Attachment A - Resolution No. 2026-2530 with Exhibits
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Resolution No. 2026-2530
Page 1 of 3
RESOLUTION NO. 2026-2530
…
A RESOLUTION OF THE MAYOR AND COUNCIL OF THE CITY OF GOODYEAR, MARICOPA
COUNTY,
ARIZONA,
APPROVING
AND
ESTABLISHING
A
“SPECIAL
PUBLIC
IMPROVEMENT PROJECT AREA” THAT INCLUDES PROPERTIES RECEIVING SPECIAL
BENEFITS FROM IMPROVEMENTS WIDENING COTTON LANE AND AUTHORIZING THE
CITY TO RECOVER AN ALLOCATED SHARE OF THE COSTS OF THE SPECIAL PUBLIC
IMPROVEMENTS FROM THE OWNERS OF THE BENEFITED PROPERTIES.
…
WHEREAS, to facilitate the development of property along Cotton Lane within the city of
Goodyear, the city wants to improve an approximate 1.5 miles of Cotton Lane generally located
between Estrella Parkway and the Gila River Bridge, by adding additional lanes to the east half
of Cotton Lane, which will result in this section of Cotton Lane widening to four lanes, and by
rehabilitating existing improvements (CIP #42046 – Cotton Lane Widening);
WHEREAS, the project improvements will be constructed adjacent to fifteen (15) different
properties;
WHEREAS, the maximum estimated cost for the project improvements is $13,861,466.50;
WHEREAS, certain of the project improvements are for the general benefit of the public and the
estimated costs of the project improvements that are for the general benefit of the public is;
WHEREAS, certain of the project improvements being constructed will specifically benefit thirteen
(13) of the fifteen (15) properties located adjacent to the where the project improvements will be
constructed. The owners of the thirteen (13) properties have not contributed to the cost of the
improvements and who are not subject to any other assessments or special charges for the
improvements benefiting their properties. These off-site improvements constitute Special Public
Improvements under Chapter 24, Article 24 of the Goodyear City Code;
WHEREAS, the Special Public Improvements include the construction of two traffic lanes, new
pavement improvements, curbs, gutters, signing, marking, storm drain & catch basin
improvements, drainage improvements, utility adjustments and relocations, as more particularly
reflected in the estimates of the maximum probable cost for each of the Benefited Properties set
forth in Exhibit 1 attached hereto and incorporated herein by this reference;
WHEREAS, the thirteen (13) properties that will receive a specific benefit from the Special Public
Improvements for which the properties have not contributed (the “Benefited Properties”) are
legally described and depicted in Exhibit 3 attached hereto and incorporated herein by this
reference, which also exhibit also includes the identifies of the current owners of each of the
Benefited Properties;
WHEREAS, a map of the Benefited Properties (the "Special Improvement Project Area") is
depicted in Exhibit 2 attached hereto and incorporated herein by this reference;
WHEREAS, a detailed Engineer’s Opinion of Maximum Probable Costs was prepared for each of
the Benefited Properties setting forth the costs of the Special Public Improvements that solely
benefit the Benefited Property and the costs and allocation of Special Public Improvements that
benefit more than just the Benefited Property are set forth in Exhibit 1 attached hereto and
incorporated herein by this reference;
Resolution No. 2026-2530
Page 2 of 3
WHEREAS, the estimated total cost of the Special Public Improvements benefiting the thirteen
Benefited Properties is $9,539,352.17;
WHEREAS, because a portion of these improvements will create specific benefits for properties
that have not specifically contributed to the improvements, the City is seeking reimbursement
from the owners of the Benefited Properties based on the benefit the Benefited Properties receive
from the Special Public Improvements;
WHEREAS, the current owners of Benefited Properties received notice in writing of the public
hearing to be held for consideration of the adoption of the Resolution of Intention not less than 30
days prior to the public hearing and the notice included a copy of supporting materials that
explained the methodology used for determining which properties will benefit from the Special
Public Improvements, the estimated costs of the Special Public Improvement that solely benefit
the property, the cost of the Special Public Improvements that benefit multiple Benefitted
Properties and the allocations of those costs among such Benefited Properties; and
WHEREAS, the contracts for the construction of the Special Public Improvements will be procured
pursuant to the requirements of Title 34 of the Arizona Revised Statutes and the construction of
the Special Public Improvements will adhere to Goodyear’s standards and specifications as well
as all other applicable laws, rules and/or regulations.
NOW, THEREFORE, BE IT RESOLVED BY THE MAYOR AND COUNCIL OF THE CITY OF
GOODYEAR, MARICOPA COUNTY, ARIZONA, AS FOLLOWS:
SECTION 1.
The public health, safety and welfare of the citizens of the City of Goodyear
require the construction of the Special Public Improvements generally described
in the Recitals above and that are specifically described in estimates of the
maximum probable cost for each of the Benefited Properties set forth Exhibit 1,
and the construction of the Special Public Improvements is hereby ordered.
SECTION 2.
The proposed Special Public Improvements generally described in the Recitals
above and that are specifically described in Exhibit 1 are of more than local or
ordinary public benefit and are of special benefit to the properties legally
described and depicted in Exhibit 3 (the “Benefited Properties”).
SECTION 3.
The formation of the Special Public Improvement Project Area that includes the
Benefited Properties legally described and depicted in Exhibit 3, and which is
generally depicted in Exhibit 2, is hereby ordered.
SECTION 4.
At the time of development, the then owner of each Benefited Property is
required to reimburse the City for the actual costs of the Special Public
Improvements benefiting the owner's property, in an amount not to exceed the
estimated maximum probable cost of the Special Public Improvements allocated
to the Benefited Property as set forth in Exhibit 1 and summarized in Exhibit 4
attached hereto and incorporated herein by this reference. The actual costs shall
be allocated consistent with the methodology allocating the costs of the Special
Public Improvements used in establishing the estimated maximum probable cost
of the Special Public Improvements for the Benefited Property.
Resolution No. 2026-2530
Page 3 of 3
SECTION 5.
City staff shall endeavor to seek reimbursement of the actual cost of the Special
Public Improvements from the then owner of the Benefited Property prior to the
recordation of the first Final Plat subdividing all or part of the Benefited Property
and/or as a condition of approval of a Site Plan for development within any
portion of the Benefited Property. City staff shall be entitled to withhold the
recordation of any final plat subdividing all or part of the Benefited Property until
reimbursement required herein has been made, and City staff shall be entitled to
withhold construction permits for work within the Benefited Property until the
reimbursement required herein has been made.
SECTION 6.
RECORDATION
A copy of this Resolution shall be recorded with the Maricopa County Recorder’s
Office.
SECTION 7.
Resolution 2026-2530 shall be effective upon the date of its adoption.
PASSED AND ADOPTED by the Mayor and Council of the City of Goodyear, Maricopa County,
Arizona, by a ______ vote, this 22nd day of June, 2026.
____________________________________
Joe Pizzillo, Mayor
Date: ______________________________
ATTEST:
APPROVED AS TO FORM:
______________________________
______________________________
Jasmine Pernicano, City Clerk
Roric Massey, City Attorney
EXHIBIT 1
ENGINEER’S ESTIMATE OF MAXIMUM PROBABLE COST
FOR THE BENEFITED PROPERTIES
(Narrative and Estimate for Benefited Properties)
The Cotton Lane – Estrella Parkway to Cotton Lane Bridge project (City of Goodyear CIP
42046) consists of roadway improvements in both the north and southbound directions
along 15 parcels, with only 13 parcels being part of the cost recovery exercise. The
northbound direction improvements are approximately 8,296.29 linear feet of roadway
improvements, and the southbound direction improvements are approximately 8,391.03
linear feet. The total approximate construction cost for the roadway improvements is
$13,861,466.50.
An exercise to assist with Cost Recovery was completed along the project corridor for 13
parcels fronting the proposed improvements, which involved breaking the overall project
length into frontage lengths along those parcels and assigning it as a percentage of the total
improvement. This percentage was used in the cost recovery estimates to assign value to
lump sum items, construction items, and items based on the engineer’s discretion. The two
parcels with APN’s 400-03-958G and 400-03-958E at the southernmost portion of the project
contain minor improvements that were accounted for in the overall total but were excluded
from the cost recovery exercise, as they are not directly benefited from the improvements
(i.e. tie in improvements). The total approximate cost of the roadway improvements fronting
these 13 parcels is $9,539,352.17.
The section below is a summary of each parcel, the frontage length of the parcel, and a
percentage of the improvements. Note, the parcel cost does include a cost for construction
engineering services including permits, inspections and third-party quality assurance. In
addition, the parcels cost below includes a percentage for the final design cost based on the
linear footage of frontage and is broken down to a cost per linear foot in the table provided.
Parcel 1
The frontage length along this parcel is 1,340.581 linear feet, which accounts for 8.06% of
the total improvements. The total estimated cost for this parcel is $537,625.48.
Parcel 2
The frontage length along this parcel is 1,338.866 linear feet, which accounts for 8.05% of
the total improvements. The total estimated cost for this parcel is $578,102.88.
Parcel 3
The frontage length along this parcel is 1,376.430 linear feet, which accounts for 8.28% of
the total improvements. The total estimated cost for this parcel is $559,417.81.
Parcel 4
The frontage length along this parcel is 1,361.439 linear feet, which accounts for 8.19% of
the total improvements. The total estimated cost for this parcel is $594,286.98.
Parcel 5
The frontage length along this parcel is 1,009.052 linear feet, which accounts for 6.07% of
the total improvements. The total estimated cost for this parcel is $402,037.19.
Parcel 6
The frontage length along this parcel is 1,869.920 linear feet, which accounts for 11.23% of
the total improvements. The total estimated cost for this parcel is $896,149.94.
Parcel 7
The frontage length along this parcel is 1,338.176 linear feet, which accounts for 8.05% of
the total improvements. The total estimated cost for this parcel is $993,455.38.
Parcel 8
The frontage length along this parcel is 1,280.093 linear feet, which accounts for 7.69% of
the total improvements. The total estimated cost for this parcel is $856,220.92.
Parcel 9
The frontage length along this parcel is 57.354 linear feet, which accounts for 0.34% of the
total improvements. The total estimated cost for this parcel is $37,316.69.
Parcel 10
The frontage length along this parcel is 1,361.694 linear feet, which accounts for 8.19% of
the total improvements. The total estimated cost for this parcel is $914,170.76.
Parcel 11
The frontage length along this parcel is 1,371.650 linear feet, which accounts for 8.25% of
the total improvements. The total estimated cost for this parcel is $991,387.48.
Parcel 12
The frontage length along this parcel is 1,271.635 linear feet, which accounts for 7.32% of
the total improvements. The total estimated cost for this parcel is $856,060.66.
Parcel 13
The frontage length along this parcel is 1,710.428 linear feet, which accounts for 10.28% of
the total improvements. The total estimated cost for this parcel is $1,323,119.99.
ENGINEER’S ESTIMATE OF MAXIMUM PROBABLE COST
PARCEL 1
Parcel 1
Owner's Allowance (To be used at Owner's Direction, not Contingency)
Allowance
8.06%
650,000.00
$
52,390.00
$
105.80000
Construction Surveying and Layout
LS
8.06%
276,000.00
$
22,245.60
$
105.80001
As-Builts
LS
8.06%
20,000.00
$
1,612.00
$
106.00000
Contractor Quality Control and Materials Testing
LS
8.06%
460,000.00
$
37,076.00
$
107.02000
Stormwater Compliance (AZPDES)
Allowance
8.06%
20,000.00
$
1,612.00
$
107.02002
Sediment Wattle, 9" Dia
LF
1,249
6.00
$
7,494.00
$
107.02003
Rock Check Dam
Each
10.0
250.00
$
2,500.00
$
107.02004
Storm Drain Inlet Protection
Each
1
155.00
$
155.00
$
107.02005
Storm Drain Median Inlet Protection
Each
0
320.00
$
0
$
107.02006
Rock Cut/Fill Transition
SY
0
33.00
$
0
$
107.02007
Stabilized Construction Entrance/Exit
CY
8.06%
3,300.00
$
265.98
$
109.09000
Mobilization/Demobilization
LS
8.06%
920,000.00
$
74,152.00
$
205.01150
Roadway Excavation
CY
205.01750
Hard Dig Allowance (Contingent)
Allowance
8.06%
50,000.00
$
4,030.00
$
215.01510
Earthwork for Retention Basins
CY
0
30.00
$
0
$
220.10150
Riprap, D50=6 in
CY
301.01000
Subgrade Preparation
SY
301.02010
Subgrade Repair (Contingent)
Allowance
8.06%
200,000.00
$
16,120.00
$
310.03000
Aggregate Base Course (Class II)
CY
321.01301
Asphalt Concrete Pavement (Superpave 3/4 in Mix, Low Traffic)
Ton
321.01301A
Asphalt Concrete Pavement (Superpave 3/4 in Mix, Low Traffic, 1.5" Lift)
Ton
534
140.00
$
74,760.00
$
321.04005
Thickened Edge, MAG Det 201, Type B
LF
329.01000
Bituminous Tack Coat SS-1h, Diluted
Ton
1.61
1,200.00
$
1,932.00
$
340.01110
Vertical Curb & Gutter, Type A, H=6 in, MAG Det 220
LF
-
$
340.01130
Roll Curb & Gutter, Type C, MAG Det 220
LF
0
70.00
$
0
$
340.01600
Concrete Apron & Valley Gutter, MAG Det 240
SF
0
35.00
$
0
$
345.01100
Adjust Manhole Frame & Cover, MAG Det 422
Each
0
1,250.00
$
0
$
345.01200
Adjust Frame & Cover to Grade, MAG Det 391-1
Each
0
1,000.00
$
0
$
350.01400
Remove Catch Basin
Each
350.01800
Remove Concrete Curb and Gutter
LF
350.01801
Remove Valley Gutter
SF
0
10.00
$
0
$
350.04000
Remove and Salvage Traffic Sign Assembly
EA
2
500.00
$
1,000.00
$
350.07500
Removal of Pavement
SF
351.01700
Relocate 2” Air/Vacuum Release Valve Per COG Std G-3328
Each
0
5,000.00
$
0
$
401.01000
Maintenance of Traffic/Traffic Control
LS
8.06%
736,000.00
$
59,321.60
$
401.01100
Uniformed Off-Duty Law Enforcement Officer
Hours
8.06%
10,000.00
$
806.00
$
430.01201
Hydro Seeding - Native Seed Mix
AC
1
3,500.00
$
3,816.82
$
460.02000
Remove Thermoplastic Stripe
LF
0
3.00
$
0
$
462.01100
4 in White Thermoplastic Traffic Stripe
LF
2,315
1.00
$
2,315.25
$
462.01200
4 in Yellow Thermoplastic Traffic Stripe
LF
1,323
1.00
$
1,323.00
$
463.01200
Reflectorized Raised Pavement Marker (Type G, Clear, 1-Way)
Each
33
4.50
$
148.84
$
463.01520
Thermoplastic/Preformed Symbol Bike Lane Marking Set
Each
1
500.00
$
500.00
$
465.01006
Furnish and Install Roadside Sign Assembly (Base, Post, Sign Panel) (C.O.G. Std. Detail G-32
Each
4
1,300.00
$
5,200.00
$
505.10150
Catch Basin, MAG Det 535, Type F
Each
0
9,250.00
$
0
$
505.13627
Catch Basin COG Std G-3535, Type M-2, L=17 ft
Each
1
19,000.00
$
19,000.00
$
610.10210
Concrete Encasement of Waterline, 20 in Pipe, MAG Det 404
LF
0
250.00
$
0
$
610.27050
Relocate Fire Hydrant Bypass Assembly, COG Std G-3336
Each
0
15,000.00
$
0
$
618.00930
Concrete Pipe Collar for 30 in Pipe, MAG Det 505
Each
0
1,000.00
$
0
$
618.00936
Concrete Pipe Collar for 36 in Pipe, MAG Det 505
Each
0
1,500.00
$
0
$
618.20518
18 in RGRCP, Class V
LF
0
350.00
$
0
$
618.20524
24 in RGRCP, Class V
LF
0
400.00
$
0
$
618.20530
30 in RGRCP, Class V
LF
0
450.00
$
0
$
618.20536
36 in RGRCP, Class V
LF
0
700.00
$
0
$
625.01100
Storm Drain Manhole, MAG Det 520 & 522
Each
0
13,000.00
$
0
$
SUBTOTAL
$389,776.08
SUBTOTAL ESTIMATED CONSTRUCTION COST
$389,776.08
CONSTRUCTION ENGINEERING AND ADMINISTRATION
8.06%
$404,000.00
$32,562.40
CONSTRUCTION COST CONTINGENCIES - BIDDING WITHIN 6 MONTHS
10%
$38,977.61
$38,978.00
SUBTOTAL ADDITIONAL PROJECT CONSTRUCTION COSTS
$71,540.40
TOTAL CONSTRUCTION COSTS
$461,316.48
DESIGN ENGINEERING
8.06%
$946,767.00
$76,309.42
TOTAL DESIGN COSTS
$76,309.00
TOTAL ESTIMATED PROJECT COST
$537,625.48
ROADWAY
ADDITIONAL PROJECT CONSTRUCTION COSTS
DESIGN COST
Item No.
