ADOT RESOLUTION FOR ADOT AESTHETIC DESIGN APPROVAL CLEAN 6-8-20.PDF

Maricopa County — Formal (2020-06-24)

Extracted text (via pymupdf) 18370 characters

When recorded, return to:
Maricopa County Real Estate Department
Attn: General Government PM Supervisor
2801 W. Durango St
Phoenix, AZ 85009

RESOLUTION APROVING AESTHETIC DESIGN

WHEREAS, in 2010, the State of Arizona (State) brought an action in eminent domain, CV 2010-
016135, against Maricopa County (County) to acquire an Aerial Easement (Easement) from the
County for improvements to the existing Interstate Highway 10 (I-10); and
WHEREAS, the State and the County resolved said court action via a Stipulated Judgment
(Judgement) done in open court on November 9, 2010, and the court issued a Final Order of
Condemnation (FOC) in open court on January 18, 2011, which was filed of record in the Official
Records of the Maricopa County Recorder as Document Number 2011-0067549 on January 25,
2011; and
WHEREAS, said Easement is located within a portion of the Twin Buttes Cemetery in the West
half of the Northeast Quarter (W1/2NE1/4) of Section 29, Township 1 North, Range 4 east, Gila
and Salt River Base and Meridian; and
WHEREAS, Paragraph 2 of the Judgment says that the State will construct a bridge within the
Easement to widen I-10 and the State, at its sole cost and expense, shall: (1) provide electricity
and lighting under the bridge twenty-four (24) hours a day seven (7) days a week; (2) install
decorative rock landscaping and fencing; and (3) provide aesthetic treatment to the bridge
abutments and retaining walls; and
WHEREAS, the State is in the process of completing its design for the State’s F0072 01D (I-10,
I-17 to SR 202) project (Project), and because there are minor changes to the agreed upon
aesthetic treatments, the State submitted preliminary plan excerpts, attached hereto and made a
part hereof as Exhibit A to this Resolution, depicting the abutment and retaining wall aesthetics
for the for the County’s review and approval; and
WHEREAS, the County has reviewed the State’s submitted preliminary aesthetics plan excerpts
and agrees that said design is consistent with the terms of the Judgment and FOC entered in
CV2010-016135 as well is consistent with the ongoing use of the land as a cemetery; and
NOW THEREFORE, BE IT RESOLVED that the Board of Supervisors hereby approves the
State’s proposed aesthetic design depicted in Exhibit A for the Project abutments and retaining
walls in the Easement; and
BE IT FURTHER RESOLVED that the Board of Supervisors hereby delegates to the Director of
Real Estate Department the authority to execute, on behalf of the County, administrative
documents that are “approved as to form” by the Maricopa County Attorney’s Office, that are
required by the State to indicate that the County approves of the design proposed by the State.

ADOPTED by the Maricopa County Board of Supervisors, Maricopa County, Arizona, this ____
day of _______________ 2020.

Maricopa County

By: _______________________________
Chairman, Board of Supervisors Date

ATTEST:

By: _______________________________
Clerk of the Board Date

Approved as to form:

____________________________
Deputy County Attorney Date

8'-0" O.C. (Typ)
(Typ)
6" Min.
(Typ)
6"
42"
21.8"
19.2"
Varies
D-01.00
PROJECT WIDE DETAILS
4'-10" TO 5' Typ
1 3/8"
NTS
Hold Back Typ
MSE Rustication
1/2" Chamfer (Typ)
Panel Edge (Typ)
NTS
\ Panel Joint to \ Panel Joint
5'x5' or 5'x10' Typ
1 3/8"
NOISE BARRIER
LIGHT WEIGHT NOISE BARRIER
PROJECT WIDE AESTHETICS
NTS
MSE PANEL
Varies
C
L
C
L
Street Side Elevation
Bridge Structure
Vertical Face of
C
L
C
L
20° (Typ)
NTS
SAFETY HANDRAIL
Semi-gloss (Typ)
Color TBD -
Paint Rails and Posts
Coping (Typ)
Concrete Cap /
Retaining Wall
Developer to Provide Shop Drawings.
1. MSE Panel Dimensions Schematic,
NOTE:
Sheet D-01.01
See Detail D-5,
Sheet D-01.02
See Detail D-6,
Sheet D-01.02
See Detail D-6,
STATE
F.H.W.A.
REGION
ARIZ.
PROJECT NO.
SHEET
NO.
TOTAL
SHEETS
9

