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City of Glendale Standard Form Agreement Between Owner and CM@Risk (January 28, 2025)
Project Name: Bethany Home Road Drainage Improvements Phase I
Project No.:
202105
Amendment No: 02
Date:
This Amendment to that certain Standard Form Agreement dated May 10, 2022 by and between the City of Glendale
and Haydon Companies, LLC (CM@Risk) for services, deliverables and work related to Project No. 202105, Project
Name: Bethany Home Road Drainage Improvements Phase A , (the “Agreement”) is made and entered into effective
this day of , 2026.
1. This Amendment #02 establishes a Guaranteed Maximum Price (“GMP”) and Construction Phase Fee for
Construction Services and incorporates such terms into the Agreement, making the Agreement effective
for Construction Phase Services:
a.
The total fee for Construction Phase Services, which is included in the Guaranteed Maximum Price (GMP)
as defined under the Agreement, shall be fixed at Three Hundred Eighty-Four Thousand Three Hundred
Eighty-Nine and 52/100 Dollars ($384,689.52).
b. The Guaranteed Maximum Price (“GMP”) for Construction Services, as defined under the Agreement, shall
be Twelve Million One Hundred Nine Thousand Four Hundred Seventy Nine Thousand and 96/100
Dollars ($12,109,479.96). This GMP1B is for the construction of Phase A-47th Avenue Alignment
c.
The total compensation under the Agreement, as amended by this Amendment, shall be:
Pre-Construction Phase
Construction Phase
Total
Original Agreement:
$469,884.00
$
$469,884.00
Previous Amendments:
$
$
$1,532,422.19
This Amendment:
$
$12,109,479.96
$12,109,479.96
Total (including this
Amendment):
$469,884.00
$12,109,479.96
$14,111,786.15
2. DELETE the blank template “Exhibit C – Cost of the Work – Schedule of Values” from the Agreement,
and ADD “Exhibit C – Haydon Companies, LLC Cost of the Work – Schedule of Values” dated November
19, 2025 (5 Pages), attached herein.
3. ADD “Exhibit E – Construction Documents necessary to define Scope of Work and deliverables for the
Construction Phase Services, including plans, designs, drawings, specifications and other required
Contract Documents” dated November 19, 2025 (1 Pages), attached herein.
4. ADD “Exhibit F - Statement of All Clarifications and Assumptions” dated November 19, 2025 (2 Pages),
attached herein.
5. ADD “Exhibit G – Schedule of Major Milestones” dated November 4, 2025 (2 Pages), attached herein.
6. All other provisions, terms and conditions of the Agreement shall remain unchanged and in full effect.
(Signature on following page)
City of Glendale Standard Form Agreement Between Owner and CM@Risk (January 28, 2025)
EXHIBIT C
Cost of the Work
(One (1) page - template)
(2 pages - final document to be included with GMP Amendment)
See Attached
City of Glendale Standard Form Agreement Between Owner and CM@Risk (January 28, 2025)
T H I S P A G E I S B L A N K
HAYDON COMPANIES, LLC
4640 E. Cotton Gin Loop
Phoenix, Arizona 85040
Office: 602-296-1496 / Fax: 602-296-1457
City of Glendale
Date submitted:
11/19/2025
Estimate #:
22-049-17
100% Construction GMP
PACKAGE 3 - 47th AVE
GENERAL ITEMS
10
PUBLIC NOTIFICATION (ALLOWANCE)
MON
14
$2,272.73
31,818.22
$
20
CONSTRUCTION SURVEY (ALLOWANCE)
MON
14
$10,028.57
140,399.98
$
30
STREET SWEEPING (ALLOWANCE)
HR
1,232
$135.00
166,320.00
$
40
CONSTRUCTION WATER (ALLOWANCE)
MON
14
$3,686.43
51,610.02
$
50
OFF DUTY OFFICER (ALLOWANCE)
HR
2,464
$102.31
252,091.84
$
60
TRAFFIC CONTROL
MON
14
$23,042.22
322,591.08
$
70
FLAGGERS (ALLOWANCE)
HR
2,464
$84.54
208,306.56
$
80
MOBILIZATION
LS
1
$62,013.32
62,013.32
$
90
SWPPP (ALLOWANCE)
MON
14
$4,189.45
58,652.30
$
100
PERMITS (ALLOWANCE)
AL
1
$15,000.00
15,000.00
$
110
ONSITE OVERHEAD
MON
14
$112,003.11
1,568,043.54
$
120
GENERAL EXPENSE
MON
14
$16,818.73
235,462.22
$
130
QUALITY CONTROL (ALLOWANCE)
MON
14
$10,505.96
147,083.44
$
130
POTHOLING (ALLOWANCE)
HR
1,376
$289.32
398,104.32
$
140