Description
Unit
Quantity
Unit Cost
Total
ENGINEER’S ESTIMATE OF MAXIMUM PROBABLE COST
PARCEL 2
Parcel 2
Owner's Allowance (To be used at Owner's Direction, not Contingency)
Allowance
8.05%
650,000.00
$
52,325.00
$
105.80000
Construction Surveying and Layout
LS
8.05%
276,000.00
$
22,218.00
$
105.80001
As-Builts
LS
8.05%
20,000.00
$
1,610.00
$
106.00000
Contractor Quality Control and Materials Testing
LS
8.05%
460,000.00
$
37,030.00
$
107.02000
Stormwater Compliance (AZPDES)
Allowance
8.05%
20,000.00
$
1,610.00
$
107.02002
Sediment Wattle, 9" Dia
LF
1,305
6.00
$
7,830.00
$
107.02003
Rock Check Dam
Each
17
250.00
$
4,125.00
$
107.02004
Storm Drain Inlet Protection
Each
1
155.00
$
155.00
$
107.02005
Storm Drain Median Inlet Protection
Each
0
320.00
$
0
$
107.02006
Rock Cut/Fill Transition
SY
0
33.00
$
0
$
107.02007
Stabilized Construction Entrance/Exit
CY
8.05%
3,300.00
$
265.65
$
109.09000
Mobilization/Demobilization
LS
8.05%
920,000.00
$
74,060.00
$
205.01150
Roadway Excavation
CY
205.01750
Hard Dig Allowance (Contingent)
Allowance
8.05%
50,000.00
$
4,025.00
$
215.01510
Earthwork for Retention Basins
CY
2,320
30.00
$
69,600.00
$
220.10150
Riprap, D50=6 in
CY
0
300.00
$
0
$
301.01000
Subgrade Preparation
SY
301.02010
Subgrade Repair (Contingent)
Allowance
8.05%
200,000.00
$
16,100.00
$
310.03000
Aggregate Base Course (Class II)
CY
321.01301
Asphalt Concrete Pavement (Superpave 3/4 in Mix, Low Traffic)
Ton
321.01301A
Asphalt Concrete Pavement (Superpave 3/4 in Mix, Low Traffic, 1.5" Lift)
Ton
421
140.00
$
58,954.00
$
321.04005
Thickened Edge, MAG Det 201, Type B
LF
329.01000
Bituminous Tack Coat SS-1h, Diluted
Ton
1.27
1,200.00
$
1,524.00
$
340.01110
Vertical Curb & Gutter, Type A, H=6 in, MAG Det 220
LF
340.01130
Roll Curb & Gutter, Type C, MAG Det 220
LF
0
70.00
$
0
$
340.01600
Concrete Apron & Valley Gutter, MAG Det 240
SF
0
35.00
$
0
$
345.01100
Adjust Manhole Frame & Cover, MAG Det 422
Each
0
1,250.00
$
0
$
345.01200
Adjust Frame & Cover to Grade, MAG Det 391-1
Each
0
1,000.00
$
0
$
350.01400
Remove Catch Basin
Each
350.01800
Remove Concrete Curb and Gutter
LF
350.01801
Remove Valley Gutter
SF
0
10.00
$
0
$
350.04000
Remove and Salvage Traffic Sign Assembly
EA
0
500.00
$
0
$
350.07500
Removal of Pavement
SF
351.01700
Relocate 2” Air/Vacuum Release Valve Per COG Std G-3328
Each
0
5,000.00
$
0
$
401.01000
Maintenance of Traffic/Traffic Control
LS
8.05%
736,000.00
$
59,248.00
$
401.01100
Uniformed Off-Duty Law Enforcement Officer
Hours
8.05%
10,000.00
$
805.00
$
430.01201
Hydro Seeding - Native Seed Mix
AC
1.62
3,500.00
$
5,678.34
$
460.02000
Remove Thermoplastic Stripe
LF
0
3.00
$
0
$
462.01100
4 in White Thermoplastic Traffic Stripe
LF
2,343
1.00
$
2,343.25
$
462.01200
4 in Yellow Thermoplastic Traffic Stripe
LF
1,339
1.00
$
1,339.00
$
463.01200
Reflectorized Raised Pavement Marker (Type G, Clear, 1-Way)
Each
33
4.50
$
150.64
$
463.01520
Thermoplastic/Preformed Symbol Bike Lane Marking Set
Each
1
500.00
$
500.00
$
465.01006
Furnish and Install Roadside Sign Assembly (Base, Post, Sign Panel) (C.O.G. Std. Detail G-32
Each
4
1,300.00
$
5,200.00
$
505.10150
Catch Basin, MAG Det 535, Type F
Each
0
9,250.00
$
0
$
505.13627
Catch Basin COG Std G-3535, Type M-2, L=17 ft
Each
0
19,000.00
$
0
$
610.10210
Concrete Encasement of Waterline, 20 in Pipe, MAG Det 404
LF
0
250.00
$
0
$
610.27050
Relocate Fire Hydrant Bypass Assembly, COG Std G-3336
Each
0
15,000.00
$
0
$
618.00930
Concrete Pipe Collar for 30 in Pipe, MAG Det 505
Each
0
1,000.00
$
0
$
618.00936
Concrete Pipe Collar for 36 in Pipe, MAG Det 505
Each
0
1,500.00
$
0
$
618.20518
18 in RGRCP, Class V
LF
0
350.00
$
0
$
618.20524
24 in RGRCP, Class V
LF
0
400.00
$
0
$
618.20530
30 in RGRCP, Class V
LF
0
450.00
$
0
$
618.20536
36 in RGRCP, Class V
LF
0
700.00
$
0
$
625.01100
Storm Drain Manhole, MAG Det 520 & 522
Each
0
13,000.00
$
0
$
SUBTOTAL
$426,695.88
SUBTOTAL ESTIMATED CONSTRUCTION COST
$426,695.88
CONSTRUCTION ENGINEERING AND ADMINISTRATION
8.05%
$404,000.00
$32,522.00
CONSTRUCTION COST CONTINGENCIES - BIDDING WITHIN 6 MONTHS
10%
$42,669.59
$42,670.00
SUBTOTAL ADDITIONAL PROJECT CONSTRUCTION COSTS
$75,192.00
TOTAL CONSTRUCTION COSTS
$501,887.88
DESIGN ENGINEERING
8.05%
$946,767.00
$76,214.74
TOTAL DESIGN COSTS
$76,215.00
TOTAL ESTIMATED PROJECT COST
$578,102.88
ROADWAY
ADDITIONAL PROJECT CONSTRUCTION COSTS
DESIGN COST
Item No.
Description
Unit
Quantity
Unit Cost
Total
ENGINEER’S ESTIMATE OF MAXIMUM PROBABLE COST
PARCEL 3
Parcel 3
Owner's Allowance (To be used at Owner's Direction, not Contingency)
Allowance
8.28%
650,000.00
$
53,820.00
$
105.80000
Construction Surveying and Layout
LS
8.28%
276,000.00
$
22,852.80
$
105.80001
As-Builts
LS
8.28%
20,000.00
$
1,656.00
$
106.00000
Contractor Quality Control and Materials Testing
LS
8.28%
460,000.00
$
38,088.00
$
107.02000
Stormwater Compliance (AZPDES)
Allowance
8.28%
20,000.00
$
1,656.00
$
107.02002
Sediment Wattle, 9" Dia
LF
1,778
6.00
$
10,668.00
$
107.02003
Rock Check Dam
Each
4
250.00
$
1,000.00
$
107.02004
Storm Drain Inlet Protection
Each
1
155.00
$
155.00
$
107.02005
Storm Drain Median Inlet Protection
Each
1
320.00
$
160.00
$
107.02006
Rock Cut/Fill Transition
SY
0
33.00
$
0
$
107.02007
Stabilized Construction Entrance/Exit
CY
8.28%
3,300.00
$
273.24
$
109.09000
Mobilization/Demobilization
LS
8.28%
920,000.00
$
76,176.00
$
205.01150
Roadway Excavation
CY
205.01750
Hard Dig Allowance (Contingent)
Allowance
8.28%
50,000.00
$
4,140.00
$
215.01510
Earthwork for Retention Basins
CY
905
30.00
$
27,150.00
$
220.10150
Riprap, D50=6 in
CY
0
300.00
$
0
$
301.01000
Subgrade Preparation
SY
301.02010
Subgrade Repair (Contingent)
Allowance
8.28%
200,000.00
$
16,560.00
$
310.03000
Aggregate Base Course (Class II)
CY
321.01301
Asphalt Concrete Pavement (Superpave 3/4 in Mix, Low Traffic)
Ton
321.01301A
Asphalt Concrete Pavement (Superpave 3/4 in Mix, Low Traffic, 1.5" Lift)
Ton
508
140.00
$
71,120.00
$
321.04005
Thickened Edge, MAG Det 201, Type B
LF
329.01000
Bituminous Tack Coat SS-1h, Diluted
Ton
1.53
1,200.00
$
1,836.00
$
340.01110
Vertical Curb & Gutter, Type A, H=6 in, MAG Det 220
LF
340.01130
Roll Curb & Gutter, Type C, MAG Det 220
LF
0
70.00
$
0
$
340.01600
Concrete Apron & Valley Gutter, MAG Det 240
SF
0
35.00
$
0
$
345.01100
Adjust Manhole Frame & Cover, MAG Det 422
Each
0
1,250.00
$
0
$
345.01200
Adjust Frame & Cover to Grade, MAG Det 391-1
Each
0
1,000.00
$
0
$
350.01400
Remove Catch Basin
Each
350.01800
Remove Concrete Curb and Gutter
LF
350.01801
Remove Valley Gutter
SF
0
10.00
$
0
$
350.04000
Remove and Salvage Traffic Sign Assembly
EA
1
500.00
$
500.00
$
350.07500
Removal of Pavement
SF
351.01700
Relocate 2” Air/Vacuum Release Valve Per COG Std G-3328
Each
0
5,000.00
$
0
$
401.01000
Maintenance of Traffic/Traffic Control
LS
8.28%
736,000.00
$
60,940.80
$
401.01100
Uniformed Off-Duty Law Enforcement Officer
Hours
8.28%
10,000.00
$
828.00
$
430.01201
Hydro Seeding - Native Seed Mix
AC
1
3,500.00
$
5,114.21
$
460.02000
Remove Thermoplastic Stripe
LF
0
3.00
$
0
$
462.01100
4 in White Thermoplastic Traffic Stripe
LF
2,382
1.00
$
2,381.75
$
462.01200
4 in Yellow Thermoplastic Traffic Stripe
LF
1,361
1.00
$
1,361.00
$
463.01200
Reflectorized Raised Pavement Marker (Type G, Clear, 1-Way)
Each
33
4.50
$
148.50
$
463.01520
Thermoplastic/Preformed Symbol Bike Lane Marking Set
Each
1
500.00
$
500.00
$
465.01006
Furnish and Install Roadside Sign Assembly (Base, Post, Sign Panel) (C.O.G. Std. Detail G-320
Each
6
1,300.00
$
7,800.00
$
505.10150
Catch Basin, MAG Det 535, Type F
Each
0
9,250.00
$
0
$
505.13627
Catch Basin COG Std G-3535, Type M-2, L=17 ft
Each
0
19,000.00
$
0
$
610.10210
Concrete Encasement of Waterline, 20 in Pipe, MAG Det 404
LF
0
250.00
$
0
$
610.27050
Relocate Fire Hydrant Bypass Assembly, COG Std G-3336
Each
0
15,000.00
$
0
$
618.00930
Concrete Pipe Collar for 30 in Pipe, MAG Det 505
Each
0
1,000.00
$
0
$
618.00936
Concrete Pipe Collar for 36 in Pipe, MAG Det 505
Each
0
1,500.00
$
0
$
618.20518
18 in RGRCP, Class V
LF
0
350.00
$
0
$
618.20524
24 in RGRCP, Class V
LF
0
400.00
$
0
$
618.20530
30 in RGRCP, Class V
LF
0
450.00
$
0
$
618.20536
36 in RGRCP, Class V
LF
0
700.00
$
0
$
625.01100
Storm Drain Manhole, MAG Det 520 & 522
Each
0
13,000.00
$
0
$
SUBTOTAL
$406,885.30
SUBTOTAL ESTIMATED CONSTRUCTION COST
$406,885.30
CONSTRUCTION ENGINEERING AND ADMINISTRATION
8.28%
$404,000.00
$33,451.20
CONSTRUCTION COST CONTINGENCIES - BIDDING WITHIN 6 MONTHS
10%
$40,688.53
$40,689.00
SUBTOTAL ADDITIONAL PROJECT CONSTRUCTION COSTS
$74,140.20
TOTAL CONSTRUCTION COSTS
$481,025.50
DESIGN ENGINEERING
8.28%
$946,767.00
$78,392.31
TOTAL DESIGN COSTS
$78,392.31
TOTAL ESTIMATED PROJECT COST
$559,417.81
ROADWAY
ADDITIONAL PROJECT CONSTRUCTION COSTS
DESIGN COST
ITEM NO.
