IFB_260130_Cross_Sections.pdf

PDF 3 MB Posted

Attached to
22nd Street Revitalization Project: Addressing Safety, Equity, and Connectivity - FHWA
Solicitation number
260130
Issued by
Pima County, Tucson City, Arizona

About this file

Written by GovTribe AI ·

The document is a set of detailed cross-section engineering drawings for a transportation infrastructure project in Tucson, Arizona, prepared by AECOM USA, Inc. for the City of Tucson's Department of Transportation/Engineering Division. The project involves constructing and modifying roadways and infrastructure along 22nd Street, spanning from Kino Parkway to Tucson Boulevard, and includes multiple associated ramps, connections, and a multi-use path. The project encompasses several key components: the main 22nd Street roadway, Barraza-Aviation Parkway, Campbell-Beverly Connection, Ramp A, Ramp B, and a multi-use path. The cross-section drawings provide comprehensive details about earthwork, including roadway excavation and embankment volumes, right-of-way requirements, and elevation changes across various station points.

The engineering drawings meticulously document cut and fill volumes, with extensive measurements for each cross-section, including area calculations for roadway excavation and embankment. The project involves significant earth moving, with volumes ranging from a few cubic yards to over 3,000 cubic yards in some sections. The drawings indicate multiple construction zones and right-of-way considerations, with notations for existing and new right-of-way boundaries. The project appears to be a complex transportation infrastructure upgrade that will modify the existing roadway landscape, involving precise grading, elevation adjustments, and potential drainage considerations. The plan number I-2010-012 suggests this is a long-planned infrastructure improvement project for the Tucson metropolitan area.

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Other files

File Type Posted
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22nd_Street_Revitalization_Project:_Addressing_Safety,_Equity,_and_Connectivity_-_FHWA_(Addendum_#1_Revision).pdf PDF
22nd_Street_Revitalization_Project:_Addressing_Safety,_Equity,_and_Connectivity_-_FHWA.pdf PDF
IFB_260130_FHWA_DBE_Provisions.pdf PDF
IFB_260130_Cross_Sections.pdf PDF
IFB_260130_Bid_Schedule.xlsx XLSX spreadsheet
IFB_260130_Sealed_Plans.pdf PDF
IFB_260130_Geotechnical_Reports.pdf PDF
IFB_260130_Special_Provisions.pdf PDF
IFB_260130_FHWA_&_DBRA_Terms_&_Conditions.pdf PDF
260130_Contractor_Responsibility_Form.pdf PDF
OFFER_AND_ACCEPTANCE_IFB.pdf PDF
SBE_Provisions_Revised_May_2024_Includes_Subcontractor_Modification_Form.docx DOCX document
HUD-5370.pdf PDF
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COT_ARPA_Terms_and_Conditions.pdf PDF
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A V

E N

U E

A V

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U E

36th

29th ST. SILVERLAKE

P A

R K t h

E N

U E

G R

A N

A D

A A V

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U E

P A

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R A

N D

O L

P H

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A L

V E

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PARKWAY

WAY

DI

VERSI

ON

STREET

RAILROAD

STREET

AVIATION

P A R

K W

A Y

T U

C S

O N

BROADWAY

ARROYO

HIGH SCHOOL

WASH

TUCSON

S T

O N E t h

WASH

K I

N O

STREET

ALAMEDA

UPRR RAIL YARD

22nd

EL=2465.78

EL=2466.21

EL=2466.48

EL=2466.35

EL=2465.85

EL=2466.54

T A

N K

WP

RSR

WP

T A

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IV WS

T A

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RSR

WP

A

DRN

DRN

WELL

M B

MB

LCB

LCB

LCB

LCB

LCB LCB

LCB

2460TSB

LCB

LCB

LCB

LCB

LCB

TSB

MB

S

S

WELL

WELL

LCB

TSB

MB

MB

MB

MB

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T S L

TSLTSL

LCB

LCB

TSB

TSB

PLAN NO.

UCSONT

ITY OF C

DEPARTMENT OF TRANSPORTATION/ENGINEERING DIVISION

:5

:5

M

F i l e n a m e

T i m e l o t t e d

D a l o t t e d

P L

O T

T E

D

B Y

C

P r o j e c t s n d

S

K i n o o

T u c s

D s i g n

T U

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C A

D

C i v i l

S h e e t s h x s .d g n

K e r s h n e r

M

I-2010-012 www.aecom.com

TRANSPORTATION

AECOM USA, Inc.

KINO PARKWAY TO TUCSON BOULEVARD

22ND STREET

REF. SCALE:

DateSignatoryApprovals

20Approved

TRANSPORTATION DIRECTOR

NO. DATE REVISION BY CHKD. APPR. DRWN. BY DSGN. BY CHKD. BY20 20 20

ENGINEERING ADMINISTRATOR

DESIGN ADMINISTRATOR

TRAFFIC PLANNING &

LANDSCAPE ARCHITECT

N/A

In Maricopa County: (602)263-1100

Dial 8-1-1 or 1-800- STAKE-IT (782-5348) before you being excavation.

Call at least two full working days

Arizona Blue Stake, Inc.

R

MPK24 24 24BRMPK

T 520.887.1800 F 520.887.8438

Tucson, Arizona 85718

1760 E. RIVER RD, SUITE 350

PROJECT SITE

LOCATION MAP

C h e r r y v e

Scale: 1"=200'

Cam pbell Ave

Sec 18

Sec 19 Sec 20

Sec 17

W a r r e

N e f f

S t

Scale: 3"=1 Mile

Gila & Salt River & Meridian, Pima County, Arizona

T 14 S, R 14 E

Sections 17, 18, 19, and 20

KINO PARKWAY TO TUCSON BOULEVARD

22ND STREET

P lu m r e

W il s e

N o r to e

T u c s

B lv d

C h e r r y b e ll

S tr a v

Barraza-Aviation Pkw y

PLAN NO. I-2010-012

JOB NO. SR5A

21st St

22nd

W A

Y

K in o

P k w y

22nd Street

Multi-Use Path

CROSS SECTIONS

ROADWAY

Sheet Index

Sheets 2 - 11

Sheet 1 Cover Sheet

Sheets 11 - 12

ONLY

INFORMATION

FOR

Connection

Cam pbell-Beverly

Ramp A

Sheets 13 - 14

Sheets 15 - 18

Sheets 21 - 28 Barraza-Aviation Pkwy Cross Sections

22nd Street Cross Sections

Barraza-Aviation Pkwy Ramp A Cross Sections

Campbell-Beverly Connection Cross Sections

Multi-Use Path Cross Sections

Barraza-Aviation Pkwy Ramp B Cross Sections

Ram p B

Sheets 19 - 20

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

4:1

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

4:1

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

4:1

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

4:1

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

4:1

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

4:1

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

3:52:56 PMC:\Projects\60269301 22nd St_Kino to Tucson Design_TUC\000_CAD\006_Civil\Sheets\Cross Sections\h9301xs02.dgn

