Change Order - Achen Gardner

Project Name: Chandler Heights Road Utility Relocations – GMP 3 
Page 1 
Project No.: WW2111.401 
 Rev. 4/22/2022 
CITY OF CHANDLER 
CHANGE ORDER NO. 
2 
DATE 
5/23/22 
Change Order not valid until signed by both the City and the Contractor.  Contractor’s signature indicates agreement 
herewith, including any adjustments in the Contract Price or Contract Time.   
Project Name: 
Chandler Heights Road Utility Relocations – GMP 3 
Project No.: 
WW2111.401 
User Dept.: 
PW&U 
NTP Date: 
3/28/2022 
TO: 
Achen-Gardner Construction, LLC 
550 S. 79th St. Chandler, AZ 85226 
(CONTRACTOR) 
(Address) 
Contractor must make the following changes to this contract: (Detail scope change (Exh. A) / cost 
breakdown (Exh. B), if needed) 
The following contract Change Order represents the GMP for the Phase III of the Chandler 
Heights Road Utility Relocations as presented in Exhibit D for the proposed work along Alma School 
Road from Lake Drive to Chandler Heights Road, and along Chandler Heights Road from Alma School 
Road to east of Arizona Avenue, west of the railroad. The contract time will also be extended an 
additional 150 calendar days to allow the contractor to perform this portion of the work.  
OWNER NAME & DATE APPROVAL: 
Kim Moon 5/24/2022 
Changes result in the following revised contract amount and time: 
Original contract amount: 
$1,371,579.28 
Current contract amount, prior to this Change Order: (incl. previous Change 
Orders) 
$4,768,519.68 
Net change resulting from this Change Order: (if over $50,000 from contract 
amount previously approved by Council, Council approval is required)  
$12,791,222.90 
Revised contract amount, including this Change Order: 
$17,559,742.58 
Last contract amount approved by Council: 
$4,768,519.68 
Change Order  % of last contract amount approved by Council: (if over 10% 
of previous contract amount approved by Council, Council approval is required)  
268% 
Contract time or completion date prior to this Change Order: (incl. 
previous Change Orders) 
140 
or 
Days 
Date 
Net change resulting from this Change Order: 
150 
Days 
Revised contract time OR completion date: 
290 
or 
Days 
Date 
SIGNATURE PAGE TO FOLLOW

THE ABOVE IS AGREED TO BY: 
"CITY" CITY OF CHANDLER 
MAYOR 
RECOMMENDED BY: 
Kimberly Moon, P.E. 
CIP City Engineer 
APPROVED AS TO FORM: 
City Attorney 
ATTEST: 
City Clerk 
• 
C: 
Owner I Project Mgr 
Seal 
Project Name: Chandler Heights Road Utility Relocations - GMP 3 
Project No.: WW211 1.401 
Rev. 4/22/2022 
"CONTRACTOR" 
Print Name 
President 
Title 
dspitza@achen.com 
Signer Email Address 
Page 2

EXHIBIT D: 
GMP PROPOSAL FOR CITY OF CHANDLER ‐ CHANDLER HEIGHTS ROAD UTILITY 
RELOCATIONS (ALMA  SCHOOL ROAD AND CHANDLER HEIGHTS ROAD) CMAR PROJECT 
May 20, 2022 
City of Chandler 
Mr. Paul Ahlas 
215 E. Buffalo Street 
Chandler, Arizona 85224 
City of Chandler Project No.:  WW2111.401 
Achen‐Gardner Construction, LLC Project No.: 3938103 
Dear Mr. Ahlas: 
Attached please find Achen‐Gardner Construction, LLC’s (“Achen‐Gardner”) GMP Proposal (“Proposal”) 
including Schedule of Values (SOV) for installation of 6”, 8”, 12” & 16” water lines and 8” & 12” sewer.   
This GMP Proposal total for the Direct Cost and markups is $10,659,352.42 (excluding Owner Allowance 
(Item 10700) or $2,131,870.48). Achen‐Gardner does not guarantee the Owner Allowance amount. 
Should you have any questions and/or comments, please feel free to contact me Lat (480) 403‐9399 or 
e‐mail dbroderick@achen.com.   
Sincerely, 
ACHEN‐GARDNER CONSTRUCTION, LLC  
Dan Broderick, Sr. Project Manager 
Attachments

INDEX OF EXHIBITS 
 
MAY 20, 2022 
CITY OF CHANDLER – CHANDLER HEIGHTS ROAD UTILITY RELOCATI0NS 
 GMP PROPOSAL FOR ALMA SCHOOL ROAD AND CHANDLER HEIGHTS ROAD 
PROJECT NO:  WW2111.401 
 
 
Exhibit D1: 
Scope of Work 
Exhibit D2: 
Cost Model Form 
Exhibit D3: 
Schedule of Values 
Exhibit D4: 
List of GMP Documents 
Exhibit D5 
Clarifications and Assumptions 
Exhibit D6: 
Subcontractor and Supplier Solicitation Documentation, Award 
 
 
 
Recommendations and Quotes 
Exhibit D7: 
Baseline Project Schedule

EXHIBIT D1:  SCOPE OF WORK 
 
MAY 20, 2022 
CITY OF CHANDLER – CHANDLER HEIGHTS ROAD UTILITY RELOCATI0NS 
 GMP PROPOSAL FOR ALMA SCHOOL ROAD AND CHANDLER HEIGHTS ROAD 
PROJECT NO:  WW2111.401 
 
 
The overall project scope includes the relocation of existing City‐ owned wastewater, reclaimed water 
and potable water pipes to clear an alignment for a proposed SRP undergrounding of a 230‐Kilowatt 
transmission system.  These relocations will occur on Chaparral Way (Dobson Road to Lake Drive) ‐
Package no. 1, on Lake Drive (Chaparral to Alma School) ‐ Package no. 2, on Alma School Road (Lake 
Drive to Chandler Heights Road) and Chandler Heights (Alma School Road to the Union Pacific Railroad) ‐ 
Package 3, then work on Chandler Heights east of the Union Pacific Railroad ‐ Package 4.   
 
The Package 3 GMP project scope on Alma School Road/Chandler Heights Road includes the installations 
of approximately: (266 LF of 6”/1448 LF of 8”/89 LF of 12”/197 LF of 16”) waterlines with valves and 
fittings, (327 LF of 8”/798 LF of 12”) reclaimed water with valves and fitting and (48 LF of 8”/1694 LF of 
12”) sewer with nine new Polymer manholes.  The replacement of existing concrete and asphalt surfaces 
due to the construction are included.

EXHIBIT D2:  COST MODEL FORM  
 
MAY 20, 2022 
CITY OF CHANDLER – CHANDLER HEIGHTS ROAD UTILITY RELOCATI0NS 
 GMP PROPOSAL FOR ALMA SCHOOL ROAD AND CHANDLER HEIGHTS ROAD 
PROJECT NO:  WW2111.401 
 
 
Page 1 of 2 
Date: 20‐May‐22
Chandler Heights Road Utility Relocations
Amount
A. Cost of Work
     A1 Cost of Work (self‐performed, subcontractors, suppliers no mark‐up)
$8,246,076.78
     A2 Cost of Work (subcontractors, suppliers, materialmen)
TOTAL COST OF WORK:
$8,246,076.78
B. General Conditions
$852,814.38
$9,098,891.16
C. CM@Risk's Fee 
$818,900.20
SUBTOTAL 2 (A + B + C):
$9,917,791.36
D. Bonds and Insurance (on Subtotal 1) 
     D1 Bonds (Payment and Performance)
$72,791.13
     D2 Insurance
$177,428.38
$250,219.51
SUBTOTAL 3 (SUBTOTAL 2 + BONDS & INS):
$10,168,010.87
E. Sales Tax 
     E1 Sales Tax
$515,518.15
     E2 Tax Exempt Material Adjustment
‐$24,176.60
$491,341.55
EXHIBIT D2
TOTAL BONDS & INSURANCE:
TOTAL SALES TAX:
CM@RISK GMP SUMMARY
Project Name:
Project Location:
City of Chandler Project No.:
Alma School/Chandler Heights
WW2111.401
SUBTOTAL 1 (Cost of Work) (A + B):

EXHIBIT D2:  COST MODEL FORM  
 
MAY 20, 2022 
CITY OF CHANDLER – CHANDLER HEIGHTS ROAD UTILITY RELOCATI0NS 
 GMP PROPOSAL FOR ALMA SCHOOL ROAD AND CHANDLER HEIGHTS ROAD 
PROJECT NO:  WW2111.401 
 
 
 
 
 
 
 
 
 
 
 
Page 2 of 2 
F. Approved Allowances
     F1 Allowances with F2
$0.00
     F2 Owner Allowance
$2,131,870.48
$2,131,870.48
G. Contingencies
    G1 
Construction Contingency
$0.00
    G2
$0.00
$0.00
$12,791,222.90
Establishment of Values:
a. Cost of Work (A) and Allowances (F) to be submitted with GMP Proposal.
b. General Conditions Cost (B) to be established in Baseline Cost Model.
c. CM@Risk Fee as set forth in Section 3.7.3 of this Contract
TOTAL GMP PROPOSAL:
TOTAL ALLOWANCES:
TOTAL CONTINGENCIES:

EXHIBIT D3:  SCHEDULE OF VALUES  
MAY 20, 2022 
CITY OF CHANDLER – CHANDLER HEIGHTS ROAD UTILITY RELOCATI0NS 
 GMP PROPOSAL FOR ALMA SCHOOL ROAD AND CHANDLER HEIGHTS ROAD 
PROJECT NO:  WW2111.401 
 
 
 
 
 
 
 
 
 
 
  
Page 1 of 4 
CITY OF CHANDLER CHANDLER HEIGHTS ROAD UTILITY RELOCATONS CMAR PROJECT
5‐20‐22
PROJECT NO.:  WW2111.401
60% GMP FOR ALMA SCHOOL ROAD AND CHANDLER HEIGHTS ROAD
ACHEN‐GARDNER CONSTRUCTION PROJECT NO. 3938103
ACHEN‐GARDNER CONSTRUCTION, LLC
550 S. 79th STREET
CHANDLER, AZ 85226
PAY 
ITEM
DESCRIPTION
UM
QUANTITY
 UNIT PRICE 
TOTAL
1
MOBILIZATION/DEMOBILIZATION
LS
1.00
$136,034.55
136,034.55
$ 
2
SURVEY
LS
1.00
$19,470.00
19,470.00
$ 
3
INSTALL 6" DIP CL 350 WATERLINE & FITTINGS
LF
266.00
$1,053.99
280,361.34
$ 
4
INSTALL 6" GATE VALVE
EA
8.00
$2,250.72
18,005.76
$ 
5
INSTALL 18" STEEL CASING
LF
120.00
$571.19
68,542.80
$ 
6
INSTALL 8" DIP CL 350 WATERLINE & FITTINGS
LF
1448.00
$979.25
1,417,954.00
$ 
7
INSTALL 8" DIP CL 350 RECLAIMED WATERLINE
LF
327.00
$981.18
320,845.86
$ 
8
INSTALL 8" GATE VALVE
EA
27.00
$3,186.65
86,039.55
$ 
9
INSTALL 12" DIP CL 350 WATERLINE & FITTINGS
LF
89.00
$1,091.71
97,162.19
$ 
10
INSTALL 12" DIP CL 350 RECLAIMED WATERLINE
LF
798.00
$867.71
692,432.58
$ 
11
INSTALL 12" GATE VALVE
EA
7.00
$4,391.20
30,738.40
$ 
12
INSTALL 24" STEEL CASING
LF
760.00
$600.47
456,357.20
$ 
13
INSTALL 16" DIP CL 350 WATERLINE & FITTINGS
LF
197.00
$1,515.61
298,575.17
$ 
14
INSTALL 16" GATE VALVE
EA
6.00
$9,068.59
54,411.54
$ 
15
INSTALL 30" STEEL CASING
LF
80.00
$633.75
50,700.00
$ 
16
CONNECT TO EXISTING 16" WATERLINE W/ TEE
EA
10.00
$12,056.13
120,561.30
$ 
17
CONNECT TO EXISTING 24" WATERLINE W/ TEE
EA
2.00
$19,141.21
38,282.42
$ 
18
INSTALL 1" COMBO AIR VAC VALVE
EA
8.00
$8,512.94
68,103.52
$ 
19
INSTALL FIRE HYDRANT COC STD DET C‐303
EA
8.00
$6,505.21
52,041.68
$ 
20
REMOVE AND SALVAGE EXISTING FIRE HYDRANT
EA
8.00
$1,710.91
13,687.28
$ 
21
ABANDON EXISTING 8" WATERLINE/GROUT FILL
LF
1437.00
$72.89
104,742.93
$ 
22
ABANDON EXISTING 12" WATERLINE/GROUT FILL
LF
605.00
$74.89
45,308.45
$ 
23
ABANDON EXISTING 16" WATERLINE/GROUT FILL
LF
185.00
$80.86
14,959.10
$ 
24
ABANDON EXISTING 12" SEWERLINE/GROUT FILL
LF
771.00
$65.04
50,145.84
$ 
25
REMOVE 12" SEWERLINE
LF
460.00
$371.33
170,811.80
$ 
26
REMOVE EXISTING MANHOLE
EA
3.00
$12,212.75
36,638.25
$ 
27
ABANDON EXISTING MANHOLE
EA
4.00
$4,071.58
16,286.32
$ 
28
REMOVE & REPLACE 8" VCP SEWERLINE
LF
48.00
$1,634.76
78,468.48
$ 
DESIGN DOCUMENT STAGE:   60% WILSON
EXHIBIT D3 ‐ SCHEDULE OF VALUES 60% GMP

EXHIBIT D3 
Page 2 of 4 
 
29
REMOVE & REPLACE 12" VCP SEWERLINE
LF
322.00
$956.06
307,851.32
$ 
30
INSTALL 12" VCP SEWER LINE
LF
1372.00
$635.24
871,549.28
$ 
31
INSTALL 60"  POLYMER MANHOLE
EA
9.00
$39,283.91
353,555.19
$ 
32
CONCRETE ENCASEMENT MAG 404
LF
220.00
$294.96
64,891.20
$ 
33
EXISTING VALVE ADJUSTMENT
EA
8.00
$450.00
3,600.00
$ 
34
ASPHALT REMOVAL & REPLACEMENT
SY
5202.00
$121.16
630,274.32
$ 
35
TEMPORARY ASPHALT INSTALL & REMOVE
SY
100.00
$62.45
6,245.00
$ 
36
SURVEY MONUMENT MAG 120 TYPE A
EA
8.00
$350.00
2,800.00
$ 
37
REMOVE MEDIAN PAVERS
SF
1600.00
$20.97
33,552.00
$ 
38
SIDEWALK REMOVAL & REPLACEMENT
SF
2656.00
$14.27
37,901.12
$ 
39
SIDEWALK RAMP REMOVAL & REPLACEMENT
SF
774.00
$28.01
21,679.74
$ 
40
VERTICAL CURB & GUTTER REMOVAL & REPLACEMENT
LF
704.00
$34.99
24,632.96
$ 
41
SINGLE CURB REMOVAL & REPLACEMENT
LF
600.00
$34.65
20,790.00
$ 
42
VALLEY GUTTER REMOVAL & REPLACMENT
SF
1865.00
$31.67
59,064.55
$ 
43
CONCRETE SCUPPER COC C‐500 REMOVAL & REPLACEMENT
SF
960.00
$70.41
67,593.60
$ 
44
SWPPP
LS
1.00
$55,128.85
55,128.85
$ 
45
SEWER BYPASS
LS
1.00
$847,299.34
847,299.34
$ 
SUBTOTAL ‐ DIRECT COST OF THE WORK (A1)
8,246,076.78
$ 
46
GENERAL CONDITIONS EXHIBIT D2, (B)
MO
6 $        142,135.73 
852,814.38
$ 
9,098,891.16
$ 
10100
OVERHEAD AND FEE (7.5% OH, 1.5% FEE) EXHIBIT D2, (C)
9.00%
818,900.20
$ 
SUBTOTAL ‐ OVERHEAD AND FEE 
818,900.20
$ 
9,917,791.36
$ 
10200
INSURANCE (INCL. BUILDERS RISK & POLLUTION LIABILITY)
EX D2,(D2)
1.95% (Calc on RT #1) 
177,428.38
$ 
10300
BONDS (PAYMENT & PERFORMANCE)
EX D2,(D1)
0.80% (Calc on RT #1) 
72,791.13
$ 
SUBTOTAL ‐ INSURANCE AND BONDS
250,219.51
$ 
10,168,010.87
$ 
10400
SALES TAXES (5.07% or 7.8% of 65% of Running Total No. 3  EX, D2(E1)
5.070%
515,518.15
$ 
10450
ESTIMATED TAX EXEMPT MATERIAL ADJ. (ALLOWANCE) EX, D2 (E2)
5.070% $          86,654.00 
(24,176.60)
$ 
SUBTOTAL ‐ SALES TAXES
491,341.55
$ 
10,659,352.42
$ 
47‐53
ALLOWANCES EXHIBIT D2, (F1) Included in (F2)
AL
0.0
$                         ‐   
‐
$ 
10700
OWNER'S ALLOWANCE(AMOUNT INLC. MARK‐UPS (F2)
20.0%
2,131,870.48
$ 
SUBTOTAL ‐ ALLOWANCES AND CONTINGENCY (INCL MUs)
2,131,870.48
$ 
12,791,222.90
$ 
TOTAL GMP PROPOSAL
RUNNING TOTAL NO. 4 ‐ DIRECT COST OF THE WORK, + OH & FEE + INS & BOND + SALES TAXES)
RUNNING TOTAL NO. 3  ‐ DIRECT COST OF THE WORK + OH & FEE + INS & BOND 
RUNNING TOTAL NO. 1 ‐ DIRECT COST OF THE WORK INCLUDING GCs
RUNNING TOTAL NO. 2  ‐ DIRECT COST OF THE WORK + OH & FEE

Exhibit D3 
Page 3 of 4 
 
CITY OF CHANDLER CHANDLER HEIGHTS ROAD UTILITY RELOCATONS CMAR PROJECT
5‐20‐22
PROJECT NO.:  WW2111.401
60% GMP FOR ALMA SCHOOL ROAD AND CHANDLER HEIGHTS ROAD
ACHEN‐GARDNER CONSTRUCTION PROJECT NO. 3938103
ACHEN‐GARDNER CONSTRUCTION, LLC
550 S. 79th STREET
CHANDLER, AZ 85226
PAY ITEM DESCRIPTION
QUANTITY
UM UNIT PRICE
TOTAL
46.1
PROJECT SUPERINTENDENT 
3,168.00
HR
109.41
 
346,610.84
46.2
SPECIALTY SUPERINTENDENT
1,056.00
HR
104.02
 
109,842.28
46.3
PROJECT MANAGER 
528.00
HR
109.42
 
57,775.16
46.4
PROJECT ENGINEER 
1,056.00
HR
93.81
 
99,062.80
46.5
ICE AND WATER
6.00
MO
660.00
 
3,960.00
46.6
BUY CONSTRUCTION WATER
6.00
MO
2,150.00
 
12,900.00
46.7
YARD SUPPORT
6.00
MO
21,945.00
 
131,670.00
46.8
TEMPORARY FACILITIES
6.00
MO
15,165.55
 
90,993.30
GENERAL CONDITIONS (DIRECT COSTS)
852,814.38
46
MONTHLY GENERAL CONDITIONS
6
MO 142,135.73
NOTE
See Main Schedule of Values Pay Item 46 for GCs 
DESIGN DOCUMENT STAGE:   60% 
WILSON
 ITEM 46 ‐ GENERAL CONDITIONS DETAIL

Exhibit D3 
Page 4 of 4 
 
CITY OF CHANDLER CHANDLER HEIGHTS ROAD UTILITY RELOCATONS CMAR PROJECT
5‐20‐22
PROJECT NO.:  WW2111.401
60% GMP FOR ALMA SCHOOL ROAD AND CHANDLER HEIGHTS ROAD
ACHEN‐GARDNER CONSTRUCTION PROJECT NO. 3938103
ACHEN‐GARDNER CONSTRUCTION, LLC
550 S. 79th STREET
CHANDLER, AZ 85226
PAY 
ITEM
DESCRIPTION
UM
QUANTITY
 UNIT PRICE 
TOTAL
47
TRAFFIC CONTROL (ALLOWANCE)
LS
1.0
575,480.00
$       
575,480.00
$ 
48
OFF‐DUTY OFFICER (ALLOWANCE)
LS
1.0
244,800.00
$       
244,800.00
$ 
49
LANDSCAPING RESTORATION (ALLOWANCE)
LS
1.0
175,000.00
$       
175,000.00
$ 
50
TRAFFIC SIGNAL (ALLOWANCE)
LS
1.0
75,000.00
$          
75,000.00
$ 
51
MATERIAL TESTING (ALLOWANCE)
LS
1.0
50,000.00
$          
50,000.00
$ 
52
SWEEPING (ALLOWANCE)
LS
1.0
35,000.00
$          
35,000.00
$ 
53
PLANT OPENING FEES (ALLOWANCE)
LS
1.0
25,000.00
$          
25,000.00
$ 
54
ASPHALT/CONCRETE REPAIRS (ALLOWANCE)
LS
1.0
200,000.00
$       
200,000.00
$ 
1,380,280.00
 
10100
OVERHEAD AND FEE (7.5% OH, 1.5% FEE)
9.00%
124,225.20
$ 
SUBTOTAL ‐ OVERHEAD AND FEE ©
124,225.20
$ 
1,504,505.20
$ 
10200
INSURANCE (INCL. BUILDERS RISK & POLLUTION LIABILITY)
1.95% (Calc on RT #1) 
26,915.46
$ 
10300
BONDS (PAYMENT & PERFORMANCE)
0.80% (Calc on RT #1) 
11,042.24
$ 
SUBTOTAL ‐ INSURANCE AND BONDS
37,957.70
$ 
1,542,462.90
$ 
10400
SALES TAXES (5.07% or 7.8% of 65% of Running Total No. 3
5.070%
78,202.87
$ 
10450
ESTIMATED TAX EXEMPT MATERIAL ADJUSTMENT (ALLOWANCE)
SUBTOTAL ‐ SALES TAXES
78,202.87
$ 
1,620,665.77
$ 
TOTAL ALLOWANCES  (SEE MAIN SCHEDULE OF VALUES PAY ITEM 10700)
SUBTOTAL ‐ DIRECT COST OF THE ALLOWANCES 
.
DESIGN DOCUMENT STAGE:   60% WILSON
RUNNING TOTAL NO. 1  ‐ DIRECT COST  + OH & FEE 
RUNNING TOTAL NO. 2  ‐ DIRECT COST  + OH & FEE + INS & BOND

EXHIBIT D4:  LIST OF GMP DOCUMENTS 
 
MAY 20, 2022 
CITY OF CHANDLER – CHANDLER HEIGHTS ROAD UTILITY RELOCATI0NS 
 GMP PROPOSAL FOR ALMA SCHOOL ROAD AND CHANDLER HEIGHTS ROAD  
PROJECT NO:  WW2111.401 
 
 
 
Wilson Engineers City of Chandler ‐ Chandler Heights Road Utility Relocations, Alma School Road 
and Chandler Heights Road 60% plan set (pages 1 to 24), Project No. WW2111.401 dated March 
2022. 
 
Wilson Engineers Technical Specifications Submittal for City of Chandler – Chandler Heights 
Road Utility Relocations, Lake Drive: Chaparral Way to Alma School Road, City Project No. 
WW2111.401, dated February 2022 (Agency Review set, pages 1 to 99). TBD. 
 
Executed (12‐16‐21) Pre‐construction Services Contract with Achen‐Gardner Construction, LLC 
and the City of Chandler for the Chandler Heights Road Utility Relocations CMAR Project; City of 
Chandler Project No. WW2111.251. 
 
Project WW2111.401 GMP 1 ‐Package 1 (Chaparral Way – Dobson Road to Lake Dr.) proposal 
dated 1‐26‐22 and contract documents council approval of 2‐24‐22.  
 
Project WW2111.401 GMP 2 – Package 2 (Lake Drive – Chaparral Way to Alma School Road) 
proposal dated 3‐18‐22 and contract document scheduled for council approval on 4‐28‐22.

EXHIBIT D5:  CLARIFICATIONS AND ASSUMPTIONS  
 
MAY 20, 2022 
CITY OF CHANDLER – CHANDLER HEIGHTS ROAD UTILITY RELOCATI0NS 
 GMP PROPOSAL FOR ALMA SCHOOL ROAD AND CHANDLER HEIGHTS ROAD 
PROJECT NO:  WW2111.401 
 
 
 
NOTE: This GMP is based on the following clarifications and assumptions.  
 
1. Fee Exclusions:  GMP excludes all costs associated with City permit and plan review fees, Quality 
Assurance (QA) (i.e., City inspection and testing) costs, impact fees, and utility company fees, water 
meters/meter installations except for construction water, and/or any other fees not specifically 
identified herein. 
2. Unit Price Contract Administration:  This GMP will be administered as a Measured Quantity/Unit 
Price, Guaranteed Not‐to‐Exceed Contract. The Schedules of Values (Re:  Exhibit D3) is defined by the 
individual work/pay items plus fee structure, and markups (re: Exhibit D3, Items 10100 through 
10450). Final contract price/payout will be based on field measured, final completed quantities at the 
approved unit prices, approved allowance and/or contingency utilization, and approved change 
orders. It is understood that these City approved prices including mark‐ups are the “Cost of the 
Work”.  The mark‐up structure on the Schedule of Values (Exhibit D3) will apply to Change Orders 
and/or Extra Work, allowances, and contingencies.  The mark‐ups for MAG section 109.5 do not apply 
for this contract.  Pay Item under‐runs and/or unused items shall fall to Owner’s Allowance for the 
duration of the project. Quantity over‐runs shall be paid at the unit price established in the Schedule 
of Values for the pay item and shall be paid from Owner’s Allowance or Change Orders. 
3. Aerial Construction Photography:  Achen‐Gardner shall provide a pre‐construction video/photographs 
and progress photographs/videos periodically. Aerial videos shall only be provided if FAA and local 
approval is provided to fly a drone camera. Drone videos if allowed, shall be standard drone footage. 
4. Mobilization/Demobilization – includes the following monthly items as defined in the Specifications: 
the field office fencing, work area fencing for three work sites, field offices, temporary utilities, 
material testing, and toilets for the six‐month project duration. Therefore, the 
Mobilization/Demobilization Pay Item shall be invoiced monthly based on the two (2) month project 
duration.  
5. Utility Relocations / Unknown Buried Conflicts:  This GMP excludes all costs associated with removing, 
replacing and/or relocating any existing buried or overhead dry utilities and/or unknown buried 
conflicts including PCCP. 
6. Final, For‐construction Plans and Technical Provisions:  Funds required for revisions made between 
the 90% and final design documents shall come from Owners Allowance. 
7. Schedule – – The project schedule is based on working standard 8 hour regular daylight shifts that can 
include some weekends as scheduled and approved by the City. Our schedule excludes delay impacts 
due to unforeseen material supply chain issues, unforeseen utility impacts (SRP, etc.), unplanned 
traffic control impacts, working out of sequence, and or impacts from delays.

FEE SCHEDULE ITEM CLARIFICATIONS 
ITEM NO. 
DESCRIPTION 
CLARIFICATION / ASSUMPTION 
DIRECT COSTS 
1 
Mobilization 
 
Mobilization & Demobilization 
 
Pre-Construction Video & Progress Photos 
 
Project Clean-Up 
 
Known utility potholing 
 
Small Tools & Consumables 
 
Dust Permit 
 
Project Sign 
 
Quality Control based on MAG testing requirements for frequency and type. 
 
Nighttime/weekend plant opening fees. 
 
Measured and paid on lump sum basis.
2 
Survey 
 
Survey, Staking, Registered Land Surveyor Certified As-Builts 
 
Construction Redlines 
 
GIS point collection and submission per City’s GIS Mapping specifications 
 
Registered Land Surveyor Certification of as-builts 
 
Measured and paid on lump sum basis
3-6,8,9, 
11-23 
Potable Water 
 
Includes all installation work associated; dig/lay/bedding/shading/backfill per 
MAG specs and as noted on drawings, spoil/debris haul off, slurry backfill to 
full depth in asphalt per detail 101 on page M-1, ABC backfill outside of SRP 
35’ easement, connections to existing waterlines/service connections (tees), 
installation of valves, and testing (bac tee & chlorination) 
 
Includes 6”, 8”, and 16” waterline as noted on the plans. 
 
Includes 18”,24” and 30” steel casings where laterals are noted on plans; all 
lateral crossings to be placed under SRP duct banks. Each casing installation 
is based on all 35’ at one time.  
 
Work excludes cathodic protection for all DIP related components. 
 
Work includes grout fill of 1,437 LF of 8”, 605 LF of 12” and 185 LF of 16” 
abandoned waterlines per the plans. 
 
Material pricing good for 30 days. 
 
Measured and paid for as noted on Exhibit D3 unit rates summary.
7,8,10-12  
Reclaimed Water 
 
Includes all installation work associated; dig/lay/bedding/shading/backfill per 
MAG specs and as noted on drawings, spoil/debris haul off, slurry backfill to 
full depth in asphalt per detail 101page M-1, ABC backfill outside of SRP 35’ 
easement, connections to existing reclaimed waterlines/service connections 
(tees), installation of valves, and pressure testing as required. 
 
Includes 8” and 12” reclaimed waterline as noted on the plans. 
 
Material pricing good for 30 days. 
 
Measured and paid for as noted on Exhibit D3 unit rates summary.
24-32 
Sewer 
 
Includes all installation work associated; dig/lay/bedding/shading/backfill, 
spoil/debris haul off, slurry backfill to full depth in asphalt per detail 101 on 
page M-1, ABC backfill outside of the 35’ SRP easement, manhole 
connections, manhole installation/rehab as noted on plans, applicable sewer 
encasements, testing, and CCTV.  
 
Includes 8” and 12” sewer as noted on the plans. 
 
Includes new polymer manholes 60” diameter as noted on the plans. 
 
Includes removal of existing manholes and existing 12” sewer line as noted 
on the plans. 
 
Includes grouting 771 LF of 10” abandoned sewer line. 
 
Includes ABC backfill instead of MAG 404 encasement. 
 
Material pricing good for 30 days. 
 
Measured and paid for as noted on Exhibit D3 unit rates summary.

ITEM NO. 
DESCRIPTION 
CLARIFICATION / ASSUMPTION 
33-36 
Asphalt Removal & 
Replacement 
 
Includes all work associated with the construction including saw cutting, 
spoil/debris haul off, subgrade preparation, and installation of ABC, AC, 
valve adjustments, survey monuments, and tack coat..  
 
Slurry seal is excluded.  
 
Asphalt thickness to be replaced on Alma School Road/Chandler Heights 
Road at 5” Asphaltic Concrete on 12” of ABC as noted on the plans. 
 
Includes thermoplastic striping. 
 
Material pricing good for 30 days. 
 
Measured and paid for by the Square Yard.
37-43 
Concrete 
 
Includes all work associated; concrete removal, saw cutting, haul off, 
disposal, subgrade preparation, and replacement of concrete with like kind to 
match existing color and textured surfaces. Curb & Gutter replacements per 
mag 220, Single Curb, Sidewalk replacements per MAG 230 including ramps, 
median pavers, valley gutter/apron replacements per MAG 240 and concrete 
scupper C-500. 
 
Material pricing good for 30 days. 
 
Measured and paid for as noted on Exhibit D3 unit rates summary.
44 
SWPPP – Design, 
Implementation, & 
Maintenance 
 
Includes SWPPP plan, implementation of plan, inspections, and removal at 
the completion of the project.  
 
Track Out Pad 
 
Measured and paid on lump sum basis.
45 
Bypass Pumping 
 
Bypass #1 for 8” sewer at station 108+52 will include plug and vactor for 
pipe installation only, no bypass.   
 
Bypass #2 & #3 for 12” sewer at stations 118+38 and 122+64 includes a 
duration of one month.  Suction 2 MH at Basha and Fulton Ranch Blvd and 
Discharge MH at first north driveway eastside of Alma School Road for 
Fulton Ranch Promenade.  Bypass 2 is reversed for 3. 
 
 Bypass #4 for 12” sewer station 130+78 to 132+18 includes a duration of 2 
months.  Suction MH #A is located on eastside Alma School south of 
Chandler Heights at approximately Nolan Way and suction MH #B is located 
on the northeast corner of Alma School/Chandler Heights.  The discharge 
MH is located on the eastside of Alma School between first and second 
driveway north of Chandler Heights for the Fulton Ranch Promenade. Two 
business services on the southeast corner of Alma School and Chandler 
Heights are included to be bypassed with new suction manholes and 
monitored 4” pump sets. 
 
Bypass #5 for 12” sewer station 153+87 and station 150+98 to 162+09 
includes a duration of 4 months.  Suction MH A (new MH for bypass) is 
located southside of Chandler Heights at Colorado St. Suction MH B is 
located on southside of Chandler Heights first driveway east of Arizona Ave.  
Suction MH C is located on eastside of Arizona Ave at first driveway north 
of Chandler Heights.  Suction MH D is located on the eastside of Arizona 
Ave., south of Chandler Heights and just south of the first driveway.  Suction 
MH D is to be suctioned as required with a vactor.  The discharge manhole is 
located on the northside of Chandler Heights at the first driveway west of 
Arizona Ave.   
 
Measured and paid on lump sum basis.

ITEM NO. 
DESCRIPTION 
CLARIFICATION / ASSUMPTION 
46 
General Conditions 
 
Includes cost of Project Management – (3 each) Project Supt., Specialty 
Supt. Project Manager, Project Engineer and vehicles.   
 
Ice/drinking water and construction water. 
 
Temporary Facilities (6.0 months) – trailer, fencing, electrical service, 
yard rental, toilets, and trailer furnishings. 
 
Assumption is that GMP 1 timeframe for 2 months (April/May) gives 
GMP 2 a sequenced start directly after GMP 1 for 2.0 months (June/July), 
GMP 3 for 6 months (August thru January) with no gap.  One month is 
included for final completion. Should a nonconsecutive work time gap 
exist the additional time would be funded out of Owner Contingency. 

Measured and paid on a monthly basis.
ALLOWANCES 
47 
Traffic Control (Allowance) 
 
Traffic Control restrictions of one lane in each direction except for the 
installation of casings are the basis of the project schedule. 
 
Traffic Control includes barricades and signage for the project. 
 
Message Boards – includes Variable Message Boards with installation and 
removal labor.  
 
Traffic Control Plans - includes preparation, submission, and updates of 
Traffic Control Plans (TCP). 
 
Traffic Control setup & takedown - includes installation, daily maintenance, 
and removal of barricades and signage in accordance with approved TCP. 
 
Traffic control includes project plating. 
 
Traffic control includes jersey barrier with installation/removal labor. 
 
Measured and paid for on a cost-plus markups basis unless unit prices can be 
utilized where applicable out of owner contingency F2. 
        48 
Off Duty Police Officer w/ 
vehicle (Allowance) 
 
Chandler Off-Duty Police Office and Vehicle. 
 
Hourly rate may be adjusted to match actual costs incurred (City rates could 
be subject to change during the duration of the project). 
 
Measured and paid on an hourly basis out of owner allowance F2.
49 
 
Landscape Restoration 
(Allowance) 
 
Includes all work associated including granite removal, spoil/debris haul off, 
subgrade preparation, replacement of decomposed granite, replacement of 
trees/shrubs, restoration of existing irrigation system and median pavers.   
 
Measured and paid for on a cost-plus markups basis unless unit prices can be 
utilized where applicable out of owner allowance F2. 
50 
 
Traffic Signal (Allowance) 
 
Includes all work associated with the installation of temporary signals. 
 
Measured and paid for on a cost-plus markups basis unless unit prices can be 
utilized where applicable out of owner allowance F2. 
51 
Material Testing (Allowance) 
 
Includes all work associated with Quality Control based on MAG testing 
requirements for frequency and type. 
 
Measured and paid for on a cost-plus markups basis unless unit prices can be 
utilized where applicable out of owner allowance F2. 
52 
Sweeping (Allowance) 
 
Includes all work associated with sweeping for dust control to and from the 
site. 
 
Measured and paid for on a cost-plus markups basis unless unit prices can be 
utilized where applicable out of owner allowance F2. 
53 
 
Plant Opening (Allowance) 
 
Includes all work associated with additional plant opening fees. 
 
Measured and paid for on a cost-plus markups basis unless unit prices can be 
utilized where applicable out of owner allowance F2. 
54 
Concrete/Asphalt Repair 
(Allowance) 
 
Includes the removal and replace of existing asphalt/concrete as a result of 
construction activities.   
 
Measured and paid for on a cost-plus markups basis unless unit prices can be 
utilized where applicable out of owner allowance F2. 
10700 
Owner’s Allowance (F2) 
 
For City requested upgrades and changes per Construction Contract Article 
15.4.2 Owner’s Contingency. 
 
Measured and paid for on a cost-plus markups basis unless unit prices can be

ITEM NO. 
DESCRIPTION 
CLARIFICATION / ASSUMPTION 
utilized where applicable. 
CMAR FEE 
10100 
CMAR Construction Fee 
 
Measured and paid on calculation of 9.0% of subtotal direct costs, 
contingencies, allowances, and job overhead. 
BONDS AND INSURANCE 
10200 
Insurance 
 
Measured and paid on calculation of 1.95% of subtotal for direct costs. 
10300 
Performance and Payment 
Bonds 
 
Measured and paid on calculation of .8% of subtotal for direct costs. 
 
 
 
SALES TAX 
10400 
Gross Receipts Tax 
 
Calculated based on 65% of 7.8% City of Chandler Sales Tax rate. 
 
Calculation may be adjusted to match actual sales tax incurred (City rates 
could be subject to change during the duration of the project). 
 
Measured and paid on calculation of 5.07% of subtotal direct costs, 
contingencies, allowances, job overhead, CMAR fee, bonds and insurance. 
10450 
 
Tax Exempt Material 
Adjustment 
 
Tax Exempt material adjustment for water line materials per Title 42 of the 
Arizona Revised Statutes (also reference AZDOR code 535 Pipes or Valves, 
4” diameter or large used to transport oil, natural/artificial gas, water, coal 
slurry). 
 
Measured and paid on lump sum basis.
 
** Allowance options with values are referenced above; allowance items can be reallocated to the base 
bid as requested.

EXHIBIT D6:  SUBCONTRACTOR AND SUPPLIER SOLICITATION DOCUMENTATION, 
AWARD RECOMMENDATIONS, AND QUOTES 
 
MAY 20, 2022 
CITY OF CHANDLER – CHANDLER HEIGHTS ROAD UTILITY RELOCATI0NS 
 GMP PROPOSAL FOR ALMA SCHOOL ROAD AND CHANDLER HEIGHTS ROAD  
PROJECT NO:  WW2111.401 
 
 
See following subcontractor and supplier award recommendations spreadsheet with quotes. 
 
1) This Proposal is based on recommended awarded subcontractor and supplier resource values and 
related proposals/quote clarifications, inclusions, exclusions, escalation clauses, and qualifications.  
These proposals/quotes follow this summary sheet. 
2) This summary reflects competitive bids with a specific scope/Schedule of Values provided to all 
subcontractors and suppliers at the time of solicitation.  Actual quantities and extended totals 
reflected in the SOV may be different based on final quantity and cost adjustments due to ongoing 
revisions. 
 
5/20/2022
SCOPE OF WORK/MATERIAL SUBCONTRACTOR/SUPPLIER
BID/NO BIBID AMOUNT
SELECTION NOTES
RECOMMENDATION
AGGREGATES
Buesing Corp
B
615,840.00
$          
Lowest Qualified Bidder
AGGREGATES
Cemex Inc
B
635,085.00
$          
ASPHALT
Fisher Sand and Gravel
B
174,712.00
$          
ASPHALT
Vulcan Materials
B
184,557.00
$          
Lowest Reliable Source/Fisher cannot reliably provide
BYPASS
Capital Pump & Equipment
B
700,620.00
$          
Lowest Qualified Bidder
BYPASS
Rain For Rent
B
1,047,961.00
$       
CASING
Trinity Products
B
150,665.60
$          
Selection Continuation Pck 1&2
GROUT
Action Pumping
B
‐
$                         
No Longer Qualified Bidder
GROUT
Cell‐Crete Corporation
B
103,818.00
$          
Lowest Qualified Bidder
GROUT
Pacific International Grout Company
N
No Bid Submitted
PIPEPK
Core&Main
B
570,736.00
$          
Selection Continuation Pck 1&2
POLYMH
Armorock
B
154,136.07
$          
REDIMIX
Arizona Materials LLC
B
695,562.64
$          
Price escalations
REDIMIX
Achen Gardner Composite
B
747,313.98
$          
Use to account for need to use mulitple vendors/escalations
REDIMIX
Desert Redi Mix
B
758,033.13
$          
NO PRICE/DELIVERY GUARANTEE 
SURVEY
Atwell, LLC
N
No Bid Submitted
SURVEY
Benchmark Surveying & Consulting
N
No Bid Submitted
SURVEY
Survey Innovations Group Inc.
B
19,470.00
$             
Lowest Qualified Bidder
VENDOR SUMMARY

Quote Analysis Report
Page 1 of 8
Achen-Gardner Construction, LLC 71
Mark McLafferty
4/15/2022 1:09 PM
CHANDLER HEIGHTS RD PACKAGE 3
39381003
AGGREGATES
AGGREGATES
Vendor Phone
Vendor Name
Vendor Code
Unit Price
6025288961
Vulcan Materials
VULCANMATERI
Unit Price
6022333339
Buesing Corp
BUESINGCORP
Unit Price
7606377179
Cemex Inc
CEMEXINC
Plug Price
Unit
Quan
Desc
Resource
Activity
Bid
25.0000
TN
4.00
57 ROCK
2AG57ROCK
0.0000
P
25.0000
P
25.0000
15.0000
TN
38,490.00
ABC MAG
2AGABC
0.0000
16.0000
16.5000
75.0000
TN
20.00
RIP RAP
2AGRIPRAP
0.0000
P
75.0000
P
75.0000
Plugged Amount
Quoted Amount
0
0
1,600
615,840
1,600
635,085
$ Adjustment
% Adjustment
Mobilization
Bond
0
0
0
0
0
0
0
0
0
0
0
0
Total Adjustment
0
0
0
578,950
Totals
0
617,440
636,685
Diff From Plug
-578,950
38,490
57,735
Total Minority
0
0
0
A 'P' beside a price indicates a plug price.
Green background indicates that the vendor is selected.

BUESING CORP.
  Highway / Heavy Construction
    AZ Lic. # A-ROC200645
 
Date: 4/7/2022
 
To:       Achen Gardner Construction
Attn:         Mark McLafferty
Phone:
Fax:
  
Bid Date:
April 7, 2022
Project No:
 
Project:    Chandler Heights Road Improvement
Location:
Chandler Heights Road        Alma School Road to Arizona Avenue
City:
Chandler, Az
We are pleased to submit the following cost estimate:
Pricing Good Through 12/31/2022            (See Standard Provisions)
QUANTITY
UNIT
DESCRIPTION
PRICE / UNIT
TOTAL
44,943
TON
NON LIMED MAG ABC DELIVERED IN BELLY DUMPS  (THRU 09/30/2022)
13.75
$            
$
TON
NON LIMED MAG ABC DELIVERED IN SUPERS  (THRU 09/30/2022)
15.25
$            
$
4
TON
#57 ROCK DELIVERED IN SUPERS  (THRU 09/30/2022)
20.00
$            
$
LD
#57 ROCK SHORT LOAD CHARGE
125.00
$          
$
TON
 AGGREGATE ESCALATION CHARGE (EFFECTIVE 10/01/2022)
0.75
$              
$
Standard Provisions
SUFFICIENT QUANTIIES PER DELIVERY TO INSURE 4 HOUR MINIMUM PER TRUCK
Prices do not include weekend, holiday, off hour, or overtime shipments.  Additional charges may apply if any of
these conditions occur. Unless otherwise stated, dirt haul prices exclude permits, loading, dust control & sweeping.
ALL PRICES ASSUME THAT BUESING CORP'S STANDARD INSURANCE IS ACCEPTABLE
ALL PRICING WILL BE HONORED THROUGH THE DATE SPECIFIED ABOVE
PROVIDED THAT WE RECEIVE A P.O., P.A., OR LETTER OF INTENT WITHIN 30 DAYS .  If 
JOB AWARD IS LONGER THAN 30 DAYS PLEASE NOTIFY US WITHIN THE 30 DAYS ,
AND WE WILL NEGOTIATE WITH MATERIAL SUPPLIERS TO ALLOW THE PRICE TO BE HONORED
Special Provisions
AGGREGATE PRICING INCLUDES AN ALLOWANCE OF 5 MINUTES PER LOAD FOR BELLY DUMPS OR 7 MINUTES PER LOAD FOR
SUPERS TO GET FROM THE PROJECT ENTRANCE TO THE DUMPSITE, UNLOAD & GET BACK/ON TO THE PROJECT ENTRANCE/EXIT
BUESING WILL MAKE EVERY REASONABLE EFFORT TO HONOR THIS QUOTE & MEET CUSTOMER PRODUCTION EXPECTIONS.
HOWEVER, MATERIAL & TRUCK AVAILABILITY ARE BEYOND OUR CONTROL.  ACCEPTANCE OF THIS QUOTE SHALL NOT
SERVE AS A GUARANTEE THAT MATERIALS AND/OR TRUCKS WILL BE AVAILABLE WHEN REQUESTED.
Company Name:
   Date:                   .
and GOOD LUCK !!!
Respectfully Submitted:   Cecil  Wallace
3045 S 7th Street
Phoenix, Arizona  85040
(602) 845-3133
Cell:  (602) 799-5702
 Authorized Person's Signature:_________________________________________________
If These Terms And Conditions Are Acceptable Please Sign This Form And Fax It Back To The Number Below
     ACCEPTANCE OF PROPOSAL
   The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified, provided there is an understanding between
parties that the prime and / or subcontractor must receive an official award. If an official award, contract or subcontract is not consummated this proposal shall become null and void.
Payment due on or before the 25th day of the month for work completed or materials delivered in the month prior.  No retention withheld.
 
"Simply the Best"
-
      Achen Gardner Construction

GENERAL INFORMATION
MATERIAL PRICING:
 ADDITIONAL CLAUSES 
Category
Item
Value
UoM
Comments
Pricing Escalation
The prices are subject to an escalation of
x.xx
USD/ton
Effective , and each  months thereafter
Surcharges and Fees
Variable Fuel surcharge
xx.xx
USD/Load
Environmental compliance fee
$5.00
USD/Load
Charged on all loads
Full freight recovery
xx.xx
USD/ton
Based on full freight for a load of 22 Tons
Plant Operning fee for non business hours on 
weekdays, weekends
$1,000.00
USD per Each
Subject to notification
Saturday haul premium
Bid upon request
USD/ton
Aggregates account manager for pricing
Standby charge
xx.xx
USD/min
Subject to notification
Re-handling fee
$40.00
USD/Load
Unsuitable material dumped at landfill, to be reloaded
Pricing Conditions
All Sales are subject to CEMEX Standard terms and conditions. Pricing quoted is per short ton and does not include sales tax.  Applicable Sales Tax will apply unless Sales Tax exemption 
certificate is on file at CEMEX prior to pick up or delivery.
Delivered Pricing: Pricing is based on delivery during regular aggregate plant hours.
FOB Pricing:  Material prices are FOB CEMEX facility at the designated location loaded onto buyer’s trucks. Ownership of materials transfers from CEMEX to customer at gate.
Payment terms
Payment Terms are standard as follows: Net 10th Prox. (10th of the month following delivery or pick up)
Delayed portion of payment will attract a Finance charge of the lessor of 1.5% per month, 18% per annum or maximum permitted under applicable laws
Material Availability
All Materials are subject to availability by plant inventory, production schedules, shipping schedules, plant failure and / or equipment breakdown. CEMEX is not liable for lack of 
material, equipment, drivers, disruptions in transportation, and any other shortage.
Delivery Availability
All shipments are subject to truck availability.
Product Performance
All material is per engineer approval and is considered acceptable when tested and sampled per acceptable sampling standards at our plant.
Respectfully,
CEMEX Con Mat South,LLC
Accepted by:
Donald Peters
ACHEN-GARDNER CONSTRUCTION LLC
Phone: 0
Email:  donald.peters@cemex.com
BID-0620720 D - CHANDLER HEIGHTS RD UTILITY REL
4/11/2022 12:01 PM
Account:
ACHEN-GARDNER CONSTRUCTION LLC
Project:
D - CHANDLER HEIGHTS RD UTILITY REL
Account number:
3033003
Project Address:
23652  South Alma School Road
Contact:
Mark McLafferty
Chandler, Arizona 85248
E-mail:
mmclafferty@achen.com
Phone:
480-940-1300
Doc. Expiration Date:
5/11/2022
Price Valid from:
4/11/2022
Customer Service:
602-416-2658
Price Valid to:
12/31/2022
Sales Office Address:
5555 E. Van Buren Street, Suite 155, Phoenix, AZ 
85008
Material Number
Description
Plant
Quantity
UoM
Delivered Price
Truck Type
Notes
 1307799
SPEC BASE COARSE
2108-8985-Agg Trading - 
Sacaton (SO-3233)
45,000.00
TON
$16.25
16 WHEELER
DELIVERED IN SUPERS

Standard Terms and Condition
1.Terms and Conditions. These Standard Terms and Conditions of CEMEX Con Mat South,LLC and its affiliates (“Seller”), Buyer’s Credit Application, and Seller’s Quotation, if any, (collectively, “Agreement”) govern any and all 
purchases made by Buyer from Seller and are incorporated herein by reference. This Agreement, and any other documents prepared by Seller for Buyer in connection with Buyer’s purchase of materials contain the entire 
understanding between the parties concerning the subject matter hereof, and there are no other agreements or understandings except as set forth herein. Any different or additional terms or conditions contained in any writing or 
instrument of Buyer, whether by purchase order or otherwise, are hereby objected to by Seller and shall have no effect on, and not become part of, this Agreement.
2.Technical Assistance. In no event shall Seller bear any responsibility for claims arising from technical advice or assistance provided to Buyer. Advice by Seller is for Buyers guidance only and Buyer agrees to rely solely on its 
own architects, engineers or other technical experts.
3.Prices and Price Increases. Prices for the materials are (i) subject to material availability at the time of delivery; (ii) shall remain firm until the date set forth on the Seller’s Quotation, if any, or if no such date is given, for a period 
of thirty (30) days after the date the order was accepted by Seller, the price was quoted by Seller or such shorter period as set forth in the Seller’s quote; thereafter prices are subject to change by Seller; and (iii) do not include 
Saturday, Sunday holiday, off-hour or overtime shipments, all of which are subject to additional charges.  Prices are applicable only to the job quoted or orders accepted by Seller and are available only to the specific Buyer 
referred to therein, are for a standard mix design, if applicable, and are only for the quantities requested by Buyer at the time the prices were quoted.  Seller reserves the right to (i) increase prices on any quote or accepted orders 
without notice to reflect any raw material cost increases or surcharges incurred by Seller and (ii) defer or cancel any quote or accepted orders in the event Seller becomes delayed or prevented from performing due to shortages 
or allocation of raw materials.  In the event of a delay or cancellation resulting from shortages or allocations of raw materials, Seller shall not be liable to Buyer for any damages incurred by Buyer as a result of any such delay or 
cancellation.
4.Surcharges and Fees. Prices quoted may not include additional charges Buyer may be responsible for.  Such additional charges include, but are not limited to, charges for additives, accelerators, winterizers/summerset, water 
(hot or chilled), ice and stand-by, waiting time and delivery charges due to loads in amounts less than a full truckload.  Such prices shall be charged at the rate of Seller’s then-current price list for additional charges, which is 
incorporated into these Terms and Conditions by reference as if fully set forth herein and which is available to Buyer upon request.  Buyer acknowledges that surcharges and fees are to recoup Seller’s costs and achieve a return 
on investment.
5.Tests. Seller reserves the right to levy an additional charge on Buyer for any nonstandard tests that Buyer may require to be performed on the materials sold to Buyer.  Failure of Buyer to witness any tests shall be deemed a 
waiver by Buyer of its right to do so and of any right to require repetition of such tests, and Buyer shall be deemed to have accepted any such test results as sufficient to meet its specifications.
6.Payment and Interest.  Buyer shall make all payments due hereunder in accordance with the terms of this Agreement and as stated on Seller’s invoices or other notices of terms, without any right of setoff or retention and without 
regard to any agreement Buyer may have with other parties. If Buyer fails to pay in full the invoice amount when due, Buyer agrees to pay interest on the unpaid balance from the date when due until paid in full at the rate selected 
by Seller, not to exceed the lesser of 18% per annum or the highest lawful rate, specifically including post judgment.  Buyer agrees to pay any and all costs and expenses incurred by Seller in collecting from Buyer any past due 
amounts, including but not limited to reasonable attorney fees, court costs and collection agency fees. Seller may suspend pending deliveries during any period when Buyer has overdue balances or evidence of a changed 
financial condition.
7.Liens. Buyer agrees to timely provide in writing to Seller information regarding bonding companies, general contractors or owners for the purpose of filing preliminary notices and claims on payment bonds or mechanic’s and 
material supplier’s liens.
8.Delivery. Seller’s responsibility for delivery shall cease FOB shipping point or, if Seller agrees to deliver FOB delivery site, at the curbside or frontage of the address for delivery. Where delivery of products is to an unattended 
site, Seller will not be liable for any loss or damage to products, property or for unsigned delivery tickets.  In absence of a specific delivery date on the Quotation, Seller will commence delivery of the materials on a date and at a 
rate mutually agreed upon by both Seller and Buyer.
9.Default.  If Buyer is in default under this Agreement or any of its contracts or obligations with Seller, Seller may at its option and without notice: (i) declare the entire unpaid balance owed by Buyer due and payable; (ii) postpone 
further deliveries until such default is remedied; (iii) terminate any and all obligations under any contract; and (iv) refuse further performance without any liability to Buyer.
10.Limited Warranty and Liability Disclaimer. Seller warrants that the materials sold under this Agreement meet solely the description and specifications for the same set forth in the applicable Quotation, if any, and shall be free 
from defects in material and workmanship for a period of one (1) year from the date of delivery thereof. No other express warranties are made with respect to said materials. Acceptance by Buyer of the materials shall constitute 
confirmation by Buyer that the materials meet the description and specifications, if any, set forth in such applicable Quotation. The foregoing warranty is subject to standard manufacturing and color variations, efflorescence, 
tolerances and classifications or naturally occurring substances.  Seller is not responsible for installation or defective conditions caused by installation. Buyer’s exclusive remedy for breach of this warranty shall be to require Seller, 
at Seller’s option, to refund the purchase price for the materials failing to comply, to repair or to provide Buyer with conforming replacements for any nonconforming materials. Seller shall not be responsible for any removal or 
installation costs. THE FOREGOING WARRANTY IS IN LIEU OF AND EXCLUDES ALL OTHER WRITTEN OR ORAL WARRANTIES OR CONTRACTUAL AGREEMENTS, WHETHER EXPRESS OR IMPLIED BY LAW OR 
OTHERWISE, INCLUDING THE IMPLIED WARRANTIES OF FITNESS FOR A PARTICULAR PURPOSE, MERCHANTABILITY OR HABITABILITY. Buyer agrees that in specific consideration for receiving this warranty, it will 
indemnify and hold harmless Seller from any and all damages in connection with any statutory, contractual or warranty breach, negligence, strict liability, or other tortuous conduct by Seller. This Agreement may not be modified 
or amended except by a writing signed by both parties.
11.Delays.  If Seller is unable to complete delivery of any part of an order, Buyer shall accept such part of the order as Seller is able to deliver and Buyer shall pay for the part delivered pro rata at the same rate as the whole of the 
order agreed to be sold and on the same terms of payment. In the event Seller shall be delayed in or prevented from the performance of any act required under this Agreement, or it shall become commercially unreasonable to 
perform by reason of governmental allocations, priorities, restrictions or regulations now or hereafter in effect, storm, flood, fire, earthquake or other Acts of God, war, terrorism, riot, insurrection or other civil disturbance, strikes, 
lockouts, shortages of materials, labor, raw materials, fuel, power or production facilities, breakdown of equipment, transportation shortages, changes in market conditions or other contingencies beyond Seller’s reasonable control 
whether of a similar or dissimilar nature to the foregoing, Seller shall not be liable to Buyer for any damages incurred by Buyer as a result of any such delay or failure. 
12.Claims. Buyer agrees that all claims against Seller are waived unless presented to Seller in writing within one week from the date of delivery of the materials. Seller shall have thirty days from receipt to inspect and correct a 
defect if such claim is allowed. Buyer further agrees that in the event that Buyer disagrees with Seller’s decision about whether to allow the claim that the Buyer’s remedy is to formally adjudicate the claim, but the Buyer further 
agrees that Seller’s invoices for all materials supplied shall be paid in the interim. No claim shall be allowed after the materials purchased hereunder are incorporated, modified or processed by Buyer in any manner. SELLER’S 
LIABILITY ON ANY CLAIM FOR LOSS OR DAMAGE SHALL NOT EXCEED THE PRICE OF THE MATERIALS ACTUALLY RECEIVED FROM BUYER BY SELLER WITH REGARD TO WHICH SUCH CLAIM FOR LOSS OR 
DAMAGE IS MADE. 
13.Waiver. Seller may, at its option, permit Buyer to remedy any default under this Agreement without waiving the default so remedied or any other default by Buyer. Buyer waives notice of default of this Agreement and waives 
presentment, demand, protest, and notice of dishonor as to any instrument issued or delivered to Seller.
14.Venue.  This Agreement will be governed by the applicable state and federal laws without giving effect to conflict of laws principles. The Buyer agrees that any legal actions and proceedings brought for the breach or the 
enforcement of this Agreement will lie in the state and county in this state of delivery.  Buyer consents and submits to the jurisdiction and venue of any state, county or federal court located within that county. As a material 
inducement to Seller to enter into this Agreement, Buyer waives the right to trial by jury in any proceeding arising out of poror related to this Agreement.
15.Notice.  Any notice sent to Seller shall be in writing and sent by Certified Mail, postage prepaid, to the 10100 Katy Freeway, Suite 300, Houston, TX 77043, Attn: CEMEX Customer Care.
16.Severability. If any term, provision, covenant or condition of this Agreement is held by a court of competent jurisdiction to be invalid, void, or unenforceable, the remainder of the provisions shall remain in full force and effect and 
shall in no way be affected, impaired or invalidated. The parties agree that each term and provision of this Agreement shall be construed according to its fair meaning and not strictly for or against any Party.
17.Offset and/or Setoff. Seller may exercise the right of set-off under this Agreement as to any sums owed by Buyer and/or its affiliates under any other contract or agreement with Seller and/or its affiliates.
18.Remedies Cumulative. The duties and obligations imposed by this Agreement and the rights and remedies available under this Agreement are to be in addition to, and not a limitation of rights and remedies at law or in equity.
19.Miscellaneous. Time is of the essence. Buyer consents to Seller sending information to Buyer regarding Seller’s products and prices at any time by fax to any fax number provided by Buyer, other electronic means or otherwise. 
A facsimile copy or electronic transmission will be treated as an original. Buyer shall not assign the Agreement or any interest herein without the prior written consent of Seller, and any attempted assignment, whether by operation 
of law or otherwise, shall be void without such prior written consent.
20.Authorization for Credit Review.  Buyer consents to Seller’s use of a non-business consumer credit report on the Buyer in order to further evaluate the credit worthiness of the Buyer in connection with the extension of business 
credit as contemplated hereby.  Buyer authorizes Seller to utilize a consumer credit report from time to time in connection with the extension or continuation of business credit. Buyer hereby knowingly consents to the use of such 
credit report consistent with the Federal Fair Credit Reporting Act as contained in 15 USC @ 1681 et seq.
21.Representations. Buyer represents to Seller that it is solvent and that any financial information provided reflects the present financial condition of the Buyer. If Buyer is not a corporation or limited liability entity, Buyer acknowledges 
that Seller is relying on the credit worthiness and financial ability of the owner(s) of Buyer.  Each owner shall be joint and severally liable for all indebtedness of Buyer to Seller under the Agreement. Buyer warrants that all 
information supplied to Seller is accurate and complete.  Each representation and the information contained in a Credit Application, if any, is material and given to induce Seller to provide credit. Buyer will notify Seller by certified 
mail, within forty-eight (48) hours after any material change in Buyer’s financial or ownership status.

Quote Analysis Report
Page 1 of 2
Achen-Gardner Construction, LLC 71
Mark McLafferty
5/19/2022 8:22 AM
CHANDLER HEIGHTS RD PACKAGE 3 GMP FINAL
39381003-2
ASPHALT
ASPHALT
Vendor Phone
Vendor Name
Vendor Code
Unit Price
4807301033
Fisher Sand and 
FISHERSANDAN
Unit Price
6025288961
Vulcan Material
VULCANMATERI
Unit Price
4806397165
Martin Marietta
MARTINMARIET
Plug Price
Unit
Quan
Desc
Resource
Activity
Bid
92.0000
TN
17.52
TEMPORARY ASPHALT INSTA
2AC12EVAC
90.5000
95.6000
110.0000
0.0000
TN
1,868.00
REPLACE ASPHALT
2AC12EVAC
90.5000
95.6000
110.0000
74.0000
TN
45.00
BYPASS PUMPING
2AC12EVAC
90.5000
95.6000
110.0000
Plugged Amount
Quoted Amount
0
174,712
0
184,558
0
212,357
$ Adjustment
% Adjustment
Mobilization
Bond
0
0
0
0
0
0
0
0
0
0
0
0
Total Adjustment
0
0
0
4,942
Totals
174,712
184,558
212,357
Diff From Plug
169,770
179,616
207,415
Total Minority
0
0
0
A 'P' beside a price indicates a plug price.
Green background indicates that the vendor is selected.

Attn:
Acct#:
Mark McLafferty
550 SOUTH 79TH STREET
ACHEN-GARDNER CONSTRUCTION LLC
Contract #:
CHANDLER, AZ  85226
CHANDLER, AZ 85248
Quote Name:
Quote #:
 Quotation
CHANDLER HEIGHTS UTILITY / ALMA SCHOO
513348
ALMA SCHOOL RD & LAKE DR / CHANDLER
AZ049141
213235
Quote Created:
Date:
Quote Expiration:
Price Expiration:
Effective From:
Monday, May 2, 2022
Sales Rep :
PHOENIX, AZ 85034
Phone:
Fax :
Email:
Special Instructions:
Wednesday, February 16, 2022
Monday, May 2, 2022
Thursday, June 2, 2022
Thursday, June 30, 2022
Lyndsay Ervine
2625 E University
480-647-5404
ervinel@vmcmail.com
Material quoted based on no specs reviewed. If any changes or different material is required, material is subject to price 
adjustment.
Prices quoted are for delivery during normal business hours - Monday thru Friday 6AM to 5PM. Plant Premium for Monday 
- Friday night production (per 8 hour shifts) will be charged $2,000.00 per shift. Plant Premium for Saturday production 
(per 8 hour shifts) will be charged $1,000.00 per shift.  Plant Premium for Sunday production (per 8 hour shifts) will be 
charged $2,000.00 per shift. Any overtime will be charged at $350.00 per hour.  Delivered price is based on 23.50 tons 
(full load), short load fee will apply if under 23.50 tons. Truck stand by will be charged on site after the first 20 minutes 
at the rate of $100 per hour or $1.67 per minute. All night work will be subject to an 8 hour minimum hourly haul charge. 
All weekend work will be subject to a 4 hour minimum hourly haul charge. Trucking is based on availability. Vulcan 
materials will not be held responsible for schedule impacts due to trucking shortages. 
Product #
Product Name
Plant
SAND & GRAVEL
Delivered 
Price Per Unit
U/M
Qty
WEST BROADWAY SAND & GRAVEL MAG SPEC ABC
16272
Tons
 24,645
$30.55
STD FRT RATE
Truck Type
WEST BROADWAY SAND & GRAVEL MAG SPEC ABC
16272
Tons
 24,645
$32.85
BOTTOM DUMP
Truck Type
VAL VISTA SAND & GRAVEL
#57 ROCK
25112
Tons
 2
$29.75
STD FRT RATE
Truck Type
Product #
Product Name
Plant
ASPHALT
Delivered 
Price Per Unit
U/M
Qty
SAN TAN HMA
3/4" EVAC PG70-10
231512T
Tons
 750
$95.60
STD FRT RATE
Truck Type
Page 1 of 3

Other Charges
Environmental Fee -Agg & Asphalt at $4.00 / Load
FUEL SURCHARGE PAY AZ at 16.00% / Percent of Amount
Prices quoted above do not include any state or local sales and use tax, if any applies for this project.
Prices quoted are for shipments during normal daytime working hours unless other shipping hours are mutually agreed upon 
in writing by both parties.
This quote is limited to acceptance within 30 days from the date of this quotation after which time quotation is subject to 
review/revision.  Please contact Sales prior to placing the order.
Accepted by:
Sales Representative:
Date:
Date:
We appreciate the opportunity to provide you this quote and trust that Vulcan will have the pleasure of serving your needs for this and future 
projects.
Prices are FOB your jobsite as stated above.  Terms are Net 15 prox.  Please note standard terms and conditions apply.  (Subject to 
credit approval)
Page 2 of 3

GENERAL TERMS AND CONDITIONS
PRICES AND TERMS
Prices are based on the terms and conditions set forth on page 1 of this Quotation, of which these General Terms and Conditions form a part, the terms and conditions stated in 
Customer’s Application for Business Credit, and, if applicable, any terms and conditions relating to the delivery or shipment of materials by truck, barge, vessel, rail or other means 
which are provided by Vulcan to Customer in addition to this Quotation (each, a “Vulcan Sales Document”, and collectively, the “Vulcan Sales Documents”).  Prices are available only 
to the customer specifically named therein, and are only for the quantities mentioned in such Quotation or Sales Order plus or minus 10% of such quantities. A charge of 1.5% per month, 
(18% annum), will accrue on a daily basis from the date of invoice and will continue to accrue on a daily basis on any unpaid balance, both before and after judgment, until the date the 
balance is paid in full, or at the maximum amount permitted by law in which the sale occurred, whichever is less.  However, the assessment of a finance charge on invoices paid in full 
by the payment due date will be waived.  Quotation is offered for furnishing the total aggregate requirements for the project only.  Customer’s contract with Vulcan regarding the sale by 
Vulcan to Customer of the materials listed in this Quotation is subject to the terms and conditions set forth in the Vulcan Sales Documents.  Prices reflect Customer 's acceptance of 
materials at the quoted plant based upon gradation analysis performed and reported by Vulcan 's certified plant quality control personnel. Any penalties that result from in place 
sampling shall be the full responsibility of Customer.
THE TERMS AND CONDITIONS OF THE VULCAN SALES DOCUMENTS GOVERN THE RIGHTS AND OBLIGATIONS OF THE PARTIES
If Customer has issued a purchase order for the materials quoted by Vulcan in this Quotation, this Quotation is not an acceptance of said purchase order, or any of its terms or conditions , 
which are hereby rejected.  Any sale by Vulcan to Customer of the materials listed in this Quotation shall be subject to the terms and conditions set forth in the Vulcan Sales Documents , 
and Customer’s receipt or acceptance of said materials shall constitute acceptance of the offer that this Quotation constitutes.  Any terms or conditions of a subsequent purchase order 
issued by Customer that are inconsistent with the terms and conditions of the Vulcan Sales Documents shall be null and void .
SHIPMENT AND DELIVERY
Unless a "delivered" price is quoted by Vulcan in the Vulcan Sales Documents, all prices are F.O.B. point of shipment from the locations designated. All taxes applicable to the sale or 
delivery of materials that are not paid directly by Customer will be added to the sales price, invoiced to and paid by Customer, unless Customer provides Vulcan with satisfactory 
evidence of exemption from same. Shipment will be in accordance with Customer’s reasonable instructions or, if none, then by whatever means Vulcan shall deem practicable.  
The 
quantities of material delivered to Customer shall be conclusively presumed to be the quantities shown on the tickets produced from a certified weigh scale at Vulcan’s quarry or sales 
yard.
CREDIT AND DEFAULT
Vulcan shall have no obligation to ship or deliver except upon its determination prior to each shipment or delivery that Customer is worthy of the credit to be extended and is not in 
default upon any obligation to Vulcan. Upon default, Customer agrees to pay all of Vulcan’s collection expenses, including attorneys’ fees.  
INSURANCE
A Memorandum of Insurance containing current information regarding Vulcan’s insurance program is available at 
<https://marshdigital.marsh.com/marshconnect/viewMOI.action?clientId=632529479>.
EXCULPATORY PROVISIONS
Vulcan shall have no liability for delay or failure to make shipments, or delivery, as a result of strikes, labor problems, severe weather conditions, casualty, mechanical breakdown or 
other conditions beyond Vulcan’s reasonable control.  In no event shall Vulcan be liable for any incidental or consequential damages. Vulcan’s liability and Customer’s exclusive 
remedy for any cause of action arising out of the provision of material quoted herein shall be the replacement of, or payment of the purchase price for, the materials which are the subject of 
this Quotation.
CHANGE OF TERMS
Vulcan may change the price and/or quantity upon 30 days’ notice to Customer.  Vulcan shall also have right to change, modify or amend any other terms and conditions upon written 
notice of such change to customer.  The effect of the change shall be as stated in the written notice and accepted by Customer upon placing of orders with seller following receipt of such 
notice.  .
APPLICABLE LAW
All orders are subject to acceptance by Vulcan at the headquarters of its Mountain West Division in Phoenix, Arizona, and the laws of the state in which the materials was shipped from 
shall apply to the sale of all materials subject hereto.  In the event material is imported into the U .S., the law in the state in which the material was sold to the customer will prevail.  All
disputes regarding finance charges shall be governed by Alabama law .
LIMITED WARRANTY AND WARRANTY DISCLAIMER
Vulcan warrants for a period of one (1) year from date of delivery only that the material sold hereunder substantially complies with Vulcan’s specifications for said material or the 
specifications set forth in Vulcan’s quotation.  VULCAN HEREBY EXCLUDES ALL WARRANTIES OF MERCHANTABILITY AND FITNESS FOR ANY PURPOSE, AND ALL 
OTHER WARRANTIES, EXPRESS OR IMPLIED, OF THE MATERIAL SOLD HEREUNDER, OTHER THAN THE EXPRESS WARRANTY STATED ABOVE.  In addition, 
except to the extent otherwise set forth in the specifications described above, Vulcan makes no warranty whatsoever with respect to specific gravity, absorption, whether the material is 
innocuous, non-deleterious, or non-reactive, or whether the material is in conformance with any plans, other specifications, 
regulations, ordinances, statutes, or other standards 
applicable to Customer’s job or to said material as used by Customer.  VULCAN SHALL IN NO EVENT BE RESPONSIBLE FOR ANY INCIDENTAL OR CONSEQUENTIAL 
DAMAGE CAUSED BY NON-COMPLIANCE OF THE MATERIAL WITH SPECIFICATIONS, OR FOR ANY DEFECTS IN THE MATERIAL SOLD HEREUNDER.
Page 3 of 3

From: 
Stacey O'Connell <Stacey.Oconnell@martinmarietta.com> 
Sent: 
Tuesday, May 3, 2022 10:28 AM 
To: 
Mark McLafferty 
Subject: 
RE: CHANDLER HEIGHTS RELOCATES 
 
Mark,  
  
Right now we are only pricing product out thru end of May 2022 due to oil pricing fluctuation; and no 
escalators available. I can offer a budget number of $110 per ton ½ EVAC (or ¾) thru June. Beyond that 
would need to be rebid. Im sorry we could not be more firm with our pricing at this time. Please let me 
know if you have any questions.  
  
Thank you,  
  
  
Stacey Lee O'Connell 
Asphalt Sales Executive 
  
Martin Marietta  
Asphalt & Aggregate Dispatch (602) 685-3450 
Cell: 480-364-9293 
Personal Cell: 602-705-7947 
stacey.oconnell@martinmarietta.com 
www.martinmarietta.com 
 
  
From: Brian Clark <Brian.Clark@martinmarietta.com>  
Sent: Monday, May 2, 2022 3:21 PM 
To: Stacey O'Connell <Stacey.Oconnell@martinmarietta.com>; 'Mark McLafferty' 
<MMcLafferty@achen.com> 
Cc: Scott Bollinger <Scott.Bollinger@martinmarietta.com> 
Subject: FW: CHANDLER HEIGHTS RELOCATES 
  
Stacey, will you please take a look at the below request from Achen and get Mark some pricing.  
  
Thank ou,  
  
Brian Clark 
Sales Representative | Phoenix, AZ

Martin Marietta 
4025 S. McClintock Dr., Suite 202 
Tempe, Arizona 85282 
Concrete Dispatch (602) 685-3400  M. 480-639-7165 
E. brian.clark@martinmarietta.com 
www.martinmarietta.com 
  
From: Mark McLafferty <MMcLafferty@achen.com>  
Sent: Monday, May 2, 2022 1:40 PM 
To: Brian Clark <Brian.Clark@martinmarietta.com> 
Subject: CHANDLER HEIGHTS RELOCATES 
  
EXTERNAL EMAIL 
Brian, 
  
Can you give me pricing for ¾” & ½” for a CMAR w/ Chandler.  Location is Chandler Heights Rd., Arizona 
Ave to Alma School.   Total amount will be around 2,000 tons. I need pricing to hold through the end of 
the year.  Please let me know if you have any questions or need anything else.  Thanks.   
  
Mark McLafferty 
ESTIMATOR 
Office: 480.940.1300  |  Cell: 602.877.9329  |  Email: mmclafferty@achen.com 
  
ACHEN-GARDNER CONSTRUCTION 
100% EMPLOYEE OWNED 
550 South 79th Street  |  Chandler, AZ 85226 
2425 West Wave Hill Court  |  Tucson, AZ 85705 
achen.com  |  facebook  |  twitter  |  linkedin  |  instagram  |  youtube 
 
CONFIDENTIAL: This message is intended only for the use of the individual or entity to which it is addressed. If the reader of this message is not the 
intended recipient, or the employee or agent responsible for delivering the message to the intended recipient, you are hereby notified that any 
dissemination, distribution or copying of this message is strictly prohibited. If you have received this communication in error, please notify us 
immediately by replying to the sender of this E-Mail by return E-Mail or by telephone.

From: 
Gary Slone <gslone@fisherind.com> 
Sent: 
Friday, March 25, 2022 2:00 PM 
To: 
Mark McLafferty 
Subject: 
RE: ACHEN GARDNER (CHANDLER HEIGHTS RD UTILITY 
RELOCATIONS (CMAR) PACKAGE 3) 
 
Hey Mark. 
  
$90.50 TN A1/2” or A3/4” PG70-10 
Add $15.00 TN PG70-16TR+ 
Add $22.00 TN PG76-22 PMTR+ 
Delivered through 12/31/22 
  
  
  
  
  
 
  
Gary Slone 
Southwest Asphalt 
  
Mobile  480.217.0599 
Email    GSlone@Fisherind.com 
  
  
  
From: Mark McLafferty <MMcLafferty@achen.com>  
Sent: Friday, March 25, 2022 10:18 AM 
To: Gary Slone <gslone@fisherind.com> 
Subject: ACHEN GARDNER (CHANDLER HEIGHTS RD UTILITY RELOCATIONS (CMAR) PACKAGE 3) 
  
WARNING: This email originated from outside of the organization. Do not click links or open attachments unless 
you recognize the sender and know the content is safe. 
  
Location of project is Chandler Heights Rd (Arizona Ave to Alma School).  This is the final 
package to be completed in 2022.  This work will occur from August through December 
2022.  Please include escalations.  I need pricing for this package by 4/10/22.   
Please let me know if you have any questions or need anything else.  Thanks.  
Mark  
 
Disclaimer 
The information contained in this communication from the sender is confidential. It is intended solely for use by the 
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Quote Analysis Report
Page 1 of 1
Achen-Gardner Construction, LLC 71
Mark McLafferty
5/20/2022 3:25 PM
CHANDLER HEIGHTS RD PACKAGE 3 GMP FINAL
39381003-2
BYPASS
BYPASS
Vendor Phone
Vendor Name
Vendor Code
Unit Price
4806265257
Capital Pump & 
CAPITALPUMPE
Unit Price
4808959225
Rain For Rent
RAINFORRENT
Plug Price
Unit
Quan
Desc
Resource
Activity
Bid
0.0000
LS
1.00
BYPASS PUMPING
4BYPASSPUMP
2051090
110
700,620.0000
1,047,961.0000
Plugged Amount
Quoted Amount
0
700,620
0
1,047,961
$ Adjustment
% Adjustment
Mobilization
Bond
0
0
0
0
0
0
0
0
Total Adjustment
0
0
0
Totals
700,620
1,047,961
Diff From Plug
700,620
1,047,961
Total Minority
0
0
A 'P' beside a price indicates a plug price.
Green background indicates that the vendor is selected.

W MEAD DR
SHA RD
S MEADOWS DR
S MARIGOLD WY
W BLUE RIDGE CT
DR
W PRESCOTT DR
W HARMON
Y
S MEADO
W
S PL
W
S
A
N
CARLOS PL
W PO
W
E
LL
W
Y
S ROS
EMAR
Y
P
L
W TONT
O
P
L
W LAKE DR
S
B
A
SHA RD
S WILDFLOWER PL
S WILDFLOWER PL
S VISTA PL
S FUL
TO
N
RA
NC
H
BL
LUE RIDGE WY
S W
ILD
FLOWER DR
S VISTA PL
S
M
O
S
S DR
W BAR
T
LETT
W
Y
S ROSEMARY DR
W
L
Y
NX WY
1502
1493
4503
4941
4861
1471
1463
1451
1433
4440
1424
4903
1421
4500
1401
4962
1373
1362
1322
4751
1333
1302
1292
1282
4951
4980
4910
1010
4500
4913
4900
50
4542
512
4562
4523
4563
4902
4862
4490
4480
1156
1403
1393
1384
1158
4932
1374
1352
4943
1351
4741
4910
1312
4801
1331
1291
4944
1261
1273
1261
4963
4911
4941
4
458
457
9
4582
4921
1481
1454
4922
1452
4593
4450
1405
4863
1399
4942
4912
4892
1117
1371
1353
4920
4771
4761
4911
1334
1281
1264
1263
4891
4960
4920
1231
4920
4949
492
4
1511
1520
4493
1474
1434
1
4883
1411
1402
1138
1381
1363
1352
1341
4940
4901
1323
1314
1311
1313
1303
1262
4800
1272
4953
4983
4901
4981
4961
4960
497
456
4860
1511
30
0
0
0
4552
4901
4592
4430
4882
1450
1441
4983
4923
1404
1394
4922
1362
1381
1159
1139
1371
4933
4913
4903
1361
4963
1352
4900
1342
4891
1281
1272
1274
4841
4861
4973
4970
4925
4909
40
599
4522
1473
1491
1490
1482
1472
1464
4543
1461
1453
1432
1412
1157
1392
1383
1137
1372
4953
4923
1332
1341
4791
1332
4811
1292
1291
4821
1271
4881
4871
4940
1221
4905
459
4940
4920
4880
589
2
4483
1501
1491
1483
4881
1470
1443
4583
1431
4963
4943
1136
4952
1391
1382
1354
4893
1334
1361
1351
4890
1343
4781
1312
1302
1294
1284
1254
1251
4921
4971
4930
455
1500
1501
1512
20
1492
4513
4553
1471
1462
1444
4942
4470
4460
1413
1414
1116
1391
4902
1364
1343
1342
1332
4930
1331
1321
1301
1271
4831
4964
4851
1253
1241
4980
4970
4931
4991
L
3
3
L
L
L
L
L
L
L
L
L
L
3
3
L
L
L
L
L
L
L
L
3
L
L
L
L
L
3
L
L
L
3
3
L
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!/
!
!
!
!
!
!
!/
!
!
!
!
!/
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
18
10
8
4
6
12
12
8
8
8
6
8
8
8
10
18
8
8
8
6
8
8
8
8
8
8
6
8
8
10
8
6
8
12
8
8
18
12
8
12
8
8
8
8
8
6
8
8
8
8
18
8
12
8
4
12
18
8
8
6
6
8
8
8
8
8
8
6
8
8
8
8
8
8
8
WASTEWATER COLLECTION
THIS QUARTER SECTION MAP WAS COMPILED FROM EXISTING 
AVAILABLE RECORDS.  THE CITY OF CHANDLER WILL NOT BE 
RESPONSIBLE FOR ERRORS OR OMISSIONS THAT MIGHT OCCUR.  
INDEPENDENT VERIFICATION IS RECOMMENDED.
°
400
0
200
Feet
20-52
20-52
20-53
20-51
19-52
21-53
19-51
19-53
ALMA SCHOOL
I10
SR87
SR202
SR101
(10/21/2021) 
MANHOLES
!
GPS VERIFIED
!/
NOT VERIFIED
CLEANOUTS
L
GPS VERIFIED
3
NOT VERIFIED
MAINS
ACTIVE
DESIGN
PRIVATE
N:\GIS\DATA\MAPBOOKS
Little to no flow; Insert plug
&  coordinate w/ Snedigar to
close rest room and ensure
no events at Rec Center.
Manhole Buried

W MEAD DR
SHA RD
S MEADOWS DR
S MARIGOLD WY
W BLUE RIDGE CT
DR
W PRESCOTT DR
W HARMON
Y
S MEADO
W
S PL
W
S
A
N
CARLOS PL
W PO
W
E
LL
W
Y
S ROS
EMAR
Y
P
L
W TONT
O
P
L
W LAKE DR
S
B
A
SHA RD
S WILDFLOWER PL
S WILDFLOWER PL
S VISTA PL
S FUL
TO
N
RA
NC
H
BL
LUE RIDGE WY
S W
ILD
FLOWER DR
S VISTA PL
S
M
O
S
S DR
W BAR
T
LETT
W
Y
S ROSEMARY DR
W
L
Y
NX WY
1502
1493
4503
4941
4861
1471
1463
1451
1433
4440
1424
4903
1421
4500
1401
4962
1373
1362
1322
4751
1333
1302
1292
1282
4951
4980
4910
1010
4500
4913
4900
50
4542
512
4562
4523
4563
4902
4862
4490
4480
1156
1403
1393
1384
1158
4932
1374
1352
4943
1351
4741
4910
1312
4801
1331
1291
4944
1261
1273
1261
4963
4911
4941
4
458
457
9
4582
4921
1481
1454
4922
1452
4593
4450
1405
4863
1399
4942
4912
4892
1117
1371
1353
4920
4771
4761
4911
1334
1281
1264
1263
4891
4960
4920
1231
4920
4949
492
4
1511
1520
4493
1474
1434
1
4883
1411
1402
1138
1381
1363
1352
1341
4940
4901
1323
1314
1311
1313
1303
1262
4800
1272
4953
4983
4901
4981
4961
4960
497
456
4860
1511
30
0
0
0
4552
4901
4592
4430
4882
1450
1441
4983
4923
1404
1394
4922
1362
1381
1159
1139
1371
4933
4913
4903
1361
4963
1352
4900
1342
4891
1281
1272
1274
4841
4861
4973
4970
4925
4909
40
599
4522
1473
1491
1490
1482
1472
1464
4543
1461
1453
1432
1412
1157
1392
1383
1137
1372
4953
4923
1332
1341
4791
1332
4811
1292
1291
4821
1271
4881
4871
4940
1221
4905
459
4940
4920
4880
589
2
4483
1501
1491
1483
4881
1470
1443
4583
1431
4963
4943
1136
4952
1391
1382
1354
4893
1334
1361
1351
4890
1343
4781
1312
1302
1294
1284
1254
1251
4921
4971
4930
455
1500
1501
1512
20
1492
4513
4553
1471
1462
1444
4942
4470
4460
1413
1414
1116
1391
4902
1364
1343
1342
1332
4930
1331
1321
1301
1271
4831
4964
4851
1253
1241
4980
4970
4931
4991
L
3
3
L
L
L
L
L
L
L
L
L
L
3
3
L
L
L
L
L
L
L
L
3
L
L
L
L
L
3
L
L
L
3
3
L
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!/
!
!
!
!
!
!
!/
!
!
!
!
!/
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
18
10
8
4
6
12
12
8
8
8
6
8
8
8
10
18
8
8
8
6
8
8
8
8
8
8
6
8
8
10
8
6
8
12
8
8
18
12
8
12
8
8
8
8
8
6
8
8
8
8
18
8
12
8
4
12
18
8
8
6
6
8
8
8
8
8
8
6
8
8
8
8
8
8
8
WASTEWATER COLLECTION
THIS QUARTER SECTION MAP WAS COMPILED FROM EXISTING 
AVAILABLE RECORDS.  THE CITY OF CHANDLER WILL NOT BE 
RESPONSIBLE FOR ERRORS OR OMISSIONS THAT MIGHT OCCUR.  
INDEPENDENT VERIFICATION IS RECOMMENDED.
°
400
0
200
Feet
20-52
20-52
20-53
20-51
19-52
21-53
19-51
19-53
ALMA SCHOOL
I10
SR87
SR202
SR101
(10/21/2021) 
MANHOLES
!
GPS VERIFIED
!/
NOT VERIFIED
CLEANOUTS
L
GPS VERIFIED
3
NOT VERIFIED
MAINS
ACTIVE
DESIGN
PRIVATE
N:\GIS\DATA\MAPBOOKS
Bypass #2 Suction
Bypass #3 Discharge
Bypass #2 Discharge
Bypass #3 Suction
Bury at complex
entrance
1 month duration

ASHA RD
T
S PLEASANT D
W H
A
RMONY PL
S PEDEN DR
S FELIX PL
W HARMONY PL
S FERN DR
S TU
M
BL
E
WEED CT
S FULTON RANCH BL
S COTTON CT
W HARMONY PL
R
S PLEASANT DR
W HOR
S
ES
HOE PL
S CAMELLIA DR
W
B
A
RT
LET
T
W
Y
S PED
EN
DR
S ETH
A
S
B
A
SHA RD
DR
S PLEAS
ANT D
R
W
S
A
N CARL
O
S
WY
W
SU
NSHINE PL
W
HA
RM
ONY PL
W
RA
NC
H
BL
S
F
UL
TO
N
R
AN
CH BL
S
M
S
W
POWELL WY
W
C
HERRYWOOD DR
S
C
A
M
E
LL
IA DR
S PEDEN DR
S COT
T
ON
CT
W CHERRYWOOD DR
S TUMBLEW
W HOR
SES
HO
E
PL
LDS
CHURCH
00
4913
4581
4562
4985
4534
4565
4566
71
870
48
43
41
37
38
33
800
60
57
56
55
51
81
4810
780
21
770
740
73
17
4700
12
4940
740
705
693
691
681
636
665
652
4793
627
616
633
631
623
622
650
613
601
577
95
4675
4580
4570
4995
4563
4533
4564
860
810
34
4820
4800
61
65
75
20
25
5041
800
74
65
4950
4930
711
1
64
700
663
594
644
4760
670
624
611
600
641
4971
580
4949
4921
4917
4975
4594
4584
4554
4544
4535
910
4556
890
880
61
51
45
30
83
87
5040
53
63
22
68
14
8
694
634
720
695
711
673
700
661
4773
654
651
595
680
671
4980
4970
634
620
61
597
612
555
590
0
4979
4560
985
4955
4991
4553
4585
4536
850
31
58
801
86
88
790
66
26
15
722
69
4920
5
4772
685
684
674
614
5043
642
4790
4991
603
925
4909
4532
4593
4543
4546
830
50
40
31
4840
85
89
64
54
84
76
23
16
19
730
751
2
7
701
6
692
701
664
4783
615
655
643
4770
660
621
51
614
4781
4761
581
4590
4583
811
59
42
39
32
70
13
750
9
10
741
731
730
635
672
662
641
641
617
621
575
4751
604
557
4550
4591
4582
4542
5020
47
46
35
4830
82
79
29
77
24
71
72
67
11
715
4
702
710
682
4792
4782
675
653
640
632
4780
574
4791
4530
640
4981
573
4592
4552
955
50
4545
4555
4595
900
91
4777
41
840
821
49
44
36
80
78
90
28
52
62
27
18
760
712
3
6
721
683
710
671
637
690
4990
596
554
4771
602
576
556
3
3
L
L
3
L
L
L
L
L
L
L
L
L
3
L
L
L
L
L
3
L
L
L
L
3
3
3
L
L
L
L
3
3
L
L
L
3
L
L
L
L
L
3
L
L
L
L
L
3
L
L
L
3
L
L
L
!
!
!
!
!/
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!/
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!/
!
!
!
!
!
!
!
!
!
!
!
!
!
!
! !
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
8
12
6
8
6
8
6
8
8
8
8
8
8
8
6
8
6
6
12
12
8
6
8
8
8
8
8
6
6
8
12
12
8
12
8
8
8
8
8
8
12
8
8
8
12
8
8
8
12
8
8
6
8
6
8
6
8
8
8
8
8
8
8
8
12
12
8
6
8
8
8
6
8
8
8
6
8
8
6
8
8
6
8
8
8
8
12
8
8
8
8
8
8
8
12
8
8
6
12
8
6
8
6
8
8
8
12
8
6
6
8
8
8
8
8
12
8
8
12
8
8
8
8
12
8
8
8
12
8
12
6
WASTEWATER COLLECTION
THIS QUARTER SECTION MAP WAS COMPILED FROM EXISTING 
AVAILABLE RECORDS.  THE CITY OF CHANDLER WILL NOT BE 
RESPONSIBLE FOR ERRORS OR OMISSIONS THAT MIGHT OCCUR.  
INDEPENDENT VERIFICATION IS RECOMMENDED.
°
400
0
200
Feet
20-53
20-53
20-52
20-54
21-53
19-53
21-54
19-52
19-54
CHANDLER HEIGHTS
I10
SR87
SR202
SR101
(10/21/2021) 
MANHOLES
!
GPS VERIFIED
!/
NOT VERIFIED
CLEANOUTS
L
GPS VERIFIED
3
NOT VERIFIED
MAINS
ACTIVE
DESIGN
PRIVATE
N:\GIS\DATA\MAPBOOKS
Suction Manhole
Bypass #4
Bury at Entrance
1 month duration

W OAKWOOD LAKES DR
S PLEASANT DR
W BEE
C
H
N
U
T
D
R
S FELIX WY
W
BEECHNU
T
DR
E OAKW
OOD HIL
LS DR
S CLOVER CT
ANT DR
S
W NOLAN WY
W
B
A
RT
S FELIX WY
E
O
AK
WOO
D
HI
LL
S
D
R
S PLE
ASA
NT
CT
S BOX
S
M
C
C
L
E
L
LAND DR
S CAMELL
IA
DR
S COTT
O
N
D
R
W
N
OLAN W
Y
W
C
HERRYWOOD DR
S FERN CT
OT
T
ON
CT
E ARRO
WVALE DR
W CHERRYWOOD DR
S TUMBLEWEED LN
S
R
24409
4
10427
5120
10501
5101
10519
865
864
10531
871
870
853
824
5114
29
814
800
28
780
774
770
754
744
743
740
10701
725
724
705
695
665
694
5083
692
19
675
21
650
595
24404
4995
934
33
925
914
32
5081
5061
844
860
10543
5134
810
13
804
795
792
773
5041
800
5102
4950
16
5122
5102
24406
4420
670
22
5221
24419
641
4971
10415
943
5100
5080
910
5021
874
890
880
861
845
5123
851
12
825
10601
5155
5135
5040
10625
775
745
5123
720
695
5082
711
700
24
682
680
5220
673
671
4980
4970
23
665
661
24408
24412
954
985
944
5060
5121
5082
883
873
850
5154
831
815
813
801
802
790
785
784
5141
5101
5081
10649
26
734
723
685
10713
705
10719
5043
10731
684
5200
18
652
5201
4991
6
3
965
9
10507
894
10513
885
884
903
875
5122
855
30
843
830
823
805
794
5120
5080
1
793
14
27
10643
751
15
733
713
701
10725
655
17
672
660
651
24416
24413
945
975
10433
904
913
11
863
835
5115
811
10619
803
5100
763
753
750
741
731
730
10709
714
704
693
5063
685
683
5180
662
655
24413
5101
955
7
963
10421
8
935
953
915
933
905
923
5020
10
10525
5083
10537
834
10549
10555
833
5095
10613
5060
783
10631
715
10655
5103
25
703
675
20
663
24401
24407
5161
5121
640
4981
5095
5
2
973
924
955
5040
895
900
31
893
5102
891
854
5103
841
840
821
10607
5121
5061
10637
765
760
755
5122
5082
5083
715
721
710
690
4990
5241
5181
5141
L
L
L
L
L
L
L
L
L
L
3
L
3
L
L
3
L
3
3
L
L
L
L
L
L
!
!
!/
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!/
!
!
!
! !
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
8
12
6
12
8
12
6
8
12
8
8
12
8
6
12
8
6
8
8
8
12
8
6
8
8
8
8
8
12
8
8
8
12
8
8
12
8
8
8
8
8
8
8
8
8
8
12
12
WASTEWATER COLLECTION
THIS QUARTER SECTION MAP WAS COMPILED FROM EXISTING 
AVAILABLE RECORDS.  THE CITY OF CHANDLER WILL NOT BE 
RESPONSIBLE FOR ERRORS OR OMISSIONS THAT MIGHT OCCUR.  
INDEPENDENT VERIFICATION IS RECOMMENDED.
°
400
0
200
Feet
21-53
21-53
21-54
20-53
22-53
22-54
20-52
20-54
ALMA SCHOOL
CHANDLER HEIGHTS
I10
SR87
SR202
SR101
(10/21/2021) 
MANHOLES
!
GPS VERIFIED
!/
NOT VERIFIED
CLEANOUTS
L
GPS VERIFIED
3
NOT VERIFIED
MAINS
ACTIVE
DESIGN
PRIVATE
N:\GIS\DATA\MAPBOOKS
Suction Manhole
Bypass #4
Tie in from Suction
Manhole on Qtr
Section 20-53
Bury Across Chandler
Heights
Bury at Shopping 
Entrance

S ARIZONA PL
S ARIZONA PL
Y
EVADA ST
D
E TAURUS PL
S EILEEN DR
E TEAKWOOD DR
E BIRCHWOOD PL
S JASMINE DR
E BARTLETT WY
E CEDAR PL
S J
S 
E BARTLETT W
S
S WASHINGTON ST
E TAURUS PL
E BARTLETT WY
S ARIZONA PL
E ELMWOOD PL
E ELMWOOD PL
73
5471
5421
111
161
42
28
185
13
213
20
60
66
64
62
100
112
80
102
90 89
95
11409
95
526
534
95
35
5151
5450
5440
5420
5400
63
5290
94
B
D
173
27
33
195
34
21
22
215
110
115
263
69
68
273
91
97
78
79
92
494
9
27
5
21
0
5205
5540
5310
5300
A
5541
103
112
E
122
164
182
12
6
5
205
204
203
53
54
39
24
63
71
107
73
105
245
84
98
11415
5270
5280
70
83
5551
5531
5521
5481
5431
101
105
100
133
162
46
48
45
31
16
184
50
26
193
1
224
61
108
235
74
99
76
77
88
1
45
0
5460
80
5461
5451
91
92
104
F
120
123
135
4995
172
171
41
15
C
40
51
37
56
57
59
36
23
253
225
65
67
83
86
96
486
33
75
55
25
5550
60
84
121
125
4981
165
183
29
14
9
7
8
255
214
35
116
70
104
93
87
502
518
22
85
65
5410
5441
132
24053
32
10
47
4
25
2
38
109
114
113
103
85
283
82
450
510
5430
74
90
93
102
95
110
113
115
131
130
G
163
175
174
49
44
43
30
17
194
19
18
3
52
55
58
72
106
111
75
81
87
101
94
03
L
L
3
3
L
3
LL
3
L
3
3
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
3
3
L
L
L
3
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
3
LL
3
3
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
3
L
3
L
L
L
L
L
L
L
L
L
L
L
L
3
L
L
L
L
L
3
L
33
L
3
L
L
L
L
L
L
L
L
3
L
L
L
3
L
L
3
L
L
L
L
L
L
L
L
3
L
L
L
L
L
L
L
L
L
L
L
L
L
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!/
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
8
12
12
8
8
12
12
12
8
8
8
8
12
8
8
8
8
8
8
12
8
8
8
12
8
12
WASTEWATER COLLECTION
THIS QUARTER SECTION MAP WAS COMPILED FROM EXISTING 
AVAILABLE RECORDS.  THE CITY OF CHANDLER WILL NOT BE 
RESPONSIBLE FOR ERRORS OR OMISSIONS THAT MIGHT OCCUR.  
INDEPENDENT VERIFICATION IS RECOMMENDED.
°
400
0
200
Feet
21-55
21-55
21-54
21-56
22-55
20-55
22-56
20-54
20-56
22-54
ARIZONA
CHANDLER HEIGHTS
I10
SR87
SR202
SR101
(10/21/2021) 
MANHOLES
!
GPS VERIFIED
!/
NOT VERIFIED
CLEANOUTS
L
GPS VERIFIED
3
NOT VERIFIED
MAINS
ACTIVE
DESIGN
PRIVATE
N:\GIS\DATA\MAPBOOKS
Sacrificial Manhole
Suction Manhole
Bury across Chandler
Heights & S. Colorado
Bury across Villa's Entrance
Little flow; Pump w/
truck
Bury across Entrance
Bury across Entrance
4 month duration

S EILEEN DR
S EILEEN DR
S WASHINGTON ST
S WASHINGTON ST
ST
E
CANYON
W
Y
S PINELAKE WY
S NEVADA ST
S NEV
A
D
A
S
T
S VIRGINIA WY
E
M
E
AD PL
E CANYON WY
E SAN CARL
S COLORADO ST
S WASHINGTON ST
E MEAD DR
S VIRGINIA WY
E MEAD DR
E
L
AKE DR
E SAN CARLOS WY
E LYNX PL
S WASHINGTON ST
E CRESCENT PL
ON ST
E TONTO PL
S DELAWARE ST
E S
A
N CARLOS
WY
E TONTO PL
E BARTLETT WY
S
F
R
ES
NO ST
S DELAWARE ST
E BARTLETT W
S FRESNO ST
E HORSE
S
H
E CR
E HORSESHOE DR
S DELAWARE ST
S EXETER ST
S DELAWARE ST
S
F
R
E
S
N
O
S
T
E TONTO PL
E POWELL WY
E CANYON WY
E BARTLETT WY
S ARIZONA PL
E HAVASU PL
E CRESCEN
T
P
L
E HOR
S
E
SHOE DR
S COLORADO ST
E MEAD DR
S JASMINE DR
S EX
E
T
E
R
S
T
E LYNX WY
S NEVADA ST
E RAINBOW D
S FRESNO ST
PURE
 FITNESS
CHANDLER UNITED 
METHODIST CHURCH
4835
4811
111
135
142
4901
196
193
188
13
201
207
210
223
228
238
240
243
240
100
112
262
282
282
95
4877
408
415
412
438
441
6
455
457
466
471
4898
495
492
498
526
534
538
13
101
121
97
112
129
130
131
152
151
137
148
139
167
186
184
194
4440
204
208
225
222
220
110
115
251
250
248
246
233
257
263
258
256
254
273
270
268 269
271
91
97
276
271
287
288
92
290
409
401
400
421
421
431
430
440
444
450
452
4530
460
479
470
494
498
499
519
513
519
527
535
536
4
50
4911
92
116
119
120
146
127
132
168
179
197
12
6
203
202
200
5
227
218
237
232
241
230
250
242
260
255
267
261
105
260
278
98
405
413
411
427
436
437
4755
461
460
4888
4858
4580
488
4879
480
4808
497
521
528
539
98
108 109
102
111
145
128
122
155
152
175
174
185
192
190
206
205
1
241
220
229
239
230
234
242
251
259
262
99
269
277
281
275
274
272
4575
404
407
6
414
419
417
426
420
431
441
453
56
4775
469
489
511
504
4860
517
520
126
131
4995
156
141
160
160
170
169
182
180
195
190
217
227
231
241
232
253
247
252
250
271
267
263
279
292
96
4887
422
435
433
6
447
451
4505
4485
4465
4795
4878
468
478
486
518
518
512
519
538
00
4845
82
112
136
130
110
141
140
121
4981
176
172
170
183
181
178
189
14
9
7
8
231
229
221
255
240
224
231
237
116
252
259
257
104
266
261
279
280
272
280
278
290
291
93
411
403
420
425
428
446
451
448
462
4868
487
484
4838
502
4880
4859
518
4839
500
537
4
106
102
107
125
117
142
150
138
149
140
150
171
162
180
10
191
209
4
2
239
238
236
249
248
109
114
113
253
251
258
272
268
270
283
277
273
289
410
6
432
439
450
440
4735
4550
489
510
505
520
538
14
4949
99
122
132
120
118
147
157
4825
173
4955
177
187
4441
18
3
230
228
226
219
235
247
245
249
262
261
244
252
260
111
265
264
101
281
270
297
289
94
4555
410
402
418
424
423
429
6
434
430
443
445
454
442
4445
456
465
476
477
503
529
479
539
L
L
L
LL L
L
L
L
L
L
L
L
L
L
L
L
3
L
3
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
3
L
3
L
3
L
3
L
L
L
L
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!/
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
! !
!
!
!
!
!
!
!
!
!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
8
10
12
6
8
12
10
8
12
8
8
8
8
8
6
8
8
12
12
8
8
8
8
8
8
8
8
8
8
8
12
8
8
8
8
8
6
8
8
8
12
8
8
8
12
12
8
8
6
8
12
10
8
12
8
8
8
8
8
8
10
8
8
8
8
8
8
8
8
8
12
WASTEWATER COLLECTION
THIS QUARTER SECTION MAP WAS COMPILED FROM EXISTING 
AVAILABLE RECORDS.  THE CITY OF CHANDLER WILL NOT BE 
RESPONSIBLE FOR ERRORS OR OMISSIONS THAT MIGHT OCCUR.  
INDEPENDENT VERIFICATION IS RECOMMENDED.
°
400
0
200
Feet
20-55
20-55
20-54
20-56
19-55
21-55
19-54
21-56
21-54
19-56
ARIZONA
CHANDLER HEIGHTS
I10
SR87
SR202
SR101
(10/21/2021) 
MANHOLES
!
GPS VERIFIED
!/
NOT VERIFIED
CLEANOUTS
L
GPS VERIFIED
3
NOT VERIFIED
MAINS
ACTIVE
DESIGN
PRIVATE
N:\GIS\DATA\MAPBOOKS
Suction Manhole
Bury across Arizona Ave
Close Entrance

S PEDEN DR
E PEACEFUL LN
S CAL
IF
O
RNI
A ST
REGON CT
S EILEEN DR
S EILEEN DR
W
W
RIO GRAND
E
D
R
S IOWA ST
W
S
U
N
S
HI
NE
PL
S PLATINUM CT
S FU
LTO
N RA
NC
H
BL
S EILEEN DR
S SUNL
AN
D D
R
W
L
YN
X WY
S SEA BREE
ZE
P
L
W
C
A
NYON WY
S OREGON ST
W LAKE DR
E ME
S PED
EN
DR
S ETH
AN
PL
S ALOHA DR
S PARADISE LN
S CALI
FO
RNIA PL
W
B
LUE RIDGE WY
S GOLD CT
INE PL
W
C
A
N
Y
O
N
W
Y
MONY PL
Y
S ROCKWOOD 
S SUNLAND DR
S
S COT
T
O
W C
H
ERR
Y
WOOD DR
W POWEL
L W
Y
S
S
E
A B
REE
Z
E PL
W CRESCENT WY
S ARIZONA PL
W POW
ELL
WY
W HOR
SES
HO
E
PL
S
E
T
H
A
N
PL
S DESERT VIEW DR
S PLATINUM CT
LD CT
VALLEY OF THE SUN
MORTUARY & CEMETARY
CVS PHARMACY
650
613
601
577
561
560
553
4511
507
500
1
440
4550
4551
4720
380
370
4741
205
270
244
4530
236
132
224
131
4531
4510
116
71
57
611
600
1
4971
580
571
52
91
81
4440
1
450
21
4800
4850
4820
193
4550
175
4540
156
154
134
137
4521
123
119
94
77
58
4523
13
101
612
555
590
570
520
11
4450
455
400
4810
225
206
177
153
152
159
138
220
118
93
91
53
4533
5050
4801
16
49
4991
603
571
551
540
500
521
551
1
11
71
350
290
4860
4570
135
96
95
4470
79
56
52
32
31
614
4781
4761
581
510
560
533
506
480
4740
81
1
4731
4840
203
198
4452
151
4520
4462
114
208
204
4990
4751
57
604
557
1
570
526
21
550
561
01
531
530
540
4521
460
420
4460
410
01
390
226
4456
4560
159
186
250
155
133
139
136
98
99
55
4920
35
34
33
4900
15
12
82
4791
530
640
4981
573
10940
490
513
4531
4750
430
443
4830
185
197
149
173
240
157
117
115
97
72
74
54
51
4461
36
4831
4811
106
102
4771
55
602
576
556
570
541
527
520
531
521
4540
91
4730
360
174
199
178
179
4472
228
113
4463
112
111
92
78
76
75
4532
4522
4460
73
4512
4471
59
4821
14
11
494
L
L
L
L
3
L
L
L
L
L
L
3
3
L
3L
L
L
3
3
L
3
L
L
L
L
3
L
L
3
3
L
L
L
L
L
L
L
3
L
3
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
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WASTEWATER COLLECTION
THIS QUARTER SECTION MAP WAS COMPILED FROM EXISTING 
AVAILABLE RECORDS.  THE CITY OF CHANDLER WILL NOT BE 
RESPONSIBLE FOR ERRORS OR OMISSIONS THAT MIGHT OCCUR.  
INDEPENDENT VERIFICATION IS RECOMMENDED.
°
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20-54
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21-53
19-55
ARIZONA
CHANDLER HEIGHTS
I10
SR87
SR202
SR101
(10/21/2021) 
MANHOLES
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GPS VERIFIED
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NOT VERIFIED
CLEANOUTS
L
GPS VERIFIED
3
NOT VERIFIED
MAINS
ACTIVE
DESIGN
PRIVATE
N:\GIS\DATA\MAPBOOKS
Discharge Manhole

9229 S Hardy Drive  Tempe, AZ 85284
Phone: 480-626-5257   Email: Sales@cpepumps.com
Quote #:
CP22-602
Job Name:
Bypass 1
Customer:
Contact: 
Mark McLafferty
Location:
Phone:
602-877-9392
Chandler AZ
Email:
MMcLaffertyt@achen.com
 
Rental Equipment
RATES
Qty
Unit
Rental Period
Description
Day
Week
4 Week
Total
1
ea
Week
800 Gallon Vac. Trailer and P/U Truck
2,602.50
$ 
2,602.50
$      
14
Day
Est. Fuel 30 Gal. per Day @ $6.25 per Gal.
187.50
$    
2,625.00
$     
14
Day
1 Man 12/7 Pump Watch @ $60.00 per Hr.
720.00
$    
10,080.00
$   
QUANTITIES ARE ESTIMATES
 2 Week Rental Total
17,910.00
$    
QUANTITIES USED WILL BE BILLED
 
Daily trip charge $75.00 x 14
1,050.00
$        
Estimated Sale Tax
223.82
$           
ESTIMATE TOTAL 
$18,960.00
 
Prepared by:
Jerry Sheatz
Accepted by:
 
Date:
Date:
Subject to Terms and Conditions on Page 2
Estimate valid for 30 days from issuance date
Thursday, April 7, 2022
Snedigar Sports Complex
Chandler Heights Rd.
Utility Relocations
Achen Gardner
550 S. 79th St.
Chandler AZ

9229 S Hardy Drive  Tempe, AZ 85284
Phone: 480-626-5257   Email: Sales@cpepumps.com
Quote #:
CP22-591
Job Name:
Bypass 2&3
Customer:
Contact: 
Mark McLafferty
Location:
Phone:
602-877-9392
Chandler AZ
Email:
MMcLaffertyt@achen.com
 
Rental Equipment
RATES
Qty
Unit
Rental Period
Description
Day
Week
4 Week
Total
2
ea
4 Week
4" x 4" Silenced Pump
210.00
$     
630.00
$    
1,890.00
$   
3,780.00
$      
2
ea
4 Week
10' X 12' Spill Berms
16.67
$       
50.00
$      
150.00
$      
300.00
$         
1100
ft
4 Week
6" SDR17 HDPE Pipe
0.08
$         
0.24
$        
0.72
$          
792.00
$         
4
ea
4 Week
4" X 20' Suction Hoses
13.33
$       
40.00
$      
120.00
$      
480.00
$         
1
ea
4 Week
6' x 6" Bridges
45.00
$       
135.00
$    
405.00
$      
405.00
$         
2
ea
4 Week
12' x 6" Bridges
50.00
$       
150.00
$    
450.00
$      
900.00
$         
1
ea
4 Week
Misc. Pipe, Hose & Fittings
33.33
$       
100.00
$    
300.00
$      
300.00
$         
1
ea.
Sale
Engineer Stamped Bypass Plans
950.00
$     
950.00
$        
28
Day
Est. Fuel 30 Gal. per Day @ $6.25 per Gal.
187.50
$    
5,250.00
$     
28
Day
1 Man 24/7 Pump Watch @ $60.00 per Hr.
1,440.00
$ 
40,320.00
$   
QUANTITIES ARE ESTIMATES
 4 Week Rental Total
53,477.00
$    
QUANTITIES USED WILL BE BILLED
 
Delivery
340.00
$           
** This system is designed to deliver 450 GPM@ 35' TDH with 100%
   redundancy on pumps only **
Pick-up
340.00
$           
** Overtime charges do not apply **
Estimated Install Labor
2,800.00
$        
Pump Relcation 2 to 3
975.00
$           
Estimated Removal Labor
1,250.00
$        
Estimated Sale Tax
598.30
$           
ESTIMATE TOTAL 
$59,182.00
 
Prepared by:
Jerry Sheatz
Accepted by:
 
Date:
Date:
Subject to Terms and Conditions on Page 2
Estimate valid for 30 days from issuance date
Chandler Heights Rd.
Utility Relocations
Achen Gardner
550 S. 79th St.
Chandler AZ
Tuesday, April 5, 2022
S. Fulton Ranch Blvd. & Alam School Rd.

9229 S Hardy Drive  Tempe, AZ 85284
Phone: 480-626-5257   Email: Sales@cpepumps.com
Quote #:
CP22-594
Job Name: Chandler Heights Rd.
Utility Relocations
Bypass 4
Customer:
Achen Gardner
550 S. 79th St.
Chandler AZ
Contact: 
Mark McLafferty
Location:
Chandler Heights & Alam School Rd.
Phone:
602-877-9392
Chandler AZ
Email:
MMcLaffertyt@achen.com
 
Rental Equipment
RATES
Qty
Unit
Rental Period
Description
Day
Week
4 Week
Total
8
ea
4 Week
4" x 4" Silenced Pump
$
210.00
$
630.00
$ 1,890.00
$
15,120.00
8
ea
4 Week
10' X 12' Spill Berms
$
16.67
$
50.00
$
150.00
$
1,200.00
700
ft
4 Week
6" SDR17 HDPE Pipe
$
0.08
$
0.24
$
0.72
$
504.00
500
ft
4 Week
8" SDR17 HDPE Pipe
$
0.10
$
0.30
$
0.90
$
450.00
4
ea
4 Week
4" X 20' Suction Hoses
$
13.33
$
40.00
$
120.00
$
480.00
2
ea
4 Week
6' x 6" Bridges
$
45.00
$
135.00
$
405.00
$
810.00
2
ea
4 Week
28' x 6" Bridges
$
60.00
$
180.00
$
540.00
$
1,080.00
1
ea
4 Week
Misc. Pipe, Hose & Fittings
$
33.33
$
100.00
$
300.00
$
300.00
1
ea.
Sale
Engineer Stamped Bypass Plans
$
950.00
$
950.00
28
Day
Est. Fuel 90 Gal. per Day @ $6.25 per Gal.
$
562.50
$
15,750.00
28
Day
2 Man 24/7 Pump Watch @ $120.00 per Hr. $ 2,880.00
$
80,640.00
QUANTITIES ARE ESTIMATES
 4 Week Rental Total
$ 117,284.00
QUANTITIES USED WILL BE BILLED
 
Delivery
$
600.00
** Each pump station is designed to deliver 450 GPM@ 35' TDH 
   with 100% redundancy on pumps only **
Pick-up
$
600.00
** Overtime charges do not apply **
Estimated Install Labor
$
5,300.00
Estimated Removal Labor
$
1,475.00
Estimated Sale Tax
$
1,715.18
ESTIMATE TOTAL 
$125,259.00
 
Prepared by:
Jerry Sheatz
Accepted by:
 
Date:
Wednesday, April 6, 2022
Date:
Subject to Terms and Conditions on Page 2
Estimate valid for 30 days from issuance date

9229 S Hardy Drive  Tempe, AZ 85284
Phone: 480-626-5257   Email: Sales@cpepumps.com
Quote #:
CP22-600
Job Name:
Bypass 5
Customer:
Contact: 
Mark McLafferty
Location:
Phone:
602-877-9392
Chandler AZ
Email:
MMcLaffertyt@achen.com
 
Rental Equipment
RATES
Qty
Unit
Rental Period
Description
Day
Week
4 Week
Total
6
ea.
4 Week
4" x 4" Silenced Pump
210.00
$     
630.00
$    
1,890.00
$   
11,340.00
$    
1
ea.
4 Week
800 Gallon Vac. Trailer and P/UTruck
867.50
$     
2,602.50
$ 
7,807.50
$   
7,807.50
$      
6
ea.
4 Week
10' X 12' Spill Berms
16.67
$       
50.00
$      
150.00
$      
900.00
$         
700
ft
4 Week
6" SDR17 HDPE Pipe
0.08
$         
0.24
$        
0.72
$          
504.00
$         
1500
ft
4 Week
8" SDR17 HDPE Pipe
0.10
$         
0.30
$        
0.90
$          
1,350.00
$      
6
ea.
4 Week
4" X 20' Suction Hoses
13.33
$       
40.00
$      
120.00
$      
720.00
$         
2
ea.
4 Week
6' x 6" Bridges
45.00
$       
135.00
$    
405.00
$      
810.00
$         
2
ea.
4 Week
28' x 6" Bridges
60.00
$       
180.00
$    
540.00
$      
1,080.00
$      
1
ea.
4 Week
Misc. Pipe, Hose & Fittings
33.33
$       
100.00
$    
300.00
$      
300.00
$         
1
ea.
Sale
Engineer Stamped Bypass Plans
950.00
$     
950.00
$        
28
Day
Est. Fuel 90 Gal. per Day @ $6.25 per Gal.
562.50
$    
15,750.00
$   
28
Day
2 Man 24/7 Pump Watch @ $120.00 per Hr.
2,880.00
$ 
80,640.00
$   
QUANTITIES ARE ESTIMATES
 4 Week Rental Total
122,151.50
$  
QUANTITIES USED WILL BE BILLED
 
Delivery
490.00
$           
** Each pump station is designed to deliver 450 GPM@ 35' TDH 
   with 100% redundancy on pumps only **
Pick-up
490.00
$           
** Overtime charges do not apply **
Estimated Install Labor
5,200.00
$        
Estimated Removal Labor
1,250.00
$        
Estimated Sale Tax
2,133.79
$        
ESTIMATE TOTAL 
$129,581.50
 
Prepared by:
Jerry Sheatz
Accepted by:
 
Date:
Date:
Subject to Terms and Conditions on Page 2
Estimate valid for 30 days from issuance date
Wednesday, April 6, 2022
Chandler Heights & Arizona Ave
Chandler Heights Rd.
Utility Relocations
Achen Gardner
550 S. 79th St.
Chandler AZ
16 WEEK RENTAL TOTAL $487,656.00
$497,219.00
BYPASS1           
BYPASS 2&3    
BYPASS 4
BYPASS 5
$18,960
$59,182
$125,259
$497,219
$700,620

Achen-Gardner Construction, LLC
Account: 120490
550 S 79TH ST
CHANDLER, AZ, 85226
Mark McLafferty
480-940-1300
mmclafferty@achen.com
26001 S Arizona Ave
Chandler, AZ, 85248
480-895-9225
rainforrent.com
JWILSON@rainforrent.com
Rain For Rent
Dear Mark McLafferty,
Thank you for your inquiry. As requested, please find attached our proposal 1092-IND-2017223 for (1/9) Snedigar- Chandler CMAR
Pkg 3. We value this opportunity to provide a solution for your liquid handling need and we are committed to partnering with you to
ensure your project's safe execution and completion.
To convert this proposal into a confirmed order WITHOUT ANY CHANGES, please click the "Start Signing" button to begin the
electronic signature process.
If you would like to CHANGE anything in this proposal or discuss anything further, please call Jon Wilson at 480-895-9225.
Thank you, and I look forward to working with you.
Regards,
Jon Wilson
JWILSON@rainforrent.com
Mobile: 602-725-7839
Branch: 480-895-9225
26001 S Arizona Ave
Chandler, AZ, 85248

Achen-Gardner Construction, LLC
Account: 120490
Proposal: 1092-IND-2017223
Sales Rep: Jon Wilson
Rain For Rent
Proposal #
1092-IND-2017223
Project Name
(1/9) Snedigar- Chandler CMAR
Pkg 3
Date Prepared
4/12/2022
Est. Delivery Date
5/9/2022
Prevailing Wage
No
Est. Completion Date
6/13/2022
Project Location
Snedigar Park MH
Chandler, AZ, 85226
Project Summary
Pump Truck to service low flow MH on-call.
STATEMENT OF WORK
RFR Responsibilities & Scope of Work
Rain for Rent (RFR) will provide the following:  
Scheduling 3rd party vendor to provide MH suction/disposal as needed.
Reference Materials
Project is quoted based on applicable/customer provided reference materials noted below: 
Plans, job walk, customer meeting wherein Customer stated preference for Vac-Truck service was received.
Operating Parameters
3rd Party Vac-Truck service to empty and dispose of sewage from inside Snedigar Park MH.
Services ordered as needed by Pump Station operator at Fulton Rd.
Customer Responsibilities
It is the customer’s responsibility to inform RFR about prevailing wage at time of proposal. If RFR is informed after the quote is issued that 
certified payroll is required, quote will be subject to additional charges.  
 
Jobsite: 
Customer is responsible for: 
1. Informing RFR of any jobsite or general requirement(s) to perform work on location. 
2. Securing permits, fees, bonding, right of ways, vehicular/pedestrian traffic control, and security.  
3. Providing safe, secure access and egress to the serviced Manhole. Access is defined as an unlocked gate for 24/7 access as needed when MH 
needs to be emptied.
4. Any damage to the environment including trees, vegetation, stream banks, or any other part of the site caused by the installation, removal, 
construction, pulling or dragging of equipment, or operation of the equipment that would require site restoration or environmental 
countermeasures. 
5. Any excavation, saw cutting, trench plating for the purpose of road crossings, backfilling, restoration, modification, or alteration of any 
permanent structure or site element including changes to pump pad preparation, suction, or discharge chambers during duration of job 
(including installation and removal). 
 
System:  
1. Customer will provide dedicated contact person to notify when services are required to access the suction manhole.. 
2. Customer will supply all needed water for the commissioning, startup, and system testing. Project specific criteria for hydrotesting can be 
provided at an additional charge.  
3. By accepting this quotation, the customer has acknowledged that the equipment proposed herein is suitable for its intended application and 
accepts all liabilities associated with its use. Customer is responsible for compliance with appropriate liquid/material quality standards, 
regulations, and testing protocols to meet all federal, state, local and job location specific requirements. Customer is responsible for all 
waste materials associated with this equipment/system. 
Proposal Number 1092-IND-2017223 Confidentiality Notice: This proposal and any associated document(s) are privileged and confidential and are intended for the sole use of the
addressee(s). They cannot be used, circulated, duplicated, quoted, or otherwise referred to or disclosed to third parties for any reason without the written consent of an Officer of
Western Oilfields Supply Company dba/Rain for Rent. If you have received this information in error, please immediately contact us at info@rainforrent.com.
Page 2 of 6

Achen-Gardner Construction, LLC
Account: 120490
Proposal: 1092-IND-2017223
Sales Rep: Jon Wilson
Rain For Rent
Customer is responsible for: 
1. Additional cost associated with 3rd party vendor work in confined spaces, if required.
2. Protecting system from damage including any freeze protection necessary to safeguard equipment from damage. Should equipment become 
frozen and damaged, customer is responsible for repair of equipment. RFR can provide necessary freeze protection at an additional charge 
per executed change order. Equipment stays on rent until it can be returned. 
3. Using equipment in a safe and proper manner in accordance with manufacturers' recommendations, regulatory standards, and industry best 
practices. Improper usage may cause equipment/system failure, damage, possible incidents, injuries, and spills. 
4. Customer is responsible for identifying at-risk service laterals to evaluate and mitigate the potential for sewage backups. Customer must 
communicate the risk of flooding and other potential issues to affected property owners. This may require customer to install additional 
sewer plugs or backflow preventers.
5.  Customer will provide sewer plugs and any associated installation, monitoring, and removal of sewer plugs.
6. Customer is responsible for any residual fluids in system once project is concluded to remove and properly dispose of.
Upon Pickup: 
Contact the RFR office at 480.895.9225 to schedule End of Operations.  
Flushing and cleaning of equipment must be performed to RFR’s standards prior to being called off rent. RFR personnel will perform a visual 
inspection. It is recommended to have a customer representative on-site during inspection. Equipment found not to be in “delivered 
condition” will not be picked up. 
Project Scheduling & Billing
This quote is valid for 30 days. For the quoted items, RFR requires an fully executed document prior to scheduling equipment and crew, subject to 
availability.  
 
Estimated schedule durations:  
Mobilization/Installation: 2-3 day advance notice required
Operation:  5 hour minimum
RFR to determine service quantities and intervals.
Customer acknowledges that availability of equipment/system and/or media will be confirmed at time of order. Additional freight charges may 
apply subject to mutually agreed upon change order.  
 
Billing  
Delivery and labor for this project will be billed upon completion of the services.
Safety
Each employee is expected to adhere to the RFR Environmental, Health and Safety programs, which will protect the environment, the health and 
safety of the customer, employees, and others. RFR asks for your full cooperation to succeed in this expected outcome. 
Proposal Number 1092-IND-2017223 Confidentiality Notice: This proposal and any associated document(s) are privileged and confidential and are intended for the sole use of the
addressee(s). They cannot be used, circulated, duplicated, quoted, or otherwise referred to or disclosed to third parties for any reason without the written consent of an Officer of
Western Oilfields Supply Company dba/Rain for Rent. If you have received this information in error, please immediately contact us at info@rainforrent.com.
Page 3 of 6

Achen-Gardner Construction, LLC
Account: 120490
Proposal: 1092-IND-2017223
Sales Rep: Jon Wilson
Rain For Rent
SERVICE ITEMS
Description
Price
SERVICE 3rd Party MH Pumping per visit.
$2,630.00
Service Total
$2,630.00
Proposal Number 1092-IND-2017223 Confidentiality Notice: This proposal and any associated document(s) are privileged and confidential and are intended for the sole use of the
addressee(s). They cannot be used, circulated, duplicated, quoted, or otherwise referred to or disclosed to third parties for any reason without the written consent of an Officer of
Western Oilfields Supply Company dba/Rain for Rent. If you have received this information in error, please immediately contact us at info@rainforrent.com.
Page 4 of 6

Achen-Gardner Construction, LLC
Account: 120490
Proposal: 1092-IND-2017223
Sales Rep: Jon Wilson
Rain For Rent
SERVICES
Estimated Services
$2,630.00
GRAND TOTAL
$2,630.00
-Estimated costs do not include taxes
-Recurring rental project costs will be on a cycle/week/day basis+ tax
PO Number:
By signing this proposal, customer represents that he/she has read and agreed to both the Statement of Work and Quote Agreement sections, and
is also agreeing to the grand total amount listed above, plus any recommended optional items if accepted and initialed. If customer requires a
Purchase Order number to process and submit payment, it must be supplied to Rain for Rent at the time of acceptance of this proposal.
Proposal Acknowledgement
Date
Customer Signature
Customer Name
{{Fullname*}}
{{Signature*}} 
{{Signdate}}
Engine driven equipment will be delivered with at least 50% fuel. A Fuel Convenience Charge will be implemented on a per gallon basis up to the
delivered fuel level. Customer acknowledges that the Fuel Convenience Charge is not a retail sale of fuel. Customer may avoid the Fuel
Convenience Charge if the Customer returns the Equipment at delivered level. The fuel convenience fee will be charged per gallon. No refunds
will be given for a higher level of fuel upon return.
Created Date: 4/6/2022
Proposal Number 1092-IND-2017223 Confidentiality Notice: This proposal and any associated document(s) are privileged and confidential and are intended for the sole use of the
addressee(s). They cannot be used, circulated, duplicated, quoted, or otherwise referred to or disclosed to third parties for any reason without the written consent of an Officer of
Western Oilfields Supply Company dba/Rain for Rent. If you have received this information in error, please immediately contact us at info@rainforrent.com.
Page 5 of 6

Achen-Gardner Construction, LLC
Account: 120490
Proposal: 1092-IND-2017223
Sales Rep: Jon Wilson
Rain For Rent
Quote Agreement
If Customer has entered into a Master Service Agreement with Rain for Rent and there is a conflict between these terms and conditions of this Quotation Agreement and the Customer's Master Service
Agreement, then the terms and conditions in the Customer's Master Service Agreement signed by Rain for Rent will prevail. Availability of products and services is subject to change without notice.
Payment terms are net 30 days from invoice date. Interest at the rate of 18% per year shall be charged on any past due invoice. A Fuel Surcharge will be calculated and invoiced based on the diesel fuel
price as published by the Department of Energy on https://www.eia.gov/petroleum/gasdiesel An Environmental Recovery Fee shall apply to all rental charges invoiced for the duration of the rental
pursuant to this quote/Estimate to help offset direct and indirect costs associated with regulatory compliance, obtaining permits, and obtaining licenses. California Air Quality Fee will be added to the cost
of diesel pumps used in California only. This is a State mandated fee. Customer is prohibited from deducting retention from Rain for Rent invoices and charging Rain for Rent liquidated damages. Customer
is responsible for flushing and cleaning tanks, roll off boxes, pipelines, pumps, filters and other Rain for Rent equipment prior to return unless specifically agreed to by both parties in writing. The Terms
and Conditions of the Rain For Rent Rental and Hazardous Material and/or Non-Hazardous Waste Agreement, Credit Application/Master Rental & Sales Agreement, Invoice and this Quotation (also known
as the Rain for Rent Rental/Sale Estimate as may be referenced in any Master Service Agreement, Blanket Purchase Order, or any other contractual document executed between the parties) contain the
complete and final agreement between Rain for Rent and Customer and no other agreement in any way modifying or adding to any of said Terms and Conditions will be binding upon Rain for Rent unless
made in writing and signed by a Rain for Rent Corporate Officer or Rain for Rent authorized representative. The Customer cannot alter the equipment without Rain for Rent's prior written approval.
Customer is responsible for equipment, repairs, maintenance and damage, excluding normal wear and tear or damage caused by Rain for Rent. All returned equipment is subject to inspection by Rain for
Rent personnel. Damages and accrued rent will be invoiced to Customer while equipment is out of service for repairs. The Customer is responsible for damage caused by reactive, corrosive or abrasive
material; including, but not limited to sand, sodium hydroxide, chlorine, and acids. Customer must notify Rain for Rent immediately of any spill so that any necessary repairs to the system can be made and
to minimize service interruption. The Customer assumes all risks of loss due to operation and use of the equipment. Customer will provide "all risk" property insurance for rented equipment. Customer
shall pay Rain for Rent additional expenses caused by unforeseen or changing conditions, including, but not limited to, soil, underground conditions, rock formations, environmental conditions, weather
events, regulations or restrictions, hard pan, boulders, cesspools, gas lines, waterlines, drain pipes, underground electrical conduits or other above ground or underground obstructions. All equipment
rented or used products sold are provided "AS IS, WHERE IS" in their present condition. Rain for Rent makes no warranties, expressed or implied of any kind whatsoever with respect to the equipment or
products. Sold equipment is not to be rented. Customer agrees that customer is renting equipment or purchasing used products based on their judgment and evaluation, without reliance upon any
statements of representations by Rain for Rent, and that Rain for Rent is not responsible for any defects in their operation or for any repairs, parts or services, unless otherwise noted. All new products
sold are provided without warranty beyond the terms of such warranty offered by the manufacturer, if any. Customer must comply with all original manufacturer's terms and conditions for any warranty
claims that may arise. Neither Rain for Rent nor the manufacturer warranties the product if it has failed due to corrosion, misuse or damage; (2) it has been altered, repaired or modified in any way that
would adversely affect its operation; or (3) it was installed or operated other than in accordance with manufacturer's operating instructions. Products supplied by Rain for Rent are warranted to be free
from any defect in workmanship and material under conditions of normal use and service. Rain for Rent's obligation under this warranty is limited to replacing or repairing at the designated
manufacturer's or Rain for Rent facility any part or parts returned to it with transportation charges prepaid, which Rain for Rent determines in its sole discretion to be defective. This Quotation excludes
any additional costs to Rain for Rent associated with Owner Controlled Insurance (OCIP) or WRAP insurance programs that will be added to Rain for Rent's prices. De-watering, Roll-off, Vacuum boxes and
similar equipment are not liquid tight. Rentee accepts full responsibility for all losses, damages and costs caused by or arising out of spills, leakage or discharge from this equipment. Rain for Rent will not
be held liable for any structural or soils subsidence. This Quotation is valid for 30 days and is subject to credit approval. Rain for Rent will take every effort to protect our customers and employees. Due to
the current pandemic, all quoted equipment and services are subject to delay, change, or unilateral cancelation by Rain for Rent. Please be assured every effort will be made to execute the quote as
written. The customer is responsible to inform Rain for Rent of any jobsite hazards, precautions, or entry requirements relating to the Corona Virus prior to Rain for Rent personnel going onsite to perform
work or deliver equipment. This includes informing Rain for Rent if anyone at the jobsite has tested positive and provide a list of actions taken to protect Rain for Rent personnel.
Proposal Number 1092-IND-2017223 Confidentiality Notice: This proposal and any associated document(s) are privileged and confidential and are intended for the sole use of the
addressee(s). They cannot be used, circulated, duplicated, quoted, or otherwise referred to or disclosed to third parties for any reason without the written consent of an Officer of
Western Oilfields Supply Company dba/Rain for Rent. If you have received this information in error, please immediately contact us at info@rainforrent.com.
Page 6 of 6

Achen-Gardner Construction, LLC
Account: 120490
550 S 79TH ST
CHANDLER, AZ, 85226
Mark McLafferty
480-940-1300
mmclafferty@achen.com
26001 S Arizona Ave
Chandler, AZ, 85248
480-895-9225
rainforrent.com
JWILSON@rainforrent.com
Rain For Rent
Dear Mark McLafferty,
Thank you for your inquiry. As requested, please find attached our proposal 1092-IND-2017234 for (2/9) BP #2a Fulton Rd.. We
value this opportunity to provide a solution for your liquid handling need and we are committed to partnering with you to ensure
your project's safe execution and completion.
To convert this proposal into a confirmed order WITHOUT ANY CHANGES, please click the "Start Signing" button to begin the
electronic signature process.
If you would like to CHANGE anything in this proposal or discuss anything further, please call Jon Wilson at 480-895-9225.
Thank you, and I look forward to working with you.
Regards,
Jon Wilson
JWILSON@rainforrent.com
Mobile: 602-725-7839
Branch: 480-895-9225
26001 S Arizona Ave
Chandler, AZ, 85248

Achen-Gardner Construction, LLC
Account: 120490
Proposal: 1092-IND-2017234
Sales Rep: Jon Wilson
Rain For Rent
Proposal #
1092-IND-2017234
Project Name
(2/9)  BP #2a Fulton Rd.
Date Prepared
4/12/2022
Est. Delivery Date
5/30/2022
Prevailing Wage
No
Est. Completion Date
5/30/2022
Project Location
Fulton Rd east of Alma School
Project Summary
1000 ft. discharge.
STATEMENT OF WORK
RFR Responsibilities & Scope of Work
Rain for Rent (RFR) will provide the following:  
Delivery, installation, operation, removal, pickup of all quoted materials/equipment 
Reference Materials
Project is quoted based on applicable/customer provided reference materials noted below: 
Plans, Phone Calls, Engineering Documents, Job Walk(s)
Operating Parameters
Fulton Rd. Sewer bypass designed to convey approximately 1000-1100 peak GPM.
Suction lift 18 ft fluid level to grade
2 ea DV150i 6" pumps with independent suction hoses.
1000 ft common 6" HDPE discharge pipe mechanically coupled.
Aerial bypass illustration included with quotation.
Customer Responsibilities
It is the customer’s responsibility to inform RFR about prevailing wage at time of proposal. If RFR is informed after the quote is issued that 
certified payroll is required, quote will be subject to additional charges.  
 
Jobsite: 
Customer is responsible for: 
1. Informing RFR of any jobsite or general requirement(s) to perform work on location. 
2. Securing permits, fees, bonding, right of ways, vehicular/pedestrian traffic control, and security.  
3. Providing safe, secure access and egress to an adequate staging area throughout the job which could include brush clearing, grading, and 
removal or replacement of any landscape or hardscape in the temporary right of way for the equipment. 
4. Any damage to the environment including trees, vegetation, stream banks, or any other part of the site caused by the installation, removal, 
construction, pulling or dragging of equipment, or operation of the equipment that would require site restoration or environmental 
countermeasures. 
5. Any excavation, saw cutting, trench plating for the purpose of road crossings, backfilling, restoration, modification, or alteration of any 
permanent structure or site element including changes to pump pad preparation, suction, or discharge chambers during duration of job 
(including installation and removal). 
6. Spill response plan
7. Portable toilet nearby pump station.
8. Odor Control Method/Means.
 
System:  
1. RFR will provide dedicated equipment with operator and fuel to perform all needed unloading, testing, operations, maintenance, relocating, 
cleaning, and reloading of provided equipment/system.
2. RFR will provide 24/7 pump operation and troubleshooting.
Proposal Number 1092-IND-2017234 Confidentiality Notice: This proposal and any associated document(s) are privileged and confidential and are intended for the sole use of the
addressee(s). They cannot be used, circulated, duplicated, quoted, or otherwise referred to or disclosed to third parties for any reason without the written consent of an Officer of
Western Oilfields Supply Company dba/Rain for Rent. If you have received this information in error, please immediately contact us at info@rainforrent.com.
Page 2 of 6

Achen-Gardner Construction, LLC
Account: 120490
Proposal: 1092-IND-2017234
Sales Rep: Jon Wilson
Rain For Rent
3. Customer will provide fueling.  
4. 
Customer 
will 
provide 
preventative 
maintenance 
as 
recommended 
by 
manufacturer 
or 
per 
the 
Rental 
Agreement.  https://rainforrentcorp.box.com/v/pumpmaintenance 
5. Customer will supply all needed water for the commissioning, startup, and system testing. Project specific criteria for hydrotesting can be 
provided at an additional charge.  
6. By accepting this quotation, the customer has acknowledged that the equipment proposed herein is suitable for its intended application and 
accepts all liabilities associated with its use. Customer is responsible for compliance with appropriate liquid/material quality standards, 
regulations, and testing protocols to meet all federal, state, local and job location specific requirements. Customer is responsible for all 
waste materials associated with this equipment/system. 
Customer is responsible for: 
1. Any work in confined spaces. 
2. Protecting system from damage including any freeze protection necessary to safeguard equipment from damage. Should equipment become 
frozen and damaged, customer is responsible for repair of equipment. RFR can provide necessary freeze protection at an additional charge 
per executed change order. Equipment stays on rent until it can be returned. 
3. Using equipment in a safe and proper manner in accordance with manufacturers' recommendations, regulatory standards, and industry best 
practices. Improper usage may cause equipment/system failure, damage, possible incidents, injuries, and spills. 
4. Customer is responsible for identifying at-risk service laterals to evaluate and mitigate the potential for sewage backups. Customer must 
communicate the risk of flooding and other potential issues to affected property owners. This may require customer to install additional 
sewer plugs or backflow preventers.
5.  Customer will provide sewer plugs and any associated installation, monitoring, and removal of sewer plugs.
6. Customer shall provide water for equipment flushing prior to end of operation and rental release
Upon Pickup: 
Contact the RFR office at 480.895.9225 to schedule pickup when equipment/system is cleaned and ready to be released.  
Flushing and cleaning of equipment must be performed to RFR’s standards prior to being called off rent. RFR personnel will perform a visual 
inspection. It is recommended to have a customer representative on-site during inspection. Equipment found not to be in “delivered 
condition” will not be picked up. 
Project Scheduling & Billing
This quote is valid for 30 days. For the quoted items, RFR requires an fully executed document prior to scheduling equipment and crew, subject to 
availability.  
 
Estimated schedule durations:  
Mobilization/Installation:  1 day
Operation:   28-days
Removal/Demobilization:  1 day
System Rental Duration:  28-days
 
Customer acknowledges that availability of equipment/system and/or media will be confirmed at time of order. Additional freight charges may 
apply subject to mutually agreed upon change order.  
 
Billing  
Delivery and labor for this project will be billed upon completion of the installation.  
Additional billing as of rental release date or end of rental cycle.
Safety
Each employee is expected to adhere to the RFR Environmental, Health and Safety programs, which will protect the environment, the health and 
safety of the customer, employees, and others. RFR asks for your full cooperation to succeed in this expected outcome. 
Proposal Number 1092-IND-2017234 Confidentiality Notice: This proposal and any associated document(s) are privileged and confidential and are intended for the sole use of the
addressee(s). They cannot be used, circulated, duplicated, quoted, or otherwise referred to or disclosed to third parties for any reason without the written consent of an Officer of
Western Oilfields Supply Company dba/Rain for Rent. If you have received this information in error, please immediately contact us at info@rainforrent.com.
Page 3 of 6

Achen-Gardner Construction, LLC
Account: 120490
Proposal: 1092-IND-2017234
Sales Rep: Jon Wilson
Rain For Rent
Sewer Bypass 2a from Fulton Pkwy 1000 ft to discharge MH.
1 ea 28-day equipment rental = $6,329.80
1 ea 28-day 1-man 24/7 pump station operation = $42,824.00
Details in Statement of Work
Proposal Number 1092-IND-2017234 Confidentiality Notice: This proposal and any associated document(s) are privileged and confidential and are intended for the sole use of the
addressee(s). They cannot be used, circulated, duplicated, quoted, or otherwise referred to or disclosed to third parties for any reason without the written consent of an Officer of
Western Oilfields Supply Company dba/Rain for Rent. If you have received this information in error, please immediately contact us at info@rainforrent.com.
Page 4 of 6

Achen-Gardner Construction, LLC
Account: 120490
Proposal: 1092-IND-2017234
Sales Rep: Jon Wilson
Rain For Rent
PROJECT COSTS
Estimated Rental Total
$6,329.80
Estimated Environmental Recovery Fees
$205.73
Total Estimated Recurring Charges
$6,535.53
SERVICES
Estimated Installation
$2,049.08
Estimated Removal
$1,211.20
Estimated Services
$42,824.00
GRAND TOTAL
$52,619.81
-Estimated costs do not include taxes
-Recurring rental project costs will be on a cycle/week/day basis+ tax
PO Number:
By signing this proposal, customer represents that he/she has read and agreed to both the Statement of Work and Quote Agreement sections, and
is also agreeing to the grand total amount listed above, plus any recommended optional items if accepted and initialed. If customer requires a
Purchase Order number to process and submit payment, it must be supplied to Rain for Rent at the time of acceptance of this proposal.
Proposal Acknowledgement
Date
Customer Signature
Customer Name
{{Fullname*}}
{{Signature*}} 
{{Signdate}}
Engine driven equipment will be delivered with at least 50% fuel. A Fuel Convenience Charge will be implemented on a per gallon basis up to the
delivered fuel level. Customer acknowledges that the Fuel Convenience Charge is not a retail sale of fuel. Customer may avoid the Fuel
Convenience Charge if the Customer returns the Equipment at delivered level. The fuel convenience fee will be charged per gallon. No refunds
will be given for a higher level of fuel upon return.
RPP
$823.17
I have received and reviewed the Rental Protection Plan Agreement incorporated as the last page of this estimate. By initialing this paragraph, I
understand that I am agreeing to enter into and be bound by the terms of the Rental Protection Plan Program Agreement and that I am authorized
to enter into this Agreement on behalf of Customer. FOR ALL RENTALS OF EQUIPMENT, EXCEPT THOSE SPECIFICALLY EXCLUDED, YOU MAY EITHER
SHOW PROOF OF PROPERTY INSURANCE IN ACCORDANCE WITH INSURANCE REQUIREMENTS AND RENTAL AGREEMENT OR PURCHASE THE
RENTAL PROTECTION. THE PURCHASE OF THE RENTAL PROTECTION PLAN FOR RENTALS OF EQUIPMENT IS NOT MANDATORY AND MAY BE
DECLINED IF YOU HAVE PROOF OF ALL RISK PROPERTY INSURANCE AS REQUIRED BY CONTRACT.
Rental Protection Plan
{{Initial}}
Created Date: 4/6/2022
Proposal Number 1092-IND-2017234 Confidentiality Notice: This proposal and any associated document(s) are privileged and confidential and are intended for the sole use of the
addressee(s). They cannot be used, circulated, duplicated, quoted, or otherwise referred to or disclosed to third parties for any reason without the written consent of an Officer of
Western Oilfields Supply Company dba/Rain for Rent. If you have received this information in error, please immediately contact us at info@rainforrent.com.
Page 5 of 6

Achen-Gardner Construction, LLC
Account: 120490
Proposal: 1092-IND-2017234
Sales Rep: Jon Wilson
Rain For Rent
Quote Agreement
If Customer has entered into a Master Service Agreement with Rain for Rent and there is a conflict between these terms and conditions of this Quotation Agreement and the Customer's Master Service
Agreement, then the terms and conditions in the Customer's Master Service Agreement signed by Rain for Rent will prevail. Availability of products and services is subject to change without notice.
Payment terms are net 30 days from invoice date. Interest at the rate of 18% per year shall be charged on any past due invoice. A Fuel Surcharge will be calculated and invoiced based on the diesel fuel
price as published by the Department of Energy on https://www.eia.gov/petroleum/gasdiesel An Environmental Recovery Fee shall apply to all rental charges invoiced for the duration of the rental
pursuant to this quote/Estimate to help offset direct and indirect costs associated with regulatory compliance, obtaining permits, and obtaining licenses. California Air Quality Fee will be added to the cost
of diesel pumps used in California only. This is a State mandated fee. Customer is prohibited from deducting retention from Rain for Rent invoices and charging Rain for Rent liquidated damages. Customer
is responsible for flushing and cleaning tanks, roll off boxes, pipelines, pumps, filters and other Rain for Rent equipment prior to return unless specifically agreed to by both parties in writing. The Terms
and Conditions of the Rain For Rent Rental and Hazardous Material and/or Non-Hazardous Waste Agreement, Credit Application/Master Rental & Sales Agreement, Invoice and this Quotation (also known
as the Rain for Rent Rental/Sale Estimate as may be referenced in any Master Service Agreement, Blanket Purchase Order, or any other contractual document executed between the parties) contain the
complete and final agreement between Rain for Rent and Customer and no other agreement in any way modifying or adding to any of said Terms and Conditions will be binding upon Rain for Rent unless
made in writing and signed by a Rain for Rent Corporate Officer or Rain for Rent authorized representative. The Customer cannot alter the equipment without Rain for Rent's prior written approval.
Customer is responsible for equipment, repairs, maintenance and damage, excluding normal wear and tear or damage caused by Rain for Rent. All returned equipment is subject to inspection by Rain for
Rent personnel. Damages and accrued rent will be invoiced to Customer while equipment is out of service for repairs. The Customer is responsible for damage caused by reactive, corrosive or abrasive
material; including, but not limited to sand, sodium hydroxide, chlorine, and acids. Customer must notify Rain for Rent immediately of any spill so that any necessary repairs to the system can be made and
to minimize service interruption. The Customer assumes all risks of loss due to operation and use of the equipment. Customer will provide "all risk" property insurance for rented equipment. Customer
shall pay Rain for Rent additional expenses caused by unforeseen or changing conditions, including, but not limited to, soil, underground conditions, rock formations, environmental conditions, weather
events, regulations or restrictions, hard pan, boulders, cesspools, gas lines, waterlines, drain pipes, underground electrical conduits or other above ground or underground obstructions. All equipment
rented or used products sold are provided "AS IS, WHERE IS" in their present condition. Rain for Rent makes no warranties, expressed or implied of any kind whatsoever with respect to the equipment or
products. Sold equipment is not to be rented. Customer agrees that customer is renting equipment or purchasing used products based on their judgment and evaluation, without reliance upon any
statements of representations by Rain for Rent, and that Rain for Rent is not responsible for any defects in their operation or for any repairs, parts or services, unless otherwise noted. All new products
sold are provided without warranty beyond the terms of such warranty offered by the manufacturer, if any. Customer must comply with all original manufacturer's terms and conditions for any warranty
claims that may arise. Neither Rain for Rent nor the manufacturer warranties the product if it has failed due to corrosion, misuse or damage; (2) it has been altered, repaired or modified in any way that
would adversely affect its operation; or (3) it was installed or operated other than in accordance with manufacturer's operating instructions. Products supplied by Rain for Rent are warranted to be free
from any defect in workmanship and material under conditions of normal use and service. Rain for Rent's obligation under this warranty is limited to replacing or repairing at the designated
manufacturer's or Rain for Rent facility any part or parts returned to it with transportation charges prepaid, which Rain for Rent determines in its sole discretion to be defective. This Quotation excludes
any additional costs to Rain for Rent associated with Owner Controlled Insurance (OCIP) or WRAP insurance programs that will be added to Rain for Rent's prices. De-watering, Roll-off, Vacuum boxes and
similar equipment are not liquid tight. Rentee accepts full responsibility for all losses, damages and costs caused by or arising out of spills, leakage or discharge from this equipment. Rain for Rent will not
be held liable for any structural or soils subsidence. This Quotation is valid for 30 days and is subject to credit approval. Rain for Rent will take every effort to protect our customers and employees. Due to
the current pandemic, all quoted equipment and services are subject to delay, change, or unilateral cancelation by Rain for Rent. Please be assured every effort will be made to execute the quote as
written. The customer is responsible to inform Rain for Rent of any jobsite hazards, precautions, or entry requirements relating to the Corona Virus prior to Rain for Rent personnel going onsite to perform
work or deliver equipment. This includes informing Rain for Rent if anyone at the jobsite has tested positive and provide a list of actions taken to protect Rain for Rent personnel.
If you elect to maintain All Risk Property Insurance coverage, and the certificate of insurance You provide to Rain for Rent to evidence Your insurance coverage expires or is cancelled for any reason, You
agree Rain for Rent may charge RPP for Your rentals until such time as You provide an acceptable and valid certificate of insurance to Rain for Rent. This Rental Protection Plan Program Agreement (this
"RPP Agreement") is entered into between the undersigned Rentor and Rentee in relation to the Master Rental and Sales Agreement (MRSA) between Rentor and Rentee. If Rentee has checked or
initialed, as applicable, the Rental Protection Plan Program (the "RPP Program") box on the quote, then Rentee has opted-in to the RPP Program and this RPPP Agreement shall supplement the MSRA
whether or not executed by Rentee. Rentee understands and agrees that the RPP Program is not insurance and that the RPP Program provides only limited coverage, as described below.1.Cost;
Deductible; Maximum Coverage; Rentee shall pay a fee equal to 14 percent (14%) of the rental charge for each covered item, which fee shall be listed on each invoice during which period Rentee has
opted to participate in the RPP Program. In the event of a Covered Occurrence, as defined below, Rentee shall further be responsible for the lesser of $500 or 10 percent (10%) of the total loss, as a
deductible. The maximum coverage available under the RPP Program is $150,000 per Covered Occurrence, whether or not there is more than one piece of equipment involved in the
occurrence.2.Coverage; The RPP Program provides coverage only for losses involving Covered Equipment, as defined below, in the following instances: fire that was not caused by Rentee's gross negligence
or willful misconduct; theft for which a police report was filed, and that occurred despite Rentee's reasonable precautions to protect and secure the covered equipment; and vandalism for which a police
report was filed (individually, "Covered Occurrence," and collectively, "Covered Occurrence"). The RPP Program provides coverage only for the following types of equipment: pumps, electric submersible
pumps, tanks, generators, light towers, filtration, boxes, heaters, spillguards, safety products, sprinklers, hoses, pipe, valves and fittings ("Covered Equipment"). Coverage does not extend to any
equipment not owned by Rentor such as re-rented equipment.3.Exclusions; The RPP program does not cover any equipment or event of loss that is not specifically described in Section 2.Without limiting
the foregoing, the RPP Program does not provide coverage for the following: misuse of equipment; willful abuse of equipment; failure to maintain equipment; failure to secure items from theft (including
but not limited to failing to store items in a fenced, locked area or failing to maintain personnel on site); damage or theft while in transit to or from a jobsite; corrosion from any source; any damage caused
by named storm events; any instance that occurs while the account is not in good standing, such as a default as defined in the MRSA or upon written notice of non-payment; and any occurrence not
reported to Rentor within 24 hours after the occurrence. The RPP program does not provide coverage for: electronic equipment (controls, instrumentation, and wiring), flow meters, water meters, wheel
wash systems & accessories, Freezesentry items, or tires.4.Claims; All claims must be submitted within 24 hours of the Covered Occurrence. Rentor's mechanic will inspect the equipment following any
claim. The mechanic's findings as to the cause of the damage and cost of repair will be final. In the event of a theft or vandalism, Rentee must also provide supporting evidence that the site was secured at
the time of loss.
Rental Protection Plan Program Agreement
Proposal Number 1092-IND-2017234 Confidentiality Notice: This proposal and any associated document(s) are privileged and confidential and are intended for the sole use of the
addressee(s). They cannot be used, circulated, duplicated, quoted, or otherwise referred to or disclosed to third parties for any reason without the written consent of an Officer of
Western Oilfields Supply Company dba/Rain for Rent. If you have received this information in error, please immediately contact us at info@rainforrent.com.
Page 6 of 6

Achen-Gardner Construction, LLC
Account: 120490
550 S 79TH ST
CHANDLER, AZ, 85226
Mark McLafferty
480-940-1300
mmclafferty@achen.com
26001 S Arizona Ave
Chandler, AZ, 85248
480-895-9225
rainforrent.com
JWILSON@rainforrent.com
Rain For Rent
Dear Mark McLafferty,
Thank you for your inquiry. As requested, please find attached our proposal 1092-IND-2017235 for (3/9) BP #2b Fulton Town Center.
We value this opportunity to provide a solution for your liquid handling need and we are committed to partnering with you to
ensure your project's safe execution and completion.
To convert this proposal into a confirmed order WITHOUT ANY CHANGES, please click the "Start Signing" button to begin the
electronic signature process.
If you would like to CHANGE anything in this proposal or discuss anything further, please call Jon Wilson at 480-895-9225.
Thank you, and I look forward to working with you.
Regards,
Jon Wilson
JWILSON@rainforrent.com
Mobile: 602-725-7839
Branch: 480-895-9225
26001 S Arizona Ave
Chandler, AZ, 85248

Achen-Gardner Construction, LLC
Account: 120490
Proposal: 1092-IND-2017235
Sales Rep: Jon Wilson
Rain For Rent
Proposal #
1092-IND-2017235
Project Name
(3/9)  BP #2b Fulton Town
Center
Date Prepared
4/12/2022
Est. Delivery Date
5/30/2022
Prevailing Wage
No
Est. Completion Date
5/30/2022
Project Location
Fulton Town Center MH
Chandler, az
Project Summary
1100 ft.
STATEMENT OF WORK
RFR Responsibilities & Scope of Work
Rain for Rent (RFR) will provide the following:  
Delivery, installation, operation, removal, pickup of all quoted materials/equipment 
Reference Materials
Project is quoted based on applicable/customer provided reference materials noted below: 
Plans, Engineering Documents, Job Walk, Customer Meeting 
Operating Parameters
6" Sewer line lateral bypass with estimated lateral flow less than 200GPM.
2 ea DV100C pumps (redundancy) with independent 6" suction hose.
Discharging to Fulton Rd. manhole via same 6" HDPE pipe as used by previous bypass.
Discharge pipe shall be partially relocated to suction manhole as shown in Aerial Alignment.
1000 ft of 6" HDPE mechanically coupled pipe.
Aerial bypass illustration included with quote
Customer Responsibilities
It is the customer’s responsibility to inform RFR about prevailing wage at time of proposal. If RFR is informed after the quote is issued that 
certified payroll is required, quote will be subject to additional charges.  
 
Jobsite: 
Customer is responsible for: 
1. Informing RFR of any jobsite or general requirement(s) to perform work on location. 
2. Securing permits, fees, bonding, right of ways, vehicular/pedestrian traffic control, and security.  
3. Providing safe, secure access and egress to an adequate staging area throughout the job which could include brush clearing, grading, and 
removal or replacement of any landscape or hardscape in the temporary right of way for the equipment. 
4. Any damage to the environment including trees, vegetation, stream banks, or any other part of the site caused by the installation, removal, 
construction, pulling or dragging of equipment, or operation of the equipment that would require site restoration or environmental 
countermeasures. 
5. Any excavation, saw cutting, trench plating for the purpose of road crossings, backfilling, restoration, modification, or alteration of any 
permanent structure or site element including changes to pump pad preparation, suction, or discharge chambers during duration of job 
(including installation and removal). 
 
System:  
1. RFR will provide dedicated equipment with operator and fuel to perform all needed unloading, testing, operations, maintenance, relocating, 
cleaning, and reloading of provided equipment/system.
2. Customer will provide fueling.  
3. 
Customer 
will 
provide 
preventative 
maintenance 
as 
recommended 
by 
manufacturer 
or 
per 
the 
Rental 
Proposal Number 1092-IND-2017235 Confidentiality Notice: This proposal and any associated document(s) are privileged and confidential and are intended for the sole use of the
addressee(s). They cannot be used, circulated, duplicated, quoted, or otherwise referred to or disclosed to third parties for any reason without the written consent of an Officer of
Western Oilfields Supply Company dba/Rain for Rent. If you have received this information in error, please immediately contact us at info@rainforrent.com.
Page 2 of 6

Achen-Gardner Construction, LLC
Account: 120490
Proposal: 1092-IND-2017235
Sales Rep: Jon Wilson
Rain For Rent
Agreement.  https://rainforrentcorp.box.com/v/pumpmaintenance 
4. Customer will supply all needed water for the commissioning, startup, and system testing. Project specific criteria for hydrotesting can be 
provided at an additional charge.  
5. By accepting this quotation, the customer has acknowledged that the equipment proposed herein is suitable for its intended application and 
accepts all liabilities associated with its use. Customer is responsible for compliance with appropriate liquid/material quality standards, 
regulations, and testing protocols to meet all federal, state, local and job location specific requirements. Customer is responsible for all 
waste materials associated with this equipment/system. 
Customer is responsible for: 
1. Any work in confined spaces. 
2. Protecting system from damage including any freeze protection necessary to safeguard equipment from damage. Should equipment become 
frozen and damaged, customer is responsible for repair of equipment. RFR can provide necessary freeze protection at an additional charge 
per executed change order. Equipment stays on rent until it can be returned. 
3. Using equipment in a safe and proper manner in accordance with manufacturers' recommendations, regulatory standards, and industry best 
practices. Improper usage may cause equipment/system failure, damage, possible incidents, injuries, and spills. 
4. Customer is responsible for identifying at-risk service laterals to evaluate and mitigate the potential for sewage backups. Customer must 
communicate the risk of flooding and other potential issues to affected property owners. This may require customer to install additional 
sewer plugs or backflow preventers.
5.  Customer will provide sewer plugs and any associated installation, monitoring, and removal of sewer plugs.
6. Spill response plan
7. Portable toilet facilities near pump station
8. Odor control plan
9. Customer is responsible for any residual fluids in system once project is concluded to remove and properly dispose of.
Upon Pickup: 
Contact the RFR office at 480.895.9225 to schedule pickup when equipment/system is cleaned and ready to be released.  
Flushing and cleaning of equipment must be performed to RFR’s standards prior to being called off rent. RFR personnel will perform a visual 
inspection. It is recommended to have a customer representative on-site during inspection. Equipment found not to be in “delivered 
condition” will not be picked up. 
Project Scheduling & Billing
This quote is valid for 30 days. For the quoted items, RFR requires an fully executed document prior to scheduling equipment and crew, subject to 
availability.  
 
Estimated schedule durations:  
Mobilization/Installation:  1 day
Operation:  28-days
Removal/Demobilization:  1 day
System Rental Duration:  28-days
 
Customer acknowledges that availability of equipment/system and/or media will be confirmed at time of order. Additional freight charges may 
apply subject to mutually agreed upon change order.  
 
Billing  
Delivery and labor for this project will be billed upon completion of the installation.  
Additional billing as of rental release date or end of rental cycle.
Safety
Each employee is expected to adhere to the RFR Environmental, Health and Safety programs, which will protect the environment, the health and 
safety of the customer, employees, and others. RFR asks for your full cooperation to succeed in this expected outcome. 
Proposal Number 1092-IND-2017235 Confidentiality Notice: This proposal and any associated document(s) are privileged and confidential and are intended for the sole use of the
addressee(s). They cannot be used, circulated, duplicated, quoted, or otherwise referred to or disclosed to third parties for any reason without the written consent of an Officer of
Western Oilfields Supply Company dba/Rain for Rent. If you have received this information in error, please immediately contact us at info@rainforrent.com.
Page 3 of 6

Achen-Gardner Construction, LLC
Account: 120490
Proposal: 1092-IND-2017235
Sales Rep: Jon Wilson
Rain For Rent
Achen Fulton Bypass 2b
1 ea 28-day equipment rental = $5,274.72
1 ea 28-day, 1 man 24/7 pump operation= $42,824.00
Details in Statement of Work
Proposal Number 1092-IND-2017235 Confidentiality Notice: This proposal and any associated document(s) are privileged and confidential and are intended for the sole use of the
addressee(s). They cannot be used, circulated, duplicated, quoted, or otherwise referred to or disclosed to third parties for any reason without the written consent of an Officer of
Western Oilfields Supply Company dba/Rain for Rent. If you have received this information in error, please immediately contact us at info@rainforrent.com.
Page 4 of 6

Achen-Gardner Construction, LLC
Account: 120490
Proposal: 1092-IND-2017235
Sales Rep: Jon Wilson
Rain For Rent
PROJECT COSTS
Estimated Rental Total
$5,274.72
Estimated Environmental Recovery Fees
$171.45
Total Estimated Recurring Charges
$5,446.17
SERVICES
Estimated Removal
$1,852.20
Estimated Services
$42,824.00
GRAND TOTAL
$50,122.37
-Estimated costs do not include taxes
-Recurring rental project costs will be on a cycle/week/day basis+ tax
PO Number:
By signing this proposal, customer represents that he/she has read and agreed to both the Statement of Work and Quote Agreement sections, and
is also agreeing to the grand total amount listed above, plus any recommended optional items if accepted and initialed. If customer requires a
Purchase Order number to process and submit payment, it must be supplied to Rain for Rent at the time of acceptance of this proposal.
Proposal Acknowledgement
Date
Customer Signature
Customer Name
{{Fullname*}}
{{Signature*}} 
{{Signdate}}
Engine driven equipment will be delivered with at least 50% fuel. A Fuel Convenience Charge will be implemented on a per gallon basis up to the
delivered fuel level. Customer acknowledges that the Fuel Convenience Charge is not a retail sale of fuel. Customer may avoid the Fuel
Convenience Charge if the Customer returns the Equipment at delivered level. The fuel convenience fee will be charged per gallon. No refunds
will be given for a higher level of fuel upon return.
RPP
$675.46
I have received and reviewed the Rental Protection Plan Agreement incorporated as the last page of this estimate. By initialing this paragraph, I
understand that I am agreeing to enter into and be bound by the terms of the Rental Protection Plan Program Agreement and that I am authorized
to enter into this Agreement on behalf of Customer. FOR ALL RENTALS OF EQUIPMENT, EXCEPT THOSE SPECIFICALLY EXCLUDED, YOU MAY EITHER
SHOW PROOF OF PROPERTY INSURANCE IN ACCORDANCE WITH INSURANCE REQUIREMENTS AND RENTAL AGREEMENT OR PURCHASE THE
RENTAL PROTECTION. THE PURCHASE OF THE RENTAL PROTECTION PLAN FOR RENTALS OF EQUIPMENT IS NOT MANDATORY AND MAY BE
DECLINED IF YOU HAVE PROOF OF ALL RISK PROPERTY INSURANCE AS REQUIRED BY CONTRACT.
Rental Protection Plan
{{Initial}}
Created Date: 4/6/2022
Proposal Number 1092-IND-2017235 Confidentiality Notice: This proposal and any associated document(s) are privileged and confidential and are intended for the sole use of the
addressee(s). They cannot be used, circulated, duplicated, quoted, or otherwise referred to or disclosed to third parties for any reason without the written consent of an Officer of
Western Oilfields Supply Company dba/Rain for Rent. If you have received this information in error, please immediately contact us at info@rainforrent.com.
Page 5 of 6

Achen-Gardner Construction, LLC
Account: 120490
Proposal: 1092-IND-2017235
Sales Rep: Jon Wilson
Rain For Rent
Quote Agreement
If Customer has entered into a Master Service Agreement with Rain for Rent and there is a conflict between these terms and conditions of this Quotation Agreement and the Customer's Master Service
Agreement, then the terms and conditions in the Customer's Master Service Agreement signed by Rain for Rent will prevail. Availability of products and services is subject to change without notice.
Payment terms are net 30 days from invoice date. Interest at the rate of 18% per year shall be charged on any past due invoice. A Fuel Surcharge will be calculated and invoiced based on the diesel fuel
price as published by the Department of Energy on https://www.eia.gov/petroleum/gasdiesel An Environmental Recovery Fee shall apply to all rental charges invoiced for the duration of the rental
pursuant to this quote/Estimate to help offset direct and indirect costs associated with regulatory compliance, obtaining permits, and obtaining licenses. California Air Quality Fee will be added to the cost
of diesel pumps used in California only. This is a State mandated fee. Customer is prohibited from deducting retention from Rain for Rent invoices and charging Rain for Rent liquidated damages. Customer
is responsible for flushing and cleaning tanks, roll off boxes, pipelines, pumps, filters and other Rain for Rent equipment prior to return unless specifically agreed to by both parties in writing. The Terms
and Conditions of the Rain For Rent Rental and Hazardous Material and/or Non-Hazardous Waste Agreement, Credit Application/Master Rental & Sales Agreement, Invoice and this Quotation (also known
as the Rain for Rent Rental/Sale Estimate as may be referenced in any Master Service Agreement, Blanket Purchase Order, or any other contractual document executed between the parties) contain the
complete and final agreement between Rain for Rent and Customer and no other agreement in any way modifying or adding to any of said Terms and Conditions will be binding upon Rain for Rent unless
made in writing and signed by a Rain for Rent Corporate Officer or Rain for Rent authorized representative. The Customer cannot alter the equipment without Rain for Rent's prior written approval.
Customer is responsible for equipment, repairs, maintenance and damage, excluding normal wear and tear or damage caused by Rain for Rent. All returned equipment is subject to inspection by Rain for
Rent personnel. Damages and accrued rent will be invoiced to Customer while equipment is out of service for repairs. The Customer is responsible for damage caused by reactive, corrosive or abrasive
material; including, but not limited to sand, sodium hydroxide, chlorine, and acids. Customer must notify Rain for Rent immediately of any spill so that any necessary repairs to the system can be made and
to minimize service interruption. The Customer assumes all risks of loss due to operation and use of the equipment. Customer will provide "all risk" property insurance for rented equipment. Customer
shall pay Rain for Rent additional expenses caused by unforeseen or changing conditions, including, but not limited to, soil, underground conditions, rock formations, environmental conditions, weather
events, regulations or restrictions, hard pan, boulders, cesspools, gas lines, waterlines, drain pipes, underground electrical conduits or other above ground or underground obstructions. All equipment
rented or used products sold are provided "AS IS, WHERE IS" in their present condition. Rain for Rent makes no warranties, expressed or implied of any kind whatsoever with respect to the equipment or
products. Sold equipment is not to be rented. Customer agrees that customer is renting equipment or purchasing used products based on their judgment and evaluation, without reliance upon any
statements of representations by Rain for Rent, and that Rain for Rent is not responsible for any defects in their operation or for any repairs, parts or services, unless otherwise noted. All new products
sold are provided without warranty beyond the terms of such warranty offered by the manufacturer, if any. Customer must comply with all original manufacturer's terms and conditions for any warranty
claims that may arise. Neither Rain for Rent nor the manufacturer warranties the product if it has failed due to corrosion, misuse or damage; (2) it has been altered, repaired or modified in any way that
would adversely affect its operation; or (3) it was installed or operated other than in accordance with manufacturer's operating instructions. Products supplied by Rain for Rent are warranted to be free
from any defect in workmanship and material under conditions of normal use and service. Rain for Rent's obligation under this warranty is limited to replacing or repairing at the designated
manufacturer's or Rain for Rent facility any part or parts returned to it with transportation charges prepaid, which Rain for Rent determines in its sole discretion to be defective. This Quotation excludes
any additional costs to Rain for Rent associated with Owner Controlled Insurance (OCIP) or WRAP insurance programs that will be added to Rain for Rent's prices. De-watering, Roll-off, Vacuum boxes and
similar equipment are not liquid tight. Rentee accepts full responsibility for all losses, damages and costs caused by or arising out of spills, leakage or discharge from this equipment. Rain for Rent will not
be held liable for any structural or soils subsidence. This Quotation is valid for 30 days and is subject to credit approval. Rain for Rent will take every effort to protect our customers and employees. Due to
the current pandemic, all quoted equipment and services are subject to delay, change, or unilateral cancelation by Rain for Rent. Please be assured every effort will be made to execute the quote as
written. The customer is responsible to inform Rain for Rent of any jobsite hazards, precautions, or entry requirements relating to the Corona Virus prior to Rain for Rent personnel going onsite to perform
work or deliver equipment. This includes informing Rain for Rent if anyone at the jobsite has tested positive and provide a list of actions taken to protect Rain for Rent personnel.
If you elect to maintain All Risk Property Insurance coverage, and the certificate of insurance You provide to Rain for Rent to evidence Your insurance coverage expires or is cancelled for any reason, You
agree Rain for Rent may charge RPP for Your rentals until such time as You provide an acceptable and valid certificate of insurance to Rain for Rent. This Rental Protection Plan Program Agreement (this
"RPP Agreement") is entered into between the undersigned Rentor and Rentee in relation to the Master Rental and Sales Agreement (MRSA) between Rentor and Rentee. If Rentee has checked or
initialed, as applicable, the Rental Protection Plan Program (the "RPP Program") box on the quote, then Rentee has opted-in to the RPP Program and this RPPP Agreement shall supplement the MSRA
whether or not executed by Rentee. Rentee understands and agrees that the RPP Program is not insurance and that the RPP Program provides only limited coverage, as described below.1.Cost;
Deductible; Maximum Coverage; Rentee shall pay a fee equal to 14 percent (14%) of the rental charge for each covered item, which fee shall be listed on each invoice during which period Rentee has
opted to participate in the RPP Program. In the event of a Covered Occurrence, as defined below, Rentee shall further be responsible for the lesser of $500 or 10 percent (10%) of the total loss, as a
deductible. The maximum coverage available under the RPP Program is $150,000 per Covered Occurrence, whether or not there is more than one piece of equipment involved in the
occurrence.2.Coverage; The RPP Program provides coverage only for losses involving Covered Equipment, as defined below, in the following instances: fire that was not caused by Rentee's gross negligence
or willful misconduct; theft for which a police report was filed, and that occurred despite Rentee's reasonable precautions to protect and secure the covered equipment; and vandalism for which a police
report was filed (individually, "Covered Occurrence," and collectively, "Covered Occurrence"). The RPP Program provides coverage only for the following types of equipment: pumps, electric submersible
pumps, tanks, generators, light towers, filtration, boxes, heaters, spillguards, safety products, sprinklers, hoses, pipe, valves and fittings ("Covered Equipment"). Coverage does not extend to any
equipment not owned by Rentor such as re-rented equipment.3.Exclusions; The RPP program does not cover any equipment or event of loss that is not specifically described in Section 2.Without limiting
the foregoing, the RPP Program does not provide coverage for the following: misuse of equipment; willful abuse of equipment; failure to maintain equipment; failure to secure items from theft (including
but not limited to failing to store items in a fenced, locked area or failing to maintain personnel on site); damage or theft while in transit to or from a jobsite; corrosion from any source; any damage caused
by named storm events; any instance that occurs while the account is not in good standing, such as a default as defined in the MRSA or upon written notice of non-payment; and any occurrence not
reported to Rentor within 24 hours after the occurrence. The RPP program does not provide coverage for: electronic equipment (controls, instrumentation, and wiring), flow meters, water meters, wheel
wash systems & accessories, Freezesentry items, or tires.4.Claims; All claims must be submitted within 24 hours of the Covered Occurrence. Rentor's mechanic will inspect the equipment following any
claim. The mechanic's findings as to the cause of the damage and cost of repair will be final. In the event of a theft or vandalism, Rentee must also provide supporting evidence that the site was secured at
the time of loss.
Rental Protection Plan Program Agreement
Proposal Number 1092-IND-2017235 Confidentiality Notice: This proposal and any associated document(s) are privileged and confidential and are intended for the sole use of the
addressee(s). They cannot be used, circulated, duplicated, quoted, or otherwise referred to or disclosed to third parties for any reason without the written consent of an Officer of
Western Oilfields Supply Company dba/Rain for Rent. If you have received this information in error, please immediately contact us at info@rainforrent.com.
Page 6 of 6

Achen-Gardner Construction, LLC
Account: 120490
550 S 79TH ST
CHANDLER, AZ, 85226
Mark McLafferty
480-940-1300
mmclafferty@achen.com
26001 S Arizona Ave
Chandler, AZ, 85248
480-895-9225
rainforrent.com
JWILSON@rainforrent.com
Rain For Rent
Dear Mark McLafferty,
Thank you for your inquiry. As requested, please find attached our proposal 1092-IND-2017236 for (4/9) BP 3a Chandler Heights E
of Alma School. We value this opportunity to provide a solution for your liquid handling need and we are committed to partnering
with you to ensure your project's safe execution and completion.
To convert this proposal into a confirmed order WITHOUT ANY CHANGES, please click the "Start Signing" button to begin the
electronic signature process.
If you would like to CHANGE anything in this proposal or discuss anything further, please call Jon Wilson at 480-895-9225.
Thank you, and I look forward to working with you.
Regards,
Jon Wilson
JWILSON@rainforrent.com
Mobile: 602-725-7839
Branch: 480-895-9225
26001 S Arizona Ave
Chandler, AZ, 85248

Achen-Gardner Construction, LLC
Account: 120490
Proposal: 1092-IND-2017236
Sales Rep: Jon Wilson
Rain For Rent
Proposal #
1092-IND-2017236
Project Name
(4/9)  BP 3a Chandler Heights E
of Alma School
Date Prepared
4/12/2022
Est. Delivery Date
5/30/2022
Prevailing Wage
No
Est. Completion Date
5/30/2022
Project Location
Chandler Heights East of Alma
Chandler, AZ
Project Summary
400 ft. 12" Combined flow with Tie-in line
STATEMENT OF WORK
RFR Responsibilities & Scope of Work
Rain for Rent (RFR) will provide the following:  
Delivery, installation, operation, removal, pickup of all quoted materials/equipment.
System designed to convey approximately 1100 GPM
Reference Materials
Project is quoted based on applicable/customer provided reference materials noted below: 
Plans, Job walk, customer meetings, Engineering.
Operating Parameters
Sewer Bypass calculated to convey approximately 1000-1100 GPM Peak
Flow includes discharge from bypass 3b from the south. Estimated 800gpm peak
2 ea DV150I 6" pumps (redundancy) with independent suction hose.
Estimated fluid level to grade 15-17 ft (manhole sealed)
Discharge 400 ft north to manhole with 12" line.
Aerial bypass alignment illustration included with quote.
Customer Responsibilities
It is the customer’s responsibility to inform RFR about prevailing wage at time of proposal. If RFR is informed after the quote is issued that 
certified payroll is required, quote will be subject to additional charges.  
 
Jobsite: 
Customer is responsible for: 
1. Informing RFR of any jobsite or general requirement(s) to perform work on location. 
2. Securing permits, fees, bonding, right of ways, vehicular/pedestrian traffic control, and security.  
3. Providing safe, secure access and egress to an adequate staging area throughout the job which could include brush clearing, grading, and 
removal or replacement of any landscape or hardscape in the temporary right of way for the equipment. 
4. Any damage to the environment including trees, vegetation, stream banks, or any other part of the site caused by the installation, removal, 
construction, pulling or dragging of equipment, or operation of the equipment that would require site restoration or environmental 
countermeasures. 
5. Any excavation, saw cutting, trench plating for the purpose of road crossings, backfilling, restoration, modification, or alteration of any 
permanent structure or site element including changes to pump pad preparation, suction, or discharge chambers during duration of job 
(including installation and removal). 
6. Spill response plan
7. Portable toilet facilities near bypass pump station.
8. Odor Control Method/Means.
 
System:  
Proposal Number 1092-IND-2017236 Confidentiality Notice: This proposal and any associated document(s) are privileged and confidential and are intended for the sole use of the
addressee(s). They cannot be used, circulated, duplicated, quoted, or otherwise referred to or disclosed to third parties for any reason without the written consent of an Officer of
Western Oilfields Supply Company dba/Rain for Rent. If you have received this information in error, please immediately contact us at info@rainforrent.com.
Page 2 of 6

Achen-Gardner Construction, LLC
Account: 120490
Proposal: 1092-IND-2017236
Sales Rep: Jon Wilson
Rain For Rent
1. RFR will provide dedicated equipment with operator and fuel to perform all needed unloading, testing, operations, maintenance, relocating, 
cleaning, and reloading of provided equipment/system.
2. RFR will provide 24/7 pump operation and troubleshooting.
3. Customer will provide fueling.  
4. 
Customer 
will 
provide 
preventative 
maintenance 
as 
recommended 
by 
manufacturer 
or 
per 
the 
Rental 
Agreement.  https://rainforrentcorp.box.com/v/pumpmaintenance 
5. Customer will supply all needed water for the commissioning, startup, and system testing. Project specific criteria for hydrotesting can be 
provided at an additional charge.  
6. By accepting this quotation, the customer has acknowledged that the equipment proposed herein is suitable for its intended application and 
accepts all liabilities associated with its use. Customer is responsible for compliance with appropriate liquid/material quality standards, 
regulations, and testing protocols to meet all federal, state, local and job location specific requirements. Customer is responsible for all 
waste materials associated with this equipment/system. 
Customer is responsible for: 
1. Any work in confined spaces. 
2. Protecting system from damage including any freeze protection necessary to safeguard equipment from damage. Should equipment become 
frozen and damaged, customer is responsible for repair of equipment. RFR can provide necessary freeze protection at an additional charge 
per executed change order. Equipment stays on rent until it can be returned. 
3. Using equipment in a safe and proper manner in accordance with manufacturers' recommendations, regulatory standards, and industry best 
practices. Improper usage may cause equipment/system failure, damage, possible incidents, injuries, and spills. 
4. Customer is responsible for identifying at-risk service laterals to evaluate and mitigate the potential for sewage backups. Customer must 
communicate the risk of flooding and other potential issues to affected property owners. This may require customer to install additional 
sewer plugs or backflow preventers.
5.  Customer will provide sewer plugs and any associated installation, monitoring, and removal of sewer plugs.
6. Customer shall provide water for equipment flushing prior to end of operation and rental release
Upon Pickup: 
Contact the RFR office at 480.895.9225 to schedule pickup when equipment/system is cleaned and ready to be released.  
Flushing and cleaning of equipment must be performed to RFR’s standards prior to being called off rent. RFR personnel will perform a visual 
inspection. It is recommended to have a customer representative on-site during inspection. Equipment found not to be in “delivered 
condition” will not be picked up. 
Project Scheduling & Billing
This quote is valid for 30 days. For the quoted items, RFR requires an fully executed document prior to scheduling equipment and crew, subject to 
availability.  
 
Estimated schedule durations:  
Mobilization/Installation:  1 day
Operation:  28-days
Removal/Demobilization:  1 day
System Rental Duration:  28-days
 
Customer acknowledges that availability of equipment/system and/or media will be confirmed at time of order. Additional freight charges may 
apply subject to mutually agreed upon change order.  
 
Billing  
Delivery and labor for this project will be billed upon completion of the installation.  
Additional billing as of rental release date or end of rental cycle.
Safety
Each employee is expected to adhere to the RFR Environmental, Health and Safety programs, which will protect the environment, the health and 
safety of the customer, employees, and others. RFR asks for your full cooperation to succeed in this expected outcome. 
Proposal Number 1092-IND-2017236 Confidentiality Notice: This proposal and any associated document(s) are privileged and confidential and are intended for the sole use of the
addressee(s). They cannot be used, circulated, duplicated, quoted, or otherwise referred to or disclosed to third parties for any reason without the written consent of an Officer of
Western Oilfields Supply Company dba/Rain for Rent. If you have received this information in error, please immediately contact us at info@rainforrent.com.
Page 3 of 6

Achen-Gardner Construction, LLC
Account: 120490
Proposal: 1092-IND-2017236
Sales Rep: Jon Wilson
Rain For Rent
Achen BP 3a
1 ea 28-day equipment rental = $5,961.42.
1 ea 28-day 24/7 pump operation= $42.824.00
Details in Statement of Work
Proposal Number 1092-IND-2017236 Confidentiality Notice: This proposal and any associated document(s) are privileged and confidential and are intended for the sole use of the
addressee(s). They cannot be used, circulated, duplicated, quoted, or otherwise referred to or disclosed to third parties for any reason without the written consent of an Officer of
Western Oilfields Supply Company dba/Rain for Rent. If you have received this information in error, please immediately contact us at info@rainforrent.com.
Page 4 of 6

Achen-Gardner Construction, LLC
Account: 120490
Proposal: 1092-IND-2017236
Sales Rep: Jon Wilson
Rain For Rent
PROJECT COSTS
Estimated Rental Total
$5,961.42
Estimated Environmental Recovery Fees
$193.76
Total Estimated Recurring Charges
$6,155.18
SERVICES
Estimated Installation
$1,153.52
Estimated Removal
$878.64
Estimated Services
$42,824.00
GRAND TOTAL
$51,011.34
-Estimated costs do not include taxes
-Recurring rental project costs will be on a cycle/week/day basis+ tax
PO Number:
By signing this proposal, customer represents that he/she has read and agreed to both the Statement of Work and Quote Agreement sections, and
is also agreeing to the grand total amount listed above, plus any recommended optional items if accepted and initialed. If customer requires a
Purchase Order number to process and submit payment, it must be supplied to Rain for Rent at the time of acceptance of this proposal.
Proposal Acknowledgement
Date
Customer Signature
Customer Name
{{Fullname*}}
{{Signature*}} 
{{Signdate}}
Engine driven equipment will be delivered with at least 50% fuel. A Fuel Convenience Charge will be implemented on a per gallon basis up to the
delivered fuel level. Customer acknowledges that the Fuel Convenience Charge is not a retail sale of fuel. Customer may avoid the Fuel
Convenience Charge if the Customer returns the Equipment at delivered level. The fuel convenience fee will be charged per gallon. No refunds
will be given for a higher level of fuel upon return.
RPP
$771.60
I have received and reviewed the Rental Protection Plan Agreement incorporated as the last page of this estimate. By initialing this paragraph, I
understand that I am agreeing to enter into and be bound by the terms of the Rental Protection Plan Program Agreement and that I am authorized
to enter into this Agreement on behalf of Customer. FOR ALL RENTALS OF EQUIPMENT, EXCEPT THOSE SPECIFICALLY EXCLUDED, YOU MAY EITHER
SHOW PROOF OF PROPERTY INSURANCE IN ACCORDANCE WITH INSURANCE REQUIREMENTS AND RENTAL AGREEMENT OR PURCHASE THE
RENTAL PROTECTION. THE PURCHASE OF THE RENTAL PROTECTION PLAN FOR RENTALS OF EQUIPMENT IS NOT MANDATORY AND MAY BE
DECLINED IF YOU HAVE PROOF OF ALL RISK PROPERTY INSURANCE AS REQUIRED BY CONTRACT.
Rental Protection Plan
{{Initial}}
Created Date: 4/6/2022
Proposal Number 1092-IND-2017236 Confidentiality Notice: This proposal and any associated document(s) are privileged and confidential and are intended for the sole use of the
addressee(s). They cannot be used, circulated, duplicated, quoted, or otherwise referred to or disclosed to third parties for any reason without the written consent of an Officer of
Western Oilfields Supply Company dba/Rain for Rent. If you have received this information in error, please immediately contact us at info@rainforrent.com.
Page 5 of 6

Achen-Gardner Construction, LLC
Account: 120490
Proposal: 1092-IND-2017236
Sales Rep: Jon Wilson
Rain For Rent
Quote Agreement
If Customer has entered into a Master Service Agreement with Rain for Rent and there is a conflict between these terms and conditions of this Quotation Agreement and the Customer's Master Service
Agreement, then the terms and conditions in the Customer's Master Service Agreement signed by Rain for Rent will prevail. Availability of products and services is subject to change without notice.
Payment terms are net 30 days from invoice date. Interest at the rate of 18% per year shall be charged on any past due invoice. A Fuel Surcharge will be calculated and invoiced based on the diesel fuel
price as published by the Department of Energy on https://www.eia.gov/petroleum/gasdiesel An Environmental Recovery Fee shall apply to all rental charges invoiced for the duration of the rental
pursuant to this quote/Estimate to help offset direct and indirect costs associated with regulatory compliance, obtaining permits, and obtaining licenses. California Air Quality Fee will be added to the cost
of diesel pumps used in California only. This is a State mandated fee. Customer is prohibited from deducting retention from Rain for Rent invoices and charging Rain for Rent liquidated damages. Customer
is responsible for flushing and cleaning tanks, roll off boxes, pipelines, pumps, filters and other Rain for Rent equipment prior to return unless specifically agreed to by both parties in writing. The Terms
and Conditions of the Rain For Rent Rental and Hazardous Material and/or Non-Hazardous Waste Agreement, Credit Application/Master Rental & Sales Agreement, Invoice and this Quotation (also known
as the Rain for Rent Rental/Sale Estimate as may be referenced in any Master Service Agreement, Blanket Purchase Order, or any other contractual document executed between the parties) contain the
complete and final agreement between Rain for Rent and Customer and no other agreement in any way modifying or adding to any of said Terms and Conditions will be binding upon Rain for Rent unless
made in writing and signed by a Rain for Rent Corporate Officer or Rain for Rent authorized representative. The Customer cannot alter the equipment without Rain for Rent's prior written approval.
Customer is responsible for equipment, repairs, maintenance and damage, excluding normal wear and tear or damage caused by Rain for Rent. All returned equipment is subject to inspection by Rain for
Rent personnel. Damages and accrued rent will be invoiced to Customer while equipment is out of service for repairs. The Customer is responsible for damage caused by reactive, corrosive or abrasive
material; including, but not limited to sand, sodium hydroxide, chlorine, and acids. Customer must notify Rain for Rent immediately of any spill so that any necessary repairs to the system can be made and
to minimize service interruption. The Customer assumes all risks of loss due to operation and use of the equipment. Customer will provide "all risk" property insurance for rented equipment. Customer
shall pay Rain for Rent additional expenses caused by unforeseen or changing conditions, including, but not limited to, soil, underground conditions, rock formations, environmental conditions, weather
events, regulations or restrictions, hard pan, boulders, cesspools, gas lines, waterlines, drain pipes, underground electrical conduits or other above ground or underground obstructions. All equipment
rented or used products sold are provided "AS IS, WHERE IS" in their present condition. Rain for Rent makes no warranties, expressed or implied of any kind whatsoever with respect to the equipment or
products. Sold equipment is not to be rented. Customer agrees that customer is renting equipment or purchasing used products based on their judgment and evaluation, without reliance upon any
statements of representations by Rain for Rent, and that Rain for Rent is not responsible for any defects in their operation or for any repairs, parts or services, unless otherwise noted. All new products
sold are provided without warranty beyond the terms of such warranty offered by the manufacturer, if any. Customer must comply with all original manufacturer's terms and conditions for any warranty
claims that may arise. Neither Rain for Rent nor the manufacturer warranties the product if it has failed due to corrosion, misuse or damage; (2) it has been altered, repaired or modified in any way that
would adversely affect its operation; or (3) it was installed or operated other than in accordance with manufacturer's operating instructions. Products supplied by Rain for Rent are warranted to be free
from any defect in workmanship and material under conditions of normal use and service. Rain for Rent's obligation under this warranty is limited to replacing or repairing at the designated
manufacturer's or Rain for Rent facility any part or parts returned to it with transportation charges prepaid, which Rain for Rent determines in its sole discretion to be defective. This Quotation excludes
any additional costs to Rain for Rent associated with Owner Controlled Insurance (OCIP) or WRAP insurance programs that will be added to Rain for Rent's prices. De-watering, Roll-off, Vacuum boxes and
similar equipment are not liquid tight. Rentee accepts full responsibility for all losses, damages and costs caused by or arising out of spills, leakage or discharge from this equipment. Rain for Rent will not
be held liable for any structural or soils subsidence. This Quotation is valid for 30 days and is subject to credit approval. Rain for Rent will take every effort to protect our customers and employees. Due to
the current pandemic, all quoted equipment and services are subject to delay, change, or unilateral cancelation by Rain for Rent. Please be assured every effort will be made to execute the quote as
written. The customer is responsible to inform Rain for Rent of any jobsite hazards, precautions, or entry requirements relating to the Corona Virus prior to Rain for Rent personnel going onsite to perform
work or deliver equipment. This includes informing Rain for Rent if anyone at the jobsite has tested positive and provide a list of actions taken to protect Rain for Rent personnel.
If you elect to maintain All Risk Property Insurance coverage, and the certificate of insurance You provide to Rain for Rent to evidence Your insurance coverage expires or is cancelled for any reason, You
agree Rain for Rent may charge RPP for Your rentals until such time as You provide an acceptable and valid certificate of insurance to Rain for Rent. This Rental Protection Plan Program Agreement (this
"RPP Agreement") is entered into between the undersigned Rentor and Rentee in relation to the Master Rental and Sales Agreement (MRSA) between Rentor and Rentee. If Rentee has checked or
initialed, as applicable, the Rental Protection Plan Program (the "RPP Program") box on the quote, then Rentee has opted-in to the RPP Program and this RPPP Agreement shall supplement the MSRA
whether or not executed by Rentee. Rentee understands and agrees that the RPP Program is not insurance and that the RPP Program provides only limited coverage, as described below.1.Cost;
Deductible; Maximum Coverage; Rentee shall pay a fee equal to 14 percent (14%) of the rental charge for each covered item, which fee shall be listed on each invoice during which period Rentee has
opted to participate in the RPP Program. In the event of a Covered Occurrence, as defined below, Rentee shall further be responsible for the lesser of $500 or 10 percent (10%) of the total loss, as a
deductible. The maximum coverage available under the RPP Program is $150,000 per Covered Occurrence, whether or not there is more than one piece of equipment involved in the
occurrence.2.Coverage; The RPP Program provides coverage only for losses involving Covered Equipment, as defined below, in the following instances: fire that was not caused by Rentee's gross negligence
or willful misconduct; theft for which a police report was filed, and that occurred despite Rentee's reasonable precautions to protect and secure the covered equipment; and vandalism for which a police
report was filed (individually, "Covered Occurrence," and collectively, "Covered Occurrence"). The RPP Program provides coverage only for the following types of equipment: pumps, electric submersible
pumps, tanks, generators, light towers, filtration, boxes, heaters, spillguards, safety products, sprinklers, hoses, pipe, valves and fittings ("Covered Equipment"). Coverage does not extend to any
equipment not owned by Rentor such as re-rented equipment.3.Exclusions; The RPP program does not cover any equipment or event of loss that is not specifically described in Section 2.Without limiting
the foregoing, the RPP Program does not provide coverage for the following: misuse of equipment; willful abuse of equipment; failure to maintain equipment; failure to secure items from theft (including
but not limited to failing to store items in a fenced, locked area or failing to maintain personnel on site); damage or theft while in transit to or from a jobsite; corrosion from any source; any damage caused
by named storm events; any instance that occurs while the account is not in good standing, such as a default as defined in the MRSA or upon written notice of non-payment; and any occurrence not
reported to Rentor within 24 hours after the occurrence. The RPP program does not provide coverage for: electronic equipment (controls, instrumentation, and wiring), flow meters, water meters, wheel
wash systems & accessories, Freezesentry items, or tires.4.Claims; All claims must be submitted within 24 hours of the Covered Occurrence. Rentor's mechanic will inspect the equipment following any
claim. The mechanic's findings as to the cause of the damage and cost of repair will be final. In the event of a theft or vandalism, Rentee must also provide supporting evidence that the site was secured at
the time of loss.
Rental Protection Plan Program Agreement
Proposal Number 1092-IND-2017236 Confidentiality Notice: This proposal and any associated document(s) are privileged and confidential and are intended for the sole use of the
addressee(s). They cannot be used, circulated, duplicated, quoted, or otherwise referred to or disclosed to third parties for any reason without the written consent of an Officer of
Western Oilfields Supply Company dba/Rain for Rent. If you have received this information in error, please immediately contact us at info@rainforrent.com.
Page 6 of 6

Achen-Gardner Construction, LLC
Account: 120490
550 S 79TH ST
CHANDLER, AZ, 85226
Mark McLafferty
480-940-1300
mmclafferty@achen.com
26001 S Arizona Ave
Chandler, AZ, 85248
480-895-9225
rainforrent.com
JWILSON@rainforrent.com
Rain For Rent
Dear Mark McLafferty,
Thank you for your inquiry. As requested, please find attached our proposal 1092-IND-2017237 for (5/9) BP 3b Tie-in Alma School to
Chandler Hgts. We value this opportunity to provide a solution for your liquid handling need and we are committed to partnering
with you to ensure your project's safe execution and completion.
To convert this proposal into a confirmed order WITHOUT ANY CHANGES, please click the "Start Signing" button to begin the
electronic signature process.
If you would like to CHANGE anything in this proposal or discuss anything further, please call Jon Wilson at 480-895-9225.
Thank you, and I look forward to working with you.
Regards,
Jon Wilson
JWILSON@rainforrent.com
Mobile: 602-725-7839
Branch: 480-895-9225
26001 S Arizona Ave
Chandler, AZ, 85248

Achen-Gardner Construction, LLC
Account: 120490
Proposal: 1092-IND-2017237
Sales Rep: Jon Wilson
Rain For Rent
Proposal #
1092-IND-2017237
Project Name
(5/9) BP 3b Tie-in Alma School
to Chandler Hgts
Date Prepared
4/12/2022
Est. Delivery Date
5/30/2022
Prevailing Wage
No
Est. Completion Date
5/30/2022
Project Summary
675 ft.
STATEMENT OF WORK
RFR Responsibilities & Scope of Work
Rain for Rent (RFR) will provide the following:  
Delivery, installation, system operation, removal, pickup of all quoted materials/equipment 
Reference Materials
Project is quoted based on applicable/customer provided reference materials noted below: 
Plans, Job Walk, Customer meeting
Operating Parameters
Sewage flow estimated at 800GPM peak
2 ea DV100C pumps (redundancy) with independent suction hoses.
15 ft fluid level to grade
Discharge 675 ft to north to suction manhole of adjacent simultaneous bypass.
6" HPDE discharge pipe mechanically coupled.
Aerial bypass illustration included with quote.
Customer Responsibilities
It is the customer’s responsibility to inform RFR about prevailing wage at time of proposal. If RFR is informed after the quote is issued that 
certified payroll is required, quote will be subject to additional charges.  
 
Jobsite: 
Customer is responsible for: 
1. Informing RFR of any jobsite or general requirement(s) to perform work on location. 
2. Securing permits, fees, bonding, right of ways, vehicular/pedestrian traffic control, and security.  
3. Providing safe, secure access and egress to an adequate staging area throughout the job which could include brush clearing, grading, and 
removal or replacement of any landscape or hardscape in the temporary right of way for the equipment. 
4. Any damage to the environment including trees, vegetation, stream banks, or any other part of the site caused by the installation, removal, 
construction, pulling or dragging of equipment, or operation of the equipment that would require site restoration or environmental 
countermeasures. 
5. Any excavation, saw cutting, trench plating for the purpose of road crossings, backfilling, restoration, modification, or alteration of any 
permanent structure or site element including changes to pump pad preparation, suction, or discharge chambers during duration of job 
(including installation and removal). 
6. Spill response plan
7. Portable toilet facilities near pump station.
8. Odor control
 
System:  
1. RFR will provide dedicated equipment with operator and fuel to perform all needed unloading, testing, operations, maintenance, relocating, 
cleaning, and reloading of provided equipment/system.
2. If installation provided by RFR and Customer is operating system, this Transfer of Operation form will need to be reviewed and signed by both 
parties upon completion of setup. (sample form only): https://rainforrentcorp.box.com/v/systemtransferoperation  
3. Customer will provide fueling.  
4. 
RFR 
will 
provide 
preventative 
maintenance 
as 
recommended 
by 
manufacturer 
or 
per 
the 
Rental 
Agreement.  https://rainforrentcorp.box.com/v/pumpmaintenance 
Proposal Number 1092-IND-2017237 Confidentiality Notice: This proposal and any associated document(s) are privileged and confidential and are intended for the sole use of the
addressee(s). They cannot be used, circulated, duplicated, quoted, or otherwise referred to or disclosed to third parties for any reason without the written consent of an Officer of
Western Oilfields Supply Company dba/Rain for Rent. If you have received this information in error, please immediately contact us at info@rainforrent.com.
Page 2 of 6

Achen-Gardner Construction, LLC
Account: 120490
Proposal: 1092-IND-2017237
Sales Rep: Jon Wilson
Rain For Rent
5. Customer will supply all needed water for the commissioning, startup, and system testing. Project specific criteria for hydrotesting can be 
provided at an additional charge.  
6. By accepting this quotation, the customer has acknowledged that the equipment proposed herein is suitable for its intended application and 
accepts all liabilities associated with its use. Customer is responsible for compliance with appropriate liquid/material quality standards, 
regulations, and testing protocols to meet all federal, state, local and job location specific requirements. Customer is responsible for all 
waste materials associated with this equipment/system. 
Customer is responsible for: 
1. Any work in confined spaces. 
2. Protecting system from damage including any freeze protection necessary to safeguard equipment from damage. Should equipment become 
frozen and damaged, customer is responsible for repair of equipment. RFR can provide necessary freeze protection at an additional charge 
per executed change order. Equipment stays on rent until it can be returned. 
3. Using equipment in a safe and proper manner in accordance with manufacturers' recommendations, regulatory standards, and industry best 
practices. Improper usage may cause equipment/system failure, damage, possible incidents, injuries, and spills. 
4. Customer is responsible for identifying at-risk service laterals to evaluate and mitigate the potential for sewage backups. Customer must 
communicate the risk of flooding and other potential issues to affected property owners. This may require customer to install additional 
sewer plugs or backflow preventers.
5.  Customer will provide sewer plugs and any associated installation, monitoring, and removal of sewer plugs.
6. Customer is required to periodically start diesel back-up pumps and ensure batteries are fully charged, ready for operation.
7. Customer to identify high points for air vents.
8. Customer is responsible for any residual fluids in system once project is concluded to remove and properly dispose of.
Upon Pickup: 
Contact the RFR office at 480.895.9225 to schedule pickup when equipment/system is cleaned and ready to be released.  
Flushing and cleaning of equipment must be performed to RFR’s standards prior to being called off rent. RFR personnel will perform a visual 
inspection. It is recommended to have a customer representative on-site during inspection. Equipment found not to be in “delivered 
condition” will not be picked up. 
Project Scheduling & Billing
This quote is valid for 30 days. For the quoted items, RFR requires an fully executed document prior to scheduling equipment and crew, subject to 
availability.  
 
Estimated schedule durations:  
Mobilization/Installation:  1 day
Operation:  28-days
Removal/Demobilization:  1 day
System Rental Duration:  28-days
 
Customer acknowledges that availability of equipment/system and/or media will be confirmed at time of order. Additional freight charges may 
apply subject to mutually agreed upon change order.  
 
Billing  
Delivery and labor for this project will be billed upon completion of the installation.  
Additional billing as of rental release date or end of rental cycle.
Safety
Each employee is expected to adhere to the RFR Environmental, Health and Safety programs, which will protect the environment, the health and 
safety of the customer, employees, and others. RFR asks for your full cooperation to succeed in this expected outcome. 
Proposal Number 1092-IND-2017237 Confidentiality Notice: This proposal and any associated document(s) are privileged and confidential and are intended for the sole use of the
addressee(s). They cannot be used, circulated, duplicated, quoted, or otherwise referred to or disclosed to third parties for any reason without the written consent of an Officer of
Western Oilfields Supply Company dba/Rain for Rent. If you have received this information in error, please immediately contact us at info@rainforrent.com.
Page 3 of 6

Achen-Gardner Construction, LLC
Account: 120490
Proposal: 1092-IND-2017237
Sales Rep: Jon Wilson
Rain For Rent
Achen Gardner Sewer Bypass 4b Alma School south of Chandler Heights to landscape tie-in.
1 ea 28-day rental cycle = $4,566.83
1 ea 28-day 24/7 pump operation = $42,824.00
Details in Statement of Work
Proposal Number 1092-IND-2017237 Confidentiality Notice: This proposal and any associated document(s) are privileged and confidential and are intended for the sole use of the
addressee(s). They cannot be used, circulated, duplicated, quoted, or otherwise referred to or disclosed to third parties for any reason without the written consent of an Officer of
Western Oilfields Supply Company dba/Rain for Rent. If you have received this information in error, please immediately contact us at info@rainforrent.com.
Page 4 of 6

Achen-Gardner Construction, LLC
Account: 120490
Proposal: 1092-IND-2017237
Sales Rep: Jon Wilson
Rain For Rent
PROJECT COSTS
Estimated Rental Total
$4,566.83
Estimated Environmental Recovery Fees
$148.44
Total Estimated Recurring Charges
$4,715.27
SERVICES
Estimated Installation
$1,811.28
Estimated Removal
$1,261.52
Estimated Services
$42,824.00
GRAND TOTAL
$50,612.07
-Estimated costs do not include taxes
-Recurring rental project costs will be on a cycle/week/day basis+ tax
PO Number:
By signing this proposal, customer represents that he/she has read and agreed to both the Statement of Work and Quote Agreement sections, and
is also agreeing to the grand total amount listed above, plus any recommended optional items if accepted and initialed. If customer requires a
Purchase Order number to process and submit payment, it must be supplied to Rain for Rent at the time of acceptance of this proposal.
Proposal Acknowledgement
Date
Customer Signature
Customer Name
{{Fullname*}}
{{Signature*}} 
{{Signdate}}
Engine driven equipment will be delivered with at least 50% fuel. A Fuel Convenience Charge will be implemented on a per gallon basis up to the
delivered fuel level. Customer acknowledges that the Fuel Convenience Charge is not a retail sale of fuel. Customer may avoid the Fuel
Convenience Charge if the Customer returns the Equipment at delivered level. The fuel convenience fee will be charged per gallon. No refunds
will be given for a higher level of fuel upon return.
RPP
$639.36
I have received and reviewed the Rental Protection Plan Agreement incorporated as the last page of this estimate. By initialing this paragraph, I
understand that I am agreeing to enter into and be bound by the terms of the Rental Protection Plan Program Agreement and that I am authorized
to enter into this Agreement on behalf of Customer. FOR ALL RENTALS OF EQUIPMENT, EXCEPT THOSE SPECIFICALLY EXCLUDED, YOU MAY EITHER
SHOW PROOF OF PROPERTY INSURANCE IN ACCORDANCE WITH INSURANCE REQUIREMENTS AND RENTAL AGREEMENT OR PURCHASE THE
RENTAL PROTECTION. THE PURCHASE OF THE RENTAL PROTECTION PLAN FOR RENTALS OF EQUIPMENT IS NOT MANDATORY AND MAY BE
DECLINED IF YOU HAVE PROOF OF ALL RISK PROPERTY INSURANCE AS REQUIRED BY CONTRACT.
Rental Protection Plan
{{Initial}}
Created Date: 4/6/2022
Proposal Number 1092-IND-2017237 Confidentiality Notice: This proposal and any associated document(s) are privileged and confidential and are intended for the sole use of the
addressee(s). They cannot be used, circulated, duplicated, quoted, or otherwise referred to or disclosed to third parties for any reason without the written consent of an Officer of
Western Oilfields Supply Company dba/Rain for Rent. If you have received this information in error, please immediately contact us at info@rainforrent.com.
Page 5 of 6

Achen-Gardner Construction, LLC
Account: 120490
Proposal: 1092-IND-2017237
Sales Rep: Jon Wilson
Rain For Rent
Quote Agreement
If Customer has entered into a Master Service Agreement with Rain for Rent and there is a conflict between these terms and conditions of this Quotation Agreement and the Customer's Master Service
Agreement, then the terms and conditions in the Customer's Master Service Agreement signed by Rain for Rent will prevail. Availability of products and services is subject to change without notice.
Payment terms are net 30 days from invoice date. Interest at the rate of 18% per year shall be charged on any past due invoice. A Fuel Surcharge will be calculated and invoiced based on the diesel fuel
price as published by the Department of Energy on https://www.eia.gov/petroleum/gasdiesel An Environmental Recovery Fee shall apply to all rental charges invoiced for the duration of the rental
pursuant to this quote/Estimate to help offset direct and indirect costs associated with regulatory compliance, obtaining permits, and obtaining licenses. California Air Quality Fee will be added to the cost
of diesel pumps used in California only. This is a State mandated fee. Customer is prohibited from deducting retention from Rain for Rent invoices and charging Rain for Rent liquidated damages. Customer
is responsible for flushing and cleaning tanks, roll off boxes, pipelines, pumps, filters and other Rain for Rent equipment prior to return unless specifically agreed to by both parties in writing. The Terms
and Conditions of the Rain For Rent Rental and Hazardous Material and/or Non-Hazardous Waste Agreement, Credit Application/Master Rental & Sales Agreement, Invoice and this Quotation (also known
as the Rain for Rent Rental/Sale Estimate as may be referenced in any Master Service Agreement, Blanket Purchase Order, or any other contractual document executed between the parties) contain the
complete and final agreement between Rain for Rent and Customer and no other agreement in any way modifying or adding to any of said Terms and Conditions will be binding upon Rain for Rent unless
made in writing and signed by a Rain for Rent Corporate Officer or Rain for Rent authorized representative. The Customer cannot alter the equipment without Rain for Rent's prior written approval.
Customer is responsible for equipment, repairs, maintenance and damage, excluding normal wear and tear or damage caused by Rain for Rent. All returned equipment is subject to inspection by Rain for
Rent personnel. Damages and accrued rent will be invoiced to Customer while equipment is out of service for repairs. The Customer is responsible for damage caused by reactive, corrosive or abrasive
material; including, but not limited to sand, sodium hydroxide, chlorine, and acids. Customer must notify Rain for Rent immediately of any spill so that any necessary repairs to the system can be made and
to minimize service interruption. The Customer assumes all risks of loss due to operation and use of the equipment. Customer will provide "all risk" property insurance for rented equipment. Customer
shall pay Rain for Rent additional expenses caused by unforeseen or changing conditions, including, but not limited to, soil, underground conditions, rock formations, environmental conditions, weather
events, regulations or restrictions, hard pan, boulders, cesspools, gas lines, waterlines, drain pipes, underground electrical conduits or other above ground or underground obstructions. All equipment
rented or used products sold are provided "AS IS, WHERE IS" in their present condition. Rain for Rent makes no warranties, expressed or implied of any kind whatsoever with respect to the equipment or
products. Sold equipment is not to be rented. Customer agrees that customer is renting equipment or purchasing used products based on their judgment and evaluation, without reliance upon any
statements of representations by Rain for Rent, and that Rain for Rent is not responsible for any defects in their operation or for any repairs, parts or services, unless otherwise noted. All new products
sold are provided without warranty beyond the terms of such warranty offered by the manufacturer, if any. Customer must comply with all original manufacturer's terms and conditions for any warranty
claims that may arise. Neither Rain for Rent nor the manufacturer warranties the product if it has failed due to corrosion, misuse or damage; (2) it has been altered, repaired or modified in any way that
would adversely affect its operation; or (3) it was installed or operated other than in accordance with manufacturer's operating instructions. Products supplied by Rain for Rent are warranted to be free
from any defect in workmanship and material under conditions of normal use and service. Rain for Rent's obligation under this warranty is limited to replacing or repairing at the designated
manufacturer's or Rain for Rent facility any part or parts returned to it with transportation charges prepaid, which Rain for Rent determines in its sole discretion to be defective. This Quotation excludes
any additional costs to Rain for Rent associated with Owner Controlled Insurance (OCIP) or WRAP insurance programs that will be added to Rain for Rent's prices. De-watering, Roll-off, Vacuum boxes and
similar equipment are not liquid tight. Rentee accepts full responsibility for all losses, damages and costs caused by or arising out of spills, leakage or discharge from this equipment. Rain for Rent will not
be held liable for any structural or soils subsidence. This Quotation is valid for 30 days and is subject to credit approval. Rain for Rent will take every effort to protect our customers and employees. Due to
the current pandemic, all quoted equipment and services are subject to delay, change, or unilateral cancelation by Rain for Rent. Please be assured every effort will be made to execute the quote as
written. The customer is responsible to inform Rain for Rent of any jobsite hazards, precautions, or entry requirements relating to the Corona Virus prior to Rain for Rent personnel going onsite to perform
work or deliver equipment. This includes informing Rain for Rent if anyone at the jobsite has tested positive and provide a list of actions taken to protect Rain for Rent personnel.
If you elect to maintain All Risk Property Insurance coverage, and the certificate of insurance You provide to Rain for Rent to evidence Your insurance coverage expires or is cancelled for any reason, You
agree Rain for Rent may charge RPP for Your rentals until such time as You provide an acceptable and valid certificate of insurance to Rain for Rent. This Rental Protection Plan Program Agreement (this
"RPP Agreement") is entered into between the undersigned Rentor and Rentee in relation to the Master Rental and Sales Agreement (MRSA) between Rentor and Rentee. If Rentee has checked or
initialed, as applicable, the Rental Protection Plan Program (the "RPP Program") box on the quote, then Rentee has opted-in to the RPP Program and this RPPP Agreement shall supplement the MSRA
whether or not executed by Rentee. Rentee understands and agrees that the RPP Program is not insurance and that the RPP Program provides only limited coverage, as described below.1.Cost;
Deductible; Maximum Coverage; Rentee shall pay a fee equal to 14 percent (14%) of the rental charge for each covered item, which fee shall be listed on each invoice during which period Rentee has
opted to participate in the RPP Program. In the event of a Covered Occurrence, as defined below, Rentee shall further be responsible for the lesser of $500 or 10 percent (10%) of the total loss, as a
deductible. The maximum coverage available under the RPP Program is $150,000 per Covered Occurrence, whether or not there is more than one piece of equipment involved in the
occurrence.2.Coverage; The RPP Program provides coverage only for losses involving Covered Equipment, as defined below, in the following instances: fire that was not caused by Rentee's gross negligence
or willful misconduct; theft for which a police report was filed, and that occurred despite Rentee's reasonable precautions to protect and secure the covered equipment; and vandalism for which a police
report was filed (individually, "Covered Occurrence," and collectively, "Covered Occurrence"). The RPP Program provides coverage only for the following types of equipment: pumps, electric submersible
pumps, tanks, generators, light towers, filtration, boxes, heaters, spillguards, safety products, sprinklers, hoses, pipe, valves and fittings ("Covered Equipment"). Coverage does not extend to any
equipment not owned by Rentor such as re-rented equipment.3.Exclusions; The RPP program does not cover any equipment or event of loss that is not specifically described in Section 2.Without limiting
the foregoing, the RPP Program does not provide coverage for the following: misuse of equipment; willful abuse of equipment; failure to maintain equipment; failure to secure items from theft (including
but not limited to failing to store items in a fenced, locked area or failing to maintain personnel on site); damage or theft while in transit to or from a jobsite; corrosion from any source; any damage caused
by named storm events; any instance that occurs while the account is not in good standing, such as a default as defined in the MRSA or upon written notice of non-payment; and any occurrence not
reported to Rentor within 24 hours after the occurrence. The RPP program does not provide coverage for: electronic equipment (controls, instrumentation, and wiring), flow meters, water meters, wheel
wash systems & accessories, Freezesentry items, or tires.4.Claims; All claims must be submitted within 24 hours of the Covered Occurrence. Rentor's mechanic will inspect the equipment following any
claim. The mechanic's findings as to the cause of the damage and cost of repair will be final. In the event of a theft or vandalism, Rentee must also provide supporting evidence that the site was secured at
the time of loss.
Rental Protection Plan Program Agreement
Proposal Number 1092-IND-2017237 Confidentiality Notice: This proposal and any associated document(s) are privileged and confidential and are intended for the sole use of the
addressee(s). They cannot be used, circulated, duplicated, quoted, or otherwise referred to or disclosed to third parties for any reason without the written consent of an Officer of
Western Oilfields Supply Company dba/Rain for Rent. If you have received this information in error, please immediately contact us at info@rainforrent.com.
Page 6 of 6

Achen-Gardner Construction, LLC
Account: 120490
550 S 79TH ST
CHANDLER, AZ, 85226
Mark McLafferty
480-940-1300
mmclafferty@achen.com
26001 S Arizona Ave
Chandler, AZ, 85248
480-895-9225
rainforrent.com
JWILSON@rainforrent.com
Rain For Rent
Dear Mark McLafferty,
Thank you for your inquiry. As requested, please find attached our proposal 1092-IND-2017238 for (6/9) BP 4a Arizona Ave Pump.
We value this opportunity to provide a solution for your liquid handling need and we are committed to partnering with you to
ensure your project's safe execution and completion.
To convert this proposal into a confirmed order WITHOUT ANY CHANGES, please click the "Start Signing" button to begin the
electronic signature process.
If you would like to CHANGE anything in this proposal or discuss anything further, please call Jon Wilson at 480-895-9225.
Thank you, and I look forward to working with you.
Regards,
Jon Wilson
JWILSON@rainforrent.com
Mobile: 602-725-7839
Branch: 480-895-9225
26001 S Arizona Ave
Chandler, AZ, 85248

Achen-Gardner Construction, LLC
Account: 120490
Proposal: 1092-IND-2017238
Sales Rep: Jon Wilson
Rain For Rent
Proposal #
1092-IND-2017238
Project Name
(6/9)  BP 4a Arizona Ave Pump
Date Prepared
4/12/2022
Est. Delivery Date
5/30/2022
Prevailing Wage
No
Est. Completion Date
5/30/2022
Project Location
Arizona Ave S of Chandler Hgts - Pump Truck on call
Project Summary
Pump manhole as needed on-call
STATEMENT OF WORK
RFR Responsibilities & Scope of Work
Rain for Rent (RFR) will provide the following:  
Scheduling 3rd party vendor to provide MH suction/disposal as needed.
Reference Materials
Project is quoted based on applicable/customer provided reference materials noted below: 
Plans, job walk, customer meeting wherein Customer preference for Vac-Truck service was received.
Operating Parameters
3rd Party Vac-Truck service to empty and dispose of sewage from MH on Arizona Ave.
Services ordered by Pump Operator as needed.
Pricing is per pumping truck visit.
Customer Responsibilities
It is the customer’s responsibility to inform RFR about prevailing wage at time of proposal. If RFR is informed after the quote is issued that 
certified payroll is required, quote will be subject to additional charges.  
 
Jobsite: 
Customer is responsible for: 
1. Informing RFR of any jobsite or general requirement(s) to perform work on location. 
2. Securing permits, fees, bonding, right of ways, vehicular/pedestrian traffic control, and security.  
3. Providing safe, secure access and egress to the serviced Manhole. 
4. Customer responsible for Traffic Control permit and barricades that will permit safe operation by 3rd Party equipment to empty MH.
5. Any damage to the environment including trees, vegetation, stream banks, or any other part of the site caused by the installation, removal, 
construction, pulling or dragging of equipment, or operation of the equipment that would require site restoration or environmental 
countermeasures. 
6. Any excavation, saw cutting, trench plating for the purpose of road crossings, backfilling, restoration, modification, or alteration of any 
permanent structure or site element including changes to pump pad preparation, suction, or discharge chambers during duration of job 
(including installation and removal). 
 
System:  
1. Customer will provide dedicated contact person to notify when services are required to access the suction manhole.. 
2. Customer will supply all needed water for the commissioning, startup, and system testing. Project specific criteria for hydrotesting can be 
provided at an additional charge.  
3. By accepting this quotation, the customer has acknowledged that the equipment proposed herein is suitable for its intended application and 
accepts all liabilities associated with its use. Customer is responsible for compliance with appropriate liquid/material quality standards, 
regulations, and testing protocols to meet all federal, state, local and job location specific requirements. Customer is responsible for all 
waste materials associated with this equipment/system. 
Proposal Number 1092-IND-2017238 Confidentiality Notice: This proposal and any associated document(s) are privileged and confidential and are intended for the sole use of the
addressee(s). They cannot be used, circulated, duplicated, quoted, or otherwise referred to or disclosed to third parties for any reason without the written consent of an Officer of
Western Oilfields Supply Company dba/Rain for Rent. If you have received this information in error, please immediately contact us at info@rainforrent.com.
Page 2 of 6

Achen-Gardner Construction, LLC
Account: 120490
Proposal: 1092-IND-2017238
Sales Rep: Jon Wilson
Rain For Rent
Customer is responsible for: 
1. Additional cost associated with 3rd party vendor work in confined spaces, if required.
2. Protecting system from damage including any freeze protection necessary to safeguard equipment from damage. Should equipment become 
frozen and damaged, customer is responsible for repair of equipment. RFR can provide necessary freeze protection at an additional charge 
per executed change order. Equipment stays on rent until it can be returned. 
3. Using equipment in a safe and proper manner in accordance with manufacturers' recommendations, regulatory standards, and industry best 
practices. Improper usage may cause equipment/system failure, damage, possible incidents, injuries, and spills. 
4. Customer is responsible for identifying at-risk service laterals to evaluate and mitigate the potential for sewage backups. Customer must 
communicate the risk of flooding and other potential issues to affected property owners. This may require customer to install additional 
sewer plugs or backflow preventers.
5.  Customer will provide sewer plugs and any associated installation, monitoring, and removal of sewer plugs.
6. Customer is responsible for any residual fluids in system once project is concluded to remove and properly dispose of.
Upon Pickup: 
Contact the RFR office at 480.895.9225 to schedule End of Operations.  
Flushing and cleaning of equipment must be performed to RFR’s standards prior to being called off rent. RFR personnel will perform a visual 
inspection. It is recommended to have a customer representative on-site during inspection. Equipment found not to be in “delivered 
condition” will not be picked up. 
Project Scheduling & Billing
This quote is valid for 30 days. For the quoted items, RFR requires an fully executed document prior to scheduling equipment and crew, subject to 
availability.  
 
Estimated schedule durations:  
Mobilization/Installation: 2-3 day advance notice required
Operation:  5 hour minimum - Flat rate billed.
Service quantities determined by on-site pump operators.
Customer acknowledges that availability of equipment/system and/or media will be confirmed at time of order. Additional freight charges may 
apply subject to mutually agreed upon change order.  
 
Billing  
Delivery and labor for this project will be billed upon completion of the services.
Safety
Each employee is expected to adhere to the RFR Environmental, Health and Safety programs, which will protect the environment, the health and 
safety of the customer, employees, and others. RFR asks for your full cooperation to succeed in this expected outcome. 
Proposal Number 1092-IND-2017238 Confidentiality Notice: This proposal and any associated document(s) are privileged and confidential and are intended for the sole use of the
addressee(s). They cannot be used, circulated, duplicated, quoted, or otherwise referred to or disclosed to third parties for any reason without the written consent of an Officer of
Western Oilfields Supply Company dba/Rain for Rent. If you have received this information in error, please immediately contact us at info@rainforrent.com.
Page 3 of 6

Achen-Gardner Construction, LLC
Account: 120490
Proposal: 1092-IND-2017238
Sales Rep: Jon Wilson
Rain For Rent
SERVICE ITEMS
Description
Price
SERVICE 3rd Party MH pumping service as needed per visit.
$2,630.00
Service Total
$2,630.00
Proposal Number 1092-IND-2017238 Confidentiality Notice: This proposal and any associated document(s) are privileged and confidential and are intended for the sole use of the
addressee(s). They cannot be used, circulated, duplicated, quoted, or otherwise referred to or disclosed to third parties for any reason without the written consent of an Officer of
Western Oilfields Supply Company dba/Rain for Rent. If you have received this information in error, please immediately contact us at info@rainforrent.com.
Page 4 of 6

Achen-Gardner Construction, LLC
Account: 120490
Proposal: 1092-IND-2017238
Sales Rep: Jon Wilson
Rain For Rent
SERVICES
Estimated Services
$2,630.00
GRAND TOTAL
$2,630.00
-Estimated costs do not include taxes
-Recurring rental project costs will be on a cycle/week/day basis+ tax
PO Number:
By signing this proposal, customer represents that he/she has read and agreed to both the Statement of Work and Quote Agreement sections, and
is also agreeing to the grand total amount listed above, plus any recommended optional items if accepted and initialed. If customer requires a
Purchase Order number to process and submit payment, it must be supplied to Rain for Rent at the time of acceptance of this proposal.
Proposal Acknowledgement
Date
Customer Signature
Customer Name
{{Fullname*}}
{{Signature*}} 
{{Signdate}}
Engine driven equipment will be delivered with at least 50% fuel. A Fuel Convenience Charge will be implemented on a per gallon basis up to the
delivered fuel level. Customer acknowledges that the Fuel Convenience Charge is not a retail sale of fuel. Customer may avoid the Fuel
Convenience Charge if the Customer returns the Equipment at delivered level. The fuel convenience fee will be charged per gallon. No refunds
will be given for a higher level of fuel upon return.
Created Date: 4/6/2022
Proposal Number 1092-IND-2017238 Confidentiality Notice: This proposal and any associated document(s) are privileged and confidential and are intended for the sole use of the
addressee(s). They cannot be used, circulated, duplicated, quoted, or otherwise referred to or disclosed to third parties for any reason without the written consent of an Officer of
Western Oilfields Supply Company dba/Rain for Rent. If you have received this information in error, please immediately contact us at info@rainforrent.com.
Page 5 of 6

Achen-Gardner Construction, LLC
Account: 120490
Proposal: 1092-IND-2017238
Sales Rep: Jon Wilson
Rain For Rent
Quote Agreement
If Customer has entered into a Master Service Agreement with Rain for Rent and there is a conflict between these terms and conditions of this Quotation Agreement and the Customer's Master Service
Agreement, then the terms and conditions in the Customer's Master Service Agreement signed by Rain for Rent will prevail. Availability of products and services is subject to change without notice.
Payment terms are net 30 days from invoice date. Interest at the rate of 18% per year shall be charged on any past due invoice. A Fuel Surcharge will be calculated and invoiced based on the diesel fuel
price as published by the Department of Energy on https://www.eia.gov/petroleum/gasdiesel An Environmental Recovery Fee shall apply to all rental charges invoiced for the duration of the rental
pursuant to this quote/Estimate to help offset direct and indirect costs associated with regulatory compliance, obtaining permits, and obtaining licenses. California Air Quality Fee will be added to the cost
of diesel pumps used in California only. This is a State mandated fee. Customer is prohibited from deducting retention from Rain for Rent invoices and charging Rain for Rent liquidated damages. Customer
is responsible for flushing and cleaning tanks, roll off boxes, pipelines, pumps, filters and other Rain for Rent equipment prior to return unless specifically agreed to by both parties in writing. The Terms
and Conditions of the Rain For Rent Rental and Hazardous Material and/or Non-Hazardous Waste Agreement, Credit Application/Master Rental & Sales Agreement, Invoice and this Quotation (also known
as the Rain for Rent Rental/Sale Estimate as may be referenced in any Master Service Agreement, Blanket Purchase Order, or any other contractual document executed between the parties) contain the
complete and final agreement between Rain for Rent and Customer and no other agreement in any way modifying or adding to any of said Terms and Conditions will be binding upon Rain for Rent unless
made in writing and signed by a Rain for Rent Corporate Officer or Rain for Rent authorized representative. The Customer cannot alter the equipment without Rain for Rent's prior written approval.
Customer is responsible for equipment, repairs, maintenance and damage, excluding normal wear and tear or damage caused by Rain for Rent. All returned equipment is subject to inspection by Rain for
Rent personnel. Damages and accrued rent will be invoiced to Customer while equipment is out of service for repairs. The Customer is responsible for damage caused by reactive, corrosive or abrasive
material; including, but not limited to sand, sodium hydroxide, chlorine, and acids. Customer must notify Rain for Rent immediately of any spill so that any necessary repairs to the system can be made and
to minimize service interruption. The Customer assumes all risks of loss due to operation and use of the equipment. Customer will provide "all risk" property insurance for rented equipment. Customer
shall pay Rain for Rent additional expenses caused by unforeseen or changing conditions, including, but not limited to, soil, underground conditions, rock formations, environmental conditions, weather
events, regulations or restrictions, hard pan, boulders, cesspools, gas lines, waterlines, drain pipes, underground electrical conduits or other above ground or underground obstructions. All equipment
rented or used products sold are provided "AS IS, WHERE IS" in their present condition. Rain for Rent makes no warranties, expressed or implied of any kind whatsoever with respect to the equipment or
products. Sold equipment is not to be rented. Customer agrees that customer is renting equipment or purchasing used products based on their judgment and evaluation, without reliance upon any
statements of representations by Rain for Rent, and that Rain for Rent is not responsible for any defects in their operation or for any repairs, parts or services, unless otherwise noted. All new products
sold are provided without warranty beyond the terms of such warranty offered by the manufacturer, if any. Customer must comply with all original manufacturer's terms and conditions for any warranty
claims that may arise. Neither Rain for Rent nor the manufacturer warranties the product if it has failed due to corrosion, misuse or damage; (2) it has been altered, repaired or modified in any way that
would adversely affect its operation; or (3) it was installed or operated other than in accordance with manufacturer's operating instructions. Products supplied by Rain for Rent are warranted to be free
from any defect in workmanship and material under conditions of normal use and service. Rain for Rent's obligation under this warranty is limited to replacing or repairing at the designated
manufacturer's or Rain for Rent facility any part or parts returned to it with transportation charges prepaid, which Rain for Rent determines in its sole discretion to be defective. This Quotation excludes
any additional costs to Rain for Rent associated with Owner Controlled Insurance (OCIP) or WRAP insurance programs that will be added to Rain for Rent's prices. De-watering, Roll-off, Vacuum boxes and
similar equipment are not liquid tight. Rentee accepts full responsibility for all losses, damages and costs caused by or arising out of spills, leakage or discharge from this equipment. Rain for Rent will not
be held liable for any structural or soils subsidence. This Quotation is valid for 30 days and is subject to credit approval. Rain for Rent will take every effort to protect our customers and employees. Due to
the current pandemic, all quoted equipment and services are subject to delay, change, or unilateral cancelation by Rain for Rent. Please be assured every effort will be made to execute the quote as
written. The customer is responsible to inform Rain for Rent of any jobsite hazards, precautions, or entry requirements relating to the Corona Virus prior to Rain for Rent personnel going onsite to perform
work or deliver equipment. This includes informing Rain for Rent if anyone at the jobsite has tested positive and provide a list of actions taken to protect Rain for Rent personnel.
Proposal Number 1092-IND-2017238 Confidentiality Notice: This proposal and any associated document(s) are privileged and confidential and are intended for the sole use of the
addressee(s). They cannot be used, circulated, duplicated, quoted, or otherwise referred to or disclosed to third parties for any reason without the written consent of an Officer of
Western Oilfields Supply Company dba/Rain for Rent. If you have received this information in error, please immediately contact us at info@rainforrent.com.
Page 6 of 6

Achen-Gardner Construction, LLC
Account: 120490
550 S 79TH ST
CHANDLER, AZ, 85226
Mark McLafferty
480-940-1300
mmclafferty@achen.com
26001 S Arizona Ave
Chandler, AZ, 85248
480-895-9225
rainforrent.com
JWILSON@rainforrent.com
Rain For Rent
Dear Mark McLafferty,
Thank you for your inquiry. As requested, please find attached our proposal 1092-IND-2017242 for (7/9) BP 4b 5151 S. Arizona Ave
(North Driveway). We value this opportunity to provide a solution for your liquid handling need and we are committed to partnering
with you to ensure your project's safe execution and completion.
To convert this proposal into a confirmed order WITHOUT ANY CHANGES, please click the "Start Signing" button to begin the
electronic signature process.
If you would like to CHANGE anything in this proposal or discuss anything further, please call Jon Wilson at 480-895-9225.
Thank you, and I look forward to working with you.
Regards,
Jon Wilson
JWILSON@rainforrent.com
Mobile: 602-725-7839
Branch: 480-895-9225
26001 S Arizona Ave
Chandler, AZ, 85248

Achen-Gardner Construction, LLC
Account: 120490
Proposal: 1092-IND-2017242
Sales Rep: Jon Wilson
Rain For Rent
Proposal #
1092-IND-2017242
Project Name
(7/9) BP 4b 5151 S. Arizona Ave
(North Driveway)
Date Prepared
4/12/2022
Est. Delivery Date
5/30/2022
Prevailing Wage
No
Est. Completion Date
5/30/2022
Project Location
5151 S. Arizona Ave (North
Project Summary
12" lateral to Sacrificial MH at 225
STATEMENT OF WORK
RFR Responsibilities & Scope of Work
Rain for Rent (RFR) will provide the following:  
Delivery, installation, operation, removal, pickup of all quoted materials/equipment 
Reference Materials
Project is quoted based on applicable/customer provided reference materials noted below: 
Plans, job walk, manhole observation and measurements.
Operating Parameters
System designed to convey approximately 200-300GPM from driveway manhole to temporary manhole approximately 450 ft east of the suction 
manhole.
2 ea DV100C pumps with independent 6" suction hose.
8 ft. fluid level to grade
Discharge via 6" HDPE mechanically coupled pipe.
Discharge into suction manhole of BP 4c
Aerial bypass illustration included with Quote
Customer Responsibilities
It is the customer’s responsibility to inform RFR about prevailing wage at time of proposal. If RFR is informed after the quote is issued that 
certified payroll is required, quote will be subject to additional charges.  
 
Jobsite: 
Customer is responsible for: 
1. Informing RFR of any jobsite or general requirement(s) to perform work on location. 
2. Securing permits, fees, bonding, right of ways, vehicular/pedestrian traffic control, and security.  
3. Providing safe, secure access and egress to an adequate staging area throughout the job which could include brush clearing, grading, and 
removal or replacement of any landscape or hardscape in the temporary right of way for the equipment. 
4. Any damage to the environment including trees, vegetation, stream banks, or any other part of the site caused by the installation, removal, 
construction, pulling or dragging of equipment, or operation of the equipment that would require site restoration or environmental 
countermeasures. 
5. Any excavation, saw cutting, trench plating for the purpose of road crossings, backfilling, restoration, modification, or alteration of any 
permanent structure or site element including changes to pump pad preparation, suction, or discharge chambers during duration of job 
(including installation and removal). 
6. Spill response plan
7. Portable toilet facilities near pump station.
8. Odor Control Method/Means.
 
System:  
Proposal Number 1092-IND-2017242 Confidentiality Notice: This proposal and any associated document(s) are privileged and confidential and are intended for the sole use of the
addressee(s). They cannot be used, circulated, duplicated, quoted, or otherwise referred to or disclosed to third parties for any reason without the written consent of an Officer of
Western Oilfields Supply Company dba/Rain for Rent. If you have received this information in error, please immediately contact us at info@rainforrent.com.
Page 2 of 6

Achen-Gardner Construction, LLC
Account: 120490
Proposal: 1092-IND-2017242
Sales Rep: Jon Wilson
Rain For Rent
1. RFR will provide dedicated equipment with operator and fuel to perform all needed unloading, testing, operations, maintenance, relocating, 
cleaning, and reloading of provided equipment/system.
2. RFR will provide 24/7 pump operation and troubleshooting.
3. Customer will provide fueling.  
4. 
Customer 
will 
provide 
preventative 
maintenance 
as 
recommended 
by 
manufacturer 
or 
per 
the 
Rental 
Agreement.  https://rainforrentcorp.box.com/v/pumpmaintenance 
5. Customer will supply all needed water for the commissioning, startup, and system testing. Project specific criteria for hydrotesting can be 
provided at an additional charge.  
6. By accepting this quotation, the customer has acknowledged that the equipment proposed herein is suitable for its intended application and 
accepts all liabilities associated with its use. Customer is responsible for compliance with appropriate liquid/material quality standards, 
regulations, and testing protocols to meet all federal, state, local and job location specific requirements. Customer is responsible for all 
waste materials associated with this equipment/system. 
Customer is responsible for: 
1. Any work in confined spaces. 
2. Protecting system from damage including any freeze protection necessary to safeguard equipment from damage. Should equipment become 
frozen and damaged, customer is responsible for repair of equipment. RFR can provide necessary freeze protection at an additional charge 
per executed change order. Equipment stays on rent until it can be returned. 
3. Using equipment in a safe and proper manner in accordance with manufacturers' recommendations, regulatory standards, and industry best 
practices. Improper usage may cause equipment/system failure, damage, possible incidents, injuries, and spills. 
4. Customer is responsible for identifying at-risk service laterals to evaluate and mitigate the potential for sewage backups. Customer must 
communicate the risk of flooding and other potential issues to affected property owners. This may require customer to install additional 
sewer plugs or backflow preventers.
5.  Customer will provide sewer plugs and any associated installation, monitoring, and removal of sewer plugs.
6. Customer shall provide water for equipment flushing prior to end of operation and rental release
Upon Pickup: 
Contact the RFR office at 480.895.9225 to schedule pickup when equipment/system is cleaned and ready to be released.  
Flushing and cleaning of equipment must be performed to RFR’s standards prior to being called off rent. RFR personnel will perform a visual 
inspection. It is recommended to have a customer representative on-site during inspection. Equipment found not to be in “delivered 
condition” will not be picked up. 
Project Scheduling & Billing
This quote is valid for 30 days. For the quoted items, RFR requires an fully executed document prior to scheduling equipment and crew, subject to 
availability.  
 
Estimated schedule durations:  
Mobilization/Installation:  1 day
Operation:  28-days
Removal/Demobilization:  1 day
System Rental Duration:  28-days
 
Customer acknowledges that availability of equipment/system and/or media will be confirmed at time of order. Additional freight charges may 
apply subject to mutually agreed upon change order.  
 
Billing  
Delivery and labor for this project will be billed upon completion of the installation.  
Additional billing as of rental release date or end of rental cycle.
Safety
Each employee is expected to adhere to the RFR Environmental, Health and Safety programs, which will protect the environment, the health and 
safety of the customer, employees, and others. RFR asks for your full cooperation to succeed in this expected outcome. 
Proposal Number 1092-IND-2017242 Confidentiality Notice: This proposal and any associated document(s) are privileged and confidential and are intended for the sole use of the
addressee(s). They cannot be used, circulated, duplicated, quoted, or otherwise referred to or disclosed to third parties for any reason without the written consent of an Officer of
Western Oilfields Supply Company dba/Rain for Rent. If you have received this information in error, please immediately contact us at info@rainforrent.com.
Page 3 of 6

Achen-Gardner Construction, LLC
Account: 120490
Proposal: 1092-IND-2017242
Sales Rep: Jon Wilson
Rain For Rent
Achen Bypass 4c to convey 200-300 GPM from suction manhole to temporary manhole approximately 450 ft away.
1 ea 28-day equipment rental = $4,417.65
1 ea 28-day 24/7 pump operation = $42,824.00
Details in Statement of Work
Proposal Number 1092-IND-2017242 Confidentiality Notice: This proposal and any associated document(s) are privileged and confidential and are intended for the sole use of the
addressee(s). They cannot be used, circulated, duplicated, quoted, or otherwise referred to or disclosed to third parties for any reason without the written consent of an Officer of
Western Oilfields Supply Company dba/Rain for Rent. If you have received this information in error, please immediately contact us at info@rainforrent.com.
Page 4 of 6

Achen-Gardner Construction, LLC
Account: 120490
Proposal: 1092-IND-2017242
Sales Rep: Jon Wilson
Rain For Rent
PROJECT COSTS
Estimated Rental Total
$4,417.65
Estimated Environmental Recovery Fees
$143.59
Total Estimated Recurring Charges
$4,561.24
SERVICES
Estimated Installation
$1,153.52
Estimated Removal
$878.64
Estimated Services
$42,824.00
GRAND TOTAL
$49,417.40
-Estimated costs do not include taxes
-Recurring rental project costs will be on a cycle/week/day basis+ tax
PO Number:
By signing this proposal, customer represents that he/she has read and agreed to both the Statement of Work and Quote Agreement sections, and
is also agreeing to the grand total amount listed above, plus any recommended optional items if accepted and initialed. If customer requires a
Purchase Order number to process and submit payment, it must be supplied to Rain for Rent at the time of acceptance of this proposal.
Proposal Acknowledgement
Date
Customer Signature
Customer Name
{{Fullname*}}
{{Signature*}} 
{{Signdate}}
Engine driven equipment will be delivered with at least 50% fuel. A Fuel Convenience Charge will be implemented on a per gallon basis up to the
delivered fuel level. Customer acknowledges that the Fuel Convenience Charge is not a retail sale of fuel. Customer may avoid the Fuel
Convenience Charge if the Customer returns the Equipment at delivered level. The fuel convenience fee will be charged per gallon. No refunds
will be given for a higher level of fuel upon return.
RPP
$618.48
I have received and reviewed the Rental Protection Plan Agreement incorporated as the last page of this estimate. By initialing this paragraph, I
understand that I am agreeing to enter into and be bound by the terms of the Rental Protection Plan Program Agreement and that I am authorized
to enter into this Agreement on behalf of Customer. FOR ALL RENTALS OF EQUIPMENT, EXCEPT THOSE SPECIFICALLY EXCLUDED, YOU MAY EITHER
SHOW PROOF OF PROPERTY INSURANCE IN ACCORDANCE WITH INSURANCE REQUIREMENTS AND RENTAL AGREEMENT OR PURCHASE THE
RENTAL PROTECTION. THE PURCHASE OF THE RENTAL PROTECTION PLAN FOR RENTALS OF EQUIPMENT IS NOT MANDATORY AND MAY BE
DECLINED IF YOU HAVE PROOF OF ALL RISK PROPERTY INSURANCE AS REQUIRED BY CONTRACT.
Rental Protection Plan
{{Initial}}
Created Date: 4/6/2022
Proposal Number 1092-IND-2017242 Confidentiality Notice: This proposal and any associated document(s) are privileged and confidential and are intended for the sole use of the
addressee(s). They cannot be used, circulated, duplicated, quoted, or otherwise referred to or disclosed to third parties for any reason without the written consent of an Officer of
Western Oilfields Supply Company dba/Rain for Rent. If you have received this information in error, please immediately contact us at info@rainforrent.com.
Page 5 of 6

Achen-Gardner Construction, LLC
Account: 120490
Proposal: 1092-IND-2017242
Sales Rep: Jon Wilson
Rain For Rent
Quote Agreement
If Customer has entered into a Master Service Agreement with Rain for Rent and there is a conflict between these terms and conditions of this Quotation Agreement and the Customer's Master Service
Agreement, then the terms and conditions in the Customer's Master Service Agreement signed by Rain for Rent will prevail. Availability of products and services is subject to change without notice.
Payment terms are net 30 days from invoice date. Interest at the rate of 18% per year shall be charged on any past due invoice. A Fuel Surcharge will be calculated and invoiced based on the diesel fuel
price as published by the Department of Energy on https://www.eia.gov/petroleum/gasdiesel An Environmental Recovery Fee shall apply to all rental charges invoiced for the duration of the rental
pursuant to this quote/Estimate to help offset direct and indirect costs associated with regulatory compliance, obtaining permits, and obtaining licenses. California Air Quality Fee will be added to the cost
of diesel pumps used in California only. This is a State mandated fee. Customer is prohibited from deducting retention from Rain for Rent invoices and charging Rain for Rent liquidated damages. Customer
is responsible for flushing and cleaning tanks, roll off boxes, pipelines, pumps, filters and other Rain for Rent equipment prior to return unless specifically agreed to by both parties in writing. The Terms
and Conditions of the Rain For Rent Rental and Hazardous Material and/or Non-Hazardous Waste Agreement, Credit Application/Master Rental & Sales Agreement, Invoice and this Quotation (also known
as the Rain for Rent Rental/Sale Estimate as may be referenced in any Master Service Agreement, Blanket Purchase Order, or any other contractual document executed between the parties) contain the
complete and final agreement between Rain for Rent and Customer and no other agreement in any way modifying or adding to any of said Terms and Conditions will be binding upon Rain for Rent unless
made in writing and signed by a Rain for Rent Corporate Officer or Rain for Rent authorized representative. The Customer cannot alter the equipment without Rain for Rent's prior written approval.
Customer is responsible for equipment, repairs, maintenance and damage, excluding normal wear and tear or damage caused by Rain for Rent. All returned equipment is subject to inspection by Rain for
Rent personnel. Damages and accrued rent will be invoiced to Customer while equipment is out of service for repairs. The Customer is responsible for damage caused by reactive, corrosive or abrasive
material; including, but not limited to sand, sodium hydroxide, chlorine, and acids. Customer must notify Rain for Rent immediately of any spill so that any necessary repairs to the system can be made and
to minimize service interruption. The Customer assumes all risks of loss due to operation and use of the equipment. Customer will provide "all risk" property insurance for rented equipment. Customer
shall pay Rain for Rent additional expenses caused by unforeseen or changing conditions, including, but not limited to, soil, underground conditions, rock formations, environmental conditions, weather
events, regulations or restrictions, hard pan, boulders, cesspools, gas lines, waterlines, drain pipes, underground electrical conduits or other above ground or underground obstructions. All equipment
rented or used products sold are provided "AS IS, WHERE IS" in their present condition. Rain for Rent makes no warranties, expressed or implied of any kind whatsoever with respect to the equipment or
products. Sold equipment is not to be rented. Customer agrees that customer is renting equipment or purchasing used products based on their judgment and evaluation, without reliance upon any
statements of representations by Rain for Rent, and that Rain for Rent is not responsible for any defects in their operation or for any repairs, parts or services, unless otherwise noted. All new products
sold are provided without warranty beyond the terms of such warranty offered by the manufacturer, if any. Customer must comply with all original manufacturer's terms and conditions for any warranty
claims that may arise. Neither Rain for Rent nor the manufacturer warranties the product if it has failed due to corrosion, misuse or damage; (2) it has been altered, repaired or modified in any way that
would adversely affect its operation; or (3) it was installed or operated other than in accordance with manufacturer's operating instructions. Products supplied by Rain for Rent are warranted to be free
from any defect in workmanship and material under conditions of normal use and service. Rain for Rent's obligation under this warranty is limited to replacing or repairing at the designated
manufacturer's or Rain for Rent facility any part or parts returned to it with transportation charges prepaid, which Rain for Rent determines in its sole discretion to be defective. This Quotation excludes
any additional costs to Rain for Rent associated with Owner Controlled Insurance (OCIP) or WRAP insurance programs that will be added to Rain for Rent's prices. De-watering, Roll-off, Vacuum boxes and
similar equipment are not liquid tight. Rentee accepts full responsibility for all losses, damages and costs caused by or arising out of spills, leakage or discharge from this equipment. Rain for Rent will not
be held liable for any structural or soils subsidence. This Quotation is valid for 30 days and is subject to credit approval. Rain for Rent will take every effort to protect our customers and employees. Due to
the current pandemic, all quoted equipment and services are subject to delay, change, or unilateral cancelation by Rain for Rent. Please be assured every effort will be made to execute the quote as
written. The customer is responsible to inform Rain for Rent of any jobsite hazards, precautions, or entry requirements relating to the Corona Virus prior to Rain for Rent personnel going onsite to perform
work or deliver equipment. This includes informing Rain for Rent if anyone at the jobsite has tested positive and provide a list of actions taken to protect Rain for Rent personnel.
If you elect to maintain All Risk Property Insurance coverage, and the certificate of insurance You provide to Rain for Rent to evidence Your insurance coverage expires or is cancelled for any reason, You
agree Rain for Rent may charge RPP for Your rentals until such time as You provide an acceptable and valid certificate of insurance to Rain for Rent. This Rental Protection Plan Program Agreement (this
"RPP Agreement") is entered into between the undersigned Rentor and Rentee in relation to the Master Rental and Sales Agreement (MRSA) between Rentor and Rentee. If Rentee has checked or
initialed, as applicable, the Rental Protection Plan Program (the "RPP Program") box on the quote, then Rentee has opted-in to the RPP Program and this RPPP Agreement shall supplement the MSRA
whether or not executed by Rentee. Rentee understands and agrees that the RPP Program is not insurance and that the RPP Program provides only limited coverage, as described below.1.Cost;
Deductible; Maximum Coverage; Rentee shall pay a fee equal to 14 percent (14%) of the rental charge for each covered item, which fee shall be listed on each invoice during which period Rentee has
opted to participate in the RPP Program. In the event of a Covered Occurrence, as defined below, Rentee shall further be responsible for the lesser of $500 or 10 percent (10%) of the total loss, as a
deductible. The maximum coverage available under the RPP Program is $150,000 per Covered Occurrence, whether or not there is more than one piece of equipment involved in the
occurrence.2.Coverage; The RPP Program provides coverage only for losses involving Covered Equipment, as defined below, in the following instances: fire that was not caused by Rentee's gross negligence
or willful misconduct; theft for which a police report was filed, and that occurred despite Rentee's reasonable precautions to protect and secure the covered equipment; and vandalism for which a police
report was filed (individually, "Covered Occurrence," and collectively, "Covered Occurrence"). The RPP Program provides coverage only for the following types of equipment: pumps, electric submersible
pumps, tanks, generators, light towers, filtration, boxes, heaters, spillguards, safety products, sprinklers, hoses, pipe, valves and fittings ("Covered Equipment"). Coverage does not extend to any
equipment not owned by Rentor such as re-rented equipment.3.Exclusions; The RPP program does not cover any equipment or event of loss that is not specifically described in Section 2.Without limiting
the foregoing, the RPP Program does not provide coverage for the following: misuse of equipment; willful abuse of equipment; failure to maintain equipment; failure to secure items from theft (including
but not limited to failing to store items in a fenced, locked area or failing to maintain personnel on site); damage or theft while in transit to or from a jobsite; corrosion from any source; any damage caused
by named storm events; any instance that occurs while the account is not in good standing, such as a default as defined in the MRSA or upon written notice of non-payment; and any occurrence not
reported to Rentor within 24 hours after the occurrence. The RPP program does not provide coverage for: electronic equipment (controls, instrumentation, and wiring), flow meters, water meters, wheel
wash systems & accessories, Freezesentry items, or tires.4.Claims; All claims must be submitted within 24 hours of the Covered Occurrence. Rentor's mechanic will inspect the equipment following any
claim. The mechanic's findings as to the cause of the damage and cost of repair will be final. In the event of a theft or vandalism, Rentee must also provide supporting evidence that the site was secured at
the time of loss.
Rental Protection Plan Program Agreement
Proposal Number 1092-IND-2017242 Confidentiality Notice: This proposal and any associated document(s) are privileged and confidential and are intended for the sole use of the
addressee(s). They cannot be used, circulated, duplicated, quoted, or otherwise referred to or disclosed to third parties for any reason without the written consent of an Officer of
Western Oilfields Supply Company dba/Rain for Rent. If you have received this information in error, please immediately contact us at info@rainforrent.com.
Page 6 of 6

Achen-Gardner Construction, LLC
Account: 120490
550 S 79TH ST
CHANDLER, AZ, 85226
Mark McLafferty
480-940-1300
mmclafferty@achen.com
26001 S Arizona Ave
Chandler, AZ, 85248
480-895-9225
rainforrent.com
JWILSON@rainforrent.com
Rain For Rent
Dear Mark McLafferty,
Thank you for your inquiry. As requested, please find attached our proposal 1092-IND-2017247 for (8/9) BP 4c 225 E Ch Hgt Sac MH .
We value this opportunity to provide a solution for your liquid handling need and we are committed to partnering with you to
ensure your project's safe execution and completion.
To convert this proposal into a confirmed order WITHOUT ANY CHANGES, please click the "Start Signing" button to begin the
electronic signature process.
If you would like to CHANGE anything in this proposal or discuss anything further, please call Jon Wilson at 480-895-9225.
Thank you, and I look forward to working with you.
Regards,
Jon Wilson
JWILSON@rainforrent.com
Mobile: 602-725-7839
Branch: 480-895-9225
26001 S Arizona Ave
Chandler, AZ, 85248

Achen-Gardner Construction, LLC
Account: 120490
Proposal: 1092-IND-2017247
Sales Rep: Jon Wilson
Rain For Rent
Proposal #
1092-IND-2017247
Project Name
(8/9) BP 4c 225 E Ch Hgt Sac MH
Date Prepared
4/12/2022
Est. Delivery Date
5/30/2022
Prevailing Wage
No
Est. Completion Date
5/30/2022
Project Summary
225 E. Chandler Heights Sac MH to Mainline Discharge
STATEMENT OF WORK
RFR Responsibilities & Scope of Work
Rain for Rent (RFR) will provide the following:  
Delivery, installation, operation, removal, pickup of all quoted materials/equipment 
Reference Materials
Project is quoted based on applicable/customer provided reference materials noted below: 
Plans, Job walk, customer meetings and measurements.
Operating Parameters
System designed to convey approximately 500 -800 peak GPM (combined flow) approximately 1650 ft to discharge.
Fluid level to grade 8 ft.
2 ea DV100C pumps (redundancy) with independent suction hoses.
Discharge into single 6" HDPE mechanically coupled pipe.
Aerial bypass illustration included with Quote.
Customer Responsibilities
It is the customer’s responsibility to inform RFR about prevailing wage at time of proposal. If RFR is informed after the quote is issued that 
certified payroll is required, quote will be subject to additional charges.  
 
Jobsite: 
Customer is responsible for: 
1. Informing RFR of any jobsite or general requirement(s) to perform work on location. 
2. Securing permits, fees, bonding, right of ways, vehicular/pedestrian traffic control, and security.  
3. Providing safe, secure access and egress to an adequate staging area throughout the job which could include brush clearing, grading, and 
removal or replacement of any landscape or hardscape in the temporary right of way for the equipment. 
4. Any damage to the environment including trees, vegetation, stream banks, or any other part of the site caused by the installation, removal, 
construction, pulling or dragging of equipment, or operation of the equipment that would require site restoration or environmental 
countermeasures. 
5. Any excavation, saw cutting, trench plating for the purpose of road crossings, backfilling, restoration, modification, or alteration of any 
permanent structure or site element including changes to pump pad preparation, suction, or discharge chambers during duration of job 
(including installation and removal). 
6. Spill response plan
7. Portable Toilet Facilities near pump station.
8. Odor Control Method/Means.
 
System:  
1. RFR will provide dedicated equipment with operator and fuel to perform all needed unloading, testing, operations, maintenance, relocating, 
cleaning, and reloading of provided equipment/system.
2. RFR will provide 24/7 pump operation and troubleshooting.
3. Customer will provide fueling.  
4. 
Customer 
will 
provide 
preventative 
maintenance 
as 
recommended 
by 
manufacturer 
or 
per 
the 
Rental 
Agreement.  https://rainforrentcorp.box.com/v/pumpmaintenance 
5. Customer will supply all needed water for the commissioning, startup, and system testing. Project specific criteria for hydrotesting can be 
provided at an additional charge.  
6. By accepting this quotation, the customer has acknowledged that the equipment proposed herein is suitable for its intended application and 
Proposal Number 1092-IND-2017247 Confidentiality Notice: This proposal and any associated document(s) are privileged and confidential and are intended for the sole use of the
addressee(s). They cannot be used, circulated, duplicated, quoted, or otherwise referred to or disclosed to third parties for any reason without the written consent of an Officer of
Western Oilfields Supply Company dba/Rain for Rent. If you have received this information in error, please immediately contact us at info@rainforrent.com.
Page 2 of 6

Achen-Gardner Construction, LLC
Account: 120490
Proposal: 1092-IND-2017247
Sales Rep: Jon Wilson
Rain For Rent
accepts all liabilities associated with its use. Customer is responsible for compliance with appropriate liquid/material quality standards, 
regulations, and testing protocols to meet all federal, state, local and job location specific requirements. Customer is responsible for all 
waste materials associated with this equipment/system. 
Customer is responsible for: 
1. Any work in confined spaces. 
2. Protecting system from damage including any freeze protection necessary to safeguard equipment from damage. Should equipment become 
frozen and damaged, customer is responsible for repair of equipment. RFR can provide necessary freeze protection at an additional charge 
per executed change order. Equipment stays on rent until it can be returned. 
3. Using equipment in a safe and proper manner in accordance with manufacturers' recommendations, regulatory standards, and industry best 
practices. Improper usage may cause equipment/system failure, damage, possible incidents, injuries, and spills. 
4. Customer is responsible for identifying at-risk service laterals to evaluate and mitigate the potential for sewage backups. Customer must 
communicate the risk of flooding and other potential issues to affected property owners. This may require customer to install additional 
sewer plugs or backflow preventers.
5.  Customer will provide sewer plugs and any associated installation, monitoring, and removal of sewer plugs.
6. Customer shall provide water for equipment flushing prior to end of operation and rental release
Upon Pickup: 
Contact the RFR office at 480.895.9225 to schedule pickup when equipment/system is cleaned and ready to be released.  
Flushing and cleaning of equipment must be performed to RFR’s standards prior to being called off rent. RFR personnel will perform a visual 
inspection. It is recommended to have a customer representative on-site during inspection. Equipment found not to be in “delivered 
condition” will not be picked up. 
Project Scheduling & Billing
This quote is valid for 30 days. For the quoted items, RFR requires an fully executed document prior to scheduling equipment and crew, subject to 
availability.  
 
Estimated schedule durations:  
Mobilization/Installation:  1-2 days
Operation:  28-days
Removal/Demobilization:  1-2 days
System Rental Duration:  28-days
 
Customer acknowledges that availability of equipment/system and/or media will be confirmed at time of order. Additional freight charges may 
apply subject to mutually agreed upon change order.  
 
Billing  
Delivery and labor for this project will be billed upon completion of the installation.  
Additional billing as of rental release date or end of rental cycle.
Safety
Each employee is expected to adhere to the RFR Environmental, Health and Safety programs, which will protect the environment, the health and 
safety of the customer, employees, and others. RFR asks for your full cooperation to succeed in this expected outcome. 
Proposal Number 1092-IND-2017247 Confidentiality Notice: This proposal and any associated document(s) are privileged and confidential and are intended for the sole use of the
addressee(s). They cannot be used, circulated, duplicated, quoted, or otherwise referred to or disclosed to third parties for any reason without the written consent of an Officer of
Western Oilfields Supply Company dba/Rain for Rent. If you have received this information in error, please immediately contact us at info@rainforrent.com.
Page 3 of 6

Achen-Gardner Construction, LLC
Account: 120490
Proposal: 1092-IND-2017247
Sales Rep: Jon Wilson
Rain For Rent
Achen-Gardner BP 4b
1 ea 28-day equipment rental = $4,965.41
1 ea 28-day pump operation = $42.824.00
Details in Statement of Work
Proposal Number 1092-IND-2017247 Confidentiality Notice: This proposal and any associated document(s) are privileged and confidential and are intended for the sole use of the
addressee(s). They cannot be used, circulated, duplicated, quoted, or otherwise referred to or disclosed to third parties for any reason without the written consent of an Officer of
Western Oilfields Supply Company dba/Rain for Rent. If you have received this information in error, please immediately contact us at info@rainforrent.com.
Page 4 of 6

Achen-Gardner Construction, LLC
Account: 120490
Proposal: 1092-IND-2017247
Sales Rep: Jon Wilson
Rain For Rent
PROJECT COSTS
Estimated Rental Total
$4,965.41
Estimated Environmental Recovery Fees
$161.41
Total Estimated Recurring Charges
$5,126.82
SERVICES
Estimated Installation
$2,086.16
Estimated Removal
$1,536.40
Estimated Services
$42,824.00
GRAND TOTAL
$51,573.38
-Estimated costs do not include taxes
-Recurring rental project costs will be on a cycle/week/day basis+ tax
PO Number:
By signing this proposal, customer represents that he/she has read and agreed to both the Statement of Work and Quote Agreement sections, and
is also agreeing to the grand total amount listed above, plus any recommended optional items if accepted and initialed. If customer requires a
Purchase Order number to process and submit payment, it must be supplied to Rain for Rent at the time of acceptance of this proposal.
Proposal Acknowledgement
Date
Customer Signature
Customer Name
{{Fullname*}}
{{Signature*}} 
{{Signdate}}
Engine driven equipment will be delivered with at least 50% fuel. A Fuel Convenience Charge will be implemented on a per gallon basis up to the
delivered fuel level. Customer acknowledges that the Fuel Convenience Charge is not a retail sale of fuel. Customer may avoid the Fuel
Convenience Charge if the Customer returns the Equipment at delivered level. The fuel convenience fee will be charged per gallon. No refunds
will be given for a higher level of fuel upon return.
RPP
$695.17
I have received and reviewed the Rental Protection Plan Agreement incorporated as the last page of this estimate. By initialing this paragraph, I
understand that I am agreeing to enter into and be bound by the terms of the Rental Protection Plan Program Agreement and that I am authorized
to enter into this Agreement on behalf of Customer. FOR ALL RENTALS OF EQUIPMENT, EXCEPT THOSE SPECIFICALLY EXCLUDED, YOU MAY EITHER
SHOW PROOF OF PROPERTY INSURANCE IN ACCORDANCE WITH INSURANCE REQUIREMENTS AND RENTAL AGREEMENT OR PURCHASE THE
RENTAL PROTECTION. THE PURCHASE OF THE RENTAL PROTECTION PLAN FOR RENTALS OF EQUIPMENT IS NOT MANDATORY AND MAY BE
DECLINED IF YOU HAVE PROOF OF ALL RISK PROPERTY INSURANCE AS REQUIRED BY CONTRACT.
Rental Protection Plan
{{Initial}}
Created Date: 4/6/2022
Proposal Number 1092-IND-2017247 Confidentiality Notice: This proposal and any associated document(s) are privileged and confidential and are intended for the sole use of the
addressee(s). They cannot be used, circulated, duplicated, quoted, or otherwise referred to or disclosed to third parties for any reason without the written consent of an Officer of
Western Oilfields Supply Company dba/Rain for Rent. If you have received this information in error, please immediately contact us at info@rainforrent.com.
Page 5 of 6

Achen-Gardner Construction, LLC
Account: 120490
Proposal: 1092-IND-2017247
Sales Rep: Jon Wilson
Rain For Rent
Quote Agreement
If Customer has entered into a Master Service Agreement with Rain for Rent and there is a conflict between these terms and conditions of this Quotation Agreement and the Customer's Master Service
Agreement, then the terms and conditions in the Customer's Master Service Agreement signed by Rain for Rent will prevail. Availability of products and services is subject to change without notice.
Payment terms are net 30 days from invoice date. Interest at the rate of 18% per year shall be charged on any past due invoice. A Fuel Surcharge will be calculated and invoiced based on the diesel fuel
price as published by the Department of Energy on https://www.eia.gov/petroleum/gasdiesel An Environmental Recovery Fee shall apply to all rental charges invoiced for the duration of the rental
pursuant to this quote/Estimate to help offset direct and indirect costs associated with regulatory compliance, obtaining permits, and obtaining licenses. California Air Quality Fee will be added to the cost
of diesel pumps used in California only. This is a State mandated fee. Customer is prohibited from deducting retention from Rain for Rent invoices and charging Rain for Rent liquidated damages. Customer
is responsible for flushing and cleaning tanks, roll off boxes, pipelines, pumps, filters and other Rain for Rent equipment prior to return unless specifically agreed to by both parties in writing. The Terms
and Conditions of the Rain For Rent Rental and Hazardous Material and/or Non-Hazardous Waste Agreement, Credit Application/Master Rental & Sales Agreement, Invoice and this Quotation (also known
as the Rain for Rent Rental/Sale Estimate as may be referenced in any Master Service Agreement, Blanket Purchase Order, or any other contractual document executed between the parties) contain the
complete and final agreement between Rain for Rent and Customer and no other agreement in any way modifying or adding to any of said Terms and Conditions will be binding upon Rain for Rent unless
made in writing and signed by a Rain for Rent Corporate Officer or Rain for Rent authorized representative. The Customer cannot alter the equipment without Rain for Rent's prior written approval.
Customer is responsible for equipment, repairs, maintenance and damage, excluding normal wear and tear or damage caused by Rain for Rent. All returned equipment is subject to inspection by Rain for
Rent personnel. Damages and accrued rent will be invoiced to Customer while equipment is out of service for repairs. The Customer is responsible for damage caused by reactive, corrosive or abrasive
material; including, but not limited to sand, sodium hydroxide, chlorine, and acids. Customer must notify Rain for Rent immediately of any spill so that any necessary repairs to the system can be made and
to minimize service interruption. The Customer assumes all risks of loss due to operation and use of the equipment. Customer will provide "all risk" property insurance for rented equipment. Customer
shall pay Rain for Rent additional expenses caused by unforeseen or changing conditions, including, but not limited to, soil, underground conditions, rock formations, environmental conditions, weather
events, regulations or restrictions, hard pan, boulders, cesspools, gas lines, waterlines, drain pipes, underground electrical conduits or other above ground or underground obstructions. All equipment
rented or used products sold are provided "AS IS, WHERE IS" in their present condition. Rain for Rent makes no warranties, expressed or implied of any kind whatsoever with respect to the equipment or
products. Sold equipment is not to be rented. Customer agrees that customer is renting equipment or purchasing used products based on their judgment and evaluation, without reliance upon any
statements of representations by Rain for Rent, and that Rain for Rent is not responsible for any defects in their operation or for any repairs, parts or services, unless otherwise noted. All new products
sold are provided without warranty beyond the terms of such warranty offered by the manufacturer, if any. Customer must comply with all original manufacturer's terms and conditions for any warranty
claims that may arise. Neither Rain for Rent nor the manufacturer warranties the product if it has failed due to corrosion, misuse or damage; (2) it has been altered, repaired or modified in any way that
would adversely affect its operation; or (3) it was installed or operated other than in accordance with manufacturer's operating instructions. Products supplied by Rain for Rent are warranted to be free
from any defect in workmanship and material under conditions of normal use and service. Rain for Rent's obligation under this warranty is limited to replacing or repairing at the designated
manufacturer's or Rain for Rent facility any part or parts returned to it with transportation charges prepaid, which Rain for Rent determines in its sole discretion to be defective. This Quotation excludes
any additional costs to Rain for Rent associated with Owner Controlled Insurance (OCIP) or WRAP insurance programs that will be added to Rain for Rent's prices. De-watering, Roll-off, Vacuum boxes and
similar equipment are not liquid tight. Rentee accepts full responsibility for all losses, damages and costs caused by or arising out of spills, leakage or discharge from this equipment. Rain for Rent will not
be held liable for any structural or soils subsidence. This Quotation is valid for 30 days and is subject to credit approval. Rain for Rent will take every effort to protect our customers and employees. Due to
the current pandemic, all quoted equipment and services are subject to delay, change, or unilateral cancelation by Rain for Rent. Please be assured every effort will be made to execute the quote as
written. The customer is responsible to inform Rain for Rent of any jobsite hazards, precautions, or entry requirements relating to the Corona Virus prior to Rain for Rent personnel going onsite to perform
work or deliver equipment. This includes informing Rain for Rent if anyone at the jobsite has tested positive and provide a list of actions taken to protect Rain for Rent personnel.
If you elect to maintain All Risk Property Insurance coverage, and the certificate of insurance You provide to Rain for Rent to evidence Your insurance coverage expires or is cancelled for any reason, You
agree Rain for Rent may charge RPP for Your rentals until such time as You provide an acceptable and valid certificate of insurance to Rain for Rent. This Rental Protection Plan Program Agreement (this
"RPP Agreement") is entered into between the undersigned Rentor and Rentee in relation to the Master Rental and Sales Agreement (MRSA) between Rentor and Rentee. If Rentee has checked or
initialed, as applicable, the Rental Protection Plan Program (the "RPP Program") box on the quote, then Rentee has opted-in to the RPP Program and this RPPP Agreement shall supplement the MSRA
whether or not executed by Rentee. Rentee understands and agrees that the RPP Program is not insurance and that the RPP Program provides only limited coverage, as described below.1.Cost;
Deductible; Maximum Coverage; Rentee shall pay a fee equal to 14 percent (14%) of the rental charge for each covered item, which fee shall be listed on each invoice during which period Rentee has
opted to participate in the RPP Program. In the event of a Covered Occurrence, as defined below, Rentee shall further be responsible for the lesser of $500 or 10 percent (10%) of the total loss, as a
deductible. The maximum coverage available under the RPP Program is $150,000 per Covered Occurrence, whether or not there is more than one piece of equipment involved in the
occurrence.2.Coverage; The RPP Program provides coverage only for losses involving Covered Equipment, as defined below, in the following instances: fire that was not caused by Rentee's gross negligence
or willful misconduct; theft for which a police report was filed, and that occurred despite Rentee's reasonable precautions to protect and secure the covered equipment; and vandalism for which a police
report was filed (individually, "Covered Occurrence," and collectively, "Covered Occurrence"). The RPP Program provides coverage only for the following types of equipment: pumps, electric submersible
pumps, tanks, generators, light towers, filtration, boxes, heaters, spillguards, safety products, sprinklers, hoses, pipe, valves and fittings ("Covered Equipment"). Coverage does not extend to any
equipment not owned by Rentor such as re-rented equipment.3.Exclusions; The RPP program does not cover any equipment or event of loss that is not specifically described in Section 2.Without limiting
the foregoing, the RPP Program does not provide coverage for the following: misuse of equipment; willful abuse of equipment; failure to maintain equipment; failure to secure items from theft (including
but not limited to failing to store items in a fenced, locked area or failing to maintain personnel on site); damage or theft while in transit to or from a jobsite; corrosion from any source; any damage caused
by named storm events; any instance that occurs while the account is not in good standing, such as a default as defined in the MRSA or upon written notice of non-payment; and any occurrence not
reported to Rentor within 24 hours after the occurrence. The RPP program does not provide coverage for: electronic equipment (controls, instrumentation, and wiring), flow meters, water meters, wheel
wash systems & accessories, Freezesentry items, or tires.4.Claims; All claims must be submitted within 24 hours of the Covered Occurrence. Rentor's mechanic will inspect the equipment following any
claim. The mechanic's findings as to the cause of the damage and cost of repair will be final. In the event of a theft or vandalism, Rentee must also provide supporting evidence that the site was secured at
the time of loss.
Rental Protection Plan Program Agreement
Proposal Number 1092-IND-2017247 Confidentiality Notice: This proposal and any associated document(s) are privileged and confidential and are intended for the sole use of the
addressee(s). They cannot be used, circulated, duplicated, quoted, or otherwise referred to or disclosed to third parties for any reason without the written consent of an Officer of
Western Oilfields Supply Company dba/Rain for Rent. If you have received this information in error, please immediately contact us at info@rainforrent.com.
Page 6 of 6

Achen-Gardner Construction, LLC
Account: 120490
550 S 79TH ST
CHANDLER, AZ, 85226
Mark McLafferty
480-940-1300
mmclafferty@achen.com
26001 S Arizona Ave
Chandler, AZ, 85248
480-895-9225
rainforrent.com
JWILSON@rainforrent.com
Rain For Rent
Dear Mark McLafferty,
Thank you for your inquiry. As requested, please find attached our proposal 1092-IND-2017250 for (9/9) BP 4d. We value this
opportunity to provide a solution for your liquid handling need and we are committed to partnering with you to ensure your
project's safe execution and completion.
To convert this proposal into a confirmed order WITHOUT ANY CHANGES, please click the "Start Signing" button to begin the
electronic signature process.
If you would like to CHANGE anything in this proposal or discuss anything further, please call Jon Wilson at 480-895-9225.
Thank you, and I look forward to working with you.
Regards,
Jon Wilson
JWILSON@rainforrent.com
Mobile: 602-725-7839
Branch: 480-895-9225
26001 S Arizona Ave
Chandler, AZ, 85248

Achen-Gardner Construction, LLC
Account: 120490
Proposal: 1092-IND-2017250
Sales Rep: Jon Wilson
Rain For Rent
Proposal #
1092-IND-2017250
Project Name
(9/9) BP 4d
Date Prepared
4/12/2022
Est. Delivery Date
5/30/2022
Prevailing Wage
No
Est. Completion Date
5/30/2022
Project Summary
Lateral MH in front of Alpha Med to Mainline Tie-in
STATEMENT OF WORK
RFR Responsibilities & Scope of Work
Rain for Rent (RFR) will provide the following:  
Delivery, installation, operation, removal, pickup of all quoted materials/equipment.
Primary and Back up pumps to convey sewage to discharge.
Reference Materials
Project is quoted based on applicable/customer provided reference materials noted below: 
Plans, Job walk, customer meetings and measurements.
Operating Parameters
Subject to design calculations.
2 ea DV150i 6" pumps (redundancy) with independent suction hoses
17 ft fluid level to grade.
Flow approximately 800-1000 peak GPM
Discharge 850 ft into 6" HDPE mechanically coupled pipe.
Aerial bypass illustration included with Quote.
Customer Responsibilities
It is the customer’s responsibility to inform RFR about prevailing wage at time of proposal. If RFR is informed after the quote is issued that 
certified payroll is required, quote will be subject to additional charges.  
 
Jobsite: 
Customer is responsible for: 
1. Informing RFR of any jobsite or general requirement(s) to perform work on location. 
2. Securing permits, fees, bonding, right of ways, vehicular/pedestrian traffic control, and security.  
3. Providing safe, secure access and egress to an adequate staging area throughout the job which could include brush clearing, grading, and 
removal or replacement of any landscape or hardscape in the temporary right of way for the equipment. 
4. Any damage to the environment including trees, vegetation, stream banks, or any other part of the site caused by the installation, removal, 
construction, pulling or dragging of equipment, or operation of the equipment that would require site restoration or environmental 
countermeasures. 
5. Any excavation, saw cutting, trench plating for the purpose of road crossings, backfilling, restoration, modification, or alteration of any 
permanent structure or site element including changes to pump pad preparation, suction, or discharge chambers during duration of job 
(including installation and removal). 
6. Spill response plan
7. Portable toilet facilities near pump station.
8. Odor Control Method/Means.
 
System:  
1. RFR will provide dedicated equipment with operator and fuel to perform all needed unloading, testing, operations, maintenance, relocating, 
cleaning, and reloading of provided equipment/system.
2. RFR will provide 24/7 pump operation and troubleshooting.
3. Customer will provide fueling.  
4. 
Customer 
will 
provide 
preventative 
maintenance 
as 
recommended 
by 
manufacturer 
or 
per 
the 
Rental 
Agreement.  https://rainforrentcorp.box.com/v/pumpmaintenance 
5. Customer will supply all needed water for the commissioning, startup, and system testing. Project specific criteria for hydrotesting can be 
Proposal Number 1092-IND-2017250 Confidentiality Notice: This proposal and any associated document(s) are privileged and confidential and are intended for the sole use of the
addressee(s). They cannot be used, circulated, duplicated, quoted, or otherwise referred to or disclosed to third parties for any reason without the written consent of an Officer of
Western Oilfields Supply Company dba/Rain for Rent. If you have received this information in error, please immediately contact us at info@rainforrent.com.
Page 2 of 6

Achen-Gardner Construction, LLC
Account: 120490
Proposal: 1092-IND-2017250
Sales Rep: Jon Wilson
Rain For Rent
provided at an additional charge.  
6. By accepting this quotation, the customer has acknowledged that the equipment proposed herein is suitable for its intended application and 
accepts all liabilities associated with its use. Customer is responsible for compliance with appropriate liquid/material quality standards, 
regulations, and testing protocols to meet all federal, state, local and job location specific requirements. Customer is responsible for all 
waste materials associated with this equipment/system. 
Customer is responsible for: 
1. Any work in confined spaces. 
2. Protecting system from damage including any freeze protection necessary to safeguard equipment from damage. Should equipment become 
frozen and damaged, customer is responsible for repair of equipment. RFR can provide necessary freeze protection at an additional charge 
per executed change order. Equipment stays on rent until it can be returned. 
3. Using equipment in a safe and proper manner in accordance with manufacturers' recommendations, regulatory standards, and industry best 
practices. Improper usage may cause equipment/system failure, damage, possible incidents, injuries, and spills. 
4. Customer is responsible for identifying at-risk service laterals to evaluate and mitigate the potential for sewage backups. Customer must 
communicate the risk of flooding and other potential issues to affected property owners. This may require customer to install additional 
sewer plugs or backflow preventers.
5.  Customer will provide sewer plugs and any associated installation, monitoring, and removal of sewer plugs.
6. Customer shall provide water for equipment flushing prior to end of operation and rental release
Upon Pickup: 
Contact the RFR office at 480.895.9225 to schedule pickup when equipment/system is cleaned and ready to be released.  
Flushing and cleaning of equipment must be performed to RFR’s standards prior to being called off rent. RFR personnel will perform a visual 
inspection. It is recommended to have a customer representative on-site during inspection. Equipment found not to be in “delivered 
condition” will not be picked up. 
Project Scheduling & Billing
This quote is valid for 30 days. For the quoted items, RFR requires an fully executed document prior to scheduling equipment and crew, subject to 
availability.  
 
Estimated schedule durations:  
Mobilization/Installation:  1 day
Operation:  28-days
Removal/Demobilization:  1 day
System Rental Duration:  28-days
 
Customer acknowledges that availability of equipment/system and/or media will be confirmed at time of order. Additional freight charges may 
apply subject to mutually agreed upon change order.  
 
Billing  
Delivery and labor for this project will be billed upon completion of the installation.  
Additional billing as of rental release date or end of rental cycle.
Safety
Each employee is expected to adhere to the RFR Environmental, Health and Safety programs, which will protect the environment, the health and 
safety of the customer, employees, and others. RFR asks for your full cooperation to succeed in this expected outcome. 
Proposal Number 1092-IND-2017250 Confidentiality Notice: This proposal and any associated document(s) are privileged and confidential and are intended for the sole use of the
addressee(s). They cannot be used, circulated, duplicated, quoted, or otherwise referred to or disclosed to third parties for any reason without the written consent of an Officer of
Western Oilfields Supply Company dba/Rain for Rent. If you have received this information in error, please immediately contact us at info@rainforrent.com.
Page 3 of 6

Achen-Gardner Construction, LLC
Account: 120490
Proposal: 1092-IND-2017250
Sales Rep: Jon Wilson
Rain For Rent
Achen-Gardner BP 4c tie in.
1 ea 28-day equipment rental = $6,078.60
1 ea 28-day 24/7 pump operation = $42,824.00
Details in Statement of Work
Proposal Number 1092-IND-2017250 Confidentiality Notice: This proposal and any associated document(s) are privileged and confidential and are intended for the sole use of the
addressee(s). They cannot be used, circulated, duplicated, quoted, or otherwise referred to or disclosed to third parties for any reason without the written consent of an Officer of
Western Oilfields Supply Company dba/Rain for Rent. If you have received this information in error, please immediately contact us at info@rainforrent.com.
Page 4 of 6

Achen-Gardner Construction, LLC
Account: 120490
Proposal: 1092-IND-2017250
Sales Rep: Jon Wilson
Rain For Rent
PROJECT COSTS
Estimated Rental Total
$6,078.60
Estimated Environmental Recovery Fees
$197.57
Total Estimated Recurring Charges
$6,276.17
SERVICES
Estimated Installation
$1,811.28
Estimated Pickup
$1,261.52
Estimated Services
$42,824.00
GRAND TOTAL
$52,172.97
-Estimated costs do not include taxes
-Recurring rental project costs will be on a cycle/week/day basis+ tax
PO Number:
By signing this proposal, customer represents that he/she has read and agreed to both the Statement of Work and Quote Agreement sections, and
is also agreeing to the grand total amount listed above, plus any recommended optional items if accepted and initialed. If customer requires a
Purchase Order number to process and submit payment, it must be supplied to Rain for Rent at the time of acceptance of this proposal.
Proposal Acknowledgement
Date
Customer Signature
Customer Name
{{Fullname*}}
{{Signature*}} 
{{Signdate}}
Engine driven equipment will be delivered with at least 50% fuel. A Fuel Convenience Charge will be implemented on a per gallon basis up to the
delivered fuel level. Customer acknowledges that the Fuel Convenience Charge is not a retail sale of fuel. Customer may avoid the Fuel
Convenience Charge if the Customer returns the Equipment at delivered level. The fuel convenience fee will be charged per gallon. No refunds
will be given for a higher level of fuel upon return.
RPP
$788.01
I have received and reviewed the Rental Protection Plan Agreement incorporated as the last page of this estimate. By initialing this paragraph, I
understand that I am agreeing to enter into and be bound by the terms of the Rental Protection Plan Program Agreement and that I am authorized
to enter into this Agreement on behalf of Customer. FOR ALL RENTALS OF EQUIPMENT, EXCEPT THOSE SPECIFICALLY EXCLUDED, YOU MAY EITHER
SHOW PROOF OF PROPERTY INSURANCE IN ACCORDANCE WITH INSURANCE REQUIREMENTS AND RENTAL AGREEMENT OR PURCHASE THE
RENTAL PROTECTION. THE PURCHASE OF THE RENTAL PROTECTION PLAN FOR RENTALS OF EQUIPMENT IS NOT MANDATORY AND MAY BE
DECLINED IF YOU HAVE PROOF OF ALL RISK PROPERTY INSURANCE AS REQUIRED BY CONTRACT.
Rental Protection Plan
{{Initial}}
Created Date: 4/6/2022
Proposal Number 1092-IND-2017250 Confidentiality Notice: This proposal and any associated document(s) are privileged and confidential and are intended for the sole use of the
addressee(s). They cannot be used, circulated, duplicated, quoted, or otherwise referred to or disclosed to third parties for any reason without the written consent of an Officer of
Western Oilfields Supply Company dba/Rain for Rent. If you have received this information in error, please immediately contact us at info@rainforrent.com.
Page 5 of 6

Achen-Gardner Construction, LLC
Account: 120490
Proposal: 1092-IND-2017250
Sales Rep: Jon Wilson
Rain For Rent
Quote Agreement
If Customer has entered into a Master Service Agreement with Rain for Rent and there is a conflict between these terms and conditions of this Quotation Agreement and the Customer's Master Service
Agreement, then the terms and conditions in the Customer's Master Service Agreement signed by Rain for Rent will prevail. Availability of products and services is subject to change without notice.
Payment terms are net 30 days from invoice date. Interest at the rate of 18% per year shall be charged on any past due invoice. A Fuel Surcharge will be calculated and invoiced based on the diesel fuel
price as published by the Department of Energy on https://www.eia.gov/petroleum/gasdiesel An Environmental Recovery Fee shall apply to all rental charges invoiced for the duration of the rental
pursuant to this quote/Estimate to help offset direct and indirect costs associated with regulatory compliance, obtaining permits, and obtaining licenses. California Air Quality Fee will be added to the cost
of diesel pumps used in California only. This is a State mandated fee. Customer is prohibited from deducting retention from Rain for Rent invoices and charging Rain for Rent liquidated damages. Customer
is responsible for flushing and cleaning tanks, roll off boxes, pipelines, pumps, filters and other Rain for Rent equipment prior to return unless specifically agreed to by both parties in writing. The Terms
and Conditions of the Rain For Rent Rental and Hazardous Material and/or Non-Hazardous Waste Agreement, Credit Application/Master Rental & Sales Agreement, Invoice and this Quotation (also known
as the Rain for Rent Rental/Sale Estimate as may be referenced in any Master Service Agreement, Blanket Purchase Order, or any other contractual document executed between the parties) contain the
complete and final agreement between Rain for Rent and Customer and no other agreement in any way modifying or adding to any of said Terms and Conditions will be binding upon Rain for Rent unless
made in writing and signed by a Rain for Rent Corporate Officer or Rain for Rent authorized representative. The Customer cannot alter the equipment without Rain for Rent's prior written approval.
Customer is responsible for equipment, repairs, maintenance and damage, excluding normal wear and tear or damage caused by Rain for Rent. All returned equipment is subject to inspection by Rain for
Rent personnel. Damages and accrued rent will be invoiced to Customer while equipment is out of service for repairs. The Customer is responsible for damage caused by reactive, corrosive or abrasive
material; including, but not limited to sand, sodium hydroxide, chlorine, and acids. Customer must notify Rain for Rent immediately of any spill so that any necessary repairs to the system can be made and
to minimize service interruption. The Customer assumes all risks of loss due to operation and use of the equipment. Customer will provide "all risk" property insurance for rented equipment. Customer
shall pay Rain for Rent additional expenses caused by unforeseen or changing conditions, including, but not limited to, soil, underground conditions, rock formations, environmental conditions, weather
events, regulations or restrictions, hard pan, boulders, cesspools, gas lines, waterlines, drain pipes, underground electrical conduits or other above ground or underground obstructions. All equipment
rented or used products sold are provided "AS IS, WHERE IS" in their present condition. Rain for Rent makes no warranties, expressed or implied of any kind whatsoever with respect to the equipment or
products. Sold equipment is not to be rented. Customer agrees that customer is renting equipment or purchasing used products based on their judgment and evaluation, without reliance upon any
statements of representations by Rain for Rent, and that Rain for Rent is not responsible for any defects in their operation or for any repairs, parts or services, unless otherwise noted. All new products
sold are provided without warranty beyond the terms of such warranty offered by the manufacturer, if any. Customer must comply with all original manufacturer's terms and conditions for any warranty
claims that may arise. Neither Rain for Rent nor the manufacturer warranties the product if it has failed due to corrosion, misuse or damage; (2) it has been altered, repaired or modified in any way that
would adversely affect its operation; or (3) it was installed or operated other than in accordance with manufacturer's operating instructions. Products supplied by Rain for Rent are warranted to be free
from any defect in workmanship and material under conditions of normal use and service. Rain for Rent's obligation under this warranty is limited to replacing or repairing at the designated
manufacturer's or Rain for Rent facility any part or parts returned to it with transportation charges prepaid, which Rain for Rent determines in its sole discretion to be defective. This Quotation excludes
any additional costs to Rain for Rent associated with Owner Controlled Insurance (OCIP) or WRAP insurance programs that will be added to Rain for Rent's prices. De-watering, Roll-off, Vacuum boxes and
similar equipment are not liquid tight. Rentee accepts full responsibility for all losses, damages and costs caused by or arising out of spills, leakage or discharge from this equipment. Rain for Rent will not
be held liable for any structural or soils subsidence. This Quotation is valid for 30 days and is subject to credit approval. Rain for Rent will take every effort to protect our customers and employees. Due to
the current pandemic, all quoted equipment and services are subject to delay, change, or unilateral cancelation by Rain for Rent. Please be assured every effort will be made to execute the quote as
written. The customer is responsible to inform Rain for Rent of any jobsite hazards, precautions, or entry requirements relating to the Corona Virus prior to Rain for Rent personnel going onsite to perform
work or deliver equipment. This includes informing Rain for Rent if anyone at the jobsite has tested positive and provide a list of actions taken to protect Rain for Rent personnel.
If you elect to maintain All Risk Property Insurance coverage, and the certificate of insurance You provide to Rain for Rent to evidence Your insurance coverage expires or is cancelled for any reason, You
agree Rain for Rent may charge RPP for Your rentals until such time as You provide an acceptable and valid certificate of insurance to Rain for Rent. This Rental Protection Plan Program Agreement (this
"RPP Agreement") is entered into between the undersigned Rentor and Rentee in relation to the Master Rental and Sales Agreement (MRSA) between Rentor and Rentee. If Rentee has checked or
initialed, as applicable, the Rental Protection Plan Program (the "RPP Program") box on the quote, then Rentee has opted-in to the RPP Program and this RPPP Agreement shall supplement the MSRA
whether or not executed by Rentee. Rentee understands and agrees that the RPP Program is not insurance and that the RPP Program provides only limited coverage, as described below.1.Cost;
Deductible; Maximum Coverage; Rentee shall pay a fee equal to 14 percent (14%) of the rental charge for each covered item, which fee shall be listed on each invoice during which period Rentee has
opted to participate in the RPP Program. In the event of a Covered Occurrence, as defined below, Rentee shall further be responsible for the lesser of $500 or 10 percent (10%) of the total loss, as a
deductible. The maximum coverage available under the RPP Program is $150,000 per Covered Occurrence, whether or not there is more than one piece of equipment involved in the
occurrence.2.Coverage; The RPP Program provides coverage only for losses involving Covered Equipment, as defined below, in the following instances: fire that was not caused by Rentee's gross negligence
or willful misconduct; theft for which a police report was filed, and that occurred despite Rentee's reasonable precautions to protect and secure the covered equipment; and vandalism for which a police
report was filed (individually, "Covered Occurrence," and collectively, "Covered Occurrence"). The RPP Program provides coverage only for the following types of equipment: pumps, electric submersible
pumps, tanks, generators, light towers, filtration, boxes, heaters, spillguards, safety products, sprinklers, hoses, pipe, valves and fittings ("Covered Equipment"). Coverage does not extend to any
equipment not owned by Rentor such as re-rented equipment.3.Exclusions; The RPP program does not cover any equipment or event of loss that is not specifically described in Section 2.Without limiting
the foregoing, the RPP Program does not provide coverage for the following: misuse of equipment; willful abuse of equipment; failure to maintain equipment; failure to secure items from theft (including
but not limited to failing to store items in a fenced, locked area or failing to maintain personnel on site); damage or theft while in transit to or from a jobsite; corrosion from any source; any damage caused
by named storm events; any instance that occurs while the account is not in good standing, such as a default as defined in the MRSA or upon written notice of non-payment; and any occurrence not
reported to Rentor within 24 hours after the occurrence. The RPP program does not provide coverage for: electronic equipment (controls, instrumentation, and wiring), flow meters, water meters, wheel
wash systems & accessories, Freezesentry items, or tires.4.Claims; All claims must be submitted within 24 hours of the Covered Occurrence. Rentor's mechanic will inspect the equipment following any
claim. The mechanic's findings as to the cause of the damage and cost of repair will be final. In the event of a theft or vandalism, Rentee must also provide supporting evidence that the site was secured at
the time of loss.
Rental Protection Plan Program Agreement
Proposal Number 1092-IND-2017250 Confidentiality Notice: This proposal and any associated document(s) are privileged and confidential and are intended for the sole use of the
addressee(s). They cannot be used, circulated, duplicated, quoted, or otherwise referred to or disclosed to third parties for any reason without the written consent of an Officer of
Western Oilfields Supply Company dba/Rain for Rent. If you have received this information in error, please immediately contact us at info@rainforrent.com.
Page 6 of 6

Page 4 of 8
Achen-Gardner Construction, LLC 71
Mark McLafferty
4/15/2022 1:09 PM
CHANDLER HEIGHTS RD PACKAGE 3
39381003
STEEL CASING
CASING
Vendor Phone
Vendor Name
Vendor Code
Unit Price
6368879683
Trinity Product
TRIINITY
Plug Price
Unit
Quan
Desc
Resource
Activity
Bid
0.0000
LF
120.00
18" STEEL CASING
2CAS18
128.5500
0.0000
LF
760.00
24" STEEL CASING
2CAS24
157.8300
0.0000
LF
80.00
30" STEEL CASING
2CAS30
191.1100
Plugged Amount
Quoted Amount
0
150,666
$ Adjustment
% Adjustment
Mobilization
Bond
0
0
0
0
Total Adjustment
0
0
Totals
150,666
Diff From Plug
150,666
Total Minority
0
A 'P' beside a price indicates a plug price.
Green background indicates that the vendor is selected.

Trinity Products, LLC
1969 W. TERRA LN. O’ FALLON MO, 63366
Tel: (800) 456-7473
Fax: (636) 639-6258
Apr 12, 2022
Quote #: TPIQ57061
Project: Chandler Heights (Pa...
QUOTE
Sales Rep:
Adam Manz
amanz@trinityproducts.com
636-887-9683 
REMIT TO:
Trinity Products LLC
PO Box 84103
Chicago, IL, 60689-4003
FOB:
Approx. Ship
Date:
Terms of Sale:
Destination
TBD
NET 30
QUOTE TO:
Achen-Gardner Construction
SHIP TO:
Mark McLafferty
550 South 79th St.
Chandler , Arizona 85226
Tel: 480-940-1300
Job Site
Chandler , Arizona 85224
DESCRIPTION
QTY
UOM
UNIT PRICE
TOTAL
18" x .406" Nominal Wall, New Straight Seam Steel Pipe,
A252 Gr. 3, Domestic w/ MTR's, 1pc @ 40'
40
FT
$79.42
$3,176.80
24" x .375" Nominal, New Trinity Lo-profile Spiral Weld Steel
Pipe, A252 Gr. 3, Domestic w/ MTR's, 22pcs @ 40'
880
FT
$106.45
$93,676.00
30" x .375" Nominal, New Trinity Lo-profile Spiral Weld Steel
Pipe, A252 Gr. 3, Domestic w/ MTR's, 2pc @ 40'
80
FT
$133.48
$10,678.40
Freight to Chandler, Arizona - Steel Pipe *Freight is an
estimate only. Billed freight will be determined at time of
shipment.
3
T/L
$6,800.00
$20,400.00
6" x 18", Stainless Steel Spacer with EPDM Liner, Center
Restrained
4
EA
$165.00
$660.00
6" x 18", EPDM Wrap-Around End Seal
2
EA
$105.00
$210.00
8" x 24", Stainless Steel Spacer with EPDM Liner, Center
Restrained
76
EA
$210.00
$15,960.00
8" x 24", EPDM Wrap-Around End Seal
38
EA
$170.00
$6,460.00
16" x 30", Stainless Steel Spacer with EPDM Liner, Center
Restrained
8
EA
$245.00
$1,960.00
16" x 30", EPDM Wrap-Around End Seal
4
EA
$225.00
$900.00
Freight to Chandler, Arizona - Spacers/End Seals *Freight is
an estimate only. Billed freight will be determined at time of
shipment.
1
LOT
$600.00
$600.00
Accepted by:
 
 
 
Mark McLafferty
Date
Grand Total*
$154,681.20
*Total price excludes sales tax. If tax is required, it will be
added at the appropriate rate upon invoicing.
120
$9,530.40
760
$80,902.00
$2,640.00
$630.00
16
6
$150,660.80

Comments:
All materials are subject to prior sale, mill rolling schedule and price fluctuations upon receipt of order.
Thank you,
Adam Manz
*Freight quoted is an estimate based on current market rates. Freight will be billed/invoiced based on market rates at time of shipment. Trinity
Products assumes no liability for changes in freight market rates.
For more information please visit our website @ www.trinityproducts.com
Any claim(s) for damaged or incorrect must be made in writing within five (5) days of receipt of material to be considered valid. Due to the volatility of the steel and fuel markets, all quotations will be su
surcharges at time of order and/or shipment. These surcharges will be monitored monthly and adjusted accordingly. Any recommendations are for educational purposes only, not for commercial work
are subject to prior sale. Trinity Products, LLC is not responsible for delivery problems, delays or costs incurred due to shipping or trucking problems. IMPORTANT: Regarding All Coated Materials: Dama
coating from shipping and handling should be expected. Customer is responsible for all coating repairs. Also included in this agreement is the final pages, titled "Terms and Conditions of Sale of Goods"
part of this order.

TERMS & CONDITIONS OF THE SALE OF GOODS
1. Buyer shall indemnify, defend and hold Seller harmless from and against any and all claims whatsoever, demands, liabilities, causes of action, losses, damages,
costs and expenses, including, without limitation, attorneys' fees and claims for breach of contract, bodily injury (including death) or property damage, arising out
of or relating to Seller furnishing goods hereunder in accordance with shop drawings that were approved, approved as noted, or with respect to which no
exceptions were taken, or in accordance with plans, specifications or other design documents furnished by Buyer to Seller. A shop drawing shall be deemed
approved for all purposes and deemed consistent with plans, specifications and other design documents unless Buyer notifies Seller in writing of a specific
objection having merit within 14 days of receipt of the shop drawing
2. All materials and their attachments remain the property of Trinity Products, Inc. until all payments have been made in full.
3. Trinity Products LLC's sales price is exclusive of any applicable sales tax, use tax, and any other transaction taxes that may be imposed by any governmental entity or agent
thereof whether state, county, municipal, city or otherwise ("Governmental Entity"). The Customer shall be exclusively responsible for the complete payment of any sales, use
or other transaction taxes and shall pay all invoiced sales, use or other transaction taxes upon its receipt of materials from Trinity Products, LLC unless it provides Trinity
Products, LLC with a valid sales tax exemption certificate. In the event that any Governmental Entity at any time deems the Customer's sales tax exemption certificate to be
invalid or inapplicable or otherwise determines that the transaction is subject to a sales tax, use tax, or other transaction taxes the Customer shall immediately upon demand
provide Trinity Products, LLC and/or any of its successors and/or affiliates with monetary funds to cover all applicable sales tax, use tax, and any other transaction taxes that
may have been assessed, including any applicable interest and penalties as well as any costs whatsoever incurred by Trinity Products, LLC, including, but not limited to, any
attorney's fees and accountant's fees.
4. Seller accepts Buyer's order only upon the terms and conditions on the face side hereof and as set forth herein (collectively the "TERMS"), The TERMS form the entire
agreement between the parties. All other terms, proposals, negotiations, representations, recommendations, statements or agreements, whether made or issued
contemporaneously or previously, are excluded from and are not a part of this agreement, and have no binding or enforceable effect. This agreement shall be binding on the
parties and their respective successors and assigns. An e-mail or facsimile transmission by Seller to Buyer at Buyer's last known e-mail address or to Buyer's last known
facsimile number shall be deemed delivered to Buyer upon Seller's transmission thereof, regardless of whether Buyer later claims non-receipt.
5. Buyer's failure to object to any terms as proposed by Seller within ten (10) days after receipt of this Agreement shall be deemed to be Buyer's acceptance of those terms. In
order for any change or amendment to this order to be binding upon Seller it must be accepted in writing by Seller.
6. Unless Seller and Buyer otherwise agree in writing, Buyer shall pay Seller's invoice within thirty (30) days of the invoice date. Interest shall accrue on each late payment at
the lesser of: (a) the highest rate permitted by law, and (b) one and one-half percent per month compounded monthly. Should Seller choose to hire an attorney to collect
monies claimed due hereunder from Buyer to Seller, Buyer shall pay to Seller, in addition to all other sums due to Seller, the reasonable attorneys' fees, expert fees, costs and
other expenses Seller incurs to pursue collection from the Buyer.
7. Should Seller learn of any information that causes Seller concern about Buyer's ability to perform any of its obligations owing to Seller under this sale, Seller has the right to
request Buyer to provide Seller adequate assurance of due performance on such terms as are deemed reasonable by Seller when acting in good faith, including the right to
await full or partial payment from Buyer as demanded by Seller. In such an instance, Seller may suspend its performance pending Buyer's receipt of adequate assurance of
due performance in a manner found acceptable by Seller.
8. Acceptance of contracts is at all times subject to the Seller’s credit approval and the Seller reserves the right to require full or partial payment in advance if, in the Seller’s
opinion, the financial condition of the Buyer does not justify shipment of material. If at any time, in the Seller’s judgment, reasonable doubt exists as to the Buyer’s financial
responsibility, or if Buyer is past due in payment of any amount owing to Seller under this or any other contract, Seller reserves the right, without liability and without
prejudice to any other remedies to suspend performance, decline to ship, or stop any material in transit, until Seller receives payment of all amounts owing to Seller whether
or not due, or adequate assurance of such payment.
9. Although title to the materials does not transfer from the Buyer to the Seller until the materials have been received at the subject construction site, and payments have
been made by the Buyer to the Seller, all prices are F.O.B. Seller's warehouse in Missouri. Buyer shall arrange for all insurance. Risk of loss to each item sold hereunder passes
to Buyer immediately before that item is shipped from Seller's warehouse. Title, ownership, and risk of loss of products and materials provided by Trinity Products, LLC to the
Customer is transferred from Trinity Products, LLC to the Customer (1) at the site of the construction project after fabrication is complete and where the materials supplied by
Trinity Products, LLC will actually be used and/or installed upon final written acceptance by the Customer if payment in full has been made by the Customer to Trinity
Products, LLC, or (2) five (5) days after the aforementioned materials are delivered to the project site where they will be used and/or installed and payment in full has been
made by the Customer to Trinity Products, LLC, whichever occurs first. Actual and constructive possession is not transferred at any other time with the SOLE EXCEPTION of the
event of "Customer pickup" at any of the business locations of Trinity Products, LLC and/or its affiliate locations in the State of Missouri, in which case title, ownership, and risk
of loss are transferred from Trinity Products, LLC to the Customer in the State of Missouri once payment in full has been made by the Customer to Trinity Products, LLC and
the Customer will be invoiced and will pay all applicable Missouri sales/use taxes (including local tax). The Customer shall at all times remain exclusively responsible for
payment to Trinity Products, LLC of any and all sales tax, use tax and any other transaction taxes that may be determined to be applicable by any Governmental Entity that
emanate from this transaction(s) and shall also be responsible for any other costs incurred by Trinity Products, LLC as set forth in term #3 above.

10. It is agreed that no retainage is allowed on this sale for labor or materials and invoices will be paid in full within the thirty day period specified. Any legal fees or other
collection costs shall be borne by Buyer.
11. Seller shall not be responsible for any inability to perform under the TERMS or for any loss or damage due to delays or disruptions resulting directly or indirectly from, or
contributed to by, any act of God, action or omission of Buyer, act of civil or military authorities, fire, strike or other labor dispute, accident, flood, war, riot, terrorism,
transportation delay, inability to obtain material or fuel supplies, or any other circumstances beyond Seller's reasonable control, whether similar or dissimilar to any of the
foregoing.
12. Even if Seller has shop drawings prepared or Seller performs, or directs the performance, of other services in connection with this sale, this sale and the interpretation of
the TERMS are nevertheless governed by Missouri law, including Article 2 of Missouri's Uniform Commercial Code.
13. Except for items sold "AS IS", Buyer shall inspect the goods sold hereunder upon their delivery and shall, to preserve a claim against Seller, notify Seller in writing within
five (5) days thereafter of any defect or deficiency believed to be Seller's responsibility. Should any such item contain a defect, deficiency or non-conformity for which Seller is
responsible, Seller shall repair or replace the item, at Seller's option, or Seller shall instruct Buyer in writing to return that item with shipping instructions in which case Seller's
sole responsibility will be to return to Buyer the price paid therefor plus the cost for the return shipping if paid by the Buyer. Buyer's failure to furnish Seller timely notice of a
defect, deficiency or non-conformity shall constitute unequivocal acceptance of the item(s). Except for the express warranties forming a part of the TERMS, Seller disclaims all
express and implied warranties, including implied warranties of merchantability and fitness for a particular purpose. Seller’s liability to Buyer, whether in
contract, warranty, tort or otherwise, is limited to that permitted under the "terms", and shall in no event exceed the purchase price hereunder. Notwithstanding
anything seemingly to the contrary, Seller shall not be liable to Buyer for any special, incidental, indirect, liquidated or consequential damages, including without
limitation damages for loss of use, lost time, delay, disruption, interference, loss of productivity, inconvenience, lost income, or lost profits. Seller shall have no
obligation to repair, replace, or accept the return of any item sold "AS IS". If Buyer inspects any of the goods prior to the delivery contemplated hereunder, the five (5) day
notice period for those goods shall run from that pre-delivery inspection date.
14. Seller warrants that the material sold hereunder will conform to the description stated herein (subject to tolerances and variations consistent with current trade practices
and practical testing and inspection methods); that Seller will convey good title thereto (except for any liens or encumbrances that may be caused by Buyer); and that Seller
will repair or replace any defective or nonconforming material or repay the purchase price, as Seller may elect, if notified thereof in writing within one (1) year from the date of
delivery. This is Seller’s sole warranty with respect to the material. Seller makes no other warranty of any kind whatever express or implied and all implied warranties of
merchantability and fitness for a particular purpose which exceed the aforesaid obligation are hereby disclaimed by Seller and excluded from this transaction.
15. Should Buyer wish to cancel this order, Buyer may do so only if Seller agrees in writing and material falls under standard material. In the event of any such cancellation of
standard material, the purchase price shall become the sum of: (a) all costs and expenses, direct and indirect, incurred by Seller in producing the order up to the date Seller
agreed in writing to the cancellation, plus (b) Seller's reasonable cancellation costs, which shall include a restocking charge of thirty-five percent (35) percent of the items not
delivered to Buyer or returned by Buyer, plus (c) a reasonable markup for Seller's home office overhead and profit. Non-standard material is non-returnable and order may
not be canceled. Materials deemed non-standard are available from Seller upon request.
16. Any offer made by Seller as part of this Part of this Agreement may be revoked by Seller prior to the acceptance of this Agreement in its entirety by Buyer. In any event,
this offer shall only remain valid for thirty (30) days.
17. Buyer acknowledges that the "terms" form the contract and are deemed made in Missouri, and that Buyer, in relation to this sale, is deemed to be transacting business in
Missouri. any legal action concerning a claim or dispute involving Buyer and Seller, whether in contract, tort or otherwise, shall be brought in a state or federal court for the
county or district in which Seller's office is located, and Buyer consents to the jurisdiction of that court in Missouri. notwithstanding the foregoing, any claim or dispute arising
out of or relating to this contract, or to the goods or services supplied by Seller to Buyer, or to monies claimed due from Buyer to Seller, whether in contract, in tort, or
otherwise, shall be decided by binding arbitration before a single arbitrator. If Buyer's address on this order is located in the United States, the arbitration shall be conducted
under the construction industry arbitration rules of the American Arbitration Association. If Buyer's address on this order is located outside the United States, the arbitration
shall be conducted under the international arbitration rules of the International Centre for dispute resolution. The arbitration award shall be enforceable in the state or
federal court mentioned above. The arbitration locale shall be St. Louis, Missouri. Nothing herein shall be construed as preventing Seller from enforcing any claim or right to a
mechanic's lien or any claim or right against a bond regardless of where such a claim must be filed or enforced.
18. Pricing is based on a continuous manufacturing schedule. Should this process be interrupted through no fault of the Seller. Seller shall be entitled to additional
compensation. Any cost associated with such delays shall be identified by Seller and agreed to by Buyer prior to continuation with manufacturing.
19. Buyer will proceed with changes in the work herein specified only upon receipt of a written order from Buyer specifying the requested change and containing an agreed
price and schedule adjustment.
20. Buyer’s exclusive remedy against Seller for any damages suffered by Buyer in connection with the material and arising out of this transaction shall be for breach of
contract, and Sellers’ liability in this regard shall be limited to repair or replacement of defective or nonconforming material or repayment of the purchase price paid therefore
by Buyer, as Seller may in its sole discretion elect. Because the sales price herein makes no provision for such risk, Seller shall in no event be liable to Buyer for any special or
consequential damages including, but not limited to, erection costs, lost profits, good will, loss of time, unabsorbed overhead, inconvenience or commercial loss. Any action
for breach of this contract must be commenced within one (1) year after the cause of action shall occur, and no such action may be maintained which is not commenced with
in such period.

21. If any provision of this Purchase Order, or portion of any provision, is declared or found to be unenforceable, the balance of this Purchase Order or such provision shall be
interpreted and enforced to the greatest extent possible as if the unenforceable provision or portion had never been a part hereof. In particular, if any interest rate provided
for herein is higher than that permitted by applicable law, it shall automatically be amended to the highest legal rate.

Page 5 of 8
Achen-Gardner Construction, LLC 71
Mark McLafferty
4/15/2022 1:09 PM
CHANDLER HEIGHTS RD PACKAGE 3
39381003
GROUT
GROUT
Vendor Phone
Vendor Name
Vendor Code
Unit Price
4804307106
Action Pumping
ACTIONPUMP
Unit Price
6269409251
Cell-Crete Corp
CELLCRETECOR
Plug Price
Unit
Quan
Desc
Resource
Activity
Bid
5,500.0000
EA
4.00
MOBILIZATION/DEMOBILIZA
4GROUT MOB
2102100
1
0.0000
5,500.0000
66.0000
CY
19.00
ABANDON EXISTING 8" WATE
4GROUTM
2051110
21
0.0000
66.0000
5,500.0000
EA
7.00
ABANDON EXISTING 8" WATE
4GROUTSH
2051110
21
0.0000
5,500.0000
66.0000
CY
19.00
ABANDON EXISTING 12" WAT
4GROUTM
2051110
22
0.0000
66.0000
5,500.0000
EA
3.00
ABANDON EXISTING 12" WAT
4GROUTSH
2051110
22
0.0000
5,500.0000
66.0000
CY
11.00
ABANDON EXISTING 16" WAT
4GROUTM
2051110
23
0.0000
66.0000
5,500.0000
EA
1.00
ABANDON EXISTING 16" WAT
4GROUTSH
2051110
23
0.0000
5,500.0000
66.0000
CY
24.00
ABANDON EXISTING 12" SEW
4GROUTM
2051110
24
0.0000
66.0000
5,500.0000
EA
3.00
ABANDON EXISTING 12" SEW
4GROUTSH
2051110
24
0.0000
5,500.0000
Plugged Amount
Quoted Amount
0
0
0
103,818
$ Adjustment
% Adjustment
Mobilization
Bond
0
0
0
0
0
0
0
0
Total Adjustment
0
0
103,818
Totals
0
103,818
Diff From Plug
-103,818
0
Total Minority
0
0
A 'P' beside a price indicates a plug price.
Green background indicates that the vendor is selected.

SOUND-CRETE CONTRACTORS, INC. 
ARIZONA REGIONAL OFFICE 
2615 S 40th Street 
Phoenix, AZ 85034 
602-438-4510- Office 
602-438-9726 – Fax 
Page 1 of 2 
SPECIALTY CONCRETE CONTRACTORS 
CORPORATE OFFICE 135 E. Railroad Avenue • Monrovia, CA 91016-4652 (626) 357-3500 (800) 660-8062 ∙ FAX (626)357-2537 
NORTHERN CALIFORNIA 995 Zephyr Avenue ∙ Hayward, CA 94544 ∙ (510) 471-7257 (800) 696-0433 ∙ FAX (510) 471-6426 
SAN DIEGO 530 Opper Street, Suite A ∙ Escondido, CA 92029 ∙ (760) 291-1240 (877) 291-1240 ∙ FAX (760) 291-1242 
ARIZONA 2615 S 40th Street ∙ Phoenix, AZ 85034 ∙ (602) 438-4510 ∙ FAX (602) 438-9726 
NEVADA 3475 John Peter Lee Avenue ∙ North Las Vegas, NV 89032 ∙ (702) 366-1954 ∙ FAX (702) 366-9474 
CALIFORNIA 
#243404 
ARIZONA 
#104888 
NEVADA 
#10689 
UTAH 
#4835096-5501 
IDAHO 
#15868-a-$(9) 
ALASKA 
#29473 
 
 
April 15, 2022 
Bid Number: 220415-1-AV01 
 
Attn: 
Estimating Dept. 
 
Project: 
CHANDLER HEIGHTS RD UTILITY RELOCATIONS (CMAR) PACKAGE 3 
                            Chandler, AZ. 
 
Re: 
Low Density Cellular Concrete Abandonment (Alternative) 
 
Scope: Provide labor, equipment and materials for annular grouting with 30 PCF 80 psi min Cellular Concrete to pipeline 
described below. General Contractor to provide traffic control, water, and setup area (24’X80’ or 12’X120’). Price 
includes all applicable taxes. Price good through the end of 2022. 
Pipe Abandonment 
Description 
Quantity 
Units 
Unit Price 
Total 
Low Density Cellular Concrete 30 
PCF 80 PSI min, 8”, 12” & 
16” Pipe Abandonment 
46 
CY 
$ 
66.00 $          3,036.00 
Work-Day (Labor and Equip) 
6 
Each 
$ 5,500.00 $ 
33,000.00 
Mobilization 
4 
Each 
$ 5,500.00 $ 
  22,000.00 
TOTAL 
$ 
58,036.00 
General Conditions: 
1. Price includes Material, 1 full mobilization, 3 partial mobilizations and 6 workdays, all items shown on 
tables shall be awarded collectively in order to hold pricing. Add $5500 for additional workday, $6000 for 
full mobilization (equipment off-site) and $5000 for partial mobilization (equipment on-site). 
2. Contractor to provide lines free of standing water and blow air prior to our arrival to ensure the lines are free of 
blockages. If foreign liquids or hydrocarbons are encountered in the line it will result in a yield loss of our 
material; contractor will be responsible for all overages as a result of yield loss caused by foreign liquids or 
hydrocarbons in the line. 
3. Bulkheads are excluded, will be installed by contractor shall be watertight and able to withstand the pumping 
pressure applied by the grouting process. 
4. Cell-Crete accepts no responsibility for the placing of concrete product into lines, vessels or any areas not properly 
insolated. Materials when used for pipe fills must be contained during the placement process. 
5. Contractor to install concrete bulkheads with 3” threaded inlet pipes at or above street level at each inlet location 
with valves on the inlet side. No hard 90’s only sweeps are to be used in the injection ports. We must pressurize 
to move material down the line. 2” or larger vent pipe or catch basin at end of run with threaded cap. 
6. Bid Cell-Crete works a typical 7-3:30, 40 hour work week unless specifically contracted otherwise. All prices 
based upon normal working hours excluding weekend and night work. 
7. GC to provide 24 hour advanced notice of any unavailable work onsite for non-concurrent working days. If no notice 
is given and Cell Crete Corporation shows up to the site, and no work is available a $2,800 show up fee will be 
charged (4hour charge @ $700/hour).

SOUND-CRETE CONTRACTORS, INC. 
ARIZONA REGIONAL OFFICE 
2615 S 40th Street 
Phoenix, AZ 85034 
602-438-4510- Office 
602-438-9726 – Fax 
Page 2 of 3 
SPECIALTY CONCRETE CONTRACTORS 
CORPORATE OFFICE 135 E. Railroad Avenue • Monrovia, CA 91016-4652 (626) 357-3500 (800) 660-8062 ∙ FAX (626)357-2537 
NORTHERN CALIFORNIA 995 Zephyr Avenue ∙ Hayward, CA 94544 ∙ (510) 471-7257 (800) 696-0433 ∙ FAX (510) 471-6426 
SAN DIEGO 530 Opper Street, Suite A ∙ Escondido, CA 92029 ∙ (760) 291-1240 (877) 291-1240 ∙ FAX (760) 291-1242 
ARIZONA 2615 S 40th Street ∙ Phoenix, AZ 85034 ∙ (602) 438-4510 ∙ FAX (602) 438-9726 
NEVADA 3475 John Peter Lee Avenue ∙ North Las Vegas, NV 89032 ∙ (702) 366-1954 ∙ FAX (702) 366-9474 
CALIFORNIA 
#243404 
ARIZONA 
#104888 
NEVADA 
#10689 
UTAH 
#4835096-5501 
IDAHO 
#15868-a-$(9) 
ALASKA 
#29473 
 
 
8. Contractor to provide a minimum of 2 weeks’ notice for each mobilization. 
9. Bid subject to approval by the Project Engineer 
10. Bid bond amount is excluded from base bid added cost of bond is 1%. 
11. Contractor agrees this is a per unit contract, not a lump sum contract. Excludes Bonds and Textura fees or other 
fee based platforms, the costs associated with this will be passed on as an added cost to the GC in addition to 
contract amount. 
12. Cement prices good for 120 days from the date of the bid opening. Annual increases equal to the increase in 
Cement price from the supplier and/or increased labor costs to be expected if the job runs longer than 1 year. 
13. Contractor to provide washout and washout disposal adjacent to our batch plant. Add $500/day if Cell-Crete 
provides washouts. 
14. Production rate is based on consistent supply of bulk cement. Freight delays due to site logistics and unforeseen 
conditions /traffic delays will impact production rate. Contractor to provide traffic controls that includes all lane 
closure permits and flagmen for such closures. 
15. Maximum retention shall be 5%. Payable within 120 days of completion of scope. Payment terms are net 30 
unless otherwise specified. 
16. Bid does not include local hire labor or DBE requirements if any are required. Our crews are usually 3-5 people, 
and we cannot obtain useful labor from the hall for short duration jobs. If a local hire is required, please include 
the direct cost to our contract. 
17. Cell-Crete cannot be responsible for liquidated damages without an agreed upon schedule, or negotiated LD costs. 
Contractor to create a schedule that is acceptable by Cell-Crete. 
18. Contractor to provide a continuous water supply with an appropriate 2” water connection with minimum of 70-psi 
pressure and a minimum of 200 gallons/minute. Delays caused by the lack of continuous water or other delays will 
be charged at a rate of $700 per hour and $1,000 per hour for over time. 
19. Quantity to be determined by readings from Cell-Crete’s mixing equipment. If alternate method of measurement 
requested, it is to be agreed upon prior to the first day of placement and to be verified accurate and acceptable to 
Cell-Crete Corporation. Cell-Crete requires opportunity to attend all measurements that determine our material 
quantity including surveyor-shooting grade before placement of initial lift of material. 
20. Cell-Crete will present a “Daily Report” for each working day to your onsite superintendent to verify quantities 
21. installed. Your onsite superintendent is authorized to sign the “Daily Report” on Contractor’s behalf unless Cell- 
Crete is notified in writing. 
22. Contractor to provide safe access and a set up area of a minimum of 24’x80’ adjacent to fill with good access for 
up to 6 trucks at one time. 
23. Contractor to provide OSHA requirements i.e. Safety rails, lighting, protection of openings, access ladders-etc. 
Cell-Crete to provide safety equipment for standards for our crews and equipment. Excludes third party testing, 
de-watering, bulkheads and formwork, feed and vent pipes, cleaning, shoring, excavation, traffic control, gas 
testing, backfill and access. Snow plow access/clearing roads responsibility of contractor. 
24. Contractor to provide traffic controls that includes all lane closure permits and flagmen for such closures. 
25. There shall be no clauses requiring Cell-Crete Corp. to assume liability for any act of others. 
26. Purchase orders, contracts and change orders must be executed before the start of associated work. 
27. This quotation shall be attached and all terms herein are to be part of the final contract. Additional terms will not 
be part of this Contract unless agreed to by Cell-Crete Corporation in writing. If there are any contradictions / 
28. conflicts between this quotation’s terms and the final contract’s terms, this quotation’s terms shall be deemed 
controlling and the contradictions / conflicts in the final contract’s terms shall be disregarded. 
29. 2 hour safety training is included in bid. If more than 2 hour training is needed due to site specific compliance 
please add cost at $700/hour. 
30. Warranty period included in bid shall not exceed 1 year from date of LCC scope completion. 
31. Standard insurance included in bid is $2 million general liability and $1 million workers comp.

SOUND-CRETE CONTRACTORS, INC. 
ARIZONA REGIONAL OFFICE 
2615 S 40th Street 
Phoenix, AZ 85034 
602-438-4510- Office 
602-438-9726 – Fax 
Page 3 of 3 
SPECIALTY CONCRETE CONTRACTORS 
CORPORATE OFFICE 135 E. Railroad Avenue • Monrovia, CA 91016-4652 (626) 357-3500 (800) 660-8062 ∙ FAX (626)357-2537 
NORTHERN CALIFORNIA 995 Zephyr Avenue ∙ Hayward, CA 94544 ∙ (510) 471-7257 (800) 696-0433 ∙ FAX (510) 471-6426 
SAN DIEGO 530 Opper Street, Suite A ∙ Escondido, CA 92029 ∙ (760) 291-1240 (877) 291-1240 ∙ FAX (760) 291-1242 
ARIZONA 2615 S 40th Street ∙ Phoenix, AZ 85034 ∙ (602) 438-4510 ∙ FAX (602) 438-9726 
NEVADA 3475 John Peter Lee Avenue ∙ North Las Vegas, NV 89032 ∙ (702) 366-1954 ∙ FAX (702) 366-9474 
CALIFORNIA 
#243404 
ARIZONA 
#104888 
NEVADA 
#10689 
UTAH 
#4835096-5501 
IDAHO 
#15868-a-$(9) 
ALASKA 
#29473 
 
 
 
Estimated by: 
 
 Vishvesh Mehta  
(626) 483-8898 
vmehta@cell-crete.com

Quote Analysis Report
Page 1 of 2
Achen-Gardner Construction, LLC 71
Mark McLafferty
4/18/2022 3:19 PM
CHANDLER HEIGHTS RD PACKAGE 3
39381003
PIPE PACAKGE
PIPEPK
Vendor Phone
Vendor Name
Vendor Code
Unit Price
4809267003
Core&Main
COREMAIN
Plug Price
Unit
Quan
Desc
Resource
Activity
Bid
0.0000
EA
10.00
16" CONNECTION MATL
216TEC
3,692.8000
0.0000
EA
2.00
CONNECT TO 24" MATLS
224CONT
10,638.9500
0.0000
EA
8.00
1" COMBO AIR VAC
2CAV1
1,082.1600
0.0000
LF
89.00
12" DIP WATERLINE
2DIP12
97.7600
0.0000
LF
197.00
16" DIP WATERLINE
2DIP16
354.6400
0.0000
LF
266.00
6" DIP WATERLINE
2DIP6
41.5300
0.0000
LF
1,448.00
8" DIP WATERLINE
2DIP8
71.5000
0.0000
LF
798.00
12" DIP RW
2DIPR12
90.0800
0.0000
LF
327.00
8" DIP RW
2DIPR8
58.7400
0.0000
EA
7.00
12" GATE VALVE
2GV12
3,002.9500
0.0000
EA
6.00
16" GATE VALVE
2GV16
7,546.6000
0.0000
EA
8.00
6" GATE VALVE
2GV6
862.4200
0.0000
EA
27.00
8" GATE VALVE
2GV8
1,812.6800
0.0000
EA
8.00
HYDRANT MATERIALS
2HYD
2,764.6800
0.0000
LF
48.00
8" VCP
2VCP08
18.3000
0.0000
LF
1,694.00
12" VCP
2VCP12
38.1300
220.9400
EA
1.00
INSTALL 6" DIP CL 350 WATE
2PGSC
220.9400
137.9900
LS
1.00
INSTALL 6" GATE VALVE
2PGSC
137.9900
2,070.6400
LS
1.00
INSTALL 8" DIP CL 350 WATE
2PGSC
2,070.6400
384.1600
LS
1.00
INSTALL 8" DIP CL 350 RECL
2PGSC
384.1600
978.8500
LS
1.00
INSTALL 8" GATE VALVE
2PGSC
978.8500
174.0200
LS
1.00
INSTALL 12" DIP CL 350 WAT
2PGSC
174.0200
1,437.6800
LS
1.00
INSTALL 12" DIP CL 350 REC
2PGSC
1,437.6800
420.4200
LS
1.00
INSTALL 12" GATE VALVE
2PGSC
420.4200
1,397.2900
LS
1.00
INSTALL 16" DIP CL 350 WAT
2PGSC
1,397.2900
905.6000
LS
1.00
INSTALL 16" GATE VALVE
2PGSC
905.6000
738.5600
LS
1.00
CONNECT TO EXISTING 16" 
2PGSC
738.5600
425.5600
LS
1.00
CONNECT TO EXISTING 24" 
2PGSC
425.5600
173.1500
LS
1.00
INSTALL 1" COMBO AIR VAC 
2PGSC
173.1500
442.3500
LS
1.00
INSTALL FIRE HYDRANT COC 
2PGSC
442.3500
Plugged Amount
Quoted Amount
0
570,736
$ Adjustment
% Adjustment
Mobilization
Bond
0
0
0
0
Total Adjustment
0
9,907
Totals
570,736
A 'P' beside a price indicates a plug price.
Green background indicates that the vendor is selected.

Page 2 of 2
Achen-Gardner Construction, LLC 71
Mark McLafferty
4/18/2022 3:19 PM
CHANDLER HEIGHTS RD PACKAGE 3
39381003
Diff From Plug
560,829
Total Minority
0
A 'P' beside a price indicates a plug price.
Green background indicates that the vendor is selected.

ACHEN GARDNER CONSTRUCTION LLC
550 S 79TH STREET
CHANDLER, AZ 85226

Job
Chandler Heights GMP 3
Chandler, AZ
Bid Date: 04/04/2022
Bid #: 2279941
Sales Representative
Justin Paule
(M) 480-688-0977
(T) 480-688-0977
Justin.Paule@coreandmain.com

Core & Main
1410 W Harvard Ave
Gilbert, AZ 85233
(T) 480-926-7003
***** CURRENT ESTIMATED DUCTILE IRON SURCHARGE PRICING AT $8785.60 *****
04/13/2022 - 4:28 PM
Actual taxes may vary
Page 1 of 6
Bid Proposal for Chandler Heights GMP 3
CUSTOMER
CONTACT
NOTES

Seq# Qty
Description
Units
Price
Ext Price
DUE TO CURRENT SUPPLY CHAIN DISRUPTIONS, MATERIALS
ARE SUBJECT TO PRICING AT TIME OF SHIPMENT. MATERIAL
AVAILABILITY AND TIMELINESS OF SHIPMENTS CANNOT BE
GUARANTEED. THIS TERM SUPERSEDES ALL OTHER
CONTRACTUAL PROVISIONS.
DUE TO ESCALATED PRICES ON SCRAP METAL, RESULTING
FROM THE RUSSIA-UKRAINE WAR, A MANUFACTURER
IMPOSED SURCHARGE WILL BE ADDED TO ALL SHIPMENTS
OF DUCTILE IRON PIPE. AN ESTIMATE OF THE SURCHARGE
IS INCLUDED IN THIS BID FOR YOUR REFERENCE. THE
MANUFACTURER SURCHARGE IS SUBJECT TO CHANGE AND
WILL BE CALCULATED AT THE TIME OF SHIPMENT.
10
56
8 CLAY PIPE BXS
FT
14.95
837.20
20
2
1002-88 8 CLAYXCI/PVC CPLG
EA
20.43
40.86
SUBTOTAL
878.06
 
 
40 1688 12 CLAY PIPE PE BE
FT
36.12
60,970.56
50
13
1002-1212 12 CLAYXCI/PVC CPLG
EA
39.26
510.38
60 2000 WIRE 14/1 X 500 UF GREEN SOLID 500
FT
0.17
340.00
70
2
3X1000' DET TAPE SEWER GREEN
EA
65.00
130.00
SUBTOTAL 61,950.94
 
 
90
16" WATER
100 480 16 TJ CL50 PR350 DI PIPE MCWANE
FT
76.00
36,480.00
110
20
16 SURE STOP LOCKING GASKET
EA
490.69
9,813.80
120 680 37"X340'POLYWRAP BLK F/14"-18" BS(W/20' PERF)
FT
1.45
986.00
130
36
T-10-2 UPC 10 MIL TAPE 2"X100'
EA
8.00
288.00
140
3
16X6 MJXFLG TEE C153 IMP
EA
947.26
2,841.78
150 101 16 ONE-LOK DI RESTR SLDE16 (I) SIGMA (DIP) GLAND ONLY
EA
234.63
23,697.63
160 101 16 MJ REGULAR ACC SET L/GLAND
EA
63.71
6,434.71
170
4
16 MJ TEE C153 IMP
EA
1,325.66
5,302.64
 
 
190
6
16 F6106 MJXFLG RW GV OL L/ACC ON CLOW GATE VALVE EPOXY COATED W/STAINLESS STEEL
BOLTS & NUTS
EA
7,250.00
43,500.00
200
6
16X1/8 FF CLOTH IN RUBBER GSKT
EA
22.40
134.40
210
6
16 MAG HDG BOLT&NUT KIT L/GSKT A307A HOT DIP GALV
EA
60.29
361.74
220
6
36 564-A BOTTOM ONLY IMP
EA
66.88
401.28
230
6
16 562-A TOP ONLY IMP
EA
47.03
282.18
240
6
SWSERVICE NPR600-WA 562A POLYM
EA
42.31
253.86
250
6
DC457 DEBRIS CAP-BLUE
EA
57.69
346.14
SUBTOTAL 45,279.60
 
 
04/13/2022 - 4:28 PM
Actual taxes may vary
Page 2 of 6
ACHEN GARDNER CONSTRUCTION LLC
Job Location: Chandler, AZ
Bid Date: 04/04/2022
Core & Main
2279941
Core & Main
1410 W Harvard Ave
Gilbert, AZ 85233
Phone: 480-926-7003
Fax: 480-926-7050
Bid Proposal for Chandler Heights GMP 3

Seq# Qty
Description
Units
Price
Ext Price
270
11
16 MJ 90 C153 IMP
EA
946.01
10,406.11
 
 
290
4
12 F6106 MJXFLG RW GV OL L/ACC CLOW GATE VALVE EPOXY COATED W/STAINLESS STEEL
BOLTS & NUTS
EA
2,638.24
10,552.96
300
4
12X1/8 FF CLOTH RUBBER GASKET
EA
14.86
59.44
310
4
10-12 MAG BOLT&NUT KIT L/GSKT HDG A307A HOT DIP GALV
EA
29.46
117.84
320
4
36 564-A BOTTOM ONLY IMP
EA
66.88
267.52
330
4
16 562-A TOP ONLY IMP
EA
47.03
188.12
340
4
SWSERVICE NPR600-WA 562A POLYM
EA
42.31
169.24
350
4
DC457 DEBRIS CAP-BLUE
EA
57.69
230.76
SUBTOTAL
11,585.88
 
 
370
5
16 SURE STOP GASKET EPDM
EA
540.24
2,701.20
380
1
16X12 MJ TEE C153 IMP
EA
1,050.35
1,050.35
 
 
400
7
16 BLIND FLG DI PR IMP
EA
397.00
2,779.00
410
7
16X1/8 FF CLOTH IN RUBBER GSKT
EA
22.40
156.80
420
7
16 MAG HDG BOLT&NUT KIT L/GSKT A307A HOT DIP GALV
EA
60.29
422.03
 
 
440
12
16X8 MJXFLG TEE C153 IMP
EA
1,149.03
13,788.36
450
20
16 MJ L/P SLV C153 IMP
EA
609.09
12,181.80
SUBTOTAL 186,195.69
 
 
470
12" RECLAIMED
480 860 12 TJ PR350 DI PIPE MCWANE
FT
46.97
40,394.20
490
24
12 SURE STOP LOCKING GASKET
EA
211.62
5,078.88
500 1050 27"X340' POLYWRAP PUR F/10-12" PURPLE (W/20' PERF)
FT
1.39
1,459.50
510
36
T-10-2 UPC 10 MIL TAPE 2"X100'
EA
8.00
288.00
520 1000 FT 12GA PURPLE UF TRACING WIRE 12/1 X 500 FT ROLL
FT
0.22
220.00
530
1
3"X1000' DET TAPE PURPLE "RECLAIMED WATER" 1000' ROLL
EA
65.00
65.00
540
17
12 MJ 90 C153 IMP
EA
432.26
7,348.42
550
2
12 MJ 11-1/4 C153 IMP
EA
293.16
586.32
560
45
12 ONE-LOK DI RESTR SLDE12 (I) SIGMA (DIP) GLAND ONLY
EA
123.86
5,573.70
570
45
12 MJ REGULAR ACC SET L/GLAND
EA
40.31
1,813.95
580
22
12 SURE STOP GASKET EPDM
EA
241.65
5,316.30
590
3
12 MJ L/P SLV C153 IMP
EA
329.56
988.68
600
1
BR2B1314IP100 SAD 12X1IP 13.14-14.58 DBL STRAP BRNZ SAD
EA
237.33
237.33
610
6
12 BLIND FLG DI IMP
EA
373.76
2,242.56
620
6
12X1/8 FF CLOTH RUBBER GASKET
EA
14.86
89.16
630
6
10-12 MAG BOLT&NUT KIT L/GSKT HDG A307A HOT DIP GALV
EA
29.46
176.76
SUBTOTAL
71,878.76
 
 
650
12" WATER
660 140 12 TJ PR350 DI PIPE MCWANE
FT
46.97
6,575.80
670
8
12 SURE STOP LOCKING GASKET
EA
211.62
1,692.96
680 340 27"X340' POLYWRAP BLK F/10-12" BS(W/20' PERF)
FT
1.27
431.80
SUBTOTAL
8,700.56
 
 
700
12" GATE VALVE
710
7
12 F6106 MJXFLG RW GV OL L/ACC CLOW GATE VALVE EPOXY COATED W/STAINLESS STEEL
BOLTS & NUTS
EA
2,638.24
18,467.68
04/13/2022 - 4:28 PM
Actual taxes may vary
Page 3 of 6
Bid Proposal for Chandler Heights GMP 3
Bid #: 2279941

Seq# Qty
Description
Units
Price
Ext Price
720
7
36 564-A BOTTOM ONLY IMP
EA
66.88
468.16
730
7
16 562-A TOP ONLY IMP
EA
47.03
329.21
740
7
SWSERVICE NPR600-WA 562A POLYM
EA
42.31
296.17
750
7
12X1/8 FF CLOTH RUBBER GASKET
EA
14.86
104.02
760
7
10-12 MAG BOLT&NUT KIT L/GSKT HDG A307A HOT DIP GALV
EA
29.46
206.22
770
7
12 ONE-LOK DI RESTR SLDE12 (I) SIGMA (DIP) GLAND ONLY
EA
123.86
867.02
780
7
12 MJ REGULAR ACC SET L/GLAND
EA
40.31
282.17
SUBTOTAL
21,020.65
 
 
800
8" WATER
810 1500 8 TJ PR350 DI PIPE MCWANE
FT
30.65
45,975.00
820 1700 20"X340' POLYWRAP BLK F/6"-8" BS (W/20'PERF)
FT
0.79
1,343.00
830
36
T-10-2 UPC 10 MIL TAPE 2"X100'
EA
8.00
288.00
840 1500 WIRE 14/1 X 500 UF BLUE SOLID FEED 500' ROLL
FT
0.17
255.00
850
2
3X1000' DET TAPE WATER BLUE
RL
65.00
130.00
860 186 8 ONE-LOK DI RESTR SLDE8 (I) SIGMA (DIP) GLAND ONLY
EA
57.36
10,668.96
870 186 8 MJ REGULAR ACC SET L/GLAND
EA
29.26
5,442.36
880
61
8 SURE STOP GASKET EPDM
EA
160.15
9,769.15
890
22
8 SURE STOP LOCKING GASKET
EA
145.72
3,205.84
900
72
8 MJ 90 C153 IMP
EA
202.80
14,601.60
910
9
8 MJ L/P SLV C153 IMP
EA
204.76
1,842.84
920
1
8 MJ TEE C153 IMP
EA
301.61
301.61
930
2
8 FLG TEE C110 IMP
EA
575.78
1,151.56
940
4
8 MJXFLG ADPT C153 IMP
EA
169.00
676.00
950
4
8X6 MJ RED C153 IMP
EA
118.96
475.84
960
6
BR2B0899IP100 SAD 8X1IP 8.99-9.67 DBL STRAP BRNZ SAD
EA
163.66
981.96
970
30
8 BLIND FLG DI IMP
EA
185.90
5,577.00
980
3
8X6 MJXFLG TEE C153 IMP
EA
280.16
840.48
SUBTOTAL 103,526.20
 
 
1000
8" RECLAIMED
1010 480 8 TJ PR350 DI PIPE MCWANE
FT
30.65
14,712.00
1020 700 20"X 340' POLYWRAP PURP F/6-8" PS (W/20'PERF)
FT
1.04
728.00
1030 12
T-10-2 UPC 10 MIL TAPE 2"X100'
EA
8.00
96.00
1040 500 FT 12GA PURPLE UF TRACING WIRE 12/1 X 500 FT ROLL
FT
0.22
110.00
1050
1
3"X1000' DET TAPE PURPLE "RECLAIMED WATER" 1000' ROLL
EA
65.00
65.00
1060 24
8 SURE STOP LOCKING GASKET
EA
145.72
3,497.28
SUBTOTAL
19,208.28
 
 
1080
8" GATE VALVE
1090 27
8 F6106 MJXFLG RW GV OL L/ACC CLOW GATE VALVE EPOXY COATED W/STAINLESS STEEL
BOLTS & NUTS
EA
1,374.81
37,119.87
1100 27
8X1/8 FF CLOTH INS RUB GSKT
EA
7.63
206.01
1110 27
6-8 MAG BOLT & NUT KIT L/GSKT HDG A307A HOT DIP GALV
EA
11.03
297.81
1120 27
24 562-A BOTTOM ONLY IMP
EA
47.75
1,289.25
1130 27
5 CI SOIL PIPE SGL HUB 5'
PC
137.81
3,720.87
1140 27
16 562-A TOP ONLY IMP
EA
47.03
1,269.81
1150 27
SWSERVICE NPR600-WA 562A POLYM
EA
42.31
1,142.37
1160 27
DC457 DEBRIS CAP-BLUE
EA
57.69
1,557.63
1170 27
8 ONE-LOK DI RESTR SLDE8 (I) SIGMA (DIP) GLAND ONLY
EA
57.36
1,548.72
1180 27
8 MJ REGULAR ACC SET L/GLAND
EA
29.26
790.02
04/13/2022 - 4:28 PM
Actual taxes may vary
Page 4 of 6
Bid Proposal for Chandler Heights GMP 3
Bid #: 2279941

Seq# Qty
Description
Units
Price
Ext Price
SUBTOTAL 48,942.36
 
 
1200
6" WATER
1210 306 6 TJ CL50 PR350 DI PIPE
FT
23.27
7,120.62
1220 17 6 TJ FIELD LOK 350 GASKET SBR
EA
102.47
1,741.99
1230 34 6 ONE-LOK DI RESTR SLDE6 (I) SIGMA (DIP) GLAND ONLY
EA
38.18
1,298.12
1240 34 6 MJ REGULAR ACC SET L/GLAND
EA
26.00
884.00
 
 
1260 7
6 F6106 MJXFLG RW GV OL L/ACC CLOW GATE VALVE EPOXY COATED W/STAINLESS STEEL BOLTS
& NUTS
EA
879.81
6,158.67
1270 7
36 564-A BOTTOM ONLY IMP
EA
66.88
468.16
1280 7
16 562-A TOP ONLY IMP
EA
47.03
329.21
1290 7
SWSERVICE NPR600-WA 562A POLYM
EA
42.31
296.17
1300 7
DC457 DEBRIS CAP-BLUE
EA
57.69
403.83
1310 7
6X1/8 FF CLOTH INS RUB GASKET
EA
5.29
37.03
1320 7
6-8 MAG BOLT & NUT KIT L/GSKT HDG A307A HOT DIP GALV
EA
11.03
77.21
1330 7
6 ONE-LOK DI RESTR SLDE6 (I) SIGMA (DIP) GLAND ONLY
EA
38.18
267.26
1340 7
6 MJ REGULAR ACC SET L/GLAND
EA
26.00
182.00
SUBTOTAL
8,219.54
 
 
1360
16' HYDRANT
1370 2
5-1/4VO MED 3'6"B SCOTTS VERT HYD OL 6IN VERTICAL FLG SHOE 1-1/2IN  PENT (2) 2-1/2IN NST
HOSE NOZ (1) 4-1/2IN NST
EA
1,659.45
3,318.90
1380 2
6 FLGXPE DI PIPE 16' IMP
EA
1,545.40
3,090.80
1390 2
6 MJ 90 C153 IMP
EA
140.40
280.80
1400 4
6 ONE-LOK DI RESTR SLDE6 (I) SIGMA (DIP) GLAND ONLY
EA
38.18
152.72
1410 4
6X1/8 FF CLOTH INS RUB GASKET
EA
5.29
21.16
1420 4
6-8 MAG BOLT & NUT KIT L/GSKT HDG A307A HOT DIP GALV
EA
11.03
44.12
SUBTOTAL
6,908.50
 
 
1440
14' HDYRANT
1450 3
5-1/4VO MED 3'6"B SCOTTS VERT HYD OL 6IN VERTICAL FLG SHOE 1-1/2IN  PENT (2) 2-1/2IN NST
HOSE NOZ (1) 4-1/2IN NST
EA
1,659.45
4,978.35
1460 3
6 FLGXPE DI PIPE 14' IMP
EA
1,372.06
4,116.18
1470 3
6 MJ 90 C153 IMP
EA
140.40
421.20
1480 6
6 ONE-LOK DI RESTR SLDE6 (I) SIGMA (DIP) GLAND ONLY
EA
38.18
229.08
1490 6
6 MJ REGULAR ACC SET L/GLAND
EA
26.00
156.00
1500 3
6X1/8 FF CLOTH INS RUB GASKET
EA
5.29
15.87
1510 3
6-8 MAG BOLT & NUT KIT L/GSKT HDG A307A HOT DIP GALV
EA
11.03
33.09
SUBTOTAL
9,949.77
 
 
1530 2
5-1/4VO MED 3'6"B SCOTTSDALE HYD OL 6IN MJ SHOE L/ACC 1-1/2IN  PENT (2) 2-1/2IN NST
HOSE NOZ (1) 4-1/2IN NST
EA
2,629.58
5,259.16
 
 
1550
1" COMBO ARV
1560 8
B25025N 1 BALL CORP MIPXCF AWWA IP X COP FLARE NO LEAD
EA
72.05
576.40
1570 320 1 HARD K COPPER TUBE 20'
FT
8.45
2,704.00
1580 32 1 WROT COPPER 90 BEND CXC
EA
2.85
91.20
1590 8
P25172N 1 BALL CURB PJCTSXFIP PACK JT CTS X FIP NO LEAD
EA
110.42
883.36
1600 8
1X6 BRASS NIPPLE NO LEAD (I)
EA
12.93
103.44
1610 8
1 BRASS 90 NO LEAD (I)
EA
8.49
67.92
04/13/2022 - 4:28 PM
Actual taxes may vary
Page 5 of 6
Bid Proposal for Chandler Heights GMP 3
Bid #: 2279941

Seq#
Qty
Description
Units
Price
Ext Price
1620
8
1" ARI D040 AIR RELEASE VALVE
EA
257.56
2,060.48
1630
8
#4 CONC MB EXT/STACK BOX PHOE- NIX
EA
72.07
576.56
1640
8
#4 CONC METER BOX BODY PHOENIX
EA
72.07
576.56
1650
8
#4 MAG POLY LID W/AMR WATER A6001852-H9
EA
127.17
1,017.36
SUBTOTAL
8,657.28
 
 
1670
24" RECLAIMED
1680
2
24X8 MJXFLG TEE C153 IMP
EA
2,213.21
4,426.42
1690
10
24 SIGMA RESTR SLCE24 C900 (I) F/C900
EA
553.68
5,536.80
1700
10
24 MJ REGULAR ACC SET L/GLAND
EA
88.40
884.00
1710
40
24 PVC C900 DR18 PIPE (G) 20' PURP PC235
FT
193.75
7,750.00
1720
2
24 MJ L/P SLV C153 IMP
EA
1,276.63
2,553.26
 
 
1740
1
6 MJ L/P SLV C153 IMP
EA
127.41
127.41
SUBTOTAL
21,277.89
SUBTOTAL
71,316.87
Sub Total
593,618.37
Other
8,785.60
Tax
0.00
Total
602,403.97
UNLESS OTHERWISE SPECIFIED HEREIN, PRICES QUOTED ARE VALID IF ACCEPTED BY CUSTOMER AND PRODUCTS ARE RELEASED BY
CUSTOMER FOR MANUFACTURE WITHIN THIRTY (30) CALENDAR DAYS FROM THE DATE OF THIS QUOTATION. CORE & MAIN LP
RESERVES THE RIGHT TO INCREASE PRICES TO ADDRESS FACTORS, INCLUDING BUT NOT LIMITED TO, GOVERNMENT REGULATIONS,
TARIFFS, TRANSPORTATION, FUEL AND RAW MATERIAL COSTS. DELIVERY WILL COMMENCE BASED UPON MANUFACTURER LEAD
TIMES. ANY MATERIAL DELIVERIES DELAYED BEYOND MANUFACTURER LEAD TIMES MAY BE SUBJECT TO PRICE INCREASES AND/OR
APPLICABLE STORAGE FEES. THIS BID PROPOSAL IS CONTINGENT UPON BUYER’S ACCEPTANCE OF SELLER’S TERMS AND
CONDITIONS OF SALE, AS MODIFIED FROM TIME TO TIME, WHICH CAN BE FOUND AT: https://coreandmain.com/TandC/
04/13/2022 - 4:28 PM
Actual taxes may vary
Page 6 of 6
Bid Proposal for Chandler Heights GMP 3
Bid #: 2279941

Page 7 of 8
Achen-Gardner Construction, LLC 71
Mark McLafferty
4/15/2022 1:09 PM
CHANDLER HEIGHTS RD PACKAGE 3
39381003
POLYMER MANHOLE
POLYMH
Vendor Phone
Vendor Name
Vendor Code
Unit Price
7028249702
Armorock
ARMOROCK
Plug Price
Unit
Quan
Desc
Resource
Activity
Bid
0.0000
EA
9.00
5' POLYMER MANHOLE
2POLYMH
12,801.2300
0.0000
EA
9.00
MH BASE SUB
4MHBASE
4,325.0000
Plugged Amount
Quoted Amount
0
154,136
$ Adjustment
% Adjustment
Mobilization
Bond
0
0
0
0
Total Adjustment
0
0
Totals
154,136
Diff From Plug
154,136
Total Minority
0
A 'P' beside a price indicates a plug price.
Green background indicates that the vendor is selected.

Q  U  O  T  A  T  I  O  N
Page
 1
of
3
4/1/2022
Notes: 
1. Quote is subject to our standard terms, conditions, and shipping policies. 
2. Payment is due at Net 30. Late Payment service charge for over 30 days will be charged at 18% APR 
3. Quote is valid for 60 days from issue date to receipt of PO after 60 days quote is subject to change based off 
market value of materials.  
4. All applicable taxes are to be paid by purchaser 
5. If owner requires items to be grouted in field contractor is responsible for materials and labor costs incurred.  
6. All loads will be billed at $1700 per truck. Total of four(4) trucks needed for job. Customer will only be billed for 
trucks used. Additional trucks will be billed at market rate.  
7. Freight requested under 3 days notice may be subject to increased freight rates 
8. Products will be billed at unit pricing per quotation 
9. Rush orders will be priced accordingly. 
10. Contractor shall be responsible for joint sealing and performance.  
11. Miscellaneous items such as grout, epoxy, and hardware are not included with the structures unless a specific 
line item is shown on this quote. Additional charges will apply for any extra items that are not shown on this quote. 
12. Final lead time is determined at date of approved submittal.  
From:
Quote Date: 4/1/2022
To:
Ref: Chandler Heights Rd. Utility Relocations Alma Sch
Chandler, AZ

_Spreader Bar with Lifting
Equipment
0.00'
0
$1,943
1
SPREADER BAR AND RIGGING FOR
LIFTING
Manhole #1 (Alma School)
60"-30" Polymer Manhole
18.44'
8,229
$12,789
1
30" CITY OF CHANDLER SEWER A-1700
R&C
2
50304-GR
30 IN X 4 IN POLYMER GRADE RING
1
50530-C
60 IN X 3 FT ECC POLYMER CONE 30 IN
2
50572-S
60 IN X 6 FT POLYMER MH SECTION
1
50512-SNB
60 IN X 1 FT POLYMER MH SECTION NO
BELL
6
JM1.25
1.25 IN X 14 FT JOINT MASTIC ROLL
1
PEPOXY
EPOXY KIT FOR CIP BASE
Manhole #2 (Alma School)
60"-30" Polymer Manhole
18.03'
8,006
$12,448
1
30" CITY OF CHANDLER SEWER A-1700
R&C
1
50303-GR
30 IN X 3 IN POLYMER GRADE RING
1
50530-C
60 IN X 3 FT ECC POLYMER CONE 30 IN
2
50572-S
60 IN X 6 FT POLYMER MH SECTION
1
50512-SNB
60 IN X 1 FT POLYMER MH SECTION NO
BELL
6
JM1.25
1.25 IN X 14 FT JOINT MASTIC ROLL
1
PEPOXY
EPOXY KIT FOR CIP BASE
MH #01
60"-30" Polymer Manhole
19.38'
8,474
$13,149
1
30" CITY OF CHANDLER SEWER A-1700
R&C
1
50302-GR
30 IN X 2 IN POLYMER GRADE RING
1
50303-GR
30 IN X 3 IN POLYMER GRADE RING
1
50530-C
60 IN X 3 FT ECC POLYMER CONE 30 IN
2
50572-S
60 IN X 6 FT POLYMER MH SECTION
1
50524-SNB
60 IN X 2 FT POLYMER MH SECTION NO
BELL
6
JM1.25
1.25 IN X 14 FT JOINT MASTIC ROLL
1
PEPOXY
EPOXY KIT FOR CIP BASE
MH #02
60"-30" Polymer Manhole
19.03'
8,362
$13,036
1
30" CITY OF CHANDLER SEWER A-1700
R&C
1
50303-GR
30 IN X 3 IN POLYMER GRADE RING
2
50304-GR
30 IN X 4 IN POLYMER GRADE RING
1
50530-C
60 IN X 3 FT ECC POLYMER CONE 30 IN
2
50572-S
60 IN X 6 FT POLYMER MH SECTION
1
50512-SNB
60 IN X 1 FT POLYMER MH SECTION NO
BELL
6
JM1.25
1.25 IN X 14 FT JOINT MASTIC ROLL
1
PEPOXY
EPOXY KIT FOR CIP BASE
MH #02A
60"-30" Polymer Manhole
19.40'
9,013
$13,385
1
30" CITY OF CHANDLER SEWER A-1700
R&C
1
50303-GR
30 IN X 3 IN POLYMER GRADE RING
1
50304-GR
30 IN X 4 IN POLYMER GRADE RING
1
50530-C
60 IN X 3 FT ECC POLYMER CONE 30 IN
1
50512-S
60 IN X 1 FT POLYMER MH SECTION
2
50572-S
60 IN X 6 FT POLYMER MH SECTION
1
50512-SNB
60 IN X 1 FT POLYMER MH SECTION NO
BELL
8
JM1.25
1.25 IN X 14 FT JOINT MASTIC ROLL
MH #03
60"-30" Polymer Manhole
19.48'
7,626
$11,937
1
30" CITY OF CHANDLER SEWER A-1700
R&C
1
50303-GR
30 IN X 3 IN POLYMER GRADE RING
1
50530-C
60 IN X 3 FT ECC POLYMER CONE 30 IN
1
50560-S
60 IN X 5 FT POLYMER MH SECTION
1
50572-S
60 IN X 6 FT POLYMER MH SECTION
1
50512-SNB
60 IN X 1 FT POLYMER MH SECTION NO
BELL
6
JM1.25
1.25 IN X 14 FT JOINT MASTIC ROLL
1
PEPOXY
EPOXY KIT FOR CIP BASE
MH #04
60"-30" Polymer Manhole
16.50'
7,336
$11,510
1
30" CITY OF CHANDLER SEWER A-1700
R&C
1
50302-GR
30 IN X 2 IN POLYMER GRADE RING
1
50303-GR
30 IN X 3 IN POLYMER GRADE RING
1
50530-C
60 IN X 3 FT ECC POLYMER CONE 30 IN
1
50548-S
60 IN X 4 FT POLYMER MH SECTION
1
50572-S
60 IN X 6 FT POLYMER MH SECTION
1
50512-SNB
60 IN X 1 FT POLYMER MH SECTION NO
BELL
6
JM1.25
1.25 IN X 14 FT JOINT MASTIC ROLL
1
PEPOXY
EPOXY KIT FOR CIP BASE
Structure
Description
Height
Weight
Price
For:
Ref: Chandler Heights Rd. Utility Relocations Alma Sch
Chandler, AZ
Quote Date: 4/1/2022
Page
2
of
3
4/1/2022
Quotation 7.2.14

1
30" CITY OF CHANDLER SEWER A-1700
R&C
MH #05
60"-30" Polymer Manhole
15.44'
5,681
$9,286
2
50306-GR
30 IN X 6 IN POLYMER GRADE RING
1
50530-C
60 IN X 3 FT ECC POLYMER CONE 30 IN
1
50572-S
60 IN X 6 FT POLYMER MH SECTION
1
50512-SNB
60 IN X 1 FT POLYMER MH SECTION NO
BELL
4
JM1.25
1.25 IN X 14 FT JOINT MASTIC ROLL
1
PEPOXY
EPOXY KIT FOR CIP BASE
MH #06
60"-30" Polymer Manhole
15.01'
5,324
$8,928
1
30" CITY OF CHANDLER SEWER A-1700
R&C
1
50304-GR
30 IN X 4 IN POLYMER GRADE RING
1
50530-C
60 IN X 3 FT ECC POLYMER CONE 30 IN
1
50572-S
60 IN X 6 FT POLYMER MH SECTION
1
50512-SNB
60 IN X 1 FT POLYMER MH SECTION NO
BELL
4
JM1.25
1.25 IN X 14 FT JOINT MASTIC ROLL
1
PEPOXY
EPOXY KIT FOR CIP BASE
Sub-Total
$108,411
Freight/Delivery
$6,800
$115,211
Total Price for
Chandler Heights Rd. Utility Relocations Alma Sch
Structure
Description
Height
Weight
Price
For:
Ref: Chandler Heights Rd. Utility Relocations Alma Sch
Chandler, AZ
Quote Date: 4/1/2022
Page
3
of
3
4/1/2022
Quotation 7.2.14

Office: (602) 242-2007     Fax: (602) 997-9644 
ROC # 82366 & 118937 
Preach Incorporated 
1601 W. Hatcher Road 
Phoenix, AZ 85021-2169                                             Quote Expires: 06/30/22 
 
 
                                    PROPOSAL 
Contractor: Achen Gardner  
                Attention: Mark 
Job Name: Chandler Hts. Utility Relocations 
Address: Alma School & Chandler Heights, Chandler 
                Bid Date: 4/14/22 
 
Preach Incorporated proposes to supply and install precast manholes on the following: 
 
Bid Item 
 Description 
 Quantity 
 Unit Price 
 
 Labor / Materials To Pour 5’ID SS 
MH Base 
       8 
 $2,400.00 
 
  
       
  
 
 Apply Epoxy Coating To Base 
       8 
 $1,800.00 
 
 Insecta Coating  
       8 
 $125.00 
 
  
        
  
 
  
 
 
  
 
  
 
 
  
 
  
 
 
  
 
  
 
 
  
 
  
 
 
  
 
  
 
 
  
 
  
 
 
  
 
  
 
 
  
 
  
 
 
  
 
 
$150 Charge For Vac Testing & Insecta 
Coating less than 8 MH’s Per Trip  
 
 
  
 
INCLUDES: Labor & Concrete, Forming, Applying Epoxy Coating To Base Only, Spark 
Testing & Insecta Coating. Installation Per MAG & Chandler Specifications  
  
EXCLUDES: Excavation, backfill, shoring, barricades, final adjustments, concrete pump trucks 
for manholes beyond the normal reach, concrete collar around ring and cover, 3rd party 
inspection of all required testing, ground compaction, drop connections, cutting holes into side of 
MH to accept high pipes, breaking out pipes, all pipe work, placing stub outs, pipe supports, 
dewatering, waterstops, Davis Bacon wages, weekend / night work, taxes, bonds and permits.        
Supplying & setting of Armorock MH material & Frame & Covers. Vacuum Testing Of MH’s. 
Cleaning out of MH bases, Hydro Vac & By Pass lines.

Page 8 of 8
Achen-Gardner Construction, LLC 71
Mark McLafferty
4/15/2022 1:09 PM
CHANDLER HEIGHTS RD PACKAGE 3
39381003
REDI MIX
REDIMIX
Vendor Phone
Vendor Name
Vendor Code
Unit Price
6022787777
Arizona Material
ARIZONAMATER
Unit Price
AGC COMPOSIT
AGCCOMPOSITE
Unit Price
4804282280
Desert Redi Mix
DESERETREDIM
Plug Price
Unit
Quan
Desc
Resource
Activity
Bid
60.0000
CY
7,060.00
1/2 SACK CLSM
2CRMAG1/2SK
92.0000
99.0000
101.2500
0.0000
CY
25.00
MAG A CONCRETE
2CRMAGA
125.0000
131.0000
133.2500
0.0000
CY
211.62
MAG B CONCRETE
2CRMAGB
122.0000
129.0000
129.2500
78.0000
CY
100.00
MAG C CONCRETE
2CRMAGC
119.0000
126.0000
125.2500
160.0000
CY
0.00
GROUT
2CRMAGGROUT
P
160.0000
P
160.0000
P
160.0000
200.0000
EA
26.00
SHORT LOAD CHARGE 2<4 C
2CRSL2-4
200.0000
P
200.0000
0.0000
Plugged Amount
Quoted Amount
0
695,563
5,200
742,114
0
758,033
$ Adjustment
% Adjustment
Mobilization
Bond
0
0
0
0
0
0
0
0
0
0
0
0
Total Adjustment
0
0
0
436,600
Totals
695,563
747,314
758,033
Diff From Plug
258,963
310,714
321,433
Total Minority
0
0
0
A 'P' beside a price indicates a plug price.
Green background indicates that the vendor is selected.

DESERT READY MIX 
                                                                                                           READY MIX CONCRETE SALES AND SERVICE 
 
                                                                                                       4011 PRESIDO STREET 
 
                                                                                                    MESA, AZ  85215 
                                                                                                            OFFICE: 480-428-2280  FAX: 480-985-4248 
* E – Environmental | S – Saturday Fee | F – Fuel Surcharge  
 
Begin Date: 
March 25, 2022 
Quote # : 
15505 
Expiration Date: 
December 31, 2022 
MAP/GRID 
184-21   
                                 “This quote does not guarantee product or service availability” 
 
 
 
Item Code 
Item Description 
Est. Qty 
Price 
S500501      
PHCLSM.5 (1/2 SACK SLURRY COP)           
2375 Yards 
$98.00 
SRP104       
1/2 SACK MAG CLSM (SRP MIX)                          
Per Yard 
$98.00 
A202001      
MAG C 2000 PSI                    
31.5 Yards 
$122.00 
A202501      
MAG B 2500 PSI                           
191 Yards 
$126.00 
TC           
TEMPERATURE CONTROL                      
Per Yard 
$1.00 
              Additional Fees                                                                                 Minimum Load Fee 
Quoted By:
BRUCE A. TABET                             
 
Customer: 
ACHEN GARDNER CONSTRUCTION, LLC          
Customer Code: 
ACHE001    
Address: 
 
 
CHANDLER, AZ  85226 
Contact: 
MARK MCLAFFERTY (ESTIMATOR)                          
Phone: 
480-940-1300   
Fax: 
 
Project: 
CHANDLER HEIGHTS RD UTILITY RELOCATIONS  
Job Address: 
CHANDLER HEIGHTS RD ALMA-ARIZONA AVE     
Terms Description: 
2% 10TH NET 30                            
Fee ID * 
UOM 
Price 
E01 
Per Yard 
$3.25 
Less than or equal to 
UOM 
Price 
2 Yards 
Load 
$0.00 
3.5 Yards 
Load 
$0.00 
5.5 Yards 
Load 
$0.00 
 
Normal operating hours are Mon-Fri, Sat, Sun or Holidays are subject to surcharges. 
 
Color added at no expressed guarantee. 
 
Drivers do not except cash or make change. 
 
Desert Ready Mix reserves the right to increase prices due to RAW Material cost increases 
such as Cement, Fly Ash, Aggregates or unexpected Fuel increases. 
 
All specialized aggregates are based on availability. 
 
Deliveries less than 6 Cubic yards are subject to our minimum load charges. 
 
This quote does not guarantee product or service availability

CONCRETE
Est Quantity 2,900.00 CYDS
Qty
Description
Mix ID
Price
2500
1/2 Sack ABC Slurry (COP)
PHCLSM
$86.00/CYD
100
MAG-AA 4000 PSI, 1" Rock
14004
$125.00/CYD
100
MAG-A 3000 PSI
13004
$119.00/CYD
100
MAG-B 2500 PSI 1" Rock
12504
$116.00/CYD
100
2000 PSI MAG C
12004
$113.00/CYD
Chilled Water
$1.00/Per Yard
Environmental
$25.00/Each
Fuel Surcharges
$35.00/Each
Hot Water
$1.00/Per Yard
SHORTLOAD CHARGES
$200.00/Each
Concrete Terms & Conditions
Arizona Materials accepts no responsibility for any damage to curb and beyond curb line. It will be Buyers responsibility to contact Arizona Materials Quality
Control Department with any concrete issue/concerns within 48 hours after placement. Buyer is responsible to provide safe access to point of delivery. All
materials are produced in conformance with ACI / ASTM standards. Mixes quoted below, unless otherwise stated, conform to no specific water cement ratio,
minimum sack content, shrinkage, temperature requirement, or the plans and specifications of this project.
All colored concrete loads have a 3 yard minimum.
Arizona Materials cannot guarantee compressive strengths of 5000 PSI or below for loads less than 3 yards.
5000 PSI or above must be 5 yards or more to guarantee compressive strength.
Payment is due and payable on or before the 15th day of the month following to receive 2% discount. Account must be current in full to be eligible to apply
discount. A service charge not to exceed the maximum allowed by law applies on unpaid invoice amounts beginning the 1st day of the month following due
date and daily thereafter until paid in full. Should litigation be commenced to enforce payment, the prevailing party is entitled to reimbursement of reasonable
attorney fees and court costs.
Buyer has 30 days to validate quote with P.O. , signing issued quote, or written verification.
Price quoted are applicable pending availability of materials and are subject to change prior to commitment.
Price Increases as follow:
Price Increase #1: Add $10.00/CYD on 10/01/2022
Prepared & Submitted By:
ACCEPTANCE (void if not accepted before 05/13/2022)
Charity Medlock
6026200364
CMEDLOCK@AZMATL.COM
Prepared On 04/13/2022
All prices expire on quoted expiration date: 12/31/2022
Signature: __________________________________ Date: ______________________________
Print Name/ Title: ________________________________________________________________
Page 1 of 1
 
Customer Service : 602-278-7777
Fax : 602-278-3077
3636 S 43rd Ave
Phoenix, AZ 85009
PROJECT QUOTATION
Customer: Achen Gardner Construction, LLC
Mark McLafferty -
602-877-9329
mmclafferty@achen.com
Project Chandler Heights Rd Utility Relocations Package 3
Location Arizona Ave & Chandler Heights , Chandler , AZ
Quote # 3652 (21)
Quote Date 04/13/2022

Corporate Offices:
3636 S. 43rd Avenue
Phoenix, AZ  85009
Phone: 602-278-7777
Fax: 602-442-6905
Terms and Conditions of Sale
Additives
Hot / Chilled Water - $1.00 per cubic yard
Nitrogen Cooling -  $9.50 per cubic yard
Non-Chloride Accelerator - $1.50 per unit
Recover - $2.00 per 1/2 Hour
Fiber
Micro Fiber  -  $7.50 per pound
Macro Fiber (Structural) - Priced as Quoted
Color  
Standard Liquid Color - See mix detail for per yard pricing
Color Washout - $25.00 per load
Delivery
Fuel Surcharge - $35.00 per load
Wash Out System Buckets - $25.00 per load (requested at time of order)
Standby Charges - $1.50 per minute beyond 6 minutes per cubic yard
Short Load Charges - 6 yards or less $200.00 per load
Environmental Fee - $25.00 per load
Weekend Delivery - $50.00 per load
Plant Opening Charge - $500.00/hr, 4 hour minimum
Sunday / Holiday Opening - $750.00/hr, 4 hour minimum
All order backs/split loads under 11 yds on one order are subject to Short Load Charges.
Concrete Pricing subject to change based on market conditions
All materials are produced in conformance with ACI / ASTM Standards.
Contractor is responsible to provide safe access to the point of delivery.
Arizona Materials accepts no responsibility for damages to any curb and beyond the curb line.
concrete issues/concerns no later than 48 Hours after placement.
www.arizonamaterials.net
It is Contractors responsibility to contact Arizona Materials Quality Control Department with any 
Page 1 of 1

EXHIBIT D7:  BASELINE PROJECT SCHEDULE 
 
MAY 20, 2022 
CITY OF CHANDLER – CHANDLER HEIGHTS ROAD UTILITY RELOCATI0NS 
 GMP PROPOSAL FOR ALMA SCHOOL ROAD AND CHANDLER HEIGHTS ROAD  
PROJECT NO:  WW2111.401 
 
 
See Following Baseline Project Schedule

ID
Task 
Mode
Task Name
Duration
Start
Finish
1
GMP 1
62 days
Mon 4/18/22Sat 6/18/22
2
GMP 2
28 days
Mon 6/20/22Sun 7/17/22
3
Start Construction
0 days
Mon 7/18/22Mon 7/18/22
4
SEGMENT 1 - ALMA SCHOOL TO CHANDLER HEIGHTS
145 days
Mon 7/18/22Fri 12/9/22
5
(C-1) 8" SANITARY SEWER - PROFILE A
15 days
Mon 7/18/22Mon 8/1/22
6
REMOVE SIDEWALK / CURB AND ASPHALT
1 day
Mon 7/18/22Mon 7/18/22
7
REMOVE & REPLACE EXISTING SS WITH 8" VCP SS
3 days
Tue 7/19/22 Thu 7/21/22
8
CONCRETE CASING
4 days
Fri 7/22/22
Mon 7/25/22
9
TESTING
2 days
Tue 7/26/22 Wed 7/27/22
10
TIE INTO SYSTEM
2 days
Thu 7/28/22 Fri 7/29/22
11
REPLACE SIDEWALK / CURB AND ASPHALT
4 days
Fri 7/29/22
Mon 8/1/22
12
(C-1) 8" SANITARY SEWER - PROFILE B
18 days
Sat 7/30/22 Tue 8/16/22
13
REMOVE ASPHALT
1 day
Fri 8/5/22
Fri 8/5/22
14
BYPASS SYSTEM
7 days
Sat 7/30/22 Fri 8/5/22
15
REMOVE & REPLACE EXISTING 12" SS VCP
5 days
Sat 8/6/22
Wed 8/10/22
16
CONCRETE CASING
2 days
Thu 8/11/22 Fri 8/12/22
17
TESTING
3 days
Sat 8/13/22 Mon 8/15/22
18
TIE INTO SYSTEM
4 days
Sat 8/13/22 Tue 8/16/22
19
REPLACE ASPHALT
4 days
Sat 8/13/22 Tue 8/16/22
20
(C-1) 12" WATER - PROFILE B
28 days
Fri 8/5/22
Thu 9/1/22
21
REMOVE ASPHALT
1 day
Fri 8/5/22
Fri 8/5/22
22
REPLACE 12" WATER LINE
2 days
Wed 8/17/22Thu 8/18/22
23
CONCRETE CASING
4 days
Fri 8/19/22
Mon 8/22/22
24
TESTING
7 days
Tue 8/23/22 Mon 8/29/22
25
TIE INTO SYSTEM
1 day
Tue 8/30/22 Tue 8/30/22
26
REPLACE ASPHALT
2 days
Wed 8/31/22Thu 9/1/22
27
(C-1) 12" WATER - PROFILE C
23 days
Tue 8/23/22 Wed 9/14/22
28
REMOVE SIDEWALK / CURB AND ASPHALT
1 day
Tue 8/23/22 Tue 8/23/22
29
REPLACE 12" WATER LINE
6 days
Wed 8/24/22Mon 8/29/22
30
CONCRETE CASING
2 days
Tue 8/30/22 Wed 8/31/22
31
TESTING
7 days
Thu 9/1/22
Wed 9/7/22
32
TIE INTO SYSTEM
2 days
Thu 9/8/22
Fri 9/9/22
33
REPLACE SIDEWALK / CURB AND ASPHALT
5 days
Sat 9/10/22 Wed 9/14/22
34
(C2 - C3) - 12" RECLAIMED WATERLINE
43 days
Thu 9/1/22
Thu 10/13/22
35
REMOVE SIDEWALK / CURB AND ASPHALT
2 days
Thu 9/1/22
Fri 9/2/22
36
12" DIP RECLAIMED WATER LINE
28 days
Sat 9/3/22
Fri 9/30/22
37
CONCRETE CASING
2 days
Tue 9/13/22 Wed 9/14/22
38
TESTING
5 days
Sat 10/1/22 Wed 10/5/22
39
TIE INTO SYSTEM
2 days
Thu 10/6/22 Fri 10/7/22
40
REPLACE SIDEWALK / CURB AND ASPHALT
6 days
Sat 10/8/22 Thu 10/13/22
41
(C-4) PROFILE A - 8" WATER
24 days
Sat 10/8/22 Mon 10/31/22
42
REMOVE SIDEWALK / CURB AND ASPHALT
3 days
Sat 10/8/22 Mon 10/10/22
43
INSTALL 8" WATER LINE
4 days
Tue 10/11/22Fri 10/14/22
44
CONCRETE CASING
4 days
Sat 10/15/22 Tue 10/18/22
45
TESTING
7 days
Wed 10/19/2Tue 10/25/22
46
TIE INTO SYSTEM
2 days
Wed 10/26/2Thu 10/27/22
47
REPLACE SIDEWALK / CURB AND ASPHALT
4 days
Fri 10/28/22 Mon 10/31/22
48
(C-4) PROFILE C - 12" SANITARY SEWER
33 days
Sat 10/8/22 Wed 11/9/22
49
REMOVE ASPHALT
1 day
Wed 10/19/2Wed 10/19/22
50
SETUP BYPASS
9 days
Sat 10/8/22 Sun 10/16/22
51
REMOVE & REPLACE EXISTING 12" SS VCP
11 days
Thu 10/20/22Sun 10/30/22
52
CONCRETE CASING
2 days
Mon 10/31/2Tue 11/1/22
53
TESTING
2 days
Wed 11/2/22Thu 11/3/22
54
TIE INTO SYSTEM
4 days
Fri 11/4/22
Mon 11/7/22
55
REPLACE ASPHALT
2 days
Tue 11/8/22 Wed 11/9/22
56
(C-4) PROFILE B - 16" WATER
20 days
Tue 11/8/22 Sun 11/27/22
57
REMOVE SIDEWALK / CURB AND ASPHALT
3 days
Tue 11/8/22 Thu 11/10/22
58
INSTALL 16" WATER LINE
3 days
Fri 11/11/22 Sun 11/13/22
59
CONCRETE CASING
4 days
Mon 11/14/2Thu 11/17/22
60
TESTING
7 days
Fri 11/18/22 Thu 11/24/22
61
TIE INTO SYSTEM
1 day
Fri 11/25/22 Fri 11/25/22
62
REPLACE SIDEWALK / CURB AND ASPHALT
2 days
Sat 11/26/22 Sun 11/27/22
63
(C-4) 2 WEEKS PROFILE A - 8" WATERLINE
22 days
Fri 11/18/22 Fri 12/9/22
64
REMOVE SIDEWALK / CURB AND ASPHALT
1 day
Fri 11/18/22 Fri 11/18/22
65
INSTALL 8" WATER LINE
5 days
Sat 11/19/22 Wed 11/23/22
66
CONCRETE CASING
4 days
Thu 11/24/22Sun 11/27/22
67
TESTING
7 days
Mon 11/28/2Sun 12/4/22
68
TIE INTO SYSTEM
2 days
Mon 12/5/22Tue 12/6/22
69
REPLACE SIDEWALK / CURB AND ASPHALT
3 days
Wed 12/7/22Fri 12/9/22
70
SEGMENT 2 -  CHANDLER HEIGHTS TO ARIZONA AVE
145 days
Mon 7/18/22Fri 12/9/22
155
SEGMENT 3 - CHANDLER HEIGHTS BLVD ARIZONA TO UPRR
151 days
Mon 7/18/22Thu 12/15/22
7/18
10
17
24
31
7
14
21
28
4
11
18
25
2
9
16
23
30
6
13
20
27
4
11
Aug '22
Sep '22
Oct '22
Nov '22
Dec '22
Task
Split
Milestone
Summary
Project Summary
Inactive Task
Inactive Milestone
Inactive Summary
Manual Task
Duration-only
Manual Summary Rollup
Manual Summary
Start-only
Finish-only
External Tasks
External Milestone
Deadline
Progress
Manual Progress
Chandler Heights GMP 3
Page 1
Project: Chandler heights packa
Date: Wed 4/20/22
Manually ScheduledGMP 1
Segment 1

ID
Task 
Mode
Task Name
Duration
Start
Finish
1
GMP 1
62 days
Mon 4/18/22Sat 6/18/22
2
GMP 2
28 days
Mon 6/20/22Sun 7/17/22
3
Start Construction
0 days
Mon 7/18/22Mon 7/18/22
4
SEGMENT 1 - ALMA SCHOOL TO CHANDLER HEIGHTS
145 days
Mon 7/18/22Fri 12/9/22
70
SEGMENT 2 -  CHANDLER HEIGHTS TO ARIZONA AVE
145 days
Mon 7/18/22Fri 12/9/22
71
(C-4) PROFILE B - 8" WATER
21 days
Mon 7/18/22Sun 8/7/22
72
REMOVE SIDEWALK / CURB AND ASPHALT
1 day
Mon 7/18/22Mon 7/18/22
73
INSTALL 8" WATER LINE
7 days
Tue 7/19/22 Mon 7/25/22
74
CONCRETE CASING
2 days
Tue 7/26/22 Wed 7/27/22
75
TESTING
7 days
Thu 7/28/22 Wed 8/3/22
76
TIE INTO SYSTEM
1 day
Thu 8/4/22
Thu 8/4/22
77
REPLACE SIDEWALK / CURB AND ASPHALT
3 days
Fri 8/5/22
Sun 8/7/22
78
(C-4) PROFILE C - 8" RECLAIMED WATER
24 days
Mon 7/18/22Wed 8/10/22
79
REMOVE SIDEWALK / CURB AND ASPHALT
1 day
Mon 7/18/22Mon 7/18/22
80
8" DIP RECLAIMED WATER LINE
5 days
Thu 7/28/22 Mon 8/1/22
81
CONCRETE CASING
3 days
Tue 8/2/22
Thu 8/4/22
82
TESTING
3 days
Fri 8/5/22
Sun 8/7/22
83
TIE INTO SYSTEM
3 days
Fri 8/5/22
Sun 8/7/22
84
REPLACE SIDEWALK / CURB AND ASPHALT
3 days
Mon 8/8/22 Wed 8/10/22
85
(C-5) PROFILE A - 8" WATER
43 days
Mon 8/8/22 Mon 9/19/22
86
REMOVE SIDEWALK / CURB AND ASPHALT
1 day
Mon 8/8/22 Mon 8/8/22
87
INSTALL 8" WATER LINE
6 days
Tue 8/9/22
Sun 8/14/22
88
CONCRETE CASING
2 days
Mon 8/15/22Tue 8/16/22
89
TESTING
7 days
Wed 8/17/22Tue 8/23/22
90
TIE INTO SYSTEM
1 day
Wed 8/24/22Wed 8/24/22
91
REPLACE SIDEWALK / CURB AND ASPHALT
5 days
Thu 9/15/22 Mon 9/19/22
92
(C-5) PROFILE B - 8" WATER
43 days
Mon 8/8/22 Mon 9/19/22
93
REMOVE SIDEWALK / CURB AND ASPHALT
1 day
Mon 8/8/22 Mon 8/8/22
94
INSTALL 8" WATER LINE
8 days
Wed 8/17/22Wed 8/24/22
95
CONCRETE CASING
5 days
Thu 8/25/22 Mon 8/29/22
96
TESTING
9 days
Tue 8/30/22 Wed 9/7/22
97
TIE INTO SYSTEM
1 day
Thu 9/8/22
Thu 9/8/22
98
REPLACE SIDEWALK / CURB AND ASPHALT
5 days
Thu 9/15/22 Mon 9/19/22
99
(C-5) PROFILE C - 6" WATER
43 days
Mon 8/8/22 Mon 9/19/22
100
REMOVE SIDEWALK / CURB AND ASPHALT
1 day
Mon 8/8/22 Mon 8/8/22
101
INSTALL 6" DIP WATER LINE
3 days
Tue 8/30/22 Thu 9/1/22
102
CONCRETE CASING
4 days
Fri 9/2/22
Mon 9/5/22
103
TESTING
7 days
Tue 9/6/22
Mon 9/12/22
104
TIE INTO SYSTEM
2 days
Tue 9/13/22 Wed 9/14/22
105
REPLACE SIDEWALK / CURB AND ASPHALT
5 days
Thu 9/15/22 Mon 9/19/22
106
(C-6) PROFILE A - 8" WATER
41 days
Tue 9/13/22 Sun 10/23/22
107
REMOVE SIDEWALK / CURB AND ASPHALT
1 day
Tue 9/13/22 Tue 9/13/22
108
INSTALL 8" DIP WATER LINE
8 days
Wed 9/14/22Wed 9/21/22
109
CONCRETE CASING
2 days
Thu 9/22/22 Fri 9/23/22
110
TESTING
5 days
Sat 9/24/22 Wed 9/28/22
111
TIE INTO SYSTEM
1 day
Thu 9/29/22 Thu 9/29/22
112
REPLACE SIDEWALK / CURB AND ASPHALT
5 days
Wed 10/19/2Sun 10/23/22
113
(C-6) PROFILE B - 8" WATER
41 days
Tue 9/13/22 Sun 10/23/22
114
REMOVE SIDEWALK / CURB AND ASPHALT
1 day
Tue 9/13/22 Tue 9/13/22
115
INSTALL 8" DIP WATER LINE
10 days
Sat 9/24/22 Mon 10/3/22
116
CONCRETE CASING
2 days
Tue 10/4/22 Wed 10/5/22
117
TESTING
8 days
Thu 10/6/22 Thu 10/13/22
118
TIE INTO SYSTEM
1 day
Fri 10/14/22 Fri 10/14/22
119
REPLACE SIDEWALK / CURB AND ASPHALT
5 days
Wed 10/19/2Sun 10/23/22
120
(C-6) PROFILE C - 8" RECLAIMED WATER
41 days
Tue 9/13/22 Sun 10/23/22
121
REMOVE SIDEWALK / CURB AND ASPHALT
1 day
Tue 9/13/22 Tue 9/13/22
122
INSTALL 8" DIP RECLAIMED WATER LINE
6 days
Thu 10/6/22 Tue 10/11/22
123
CONCRETE CASING
2 days
Wed 10/12/2Thu 10/13/22
124
TESTING
4 days
Fri 10/14/22 Mon 10/17/22
125
TIE INTO SYSTEM
1 day
Tue 10/18/22Tue 10/18/22
126
REPLACE SIDEWALK / CURB AND ASPHALT
5 days
Wed 10/19/2Sun 10/23/22
127
(C-7) PROFILE B - 8" WATER
49 days
Wed 10/12/2Tue 11/29/22
128
REMOVE SIDEWALK / CURB AND ASPHALT
1 day
Wed 10/12/2Wed 10/12/22
129
INSTALL 8" DIP WATER LINE
5 days
Thu 10/13/22Mon 10/17/22
130
CONCRETE CASING
3 days
Tue 10/18/22Thu 10/20/22
131
TESTING
7 days
Fri 10/21/22 Thu 10/27/22
132
TIE INTO SYSTEM
3 days
Fri 10/28/22 Sun 10/30/22
133
REPLACE SIDEWALK / CURB AND ASPHALT
5 days
Fri 11/25/22 Tue 11/29/22
134
(C-7) PROFILE C - 8" WATER
49 days
Wed 10/12/2Tue 11/29/22
135
REMOVE SIDEWALK / CURB AND ASPHALT
1 day
Wed 10/12/2Wed 10/12/22
136
INSTALL 8" DIP WATER LINE
6 days
Fri 10/21/22 Wed 10/26/22
137
CONCRETE CASING
5 days
Thu 10/27/22Mon 10/31/22
138
TESTING
7 days
Tue 11/1/22 Mon 11/7/22
139
TIE INTO SYSTEM
1 day
Tue 11/8/22 Tue 11/8/22
140
REPLACE SIDEWALK / CURB AND ASPHALT
5 days
Fri 11/25/22 Tue 11/29/22
141
(C-7) PROFILE A - 8" WATER
49 days
Wed 10/12/2Tue 11/29/22
142
REMOVE SIDEWALK / CURB AND ASPHALT
1 day
Wed 10/12/2Wed 10/12/22
143
INSTALL 8" DIP WATER LINE
7 days
Tue 11/8/22 Mon 11/14/22
144
CONCRETE CASING
2 days
Tue 11/15/22Wed 11/16/22
145
TESTING
7 days
Thu 11/17/22Wed 11/23/22
146
TIE INTO SYSTEM
1 day
Thu 11/24/22Thu 11/24/22
147
REPLACE SIDEWALK / CURB AND ASPHALT
5 days
Fri 11/25/22 Tue 11/29/22
148
(C-8) PROFILE A - 12" RECLAIMED WATER
23 days
Thu 11/17/22Fri 12/9/22
149
REMOVE SIDEWALK / CURB AND ASPHALT
1 day
Thu 11/17/22Thu 11/17/22
150
INSTALL 12" DIP RECLAIMED WATER LINE
17 days
Fri 11/18/22 Sun 12/4/22
151
CONCRETE CASING
2 days
Mon 12/5/22Tue 12/6/22
152
TESTING
1 day
Wed 12/7/22Wed 12/7/22
153
TIE INTO SYSTEM
1 day
Wed 12/7/22Wed 12/7/22
154
REPLACE SIDEWALK / CURB AND ASPHALT
2 days
Thu 12/8/22 Fri 12/9/22
155
SEGMENT 3 - CHANDLER HEIGHTS BLVD ARIZONA TO UPRR
151 days
Mon 7/18/22Thu 12/15/22
7/18
10
17
24
31
7
14
21
28
4
11
18
25
2
9
16
23
30
6
13
20
27
4
11
Aug '22
Sep '22
Oct '22
Nov '22
Dec '22
Task
Split
Milestone
Summary
Project Summary
Inactive Task
Inactive Milestone
Inactive Summary
Manual Task
Duration-only
Manual Summary Rollup
Manual Summary
Start-only
Finish-only
External Tasks
External Milestone
Deadline
Progress
Manual Progress
Chandler Heights GMP 3
Page 1
Project: Chandler heights packa
Date: Wed 4/20/22
Segment 2

ID
Task 
Mode
Task Name
Duration
Start
Finish
1
GMP 1
62 days
Mon 4/18/22Sat 6/18/22
2
GMP 2
28 days
Mon 6/20/22Sun 7/17/22
3
Start Construction
0 days
Mon 7/18/22Mon 7/18/22
4
SEGMENT 1 - ALMA SCHOOL TO CHANDLER HEIGHTS
145 days
Mon 7/18/22Fri 12/9/22
70
SEGMENT 2 -  CHANDLER HEIGHTS TO ARIZONA AVE
145 days
Mon 7/18/22Fri 12/9/22
155
SEGMENT 3 - CHANDLER HEIGHTS BLVD ARIZONA TO UPRR
151 days
Mon 7/18/22Thu 12/15/22
156
(C8-12) 12" SANITARY SEWER
68 days
Mon 7/18/22Fri 9/23/22
157
REMOVE ASPHALT AND SIDEWALK
1 day
Mon 7/18/22Mon 7/18/22
158
INSTALL 12" SS VCP
14 days
Mon 7/18/22Sun 7/31/22
159
SETUP BYPASS SYSTEM
23 days
Mon 8/1/22 Tue 8/23/22
160
INSTALL NEW MANHOLE (1-9)
28 days
Mon 8/1/22 Sun 8/28/22
161
CONCRETE CASING
2 days
Wed 8/24/22Thu 8/25/22
162
REMOVE EXISTING 12" SEWER
9 days
Mon 8/29/22Tue 9/6/22
163
REMOVE EXISTING MANHOLE
5 days
Wed 9/7/22 Sun 9/11/22
164
TESTING
7 days
Mon 9/12/22Sun 9/18/22
165
TIE INTO SYSTEM
2 days
Mon 9/19/22Tue 9/20/22
166
REPLACE ASPHALT AND SIDEWALK
3 days
Wed 9/21/22Fri 9/23/22
167
(C-8) PROFILE C - 6" WATER
27 days
Mon 9/12/22Sat 10/8/22
168
REMOVE SIDEWALK / CURB AND ASPHALT
1 day
Mon 9/12/22Mon 9/12/22
169
INSTALL 6" DIP WATER LINE
6 days
Tue 9/13/22 Sun 9/18/22
170
CONCRETE CASING
4 days
Mon 9/19/22Thu 9/22/22
171
INSTALL NEW FIRE HYDRANT
3 days
Fri 9/23/22
Sun 9/25/22
172
TESTING
7 days
Mon 9/26/22Sun 10/2/22
173
TIE INTO SYSTEM
1 day
Mon 10/3/22Mon 10/3/22
174
REPLACE SIDEWALK / CURB AND ASPHALT
3 days
Thu 10/6/22 Sat 10/8/22
175
(C-8) PROFILE B - 8" RECLAIMED WATER
29 days
Mon 9/12/22Mon 10/10/22
176
REMOVE SIDEWALK / CURB AND ASPHALT
1 day
Mon 9/12/22Mon 9/12/22
177
INSTALL 8" DIP WATER LINE
4 days
Mon 9/26/22Thu 9/29/22
178
CONCRETE CASING
5 days
Fri 9/30/22
Tue 10/4/22
179
TESTING
1 day
Wed 10/5/22Wed 10/5/22
180
TIE INTO SYSTEM
1 day
Wed 10/5/22Wed 10/5/22
181
REPLACE SIDEWALK / CURB AND ASPHALT
5 days
Thu 10/6/22 Mon 10/10/22
182
(C-9) PROFILE A - 8" WATER (DETAIL ON PG C-14)
50 days
Thu 10/6/22 Thu 11/24/22
183
REMOVE SIDEWALK / CURB AND ASPHALT
4 days
Thu 10/6/22 Sun 10/9/22
184
INSTALL 8" DIP WATER LINE
7 days
Mon 10/10/2Sun 10/16/22
185
CONCRETE CASING
2 days
Mon 10/17/2Tue 10/18/22
186
REMOVE AND SALVAGE EXISTING HYDRANTG
1 day
Wed 10/19/2Wed 10/19/22
187
INSTALL NEW FIRE HYDRANT
1 day
Thu 10/20/22Thu 10/20/22
188
TESTING
7 days
Fri 10/21/22 Thu 10/27/22
189
TIE INTO SYSTEM
1 day
Fri 10/28/22 Fri 10/28/22
190
REPLACE SIDEWALK / CURB AND ASPHALT
3 days
Tue 11/22/22Thu 11/24/22
191
(C-10) PROFILE B - 8" WATER (DETAIL ON PAGE C-14)
35 days
Fri 10/21/22 Thu 11/24/22
192
REMOVE SIDEWALK / CURB AND ASPHALT
3 days
Fri 10/21/22 Sun 10/23/22
193
INSTALL 8" DIP WATER LINE
3 days
Mon 10/24/2Wed 10/26/22
194
CONCRETE CASING
4 days
Thu 10/27/22Sun 10/30/22
195
REMOVE AND SALVAGE EXISTING HYDRANTG
1 day
Mon 10/31/2Mon 10/31/22
196
INSTALL NEW FIRE HYDRANT
1 day
Tue 11/1/22 Tue 11/1/22
197
TESTING
6 days
Wed 11/2/22Mon 11/7/22
198
TIE INTO SYSTEM
1 day
Tue 11/8/22 Tue 11/8/22
199
REPLACE SIDEWALK / CURB AND ASPHALT
3 days
Tue 11/22/22Thu 11/24/22
200
(C-10) PROFILE C - 8" WATER (DETAIL ON PAGE C-14)
35 days
Fri 10/21/22 Thu 11/24/22
201
REMOVE SIDEWALK / CURB AND ASPHALT
3 days
Fri 10/21/22 Sun 10/23/22
202
INSTALL 8" DIP WATER LINE
6 days
Wed 11/2/22Mon 11/7/22
203
CONCRETE CASING
2 days
Tue 11/8/22 Wed 11/9/22
204
REMOVE AND SALVAGE EXISTING HYDRANTG
1 day
Thu 11/10/22Thu 11/10/22
205
INSTALL NEW FIRE HYDRANT
3 days
Fri 11/11/22 Sun 11/13/22
206
TESTING
7 days
Mon 11/14/2Sun 11/20/22
207
TIE INTO SYSTEM
1 day
Mon 11/21/2Mon 11/21/22
208
REPLACE SIDEWALK / CURB AND ASPHALT
3 days
Tue 11/22/22Thu 11/24/22
209
(C-11) PROFILE B - 8" WATER
56 days
Fri 10/21/22 Thu 12/15/22
210
REMOVE SIDEWALK / CURB AND ASPHALT
3 days
Fri 10/21/22 Sun 10/23/22
211
INSTALL 8" DIP WATER LINE
10 days
Mon 11/14/2Wed 11/23/22
212
REMOVE AND SALVAGE EXISTING HYDRANTG
3 days
Thu 11/24/22Sat 11/26/22
213
INSTALL NEW FIRE HYDRANT
3 days
Thu 11/24/22Sat 11/26/22
214
CONCRETE CASING
2 days
Sun 11/27/22Mon 11/28/22
215
TESTING
7 days
Tue 11/29/22Mon 12/5/22
216
TIE INTO SYSTEM
1 day
Tue 12/6/22 Tue 12/6/22
217
REPLACE SIDEWALK / CURB AND ASPHALT
3 days
Tue 12/13/22Thu 12/15/22
218
(C-11) PROFILE A - 8" RECLAIMED WATER
56 days
Fri 10/21/22 Thu 12/15/22
219
REMOVE SIDEWALK / CURB AND ASPHALT
3 days
Fri 10/21/22 Sun 10/23/22
220
INSTALL 8" DIP WATER LINE
8 days
Tue 11/29/22Tue 12/6/22
221
CONCRETE CASING
4 days
Wed 12/7/22Sat 12/10/22
222
TESTING
1 day
Sun 12/11/22Sun 12/11/22
223
TIE INTO SYSTEM
1 day
Mon 12/12/2Mon 12/12/22
224
REPLACE SIDEWALK / CURB AND ASPHALT
3 days
Tue 12/13/22Thu 12/15/22
7/18
10
17
24
31
7
14
21
28
4
11
18
25
2
9
16
23
30
6
13
20
27
4
11
Aug '22
Sep '22
Oct '22
Nov '22
Dec '22
Task
Split
Milestone
Summary
Project Summary
Inactive Task
Inactive Milestone
Inactive Summary
Manual Task
Duration-only
Manual Summary Rollup
Manual Summary
Start-only
Finish-only
External Tasks
External Milestone
Deadline
Progress
Manual Progress
Chandler Heights GMP 3
Page 1
Project: Chandler heights packa
Date: Wed 4/20/22
Segment 3

CITY OF CHANDLER 
 
PUBLIC WORKS AND UTILITIES DEPARTMENT 
 
 
CHANDLER HEIGHTS ROAD UTILITY RELOCATIONS     
ALMA SCHOOL ROAD AND CHANDLER HEIGHTS ROAD 
 
PROJECT NO. WW2111.401 
 
FOR CONSTRUCTION 
 
TECHNICAL SPECIFICATIONS 
 
MAY 2022 
 
 
MAYOR 
KEVIN HARTKE 
 
VICE MAYOR 
TERRY ROE 
 
CITY COUNCIL 
 
Council Member Christine Ellis 
Council Member OD Harris  
Council Member Matt Orlando 
 
 
 
 
 
 
Council Member Rene Lopez 
 
Council Member Mark Stewart 
 
 
 
 
 
CITY MANAGER 
JOSHUA WRIGHT 
 
PUBLIC WORKS & UTILTIES DIRECTOR 
JOHN KNUDSON, PE

May 2022 
 
City of Chandler  
21-047 
TOC-2 
Chandler Heights Road Utility Relocations  
DIVISION 15 MECHANICAL 
 
15050 
 
PIPING SYSTEMS 
15051 
 
BURIED PIPING INSTALLATION 
15061 
 
DUCTILE IRON PIPE 
15064 
 
COPPER PIPE 
15067 
 
VCP PIPE 
15120 
 
PIPING SPECIALTIES AND ACCESSORIES 
 
 
++  END OF TABLE OF CONTENTS  ++

May 2022 
  
City of Chandler 
21-047 
01010-1 
Chandler Heights Road Utility Relocations 
SECTION 01010 
SUMMARY OF WORK 
PART 1 - GENERAL 
1.1       SUMMARY 
A. The work covered under this Contract will be performed within the City of 
Chandler in the following general locations: 
1. 
Alma School Road and Chandler Heights Road 
1.2       DESCRIPTION OF OWNER'S PROJECT 
A. The overall scope project will consist of the following installation: 
1. 
Relocation of approximately 95 linear feet of 8-inch sewer line. 
2. 
Relocation of approximately 1,590 linear feet of 12-inch sewer line. 
3. 
Relocation of approximately 425 liner feet of 8-inch reclaimed water line.  
4. 
Relocation of approximately 790 linear feet of 12-inch reclaimed water line.  
5. 
Relocation of approximately 210 linear feet of 6-inch potable water line.  
6. 
Relocation of approximately 1,410 linear feet of 8-inch potable water line.  
7. 
Relocation of approximately 90 linear feet of 12-inch potable water line.  
8. 
Relocation of approximately 190 linear feet of 16-inch potable water line.  
9. 
Removal of seven (7) sanitary manholes. 
10. Installation of ten (10) new sanitary manholes. 
11. Removal and replacement of two (2) sanitary manholes. 
12. Complete all testing and disinfection on new and relocated potable waterlines 
prior to connecting to existing potable water distribution system. Contractor 
to coordinate and plan construction activities with existing operational needs 
of the City. 
13. Complete all testing on new and relocated reclaimed waterlines prior to 
connecting to existing reclaimed water distribution system. Contractor to 
coordinate and plan construction activities with existing operational needs of 
the City. 
14. Complete all testing on new sewer lines and manholes prior to connecting to 
existing sewer system. Contractor to coordinate and plan construction 
activities with existing operational needs of the City.

May 2022 
  
City of Chandler 
21-047 
01010-2 
Chandler Heights Road Utility Relocations 
PART 2 - PRODUCTS (NOT USED) 
PART 3 - EXECUTION (NOT USED) 
++  END OF SECTION  ++

May 2022 
  
City of Chandler 
21-047 
01050-1 
Chandler Heights Road Utility Relocations 
SECTION 01050 
FIELD ENGINEERING/SURVEYING 
PART 1 - GENERAL 
1.1       SUMMARY 
 
A. The CONTRACTOR shall hire a surveyor licensed in the State of Arizona to 
perform all surveying responsibilities.  It is also the CONTRACTOR'S 
responsibility to notify the ENGINEER, in writing, of any discrepancy found 
between the topographic survey provided and the baseline conditions provided in 
the Contract Documents within 14 days of the Notice to Proceed.  The 
CONTRACTOR further takes the responsibility to correct any discrepancies not 
reported to the ENGINEER within the specified construction schedule as part of 
the finished grading required as part of this Project at no cost to the OWNER. 
B. The CONTRACTOR shall provide competent, qualified personnel and materials 
required to perform all construction layout staking and re-staking (as necessary) 
of the Work and will protect and preserve the established reference points and 
will make no change or relocations without the prior written approval of the 
OWNER. 
C. The CONTRACTOR will report to the OWNER whenever any reference point is 
lost or destroyed or requires relocation because of necessary changes in grades or 
locations.  The CONTRACTOR will replace and accurately relocate all reference 
points so lost, destroyed, or moved at no additional cost to the OWNER. 
D. Field surveying shall include GIS location and data of all new construction and 
abandoned utilities as required by the City of Chandler. The CONTRACTOR 
shall provide the GIS location and data at each application of payment to verify 
content. If data is missing or does not meet City of Chandler requirements, 
portions of the new construction shall be exposed to obtain the data at no 
additional cost to the OWNER. The City of Chandler requirements are identified 
below: 
1. 
Contractor shall provide survey grade GPS / GIS data, meeting the following 
requirements for all facilities to be owned and/or operated by the City of 
Chandler. 
a. 
ESRI File Geodatabase format: 
1) All GPS point data, along with corresponding GIS Attribute data, 
must be submitted in ESRI File Geodatabase format.  
2) The City of Chandler will provide a copy of the File Geodatabase in 
ESRI ArcGIS format, upon submitting a data request form attached

May 2022 
  
City of Chandler 
21-047 
01050-2 
Chandler Heights Road Utility Relocations 
herewith. 
Please 
submit 
the 
data 
request 
form 
to 
Kristy.Noelson@Chandleraz.gov 
b. 
Data dictionary and Attribute data: 
1) Attribute data should be provided for each of the GPS’d Utility 
Feature listed in section ‘d’ below. All Attribute data should 
conform to the ESRI File Geodatabase format, provided by the 
City. A copy of the data dictionary will be made available to the 
CONTRACTOR. 
c. 
Coordinate System: 
1) Horizontal  Datum:  Arizona  State  Plane  Coordinates,  Central  
Zone  NAD83  (HARN) Vertical Datum: NAVD88 
d. 
Point Data for GPS: 
1) Potable Water and Reclaimed Water System Features: 
a) 
Water main location (top of pipe), size and material (one (1) 
coordinate provided every 100 feet minimum) and at fittings. 
b) Water fitting location (top of feature), size, material and type 
including:  Bend (22.5, 45, or 90), Tee, Tapping Sleeve, Cross, 
Coupling, End Cap, Line Stop, Reducer, Saddle, Other. 
c) 
Water valve location (center of valve box cover), size and type. 
d) Fire hydrant location (top of hydrant), manufacturer and year. 
e) 
Water service line location (at connection to main, any bends, 
and termination at meter box or meter vault or at the edge of 
easement or ROW), size and material. 
f) 
Water blow-off and air release valve location (center of cover), 
size, type and manufacturer. 
g) Water manhole or vault location (center of cover), size and 
type. 
2) Waste Water System features:  
a) 
Sewer manhole and cleanout location (center of cover), size, 
material, and cover type. 
b) Sewer gravity main location (invert of pipe), size, material and 
flow direction (from) at all manholes, cleanouts and structures. 
c) 
Sewer service line location, size and material (at connection to 
main, and termination at cleanout, or stub out at edge of the 
easement or ROW). 
d) Sewer force main location (top of pipe), size, and material (one 
(1) coordinate provided every 100 feet minimum) and at 
fittings. 
e) 
Sewer force main (and gravity) fitting location (top of feature), 
size, material and type including: Bend (22.5, 45, or 90), Tee, 
Tapping Sleeve, Cross, Coupling, End Cap, Linestop, Reducer, 
Saddle, Wye, Other 
f) 
Sewer force main valve location (center of valve box cover), 
size and type.

May 2022 
  
City of Chandler 
21-047 
01050-3 
Chandler Heights Road Utility Relocations 
g) Sewer  force  main  air  release  valve  location  (center  of  
cover),  size,  type  and manufacturer. 
h) Sewer force main manhole or vault location (center of cover), 
size and material. 
i) 
Sewer structure (center of structure), type (diversion, junction 
box) 
3) Standard GPS Metadata on all points collected: Date, Time, 
Height, 
Horiz_Precision, 
Vert_Precision, Northing, 
Easting, 
Surveyor, Datafile, and Comments 
2. 
Refer to the included information, following this specification, from the City 
of Chandler. Contractor shall meet all requirements.  
PART 2 - PRODUCTS (NOT USED) 
PART 3 - EXECUTION (NOT USED) 
++  END OF SECTION  ++

DATA DICTIONARY 
 
 
FOR 
 
 
WATER, SEWER, RECLAIM & STORM

DATA DICTIONARY: 
 
 
WATER

Water Fitting 
  
  
  
  
  
  
  
  
  
Field Name 
Alias Name 
Type 
Length 
Domain 
OBJECTID 
 OBJECTID 
 OID 
4 
  
SHAPE 
 SHAPE 
 Geometry 
0 
  
FEATUREOWNER 
 FEATUREOWNER 
 String 
20 
 WS_FEATUREOWNER 
LIFECYCLESTATUS 
 LIFECYCLESTATUS 
 String 
20 
 WS_LIFECYCLESTATUS 
SPATIALSOURCE 
 SPATIALSOURCE 
 String 
20 
 WS_SPATIALSOURCE_STD 
MATERIAL 
 MATERIAL 
 String 
20 
  
DIAMETER1 
 DIAMETER1 
 String 
8 
 RWS_FITTING_DIAMETER 
DIAMETER2 
 DIAMETER2 
 String 
8 
  
ROTATION 
 ROTATION 
 Double 
8 
  
GPSOID 
 GPSOID 
 Integer 
4 
  
GPS_DATE 
 GPS_DATE 
 Date 
8 
  
GPS_TIME 
 GPS_TIME 
 String 
10 
  
GPS_HEIGHT 
 GPS_HEIGHT 
 Double 
8 
  
HORZ_PREC 
 HORZ_PREC 
 Double 
8 
  
VERT_PREC 
 VERT_PREC 
 Double 
8 
  
NORTHING 
 NORTHING 
 Double 
8 
  
EASTING 
 EASTING 
 Double 
8 
  
GPS_COMMENT 
 GPS_COMMENT 
 String 
30 
  
TYPE 
 TYPE 
 String 
30 
 WS_FITTING_TYPE 
BEND 
 BEND 
 String 
20 
 WS_FITTING_BEND

Water Hydrant 
  
  
  
  
  
  
  
  
  
Field Name 
Alias Name 
Type 
Length 
Domain 
OBJECTID 
 OBJECTID 
 OID 
4 
  
SHAPE 
 SHAPE 
 Geometry 
0 
  
FEATUREOWNER 
 Feature Owner 
 String 
25 
 WS_FEATUREOWNER 
LIFECYCLESTATUS 
 Lifecycle Status 
 String 
25 
 WS_LIFECYCLESTATUS 
SPATIALSOURCE 
 Spatial Source 
 String 
25 
 WS_SPATIALSOURCE_STD 
BARRELDIAMETER 
 Barrel Diameter 
 Double 
8 
  
LARGENOZZLEDIAMETER 
 Large Nozzle Diameter 
 Double 
8 
  
SMALLNOZZLEDIAMETER 
 Small Nozzle Diameter 
 Double 
8 
  
OUTLETCONFIGURATION 
 Outlet Configuration 
 Double 
8 
  
SEATDIAMETER 
 Seat Diameter 
 Double 
8 
  
MANUFACTURER 
 Manufacturer 
 String 
25 
 WS_HYD_MANUFACTURER 
YEARMANUFACTURED 
 Manufacture Year 
 String 
25 
  
HASLOCK 
 Has Lock ? 
 String 
25 
 GIS_BOOLEAN_YES_NO 
COLOR 
 Color 
 String 
25 
  
ROTATION 
 Symbol Rotation 
 Double 
8 
  
GPSOID 
 GPS ObjectID 
 Integer 
4 
  
GPS_DATE 
 GPS_DATE 
 Date 
8 
  
GPS_TIME 
 GPS_TIME 
 String 
25 
  
GPS_HEIGHT 
 GPS_HEIGHT 
 Double 
8 
  
HORZ_PREC 
 HORZ_PREC 
 String 
25 
  
VERT_PREC 
 VERT_PREC 
 String 
25 
  
NORTHING 
 NORTHING 
 String 
25 
  
EASTING 
 EASTING 
 String 
25 
  
DATAFILE 
 DATAFILE 
 String 
25 
  
GPS_COMMENT 
 GPS_COMMENT 
 String 
50

WATER VALVE 
  
  
  
  
  
  
  
  
  
Field Name 
Alias Name 
Type 
Length 
Domain 
OBJECTID 
 OBJECTID 
 OID 
4 
  
SHAPE 
 SHAPE 
 Geometry 
0 
  
FEATUREOWNER 
 FEATURE OWNER 
 String 
20 
 RWS_SYSVAL_FUNCTION 
LIFECYCLESTATUS 
 LIFECYCLE STATUS 
 String 
20 
 
WS_SYSVAL_LIFECYCLESTATUS 
SPATIALSOURCE 
 SPATIAL SOURCE 
 String 
20 
 WS_SYSVAL_SPATIALSOURCE 
TYPE 
 TYPE 
 String 
25 
 RWS_SYSVAL_TYPE 
VALVETYPE 
 VALVE TYPE 
 String 
10 
 RWS_SYSVAL_VALVETYPE 
GROUNDTYPE 
 GROUNDTYPE 
 String 
25 
 WS_SYSVAL_GROUNDTYPE 
DIAMETER 
 Diameter 
 String 
8 
 WS_SYSVAL_DIAM 
GPSOID 
 GPS OBJECTID 
 Integer 
4 
  
GPS_DATE 
 GPS DATE 
 Date 
8 
  
GPS_TIME 
 GPS TIME 
 String 
10 
  
GPS_HEIGHT 
 GPS HEIGHT 
 Double 
8 
  
HORZ_PREC 
 HORZ PREC 
 Double 
8 
  
VERT_PREC 
 VERT PREC 
 Double 
8 
  
NORTHING 
 NORTHING 
 Double 
8 
  
EASTING 
 EASTING 
 Double 
8 
  
DATAFILE 
 DATAFILE 
 String 
20 
  
GPS_COMMENT 
 GPS COMMENT 
 String 
30 
  
WO_CAT_CODE 
 WO CAT CODE 
 String 
10 
  
WO_CAT 
 WO CAT 
 String 
25

WATER MANHOLE 
  
  
  
  
  
  
  
  
  
Field Name 
Alias Name 
Type 
Length 
Domain 
OBJECTID 
 OBJECTID 
 OID 
4 
  
SHAPE 
 SHAPE 
 Geometry 
0 
  
FEATUREOWNER 
 FEATUREOWNER 
 String 
20 
 WS_FEATUREOWNER 
LIFECYCLESTATUS 
 LIFECYCLESTATUS 
 String 
20 
 WS_LIFECYCLESTATUS 
SPATIALSOURCE 
 SPATIALSOURCE 
 String 
20 
 WS_SPATIALSOURCE_STD 
ACCESSDIAMETER 
 ACCESSDIAMETER 
 String 
8 
  
ACCESSTYPE 
 ACCESSTYPE 
 String 
20 
  
GROUNDTYPE 
 GROUNDTYPE 
 String 
20 
 WS_SYSVAL_GROUNDTYPE 
COVERMATERIAL 
 COVERMATERIAL 
 String 
10 
  
COVERTYPE 
 COVERTYPE 
 String 
8 
  
GPSOID 
 GPSOID 
 Integer 
4 
  
GPS_DATE 
 GPS_DATE 
 Date 
8 
  
GPS_TIME 
 GPS_TIME 
 String 
10 
  
GPS_HEIGHT 
 GPS_HEIGHT 
 Double 
8 
  
HORZ_PREC 
 HORZ_PREC 
 Double 
8 
  
VERT_PREC 
 VERT_PREC 
 Double 
8 
  
NORTHING 
 NORTHING 
 Double 
8 
  
EASTING 
 EASTING 
 Double 
8 
  
DATAFILE 
 DATAFILE 
 String 
20 
  
GPS_COMMENT 
 GPS_COMMENT 
 String 
30

WATER MISC PNT 
  
This feature is used for any miscellaneous information  
  
  
  
  
  
  
  
Field Name 
Alias Name 
Type 
Length 
Domain 
OBJECTID 
 OBJECTID 
 OID 
4 
  
SHAPE 
 SHAPE 
 Geometry 
0 
  
GPSOID 
 GPSOID 
 Integer 
4 
  
GPS_DATE 
 GPS_DATE 
 Date 
8 
  
GPS_TIME 
 GPS_TIME 
 String 
10 
  
GPS_HEIGHT 
 GPS_HEIGHT 
 Double 
8 
  
HORZ_PREC 
 HORZ_PREC 
 Double 
8 
  
VERT_PREC 
 VERT_PREC 
 Double 
8 
  
NORTHING 
 NORTHING 
 Double 
8 
  
EASTING 
 EASTING 
 Double 
8 
  
DATAFILE 
 DATAFILE 
 String 
20 
  
GPS_COMMENT 
 GPS_COMMENT 
 String 
50 
  
NOTES 
 NOTES 
 String 
150 
  
SIZE 
 SIZE 
 Double 
8

Water Domains: 
Domain name 
 WS_LIFECYCLESTATUS 
ABANDONED  
 ABANDONED 
ACTIVE  
 ACTIVE 
FUTURE  
 FUTURE 
INACTIVE  
 INACTIVE 
REMOVED  
 REMOVED 
UNKNOWN  
 UNKNOWN 
  
  
  
  
Domain name 
 
WS_SYSVAL_SPATIALSOURCE 
APPROVED PLANS  
 APPROVED PLANS 
ASBUILT  
 ASBUILT 
DESIGN  
 DESIGN 
GPS  
 GPS 
HYDRMAINT  
 HYDRMAINT 
ORTHOPHOTO  
 ORTHOPHOTO 
TM7  
 TM7 
UNKNOWN  
 UNKNOWN 
  
  
Domain name 
 WS_HYD_MANUFACTURER 
AMERICANDARLING   AMERICANDARLING 
AVK  
 AVK 
CLOW  
 CLOW 
DRESSER  
 DRESSER 
GREENBERG  
 GREENBERG 
KENNEDY  
 KENNEDY 
MUELLER  
 MUELLER 
PACIFIC  
 PACIFIC 
UNKNOWN  
 UNKNOWN 
WATEROUS  
 WATEROUS 
  
 
 
  
Domain name 
 WS_FEATUREOWNER 
COC  
 Chandler 
COG  
 Gilbert 
COM  
 Mesa 
COP  
 Phoenix 
COT  
 Tempe 
COUNTY  
 Maricopa County 
GOULD  
 Gould 
GRIC  
 GRIC 
INTEL  
 Intel 
MICROCHIP  
 Microchip 
MOTOROLA  
 Motorola 
PRIVATE  
 Private 
SRP  
 SRP 
SRVWUA  
 SRVWUA 
UNKNOWN  
 UNKNOWN 
 
Domain name 
 
WS_SYSVAL_LIFECYCLESTATUS 
FUTURE  
 FUTURE 
UNKNOWN  
 UNKNOWN 
INACTIVE  
 INACTIVE 
ACTIVE  
 ACTIVE 
REMOVED  
 REMOVED 
ABANDONED  
 ABANDONED

Domain name 
 WS_FITTING_BEND 
HORIZONTAL  
 HORIZONTAL 
VERTICAL  
 VERTICAL 
  
  
Domain name 
 WS_SYSVAL_DIAM 
2 
2 
3 
3 
4 
4 
6 
6 
8 
8 
10 
10 
12 
12 
16 
16 
20 
20 
24 
24 
30 
30 
36 
36 
42 
42 
48 
48 
54 
54 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
Domain name 
 WS_FITTING_TYPE 
11B  
 11B 
22B  
 22B 
45B  
 45B 
90B  
 90B 
COUPLING  
 COUPLING 
CROSS  
 CROSS 
ENDCAP  
 ENDCAP 
LINESTOP  
 LINESTOP 
OTHER  
 OTHER 
REDUCER  
 REDUCER 
SADDLE  
 SADDLE 
TAPPING SLEEVE  
 TAPPING SLEEVE 
TEE  
 TEE 
UNKNOWN  
 UNKNOWN 
WYE  
 WYE 
  
  
Domain name 
 
WS_SYSVAL_GROUNDTYPE 
CONCRETE  
 CONCRETE 
ASPHALT  
 ASPHALT 
LANDSCAPE  
 LANDSCAPE 
UNKNOWN  
 UNKNOWN 
  
  
Domain name 
 WS_SPATIALSOURCE_STD 
ASBUILT  
 ASBUILT 
DESIGN  
 DESIGN 
FIELD  
 FIELD 
GPS  
 GPS 
ORTHOPHOTO  
 ORTHOPHOTO 
UNKNOWN  
 UNKNOWN

DATA DICTIONARY: 
 
 
SEWER

SEWER CLEANOUT 
  
  
  
  
  
  
  
  
  
Field Name 
Alias Name 
Type 
Length 
Domain 
OBJECTID 
 OBJECTID 
 OID 
4 
  
SHAPE 
 SHAPE 
 Geometry 
0 
  
FEATUREOWNER 
 FEATUREOWNER 
 String 
20 
 WW_FEATUREOWNER 
LIFECYCLESTATUS 
 LIFECYCLESTATUS 
 String 
20 
 WW_LIFECYCLESTATUS 
SPATIALSOURCE 
 SPATIALSOURCE 
 String 
20 
 WW_SPATIALSOURCE 
RIM_ELEV 
 RIM_ELEV 
 Double 
8 
  
INV_ELEV 
 INV_ELEV 
 Double 
8 
  
GPSOID 
 GPSOID 
 Integer 
4 
  
GPS_DATE 
 GPS_DATE 
 Date 
8 
  
GPS_TIME 
 GPS_TIME 
 String 
10 
  
GPS_HEIGHT 
 GPS_HEIGHT 
 Double 
8 
  
HORZ_PREC 
 HORZ_PREC 
 Double 
8 
  
VERT_PREC 
 VERT_PREC 
 Double 
8 
  
NORTHING 
 NORTHING 
 Double 
8 
  
EASTING 
 EASTING 
 Double 
8 
  
DATAFILE 
 DATAFILE 
 String 
20 
  
GPS_COMMENT 
 GPS_COMMENT 
 String 
30

SEWER CONTROL VALVE 
  
  
  
  
  
  
  
  
  
Field Name 
Alias Name 
Type 
Length 
Domain 
OBJECTID 
 OBJECTID 
 OID 
4 
  
SHAPE 
 SHAPE 
 Geometry 
0 
  
TYPE 
 TYPE 
 String 
25 
  
FEATUREOWNER 
 FEATUREOWNER 
 String 
20 
 WW_FEATUREOWNER 
LIFECYCLESTATUS 
 LIFECYCLESTATUS 
 String 
20 
 WW_LIFECYCLESTATUS 
SPATIALSOURCE 
 SPATIALSOURCE 
 String 
20 
 WW_SPATIALSOURCE 
DIAMETER 
 DIAMETER 
 String 
8 
  
GPSOID 
 GPSOID 
 Integer 
4 
  
GPS_DATE 
 GPS_DATE 
 Date 
8 
  
GPS_TIME 
 GPS_TIME 
 String 
10 
  
GPS_HEIGHT 
 GPS_HEIGHT 
 Double 
8 
  
HORZ_PREC 
 HORZ_PREC 
 Double 
8 
  
VERT_PREC 
 VERT_PREC 
 Double 
8 
  
NORTHING 
 NORTHING 
 Double 
8 
  
EASTING 
 EASTING 
 Double 
8 
  
DATAFILE 
 DATAFILE 
 String 
20 
  
GPS_COMMENT 
 GPS_COMMENT 
 String 
30

SEWER_FITTING 
  
  
  
  
  
  
  
  
  
Field Name 
Alias Name 
Type 
Length 
Domain 
OBJECTID 
 OBJECTID 
 OID 
4 
  
SHAPE 
 SHAPE 
 Geometry 
0 
  
FEATUREOWNER 
 FEATUREOWNER 
 String 
20 
 WW_FEATUREOWNER 
LIFECYCLESTATUS 
 LIFECYCLESTATUS 
 String 
20 
 WW_LIFECYCLESTATUS 
SPATIALSOURCE 
 SPATIALSOURCE 
 String 
20 
 WW_SPATIALSOURCE 
MATERIAL 
 MATERIAL TYPE 
 String 
20 
  
TYPE 
 TYPE 
 String 
30 
  
BEND 
 BEND 
 String 
20 
  
GPSOID 
 GPSOID 
 Integer 
4 
  
GPS_DATE 
 GPS_DATE 
 Date 
8 
  
GPS_TIME 
 GPS_TIME 
 String 
10 
  
GPS_HEIGHT 
 GPS_HEIGHT 
 Double 
8 
  
HORZ_PREC 
 HORZ_PREC 
 Double 
8 
  
VERT_PREC 
 VERT_PREC 
 Double 
8 
  
NORTHING 
 NORTHING 
 Double 
8 
  
EASTING 
 EASTING 
 Double 
8 
  
DATAFILE 
 DATAFILE 
 String 
20 
  
GPS_COMMENT 
 GPS_COMMENT 
 String 
30 
  
SIZE_ 
 SIZE OF FITTING 
 String 
20

SEWER_MANHOLE 
  
  
  
  
  
  
  
  
  
Field Name 
Alias Name 
Type 
Length 
Domain 
OBJECTID 
 OBJECTID 
 OID 
4 
  
SHAPE 
 SHAPE 
 Geometry 
0 
  
FEATUREOWNER 
 FEATUREOWNER 
 String 
25 
 WW_FEATUREOWNER 
LIFECYCLESTATUS 
 LIFECYCLESTATUS 
 String 
25 
 WW_LIFECYCLESTATUS 
SPATIALSOURCE 
 SPATIALSOURCE 
 String 
20 
 WW_SPATIALSOURCE 
LID 
 LID TYPE 
 String 
20 
  
TYPE 
 TYPE 
 String 
20 
 WW_MH_TYPE 
COVER_MATERIAL 
 COVER_MATERIAL 
 String 
25 
 
WW_MH_COVER_MATERIAL 
COVER_HOLE 
 COVER_HOLE 
 String 
25 
 WW_MH_COVER_HOLE 
COVER_SIZE 
 COVER_SIZE 
 String 
20 
 WW_MH_COVER_SIZE 
RIM_ELEV 
 RIM_ELEV 
 Double 
8 
  
INV_ELEV 
 INV_ELEV 
 Double 
8 
  
GPSOID 
 GPSOID 
 Integer 
4 
  
GPS_DATE 
 GPS_DATE 
 Date 
8 
  
GPS_TIME 
 GPS_TIME 
 String 
10 
  
GPS_HEIGHT 
 GPS_HEIGHT 
 Double 
8 
  
HORZ_PREC 
 HORZ_PREC 
 Double 
8 
  
VERT_PREC 
 VERT_PREC 
 Double 
8 
  
NORTHING 
 NORTHING 
 Double 
8 
  
EASTING 
 EASTING 
 Double 
8 
  
DATAFILE 
 DATAFILE 
 String 
20 
  
GPS_COMMENT 
 GPS_COMMENT 
 String 
30 
  
LINER 
 LINER 
 String 
50 
 WW_MH_LINER 
WALL_MATERIAL 
 WALL_MATERIAL 
 String 
50 
 WW_MH_WALL_MATERIAL

SEWER_MISC 
  
For any Miscellaneous features 
  
  
  
  
  
Field Name 
Alias Name 
Type 
Length 
Domain 
OBJECTID 
 OBJECTID 
 OID 
4 
  
SHAPE 
 SHAPE 
 Geometry 
0 
  
SPATIALSOURCE 
 SPATIALSOURCE 
 String 
20 
  
MATERIAL 
 MATERIAL 
 String 
20 
  
TYPE 
 TYPE 
 String 
30 
  
BEND 
 BEND 
 String 
20 
  
NOTES 
 NOTES 
 String 
255 
  
GPSOID 
 GPSOID 
 Integer 
4 
  
GPS_DATE 
 GPS_DATE 
 Date 
8 
  
GPS_TIME 
 GPS_TIME 
 String 
10 
  
GPS_HEIGHT 
 GPS_HEIGHT 
 Double 
8 
  
HORZ_PREC 
 HORZ_PREC 
 Double 
8 
  
VERT_PREC 
 VERT_PREC 
 Double 
8 
  
NORTHING 
 NORTHING 
 Double 
8 
  
EASTING 
 EASTING 
 Double 
8 
  
DATAFILE 
 DATAFILE 
 String 
20 
  
GPS_COMMENT 
 GPS_COMMENT 
 String 
30 
  
SIZE_ 
 SIZE_ 
 String 
20

Sewer Domains: 
Domain name 
 WW_FEATUREOWNER 
COC  
 COC 
PRIVATE  
 PRIVATE 
TOG  
 TOG 
UNKNOWN  
 UNKNOWN 
  
  
Domain name 
 WW_SPATIALSOURCE 
GPS  
 GPS 
ASBUILT  
 ASBUILT 
UNKNOWN  
 UNKNOWN 
  
  
Domain name 
 WW_MH_COVER_HOLE 
UNKNOWN  
 UNKNOWN 
SEALED  
 SEALED 
  
  
Domain name 
 WW_MH_LINER 
CAST-IN-PLACE  
 CAST-IN-PLACE 
CEMENTITIOUS  
 CEMENTITIOUS 
COMPOSITE  
 COMPOSITE 
CURED-IN-PLACE  
 CURED-IN-PLACE 
EPOXY  
 EPOXY 
FR PLASTIC INSERT  
 FR PLASTIC INSERT 
FR POLYMER INSERT  
 FR POLYMER INSERT 
INSERT  
 INSERT 
UNKNOWN  
 UNKNOWN 
  
  
Domain name 
 WW_LIFECYCLESTATUS 
ABANDONED  
 ABANDONED 
ACTIVE  
 ACTIVE 
INACTIVE  
 INACTIVE 
PULLED  
 PULLED 
UNKNOWN  
 UNKNOWN 
 
 
 
Domain name 
 
WW_MH_COVER_MATERIAL 
ALUMINUM  
 ALUMINUM 
CASTIRON  
 CASTIRON 
HDPE COMPOSITE - CAP   HDPE COMPOSITE - CAP 
HDPE COMPOSITE - EJ  
 HDPE COMPOSITE - EJ 
HDPE COMPOSITE - 
HD20  
 HDPE COMPOSITE - HD20 
STEEL  
 STEEL 
UNKNOWN  
 UNKNOWN 
  
  
Domain name 
 WW_MH_COVER_SIZE 
0 
 Unknown 
4 
4 
6 
6 
8 
8 
22 
22 
24 
24 
26 
26 
28 
28 
30 
30 
32 
32 
38 
38 
48 
48 
60 
60 
  
  
Domain name 
 WW_MH_WALL_MATERIAL 
NONE  
 NONE 
COMPOSITE  
 COMPOSITE 
UNKNOWN  
 UNKNOWN 
CONCRETE  
 CONCRETE 
POURED  
 POURED 
TLOCK  
 TLOCK 
PRECAST  
 PRECAST 
BRICK  
 BRICK

Domain name 
 WW_MH_TYPE 
0 
 UNKNOWN 
1 
 SANITARY SEWER 
2 
 ARV

DATA DICTIONARY: 
 
 
RECLAIM

RECLAIM_FITTING 
  
  
  
  
  
  
  
  
  
Field Name 
Alias Name 
Type 
Length 
Domain 
OBJECTID 
 OBJECTID 
 OID 
4 
  
SHAPE 
 SHAPE 
 Geometry 
0 
  
FEATUREOWNER 
 FEATUREOWNER 
 String 
20 
 RWS_FEATUREOWNER 
LIFECYCLESTATUS 
 LIFECYCLESTATUS 
 String 
20 
 RWS_LIFECYCLESTATUS 
SPATIALSOURCE 
 SPATIALSOURCE 
 String 
20 
 RWS_SPATIALSOURCE 
MATERIAL 
 MATERIAL 
 String 
20 
 RWS_MAIN_OR_SERVICE_MATERIAL 
DIAMETER1 
 DIAMETER1 
 String 
8 
 RWS_FITTING_DIAMETER 
DIAMETER2 
 DIAMETER2 
 String 
8 
 RWS_FITTING_DIAMETER 
TYPE 
 TYPE 
 String 
30 
 RWS_FITTING_TYPE 
BEND 
 BEND 
 String 
20 
 RWS_FITTING_BEND 
GPSOID 
 GPSOID 
 Integer 
4 
  
GPS_DATE 
 GPS_DATE 
 Date 
8 
  
GPS_TIME 
 GPS_TIME 
 String 
10 
  
GPS_HEIGHT 
 GPS_HEIGHT 
 Double 
8 
  
HORZ_PREC 
 HORZ_PREC 
 Double 
8 
  
VERT_PREC 
 VERT_PREC 
 Double 
8 
  
NORTHING 
 NORTHING 
 Double 
8 
  
EASTING 
 EASTING 
 Double 
8 
  
GPS_COMMENT 
 GPS_COMMENT 
 String 
30

RECLAIM_MISC_STRUCT 
  
  
  
  
  
  
  
  
  
Field Name 
Alias Name 
Type 
Length 
Domain 
OBJECTID 
 OBJECTID 
 OID 
4 
  
SHAPE 
 SHAPE 
 Geometry 
0 
  
TYPE 
 SUBTYPE 
 String 
20 
  
GPSOID 
 GPSOID 
 Integer 
4 
  
GPS_DATE 
 GPS_DATE 
 Date 
8 
  
GPS_TIME 
 GPS_TIME 
 String 
10 
  
GPS_HEIGHT 
 GPS_HEIGHT 
 Double 
8 
  
HORZ_PREC 
 HORZ_PREC 
 Double 
8 
  
VERT_PREC 
 VERT_PREC 
 Double 
8 
  
NORTHING 
 NORTHING 
 Double 
8 
  
EASTING 
 EASTING 
 Double 
8 
  
GPS_COMMENT 
 GPS_COMMENT 
 String 
50 
  
NOTES 
 Notes 
 String 
150

RECLAIM_MANHOLE 
  
  
  
  
  
  
  
  
  
Field Name 
Alias Name 
Type 
Length 
Domain 
OBJECTID 
 OBJECTID 
 OID 
4 
  
SHAPE 
 SHAPE 
 Geometry 
0 
  
FEATUREOWNER 
 FEATUREOWNER 
 String 
20 
 RWS_FEATUREOWNER 
LIFECYCLESTATUS 
 LIFECYCLESTATUS 
 String 
20 
 RWS_LIFECYCLESTATUS 
SPATIALSOURCE 
 SPATIALSOURCE 
 String 
20 
 RWS_SPATIALSOURCE 
ACCESSDIAMETER 
 ACCESSDIAMETER 
 String 
8 
 RWS_GROUNDTYPE 
GROUNDTYPE 
 GROUNDTYPE 
 String 
20 
  
COVERMATERIAL 
 COVERMATERIAL 
 String 
10 
  
COVERTYPE 
 COVERTYPE 
 String 
8 
  
GPSOID 
 GPSOID 
 Integer 
4 
  
GPS_DATE 
 GPS_DATE 
 Date 
8 
  
GPS_TIME 
 GPS_TIME 
 String 
10 
  
GPS_HEIGHT 
 GPS_HEIGHT 
 Double 
8 
  
HORZ_PREC 
 HORZ_PREC 
 Double 
8 
  
VERT_PREC 
 VERT_PREC 
 Double 
8 
  
NORTHING 
 NORTHING 
 Double 
8 
  
EASTING 
 EASTING 
 Double 
8 
  
GPS_COMMENT 
 GPS_COMMENT 
 String 
30

RECLAIM SYSTEM VALVE 
  
  
  
  
  
  
  
  
  
Field Name 
Alias Name 
Type 
Length 
Domain 
OBJECTID 
 OBJECTID 
 OID 
4 
  
SHAPE 
 SHAPE 
 Geometry 
0 
  
FEATUREOWNER 
 FEATURE OWNER 
 String 
20 
 RWS_FEATUREOWNER 
LIFECYCLESTATUS 
 LIFECYCLE STATUS 
 String 
20 
 RWS_LIFECYCLESTATUS 
SPATIALSOURCE 
 SPATIAL SOURCE 
 String 
20 
 RWS_SPATIALSOURCE 
TYPE 
 TYPE 
 String 
25 
 RWS_SYSVAL_TYPE 
VALVETYPE 
 VALVE TYPE 
 String 
10 
 RWS_SYSVAL_VALVETYPE 
FUNCTION 
 FUNCTION 
 String 
25 
 RWS_SYSVAL_FUNCTION 
GROUNDTYPE 
 GROUNDTYPE 
 String 
25 
 RWS_SYSVAL_GROUNDTYPE 
GPSOID 
 GPS OBJECTID 
 Integer 
4 
  
GPS_DATE 
 GPS DATE 
 Date 
8 
  
GPS_TIME 
 GPS TIME 
 String 
10 
  
GPS_HEIGHT 
 GPS HEIGHT 
 Double 
8 
  
HORZ_PREC 
 HORZ PREC 
 Double 
8 
  
VERT_PREC 
 VERT PREC 
 Double 
8 
  
NORTHING 
 NORTHING 
 Double 
8 
  
EASTING 
 EASTING 
 Double 
8 
  
GPS_COMMENT 
 GPS COMMENT 
 String 
30 
  
WO_ZONE 
 WO ZONE 
 Double 
8 
  
DIAMETER 
 DIAMETER 
 Double 
8 
 RWS_SYSVAL_DIAM 
WO_CAT_CODE 
 WO_CAT_CODE 
 String 
10

Reclaim Domains: 
 
Domain name 
 RWS_SYSVAL_VALVETYPE 
BALL  
 BALL 
BUTTERFLY  
 BUTTERFLY 
GATE  
 GATE 
INSERTA  
 INSERTA 
UNKNOWN  
 UNKNOWN 
  
  
Domain name 
 RWS_SYSVAL_FUNCTION 
ARV  
 ARV 
INLINE  
 INLINE 
PUMPOUT  
 PUMPOUT 
PUMPSTATION  
 PUMPSTATION 
SERVICE  
 SERVICE 
STUBOUT  
 STUBOUT 
UNKNOWN  
 UNKNOWN 
VAULT  
 VAULT 
  
  
Domain name 
 RWS_SYSVAL_TYPE 
ARV  
 ARV 
BLOWOFF  
 BLOWOFF 
STANDARD  
 STANDARD 
  
  
Domain name 
 RWS_FEATUREOWNER 
COC  
 CHANDLER 
COM  
 MESA 
INTEL  
 INTEL 
OCA  
 OCA 
OMG  
 OMG 
PRIVATE  
 PRIVATE 
SRP  
 SRP 
TOG  
 GILBERT 
UNKNOWN  
 UNKNOWN 
 
Domain name 
 RWS_FITTING_BEND 
HORIZONTAL  
 HORIZONTAL 
VERTICAL  
 VERTICAL 
  
  
Domain name 
 RWS_MAIN_OR_SERVICE_MATERIAL 
AC  
 AC 
CC  
 CC 
CI  
 CI 
CU  
 COPPER 
DI  
 DI 
PVC  
 PVC 
UNKNOWN  
 UNKNOWN 
  
  
Domain name 
 RWS_FITTING_TYPE 
11B  
 11B 
22B  
 22B 
45B  
 45B 
90B  
 90B 
COUPLING  
 COUPLING 
CROSS  
 CROSS 
ENDCAP  
 ENDCAP 
LINESTOP  
 LINESTOP 
MECHANICAL 
JOINT  
 MECHANICAL JOINT 
OTHER  
 OTHER 
RECHARGE WELL  
 RECHARGE WELL 
REDUCER  
 REDUCER 
SADDLE  
 SADDLE 
TAPPING SLEEVE  
 TAPPING SLEEVE 
TEE  
 TEE 
UNKNOWN  
 UNKNOWN 
WYE  
 WYE

Domain name 
 RWS_SPATIALSOURCE 
ASBUILT  
 ASBUILT 
FIELD  
 FIELD 
GPS  
 GPS 
ORTHOPHOTO  
 ORTHOPHOTO 
UNKNOWN  
 UNKNOWN 
  
  
Domain name 
 RWS_LIFECYCLESTATUS 
ABANDONED  
 ABANDONED 
ACTIVE  
 ACTIVE 
INACTIVE  
 INACTIVE 
REMOVED  
 REMOVED 
UNKNOWN  
 UNKNOWN 
  
  
Domain name 
 RWS_SYSVAL_DIAM 
1.5 
1.5 
2 
2 
3 
3 
4 
4 
6 
6 
8 
8 
10 
10 
12 
12 
16 
16 
20 
20 
24 
24 
30 
30 
36 
36 
42 
42 
48 
48 
9999 
 UNKNOWN 
 
 
 
 
Domain name 
 RWS_GROUNDTYPE 
ASPHALT  
 ASPHALT 
CONCRETE  
 CONCRETE 
DIRT  
 DIRT 
UNKNOWN  
 UNKNOWN 
 
Domain name 
 RWS_SYSVAL_GROUNDTYPE 
ASPHALT  
 ASPHALT 
CONCRETE  
 CONCRETE 
LANDSCAPE  
 LANDSCAPE 
UNKNOWN  
 UNKNOWN 
  
  
Domain name 
 RWS_FITTING_DIAMETER 
0.63 
0.63 
0.75 
0.75 
1 
1 
1.25 
1.25 
1.5 
1.5 
2 
2 
2.5 
2.5 
3 
3 
4 
4 
6 
6 
8 
8 
10 
10 
12 
12 
15 
15 
16 
16 
18 
18 
20 
20 
24 
24 
30 
30 
36 
36 
42 
42 
48 
48

May 2022 
  
City of Chandler 
21-047 
01090-1 
Chandler Heights Road Utility Relocations 
SECTION 01090 
REFERENCE STANDARDS/ABBREVIATIONS 
PART 1 - GENERAL 
1.1       SUMMARY 
 
A. This Section lists many of the construction industry organizations, professional 
and technical associations, societies and institutes, and government agencies 
issuing, promoting, or enforcing standards to which references may be made in 
the Contract Document, along with the abbreviations commonly used for those 
references.  Also included are certain general requirements for the use of industry 
standards specified and for application of the standards in quality control. 
1.2       USE OF REFERENCE STANDARDS 
A. Work specified by reference to the published standard or specification of a 
government agency, technical association, trade association, professional society 
or institute, testing agency, or other organization shall conform to, or surpass the 
minimum standards of quality for materials and workmanship established by the 
designated standard or specification. 
B. Where so specified, products or workmanship shall also conform to the additional 
prescriptive or performance requirements included within the Contract 
Documents to establish a higher or more stringent standard of quality than that 
required by the referenced standard. 
C. Where the specific date or issue of the standard is not included with the reference 
to the standard, the edition, including all amendments published and available on 
the first published date of the Invitation to Bid, shall apply. 
D. Where two or more standards are specified to establish quality, the product, and 
workmanship shall conform to or surpass the requirements of both. 
E. In case of conflict between referenced standards, the more stringent shall apply. 
F. Where both a standard and a brand name are specified for a product in the 
Contract Document, the proprietary product named shall conform to or surpass 
the requirements of the specified reference standard.  The listing of a trade name 
in a Contract Document shall not be construed a warranting that such product 
conforms to the respective reference standard. 
G. Copies of Standards: 
1. 
Copies of applicable referenced standards have not been bound in this 
Contract Document.

May 2022 
  
City of Chandler 
21-047 
01090-2 
Chandler Heights Road Utility Relocations 
2. 
Where copies of standards are needed by the CONTRACTOR for 
superintendence and quality control of the Work, obtain a copy or copies 
directly from the publication source and maintain in an orderly manner at the 
job site, available to the CONTRACTOR'S personnel, subcontractors, 
OWNER, and ENGINEER. 
3. 
Submittals:  Submit for approval the requests to use products conforming to 
printed standards or publications with a different publication date from that 
effective under the Contract.  Clearly indicate the changes in product or 
workmanship quality involved in the proposed change, if any, and reasons for 
the request. 
1.3       ABBREVIATIONS 
A. Abbreviations for trade organizations and government agencies.  The following is 
a list of construction industry organizations and government agencies to which 
references may be made in the Contract Document, with abbreviations used. 
 
 
 
AA 
Aluminum Association 
 
 
AAMA 
American Architectural Manufacturers Association 
 
 
AAMA 
Architectural Aluminum Manufacturers' Association 
 
 
AASHTO 
American Association of State Highway and Transportation Officials 
 
 
ABPA 
Acoustical and Board Products Association 
 
 
ACI 
American Concrete Institute 
 
 
ADA 
Americans With Disabilities Act 
 
 
ADEQ 
Arizona Department of Environmental Quality 
 
 
ADHS 
Arizona Department of Health Services 
  
 
AFBMA 
Anti-Friction Bearing Manufacturers' Association 
 
 
AGA 
American Gas Association 
 
 
AGC 
Associated General Contractors 
 
 
AGMA 
American Gear Manufacturers' Association 
 
 
AHC 
Architectural Hardware Consultant 
 
 
AI 
Asphalt Institute 
 
 
AIA 
American Institute of Architects 
 
 
AIA 
American Insurance Association 
 
 
AIEE 
American Institute of Electrical Engineers 
 
 
AISC 
American Institute of Steel Construction 
 
 
AISI 
American Iron and Steel Institute 
 
 
AITC 
American Institute of Timber Construction 
 
 
ALS 
American Lumber Standards 
 
 
AMCA 
Air Moving and Conditioning Association 
 
 
AMG 
Arizona Masonry Guild 
 
 
ANSI 
American National Standards Institute 
 
 
APA 
American Plywood Association 
 
 
API 
American Petroleum Institute 
 
 
AREA 
American Railway Engineering Association 
 
 
ARI 
Air Conditioning and Refrigeration Institute

May 2022 
  
City of Chandler 
21-047 
01090-3 
Chandler Heights Road Utility Relocations 
 
 
ARMA 
Asphalt Roofing Manufacturers Association 
 
 
ASAE 
American Society of Agricultural Engineers 
 
 
ASCE 
American Society of Civil Engineers 
 
 
ASHRAE 
American Society of Heating, Refrigerating, and Air Conditioning 
Engineers, Inc. 
 
 
ASME 
American Society of Mechanical Engineers 
 
 
ASTM 
American Society for Testing and Materials 
 
 
AWI 
Architectural Woodwork Institute 
 
 
AWPA 
American Wood Preservers' Association 
 
 
AWPB 
American Wood Preservers Bureau 
 
 
AWPI 
American Wood Preservers' Institute 
 
 
AWS 
American Welding Society 
 
 
AWSC 
American Welding Society Code 
 
 
AWI 
Architectural Woodwork Institute 
 
 
AWWA 
American Water Works Association 
 
 
 
BHMA 
Builders Hardware Manufacturers' Association 
 
 
BIA 
Brick Institute of America 
 
 
 
CBMA 
Certified Ballast Manufacturers' Association 
 
 
CDA 
Copper Development Association 
 
 
CGA 
Compressed Gas Association 
 
 
CISPI 
Cast Iron Soil Pipe Institute 
 
 
CLFMI 
Chain Link Fence Manufacturer's Institute 
 
 
CMAA 
Crane Manufacturers' Association of America 
 
 
CRA 
California Redwood Association 
 
 
CRSI 
Concrete Reinforcing Steel Institute 
 
 
CS 
Commercial Standards 
 
 
CSI 
Construction Specifications Institute 
 
 
CTI 
Cooling Tower Institute 
 
 
 
FGMA 
Flat Glass Manufacturer's Association 
 
 
FIA 
Factory Insurance Association 
 
 
FM 
Factory Mutual 
 
 
FS 
Federal Specification 
 
 
FTI 
Facing Tile Institute 
 
 
 
GA 
Gypsum Association 
 
 
 
HI 
Hydraulic Institute 
 
 
HMI 
Hoist Manufacturers' Institute 
 
 
 
ICBO 
International Conference of Building Officials 
 
 
ICEA 
Insulated Cable Engineers' Association 
 
 
IEEE  
Institute of Electrical and Electronics Engineers, Inc. 
 
 
IES 
Illuminating Engineering Society

May 2022 
  
City of Chandler 
21-047 
01090-4 
Chandler Heights Road Utility Relocations 
 
 
ISA 
Instrument Society of America 
 
 
 
JIC 
Joint Industry Conferences of Hydraulic Manufacturers 
 
 
 
LIA 
Lead Industries Association 
 
 
 
MAG 
Maricopa Association of Governments 
 
 
MIA 
Marble Institute of America 
 
 
MIA 
Masonry Institute of America 
 
 
MLMA 
Metal Lath Manufacturers Association 
 
 
MS 
Military Specifications 
 
 
MMA 
Monorail Manufacturers' Association 
 
 
 
NAAMM 
National Association of Architectural Metal Manufacturers 
 
 
NBFU 
National Board of Fire Underwriters 
 
 
NBHA 
National Builders' Hardware Association 
 
 
NBS 
National Bureau of Standards 
 
 
NCMA 
National Concrete Masonry Association 
 
 
NEC 
National Electrical Code 
 
 
NEMA 
National Electrical Manufacturers' Association 
 
 
NESC 
National Electric Safety Code 
 
 
NFPA 
National Fire Protection Association 
 
 
NFPA 
National Forest Products Association 
 
 
NGA 
National Glass Association 
 
 
NHLA 
National Hardwood Lumber Association 
 
 
NKCA 
National Kitchen Cabinet Association 
 
 
NLMA 
National Lumber Manufacturers' Association 
 
 
NMWIA 
National Mineral Wool Insulation Association 
 
 
NSF 
National Sanitation Foundation 
 
 
NTMA 
National Terrazzo and Mosaic Association 
 
 
NWMA 
National Woodwork Manufacturers' Association 
 
 
 
OECI 
Overhead Electrical Crane Institute 
 
 
OSHA 
Occupational Safety and Health Administration (both Federal and 
State) 
 
 
 
PCA 
Portland Cement Association 
 
 
PCI 
Pre-cast Concrete Institute 
 
 
PDI 
Plumbing Drainage Institute 
 
 
PEI 
Porcelain Enamel Institute 
 
 
PS 
Product Standards Section - U.S. Department of Commerce 
 
 
 
RLM 
RLM Standards Institute, Inc. 
 
 
RMA 
Rubber Manufacturers' Association 
 
 
 
SAE 
Society of Automotive Engineers

May 2022 
  
City of Chandler 
21-047 
01090-5 
Chandler Heights Road Utility Relocations 
 
 
SDI 
Steel Deck Institute 
 
 
SDI 
Steel Door Institute 
 
 
SIGMA 
Sealed Insulating Glass Manufacturing Association 
 
 
SJI 
Steel Joist Institute 
 
 
SMACNA Sheet Metal and Air Conditioning Contractors National Association 
 
 
SSPC 
Steel Structures Painting Council 
 
 
SWI 
Steel Window Institute 
 
 
 
TEMA 
Tubular Exchanger Manufacturers' Association 
 
 
TCA 
Tile Council of America 
 
 
TIMA 
Thermal Insulation Manufacturers Association 
 
 
TPI 
Truss Plate Institute 
 
 
 
UBC 
Uniform Building Code 
 
 
UFC 
Uniform Fire Code 
 
 
UL 
Underwriters' Laboratories, Inc. 
 
 
USDA 
United States Department of Agriculture 
 
 
USPS 
United States Postal Service 
 
 
 
VI 
Vermiculite Institute 
 
 
 
WCLA 
West Coast Lumberman's Association 
 
 
WCLB 
West Coast Lumber Bureau 
 
 
WCLIB 
West Coast Lumber Inspection Bureau 
 
 
WIA 
Woodwork Institute of Arizona 
 
 
WPOA 
Western Plumbing Officials Association 
 
 
WWPA 
Western Wood Products Association 
PART 2 - PRODUCTS (NOT USED) 
PART 3 - EXECUTION (NOT USED) 
++  END OF SECTION  ++

May 2022 
  
City of Chandler 
21-047 
01143-1 
Chandler Heights Road Utility Relocations 
SECTION 01143 
COORDINATION WITH OWNER'S OPERATIONS 
PART 1 - GENERAL 
1.1       DESCRIPTION 
A. The intent of this Section is to provide CONTRACTOR a sequence to perform the 
Work in such a manner that continuous, uninterrupted access to the businesses 
and property owners is maintained operational throughout the construction period. 
B. Except for the construction hours specified in this Section, CONTRACTOR'S 
means and methods shall be implemented such that the traffic lanes shall remain 
in continuous satisfactory operation during the entire construction period.  Work 
shall be so scheduled and conducted by CONTRACTOR such that it shall not 
impede any hindrances to the public and businesses.  In performing the Work 
shown and specified, CONTRACTOR shall plan and schedule the Work to meet 
both the constraints outlined in this Section and the latest City of Chandler Traffic 
Barricade Design Technical Design Manual. 
C. Work not specifically covered in Section 01010, Summary of Work, or in the 
following paragraphs may, in general, subject to the operating requirements 
outlined in this Section.   
1.2       OVERTIME 
A. All overtime work by CONTRACTOR necessary to conform to the requirements 
of this Section shall be performed by CONTRACTOR at no additional cost to the 
OWNER and shall be performed in accordance with the General Conditions.  
CONTRACTOR shall make no claims for extra compensation as a result thereof. 
B. PRODUCTS (NOT USED) 
PART 2 - EXECUTION 
2.1       COORDINATION DESCRIPTION 
A. All traffic control plans shall be in accordance with the latest City of Chandler 
Traffic Barricade Design Technical Manual and shall be approved by the City 
Traffic Inspector prior to any construction. 
B. Potable and Reclaimed Water Piping Tie-In: 
1. 
The CONTRACTOR shall prepare a plan with scheduling, means and 
methods, disinfection, and the proposed connections at each tie-in.  The tie-in

May 2022 
  
City of Chandler 
21-047 
01143-2 
Chandler Heights Road Utility Relocations 
plans shall be approved by the OWNER 30 days prior to starting the first 
water lateral tie-in.  
2. 
Prior to any tie-in, CONTRACTOR shall coordinate with OWNER or 
ENGINEER to schedule valve closure.  
   
3. 
Work may occur at night or during the weekend to ensure minimal disruption 
to businesses. 
C. Sewer Piping Tie-In: 
1. 
CONTRACTOR shall coordinate all sewer bypass pumping operations with 
the City of Chandler per Section 02145, Diversion of Sewage Flow and 
Dewatering. The CONTRACTOR shall notify the OWNER 72 hours prior to 
bypassing the pipeline. 
++  END OF SECTION  ++

May 2022 
  
City of Chandler 
21-047 
01300-1 
Chandler Heights Road Utility Relocations 
SECTION 01300 
SUBMITTALS 
PART 1 - GENERAL 
1.1       SUMMARY 
A. The CONTRACTOR shall include a completed transmittal form for all submittals.  
Transmittal forms will be furnished to CONTRACTOR by CONSTRUCTION 
MANAGER.  Submittals shall be sent to the CONSTRUCTION MANAGER. 
1.2       SECTION INCLUDES 
A. Shop Drawings. 
B. Testing results. 
C. Construction photographs. 
D. Record Drawings. 
 
 
1.3       SHOP DRAWINGS 
A. The CONTRACTOR shall submit Shop Drawings for the equipment and materials 
specified herein to CONSTRUCTION MANAGER.  
B. CONSTRUCTION MANAGER shall return electronic Shop Drawings to 
CONTRACTOR within three (3) weeks of receipt by CONSTRUCTION 
MANAGER per General Conditions Section 4.7.3.10. 
C. The CONTRACTOR may request submittals be reviewed up to two times for each 
equipment or construction material item, regardless of manufacturer or supplier, by 
the CONSTRUCTION MANAGER. 
D. Each Shop Drawing submittal shall include an electronic copy of the relevant 
Specification Section.  Each and every paragraph of the Specification Section shall 
be clearly marked to indicate whether the requirements for equipment and/or services 
in the Specification Section are met.  If clarifications are needed to any of the 
paragraphs in the Specification Section, they shall be addressed next to the paragraph 
or in an attached letter as such and explained further with any additional information 
necessary.  If any exceptions and/or deviations are proposed to any of the 
Specifications, they shall be clearly noted as such in the submittal, and an 
explanation of any deviation and/or exception shall be provided. The

May 2022 
  
City of Chandler 
21-047 
01300-2 
Chandler Heights Road Utility Relocations 
CONTRACTOR shall furnish equipment and/or services as specified if an exception 
and/or deviation is rejected. 
E. The CONTRACTOR will be held responsible for any delay in progress of the Work 
due to resubmittal of Shop Drawings.  Time for completion of the Contract will not 
be extended due to CONTRACTOR’s failure to promptly submit complete and 
acceptable Shop Drawings, product data and samples. 
F. Do not execute Work required by Shop Drawings until accepted Shop Drawings are 
received from CONSTRUCTION MANAGER. 
G. Before submitting Shop Drawings for review, CONTRACTOR shall check Shop 
Drawings for accuracy, ascertain that all Work contiguous with and having bearing 
on other Work shown on Shop Drawings is accurately drawn, and that Work shown 
is in conformity with Contract requirements.  The CONTRACTOR is responsible for 
all submittals from subcontractors and suppliers. 
H. All such Drawings and details, when submitted, must bear the stamp of approval of 
CONTRACTOR, bearing checked data, as evidence that such Drawings and details 
have been checked by the CONTRACTOR.  Said "stamp" shall clearly state that the 
CONTRACTOR has checked the Drawings by providing signature certification. Any 
Drawings submitted without such executed stamp of approval, or whenever it is 
evident (despite the stamp) that the Drawings have not been checked, they will be 
returned to the CONTRACTOR for resubmission and will not be considered.  In such 
event, it will be deemed that CONTRACTOR has not complied with this provision 
and the CONTRACTOR shall bear risk of all delays to the same extent as if no 
Drawings or details had been submitted. 
I. 
The CONTRACTOR shall prepare composite Drawings and installation layouts, 
when required to solve tight field conditions.  Such Drawings shall consist of 
dimensioned plans and elevations, and must give complete information particularly 
as to size and location of sleeves, inserts, attachments, openings, conduits, ducts, 
boxes, structural interferences, etc.  These composite drawings and installation 
layouts shall be coordinated in the field by the CONTRACTOR and his 
subcontractors for proper relationship to the Work of other trades, based on field 
conditions, and shall be checked and approved by them before submission to the 
CONSTRUCTION MANAGER  for his final review.  The CONTRACTOR shall 
have competent technical personnel readily available for such coordinating and 
checking, as well as for supervision of field installation of Work as per the Drawings 
and installation layouts, which have been previously determined by him to be correct 
and carry the CONSTRUCTION MANAGER’s review stamp. 
J. 
Submission of Shop Drawings (in either original submission or when resubmitted 
with corrections) constitute evidence that the CONTRACTOR has checked all 
information thereon, and that he accepts and is willing to perform the Work as shown 
in a workmanlike manner and in accordance with best standard practice.

May 2022 
  
City of Chandler 
21-047 
01300-3 
Chandler Heights Road Utility Relocations 
K. Cost of any changes in construction due to improper checking and coordination by 
the CONTRACTOR shall be paid for by the CONTRACTOR, and the 
CONTRACTOR shall be responsible for all additional costs, including coordination. 
L. Each Drawing or page must include all information as required by General Condition 
Section 4.7.3.4.  
M. The CONSTRUCTION MANAGER shall provide the CONTRACTOR with a form 
to accompany the Shop Drawings. 
N. If Shop Drawings show variations from Contract Documents because of standard 
shop practice or other reasons, make specific mention of such variations in the 
transmittal form. 
O. Shop Drawings review will be general.  It shall not relieve the CONTRACTOR of 
responsibility for accuracy of such Shop Drawings, nor proper fitting, construction of 
Work, furnishing of materials, or Work required by Contract Documents and not 
indicated on Shop Drawings. Shop Drawings review shall not be construed as 
approving departures from Contract Documents. 
P. Review of Shop Drawings and schedules shall not relieve the CONTRACTOR from 
responsibility for any violation indicated on such Drawings or schedules of local, 
County, State, or Federal laws, rules, ordinances, or rules and regulations of 
commissions, boards or other authorities or utilities having jurisdiction. 
Q. When product data, consisting of manufacturer's printed literature, is required to be 
submitted to CONSTRUCTION MANAGER, it shall be submitted in original form.  
Any fading type of reproduction will not be accepted. 
1.4       CONSTRUCTION PHOTOGRAPHS 
A. Per City of Chandler Contract Requirements. 
1.5       TESTING RESULTS 
A. CONTRACTOR shall furnish to CONSTRUCTION MANAGER copies of all 
testing results for all tests as required in the General Condition Section 4.7. 
1.6       RECORD DRAWINGS 
A. CONTRACTOR shall update Record Drawings as required by General Conditions 
Section 4.8.

May 2022 
  
City of Chandler 
21-047 
01300-4 
Chandler Heights Road Utility Relocations 
PART 2 - PRODUCTS (NOT USED) 
PART 3 - EXECUTION (NOT USED) 
++  END OF SECTION  ++

May 2022 
  
City of Chandler 
21-047 
01710-1 
Chandler Heights Road Utility Relocations 
SECTION 01710 
CLEANING 
PART 1 - GENERAL 
1.1       SUMMARY 
A. This Section outlines requirements for cleaning of the Project Work.  This Section 
is complementary to the General Conditions and nothing herein shall be 
considered to waive any requirements of the General Conditions. 
1.2       REQUIREMENTS OF REGULATORY AGENCIES 
A. Safety and Insurance Standards:  Maintain Project in accordance with the 
following safety and insurance standards: 
1. 
State Industrial Commission of Arizona (OSHA). 
B. Fire Protection:  Store volatile waste in covered metal containers and remove 
from premises daily. 
C. Pollution Control:  Conduct cleanup and disposal operations to comply with local 
ordinances and anti-pollution laws.  Burning or burying of rubbish and waste 
material on the Project site is not permitted.  Disposal of volatile fluid waste (such 
as mineral spirits, oil, or paint thinner) in storm or sanitary sewer systems or into 
streams or waterways is not permitted. 
PART 2 - PRODUCTS (NOT USED) 
PART 3 - EXECUTION 
3.1       DURING CONSTRUCTION 
A. During the construction period, the material to be used in the Work shall be kept 
in an orderly manner, neatly stacked or piled. 
B. Clean up frequently (at least weekly) all refuse, rubbish, scrap materials, and 
debris caused by operations, to the end that at all times the site of the Work shall 
present a neat, orderly, and workmanlike appearance.  Sprinkle dusty debris with 
water. 
C. Provide for the disposal of all waste products, trash, debris, etc., and make 
necessary arrangement for legal disposal of same off the site.  Never throw

May 2022 
  
City of Chandler 
21-047 
01710-2 
Chandler Heights Road Utility Relocations 
rubbish from windows or other parts of building.  Lower waste materials in a 
controlled manner with as few handling as possible. 
D. Remove all surplus material, false-work, temporary structures, including 
foundations thereof, plant of any description and debris of every nature resulting 
from operations and put the site in a neat, orderly condition. 
E. Remove carpentry nails, pieces of rebar, pieces of cut metal, metal strapping, and 
pieces of wood. Wire (bare or insulated), shall also be recovered from the ground 
at the end of each day. 
F. General contractor shall provide trash gondolas or containers for use by all trades.  
3.2       FINAL CLEANING 
A. Use experienced workmen or professional cleaners for final cleaning.  Provide 
adequate ventilation during use of volatile or noxious substances. 
B. All existing improvements, inside or outside the property that are disturbed, 
damaged, or destroyed by the Work under the Contract, shall be restored to the 
condition in which they originally were, or to the satisfaction of the OWNER. 
C. CONTRACTOR shall clean all sidewalks by power washing to remove tire trend 
marks. 
++  END OF SECTION  ++

May 2022 
  
City of Chandler 
21-047 
02100-1 
Chandler Heights Road Utility Relocations 
SECTION 02100 
SITE PREPARATION 
PART 1 - GENERAL 
1.1       SUMMARY 
 
A. Prepare the construction site for new construction. 
1.2       SECTION INCLUDES 
A. Protection of certain existing trees and vegetation. 
B. Clearing and grubbing. 
C. Removing below grade improvements (including stumps). 
D. Installing and maintaining barricades and warning signs. 
E. All other miscellaneous items of Work required to complete the site preparation.  
1.3       PROJECT CONDITIONS 
A. Traffic:  Conduct site-clearing operations to ensure minimum interference with 
roads, streets, walks, and other adjacent occupied or used facilities.  Do not close 
or obstruct streets, walks, or other occupied or used facilities without permission 
from authorities having jurisdiction. 
B. Protection of Existing Improvements:  Provide protection as necessary to prevent 
damage to existing improvements indicated to remain in place. 
1. 
Protect improvements on adjoining properties and OWNER'S property. 
2. 
Restore damaged improvements to their original or better condition, as 
acceptable to OWNER. 
C. Protection of Existing Trees and Vegetation: 
1. 
Existing vegetation in the field not scheduled for removal shall be 
undisturbed by the CONTRACTOR.  The CONTRACTOR shall NOT 
remove from the site any plants unless specifically approved by the 
CONSTRUCTION MANAGER. 
2. 
Protect existing trees and vegetation indicated to remain against unnecessary 
cutting, breaking or skinning of roots, skinning or bruising of bark, 
smothering of trees by stockpiling construction materials or excavated 
materials within drip line, excess foot or vehicular traffic or parking of 
vehicles within the drip line.  Prior to initiating site clearing activities, the

May 2022 
  
City of Chandler 
21-047 
02100-2 
Chandler Heights Road Utility Relocations 
CONTRACTOR shall mark the limits of the disturbance areas either by 
placing lime, flags, or survey stakes at the limits shown on the Plans. 
3. 
Do not destroy vegetation which may be naturally located in the periphery of 
proposed disturbed areas (within a zone ± 5 feet from the limits of 
construction).  The CONSTRUCTION MANAGER shall be notified if 
existing plants are located within the fringes of the construction limits.  The 
CONSTRUCTION MANAGER shall issue instructions at that time. 
4. 
Adjustments may be made in the limits of construction to protect the affected 
plants based on a field review of the staked limits.  The adjusted construction 
limits shall be considered the permanent construction limits for the duration 
of the Project.  If the CONSTRUCTION MANAGER recommends that 
construction 
limits 
be 
adjusted 
to 
preserve 
existing 
plants, 
the 
CONTRACTOR, at his own option, may elect to clear the subject vegetation 
and revegetate with like-kind size and species as required herein and by 
Landscape Drawings at no additional cost to the OWNER.  The 
CONTRACTOR shall be entirely responsible for removal, storage, and 
replanting of such vegetation in accordance with City’s Landscape Design of 
Right-of-Way, medians, and retention basin Technical Design Manual no. 8. 
5. 
During the course of the Work the CONTRACTOR shall: 
a. 
Water trees, shrubs, and other vegetation to remain within limits of 
Contract Work as required to maintain their health during the course of 
construction operations at no additional cost to the OWNER.   
b. 
Provide protection for roots over 1-1/2-inches in diameter that are cut 
during construction operations.  Temporarily cover exposed roots with 
wet burlap to prevent the roots from drying out; cover with earth as soon 
as possible. 
c. 
Repair or replace trees and vegetation indicated to remain that are 
damaged by construction operations in a manner acceptable to the 
CONSTRUCTION MANAGER. 
d. 
Trees to be protected in place shall not be pruned unless limbs are 
damaged, or at the direction of the CONSTRUCTION MANAGER.  
Employ a licensed arborist to repair damaged trees and shrubs.  Replace 
trees that cannot be repaired and restored to full growth status, as 
determined by the arborist. 
e. 
Trees may be pruned for routing maintenance during construction with 
CONSTRUCTION MANAGER’S approval at no additional cost to the 
OWNER. 
D. Provide a temporary construction fence/barrier to protect trees and vegetation at 
the limits reviewed and approved by the CONSTRUCTION MANAGER.  The 
barrier shall be installed and remain in place for the duration of the Project or as 
directed by the CONSTRUCTION MANAGER. 
PART 2 - PRODUCTS

May 2022 
  
City of Chandler 
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02100-3 
Chandler Heights Road Utility Relocations 
2.1       MATERIALS 
A. Fencing:  Any fencing removed as obstructions shall be restored to match existing 
with property OWNER’s approval/acceptance. 
B. Barricades, warning signs, and related equipment shall be placed as required. 
C. Tree Protection Fence/Barrier:  Shall be a commercially available product 
acceptable to the CONSTRUCTION MANAGER for its intended purpose.  The 
barrier shall be similar to a nylon woven material or woven wire fence such as 
TENAX Nordic Snow Fence, or approved equal, with approved stakes 
approximately 36-inches in height.  Submit material sample and Shop Drawings 
for barrier installation to the CONSTRUCTION MANAGER for approval prior to 
use. 
PART 3 - EXECUTION 
3.1       PREPARATION 
A. Site Clearing 
1. 
General:  Remove trees, shrubs, grass and other vegetation, improvements or 
obstructions, as required, to permit installation of new construction.  Remove 
similar items elsewhere on site or premises as specifically indicated.  
Removal includes digging out and off-site disposal of stumps and roots. 
a. 
Cut minor roots and branches of trees indicated to remain in a clean and 
careful manner where such roots and branches obstruct installation of 
new construction. 
2. 
Clearing and Grubbing:  Within the limits of Work, clear site of trees, shrubs 
and other material, except for those indicated to be left standing. 
a. 
Completely remove stumps, roots, and other debris protruding through 
the ground surface.  Stump removal and backfilling of holes is required 
for trees indicated on the Plans to be removed. 
b. 
Use only hand methods for grubbing inside drip line of trees indicated to 
remain. 
c. 
Fill depressions caused by clearing and grubbing operations with 
satisfactory soil material, unless further excavation or earthwork is 
indicated. 
d. 
Place fill material in horizontal layers not exceeding 6-inches loose 
depth, and thoroughly compact each layer to a density equal to adjacent 
original ground. 
3. 
Disposal of Waste Material: 
a. 
Burning on OWNER'S Property:  Burning is not permitted on 
OWNER'S property. 
b. 
Removal from OWNER'S Property:  Remove waste materials from 
OWNER'S property at no additional cost to the Project.

May 2022 
  
City of Chandler 
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02100-4 
Chandler Heights Road Utility Relocations 
4. 
All miscellaneous items not specifically mentioned or designated on the 
Drawings as removal items, but required for the completion of the Work, 
shall be removed.  All such items removed shall be hauled from the site. 
B. Barricades and Warning Signs: 
1. 
Construction sites shall be properly barricaded with appropriate warning 
signs affixed to prevent unauthorized access to the construction site. 
++  END OF SECTION  ++

May 2022 
  
City of Chandler 
21-047 
02145-1 
Chandler Heights Road Utility Relocations 
 SECTION 02145 
DIVERSION OF SEWAGE FLOW AND DEWATERING 
PART 1 - GENERAL 
1.1       DESCRIPTION 
A. Scope: 
1. 
This Section provides minimum requirements for temporary bypass pump 
station and dewatering of sewers as required to completing work and prior to 
acceptance.  
B. Requirements: 
1. 
CONTRACTOR shall provide all labor, materials, equipment, and 
supervision to temporarily bypass pump sewage flow around the 
CONTRACTOR'S Work and to dewater the pipeline for removal. The bypass 
strategy shall maintain flow to prevent wastewater backup into the City’s 
sewage collection system or discharge to the environment. 
2. 
The actual design of the bypass arrangement shall be prepared by the 
CONTRACTOR, 
and 
shall 
be 
submitted 
to 
the 
OWNER 
and 
CONSTRUCTION MANAGER for review.  Means and methods of 
accomplishing 
the 
bypassing 
shall 
be 
the 
responsibility 
of 
the 
CONTRACTOR. 
3. 
The CONTRACTOR shall have the entire bypassing system in place and 
tested before bypassing any sewage. 
4. 
The CONTRACTOR shall notify the OWNER 72 hours prior to bypassing 
the pipeline. The wastewater levels shall be continuously monitored by the 
CONTRACTOR.  
5. 
CONTRACTOR is responsible for immediate and proper cleanup should any 
spill occur, regardless of amount. 
6. 
CONTRACTOR shall connect bypass piping to the existing collection 
system and utilize temporary pumps and control equipment. 
7. 
CONTRACTOR shall utilize a pumping system with 100% back-up 
capability. In the event a pump shall fail, an alternate equally sized pump 
shall be ready to be utilized immediately. This requires the alternate pump(s) 
to be connected to the forcemain system. 
8. 
CONTRACTOR shall have enough pipe material and fittings on site to 
provide redundancy to the forcemain system for use should the primary 
forcemain fail during operation. Forcemain shall be fusible HDPE. The 
forcemain shall be sized with a velocity of less than 5 feet per second. 
9. 
CONTRACTOR shall coordinate operation of temporary bypass pump 
station with authorized City of Chandler personnel. CONTRACTOR shall 
not operate any equipment in or about temporary bypass pump station

May 2022 
  
City of Chandler 
21-047 
02145-2 
Chandler Heights Road Utility Relocations 
without 
prior 
written 
consent 
from 
OWNER 
and 
copied 
to 
CONSTRUCTION MANAGER. 
10. Bypass pump operation shall include a lighting system at the bypass pump 
operation and the forcemain discharge. The lighting system shall be gas 
operated.  
11. CONTRACTOR shall provide qualified personnel, at a minimum two (2), 
on-site 24 hours per day to maintain the bypass pumps and pipeline. 
12. CONTRACTOR shall continuously monitor hydrogen sulfide concentrations 
at the suction side of the bypass pump operation and the forcemain discharge. 
CONTRACTOR shall provide temporary covering at each location to 
minimize hydrogen sulfide releases. This may include providing and 
installing a temporary odor control system as determined by the OWNER.  
13. CONTRACTOR shall provide, install, and maintain safety signs as 
determined by the OWNER. CONTRACTOR shall plan for at least 20 signs 
measuring 14-inches by 10-inches. Signs shall be installed prior to testing the 
bypass pumping system. 
C. Experience: 
1. 
CONTRACTOR shall utilize staff and/or a subcontractor that has been 
directly responsible for the bypass pumping of sewage flows during the 
completion of a similar pipeline project. 
1.2       SUBMITTALS 
A. Provide a detailed plan for the bypass pump operation. The plan shall include the 
following items: 
1. 
Detailed layout of the temporary pumping system. Include layouts of the 
pump station and forcemain. The layout shall include all redundant pumps 
and forcemains. 
2. 
Pump suction piping size and layout. 
3. 
Pump equipment data sheets. Data sheets shall include a system head curve 
along with a pump curve to verify its operating point. The system head curve 
calculations shall be developed by the CONTRACTOR and be included 
within the submittal for review.  
4. 
Forcemain diameter and material data sheets. 
5. 
Forcemain sizing calculations. 
6. 
Detailed list of personnel to be utilized for the bypass pump operation. The 
list shall also include the local supplier of the by-pass pumps and forcemains. 
7. 
Detailed list of additional parts and equipment to be placed at the site should 
the system not operate as intended.  
8. 
Additional temporary measures that are planned to be supplied to ensure safe 
and reliable bypass pump operation.  
9. 
Detailed list of items and methods utilized to repair or replace items damaged 
or modified due to the by-pass pump operation.

May 2022 
  
City of Chandler 
21-047 
02145-3 
Chandler Heights Road Utility Relocations 
B. The plan shall include a detailed daily schedule and a list of daily activities that 
will be completed before, during, and after the bypass operation. Include all 
personnel that are planned to work on the pipeline and the bypass pump operation.  
C. Provide an emergency contact list for all of the personnel to be at the site. Include 
all of the OWNER’s and CONSTRUCTION MANAGER’s personnel. Once the 
emergency contact list is finalized, three (3) copies shall be printed, laminated, 
and placed at locations along the bypass pump operation as determined by the 
OWNER.  
PART 2 - PRODUCTS 
2.1       MATERIALS 
A. CONTRACTOR shall provide temporary piping, fittings, conduits, and all other 
equipment to bypass sewer flow around the CONTRACTOR'S Work as required.  
CONTRACTOR shall furnish all necessary labor supervision to set up and 
operate the pumping system.  Equipment shall be equipped with sound attenuation 
devices to keep noise level within limits specified in the City of Chandler Codes 
or stated in the Contract Documents.  Bypass shall be of adequate capacity and 
size to handle the required flows.  
B. Bypass piping shall be polyethylene pipe with Standard PE Code Designation 
PE3408 as defined in AWWA C906, have a minimum Cell Classification of PE 
334434C as defined in ASTM D3350, and designed using Hydrostatic Design 
Basis of 1,600 psi as specified in ASTM D2837.  The physical properties of the 
polyethylene pipe shall have minimum test values as specified in ASTM D3350.  
Properties shall be substantiated with test data. 
C. The polyethylene shall be designed by CONTRACTOR in accordance with the 
procedures of AWWA Design Manual M55, applicable MAG standards and these 
Specifications.  All material properties used in design calculations shall be long-
term (time-corrected) values.  CONTRACTOR shall be familiarized with site 
conditions when preparing the pipe design. 
D. CONTRACTOR shall calculate the required minimum wall thickness using the 
following parameters: 
1. 
Modulus of Soil Reaction:  E's = 500 psi (fully deteriorated). 
2. 
Unit Weight of Soil:  w = 140 pcf. 
3. 
Vacuum Pressure:  PV = 14.7 psi. 
4. 
Ground Water Depth Above Invert:  h = 4 feet. 
5. 
Live Loads:  AASHTO H-20. 
6. 
Safety Factor:  N = 2.0. 
7. 
Internal Operating Temperature (Design):  Tn = 24° C to 33° C. 
8. 
Minimum Depth of Cover:  d = 2 feet.

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City of Chandler 
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02145-4 
Chandler Heights Road Utility Relocations 
9. 
Maximum Depth of Cover:  d =10 feet. 
10. Poisson's Ratio for Long Term Loading:  m = 0.45. 
11. Bedding Constant:  K = 0.1. 
12. Time Lag Factor:  TL = 1.5. 
13. Long Term Apparent Modulus of Elasticity:  E = 23,000 psi. 
14. Working Pressure:  P = 110 psi. 
15. Test Pressure:  P = 150 psi. 
16. Ovality Compensation Factor:  f0 = 0.5. 
17. Recurrent Surge Velocity:  DVRS = 2.9 ft./sec. 
18. Occasional Surge Velocity:  DVOS = 6.2 ft./sec. 
19. Bulk Modulus of Water:  K = 300,000 psi. 
20. Effective Modulus of Pipe Material:  Ed = 150,000 psi. 
21. Design Factor for use in AWWA M55 eq 4-1:  DF = 0.5. 
22. Allowable Deflection:  As described in AWWA M55, Table 5-11. 
E. CONTRACTOR shall maintain on-site sufficient equipment and materials to 
ensure continuous and successful operation of the bypass and dewatering systems.  
The CONTRACTOR shall maintain on-site a sufficient number of valves, tees, 
elbows, connections, tools, sewer plugs, piping, and other parts or system 
hardware to ensure immediate repair or modification of any part of the system as 
necessary. 
F. All equipment shall be placed on a new plastic tarp, adequately sized, and bermed 
to protect against gasoline, oil, and hydraulic fluid spills. 
PART 3 - EXECUTION 
3.1       PROTECTION 
A. In areas where flows are bypassed, all bypass flow shall be discharged to a 
downstream sanitary sewer manhole following a bypass plan approved by the 
OWNER and CONSTRUCTION MANAGER.  No bypassing to ground surface 
receiving waters, canals, storm drains, or bypassing which results in groundwater 
contamination or potential health hazards shall be permitted in accordance with 
the General Conditions. 
3.2       DAMAGES 
A. The CONTRACTOR shall repair, without cost to OWNER, any damage that may 
result from his negligence, inadequate or improper mechanical or electrical 
failures. 
++  END OF SECTION  ++

May 2022 
  
City of Chandler 
21-047 
11295-1 
Chandler Heights Road Utility Relocations 
SECTION 11295 
HYDRAULIC VALVES 
PART 1 - GENERAL 
1.1       SUMMARY 
A. Furnish and install all valves and valve accessories for water as indicated on the 
Plans and as specified herein, including all appurtenances required for a complete 
and operational installation. 
1.2       RELATED SECTIONS 
A. Section 01300, Submittals. 
1.3       REFERENCES 
A. ANSI/AWWA C500 - Gate Valves. 
B. ANSI/AWWA C509 - Resilient-Seated Gate Valves. 
C. ANSI B16.1. 
D. ANSI B46.1. 
E. ASTM A126. 
F. ASTM A269. 
G. ASTM A48. 
H. ASTM A536. 
I. 
ASTM A582. 
J. 
ASTM B271. 
K. ASTM D429. 
L. ASTM D1784. 
M. ASTM D2000. 
N. ASTM F439. 
O. All other applicable ASTM and ANSI Standards.

May 2022 
  
City of Chandler 
21-047 
11295-2 
Chandler Heights Road Utility Relocations 
1.4       SUBMITTALS 
A. Each Shop Drawing submittal shall include a copy of the relevant Specification 
Section.  Each and every paragraph of the Specification Section shall be clearly 
marked to indicate whether the requirements for equipment and/or services in the 
Specification Section are met.  If clarifications are needed to any of the paragraphs 
in the Specification Section, they shall be addressed next to the paragraph or in an 
attached letter as such and explained further with any additional information 
necessary.  If any exceptions and/or deviations are proposed to any of the 
Specifications, they shall be clearly noted as such in the submittal, and an 
explanation of any deviation and/or exception shall be provided. The 
CONTRACTOR shall furnish equipment and/or services as specified if an 
exception and/or deviation is rejected. 
PART 2 - PRODUCTS 
2.1       GENERAL 
A. All buried valves shall be provided with a valve box and cover. 
2.2       VALVES 
A. Gate Valves, Insertion Valves, Combination Air Release Valves: 
1. 
All Water Valves shall be in accordance with City of Chandler Supplement to 
MAG Standard Specification Sections 610 and 630 and as listed in the latest 
City of Chandler Approved Product List. 
2. 
All buried valve box installation for potable water shall be per City of Chandler 
Standard Detail C-307.  
3. 
All buried valve box installation for reclaimed water shall be per City of 
Chandler Standard Detail C-406. 
 
2.3       SHOP PAINTING 
A. The manufacturer shall paint all valves, floor boxes, and valve boxes as follows: 
1. 
Clean and remove oil, grease, dirt, loose mill scale, and other foreign 
substances from un-galvanized ferrous-metal surfaces. 
2. 
Solvent scrub with stiff bristle brush followed by brush-off abrasive blast 
cleaning to a minimum surface profile depth of 1.5 mils. 
3. 
Valves, floor boxes, and valve boxes to be installed in exterior or buried 
conditions shall have prime coat Series 69-1255 (beige) H.B. Epoxoline II; one 
coat, 3-5 mils dry film thickness (DFT). 
4. 
Valves and floor boxes to be installed in interior exposure conditions shall have 
prime coat Series 135 Chembuild; one coat, 3-5 mils DFT.

May 2022 
  
City of Chandler 
21-047 
11295-3 
Chandler Heights Road Utility Relocations 
PART 3 - EXECUTION 
3.1       INSTALLATION 
A. Valves of the various types and pattern shall be installed at the respective locations 
as shown on the Drawings and specified herein.  All appurtenances required for 
operation and control of the valves shall be included.  Joints and connections shall 
be made in accordance with applicable requirements for pipeline or pipe joints.  
Valve stems shall be plumb and vertical unless otherwise specifically shown.  Each 
valve shall be adjusted for smooth and easy operation and shall be watertight when 
placed in operation under maximum working pressure. 
++  END OF SECTION  ++

May 2022 
  
City of Chandler 
21-047 
15050-1 
Chandler Heights Road Utility Relocations 
SECTION 15050 
PIPING SYSTEMS 
PART 1 - GENERAL 
1.1       DESCRIPTION 
A. Scope:  This Section specifies systems of process piping and general requirements 
for piping systems.  Detailed Specifications for the components listed on the Piping 
System Specification Sheets are found in other Sections of Division 15, 
Mechanical.  This Section shall be used in conjunction with those Sections. 
B. Related Sections: 
1. 
Section 15051, Buried Piping Installation. 
1.2       QUALITY ASSURANCE 
A. This Section contains references to the following documents.  They are a part of 
this Section as specified and modified.  In case of conflict between the requirements 
of this Section and those of the listed documents, the requirements of this Section 
shall prevail. 
B. Unless otherwise specified, references to documents shall mean the documents in 
effect at the time of Advertisement for Bids or Invitation to Bid (or on the effective 
date of the Agreement if there were no Bids).  If referenced documents have been 
discontinued by the issuing organization, references to those documents shall mean 
the replacement documents issued or otherwise identified by that organization or, 
if there are no replacement documents, the last version of the document before it 
was discontinued.  Where document dates are given in the following listing, 
references to those documents shall mean the specific document version associated 
with that date, whether or not the document has been superseded by a version with 
a later date, discontinued, or replaced. 
1. 
AASHTO M36/M36M - Metallic (Zinc or Aluminum) Coated Corrugated 
Steel Culverts and Underdrains. 
2. 
ANSI A13.1 - Scheme for the Identification of Piping Systems. 
3. 
ANSI B1.20.1 - Pipe Threads, General Purpose (Inch). 
4. 
ANSI B16.1 - Cast Iron Pipe Flanges and Flanged Fittings Class 25, 125, 250, 
and 800. 
5. 
ANSI B16.3 - Malleable Iron Threaded Fittings Class 150 and 300. 
6. 
ANSI B16.5 - Pipe Flanges and Flanged Fittings. 
7. 
ANSI B16. - Factory Made Wrought Steel Buttwelding Fittings. 
8. 
ANSI B16.11 - Forged Steel Fittings, Socket Welding and Threaded. 
9. 
ANSI B16.12 - Cast Iron Threaded Drainage Fittings. 
10. ANSI B16.22 - Wrought Copper and Copper Alloy Solder Joint Pressure 
Fittings.

May 2022 
  
City of Chandler 
21-047 
15050-2 
Chandler Heights Road Utility Relocations 
11. ANSI B16.26 - Cast Copper Alloy Fittings for Flared Copper Tubes. 
12. ANSI B31.1 - Power Piping. 
13. ANSI B31.3 - Chemical Plant and Petroleum Refinery Piping. 
14. ASME Section IX - Boiler and Pressure Vessel Code; Welding and Brazing 
Qualifications. 
15. ASTM A47 - Malleable Iron Castings. 
16. ASTM A74 - Cast Iron Soil Pipe and Fittings. 
17. ASTM A105/A105M - Forgings, Carbon Steel, for Piping Components. 
18. ASTM A106 - Seamless Carbon Steel Pipe for High Temperature Service. 
19. ASTM A126 - Standard Specification for Gray Iron Castings for Valves, 
Flanges, and Pipe Fittings. 
20. ASTM A197 - Cupola Malleable Iron. 
21. ASTM A234/A234M - Pipe Fittings of Wrought Carbon Steel and Alloy Steel 
for Moderate and Elevated Temperatures. 
22. ASTM A312/A312M - Seamless and Welded Austenitic Stainless Steel Pipe. 
23. ASTM A403/A403M - Wrought Austenitic Stainless Steel Piping Fittings. 
24. ASTM A536 - Ductile Iron Castings. 
25. ASTM A570/A570M - Hot Rolled Carbon Steel Sheet and Strip, Structural 
Quality. 
26. ASTM B88 - Seamless Copper Water Tube. 
27. ASTM C76 - Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe. 
28. ASTM C443-REV A - Standard Specification for Joints for Circular Concrete 
Sewer and Culvert Pipe, Using Rubber Gaskets. 
29. ASTM C564 - Rubber Gaskets for Cast Iron Soil Pipe and Fittings. 
30. ASTM D1248 - Polyethylene Plastics Molding and Extrusion Materials. 
31. ASTM D1784 - Rigid Poly (Vinyl Chloride) (PVC) Compounds and 
Chlorinated Poly (Vinyl Chloride) (CPVC) Compounds. 
32. ASTM D1785 - Poly (Vinyl Chloride) (PVC) Plastic Pipe, Schedules 40, 80, 
and 120.  
33. ASTM D2241 - Poly (Vinyl Chloride) (PVC) Plastic Pipe (SDR-PR). 
34. ASTM D2513 - Thermoplastic Gas Pressure Pipe, Tubing, and Fittings. 
35. ASTM D2665 - Poly (Vinyl Chloride) (PVC) Plastic Drain, Waste, and Vent 
Pipe and Fittings. 
36. ASTM D2996 - Filament Wound Reinforced Thermosetting Resin Pipe. 
37. ASTM D3034 - Standard Specification for Type PSM Poly (Vinyl Chloride) 
(PVC) Sewer Pipe and Fittings. 
38. ASTM D3261 - Butt Fusion Polyethylene (PE) Plastic Fittings for 
Polyethylene (PE) Plastic Pipe and Tubing. 
39. ASTM D4174 - Cleaning, Flushing, and Purification of Petroleum Fluid 
Hydraulic Systems. 
40. ASTM D4101 - Propylene Plastic Injection and Extrusion Materials. 
41. ASTM F441 - Chlorinated Poly (Vinyl Chloride) (CPVC) Plastic Pipe, 
Schedules 40 and 80. 
42. AWWA C105 - Polyethylene Encasement for Ductile-Iron Piping for Water 
and Other Liquids.

May 2022 
  
City of Chandler 
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15050-3 
Chandler Heights Road Utility Relocations 
43. AWWA C110 - Ductile Iron and Gray Iron Fittings, 3" Through 48", for Water 
and Other Liquids. 
44. AWWA C111 - Rubber Gasket Joints for Ductile Iron and Gray Iron Pressure 
Pipe and Fittings. 
45. AWWA C115 - Flanged Ductile Iron and Gray Iron Pipe with Threaded 
Flanges. 
46. AWWA C151 - Ductile Iron Pipe, Centrifugally Cast in Metal Molds or Sand-
Lined Molds, for Water or Other Liquids. 
47. AWWA C200 - Steel Water Pipe 6" and Larger. 
48. AWWA C205 - Cement Mortar Protective Lining and Coating for Steel Water 
Pipe - 4" and Larger - Shop Applied. 
49. AWWA C206 - Field Welding of Steel Water Pipe. 
50. AWWA C207 - Steel Pipe Flanges for Waterworks Services - Sizes 4" 
Through 144". 
51. AWWA C208 - Dimensions for Fabricated Steel Water Pipe Fittings. 
52. AWWA C209 - Cold Applied Tape Coating for Special Sections, Connections, 
and Fittings for Steel Water Pipelines. 
53. AWWA C210 - Liquid Epoxy Coating Systems for the Interior and Exterior 
of Steel Water Pipe. 
54. AWWA C214 - Tape Coating Systems for the Exterior of Steel Water 
Pipelines. 
55. AWWA 301 - Pre-stressed Concrete Pressure Pipe, Steel Cylinder Type, for 
Water and Other Liquids. 
56. AWWA C303 - Reinforced Concrete Pressure Pipe, Steel Cylinder Type, Pre-
tensioned, for Water and Other Liquids. 
57. AWWA C600 - Installation of Ductile Iron Water Mains and Their 
Appurtenances. 
58. AWWA C651 - Disinfecting Water Mains. 
59. AWWA C900 - Polyvinyl Chloride (PVC) Pressure Pipe, 4" Through 12", for 
Water. 
60. AWWA M11 - Steel Pipe - A Guide for Design and Installation. 
61. CISPI 301 - Specification Data for Hubless Cast Iron Sanitary System with 
No-Hub Pipe and Fittings. 
62. FEDSPEC L-C-530B(1) - Coating, Pipe, Thermoplastic Resin, or 
Thermosetting Epoxy. 
63. MIL-H-13528B - Hydrochloric Acid, Inhibited, Rust Removing. 
64. MIL-STD-810C - Environmental Test Methods. 
65. SAE J1227 - Assessing Cleanliness of Hydraulic Fluid Power Components and 
Systems. 
66. UPC - Uniform Plumbing Code. 
C. Fittings and Coupling Compatibility: 
1. 
To assure uniformity and compatibility of piping components, fittings and 
couplings for grooved end piping systems shall be furnished by the same 
manufacturers.

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City of Chandler 
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15050-4 
Chandler Heights Road Utility Relocations 
D. All Pipes, fittings, valves, fire hydrants, and other appurtenances shall conform to 
current AAWA, ASTM, and NSF standards.  
E. All material that comes in contact with water shall conform to ANSI/NSF Standard 
61.  
PART 2 - PRODUCTS 
2.1       PIPING MATERIALS 
A. Unless otherwise specified, piping materials including pipe, gaskets, fittings, 
connection and joint assemblies, linings, and coatings shall be selected from those 
listed on the Piping System Specification Sheets.   
B. Piping materials shall conform to detailed specifications for each type of pipe and 
piping appurtenance specified in other Sections of Division 15, Mechanical.   
C. All piping shall be compatible with the fluid to which it is exposed. 
D. All piping and valves to be used for the air release valve connections shall be copper 
or brass material.  
E. All piping which comes in contact with potable water shall have ASNI/NSF 61 
certification.  
2.2       VALVES 
A. Valves of the same size and service shall be provided by a single valve 
manufacturer.  Packing shall be non-asbestos material.  Actual length of valves 
shall be within 1/16-inch () of the manufacturer's specified length.  Flanges shall 
meet the requirement of ANSI B16.5.  Push-on and mechanical joints shall meet 
the requirements of AWWA C111.   
B. All Valves shall be manufactured as listed in the latest City of Chandler Approved 
Product List. No other manufacturer shall be acceptable.   
2.3       SUBMITTALS 
A. All additional submittal information shall be included with this submittal 
information as noted in the Division 15, Mechanical, Pipe Material Specifications. 
B. Each Shop Drawing submittal shall include a copy of the relevant Specification 
Section.  Each and every paragraph of the Specification Section shall be clearly 
marked to indicate whether the requirements for equipment and/or services in the 
Specification Section are met.  If clarifications are needed to any of the paragraphs 
in the Specification Section, they shall be addressed next to the paragraph or in an 
attached letter as such and explained further with any additional information

May 2022 
  
City of Chandler 
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15050-5 
Chandler Heights Road Utility Relocations 
necessary.  If any exceptions and/or deviations are proposed to any of the 
Specifications, they shall be clearly noted as such in the submittal, and an 
explanation of any deviation and/or exception shall be provided. The 
CONTRACTOR shall furnish equipment and/or services as specified if an 
exception and/or deviation is rejected. 
PART 3 - EXECUTION 
3.1       INSTALLATION 
A. Location: 
1. 
Piping shall be provided as specified, except for adjustments, to avoid 
architectural and structural features. 
B. Piping Sizes: 
1. 
Where the size of piping is not specified, the CONTRACTOR shall provide 
piping of the sizes required by UPC.  Unless specified otherwise, small piping 
(less than 1-inch in diameter) required for services not described by UPC shall 
be 1/2-inch. 
3.2       TESTING 
A. General: 
1. 
Upon completion of piping, but prior to application of insulation on exposed 
piping, the CONTRACTOR shall test the piping systems in accordance with 
the appropriate MAG and City of Chandler Specifications.  Pressures, media, 
and test durations shall be as specified in the PIPESPEC.  Equipment which 
may be damaged by the specified test conditions shall be isolated.  Testing 
shall be performed using calibrated test gages and calibrated volumetric 
measuring equipment to determine leakage rates.  Each test gage shall be 
selected so that the specified test pressure falls within the upper half of the 
gage's range.  Unless otherwise specified, the CONTRACTOR shall notify the 
CONSTRUCTION MANAGER 24 hours prior to each test. 
2. 
Unless otherwise specified, testing, as specified herein, shall include existing 
piping systems that connect with new pipe systems.  Existing pipe shall be 
tested to the nearest existing valve.  Any piping that fails the test shall be 
repaired.  Repair of existing piping will be considered and paid for as extra 
Work. 
3. 
All blow off assemblies shall be removed after successful testing of the new 
pipes as specified in the Drawings.  
B. Liquid Systems: 
1. 
Pressure and leakage testing for water systems shall be in accordance with 
MAG Section 610.  Unless otherwise specified, leakage from other buried 
liquid piping systems shall be less than 0.02 gallons per hour per inch diameter 
per 100 feet of buried piping.

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Chandler Heights Road Utility Relocations 
2. 
Potable Water and Reclaimed Water Systems Additional Requirements: 
a. 
The CONTRACTOR shall provide all vents, piping, plugs, bulkheads, 
valves, bracing, blocking, pump, including measuring device and all other 
equipment necessary for making the tests, except pressure gages. 
b. 
The pipe shall be tested between each valve or between a valve and the 
closed end of the pipe. 
c. 
Pipe test section shall be limited to 1/2 linear mile, or less, unless 
otherwise approved in writing by the Engineer. Testing cannot be done 
against an existing valve. The new pipeline must be separated from any 
potable system in such a way to prevent any potential for cross-
contamination between the existing potable water system and the new 
pipeline. 
d. 
The test shall be made after the backfilling is completed or compacted, 
regardless of the compaction method. 
e. 
All connections, blow-offs, hydrants and valves shall be tested with the 
main, where practical. 
f. 
The test section shall be slowly filled with potable water and reclaimed 
water, based on the system being connected, and all air shall be vented 
from the line.  The rate of filling shall be as approved by the ENGINEER, 
with at least 24-hour notice required before filling is scheduled. 
C. Drains: 
1. 
Drain systems, other than pumped drain systems, shall be tested in accordance 
with UPC. 
3.3       CLEANING AND FLUSHING 
A. General: 
1. 
Piping systems shall be cleaned following completion of testing and prior to 
connection to operating, control, regulating, or instrumentation equipment. 
2. 
The CONTRACTOR may, at his option, clean and test sections of buried 
piping systems.  Use of this procedure, however, will not waive the 
requirement for a full pressure test of the completed system. 
3. 
Unless specified otherwise, piping 24-inches in diameter and smaller shall first 
be cleaned by pulling a tightly fitting cleaning ball or swab through the system. 
4. 
Piping larger than 24-inches in diameter may be cleaned manually or with a 
cleaning ball or swab. 
B. Liquid Systems: 
1. 
After completion of cleaning, liquid systems, unless otherwise specified, shall 
be flushed with clean water. 
C. Water Systems: 
1. 
For non-potable water systems, final flushing and microbiological testing, as 
specified in MAG Section 611.15, is not required.

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City of Chandler 
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Chandler Heights Road Utility Relocations 
3.4       PIPING SPECIFICATION SHEETS (PIPESPEC) 
A. Piping and valves for groupings of similar plant processes or types of service lines 
are specified on individual piping specification sheets (PIPESPECS).  Piping 
services are grouped according to the chemical and physical properties of the fluid 
conveyed and/or by the temperature or pressure requirements.  Piping services 
specified in the PIPESPECS and on the Drawings are alphabetically arranged by 
designated service symbols. 
 
 
TABLE A - PIPING SERVICES 
Symbol 
         Service 
Fluid Category 
Pipe Marker 
Background Color 
W 
    Potable Water 
          Liquid 
  Blue 
RW 
    Reclaimed Water           Liquid 
  Purple 
SS 
   Sanitary Sewer 
          Liquid 
 Green 
 
(The remainder of this page has been intentionally left blank)

May 2022 
  
City of Chandler 
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Chandler Heights Road Utility Relocations 
 
PIPING SYMBOL/SERVICE 
SS / SANITARY SEWER 
 
 
 
 
 
Refer to section 15067, Vitrified Clay Pipe. 
 
 
 
 
 
 
 
 
 
 
 
PIPING SYMBOL/SERVICE 
POT / POTABLE WATER; 
RW/RECLAIMED WATER 
 
 
Medium: 
Potable Water, Reclaimed Water 
  
Pressure: 
As shown on buried and exposed piping 
schedules.  All requirements of COC. 
  
  
Duration: 
2 hours. 
  
  
Gasket Requirements: 
  
Flange: 
Red Rubber Gasket Material (SBR) 
conforming to ASTM D1330. 
  
  
Push-on/Mech. Cpl: 
Nitrile or Neoprene. Areas within 35-foot 
SRP easement shall be fitted with EPDM 
or Fluoroelastomer Fluorel Viton suitable 
for water service of up to 212oF. 
  
  
  
  
Buried and Encased Pipes: 
  
(See Drawings for pipe sizes and materials.) 
  
2” and Smaller 
Copper Tube; ASTM B88, Type K, drawn.   
Ref. Spec. Section 15064, Copper Pipe. 
 
Copper Conn; Solder type with 
threaded adapters. 
 
 
 
Copper Ftgs; Wrought copper or 
bronze, ANSI B16.22. 
 
 
 
Copper Interior Lining; None. 
Copper Exterior Coating; None.

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City of Chandler 
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Chandler Heights Road Utility Relocations 
4” and Larger 
 
Ductile Iron; AWWA C151  
with cement mortar lining. Ref.  
Spec. Section 15061 
 
 
 
Ductile Iron Conn; Restrained push-
on rubber gasket joint.  
Flanged adapters for valves 
and ends. 
 
 
 
Ductile Iron Ftgs; Ductile iron per 
Spec. Section 15061. 
 
 
 
Ductile Iron Exterior Coating;  
Bituminous Coated,  
Polyethylene Wrap 
  
 
 
  
Remarks: 
 
  
1.  Potable water lines shall be disinfected in 
accordance with AWWA C651-92. 
 
  
2.  All piping, fittings, valves, and any other 
material that comes in contact with 
drinking water shall comply with 
NSF Standards 60 and 61.

May 2022 
  
 
 
 
 
City of Chandler 
21-047 
 
15050-10 
Chandler Heights Road Utility Relocations 
PIPING SCHEDULE TABLE  
 
BURIED PIPE 
SERVICE 
DESCRIPTION 
PIPE 
SYMBOL 
PIPE 
MATERIAL SPECIFICATION CLASS/ 
TYPE 
INTERIOR 
LINING 
EXTERIOR 
COATING JOINT TYPE 
TEST 
PRESSURE 
POTABLE WATER 3-
INCHES AND SMALLER 
W 
COP 
15064 
K 
NONE 
- 
SD 
PER 15051 
POTABLE WATER 4-
INCHES AND LARGER 
UPTO 12-INCHES 
W 
DIP 
15061 
350 
CM 
BC/PE 
MJ 
PER 15051 
POTABLE WATER 14-
INCHES AND LARGER 
UPTO 24-INCHES 
W 
DIP 
15061 
250 
CM 
BC/PE 
MJ 
PER 15051 
POTABLE WATER 
LARGER THAN 24-
INCHES 
W 
DIP 
15061 
150 
CM 
BC/PE 
MJ 
PER 15051 
RECLAIMED WATER 3-
INCHES AND SMALLER 
RW 
COP 
15064 
K 
NONE 
- 
SD 
PER 15051 
RECLAIMED WATER 4-
INCHES AND LARGER 
UPTO 12-INCHES 
RW 
DIP 
15061 
350 
CM 
BC/PE 
MJ 
PER 15051 
RECLAIMED WATER 14-
INCHES AND LARGER 
UPTO 24-INCHES 
RW 
DIP 
15061 
250 
CM 
BC/PE 
MJ 
PER 15051 
RECLAIMED WATER 
LARGER THAN 24-
INCHES 
RW 
DIP 
15061 
150 
CM 
BC/PE 
MJ 
PER 15051 
SANITARY SEWER 
SS 
VCP 
15067 
Extra 
Strength 
N/A 
N/A 
CJ 
PER 15051 
* Refer to specification 15051 for summary of abbreviations.

May 2022 
  
 
 
 
 
City of Chandler 
21-047 
 
15050-11 
Chandler Heights Road Utility Relocations 
++  END OF SECTION  ++

May 2022 
  
City of Chandler 
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15051-1 
Chandler Heights Road Utility Relocations 
SECTION 15051 
BURIED PIPING INSTALLATION 
PART 1 - GENERAL 
1.1       DESCRIPTION 
A. Scope: 
1. 
CONTRACTOR shall provide all labor, materials, equipment, and incidentals 
as shown, specified, and required to install and test all buried piping, fittings, 
and specials.  The Work includes, but is not limited to, the following: 
a. 
All types and sizes of buried piping, except those specified under other 
Sections. 
b. 
Supports, restraints, and thrust blocks. 
c. 
Pipe encasements. 
d. 
Work on or affecting existing piping. 
e. 
Testing. 
f. 
Cleaning. 
g. 
Installation of all jointing and gasketing materials, specials, flexible 
couplings, mechanical couplings, harnessed and flanged adapters, 
sleeves, tie rods, and all other Work required to completing the buried 
piping installation. 
h. 
Incorporation of valves, meters and special items shown or specified into 
the piping systems as required and as specified in the appropriate Division 
15, Mechanical Sections. 
i. 
Unless otherwise specifically shown, specified, or included under other 
Sections, all buried piping work required begins at the outside face of 
structures or structure foundations and extending away from structure. 
B. Coordination: 
1. 
Review installation procedures under other Sections and coordinate with the 
Work that is related to this Section. 
2. 
Section 15051, Buried Pipe Installation, specifies the installation of all buried 
piping materials specified in Sections of Division 15, Mechanical.  Coordinate 
with these Sections. 
C. Related Work Specified Elsewhere: 
1. 
Section 11295, Hydraulic Valves. 
2. 
Section 15050, Piping Systems. 
3. 
Section 15061, Ductile Iron Pipe. 
4. 
Section 15064, Copper Pipe. 
5. 
Section 15067, VCP Pipe. 
6. 
Section 15020, Piping Specialties and Accessories.

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City of Chandler 
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Chandler Heights Road Utility Relocations 
1.2       QUALITY ASSURANCE 
A. CONTRACTOR shall conform to all applicable requirements of Parts 600 and 700 
of the Uniform Standard Specifications for Public Work Construction by the 
Maricopa Association of Governments (MAG).  If there is a conflict between MAG 
Standard Specifications and these Specifications, the provisions of these 
Specifications shall govern. 
B. Requirements of Regulatory Agencies: 
1. 
Comply with requirements of UL, FM, and other jurisdictional authorities, 
where applicable. 
2. 
Refer to the General and Supplementary Conditions regarding permit 
requirements for this Work. 
C. Reference Standards:  Comply with applicable provisions and recommendations of 
the following, except as otherwise shown or specified. 
1. 
ASTM D2321 - Practice for Underground Installation of Flexible Thermoplas-
tic Pipe. 
2. 
ASTM D2774 - Practice for Underground Installation of Thermoplastic 
Pressure Piping. 
3. 
AWWA C105 - Polyethylene Encasement for Ductile Iron Piping for Water 
and Other Liquids. 
4. 
AWWA C111 - Rubber Gasket Joints for Ductile Iron Pressure Pipe and 
Fittings. 
5. 
AWWA C200 - Steel Water Pipe. 
6. 
AWWA C205 - Cement Mortar Protective Lining and Coating for Steel Water 
Pipe. 
7. 
AWWA C206 - Field Welding of Steel Water Pipe. 
8. 
AWWA C207 - Steel Pipe Flanges for Waterworks Service. 
9. 
AWWA C208 - Dimensions for Fabricated Steel Water Pipe Fittings. 
10. AWWA C600 - Installation of Ductile Iron Water Mains and Their 
Appurtenances. 
11. AWWA C606 - Grooved and Shouldered Joints. 
12. AWWA C651 - Disinfecting Water Mains. 
13. AWWA M11 - Steel Pipe - A Guide for Design and Installation. 
14. AWWA M23 - PVC - Design and Installation. 
15. AWWA M41 - Ductile Iron Pipe and Fittings. 
16. ASCE MOP No. 37 - Design and Construction of Sanitary and Storm Sewers 
17. Concrete Pipe Handbook - American Concrete Pipe Association. 
1.3       SUBMITTALS 
A. Shall be in accordance with Section 15050, Piping Systems, submittal information. 
B. Each Shop Drawing submittal shall include a copy of the relevant Specification 
Section.  Each and every paragraph of the Specification Section shall be clearly 
marked to indicate whether the requirements for equipment and/or services in the

May 2022 
  
City of Chandler 
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15051-3 
Chandler Heights Road Utility Relocations 
Specification Section are met.  If clarifications are needed to any of the paragraphs 
in the Specification Section, they shall be addressed next to the paragraph or in an 
attached letter as such and explained further with any additional information 
necessary.  If any exceptions and/or deviations are proposed to any of the 
Specifications, they shall be clearly noted as such in the submittal, and an 
explanation of any deviation and/or exception shall be provided. The 
CONTRACTOR shall furnish equipment and/or services as specified if an 
exception and/or deviation is rejected. 
1.4       PRODUCT DELIVERY, STORAGE, AND HANDLING 
A. Deliver materials to the site to ensure uninterrupted progress of the Work. 
B. Handle all pipe, fittings, specials, and accessories carefully with approved handling 
devices.  Do not drop or roll material off trucks.  Do not otherwise drop, roll, or 
skid piping. 
C. Store pipes and fittings on heavy wood blocking or platforms so they are not in 
contact with the ground. 
D. Unload pipe, fittings, and specials opposite to or as close to the place where they 
are to be installed as is practical to avoid unnecessary handling.  Keep pipe interiors 
completely free from dirt and foreign matter. 
E. Inspect delivered pipe for cracked, gouged, chipped, dented, or other damaged 
material and immediately remove defective pipe from site. 
PART 2 - PRODUCTS 
2.1       MATERIALS 
A. Required pipe materials are listed in the Piping Schedule.  Refer to applicable 
Sections for Material Specifications. 
B. General: 
1. 
Marking Piping: 
a. 
Clearly mark each piece of pipe or fitting with a designation conforming 
to those shown on the laying schedule and/or Shop Drawings. 
b. 
Cast or paint material, type, and pressure designation on each piece of 
pipe or fitting 4-inches in diameter and larger.   
c. 
Pipe and fittings smaller than 4-inches in diameter shall be clearly marked 
by manufacturer as to material, type, and rating.

May 2022 
  
City of Chandler 
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Chandler Heights Road Utility Relocations 
PART 3 - EXECUTION 
3.1       INSTALLATION 
A. General: 
1. 
Installation of all pipe, fittings, valves, specials, and appurtenances shall be 
subject to the review and/or approval of the CONSTRUCTION MANAGER. 
2. 
Install piping as shown, specified, and as recommended by the manufacturer 
and in conformance with referenced standards, and approved Shop Drawings. 
3. 
Request instructions from CONSTRUCTION MANAGER before proceeding 
if there is a conflict between the manufacturer's recommendations and the 
Contract Documents. 
4. 
All piping shall be inspected by the CONSTRUCTION MANAGER prior to 
installation.  CONSTRUCTION MANAGER’S inspection will not relieve 
CONTRACTOR or manufacturer from responsibility for damaged products. 
5. 
All piping shall be carefully examined for cracks, damage, or other defects 
before installation.  Any piping that is defective, including but not limited to, 
cracked, damaged, in poor condition, or with damaged linings or improper 
markings shall be rejected unless the product can be repaired in a manner 
acceptable to the manufacturer and CONSTRUCTION MANAGER.  Any 
piping found to be broken or defective after it has been installed shall be 
removed, replaced, or repaired at the CONTRACTOR'S expense. 
6. 
Minimum earth cover over the piping shall be as shown on the Drawings, 
specified or directed by the CONSTRUCTION MANAGER, but in no case 
shall the earth cover be less than 4 feet for all piping larger than 6-inches in 
diameter.  
7. 
Present all conflicts between piping systems and equipment, structures or 
facilities to CONSTRUCTION MANAGER for determination of corrective 
measures before proceeding. 
8. 
Take field measurements, where required, prior to installation to ensure proper 
fitting of Work.  The CONTRACTOR shall uncover the existing pipelines 
sufficiently in advance of the proposed Work in order that the type and location 
of the existing pipes and joints and other information required to fabricate the 
proposed piping can be determined.  It shall be the responsibility of the 
CONTRACTOR to obtain whatever information is required to complete the 
connections of the proposed pipelines to the existing pipelines. Refer to 
Paragraph 3.3 of this Section, as applicable. 
9. 
Interior of all piping and mating surfaces shall be inspected and all dirt, gravel, 
sand, debris or other foreign material shall be completely removed from the 
interior and mating surfaces before installation.  Measures shall be taken to 
maintain the interior of all piping clean until acceptance of the completed 
Work.  Care shall be taken to prevent foreign matter from entering joint space.  
Bell and spigot mating surfaces shall be wiped clean immediately before 
piping is laid.  For ductile iron pipe, the bell and spigot mating surfaces shall 
be thoroughly cleaned with a wire brush.

May 2022 
  
City of Chandler 
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Chandler Heights Road Utility Relocations 
10. Install piping accurately to line and grade shown, specified or directed, unless 
otherwise approved by the CONSTRUCTION MANAGER.  Accurate means 
of determining and checking the alignment and grade shall be used, which shall 
be subject to the approval of the CONSTRUCTION MANAGER.  Any 
modifications to the Contract Documents to suit the pipe manufacturer's 
standard shall be approved by the CONSTRUCTION MANAGER. Remove 
and relay piping that is incorrectly installed, at CONTRACTOR'S expense. 
11. Do not lay piping in water, unless otherwise specified in these Specifications 
or approved by the CONSTRUCTION MANAGER.  Ensure that the water 
level in the trench is at least 6-inches below the bottom of piping.  Maintain a 
dry trench until jointing and backfilling are complete, unless otherwise 
specified in these Specifications or approved by the CONSTRUCTION 
MANAGER. 
12. Where unforeseen conditions will not permit the installation of piping as 
shown or specified, no piping shall be installed without approval of the 
CONSTRUCTION MANAGER.  Do not modify structures or facilities 
without approval of the CONSTRUCTION MANAGER. 
13. Start laying piping at lowest point and proceed toward the higher elevations, 
unless otherwise approved by the CONSTRUCTION MANAGER.  Slope 
piping uniformly between elevations shown on the Drawings or as otherwise 
directed by the CONSTRUCTION MANAGER. 
14. Place bell and spigot piping so that the bells face the direction of laying, unless 
otherwise approved by the CONSTRUCTION MANAGER. 
15. Piping shall be installed so that the barrel of the piping, and not the joints, 
receives the bearing pressure from the trench bottom or other bedding 
condition. 
16. No piping shall be brought into position until the preceding length, valve, 
fitting, or special has been bedded and secured in place. 
17. Whenever pipe laying is not actively in progress, the open ends of the piping 
shall be closed by a temporary plug or cap to prevent soil, water, and other 
foreign matter from entering the piping. 
18. Field cutting of metallic piping, where required for inserting valves, fitting, 
specials, and closures, shall be made with a machine specially designed for 
cutting piping and in accordance with the manufacturer's instructions.  Cuts 
shall be carefully done, without damage to piping, so as to leave a smooth end 
at right angles to the axis of the piping.  Cut end shall be tapered and sharp 
edges filed off smooth.  Flame cutting shall not be permitted.  Piping damaged 
by the CONTRACTOR by improper or careless methods of cutting shall be 
replaced or repaired at his expense. 
19. Blocking under piping shall not be permitted, unless specifically approved by 
CONSTRUCTION MANAGER for special conditions. 
20. Protective linings and coatings shall be touched up prior to installation, where 
required. 
21. Except where bends, wyes or similar fittings are used, changes in alignment 
and grade of the piping shall be made by deflecting joints or with beveled pipe.

May 2022 
  
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Chandler Heights Road Utility Relocations 
Permissible joint deflection shall not exceed 75% of the amount allowed by 
the manufacturer. 
22. All joints shall be made in the presence of the CONSTRUCTION MANAGER, 
or his duly authorized representative, except as otherwise approved. 
23. Special care shall be taken to ensure that each section of piping abuts against 
the next in such a manner that there will be not shoulder or unevenness of any 
kind along the piping invert. 
24. Piping shall be rotated as required to place outlets in proper position. 
25. Blind flanges and cleanouts shall be provided at locations shown on the 
Drawings, specified, or required.  Cleanouts on buried piping shall include all 
pipes, fittings, and appurtenances required to bring cleanout to finished grade 
and terminate in a flange and blind flange or suitably capped piping as shown.  
Cleanout piping shall be same as that specified for the main run. 
26. All gravity lines shall pitch uniformly at the grade shown or as specified or 
approved. 
27. Short pipe stubs, maximum 4 feet in length, shall be used at all manholes and 
other wall faces, except as otherwise specified. 
28. Field painting shall be accomplished after joints are made. 
29. All piping shall be plugged watertight with a suitable cap or plug securely 
fastened to the end of the piping at all contact interfaces. 
30. CONTRACTOR shall notify CONSTRUCTION MANAGER in advance of 
backfilling operations. 
31. On steep slopes, take measures acceptable to CONSTRUCTION MANAGER 
to prevent movement of the pipe during installation. 
32. Thrust Restraint:  During the installation of the pipe, thrust blocks, tied joints, 
or proprietary restrained joint systems shall be provided wherever required for 
thrust restraint.  Thrust restraint shall conform to the applicable requirements 
of Paragraph 3.2 of this Section. 
33. Exercise care to avoid flotation when installing pipe in cast-in-place concrete. 
B. Manufacturer's Installation Specialist: 
1. 
Provide the services of a competent installation specialist of the pipe 
manufacturer when pipe laying begins if the CONTRACTOR is not 
experienced in laying and jointing a particular type of pipe. 
2. 
Retain installation specialist at the site for a minimum of two days or until 
competency of the pipe laying crew has been satisfactorily demonstrated. 
C. Separation of Sewers and Potable Water Pipe Lines: 
1. 
Conform to the requirements of all applicable requirements of the Uniform 
Standard Specifications for Public Work Construction by the Maricopa 
Association of Governments (MAG).   
D. Plugs: 
1. 
Temporarily plug installed pipe at the end of each day's Work or other 
interruption to the installation of any pipe line.  Plugging shall prevent the entry 
of animals, liquids, or persons into the pipe or the entrance or insertion of 
deleterious materials.

May 2022 
  
City of Chandler 
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Chandler Heights Road Utility Relocations 
2. 
Install standard plugs into all bells at dead ends, tees or crosses.  Cap all spigot 
ends. 
3. 
Fully secure and block all plugs and caps installed for pressure testing to 
withstand the specified test pressure. 
4. 
Where plugging is required for phasing of the Work or for subsequent 
connection of piping, install watertight, permanent type plugs. 
E. Bedding Pipe:  Bed pipe as specified below and in accordance with the details 
shown. 
1. 
Trench excavation and backfill and bedding materials shall conform to the 
Contract Documents. 
2. 
Excavate trenches below the pipe bottom by an amount specified.  Remove all 
loose and unsuitable material from the trench bottom. 
3. 
Carefully and thoroughly compact all pipe bedding with hand held pneumatic 
compactors. 
4. 
Do not lay pipe until the CONSTRUCTION MANAGER approves the 
bedding condition.  If a conflict exists, obtain clarification from 
CONSTRUCTION MANAGER before proceeding. 
5. 
No pipe shall be brought into position until the preceding length has been 
bedded and secured in its final position. 
F. Laying Pipe: 
1. 
Conform to manufacturer's instructions and requirements of the standards 
listed below, where applicable: 
a. 
Ductile Iron Pipe:  AWWA C600, AWWA C105. 
b. 
ASCE Manual of Practice No. 37. 
G. Polyethylene Encasement: 
1. 
Provide polyethylene encasement for ductile iron piping to prevent contact 
between the pipe and surrounding bedding material and backfill. 
2. 
Polyethylene may be supplied in tubes or in sheet material. 
3. 
Polyethylene encasement materials and installation shall be in accordance with 
the requirements of MAG Section 610.6. 
H. Jointing Pipe: 
1. 
Ductile Iron Mechanical Joint Pipe: 
a. 
Wipe clean the socket, plain end and adjacent areas immediately before 
making joint.  Make certain that cut ends are tapered and sharp edges are 
filed off smooth. 
b. 
Lubricate the plain ends and gasket with soapy water or an approved pipe 
lubricant, in accordance with AWWA C111, just prior to slipping the 
gasket onto the plain end of the joint assembly. 
c. 
Place the gland on the plain end with the lip extension toward the plain 
end, followed by the gasket with the narrow edge of the gasket toward the 
plain end. 
d. 
Insert the pipe into the socket and press the gasket firmly and evenly into 
the gasket recess.  Keep the joint straight during assembly.

May 2022 
  
City of Chandler 
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Chandler Heights Road Utility Relocations 
e. 
Push gland toward socket and center it around pipe with the gland lip 
against the gasket. 
f. 
Insert bolts and hand tighten nuts. 
g. 
Make deflection after joint assembly, if required, but prior to tightening 
bolts.  Alternately tighten bolts 180 degrees apart to seat the gasket 
evenly.  The bolt torque shall be as follows: 
 
Pipe Size 
(inches) 
Bolt Size 
(inches) 
Range of Torque 
(ft-lbs) 
3 
5/8 
45-60 
4-24 
3/4 
75-90 
30-36 
1 
100-120 
42-48 
1-1/4 
120-150 
 
h. 
All bolts and nuts shall be heavily coated with two 10 mil minimum coats 
of coal-tar epoxy coating as manufactured by Koppers, Tnemec, or equal. 
i. 
Restrained mechanical joints shall be in accordance with Section 15061, 
Ductile Iron Pipe. 
2. 
Ductile Iron Push-On Joint Pipe: 
a. 
Prior to assembling the joints, the last 8-inches of the exterior surface of 
the spigot and the interior surface of the bell shall be thoroughly cleaned 
with a wire brush, except where joints are lined or coated with a special 
protective lining or coating. 
b. 
Rubber gaskets shall be wiped clean and flexed until resilient.  Refer to 
manufacturer's instructions for procedures to ensure gasket resiliency 
when assembling joints in cold weather.  
c. 
Insert gasket into joint recess and smooth out the entire circumference of 
the gasket to remove bulges and to prevent interference with the proper 
entry of the spigot of the entering pipe. 
d. 
Immediately prior to joint assembly, apply a thin film of approved 
lubricant to the surface of the gasket which will come in contact with the 
entering spigot end of pipe.  CONTRACTOR may, at his option, apply a 
thin film of lubricant to the outside of the spigot of the entering pipe. 
e. 
For assembly, center spigot in the pipe bell and push pipe forward until it 
just makes contact with the rubber gasket.  After gasket is compressed and 
before pipe is pushed or pulled all the way home, carefully check the 
gasket for proper position around the full circumference of the joint.  Final 
assembly shall be made by forcing the spigot end of the entering pipe past 
the rubber gasket until it makes contact with the base of the bell.  When 
more than a reasonable amount of force is required to assemble the joint, 
the spigot end of the pipe shall be removed to verify the proper positioning 
of the rubber gasket.  Gaskets which have been scoured, or otherwise 
damaged, shall not be used. 
f. 
Maintain an adequate supply of gaskets and joint lubricant at the site at 
all times when pipe jointing operations are in progress. 
3. 
Proprietary Joints:

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City of Chandler 
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Chandler Heights Road Utility Relocations 
a. 
Pipe which utilizes proprietary joints such as Fastite, by American Cast 
Iron Pipe Company, Tyton by U.S. Pipe Incorporated, restrained joints 
described under Paragraph 3.2 of this Section, or other such joints shall 
be installed in strict accordance with the manufacturer's instructions. 
4. 
Mechanical Coupling Joints: 
a. 
Prior to the installation and assembly of mechanical couplings, the joint 
ends shall be cleaned thoroughly with a wire brush to remove foreign 
matter.  Following this cleaning, lubricant shall be applied to the rubber 
gasket or inside of the coupling housing and to the joint ends.  After 
lubrication, the gasket shall be installed around the joint end of the 
previously installed piece and the joint end of the subsequent piece shall 
be mated to the installed piece.  The gasket shall be positioned and the 
coupling housing placed around the gasket and over the grooved or 
shouldered joint ends.  The bolts shall be inserted and the nuts screwed up 
tightly by hand.  The bolts shall then be tightened uniformly in order to 
produce an equal pressure on all parts of the housing.  When the housing 
clamps meet metal to metal, the joint is complete and further tightening is 
not required. 
I. 
Backfilling: 
1. 
Place backfill as construction progresses.  Backfill by hand and use power 
tampers until pipe is covered by at least 1 foot of fill. 
J. 
Connections to Valves: 
1. 
Install valves as shown. 
2. 
Provide suitable adapters when valves and piping have different joint types. 
3. 
Provide thrust restraint at all valves at pipeline terminations. 
K. Transitions from One Type of Pipe to Another: 
1. 
Provide all necessary adapters, specials and connection pieces required when 
connecting different types and sizes of pipe or connecting pipe made by 
different manufacturers. 
L. Closures: 
1. 
Provide all closure pieces shown or required to complete the Work. 
3.2       THRUST RESTRAINT 
A. Provide thrust restraint on all pressure piping systems and where otherwise shown 
and specified.  Pipe joints shall be restrained as specified in Paragraph 3.2.C of this 
Section. 
B. Thrust restraint shall be accomplished by means of restrained pipe joints.  Concrete 
thrust blocks shall be used only when specifically shown on the Drawings or as 
directed by the CONSTRUCTION MANAGER.  Thrust restraints shall be 
designed for the axial thrust exerted by the test pressure given in the Buried Piping 
Schedule.

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City of Chandler 
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Chandler Heights Road Utility Relocations 
C. Restrained Pipe Joints: 
1. 
Pipe joints shall be restrained by means suitable to the type of pipe being 
installed. 
a. 
Ductile iron push-on joints and mechanical joints shall be restrained 
utilizing a proprietary restrained joint system such as American Fast-Grip 
and American Flex-Ring Joint, MEGALUG Ductile Iron Pipe Restraints 
as manufactured by EBAA Iron Inc., TR Flex Gripper Ring and TR Flex 
Joints, and tie rods, or other system approved by CONSTRUCTION 
MANAGER.   
b. 
Pipe thrust restraint shall be in accordance with the Schedule of 
Restrained Pipe Lengths and as noted on the Project Drawings. 
2. 
Schedule of Restrained Pipe Lengths:  Restrained pipe lengths shall conform 
to the requirements of AWWA M41 for ductile iron pipe.  Restrained pipe 
lengths shall be as shown on the Construction Plans.  For pipe not specifically 
illustrated on the Plans, CONTRACTOR shall submit a lay schedule 
identifying restrained lengths complying with AWWA M41. 
D. Concrete Thrust Blocks: 
1. 
Thrust blocks shall be constructed of Class “B” concrete, conforming to the 
requirements of MAG. 
2. 
Blocks shall be placed against undisturbed soil as shown on Drawings or as 
directed by the CONSTRUCTION MANAGER. Concrete shall be placed so 
that pipe joints and fitting joints will be accessible for repair. 
3. 
Size of the concrete thrust blocks shall be per MAG details or as directed by 
the CONSTRUCTION MANAGER. 
4. 
Concrete thrust blocks shall not be used for pipe restraint except where 
specifically shown on the Drawings, or as approved by the CONSTRUCTION 
MANAGER. 
3.3       WORK AFFECTING EXISTING PIPING 
A. Location of Existing Piping: 
1. 
Locations of existing piping shown should be considered approximate. 
2. 
CONTRACTOR shall determine the true locations of existing piping to which 
Work is to be performed, and locations of other facilities which could be 
disturbed during earthwork operations, or which may be affected by 
CONTRACTOR'S Work already installed. 
B. Taking Existing Pipelines Out of Service: 
1. 
Do not take pipelines out of services, unless specifically provided for under 
this Project or approved by CONSTRUCTION MANAGER. 
2. 
Notify CONSTRUCTION MANAGER at least 48 hours prior to taking 
pipeline out of service. 
C. Work on Existing Pipelines: 
1. 
Cut or tap pipes as shown or required with machines specifically designed for 
this Work.

May 2022 
  
City of Chandler 
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Chandler Heights Road Utility Relocations 
2. 
Install temporary plugs to prevent entry of mud, dirt, water, and debris. 
3. 
Provide all necessary adapters, fittings, pipe, and appurtenances required to 
complete the Work. 
4. 
Existing pipelines that are cut and abandoned shall be adequately capped or 
filled with grout. 
3.4       TESTING OF PIPING 
A. General: 
1. 
All testing shall conform to the MAG Standard Specifications 611.  In case of 
contradiction with these Specifications the CONTRACTOR shall notify the 
CONSTRUCTION MANAGER before proceeding with the testing. 
2. 
Test all piping except as otherwise authorized by CONSTRUCTION 
MANAGER. 
3. 
Notify CONSTRUCTION MANAGER 72 hours in advance of testing. 
4. 
Provide all testing apparatus, including pumps, hoses, gauges, and fittings. 
5. 
Unless otherwise noted, pipelines shall hold specified test pressure for two 
hours. 
6. 
Repair and retest pipelines that fail to hold specified test pressure or which 
exceed the allowable leakage rate. 
7. 
Unless otherwise specified, test pressures required are at the lowest elevation 
of the pipeline section being tested. 
8. 
Conduct all tests in the presence of CONSTRUCTION MANAGER. 
9. 
Advise local authorities having jurisdiction if their presence is required during 
testing. 
10. All testing shall conform to the MAG Standard Specifications.  In case of 
contradiction with these Specifications the CONTRACTOR shall notify the 
CONSTRUCTION MANAGER before proceeding with the testing. 
B. Schedule of Pipeline Tests: 
1. 
Test piping at the test pressures listed in the Buried Piping Schedule and 
respective pipe material specification. 
2. 
All piping shall be water tested after installation, except as otherwise specified 
or directed by CONSTRUCTION MANAGER. 
3. 
For piping not included in the Schedule, the CONSTRUCTION MANAGER 
will notify CONTRACTOR in writing of the test pressure to be used. 
C. Pressure Test Procedure: 
1. 
Per MAG Standard Specification 611, all restrained pipelines shall be 
backfilled and compacted to 100% before testing, unless otherwise required or 
approved by CONSTRUCTION MANAGER.  
2. 
Allow concrete for thrust blocks to reach design strength before testing. 
3. 
Fill section to be tested slowly with water and expel all air.  Install corporation 
cocks, if necessary, to remove all air. 
4. 
Test only one section of pipe at a time. 
5. 
Apply specified test pressure for two hours and observe pressure gage.  Check 
carefully for leaks while test pressure is being maintained.

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City of Chandler 
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Chandler Heights Road Utility Relocations 
D. Leakage Testing: 
1. 
Conduct leakage test for all liquid piping after satisfactory completion of 
pressure test. 
2. 
Allow all pipes to stand full of water at least 24 hours prior to starting leakage 
test. 
3. 
Maintain test pressure constantly for the minimum test period and accurately 
measure the amount of water which must be added to maintain the test 
pressure. 
4. 
Allowable Leakage in piping system shall be per MAG Standard Specification 
611.2.2 
5. 
Leakage Test Procedure: 
a. 
Examine exposed pipe, joints, fittings, and valves.  Repair visible leakage 
or replace the defective pipe, fitting, or valve. 
b. 
Refill the line under test to reach the required test pressure. 
c. 
Provide a test container filled with a known quantity of water at the start 
of the test.  Attach the test pump suction to the test container. 
d. 
Pump water from the test container into the line with the test pump to hold 
the specified test pressure for the test period.  Water remaining in the 
container shall be measured and the amount used during the test shall be 
recorded on the test report. 
e. 
Perform all repair, replacement, and retesting required because of failure 
to meet testing requirements. 
f. 
Leakage shall be less than rate specified above. 
3.5       DISPOSAL OF WATER 
A. CONTRACTOR shall provide suitable means for disposal of test and flushing 
water so that no damage results to facilities or waterways. 
B. Means of disposal of test and flushing water shall be subject to the approval of 
CONSTRUCTION MANAGER, local governing authorities, and regulatory 
agencies. 
C. CONTRACTOR shall be responsible for any damage caused by his water disposal 
operations. 
3.6       CLEANING 
A. Cleaning: 
1. 
Thoroughly clean all piping and flush prior to placing in service in a manner 
approved by CONSTRUCTION MANAGER. 
2. 
Piping 24-inches in diameter and larger shall be inspected from inside and all 
debris, dirt and foreign matter removed. 
3. 
If piping that requires disinfection has not been kept clean during storage or 
installation, CONTRACTOR shall swab each section individually before 
installation with a 5% hypochlorite solution, to ensure clean piping.

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City of Chandler 
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Chandler Heights Road Utility Relocations 
3.7       PIPING SCHEDULE 
A. The following abbreviations are used in the Buried Piping Schedule: 
1. 
Service Abbreviations: 
a. 
Potable Water: W. 
b. 
Reclaimed Water:  RW. 
2. 
Material Abbreviations: 
a. 
Asbestos Concrete Pipe:  ACP 
b. 
Chlorinated Polyvinyl Chloride:  CPVC 
c. 
Copper Pipe:  COP 
d. 
Ductile Iron Pipe:  DIP 
e. 
Glass-Lined Ductile Iron Pipe:  GDIP 
f. 
Galvanized Steel:  GST 
g. 
Polyethylene:  PE 
h. 
Polyvinyl Chloride:  PVC 
i. 
Stainless Steel Pipe:  SST 
j. 
Vitrified Clay Pipe:  VCP 
3. 
Lining/Coating Abbreviations: 
a. 
Bituminous Coated:  BC 
b. 
Cement Mortar Lined:  CML 
c. 
Galvanized:  GALV 
d. 
Glass Lined:  GL 
e. 
Polyethylene Wrap:  PE 
f. 
Protecto 401 Ceramic Epoxy:  CE 
g. 
T-Lock:  TL 
h. 
Painting:  P (Painted per Section 09900) 
4. 
Joint Abbreviations: 
a. 
Bell and Spigot:  BS 
b. 
Butt Wrapped:  BW 
c. 
Flanged:  FL 
d. 
Mechanical Joint:  MJ 
e. 
Soldered:  SD  
f. 
Solvent Welded:  SW 
g. 
Welded:  W

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City of Chandler 
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Chandler Heights Road Utility Relocations 
BURIED PIPING SCHEDULE 
 
Service 
Material Interior 
Lining 
Exterior 
Coating 
Pressure Class 
Joint 
Test Pressure 
(psig) 
Potable Water 3-inch 
and Smaller 
COP 
N/A 
- 
- 
 
SD 
200 
Potable Water (4-
inch Up to 12-inch 
Diameter) 
DIP 
CML 
BC,PE 
350 
MJ/BS 
200 
Potable Water (12-
inch Diameter Up to 
24-inch Diameter)  
DIP 
CML 
BC,PE 
250 
MJ/BS 
150 
Potable Water 
(Larger than 24-inch 
Diameter) 
DIP 
CML 
BC,PE 
150 
MJ/BS 
125 
Reclaimed Water 3-
inch and Smaller 
COP 
N/A 
- 
- 
SD 
200 
Reclaimed Water (4-
inch Up to 12-inch 
Diameter) 
DIP 
CML 
BC,PE 
350 
MJ/BS 
200 
Reclaimed Water 
(12-inch Diameter 
Up to 24-inch 
Diameter)  
DIP 
CML 
BC,PE 
250 
MJ/BS 
150 
Reclaimed Water 
(Larger than 24-inch 
Diameter) 
DIP 
CML 
BC,PE 
150 
MJ/BS 
125 
Sanitary Sewer 
ASTM 
C700 
VCP 
N/A 
N/A 
Extra Strength 
BS 
3.5 
 
 
++  END OF SECTION  ++

May 2022 
  
City of Chandler 
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Chandler Height Road Utility Relocations 
SECTION 15061 
DUCTILE IRON PIPE 
PART 1 - GENERAL 
1.1       DESCRIPTION 
A. Scope:  
1. 
CONTRACTOR shall provide all labor, materials, equipment, and incidentals 
as shown, specified, and required to furnish and install ductile iron pipe and 
fittings.   
2. 
The extent of ductile iron pipe to be furnished is shown on the Drawings and 
in the schedules included in Section 15051, Buried Piping Installation. 
B. Definition:  Where cast iron pipe is specified, the term and symbol shall mean 
ductile iron pipe. 
C. Related Work Specified Elsewhere: 
1. 
Section 11295, Hydraulic Valves. 
2. 
Section 15050, Piping Systems. 
3. 
Section 15051, Buried Piping Installation. 
1.2       QUALITY ASSURANCE 
A. Manufacturer Qualifications:  Manufacturer shall have a minimum of five years of 
experience in the production of ductile iron pipe and fittings and shall show 
evidence of satisfactory service in at least five installations. 
B. Unless otherwise specified, references to documents shall mean the documents in 
effect at the time of Advertisement for Bids or Invitation to Bid (or on the effective 
date of the Agreement if there were no Bids).  If referenced documents have been 
discontinued by the issuing organization, references to those documents shall mean 
the replacement documents issued or otherwise identified by that organization or, 
if there are no replacement documents, the last version of the document before it 
was discontinued.  Where document dates are given in the following listing, 
references to those documents shall mean the specific document version associated 
with that date, whether or not the document has been superseded by a version with 
a later date, discontinued, or replaced. 
1. 
ANSI B16.1 - Cast Iron Pipe Flanges and Flanged Fittings Class 25, 125, 250, 
and 800. 
2. 
ANSI B16.5 - Pipe Flanges and Flanged Fittings. 
3. 
ASTM C150 - Portland Cement. 
4. 
AWWA C104 (ANSI A21.4) - Cement Mortar Lining for Ductile Iron and 
Gray Iron Pipe and Fittings for Water.

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City of Chandler 
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Chandler Height Road Utility Relocations 
5. 
AWWA C105 (ANSI A21.5) - Polyethylene Encasement for Ductile Iron 
Piping for Water and Other Liquids. 
6. 
AWWA C110 (ANSI A21.10) - Ductile Iron and Gray Iron Fittings, 3" 
Through 48", for Water and Other Liquids. 
7. 
AWWA C111 (ANSI A21.11) - Rubber Gasket Joints for Ductile Iron and 
Gray Iron Pressure Pipe and Fittings. 
8. 
AWWA C115 (ANSI A21.15) - Flanged Ductile Iron and Gray Iron Pipe with 
Threaded Flanges. 
9. 
AWWA C150 (ANSI A21.50) - Thickness Design of Ductile Iron Pipe. 
10. AWWA C151 (ANSI A21.51) - Ductile Iron Pipe, Centrifugally Cast, in Metal 
Molds or Sand-Lined Molds, for Water or Other Liquids. 
11. AWWA C153 (ANSI A21.53) - Ductile Iron Compact Fittings, 3" Through 
12" for Water and Other Liquids. 
12. AWWA C600 - Installation of Ductile Iron Water Mains and Their 
Appurtenances. 
13. AWWA C606 - Grooved and Shouldered Type Joints. 
14. MAG - Uniform Standard Specifications and Details for Public Work 
Construction. 
15. City of Chandler Unified Standard Specifications. 
1.3       SUBMITTALS 
A. Shall be in accordance with Section 15050, Piping Systems, submittal information. 
B. Each Shop Drawing submittal shall include a copy of the relevant Specification 
Section.  Each and every paragraph of the Specification Section shall be clearly 
marked to indicate whether the requirements for equipment and/or services in the 
Specification Section are met.  If clarifications are needed to any of the paragraphs 
in the Specification Section, they shall be addressed next to the paragraph or in an 
attached letter as such and explained further with any additional information 
necessary.  If any exceptions and/or deviations are proposed to any of the 
Specifications, they shall be clearly noted as such in the submittal, and an 
explanation of any deviation and/or exception shall be provided. The 
CONTRACTOR shall furnish equipment and/or services as specified if an 
exception and/or deviation is rejected. 
PART 2 - PRODUCTS 
2.1       GENERAL 
A. Pipe design, materials, and manufacturer shall comply with the following 
documents:

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City of Chandler 
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Chandler Height Road Utility Relocations 
ITEM 
DOCUMENT 
Thickness Design 
AWWA C150 
Manufacturing Requirements: 
Water or Other Liquid 
 
AWWA C151 
Gravity Service Pipe 
ASTM A716 
Joints: 
Rubber Gasket 
Threaded Flange 
 
AWWA C111 
AWWA C115 
Fittings: 
Water or Other Liquid 
 
AWWA C110/AWWA C153 
Cement Mortar Lining 
AWWA C104 
Polyethylene Encasement 
AWWA C105 
 
2.2       PIPE 
A. Unless otherwise specified, ductile iron pipe shall be Pressure Class 350 for below 
ground installations and Special Thickness Class 53 for above ground. 
B. For grooved end pipe or flanged end, wall thickness shall be minimum Class 53, 
except where the specified pressure requires heavier pipe. 
C. All ductile iron pipes shall conform to the requirements of MAG Standard 
Specification Section 750 "Iron Water Pipe and Fittings." 
D. All ductile iron pipes shall be manufacturers as listed within the City of Chandler 
Approved Product List.  
2.3       GASKETS 
A. Unless otherwise specified, gasket stock shall be a synthetic rubber compound in 
which the elastomer is nitrile or neoprene. 
B. The compound shall contain not less than 50% by volume nitrile or neoprene and 
shall be free from factice, reclaimed rubber, and other deleterious substances. 
C. Gaskets shall comply with AWWA C111 for push-on and mechanical joints, and 
with AWWA C606 for grooved end joints. 
D. For high temperature gaskets refer to section 15050, Piping Systems. 
2.4       FITTINGS 
A. Parent pipe and branch outlets shall be centrifugally cast ductile iron pipe designed 
in accordance with ANSI/AWWA C150/A21.50 and manufactured in accordance 
with ANSI/AWWA C151/A21.51.  Minimum class shall be Thickness Class 53.

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City of Chandler 
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Chandler Height Road Utility Relocations 
B. Ends shall be flanged, restrained mechanical joint, or restrained push-on to suit the 
condition specified, except for transmission mains where indicated otherwise on 
the Drawings. 
C. The AWWA C153 compact ductile iron fittings in sizes 3-inches through 12-inches 
are an acceptable substitute for standard fittings, unless otherwise specified. 
D. Long radius elbows shall be provided where specified. 
E. Welded-on outlets shall be limited to branch outlets having a nominal diameter less 
than 70% of the nominal diameter of the main line pipe (maximum size of 30-
inches). Welded-on outlets may be provided for tees, tangential outlets, or lateral 
outlets fabricated at a specific angle to the main line pipe as shown on the Drawings.  
Welded-on outlets shall be fabricated by the pipe manufacturer at the same facility 
where the pipe is produced.  The pipe cement mortar lining shall only be applied or 
repaired after the outlet has been welded on at the manufacturing facilities where 
the pipe is produced.  The pipe manufacturer shall have a minimum of five years 
experience in the fabrication and testing of outlets of similar size and configuration 
as shown on the Drawings or specified herein. 
F. Weldment for welded-on outlets shall be based on the method described in Section 
VII of the ASME Unified Pressure Vessel Code.  Reinforcing welds shall be placed 
using Ni-Rod FC 55 cored wire or Ni-Rod 55 electrodes manufactured by INCO 
Alloys (or an electrode with equivalent performance properties).  Carbon steel 
electrodes are not acceptable.   
G. All ductile iron pipe fittings shall be as manufactured by the same manufacturer as 
the ductile iron pipe. 
2.5       JOINTS 
A. Push-On Joints:  
1. 
Push-on joints shall be the rubber ring compression type suitable for buried 
service.  Unrestrained push-on joints shall be Fastite Joint as manufactured by 
American Cast Iron Pipe Company, the Tyton Joint as manufactured by U.S. 
Pipe, or equal.  This joint is not permitted on fittings or specials, unless 
otherwise specified.  Push-on joints shall have an allowable deflection of up to 
5 degrees at specified pressures.  Joint assembly and field cuts shall be made 
in strict conformance with AWWA C600 and pipe manufacturer's 
recommendations. 
B. Flange Assemblies: 
1. 
Unless otherwise specified, flanges shall be ductile iron and shall be threaded-
on flanges conforming to ANSI/AWWA A21.15/C115 or cast-on flanges 
conforming ANSI/AWWA A21.10/C110. 
2. 
Flanges shall be adequate for 250 psi working pressure. 
3. 
Bolt circle and bolt holes shall match those of ANSI B16.1, Class 125 flanges 
and ANSI B16.5, Class 150 flanges.

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City of Chandler 
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Chandler Height Road Utility Relocations 
4. 
Where specified, flanges shall be threaded-on or cast-on flanges conforming 
to ANSI B16.1, Class 250. 
5. 
Unless otherwise specified, bolts and nuts for flange assemblies shall conform 
with the requirements of Section 15120, Piping Specialties and Accessories.  
Gaskets shall be as specified with the requirements of Section 15120, Piping 
Specialties and Accessories. 
C. Mechanical Joints: 
1. 
Where specified, restrained mechanical joints shall be the positive restraint 
type.  Mechanical joints with retainer glands are not acceptable. 
2. 
Locked mechanical hydrant tees, bends, and adapters are an acceptable 
substitute for anchoring fire hydrants and valves to the pipe main. 
D. Restrained Joints: 
1. 
Unless otherwise specified, restrained joints shall be flanged or grooved end 
for exposed service and push-on or grooved end for buried service.  Restrained 
pipe shall be applied the entire length of pipe as shown on the Construction 
Drawings. 
2. 
Restrained joints for pipe and fittings shall be as listed within City of Chandler 
Approved Product List.  
3. 
Restrained joints shall be capable of being deflected after full assembly.   
4. 
Joint assembly shall be in strict conformance with AWWA C600 and 
manufacturer's recommendations.   
5. 
No field cuts of restrained pipe are permitted without prior approval of the 
Construction Manager.   
E. Bolts and Nuts: 
1. 
Corrosion-resistant bolts and nuts for use with ductile iron joints shall be high-
strength, low-alloy steel as specified in ANSI/AWWA C111/A21.11. 
2. 
Below grade installations require type 316 stainless steel. 
2.6       PIPE COATING 
A. Unless otherwise specified, pipe and fittings shall be coated with asphaltic material 
as specified in AWWA C151. 
B. Polyethylene Encasement: 
1. 
All buried ductile iron pipe and fittings shall be wrapped with polyethylene 
film in tube form as specified in AWWA C105 and MAG Section 610. 
2.7       PIPE LINING 
A. Cement mortar lining. 
B. Unless otherwise specified, interior surfaces of pipe and fittings shall be cement 
mortar lined in accordance with AWWA C104.

May 2022 
  
City of Chandler 
21-047 
15061-6 
Chandler Height Road Utility Relocations 
C. Cement shall be ASTM C150, Type II or V, low alkali, containing less than 0.60% 
alkalies. 
PART 3 - EXECUTION 
3.1       INSTALLATION 
A. General: 
1. 
Piping runs specified on the Drawings shall be followed as closely as possible.  
Proposed deviations shall be submitted in accordance with Section 01300, 
Submittals. 
2. 
Pipe shall be installed in accordance with AWWA C600 and MAG Section 
610. 
B. Insulating Sections: 
1. 
Where a metallic non-ferrous pipe or appurtenance is connected to ferrous pipe 
or appurtenance, an insulating section shall be provide. 
C. Anchorage: 
1. 
Anchorage shall be provided as specified.  Calculations and Drawings for 
proposed alternative anchorage shall be submitted in accordance with Section 
01300, Submittals. 
3.2       ACCEPTANCE TESTING 
A. Hydrostatic pressure tests shall be conducted in accordance with Section 4 of 
AWWA C600, except that test pressures and allowable leakage shall be as listed in 
Section 15050, Piping Systems. 
B. The CONTRACTOR shall conduct the tests in the presence of the 
CONSTRUCTION MANAGER and/or OWNER. 
C. All welded-on outlets shall be rated for a working pressure of 250 psi and must 
have a minimum safety factor of 2.0 based on proof of design hydrostatic test 
results.  
D. Prior to the application of any coating or lining in the outlet area all weldments for 
branch outlets to be supplied on this project shall be subject to an air pressure test 
of at least 15 psi.  Air leakage is not acceptable.  Any leakage shall be detected by 
applying an appropriate soapy water solution to the entire exterior surface of the 
weldment and adjoining pipe edges or by immersing the entire area in a vessel of 
water and visually inspecting the weld surface for the presence of air bubbles.  Any 
weldment that shows signs of visible leakage shall be repaired and retested in 
accordance with the manufacturer's written procedures.

May 2022 
  
City of Chandler 
21-047 
15061-7 
Chandler Height Road Utility Relocations 
3.3       POLYETHYLENE TUBE 
A. Polyethylene encasement shall be used on all buried ductile iron pipe, unless 
otherwise specified.  Installation of polyethylene shall be as specified in MAG 
Section 610 and these Specifications.  Pipe, fittings, valves, and couplings shall be 
wrapped.  Fittings that require concrete backing shall be wrapped prior to placing 
the concrete. 
B. The polyethylene tube seams and overlaps shall be wrapped and held in place by 
means of a 2-inch wide plastic backed adhesive tape.  The tape shall be Polyken 
No. 900 (polyethylene), Scotchwrap No. 50 (polyvinyl), or equal.  The tape shall 
be such that the adhesive shall bond securely to both metal surfaces and 
polyethylene film.  Bedding and initial backfill for polyethylene wrapped pipe shall 
be a well-graded granular material which will not cut or damage the polyethylene 
tube during placement and backfilling.  Sharp angular material over 0.5-inches shall 
not be used with polyethylene encasement. 
++  END OF SECTION  ++

May 2022 
  
City of Chandler 
21-047 
15064-1 
Chandler Heights Road Utility Relocations 
SECTION 15064 
COPPER PIPE 
PART 1 - GENERAL 
1.1       DESCRIPTION 
A. Scope: 
1. 
CONTRACTOR shall provide all labor, materials, equipment and 
incidentals, as shown, specified, and required to furnish and install copper 
pipe and fittings. 
2. 
The extent of copper pipe is shown and specified in the schedules included in 
Sections 15051, Buried Piping Installation. 
3. 
All jointing materials, end caps, and other appurtenances and accessories 
shall be provided. 
4. 
It is the intent of the Contract Documents to provide complete and workable 
piping systems.  Any supplementary fittings and appurtenances required for 
proper completion of the Work shall be considered as having been included 
under this Section. 
B. Related Sections: 
1. 
Section 15051, Buried Piping Installation. 
1.2       QUALITY ASSURANCE 
A. Manufacturer's Qualifications: 
1. 
Manufacturer shall have a minimum of five years of experience in the 
production of copper pipe and fittings, and shall show evidence of 
satisfactory service in at least five installations. 
2. 
Each type of pipe and fitting shall be obtained from no more than one 
manufacturer. 
B. Requirements of Regulatory Agencies:  Comply with the applicable provisions of 
the following regulatory agencies, where applicable: 
1. 
Underwriters' Laboratories, Inc. 
2. 
National Fire Protection Association. 
3. 
ASME, Boiler and Pressure Vessel Code. 
4. 
State and Local Building Codes and Ordinances. 
5. 
Uniform Plumbing Code. 
C. Reference Standards:  Comply with applicable provisions and recommendations 
of the following, except as otherwise shown or specified. 
1. 
ANSI B16.22, Wrought Copper and Copper Alloy Solder Joint Pressure 
Fittings. 
2. 
ANSI B16.26, Cast Copper Alloy Fittings for Flared Copper Tubes.

May 2022 
  
City of Chandler 
21-047 
15064-2 
Chandler Heights Road Utility Relocations 
3. 
ASTM B32, Specification for Solder Metal. 
4. 
ASTM B42, Specification for Standard Size Seamless Copper Pipe. 
5. 
ASTM B68, Specification for Bright Annealed Seamless Copper Tube. 
6. 
ASTM B75, Specification for Seamless Copper Tube. 
7. 
ASTM B88, Specification for Seamless Copper Water Tube. 
8. 
ASTM B280, Specification for Seamless Copper Tube for Air-Conditioning 
and Refrigeration Field Service. 
9. 
ASTM B302, Specification for Threadless Copper Pipe. 
10. ASTM B306, Specification for Copper Drainage Tube (DWV). 
D. Inspection:  The quality of all materials provided and adequacy of installation 
shall be subject to the review and approval of the CONSTRUCTION 
MANAGER. 
1.3       SUBMITTALS  
A. Shop Drawings:  Submit for approval the following: 
1. 
Detailed drawings and data on pipe fittings and appurtenances.  Submit these 
with Shop Drawings required under Section 15051, Buried Piping 
Installation. 
B. Certificates:  Where specified or otherwise required by the CONSTRUCTION 
MANAGER, submit test certificates.  Submit Certificates of Compliance with 
referenced standards. 
C. Each Shop Drawing submittal shall include a hard copy of the relevant 
Specification Section.  Each and every paragraph of the Specification Section 
shall be clearly marked to indicate whether the requirements for equipment and/or 
services in the Specification Section are met.  If clarifications are needed to any of 
the paragraphs in the Specification Section, they shall be addressed next to the 
paragraph or in an attached letter as such and explained further with any 
additional information necessary.  If any exceptions and/or deviations are 
proposed to any of the Specifications, they shall be clearly noted as such in the 
submittal, and an explanation of any deviation and/or exception shall be provided. 
The CONTRACTOR shall furnish equipment and/or services as specified if an 
exception and/or deviation is rejected. 
1.4       PRODUCT DELIVERY, STORAGE, AND HANDLING 
A. Refer to Section 15051, Buried Piping Installation.

May 2022 
  
City of Chandler 
21-047 
15064-3 
Chandler Heights Road Utility Relocations 
PART 2 - PRODUCTS 
2.1       MATERIALS 
A. Threadless Copper Pipe:  Pipe shall be assembled with brazing-joint pipe fittings. 
Material shall conform to ASTM B302. 
B. Couplings and Fittings for Copper Tubing: 
1. 
Unless otherwise specified, couplings for copper tubing 2-inch and smaller 
nominal diameter shall be compression type, bronze or brass, capable of 
holding the full bursting strength of the tubing and shall meet the 
requirements of ANSI B16.26. 
2. 
Product and Manufacturer:  Provide fittings and couplings for copper tubing 
by one of the following: 
a. 
Swagelok. 
b. 
Gyrolok. 
c. 
Or equal. 
C. No galvanized pipe or fittings shall be used for this installation. 
2.2       JOINTING 
A. Reclaimed water piping shall be assembled with soldered type joints.  Fittings 
shall conform to ANSI B 16.22, Wrought Copper and Copper Alloy Solder Joint 
Pressure Fittings. 
B. Soldered joints shall be 95-5 tin-antimony solder, conforming to ASTM B32. 
C. All joints shall conform to manufacturer's recommendations and shall be made by 
skilled workmen. 
D. Joints shall develop full strength and shall be greater than the pipe joined. 
2.3       MARKING 
A. All items shall be marked or labeled with the following information: 
1. 
Metal or alloy designation. 
2. 
Temper. 
3. 
Size and schedule. 
4. 
ASTM specification number. 
5. 
Name and location of supplier.

May 2022 
  
City of Chandler 
21-047 
15064-4 
Chandler Heights Road Utility Relocations 
PART 3 - EXECUTION 
3.1       INSTALLATION 
A. Refer to Section 15051, Buried Piping Installation, for installation, testing and 
cleaning. 
B. Dielectric Protection:  Copper tubing or fittings shall not be permitted to come in 
contact with steel piping, reinforcing steel, or other steel at any location.  
Electrical checks shall be made to ensure no contact is made between copper 
tubing and steel elements.  Wherever electrical contact is demonstrated by such 
test, CONTRACTOR shall provide dielectric protection as specified in Section 
15120, Piping Specialties and Accessories. 
C. All copper piping being buried shall be provided with a protective covering or 
wrapping such as polyethylene wrap as specified in MAG Section 610.6 – 
Polyethylene Corrosion Protection.  
++  END OF SECTION  ++

May 2022 
  
City of Chandler 
21-047 
15067-1 
Chandler Heights Road Utility Relocations 
SECTION 15067 
VITRIFIED CLAY PIPE 
PART 1 - GENERAL 
1.1       SUMMARY 
A. CONTRACTOR shall provide all labor, materials, equipment, and incidentals as 
shown on the plans, specified and required to furnish and install vitrified clay pipe, 
fittings and appurtenances. 
B. Any pipe, which does not meet specifications or has been rejected, shall be removed 
from the job site at no cost to the owner. 
C. The extent of vitrified clay pipe is shown within the Drawings and in the schedules 
included in Section 15051, Buried Piping Installation. 
1.2       SECTION INCLUDES 
A. Vitrified Clay Pipe (VCP). 
1.3       RELATED SECTIONS 
A. Section 15050, Piping Systems.  
B. Section 15051, Buried Piping Installation. 
1.4       REFERENCES 
A. National Clay Pipe Institute (NCPI) Engineering Manual 
B. ASTM C12 – Standard Practice for Installing Vitrified Clay Pipe 
C. ASTM C301 – Test Methods for Vitrified Clay Pipe 
D. ASTM C425 – Compression Joints for Vitrified Clay Pipe and Fittings 
E. ASTM C700 – Vitrified Clay Pipe, Extra Strength, Standard Strength, and Perforated 
F. ASTM C828 – Test Method for Low-Pressure Air Test of Vitrified Clay Pipe Lines 
G. ASTM C896 – Terminology Relating to Clay Products 
H. ASTM C1091 – Test Method for Hydrostatic Infiltration Testing of Vitrified Clay 
Pipe Lines

May 2022 
  
City of Chandler 
21-047 
15067-2 
Chandler Heights Road Utility Relocations 
1.5       SUBMITTAL 
A. Shop Drawings:  Submit for approval the following: 
1. 
Detailed drawings and data on pipe, fittings, gaskets, and appurtenances.  
Submit these with Shop Drawings required under Section 15051, Buried Piping 
Installation.  
B. The manufacturer shall submit design calculations to the ENGINEER.  The design 
calculations shall be signed and sealed by a Registered Professional Engineer 
licensed in the State of Arizona.  The design calculations shall indicate that the pipe 
wall thickness will be satisfactory for all conditions of external pressure and earth 
loadings, special physical loadings, and internal pressure. 
C. Certificates:  Submit certificates of compliance with referenced standards. 
D. Also shall be in accordance with Section 15050, Piping Systems submittal 
information. 
1.6       PRODUCT DELIVERY, STORAGE AND HANDLING 
A. Refer to Section 15051, Buried Piping Installation. 
B. Refer to Manufacturer’s recommendations. 
PART 2 - PRODUCTS 
2.1       SERVICE CONDITIONS 
A. General: 
1. 
Pipe shall be designed for an external live loading, including impact, equal to 
AASHTO, H-20 truck loading with earth cover as shown on the Drawings.  The 
external loading shall be calculated in accordance with the National Clay Pipe 
Institute (NCPI) Engineering Manual and as modified in accordance with the 
City of Chandler Standard Specifications. 
B. Service Conditions: 
1. 
Liquid Service:  (Refer to Section 15051, Buried Piping). 
2. 
Pipe overburden and trench bedding condition:  Refer to Drawings. 
3. 
Pipe should be able to attain the full design life of the pipe when surrounding 
earth is at a continuous temperature of up to 90oC. 
2.2       MATERIALS 
A. All materials used in the manufacturing of the piping and its components shall be 
new and of the best quality used for the purpose of commercial practice.

May 2022 
  
City of Chandler 
21-047 
15067-3 
Chandler Heights Road Utility Relocations 
2.3       VITRIFIED CLAY PIPE (VCP) AND FITTINGS 
A. General: 
1. 
All VCP and fittings shall be suitable for use as a gravity sewer conduit. VCP 
shall be Extra Strength Vitrified Clay Pipe conforming to all the requirements of 
ASTM C700 and MAG Specifications Section 743. 
2. 
Fittings shall be made to such dimensions as will accommodate the joint system 
specified. Wye and Tee branch fittings shall be furnished with spurs securely 
fastened by the manufacturer to the barrel of the fitting. There shall be no 
projection on the inner surface of the barrel. 
3. 
Joints for vitrified clay pipe and fittings shall be factory applied, mechanical, 
flexible-compression type and shall conform to ASTM C425 – Compression 
Joints for Vitrified Clay Pipe and Fittings. Clay pipe joint material must be 
polyurethane. The polyurethane joint must be a standard joint for the pipe 
manufacturer furnishing pipe on this project for a minimum of five years for all 
pipe sizes specified. The polyurethane joint must meet all requirements of 
ASTM C425. 
a. 
Rubber couplings used for mainline connections or reconnecting services 
shall be a stainless steel shielded rubber coupling. Gasket to meet ASTM 
C-425-91 Table 2. Shear ring to be Series 300 stainless steel with a 
minimum thickness of .012". Tightening bands shall be Series 316 stainless 
steel with stainless steel nut and bolt tightening clamps. Shear ring and 
clamps to meet all requirements of ASTM A-240-94A. 
4. 
All pipe load tested shall be loaded to the ultimate limit.  The load test is 
destructive and any pipe section tested shall be rejected from installation. 
PART 3 - EXECUTION 
3.1       TRENCHING, BACKFILLING, AND SUBGRADE PREPARATION 
A. Trenching, backfilling, and sub-grade preparation shall conform to MAG 
Specifications Section 601 and 615, and the City of Chandler Wastewater Technical 
Design Manual.  Bury depth shall be as shown in the Plans. 
B. Sheet, shore, and brace trenches, as necessary, to prevent caving or sliding of trench 
walls, to provide protection for workmen and the pipe, and to protect adjacent 
structures and facilities. 
C. Where solid timber sheeting is driven to a level below the top of pipe, it should not 
be removed after the pipe has been installed. The sheeting may be cut off at the level 
of the top of the pipe. 
D. If a movable shield is used, it is imperative that pipe already laid be securely blocked 
or braced to prevent opening of pipe joints when the shield is advanced in the trench.

May 2022 
  
City of Chandler 
21-047 
15067-4 
Chandler Heights Road Utility Relocations 
E. The bedding shall be placed on a flat undisturbed or restored trench bottom with a 
minimum thickness beneath the pipe barrel of 6 inches or one eighth of the outside 
diameter of the pipe, whichever is greater. "Carefully placed material" shall be sliced 
in the haunches of the pipe with a flattened shovel or other suitable tool. 
F. Pipe barrel shall be placed so that it is true to line and grade and to provide uniform 
and continuous support. 
G. A foundation may be required if soft, spongy, unstable, or other similar material is 
encountered upon which bedding material or pipe is to be placed. Unstable material 
shall be removed to a depth ordered by the Engineer and replaced with foundation 
material suitably densified. 
3.2       TESTING 
A. The CONTRACTOR shall be responsible for testing all pipelines.  All testing shall 
be performed in the presence of the CONSTRUCTION MANAGER and conform to 
the following paragraphs. 
B. After installation, backfilling, compaction, cleaning and before paving, acceptance 
testing shall be performed by low pressure air testing. 
C. Air Testing 
a. 
Testing shall be performed by the low pressure air test method conforming 
to ASTM C828 - Standard Test Method for Low Pressure Air Test of 
Vitrified Clay Pipe or per MAG Standard Specification 611.4.

May 2022 
  
City of Chandler 
21-047 
15067-5 
Chandler Heights Road Utility Relocations 
 
Table 1 
Minimum Test Time for Various Pipe Sizes 
 
Nominal  
Pipe Size, in. 
T (time) 
min/100 ft 
Nominal  
Pipe Size, in. 
T (time) 
min/100 ft 
 
 
 
 
4 
0.3 
24 
3.6 
6 
0.7 
27 
4.2 
8 
1.2 
30 
4.8 
10 
1.5 
33 
5.4 
12 
1.8 
36 
6.0 
15 
2.1 
39 
6.6 
18 
2.4 
42 
7.3 
21 
3.0 
 
 
 
Lines which fail any testing will be evaluated, repaired/replaced and retested for compliance 
with these specifications and the cost of any re-testing shall be borne by the contractor. 
D. Pressure testing for Gravity Pipe: 
1. 
Shall be in accordance with Section 15050, Piping Systems.  
++  END OF SECTION  ++

May 2022 
  
City of Chandler 
21-047 
15120-1 
Chandler Heights Road Utility Relocations 
SECTION 15120 
PIPING SPECIALTIES AND ACCESSORIES 
PART 1 - GENERAL  
1.1       DESCRIPTION  
A. Scope:  
1. 
CONTRACTOR shall provide all labor, materials, equipment, and 
incidentals as shown, specified, and required to furnish and install all piping 
specialties and accessories.  Included, but not limited to, are flexible 
couplings, mechanical couplings, flanged adapters, expansion joints, saddle 
taps. 
B. Related Work Specified Elsewhere: 
1. 
Division 15, Mechanical, Sections on piping and piping systems. 
1.2       QUALITY ASSURANCE  
A. Manufacturer's Qualifications: 
1. 
Manufacturer shall have a minimum of five years of experience in the 
production of substantially similar types of piping specialties specified and 
shall show evidence of satisfactory service in at least five installations. 
2. 
Each type of piping specialty and accessory shall be the product of one 
manufacturer. 
1.3       SUBMITTALS  
A. Descriptive submittals shall be made in accordance with Section 01300, 
Submittals. 
B. Coordinate these with Shop Drawings required for the piping systems. 
C. Each Shop Drawing submittal shall include a copy of the relevant Specification 
Section.  Each and every paragraph of the Specification Section shall be clearly 
marked to indicate whether the requirements for equipment and/or services in the 
Specification Section are met.  If clarifications are needed to any of the 
paragraphs in the Specification Section, they shall be addressed next to the 
paragraph or in an attached letter as such and explained further with any 
additional information necessary.  If any exceptions and/or deviations are 
proposed to any of the Specifications, they shall be clearly noted as such in the 
submittal, and an explanation of any deviation and/or exception shall be provided. 
The CONTRACTOR shall furnish equipment and/or services as specified if an 
exception and/or deviation is rejected.

May 2022 
  
City of Chandler 
21-047 
15120-2 
Chandler Heights Road Utility Relocations 
1.4       PRODUCT DELIVERY, STORAGE, AND HANDLING 
A. Refer to Division 15, Mechanical, Sections on piping and piping systems. 
PART 2 - PRODUCTS  
2.1       MATERIALS  
A. Couplings:  Unless otherwise specified, piping 2-inches in diameter and larger 
passing from concrete to earth shall be provided with two pipe couplings or 
flexible joints as specified within 2 feet or one pipe diameter of the structure, 
whichever is greater. 
1. 
Below-Grade Restrained Type Coupling: 
a. 
Pressure and Service:  Same as connected piping. 
b. 
Material:  ASTM A536 Ductile Iron. 
c. 
Gasket:  Suitable for water service and specification 15050.  
d. 
Bolts and Nuts:  Type 316 stainless steel bolts and nuts. 
e. 
Product and Manufacturer:   
1) Per City of Chandler Approved Product List 
2) No approved equal. 
2. 
Sleeve Type, Couplings:  
a. 
Pressure and Service:  Same as connected piping. 
b. 
Material: Carbon steel for carbon steel and exposed ductile iron piping 
systems, or stainless steel for stainless steel and buried or submerged 
ductile iron piping systems. 
c. 
Gasket:  Suitable for water service – NSF 61 Certified and specification 
15050.  
d. 
Bolts and Nuts:  Alloy steel, corrosion-resistant, prime coated.  Buried 
couplings shall have Type 316 stainless steel bolts and nuts. 
e. 
Harnessing:  
1) Harness couplings to restrain pressure piping.  Test pressures for 
pressure pipelines shall conform to the requirements of Section 
15050, Piping Systems. 
2) Adjacent flanges shall be tied with bolts of corrosion resistant alloy 
steel.  Provide flange mounted stretcher bolt plates as shown on the 
Drawings and to be designed by manufacturer, unless otherwise 
approved by the ENGINEER.  
3) Conform to dimensions, size, spacing and materials for lugs, bolts, 
washers and nuts as recommended by manufacturer and approved 
by ENGINEER for the pipe size, wall thickness and test pressure 
required.  However, the following minimum bolting shall be 
provided, unless otherwise approved by the ENGINEER.

May 2022 
  
City of Chandler 
21-047 
15120-3 
Chandler Heights Road Utility Relocations 
 
  Pipe  
 
 
 
   
 Bolt 
Diameter 
      Number 
      Diameter                 At 
 
(Inches)           of Bolts 
       (Inches)       
  (Degrees) 
   4 
 
 
  2 
 
 
  5/8  
 
   
180 
  6-8 
 
 
  2 
 
 
  3/4  
 
   
180 
 10-12  
 
  2 
 
 
  7/8  
    
   180 or 250 
 14-20  
 
  4 
 
 
   1  
 
 
190 
 24-48  
 
  4 
 
 
   1  
 
    
90 
   54 
 
 
  4 
 
 
   1  
 
   
250 
   60 
 
 
  4 
 
 
 1-1/4 
 
     
90 
f. 
Remove pipe stop, unless otherwise shown on the Drawings or 
specified. 
g. 
Product and Manufacturer:  Provide one of the following: 
1) Type 501, Romac Industries. 
2) Or equal. 
3. 
Flanged Adapters:  
a. 
Description:  One end of adapter shall be flanged and the other end shall 
have a sleeve type flexible coupling. 
b. 
Pressure and Service:  Same as connected piping. 
c. 
Material:  Cast iron or steel.  
d. 
Gasket:  Suitable for water service, and specification 15050. 
e. 
Bolts and Nuts:  Type 316 stainless steel. 
f. 
Harnessing:  
1) Harness adapters to restrain pressure piping.  Test pressures for 
pressure pipe lines are included in the piping schedules in Section 
15051, Buried Piping Installation. 
2) For adapters 12-inch diameter and less, provide 1/2-inch minimum 
stainless steel anchor studs installed in a pressure tight anchor boss. 
Provide number of studs required to restrain test pressure and 
service conditions.  Harness shall be as designed and recommended 
by manufacturer; however, the following minimum anchor studs 
shall be provided, unless otherwise approved by ENGINEER.  
a) 
6-inch Diameter and Less:  Two. 
b) 8-inch Diameter and Less:  Four. 
c) 
10-inch Diameter and Less:  Six. 
d) 12-inch Diameter and Less:  Eight. 
3) For adapters larger than 12-inch diameter, provide split-ring harness 
clamps with a minimum of four Type 316 stainless steel bolts.  
Harness assembly shall be as designed and recommended by 
manufacturer.  Dimensions, sizes, spacing, and materials shall be 
suitable for service and conditions encountered and shall be 
approved by ENGINEER. 
4) Harness couplings to restrain pressure piping. 
5) Test pressures for pressure pipe lines are included in Section 15051, 
Buried Piping Installation.

May 2022 
  
City of Chandler 
21-047 
15120-4 
Chandler Heights Road Utility Relocations 
6) Harnessing shall conform to the details shown on the Drawings. 
g. 
Product and Manufacturer:  Provide one of the following:  
1) Style FCA501, as manufactured by Romac Industries. 
2) Style 128, as manufactured by Dresser. 
3) Or approved equal. 
PART 3 - EXECUTION 
3.1       INSTALLATION 
A. Install piping specialties and accessories in accordance with manufacturer's 
instructions. 
B. Make adjustments to expansion joints as required to ensure that they will be fully 
extended when the ambient temperature is at minimum operating temperature and 
fully compressed at maximum operating temperature for the system in which they 
are installed. 
++  END OF SECTION  ++

RIDER 
TO BE ATTACHED TO AND FORM PART OF 
-'Po...;e:.:rl..:.o:::..:r:...::m::ca=:n::..:c=-=ec..::&=--=P-=a::.Ly..:.:mc:..:ec::nc::.t-=B:..::o..:.:n:.=dc::..s ________________________ NO. 
609204700 
(Bond Type) 
(Bond Number) 
IN FAVOR OF 
City Of Chandler, Dept Of Public Works 
(Obligee) 
ON BEHALF OF __ A_ch_e_n_-_G_a_r_dn_e_r_C_on_s_t_ru_c_t_io_n_,_L_L_C __________________________ _ 
(Principal) 
EFFECTIVE __ 
F_e_br_u_a_ry_ 1_4,_2_0_2_2 ________________________________ _ 
(Original Effective Date) 
IT IS AGREED THAT, in consideration of the original premium charged for this bond, and any additional premium that may be 
properly chargeable as a result of this rider. 
The Surety, 
Liberty Mutual Insurance Company 
hereby gives its consent to change; 
Bond/Contract Amount 
(of) the referenced bond FROM: 
Old Bond Amount = $4,768,519.68 
TO: 
New Bond Amount = $17,559,742.58 (Per Change Order No. 2, GMP #) 
PROJECT: CMAR Chandler Heights Road Utility Relocations - GMP #1, GMP #2 and GMP #3 
Project No. WW2111.401 
EFFECTIVE: 
May 25, 2022 
PROVIDED, however that the attached bond shall be subject to all its agreements, limitations, and conditions except as herein 
expressly modified, and that the liability of the Surety under the attached bond and under the attached bond as changed by this 
rider shall not be cumulative. 
SIGNED, AND SEALED this ____ 
2_5_th ____ day of 
May, 2022 
Achen-Gardner Construction, LLC 
Liberty Mutual Insurance Company 
Surety

~
Libert}: 
~ 
Mutual. 
SURETY 
This Power of Attorney limits the acts of those named herein, and they have no authority to 
bind the Company except in the manner and to the extent herein stated. 
Liberty Mutual Insurance Company 
The Ohio Casualty Insurance Company 
West American Insurance Company 
POWER OF ATTORNEY 
Certificate No: 8200472-975281 
KNOWN ALL PERSONS BY THESE PRESENTS: That The Ohio Casualty Insurance Company is a corporation duly organized under the laws of the State of New Hampshire, that 
Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts, and West American Insurance Company is a corporation duly organized 
under the laws of the State of Indiana {herein collectively called the 'Companies"), pursuant to and by authority herein set forth, does hereby name, constitute and appoint, Stephanie L. 
Bucholz, Andrew A. Farr, Bany R. Farr, Gregory P. Griffith, Debra K. Williams 
all of the city of 
Mesa 
state of 
Arizona 
each individually if there be more than one named, its true and lawful attorney-in-fact to make, 
execute, seal, acknowledge and deliver, for and on its behalf as surety and as its act and deed, any and all undertakings, bonds, recognizances and other surety obligations, in pursuance 
of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper 
persons. 
IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed 
thereto this 
7th 
day of 
February 
, ~ 
Liberty Mutual Insurance Company 
The Ohio Casualty Insurance Company 
~ 
.___:___ 
..___ ., k;r~· 
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David M. Carey, Assistant Secretary 
~ 
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~ State of PENNSYLVANIA 
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aJ ::J County of MONTGOMERY 
111 
t3 Q) On this 
7th 
day of 
February 
, 2019 before me personally appeared David M. Carey, who acknowledged himse~ to be the Assistant Secretary of Liberty Mutual Insurance 
§ 
o ..2 Company, The Ohio Casualty Company, and West American Insurance Company, and that he, as such, being authorized so to do, execute the foregoing instrument for the purposes = ~ 
li; g! therein contained by signing on beha~ of the corporations by h1mse~ as a duly authorized officer 
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j °gj IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed my notarial seal at King of Prussia, Pennsylvania, on the day and year first above written. 
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c~ 
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Ill~ 
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COMMONWEALTH OF PENNSYLVANIA 
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Q)- 5 
Notarial Seal 
~ 
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Teresa Pastella, Notary Public 
C: 
o,2! 
Upper MerionTwp., MontgomeryCounty 
By: ...,_ ___________________ 
1li; Ill 
c:_ ~ 
.f...~~,f, 
My Commission Expires March 28, 2021 
'reresaPasteiia, Notary Public 
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Q) ti 
.,:"?:.il!Y ~ Membe<, Pennsylvania Association of Notarfea 
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.g> ~ This Power of Attorney is made and executed pursuant to and by authority of the following By-laws and Authorizations of The Ohio Casualty Insurance Company, Liberty Mutual £ 0> 
o .5 Insurance Company, and West American Insurance Company which resolutions are now in full force and effect reading as follows: 
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~ _i 
ARTICLE IV - OFFICERS: Section 12. Power of Attorney. 
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Any officer or other official of the Corporation authorized for that purpose in writing by the Chainman or the President, and subject to such limitation as the Chainman or the ;g i 
~ 
President may prescribe, shall appoint such attorneys-in-fact, as may be necessary to act in behalf of the Corporation to make, execute, seal, acknowledge and deliver as surety g! o 
ni g 
any and all undertakings, bonds, recognizances and other surety obligations. Such attorneys-in-fact, subject to the limitations set forth in their respective powers of attorney, shall ~ ~ 
;: ~ 
have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so executed, such ... a;> 
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instruments shall be as binding as if signed by the President and attested to by the Secretary. Any power or authority granted to any representative or attorney-in-fact under the E ~ 
provisions of this article may be revoked at any time by the Board, the Chainman, the President or by the officer or officers granting such power or authority. 
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ARTICLE XIII - Execution of Contracts: Section 5. Surety Bonds and Undertakings. 
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Any officer of the Company authorized for that purpose in writing by the chairman or the president, and subject to such limitations as the chairman or the president may prescribe, {;!. .,.!. 
shall appoint such attorneys-in-fact, as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, 
bonds, recognizances and other surety obligations. Such attorneys-in-fact subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the 
Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so executed such instruments shall be as binding as if 
signed by the president and attested by the secretary. 
Certificate of Designation - The President of the Company, acting pursuant to the Bylaws of the Company, authorizes David M. Carey, Assistant Secretary to appoint such attorneys-in-
f act as may be necessary to act on behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety 
obligations. 
Authorization - By unanimous consent of the Company's Board of Directors, the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the 
Company, wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds, shall be valid and binding upon the Company with 
the same force and effect as though manually affixed. 
I, Renee C. Llewellyn, the undersigned, Assistant Secretary, The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West American Insurance Company do 
hereby certify that the original power of attorney of which the foregoing is a full, true and correct copy of the Power of Attorney executed by said Companies, is in full force and effect and 
has not been revoked. 
IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this~ day of 
May 
, 2022 . 
~·~ 
By:~"~~~.c....,,..~~~~~--------
Renee C. Llewellyn, Assistant Secretary 
LMS-12873 LMIC OCIC WAJC Multi Co_062018

S1TA1iE 
OF 
ARIZONA 
DEPARTMENT OF INSURANCE AND 
FINANCIAL INSTITUTIONS 
This is to certify, that this instrument is a true, full and correct copy of 
the original on file with the Department of Insurance and Financial 
Institutions of the State of Arizona and consists of 1 pages(s) 
Hereunto set my hand and the official seal of tllis Department for the Director of 
Insurance and Financial Institutions this 24 February 2021 . 
Authorized Representative 
3018 15 
Cer11flcatll No.:

8 t 5