DESCRIPTION
UNIT
QUANTITY
UNIT PRICE
AMOUNT
ENGINEER’S ESTIMATE OF MAXIMUM PROBABLE COST
PARCEL 4
Parcel 4
Owner's Allowance (To be used at Owner's Direction, not Contingency)
Allowance
8.19%
650,000.00
$
53,235.00
$
105.80000
Construction Surveying and Layout
LS
8.19%
276,000.00
$
22,604.40
$
105.80001
As-Builts
LS
8.19%
20,000.00
$
1,638.00
$
106.00000
Contractor Quality Control and Materials Testing
LS
8.19%
460,000.00
$
37,674.00
$
107.02000
Stormwater Compliance (AZPDES)
Allowance
8.19%
20,000.00
$
1,638.00
$
107.02002
Sediment Wattle, 9" Dia
LF
1,915
6.00
$
11,490.00
$
107.02003
Rock Check Dam
Each
4
250.00
$
1,000.00
$
107.02004
Storm Drain Inlet Protection
Each
1
320.00
$
320.00
$
107.02005
Storm Drain Median Inlet Protection
Each
0
320.00
$
0
$
107.02006
Rock Cut/Fill Transition
SY
0
33.00
$
0
$
107.02007
Stabilized Construction Entrance/Exit
CY
8.19%
3,300.00
$
270.27
$
109.09000
Mobilization/Demobilization
LS
8.19%
920,000.00
$
75,348.00
$
205.01150
Roadway Excavation
CY
205.01750
Hard Dig Allowance (Contingent)
Allowance
8.19%
50,000.00
$
4,095.00
$
215.01510
Earthwork for Retention Basins
CY
2,446
30.00
$
73,380.00
$
220.10150
Riprap, D50=6 in
CY
0
300.00
$
0
$
301.01000
Subgrade Preparation
SY
301.02010
Subgrade Repair (Contingent)
Allowance
8.19%
200,000.00
$
16,380.00
$
310.03000
Aggregate Base Course (Class II)
CY
321.01301
Asphalt Concrete Pavement (Superpave 3/4 in Mix, Low Traffic)
Ton
321.01301A
Asphalt Concrete Pavement (Superpave 3/4 in Mix, Low Traffic, 1.5" Lift)
Ton
434
140.00
$
60,748.80
$
321.04005
Thickened Edge, MAG Det 201, Type B
LF
-
$
329.01000
Bituminous Tack Coat SS-1h, Diluted
Ton
1.31
1,200.00
$
1,572.00
$
340.01110
Vertical Curb & Gutter, Type A, H=6 in, MAG Det 220
LF
340.01130
Roll Curb & Gutter, Type C, MAG Det 220
LF
0
70.00
$
0
$
340.01600
Concrete Apron & Valley Gutter, MAG Det 240
SF
0
35.00
$
0
$
345.01100
Adjust Manhole Frame & Cover, MAG Det 422
Each
0
1,250.00
$
0
$
345.01200
Adjust Frame & Cover to Grade, MAG Det 391-1
Each
0
1,000.00
$
0
$
350.01400
Remove Catch Basin
Each
350.01800
Remove Concrete Curb and Gutter
LF
350.01801
Remove Valley Gutter
SF
0
10.00
$
0
$
350.04000
Remove and Salvage Traffic Sign Assembly
EA
0
500.00
$
0
$
350.07500
Removal of Pavement
SF
351.01700
Relocate 2” Air/Vacuum Release Valve Per COG Std G-3328
Each
0
5,000.00
$
0
$
401.01000
Maintenance of Traffic/Traffic Control
LS
8.19%
736,000.00
$
60,278.40
$
401.01100
Uniformed Off-Duty Law Enforcement Officer
Hours
8.19%
10,000.00
$
819.00
$
430.01201
Hydro Seeding - Native Seed Mix
AC
2.2
3,500.00
$
7,605.51
$
460.02000
Remove Thermoplastic Stripe
LF
0
3.00
$
0
$
462.01100
4 in White Thermoplastic Traffic Stripe
LF
2,384
1.00
$
2,383.50
$
462.01200
4 in Yellow Thermoplastic Traffic Stripe
LF
1,362
1.00
$
1,362.00
$
463.01200
Reflectorized Raised Pavement Marker (Type G, Clear, 1-Way)
Each
33
4.50
$
148.50
$
463.01520
Thermoplastic/Preformed Symbol Bike Lane Marking Set
Each
1
500.00
$
500.00
$
465.01006
Furnish and Install Roadside Sign Assembly (Base, Post, Sign Panel) (C.O.G. Std. Detail G-32
Each
4
1,300.00
$
5,200.00
$
505.10150
Catch Basin, MAG Det 535, Type F
Each
0
9,250.00
$
0
$
505.13627
Catch Basin COG Std G-3535, Type M-2, L=17 ft
Each
0
19,000.00
$
0
$
610.10210
Concrete Encasement of Waterline, 20 in Pipe, MAG Det 404
LF
0
250.00
$
0
$
610.27050
Relocate Fire Hydrant Bypass Assembly, COG Std G-3336
Each
0
15,000.00
$
0
$
618.00930
Concrete Pipe Collar for 30 in Pipe, MAG Det 505
Each
0
1,000.00
$
0
$
618.00936
Concrete Pipe Collar for 36 in Pipe, MAG Det 505
Each
0
1,500.00
$
0
$
618.20518
18 in RGRCP, Class V
LF
0
350.00
$
0
$
618.20524
24 in RGRCP, Class V
LF
0
400.00
$
0
$
618.20530
30 in RGRCP, Class V
LF
0
450.00
$
0
$
618.20536
36 in RGRCP, Class V
LF
0
700.00
$
0
$
625.01100
Storm Drain Manhole, MAG Det 520 & 522
Each
0
13,000.00
$
0
$
SUBTOTAL
$439,690.38
SUBTOTAL ESTIMATED CONSTRUCTION COST
$439,690.38
CONSTRUCTION ENGINEERING AND ADMINISTRATION
8.19%
$404,000.00
$33,087.60
CONSTRUCTION COST CONTINGENCIES - BIDDING WITHIN 6 MONTHS
10%
$43,969.04
$43,969.00
SUBTOTAL ADDITIONAL PROJECT CONSTRUCTION COSTS
$77,056.60
TOTAL CONSTRUCTION COSTS
$516,746.98
DESIGN ENGINEERING
8.19%
$946,767.00
$77,540.22
TOTAL DESIGN COSTS
$77,540.00
TOTAL ESTIMATED PROJECT COST
$594,286.98
ROADWAY
ADDITIONAL PROJECT CONSTRUCTION COSTS
DESIGN COST
Item No.
Description
Unit
Quantity
Unit Cost
Total
ENGINEER’S ESTIMATE OF MAXIMUM PROBABLE COST
PARCEL 5
Parcel 5
Owner's Allowance (To be used at Owner's Direction, not Contingency)
Allowance
6.07%
650,000.00
$
39,455.00
$
105.80000
Construction Surveying and Layout
LS
6.07%
276,000.00
$
16,753.20
$
105.80001
As-Builts
LS
6.07%
20,000.00
$
1,214.00
$
106.00000
Contractor Quality Control and Materials Testing
LS
6.07%
460,000.00
$
27,922.00
$
107.02000
Stormwater Compliance (AZPDES)
Allowance
6.07%
20,000.00
$
1,214.00
$
107.02002
Sediment Wattle, 9" Dia
LF
2,909
6.00
$
17,454.00
$
107.02003
Rock Check Dam
Each
5
250.00
$
1,250.00
$
107.02004
Storm Drain Inlet Protection
Each
0
155.00
$
0
$
107.02005
Storm Drain Median Inlet Protection
Each
0
320.00
$
0
$
107.02006
Rock Cut/Fill Transition
SY
177
33.00
$
5,841.00
$
107.02007
Stabilized Construction Entrance/Exit
CY
6.07%
3,300.00
$
200.31
$
109.09000
Mobilization/Demobilization
LS
6.07%
920,000.00
$
55,844.00
$
205.01150
Roadway Excavation
CY
205.01750
Hard Dig Allowance (Contingent)
Allowance
6.07%
50,000.00
$
3,035.00
$
215.01510
Earthwork for Retention Basins
CY
0
30.00
$
0
$
220.10150
Riprap, D50=6 in
CY
0
300.00
$
0
$
301.01000
Subgrade Preparation
SY
301.02010
Subgrade Repair (Contingent)
Allowance
6.07%
200,000.00
$
12,140.00
$
310.03000
Aggregate Base Course (Class II)
CY
321.01301
Asphalt Concrete Pavement (Superpave 3/4 in Mix, Low Traffic)
Ton
321.01301A
Asphalt Concrete Pavement (Superpave 3/4 in Mix, Low Traffic, 1.5" Lift)
Ton
332
140.00
$
46,496.80
$
321.04005
Thickened Edge, MAG Det 201, Type B
LF
329.01000
Bituminous Tack Coat SS-1h, Diluted
Ton
1.000
1,200.00
$
1,200.00
$
340.01110
Vertical Curb & Gutter, Type A, H=6 in, MAG Det 220
LF
0
40.00
$
0
$
340.01130
Roll Curb & Gutter, Type C, MAG Det 220
LF
0
70.00
$
0
$
340.01600
Concrete Apron & Valley Gutter, MAG Det 240
SF
0
35.00
$
0
$
345.01100
Adjust Manhole Frame & Cover, MAG Det 422
Each
0
1,250.00
$
0
$
345.01200
Adjust Frame & Cover to Grade, MAG Det 391-1
Each
0
1,000.00
$
0
$
350.01400
Remove Catch Basin
Each
350.01800
Remove Concrete Curb and Gutter
LF
350.01801
Remove Valley Gutter
SF
0
10.00
$
0
$
350.04000
Remove and Salvage Traffic Sign Assembly
EA
0
500.00
$
0
$
350.07500
Removal of Pavement
SF
351.01700
Relocate 2” Air/Vacuum Release Valve Per COG Std G-3328
Each
0
5,000.00
$
0
$
401.01000
Maintenance of Traffic/Traffic Control
LS
6.07%
736,000.00
$
44,675.20
$
401.01100
Uniformed Off-Duty Law Enforcement Officer
Hours
6.07%
10,000.00
$
607.00
$
430.01201
Hydro Seeding - Native Seed Mix
AC
2
3,500.00
$
6,931.94
$
460.02000
Remove Thermoplastic Stripe
LF
0
3.00
$
0
$
462.01100
4 in White Thermoplastic Traffic Stripe
LF
1,834
1.00
$
1,834.25
$
462.01200
4 in Yellow Thermoplastic Traffic Stripe
LF
1,064
1.00
$
1,064.00
$
463.01200
Reflectorized Raised Pavement Marker (Type G, Clear, 1-Way)
Each
26
4.50
$
118.69
$
463.01520
Thermoplastic/Preformed Symbol Bike Lane Marking Set
Each
1
500.00
$
500.00
$
465.01006
Furnish and Install Roadside Sign Assembly (Base, Post, Sign Panel) (C.O.G. Std. Detail G-3209-3)
Each
4
1,300.00
$
5,200.00
$
505.10150
Catch Basin, MAG Det 535, Type F
Each
0
9,250.00
$
0
$
505.13627
Catch Basin COG Std G-3535, Type M-2, L=17 ft
Each
0
19,000.00
$
0
$
610.10210
Concrete Encasement of Waterline, 20 in Pipe, MAG Det 404
LF
0
250.00
$
0
$
610.27050
Relocate Fire Hydrant Bypass Assembly, COG Std G-3336
Each
0
15,000.00
$
0
$
618.00930
Concrete Pipe Collar for 30 in Pipe, MAG Det 505
Each
0
1,000.00
$
0
$
618.00936
Concrete Pipe Collar for 36 in Pipe, MAG Det 505
Each
0
1,500.00
$
0
$
618.20518
18 in RGRCP, Class V
LF
0
350.00
$
0
$
618.20524
24 in RGRCP, Class V
LF
0
400.00
$
0
$
618.20530
30 in RGRCP, Class V
LF
0
450.00
$
0
$
618.20536
36 in RGRCP, Class V
LF
0
700.00
$
0
$
625.01100
Storm Drain Manhole, MAG Det 520 & 522
Each
0
13,000.00
$
0
$
SUBTOTAL
$290,950.39
SUBTOTAL ESTIMATED CONSTRUCTION COST
$290,950.39
CONSTRUCTION ENGINEERING AND ADMINISTRATION
6.07%
$404,000.00
$24,522.80
CONSTRUCTION COST CONTINGENCIES - BIDDING WITHIN 6 MONTHS
10%
$29,095.04
$29,095.00
SUBTOTAL ADDITIONAL PROJECT CONSTRUCTION COSTS
$53,617.80
TOTAL CONSTRUCTION COSTS
$344,568.19
DESIGN ENGINEERING
6.07%
$946,767.00
$57,468.76
TOTAL DESIGN COSTS
$57,469.00
TOTAL ESTIMATED PROJECT COST
$402,037.19
ROADWAY
ADDITIONAL PROJECT CONSTRUCTION COSTS
DESIGN COST
Item No.
Description
Unit
Quantity
Unit Cost
Total
ENGINEER’S ESTIMATE OF MAXIMUM PROBABLE COST
PARCEL 6
Parcel 6
Owner's Allowance (To be used at Owner's Direction, not Contingency)
Allowance
11.23%
650,000.00
$
72,995.00
$
105.80000
Construction Surveying and Layout
LS
11.23%
276,000.00
$
30,994.80
$
105.80001
As-Builts
LS
11.23%
20,000.00
$
2,246.00
$
106.00000
Contractor Quality Control and Materials Testing
LS
11.23%
460,000.00
$
51,658.00
$
107.02000
Stormwater Compliance (AZPDES)
Allowance
11.23%
20,000.00
$
2,246.00
$
107.02002
Sediment Wattle, 9" Dia
LF
3,834
6.00
$
23,004.00
$
107.02003
Rock Check Dam
Each
0
250.00
$
0
$
107.02004
Storm Drain Inlet Protection
Each
2
155.00
$
310.00
$
107.02005
Storm Drain Median Inlet Protection
Each
320.00
$
0
$
107.02006
Rock Cut/Fill Transition
SY
0
33.00
$
0
$
107.02007
Stabilized Construction Entrance/Exit
CY
11.23%
3,300.00
$
370.59
$
109.09000
Mobilization/Demobilization
LS
11.23%
920,000.00
$
103,316.00
$
205.01150
Roadway Excavation
CY
205.01750
Hard Dig Allowance (Contingent)
Allowance
11.23%
50,000.00
$
5,615.00
$
215.01510
Earthwork for Retention Basins
CY
262
30.00
$
7,860.00
$
220.10150
Riprap, D50=6 in
CY
0
300.00
$
0
$
301.01000
Subgrade Preparation
SY
301.02010
Subgrade Repair (Contingent)
Allowance
11.23%
200,000.00
$
22,460.00
$
310.03000
Aggregate Base Course (Class II)
CY
321.01301
Asphalt Concrete Pavement (Superpave 3/4 in Mix, Low Traffic)
Ton
321.01301A
Asphalt Concrete Pavement (Superpave 3/4 in Mix, Low Traffic, 1.5" Lift)
Ton
767
140.00
$
107,380.00
$
321.04005
Thickened Edge, MAG Det 201, Type B
LF
329.01000
Bituminous Tack Coat SS-1h, Diluted
Ton
2.310
1,200.00
$
2,772.00
$
340.01110
Vertical Curb & Gutter, Type A, H=6 in, MAG Det 220
LF
340.01130
Roll Curb & Gutter, Type C, MAG Det 220
LF
0
70.00
$
0
$
340.01600
Concrete Apron & Valley Gutter, MAG Det 240
SF
491
35.00
$
17,185.00
$
345.01100
Adjust Manhole Frame & Cover, MAG Det 422
Each
1
1,250.00
$
1,250.00
$
345.01200
Adjust Frame & Cover to Grade, MAG Det 391-1
Each
0
1,000.00
$
0
$
350.01400
Remove Catch Basin
Each
350.01800
Remove Concrete Curb and Gutter
LF
350.01801
Remove Valley Gutter
SF
398
10.00
$
3,980.00
$
350.04000
Remove and Salvage Traffic Sign Assembly
EA
7
500.00
$
3,500.00
$
350.07500
Removal of Pavement
SF
351.01700
Relocate 2” Air/Vacuum Release Valve Per COG Std G-3328
Each
0
5,000.00
$
0
$
401.01000
Maintenance of Traffic/Traffic Control
LS
11.23%
736,000.00
$
82,652.80
$
401.01100
Uniformed Off-Duty Law Enforcement Officer
Hours
11.23%
10,000.00
$
1,123.00
$
430.01201
Hydro Seeding - Native Seed Mix
AC
2.4
3,500.00
$
8,377.58
$
460.02000
Remove Thermoplastic Stripe
LF
0
3.00
$
0
$
462.01100
4 in White Thermoplastic Traffic Stripe
LF
3,113
1.00
$
3,112.50
$
462.01200
4 in Yellow Thermoplastic Traffic Stripe
LF
1,773
1.00
$
1,773.00
$
463.01200
Reflectorized Raised Pavement Marker (Type G, Clear, 1-Way)
Each
44
4.50
$
199.46
$
463.01520
Thermoplastic/Preformed Symbol Bike Lane Marking Set
Each
2
500.00
$
1,000.00
$
465.01006
Furnish and Install Roadside Sign Assembly (Base, Post, Sign Panel) (C.O.G. Std. Detail G-32
Each
11
1,300.00
$
14,300.00
$
505.10150
Catch Basin, MAG Det 535, Type F
Each
2
9,250.00
$
18,500.00
$
505.13627
Catch Basin COG Std G-3535, Type M-2, L=17 ft
Each
1
19,000.00
$
19,000.00
$
610.10210
Concrete Encasement of Waterline, 20 in Pipe, MAG Det 404
LF
0
250.00
$
0
$
610.27050
Relocate Fire Hydrant Bypass Assembly, COG Std G-3336
Each
0
15,000.00
$
0
$
618.00930
Concrete Pipe Collar for 30 in Pipe, MAG Det 505
Each
0
1,000.00
$
0
$
618.00936
Concrete Pipe Collar for 36 in Pipe, MAG Det 505
Each
0
1,500.00
$
0
$
618.20518
18 in RGRCP, Class V
LF
0
350.00
$
0
$
618.20524
24 in RGRCP, Class V
LF
169
400.00
$
67,600.00
$
618.20530
30 in RGRCP, Class V
LF
0
450.00
$
0
$
618.20536
36 in RGRCP, Class V
LF
0
700.00
$
0
$
625.01100
Storm Drain Manhole, MAG Det 520 & 522
Each
0
13,000.00
$
0
$
SUBTOTAL
$676,780.74
SUBTOTAL ESTIMATED CONSTRUCTION COST
$676,780.74
CONSTRUCTION ENGINEERING AND ADMINISTRATION
11.23%
$404,000.00
$45,369.20
CONSTRUCTION COST CONTINGENCIES - BIDDING WITHIN 6 MONTHS
10%
$67,678.07
$67,678.00
SUBTOTAL ADDITIONAL PROJECT CONSTRUCTION COSTS
$113,047.20
TOTAL CONSTRUCTION COSTS
$789,827.94
DESIGN ENGINEERING
11.23%
$946,767.00
$106,321.93
TOTAL DESIGN COSTS
$106,322.00
TOTAL ESTIMATED PROJECT COST
$896,149.94
ROADWAY
ADDITIONAL PROJECT CONSTRUCTION COSTS
DESIGN COST
Item No.