PLAN NO. I-2010-012 SHEET OF 2802

Sta 42+50 to Sta 46+00

42+50

43+00

43+50

44+00

44+50

45+00

45+50

46+00

3:1

4:1

Warren Ave

Const

Campbell Ave Ramp

Const

Campbell Ave Ramp

Const

Campbell Ave Ramp

Const

Campbell Ave Ramp

Const

Campbell Ave Ramp

Const

22nd St

Const

22nd St

Const

22nd St

Const

22nd St

Const

22nd St

Const

22nd St

Const

22nd St

Const

22nd St

22ND STREET CROSS SECTIONS

Area Fill = 0.38 SQ FT Volume Fill =0.35 CU YDS

Area Cut =163.75 SQ FT

Area Fill = 0.05 SQ FT

Area Fill = 12.87 SQ FT Volume Fill =11.96 CU YDS

Volume Cut =67.71 CU YDS

Area Cut =14.82 SQ FT

Area Fill = 343.51 SQ FT

Area Cut =23.16 SQ FT

Area Fill = 558.65 SQ FT

Area Cut =43.54 SQ FT

Area Fill = 791.39 SQ FT

Volume Cut =26.42 CU YDS

Volume Cut =35.17 CU YDS

Volume Cut =61.76 CU YDS

Volume Fill =1250.04 CU YDS

Volume Fill =312.39 CU YDS

Volume Fill =572.60 CU YDS

TCE

New

TCE

New

TCE

New

TCE

New

R/W New

R/W New

R/W New

R/W Exist

R/W Exist

R/W Exist

R/W Exist

R/W Exist

R/W Exist

TCE

New

R/W Exist R/W

Exist

R/W Exist

R/W Exist

R/W Exist

R/W Exist

R/W Exist

TCE

New

R/W Exist

TCE

New

R/W Exist

Area Cut =179.77 SQ FT Volume Cut =166.45 CU YDS

Volume Cut =318.07 CU YDS

Area Cut =122.21 SQ FT Volume Cut =264.78 CU YDS

Area Fill = 62.48 SQ FT

Area Cut =59.42 SQ FT Volume Cut =168.18 CU YDS

Volume Fill =69.77 CU YDS

Area Cut =13.71 SQ FT

3:1

Volume Fill =0.40 CU YDS

Area Fill = 274.90 SQ FT

Roadway Excavation

Roadway Embankment

50:1

50:1

Volume Fill =835.33 CU YDS

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

4:1

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

4:1

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

4:1

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

4:1

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

4:1

PLAN NO. I-2010-012 SHEET 28OF03

Sta 46+50 to Sta 49+50

46+50

47+00

47+50

48+00

48+52

49+00

49+50

3:1

3:1

3:1

3:1

3:1

3:1

4:1

4:1

Neff St

4:1

4:1

4:1

4:1

Const

Campbell Ave Ramp

Const

Campbell Ave Ramp

Const

Campbell Ave Ramp

Const

Campbell Ave Ramp

Const

Campbell Ave Ramp

Const

Campbell Ave Ramp

Const

Campbell Ave Ramp

Const

22nd St

Const

22nd St

Const

22nd St

Const

22nd St

Const

22nd St

Const

22nd St

22ND STREET CROSS SECTIONS

Area Cut =70.87 SQ FT

Area Fill = 985.19 SQ FT

Area Cut =112.65 SQ FT

Area Cut =166.55 SQ FT

Area Cut =224.30 SQ FT

Area Cut =288.86 SQ FT

Area Cut =969.25 SQ FT

Volume Fill =1644.98 CU YDS

Volume Cut =169.93 CU YDS

Volume Fill =2030.51 CU YDS

Volume Cut =258.52 CU YDS

Volume Fill =2440.17 CU YDS

Volume Cut =361.90 CU YDS

Volume Fill =2839.04 CU YDS

Volume Cut =1118.32 CU YDS

Volume Cut =494.15 CU YDS

Volume Fill =3303.75 CU YDS

Volume Cut =923.24 CU YDSArea Cut =27.85 SQ FT

R/W New

R/W New

R/W New

R/W New

R/W New

R/W New

R/W Exist

R/W Exist

R/W Exist

R/W Exist

TCE

New

R/W Exist

R/W Exist

R/W Exist

R/W Exist

R/W Exist

R/W Exist

R/W Exist

R/W Exist

C:\Projects\60269301 22nd St_Kino to Tucson Design_TUC\000_CAD\006_Civil\Sheets\Cross Sections\h9301xs03.dgn 3:52:57 PM

Const

22nd St

Roadway Excavation

Roadway Embankment

50:1

50:1

50:1

50:1

BRIDGE

WB 22ND ST

BRIDGE

EB 22ND ST

BRIDGE

WB 22ND ST

BRIDGE

EB 22ND ST

Area Fill = 1207.76 SQ FT

Area Fill = 1427.62 SQ FT

Area Fill = 1638.54 SQ FT

Area Fill = 1792.28 SQ FT

Area Fill = 0.58 SQ FT

Area Fill =2.19 SQ FT

Volume Cut =105.94 CU YDS

Volume Fill =0.52 CU YDS

Volume Fill =2.56 CU YDS

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

4:1

BRIDGE

WB 22ND ST

BRIDGE

EB 22ND ST

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

4:1

BRIDGE

WB 22ND ST

BRIDGE

EB 22ND ST

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

4:1

BRIDGE

WB 22ND ST

BRIDGE

EB 22ND ST

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

BRIDGE

WB 22ND ST

BRIDGE

EB 22ND ST

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

BRIDGE

WB 22ND ST

BRIDGE

EB 22ND ST

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

BRIDGE

WB 22ND ST

BRIDGE

EB 22ND ST

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

BRIDGE

WB 22ND ST

BRIDGE

EB 22ND ST

PLAN NO. I-2010-012 SHEET 28OF04

Sta 50+00 to Sta 53+50

50+50

51+00

51+50

52+00

52+50

53+00

53+50

4:1

Const

Campbell Ave Ramp

Const

Campbell Ave Ramp

Const

Campbell Ave Ramp

Const

22nd St

Const

22nd St

Const

22nd St

Const

22nd St

Const

22nd St

Const

22nd St

Const

22nd St

22ND STREET CROSS SECTIONS

Area Fill = 0.00 SQ FT

Area Cut =0.00 SQ FT

Area Fill = 0.00 SQ FT Volume Fill =0.00 CU YDS

Area Cut =0.00 SQ FT

Area Fill = 0.00 SQ FT

Volume Cut =0.00 CU YDS

Volume Fill =0.00 CU YDS

Area Cut =0.00 SQ FT

Area Fill = 0.00 SQ FT

Volume Cut =0.00 CU YDS

Volume Fill =0.00 CU YDS

Volume Cut =26.42 CU YDS

Volume Cut =3.42 CU YDS

R/W Exist

R/W Exist

R/W Exist

R/W Exist

R/W Exist

R/W Exist

R/W Exist

R/W Exist

R/W Exist

TCE

New

TCE

New

R/W Exist

R/W Exist

50+00

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

Area Cut =38.92 SQ FT

Area Cut =41.68 SQ FT

Volume Cut =62.06 CU YDS

C:\Projects\60269301 22nd St_Kino to Tucson Design_TUC\000_CAD\006_Civil\Sheets\Cross Sections\h9301xs04.dgn 3:52:57 PM