ARIZONA DEPARTMENT OF TRANSPORTATION
DESIGN
DRAWN
DATE
ROADWAY DESIGN SERVICES
CHECKED
NAME
TRACS NO.
OF
LOCATION
ROUTE
K:\CDG Projects\2018-254\CADD\Sheets\F0072-D-01.00.dgn
__
REVISIONS-

SURVEY NO.
FINISHED PLANS-

LOCATION-

DATE-
REVISIONS-

SURVEY NO.
FINISHED PLANS-

LOCATION-

DATE-
I-10
ECC
DWG NO.
OR RECORDING
NOT FOR
CONSTRUCTION
F0072 01D
RECORD DRAWING
INFRASTRUCTURE DELIVERY AND OPERATIONS DIVISION
10/19
10/19
10/19
GEC I-10, I-17 to SR 202
010-C(220)T
010 MA 149
010-C(220)T
PRELIMINARY
REVIEW
DRAFT
DETAIL SHEET
AESTHETICS
STAFF
AS
Exhibit A

D-03.01
CA 2 - WING WALLS & ABUTMENTS
WING WALL/ABUTMENT RUSTICATION
CHARACTER AREA 2 -
Front Of Wall
Finished Grade
Expansion Jt.
Varies
NTS
Coping
MSE WING-WALL
Varies
Coping
HOHOKAM POTTERY PATTERN
RUSTCATION FOR ABUTMENT
MSE WING-WALL
Expansion Jt.
Smooth panel Typ.
width.
Pattern to fit Wall
Adjust Smooth
width.
Pattern to fit Wall
Adjust Smooth
MSE ABUTMENT

Details for Approval by ADOT prior to Fabrication.
Developer Shall Provide Shop Drawings for All Aesthetics Patterns and Fabrication
8.
Developer to Field Verify All Dimensions/Layout.
7.
Provisions and Approval from ADOT.
as Long as They Demonstrate Equivalent Color Effects As Per the Technical
Names, or Trademarks such as: Sherwin-Williams (Frazee), and Dunn-Edwards Paint
Reference and Control Samples Only. The Developer May Apply any Paint Color, Brand
Paint Numbers Shown in the Landscape Aesthetics Concepts are for Paint Color
6.
Shown and Approved by ADOT.
Post-Applied Rustication, Finish, Patterns, and Colors to Match Intent Of Details As
Cast Concrete Rustication Patterns Shown in Details. If Developer Proposes
5.
Paint Shall Extend a Minimum of 2' Below Finish Grade or to Top of Foundation.
4.
Developer Shall Paint Rustication as per Section 800 of the Technical Provisions.
3.
of Foundation.
Rustication Patterns Shall Extend a Minimum of 2' Below Finish Grade or to Top
2.
Rustication Batter or Draft is 1/4" to 1".
1.
GENERAL NOTES:
to the Bottom of Wall Coping/Cap.
Measured From Finished Grade/Top of Adjacent Barrier
Greater When
Rustication Shall Occur on Walls With a Clear Height Distance of 12' or
5.
Mminimum 2" Extruded Surface.
Post Applied Rustication Accents Shall Have a
Ccast Into Concrete.
Rustication Accents Shall be Recessed a Minimum 2" When Accent is
4.
Size and Shape of MSE Panels Per Wall Manufacturer.
3.
MSE/CIP Walls Shown in Elevations Are Sample Types Only.
2.
See Structural Retaining Wall Details and Plans for Final Engineering.
1.
WALL NOTES:
D-14
DETAIL
NTS
Sheet D-03.02
See Detail D-15
Rustication
Wing Wall
STATE
F.H.W.A.
REGION
ARIZ.
PROJECT NO.
SHEET
NO.
TOTAL
SHEETS
9

ARIZONA DEPARTMENT OF TRANSPORTATION
DESIGN
DRAWN
DATE
ROADWAY DESIGN SERVICES
CHECKED
NAME
TRACS NO.
OF
LOCATION
ROUTE
K:\CDG Projects\2018-254\CADD\Sheets\F0072-D-03.01.dgn
__
REVISIONS-