Description
Unit
Quantity
Unit Cost
Total
ENGINEER’S ESTIMATE OF MAXIMUM PROBABLE COST
PARCEL 7
Parcel 7
Owner's Allowance (To be used at Owner's Direction, not Contingency)
Allowance
8.05%
650,000.00
$
52,325.00
$
105.80000
Construction Surveying and Layout
LS
8.05%
276,000.00
$
22,218.00
$
105.80001
As-Builts
LS
8.05%
20,000.00
$
1,610.00
$
106.00000
Contractor Quality Control and Materials Testing
LS
8.05%
460,000.00
$
37,030.00
$
107.02000
Stormwater Compliance (AZPDES)
Allowance
8.05%
20,000.00
$
1,610.00
$
107.02002
Sediment Wattle, 9" Dia
LF
1,328
6.00
$
7,966.08
$
107.02003
Rock Check Dam
Each
5
250.00
$
1,125.00
$
107.02004
Storm Drain Inlet Protection
Each
1
155.00
$
155.00
$
107.02005
Storm Drain Median Inlet Protection
Each
1
320.00
$
320.00
$
107.02006
Rock Cut/Fill Transition
SY
0
33.00
$
0
$
107.02007
Stabilized Construction Entrance/Exit
CY
8.05%
100.00
$
8.05
$
109.09000
Mobilization/Demobilization
LS
8.05%
67,344.00
$
5,421.19
$
205.01150
Roadway Excavation
CY
8.05%
30.00
$
2.42
$
205.01750
Hard Dig Allowance (Contingent)
Allowance
8.05%
3,660.00
$
294.63
$
215.01510
Earthwork for Retention Basins
CY
0
30.00
$
0
$
220.10150
Riprap, D50=6 in
CY
0
300.00
$
0
$
301.01000
Subgrade Preparation
SY
4,850
16.00
$
77,592.89
$
301.02010
Subgrade Repair (Contingent)
Allowance
8.05%
14,640.00
$
1,178.52
$
310.03000
Aggregate Base Course (Class II)
CY
1,617
90.00
$
145,486.67
$
321.01301
Asphalt Concrete Pavement (Superpave 3/4 in Mix, Low Traffic)
Ton
1,600
140.00
$
224,049.47
$
321.04005
Thickened Edge, MAG Det 201, Type B
LF
1,323
10.00
$
13,227.90
$
329.01000
Bituminous Tack Coat SS-1h, Diluted
Ton
1.21
1,200.00
$
1,454.87
$
340.01110
Vertical Curb & Gutter, Type A, H=6 in, MAG Det 220
LF
1,322
40.00
$
52,898.00
$
340.01130
Roll Curb & Gutter, Type C, MAG Det 220
LF
0
70.00
$
0
$
340.01600
Concrete Apron & Valley Gutter, MAG Det 240
SF
0
35.00
$
0
$
345.01100
Adjust Manhole Frame & Cover, MAG Det 422
Each
1
1,250.00
$
1,250.00
$
345.01200
Adjust Frame & Cover to Grade, MAG Det 391-1
Each
2
1,000.00
$
2,000.00
$
350.01400
Remove Catch Basin
Each
0
1,500.00
$
0
$
350.01800
Remove Concrete Curb and Gutter
LF
0
12.00
$
0
$
350.01801
Remove Valley Gutter
SF
0
10.00
$
0
$
350.04000
Remove and Salvage Traffic Sign Assembly
EA
3
500.00
$
1,500.00
$
350.07500
Removal of Pavement
SF
4,426
5.00
$
22,130.00
$
351.01700
Relocate 2” Air/Vacuum Release Valve Per COG Std G-3328
Each
0
5,000.00
$
0
$
401.01000
Maintenance of Traffic/Traffic Control
LS
8.05%
53,875.20
$
4,336.95
$
401.01100
Uniformed Off-Duty Law Enforcement Officer
Hours
8.05%
9.15
$
0.74
$
430.01201
Hydro Seeding - Native Seed Mix
AC
1.02
3,500.00
$
3,561.41
$
460.02000
Remove Thermoplastic Stripe
LF
0
3.00
$
0
$
462.01100
4 in White Thermoplastic Traffic Stripe
LF
2,315
1.00
$
2,315.00
$
462.01200
4 in Yellow Thermoplastic Traffic Stripe
LF
1,323
1.00
$
1,322.79
$
463.01200
Reflectorized Raised Pavement Marker (Type G, Clear, 1-Way)
Each
33
4.50
$
148.81
$
463.01520
Thermoplastic/Preformed Symbol Bike Lane Marking Set
Each
1
500.00
$
500.00
$
465.01006
Furnish and Install Roadside Sign Assembly (Base, Post, Sign Panel) (C.O.G. Std. Detail G-320
Each
5
1,300.00
$
6,500.00
$
505.10150
Catch Basin, MAG Det 535, Type F
Each
1
9,250.00
$
9,250.00
$
505.13627
Catch Basin COG Std G-3535, Type M-2, L=17 ft
Each
1
19,000.00
$
19,000.00
$
610.10210
Concrete Encasement of Waterline, 20 in Pipe, MAG Det 404
LF
22
250.00
$
5,500.00
$
610.27050
Relocate Fire Hydrant Bypass Assembly, COG Std G-3336
Each
0
15,000.00
$
0
$
618.00930
Concrete Pipe Collar for 30 in Pipe, MAG Det 505
Each
0
1,000.00
$
0
$
618.00936
Concrete Pipe Collar for 36 in Pipe, MAG Det 505
Each
0
1,500.00
$
0
$
618.20518
18 in RGRCP, Class V
LF
48
350.00
$
16,800.00
$
618.20524
24 in RGRCP, Class V
LF
123
400.00
$
49,200.00
$
618.20530
30 in RGRCP, Class V
LF
0
450.00
$
0
$
618.20536
36 in RGRCP, Class V
LF
0
700.00
$
0
$
625.01100
Storm Drain Manhole, MAG Det 520 & 522
Each
1
13,000.00
$
13,000.00
$
SUBTOTAL
$804,289.38
SUBTOTAL ESTIMATED CONSTRUCTION COST
$804,289.38
CONSTRUCTION ENGINEERING AND ADMINISTRATION
8.05%
$404,000.00
$32,522.00
CONSTRUCTION COST CONTINGENCIES - BIDDING WITHIN 6 MONTHS
10%
$80,428.94
$80,429.00
SUBTOTAL ADDITIONAL PROJECT CONSTRUCTION COSTS
$112,951.00
TOTAL CONSTRUCTION COSTS
$917,240.38
DESIGN ENGINEERING
8.05%
$946,767.00
$76,214.74
TOTAL DESIGN COSTS
$76,215.00
TOTAL ESTIMATED PROJECT COST
$993,455.38
ROADWAY
ADDITIONAL PROJECT CONSTRUCTION COSTS
DESIGN COST
Item No.
Description
Unit
Quantity
Unit Cost
Total
ENGINEER’S ESTIMATE OF MAXIMUM PROBABLE COST
PARCEL 8
Parcel 8
Owner's Allowance (To be used at Owner's Direction, not Contingency)
Allowance
7.69%
650,000.00
$
49,985.00
$
105.80000
Construction Surveying and Layout
LS
7.69%
276,000.00
$
21,224.40
$
105.80001
As-Builts
LS
7.69%
20,000.00
$
1,538.00
$
106.00000
Contractor Quality Control and Materials Testing
LS
7.69%
460,000.00
$
35,374.00
$
107.02000
Stormwater Compliance (AZPDES)
Allowance
7.69%
20,000.00
$
1,538.00
$
107.02002
Sediment Wattle, 9" Dia
LF
1,286
6.00
$
7,714.62
$
107.02003
Rock Check Dam
Each
8
250.00
$
2,000.00
$
107.02004
Storm Drain Inlet Protection
Each
1
155.00
$
155.00
$
107.02005
Storm Drain Median Inlet Protection
Each
0
320.00
$
0
$
107.02006
Rock Cut/Fill Transition
SY
0
33.00
$
0
$
107.02007
Stabilized Construction Entrance/Exit
CY
7.69%
100.00
$
7.69
$
109.09000
Mobilization/Demobilization
LS
7.69%
67,344.00
$
5,178.75
$
205.01150
Roadway Excavation
CY
7.69%
30.00
$
2.31
$
205.01750
Hard Dig Allowance (Contingent)
Allowance
7.69%
3,660.00
$
281.45
$
215.01510
Earthwork for Retention Basins
CY
0
30.00
$
0
$
220.10150
Riprap, D50=6 in
CY
0
300.00
$
0
$
301.01000
Subgrade Preparation
SY
4,694
16.00
$
75,111.98
$
301.02010
Subgrade Repair (Contingent)
Allowance
7.69%
14,640.00
$
1,125.82
$
310.03000
Aggregate Base Course (Class II)
CY
1,565
90.00
$
140,834.97
$
321.01301
Asphalt Concrete Pavement (Superpave 3/4 in Mix, Low Traffic)
Ton
1,549
140.00
$
216,885.85
$
321.04005
Thickened Edge, MAG Det 201, Type B
LF
1,281
10.00
$
12,808.60
$
329.01000
Bituminous Tack Coat SS-1h, Diluted
Ton
1.17
1,200.00
$
1,408.35
$
340.01110
Vertical Curb & Gutter, Type A, H=6 in, MAG Det 220
LF
1,281
40.00
$
51,224.40
$
340.01130
Roll Curb & Gutter, Type C, MAG Det 220
LF
0
70.00
$
0
$
340.01600
Concrete Apron & Valley Gutter, MAG Det 240
SF
0
35.00
$
0
$
345.01100
Adjust Manhole Frame & Cover, MAG Det 422
Each
0
1,250.00
$
0
$
345.01200
Adjust Frame & Cover to Grade, MAG Det 391-1
Each
1
1,000.00
$
1,000.00
$
350.01400
Remove Catch Basin
Each
0
1,500.00
$
0
$
350.01800
Remove Concrete Curb and Gutter
LF
0
12.00
$
0
$
350.01801
Remove Valley Gutter
SF
0
10.00
$
0
$
350.04000
Remove and Salvage Traffic Sign Assembly
EA
1
500.00
$
500.00
$
350.07500
Removal of Pavement
SF
0
5.00
$
0
$
351.01700
Relocate 2” Air/Vacuum Release Valve Per COG Std G-3328
Each
0
5,000.00
$
0
$
401.01000
Maintenance of Traffic/Traffic Control
LS
7.69%
53,875.20
$
4,143.00
$
401.01100
Uniformed Off-Duty Law Enforcement Officer
Hours
7.69%
9.15
$
0.70
$
430.01201
Hydro Seeding - Native Seed Mix
AC
1.18
3,500.00
$
4,142.75
$
460.02000
Remove Thermoplastic Stripe
LF
0
3.00
$
0
$
462.01100
4 in White Thermoplastic Traffic Stripe
LF
2,242
1.00
$
2,242.00
$
462.01200
4 in Yellow Thermoplastic Traffic Stripe
LF
1,281
1.00
$
1,280.61
$
463.01200
Reflectorized Raised Pavement Marker (Type G, Clear, 1-Way)
Each
32
4.50
$
144.07
$
463.01520
Thermoplastic/Preformed Symbol Bike Lane Marking Set
Each
1
500.00
$
500.00
$
465.01006
Furnish and Install Roadside Sign Assembly (Base, Post, Sign Panel) (C.O.G. Std. Detail G-320
Each
4
1,300.00
$
5,200.00
$
505.10150
Catch Basin, MAG Det 535, Type F
Each
0
9,250.00
$
0
$
505.13627
Catch Basin COG Std G-3535, Type M-2, L=17 ft
Each
1
19,000.00
$
19,000.00
$
610.10210
Concrete Encasement of Waterline, 20 in Pipe, MAG Det 404
LF
0
250.00
$
0
$
610.27050
Relocate Fire Hydrant Bypass Assembly, COG Std G-3336
Each
0
15,000.00
$
0
$
618.00930
Concrete Pipe Collar for 30 in Pipe, MAG Det 505
Each
1
1,000.00
$
1,000.00
$
618.00936
Concrete Pipe Collar for 36 in Pipe, MAG Det 505
Each
0
1,500.00
$
0
$
618.20518
18 in RGRCP, Class V
LF
0
350.00
$
0
$
618.20524
24 in RGRCP, Class V
LF
51
400.00
$
20,400.00
$
618.20530
30 in RGRCP, Class V
LF
0
450.00
$
0
$
618.20536
36 in RGRCP, Class V
LF
0
700.00
$
0
$
625.01100
Storm Drain Manhole, MAG Det 520 & 522
Each
0
13,000.00
$
0
$
SUBTOTAL
$683,952.32
SUBTOTAL ESTIMATED CONSTRUCTION COST
$683,952.32
CONSTRUCTION ENGINEERING AND ADMINISTRATION
7.69%
$404,000.00
$31,067.60
CONSTRUCTION COST CONTINGENCIES - BIDDING WITHIN 6 MONTHS
10%
$68,395.23
$68,395.00
SUBTOTAL ADDITIONAL PROJECT CONSTRUCTION COSTS
$99,462.60
TOTAL CONSTRUCTION COSTS
$783,414.92
DESIGN ENGINEERING
7.69%
$946,767.00
$72,806.38
TOTAL DESIGN COSTS
$72,806.00
TOTAL ESTIMATED PROJECT COST
$856,220.92
ROADWAY
ADDITIONAL PROJECT CONSTRUCTION COSTS
DESIGN COST
Item No.