4:14:1

Const

Campbell Ave Ramp

Const 22nd St

R/W Exist

BRIDGE

WB 22ND ST

BRIDGE

EB 22ND ST

4:1

4:1

4:1

4:1

Const

Campbell Ave Ramp

Area Fill = 3.07 SQ FT

Area Fill = 6.45 SQ FT

Volume Cut =74.63 CU YDS

Volume Fill =8.81 CU YDS

Area Cut =25.34 SQ FT

Area Fill = 4.19 SQ FT Volume Fill =9.85 CU YDS

Volume Cut =46.46 CU YDS

Area Cut =3.69 SQ FT

Roadway Excavation

Roadway Embankment

Area Cut =24.84 SQ FT

Area Fill = 1.72 SQ FT

Volume Cut =61.82 CU YDS

Volume Fill =5.47 CU YDS

Volume Fill =1.59 CU YDS

Volume Fill =4.87 CU YDS

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

BRIDGE

WB 22ND ST

BRIDGE

EB 22ND ST

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

BRIDGE

WB 22ND ST

BRIDGE

EB 22ND ST

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

BRIDGE

WB 22ND ST

BRIDGE

EB 22ND ST

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

BRIDGE

WB 22ND ST

BRIDGE

EB 22ND ST

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

BRIDGE

WB 22ND ST

BRIDGE

EB 22ND ST

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

BRIDGE

WB 22ND ST

BRIDGE

EB 22ND ST

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

BRIDGE

WB 22ND ST

BRIDGE

EB 22ND ST

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

BRIDGE

WB 22ND ST

BRIDGE

EB 22ND ST

PLAN NO. I-2010-012 SHEET 28OF05

Sta 54+00 to Sta 57+50

54+00

54+50

55+00

55+50

56+00

57+50

57+00

56+50

Const

22nd St

Const

22nd St

Const 22nd St

Const

22nd St

Const

22nd St

Const

22nd St

Const

22nd St

Const

22nd St

22ND STREET CROSS SECTIONS

Area Cut =0.00 SQ FT

Area Fill = 0.00 SQ FT

Volume Cut =0.00 CU YDS

Volume Fill =0.00 CU YDS

Area Cut =0.00 SQ FT

Area Fill = 0.00 SQ FT

Volume Cut =0.00 CU YDS

Volume Fill =0.00 CU YDS

Area Cut =0.00 SQ FT

Area Fill = 0.00 SQ FT

Volume Cut =0.00 CU YDS

Volume Fill =0.00 CU YDS

Area Cut =0.00 SQ FT

Area Fill = 0.00 SQ FT

Volume Cut =0.00 CU YDS

Volume Fill =0.00 CU YDS

Area Cut =0.00 SQ FT

Area Fill = 0.00 SQ FT

Volume Cut =0.00 CU YDS

Volume Fill =0.00 CU YDS

Area Cut =0.00 SQ FT

Area Fill = 0.00 SQ FT

Volume Cut =0.00 CU YDS

Volume Fill =0.00 CU YDS

Area Cut =0.00 SQ FT

Area Fill = 0.00 SQ FT

Volume Cut =0.00 CU YDS

Volume Fill =0.00 CU YDS

Area Cut =0.00 SQ FT

Area Fill = 0.00 SQ FT

Volume Cut =0.00 CU YDS

Volume Fill =0.00 CU YDS

R/W Exist

R/W Exist

R/W Exist

R/W Exist

R/W Exist

R/W Exist

R/W Exist

R/W Exist

R/W Exist

R/W Exist

R/W Exist

R/W Exist

R/W Exist ADOT

R/W Exist ADOT

R/W Exist ADOT

R/W Exist ADOT

C:\Projects\60269301 22nd St_Kino to Tucson Design_TUC\000_CAD\006_Civil\Sheets\Cross Sections\h9301xs05.dgn 3:52:58 PM

Roadway Excavation

Roadway Embankment

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

BRIDGE

WB 22ND ST

BRIDGE

EB 22ND ST

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

BRIDGE

WB 22ND ST

BRIDGE

EB 22ND ST

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

BRIDGE

WB 22ND ST

BRIDGE

EB 22ND ST

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

BRIDGE

WB 22ND ST

BRIDGE

EB 22ND ST

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

BRIDGE

WB 22ND ST

BRIDGE

EB 22ND ST

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

BRIDGE

WB 22ND ST

BRIDGE

EB 22ND ST

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

BRIDGE

WB 22ND ST

BRIDGE

EB 22ND ST

PLAN NO. I-2010-012 SHEET 28OF06

Sta 58+00 to Sta 61+00

58+00

58+50

59+00

59+50

60+00

60+50

61+00

Const

22nd St

Const

22nd St

Const

22nd St

Const

22nd St

Const

22nd St

Const 22nd St

Const

22nd St

22ND STREET CROSS SECTIONS

Area Cut =0.00 SQ FT

Area Fill = 0.00 SQ FT

Volume Cut =0.00 CU YDS

Volume Fill =0.00 CU YDS

Area Cut =0.00 SQ FT

Area Fill = 0.00 SQ FT

Volume Cut =0.00 CU YDS

Volume Fill =0.00 CU YDS

Area Cut =0.00 SQ FT Volume Cut =0.00 CU YDS

Area Cut =0.00 SQ FT Volume Cut =0.00 CU YDS

Area Cut =0.00 SQ FT Volume Cut =0.00 CU YDS

Area Cut =0.00 SQ FT

Area Cut =0.00 SQ FT

Area Fill = 0.00 SQ FT

Area Fill = 0.00 SQ FT Volume Fill =0.00 CU YDS

Area Fill = 0.00 SQ FT Volume Fill =0.00 CU YDS

Area Fill = 0.00 SQ FT Volume Fill =0.00 CU YDS

Volume Cut =0.00 CU YDS

Volume Cut =0.00 CU YDS

R/W Exist

R/W Exist ADOT

R/W Exist ADOT

Volume Fill =0.00 CU YDS

C:\Projects\60269301 22nd St_Kino to Tucson Design_TUC\000_CAD\006_Civil\Sheets\Cross Sections\h9301xs06.dgn 3:52:59 PM

Roadway Excavation

Roadway Embankment

Cross Sections

See Ramp A

4:1

Const \ Ramp A

4:1

Cross Sections

See Ramp A

Const

Ramp A

4:1

Cross Sections

See Ramp A

R/W New ADOT

Const

Ramp A

Cross Sections

See Ramp A

R/W New ADOT

Const

Ramp A R/W

New ADOT

4:1 4:1

Area Fill = 345.09 SQ FT Volume Fill =319.53 CU YDS

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

PLAN NO. I-2010-012 SHEET 28OF07

Sta 61+50 to Sta 65+00

61+50

62+00

62+50

62+85

63+50

64+00

65+00

64+50

4:1

4:1

Const

22nd St

Const

22nd St

Const

22nd St

Const

22nd St

Const

22nd St

Const

22nd St

Const

22nd St

22ND STREET CROSS SECTIONS

Const

22nd St

Area Cut =0.00 SQ FT

Area Fill = 2934.95 SQ FT

Area Fill = 2261.39 SQ FT

Area Fill = 2232.62 SQ FT

Area Fill = 2458.30 SQ FT

Area Fill = 2171.98 SQ FT

Volume Cut =0.00 CU YDS Volume Cut =58.01 CU YDS

Volume Cut =40.85 CU YDS

Area Cut =165.67 SQ FT

Volume Fill =700.29 CU YDS Volume Fill =6254.85 CU YDS

Volume Fill =4161.12 CU YDS

Volume Fill =4343.44 CU YDS

Volume Fill =4287.30 CU YDS

C:\Projects\60269301 22nd St_Kino to Tucson Design_TUC\000_CAD\006_Civil\Sheets\Cross Sections\h9301xs07.dgn 3:52:59 PM