MATERIAL & SUBCONTRACTOR ESCALATION (April 2025-September 2025)
LS
1
$112,398.44
112,398.44
$
SUBTOTAL GENERAL ITEMS
3,769,895.28
$
REMOVALS & ABANDONMENT
150
REMOVE TREE, DIAMETER > 12 IN
EA
1
$2,636.55
2,636.55
$
160
ABANDON, CAP, AND PLUG EXISTING STORM DRAIN PIPE
LF
453
$198.43
89,888.79
$
170
ABANDON EXISTING STORM DRAIN STRUCTURE
EA
2
$5,047.15
10,094.30
$
180
ABANDON EXISTING MANHOLE
EA
1
$5,236.19
5,236.19
$
190
REMOVE PIPE, BACKFILL & COMPACT, D<30 IN
LF
99
$53.48
5,294.52
$
200
REMOVE CATCH BASIN
EA
4
$2,683.59
10,734.36
$
210
REMOVE HEADWALL
EA
2
$2,808.20
5,616.40
$
220
REMOVE SANITARY SEWER MANHOLE
EA
1
$15,221.38
15,221.38
$
230
REMOVE CONCRETE CURB & GUTTER
LF
381
$27.13
10,336.53
$
240
REMOVE VALLEY GUTTER
SF
1,497
$11.55
17,290.35
$
250
REMOVE CONCRETE SINGLE CURB
LF
5
$191.82
959.10
$
260
REMOVE CONCRETE ROLL CURB
LF
85
$32.14
2,731.90
$
270
REMOVE SIDEWALK
SF
1,734
$9.86
17,097.24
$
280
REMOVE CONCRETE SLAB
SF
12
$147.89
1,774.68
$
290
REMOVE SURVEY MARKER, BRASS CAP OR REBAR
EA
7
$118.88
832.16
$
300
REMOVAL OF PAVEMENT
SY
5,997
$16.85
101,049.45
$
310
RELOCATE SIGN
EA
4
$1,000.00
4,000.00
$
320
REMOVE AND REPLACE EXISTING FENCING IN-KIND
LF
78
$556.21
43,384.38
$
330
REMOVE FENCE POSTS
EA
2
$507.86
1,015.72
$
340
REMOVE AND REINSTALL GATE
EA
1
$2,389.17
2,389.17
$
350
REMOVE ASBESTOS CEMENT PIPE
LF
270
$242.74
65,539.80
$
SUBTOTAL REMOVALS & ABANDONMENT ITEMS
413,122.97
$
FLATWORK & PAVING ITEMS
360
RESIDENTIAL SPEED CUSHION, COG STD G-350 & G-351
SF
528
$52.27
27,598.56
$
370
ASPHALT PAVEMENT REPLACEMENT
SY
5,997
$77.70
465,966.90
$
380
VERTICAL CURB & GUTTER, TYPE A, H=6 IN, MAG DET 22
LF
381
$61.69
23,503.89
$
390
ROLL CURB & GUTTER, TYPE C, MAG DET 220
LF
85
$90.51
7,693.35
$
10/23/25 100% GMP 1B (Partial Slurry + AB on Storm
Drain)
Bethany Home Storm Drain - Phase A (Package 3 & 3S) - 47th Ave 100% GMP
1B- CONSTRUCTION
Item No.
UM
Quantity
Description
Unit Price
Total Price
11/19/2025 9:59 AM
1 of 4
HAYDON COMPANIES, LLC
4640 E. Cotton Gin Loop
Phoenix, Arizona 85040
Office: 602-296-1496 / Fax: 602-296-1457
City of Glendale
Date submitted:
11/19/2025
Estimate #:
22-049-17
100% Construction GMP
10/23/25 100% GMP 1B (Partial Slurry + AB on Storm
Drain)
Bethany Home Storm Drain - Phase A (Package 3 & 3S) - 47th Ave 100% GMP
1B- CONSTRUCTION
Item No.
UM
Quantity
Description
Unit Price
Total Price
400
SINGLE CURB, TYPE A, MAG DET 222
LF
5
$237.62
1,188.10
$
410
CONCRETE SIDEWALK, MAG DET 230
SF
1,734
$14.45
25,056.30
$
420
CONCRETE MEDIAN PAVING, 4 IN THICK, MATCH EXISTING
SF
12
$165.84
1,990.08
$
430
CONCRETE VALLEY GUTTER, MAG DET 240
SF
108
$75.86
8,192.88
$
440
FINAL STRIPING
LS
1
$25,503.35
25,503.35
$
SUBTOTAL FLATWORK & PAVING ITEMS
586,693.41
$
UNDERGROUND ITEMS
450
TRIPLE CB, TYPE "Q", MOD FOR ROLL CURB
EA
1
$16,976.42
16,976.42
$
460
TRIPLE CB, TYPE "Q" PER COP STD DTL P1572 DTL A
EA
7
$18,853.54
131,974.78
$
470
CB COG G-330, TYPE M-1, L=17 FT
EA
7
$16,306.98
114,148.86
$
480
CB COG G-330, TYPE M-1, L=17FT, MOD ROLL CURB
EA
2
$16,371.97
32,743.94
$
490
CB COG G-330, TYPE M-1, L=10 FT
EA
1
$15,689.87
15,689.87
$
500
CB COG G-331, TYPE M-2, L=17 FT
EA
1
$23,110.35
23,110.35
$
510
INLET HEADWALL WITH TRASH RACK
EA
1
$22,567.94
22,567.94
$
520
PERMANENT PIPE SUPPORT PER MAG STD DET 403
EA
9
$14,085.27
126,767.43
$
530
15 IN RGRCP, CLASS 3
LF
484
$378.97
183,421.48
$
540
30 IN RGRCP, CLASS 3
LF
248
$651.12
161,477.76
$
550
36 IN RGRCP, CLASS 3
LF
785
$376.08
295,222.80
$
560
48 IN RGRCP, CLASS 3
LF
1,376
$513.99
707,250.24
$
570
54 IN RGRCP, CLASS 3
LF
2,393
$522.15
1,249,504.95
$
580
SD MH, MAG DET 520 & 522
EA
8
$14,761.02
118,088.16
$
590
SD MH, MAG DET 522 & COP 1560
EA
7
$23,949.43
167,646.01
$
600
8 IN DUCTILE IRON PIPE WATERLINE WITH FITTINGS
LF
91
$651.40
59,277.40
$
610
16 IN DUCTILE IRON PIPE WATERLINE WITH FITTINGS
LF
79
$550.90
43,521.10
$
620
6 IN DUCTILE IRON PIPE WATERLINE WITH FITTINGS
LF
80
$389.20
31,136.00
$
640
12 IN DUCTILE IRON PIPE WATERLINE WITH FITTINGS