Description
Unit
Quantity
Unit Cost
Total
ENGINEER’S ESTIMATE OF MAXIMUM PROBABLE COST
PARCEL 9
Parcel 9
Owner's Allowance (To be used at Owner's Direction, not Contingency)
Allowance
0.34%
650,000.00
$
2,210.00
$
105.80000
Construction Surveying and Layout
LS
0.34%
276,000.00
$
938.40
$
105.80001
As-Builts
LS
0.34%
20,000.00
$
68.00
$
106.00000
Contractor Quality Control and Materials Testing
LS
0.34%
460,000.00
$
1,564.00
$
107.02000
Stormwater Compliance (AZPDES)
Allowance
0.34%
20,000.00
$
68.00
$
107.02002
Sediment Wattle, 9" Dia
LF
58
6.00
$
346.20
$
107.02003
Rock Check Dam
Each
1
250.00
$
125.00
$
107.02004
Storm Drain Inlet Protection
Each
0
155.00
$
0
$
107.02005
Storm Drain Median Inlet Protection
Each
0
320.00
$
0
$
107.02006
Rock Cut/Fill Transition
SY
0
33.00
$
0
$
107.02007
Stabilized Construction Entrance/Exit
CY
0.34%
100.00
$
0.34
$
109.09000
Mobilization/Demobilization
LS
0.34%
67,344.00
$
228.97
$
205.01150
Roadway Excavation
CY
0.34%
30.00
$
0.10
$
205.01750
Hard Dig Allowance (Contingent)
Allowance
0.34%
3,660.00
$
12.44
$
215.01510
Earthwork for Retention Basins
CY
0
30.00
$
0
$
220.10150
Riprap, D50=6 in
CY
0
300.00
$
0
$
301.01000
Subgrade Preparation
SY
210
16.00
$
3,364.91
$
301.02010
Subgrade Repair (Contingent)
Allowance
0.34%
14,640.00
$
49.78
$
310.03000
Aggregate Base Course (Class II)
CY
70
90.00
$
6,309.20
$
321.01301
Asphalt Concrete Pavement (Superpave 3/4 in Mix, Low Traffic)
Ton
69
140.00
$
9,716.17
$
321.04005
Thickened Edge, MAG Det 201, Type B
LF
57
10.00
$
573.30
$
329.01000
Bituminous Tack Coat SS-1h, Diluted
Ton
0.05
1,200.00
$
63.09
$
340.01110
Vertical Curb & Gutter, Type A, H=6 in, MAG Det 220
LF
57
40.00
$
2,293.20
$
340.01130
Roll Curb & Gutter, Type C, MAG Det 220
LF
0
70.00
$
0
$
340.01600
Concrete Apron & Valley Gutter, MAG Det 240
SF
0
35.00
$
0
$
345.01100
Adjust Manhole Frame & Cover, MAG Det 422
Each
0
1,250.00
$
0
$
345.01200
Adjust Frame & Cover to Grade, MAG Det 391-1
Each
0
1,000.00
$
0
$
350.01400
Remove Catch Basin
Each
0
1,500.00
$
0
$
350.01800
Remove Concrete Curb and Gutter
LF
0
12.00
$
0
$
350.01801
Remove Valley Gutter
SF
0
10.00
$
0
$
350.04000
Remove and Salvage Traffic Sign Assembly
EA
0
500.00
$
0
$
350.07500
Removal of Pavement
SF
0
5.00
$
0
$
351.01700
Relocate 2” Air/Vacuum Release Valve Per COG Std G-3328
Each
0
5,000.00
$
0
$
401.01000
Maintenance of Traffic/Traffic Control
LS
0.34%
53,875.20
$
183.18
$
401.01100
Uniformed Off-Duty Law Enforcement Officer
Hours
0.34%
9.15
$
0.03
$
430.01201
Hydro Seeding - Native Seed Mix
AC
0.05
3,500.00
$
171.01
$
460.02000
Remove Thermoplastic Stripe
LF
0
3.00
$
0
$
462.01100
4 in White Thermoplastic Traffic Stripe
LF
100
1.00
$
100.00
$
462.01200
4 in Yellow Thermoplastic Traffic Stripe
LF
57
1.00
$
57.33
$
463.01200
Reflectorized Raised Pavement Marker (Type G, Clear, 1-Way)
Each
1
4.50
$
6.45
$
463.01520
Thermoplastic/Preformed Symbol Bike Lane Marking Set
Each
0
500.00
$
0
$
465.01006
Furnish and Install Roadside Sign Assembly (Base, Post, Sign Panel) (C.O.G. Std. Detail G-320
Each
1
1,300.00
$
1,300.00
$
505.10150
Catch Basin, MAG Det 535, Type F
Each
0
9,250.00
$
0
$
505.13627
Catch Basin COG Std G-3535, Type M-2, L=17 ft
Each
0
19,000.00
$
0
$
610.10210
Concrete Encasement of Waterline, 20 in Pipe, MAG Det 404
LF
0
250.00
$
0
$
610.27050
Relocate Fire Hydrant Bypass Assembly, COG Std G-3336
Each
0
15,000.00
$
0
$
618.00930
Concrete Pipe Collar for 30 in Pipe, MAG Det 505
Each
0
1,000.00
$
0
$
618.00936
Concrete Pipe Collar for 36 in Pipe, MAG Det 505
Each
0
1,500.00
$
0
$
618.20518
18 in RGRCP, Class V
LF
0
350.00
$
0
$
618.20524
24 in RGRCP, Class V
LF
0
400.00
$
0
$
618.20530
30 in RGRCP, Class V
LF
0
450.00
$
0
$
618.20536
36 in RGRCP, Class V
LF
0
700.00
$
0
$
625.01100
Storm Drain Manhole, MAG Det 520 & 522
Each
0
13,000.00
$
0
$
SUBTOTAL
$29,749.09
SUBTOTAL ESTIMATED CONSTRUCTION COST
$29,749.09
CONSTRUCTION ENGINEERING AND ADMINISTRATION
0.34%
$404,000.00
$1,373.60
CONSTRUCTION COST CONTINGENCIES - BIDDING WITHIN 6 MONTHS
10%
$2,974.91
$2,975.00
SUBTOTAL ADDITIONAL PROJECT CONSTRUCTION COSTS
$4,348.60
TOTAL CONSTRUCTION COSTS
$34,097.69
DESIGN ENGINEERING
0.34%
$946,767.00
$3,219.01
TOTAL DESIGN COSTS
$3,219.00
TOTAL ESTIMATED PROJECT COST
$37,316.69
ROADWAY
ADDITIONAL PROJECT CONSTRUCTION COSTS
DESIGN COST
Item No.
Description
Unit
Quantity
Unit Cost
Total
ENGINEER’S ESTIMATE OF MAXIMUM PROBABLE COST
PARCEL 10
Parcel 10
Owner's Allowance (To be used at Owner's Direction, not Contingency)
Allowance
8.19%
650,000.00
$
53,235.00
$
105.80000
Construction Surveying and Layout
LS
8.19%
276,000.00
$
22,604.40
$
105.80001
As-Builts
LS
8.19%
20,000.00
$
1,638.00
$
106.00000
Contractor Quality Control and Materials Testing
LS
8.19%
460,000.00
$
37,674.00
$
107.02000
Stormwater Compliance (AZPDES)
Allowance
8.19%
20,000.00
$
1,638.00
$
107.02002
Sediment Wattle, 9" Dia
LF
1,371
6.00
$
8,226.00
$
107.02003
Rock Check Dam
Each
4
250.00
$
1,000.00
$
107.02004
Storm Drain Inlet Protection
Each
1
155.00
$
155.00
$
107.02005
Storm Drain Median Inlet Protection
Each
0
320.00
$
0
$
107.02006
Rock Cut/Fill Transition
SY
0
33.00
$
0
$
107.02007
Stabilized Construction Entrance/Exit
CY
8.19%
100.00
$
8.19
$
109.09000
Mobilization/Demobilization
LS
8.19%
67,344.00
$
5,515.47
$
205.01150
Roadway Excavation
CY
8.19%
30.00
$
2.46
$
205.01750
Hard Dig Allowance (Contingent)
Allowance
8.19%
3,660.00
$
299.75
$
215.01510
Earthwork for Retention Basins
CY
0
30.00
$
0
$
220.10150
Riprap, D50=6 in
CY
0
300.00
$
0
$
301.01000
Subgrade Preparation
SY
4,985
16.00
$
79,764.21
$
301.02010
Subgrade Repair (Contingent)
Allowance
8.19%
14,640.00
$
1,199.02
$
310.03000
Aggregate Base Course (Class II)
CY
1,662
90.00
$
149,557.90
$
321.01301
Asphalt Concrete Pavement (Superpave 3/4 in Mix, Low Traffic)
Ton
1,645
140.00
$
230,319.17
$
321.04005
Thickened Edge, MAG Det 201, Type B
LF
1,332
10.00
$
13,323.50
$
329.01000
Bituminous Tack Coat SS-1h, Diluted
Ton
1.25
1,200.00
$
1,495.58
$
340.01110
Vertical Curb & Gutter, Type A, H=6 in, MAG Det 220
LF
1,331
40.00
$
53,248.80
$
340.01130
Roll Curb & Gutter, Type C, MAG Det 220
LF
30
70.00
$
2,100.00
$
340.01600
Concrete Apron & Valley Gutter, MAG Det 240
SF
0
35.00
$
0
$
345.01100
Adjust Manhole Frame & Cover, MAG Det 422
Each
1
1,250.00
$
1,250.00
$
345.01200
Adjust Frame & Cover to Grade, MAG Det 391-1
Each
2
1,000.00
$
2,000.00
$
350.01400
Remove Catch Basin
Each
0
1,500.00
$
0
$
350.01800
Remove Concrete Curb and Gutter
LF
0
12.00
$
0
$
350.01801
Remove Valley Gutter
SF
0
10.00
$
0
$
350.04000
Remove and Salvage Traffic Sign Assembly
EA
0
500.00
$
0
$
350.07500
Removal of Pavement
SF
0
5.00
$
0
$
351.01700
Relocate 2” Air/Vacuum Release Valve Per COG Std G-3328
Each
0
5,000.00
$
0
$
401.01000
Maintenance of Traffic/Traffic Control
LS
8.19%
53,875.20
$
4,412.38
$
401.01100
Uniformed Off-Duty Law Enforcement Officer
Hours
8.19%
9.15
$
0.75
$
430.01201
Hydro Seeding - Native Seed Mix
AC
0.91
3,500.00
$
3,185.00
$
460.02000
Remove Thermoplastic Stripe
LF
0
3.00
$
0
$
462.01100
4 in White Thermoplastic Traffic Stripe
LF
2,382
1.00
$
2,382.00
$
462.01200
4 in Yellow Thermoplastic Traffic Stripe
LF
1,361
1.00
$
1,361.08
$
463.01200
Reflectorized Raised Pavement Marker (Type G, Clear, 1-Way)
Each
33
4.50
$
148.50
$
463.01520
Thermoplastic/Preformed Symbol Bike Lane Marking Set
Each
1
500.00
$
500.00
$
465.01006
Furnish and Install Roadside Sign Assembly (Base, Post, Sign Panel) (C.O.G. Std. Detail G-320
Each
5
1,300.00
$
6,500.00
$
505.10150
Catch Basin, MAG Det 535, Type F
Each
1
9,250.00
$
9,250.00
$
505.13627
Catch Basin COG Std G-3535, Type M-2, L=17 ft
Each
1
19,000.00
$
19,000.00
$
610.10210
Concrete Encasement of Waterline, 20 in Pipe, MAG Det 404
LF
0
250.00
$
0
$
610.27050
Relocate Fire Hydrant Bypass Assembly, COG Std G-3336
Each
0
15,000.00
$
0
$
618.00930
Concrete Pipe Collar for 30 in Pipe, MAG Det 505
Each
0
1,000.00
$
0
$
618.00936
Concrete Pipe Collar for 36 in Pipe, MAG Det 505
Each
0
1,500.00
$
0
$
618.20518
18 in RGRCP, Class V
LF
50
350.00
$
17,500.00
$
618.20524
24 in RGRCP, Class V
LF
0
400.00
$
0
$
618.20530
30 in RGRCP, Class V
LF
0
450.00
$
0
$
618.20536
36 in RGRCP, Class V
LF
0
700.00
$
0
$
625.01100
Storm Drain Manhole, MAG Det 520 & 522
Each
0
13,000.00
$
0
$
SUBTOTAL
$730,494.16
SUBTOTAL ESTIMATED CONSTRUCTION COST
$730,494.16
CONSTRUCTION ENGINEERING AND ADMINISTRATION
8.19%
$404,000.00
$33,087.60
CONSTRUCTION COST CONTINGENCIES - BIDDING WITHIN 6 MONTHS
10%
$73,049.42
$73,049.00
SUBTOTAL ADDITIONAL PROJECT CONSTRUCTION COSTS
$106,136.60
TOTAL CONSTRUCTION COSTS
$836,630.76
DESIGN ENGINEERING
8.19%
$946,767.00
$77,540.22
TOTAL DESIGN COSTS
$77,540.00
TOTAL ESTIMATED PROJECT COST
$914,170.76
ROADWAY
ADDITIONAL PROJECT CONSTRUCTION COSTS
DESIGN COST
Item No.
Description
Unit
Quantity
Unit Cost
Total
ENGINEER’S ESTIMATE OF MAXIMUM PROBABLE COST
PARCEL 11
Parcel 11
Owner's Allowance (To be used at Owner's Direction, not Contingency)
Allowance
8.25%
650,000.00
$
53,625.00
$
105.80000
Construction Surveying and Layout
LS
8.25%
276,000.00
$
22,770.00
$
105.80001
As-Builts
LS
8.25%
20,000.00
$
1,650.00
$
106.00000
Contractor Quality Control and Materials Testing
LS
8.25%
460,000.00
$
37,950.00
$
107.02000
Stormwater Compliance (AZPDES)
Allowance
8.25%
20,000.00
$
1,650.00
$
107.02002
Sediment Wattle, 9" Dia
LF
1,521
6.00
$
9,123.60
$
107.02003
Rock Check Dam
Each
0
250.00
$
0
$
107.02004
Storm Drain Inlet Protection
Each
1
155.00
$
155.00
$
107.02005
Storm Drain Median Inlet Protection
Each
2
320.00
$
640.00
$
107.02006
Rock Cut/Fill Transition
SY
0
33.00
$
0
$
107.02007
Stabilized Construction Entrance/Exit
CY
8.25%
100.00
$
8.25
$
109.09000
Mobilization/Demobilization
LS
8.25%
67,344.00
$
5,555.88
$
205.01150
Roadway Excavation
CY
8.25%
30.00
$
2.48
$
205.01750
Hard Dig Allowance (Contingent)
Allowance
8.25%
3,660.00
$
301.95
$
215.01510
Earthwork for Retention Basins
CY
0
30.00
$
0
$
220.10150
Riprap, D50=6 in
CY
0
300.00
$
0
$
301.01000
Subgrade Preparation
SY
5,114
16.00
$
81,828.43
$
301.02010
Subgrade Repair (Contingent)
Allowance
8.25%
14,640.00
$
1,207.80
$
310.03000
Aggregate Base Course (Class II)
CY
1,705
90.00
$
153,428.30
$
321.01301
Asphalt Concrete Pavement (Superpave 3/4 in Mix, Low Traffic)
Ton
1,688
140.00
$
236,279.58
$
321.04005
Thickened Edge, MAG Det 201, Type B
LF
1,377
10.00
$
13,766.60
$
329.01000
Bituminous Tack Coat SS-1h, Diluted
Ton
1.28
1,200.00
$
1,534.28
$
340.01110
Vertical Curb & Gutter, Type A, H=6 in, MAG Det 220
LF
1,377
40.00
$
55,082.40
$
340.01130
Roll Curb & Gutter, Type C, MAG Det 220
LF
0
70.00
$
0
$
340.01600
Concrete Apron & Valley Gutter, MAG Det 240
SF
0
35.00
$
0
$
345.01100
Adjust Manhole Frame & Cover, MAG Det 422
Each
0
1,250.00
$
0
$
345.01200
Adjust Frame & Cover to Grade, MAG Det 391-1
Each
1
1,000.00
$
1,000.00
$
350.01400
Remove Catch Basin
Each
0
1,500.00
$
0
$
350.01800
Remove Concrete Curb and Gutter
LF
0
12.00
$
0
$
350.01801
Remove Valley Gutter
SF
0
10.00
$
0
$
350.04000
Remove and Salvage Traffic Sign Assembly
EA
0
500.00
$
0
$
350.07500
Removal of Pavement
SF
0
5.00
$
0
$
351.01700
Relocate 2” Air/Vacuum Release Valve Per COG Std G-3328
Each
0
5,000.00
$
0
$
401.01000
Maintenance of Traffic/Traffic Control
LS
8.25%
53,875.20
$
4,444.70
$
401.01100
Uniformed Off-Duty Law Enforcement Officer
Hours
8.25%
9.15
$
0.75
$
430.01201
Hydro Seeding - Native Seed Mix
AC
1.39
3,500.00
$
4,864.10
$
460.02000
Remove Thermoplastic Stripe
LF
0
3.00
$
0
$
462.01100
4 in White Thermoplastic Traffic Stripe
LF
2,410
1.00
$
2,410.00
$
462.01200
4 in Yellow Thermoplastic Traffic Stripe
LF
1,377
1.00
$
1,376.88
$
463.01200
Reflectorized Raised Pavement Marker (Type G, Clear, 1-Way)
Each
33
4.50
$
148.50
$
463.01520
Thermoplastic/Preformed Symbol Bike Lane Marking Set
Each
1
500.00
$
500.00
$
465.01006
Furnish and Install Roadside Sign Assembly (Base, Post, Sign Panel) (C.O.G. Std. Detail G-320
Each
4
1,300.00
$
5,200.00
$
505.10150
Catch Basin, MAG Det 535, Type F
Each
2
9,250.00
$
18,500.00
$
505.13627
Catch Basin COG Std G-3535, Type M-2, L=17 ft
Each
1
19,000.00
$
19,000.00
$
610.10210
Concrete Encasement of Waterline, 20 in Pipe, MAG Det 404
LF
0
250.00
$
0
$
610.27050
Relocate Fire Hydrant Bypass Assembly, COG Std G-3336
Each
1
15,000.00
$
15,000.00
$
618.00930
Concrete Pipe Collar for 30 in Pipe, MAG Det 505
Each
0
1,000.00
$
0
$
618.00936
Concrete Pipe Collar for 36 in Pipe, MAG Det 505
Each
1
1,500.00
$
1,500.00
$
618.20518
18 in RGRCP, Class V
LF
51
350.00
$
17,850.00
$
618.20524
24 in RGRCP, Class V
LF
0
400.00
$
0
$
618.20530
30 in RGRCP, Class V
LF
64
450.00
$
28,800.00
$
618.20536
36 in RGRCP, Class V
LF
4
700.00
$
2,800.00
$
625.01100
Storm Drain Manhole, MAG Det 520 & 522
Each
0
13,000.00
$
0
$
SUBTOTAL
$799,954.48
SUBTOTAL ESTIMATED CONSTRUCTION COST
$799,954.48
CONSTRUCTION ENGINEERING AND ADMINISTRATION
8.25%
$404,000.00
$33,330.00
CONSTRUCTION COST CONTINGENCIES - BIDDING WITHIN 6 MONTHS
10%
$79,995.45
$79,995.00
SUBTOTAL ADDITIONAL PROJECT CONSTRUCTION COSTS
$113,325.00
TOTAL CONSTRUCTION COSTS
$913,279.48
DESIGN ENGINEERING
8.25%
$946,767.00
$78,108.28
TOTAL DESIGN COSTS
$78,108.00
TOTAL ESTIMATED PROJECT COST
$991,387.48
ROADWAY
ADDITIONAL PROJECT CONSTRUCTION COSTS
DESIGN COST
Item No.