3:1

3:1

3:1

Volume Cut =0.00 CU YDS

Area Cut =60.89 SQ FT

Volume Cut =272.71 CU YDS

Volume Cut =186.77 CU YDS

Roadway Excavation

Area Cut =26.61 SQ FT

Area Cut =17.51 SQ FT

Roadway Embankment

Area Cut =0.00 SQ FT

Area Fill = 411.22 SQ FT

Area Cut =0.00 SQ FT Area Cut =36.04 SQ FTVolume Cut =0.00 CU YDS

Volume Cut =39.47 CU YDS

BRIDGE

WB 22ND ST

BRIDGE

EB 22ND ST

BRIDGE

WB 22ND ST

BRIDGE

EB 22ND ST

BRIDGE

WB 22ND ST

BRIDGE

EB 22ND ST

4:1 4:1

Const

Ramp AR/W New ADOT

R/W New ADOT

Const

Ramp A

4:1

R/W New ADOT

Const

Ramp A

4:1

4:1

Const

Ramp A

R/W New ADOT

R/W New ADOT

Const

Ramp A

4:1

R/W New ADOT

Const

Ramp A

4:1

R/W New ADOT

4:1

Const

Ramp A

R/W New ADOT

Const

Ramp A

4:1

Area Fill = 335.73 SQ FT

Area Fill = 231.19 SQ FT

Volume Fill =691.62 CU YDS

Volume Fill =524.93 CU YDS

Volume Fill =183.67 CU YDS

Overexcavation & Recompaction

Area Over Ex =28.47 SQ FT Vol Over Ex =31.77 CU YDS

Area Over Ex =56.00 SQ FT Vol Over Ex =78.21 CU YDS

Area Over Ex =81.60 SQ FT Vol Over Ex =127.41 CU YDS

Area Over Ex =5.84 SQ FT Vol Over Ex =0.00 CU YDS

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

PLAN NO. I-2010-012 SHEET 28OF08

Sta 65+50 to Sta 69+00

66+00

65+50

66+50

67+00

67+50

68+00

69+00

68+50

4:1

Plumer Ave

Const 22nd St

Const

22nd St

Const

22nd St

Const

22nd St

Const

22nd St

Const

22nd St

Const

22nd St

22ND STREET CROSS SECTIONS

Area Fill = 1798.92 SQ FT

Area Cut =0.00 SQ FT

Area Fill = 1516.23 SQ FT

Area Fill = 1291.46 SQ FT

Area Fill = 703.76 SQ FT

Area Fill = 496.01 SQ FT

Area Fill = 381.30 SQ FT

Volume Cut =26.44 CU YDS

Volume Cut =10.22 CU YDS

Volume Cut =1.29 CU YDS

Volume Cut =12.75 CU YDS

Volume Cut =33.34 CU YDS

Volume Cut =44.41 CU YDS

Volume Cut =53.46 CU YDS

Volume Fill =3676.76 CU YDS

Volume Fill =3069.57 CU YDS

Volume Fill =2599.70 CU YDS

Volume Fill =2106.85 CU YDS

Volume Fill =1562.69 CU YDS

Volume Fill =1110.90 CU YDS

Volume Fill =812.32 CU YDS

Volume Fill =598.79 CU YDS

R/W Exist ADOT

R/W Exist ADOT

R/W Exist ADOT

R/W Exist

Area Fill = 265.39 SQ FT

C:\Projects\60269301 22nd St_Kino to Tucson Design_TUC\000_CAD\006_Civil\Sheets\Cross Sections\h9301xs08.dgn 3:53:00 PM

Const

22nd St

4:1

4:1

4:1

Area Cut =1.39 SQ FT

Volume Cut =69.45 CU YDS

Roadway Excavation

Area Cut =11.04 SQ FT

Roadway Embankment

Const

Ramp A

R/W New ADOT

4:1

Const

Ramp A

Const

Ramp A

4:1

4:1

Const

Ramp A

Const

Ramp A

4:1

Const

Ramp A

4:1

Const

Ramp AR/W Exist ADOT

R/W Exist ADOT

4:1

R/W Exist R/W Exist

Const

Ramp A

4:1

Area Cut =12.38 SQ FT

Area Cut =23.63 SQ FT

Area Cut =24.33 SQ FT

Area Cut =33.41 SQ FT

Area Cut =41.60 SQ FT

Overexcavation & Recompaction

Area Over Ex =92.76 SQ FT Vol Over Ex =161.44 CU YDS

Cross Sections See Ramp B

Cross Sections See Ramp B

Cross Sections See Ramp B

Cross Sections See Ramp B

Cross Sections See Ramp B

Cross Sections See Ramp B

Sections B Cross

See Ramp

4:1

Area Fill = 983.94 SQ FT

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

4:1

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

4:1

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

4:1

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

4:1

PLAN NO. I-2010-012 SHEET OF09

Sta 69+50 to Sta 73+00

70+00

69+50

70+50

71+00

71+50

72+00

73+00

72+50

Const

22nd St

Const

22nd St

Const

22nd St

Const

22nd St

Const

22nd St

Const

22nd St

Const

22nd St

Const

22nd St

22ND STREET CROSS SECTIONS

Volume Fill =378.66 CU YDS

Volume Cut =148.16 CU YDS

R/W Exist

R/W Exist

Area Cut =50.74 SQ FT

Area Fill = 61.74 SQ FT Volume Fill =190.09 CU YDS

Area Cut =61.99 SQ FT

Volume Fill =110.71 CU YDS

Area Cut =77.93 SQ FT

Area Cut =87.68 SQ FT

Area Cut =72.33 SQ FT

Area Cut =64.11 SQ FT Volume Cut =126.33 CU YDS

Volume Fill =23.31 CU YDS

C:\Projects\60269301 22nd St_Kino to Tucson Design_TUC\000_CAD\006_Civil\Sheets\Cross Sections\h9301xs09.dgn 3:53:00 PM

Area Fill = 143.56 SQ FT

Volume Cut =72.94 CU YDS

Volume Cut =81.41 CU YDS

Area Cut =83.30 SQ FT Volume Cut =134.53 CU YDS

Volume Fill =87.28 CU YDS

Area Fill = 17.93 SQ FT Volume Fill =50.33 CU YDS

Area Fill = 11.71 SQ FT Volume Fill =27.44 CU YDS

Area Fill = 15.23 SQ FT Volume Fill =24.94 CU YDS

Roadway Excavation

Roadway Embankment

4:1

4:1

4:1

4:1

4:1

4:1

4:1

4:1

Const

Ramp A

Const

Ramp A

Const

Ramp A

Const

Ramp A

Area Cut =37.18 SQ FT

Area Fill = 57.83 SQ FT

Area Fill = 36.43 SQ FT Area Fill = 9.95 SQ FT

Volume Cut =149.29 CU YDS

Volume Cut =153.34 CU YDS

4:1

4:1

4:1

Volume Cut =104.38 CU YDS

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

4:1

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

4:1

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

4:1

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

4:1

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

4:14:1

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

4:1 4:1

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

4:14:1

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

4:1 4:1

PLAN NO. I-2010-012 SHEET 28OF10

Sta 73+50 to Sta 77+00

74+00

73+50

74+50

75+00

75+50

76+00

77+00

76+50

Norton Ave

Const

22nd St

Const

22nd St

Const

22nd St

Const

22nd St

Const

22nd St

Const

22nd St

Const

22nd St

Const

22nd St

22ND STREET CROSS SECTIONS

Area Cut =113.26 SQ FT

Area Fill = 9.57 SQ FT

Area Cut =126.34 SQ FT Volume Cut =221.85 CU YDS

Area Cut =127.37 SQ FT

Volume Fill =17.86 CU YDS

Volume Cut =160.61 CU YDS

Volume Fill =19.31 CU YDS

Volume Cut =234.92 CU YDS

Volume Fill =14.81 CU YDS

R/W Exist

TCE

New

C:\Projects\60269301 22nd St_Kino to Tucson Design_TUC\000_CAD\006_Civil\Sheets\Cross Sections\h9301xs10.dgn 3:53:01 PM

Area Cut =61.29 SQ FT

Volume Fill =16.06 CU YDS

Area Cut =48.90 SQ FT

Volume Fill =14.17 CU YDS

Area Cut =47.31 SQ FT Volume Cut =89.08 CU YDS

Volume Fill =15.54 CU YDS

Area Cut =56.55 SQ FT

Area Fill = 10.42 SQ FT

Volume Cut =96.17 CU YDS

Area Cut =60.20 SQ FT

Area Fill = 10.17 SQ FT

Volume Cut =108.10 CU YDS

Volume Fill =19.06 CU YDS

Volume Fill =18.28 CU YDS

Area Fill = 11.29 SQ FT

Area Fill = 4.70 SQ FT

Roadway Excavation

Roadway Embankment

4:1

4:1

4:1

Area Fill = 7.39 SQ FT

Area Fill = 7.91 SQ FT

Area Fill = 8.87 SQ FT

Volume Cut =116.11 CU YDS

Volume Cut =102.03 CU YDS

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

4:14:1

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

4:1 4:1

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

4:1 4:1

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

4:1

PLAN NO. I-2010-012 SHEET 28OF11

Sta 77+50 to Sta 79+00

78+00

77+50

78+50

79+00

Const

22nd St

Const

22nd St

Const

22nd St

Const

22nd St

22ND STREET CROSS SECTIONS

Area Cut =119.28 SQ FT Volume Cut =228.38 CU YDS

Volume Fill =7.97 CU YDS

Area Cut =123.20 SQ FT

Area Fill = 9.59 SQ FT

Volume Cut =224.52 CU YDS

Area Fill = 0.00 SQ FT

Volume Fill =12.50 CU YDS

Volume Cut =225.88 CU YDS

TCE

New

R/W Exist

R/W Exist

R/W Exist

TCE

New

TCE

New

Area Cut =127.43 SQ FT Volume Cut =229.80 CU YDS

C:\Projects\60269301 22nd St_Kino to Tucson Design_TUC\000_CAD\006_Civil\Sheets\Cross Sections\h9301xs11.dgn 3:53:01 PM