LF
20
$436.36
8,727.20
$
SUBTOTAL UNDERGROUND ITEMS
3,509,252.69
$
ADDITIONAL ITEMS
650
SURVEY MARKER, TYPE B, MAG DET 120
EA
6
$928.33
5,569.98
$
660
SURVEY MARKER, TYPE A, MAG DET 120
EA
1
$1,615.00
1,615.00
$
670
LANDSCAPE/ IRRIGATION RESTORATION (ALLOWANCE)
LS
1
$50,000.00
50,000.00
$
680
HAZARD MARKER PER MAG STD DET 141, TYPE 1
EA
5
$841.27
4,206.35
$
690
SAFETY RAIL, HEIGHT 3 FT-6 IN MAG DET 145
LF
43
$122.01
5,246.43
$
700
RADAR PRESENCE DETECTION SYSTEM (FOUR DETECTORS)
EA
1
$53,475.30
53,475.30
$
SUBTOTAL ADDITIONAL ITEMS
120,113.06
$
PACKAGE 3S - MISSOURI AVE
REMOVAL ITEMS
710
REMOVE CONCRETE CURB & GUTTER
LF
27
$43.99
1,187.73
$
720
REMOVE PIPE, BACKFILL & COMPACT, D<30 IN
LF
17
$126.47
2,149.99
$
730
REMOVE SIDEWALK
SF
177
$29.57
5,233.89
$
740
REMOVE CONCRETE SLAB
SF
553
$7.42
4,103.26
$
750
REMOVE AND REPLACE EXISTING FENCING IN-KIND
LF
170
$114.25
19,422.50
$
760
ADDITIONAL REMOVAL AND REPLACE (ALLOWANCE)
AL
1
$71,076.01
71,076.01
$
770
REMOVAL OF PAVEMENT
SY
1,335
$17.26
23,042.10
$
SUBTOTAL REMOVAL ITEMS
126,215.48
$
11/19/2025 9:59 AM
2 of 4
HAYDON COMPANIES, LLC
4640 E. Cotton Gin Loop
Phoenix, Arizona 85040
Office: 602-296-1496 / Fax: 602-296-1457
City of Glendale
Date submitted:
11/19/2025
Estimate #:
22-049-17
100% Construction GMP
10/23/25 100% GMP 1B (Partial Slurry + AB on Storm
Drain)
Bethany Home Storm Drain - Phase A (Package 3 & 3S) - 47th Ave 100% GMP
1B- CONSTRUCTION
Item No.
UM
Quantity
Description
Unit Price
Total Price
FLATWORK & PAVING ITEMS
780
ASPHALT PAVEMENT REPLACEMENT
SY
1,335
$81.00
108,135.00
$
790
REPLACE RESIDENTIAL SPEED CUSHION - G-350 & G-351
SF
470
$29.36
13,799.20
$
800
FINAL STRIPING PACKAGE 3S
LS
1
$6,091.20
6,091.20
$
810
VERTICAL CURB & GUTTER, TYPE A, H=6 IN, MAG DET 22
LF
27
$164.21
4,433.67
$
820
CONCRETE SIDEWALK, MAG DET 230
SF
177
$22.52
3,986.04
$
830
LANDSCAPE/IRRIGATION RESTORATION (ALLOWANCE)
LS
1
$20,000.00
20,000.00
$
840
RIPRAP, D50=9 IN
CY
35
$308.20
10,787.00
$
850
SAFETY RAIL, HEIGHT 3 FT - 6 IN IN MAG DET 145
LF
25
$98.00
2,450.00
$
SUBTOTAL FLATWORK & PAVING ITEMS
169,682.11
$
UNDERGROUND ITEMS
860
HEADWALL, MAG DET 501-3, 66 IN PIPE
EA
1
$15,274.06
15,274.06
$
870
PERMANENT PIPE SUPPORT, MAG STD DET 403
EA
2
$9,749.42
19,498.84
$
880
SEWER CLEANOUT, MAG DET 441
EA
1
$2,463.79
2,463.79
$
880
12 IN HDPE
LF
19
$118.35
2,248.65
$
890
66 IN RGRCP, CLASS IV
LF
381
$236.40
90,068.40
$
900
66 IN RGRCP, CLASS V
LF
1,608
$454.82
731,350.56
$
910
STORM DRAIN MANHOLE, MAG DET 521 & COP 1560
EA
8
$23,986.19
191,889.52
$
SUBTOTAL UNDERGROUND ITEMS
1,052,793.82
$
CONSTRUCTION TOTAL
9,747,768.82
$
A. Direct Cost Subtotal:
9,747,768.82
$
A. Total Direct Cost
9,747,768.82
$
GENERAL CONDITIONS (Corporate Overhead)
6.29%
613,134.66
$
B. SUBTOTAL 1 (COST OF THE WORK)
10,360,903.48
$
CONSTRUCTION MANAGEMENT FEE (Profit)
3.71%
384,389.52
$
C. SUBTOTAL 2
10,745,293.00
$
BONDS
1%
107,452.93
$
INSURANCE
0.99%
106,378.40
$
D. SUBTOTAL 3
10,959,124.33
$
SALES TAX
5.98%
655,355.63
$
-
$
E. SUBTOTAL GMP 1
11,614,479.96
$
CONSTRUCTION CONTINGENCY (ALLOWANCE)
495,000.00
$
-
$
TOTAL OF PHASE A (PACKAGES 3 & 3S) - 100% GMP 1B CONSTRUCTION
12,109,479.96
$
ADD ALTERNATE ITEMS
1000
15 IN RGRCP, CLASS 3- FULL 1/2 SACK SLURRY BACKFILL ADD-ON
LF
0
$136.81
-
$
1010
30 IN RGRCP, CLASS 3- FULL 1/2 SACK SLURRY BACKFILL ADD-ON
LF
0
$168.31
-
$
1020
36 IN RGRCP, CLASS 3- FULL 1/2 SACK SLURRY BACKFILL ADD-ON
LF
0
$178.30
-
$
1030
48 IN RGRCP, CLASS 3- FULL 1/2 SACK SLURRY BACKFILL ADD-ON
LF
0
$194.85
-
$
1040
54 IN RGRCP, CLASS 3- FULL 1/2 SACK SLURRY BACKFILL ADD-ON
LF
0
$199.78
-
$
11/19/2025 9:59 AM
3 of 4
HAYDON COMPANIES, LLC
4640 E. Cotton Gin Loop
Phoenix, Arizona 85040
Office: 602-296-1496 / Fax: 602-296-1457
City of Glendale
Date submitted:
11/19/2025
Estimate #:
22-049-17
100% Construction GMP
10/23/25 100% GMP 1B (Partial Slurry + AB on Storm
Drain)
Bethany Home Storm Drain - Phase A (Package 3 & 3S) - 47th Ave 100% GMP
1B- CONSTRUCTION
Item No.