SURVEY NO.
FINISHED PLANS-

LOCATION-

DATE-
REVISIONS-

SURVEY NO.
FINISHED PLANS-

LOCATION-

D-03.02
CA 2 - RETAINING WALLS
NTS
5'x5' panel
2ƒ"
2ƒ "
2ƒ "
2ƒ"
2'ƒ"
1'-7‚"
1'-10"
1'-10"
1'-10"
8"
5'-0"
4"
4"
10'-0"
4•"
3"
3"
4'-4"
8‚"
and horizontally.
shall line up vertically
Moutain Maize Pattern
Note: The MSE Wall
CHARACTER AREA 2 - RETAINING WALL
NTS
NTS
TYPICAL MSE PANEL - 5' X 10' NOMINAL SIZE
HOHOKAM POTTERY MAZE
RETAINING WALL
Smooth panel Typ.
Bottom of Coping
Wall width.
Pattern to fit
Adjust Smooth
Finished Grade
of 2' below
extend a Min.
Rustication shall
Paint and

Details for Approval by ADOT prior to Fabrication.
Developer Shall Provide Shop Drawings for All Aesthetics Patterns and Fabrication
8.
Developer to Field Verify All Dimensions/Layout.
7.
Provisions and Approval from ADOT.
as Long as They Demonstrate Equivalent Color Effects As Per the Technical
Names, or Trademarks such as: Sherwin-Williams (Frazee), and Dunn-Edwards Paint
Reference and Control Samples Only. The Developer May Apply any Paint Color, Brand
Paint Numbers Shown in the Landscape Aesthetics Concepts are for Paint Color
6.
Shown and Approved by ADOT.
Post-Applied Rustication, Finish, Patterns, and Colors to Match Intent Of Details As
Cast Concrete Rustication Patterns Shown in Details. If Developer Proposes
5.
Paint Shall Extend a Minimum of 2' Below Finish Grade or to Top of Foundation.
4.
Developer Shall Paint Rustication as per Section 800 of the Technical Provisions.
3.
of Foundation.
Rustication Patterns Shall Extend a Minimum of 2' Below Finish Grade or to Top
2.
Rustication Batter or Draft is 1/4" to 1".
1.
GENERAL NOTES:
D-15
DETAIL
NTS
HOHOKAM POTTERY MAZE
DETAIL LAYOUT -
Layout to Left
See Detail
of Adjacent Barrier to the Bottom of Wall Coping/Cap.
Distance of 12' or Greater When Measured From Finished Grade/Top
Stepped Rustication Patterns Shall Occur on Walls With a Clear Height
6.
Minimum 2" Extruded Surface.
Cast Into Concrete. Post Applied Rustication Accents Shall Have a
Rustication Accents Shall be Recessed a Minimum 2" When Accent is
5.
Size and Shape of MSE Panels Per Wall Manufacturer.
4.
MSE/CIP Walls Shown in Elevations Are Sample Types Only.
3.
See Structural Retaining Wall Details and Plans for Final Engineering.
2.
Coping to Finished Grade Shall be Maze Rustication Only.
1. Walls Shorter than 150' in Length or Shorter than 12' from Bottom of
WALL NOTES:
STATE
F.H.W.A.
REGION
ARIZ.
PROJECT NO.
SHEET
NO.
TOTAL
SHEETS
9

ARIZONA DEPARTMENT OF TRANSPORTATION
DESIGN
DRAWN
DATE
ROADWAY DESIGN SERVICES
CHECKED
NAME
TRACS NO.
OF
LOCATION
ROUTE
K:\CDG Projects\2018-254\CADD\Sheets\F0072-D-03.02.dgn
__
REVISIONS-