Area Fill = 3.91 SQ FT

Area Cut =120.75 SQ FT

Area Fill = 7.79 SQ FT Volume Fill =16.09 CU YDS

Volume Fill =7.21 CU YDS

Roadway Embankment

Roadway Excavation

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

12+00

12+50

13+00

4:14:1

4:14:1

4:14:1

4:1

Const

Ramp A

Const

Ramp A

Connection Const Campbell-Beverly

Const

Ramp A

Area Cut =90.78 SQ FT

Area Fill = 0.00 SQ FT Volume Fill =0.00 CU YDS

Area Cut =99.06 SQ FT Volume Cut =175.78 CU YDS

Overexcavation & Recompaction

Const

Multi-Use Path

Const

Multi-Use Path

Const

Multi-Use Path

Area Fill = 11.26 SQ FT Volume Fill =10.43 CU YDS

Area Cut =70.85 SQ FT

Area Fill = 18.55 SQ FT Volume Fill =27.60 CU YDS

4:14:1

9:1

19:1

4:1

Volume Cut =0.00 CU YDS

Volume Cut =157.32 CU YDS

R/W New ADOT

R/W New ADOT

R/W New ADOT

Area Over Ex =115.02 SQ FT

Sta 12+00 to Sta 13+00

RAMP A CROSS SECTIONS

Area Over Ex =120.43 SQ FT

Area Over Ex =105.64 SQ FT Vol Over Ex =0.00 CU YDS

Vol Over Ex =209.32 CU YDS

Vol Over Ex =218.01 CU YDS

PLAN NO. I-2010-012 SHEET 28OF12

C:\Projects\60269301 22nd St_Kino to Tucson Design_TUC\000_CAD\006_Civil\Sheets\Cross Sections\h9301xs12.dgn 3:53:02 PM

Roadway Embankment

Roadway Excavation

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

Sta 13+50 to Sta 17+00

RAMP A CROSS SECTIONS

13+50

14+00

14+50

15+00

15+50

17+00

16+50

16+00

4:1 4:1 4:1

4:1 4:1 4:1

4:1 4:1 4:1

4:1

4:1 4:1

4:14:1

5:1

4:1

4:1 4:1 4:1

4:1 4:1

Const

Ramp A

Const

Ramp A

Const

Drainage Channel

Const

Ramp A

Const

Drainage Channel

Const

Ramp A

Const

Ramp A

Const Ramp A

Const

Ramp A

Const

Ramp A

Area Cut =0.00 SQ FT

Area Cut =0.00 SQ FT Volume Cut =0.00 CU YDS

Area Fill = 381.50 SQ FT

Area Fill = 264.00 SQ FT

Area Fill = 155.43 SQ FT

Volume Cut =46.75 CU YDS

Volume Cut =51.25 CU YDS

Volume Fill =745.72 CU YDS

Volume Cut =30.61 CU YDS

Volume Fill =597.69 CU YDS

Volume Fill =388.36 CU YDS

Const

Multi-Use Path

Const

Multi-Use Path

Const

Multi-Use Path

Const

Multi-Use Path

Const

Multi-Use Path

Const

Multi-Use Path

Area Cut =93.42 SQ FT

Area Fill = 20.65 SQ FT Volume Fill =36.30 CU YDS

Area Cut =43.31 SQ FT

Area Fill = 81.38 SQ FT Volume Fill =94.47 CU YDS

Area Cut =24.56 SQ FT Volume Cut =62.84 CU YDS

Area Fill = 219.73 SQ FT Volume Fill =278.81 CU YDS

Area Cut =28.20 SQ FT Volume Cut =48.85 CU YDS

Area Fill = 296.18 SQ FT Volume Fill =477.69 CU YDS

Area Cut =22.29 SQ FT

Area Fill = 423.88 SQ FT Volume Fill =666.72 CU YDS

Area Cut =33.06 SQ FT

4:1

4:1

4:1

4:14:1

4:1

Volume Cut =152.10 CU YDS

Volume Cut =126.60 CU YDS

Const

Multi-Use Path

R/W New ADOT

R/W New ADOT

R/W New ADOT

R/W New ADOT

R/W New ADOT

R/W New ADOT

R/W New ADOT

R/W New ADOT

R/W New ADOT

R/W New ADOT

R/W New ADOT

Area Over Ex =115.02 SQ FT Vol Over Ex =213.00 CU YDS

Area Over Ex =66.73 SQ FT Vol Over Ex =168.29 CU YDS

Overexcavation & Recompaction

PLAN NO. I-2010-012 SHEET 28OF13

C:\Projects\60269301 22nd St_Kino to Tucson Design_TUC\000_CAD\006_Civil\Sheets\Cross Sections\h9301xs13.dgn

3:53:02 PM

Roadway Embankment

Roadway Excavation

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

4:1

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

4:14:1

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

4:14:1

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

4:14:1

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

4:1 4:1

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

4:1 4:1

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

4:1 4:1 4:1

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

4:1 4:1 4:1

Sta 13+00 to Sta 16+50

CAMPBELL BEVERLY CROSS SECTIONS

13+00

13+50

14+00

14+50

15+00

15+50

16+00

16+50

4:1

Connection Const Campbell-Beverly

Const

Ramp A

Connection Const Campbell-Beverly

Const

Ramp A

Connection Const Campbell-Beverly

Const

Ramp A

Connection Const Campbell-Beverly

Const

Ramp A

Connection Const Campbell-Beverly

Connection Const Campbell-Beverly

Connection Const Campbell-Beverly

Connection Const Campbell-Beverly

Area Cut =50.72 SQ FT

Area Fill = 0.00 SQ FT

Area Cut =56.80 SQ FT

Area Fill = 0.00 SQ FT

Volume Cut =99.56 CU YDS

Volume Fill =0.00 CU YDS

Area Cut =58.54 SQ FT

Area Fill = 0.00 SQ FT

Volume Cut =106.80 CU YDS

Volume Fill =0.00 CU YDS

Area Cut =57.28 SQ FT

Area Fill = 0.00 SQ FT

Volume Cut =107.24 CU YDS

Volume Fill =0.00 CU YDS

Area Fill = 0.00 SQ FT Volume Fill =0.00 CU YDS

Area Fill = 0.00 SQ FT Volume Fill =0.00 CU YDS

Area Fill = 0.00 SQ FT Volume Fill =0.00 CU YDS

Area Fill = 0.00 SQ FT Volume Fill =0.00 CU YDS

Const

Multi-Use Path

Const

Multi-Use Path

Area Cut =50.11 SQ FT

Area Cut =43.69 SQ FT Volume Cut =86.85 CU YDS

Area Cut =43.91 SQ FT Volume Cut =81.11 CU YDS

Area Cut =45.82 SQ FT

4:1

4:1

Volume Cut =0.00 CU YDS

Volume Fill =0.00 CU YDS

R/W Exist ADOT

R/W Exist ADOT

R/W Exist ADOT

R/W Exist ADOT

R/W Exist

R/W Exist

R/W Exist ADOT

R/W Exist ADOT

R/W Exist ADOT

R/W Exist ADOT

Volume Cut =99.44 CU YDS

Volume Cut =83.08 CU YDS

PLAN NO. I-2010-012 SHEET 28OF14

C:\Projects\60269301 22nd St_Kino to Tucson Design_TUC\000_CAD\006_Civil\Sheets\Cross Sections\h9301xs14.dgn 3:53:09 PM

Roadway Embankment

Roadway Excavation

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

4:1 4:1

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

4:14:1 4:1

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

4:14:1 4:1 4:1

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

4:14:1 4:1 4:1

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

4:1 4:1

Sta 17+00 to Sta 19+00

CAMPBELL BEVERLY CROSS SECTIONS

17+00

17+50

18+00

18+50

19+00

4:1

Connection Const Campbell-Beverly

Connection Const Campbell-Beverly

Connection Const Campbell-Beverly

Const

Ramp A

Connection Const Campbell-Beverly

Const

Ramp A

Connection Const Campbell-Beverly

Const

Ramp A

Area Fill = 0.00 SQ FT Volume Fill =0.00 CU YDS

Area Fill = 0.00 SQ FT

Area Cut =64.13 SQ FT

Area Fill = 0.00 SQ FT Volume Fill =0.00 CU YDS

Area Cut =56.17 SQ FT

Area Fill = 0.00 SQ FT

Volume Cut =111.39 CU YDS

Volume Fill =0.00 CU YDS

Area Cut =35.16 SQ FT

Area Fill = 0.00 SQ FT

Volume Cut =84.56 CU YDS

Volume Fill =0.00 CU YDS

Const

Multi-Use Path

Const

Multi-Use Path

Const

Multi-Use Path

Const

Multi-Use Path

Area Cut =47.46 SQ FT

Area Cut =56.50 SQ FT

4:14:1

4:14:1

4:1

Volume Fill =0.00 CU YDS

Volume Cut =111.69 CU YDS

R/W New

R/W Exist ADOT

R/W New ADOT

R/W New ADOT

Volume Cut =86.37 CU YDS

Volume Cut =96.26 CU YDS

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

PLAN NO. I-2010-012 SHEET OF

MULTI-USE PATH CROSS SECTIONS

Sta 66+00 to Sta 69+50

Const

Ramp A

Const

Ramp A

Const

Ramp A

Const

Ramp A

Const

Ramp A

Const

Ramp A

Const

Ramp A

Const

Ramp A

Connection Const Campbell-Beverly

Connection Const Campbell-Beverly

Connection Const Campbell-Beverly

Connection Const Campbell-Beverly

Connection Const Campbell-Beverly

Connection Const Campbell-Beverly

4:14:1

4:1 4:1

4:1 4:1

4:1 4:1

4:1

4:1

4:1

Area Cut =6.15 SQ FT

Area Fill = 0.11 SQ FT

Volume Cut =0.00 CU YDS

Volume Fill =0.00 CU YDS

Area Cut =9.02 SQ FT

Area Fill = 0.00 SQ FT

Volume Cut =14.05 CU YDS

Volume Fill =0.10 CU YDS

Area Cut =12.10 SQ FT

Area Fill = 0.00 SQ FT

Volume Cut =19.56 CU YDS

Area Cut =20.55 SQ FT

Area Fill = 0.00 SQ FT

Volume Cut =30.23 CU YDS

Area Cut =33.83 SQ FT

Area Fill = 0.00 SQ FT

Volume Cut =50.35 CU YDS

Volume Fill =0.00 CU YDS

Area Cut =63.88 SQ FT

Area Fill = 0.00 SQ FT

Volume Cut =90.47 CU YDS

Volume Fill =0.00 CU YDS

Area Cut =106.02 SQ FT

Area Fill = 0.00 SQ FT Volume Fill =0.00 CU YDS

Area Fill = 0.00 SQ FT

Area Cut =319.44 SQ FT

66+00

66+50

67+00

67+50 69+50

69+00

68+50

68+00

Volume Fill =0.00 CU YDS

Volume Cut =393.94 CU YDS

Const

Multi-Use Path

Const

Multi-Use Path

Const

Multi-Use Path

Const

Multi-Use Path

Const

Multi-Use Path

Const

Multi-Use Path

Const

Multi-Use Path

Const

Multi-Use Path

4:1

Volume Fill =0.00 CU YDS

Volume Fill =0.00 CU YDS

Volume Cut =157.31 CU YDS

R/W New

R/W New ADOT

R/W New ADOT

R/W New ADOT

R/W New ADOT

R/W New ADOT

R/W Exist ADOT

R/W Exist ADOT

R/W Exist ADOT

C:\Projects\60269301 22nd St_Kino to Tucson Design_TUC\000_CAD\006_Civil\Sheets\Cross Sections\h9301xs15.dgn 3:53:10 PM

Roadway Embankment

Roadway Excavation

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

PLAN NO. I-2010-012 SHEET OF

MULTI-USE PATH CROSS SECTIONS

Sta 70+00 to Sta 73+50

Const

Drainage Channel

Const

Drainage Channel

Const

Drainage Channel

Const

Drainage Channel

Const

Drainage Channel

Const

Ramp A

16 28

4:1 4:1

4:1

4:1

4:1 4:1

4:1

4:1

4:1

4:1

Area Fill = 0.00 SQ FT Volume Fill =0.00 CU YDS

Area Fill = 0.00 SQ FT Volume Fill =0.00 CU YDS

Area Fill = 0.00 SQ FT Volume Fill =0.00 CU YDS

Area Fill = 32.30 SQ FT

Volume Fill =73.99 CU YDS

Area Cut =417.45 SQ FT

Area Cut =451.59 SQ FT

Area Cut =483.02 SQ FT

Area Cut =479.67 SQ FT

Area Cut =356.67 SQ FT

Area Cut =277.66 SQ FT

70+00

70+50

71+00

71+50 73+50

73+00

72+50

72+00 Volume Cut =682.31 CU YDS

Volume Cut =804.67 CU YDS

Volume Cut =865.38 CU YDS

Volume Cut =330.25 CU YDS

Const

Multi-Use Path

Const

Multi-Use Path

Const

Multi-Use Path

Const

Multi-Use Path

Const

Multi-Use Path

Const

Multi-Use Path

Const

Multi-Use Path

Const

Multi-Use Path

4:1

4:1

4:1

Volume Fill =29.91 CU YDS

Area Cut =221.66 SQ FTVolume Cut =891.38 CU YDS

Volume Cut =774.39 CU YDS

Volume Fill =103.90 CU YDS

Volume Cut =257.09 CU YDS

Volume Cut =462.33 CU YDS

R/W New

R/W New

R/W New

R/W New

R/W New

R/W New ADOT

R/W New ADOT

R/W New ADOT

R/W New ADOT

R/W New ADOT

R/W New ADOT

R/W New ADOT R/W

New ADOT

R/W New ADOT

R/W New ADOT

C:\Projects\60269301 22nd St_Kino to Tucson Design_TUC\000_CAD\006_Civil\Sheets\Cross Sections\h9301xs16.dgn 3:53:10 PM

Roadway Embankment

Roadway Excavation

4:1

Area Fill = 79.91 SQ FT

Area Cut =0.00 SQ FT

Area Fill = 0.00 SQ FT

Area Fill = 0.00 SQ FT Volume Fill =0.00 CU YDS

Volume Fill =171.19 CU YDSArea Fill = 184.88 SQ FT

PLAN NO. I-2010-012 SHEET OF

MULTI-USE PATH CROSS SECTIONS

Sta 74+00 to Sta 77+50

17 28

C:\Projects\60269301 22nd St_Kino to Tucson Design_TUC\000_CAD\006_Civil\Sheets\Cross Sections\h9301xs17.dgn 3:53:11 PM