Description
Unit
Quantity
Unit Cost
Total
ENGINEER’S ESTIMATE OF MAXIMUM PROBABLE COST
PARCEL 12
Parcel 12
Owner's Allowance (To be used at Owner's Direction, not Contingency)
Allowance
7.32%
650,000.00
$
47,580.00
$
105.80000
Construction Surveying and Layout
LS
7.32%
276,000.00
$
20,203.20
$
105.80001
As-Builts
LS
7.32%
20,000.00
$
1,464.00
$
106.00000
Contractor Quality Control and Materials Testing
LS
7.32%
460,000.00
$
33,672.00
$
107.02000
Stormwater Compliance (AZPDES)
Allowance
7.32%
20,000.00
$
1,464.00
$
107.02002
Sediment Wattle, 9" Dia
LF
2,786
6.00
$
16,716.00
$
107.02003
Rock Check Dam
Each
5
250.00
$
1,250.00
$
107.02004
Storm Drain Inlet Protection
Each
0
155.00
$
0
$
107.02005
Storm Drain Median Inlet Protection
Each
0
320.00
$
0
$
107.02006
Rock Cut/Fill Transition
SY
57
33.00
$
1,881.00
$
107.02007
Stabilized Construction Entrance/Exit
CY
7.32%
100.00
$
7.32
$
109.09000
Mobilization/Demobilization
LS
7.32%
67,344.00
$
4,929.58
$
205.01150
Roadway Excavation
CY
7.32%
30.00
$
2.20
$
205.01750
Hard Dig Allowance (Contingent)
Allowance
7.32%
3,660.00
$
267.91
$
215.01510
Earthwork for Retention Basins
CY
0
30.00
$
0
$
220.10150
Riprap, D50=6 in
CY
45
300.00
$
13,500.00
$
301.01000
Subgrade Preparation
SY
4,365
16.00
$
69,838.22
$
301.02010
Subgrade Repair (Contingent)
Allowance
7.32%
14,640.00
$
1,071.65
$
310.03000
Aggregate Base Course (Class II)
CY
1,455
90.00
$
130,946.67
$
321.01301
Asphalt Concrete Pavement (Superpave 3/4 in Mix, Low Traffic)
Ton
1,440
140.00
$
201,657.87
$
321.04005
Thickened Edge, MAG Det 201, Type B
LF
632
10.00
$
6,323.90
$
329.01000
Bituminous Tack Coat SS-1h, Diluted
Ton
1.09
1,200.00
$
1,309.47
$
340.01110
Vertical Curb & Gutter, Type A, H=6 in, MAG Det 220
LF
1,748
40.00
$
69,939.20
$
340.01130
Roll Curb & Gutter, Type C, MAG Det 220
LF
0
70.00
$
0
$
340.01600
Concrete Apron & Valley Gutter, MAG Det 240
SF
0
35.00
$
0
$
345.01100
Adjust Manhole Frame & Cover, MAG Det 422
Each
1
1,250.00
$
1,250.00
$
345.01200
Adjust Frame & Cover to Grade, MAG Det 391-1
Each
2
1,000.00
$
2,000.00
$
350.01400
Remove Catch Basin
Each
0
1,500.00
$
0
$
350.01800
Remove Concrete Curb and Gutter
LF
0
12.00
$
0
$
350.01801
Remove Valley Gutter
SF
0
10.00
$
0
$
350.04000
Remove and Salvage Traffic Sign Assembly
EA
0
500.00
$
0
$
350.07500
Removal of Pavement
SF
3,840
5.00
$
19,200.85
$
351.01700
Relocate 2” Air/Vacuum Release Valve Per COG Std G-3328
Each
1
5,000.00
$
5,000.00
$
401.01000
Maintenance of Traffic/Traffic Control
LS
7.32%
53,875.20
$
3,943.66
$
401.01100
Uniformed Off-Duty Law Enforcement Officer
Hours
7.32%
9.15
$
0.67
$
430.01201
Hydro Seeding - Native Seed Mix
AC
2.15
3,500.00
$
7,525.00
$
460.02000
Remove Thermoplastic Stripe
LF
0
3.00
$
0
$
462.01100
4 in White Thermoplastic Traffic Stripe
LF
2,084
1.00
$
2,084.00
$
462.01200
4 in Yellow Thermoplastic Traffic Stripe
LF
1,191
1.00
$
1,191.00
$
463.01200
Reflectorized Raised Pavement Marker (Type G, Clear, 1-Way)
Each
29
4.50
$
130.50
$
463.01520
Thermoplastic/Preformed Symbol Bike Lane Marking Set
Each
1
500.00
$
500.00
$
465.01006
Furnish and Install Roadside Sign Assembly (Base, Post, Sign Panel) (C.O.G. Std. Detail G-320
Each
5
1,300.00
$
6,500.00
$
505.10150
Catch Basin, MAG Det 535, Type F
Each
0
9,250.00
$
0
$
505.13627
Catch Basin COG Std G-3535, Type M-2, L=17 ft
Each
0
19,000.00
$
0
$
610.10210
Concrete Encasement of Waterline, 20 in Pipe, MAG Det 404
LF
0
250.00
$
0
$
610.27050
Relocate Fire Hydrant Bypass Assembly, COG Std G-3336
Each
1
15,000.00
$
15,000.00
$
618.00930
Concrete Pipe Collar for 30 in Pipe, MAG Det 505
Each
0
1,000.00
$
0
$
618.00936
Concrete Pipe Collar for 36 in Pipe, MAG Det 505
Each
0
1,500.00
$
0
$
618.20518
18 in RGRCP, Class V
LF
0
350.00
$
0
$
618.20524
24 in RGRCP, Class V
LF
0
400.00
$
0
$
618.20530
30 in RGRCP, Class V
LF
0
450.00
$
0
$
618.20536
36 in RGRCP, Class V
LF
0
700.00
$
0
$
625.01100
Storm Drain Manhole, MAG Det 520 & 522
Each
0
13,000.00
$
0
$
SUBTOTAL
$688,349.86
SUBTOTAL ESTIMATED CONSTRUCTION COST
$688,349.86
CONSTRUCTION ENGINEERING AND ADMINISTRATION
7.32%
$404,000.00
$29,572.80
CONSTRUCTION COST CONTINGENCIES - BIDDING WITHIN 6 MONTHS
10%
$68,834.99
$68,835.00
SUBTOTAL ADDITIONAL PROJECT CONSTRUCTION COSTS
$98,407.80
TOTAL CONSTRUCTION COSTS
$786,757.66
DESIGN ENGINEERING
7.32%
$946,767.00
$69,303.34
TOTAL DESIGN COSTS
$69,303.00
TOTAL ESTIMATED COSTS
$856,060.66
ROADWAY
ADDITIONAL PROJECT CONSTRUCTION COSTS
DESIGN COST
Item No.
Description
Unit
Quantity
Unit Cost
Total
ENGINEER’S ESTIMATE OF MAXIMUM PROBABLE COST
PARCEL 13
Parcel 13
Owner's Allowance (To be used at Owner's Direction, not Contingency)
Allowance
10.28%
650,000.00
$
66,820.00
$
105.80000
Construction Surveying and Layout
LS
10.28%
276,000.00
$
28,372.80
$
105.80001
As-Builts
LS
10.28%
20,000.00
$
2,056.00
$
106.00000
Contractor Quality Control and Materials Testing
LS
10.28%
460,000.00
$
47,288.00
$
107.02000
Stormwater Compliance (AZPDES)
Allowance
10.28%
20,000.00
$
2,056.00
$
107.02002
Sediment Wattle, 9" Dia
LF
1,608
6.00
$
9,648.00
$
107.02003
Rock Check Dam
Each
0
250.00
$
0
$
107.02004
Storm Drain Inlet Protection
Each
2
155.00
$
310.00
$
107.02005
Storm Drain Median Inlet Protection
Each
4
320.00
$
1,280.00
$
107.02006
Rock Cut/Fill Transition
SY
0
33.00
$
0
$
107.02007
Stabilized Construction Entrance/Exit
CY
10.28%
100.00
$
10.28
$
109.09000
Mobilization/Demobilization
LS
10.28%
920,000.00
$
94,576.00
$
205.01150
Roadway Excavation
CY
10.28%
30.00
$
3.08
$
205.01750
Hard Dig Allowance (Contingent)
Allowance
10.28%
50,000.00
$
5,140.00
$
215.01510
Earthwork for Retention Basins
CY
0
30.00
$
0
$
220.10150
Riprap, D50=6 in
CY
0
300.00
$
0
$
301.01000
Subgrade Preparation
SY
5,779
16.00
$
92,456.85
$
301.02010
Subgrade Repair (Contingent)
Allowance
10.28%
200,000.00
$
20,560.00
$
310.03000
Aggregate Base Course (Class II)
CY
1,926
90.00
$
173,356.60
$
321.01301
Asphalt Concrete Pavement (Superpave 3/4 in Mix, Low Traffic)
Ton
1,907
140.00
$
266,969.16
$
321.04005
Thickened Edge, MAG Det 201, Type B
LF
1,550
10.00
$
15,500.00
$
329.01000
Bituminous Tack Coat SS-1h, Diluted
Ton
1.44
1,200.00
$
1,733.57
$
340.01110
Vertical Curb & Gutter, Type A, H=6 in, MAG Det 220
LF
1,531
40.00
$
61,240.00
$
340.01130
Roll Curb & Gutter, Type C, MAG Det 220
LF
30
70.00
$
2,100.00
$
340.01600
Concrete Apron & Valley Gutter, MAG Det 240
SF
0
35.00
$
0
$
345.01100
Adjust Manhole Frame & Cover, MAG Det 422
Each
1
1,250.00
$
1,250.00
$
345.01200
Adjust Frame & Cover to Grade, MAG Det 391-1
Each
3
1,000.00
$
3,000.00
$
350.01400
Remove Catch Basin
Each
0
1,500.00
$
0
$
350.01800
Remove Concrete Curb and Gutter
LF
8
12.00
$
96.00
$
350.01801
Remove Valley Gutter
SF
0
10.00
$
0
$
350.04000
Remove and Salvage Traffic Sign Assembly
EA
1
500.00
$
500.00
$
350.07500
Removal of Pavement
SF
224
5.00
$
1,120.00
$
351.01700
Relocate 2” Air/Vacuum Release Valve Per COG Std G-3328
Each
0
5,000.00
$
0
$
401.01000
Maintenance of Traffic/Traffic Control
LS
10.28%
736,000.00
$
75,660.80
$
401.01100
Uniformed Off-Duty Law Enforcement Officer
Hours
10.28%
125.00
$
12.85
$
430.01201
Hydro Seeding - Native Seed Mix
AC
1.48
3,500.00
$
5,165.55
$
460.02000
Remove Thermoplastic Stripe
LF
117
3.00
$
351.00
$
462.01100
4 in White Thermoplastic Traffic Stripe
LF
2,765
1.00
$
2,765.00
$
462.01200
4 in Yellow Thermoplastic Traffic Stripe
LF
1,580
1.00
$
1,580.00
$
463.01200
Reflectorized Raised Pavement Marker (Type G, Clear, 1-Way)
Each
39
4.50
$
173.25
$
463.01520
Thermoplastic/Preformed Symbol Bike Lane Marking Set
Each
1
500.00
$
500.00
$
465.01006
Furnish and Install Roadside Sign Assembly (Base, Post, Sign Panel) (C.O.G. Std. Detail G-320
Each
8
1,300.00
$
10,400.00
$
505.10150
Catch Basin, MAG Det 535, Type F
Each
2
9,250.00
$
18,500.00
$
505.13627
Catch Basin COG Std G-3535, Type M-2, L=17 ft
Each
1
19,000.00
$
19,000.00
$
610.10210
Concrete Encasement of Waterline, 20 in Pipe, MAG Det 404
LF
0
250.00
$
0
$
610.27050
Relocate Fire Hydrant Bypass Assembly, COG Std G-3336
Each
0
15,000.00
$
0
$
618.00930
Concrete Pipe Collar for 30 in Pipe, MAG Det 505
Each
0
1,000.00
$
0
$
618.00936
Concrete Pipe Collar for 36 in Pipe, MAG Det 505
Each
0
1,500.00
$
0
$
618.20518
18 in RGRCP, Class V
LF
51
350.00
$
17,850.00
$
618.20524
24 in RGRCP, Class V
LF
68
400.00
$
27,200.00
$
618.20530
30 in RGRCP, Class V
LF
0
450.00
$
0
$
618.20536
36 in RGRCP, Class V
LF
0
700.00
$
0
$
625.01100
Storm Drain Manhole, MAG Det 520 & 522
Each
0
13,000.00
$
0
$
SUBTOTAL
$1,076,600.79
SUBTOTAL ESTIMATED CONSTRUCTION COST
$1,076,600.79
CONSTRUCTION ENGINEERING AND ADMINISTRATION
10.28%
$404,000.00
$41,531.20
CONSTRUCTION COST CONTINGENCIES - BIDDING WITHIN 6 MONTHS
10%
$107,660.08
$107,660.00
SUBTOTAL ADDITIONAL PROJECT CONSTRUCTION COSTS
$149,191.20
TOTAL CONSTRUCTION COSTS
$1,225,791.99
DESIGN ENGINEERING
10.28%
$946,767.00
$97,327.65
TOTAL DESIGN COSTS
$97,328.00
TOTAL ESTIMATED PROJECT COST
$1,323,119.99
ROADWAY
ADDITIONAL PROJECT CONSTRUCTION COSTS
DESIGN COST
Item No.
Description
Unit
Quantity
Unit Cost
Total
EXHIBIT 3
SPECIAL IMPROVEMENT PROJECT AREA
Parcel Owners:
Parcel 1: KR TIC 1 LLC/KR TIC 2 LLC
Parcel 2: KR TIC 1 LLC/KR TIC 2 LLC
Parcel 3: KR TIC 1 LLC/KR TIC 2 LLC
Parcel 4: KR TIC 1 LLC/KR TIC 2 LLC
Parcel 5: KR TIC 1 LLC/KR TIC 2 LLC
Parcel 6: KR TIC 1 LLC/KR TIC 2 LLC
Parcel 7: KR TIC 1 LLC/KR TIC 2 LLC
Parcel 8: KR TIC 1 LLC/KR TIC 2 LLC
Parcel 9: James L. King Jr. Family Trust
Parcel 10: KR TIC 1 LLC/KR TIC 2 LLC
Parcel 11: KR TIC 1 LLC/KR TIC 2 LLC
Parcel 12: KR TIC 1 LLC/KR TIC 2 LLC
Parcel 13: KR TIC 1 LLC/KR TIC 2 LLC
MAP
2
EXHIBIT 2
LEGAL DESCRIPTIONS AND CURRENT OWNERS OF BENEFITED PROPERTIES
3
OWNERS OF BENEFITED PROPERTIES
Parcel Owners:
Parcel 1: KR TIC 1 LLC/KR TIC 2 LLC
Parcel 2: KR TIC 1 LLC/KR TIC 2 LLC
Parcel 3: KR TIC 1 LLC/KR TIC 2 LLC
Parcel 4: KR TIC 1 LLC/KR TIC 2 LLC
Parcel 5: KR TIC 1 LLC/KR TIC 2 LLC
Parcel 6: KR TIC 1 LLC/KR TIC 2 LLC
Parcel 7: KR TIC 1 LLC/KR TIC 2 LLC
Parcel 8: KR TIC 1 LLC/KR TIC 2 LLC
Parcel 9: James L. King Jr. Family Trust
Parcel 10: KR TIC 1 LLC/KR TIC 2 LLC
Parcel 11: KR TIC 1 LLC/KR TIC 2 LLC
Parcel 12: KR TIC 1 LLC/KR TIC 2 LLC
Parcel 13: KR TIC 1 LLC/KR TIC 2 LLC
LEGAL DESCRIPTION OF PARCEL 1
COTTON LANE: AZMUN2214
EXHIBIT "A"- Cost Recovery
Ordinance Parcel
COTTON LANE: AZMUN2214
EXHIBIT "B"- Cost Recovery
Ordinance Parcel
COTTON LANE
Project:
Project: Cotton Lane
Project No: AZMUN2214
Date: 7/22/2025
Checked by: AM
AZTEC Engineering Group, Inc.
501 N 44th Street, Suite 300
Phoenix, AZ 85008
P: 602.454.0402 | F: 602.454.0403
www.aztec.us
COST RECOVERY ORDINANCE PARCEL
APN 400-03-005A
CLOSURE REPORT
North: 859991.9793' East: 544626.8395'
Segment #1: Line
Course: N0° 30' 11"W Length: 1330.56'
North: 861322.4880' East: 544615.1574'
Segment #2: Line
Course: S89° 04' 29"E Length: 909.28'
North: 861307.8045' East: 545524.3188'
Segment #3: Curve
Length: 531.11' Radius: 4100.00'
Delta: 7°25'19.2" Tangent: 265.93'
Chord: 530.74' Course: S0° 57' 35"E
Course In: S87° 14' 56"E
Course Out: S85° 19' 45"W
RP North: 861111.0148' East: 549619.5934'
End North: 860777.1390' East: 545533.2084'
Segment #4: Line
Course: S4° 40' 15"E Length: 141.79'
North: 860635.8199' East: 545544.7546'
Segment #5: Line
Course: S40° 19' 45"W Length: 28.28'
North: 860614.2609' East: 545526.4524'
Segment #6: Line
Course: S4° 40' 15"E Length: 80.00'
North: 860534.5266' East: 545532.9669'
Segment #7: Line
Course: S49° 40' 15"E Length: 28.28'
North: 860516.2244' East: 545554.5258'
Segment #8: Line
Course: S4° 40' 15"E Length: 238.21'
North: 860278.8055' East: 545573.9235'
Segment #9: Curve
Length: 180.23' Radius: 3900.00'
Delta: 2°38'52.0" Tangent: 90.13'
Chord: 180.21' Course: S3° 20' 49"E
Course In: S85° 19' 45"W
Course Out: N87° 58' 37"E
RP North: 859961.2240' East: 541686.8755'
End North: 860098.9029' East: 545584.4445'
Segment #10: Line
Course: S2° 01' 23"E Length: 112.68'
North: 859986.2931' East: 545588.4223'
Segment #11: Line
Course: N89° 39' 39"W Length: 961.60'
North: 859991.9854' East: 544626.8392'
Perimeter: 4542.01' Area: 1226447.53 Sq. Ft.
Error Closure: 0.0061 Course: N2° 57' 03"W
Error North: 0.00609 East: -0.00031
Precision 1: 744529.51
LEGAL DESCRIPTION OF PARCEL 2
COTTON LANE: AZMUN2214
EXHIBIT "A"- Cost Recovery
Ordinance Parcel
COTTON LANE: AZMUN2214
EXHIBIT "B"- Cost Recovery
Ordinance Parcel
COTTON LANE
Project:
Project: Cotton Lane
Project No: AZMUN2214
Date: 7/28/2025
Checked by: AM
AZTEC Engineering Group, Inc.
501 N 44th Street, Suite 300
Phoenix, AZ 85008
P: 602.454.0402 | F: 602.454.0403
www.aztec.us
COST RECOVERY ORDINANCE PARCEL
APN 400-03-007C
CLOSURE REPORT
North: 861322.4831' East: 544615.1598'
Segment #1: Line
Course: N0° 30' 11"W Length: 1330.56'
North: 862652.9918' East: 544603.4776'
Segment #2: Line
Course: S88° 30' 01"E Length: 1160.57'
North: 862622.6172' East: 545763.6501'
Segment #3: Line
Course: S13° 16' 27"W Length: 585.86'
North: 862052.4099' East: 545629.1302'
Segment #4: Curve
Length: 753.01' Radius: 4100.00'
Delta: 10°31'22.8" Tangent: 377.57'
Chord: 751.95' Course: S8° 00' 46"W
Course In: S76° 43' 33"E
Course Out: N87° 14' 56"W
RP North: 861111.0051' East: 549619.5885'
End North: 861307.8012' East: 545524.3129'
Segment #5: Line
Course: N89° 04' 29"W Length: 909.28'
North: 861322.4847' East: 544615.1515'
Perimeter: 4739.27'
Area: 1342210.77 Sq. Ft.
Error Closure: 0.0084
Course: N78° 56' 37"W
Error North: 0.00161 East: -0.00825
Precision 1: 564073.81
LEGAL DESCRIPTION OF PARCEL 3
COTTON LANE: AZMUN2214
EXHIBIT "A"- Cost Recovery
Ordinance Parcel
COTTON LANE: AZMUN2214
EXHIBIT "B"- Cost Recovery
Ordinance Parcel
Project:
Project: Cotton Lane
Project No: AZMUN2214
Date: 7/28/2025
Checked by: AM
1 of 1
AZTEC Engineering Group, Inc.
501 N 44th Street, Suite 300
Phoenix, AZ 85008
P: 602.454.0402 | F: 602.454.0403
www.aztec.us
COST RECOVERY ORDINANCE PARCEL
APN 400-03-001Q
CLOSURE REPORT
North: 862622.6137' East: 545763.6524'
Segment #1: Line
Course: N88° 30' 01"W Length: 1160.57'
North: 862652.9882' East: 544603.4800'
Segment #2: Line
Course: N0° 30' 11"W Length: 1319.05'
North: 863971.9874' East: 544591.8989'
Segment #3: Line
Course: S89° 00' 09"E Length: 1484.22'
North: 863946.1489' East: 546075.8940'
Segment #4: Line
Course: S13° 16' 27"W Length: 535.75'
North: 863424.7128' East: 545952.8799'
Segment #5: Line
Course: S58° 16' 27"W Length: 28.28'
North: 863409.8416' East: 545928.8257'
Segment #6: Line
Course: S13° 16' 27"W Length: 72.00'
North: 863339.7653' East: 545912.2937'
Segment #7: Line
Course: S31° 43' 33"E Length: 28.28'
North: 863315.7111' East: 545927.1649'
Segment #8: Line
Course: S13° 16' 27"W Length: 712.11'
North: 862622.6269' East: 545763.6566'
Perimeter: 5340.26' Area: 1749203.17 Sq. Ft.
Error Closure: 0.0139 Course: N17° 42' 50"E
Error North: 0.01320 East: 0.00422
Precision 1: 384191.37
LEGAL DESCRIPTION OF PARCEL 4
COTTON LANE: AZMUN2214
EXHIBIT "A"- Cost Recovery
Ordinance Parcel
COTTON LANE: AZMUN2214
EXHIBIT "B"- Cost Recovery
Ordinance Parcel
Project:
Project: Cotton Lane
Project No: AZMUN2214
Date: 7/25/2025
Checked by: AM
AZTEC Engineering Group, Inc.
501 N 44th Street, Suite 300
Phoenix, AZ 85008
P: 602.454.0402 | F: 602.454.0403
www.aztec.us
COST RECOVERY ORDINANCE PARCEL
APN 400-00-001T
CLOSURE REPORT
North: 863946.1432' East: 546075.8915'
Segment #1: Line
Course: N89° 00' 09"W Length: 152.59'
North: 863948.7996' East: 545923.3247'
Segment #2: Line
Course: N1° 21' 19"W Length: 1334.30'
North: 865282.7264' East: 545891.7660'
Segment #3: Line
Course: S89° 32' 56"E Length: 450.31'
North: 865279.1809' East: 546342.0620'
Segment #4: Curve
Length: 578.45' Radius: 3550.00'
Delta: 9°20'09.3" Tangent: 289.86'
Chord: 577.81' Course: S8° 36' 22"W
Course In: N86° 03' 42"W
Course Out: S76° 43' 33"E
RP North: 865523.0048'
East: 542800.4452'
End North: 864707.8768'
East: 546255.5981'
Segment #5: Line
Course: S13° 16' 27"W Length: 782.65'
North: 863946.1373' East: 546075.8931'
Perimeter: 3298.31' Area: 425260.60 Sq. Ft.
Error Closure: 0.0061 Course: S14° 39' 38"E
Error North: -0.00593 East: 0.00155
Precision 1: 540600.00
LEGAL DESCRIPTION OF PARCEL 5
COTTON LANE: AZMUN2214
EXHIBIT "A"- Cost Recovery
Ordinance Parcel
COTTON LANE: AZMUN2214
EXHIBIT "B"- Cost Recovery
Ordinance Parcel
Project:
Project: Cotton Lane
Project No: AZMUN2214
Date: 7/25/2025
Checked by: AM
AZTEC Engineering Group, Inc.
501 N 44th Street, Suite 300
Phoenix, AZ 85008
P: 602.454.0402 | F: 602.454.0403
www.aztec.us
COST RECOVERY ORDINANCE PARCEL
APN 500-85-004G
CLOSURE REPORT
North: 865279.1856' East: 546342.0615'
Segment #1: Line
Course: N89° 32' 56"W Length: 1205.59'
North: 865288.6776' East: 545136.5089'
Segment #2: Line
Course: N30° 34' 40"E Length: 1274.85'
North: 866386.2462' East: 545785.0347'
Segment #3: Line
Course: S77° 52' 44"E Length: 494.24'
North: 866282.4662' East: 546268.2560'
Segment #4: Curve
Length: 1009.39' Radius: 3550.00'
Delta: 16°17'28.5" Tangent: 508.12'
Chord: 1006.00' Course: S4° 12' 27"E
Course In: S77° 38' 49"W Course Out: S86° 03' 42"E
RP North: 865522.9969' East: 542800.4460'
End North: 865279.1775' East: 546342.0650'
Perimeter: 3984.07' Area: 927285.22 Sq. Ft.
Error Closure: 0.0088 Course: S23° 26' 44"E
Error North: -0.00809 East: 0.00351
Precision 1: 452350.00
LEGAL DESCRIPTION OF PARCEL 6
COTTON LANE: AZMUN2214
EXHIBIT "A"- Cost Recovery
Ordinance Parcel
COTTON LANE: AZMUN2214
EXHIBIT "A"- Cost Recovery
Ordinance Parcel
COTTON LANE: AZMUN2214
EXHIBIT "A"- Cost Recovery
Ordinance Parcel
COTTON LANE: AZMUN2214
EXHIBIT "A"- Cost Recovery
Ordinance Parcel
Project:
Project: Cotton Lane
Project No: AZMUN2214
Date: 7/28/2025
Checked by: AM
1 of 2
AZTEC Engineering Group, Inc.
501 N 44th Street, Suite 300
Phoenix, AZ 85008
P: 602.454.0402 | F: 602.454.0403
www.aztec.us
COST RECOVERY ORDINANCE PARCEL
APN 500-85-005F
CLOSURE REPORT
North: 865288.6764' East: 545136.5099'
Segment #1: Line
Course: N89° 32' 56"W Length: 399.62'
North: 865291.8227' East: 544736.9023'
Segment #2: Line
Course: N0° 18' 57"E Length: 330.00'
North: 865621.8177' East: 544738.7214'
Segment #3: Line
Course: N89° 33' 39"W Length: 330.00'
North: 865624.3471' East: 544408.7311'
Segment #4: Line
Course: S0° 18' 57"W Length: 329.98'
North: 865294.3721' East: 544406.9121'
Segment #5: Line
Course: N89° 34' 45"W Length: 80.48'
North: 865294.9633' East: 544326.4343'
Segment #6: Line
Course: N0° 18' 57"E Length: 2053.33'
North: 867348.2621' East: 544337.7529'
Segment #7: Line
Course: N59° 59' 56"E Length: 1312.64'
North: 868004.6041' East: 545474.5197'
Segment #8: Line
Course: S89° 44' 00"E Length: 114.88'
North: 868004.0694' East: 545589.3985'
Segment #9: Line
Course: S23° 38' 59"E Length: 1153.92'
North: 866947.0615' East: 546052.2867'
Segment #10: Curve
Length: 146.89' Radius: 3550.00'
Delta: 2°22'14.9" Tangent: 73.46'
Chord: 146.88' Course: S22° 27' 52"E
Course In: S66° 21' 01"W Course Out:
N68° 43' 16"E
RP North: 865522.9998' East:
542800.4336'
End North: 866811.3272' East:
546108.4110'
Segment #11: Line
Course: S23° 23' 06"W Length: 28.52'
North: 866785.1498' East: 546097.0912'
Segment #12: Line
Course: S20° 06' 04"E Length: 106.09'
North: 866685.5220' East: 546133.5520'
Segment #13: Line
Course: S65° 39' 11"E Length: 27.49'
North: 866674.1890' East: 546158.5972'
Segment #14: Curve
Length: 407.00' Radius: 3550.00'
Delta: 6°34'07.6" Tangent: 203.72'
Chord: 406.77' Course: S15° 38' 15"E
Course In: S71° 04' 42"W Course Out:
N77° 38' 49"E
RP North: 865523.0122' East:
542800.4293'
End North: 866282.4750' East:
546268.2421'
Segment #15: Line
Course: N77° 52' 44"W Length: 494.24'
North: 866386.2550' East: 545785.0207'
Project:
Project: Cotton Lane
Project No: AZMUN2214
Date: 7/28/2025
Checked by: AM
2 of 2
AZTEC Engineering Group, Inc.
501 N 44th Street, Suite 300
Phoenix, AZ 85008
P: 602.454.0402 | F: 602.454.0403
www.aztec.us
Segment #16: Line
Course: S30° 34' 40"W Length: 1274.85'
North: 865288.6864' East: 545136.4949'
Perimeter: 8589.94' Area: 3369504.08 Sq. Ft.
Error Closure: 0.0180 Course: N56° 25' 04"W
Error North: 0.00996 East: -0.01499
Precision 1: 477205.00
LEGAL DESCRIPTION OF PARCEL 7
COTTON LANE: AZMUN2214
EXHIBIT "A"- Cost Recovery
Ordinance Parcel
COTTON LANE: AZMUN2214
EXHIBIT "A"- Cost Recovery
Ordinance Parcel
COTTON LANE: AZMUN2214
EXHIBIT "B"- Cost Recovery
Ordinance Parcel
Project:
Project: Cotton Lane
Project No: AZMUN2214
Date: 7/25/2025
Checked by: AM.
AZTEC Engineering Group, Inc.
501 N 44th Street, Suite 300
Phoenix, AZ 85008
P: 602.454.0402 | F: 602.454.0403
www.aztec.us
COST RECOVERY ORDINANCE PARCEL
APN 400-03-005B
CLOSURE REPORT
North: 861300.8738' East: 545953.1299'
Segment #1: Line
Course: S0° 04' 20"W Length: 1316.74'
North: 859984.1349' East: 545951.4701'
Segment #2: Line
Course: N89° 39' 39"W Length: 162.88'
North: 859985.0990' East: 545788.5929'
Segment #3: Line
Course: N2° 01' 23"W Length: 120.93'
North: 860105.9537' East: 545784.3239'
Segment #4: Curve
Length: 189.47' Radius: 4100.00'
Delta: 2°38'52.0" Tangent: 94.75'
Chord: 189.45' Course: N3° 20' 49"W
Course In: S87° 58' 37"W
Course Out: N85° 19' 45"E
RP North: 859961.2169'
East: 541686.8794'
End North: 860295.0805'
East: 545773.2634'
Segment #5: Line
Course: N4° 40' 15"W Length: 248.20'
North: 860542.4562' East: 545753.0522'
Segment #6: Line
Course: N40° 07' 26"E Length: 28.38'
North: 860564.1571' East: 545771.3415'
Segment #7: Line
Course: N4° 40' 15"W Length: 72.01'
North: 860635.9279' East: 545765.4776'
Segment #8: Line
Course: N49° 53' 14"W Length: 28.18'
North: 860654.0842' East: 545743.9262'
Segment #9: Line
Course: N4° 40' 15"W Length: 139.80'
North: 860793.4199' East: 545732.5421'
Segment #10: Curve
Length: 511.58' Radius: 3900.00'
Delta: 7°30'56.4" Tangent: 256.16'
Chord: 511.21' Course: N0° 54' 47"W
Course In: N85° 19' 45"E
Course Out: N87° 09' 19"W
RP North: 861111.0014'
East: 549619.5901'
End North: 861304.5650'
East: 545724.3959'
Segment #11: Line
Course: S89° 04' 29"E Length: 228.76'
North: 861300.8709' East: 545953.1261'
Perimeter: 3046.93' Area: 267175.98 Sq. Ft.
Error Closure: 0.0048
Course: S51° 36' 21"W
Error North: -0.00297 East: -0.00375
Precision 1: 634695.83
LEGAL DESCRIPTION OF PARCEL 8
COTTON LANE: AZMUN2214
EXHIBIT "A"- Cost Recovery
Ordinance Parcel
COTTON LANE: AZMUN2214
EXHIBIT "B"- Cost Recovery
Ordinance Parcel
Project:
Project: Cotton Lane
Project No: AZMUN2214
Date: 7/25/2025
Checked by: AM.
AZTEC Engineering Group, Inc.
501 N 44th Street, Suite 300
Phoenix, AZ 85008
P: 602.454.0402 | F: 602.454.0403
www.aztec.us
COST RECOVERY ORDINANCE PARCEL
APN 400-03-007D
CLOSURE REPORT
North: 861300.8738' East: 545953.1299'
Segment #1: Line
Course: N89° 04' 29"W Length: 228.76'
North: 861304.5679' East: 545724.3997'
Segment #2: Curve
Length: 709.90' Radius: 3900.00'
Delta: 10°25'45.6" Tangent: 355.93'
Chord: 708.92' Course: N8° 03' 34"E
Course In: S87° 09' 19"E
Course Out: N76° 43' 33"W
RP North: 861111.0134'
East: 549619.5937'
End North: 862006.4860'
East: 545823.7906'
Segment #3: Line
Course: N13° 16' 29"E Length: 570.19'
North: 862561.4407' East: 545954.7178'
Segment #4: Line
Course: S0° 04' 20"W Length: 1260.57'
North: 861300.8717' East: 545953.1288'
Perimeter: 2769.43' Area: 170172.60 Sq. Ft.
Error Closure: 0.0023
Course: S25° 41' 40"W
Error North: -0.00210 East: -0.00101
Precision 1: 1203669.57
LEGAL DESCRIPTION OF PARCEL 9
COTTON LANE: AZMUN2214
EXHIBIT "A"- Cost Recovery
Ordinance Parcel
COTTON LANE: AZMUN2214
EXHIBIT "B"- Cost Recovery
Ordinance Parcel
Project:
Project: Cotton Lane
Project No: AZMUN2214
Date: 7/25/2025
Checked by: AM.
AZTEC Engineering Group, Inc.
501 N 44th Street, Suite 300
Phoenix, AZ 85008
P: 602.454.0402 | F: 602.454.0403
www.aztec.us
COST RECOVERY ORDINANCE PARCEL
APN 400-03-004A
CLOSURE REPORT
North: 862582.2326' East: 547306.0986'
Segment #1: Line
Course: S0° 39' 34"W Length: 1303.05'
North: 861279.2689' East: 547291.1015'
Segment #2: Line
Course: N89° 04' 29"W Length: 1338.14'
North: 861300.8778' East: 545953.1360'
Segment #3: Line
Course: N0° 04' 20"E Length: 1260.60'
North: 862561.4768' East: 545954.7250'
Segment #4: Line
Course: N13° 16' 27"E Length: 57.33'
North: 862617.2751' East: 545967.8886'
Segment #5: Line
Course: S88° 30' 01"E Length: 1338.68'
North: 862582.2390' East: 547306.1100'
Perimeter: 5297.80' Area: 1761148.78 Sq. Ft.
Error Closure: 0.0131
Course: N60° 46' 20"E
Error North: 0.00640 East: 0.01143
Precision 1: 404412.21
LEGAL DESCRIPTION OF PARCEL 10
COTTON LANE: AZMUN2214
EXHIBIT "A"- Cost Recovery
Ordinance Parcel
COTTON LANE: AZMUN2214
EXHIBIT "B"- Cost Recovery
Ordinance Parcel
Project:
Project: Cotton Lane
Project No: AZMUN2214
Date: 7/25/2025
Checked by: AM.
AZTEC Engineering Group, Inc.
501 N 44th Street, Suite 300
Phoenix, AZ 85008
P: 602.454.0402 | F: 602.454.0403
www.aztec.us
COST RECOVERY ORDINANCE PARCEL
APN 400-03-001R
CLOSURE REPORT
North: 862582.2326' East: 547306.0986'
Segment #1: Line
Course: N88° 30' 01"W Length: 1338.68'
North: 862617.2687' East: 545967.8772'
Segment #2: Line
Course: N13° 16' 27"E Length: 682.43'
North: 863281.4658' East: 546124.5706'
Segment #3: Line
Course: N58° 34' 10"E Length: 28.14'
North: 863296.1399' East: 546148.5816'
Segment #4: Line
Course: N13° 16' 27"E Length: 72.01'
North: 863366.2259' East: 546165.1159'
Segment #5: Line
Course: N31° 27' 03"W Length: 28.42'
North: 863390.4707' East: 546150.2873'
Segment #6: Line
Course: N13° 16' 27"E Length: 567.26'
North: 863942.5749' East: 546280.5364'
Segment #7: Line
Course: S89° 00' 09"E Length: 974.35'
North: 863925.6127' East: 547254.7388'
Segment #8: Line
Course: S2° 11' 21"E Length: 1344.36'
North: 862582.2339' East: 547306.0918'
Perimeter: 5035.66' Area: 1544342.80 Sq. Ft.
Error Closure: 0.0069
Course: N79° 31' 08"W
Error North:0.00126 East: -0.00681
Precision 1: 729804.35
LEGAL DESCRIPTION OF PARCEL 11
COTTON LANE: AZMUN2214
EXHIBIT "A"- Cost Recovery
Ordinance Parcel
COTTON LANE: AZMUN2214
EXHIBIT "B"- Cost Recovery
Ordinance Parcel
Project:
Project: Cotton Lane
Project No: AZMUN2214
Date: 7/25/2025
Checked by: AM.
AZTEC Engineering Group, Inc.
501 N 44th Street, Suite 300
Phoenix, AZ 85008
P: 602.454.0402 | F: 602.454.0403
www.aztec.us
COST RECOVERY ORDINANCE PARCEL
APN 400-03-001U
CLOSURE REPORT
North: 865274.9472' East: 547203.1613'
Segment #1: Line
Course: S2° 11' 21"E Length: 1350.32'
North: 863925.6127' East: 547254.7420'
Segment #2: Line
Course: N89° 00' 09"W Length: 974.35'
North: 863942.5750' East: 546280.5396'
Segment #3: Line
Course: N13° 16' 27"E Length: 1371.25'
North: 865277.1886' East: 546595.3936'
Segment #4: Line
Course: S89° 32' 56"E Length: 372.59'
North: 865274.2551' East: 546967.9721'
Segment #5: Line
Course: S89° 45' 22"E Length: 79.22'
North: 865273.9179' East: 547047.1913'
Segment #6: Line
Course: N89° 37' 23"E Length: 155.97'
North: 865274.9440' East: 547203.1580'
Perimeter: 4303.70' Area: 1062203.01 Sq. Ft.
Error Closure: 0.0046
LEGAL DESCRIPTION OF PARCEL 12
COTTON LANE: AZMUN2214
EXHIBIT "A"- Cost Recovery
Ordinance Parcel
COTTON LANE: AZMUN2214
EXHIBIT "A"- Cost Recovery
Ordinance Parcel
COTTON LANE: AZMUN2214
EXHIBIT "B"- Cost Recovery
Ordinance Parcel
Project:
Project: Cotton Lane
Project No: AZMUN2215
Date: 7/28/2025
Checked by: AM
AZTEC Engineering Group, Inc.
501 N 44th Street, Suite 300
Phoenix, AZ 85008
P: 602.454.0402 | F: 602.454.0403
www.aztec.us
COST RECOVERY ORDINANCE PARCEL
APN 500-85-004H
CLOSURE REPORT
North: 865274.9472' East: 547203.1613'
Segment #1: Line
Course: S89° 37' 23"W Length: 155.97'
North: 865273.9211' East: 547047.1946'
Segment #2: Line
Course: N89° 45' 22"W Length: 79.22'
North: 865274.2583' East: 546967.9754'
Segment #3: Line
Course: N89° 32' 56"W Length: 372.59'
North: 865277.1918' East: 546595.3969'
Segment #4: Line
Course: N13° 16' 27"E Length: 259.29'
North: 865529.5542' East: 546654.9327'
Segment #5: Curve
Length: 696.00' Radius: 1080.00'
Delta: 36°55'26.0" Tangent: 360.57'
Chord: 684.02' Course: N5° 11' 16"W
Course In: N76° 43' 33"W
Course Out: N66° 21' 01"E
RP North: 865777.5340'
East: 545603.7876'
End North: 866210.7723'
East: 546593.0835'
Segment #6: Line
Course: N23° 38' 59"W Length: 262.74'
North: 866451.4460' East: 546487.6869'
Segment #7: Line
Course: N52° 24' 06"E Length: 2398.86'
North: 867915.0436' East: 548388.3214'
Segment #8: Line
Course: S88° 22' 44"E Length: 1289.99'
North: 867878.5498' East: 549677.7951'
Segment #9: Line
Course: S0° 06' 06"W Length: 2587.51'
North: 865291.0439' East: 549673.2038'
Segment #10: Line
Course: S89° 37' 36"W Length: 2470.09'
North: 865274.9492' East: 547203.1662'
Perimeter: 10572.25'
Area: 6815761.58 Sq. Ft.
Error Closure: 0.0054
Course: N68° 18' 52"E
Error North: 0.00198 East: 0.00499
Precision 1: 1955607.41
LEGAL DESCRIPTION OF PARCEL 13
COTTON LANE: AZMUN2214
EXHIBIT "A"- Cost Recovery
Ordinance Parcel
COTTON LANE: AZMUN2214
EXHIBIT "A"- Cost Recovery
Ordinance Parcel
COTTON LANE: AZMUN2214
EXHIBIT "B"- Cost Recovery
Ordinance Parcel
Project:
Project: Cotton Lane
Project No: AZMUN2215
Date: 7/28/2025
Checked by: AM.
AZTEC Engineering Group, Inc.
501 N 44th Street, Suite 300
Phoenix, AZ 85008
P: 602.454.0402 | F: 602.454.0403
www.aztec.us
COST RECOVERY ORDINANCE PARCEL
APN 500-85-005G
CLOSURE REPORT
North: 867878.5442' East: 549677.7898'
Segment #1: Line
Course: N88° 22' 44"W Length: 1289.99'
North: 867915.0380' East: 548388.3161'
Segment #2: Line
Course: S52° 24' 06"W Length: 2398.86'
North: 866451.4405' East: 546487.6816'
Segment #3: Line
Course: N23° 38' 59"W Length: 341.39'
North: 866764.1588' East: 546350.7350'
Segment #4: Line
Course: N22° 14' 47"E Length: 27.85'
North: 866789.9358' East: 546361.2787'
Segment #5: Line
Course: N23° 38' 59"W Length: 104.05'
North: 866885.2471' East: 546319.5397'
Segment #6: Line
Course: N67° 45' 13"W Length: 28.72'
North: 866896.1202' East: 546292.9575'
Segment #7: Line
Course: N23° 38' 59"W Length: 1208.43'
North: 868003.0602' East: 545808.2029'
Segment #8: Line
Course: S89° 44' 00"E Length: 3869.82'
North: 867985.0493' East: 549677.9810'
Segment #9: Line
Course: S0° 06' 06"W Length: 106.50'
North: 867878.5495' East: 549677.7920'
Perimeter: 9375.60' Area: 2185015.08 Sq. Ft.
Error Closure: 0.0057 Course: N23° 02' 15"E
Error North: 0.00522 East: 0.00222
Precision 1: 1644843.86
EXHIBIT 4
Total Estimated Project Cost Allocated to Each Benefited Property
Parcel 1: $537,625.48
Parcel 2: $578,102.88
Parcel 3: $559,417.81
Parcel 4: $594,286.98
Parcel 5: $402,037.19
Parcel 6: $896,149.94
Parcel 7: $993,455.38
Parcel 8: $856,220.92
Parcel 9: $37,316.69
Parcel 10: $914,170.76
Parcel 11: $991,387.48
Parcel 12: $856,060.66
Parcel 13: $1,323,119.99
Summary of
Parcel
Total Project
Cost
Frontage
Length (LF)
Cost per Linear
Foot of Frontage
Length
Parcel 1
$537,625.48
1340.581
$401.04
Parcel 2
$578,102.88
1338.866
$431.79
Parcel 3
$559,417.81
1376.43
$406.43
Parcel 4
$594,286.98
1361.439
$436.51
Parcel 5
$402,037.19
1009.052
$398.43
Parcel 6
$896,149.94
1869.92
$479.25
Parcel 7
$993,455.38
1338.176
$742.40
Parcel 8
$856,220.92
1280.093
$668.87
Parcel 9
$37,316.69
57.354
$650.64
Parcel 10
$914,170.76
1361.694
$671.35
Parcel 11
$991,387.48
1371.65
$722.77
Parcel 12
$856,060.66
1271.635
$673.20
Parcel 13
$1,323,119.99
1710.428
$773.56
Total
$9,539,352.17