SURVEY NO.
FINISHED PLANS-

LOCATION-

DATE-
REVISIONS-

SURVEY NO.
FINISHED PLANS-

LOCATION-

D-03.03
CA 2 - BRIDGE ELEVATION

Details for Approval by ADOT prior to Fabrication.
Developer Shall Provide Shop Drawings for All Aesthetics Patterns and Fabrication
8.
Developer to Field Verify All Dimensions/Layout.
7.
Provisions and Approval from ADOT.
as Long as They Demonstrate Equivalent Color Effects As Per the Technical
Names, or Trademarks such as: Sherwin-Williams (Frazee), and Dunn-Edwards Paint
Reference and Control Samples Only. The Developer May Apply any Paint Color, Brand
Paint Numbers Shown in the Landscape Aesthetics Concepts are for Paint Color
6.
Shown and Approved by ADOT.
Post-Applied Rustication, Finish, Patterns, and Colors to Match Intent Of Details As
Cast Concrete Rustication Patterns Shown in Details. If Developer Proposes
5.
Paint Shall Extend a Minimum of 2' Below Finish Grade or to Top of Foundation.
4.
Developer Shall Paint Rustication as per Section 800 of the Technical Provisions.
3.
of Foundation.
Rustication Patterns Shall Extend a Minimum of 2' Below Finish Grade or to Top
2.
Rustication Batter or Draft is 1/4" to 1".
1.
GENERAL NOTES:
NTS
D-16
DETAIL
NTS
Sheet D-03.05
See Detail D-18
Barrier Rustication
Sheet D-03.02
See Detail D-15
Rustication
Wing Wall
STANDARD BRIDGE ELEVATION
CHARACTER AREA 2 -
(WB C-D ROAD SHOWN)
STANDARD CA2 -BRIDGE
STATE
F.H.W.A.
REGION
ARIZ.
PROJECT NO.
SHEET
NO.
TOTAL
SHEETS
9

ARIZONA DEPARTMENT OF TRANSPORTATION
DESIGN
DRAWN
DATE
ROADWAY DESIGN SERVICES
CHECKED
NAME
TRACS NO.
OF
LOCATION
ROUTE
K:\CDG Projects\2018-254\CADD\Sheets\F0072-D-03.03.dgn
__
REVISIONS-

SURVEY NO.
FINISHED PLANS-

LOCATION-

DATE-
REVISIONS-

SURVEY NO.
FINISHED PLANS-

LOCATION-

D-03.05
CA 2 - BARRIER
A
2'-8"
3'-4"
2'-0"
2'-8"
4"
1'-0"
4"
R= Recess (2")
F= Flush
Note:
NTS
NTS
Detail Below
Rustication
Barrier
See Bridge
Top Of Bridge Deck
Top Of Bridge Deck
R= Recess (2")
F= Flush
Note:
4"
4"
4"
4"
4"
4"
1'-0"
SECTION A-A
NTS
SECTION B-B
NTS
See Enlargement
ENLARGEMENT
NTS
See Enlargement
Detail Below
Rustication
Barrier
See Bridge
B
B
30'-0"
3'-4"
3'-4"
A
2'-8"
2"
3/4"
Batter
1"
10"
34"
44"
NTS
BRIDGE BARRIER RUSTICATION DETAIL
44" BRIDGE BARRIER RUSTICATION
3'-4"
30'-0"
10'-0"
3'-4"
3'-4"
3'-4"
R
F
R
F
R
F
R
F
R
F
R
F
R
F
R
F
R
F
R
F
R
F
R
F
R
F
R
F
R
F
R
F
R
F
R
F
34" Barrier Ht.
44" Barrier Ht.
10'- 0" Typical Barrier
34" BRIDGE BARRIER RUSTICATION
Top Of Barrier
Top Of Barrier
D-18
DETAIL
NTS
CHARACTER AREA 2 - BARRIER RUSTICATION
3. Partial Panels Shall Be Painted The Base Color Without Rustication.
Ends of Approaches.
Locate Barrier Panels to Minimzie Partial Panels That Occur at the
2.
800.03.01.01 of the Technical Provisions.
Developer Shall Rusticate Bridge Barriers as Per Section
1.
BARRIER NOTES:

Details for Approval by ADOT prior to Fabrication.
Fabrication
Developer Shall Provide Shop Drawings for All Aesthetics Patterns and
7.
Developer to Field Verify All Dimensions/Layout.
6.
Per the Technical Provisions and Approval from ADOT.
Dunn-Edwards Paint as Long as They Demonstrate Equivalent Color Effects As
Brand Names, or Trademarks such as: Sherwin-Williams (Frazee), and
Reference and Control Samples Only. The Developer May Apply any Paint Color,
Paint Numbers Shown in the Landscape Aesthetics Concepts are for Paint Color
5.
Details As Shown and Approved by ADOT.
Post-Applied Rustication, Finish, Patterns, and Colors to Match Intent Of
Cast Concrete Rustication Patterns Shown in Details. If Developer Proposes
4.
Foundation.
Paint Shall Extend a Minimum of 2' Below Finish Grade or to Top of
3.
Provisions.
Developer Shall Paint Rustication as per Section 800 of the Technical
2.
of Foundation.
Top
Rustication Patterns Shall Extend a Minimum of 2' Below Finish Grade or to
1.
GENERAL NOTES:
STATE
F.H.W.A.
REGION
ARIZ.
PROJECT NO.
SHEET
NO.
TOTAL
SHEETS
9