UM
Quantity
Description
Unit Price
Total Price
1050
66 IN RGRCP, CLASS V- FULL 1/2 SACK SLURRY BACKFILL ADD-ON
LF
0
$271.71
-
$
1060
15 IN RGRCP, CLASS 3- RGRCP MATERIAL ONLY PRICE PER FOOT
LF
0
$49.86
-
$
1070
30 IN RGRCP, CLASS 3- RGRCP MATERIAL ONLY PRICE PER FOOT
LF
0
$77.75
-
$
1080
36 IN RGRCP, CLASS 3- RGRCP MATERIAL ONLY PRICE PER FOOT
LF
0
$75.64
-
$
1090
48 IN RGRCP, CLASS 3- RGRCP MATERIAL ONLY PRICE PER FOOT
LF
0
$121.98
-
$
1100
54 IN RGRCP, CLASS 3- RGRCP MATERIAL ONLY PRICE PER FOOT
LF
0
$145.30
-
$
1110
66 IN RGRCP, CLASS IV- RGRCP MATERIAL ONLY PRICE PER FOOT
LF
0
$224.87
-
$
1120
66 IN RGRCP, CLASS V- RGRCP MATERIAL ONLY PRICE PER FOOT
LF
0
$306.97
-
$
11/19/2025 9:59 AM
4 of 4
City of Glendale Standard Form Agreement Between Owner and CM@Risk (January 28, 2025)
EXHIBIT E
Construction Documents necessary to define Scope of Work and Deliverables for the
Construction Phase Services, including plans, designs, drawings, specifications and other
required Contract Documents
(1 page - To be Incorporated by Amendment)
See Attached
City of Glendale Standard Form Agreement Between Owner and CM@Risk (January 28, 2025)
T H I S P A G E I S B L A N K
EXHIBIT E - LIST OF FINAL PLANS AND SPECIFICATIONS
100% Bethany Home Road Drainage Improvements Phase A - Work Package 3 – 47th Avenue
Alignment (Sheets 1-29)
o Prepared by Stantec Consulting Services Inc.
o 100% Submittal
o Submittal date 7/15/2023
100% Bethany Home Road Drainage Improvements Phase A – Work Package 3 (3S) – 47th Avenue
Alignment (Sheets 1-14)
o Prepared by Stantec
o 100% Submittal
o Submittal date 1/23/2025
Design Memo Work Package #3
o Prepared by Stantec Consulting Services, Inc.
o Dated July 14, 2023
Bethany Home Road Drainage Improvements Work Package #3 – 100% Technical Specifications
Special Provisions
o Prepared by Stantec Consulting Services Inc.
o 100% Submittal
o Dated July 14, 2023
Bethany Home Road Drainage Improvements Work Package #3 (3S)– 100% Technical Specifications
Special Provisions
o Prepared by Stantec Consulting Services Inc.
o 100% Submittal
o Dated January 23, 2025
City of Glendale Standard Form Agreement Between Owner and CM@Risk (January 28, 2025)
EXHIBIT F
Statement of All Clarifications and Assumptions (if any)
(2 pages - To be Incorporated by Amendment)
See Attached
City of Glendale Standard Form Agreement Between Owner and CM@Risk (January 28, 2025)
T H I S P A G E I S B L A N K
GMP CLARIFICATIONS, INCLUSIONS and
EXCLUSIONS
CITY of GLENDALE
CONSTRUCTION MANAGER AT RISK for
Bethany Home Road Storm Drain Improvements Phase A - 47th Avenue Alignment
Project No. 202105
HAYDON BUILDING CORP. PROJECT NUMBER: 01-0053
NUMBER
CLARIFICATIONS, INCLUSIONS and EXCLUSIONS
1.
The 100% costs for GMP 1B Phase A is developed based on plans and specifications listed in Exhibit E.
2.
The Bid Item Numbers and Descriptions in the Attachment (GMP proposal) shall serve to assist in the
Clarification of a Bid Item Scope of work.
3.
The City of Glendale and MAG specifications and standards were used per plans.
4.
Project duration is assumed to be fourteen (14) months.
5.
Work Hours – This GMP 1B is based on an 8-hour work shift Monday through Friday. Night and weekend
work shall be for restrictive activities as agreed upon with the City of Glendale or as required to fulfill off-
peak activities as coordinated with and agreed to by the City of Glendale
6.
This GMP assumes that existing City of Glendale and 3rd party owned utilities that are in conflict with the
new storm drain system will be relocated by others prior to construction start.
7.
Item 120 - General Expense includes – Security, phones, job trailers, containers, bathrooms, fencing,
dumpster, safety supplies, small tools and yard rental
8.
Pricing is based on a construction start notice to proceed (NTP) in January 2026. If NTP is beyond
1/31/2026 pricing shall be subject to review and revision to account for current market conditions for
labor, equipment, materials, etc
9.
Utility encasements are only included for those called out in the plans.
10.
Traffic signal loops at Bethany Home will be replaced with radar detection cameras.
11.
Asphalt pavement replacement limits are for trench line only. Due to the existing roadway's poor
conditions, Haydon anticipates that further replacement will be necessary and plans to utilize project
contingency funds to cover additional scope costs.
12.
Storm Drain trenches will be slurry backfilled to springline with ½ sack slurry, then ABC backfill to
subgrade.
13.
Utilities called out in the plans for abandonment will be grout-filled.
14.
Construction Contingency is set up as a joint account for the contractor and owner. During cost modeling
and GMP development, this item will be used to account for scope growth, material escalation, plan
development, and construction contingency. This is an Allowance, cost here are subject to mark-up’s,
bond, insurance, etc.
15.
Construction sequencing is assumed to start from the drainage outlet on the project's south end and work to
the north. On 47th Ave. and Missouri Ave, it is assumed that traffic can be reduced to a one-way street
during construction. At Bethany Home, multiple phases will take place maintaining traffic one lane in
each direction. Off-duty police officers and flaggers will be utilized to maintain traffic during
construction.
16.
Item 10 -Public notification and related items are set up as an allowance for public meetings, notifications,
newsletters, or any portion of required public awareness stemming from this construction project.
17.
Item 100 Permit allowance – ADEQ, work permits, ROW, ADOT, etc.
18.
Items 670 & 820 Landscaping allowance - covers the restoration of disturbed areas. It does not include
meters or meter fees.
19.
This GMP is assumed to be completed independently of other phases or packages.
20.
Survey and Quality Control are included for each line item.
21.
Item 700 RADAR PRESENCE DETECTION SYSTEM (ALLOWANCE): is an allowance based on the
best available information. Price may change depending on conduit availability.
22.
750 Additional Remove and Replace allowance: covers any additional curb & gutter, sidewalk, etc. that is
not included in the plans or that may be damaged during construction and requires replacement.
City of Glendale Standard Form Agreement Between Owner and CM@Risk (January 28, 2025)
EXHIBIT G
Schedule of Major Milestones
(2 pages - To be Incorporated by Amendment)
See Attached
City of Glendale Standard Form Agreement Between Owner and CM@Risk (January 28, 2025)
T H I S P A G E I S B L A N K
Activity ID
Activity Name
Original
Duration
Start
Finish
GLENDALE
GLENDALE - BH SD - PHASE A (DRAFT)
329 06-Jan-26
11-Apr-27
PRE-CONSTR
PRE-CONSTRUCTION
461 06-Jan-26
11-Apr-27
PHASE A - MISS
PHASE A - MISSOURI & 47TH AVE
461 06-Jan-26
11-Apr-27
GMP 1A - MATERIA
GMP 1A - MATERIAL PROCUREMENT
461 06-Jan-26
11-Apr-27
MILESTONES
MILESTONES
461 06-Jan-26
11-Apr-27
CAPP
GMP 1A Council Approval
0 06-Jan-26*
06-Jan-26
NTP
Notice to Proceed
0 08-Jan-26
08-Jan-26
MOBE
Mobilization
15 08-Jan-26
22-Jan-26
SUBST
Substantial Completion
0 12-Mar-27
12-Mar-27
FINAL
Final Completion
0 11-Apr-27
11-Apr-27
SUBMITTAL DEVE
SUBMITTAL DEVELOPMENT
7 08-Jan-26
14-Jan-26
SD1000
Storm Drain Piping
7 08-Jan-26
14-Jan-26
SD1010
Storm Drain Manholes
7 08-Jan-26
14-Jan-26
SD1020
Waterline Materials
7 08-Jan-26
14-Jan-26
SUBMITTAL REVIE
SUBMITTAL REVIEW & APPROVAL
7 15-Jan-26
21-Jan-26
SR&A1000
Storm Drain Piping
7 15-Jan-26
21-Jan-26
SR&A1010
Storm Drain Manholes
7 15-Jan-26
21-Jan-26
SR&A1020
Waterline Materials
7 15-Jan-26
21-Jan-26
MATERIAL PROCU
MATERIAL PROCUREMENT
15 22-Jan-26
05-Feb-26
MP1000
Storm Drain Piping
15 22-Jan-26
05-Feb-26
MP1010
Storm Drain Manholes
15 22-Jan-26
05-Feb-26
MP1020
Waterline Materials
15 22-Jan-26
05-Feb-26
CONSTRUCT
CONSTRUCTION
295 26-Jan-26
12-Mar-27
PHASE A - MISS
PHASE A - MISSOURI & 47TH AVE
295 26-Jan-26
12-Mar-27
MISSOURI AVENUE
MISSOURI AVENUE
56 26-Jan-26
13-Apr-26
REMOVALS
REMOVALS
10 26-Jan-26
06-Feb-26
REMMA1000
Remove Concrete Curb & Gutter - 27 LF
1 26-Jan-26
26-Jan-26
REMMA1010
Remove Sidewalk - 177 SF
1 27-Jan-26
27-Jan-26
REMMA1020
Remove Concrete Slab - 553 SF
1 28-Jan-26
28-Jan-26
REMMA1050
Remove Existing Fencing
2 29-Jan-26
30-Jan-26
REMMA1030
Remove Asphalt Pavement - 1,335 SY
4 02-Feb-26
05-Feb-26
REMMA1040
Remove Pipe, Backfill & Compact - 17 LF
1 06-Feb-26
06-Feb-26
UTILITY INSTALLA
UTILITY INSTALLATION
34 09-Feb-26
26-Mar-26
UTLMA1000
DLB 66" RGRCP, Class IV Storm Drain - 381 LF
5 09-Feb-26
13-Feb-26
UTLMA1010
DLB 66" RGRCP, Class V Storm Drain - 1,608 LF
28 16-Feb-26
25-Mar-26
UTLMA1040
FPS Storm Drain Headwall, MAG 501-3 - 1 EA
6 16-Feb-26
23-Feb-26
UTLMA1020
Install Storm Drain Manhole, MAG Det 521 & COP 1560 - 8
20 23-Feb-26
20-Mar-26
UTLMA1050
Install Riprap, D50=9" - 35 CY
2 24-Feb-26
25-Feb-26
UTLMA1030
DLB 12" HDPE Storm Drain - 19 LF
1 26-Mar-26
26-Mar-26
ROADWAY IMPRO
ROADWAY IMPROVEMENTS
13 26-Mar-26
13-Apr-26
RWMA1000
FPS Curb & Gutter, MAG Det 220, Type A - 27 LF
2 26-Mar-26
27-Mar-26
RWMA1010
FPS Concrete Sidewalk, MAG 230 - 177 SF
2 27-Mar-26
30-Mar-26
RWMA1020
Install AC Pavement - 1,335 SY
10 31-Mar-26
13-Apr-26
RWMA1050
Install Fencing
5 31-Mar-26
06-Apr-26
RWMA1030
Install Residential Speed Cushion, G-350 & 351 - 2 EA
1 10-Apr-26
10-Apr-26
RWMA1040
Install Final Striping
1 13-Apr-26
13-Apr-26
47th AVENUE
47th AVENUE
239 14-Apr-26
12-Mar-27
REMOVALS & ABA
REMOVALS & ABANDONMENT
33 14-Apr-26
28-May-26
REM47TH100 Remove Existing Fencing - 78 LF
3 14-Apr-26
16-Apr-26
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Apr
May
Jun
2026
2027
11-Apr-27, GLE
11-Apr-27, PRE
11-Apr-27, PHA
11-Apr-27, GMP
11-Apr-27, MILE
GMP 1A Council Approval
Notice to Proceed
Mobilization
Substantial Completion
Final Completio
14-Jan-26, SUBMITTAL DEVELOPMENT
Storm Drain Piping
Storm Drain Manholes
Waterline Materials
21-Jan-26, SUBMITTAL REVIEW & APPROVAL
Storm Drain Piping
Storm Drain Manholes
Waterline Materials
05-Feb-26, MATERIAL PROCUREMENT
Storm Drain Piping
Storm Drain Manholes
Waterline Materials
12-Mar-27, CONSTRUC
12-Mar-27, PHASE A - M
13-Apr-26, MISSOURI AVENUE
06-Feb-26, REMOVALS
Remove Concrete Curb & Gutter - 27 LF
Remove Sidewalk - 177 SF
Remove Concrete Slab - 553 SF
Remove Existing Fencing
Remove Asphalt Pavement - 1,335 SY
Remove Pipe, Backfill & Compact - 17 LF
26-Mar-26, UTILITY INSTALLATION
DLB 66" RGRCP, Class IV Storm Drain - 381 LF
DLB 66" RGRCP, Class V Storm Drain - 1,608 LF
FPS Storm Drain Headwall, MAG 501-3 - 1 EA
Install Storm Drain Manhole, MAG Det 521 & COP 1560 - 8 EA
Install Riprap, D50=9" - 35 CY
DLB 12" HDPE Storm Drain - 19 LF
13-Apr-26, ROADWAY IMPROVEMENTS
FPS Curb & Gutter, MAG Det 220, Type A - 27 LF
FPS Concrete Sidewalk, MAG 230 - 177 SF
Install AC Pavement - 1,335 SY
Install Fencing
Install Residential Speed Cushion, G-350 & 351 - 2 EA
Install Final Striping
12-Mar-27, 47th AVENU
28-May-26, REMOVALS & ABANDONMENT
Remove Existing Fencing - 78 LF
GLENDALE - BH SD - PHASE A (DRAFT)
Actual Work
Remaining Work
Critical Remaining Work
Milestone
Summary
Current Date: 04-Nov-25 13:15
Data Date:09-Sep-25
Page 1 of 2
Activity ID
Activity Name
Original
Duration
Start
Finish
REM47TH101 Remove Concrete Curb & Gutter - 471 LF
3 17-Apr-26
21-Apr-26
REM47TH102 Remove Concrete Sidewalk - 1,734 SF
3 22-Apr-26
24-Apr-26
REM47TH103 Remove AC Pavement - 5,997 SY
6 27-Apr-26
04-May-26
REM47TH110 Remove Valley Gutter - 1,497 SF
3 27-Apr-26
29-Apr-26
REM47TH104 Remove Pipe, Backfill, & Compact - 99 LF
1 05-May-26
05-May-26
REM47TH105 Remove Catch Basins - 4 EA
2 06-May-26
07-May-26
REM47TH106 Remove Headwall - 2 EA
1 08-May-26
08-May-26
REM47TH107 Remove Sanitary Sewer Manhole - 1 EA
2 11-May-26
12-May-26
REM47TH108 Remove Asbestos Concrete Pipe - 230 LF
11 13-May-26
27-May-26
REM47TH109 Abandon, Cap, & Plug Existing Storm Drain Piping - 10 EA
12 13-May-26
28-May-26
UTILITY INSTALLA
UTILITY INSTALLATION
214 06-May-26
01-Mar-27
UTL47TH1000 DLB 54" RGRCP, Class III Storm Drain - 2,393 LF
87 06-May-26
03-Sep-26
UTL47TH1170 16" DIP Waterline - 79 LF
3 07-May-26
11-May-26
UTL47TH1030 DLB 30" RGRCP, Class III Storm Drain - 248 LF
6 20-May-26
27-May-26
UTL47TH1140 6" DIP Waterline - 80 LF
4 22-May-26
27-May-26
UTL47TH1160 12" DIP Waterline - 20 LF
1 27-May-26
27-May-26
UTL47TH1150 8" DIP Waterline - 91 LF
5 03-Jun-26
09-Jun-26
UTL47TH1010 DLB 48" RGRCP, Class III Storm Drain - 1,376 LF
50 04-Sep-26
12-Nov-26
UTL47TH1050 Install Storm Drain Manhole, MAG 520 & 522 - 8 EA
26 18-Sep-26
23-Oct-26
UTL47TH1060 Install Storm Drain Manhole, MAG 522 & COP 1560 - 7 EA
27 25-Sep-26
02-Nov-26
UTL47TH1020 DLB 36" RGRCP, Class III Storm Drain - 785 LF
15 13-Nov-26
03-Dec-26
UTL47TH1040 DLB 15" RGRCP, Class III Storm Drain - 484 LF
18 04-Dec-26
29-Dec-26
UTL47TH1130 Inlet Headwall with Trashrack - 1 EA
6 04-Dec-26
11-Dec-26
UTL47TH1070 FPS Triple CB, Type "Q", Mod for Roll Curb - 1 EA
3 30-Dec-26
01-Jan-27
UTL47TH1080 FPS Triple CB, Type "Q", Per COP Std Dtl P1572 Dtl A - 7 EA
21 04-Jan-27
01-Feb-27
UTL47TH1090 FPS Catch Basin, COG G-300, Type M-1, L=17' - 7 EA
20 02-Feb-27
01-Mar-27
UTL47TH1100 FPS Catch Basin, COG G-300, Type M-1, L=17', Mod Roll C
6 09-Feb-27
16-Feb-27
UTL47TH1110 FPS Catch Basin, COG G-300, Type M-1, L=10' - 1 EA
3 11-Feb-27
15-Feb-27
UTL47TH1120 FPS Catch Basin, COG G-300, Type M-2, L=17' - 1 EA
4 16-Feb-27
19-Feb-27
ROADWAY IMPRO
ROADWAY IMPROVEMENTS
53 30-Dec-26
12-Mar-27
RW47TH1000 FPS Curb & Gutter, MAG Det 220, Type A - 381 LF
6 30-Dec-26
06-Jan-27
RW47TH1010 FPS Roll Curb & Gutter, MAG Det 220, Type C - 85 LF
2 06-Jan-27
07-Jan-27
RW47TH1020 FPS Concrete Sidewalk, MAG 230 - 1,734 SF
6 07-Jan-27
14-Jan-27
RW47TH1030 FPS Single Curb, MAG Det 222, Type A - 5 LF
1 08-Jan-27
08-Jan-27
RW47TH1040 FPS Valley Gutter, MAG Det 240 - 108 SF
2 11-Jan-27
12-Jan-27
RW47TH1050 FPS Median Paving, 4" Thick - 12 SF
1 13-Jan-27
13-Jan-27
RW47TH1060 Install AC Pavement - 5,997 SY
39 15-Jan-27
10-Mar-27
RW47TH1070 Install Fencing
5 29-Jan-27
04-Feb-27
RW47TH1080 Install Residential Speed Cushion, G-350 & 351 - 4 EA
2 09-Mar-27
10-Mar-27
RW47TH1090 Install Final Striping
2 11-Mar-27
12-Mar-27
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Apr
May
Jun
2026
2027
Remove Concrete Curb & Gutter - 471 LF
Remove Concrete Sidewalk - 1,734 SF
Remove AC Pavement - 5,997 SY
Remove Valley Gutter - 1,497 SF
Remove Pipe, Backfill, & Compact - 99 LF
Remove Catch Basins - 4 EA
Remove Headwall - 2 EA
Remove Sanitary Sewer Manhole - 1 EA
Remove Asbestos Concrete Pipe - 230 LF
Abandon, Cap, & Plug Existing Storm Drain Piping - 10 EA
01-Mar-27, UTILITY INSTAL
DLB 54" RGRCP, Class III Storm Drain - 2,393 LF
16" DIP Waterline - 79 LF
DLB 30" RGRCP, Class III Storm Drain - 248 LF
6" DIP Waterline - 80 LF
12" DIP Waterline - 20 LF
8" DIP Waterline - 91 LF
DLB 48" RGRCP, Class III Storm Drain - 1,376 LF
Install Storm Drain Manhole, MAG 520 & 522 - 8 EA
Install Storm Drain Manhole, MAG 522 & COP 1560 - 7 EA
DLB 36" RGRCP, Class III Storm Drain - 785 LF
DLB 15" RGRCP, Class III Storm Drain - 484
Inlet Headwall with Trashrack - 1 EA
FPS Triple CB, Type "Q", Mod for Roll Curb -
FPS Triple CB, Type "Q", Per COP S
FPS Catch Basin, COG G-3
FPS Catch Basin, COG G-300,
FPS Catch Basin, COG G-300,
FPS Catch Basin, COG G-300
12-Mar-27, ROADWAY I
FPS Curb & Gutter, MAG Det 220, Type A -
FPS Roll Curb & Gutter, MAG Det 220, Typ
FPS Concrete Sidewalk, MAG 230 - 1,73
FPS Single Curb, MAG Det 222, Type A - 5
FPS Valley Gutter, MAG Det 240 - 108 SF
FPS Median Paving, 4" Thick - 12 SF
Install AC Pavement - 5,9
Install Fencing
Install Residential Speed
Install Final Striping
GLENDALE - BH SD - PHASE A (DRAFT)
Actual Work
Remaining Work
Critical Remaining Work
Milestone
Summary
Current Date: 04-Nov-25 13:15
Data Date:09-Sep-25
Page 2 of 2
City of Glendale Standard Form Agreement Between Owner and CM@Risk (January 28, 2025)
EXHIBIT H
Dispute Resolution Procedures
1.
Disputes.
1.1
Each Dispute arising out of or related to this Agreement (including Disputes
regarding any alleged breaches of this Agreement) shall be initiated and decided
under the provisions of this Exhibit.
1.2
CMAR and City shall each designate in writing to the other party, from time to
time, a member of senior management who shall be authorized to attempt to
expeditiously resolve any Dispute relating to the subject matter of this Agreement
in an equitable manner.
1.3
A party shall initiate a Dispute by delivery of written notice to the members of
management designated by the respective parties under Section 1.2 of this Exhibit.
1.4
The parties must:
(A)
Attempt to resolve all Disputes promptly, equitably and in a good faith
manner; and
(B)
Provide each other with reasonable access during normal business hours to
any and all non-privileged records, information and data pertaining to any
such Dispute.
1.5
With respect to matters concerning modification of the GMP or any schedule,
CMAR must first follow the provisions of any Claim procedure established by the
Design-Build Agreement before seeking relief under these Procedures.
2.
Emergency Arbitration.
2.1
If the parties are unable to accomplish resolution of a Dispute, the expedited
resolution of which either party considers necessary to prevent or mitigate a
material delay to the critical path of the Services (a "Time Sensitive Dispute")
within two days after the Time Sensitive Dispute has been initiated by a party, either
party may thereafter seek emergency relief before an emergency arbitrator (the
"Emergency Arbitrator") appointed as follows:
(A)
The parties will exercise best efforts to pre-select an Emergency Arbitrator
within 20 days after entering into this Agreement;
(B)
If the Emergency Arbitrator has not been selected at the time a party delivers
Notice of a Time Sensitive Dispute, the parties will each select a
representative within one day after the Notice is delivered and the two
representatives will then select the Emergency Arbitrator by the third day
following delivery of the Notice.
