L=240.00’
Spiral Curve
L=494.86’
?=19^47’40" ?=29^23’40" Lt
Main Curve
14
8
D=1^30’00"
T=300.62’
R=3,819.72’
Super=0.041$
L=600.00’
?=9^00’00" Rt
CURVE DATA
Ext=11.81’
PI Sta 755+20.25
Main Curve
Lt Sta 750+00 to 775+00
2,453 Lin Ft Exst BW Game Fence
Rt Sta 750+00 to 775+00
2,518 Lin Ft Exst BW Game Fence
Lt Sta 750+00 to 775+00
2,367 Lin Ft New BW Game Fence
Rt Sta 750+00 to 775+00
2,535 Lin Ft New BW Game Fence
Std C-12.10
775
PLAN AND PROFILE
Sta 750+00 to 775+00
+5
1.7
7
Existing Groundline
750
770
4
2
Remove
PT
758+
19.6
3
Lt Sta 768+55
New 20’x80’ ACTO
Type A, R=25’
Std C-06.10
PC
752+
19.6
3
20’
100’
100’
New 3 Unit CG, H-20,
Std C-11.20
New 14’ Gate, Type 1,
Std C-12.10
20’
100’
100’
20’
PE
2
SDs=878.00’
9
10
New TCE
60
60
=4019.98
=4026.61
=4031.08
=4001.64
=4025.93
=4036.34
70
70
PI 7
60
+0
0
Ele
v=
40
52
.00
Co
rr=
-1
2.6
4
PI 7
72+
01.7
7
Ele
v=
40
17
.55
Co
rr=
+0
.87
’
1
PO
T 7
74+
49.9
4 A
hd
ST
77
3+
51
.77
Bk
=
775770
765760755750
8New R/W
BM 75.7
5/8 " Iron Pin
37.1’ Lt US 89A Sta 767+20.6
Elev=4032.14
BM 74.8
3" NGS BC in Rock
Stamped D-493 1982
67’ Lt US 89A Sta 758+26.5
Elev=4054.47
Sta 761+75 153’ Lt
Existing 24"x52’ CMP
TS
763+
76.9
1
SC
766+
16.9
1
CS
771+
11.7
7
BM 76.2
5/8 " Iron Pin
70’ Rt US 89A Sta 772+39
Elev=4018.21
PO
T 7
74+
49.9
4 A
hd
ST
773+
51.7
7 B
k=
Sta 751+14
Existing 24"x52’ CMP
6
1
7
6
5
1
1
3
2
1
1
1
6
5
5
13
2
12
12
11
6
6
6
6
6
7
4
32
1
+50
+50
Std C-03.10tRhctiDnworC’005
N we
=4022.85
=4019.15
=4010.51
=24.6 CFS
=23.9 CFS
=20.4 CFSQ
25HW
25
85
Q85
100
Q100
HW
HW
Q
25HW
25 =14.6 CFS
Q =17.9 CFS
100
=18.7 CFSQ100
HW
HW
NEW DRY CREEK
H0000 01 C
9 7
1
BESurvey &
Construction \
a=1}
t=119.97’
o=1.68’
?=4^48’00"
L=974.86’
R+o=1,434.07’
R=1,432.39’
Ext=50.19’
T=496.12’
Total Curve
PI Sta 768+73.03
Super=0.060$
D=4^00’00"
CURVE DATA
N 89^53’38" E
N 80^53’38" E
2
25HW
=9.7 CFS25Q
HW
=12.8 CFSQ
ST
D P
-07.2
5
EQUATION
=15.3 CFS
100
100
HW
Q
4030
4050
4010
4060
4040
4020
4060
4050
4040
4030
4020
3990
4000
300’ VC
-2.8666%
+2.4545%
1900’ VC
765
755
New R/W
To Remain
150’
gnitsixE
A98 SU20’
4010
US 89A
EQ
UA
TIO
N
2 2
DA
TE
-
LO
CA
TIO
N-
FIN
ISH
ED
PL
AN
S-
SU
RV
EY
NO
.
RE
VIS
ION
S-
DA
TE
-
LO
CA
TIO
N-
FIN
ISH
ED
PL
AN
S-
SU
RV
EY
NO
.
RE
VIS
ION
S-
9
AS BUILTSHEETS
TOTAL
NO.
SHEETPROJECT NO.
ARIZ.
REGION
F.H.W.A.STATE
INTERMODAL TRANSPORTATION DIVISION
ROADWAY DESIGN SECTION
ARIZONA DEPARTMENT OF TRANSPORTATION
OFSHEET
OFTRACS NO.
LOCATIONROUTE
TEAM LEADER
NAME
CHECKED
DATE
DRAWN
DESIGN
h
2
1
Existing \ Grade
SD =1263’
Finished \ Grade
-0.2778 %
7
Existing Groundline
PROFILE SHEET
Sta 390+00 to 415+00
STA 395+00
BEGIN PROJECT BP-063-2-310
Top of Dike Rt
Elev 443.95
8
6
454.67 =100
100 139.0 CFS=
HW
Q
442.24 =50
50 120.0 CFS=
HW
Q
4
450.37 =75
75 128.0 CFS=
HW
Q
399.34 =50
50 279 CFS=
HW
Q
412.19 =120
120 301 CFS=
HW
Q
412.19 =100
100 43.0 CFS=
HW
Q
396.89 =50
50 32.0 CFS=
HW
Q
430.07 =130
130 188.0 CFS=
HW
Q
397.62 =50
50 165.0 CFS=
HW
Q
410 415
390
400
410
420
480
470
460
450
440
430
390
400
410
420
430
440
450
460
470
480
4
4
Corr=
+3.9
5’
Ele
v=
430.0
0
3
7
9
6
4
4
10
8
5
4
1
3 5
1
2
7
4
8
1000’ VC
PI 4
03
+0
0.0
0
1200’ VC
-3.4375 %
OSBORN WASH - NORTH (UNIT II)
H0000 01 C
US 95
5/8 " IP&G Elev=470.47 5/8 " IP&G Elev=434.51
ST
D P
-08.2
0
32
1BM #40-100.0’ Rt \ Sta 400+00 BM #41-100.0’ Rt \ Sta 409+70
405400395390