Roadway Embankment

Roadway Excavation

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

74+00

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

74+50

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

75+00

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

75+50

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

76+00

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

76+50

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

77+00

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

77+50

Const

Multi-Use Path

Const

Multi-Use Path

Const

Multi-Use Path

Const

Multi-Use Path

Const

Multi-Use Path

Const

Multi-Use Path

Const

Multi-Use Path

Const

Multi-Use Path

Const

Drainage Channel

Const

Drainage Channel

Const

Drainage Channel

Const

Drainage Channel

Const

Drainage Channel

Const

Drainage Channel

Const

Drainage Channel \ Const

Connection Multi-Use Path

Const

Connection Multi-Use Path

Const

Connection Multi-Use Path

Const

Connection Multi-Use Path

Const

Connection Multi-Use Path

Const

Connection Multi-Use Path

Area Fill = 270.07 SQ FT

Area Cut =282.14 SQ FT

Volume Fill =421.25 CU YDS

Volume Cut =466.48 CU YDS

Area Fill = 206.44 SQ FT

Area Cut =335.99 SQ FT

Volume Fill =441.21 CU YDS

Volume Cut =572.34 CU YDS

Area Fill = 129.93 SQ FT

Area Cut =269.58 SQ FT

Volume Fill =311.45 CU YDS

Volume Cut =560.71 CU YDS

Area Fill = 95.02 SQ FT

Area Cut =269.78 SQ FT

Volume Fill =208.29 CU YDS

Volume Cut =499.41 CU YDS

Area Fill = 154.32 SQ FT

Area Cut =409.50 SQ FT

Volume Fill =230.87 CU YDS

Volume Cut =628.96 CU YDS

Area Fill = 188.66 SQ FT

Area Cut =452.27 SQ FT

Volume Fill =317.57 CU YDS

Volume Cut =797.94 CU YDS

Area Fill = 119.97 SQ FT

Area Cut =379.63 SQ FT

Volume Fill =285.77 CU YDS

Volume Cut =770.28 CU YDS

Volume Fill =111.08 CU YDS

Volume Cut =351.51 CU YDS

4:1

4:1

4:1

4:1

Varies

Varies

Varies

Area Cut =0.00 SQ FT

Area Fill = 0.00 SQ FT

Varies

Varies

Varie s

PLAN NO. I-2010-012 SHEET 28OF18

C:\Projects\60269301 22nd St_Kino to Tucson Design_TUC\000_CAD\006_Civil\Sheets\Cross Sections\h9301xs18.dgn 3:53:11 PM

MULTI-USE PATH CROSS SECTIONS Roadway Embankment

Roadway Excavation

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

77+89

Const

Multi-Use Path

Sta 77+89

Area Cut =0.00 SQ FT

Area Fill = 0.00 SQ FT

Volume Cut =0.00 CU YDS

Volume Fill =0.00 CU YDS

PLAN NO. I-2010-012 SHEET 28OF19

C:\Projects\60269301 22nd St_Kino to Tucson Design_TUC\000_CAD\006_Civil\Sheets\Cross Sections\h9301xs19.dgn 3:53:11 PM

Roadway Embankment

Roadway Excavation

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

10+71

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

11+00

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

11+50

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

12+00

Const

Ramp B

Const

Ramp B

Const

Ramp B

Const

Ramp B

Const

Connection Multi-Use Path

Sta 10+71 to Sta 12+00

RAMP B CROSS SECTIONS

Area Cut =71.92 SQ FT

Area Fill = 137.30 SQ FT Volume Fill =78.83 CU YDS

Area Cut =58.09 SQ FT

Volume Fill =127.13 CU YDS

Area Cut =68.41 SQ FT Volume Cut =117.13 CU YDS

Area Fill = 9.49 SQ FT

Area Cut =0.00 SQ FT

Area Fill = 0.00 SQ FT

Area Fill = 0.00 SQ FT

Volume Cut =0.00 CU YDS

Volume Fill =0.00 CU YDS

Volume Cut =38.62 CU YDS

Volume Cut =53.79 CU YDS

PLAN NO. I-2010-012 28OF20

C:\Projects\60269301 22nd St_Kino to Tucson Design_TUC\000_CAD\006_Civil\Sheets\Cross Sections\h9301xs20.dgn 3:53:12 PM

SHEET OF

Roadway Embankment

Roadway Excavation

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

12+50

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

13+00

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

13+50

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

14+00

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

14+50

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

15+00

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

15+50

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

15+86

Const

Ramp B

Const

Ramp B

Const

Ramp B

Const

Ramp B

Const

Ramp B

Const

Ramp B

Const

Ramp B

Const

Ramp B

Const

Connection Multi-Use Path

Const

Connection Multi-Use Path

Const

Connection Multi-Use Path

RAMP B CROSS SECTIONS

Sta 12+50 to Sta 15+86

Area Fill = 31.77 SQ FT

Area Cut =24.11 SQ FT

Volume Fill =29.42 CU YDS

Area Fill = 87.55 SQ FT Volume Fill =110.48 CU YDS

Area Fill = 138.36 SQ FT Volume Fill =209.18 CU YDS

Area Fill = 38.98 SQ FT Volume Fill =164.20 CU YDS

Area Fill = 34.40 SQ FT Volume Fill =67.94 CU YDS

Area Fill = 38.68 SQ FT Volume Fill =67.67 CU YDS

Area Fill = 42.57 SQ FT Volume Fill =75.23 CU YDS

Area Fill = 37.03 SQ FT Volume Fill =53.07 CU YDS

Cross Sections See 22nd St

Cross Sections See 22nd St

Cross Sections See 22nd St

Cross Sections See 22nd St

Cross Sections See 22nd St

Cross Sections See 22nd St

Cross Sections See 22nd St

Cross Sections See 22nd St

Area Cut =9.35 SQ FT

Area Cut =0.00 SQ FT

Area Cut =6.94 SQ FT

Area Cut =5.76 SQ FT

Area Cut =2.86 SQ FT

Area Cut =7.10 SQ FT Area Cut =0.00 SQ FT

Volume Cut =85.67 CU YDS

Volume Cut =30.98 CU YDS

Volume Cut =8.66 CU YDS

Volume Cut =0.00 CU YDS

Volume Cut =6.43 CU YDS

Volume Cut =11.76 CU YDS

Volume Cut =7.98 CU YDS

Volume Cut =6.64 CU YDS

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

C:\Projects\60269301 22nd St_Kino to Tucson Design_TUC\000_CAD\006_Civil\Sheets\Cross Sections\h9301xs21.dgn 3:53:12 PM

PLAN NO. I-2010-012 SHEET OF21 28

253+86

254+00

254+50

255+00

255+50

256+00

256+50

257+00

BARRAZA-AVIATION PKWY CROSS SECTIONS

Sta 253+86 to Sta 257+00

Area Cut =0.00 SQ FT Volume Cut =0.00 CU YDS

Area Cut =0.00 SQ FT Volume Cut =0.00 CU YDS

Volume Cut =15.06 CU YDS

Area Cut =0.00 SQ FT Volume Cut =15.06 CU YDS

Area Cut =0.00 SQ FT Volume Cut =0.00 CU YDS

Area Cut =3.10 SQ FT

Area Fill = 13.27 SQ FT Volume Fill =18.43 CU YDS

Volume Cut =2.87 CU YDS

Area Cut =5.48 SQ FT

Area Fill = 18.55 SQ FT

Volume Cut =7.94 CU YDS

Area Cut =6.94 SQ FT

Area Fill = 23.76 SQ FT Volume Fill =39.18 CU YDS

Volume Cut =11.50 CU YDS

Roadway Excavation

Roadway Embankment

Const Pkwy

Barraza-Aviation

Const Pkwy

Barraza-Aviation

Const Pkwy

Barraza-Aviation

Const Pkwy

Barraza-Aviation

Const Pkwy

Barraza-Aviation

Const Pkwy

Barraza-Aviation

Const Pkwy

Barraza-Aviation

Const Pkwy

Barraza-Aviation

Const

Kino Ramp D

Const

Kino Ramp D

Const

Kino Ramp D

Const

Kino Ramp D

Const

Kino Ramp D

Const

Kino Ramp D

Const

Kino Ramp D

Const

Kino Ramp D

Area Fill = 0.00 SQ FT Volume Fill =0.00 CU YDS

Area Fill = 0.00 SQ FT Volume Fill =0.00 CU YDS

Area Fill = 0.00 SQ FT Volume Fill =0.00 CU YDS

Area Cut =16.27 SQ FT

Area Fill = 0.00 SQ FT

Area Fill = 6.63 SQ FT

Volume Fill =0.00 CU YDS

Volume Fill =6.14 CU YDS

Volume Fill =29.46 CU YDS

R/W Exist

R/W Exist

R/W Exist

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

SHEETPLAN NO. I-2010-012 28OF22

C:\Projects\60269301 22nd St_Kino to Tucson Design_TUC\000_CAD\006_Civil\Sheets\Cross Sections\h9301xs22.dgn 3:53:13 PM

257+50

258+00

258+50

259+00

259+50

260+00

260+50

261+00

Sta 257+50 to Sta 261+00

BARRAZA-AVIATION PKWY CROSS SECTIONS

Area Cut =8.32 SQ FT

Area Fill = 27.43 SQ FT Volume Fill =47.40 CU YDS

Volume Cut =14.13 CU YDS

Area Fill = 31.91 SQ FT

Volume Cut =18.63 CU YDS

Area Fill = 37.12 SQ FT Volume Fill =63.92 CU YDS

Volume Cut =23.58 CU YDS

Area Fill = 39.63 SQ FT Volume Fill =71.06 CU YDS

Volume Cut =27.84 CU YDS

Area Fill = 41.04 SQ FT Volume Fill =74.69 CU YDS

Volume Cut =29.68 CU YDS

Area Fill = 44.03 SQ FT Volume Fill =78.77 CU YDS

Volume Cut =30.45 CU YDS

Area Fill = 45.31 SQ FT Volume Fill =82.72 CU YDS

Volume Cut =35.63 CU YDS

Area Fill = 38.68 SQ FT

Volume Cut =42.59 CU YDS

Roadway Excavation

Roadway Embankment

Const Pkwy

Barraza-Aviation

Const Pkwy

Barraza-Aviation

Const Pkwy

Barraza-Aviation

Const Pkwy

Barraza-Aviation

Const Pkwy

Barraza-Aviation

Const Pkwy

Barraza-Aviation

Const Pkwy

Barraza-Aviation

Const Pkwy

Barraza-Aviation

Const

Kino Ramp D

Const

Kino Ramp D

Const

Kino Ramp D

Const

Kino Ramp D

Const

Kino Ramp D

Const

Kino Ramp D

Const

Kino Ramp D

Const

Kino Ramp D

Area Cut =11.80 SQ FT

Area Cut =13.67 SQ FT

Area Cut =16.40 SQ FT

Area Cut =15.65 SQ FT

Area Cut =17.24 SQ FT

Area Cut =21.24 SQ FT

Area Cut =24.76 SQ FT

Volume Fill =77.77 CU YDS

R/W Exist

R/W Exist

R/W Exist

R/W Exist

R/W Exist

R/W Exist

R/W Exist

R/W

Volume Fill =54.94 CU YDS

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

PLAN NO. I-2010-012 SHEET 28OF23

C:\Projects\60269301 22nd St_Kino to Tucson Design_TUC\000_CAD\006_Civil\Sheets\Cross Sections\h9301xs23.dgn 3:53:13 PM

261+50

262+00

262+50

263+00

263+50

264+00

264+50

265+00

Sta 261+50 to Sta 265+00

BARRAZA-AVIATION PKWY CROSS SECTIONS

Area Fill = 40.81 SQ FT

Volume Cut =50.40 CU YDS

Area Fill = 41.56 SQ FT Volume Fill =76.27 CU YDS

Volume Cut =60.52 CU YDS

Area Fill = 41.98 SQ FT Volume Fill =77.35 CU YDS

Volume Cut =71.05 CU YDS

Area Fill = 46.45 SQ FT Volume Fill =81.88 CU YDS

Volume Cut =83.04 CU YDS

Area Fill = 47.76 SQ FT Volume Fill =87.23 CU YDS

Volume Cut =93.97 CU YDS

Area Fill = 49.91 SQ FT Volume Fill =90.44 CU YDS

Area Fill = 51.80 SQ FT Volume Fill =94.18 CU YDS

Area Fill = 53.16 SQ FT Volume Fill =97.19 CU YDS

Roadway Excavation

Roadway Embankment

Const Pkwy

Barraza-Aviation

Const Pkwy

Barraza-Aviation

Const Pkwy

Barraza-Aviation

Const Pkwy

Barraza-Aviation

Const Pkwy

Barraza-Aviation

Const Pkwy

Barraza-Aviation

Const Pkwy

Barraza-Aviation

Const Pkwy

Barraza-Aviation

Const

Kino Ramp D

Const

Kino Ramp D

Const

Kino Ramp D

Const

Kino Ramp D

Const

Kino Ramp D

Const

Kino Ramp D

Const

Kino Ramp D

Const

Kino Ramp D

Area Cut =29.67 SQ FT

Area Cut =35.69 SQ FT

Area Cut =41.04 SQ FT

Area Cut =48.64 SQ FT

Area Cut =52.85 SQ FT

Area Cut =53.98 SQ FT

Area Cut =58.46 SQ FT

Area Cut =61.82 SQ FT

Volume Fill =73.60 CU YDS

Volume Cut =190.04 CU YDS

Volume Cut =104.11 CU YDS

Volume Cut =111.37 CU YDS

R/W Exist

R/W Exist

R/W Exist

R/W Exist

R/W Exist

R/W Exist

R/W Exist

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

E le v a t io n

0 10 20 30 40 50 60 70 80 90 100 110 120 125-10-20-30-40-50-60-70-80-90-100-110-120-125

24PLAN NO. I-2010-012 SHEET 28OF

C:\Projects\60269301 22nd St_Kino to Tucson Design_TUC\000_CAD\006_Civil\Sheets\Cross Sections\h9301xs24.dgn 3:53:14 PM

265+50

266+00

266+50

267+00

267+50

268+00

268+50

269+00

Sta 265+50 to Sta 269+00

BARRAZA-AVIATION PKWY CROSS SECTIONS

Area Fill = 54.59 SQ FT Volume Fill =99.77 CU YDS

Area Fill = 54.39 SQ FT Volume Fill =100.91 CU YDS

Area Fill = 56.72 SQ FT Volume Fill =102.88 CU YDS

Area Fill = 57.10 SQ FT Volume Fill =105.39 CU YDS

Area Fill = 56.75 SQ FT Volume Fill =105.42 CU YDS

Area Fill = 63.32 SQ FT Volume Fill =111.18 CU YDS

Area Fill = 72.70 SQ FT Volume Fill =125.94 CU YDS

Area Fill = 88.42 SQ FT Volume Fill =149.19 CU YDS

Volume Cut =65.26 CU YDS

Roadway Excavation

Roadway Embankment

Const Pkwy

Barraza-Aviation

Const Pkwy

Barraza-Aviation

Const Pkwy

Barraza-Aviation

Const Pkwy

Barraza-Aviation

Const Pkwy

Barraza-Aviation

Const Pkwy

Barraza-Aviation

Const Pkwy

Barraza-Aviation

Const Pkwy

Barraza-Aviation

Const

Kino Ramp D

Const

Kino…

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