(C)
The Emergency Arbitrator shall be an attorney with at least ten (10) years’
experience with commercial construction legal matters in Maricopa County,
Arizona, be independent, impartial, and not have engaged in any business
for or adverse to either party for at least ten (10) years.
2.2
The Emergency Arbitrator will conduct a hearing and render a written
determination on the Dispute to both parties within five business days of the matter
being referred to him or her, all in accordance with Rules O-1 to O-8 of the
City of Glendale Standard Form Agreement Between Owner and CM@Risk (January 28, 2025)
American Arbitration Association ("AAA") Commercial Rules-Optional Rules for
Emergency Protection Commercial Rules ("AAA Emergency Rules").
2.3
Although the hearing will be conducted using AAA rules, unless both parties agree
otherwise, this dispute process will not be administered by the AAA but will be
conducted by the parties in accordance with these procedures.
2.4
If, however, an Emergency Arbitrator has not selected within three days after
delivery of the Notice, either party may upon three days additional notice, thereafter
seek emergency relief before the AAA, in accordance with the AAA Emergency
Rules, provided that the Emergency Arbitrator meets the qualifications set forth
above.
2.5
All proceedings to arbitrate Time Sensitive Disputes shall be conducted in
Glendale, Arizona.
2.6
Presentation, request for determination (i.e., a party’s prayer), and the Emergency
Arbitrators decision will adhere to the procedures required in Section 3.6 of this
Exhibit.
2.7
The finding of the Emergency Arbitrator with respect to any Time Sensitive
Dispute will be binding upon the parties on an interim basis during progress of the
Services, subject to review de novo by arbitration after the Project Substantial
Completion Date.
2.8
The time and extent of discovery will be as determined by the Emergency
Arbitrator.
(A)
Discovery orders of the Emergency Arbitrator will consider the time
sensitivity of the matter and the parties desire to resolve the issue in the
most time and costs efficient manner;
(B)
The parties are obligated to cooperate fully and completely in the provision
of documents and other information, including joint interviews of
individuals with knowledge such that the matter moves toward resolution
in the most time and costs efficient manner and the Emergency Arbitrator
is empowered to fashion any equitable penalty against a party that fail to
meet this obligation.
3.
Non-Emergency Arbitration.
3.1
Except as provided in Section 5 of this Exhibit, any Dispute that is either a non-
emergency Dispute that has not been resolved by negotiation, or a de novo review
of an AAA emergency arbitration will be decided by binding arbitration by a panel
of three arbitrators in accordance with, but not necessarily administered by, the
Construction Industry Rules of the AAA.
(A)
The parties shall each select an arbitrator within 15 days after notice that a
party desires to resolve a dispute by arbitration.
(B)
The two arbitrators shall then each select a third arbitrator. If an arbitrator
is not selected within any such 15 day period, then the arbitrator shall be
appointed by the AAA.
3.2
The arbitrator(s) shall meet the qualifications of Emergency Arbitrators as provided
in Section 2 of this Exhibit.
City of Glendale Standard Form Agreement Between Owner and CM@Risk (January 28, 2025)
3.3
The arbitrators do not have the authority to consider or award punitive damages as
part of the arbitrators' award.
3.4
In connection with such arbitration, each party shall be entitled to conduct up to
five depositions, and, no less than 90 days prior to the date of the arbitration hearing,
each party shall deliver to the other party copies of all documents in the delivering
party's possession that are relevant to the dispute.
3.5
The arbitration hearing shall be held within 150 days of the appointment of the
arbitrators.
3.6
At the arbitration hearing, each party will argue its position to the arbitrators in
support of one proposed resolution to the dispute (a “Proposed Resolution”).
(A)
Each party’s Proposed Resolution must be fully dispositive of the dispute.
(B)
The arbitrators must select one Proposed Resolution by majority consent
and are not free to fashion any alternative resolutions.
(C)
The parties must submit their proposed resolution of the matter to the
arbitrators and the other party 15 days prior to the date set for
commencement of the arbitration proceeding.
(D)
The decision of the arbitrators will be forwarded to the parties within 15
days after the conclusion of the arbitration hearing.
(E)
The decision of the arbitration panel is final and binding on the parties and
may be entered in any court of competent jurisdiction for the purpose of
securing an enforceable judgment.
(F)
All costs and expenses associated with the arbitration, including the
reasonable legal fees and costs incurred by the prevailing party, must be
paid by the party whose position was not selected by the arbitrators.
4.
Continuing Work. Unless otherwise agreed to in writing, CMAR must continue to
perform and maintain progress of the Work during any Dispute Resolution or arbitration
proceedings, and City will continue to make payment to CMAR in accordance with the
Agreement.
5.
Exceptions.
5.1
Neither City nor CMAR are required to arbitrate any third-party claim, cross-claim,
counter claim, or other claim or defenses in any action that is commenced by a
third-party who is not obligated by contract to arbitrate disputes with City and
CMAR.
5.2
City or CMAR may commence and prosecute a civil action to contest a lien or stop
notice, or enforce any lien or stop notice (but only to the extent the lien or stop
notice the party seeks to enforce is enforceable under Arizona law), including,
without limitation, an action under A.R.S. § 33-420, without the necessity of
initiating or exhausting the procedures of this Exhibit.
5.3
This Exhibit does not apply to, and may not be construed to require arbitration of,
any claims, actions or other process undertaken, filed, or issued by the City of
Glendale Building Safety Department, Code Compliance Department, Police
Department, Fire Department, or any other agency of City acting in its
City of Glendale Standard Form Agreement Between Owner and CM@Risk (January 28, 2025)
governmental permitting, for the benefit of public health, safety, and welfare, or
other regulatory capacity.
5.4
In connection with any arbitration, the arbitrators do not have the authority to, and
may not enforce, any provision of the Federal or Arizona Rules of Civil Procedure.