ARIZONA DEPARTMENT OF TRANSPORTATION
DESIGN
DRAWN
DATE
ROADWAY DESIGN SERVICES
CHECKED
NAME
TRACS NO.
OF
LOCATION
ROUTE
K:\CDG Projects\2018-254\CADD\Sheets\F0072-D-03.05.dgn
__
REVISIONS-

SURVEY NO.
FINISHED PLANS-

LOCATION-

DATE-
REVISIONS-

SURVEY NO.
FINISHED PLANS-

LOCATION-

STATE
F.H.W.A.
REGION
ARIZ.
PROJECT NO.
SHEET
NO.
TOTAL
SHEETS

ARIZONA DEPARTMENT OF TRANSPORTATION
DESIGN
DRAWN
DATE
ROADWAY DESIGN SERVICES
CHECKED
NAME
OF
LOCATION
ROUTE
REVISIONS-

SURVEY NO.
FINISHED PLANS-

LOCATION-

DATE-
REVISIONS-

SURVEY NO.
FINISHED PLANS-

LOCATION-

DATE-
DWG NO.
RECORD DRAWING
INFRASTRUCTURE DELIVERY AND OPERATIONS DIVISION
I-10
TRACS NO.
REVIEW
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
F0072 01D
202-D-(200)S
202 MA 059
9
202-D-(200)S
SCHEMATIC #5
to SR 202L (Santan)
I-10 Broadway Curve: I-17 (Split)
ELEVATION
Scale: 1"=20'-0"
Exst Ground
Box Beams
AASHTO BIV-48
Vert. Clr.
8'-6" Min.
Fencing
Decorative
Concrete Barrier
34" F-Shape Bridge
Roadway Grade
Finished
WCBD CEMETERY BRIDGE
EXHIBIT
JAC
DAY

03-20
03-20
03-20
PLAN
Scale: 1"=20'-0"
No Skew
New Single Span Precast Prestressed Concrete Box Beam Bridge
for additional requirements.
See Aerial Easement 07-10698
No Impact Allowed
Do Not Disturb
Exst Cemetery Below

Wall 8115WBCD
Wall 8120WBCD
Edge of Deck
STA 8115+ Bridge 65 - WBCD CEMETERY OP
WBCD Cst \
TYPICAL SECTION
Scale: 1"=5'-0"
Looking Ahead Station
4.6%

WBCD Traffic Lanes
Shldr
10'-0"

8'-0"
Roadway
WBCD
Easment
Aerial
Exst Fence
Steel Fence
New Decorative
10'-0" Gate
10'-0" Gate
Legend:
Twin Buttes Cemetery
Access
Maintenance

12'-0"
Aerial Easement No. 07-10689
Vert.Clr.
8'-6"Min.
Out to Out
12'-4"

2'-4"
Box Beams
BIV-48
AASHTO
Steel Fence
New Decorative
Face of Abutment
Footing Below
Retaining Wall
Not Complete
Conceptual, Final Design
Twin Buttes Cemetery,
Proposed Bridge to Span
Edge of Deck

60'-0"
Face of Abutment

23'-10"
Shaft (Typ)
Drilled
Concrete
Cap (Typ)
Concrete Abut
Begin Bridge

Total Structure Length = 139'-0"

134'-0" \ Brg to \ Brg
End Bridge

Varies
Box Beams
BIV-48
AASHTO
Roadway Pavement
Longitudinal Joint
Maintenance Area
approved otherwise
travel way unless
Joint outside
Longitudinal

12'-0"

12'-10"
of Easement No.07-10689
Limit as shown in Exhibit B
Decorative Steel Fence
to be Provided
Wall Lighting
Underdeck or
of Easement No.07-10689
as shown in Exhibit B
Limit of Roadway
Retaining Wall

3'-2"
this sheet
See Note 2,
requirement.
will be responsible for meeting this
4ft min clear for access. Developer
2.Technical Provisions will require
the aerial easement will be allowed.
ground disturbance within 4ft of
construction of the new fence,no
1. With the exception of the
Notes: