240064-CHANGE ORDER 24, 25, 26 AND 27.PDF
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MARICOPA COUNTY OFFICE OF PROCUREMENT SERVICES
ARTICLE 5 CONTRACT LOAD REQUEST
Please provide the following information with your request to have the Price Agreement loaded or modified in the Advantage
system. Omissions or incorrect information will result in the delay of the ability to use this contract for procurements or payments.
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Department Authorized Signature:
24, 25, 26 & 27
MA5
D300
240064
Vulture Mountain Recreation Area Amenities
10/23/2024
12/31/2026
$27,876,239.18
$ 870,997.88
$28,747,237.06
445
D470
4733
VMTN
9150
MDEV
Print Form
Reset Form
24
Date:
6/16/2026
37,663.37
$
N/A
Contract No:
200464-DBB / 2524-06-5
Contractor Name:
Project Title:
Initial Amount:
1/13/2025
$979,239.18
3.78%
Contractor Name:
Contractor Address:
Date
Date
I certify that funds are available to accomplish this Change Order
Date
Date
Date
Date
CONSTRUCTION CHANGE ORDER - OFFICE OF PROCUREMENT SERVICES
Parks and Recreation
Change Order Number:
Amount:
File No:
240064-DBB
Work Order/PCN No:
TSG Constructors, LLC
The Contractor, by mutual agreement of the parties, shall make the herein described changes to the plans and specifications or do the following described work not
included in the plans and specifications on the above-identified contract. All other contract terms and conditions remain unchanged.
This change order is to create Item 002.00158-24 which will compensate the contractor for cost of all materials and labor associated with installing stairways as shown
on the approved permit drawings. During the plans review for Phase III permit, it was noticed that there were two camp site restrooms that required stairways but were
not associated with any bid items or description of work/method of payment.
By reason of this proposed change, 0 days extension of time will be allowed.
Vulture Mountain Recreation Area Amenities
$26,897,000.00
Notice to Proceed Date:
Total Previous Change Orders:
With this Change Order, the total amount of this contract has increased:
Current Change Order Request
37,663.37
$
The contract completion date is: 08/24/2026
The following financial information is submitted:
Initial Contract Amount
26,897,000.00
$
Amended Contract Amount w/ previous change orders
27,876,239.18
$
The substantial completion date is: 07/24/2026
TSG Constructors, LLC
Principal (Signature)
Amended Contract Amount w/ current change order
27,913,902.55
$
AUTHORIZATION LIMIT:
1,000,000.00
$
Total Requested Change Orders
1,016,902.55
$
Change Order Authorization Remaining
(16,902.55)
$
We, the undersigned Contractor, having given careful consideration to the change(s) proposed, hereby agree that upon execution of this change order that we will
provide all equipment, furnish all material (except as noted in the bid line item sheet), perform all work specified in the bid line item sheet; and we will accept as full
payment therefore, the prices shown in the bid line item sheet.
2340 W. Parkside Lane H-105
Printed Name
Gerald Rabenstine
Phoenix, AZ 85027
Title:
Senior Project Manager
Date:
COUNTY ENTITY APPROVAL
Project Manager - Adam Brahm (MCDOT)
Project Manager - Jeffrey Gruver (Parks)
I certify that this change is required to accomplish the overall task for which this contract is initiated.
Copy to: Office of Procurement Services, Contract File, Contractor, Controller, Division Manager, Project Manager
Chief Procurement Officer/Article 5 Procurement Supervisor - Kevin
Tyne
County Entity Director/Manager - Jennifer Waller
Division Concurrence
Deputy Director - David Jordan
Controller - Kara Gonzalez
I certify that this change is within the limits authorized by the Maricopa County Procurement Code
General Manager Approval
Revised: 6/17/2026
Docusign Envelope ID: A8066736-A4C3-8A97-808C-01B9B63E2BB5
6/30/2026
6/30/2026
6/30/2026
7/1/2026
7/7/2026
7/7/2026
N/A
Vulture Mountain Recreation Area Amenities
240064-DBB
Change Order #24
Phase 3 Permit Changes
Change Order Request Amount: $37,663.37
Total Request of All Change Orders: $1,016,902.55
Recommended By:
Accepted and Approved:
___________________________________
___________________________________
Department Head
Date
Chair, Board of Supervisors
Date
Attest:
___________________________________
Clerk of the Board
Date
Sheet 1 of 1
Provide description of work to be done, estimate of quantities, and prices to be paid, segregate between additional work at contract price,
agreed price and actual cost. Unless otherwise stated, rates for rental of equipment on actual cost work cover only such time as
equipment is actually used and no allowance will be made for idle times.
Bid Item No.
Unit
Estimated
Quantity
As-Built
Quantity
Difference
(+/-)
Unit Price
Difference
(+/-)
002.00158-24
EA
0
1
1
$37,663.37
$37,663.37
Total this Sheet
37,663.37
$
Phase III Permit Changes
Parks and Recreation
240064-DBB
Bid Line Items Sheet
CONSTRUCTION CHANGE ORDER NO. 24
Description
Revised: 6/17/2026
Docusign Envelope ID: A8066736-A4C3-8A97-808C-01B9B63E2BB5
46.99' Lt
Sta 110+80.16
91.51' Lt
Sta 110+41.79
52.83' Lt
Sta 110+36.55
45.50' Lt
El 2651.74
Sta 110+47.25
El 2651.50
45.50' Lt
Sta 110+44.91
El 2652.30
49.32' Lt
Sta 110+16.36
El 2652.59
59.72' Lt
Sta 110+17.85
El 2654.72
59.59' Lt
Sta 110+34.79
El 2654.72
62.71' Lt
Sta 110+35.12
Sta 110+27.65
85.74' Lt
El 2653.76
El 2653.76
85.06' Lt
Sta 110+32.74
Elev.=2654.76
5'x10' Concrete Landing
Sta 110+41.37
58.74' Lt
El 2654.72
PARK ROAD 'A'
CS #37
Grading Plan
Rest Room #4
Sta 110+33.18
47.07' Lt
El 2652.07
Sta 110+84.39
85.80' Lt
Elev.=2654.39
Graded Restroom Pad
Sta 110+47.25
42.00' Lt
El 2651.50
CONSTRUCTION
2
10
Concrete Sidewalk, MAG Det 230
STD. DET. P-1354
2" Backflow Preventer per City of Phoenix
0.08 Acres
15 LF
1 EA
577 SF
32
83
STD. SPEC. NO. 610
2" AWWA PVC C900 Lateral per MAG.
Inv El 2650.63
Off 48.52' Lt
Sta 110+61.20
Exst Sewer
Connect to
Place Hydro Seed Native Mix
1 EA
85
Sewer Building Connection per Mag Det 440-2
109+00
110+00
111+00
PT110+06.26
2655
2655
2655
2655
2655
2655
2650
2650
2650
SCALE:Hor: 1"=20'
SCALE IN FEET
20
20
40
0
RESTROOM #4
GRADING PLAN
C3-04
5'
10
2
32
83
Sheet CP3-09
Enclosure See
Backflow Preventer
85
W
W
Days
TRACS NO.
B. MARTIN
M. TRUITT
REGION
F.H.W.A. STATE
PROJECT NO.
NO.
SHEET
SHEETS
TOTAL
RECORD DRAWING
9
AZ
S. WILLIAMS
1:16:59 PM
5/2/2024
S:\Projects\2017\17-013\17-013.07\Civil\CAD\Sheets\Phase_III\TT491_SC_VMPh3RestRoom+03.dgn
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Before You Dig
BLUE STAKE, INC.
01/27/20
01/27/20
TT0491
01/27/20
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48287
MATTHEW A.
TRUITT
Expires 9/30/2020
0
8
/
17
/
2
0
MARICOPA COUNTY
CHECKED
DATE
BY
DESIGNED
DATE
SHEET
DRAWN
NO.
REVISION
BY
1
2
3
PARKS AND RECREATION DEPARTMENT
PROJECT NO. TT491
VULTURE MINE REC AREA - PHASE III
Bid set Plans Sheet
Docusign Envelope ID: A8066736-A4C3-8A97-808C-01B9B63E2BB5
46.99' Lt
Sta 110+80.16
91.51' Lt
Sta 110+41.79
52.83' Lt
Sta 110+36.55
45.50' Lt
El 2651.74
Sta 110+47.25
El 2651.50
45.50' Lt
Sta 110+44.91
El 2652.30
48.98' Lt
Sta 110+13.87
El 2652.59
59.72' Lt
Sta 110+17.85
El 2654.57
59.59' Lt
Sta 110+34.79
El 2654.57
62.71' Lt
Sta 110+35.12
Sta 110+27.65
85.74' Lt
El 2653.76
El 2653.76
85.06' Lt
Sta 110+32.74
Elev.=2654.76
5'x10' Concrete Landing
Sta 110+41.37
58.74' Lt
El 2654.57
PARK ROAD 'A'
CS #37
Grading Plan
Rest Room #4
Sta 110+33.18
47.07' Lt
El 2652.07
Sta 110+84.39
85.80' Lt
Elev.=2654.24
Graded Restroom Pad
Sta 110+47.25
42.00' Lt
El 2651.50
CONSTRUCTION
2
10
Concrete Sidewalk, MAG Det 230
STD. DET. P-1354
2" Backflow Preventer per City of Phoenix
0.08 Acres
15 LF
1 EA
577 SF
32
83
STD. SPEC. NO. 610
2" AWWA PVC C900 Lateral per MAG.
Inv El 2650.63
Off 48.52' Lt
Sta 110+61.20
Exst Sewer
Connect to
Place Hydro Seed Native Mix
1 EA
85
Sewer Building Connection per Mag Det 440-2
El 2652.30
51.68' Lt
Sta 110+16.72
and running slopes less than 5%.
All ADA accessible routes have flat cross slopes
Note:
CIP CONCRETE WALL
WITH #4 VERTICALS AT
16" O.C. EACH WAY
1" CHAMFER, TYP.
FINISHED GRADE
ADJACENT
CONCRETE STAIRS
FOOTING
ADJACENT
CONCRETE STEPS
FOOTING
CONCRETE STAIRS
BEYOND
RAILING BEYOND
1'-4"
SCALE: N.T.S
MOUNTING DETAIL
HANDRAIL
+0
+0.5
+1.0
+1.5
+2.5
+2.0
2" x 2" x 3/16" TUBE STEEL
RAILING, POWDER COATED,
COLOR: GRAPHITE BLACK
ADJACENT MATERIAL PER
PLAN
#4 @ 12" O.C. BEND DOWN
EACH END
(2) #4 REBAR CONT. AT TOP
AND BOTTOM OF
STAIR FOOTING
CAST-IN-PLACE
CONCRETE STAIRS
EXPANSION
JOINT
CAST-IN-PLACE
CHEEK WALL
BEYOND
#4 NOSE REBAR CONT. TYP
AT EACH STEP
COMPACTED AGGREGATE
SUB-BASE
3 5/8" x 6" BASE FLANGE EMBED
DEPTH PER FABRICATOR
RECOMMENDATION
8"
2'-0"
2'-10"
2'-10"
2'-6"
6"
1'-0"
4'-6"
1'-0"
1'-3"
2'-0"
10"
2'-6"
1'-4"
SCALE: N.T.S
MOUNTING DETAIL
HANDRAIL
+0
+0.5
+1.0
+1.5
+2.5
+2.0
2" x 2" x 3/16" TUBE STEEL
RAILING, POWDER COATED,
COLOR: GRAPHITE BLACK
ADJACENT MATERIAL PER
PLAN
#4 @ 12" O.C. BEND DOWN
EACH END
(2) #4 REBAR CONT. AT TOP
AND BOTTOM OF
STAIR FOOTING
CAST-IN-PLACE
CONCRETE STAIRS
EXPANSION
JOINT
#4 NOSE REBAR CONT. TYP
AT EACH STEP
COMPACTED AGGREGATE
SUB-BASE
3 5/8" x 6" BASE FLANGE EMBED
DEPTH PER FABRICATOR
RECOMMENDATION
2'-10"
2'-10"
6"
1'-0"
1'-0"
1'-3"
2'-0"
GENERAL NOTES:
1.
SEE MANUFACTURER'S RECOMMENDATIONS FOR RALING INSTALLATION.
2.
VERIFY RAILING DIMENSIONS WITH MANUFACTURER'S SPECIFICATIONS.
3.
FABRICATOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL.
Staircase Detail and Grade Updates
10/08/24
Around Building
**5' Wide ADA Accessible Sidewalk
with Longitudinal Slope Less Than 5%
*ADA Path: 5' Wide Concrete Sidewalk
STAIRCASE & HANDRAIL DETAIL
109+00
110+00
111+00
PT110+06.26
2655
2655
2655
2655
2655
2655
2650
2650
2650
SCALE:Hor: 1"=20'
SCALE IN FEET
20
20
40
0
RESTROOM #4
GRADING PLAN
C3-04
5'
10
2
32
83
Sheet CP3-09
Enclosure See
Backflow Preventer
85
1
1.4%
Slope
Slope=4.8%
Slope=4.3%
Slope=4.2%
Slope=2.0%
1
1
1
1
1
1
1
1
W
W
Days
TRACS NO.
B. MARTIN
M. TRUITT
REGION
F.H.W.A. STATE
PROJECT NO.
NO.
SHEET
SHEETS
TOTAL
RECORD DRAWING
9
AZ
S. WILLIAMS
1:03:41 PM
11/7/2024
S:\Projects\2017\17-013\17-013.07\Civil\CAD\Sheets\Phase_III\TT491_SC_VMPh3RestRoom+03.dgn
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Contact Arizona 811 Two Working
Before You Dig
BLUE STAKE, INC.
01/27/20
01/27/20
TT0491
01/27/20
C
E
R
I
F
I
C
A
T
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N
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S
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.
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48287
MATTHEW A.
TRUITT
Expires 9/30/2020
0
8
/
17
/
2
0
MARICOPA COUNTY
CHECKED
DATE
BY
DESIGNED
DATE
SHEET
DRAWN
NO.
REVISION
BY
1
2
3
PARKS AND RECREATION DEPARTMENT
PROJECT NO. TT491
VULTURE MINE REC AREA - PHASE III
Permit Plan Sheet
Docusign Envelope ID: A8066736-A4C3-8A97-808C-01B9B63E2BB5
Maricopa County Department of Transportation
ATTACHMENT “A” (Change Order Scope)
Project Name: Vulture Mountain Recreation Area, Phases II & III
Contract #: 240064-DBB
Change Order #: 24
Project #: TR225
Reason:
This Change Order is to:
Create the following item:
Item 002.00158-24 Permit III Plan Changes, Quantity 1 EA, Unit price is
$37,663.37.
Description:
During the plans review for the Phase III permit, it was noticed that there were two
camp site restrooms that required stairways but were not associated with any bid items
or description of work/method of payment.
This change order will compensate the contractor for the cost of all materials and labor
associated with installing the stairways as shown on the approved permit drawings.
Bid Items:
Item No.
Description
Unit Quantity
Unit Price
Amount
002.00158-24
Phase III Permit Changes
EA
1
$37,663.37
$37,663.37
Cost:
$37,663.37
Time:
0 Calendar Days
Specifications:
Subcategories:
☐Utility Conflict
☐Right-Of-Way Conflict
☐Quantity Adjustment
☐Work out of Scope (MCDOT)
☐Work out of Scope (Other Jurisdiction)
☒Plans Revisions
☐Change Physical Condition
☐Environmental
☐Value Engineering
☐Other:
Contacts:
Approval Date:
Jeffrey Gruver
Park Project Manager
MCPRD
06/16/2026
Adam Brahm, PE
Construction Engineer
MCDOT
06/15/2026
Docusign Envelope ID: A8066736-A4C3-8A97-808C-01B9B63E2BB5
25
Date:
6/16/2026
440,773.08
$
N/A
Contract No:
200464-DBB / 2524-06-5
Contractor Name:
Project Title:
Initial Amount:
1/13/2025
$1,016,902.55
5.42%
Contractor Name:
Contractor Address:
Date
Date
I certify that funds are available to accomplish this Change Order
Date
Date
Date
Date
COUNTY ENTITY APPROVAL
Project Manager - Adam Brahm (MCDOT)
Project Manager - Jeffrey Gruver (Parks)
I certify that this change is required to accomplish the overall task for which this contract is initiated.
Copy to: Office of Procurement Services, Contract File, Contractor, Controller, Division Manager, Project Manager
Chief Procurement Officer/Article 5 Procurement Supervisor - Kevin
Tyne
County Entity Director/Manager - Jennifer Waller
Division Concurrence
Deputy Director - David Jordan
Controller - Kara Gonzalez
I certify that this change is within the limits authorized by the Maricopa County Procurement Code
General Manager Approval
2340 W. Parkside Lane H-105
Printed Name
Gerald Rabenstine
Phoenix, AZ 85027
Title:
Senior Project Manager
Date:
TSG Constructors, LLC
Principal (Signature)
Amended Contract Amount w/ current change order
28,354,675.63
$
AUTHORIZATION LIMIT:
1,000,000.00
$
Total Requested Change Orders
1,457,675.63
$
Change Order Authorization Remaining
(457,675.63)
$
We, the undersigned Contractor, having given careful consideration to the change(s) proposed, hereby agree that upon execution of this change order that we will
provide all equipment, furnish all material (except as noted in the bid line item sheet), perform all work specified in the bid line item sheet; and we will accept as full
payment therefore, the prices shown in the bid line item sheet.
Notice to Proceed Date:
Total Previous Change Orders:
With this Change Order, the total amount of this contract has increased:
Current Change Order Request
440,773.08
$
The contract completion date is: 12/31/2026
The following financial information is submitted:
Initial Contract Amount
26,897,000.00
$
Amended Contract Amount w/ previous change orders
27,913,902.55
$
The substantial completion date is: 12/01/2026
CONSTRUCTION CHANGE ORDER - OFFICE OF PROCUREMENT SERVICES
Parks and Recreation
Change Order Number:
Amount:
File No:
240064-DBB
Work Order/PCN No:
TSG Constructors, LLC
The Contractor, by mutual agreement of the parties, shall make the herein described changes to the plans and specifications or do the following described work not
included in the plans and specifications on the above-identified contract. All other contract terms and conditions remain unchanged.
This Change Order will extend Contract Time by 130 Calendar Days in addition to increasing the project’s General Conditions budget by $440,773.08. The additional
Contract Time and Budget are warranted because of project delivery delays encountered in the establishment of well water, electrical power, and telecommunication
utilities.
By reason of this proposed change, 130 days extension of time will be allowed.
Vulture Mountain Recreation Area Amenities
$26,897,000.00
Revised: 6/16/2026
Docusign Envelope ID: B8C62597-9B9B-8619-82FE-59CCAE5A3150
6/18/2026
6/18/2026
6/18/2026
6/24/2026
6/24/2026
6/25/2026
N/A
Vulture Mountain Recreation Area Amenities
240064-DBB
Change Order #25
Extend Project General Conditions
Change Order Request Amount: $440,773.08
Total Request of All Change Orders: $1,457,675.63
Extend Contract Time by 130 Calendar Days
Recommended By:
Accepted and Approved:
___________________________________
___________________________________
Department Head
Date
Chair, Board of Supervisors
Date
Attest:
___________________________________
Clerk of the Board
Date
Sheet 1 of 1
Provide description of work to be done, estimate of quantities, and prices to be paid, segregate between additional work at contract price,
agreed price and actual cost. Unless otherwise stated, rates for rental of equipment on actual cost work cover only such time as
equipment is actually used and no allowance will be made for idle times.
Bid Item No.
Unit
Estimated
Quantity
As-Built
Quantity
Difference
(+/-)
Unit Price
Difference
(+/-)
002.00991-25
LS
0
1
1
$440,773.08
$440,773.08
Total this Sheet
440,773.08
$
Parks and Recreation
240064-DBB
Bid Line Items Sheet
CONSTRUCTION CHANGE ORDER NO. 25
Description
Extended General Conditions
Revised: 6/16/2026
Docusign Envelope ID: B8C62597-9B9B-8619-82FE-59CCAE5A3150
Revised 2-26
Maricopa County Department of Transportation
ATTACHMENT “A” (Change Order Scope)
Project Name: Vulture Mountain Recreation Area, Phases II & III
Contract #: 240064-DBB
Change Order #: 25
Project #: TR225
Reason:
This Change Order Will:
1) Extend Contract Time By 130 Calendar Days
2) Create Item 002.00991-25: Extended General Conditions
Description:
Change Order No. 25 will extend the project’s General Conditions to cover the additional
contract time required as shown within the Contractor’s April 23rd, 2026, construction schedule
update. The Contractor’s baseline construction schedule originally showed a substantial
completion date of July 24, 2026. The current anticipated project substantial completion date is
December 1, 2026, resulting in a net difference of 130 calendar days.
Moreover, this Change Order will increase the project’s General Conditions budget due to the
time extension. The expansion of the General Condition budget authorized via this Change
Order will exclude the cost & schedule impacts that may result from the following unresolved
project events:
•
Additional electrical underground work resulting from the increased quantity of Project
Service Entrance Sections (SES) to be installed as recorded via Change Order No. 19.
•
The procurement and installation of a free chlorination boosting system (FCBS) at the
Water Storage Tank.
•
The procurement and installation of a 3-phase fire booster pump for the Well Site.
•
Any additional work derived from the establishment of interim and/or permanent
electrical and telecommunication utility services.
•
Any work that requires the Design Team and/or their Engineers to complete for TSG to
price and receive approval to release for procurement.
The construction schedule and financial considerations for these above-mentioned events could
not be determined as of the date of this Change Order. The Contractor will assess the project
delivery impacts (time & cost) for each event, at a later date, and reserves the right to seek
further compensation from the Project Owner should additional recompense be merited.
The General Conditions Budget established for the project’s original contract duration of 580
calendar days is $1,597,320.00. This Change Order will expand the General Conditions Budget at
the same daily accrual rate incurred during the original contract period.
Docusign Envelope ID: B8C62597-9B9B-8619-82FE-59CCAE5A3150
Revised 2-26
Therefore, the quotient of $1,597,320.00 divided by 580 calendar days is $2,754.00 per calendar
day.
Subsequently, the product of extending contract time by 130 calendar days multiplied by
$2,754.00 per calendar day is $358,020.00. After accounting for the authorized project
adjustments for taxes, bonding, insurance, and contractor mark-up, the total Extended General
Conditions tabulates to $440,773.08.
Authorized Exclusions from the Extended General Conditions
Project Lump Sum Bid Items
These Extended General Conditions do not cover additional direct costs specifically enumerated
within the following project bid item list:
Item Number(s)
Item Description
002.00113
003.00044
Partnering
002.00114
003.00045
AZPDES
002.00115
003.00046
Environmental Mitigation Compliance
002.00116
Mobilization/Demobilization
002.00117
003.00047
Type I Engineer’s Field Office
002.00118
003.00048
Storm Water Pollution Prevention Plan
002.00119
003.00049
Construction Staking & As-Builts
002.00120
003.00050
Quality Control & Material Testing
002.00121
003.00051
Construction Water
002.00122
003.00052
Dust Control
002.00123
003.00053
Traffic Control
Additional costs associated with the above-listed items will be addressed on a case-by-case basis
in the event monies expended by the Contractor to satisfy the project’s General Conditions
exceed those monies received from the Project Owner via these Lump Sum bid item(s).
Additional Fees to Extend Building Permits
Docusign Envelope ID: B8C62597-9B9B-8619-82FE-59CCAE5A3150
Revised 2-26
The building permits acquired through the Arizona Department of Housing to furnish and install
ten (10) project structures are set to expire in September 2026. The Contractor is actively
engaged in permit renewal to avoid the disruption of construction progress. The costs to extend
all applicable permit(s) are excluded from this Extended General Conditions change order and
will be reimbursed within a future contract revision.
Renewal of Permit Builder’s Risk Insurance Policy
The term for Builder’s Risk Insurance acquired for the original contract duration of Vulture
Mountain Recreational Area project is set to expire in July 2026. The Contractor is currently
pursuing policy renewal, and the new insurance premium rates are not known at the time of this
contract revision.
Therefore, the Contractor and Project Owner have agreed to exclude these costs from Change
Order No. 25 in favor of creating a forthcoming contract revision to compensate for the renewal
of the project’s Builder’s Risk Insurance Policy.
Bid Items:
Item No.
Description
Unit
QTY
Unit Price
Amount
002.00991-25
Extended General Conditions
LS
1
$440,773.08
$440,773.08
Total:
$440,773.08
Cost: $440,773.08
Time Extension: One Hundred and thirty (130) Calendar Days
Specification: The 550 days referenced within Article IV – Substantial Completion of
Contract Number will hereby be revised to 680 days following the execution of this
Change Order.
Subcategories: Non-Preventable
☐Utility Conflict
☐Right-of-Way Conflict ☐ Quantity Adjustment
☐Work out of Scope (MCDOT) ☐ Work out of Scope (Other Jurisdiction)
☐Plan Revisions ☐ Changed Physical Condition ☐ Environmental
☐Value Engineering ☒ Other:
Contacts:
Adam Brahm, PE MCDOT Project Manager
6/15/2026
Concurred
Jeff Gruver
MCPRD Project Manager
6/16/2026
Concurred
Docusign Envelope ID: B8C62597-9B9B-8619-82FE-59CCAE5A3150
To Accompany Change Order No. 25
680
Docusign Envelope ID: B8C62597-9B9B-8619-82FE-59CCAE5A3150
Docusign Envelope ID: B8C62597-9B9B-8619-82FE-59CCAE5A3150
26
Date:
6/29/2026
125,616.83
$
N/A
Contract No:
200464-DBB / 2524-06-5
Contractor Name:
Project Title:
Initial Amount:
1/13/2025
$1,457,675.63
5.89%
Contractor Name:
Contractor Address:
Date
Date
I certify that funds are available to accomplish this Change Order
Date
Date
Date
Date
COUNTY ENTITY APPROVAL
Project Manager - Adam Brahm (MCDOT)
P.P John Choi for Project Manager - Jeffrey Gruver (Parks)
I certify that this change is required to accomplish the overall task for which this contract is initiated.
Copy to: Office of Procurement Services, Contract File, Contractor, Controller, Division Manager, Project Manager
Chief Procurement Officer/Article 5 Procurement Supervisor - Kevin
Tyne
County Entity Director/Manager - Jennifer Waller
Division Concurrence
Deputy Director - David Jordan
Controller - Kara Gonzalez
I certify that this change is within the limits authorized by the Maricopa County Procurement Code
General Manager Approval
2340 W. Parkside Lane H-105
Printed Name
Gerald Rabenstine
Phoenix, AZ 85027
Title:
Senior Project Manager
Date:
TSG Constructors, LLC
Principal (Signature)
Amended Contract Amount w/ current change order
28,480,292.46
$
AUTHORIZATION LIMIT:
1,000,000.00
$
Total Requested Change Orders
1,583,292.46
$
Change Order Authorization Remaining
(583,292.46)
$
We, the undersigned Contractor, having given careful consideration to the change(s) proposed, hereby agree that upon execution of this change order that we will
provide all equipment, furnish all material (except as noted in the bid line item sheet), perform all work specified in the bid line item sheet; and we will accept as full
payment therefore, the prices shown in the bid line item sheet.
Notice to Proceed Date:
Total Previous Change Orders:
Current Change Order Request
125,616.83
$
The following financial information is submitted:
Initial Contract Amount
26,897,000.00
$
Amended Contract Amount w/ previous change orders
28,354,675.63
$
CONSTRUCTION CHANGE ORDER - OFFICE OF PROCUREMENT SERVICES
Parks and Recreation
Change Order Number:
Amount:
File No:
240064-DBB
Work Order/PCN No:
TSG Constructors, LLC
The Contractor, by mutual agreement of the parties, shall make the herein described changes to the plans and specifications or do the following described work not
included in the plans and specifications on the above-identified contract. All other contract terms and conditions remain unchanged.
During the design review and permitting process, it was determined that a booster pump was required to meet minimum flow and pressure requirements for fire
protection. This change order will compensate the contractor for the upfront material cost to furnish the fire booster pump as shown within the attached drawing.
With this Change Order, the total amount of this contract has increased:
By reason of this proposed change, 0 days extension of time will be allowed.
The substantial completion date is: 12/01/2026
The contract completion date is: 12/31/2026
Vulture Mountain Recreation Area Amenities
$26,897,000.00
Revised: 6/30/2026
Docusign Envelope ID: 87E8172F-94FF-8FB4-818D-145F7ADDCB6F
7/2/2026
7/2/2026
7/6/2026
7/8/2026
7/8/2026
7/8/2026
N/A
Vulture Mountain Recreation Area Amenities
240064-DBB
Change Order #26
Fire Riser Booster Pump
Change Order Request Amount: $125,616.83
Total Request of All Change Orders: $1,583,292.46
Recommended By:
Accepted and Approved:
___________________________________
___________________________________
Department Head
Date
Chair, Board of Supervisors
Date
Attest:
___________________________________
Clerk of the Board
Date
Sheet 1 of 1
Provide description of work to be done, estimate of quantities, and prices to be paid, segregate between additional work at contract price,
agreed price and actual cost. Unless otherwise stated, rates for rental of equipment on actual cost work cover only such time as
equipment is actually used and no allowance will be made for idle times.
Bid Item No.
Unit
Estimated
Quantity
As-Built
Quantity
Difference
(+/-)
Unit Price
Difference
(+/-)
002.00159-26
LS
0
1
1
$125,616.83
$125,616.83
Total this Sheet
125,616.83
$
Parks and Recreation
240064-DBB
Bid Line Items Sheet
CONSTRUCTION CHANGE ORDER NO. 26
Description
Fire Booster Pump
Revised: 6/30/2026
Docusign Envelope ID: 87E8172F-94FF-8FB4-818D-145F7ADDCB6F
Maricopa County Department of Transportation
ATTACHMENT “A” (Change Order Scope)
Project Name: Vulture Mountain Recreation Area, Phases II & III
Contract #: 240064-DBB
Change Order #: 26
Project #: TR225
Reason:
This Change Order is to:
Create the following item:
Item 002.00159-26 Fire Booster Pump, Quantity 1 EA, Unit price is $125,616.83.
Description:
During the design review and permitting process, it was determined that a booster
pump was required to meet minimum flow and pressure requirements for fire
protection.
This change order will compensate the contractor solely for the material cost of the
pump. All costs associated with installation of the fire booster pump will be covered
by a separate change order upon final completion of the design for the pump’s electrical
system and other incidental work.
Bid Items:
Item No.
Description
Unit Quantity
Unit Price
Amount
002.00159-26
Fire Booster Pump
EA
1
$125,616.83
$125,616.83
Cost:
$125,616.83
Time:
0 Calendar Days
Specifications:
Subcategories:
☐Utility Conflict
☐Right-Of-Way Conflict
☐Quantity Adjustment
☐Work out of Scope
(MCDOT)
☒Work out of Scope (Other Jurisdiction)
☒Plans Revisions
☐Change Physical Condition
☐Environmental
☐Value Engineering
☐Other:
Contacts:
Approval Date:
Jeffrey Gruver
Park Project Manager
MCPRD
06/29/2026
Adam Brahm, PE
Construction Engineer
MCDOT
06/26/2026
Docusign Envelope ID: 87E8172F-94FF-8FB4-818D-145F7ADDCB6F
12' TANK
ROAD
12' ACCESS
ROAD
FG=2708.72
FG=2703.70
FG=2708.55
FG=2708.51
FG=2708.76
FG=2708.63
FG=2708.66
FG=2708.53
FG=2700.55
N:499945.97
E:419013.87
N:499929.40
E:418924.31
N:499977.23
E:418887.31
N:499925.51
E:418848.48
N:499907.11
E:418875.01
R38.50'
R47.50'
FG=2698.24
N:499906.40
E:418854.72
FG=2698.22
FG=2698.25
2°'
N:499916.77
E:418861.09
N:499880.60
E:418887.42
N:499885.70
E:418890.57
N:499913.92
E:418865.20
N:499917.24
E:418867.50
N:499921.41
E:418866.75
N:499927.39
E:419018.94
N:499868.96
E:418999.33
N:499865.36
E:418894.42
N:499892.63
E:418868.01
N:499887.41
E:418857.20
N:499881.35
E:418991.18
N:499890.57
E:419021.27
N:499855.94
E:418886.99
N:499865.66
E:418874.66
N:499875.08
E:418882.09
N:499847.96
E:418947.53
N:499836.10
E:418950.67
N:499878.64
E:419000.56
N:499876.15
E:419019.13
N:499918.91
E:418858.00
FG=2700.08
FG=2708.21
FG=2708.65
FG=2708.74
FG=2703.69
FG=2700.32
FG=2699.83
FG=2699.53
FG=2699.13
2711
2709
2708
2712
2713
2714
2709
2708
2697
2698
2699
2700
2701
2704
2703
2705
2706
2707
2708
2709
2709
2695
2696
2694
2693
2695
2696
2697
2698
2699
2700
2701
2702
2703
2704
2705
2706
2707
2708
2697
2698
2699
2700
2700
2696
2697
2698
2699
2700
2701
2702
2703
2704
2706
2707
2708
2710
2705
N:499888.02
E:418888.76
W
2531
2530
N:498631.38
E:425484.61
EG=???
EG=???
3'
10'
21'
3'
2.5'
EG=???
EG=???
2
ET2-4
TRACS NO. ___________
B. SQUIRE
B. SQUIRE
F.H.W.A.
REGION
STATE
PROJECT NO.
SHEET
NO.
TOTAL
SHEETS
RECORD DRAWING
9
AZ
C. DUARTE
BLUE STAKE, INC.
01/27/20
08/06/20
TT419
01/27/20
DEPARTMENT OF TRANSPORTATION
MARICOPA COUNTY
CHECKED
DATE
BY
DESIGNED
DATE
SHEET
DRAWN
NO.
REVISION
BY
1
2
3
VULTURE MINE REC AREA
PROJECT NO. TT419
8:18AM
Mar 19, 2026
Q:\Projects\2019\19-0305\Civil\Production Drawings\Plans\19-0305 C100.dwg
----
w w w . e p s g r o u p i n c . c o m
T:480.503.2250
F:480.503.2258
|
1130 N Alma School Road
Suite 120
Mesa, AZ 85201
----
TANK AND WELL SITE
WC2-2
1
3
4
7
INSTALL END SECTION AND TRASH RACK PER DETAIL AG
ON SHEET WC2-10 .
5
INSTALL 6' CHAIN LINK FENCE AND GATE PER MAG STD.
DETAIL 160, 12' SINGLE GATE. OMIT BARBED WIRE.
9
1
ET2-4
NORTH
NORTH TANK SITE & GRADING PLAN
INSTALL 16' TALLx69' DIA., 447,548-GALLON NORTH CAMP
STORAGE TANK, TANK FOUNDATION, AND TANK
APPURTENANCES AS SHOWN ON SHT. WC2-5.
INSTALL 6" DIAMETER PVC PIPE, SCHEDULE 80, PER
WATER LINE TRENCH DETAIL AB ON SHEET WC2-10.
INSTALL FITTINGS, SIZE AND TYPE PER PLAN WITH
JOINT RESTRAINT (MEGALUGS OR APPROVED EQUAL)
PER MAG. STD. DTL. 303.
INSTALL 6" FLANGE GATE VALVE WITH BOX AND COVER PER
MAG STD. DTL. 391-1 AND 391-2, TYPE C OR APPROVED
EQUAL WITH JOINT RESTRAINT PER MAG STD. DTL. 303.
CONSTRUCTION NOTES
10'
20'
SCALE: 1"=10'
00'
8
INSTALL 4" AC (1/2" MIX, IN 2" LIFT) OVER 9" COMPACTED ABC.
10 INSTALL RIP-RAP,D50=6",12" THICK, TOP 6" GROUTED.
9
36
8
19 INSTALL VALLEY GUTTER PER MAG STD DTL. 240,
MODIFIED FOR 3' WIDTH.
36
6
3
4
9
3
1
8
PROPOSED 16'TALL
x69' DIA.TANK
36
6.6%
38.1%
AE
WC2-10
5
10
7
VARIES
36 INSTALL PAVEMENT EDGE TYPE "A" PER MAG. STD. DTL 201.
45°
45°
3
CONNECT TO WATER
LINE EXISTING
WATER LINE, BY A
SEPARATE SET OF
PLANS OR INSTALL
BLIND FLANGE
36
FG=2700.5
3
UPDATED PIPE LAYOUT, WELL HOUSING LOCATION AND RD. GRADING.
TANK RD.
VARIES
02/27/2025
4
RELOCATED WELL HOUSE, WELL & MODIFIED NOTES.
07/11/2025
4
4
FL=30.80
FL=30.42
MATCH
EXISTING
FL=30.60
4.3%
4.4%
5.5%
6
SEE SHEET WC2-3, DETAIL A, FOR PUMP, WELL AND CHLORINE
HOUSE PLAN VIEW.
SEE SEPARATE
SHEETS FOR
PROPOSED
ACCESS RD.
WELL HOUSE
SCALE: 1" = 10'
FF=2531.5
PAD=2531.0
4
9
9
9
9
47
47 INSTALL 528 GAL, 200PSI RATED (48" DIA. x 77.25" TALL)
HYDROPNEUMATIC TANK , AIR COMPRESSOR AND
EQUIPMENT PADS. STRUCTURAL CALCULATIONS FOR
EQUIPMENT PADS TO BE PROVIDED BY CONTRACTOR.
4
23
23
46 INSTALL 6'LX6'WX9'-6"H SHED WITH DOOR AND TWO FRONT
VENTS. PREMIER TALL RANCH MODEL BY TUFF SHED WITH NO
FLOOR OR APPROVED EQUAL. CONTRACTOR TO ATTACH
CHLORINATION TO 2X4'S PER MANUFACTURER
RECOMMENDATION. INSTALL CONCRETE SLAB PER DETAIL AF
ON SHT WC2-10.
5
5
INSTALL CABINET ENCLOSURE WITH CHLORINE ANALYZER & CONTROLLERS SERIES D1C BY
PROMINENT FLUID CONTROLS OR APPROVED EQUAL. LINE SIZE PER MANUFACTURER
RECOMMENDATIONS. SEE DETAIL "BC" ON SHEET WC2-11.
55
INSTALL SCH80 1" PVC CONDUIT ENCASING A 3/8" CHEMICAL FEED LINE. USE 36" RADIUS
SWEEPS FOR PVC CONDUIT BENDS. UNDERGROUND WATER LINE TRENCH PER DETAIL AB
ON SHEET WC2-10, ABOVE GROUND WATER LINE PER DETAIL "BE" ON SHEET WC2-11.
56
PROPOSED FIRE SUPPRESSION BOOSTER PUMP SKID AND HYDROPNEUMATIC TANK
(BY OTHERS).
57
56
55
FF=2700.5
PAD=2700.0 46
6
6
6
6
6
6
----
SEE "VULTURE
MOUNTAIN
RECREATIONAL AREA
ACCESS ROADWAYS
AND UTILITIES" FOR
CONTINUATION
4
KEY MAP
WELL HOUSE
NORTH TANK
VULTURE MINE RD.
4
INSTALL CHEMICAL FEED SYSTEM AND CHLORINATION SUPPLY
TANK BY D&H WATER SYSTEMS OR APPROVED EQUAL.
SPECIFICATIONS, NOTES AND DETAILS ON SHEET WC2-11.
CONSTRUCTION NOTES (CONT.)
54 INSTALL TIDAL WAVE MIXER BY BIG WAVE WATER TECHNOLOGIES (120 V, SINGLE PHASE, 60
HZ, 15 AMP). SEE DETAIL "BA" ON SHT WC2-11 FOR DETAIL.
5
2
5
2
5
5
5
ADDED 3" DI PIPES, FITTINGS, VALVES, PUMPS & CHLORINE HOUSE.
09/22/2025
5
5
REPLACE 3" DI PIPES & PUMPS WITH TANK MIXER & CHLORINATOR SYSTEM.
03/18/2026
6
PROP. 6" WATER
MAIN.
SEE SEPARATE
SHEETS.
6
54
FL=30.50
6
6
57
6
58
6
INSTALL PENETRATIONS TO EXISTING
HATCH SIDEWALL PER DETAIL "BD" ON
SHEET WC2-11.
58
4
TEE
59
59 INSTALL AUTOMATED 6" FLANGE GATE VALVE
WITH BOX AND COVER PER MAG STD. DTL.
391-1 AND 391-2, TYPE C OR APPROVED
EQUAL WITH JOINT RESTRAINT PER MAG STD.
DTL. 303. ACTUATOR SHALL BE SUITABLE FOR
BELOW-GRADE INSTALLATION AND RATED
FOR SUBMERGED OR HIGH-MOISTURE
CONDITIONS. IF ACTUATOR IS NOT RATED
FOR BELOW-GRADE INSTALLATION, EXTEND
ACTUATOR ABOVE GRADE.
4 45°
4 45°
6
4 45° BEND
4
TEE
TAPPING SLEEVE 4
9
To Accompany Change Order No. 26
Fire Booster Pump
Docusign Envelope ID: 87E8172F-94FF-8FB4-818D-145F7ADDCB6F
1SV - 5SV
10SV - 22SV
33SV - 45SV
66SV - 92VS
Docusign Envelope ID: 87E8172F-94FF-8FB4-818D-145F7ADDCB6F
27
Date:
6/29/2026
266,944.60
$
N/A
Contract No:
200464-DBB / 2524-06-5
Contractor Name:
Project Title:
Initial Amount:
1/13/2025
$1,583,292.46
6.88%
Contractor Name:
Contractor Address:
Date
Date
I certify that funds are available to accomplish this Change Order
Date
Date
Date
Date
COUNTY ENTITY APPROVAL
Project Manager - Adam Brahm (MCDOT)
P.P. John Choi for Project Manager - Jeffrey Gruver (Parks)
I certify that this change is required to accomplish the overall task for which this contract is initiated.
Copy to: Office of Procurement Services, Contract File, Contractor, Controller, Division Manager, Project Manager
Chief Procurement Officer/Article 5 Procurement Supervisor - Kevin
Tyne
County Entity Director/Manager - Jennifer Waller
Division Concurrence
Deputy Director - David Jordan
Controller - Kara Gonzalez
I certify that this change is within the limits authorized by the Maricopa County Procurement Code
General Manager Approval
2340 W. Parkside Lane H-105
Printed Name
Gerald Rabenstine
Phoenix, AZ 85027
Title:
Senior Project Manager
Date:
TSG Constructors, LLC
Principal (Signature)
Amended Contract Amount w/ current change order
28,747,237.06
$
AUTHORIZATION LIMIT:
1,000,000.00
$
Total Requested Change Orders
1,850,237.06
$
Change Order Authorization Remaining
(850,237.06)
$
We, the undersigned Contractor, having given careful consideration to the change(s) proposed, hereby agree that upon execution of this change order that we will
provide all equipment, furnish all material (except as noted in the bid line item sheet), perform all work specified in the bid line item sheet; and we will accept as full
payment therefore, the prices shown in the bid line item sheet.
Notice to Proceed Date:
Total Previous Change Orders:
With this Change Order, the total amount of this contract has increased:
Current Change Order Request
266,944.60
$
The contract completion date is: 12/31/2026
The following financial information is submitted:
Initial Contract Amount
26,897,000.00
$
Amended Contract Amount w/ previous change orders
28,480,292.46
$
The substantial completion date is: 12/01/2026
CONSTRUCTION CHANGE ORDER - OFFICE OF PROCUREMENT SERVICES
Parks and Recreation
Change Order Number:
Amount:
File No:
240064-DBB
Work Order/PCN No:
TSG Constructors, LLC
The Contractor, by mutual agreement of the parties, shall make the herein described changes to the plans and specifications or do the following described work not
included in the plans and specifications on the above-identified contract. All other contract terms and conditions remain unchanged.
This change order will compensate the contractor for the upfront material cost to acquire a chlorination system. The system was added to the North Tank Site to
maintain chlorine levels in accordance with the requirements researched and prescribed by the project Designer. All additional costs associated with the placement,
plumbing, electrical power, and other incidental needs to install and operate the chlorination system will be addressed in a future contract revision.
By reason of this proposed change, 0 days extension of time will be allowed.
Vulture Mountain Recreation Area Amenities
$26,897,000.00
Revised: 7/1/2026
Docusign Envelope ID: 8D727C17-DF0B-84FE-8259-A93E992B2153
7/2/2026
7/2/2026
7/6/2026
7/8/2026
7/8/2026
7/8/2026
N/A
Vulture Mountain Recreation Area Amenities
240064-DBB
Change Order #27
Chlorination System, Mixer, and Tank Modifications
Change Order Request Amount: $266,944.60
Total Request of All Change Orders: $1,850,237.06
Recommended By:
Accepted and Approved:
___________________________________
___________________________________
Department Head
Date
Chair, Board of Supervisors
Date
Attest:
___________________________________
Clerk of the Board
Date
Sheet 1 of 1
Provide description of work to be done, estimate of quantities, and prices to be paid, segregate between additional work at contract price,
agreed price and actual cost. Unless otherwise stated, rates for rental of equipment on actual cost work cover only such time as
equipment is actually used and no allowance will be made for idle times.
Bid Item No.
Unit
Estimated
Quantity
As-Built
Quantity
Difference
(+/-)
Unit Price
Difference (+/-)
002.00160-27
LS
0
1
1
$266,944.60
$266,944.60
Total this Sheet
266,944.60
$
Parks and Recreation
240064-DBB
Bid Line Items Sheet
CONSTRUCTION CHANGE ORDER NO. 27
Description
Chlorination System
Modifications
Revised: 7/1/2026
Docusign Envelope ID: 8D727C17-DF0B-84FE-8259-A93E992B2153
Maricopa County Department of Transportation
ATTACHMENT “A” (Change Order Scope)
Project Name: Vulture Mountain Recreation Area, Phases II & III
Contract #: 240064-DBB
Change Order #: 27
Project #: TR225
Reason:
This Change Order is to:
Create the following item:
Item 002.00160-27 Chlorination System Modifications, Quantity 1 EA, Unit price is
$266,944.60.
Description:
Due to the relocation of the well from its previous location adjacent to the storage tank
to a new site approximately 1.3 miles away, and alteration to the way the water system
operates, an additional chlorination system is required. The water is chlorinated as it is
pumped from the well into the system. However, since water is also pumped to and
held in the storage tank, an additional chlorinator is required to maintain required
chlorine levels.
The designer (EPS) worked with the tank manufacture (D&R Tanks) to select the
appropriate chlorination systems and complete the required design revisions.
This change order will compensate the contractor for the cost of all materials and labor
associated with furnishing and installing the tank-mounted chlorinator in accordance
with the approved revised design requirements.
Bid Items:
Item No.
Description
Unit
Quantity
Unit Price
Amount
002.00160-27
Chlorination System Modifications
EA
1
$266,944.60
$266,944.60
Cost:
$266,944.60
Time:
0 Calendar Days
Specifications:
Subcategories:
☐Utility Conflict
☐Right-Of-Way Conflict
☐Quantity Adjustment
☒Work out of Scope
(MCDOT)
☒Work out of Scope (Other Jurisdiction)
☒Plans Revisions
☒Change Physical Condition
☐Environmental
☐Value Engineering
☐Other:
Contacts:
Approval Date:
Jeffrey Gruver
Park Project Manager
MCPRD
06/29/2026
Adam Brahm, PE
Construction Engineer
MCDOT
06/26/2026
Docusign Envelope ID: 8D727C17-DF0B-84FE-8259-A93E992B2153
12' TANK
ROAD
12' ACCESS
ROAD
FG=2708.72
FG=2703.70
FG=2708.55
FG=2708.51
FG=2708.76
FG=2708.63
FG=2708.66
FG=2708.53
FG=2700.55
N:499945.97
E:419013.87
N:499929.40
E:418924.31
N:499977.23
E:418887.31
N:499925.51
E:418848.48
N:499907.11
E:418875.01
R38.50'
R47.50'
FG=2698.24
N:499906.40
E:418854.72
FG=2698.22
FG=2698.25
2°'
N:499916.77
E:418861.09
N:499880.60
E:418887.42
N:499885.70
E:418890.57
N:499913.92
E:418865.20
N:499917.24
E:418867.50
N:499921.41
E:418866.75
N:499927.39
E:419018.94
N:499868.96
E:418999.33
N:499865.36
E:418894.42
N:499892.63
E:418868.01
N:499887.41
E:418857.20
N:499881.35
E:418991.18
N:499890.57
E:419021.27
N:499855.94
E:418886.99
N:499865.66
E:418874.66
N:499875.08
E:418882.09
N:499847.96
E:418947.53
N:499836.10
E:418950.67
N:499878.64
E:419000.56
N:499876.15
E:419019.13
N:499918.91
E:418858.00
FG=2700.08
FG=2708.21
FG=2708.65
FG=2708.74
FG=2703.69
FG=2700.32
FG=2699.83
FG=2699.53
FG=2699.13
2711
2709
2708
2712
2713
2714
2709
2708
2697
2698
2699
2700
2701
2704
2703
2705
2706
2707
2708
2709
2709
2695
2696
2694
2693
2695
2696
2697
2698
2699
2700
2701
2702
2703
2704
2705
2706
2707
2708
2697
2698
2699
2700
2700
2696
2697
2698
2699
2700
2701
2702
2703
2704
2706
2707
2708
2710
2705
N:499888.02
E:418888.76
W
2531
2530
N:498631.38
E:425484.61
EG=???
EG=???
3'
10'
21'
3'
2.5'
EG=???
EG=???
2
ET2-4
TRACS NO. ___________
B. SQUIRE
B. SQUIRE
F.H.W.A.
REGION
STATE
PROJECT NO.
SHEET
NO.
TOTAL
SHEETS
RECORD DRAWING
9
AZ
C. DUARTE
BLUE STAKE, INC.
01/27/20
08/06/20
TT419
01/27/20
DEPARTMENT OF TRANSPORTATION
MARICOPA COUNTY
CHECKED
DATE
BY
DESIGNED
DATE
SHEET
DRAWN
NO.
REVISION
BY
1
2
3
VULTURE MINE REC AREA
PROJECT NO. TT419
8:18AM
Mar 19, 2026
Q:\Projects\2019\19-0305\Civil\Production Drawings\Plans\19-0305 C100.dwg
----
w w w . e p s g r o u p i n c . c o m
T:480.503.2250
F:480.503.2258
|
1130 N Alma School Road
Suite 120
Mesa, AZ 85201
----
TANK AND WELL SITE
WC2-2
1
3
4
7
INSTALL END SECTION AND TRASH RACK PER DETAIL AG
ON SHEET WC2-10 .
5
INSTALL 6' CHAIN LINK FENCE AND GATE PER MAG STD.
DETAIL 160, 12' SINGLE GATE. OMIT BARBED WIRE.
9
1
ET2-4
NORTH
NORTH TANK SITE & GRADING PLAN
INSTALL 16' TALLx69' DIA., 447,548-GALLON NORTH CAMP
STORAGE TANK, TANK FOUNDATION, AND TANK
APPURTENANCES AS SHOWN ON SHT. WC2-5.
INSTALL 6" DIAMETER PVC PIPE, SCHEDULE 80, PER
WATER LINE TRENCH DETAIL AB ON SHEET WC2-10.
INSTALL FITTINGS, SIZE AND TYPE PER PLAN WITH
JOINT RESTRAINT (MEGALUGS OR APPROVED EQUAL)
PER MAG. STD. DTL. 303.
INSTALL 6" FLANGE GATE VALVE WITH BOX AND COVER PER
MAG STD. DTL. 391-1 AND 391-2, TYPE C OR APPROVED
EQUAL WITH JOINT RESTRAINT PER MAG STD. DTL. 303.
CONSTRUCTION NOTES
10'
20'
SCALE: 1"=10'
00'
8
INSTALL 4" AC (1/2" MIX, IN 2" LIFT) OVER 9" COMPACTED ABC.
10 INSTALL RIP-RAP,D50=6",12" THICK, TOP 6" GROUTED.
9
36
8
19 INSTALL VALLEY GUTTER PER MAG STD DTL. 240,
MODIFIED FOR 3' WIDTH.
36
6
3
4
9
3
1
8
PROPOSED 16'TALL
x69' DIA.TANK
36
6.6%
38.1%
AE
WC2-10
5
10
7
VARIES
36 INSTALL PAVEMENT EDGE TYPE "A" PER MAG. STD. DTL 201.
45°
45°
3
CONNECT TO WATER
LINE EXISTING
WATER LINE, BY A
SEPARATE SET OF
PLANS OR INSTALL
BLIND FLANGE
36
FG=2700.5
3
UPDATED PIPE LAYOUT, WELL HOUSING LOCATION AND RD. GRADING.
TANK RD.
VARIES
02/27/2025
4
RELOCATED WELL HOUSE, WELL & MODIFIED NOTES.
07/11/2025
4
4
FL=30.80
FL=30.42
MATCH
EXISTING
FL=30.60
4.3%
4.4%
5.5%
6
SEE SHEET WC2-3, DETAIL A, FOR PUMP, WELL AND CHLORINE
HOUSE PLAN VIEW.
SEE SEPARATE
SHEETS FOR
PROPOSED
ACCESS RD.
WELL HOUSE
SCALE: 1" = 10'
FF=2531.5
PAD=2531.0
4
9
9
9
9
47
47 INSTALL 528 GAL, 200PSI RATED (48" DIA. x 77.25" TALL)
HYDROPNEUMATIC TANK , AIR COMPRESSOR AND
EQUIPMENT PADS. STRUCTURAL CALCULATIONS FOR
EQUIPMENT PADS TO BE PROVIDED BY CONTRACTOR.
4
23
23
46 INSTALL 6'LX6'WX9'-6"H SHED WITH DOOR AND TWO FRONT
VENTS. PREMIER TALL RANCH MODEL BY TUFF SHED WITH NO
FLOOR OR APPROVED EQUAL. CONTRACTOR TO ATTACH
CHLORINATION TO 2X4'S PER MANUFACTURER
RECOMMENDATION. INSTALL CONCRETE SLAB PER DETAIL AF
ON SHT WC2-10.
5
5
INSTALL CABINET ENCLOSURE WITH CHLORINE ANALYZER & CONTROLLERS SERIES D1C BY
PROMINENT FLUID CONTROLS OR APPROVED EQUAL. LINE SIZE PER MANUFACTURER
RECOMMENDATIONS. SEE DETAIL "BC" ON SHEET WC2-11.
55
INSTALL SCH80 1" PVC CONDUIT ENCASING A 3/8" CHEMICAL FEED LINE. USE 36" RADIUS
SWEEPS FOR PVC CONDUIT BENDS. UNDERGROUND WATER LINE TRENCH PER DETAIL AB
ON SHEET WC2-10, ABOVE GROUND WATER LINE PER DETAIL "BE" ON SHEET WC2-11.
56
PROPOSED FIRE SUPPRESSION BOOSTER PUMP SKID AND HYDROPNEUMATIC TANK
(BY OTHERS).
57
56
55
FF=2700.5
PAD=2700.0 46
6
6
6
6
6
6
----
SEE "VULTURE
MOUNTAIN
RECREATIONAL AREA
ACCESS ROADWAYS
AND UTILITIES" FOR
CONTINUATION
4
KEY MAP
WELL HOUSE
NORTH TANK
VULTURE MINE RD.
4
INSTALL CHEMICAL FEED SYSTEM AND CHLORINATION SUPPLY
TANK BY D&H WATER SYSTEMS OR APPROVED EQUAL.
SPECIFICATIONS, NOTES AND DETAILS ON SHEET WC2-11.
CONSTRUCTION NOTES (CONT.)
54 INSTALL TIDAL WAVE MIXER BY BIG WAVE WATER TECHNOLOGIES (120 V, SINGLE PHASE, 60
HZ, 15 AMP). SEE DETAIL "BA" ON SHT WC2-11 FOR DETAIL.
5
2
5
2
5
5
5
ADDED 3" DI PIPES, FITTINGS, VALVES, PUMPS & CHLORINE HOUSE.
09/22/2025
5
5
REPLACE 3" DI PIPES & PUMPS WITH TANK MIXER & CHLORINATOR SYSTEM.
03/18/2026
6
PROP. 6" WATER
MAIN.
SEE SEPARATE
SHEETS.
6
54
FL=30.50
6
6
57
6
58
6
INSTALL PENETRATIONS TO EXISTING
HATCH SIDEWALL PER DETAIL "BD" ON
SHEET WC2-11.
58
4
TEE
59
59 INSTALL AUTOMATED 6" FLANGE GATE VALVE
WITH BOX AND COVER PER MAG STD. DTL.
391-1 AND 391-2, TYPE C OR APPROVED
EQUAL WITH JOINT RESTRAINT PER MAG STD.
DTL. 303. ACTUATOR SHALL BE SUITABLE FOR
BELOW-GRADE INSTALLATION AND RATED
FOR SUBMERGED OR HIGH-MOISTURE
CONDITIONS. IF ACTUATOR IS NOT RATED
FOR BELOW-GRADE INSTALLATION, EXTEND
ACTUATOR ABOVE GRADE.
4 45°
4 45°
6
4 45° BEND
4
TEE
TAPPING SLEEVE 4
9
To Accompany Change Order No. 27
CO27 Chlorinator
Docusign Envelope ID: 8D727C17-DF0B-84FE-8259-A93E992B2153