Agreement

City of Chandler, Arizona 
Public Works & Utilities Department  
Capital Projects Division 
 
 
CONSTRUCTION BID 
 
 
TURF TO XERISCAPE PROGRAM, PHASE I 
CITY PROJECT NO.:   ST2405.401 
 
 
MAYOR 
Kevin Hartke 
 
VICE MAYOR 
Christine Ellis  
 
COUNCIL 
OD Harris     Matt Orlando      
Angel Encinas     Jane Poston     Jennifer Hawkins 
 
 
 
__________________________________________________ 
Daniel Haskins, P.E. 
CIP City Engineer

CITY OF CHANDLER, ARIZONA 
 
CONSTRUCTION BID 
 
 
TABLE OF CONTENTS 
 
 
INVITATION TO BID 
 
BID SUBMITTAL LIST 
 
CONSTRUCTION AGREEMENT 
 
PROJECT SPECIFIC SPECIAL PROVISIONS 
 
GENERAL CONDITIONS 
 
TECHNICAL SPECIFICATIONS 
 
GIS/GPS DATA DELIVERY REQUIREMENTS 
(if applicable) 
 
FEDERAL PROVISIONS 
(if applicable)

LEGAL AD DEPARTMENT        
 
 
 
 
INVITATION TO BID 
 
TURF TO XERISCAPE PROGRAM, PHASE I 
CITY PROJECT NO.: ST2405.401 
 
NOTICE IS HEREBY GIVEN that sealed bids will be received and date/time stamped by the City of Chandler 
Capital Projects Office, 215 East Buffalo Street, Chandler, Arizona 85225 until the bid submission date 
specified below.   
 
All firms must be registered on the Arizona Procurement Portal (https://app.az.gov/) vendor registration 
system prior to submitting a Bid.   Non-registered firms will not receive addenda notifications.  Solicitation 
documents and addenda may be downloaded at the Arizona Procurement Portal - https://app.az.gov/.   It is 
the contractor's sole responsibility to obtain all addenda from the Arizona Procurement Portal prior to 
submitting their bid proposal, and to acknowledge receipt and acceptance of the addenda in their bid 
proposal submittal.  No separate notification of addenda will be issued. The City recommends Contractors 
regularly check Arizona Procurement Portal - https://app.az.gov/ for updated information. 
 
 
PRE-BID CONFERENCE: 
 
THERE WILL BE NO PRE-BID CONFERENCE 
 
 
SOLICITATION QUESTIONS DUE DATE: 
May 15, 2025 
5:00 p.m. 
Arizona time 
All solicitation questions must be emailed to Bid.Questions@chandleraz.gov with 
the subject line of: 
“ST2405.401 TURF TO XERISCAPE PROGRAM, PHASE I BID QUESTION”.   
Questions received after the due date and time will NOT be considered. 
 
 
BID SUBMISSION: 
May 29, 2025 
3:00 p.m. 
Arizona time 
Sealed bids must be delivered to the City of Chandler Capital Projects Office located 
at 215 East Buffalo Street, Chandler, Arizona, 85225.   
Bids must be received on or before date and time specified. 
At that time, bids will be publicly opened and read aloud in the Saguaro Conference 
Room.   
Bids received after the due date and time will be returned unopened without 
consideration.   
 
All bids must be submitted in a sealed envelope plainly marked as follows: 
 
 
BID OF _____________________________, CONTRACTOR 
 
 
FOR: 
“TURF TO XERISCAPE PROGRAM, PHASE I”   
 
 
“ST2405.401”

Work under this Agreement includes:  
The City of Chandler Turf to Xeriscape project consists of converting turf grass to xeriscape landscape in 
eight city-maintained sites within the City of Chandler.     
 
Work must be completed within 300 consecutive calendar days from the Notice to Proceed.  The Engineer’s 
Estimate range is $5 million - $7 million.   
Bids must be submitted on the Proposal Form provided and be accompanied by the Bid Bond for not less 
than ten percent (10%) of the total bid, payable to the City of Chandler, Arizona, or a certified or cashier's 
check. PERSONAL OR INDIVIDUAL SURETY BONDS ARE NOT ACCEPTABLE. 
 
The successful bidder will be required to execute the standard form of agreement for construction prior to 
Council award 
 
The successful bidder must furnish a Payment Bond and Performance Bond in the amount equal to one 
hundred percent (100%) of the Agreement Price. 
 
The right is hereby reserved to accept or reject any or all bids or parts thereto, to waive any informalities in 
any proposal and reject the bids of any persons who have been delinquent or unfaithful to any agreement 
with the City of Chandler.   
 
All Bids will remain open for 90 days after the Bid opening day, but the City may, in its sole discretion, release 
any Bid and return the bid security prior to that date.  No Bidder may withdraw his Bid during this period 
without written permission from the City. 
 
Find PRELIMINARY BID RESULTS at: https://www.chandleraz.gov/business/vendor-services/capital-projects 
Protest Policy - A protest of a proposed award must be filed WITH THE PURCHASING OFFICE within 5 calendar 
days of the first posting of the award recommendation. Award recommendations are posted on the Capital 
Projects web site or the City Clerk web site. If the due date occurs on a weekend or holiday the protest must 
be filed the next business day.  
A Protest must include: 
• 
The name, address and telephone number of the protester; 
• 
The signature of the protester or its representative; 
• 
Identification of the project and the solicitation or agreement number; 
• 
A detailed statement of the legal and factual grounds of the protest including copies of relevant 
documents; and 
• 
The form of relief requested. 
 
City will review the protest and issue a written response. 
 
 
 
PUBLISHED DATE: 
5/1/2025 
5/8/2025 
Arizona Republic 
AFFIDAVIT OF PUBLICATION

Rev. 11/28/2022 
1 
 
 
 
DO NOT DOUBLE-SIDE ANY PART OF THE BID SUBMITTAL  
PROJECT NAME:   TURF TO XERISCAPE PROGRAM, PHASE I 
 
CITY PROJECT NO.: 
ST2405.401 
 
 
PLEASE INCLUDE THE FOLLOWING ITEMS IN YOUR SUBMITTAL ACCORDING TO THE DATE 
AND TIME LISTED IN THE INVITATION TO BID ADVERTISEMENT: 
A. Bid Bond (Original – with Seal) 
B. Signed Proposal Acknowledgement, and licenses 
C. Bid Schedule 
D. Subcontractor’s List Form 
E. Non-Collusion Bidding Certification 
F. Certificate of Insurability and Bonding 
G. Arizona Department of Revenue Privilege Tax License 
BID SUBMITTAL LIST 
This list may not include all required bid submission items.  It is the Contractor’s 
responsibility to read the entire bid and determine all items required by the submission date 
and time.

Project Name: TURF TO XERISCAPE – PHASE 1 
Page 1 
Project No.: ST2405.401 
Rev. 1/16/2024 
CITY OF CHANDLER, ARIZONA 
TURF TO XERISCAPE – PHASE 1 
Project No. ST2405.401 
ADDENDUM NO. 1 
Date: MAY 22, 2025 
1.
Bidder 
must 
acknowledge 
the 
receipt 
of 
this 
addendum 
on 
the 
Proposal 
Acknowledgement page of the BID SUBMITTAL.  This addendum, containing 24 pages, is 
hereby incorporated into the Construction Agreement by this reference.
2.
Bid schedule. Replace the BID SCHEDULE in its entirety with the accompanying BID 
SCHEDULE REVISION dated May 22, 2025. (4 Pages)
3.
Plan Sheet Revisions. Replace Plans sheet(s) 4, 5, 6, 8, 9, 10, 12, 18, 27, 41, 44, 46, 47, 
49, 50, 51, 53, 56, 60 in its entirety with accompanying revised Plans sheets 4, 5, 6, 8, 9, 
10, 12, 18, 27, 41, 44, 46, 47, 49, 50, 51, 53, 56, 60  dated May 19, 2025 – Addendum 1.
(19 Pages)
4.
Notice to Proceed. Due to grant funding requirements, the Notice to Proceed will 
be issued on July 10, 2025. This is assuming the construction agreement is approved at 
the June 26, 2025 City Council Meeting.
5.
Question: Desert Gold gravel is a color that is no longer available. Could we use 
1.25” screened coral or ADOT spec 1.25” coral as alternatives?
Response: If Desert Gold is not available at the time of ordering, please use 
1.25” screened Madison Gold in its place.
6.
Question: How do I submit a proposal for this project?
Response: All bid documents pertaining to this project can be found on the 
Arizona Procurement Portal. Bid must be submitted in person on May 29, 2025, as 
detailed in the bid advertisement.
If you have any questions, please email Bid.Questions@chandleraz.gov. 
_________________________________ 
Daniel Haskins, P.E. 
CIP City Engineer 
Public Works & Utilities Dept. – Capital Projects

NAME OF BIDDER: ______________________________________________________
NO.
DESCRIPTION
UNIT
EST. QTY.
UNIT PRICE
EXTENDED PRICE
1
Construction Surveying and Layout
LS
1
2
Erosion Control (SWPPP Preparation, Installation, 
Maintenance, and Removal)
LS
1
3
Mobilization/Demobilization
LS
1
4
Clearing and Grubbing (include shrub and stump removal)
LS
1
5
Remove Concrete Header
LF
9,236
6
Remove Turf Grass
SF
1,075,265
7
Remove Decomposed Granite 
SF
66,658
8
Remove Water Meter
EA
2
9
Remove Backflow Preventer & Enclosure Cage
EA
2
10
Remove Irrigation Pump
EA
2
11
Remove Irrigation Controller
EA
8
12
Remove Trees (4" dia. and larger)
EA
4
13
Remove Irrigation Valves & Equipment
LS
1
14
Sawcut, Remove and Replace Asphalt
SY
26
15
Trees - 36 IN Box
EA
153
16
Trees - 24 IN Box
EA
445
17
Trees - 15 GAL
EA
33
18
Shrubs - 5 GAL
EA
1,856
19
Groundcovers - 5 GAL
EA
1,505
20
Accents - 5 GAL
EA
1,842
21
Decomposed Granite- 1-1/4" Screened Desert Gold
SF
1,120,537
22
River Rock- d50=9"
CY
88
23
Concrete Header
LF
373
24
Turf Seed & Soil Preparation
SF
14,564
25
Tree Protection Fencing
LF
15,120
27
2" Ball Valve Assembly
EA
1
28
1.5" Ball Valve Assembly
EA
6
29
1.25" Ball Valve Assembly
EA
5
30
1" Drip Remote Control Valve Assembly
EA
54
31
1.5" Turf Remote Control Valve Assembly
EA
3
33
Multi Outlet Emitter Assembly
EA
3,168
34
Deep Root Watering Assembly
EA
305
35
Turf Rotors
EA
35
36
End Cap Flush Valve Assembly
EA
111
38
2 IN Mainline Pipe - Sch 40 PVC
LF
384
CITY OF CHANDLER
TURF TO XERISCAPE - PHASE 1
BID SCHEDULE 
Project No. ST2405.401
ADDENDUM 1 - MAY 22, 2025
Bid Page 1 of 4
ADDENDUM 1 (5/22/25)

NO.
DESCRIPTION
UNIT
EST. QTY.
UNIT PRICE
EXTENDED PRICE
BID SCHEDULE 
39
1.5 IN Mainline Pipe - Sch 40 PVC
LF
3,747
40
1.25 IN Mainline Pipe - Sch 40 PVC
LF
3,918
42
2 IN Lateral Pipe - Sch 40 PVC
LF
99
43
1.5 IN Lateral Pipe - Sch 40 PVC
LF
118
44
1.25 IN Lateral Pipe - Sch 40 PVC
LF
184
45
1 IN Lateral Pipe - Sch 40 PVC
LF
829
46
3/4 IN Lateral Pipe - Sch 40 PVC
LF
74,226
47
6 IN Irrigation Pipe Sleeve (Schedule 40 PVC)
LF
10
48
4 IN Irrigation Pipe Sleeve (Schedule 40 PVC)
LF
81
49
3 IN Irrigation Pipe Sleeve (Schedule 40 PVC)
LF
117
50
2 IN Irrigation Pipe Sleeve (Schedule 40 PVC)
LF
25
51
1 IN Master Valve & Flow Meter Assembly
EA
6
52
1.5 IN Master Valve & Flow Meter Assembly
EA
1
54
12 Station Wall Mounted Controller
EA
1
55
12 Station Pedestal Mounted Irrigation Controller
EA
5
56
24 Station Pedestal Mounted Irrigation Controller
EA
1
57
Owner's Allowance
AL
1
540,000.00
$    
540,000.00
$           
UNIT
EST. QTY.
UNIT PRICE
EXTENDED PRICE
1
Construction Surveying and Layout
LS
1
2
Erosion Control (SWPPP Preparation, Installation, 
Maintenance, and Removal)
LS
1
3
Mobilization/Demobilization
LS
1
4
Clearing and Grubbing (include shrub and stump removal)
LS
1
5
Remove Concrete Header
LF
1,250
6
Remove Turf Grass
SF
221,459
7
Remove Decomposed Granite 
SF
19,167
11
Remove Irrigation Controller
EA
1
13
Remove Irrigation Valves & Equipment
LS
1
15
Trees - 36 IN Box
EA
36
16
Trees - 24 IN Box
EA
58
17
Trees - 15 GAL
EA
9
18
Shrubs - 5 GAL
EA
224
19
Groundcovers - 5 GAL
EA
165
20
Accents - 5 GAL
EA
266
21
Decomposed Granite- 1-1/4" Screened Desert Gold
SF
184,020
22
River Rock- d50=9"
CY
22
23
Concrete Header
LF
2,059
24
Turf Seed & Soil Preparation
SF
57,345
25
Tree Protection Fencing
LF
1,610
26
2.5" Ball Valve Assembly
EA
2
TOTAL BASE BID: 
ALTERNATE NO. 1  (PLAN SHEET 53 TO 61 WORK NORTH OF BUTLER 
AVENUE)
Bid Page 2 of 4

NO.
DESCRIPTION
UNIT
EST. QTY.
UNIT PRICE
EXTENDED PRICE
BID SCHEDULE 
28
1.5" Ball Valve Assembly
EA
2
30
1" Drip Remote Control Valve Assembly
EA
10
31
1.5" Turf Remote Control Valve Assembly
EA
5
32
2" Turf Remote Control Valve Assembly
EA
2
33
Multi Outlet Emitter Assembly
EA
495
35
Turf Rotors
EA
83
36
End Cap Flush Valve Assembly
EA
23
37
2.5 IN Mainline Pipe - Sch 40 PVC
LF
528
38
2 IN Mainline Pipe - Sch 40 PVC
LF
317
39
1.5 IN Mainline Pipe - Sch 40 PVC
LF
1,232
41
2.5 IN Lateral Pipe - Sch 40 PVC
LF
12
42
2 IN Lateral Pipe - Sch 40 PVC
LF
271
43
1.5 IN Lateral Pipe - Sch 40 PVC
LF
212
44
1.25 IN Lateral Pipe - Sch 40 PVC
LF
1,147
45
1 IN Lateral Pipe - Sch 40 PVC
LF
1,001
46
3/4 IN Lateral Pipe - Sch 40 PVC
LF
8,937
47
6 IN Irrigation Pipe Sleeve (Schedule 40 PVC)
LF
55
53
2 IN Master Valve & Flow Meter Assembly
EA
1
56
24 Station Pedestal Mounted Irrigation Controller
EA
1
UNIT
EST. QTY.
UNIT PRICE
EXTENDED PRICE
1
Construction Surveying and Layout
LS
1
2
Erosion Control (SWPPP Preparation, Installation, 
Maintenance, and Removal)
LS
1
3
Mobilization/Demobilization
LS
1
4
Clearing and Grubbing (include shrub and stump removal)
LS
1
5
Remove Concrete Header
LF
737
6
Remove Turf Grass
SF
117,898
7
Remove Decomposed Granite 
SF
14,680
11
Remove Irrigation Controller
EA
1
13
Remove Irrigation Valves & Equipment
LS
1
15
Trees - 36 IN Box
EA
36
16
Trees - 24 IN Box
EA
40
17
Trees - 15 GAL
EA
5
18
Shrubs - 5 GAL
EA
171
19
Groundcovers - 5 GAL
EA
176
20
Accents - 5 GAL
EA
106
21
Decomposed Granite- 1-1/4" Screened Desert Gold
SF
127,341
22
River Rock- d50=9"
CY
16
25
Tree Protection Fencing
LF
1,775
ALTERNATE 1 BID: 
ALTERNATE NO. 2  (PLAN SHEET 53 TO 61 WORK SOUTH OF BUTLER 
AVENUE)
Bid Page 3 of 4

NO.
DESCRIPTION
UNIT
EST. QTY.
UNIT PRICE
EXTENDED PRICE
BID SCHEDULE 
28
1.5" Ball Valve Assembly
EA
2
30
1" Drip Remote Control Valve Assembly
EA
6
33
Multi Outlet Emitter Assembly
EA
335
34
Deep Root Watering Assembly
EA
10
36
End Cap Flush Valve Assembly
EA
19
39
1.5 IN Mainline Pipe - Sch 40 PVC
LF
584
45
1 IN Lateral Pipe - Sch 40 PVC
LF
20
46
3/4 IN Lateral Pipe - Sch 40 PVC
LF
6,514
48
4 IN Irrigation Pipe Sleeve (Schedule 40 PVC)
LF
15
51
1 IN Master Valve & Flow Meter Assembly
EA
1
55
12 Station Pedestal Mounted Irrigation Controller
EA
1
Note 1: Bidders must fill in all blank spaces with an entry. Bids submitted with blank spaces will be considered   
"Non-Responsive”.
Note 2: Bids will be opened and read aloud at an open public meeting at the time and place designed in the 
invitation for bids.  Bids will not be modified after the bid opening.  A bidder withdrawing a bid after the bid 
opening will be deemed non-responsible and the City may make a claim against the bidder’s bid bond. 
Note 3: The City reserves the right to determine the low bidder based on the Base Bid with or without any Bid 
Alternate(s). 
ALTERNATE 2 BID: 
Bid Page 4 of 4

Size
Qty.
Symbol
Botanical / Common Name
Remarks
Landscape Legend - Combined Area Quantities
Trees / Palms
Size
Symbol
Botanical / Common Name
Remarks
Shrubs
Buddleja marrubiifolia
Woolly Butterfly Bush
Chitalpa tashkentensis
Chitalpa
5 Gallon
Full Past Can
5 Gallon
Full Past Can
Size
Symbol
Botanical / Common Name
Remarks
Groundcovers
5 Gallon
Full Past Can
Acacia redolens 'Low Boy'
Trailing Acacia
Size
Symbol
Botanical / Common Name
Remarks
Accents
Full Past Can
Muhlenbergia rigens
Deer Grass
15 Gal: Multi
H 4'-5' | W 2'-3'
Calliandra californica
Red Fairy Duster
Full Past Can
Eremophila glabra
'Mingenew Gold'
Outback Sunrise Emu
5 Gallon
5 Gallon
Full Past Can
Simmondsia chinensis
Jojoba
Full Past Can
Hesperaloe parviflora 'Perpa'
Brakelights Red Yucca
Parkinsonia Florida
Blue Palo Verde
24" Box
24" Box
24": Standard
H 6'-7' | W 3'-4'
Cal. 1.0"-1.5"
5 Gallon
5 Gallon
24": Standard
H 7'-8' | W 2.5'-3.5'
Cal. 1.25"-1.5"
Acacia salicina
Willow Acacia
24" Box
Varies
Existing Palm
Protect In Place
Chilopsis linearis spp
Desert Willow
Full Past Can
Hesperaloe funifera
Giant Hesperaloe
5 Gallon
5 Gallon
Full Past Can
Nolina microcarpa
Bear Grass
5 Gallon
Full Past Can
Convolvulus cneorum
Bush Morning Glory
5 Gallon
Full Past Can
Opuntia engelmannii
Engelmann's Prickly Pear
Full Past Can
Agave americana 'Variegata'
Variegated Century Plant
5 Gallon
Senna artemisiodes
Feathery Senna
5 Gallon
Full Past Can
5 Gallon
Full Past Can
Tecoma x 'Orange Jubilee'
Orange Jubilee
15 Gal: Standard
H 4'-5' | W 1'-2'
Cal. 0.5"-0.75"
Acacia aneura
Mulga
36" Box
36" Box
Quercus Virginiana 'Heritage'
Southern Live Oak
24" Box
36" Box
Olea europaea 'Wilsonii'
Wilson's Fruitless Olive
24" Box
24": Multi
H 6'-8' | W 3'-5'
36" Box
Eucalyptus papuana
Ghost Gum Eucalyptus
15 Gal.
15 Gal: Standard
H 6'-7' | W 2'-3'
Cal. 0.5"-1.0"
24" Box
Pistacia 'Red Push'
Red Push Pistache
24" Box
36" Box
PIP
XX
Varies
Existing Tree
Protect In Place
PIP
XX
Qty.
Qty.
Qty.
36": Standard
H 9'-11' | W 5'-7'
Cal. 2.0"-2.5"
36": Standard
H 8'-10' | W 5'-7'
Cal. 2.0"-2.5"
24": Standard
H 7'-9' | W 3'-4'
Cal. 1.25"-1.5"
36": Multi
H 8'-10' | W 5'-7'
24": Multi
H 5'-8' | W 3'-4'
36": Multi
H 8'-10' | W 5'-7'
24": Standard
H 7'-9' | W 2.5'-3.5'
Cal. 1.0"-1.5"
36": Standard
H 12'-14' | W 6'-8'
Cal. 3"-4"
24": Standard
H 7'-9' | W 3'-4'
Cal. 1.0"-1.5"
36": Standard
H 10'-12' | W 5'-7'
Cal. 1.75"-2.5"
73
42
23
6
5
Varies
Varies
3
61
11
34
31
62
110
26
3
299
161
141
235
236
494
726
515
527
240
162
299
690
24
412
Ruellia peninsularis
Desert Ruellia
5 Gallon
Full Past Can
233
5 Gallon
Full Past Can
Oenothera berlandieri
Mexican Evening Primrose
73
Leucophyllum frutescens
Texas Sage
5 Gallon
Full Past Can
261
Full Past Can
Agave desmettiana
Smooth Agave
5 Gallon
105
Full Past Can
Hesperaloe parviflora 'Yellow'
Yellow Yucca
5 Gallon
282
5 Gallon
Full Past Can
Caesalpinia pulcherrima
Red Bird of Paradise
490
24": Multi
H 5'-7' | W 3'-4'
24": Standard
H 6'-7' | W 2'-3'
Cal. 0.75" -1.25"
15 Gal.
24" Box
15 Gal.
24" Box
14
147
27
140
PROTECTION FENCING LEGEND:
SYMBOL
DESCRIPTION
QTY
TREE PROTECTION FENCING
FOR EXISTING TREES.
REFER TO DETAILS 1-2, SHEET
LD-1.02
19,490 LF
LANDSCAPE CONSTRUCTION NOTES
 AND QUANTITIES
NTS
GN-1.03
SHEET NO.:
DRAWING NO.:
OF
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
DATE:
#
DATE
DESCRIPTION
REVISIONS
CONSULTANT(S):
CLIENT:
P:\241704\J2Cad\Sheets\1704-GN-N1.dwg
5/21/2025 12:09:33 PM
----
SETH
PLACKO
4649 E COTTON GIN LOOP B2
PHOENIX, AZ 85040
602.438.2221
CITY OF CHANDLER
TURF TO XERISCAPE PROGRAM
PHASE I
66
04/22/25
AL, KZ
J2
SP/JV
JV
PROJECT # ST2405.401; CIV24-0141; LJ106660
1.
NO PLANT SUBSTITUTIONS, TYPE, OR QUANTITY DEVIATIONS
FROM THE APPROVED LANDSCAPE PLANS WILL BE PERMITTED
WITHOUT PRIOR APPROVAL FROM THE CITY OF CHANDLER
REPRESENTATIVE.  CONTRACTOR SHALL PROVIDE INFORMATION
AS TO AVAILABILITY OF PLANT MATERIALS AS A SUBMITTAL
WITHIN 30 DAYS OF NOTICE TO PROCEED.  SEE SPECIFICATIONS.
2.
ALL PLANT MATERIAL SPECIFICATIONS SHALL CONFORM TO THE
ARIZONA NURSERY ASSOCIATION STANDARDS CURRENT EDITION.
3.
ALL RIGHT-OF-WAY PLANT MATERIAL TO BE IN COMPLIANCE WITH
THE ARIZONA DEPARTMENT OF WATER RESOURCES LOW WATER
USE PLANT LIST AND CITY OF CHANDLER APPROVED STANDARDS.
4.
ALL LANDSCAPE CONSTRUCTION REQUIRED TO COMPLETE THESE
PLANS SHALL BE IN ACCORDANCE WITH CITY OF CHANDLER
(C.O.C.) SUPPLEMENTS TO THE MAG UNIFORM STANDARD
SPECIFICATIONS, UNLESS SPECIFIED OTHERWISE IN THESE
PLANS AND SPECIFICATIONS.  THE CONTRACTOR SHALL BE
FAMILIAR WITH ALL REQUIRED STANDARD SPECIFICATIONS,
DETAILS, AND SUPPLEMENTS PRIOR TO BEGINNING
CONSTRUCTION.
5.
THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE AND
FEDERAL LAWS, CODES AND REGULATIONS APPLICABLE TO THE
ITEMS AND AREAS PERTAINING TO THESE PLANS AND
SPECIFICATIONS.
6.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND
COMPLYING WITH ALL PERMITS REQUIRED TO COMPLETE THE
LANDSCAPE CONSTRUCTION WORK COVERED BY THESE PLANS
AND SPECIFICATIONS.
7.
THE QUANTITIES AND SITE CONDITIONS SHOWN ON THESE PLANS
ARE FOR INFORMATIONAL PURPOSES ONLY.  THE CONTRACTOR
SHALL VERIFY THE ACTUAL QUANTITIES AND SITE CONDITIONS
PRIOR TO BEGINNING THE WORK COVERED BY THESE PLANS AND
SPECIFICATIONS.
8.
THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO
UTILITIES AND/OR FACILITIES CAUSED DURING THE LANDSCAPE
CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL CALL
FOR BLUE STAKE AT 602-263-1100 TWO WORKING DAYS PRIOR TO
ANY EXCAVATION.
9.
ANY DISCREPANCIES FOUND BETWEEN THESE PLANS AND
SPECIFICATIONS AND THE SITE SHALL BE REPORTED TO THE CITY
OF CHANDLER REPRESENTATIVE PRIOR TO STARTING ANY
LANDSCAPE WORK.
10. SHOULD THE CONTRACTOR HAVE ANY QUESTIONS REGARDING
THESE PLANS AND SPECIFICATIONS, OR SHOULD THERE BE ANY
DISCREPANCIES, THE CONTRACTOR SHALL CONTACT THE CITY OF
CHANDLER REPRESENTATIVE DIRECTLY FOR CLARIFICATION
BEFORE PROCEEDING FURTHER WITH ANY OTHER WORK.
11. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSPECT THE JOB
SITE TO BECOME FAMILIAR WITH ALL EXISTING CONDITIONS THAT
COULD AFFECT THE INSTALLATION OF ANY WORK SET FORTH IN
THESE PLANS AND SPECIFICATIONS PRIOR TO BEGINNING WORK.
12. CONTRACTOR SHALL VERIFY ROCK AND SOIL CONDITIONS WITHIN
THE PROJECT SITE PRIOR TO CONSTRUCTION.  NO EXTRA
PAYMENT OR TIME EXTENSION WILL BE GIVEN DUE TO ROCKY
SOIL CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR
CONDUCTING SITE INSPECTIONS AND CHECKING SOIL BORING
LOGS TO DETERMINE SUBSURFACE CONDITIONS PRIOR TO
CONSTRUCTION.
13. CONTRACTOR TO VERIFY LIMITS OF DISTURBANCE THROUGHOUT
THE PROJECT AND BRING DISCREPANCIES IMMEDIATELY TO THE
ATTENTION OF THE CITY OF CHANDLER REPRESENTATIVE.
14. ALL WORK TO BE CONFINED WITHIN THE EXISTING LIMITS OF
DISTURBANCE.
15. THE INFORMATION SHOWN ON THIS SET OF DRAWINGS
CONCERNING TYPE AND  LOCATION OF UNDERGROUND UTILITIES
IS DIAGRAMMATIC AND NOT REPRESENTED TO BE ACCURATE OR
ALL INCLUSIVE. THE INFORMATION IS MADE AVAILABLE TO
PROVIDE THE CONTRACTOR WITH READY ACCESS TO THE SAME
INFORMATION USED BY THE CONSULTANT IN PREPARATION OF
THESE DOCUMENTS. IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO VERIFY TYPE AND LOCATION OF UTILITIES AS
NECESSARY TO AVOID DAMAGE THERETO.  ALL UTILITIES SHALL
BE LOCATED AND VERIFIED PRIOR TO ANY EXCAVATION.
16. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND
LEGAL DISPOSAL OF ANY DEBRIS RESULTING FROM THE
CONSTRUCTION.  AT NO TIME SHALL ANY OF THIS MATERIAL
OBSTRUCT THE NORMAL OPERATION OF ANY ADJOINING STREET
AREAS ASSOCIATED WITH THIS PROJECT.
17. THE JOB SITE AT THE COMPLETION OF THE CONSTRUCTION
SHALL BE CLEANED OF ANY DEBRIS RESULTING FROM
CONSTRUCTION.  NO JOB WILL BE CONSIDERED COMPLETE UNTIL
ALL CURBS, GUTTERS AND PAVEMENT HAVE BEEN SWEPT CLEAN
OF ALL DIRT AND DEBRIS.
18. SUBSTANTIAL INSPECTION - AN INSPECTION AT COMPLETION OF
THE LANDSCAPE AND IRRIGATION INSTALLATION WILL BE MADE
BY THE CITY OF CHANDLER.  ANY DEFICIENCIES IN THE
INSTALLATION WILL BE NOTED AND CORRECTED BY THE
CONTRACTOR PRIOR TO THE START OF THE LANDSCAPE
MAINTENANCE PERIOD.
19. LANDSCAPE MAINTENANCE PERIOD - THE CONTRACTOR SHALL
NOTIFY THE CITY OF CHANDLER REPRESENTATIVE WHEN ALL
LANDSCAPING IS COMPLETED, INCLUDING ALL SUBSTANTIAL
COMPLETION PUNCHLIST ITEMS,  AND READY FOR A LANDSCAPE
AND IRRIGATION INSPECTION. THE CITY OF CHANDLER SHALL
ISSUE A LETTER TO BEGIN THE LANDSCAPE  MAINTENANCE
PERIOD. THE LANDSCAPE MAINTENANCE PERIOD SHALL BE FOR A
MINIMUM  OF 90 DAYS AND EXTEND UNTIL ALL TURF IS
ESTABLISHED AND ACCEPTED BY THE CITY OF CHANDLER
REPRESENTATIVE FOR ONE FULL GROWING SEASON.
20. FINAL ACCEPTANCE - A FINAL INSPECTION IS REQUIRED AT THE
END OF THE LANDSCAPE MAINTENANCE PERIOD TO DETERMINE
FINAL ACCEPTANCE. A LETTER OF FINAL ACCEPTANCE WILL BE
ISSUED BY THE CITY OF CHANDLER REPRESENTATIVE.
21. CITY OF CHANDLER BUILDING SAFETY INSPECTIONS ARE
REQUIRED FOR THE BACKFLOW PREVENTER AND RELATED
ELECTRICAL CONNECTIONS AND REQUIRE A MINIMUM OF 48
HOURS PRIOR NOTIFICATION TO THE CITY OF CHANDLER.
22. THE CONTRACTOR IS ADVISED THAT DAMAGE TO ANY PORTION
OF THIS PROJECT'S CURBS, GUTTERS, PAVEMENTS, FENCING OR
SURROUNDING AREAS THAT IS NOT NOTED ON THE PLANS TO BE
DISTURBED IS TO BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
23. ALL EQUIPMENT AND MATERIALS NOT SHOWN OR SPECIFIED ON
THE PLANS OR SPECIFICATIONS, BUT WHICH ARE REQUIRED TO
COMPLETE THIS INSTALLATION, SHALL BE SUPPLIED BY THE
CONTRACTOR AS PART OF THIS CONTRACT WORK AND SHALL BE
CONSIDERED INCLUDED TO THE WORK INVOLVED.
24. ALL PLANT PITS ARE TO BE INSPECTED BY CITY OF CHANDLER
REPRESENTATIVE PRIOR TO PLANTING BY THE CONTRACTOR.
THE CONTRACTOR SHALL REQUEST AN INSPECTION 48 HOURS IN
ADVANCE.
25. PLANT PIT DEPTH SHALL BE MEASURED ON THE LOW SIDE OF
PLANT PIT WHEN ON A SLOPE.
26. ALL PLANTS SHALL BE CENTERED IN PLANT PITS.
27. FINAL PLANT MATERIAL PLACEMENT IN THE FIELD MAY BE
REQUIRED TO BE ADJUSTED WHERE TREES OCCUR DIRECTLY
UNDER OR OVER EXISTING UTILITIES.
28. THE PLANT PIT SOIL MIXTURE SHALL COMPLY WITH THE MAG
STANDARDS SECTION 430 AND SHALL BE PLACED IN SIX INCH (6")
LIFTS. EACH LIFT SHALL BE WATER SETTLED WITHOUT PUDDLING.
29. WHERE CALICHE IS ENCOUNTERED IN PLANT PITS, THE WIDTH OF
THE PIT SHALL BE INCREASED BY ONE-THIRD (1/3) OVER
SPECIFICATIONS.  A LIQUID PENETRANT SHALL BE INCORPORATED
FOR EACH PIT PER MANUFACTURER'S RECOMMENDATIONS.  NO
OVER EXCAVATION SHALL OCCUR WITHOUT APPROVAL OF CITY
OF CHANDLER. IF CALICHE IS DISCOVERED TO BE PREVALENT IN
THE AREA, CONTRACTOR SHALL IMMEDIATELY NOTIFY CITY OF
CHANDLER REPRESENTATIVE TO DETERMINE ACTION AND
ASSOCIATED COST.  CONTRACTOR SHALL NOT PROCEED WITH
ADDITIONAL WORK UNTIL DIRECTED BY CITY OF CHANDLER
REPRESENTATIVE.
30. PLANT LOCATIONS ARE DIAGRAMMATIC.  THE CONTRACTOR
SHALL STAKE T LOCATIONS TO BE APPROVED BY CITY OF
CHANDLER REPRESENTATIVE PRIOR TO INSTALLATION.  THE
STAKES SHALL BE CODED TO IDENTIFY THE PLANTS.
31. THE CONTRACTOR SHALL PROVIDE GRANITE SAMPLES TO CITY
OF CHANDLER REPRESENTATIVE PRIOR TO INSTALLATION. A
5-GALLON SAMPLE SHALL BE DELIVERED TO PROJECT SITE AT
LOCATION APPROVED BY CITY OF CHANDLER REPRESENTATIVE
AND SPREAD TO THICKNESS AS CALLED FOR IN THE DETAILS AND
WASHED, FOR REVIEW AND APPROVAL.
32. PLANT MATERIAL SHALL NOT BE INSTALLED OR ALLOWED TO
GROW WITHIN 3' OF A FIRE HYDRANT OR FIRE DEPARTMENT
CONNECTION (FDC). MAINTAIN A MINIMUM VERTICAL CLEARANCE
OF 15 FEET WHERE TREES OVERHANG CURB LINE.
33. PLANTS DELIVERED WITH CRACKED OR BROKEN CONTAINERS
WILL BE REJECTED.
34. MINIMUM PLANT PITS SHALL BE PER DETAILS AND
SPECIFICATIONS.
35. DRY WELLS WERE INSPECTED DURING DESIGN PHASE AND ARE
FUNCTIONING CORRECTLY.  CONTRACTOR TO PROTECT IN PLACE,
IF MATERIAL GETS INTO DRY WELL, CONTRACTOR IS
RESPONSIBLE FOR CLEANING THE DRY WELL.
36. ONLY CITY OF CHANDLER ARBORIST APPROVED HERBICIDE MAY
BE USED WITHIN TREE PROTECTION ZONES. TURF WITHIN THESE
ZONES MUST BE REMOVED MANUALLY.
37. CHANDLER REPRESENTATIVES WILL HAND SELECT TREES AT THE
NURSERY.  IF INSUFFICIENT QUANTITIES OF ACCEPTABLE PANT
MATERIAL IS FOUND AT ONE NURSERY, THE CONTRACTOR SHALL
SOURCE TREES FROM OTHER PREFERRED NURSERIES.
LANDSCAPE GENERAL NOTES:
CITY OF CHANDLER NOTES:
1.
ALL TREES WITHIN VEHICULAR SIGHT DISTANCE/VISIBILITY CLEAR
ZONES SHALL HAVE A VERTICAL CANOPY CLEARANCE/CLEAR
TRUNK TO 6' ABOVE THE NEAREST CURB ELEVATION, ALL SHRUBS
IN THIS AREA MAY NOT REACH A MATURE HEIGHT OVER 24".
EandDSM CHAPTER 8, SECTION 8.4.3.3
2.
TREES MUST MAINTAIN A MINIMUM 6' SETBACK FROM THE FACE OF
CURB (IN AREAS EFFECTED BY FUTURE TURN LANES, TREES MAY
BE PLACED NO LESS THAN 4' FROM FACE OF CURB). EandDSM
CHAPTER 8, SECTION 8.4.3.4
3.
THE LANDSCAPE WILL BE MAINTAINED BY THE CONTRACTOR FOR
A PERIOD OF NINETY (90) DAYS FOLLOWING A PRELIMINARY
INSPECTION AND ACCEPTANCE BY THE CITY. IF NOT HEALTHY AT
THE END OF THE MAINTENANCE PERIOD, THE MAINTENANCE
SHALL BE CONTINUED UNTIL THE PLANT MATERIAL IS APPROVED
BY THE CITY. EandDSM CHAPTER 8, SECTION 8.2.3.7
4.
THE CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL FOR
A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE
OR REPLACEMENTS. ALL ROCK GROUND COVER AREAS SHALL BE
SPRAYED WITH PRE-EMERGENT HERBICIDE BY A LICENSED
APPLICATOR AS PART OF INSTALLATION AS FOLLOWS( A MINIMUM
OF THREE (3) APPLICATIONS ARE REQUIRED):
·
PRIOR TO THE APPLICATION OF GRANITE: 1
2 GALLON PER ACRE
·
AFTER GRANITE APPLICATION: 1
2 GALLON PER ACRE
·
PRIOR TO FINAL ACCEPTANCE: 1 GALLON PER ACRE
THE CITY SHALL BE FURNISHED WITH WRITTEN DOCUMENTATION
OF APPLICATORS LICENSE, ALL MATERIALS USED, APPLICATION
RATES, AND THE SCHEDULED DATES FOR APPLICATION PRIOR TO
THE START OF ANY APPLICATION (SPRAY LOGS). EandDSM
CHAPTER 8 SECTION 8.2.4.2
6.
INSPECTIONS
THE CITY'S CIVIL ENGINEERING OFFSITE INSPECTION GROUP WILL
INSPECT AND APPROVE THE WORK AT THE FOLLOWING STAGES OF
COMPLETION. ANY WORK COMPLETED WITHOUT THESE
INSPECTION MUST BE REMOVED PRIOR TO ACCEPTANCE OF THE
PHASE OF WORK. THESE STAGES ARE:
·
COMPLETION OF ALL TRENCHING AND INSTALLATION OF ALL
MAIN LINES PRIOR TO BACK FILLING, INCLUDING THE VACUUM
BREAKER, QUICK COUPLERS, ELECTRIC VALVES AND ANY
ISOLATION VALVES. THE MAIN LINE SHALL BE PRESSURE
TESTED FOR THIRTY (30) MINUTES AT THIS INSPECTION.
·
COMPLETION OF INSTALLATION OF ALL CONTROL WIRES PRIOR
TO BACKFILLING.
·
INSTALLATION OF ALL LATERAL VALVES, LINES, AND HEADS
PRIOR TO BACKFILLING. EandDSM CHAPTER 8, SECTION 8.2.11.14
7.
PRIOR TO ANY CONSTRUCTION OR UTILITY WORK STARTING
WITHIN A CITY RIGHT-OF-WAY, WHICH WILL AFFECT EXISTING
CITY-OWNED AND THE MAINTAINED LANDSCAPING OR IRRIGATION
SYSTEMS, THERE WILL BE A MEETING ON SITE TO SHOW THAT THE
EXISTING SYSTEMS OR LANDSCAPED AREAS ARE IN PROPER
REPAIR AND FUNCTIONING. AT THE COMPLETION OF THE
CONSTRUCTION WORK THERE WILL BE ANOTHER MEETING AND
INSPECTION ON SITE. THE SAME AREAS AND SYSTEMS WILL AGAIN
BE REVIVED. EandDSM CHAPTER 8, SECTION 8.2.11.14
8.
ANY DAMAGE TO THE LANDSCAPING OR TO THE IRRIGATION
SYSTEM WILL BE THE RESPONSIBILITY OF THE GENERAL
CONTRACTOR OR UTILITY COMPANY AND MUST BE REPAIRED TO
THE SATISFACTION OF THE CITY WITHIN FIVE (5) WORKING DAYS.
IF THIS WORK IS NOT COMPLETED WITHIN THE ALLOTTED TIME,
THE CITY WILL MAKE THE REPAIR OR CORRECTIONS AND MONEY
WILL BE DEDUCTED OR BILLED TO THE GENERAL CONTRACTOR ON
THE PROJECT. THE INDIVIDUALS WHO SHOULD BE REPRESENTED
AT THESE ON-SITE MEETINGS SHALL BE: A REPRESENTATIVE
FROM THE CONTRACTOR, A REPRESENTATIVE FROM THE
ENGINEERING FIRM OR PERSON RESPONSIBLE FOR THE
CONSTRUCTION INSPECTION AND A REPRESENTATIVE FROM THE
CITY SITE DEVELOPMENT INSPECTIONS GROUP. EandDSM
CHAPTER 8 SECTION 8.2.11.14
9.
ALL LANDSCAPE AREAS SHALL BE GRADED SO THAT FINISHED
GRADE SURFACES OF ALL NONLIVING MATERIALS (I.E.
DECOMPOSED GRANITE, CRUSHED ROCK, MULCH, ETC.) ARE ONE
AND A HALF (1-1/2) INCHES BELOW CONCRETE OR OTHER PAVED
SURFACES. EandDSM CHAPTER 8, SECTION 8.2.9
1.
TAGS MUST BE ATTACHED SO THAT THEY WILL REMAIN ON THE
PLANT FOR THE DURATION OF THE CONSTRUCTION ACTIVITIES.
2.
ALL PLANT MATERIAL IS TO BE CLEARLY FLAGGED WITH TAPE
OR PLASTIC TAGS VISIBLE FROM ALL DIRECTIONS. TAGS SHALL
BE NUMBERED TO CORRESPOND WITH THE PLANT INVENTORY
PLAN AND LEGEND.
3.
ALL PROTECTIVE FENCING SHALL BE IN PLACE BEFORE ANY
EARTH MOVING EQUIPMENT IS MOVED ONTO THE SITE AND
BEFORE ANY CLEARING OR GRUBBING TAKES PLACE.
4.
ALL REMOVED TREES SHALL BE STUMP GROUND TO 12" BELOW
FINISH GRADE.
5.
TREES AND PROTECTED PLANT MATERIAL THAT ARE
DESTROYED OR DIE DURING THE DURATION OF CONSTRUCTION
ACTIVITIES AND THROUGH MAINTENANCE PERIOD WILL BE
REPLACED WITH A PLANT OF EQUAL OR GREATER SIZE AND
TYPE BY THE RESPONSIBLE PARTY A MINIMUM OF 90 DAYS
BEFORE THE COMPLETION OF THE PROJECT.
6.
TO PREVENT TREE ROOT SMOTHERING, SOIL STOCKPILES,
SUPPLIES, EQUIPMENT OR ANY OTHER MATERIAL SHALL NOT BE
PLACED OR STORED WITHIN A TREE DRIP LINE OR WITHIN 25
FEET OF A TREE TRUNK, WHICHEVER IS GREATER.
7.
TRENCHES SHALL BE HAND DUG WITHIN THE DRIP LINE IN
AREAS WHERE ROOTS TWO INCHES IN DIAMETER AND
GREATER ARE PRESENT, OR WHEN IN CLOSE PROXIMITY TO
LOW BRANCHING TREES. WHENEVER POSSIBLE, ROOTS TWO
INCHES OR GREATER IN DIAMETER SHALL BE TUNNELED OR
BORED UNDER AND SHALL BE COVERED TO PREVENT
DEHYDRATION.
TREE ROOTS SHALL NOT BE CUT UNLESS CUTTING IS
UNAVOIDABLE. WHEN ROOT CUTTING IS UNAVOIDABLE, A CLEAN
SHARP CUT WITH AN APPROVED PRUNING SAW SHALL BE MADE
TO AVOID SHREDDING OR SMASHING. ROOT CUTS SHOULD BE
MADE BACK TO A LATERAL ROOT. WHENEVER POSSIBLE, TREE
ROOTS SHOULD BE CUT BETWEEN LATE FALL AND BUD
OPENING, WHEN ROOT ENERGY SUPPLIES ARE HIGH AND
CONDITIONS ARE LEAST FAVORABLE FOR DISEASE-CAUSING
AGENTS. EXPOSED ROOTS SHALL BE COVERED IMMEDIATELY
TO PREVENT DEHYDRATION.  ROOTS SHALL BE COVERED WITH
SOIL OR BURLAP AND KEPT MOIST.  BACKFILL MATERIAL
AROUND DAMAGED ROOTS SHALL BE A LIGHT MULCH/SAND
MIXTURE TO PROMOTE ROOT RECOVERY.
8.
HORIZONTAL BORING RATHER THAN TRENCHING SHOULD BE
USED FOR UTILITY PLACEMENT WITHIN DRIP LINE OF TREE
WHENEVER POSSIBLE.
9.
TREE PROTECTION FENCING MATERIAL SHALL ENCIRCLE ANY
TREE WHOSE OUTER DRIP LINE EDGE IS WITHIN 25 FEET OF
ANY CONSTRUCTION ACTIVITIES.
10. FENCING MATERIAL SHALL BE AT A MINIMUM HIGH DENSITY
POLYETHYLENE FENCING WITH 3.5" X 1.5" OPENING (ORANGE
COLOR) ON T- BAR POSTS. POSTS ARE TO BE PLACED 8' FEET
ON CENTER AND AT ALL CORNERS AND ANGLE POINTS. SEE
DETAIL 1, THIS SHEET.
11. FENCING MATERIAL SHALL BE SET AT THE DRIP LINE OR 25 FEET
FROM TREE TRUNK,WHICHEVER IS GREATER, AND MAINTAINED
IN AN UPRIGHT POSITION THROUGHOUT THE DURATION OF
CONSTRUCTION ACTIVITIES.
12. IF ANY PRUNING OF THE EXISTING TREES IS REQUIRED THE
CONTRACTOR SHALL HOLD A FIELD MEETING WITH THE CITY OF
CHANDLER REPRESENTATIVE, AND OWNER'S REPRESENTATIVE
AND DISCUSS WHAT IS TO BE TRIMMED, AND WHAT METHOD,
APPROACH, AND PROCEDURES ARE TO BE FOLLOWED FOR
TRIMMING.  ALL TREE TRIMMING SHALL BE ACCOMPLISHED BY A
CERTIFIED ARBORIST.
13.
ALL TREES DESIGNATED TO REMAIN PROTECTED IN PLACE,
SHALL BE TEMPORARILY IRRIGATED DURING CONSTRUCTION
BY WATER TRUCK, MODIFIED IRRIGATION SYSTEM, OR
ALTERNATIVE WATERING METHOD AS APPROVED BY THE CITY
OF CHANDLER REPRESENTATIVE.
GENERAL INVENTORY NOTES
SURFACE MATERIALS - COMBINED AREA
QUANTITIES
SYMBOL DESCRIPTION
COLOR & SIZE
QTY
Decomposed
Granite
Desert Gold or approved
Equal,
1 1/4" Screened MIN.,
2 1/2" Depth
Detail 7 on SHT. D-1.01
1,431,761
SF.
Rip Rap
Desert Gold or Approved
Equal,
3" - 6", 6" Depth
Detail 6 on SHT. D-1.01
6,651 SF.
Concrete
Header
8" x 6" Concrete Header
2,408 LF.
Turf Grass
Seed
'Rio' F1 Hybrid
Bermuda
71,909
SF
1
DEMOLITION - COMBINED AREA QUANTITIES
SYMBOL
DESCRIPTION
QUANTITY
REMOVE CONCRETE HEADER
11,235 SF.
REMOVE & DISPOSE OF TURF
1,419,677
SF.
REMOVE DECOMPOSED GRANITE
93,836 SF.
REMOVE WATER METER, SERVICE LINE
AND CLOSE CORP STOP AT WATER
MAIN
2
REMOVE BACKFLOW PREVENTER
2
DISCONNECT AND REMOVE BOOSTER
PUMP
2
REMOVE IRRIGATION CONTROLLER
10
SAWCUT, REMOVE AND REPLACE
EXISTING ASPHALT PER MAG STD DTL
200-1 "T-TOP", TRENCH REPAIR
BACKFILL WITH 1/2 SACK CLSM
26 SY.
2
3
4
5
6
7
8
4
PLANT INVENTORY
QUANTITY
Tree Palm
Salvage
0
0
Destroy
5
0
Protect In Place 299
3
Total
307
1
05.19.25  ADDENDUM 1
NOTE:
ALL QUANTITIES PROVIDED ARE INCLUSIVE OF BASE BID,
ALTERNATE NO. 1 & ALTERNATE NO. 2.
1
PLANTING - COMBINED
AREA QUANTITIES
Designation
Quantity
36" Box Tree
225
24" Box Tree
543
15 Gallon Tree
47
5 Gallon Shrub
2,251
5 Gallon Groundcover
1,841
5 Gallon Accent
2,214
1
1
1
1
1
ADDENDUM 1 (5/22/25)

GENERAL CONSTRUCTION NOTES
AND SHEET INDEX
NTS
GN-1.04
SHEET NO.:
DRAWING NO.:
OF
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
DATE:
#
DATE
DESCRIPTION
REVISIONS
CONSULTANT(S):
CLIENT:
P:\241704\J2Cad\Sheets\1704-GN-N1.dwg
5/21/2025 12:09:34 PM
----
SETH
PLACKO
4649 E COTTON GIN LOOP B2
PHOENIX, AZ 85040
602.438.2221
CITY OF CHANDLER
TURF TO XERISCAPE PROGRAM
PHASE I
66
04/22/25
AL, KZ
J2
SP/JV
JV
PROJECT # ST2405.401; CIV24-0141; LJ106660
1.  THE QUANTITIES AND CONDITIONS SHOWN ON THESE PLANS ARE FOR
INFORMATIONAL PURPOSES ONLY. THE CONTRACTOR SHALL VERIFY THE ACTUAL
QUANTITIES AND SITE CONDITIONS PRIOR TO BIDDING THE WORK.
2.  PRIOR TO ANY WORK, THE CONTRACTOR SHALL PERFORM A SURVEY TO
ESTABLISH THE OWNER RIGHT OF WAY AND WORK LIMITS.
3.  PRIOR TO COMMENCEMENT OF ANY WORK, THE ONTRACTOR SHALL CONTACT
BLUE STAKE (811 OR 602-263-1100) TO VERIFY LOCATIONS OF UNDERGROUND
UTILITIES THAT MAY BE AFFECTED BY THIS WORK, AND SHALL BE RESPONSIBLE
FOR DAMAGES TO SUCH UTILITIES CAUSED AS A RESULT OF THE WORK.
4.  READ THOROUGHLY AND BECOME FAMILIAR WITH THE INSTALLATION DETAILS
FOR THIS AND RELATED WORK PRIOR TO CONSTRUCTION.
5.  THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT
ADJACENT PROPERTIES FROM DAMAGE THROUGHOUT CONSTRUCTION.
6.  THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND COMPLYING
WITH ALL PERMITS REQUIRED TO COMPLETE THE WORK COVERED BY THESE
PLANS.
7.  THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE AND FEDERAL LAWS,
CODES ANDREGULATIONS APPLICABLE TO THE WORK COVERED BY THESE PLANS.
8.  THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION MEANS,
METHODS, COORDINATION AND SEQUENCING DURING CONSTRUCTION UNLESS
SPECIFICALLY ADDRESSED OTHERWISE IN THESE PLANS AND SPECIFICATIONS.
9.  ONCE CONSTRUCTION OPERATIONS HAVE COMMENCED, IT IS THE INTENTION OF
THIS PROJECT THAT THE JOB SITE BE FULLY MANNED/STAFFED UNTIL THE
COMPLETION OF THE WORK WITHOUT GAPS IN PROGRESS.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPENSATING THE OWNER
FOR ANY DESIGN CHANGES MADE AS RESULT OF DEVIATION BY THE CONTRACTOR
FROM THESE PLANS AND SPECIFICATIONS OR DUE TO ERRORS, FAULTY MATERIAL
OR FAULTY WORKMANSHIP.
11. ALL MATERIALS UTILIZED ON THIS PROJECT ARE INTENDED TO BE NEW AND OF
THE BEST GRADE AVAILABLE. NO USED, SALVAGED, RECLAIMED, OR SECONDS WILL
BE ACCEPTED.
12. THE CONTRACTOR SHALL VERIFY AND ACCEPT ALL SITE CONDITIONS AND
ROUGH GRADES PRIOR TO STARTING ANY WORK. ALL DRAINAGE FLOWS SHALL BE
PROTECTED AND MAINTAINED THROUGHOUT CONSTRUCTION.
13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL DURING
CONSTRUCTION AND SHALL ACQUIRE A DUST CONTROL PERMIT FROM MARICOPA
COUNTY. ALL COST ASSOCIATED WITH DUST CONTROL AND PERMITS IS
CONSIDERED INCIDENTAL TO THE PROJECT.
14. THE CONTRACTOR SHALL BE LIABLE FOR PAYMENT OF STATE, COUNTY, AND
CITY SALES TAXES.
15. THE CONTRACTOR AGREES TO INDEMNIFY AND SAVE HARMLESS THE OWNER,
ITS OFFICERS, AGENTS, AND EMPLOYEES AND ANY JURISDICTION OR AGENCY
ISSUING PERMITS FOR ANY WORK INCLUDED IN THE PROJECT FROM ALL SUITS,
INCLUDING ATTORNEY'S FEES AND COST OF LITIGATION, ACTIONS, LOSS DAMAGE,
EXPENSE, COST OR CLAIMS OF ANY CHARACTER OR NATURE ARISING OUT OF THE
WORK DONE IN FULFILLMENT OF THE TERMS OF THESE PLANS OR SPECIFICATIONS,
OR FROM ANY CLAIM OR ACT UNDER THE WORKMAN'S COMPENSATION LAW, OR
ARISING OUT OF THE CONTRACTOR TO CONFORM TO ANY SUITS, REGULATION,
LAW OR COURT DECREE.
16. THE CONTRACTOR SHALL PROVIDE IRRIGATION COVERAGE TO ALL PLANT
MATERIAL AS IDENTIFIED PER PLAN.
17. INSTALL MAINLINES AND LATERALS AT THE DEPTHS SPECIFIED ON THE
TRENCHING DETAIL.
18.  INSTALL ALL SLEEVES AT PIPE DEPTHS OR AT 24" MINIMUM COVER WHEN
UNDER DRIVING SURFACES.
19.  24 VOLT CONTROL WIRE CONNECTIONS ARE TO BE MADE WITH APPROVED
WATERPROOF WIRE CONNECTORS  WITH SEALANT.
20. ALL VALVE BOXES SHALL BE TAN IN COLOR .
21. ALL IRRIGATION EQUIPMENT SHALL BE INSTALLED PER PROJECT
SPECIFICATIONS, CITY OF CHANDLER  SANDARD DETAILS, IRRIGATION DETAILS IN
PLANS, AND PER MANUFACTURER'S SPECIFICATIONS.
22. ALL GEOTEXTILE FABRIC FOR IRRIGATION EQUIPMENT SUMPS SHALL BE
NON-WOVEN CLASS 'B' PER MAG SECTION 796.2.2.
23. AN INSPECTION INTERVAL ON THE TEMPORARY IRRIGATION SYSTEM FOR
PLANTS DESIGNATED AS PIP UNTIL THE PERMANENT IRRIGATION SYSTEM IS
OPERATIONAL
IRRIGATION GENERAL NOTES:
IRRIGATION CONTRACTOR NOTES:
1.  CONTRACTOR SHALL VERIFY STATIC PRESSURE AT CITY MAINLINE PRIOR TO
INITIATING ANY WORK AND NOTIFY BOTH CITY AND LANDSCAPE ARCHITECT IF
STATIC PRESSURE IS BEYOND 10% ABOVE OR BELOW STATIC DESIGN PRESSURE
OF 60 PSI PRIOR TO INITIATING ANY WORK.
2.  THE PLANS INDICATE A DETAILED LAYOUT OF IRRIGATION LINES, LATERALS, AND
EQUIPMENT LOCATIONS;  HOWEVER, SOME OF THE PIPING MAY BE SHOWN
OUTSIDE OF THE PLANTING AREAS FOR GRAPHIC CLARITY.  MULTIPLE LINES
DRAWN PARALLEL IN CLOSE PROXIMITY ARE INTENDED TO BE INSTALLED WITHIN
SAME TRENCH.  THE CONTRACTOR SHALL FOLLOW THE INTENT OF THE PLAN
LAYOUT AND SHALL REVIEW AND OBTAIN WRITTEN APPROVAL FROM THE
OWNER'S AUTHORIZED REPRESENTATIVE FOR ANY REQUESTED CHANGES.
3.  DO NOT PROCEED WITH THE INSTALLATION OF THE IRRIGATION SYSTEM WHEN
IT IS OBVIOUS IN THE FIELD THAT DISCREPANCIES IN CONSTRUCTION
SPECIFICATIONS, DETAILS, LEGENDS, OR NOTES ARE DISCOVERED. BRING ALL
SUCH DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE
UPON DISCOVERY.
4.  THE IRRIGATION CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF
IRRIGATION SLEEVING. SLEEVES ARE REQUIRED FOR BOTH PIPING AND
ELECTRICAL WIRING AT EACH HARDSCAPE CROSSING. COORDINATE
INSTALLATION OF SLEEVING WITH OTHER TRADES. ANY PIPE OR WIRE WHICH
PASSES BENEATH EXISTING HARDSCAPE WHERE SLEEVING WAS NOT INSTALLED
AS SHOWN ON PLANS WILL REQUIRE HORIZONTAL BORING BY THE IRRIGATION
CONTRACTOR AT  NO ADDITIONAL COST TO THE CITY.
5.  CONTRACTOR SHALL MAINTAIN THE IRRIGATION SYSTEM FOR A PERIOD OF
NINETY (90) DAYS AFTER PROJECT CONSTRUCTION ACCEPTANCE.
MAINTENANCE SHALL INCLUDE ALL NECESSARY REPLACEMENTS,
ADJUSTMENTS, AND CLEAN UP OPERATIONS.
6.  CONTRACTOR SHALL GUARANTEE THE IRRIGATION SYSTEM MATERIALS AND
LABOR FOR A PERIOD OF ONE (1) YEAR AFTER MAINTENANCE CONCLUSION AND
ACCEPTANCE.
7.  ADJUST IRRIGATION OPERATING TIMES TO ACCOMMODATE FOR PLANT
MATURITY, SOIL TYPE, PLANT EXPOSURE, SLOPE CONDITIONS, AND SEASONAL
REQUIREMENTS.
8.  CONTRACTOR SHALL NOT DISTURB EXISTING PLANTS OR GROUND SURFACES IN
AREAS SHOWN ON PLANS AS "NON-DISTURBANCE AREAS" OR SHALL BE
SUBJECT TO RESTORING AREAS BACK TO ORIGINAL CONDITION OR BETTER AT
NO ADDITIONAL COST TO THE CITY.
9 THE CITY'S CIVIL ENGINEERING OFFSITE INSPECTIONS GROUP WILL INSPECT
AND APPROVE THE WORK AT THE FOLLOWING STAGES OF C OMPLETION. ANY
WORK COMPLETED WITHOUT THESE INSPECTIONS MUST BE RMOVED PRIOR TO
ACCEPTANCE OF THAT PHSE OF WORK. THESE STAGES ARE:
A. COMPLETION OF ALL TRENCHING AND INSTALLATION OF ALL MAIN LINES PRIOR
TO BACK FILLING, INCLUDING THE BACKFLOW PREVENTER AND ELECTRIC VALVES.
THE  MAINLINE SHALL BE PRESSURE TESTED FOR THIRTY (30) MINUTES AT THIS
INSPECTION
B. COMPLETION OF INSTALLATION OF ALL CONTROL WIRES PRIOR TO
BACKFILLING.
C. INSTALLATLION OF ALL LATERAL LINES AND HEADS PROOR TO BACKFILLING.
1.
SEE 'EMITTER LEGEND' FOR EMITTER FLOWS & QUANTITIES PER PLANT.
SEE EMITTER DETAILS FOR REQUIRED LAYOUT.
2.
EMITTER TUBES (DISTRIBUTION TUBING) SHALL BE VINYL MATERIAL SIZED
AS REQUIRED TO FIT THE APPROVED EMITTER TYPE AND SHALL NOT
EXCEED 5'-0" IN LENGTH.  ALL EMITTER TUBES SHALL BE DIRECT BURIED A
MINIMUM OF 2" BELOW FINISH GRADE OF SOIL AND SHALL BE VISIBLE AND
CUT 1" MINIMUM TO 2" MAXIMUM ABOVE FINISH GRADE OF DECOMPOSED
GRANITE. BURYING TUBES BENEATH DECOMPOSED GRANITE ONLY IS NOT
PERMITTED.
3.
1/2" SCHEDULE 40 PVC PIPE MAY BE USED AS EMITTER LATERAL PIPES AT
A MAXIMUM TOTAL DISTANCE OF 15 LINEAR FEET FROM 3/4" DRIP LATERAL
PIPES TO EMITTER LOCATIONS.  THIS 1/2" EMITTER LATERAL PIPES ARE
NOT SHOWN IN PLANS AND QUANTITIES ARE INCIDENTAL TO 3/4" LATER
PIPE QUANTITY.
4.
INSTALL MULTI-PORT EMITTERS WITHIN 6" ROUND EMITTER BOX PER
DESCRIPTION AND DETAIL.
5.
INSTALL FLUSHING END CAPS AT ENDS OF LATERALS AS SHOWN.  INSTALL
FLUSHING END CAPS IN DG WITH A MINIMUM 10" DIA. CIRCULAR LOCKING
VALVE BOX.
EMITTER NOTES:
SHRUBS:
1.0 GPH
1 / 1.0 GPH
1 / MULTI
4 / 2.0 GPH
8.0 GPH
ACACIA ANEURA
MULGA ACACIA
ACCENTS:
GROUNDCOVERS:
QUANTITY / TYPE:
BOTANICAL NAME /
   COMMON NAME:
TREES:
 VOLUME
PER PLANT:
#  PORTS /
VOLUME:
EMITTER LEGEND
SYMBOL:
EUCALYPTUS PAPUANA
GHOST GUM
QUERCUS VIRGINIANA 'HERITAGE'
HERITAGE LIVE OAK
EREMOPHILA GLABRA
'MINGENEW GOLD'
OUTBACK SUNRISE EMU
CALLIANDRA CALIFORNICA
BAJA RED FAIRY DUSTER
* = MULTI PORT EMITTERS SHALL BE SHARED BETWEEN ADJACENT PLANT WITHIN 8'-0" 
MAX EMITTER TUBE REACH WITH SAME EMITTER TYPE.
**=  `DEEPROOT' LOCATIONS AS SHOWN ON IRRIGATION PLANS.
1 / MULTI *
AGAVE DESMETTIANA
SMOOTH AGAVE
1 / MULTI *
10.0 GPH
1 / MULTI *
1.0 GPH
1 / 1.0 GPH
1 / MULTI *
1.0 GPH
1 / 1.0 GPH
1 / MULTI *
1.0 GPH
1 / 1.0 GPH
1 / MULTI *
CHILOPSIS LINEARIS
DESERT WILLOW
HESPERALOE PARVIFLORA 'PERPA'
BRAKELIGHTS RED YUCCA
1 / MULTI *
HESPERALOE FUNIFERA
GIANT HESPERALOE
1 / MULTI *
MUHLENBERGIA RIGENS
DEERGRASS
1 / MULTI *
1 / 1.0 GPH
1 / 1.0 GPH
1.0 GPH
1.0 GPH
1 / MULTI
1 / MULTI
1 / MULTI
1 / MULTI
5 / 2.0 GPH
4 / 2.0 GPH
8.0 GPH
12 / 2.0 GPH
12.0 GPH
4 / 2.0 GPM
8.0 GPH
1.0 GPH
1 / 1.0 GPH
1.0 GPH
1 / 1.0 GPH
EXISTING TREE
2 / MULTI
12 / 2.0 GPH
24.0 GPH
PIP
#
ACACIA SALICINA
WILLOW ACACIA
1 / MULTI
5 / 2.0 GPH
10.0 GPH
CHITALPA TASHKENTENSIS
CHITALPA
1 / MULTI
4 / 2.0 GPH
8.0 GPH
OLEA EUROPAEA 'WILSONII'
WILSON'S FRUITLESS OLIVE
10.0 GPH
1 / MULTI
5 / 2.0 GPH
PARKINSONIA FLORIDUM
BLUE PALO VERDE
PISTACIA 'RED PUSH'
RED PUSH PISTACHE
1 / MULTI
12 / 2.0 GPH
12.0 GPH
EXISTING TREE- EUCALYPTUS,
ASH, OAK, OLIVE, & DATE PALM;
PIP
#
EXISTING TREE- PINE <24" CALIPER
2 / DEEP ROOT
& 2 / MULTI **
48.0 GPH
EXISTING TREE- PINE >24" CALIPER
PIP
#
72.0 GPH
SIMMONDSIA CHINENSIS
JOJOBA
BUDDLEJA MARRUBIIFOLIA
WOOLLY BUTTERFLY BUSH
LEOCOPHYLLUM FRUTESCENS
TEXAS SAGE
1.0 GPH
1 / 1.0 GPH
1 / MULTI *
RUELLIA PENINSULARIS
BAJA RUELLIA
2.0 GPH
2 / 1.0 GPH
1 / MULTI *
SENNA ARTIMISIODES
FEATHERY SENNA
2.0 GPH
2 / 1.0 GPH
1 / MULTI *
TECOMA x ORANGE JUBILEE
ORANGE JUBILEE
1.0 GPH
1 / 1.0 GPH
1 / MULTI *
ACACIA REDOLENS 'LOW BOY'
TRAILING ACACIA
1.0 GPH
1 / 1.0 GPH
1 / MULTI *
CONVOLVULUS CNEORUM
BUSH MORNING GLORY
OENOTHERA BERLANDIERI
MEXICAN EVENING PRIMROSE
1.0 GPH
1 / 1.0 GPH
1 / MULTI *
1.0 GPH
1 / 1.0 GPH
1 / MULTI *
OPUNTIA ENGELMANNII
ENGELMANN'S PRICKLY PEAR
1 / MULTI *
1 / 1.0 GPH
1.0 GPH
NOLINA MICROCARPA
BEAR GRASS
1 / MULTI *
1 / 1.0 GPH
1.0 GPH
PIP
#
EXISTING TREE OAK IN DG
2 / MULTI
12 / 2.0 GPH
24.0 GPH
1.0 GPH
1 / 1.0 GPH
1 / MULTI *
3 / DEEP ROOT
& 3 / MULTI **
24 / 2.0 GPH
36 / 2.0 GPH
COMBINED IRRIGATION QUANTITIES
NOT
SHOWN
SYMBOL:
DESCRIPTION:
DETAIL:
4
3
MULTI  EMITTER ASSEMBLY
END CAP FLUSH VALVE
ASSEMBLY
PIPE SLEEVE (PS)
X"PS
7
MAINLINE PIPE- SCH 40
4
DRIP REMOTE CONTROL
VALVE ASSEMBLY
1
ID.02
ID.02
ID.01
ID.02
ID.01
QTYS:
3,998 EA
70 EA
153 EA
2.5" - 12 LF
2.0" - 370 LF
1.5" - 330 LF
1.25" - 1,331 LF
1.0" - 1,850 LF
.75" - 89,677 LF
4"PS= 96 LF
ISOLATION BALL VALVE
2.5" - 2 EA
1
ID.01
DEEP ROOT WATERING
ASSEMBLY
1&2
ID.03
315 EA
2.0" - 1 EA
6"PS= 65 LF
3"PS= 117 LF
2"PS= 25 LF
5
2.0 GPH
2 / 1.0 GPH
CAESALPINIA PULCHERRIMA
RED BIRD OF PARADISE
1 / MULTI *
AGAVE AMERICANA 'VERIGATA'
VARIEGATED CENTURY PLANT
1 / MULTI *
1.0 GPH
1 / 1.0 GPH
TURF REMOTE CONTROL
VALVE ASSEMBLY
2.0" - 2 EA
1.5" - 8 EA
TURF ROTOR ASSEMBLY
118 EA
2.5
25F
X"
TURF & DRIP & DEEP ROOT
LATERAL PIPE- SCH 40 PVC
X"
2
ID.02
6
ID.02
1.5" - 10 EA
1.25" - 5 EA
2.5" - 528 LF
2.0" - 701 LF
1.5" - 5,663 LF
1.25" - 3,918 LF
IRRIGATION CONTROLLER:
12 STATION WALL MOUNT
12 STATION PEDESTAL MOUNT
24 STATION PEDESTAL MOUNT
1 EA
6 EA
2 EA
3 & 4
ID.03
C
BASELINE’S EXTENDED 10 YEAR EQUIPMENT WARRANTY: A 10 YEAR
BASELINE SYSTEM CERTIFICATION MUST BE PERFORMED BY A BASELINE
AUTHORIZED DISTRIBUTOR OF EACH INDIVIDUAL SYSTEM ONCE
INSTALLATION IS COMPLETED.  UPON COMPLETION OF TESTING, IF
SYSTEM DOES NOT MEET THE CRITERIA THE CONTRACTOR IS
RESPONSIBLE TO MAKE APPROPRIATE CHANGES NEEDED IN ORDER TO
PASS THE 10-YEAR WARRANTY REQUIREMENTS. 
· TO APPLY FOR BASELINE’S EXTENDED 10 YEAR EQUIPMENT
WARRANTY, CONTRACTOR MUST COMPLETE AND SIGN THE 10 YEAR
EQUIPMENT WARRANTY APPLICATION AND SUBMIT IT TO BASELINE
WITH 30 DAYS OF INSTALLING THE BASELINE CONTROLLER.
1.
ALL CONVENTIONAL CONTROL WIRES SHALL BE TYPE UF & TWU IN
ACCORDANCE TO NATIONAL ELECTRIC CODE FOR OPERATION AT A
POTENTIAL OF 600 VOLTS OR LESS AND AT A TEMPERATURE OF 75°C OR LESS.
LISTED BY UL, ETL, OR CSA.  CONDUCTORS SHALL BE OF SOFT DRAWN BARE
COPPER MEETING THE REQUIREMENTS OF ASTM SPECIFICATION B-3 OR B-8.
TEMPERATURE RATING OF -10°C + 75°C.  INSULATION SHALL BE POLYVINYL
CHLORIDE RATED TO 75°C CONFORMING TO UL STANDARDS 493 AND 83.
INSULATION SHALL BE MARKED WITH MANUFACTURER'S NAME, VOLTAGE
RATING, SIZE AND TYPE, LISTING FILE NUMBERS, RoHS.  ALL CABLES SHALL BE
TESTED PHYSICALLY AND ELECTRICALLY IN ACCORDANCE WITH UL
STANDARD 493 AND 83.  IT SHOULD ALSO BE TESTED TO CSA RULE C.22.2 NO.
75.  ALL REELS AND CARTONS BEAR LISTING LABELS.
2.
ALL COMMON AND SPARE WIRES SHALL BE #12 GAUGE SOLID WIRE.  ALL
CONTROL WIRES SHALL BE #14 GAUGE SOLID WIRE.  ALL WIRES SHALL BE
INSTALLED WITHIN CONTINUOUS GRAY COLOR PVC ELECTRICAL CONDUIT
WHEN BELOW GRADE AND EMT CONDUIT WHEN ABOVE GRADE.  DIFFERENT
COLOR WIRES SHALL BE USED TO IDENTIFY WHICH CONTROLLER WIRES ARE
ASSOCIATED.
3.
ALL 24 VOLT CONTROL WIRE CONNECTIONS SHALL BE MADE WITH 3M DBR/Y-6
GEL FILLED CONNECTOR SEALING PACKS OR APPROVED EQUAL PER
IRRIGATION CONTROLLER MANUFACTURERS SPECIFICATIONS.
4.
DIRECT BURY OF WIRE SPLICES IS NOT ACCEPTABLE.  WIRE SPLICES SHALL
ONLY OCCUR INSIDE VALVE BOXES AT VALVES AS SHOWN PER DETAILS AND
INSIDE DEDICATED WIRE SPLICE BOXES WHERE WIRES TEE IN DIFFERENT
DIRECTIONS AND WHERE WIRE RUNS EXCEED 2,500 LF.  ALL WIRE ENDS
INSIDE WIRE SPLICE BOXES SHALL BE LABELED WITH ASSOCIATED STATION
NUMBERS.
WIRE PATH NOTES:
WHERE IT IS NECESSARY TO EXCAVATE ADJACENT TO EXISTING TREES, THE
CONTRACTOR SHALL USE CARE TO AVOID INJURY TO TREES AND TREE ROOTS.
EXCAVATION IN AREAS WHERE 2" AND LARGER ROOTS OCCUR SHALL BE DONE BY
HAND. ROOTS 6" AND LARGER IN DIAMETER, EXCEPT DIRECTLY IN THE PATH OF
PIPE OR CONDUIT, SHALL BE TUNNELED UNDER AND SHALL BE HEAVILY WRAPPED
WITH BURLAP TO PREVENT SCARRING OR EXCESSIVE DRYING. WHERE A DITCHING
MACHINE IS RUN CLOSE TO TREES HAVING ROOTS SMALLER THAN 2 INCHES IN
DIAMETER, THE WALL OF THE TRENCH ADJACENT TO THE TREE SHALL BE HAND
TRIMMED, MAKING CLEAN CUTS. ROOTS 1" AND LARGER IN DIAMETER SHALL BE
PAINTED WITH TWO COATS OF TREE SEAL OR APPROVED EQUAL. TRENCHES WITH
IRRIGATION PIPING ADJACENT TO TREES SHOULD BE PRESSURE TESTED AS
REQUIRED AND CLOSED WITHIN 24 HOURS, AND WHERE THIS IS NOT POSSIBLE
THE SIDE OF THE TRENCH ADJACENT TO THE TREE SHALL BE KEPT SHADED WITH
BURLAP OR CANVAS.
TRENCHING ADJACENT TO EXISTING
TREES SPECIAL NOTE:
MASTER VALVE & FLOW
METER ASSEMBLY
1" - 7 EA
1.5" - 1 EA
2" - 1 EA
6
ID.03
1
05.19.25  ADDENDUM 1
1
NOTE:
ALL QUANTITIES PROVIDED ARE INCLUSIVE OF BASE BID,
ALTERNATE NO. 1 & ALTERNATE NO. 2.
1

Size
Qty.
Symbol
Botanical / Common Name
Remarks
Landscape Legend - Area 107
Trees / Palms
Size
Symbol
Botanical / Common Name
Remarks
Shrubs
5 Gallon
Full Past Can
Size
Symbol
Botanical / Common Name
Remarks
Groundcovers
5 Gallon
Full Past Can
Acacia redolens 'Low Boy'
Trailing Acacia
Size
Symbol
Botanical / Common Name
Remarks
Accents
Full Past Can
Muhlenbergia rigens
Deer Grass
Calliandra californica
Red Fairy Duster
Full Past Can
Eremophila glabra
'Mingenew Gold'
Outback Sunrise Emu
5 Gallon
5 Gallon
Full Past Can
Simmondsia chinensis
Jojoba
Parkinsonia Florida
Blue Palo Verde
24" Box
5 Gallon
Varies
Existing Palm
Protect In Place
Full Past Can
Hesperaloe funifera
Giant Hesperaloe
5 Gallon
5 Gallon
Full Past Can
Nolina microcarpa
Bear Grass
5 Gallon
Full Past Can
Opuntia engelmannii
Engelmann's Prickly Pear
Full Past Can
Agave americana 'Variegata'
Variegated Century Plant
5 Gallon
Senna artemisiodes
Feathery Senna
5 Gallon
Full Past Can
Acacia aneura
Mulga
24" Box
Eucalyptus papuana
Ghost Gum Eucalyptus
15 Gal.
24" Box
Pistacia 'Red Push'
Red Push Pistache
24" Box
36" Box
PIP
XX
Varies
Existing Tree
Protect In Place
PIP
XX
Qty.
Qty.
Qty.
28
4
5
Varies
Varies
11
11
18
3
12
35
34
37
49
86
12
34
51
24
24
Ruellia peninsularis
Desert Ruellia
5 Gallon
Full Past Can
42
5 Gallon
Full Past Can
24
Full Past Can
Hesperaloe parviflora 'Yellow'
Yellow Yucca
5 Gallon
32
5 Gallon
Full Past Can
Caesalpinia pulcherrima
Red Bird of Paradise
51
24": Standard
H 6'-7' | W 2'-3'
Cal. 0.75" -1.25"
15 Gal: Standard
H 6'-7' | W 2'-3'
Cal. 0.5"-1.0"
24": Standard
H 7'-9' | W 3'-4'
Cal. 1.25"-1.5"
24": Multi
H 5'-8' | W 3'-4'
36": Multi
H 8'-10' | W 5'-7'
24": Standard
H 7'-9' | W 2.5'-3.5'
Cal. 1.0"-1.5"
36": Standard
H 12'-14' | W 6'-8'
Cal. 3"-4"
Buddleja marrubiifolia
Woolly Butterfly Bush
5 Gallon
Convolvulus cneorum
Bush Morning Glory
37
Full Past Can
5 Gallon
Full Past Can
Tecoma x 'Orange Jubilee'
Orange Jubilee
62
A107-1.01
SHEET NO.:
DRAWING NO.:
OF
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
DATE:
#
DATE
DESCRIPTION
REVISIONS
CONSULTANT(S):
CLIENT:
P:\241704\J2Cad\Sheets\1704-A107-L1.dwg 5/21/2025 12:09:40 PM
----
SETH
PLACKO
4649 E COTTON GIN LOOP B2
PHOENIX, AZ 85040
602.438.2221
CITY OF CHANDLER
TURF TO XERISCAPE PROGRAM
PHASE I
66
04/22/25
AL, KZ
J2
SP/JV
JV
PROJECT # ST2405.401; CIV24-0141; LJ106660
AREA 107 LEGENDS & QUANTITY
NTS
A107-1.01
  AREA 107 - LEGENDS & QUANTITY
A107-2.01
  AREA 107 - DEMOLITION AND PLANT INVENTORY PLAN
A107-3.01 
  AREA 107 - LANDSCAPE PLAN
A107-3.02 
  AREA 107 - LANDSCAPE PLAN
A107-4.01
  AREA 107 - IRRIGATION PLAN
A107-4.02
  AREA 107 - IRRIGATION PLAN
A107 SHEET INDEX:
CONTROL ZONE FLOW (GPM)
CONTROLLER/STATION NUMBER
VALVE SIZE
ZONE TYPE:
SHRUBS = SHRUBS IN DG
TREES = TREES IN DG
DEEP ROOT = SELECTED EXST
     TREES
VALVE KEY:
INVENTORY DESIGNATION LEGEND
S 
= Salvageable
NS
= Non-Salvageable
INTENDED DESIGNATION LEGEND
S
= Salvage and Relocate
D
= Destroy, Not Salvageable & Cannot Remain in Place
PIP
= Preserve and Protect In Place
PLANT INVENTORY QUANTITY:
Tree
Palm
Salvage and Relocate
0
0
Destroy and Remove
4
0
Protect In Place
12
3
Total
19
PROTECTION FENCING LEGEND:
SYMBOL
DESCRIPTION
QTY
TREE PROTECTION
FENCING FOR EXISTING
TREES.
REFER TO DETAILS 1-2,
SHEET LD-1.02
930 LF
IRRIGATION LEGEND
NOT
SHOWN
EXISTING REDUCED
PRESSURE BACKFLOW
PREVENTION ASSEMBLY
DRIP LATERAL PIPE-
SHRUBS
SYMBOL:
DESCRIPTION:
REMARKS:
DETAIL:
4
3
MULTI  EMITTER ASSEMBLY
FLUSH CAP ASSEMBLY
PIPE SLEEVE (PS)
X"PS
7
SCHEDULE 40 PVC PIPE (WHITE);  INSTALL SLEEVES AT DEEPEST PIPE DEPTH
WITHIN SLEEVE OR 24" MIN. COVER UNDER DRIVING SURFACES;  ANY
SLEEEVES NOTED FOR BORING IS CONSIDERED INCIDENTAL TO SLEEVE COST
3/4" SCHEDULE 40 PVC SOLVENT WELD PIPE WITH SCHEDULE 40 FITTINGS
PROTECT IN PLACE
MAINLINE PIPE
4
SCH 40 PVC PIPE WITH SCH 80 SOLVENT WELD FITTINGS, SIZE PER PLAN
DRIP REMOTE
CONTROL VALVE
ASSEMBLY
1
ID.02
ID.02
ID.01
ID.02
ID.01
QTYS:
353 EA
4 EA
12 EA
4,933 LF
1.25" - 923 LF
6"PS= 10 LF
C
B
BOWSMITH #ML210 1.0 GPH BLUE COLOR AND #ML220 2.0 GPH RED COLOR
MULTI-PORT EMITTERS WITH 1/2" FPT INLET; 1/2" SCH 40 FLEX PIPE RISER;
1/4" VINYL DISTRIBUTION TUBES AT 5'-0" MAX. LENGTH;  IN 6" NDS TAN COLOR
ROUND EMITTER BOX (SEE 'EMITTER NOTE' #4).  SEE 'EMITTER SCHEDULE'
FOR REQ'D FLOW & QTY. PER PLANT
HUNTER DRIP KIT #ICZ-101-LF, 1" GLOBE VALVE, 1"  WYE FILTER (150 MESH
STAINLESS STEEL SCREEN) AND PRESSURE REGULATOR (25 PSI);
1" SPEARS SCH 80 PVC BALL VALVES WITH FULL PORT TRUE UNION; SCH.
80 PVC NIPPLES & FITTINGS; CHRISTY'S STANDARD YELLOW ID TAG WITH
CONTROLLER LETTER & STATION NUMBER (IE: A-1) PRINTED ONE SIDE;
INSTALL IN CARSON #1220 TAN JUMBO VALVE BOX WITH BOLT DOWN
T-COVER EMBOSSED WITH CONTROLLER LETTER & STATION NUMBER (TO
MATCH ID TAG).
EXISTING WATER METER
PROTECT IN PLACE
DRIP LATERAL PIPE- TREES
3/4" SCHEDULE 40 PVC SOLVENT WELD PIPE WITH SCHEDULE 40 FITTINGS
2,582 LF
N/A
N/A
PLANT INVENTORY
Plant #
Species
Common Name
Caliper
(in)
Width
(in)
Height
(in)
Inventory
Designation
Action
Designation
Comments
22
 Searsia lancea
African Sumac
10
12
15
NS
PIP
23
 Searsia lancea
African Sumac
12
15
18
NS
PIP
24
 Searsia lancea
African Sumac
8
12
15
NS
PIP
25
 Searsia lancea
African Sumac
8
15
12
NS
PIP
Leaning.
26
 Searsia lancea
African Sumac
6
10
12
NS
PIP
Leaning. Poor form.
27
 Searsia lancea
African Sumac
20
20
20
NS
PIP
Twisted branches.
28
 Searsia lancea
African Sumac
18
15
15
NS
D
Branch loss, canopy
sparse, in decline.
29
 Searsia lancea
African Sumac
8
12
15
NS
PIP
30
 Searsia lancea
African Sumac
18
15
15
NS
D
Twisted branches.
31
 Searsia lancea
African Sumac
10
12
15
NS
D
Canopy loss, dead
branches.
32
 Searsia lancea
African Sumac
20
25
20
NS
D
Leaning and possibly
uprooting.
33
 Searsia lancea
African Sumac
20
30
25
NS
PIP
Leaning but attractive.
34
 Searsia lancea
African Sumac
6
10
12
NS
PIP
Boulders at base of tree
for support.
35
Eucalyptus spp.
Eucalyptus Variety
30
45
60
NS
PIP
36
Eucalyptus spp.
Eucalyptus Variety
24
40
60
NS
PIP
37
Eucalyptus spp.
Eucalyptus Variety
18
25
55
NS
PIP
38
Washingtonia robusta
 Mexican Fan Palm
20
12
45
NS
PIP
39
Washingtonia robusta
 Mexican Fan Palm
20
12
45
NS
PIP
40
Washingtonia robusta
 Mexican Fan Palm
20
12
40
NS
PIP
SURFACE MATERIALS LEGEND
AREA 107
SYMBOL
DESCRIPTION
COLOR
QUANTITY
Decomposed
Granite
Desert Gold or Approved
Equal, 1 1/4" Screened
MIN., 2 1/2" Depth
114,062
SF
Riprap
Desert Gold or Approved
Equal,
3" - 6", 6" Depth
285 SF
EXISTING ELECTRIC METER
PROTECT IN PLACE
N/A
IRRIGATION CONTROLLER
'107'
1 EA
ISOLATION BALL VALVE
1.25" - 1 EA
SPEARS SCH 80 PVC BALL VALVES WITH FULL PORT TRUE UNION;
INSTALL IN CARSON #1220 JUMBO TAN VALVE BOX WITH BOLT DOWN
T-COVER EMBOSSED WITH 2" STENCIL LETTERS PER VALVE BOX
INSTALLATION DETAIL.  SIZE TO MATCH PIPE SIZE.
1
ID.01
E
M
DRIP LATERAL PIPE
1" SCHEDULE 40 PVC SOLVENT WELD PIPE WITH SCHEDULE 40 FITTINGS
21 LF
VICINITY MAP
NTS
PROJECT
AREA
ELLIOT RD
WARNER RD
MCQUEEN RD
ARIZONA AVE
ALMA SCHOOL RD
3/4" API PVC BALL VALVE WITH 3/4" SWIVEL FHT INPUT & 3/4" MHT OUTPUT;
3/4" PVC FLEX PIPE RISER WITH TWO 3/4" SCH 40 PVC MALE ADAPTERS;
INSTALL IN CARSON #910 10" ROUND VALVE BOX WITH BOLT DOWN
T-COVER EMBOSSED WITH 2" STENCIL LETTERS PER VALVE BOX
INSTALLATION DETAIL IN THIS SET. (TWO END CAPS MAX. MAY BE
INSTALLED WITHIN SAME VALVE BOX IF LOCATED IN SAME VICINITY)
6
DEMOLITION KEY NOTES - AREA 107
REMOVE CONCRETE HEADER (1,200LF.)
REMOVE & DISPOSE OF TURF   (104,741 SF.)
REMOVE DG (9,179 SF.)
REMOVE IRRIGATION CONTROLLER (1 EA)
1
2
3
7
BASELINE #BL-3200X-R12-CM 12 STATION CONVENTIONALLY WIRED
CONTROLLER WITH 16-GAUGE POWDERCOATED STEEL WALL MOUNT
ENCLOSURE WITH #BL-CLOUD-LTE-ESIM MODEM, OMNI DIRECTIONAL
ANTENNA KIT #BL-CM-OMNI WITH 50' ANTENNA CABLE #BL-CX-CBL50 AND
IN-LINE SURGE ARRESTOR #BL-CX-LA-X;  INCLUDE BASEMANAGER PLUS 10
YEAR SERVICE #BL-BMW2-PLUS-10Y WITH POST CONSTRUCTION
EQUIPMENT SURVEY BY CONTRACTOR;  GROUND CONTROLLER WITH
POWER SUPPLY GROUND;  CELLULAR SITE SURVEY SHALL DETERMINE CELL
PROVIDER, CELL ANTENNA TYPE, AND CONFIRM ANTENNA LOCATION.
4 & 5
ID.03
MASTER VALVE & FLOW
METER ASSEBLY
MASTER VALVE:  1.0" HUNTER IVC-101G GLASS-FILLED NYLON VALVE WITH
SCURBBER & FLOW CONTROL (NORMALLY CLOSED);  TWO SCH 80 PVC
UNIONS SIZED TO MATCH;  CHRISTY'S YELLOW MAXI SIZE WIRE ID TAG;
CARSON JUMBO TAN COLOR RECTANGULAR VALVE BOX #1220-12;
CONVENTIONAL WIRES TO  CONTROLLER SHALL BE #14 AWG BLUE CONTROL,
WHITE COMMON, & ONE GRAY SPARE TO MV & FS.
FLOW METER:  CST FSI-T10-001 1.0" PVC TEE-STYLE FLOW METER,  CHRISTY'S
YELLOW MAXI SIZE WIRE ID TAG;  IN CARSON TAN COLOR 10" ROUND VALVE
BOX #910-12;  ROUTE WIRES TO CONTROLLER ENTIRELY WITHIN 1.25" SCH 40
PVC CONDUIT.
1" - 1 EA
6
ID.03
1
05.19.25  ADDENDUM 1
1
1

|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
S
S
WM
WV
DW
S
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
PIP
PIP
PIP
PIP
22
23
24
25
36"
36"
36"
36"
36"
36"
36"
IR
IR
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
E
E
E
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
S
S
IR
W
W
W
W
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
PIP
PIP
PIP
26
27
29
36"
36"
36"
36"
36"
36"
36"
36"
15g
15g
15g
Tree Protection Fencing Legend
Symbol
Item Description
Size
Symbol
Botanical / Common Name
Landscape Legend - Area 107
Trees / Palms
Size
Symbol
Botanical / Common Name
Shrubs
5 Gallon
Size
Symbol
Botanical / Common Name
Groundcovers
5 Gallon
Acacia redolens 'Low Boy'
Trailing Acacia
Size
Symbol
Botanical / Common Name
Accents
Muhlenbergia rigens
Deer Grass
Calliandra californica
Red Fairy Duster
Eremophila glabra
'Mingenew Gold'
Outback Sunrise Emu
5 Gallon
5 Gallon
Simmondsia chinensis
Jojoba
Parkinsonia Florida
Blue Palo Verde
24" Box
5 Gallon
Varies
Existing Palm
Protect In Place
Hesperaloe funifera
Giant Hesperaloe
5 Gallon
5 Gallon
Nolina microcarpa
Bear Grass
5 Gallon
Opuntia engelmannii
Engelmann's Prickly Pear
Agave americana 'Variegata'
Variegated Century Plant
5 Gallon
Senna artemisiodes
Feathery Senna
5 Gallon
Acacia aneura
Mulga
24" Box
Eucalyptus papuana
Ghost Gum Eucalyptus
15 Gal.
24" Box
Pistacia 'Red Push'
Red Push Pistache
24" Box
36" Box
PIP
XX
Varies
Existing Tree
Protect In Place
PIP
XX
Ruellia peninsularis
Desert Ruellia
5 Gallon
5 Gallon
Hesperaloe parviflora 'Yellow'
Yellow Yucca
5 Gallon
5 Gallon
Caesalpinia pulcherrima
Red Bird of Paradise
Buddleja marrubiifolia
Woolly Butterfly Bush
Tree / Palm Protection Fencing
Refer to Dtls. 1-2, Sheet GN-1.04
5 Gallon
Convolvulus cneorum
Bush Morning Glory
5 Gallon
Tecoma x 'Orange Jubilee'
Orange Jubilee
SURFACE MATERIALS
SYMBOL
DESCRIPTION
DECOMPOSED GRANITE
 SEE SHT GN-1.03
RIP RAP
 SEE SHT GN-1.03
0
20'
40'
SCALE: 1"=20'
A107-3.01
SHEET NO.:
DRAWING NO.:
OF
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
DATE:
#
DATE
DESCRIPTION
REVISIONS
CONSULTANT(S):
CLIENT:
P:\241704\J2Cad\Sheets\1704-A107-L3.dwg 5/21/2025 12:09:54 PM
----
SETH
PLACKO
4649 E COTTON GIN LOOP B2
PHOENIX, AZ 85040
602.438.2221
CITY OF CHANDLER
TURF TO XERISCAPE PROGRAM
PHASE I
66
04/22/25
AL, KZ
J2
SP/JV
JV
PROJECT # ST2405.401; CIV24-0141; LJ106660
Call at least two full working days
before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
Arizona Blue Stake, Inc.
-WARNING-
OVERHEAD POWER LINES WITHIN
PROJECT CONSTRUCTION LIMITS
MATCH LINE SEE BELOW LEFT
MATCH LINE SEE ABOVE RIGHT
MATCH LINE SEE SHEET A107-L3.02
AREA 107 - LANDSCAPE PLANS
SEE PLAN
33' ROW
50' ROW
ELLIOT ROAD
SUMMIT PLACE
ELLIOT ROAD
50' ROW
CENTER LINE
CENTER
LINE
CENTER LINE
EXISTING
FIRE
HYDRANT
FIRE
HYDRANT
EXISTING BOLLARD &
ELECTRICAL UTILITY BOX
EXISTING
ELECTRICAL BOX
ALLEY
EXISTING
CMU BLOCK
EXISTING CMU BLOCK
EXISTING DRY WELL
EID: 804000071
EXISTING 48" SRP
IRRIGATION LINE
EXISTING
ELECTRICAL LINE
EXISTING
ELECTRICAL LINE
EXISTING 48" SRP
IRRIGATION LINE
EXISTING
LIGHT POLE
& J-BOX, TYP.
EXISTING LIGHT
POLE & J-BOX, TYP
SDL
LIMIT OF
WORK
LIMIT OF
WORK
EXISTING CURB,
GUTTER AND
SIDEWALK
EXISTING CURB,
GUTTER AND SIDEWALK
8
EXISTING UTILITIES KEY:
SYMBOL/ LINETYPE
DESCRIPTION
WATER
SEWER
ELECTRICAL
OVERHEAD ELECTRICAL
IRRIGATION
GAS
TELECO
FIBER OPTIC CABLE
CITY FIBER OPTIC CABLE
COX
LIGHT POLE
J-BOX
S
S
E
IR
G
T
OHE
ZAYO FO
NOTE:
1.
ALL EXISTING UTILITIES, LIGHT POLES,
J-BOX & SIGNS ARE TO BE PROTECTED
IN PLANS AND CONTRACTOR TO
VERIFY LOCATION WITH BLUE STAKE.
2.
LIGHTS BURIED DIRECTLY IN THE
BASINS WILL BE REPLACED WITH NEW
FOUNDATION AND LIGHT POLE WITH
LED LIGHT IN THE FUTURE BY OTHERS.
COX
FO
ALLEY
ROW
ROW
EXISTING
STREET
SIGN
EXISTING
UTILITY BOX
EXISTING
UTILITY BOX
EXISTING SRP
MANHOLE
4' SRP
CLEARANCE
ZONE
4' SRP
CLEARANCE
ZONE
4' SRP
CLEARANCE
ZONE
4' SRP
CLEARANCE
ZONE
4' SRP
CLEARANCE
ZONE
4' SRP
CLEARANCE
ZONE
4' SRP
CLEARANCE
ZONE
4' SRP
CLEARANCE
ZONE
4' SRP
CLEARANCE
ZONE
EXISTING CITY FIBER
OPTIC CABLE
EXISTING CITY FIBER
OPTIC CABLE
NOTE:
1.
ALL EXISTING UTILITIES, LIGHT POLES,
J-BOX & SIGNS ARE TO BE PROTECTED
IN PLANS AND CONTRACTOR TO
VERIFY LOCATION WITH BLUE STAKE.
2.
LIGHTS BURIED DIRECTLY IN THE
BASINS WILL BE REPLACED WITH NEW
FOUNDATION AND LIGHT POLE WITH
LED LIGHT IN THE FUTURE BY OTHERS.
3.
CONTRACTOR TO VERIFY, LOCATE
AND PROTECT IN PLACE THE CITY OF
CHANDLER FIBER OPTIC CABLE LINE &
CONDUIT LOCATION.
EXISTING COX LINE
EXISTING
COX LINE
1
05.19.25  ADDENDUM 1
1
1

IR
COM E
CATV
COM E
COM E
COM E
COM E
IR
IR
IR
IR
IR
IR
IR
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
COX
COX
COX
COX
COX
COX
COX
COX
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
33
36
37
38
39
40
36"
36"
36"
34
15g
35
Tree Protection Fencing Legend
Symbol
Item Description
Size
Symbol
Botanical / Common Name
Landscape Legend - Area 107
Trees / Palms
Size
Symbol
Botanical / Common Name
Shrubs
5 Gallon
Size
Symbol
Botanical / Common Name
Groundcovers
5 Gallon
Acacia redolens 'Low Boy'
Trailing Acacia
Size
Symbol
Botanical / Common Name
Accents
Muhlenbergia rigens
Deer Grass
Calliandra californica
Red Fairy Duster
Eremophila glabra
'Mingenew Gold'
Outback Sunrise Emu
5 Gallon
5 Gallon
Simmondsia chinensis
Jojoba
Parkinsonia Florida
Blue Palo Verde
24" Box
5 Gallon
Varies
Existing Palm
Protect In Place
Hesperaloe funifera
Giant Hesperaloe
5 Gallon
5 Gallon
Nolina microcarpa
Bear Grass
5 Gallon
Opuntia engelmannii
Engelmann's Prickly Pear
Agave americana 'Variegata'
Variegated Century Plant
5 Gallon
Senna artemisiodes
Feathery Senna
5 Gallon
Acacia aneura
Mulga
24" Box
Eucalyptus papuana
Ghost Gum Eucalyptus
15 Gal.
24" Box
Pistacia 'Red Push'
Red Push Pistache
24" Box
36" Box
PIP
XX
Varies
Existing Tree
Protect In Place
PIP
XX
Ruellia peninsularis
Desert Ruellia
5 Gallon
5 Gallon
Hesperaloe parviflora 'Yellow'
Yellow Yucca
5 Gallon
5 Gallon
Caesalpinia pulcherrima
Red Bird of Paradise
Buddleja marrubiifolia
Woolly Butterfly Bush
Tree / Palm Protection Fencing
Refer to Dtls. 1-2, Sheet GN-1.04
5 Gallon
Convolvulus cneorum
Bush Morning Glory
5 Gallon
Tecoma x 'Orange Jubilee'
Orange Jubilee
SURFACE MATERIALS
SYMBOL
DESCRIPTION
DECOMPOSED GRANITE
 SEE SHT GN-1.03
RIP RAP
 SEE SHT GN-1.03
0
20'
40'
SCALE: 1"=20'
A107-3.02
SHEET NO.:
DRAWING NO.:
OF
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
DATE:
#
DATE
DESCRIPTION
REVISIONS
CONSULTANT(S):
CLIENT:
P:\241704\J2Cad\Sheets\1704-A107-L3.dwg 5/21/2025 12:09:57 PM
----
SETH
PLACKO
4649 E COTTON GIN LOOP B2
PHOENIX, AZ 85040
602.438.2221
CITY OF CHANDLER
TURF TO XERISCAPE PROGRAM
PHASE I
66
04/22/25
AL, KZ
J2
SP/JV
JV
PROJECT # ST2405.401; CIV24-0141; LJ106660
Call at least two full working days
before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
Arizona Blue Stake, Inc.
-WARNING-
OVERHEAD POWER LINES WITHIN
PROJECT CONSTRUCTION LIMITS
AREA 107 - LANDSCAPE PLANS
SEE PLAN
MATCH LINE SEE SHEET A107-L3.01
50' ROW
ELLIOT ROAD
CENTER LINE
EXISTING
ELECTRICAL BOX
EXISTING
CMU BLOCK
EXISTING 48" SRP
IRRIGATION LINE
EXISTING
ELECTRICAL LINE
EXISTING LIGHT
POLE & J-BOX, TYP.
EXISTING UTILITIES KEY:
SYMBOL/ LINETYPE
DESCRIPTION
WATER
SEWER
ELECTRICAL
OVERHEAD ELECTRICAL
IRRIGATION
GAS
TELECO
FIBER OPTIC CABLE
CITY FIBER OPTIC CABLE
COX
LIGHT POLE
J-BOX
S
S
E
IR
G
T
OHE
ZAYO FO
NOTE:
1.
ALL EXISTING UTILITIES, LIGHT POLES,
J-BOX & SIGNS ARE TO BE PROTECTED
IN PLANS AND CONTRACTOR TO
VERIFY LOCATION WITH BLUE STAKE.
2.
LIGHTS BURIED DIRECTLY IN THE
BASINS WILL BE REPLACED WITH NEW
FOUNDATION AND LIGHT POLE WITH
LED LIGHT IN THE FUTURE BY OTHERS.
COX
FO
LIMIT OF
WORK
ALLEY
EXISTING CURB,
GUTTER AND SIDEWALK
9
ROW
EXISTING
UTILITY BOX
4' SRP
CLEARANCE
ZONE
4' SRP
CLEARANCE
ZONE
EXISTING CITY FIBER
OPTIC CABLE
NOTE:
1.
ALL EXISTING UTILITIES, LIGHT POLES,
J-BOX & SIGNS ARE TO BE PROTECTED
IN PLANS AND CONTRACTOR TO
VERIFY LOCATION WITH BLUE STAKE.
2.
LIGHTS BURIED DIRECTLY IN THE
BASINS WILL BE REPLACED WITH NEW
FOUNDATION AND LIGHT POLE WITH
LED LIGHT IN THE FUTURE BY OTHERS.
3.
CONTRACTOR TO VERIFY, LOCATE
AND PROTECT IN PLACE THE CITY OF
CHANDLER FIBER OPTIC CABLE LINE &
CONDUIT LOCATION.
EXISTING
COX LINE
1
05.19.25  ADDENDUM 1
1

PIP
PIP
PIP
PIP
22
23
24
25
36"
36"
36"
36"
36"
36"
36"
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
S
S
WM
WV
DW
S
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
PIP
PIP
PIP
PIP
22
23
24
25
36"
36"
36"
36"
36"
36"
36"
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
S
S
WM
WV
DW
S
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
M
B
D
D
D
PIP
PIP
PIP
26
27
28
29
30
31
36"
36"
36"
36"
36"
36"
36"
36"
15g
15g
15g
IR
IR
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
E
E
E
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
S
S
IR
W
W
W
W
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
D
D
D
PIP
PIP
PIP
26
27
28
29
30
31
36"
36"
36"
36"
36"
36"
36"
36"
15g
15g
15g
IR
IR
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
E
E
E
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
S
S
IR
W
W
W
W
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
C
E
0
20'
40'
SCALE: 1"=20'
A107-4.01
SHEET NO.:
DRAWING NO.:
OF
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
DATE:
#
DATE
DESCRIPTION
REVISIONS
CONSULTANT(S):
CLIENT:
P:\241704\J2Cad\Sheets\1704-A107-L4.dwg 5/21/2025 12:31:07 PM
----
SETH
PLACKO
4649 E COTTON GIN LOOP B2
PHOENIX, AZ 85040
602.438.2221
CITY OF CHANDLER
TURF TO XERISCAPE PROGRAM
PHASE I
66
04/22/25
AL, KZ
J2
SP/JV
JV
PROJECT # ST2405.401; CIV24-0141; LJ106660
Call at least two full working days
before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
Arizona Blue Stake, Inc.
-WARNING-
OVERHEAD POWER LINES WITHIN
PROJECT CONSTRUCTION LIMITS
MATCH LINE SEE BELOW LEFT
MATCH LINE SEE ABOVE RIGHT
MATCH LINE SEE SHEET A107-L4.02
AREA 107 - IRRIGATION PLANS
SEE PLAN
33' ROW
50' ROW
CENTER LINE
50' ROW
ALLEY
ALLEY
107-2
1"
8.7
TREE
107-1
1"
7.0
SHRUB
107-4
1"
8.0
TREE
107-3
1"
6.6
SHRUB
1"
1"
NEW 12 STATION IRRIGATION
CONTROLLER (107).
4 STATIONS USED.
1.25"
1.25"
1.25"
6"PS
1.25"
1.25"
IRRIGATION LEGEND
NOT
SHOWN
EXISTING REDUCED
PRESSURE BACKFLOW
PREVENTION ASSEMBLY
DRIP LATERAL PIPE- SHRUBS
SYMBOL:
DESCRIPTION:
MULTI  EMITTER ASSEMBLY
FLUSH CAP ASSEMBLY
PIPE SLEEVE (PS)
X"PS
MAINLINE PIPE
DRIP REMOTE CONTROL
VALVE ASSEMBLY
C
B
EXISTING WATER METER
DRIP LATERAL PIPE- TREES
EXISTING ELECTRIC METER
IRRIGATION CONTROLLER
ISOLATION BALL VALVE
E
M
DRIP LATERAL PIPE
X"
DRIP LATERAL PIPE- DEEP
ROOT TREES
DEEP ROOT WATERING
ASSEMBLY
CONTROL ZONE FLOW
(GPM)
CONTROLLER/STATION
NUMBER
VALVE SIZE
ZONE TYPE:
VALVE KEY:
SHRUB = SHRUBS IN DG
TREE = TREES IN DG
MASTER VALVE & FLOW
METER ASSEMBLY
LIMIT OF
WORK
10
ELLIOT ROAD
SUMMIT PLACE
CENTER LINE
CENTER
LINE
FIRE
HYDRANT
EXISTING BOLLARD &
ELECTRICAL UTILITY BOX
EXISTING
ELECTRICAL UTILITY
EXISTING CMU BLOCK
EXISTING DRY WELL
EID: 804000071
EXISTING 48" SRP
IRRIGATION LINE
EXISTING
ELECTRICAL LINE
EXISTING CURB,
GUTTER AND SIDEWALK
ROW
LIMIT OF WORK
ELLIOT ROAD
CENTER LINE
EXISTING FIRE
HYDRANT
ALLEY
EXISTING
CMU BLOCK
EXISTING
ELECTRICAL LINE
EXISTING 48" SRP
IRRIGATION LINE
ROW
EXISTING
STREET
SIGN
EXISTING LIGHT
POLE & J-BOX, TYP
EXISTING
UTILITY BOX
EXISTING
LIGHT POLE
& J-BOX, TYP.
EXISTING CURB,
GUTTER AND SIDEWALK
EXISTING
UTILITY BOX
EXISTING SRP
MANHOLE
EXISTING ELECTRIC METER
EXISTING CITY
FIBER OPTIC CABLE
EXISTING CITY
FIBER OPTIC CABLE
EXISTING UTILITIES KEY:
SYMBOL/ LINETYPE
DESCRIPTION
WATER
SEWER
ELECTRICAL
OVERHEAD ELECTRICAL
IRRIGATION
GAS
TELECO
FIBER OPTIC CABLE
CITY FIBER OPTIC CABLE
COX
LIGHT POLE
J-BOX
S
S
E
IR
G
T
OHE
ZAYO FO
NOTE:
1.
ALL EXISTING UTILITIES, LIGHT POLES,
J-BOX & SIGNS ARE TO BE PROTECTED
IN PLANS AND CONTRACTOR TO
VERIFY LOCATION WITH BLUE STAKE.
2.
LIGHTS BURIED DIRECTLY IN THE
BASINS WILL BE REPLACED WITH NEW
FOUNDATION AND LIGHT POLE WITH
LED LIGHT IN THE FUTURE BY OTHERS.
COX
FO
NOTE:
1.
ALL EXISTING UTILITIES, LIGHT POLES,
J-BOX & SIGNS ARE TO BE PROTECTED
IN PLANS AND CONTRACTOR TO
VERIFY LOCATION WITH BLUE STAKE.
2.
LIGHTS BURIED DIRECTLY IN THE
BASINS WILL BE REPLACED WITH NEW
FOUNDATION AND LIGHT POLE WITH
LED LIGHT IN THE FUTURE BY OTHERS.
3.
CONTRACTOR TO VERIFY, LOCATE
AND PROTECT IN PLACE THE CITY OF
CHANDLER FIBER OPTIC CABLE LINE &
CONDUIT LOCATION.
1" MASTER VALVE &
FLOW METER
ASSEMBLY
EXISTING COX LINE
EXISTING
COX LINE
1
05.19.25  ADDENDUM 1
1
1
1
1

Size
Qty.
Symbol
Botanical / Common Name
Remarks
Landscape Legend - Area 108
Trees / Palms
Size
Symbol
Botanical / Common Name
Remarks
Shrubs
5 Gallon
Full Past Can
Size
Symbol
Botanical / Common Name
Remarks
Groundcovers
5 Gallon
Full Past Can
Acacia redolens 'Low Boy'
Trailing Acacia
Size
Symbol
Botanical / Common Name
Remarks
Accents
Full Past Can
Muhlenbergia rigens
Deer Grass
15 Gal.: Multi
H 4'-5' | W 2'-3'
Calliandra californica
Red Fairy Duster
Full Past Can
Eremophila glabra
'Mingenew Gold'
Outback Sunrise Emu
5 Gallon
5 Gallon
Full Past Can
Simmondsia chinensis
Jojoba
5 Gallon
24": Standard
H 7'-8' | W 2.5'-3.5'
Cal. 1.25"-1.5"
Acacia salicina
Willow Acacia
Chilopsis linearis spp
Desert Willow
Full Past Can
Hesperaloe funifera
Giant Hesperaloe
5 Gallon
5 Gallon
Full Past Can
Nolina microcarpa
Bear Grass
5 Gallon
Full Past Can
Convolvulus cneorum
Bush Morning Glory
Full Past Can
Agave americana 'Variegata'
Variegated Century Plant
5 Gallon
5 Gallon
Full Past Can
Tecoma x 'Orange Jubilee'
Orange Jubilee
Quercus Virginiana 'Heritage'
Southern Live Oak
24" Box
Olea europaea 'Wilsonii'
Wilson's Fruitless Olive
36" Box
PIP
XX
Varies
Existing Tree
Protect In Place
Qty.
Qty.
Qty.
36": Multi
H 8'-10' | W 5'-7'
24": Standard
H 7'-9' | W 3'-4'
Cal. 1.0"-1.5"
Varies
12
14
36
19
52
90
59
34
98
31
50
154
84
5 Gallon
Full Past Can
Oenothera berlandieri
Mexican Evening Primrose
73
5 Gallon
Full Past Can
18
Full Past Can
Hesperaloe parviflora 'Yellow'
Yellow Yucca
5 Gallon
61
5 Gallon
Full Past Can
Caesalpinia pulcherrima
Red Bird of Paradise
77
24": Multi
H 5'-7' | W 3'-4'
15 Gal.
24" Box
4
23
Senna artemisiodes
Feathery Senna
24" Box
36" Box
28
2
A108-1.01
SHEET NO.:
DRAWING NO.:
OF
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
DATE:
#
DATE
DESCRIPTION
REVISIONS
CONSULTANT(S):
CLIENT:
P:\241704\J2Cad\Sheets\1704-A108-L1.dwg 5/21/2025 12:10:16 PM
----
SETH
PLACKO
4649 E COTTON GIN LOOP B2
PHOENIX, AZ 85040
602.438.2221
CITY OF CHANDLER
TURF TO XERISCAPE PROGRAM
PHASE I
66
04/22/25
AL, KZ
J2
SP/JV
JV
PROJECT # ST2405.401; CIV24-0141; LJ106660
AREA 108 LEGENDS AND QUANTITIES
NTS
A108-1.01
  AREA 108 - LEGENDS & QUANTITY
A108-2.01
  AREA 108 - DEMOLITION AND PLANT INVENTORY PLAN
A108-3.01 
  AREA 108 - LANDSCAPE PLAN
A108-3.02 
  AREA 108 - LANDSCAPE PLAN
A108-4.01
  AREA 108 - IRRIGATION PLAN
A108-4.02
  AREA 108 - IRRIGATION PLAN
AREA 108 SHEET INDEX:
PROTECTION FENCING LEGEND:
SYMBOL
DESCRIPTION
QTY
TREE PROTECTION
FENCING FOR EXISTING
TREES.
REFER TO DETAILS 1-2,
SHEET LD-1.02
2,785 LF
INVENTORY DESIGNATION LEGEND
S 
= Salvageable
NS
= Non-Salvageable
INTENDED DESIGNATION LEGEND
S
= Salvage and Relocate
D
= Destroy, Not Salvageable & Cannot Remain in Place
PIP
= Preserve and Protect In Place
PLANT INVENTORY QUANTITY:
Tree
Salvage and Relocate
0
Destroy and Remove
1
Protect In Place
36
Total
37
PLANT INVENTORY
Plant #
Species
Common Name
Caliper
(in)
Width
(in)
Height
(in)
Inventory
Designation
Action
Designation
Comments
41
Pinus spp.
Pine Variety
24
40
50
NS
PIP
42
Pinus spp.
Pine Variety
30
40
30
NS
PIP
43
Pinus spp.
Pine Variety
16
25
30
NS
PIP
44
Pinus spp.
Pine Variety
14
11
35
NS
PIP
45
Pinus spp.
Pine Variety
11
18
23
NS
PIP
46
Pinus spp.
Pine Variety
12
15
50
NS
PIP
47
Pinus spp.
Pine Variety
10
20
25
NS
PIP
48
Pinus spp.
Pine Variety
30
40
40
NS
PIP
49
Pinus spp.
Pine Variety
10
15
20
NS
D
50
Pinus spp.
Pine Variety
24
40
45
NS
PIP
51
Pinus spp.
Pine Variety
10
15
15
S
PIP
52
Pinus spp.
Pine Variety
20
20
35
NS
PIP
53
Pinus spp.
Pine Variety
20
35
50
NS
PIP
54
Pinus spp.
Pine Variety
30
35
40
NS
PIP
55
Pinus spp.
Pine Variety
25
40
45
NS
PIP
56
Pinus spp.
Pine Variety
25
35
45
NS
PIP
57
Pinus spp.
Pine Variety
25
35
45
NS
PIP
58
Pinus spp.
Pine Variety
35
35
45
NS
PIP
59
Pinus spp.
Pine Variety
30
35
50
NS
PIP
60
Pinus spp.
Pine Variety
20
24
50
NS
PIP
61
Pinus spp.
Pine Variety
24
30
50
NS
PIP
62
Pinus spp.
Pine Variety
27
30
45
NS
PIP
63
Pinus spp.
Pine Variety
30
40
60
NS
PIP
64
Pinus spp.
Pine Variety
26
45
55
NS
PIP
65
Pinus canariensis
Canary Island Pine
24
30
45
NS
PIP
66
Pinus canariensis
Canary Island Pine
28
25
50
NS
PIP
67
Pinus canariensis
Canary Island Pine
22
20
40
NS
PIP
68
 Eucalyptus spp.
Eucalyptus Variety
18
35
60
NS
PIP
69
 Eucalyptus spp.
Eucalyptus Variety
48
60
65
NS
PIP
70
 Searsia lancea
African Sumac
9
20
25
NS
PIP
71
 Searsia lancea
African Sumac
15
22
25
NS
PIP
72
 Searsia lancea
African Sumac
15
18
35
NS
PIP
73
Pinus spp.
Pine Variety
22
30
45
NS
PIP
74
Pinus spp.
Pine Variety
24
20
40
NS
PIP
75
Pinus spp.
Pine Variety
30
55
60
NS
PIP
76
Pinus spp.
Pine Variety
20
20
25
NS
PIP
77
Pinus spp.
Pine Variety
22
30
45
NS
PIP
IRRIGATION LEGEND
NOT
SHOWN
EXISTING REDUCED
PRESSURE BACKFLOW
PREVENTION ASSEMBLY
DRIP LATERAL PIPE- SHRUBS
SYMBOL:
DESCRIPTION:
REMARKS:
DETAIL:
4
3
MULTI  EMITTER ASSEMBLY
FLUSH CAP ASSEMBLY
PIPE SLEEVE (PS)
X"PS
7
SCHEDULE 40 PVC PIPE (WHITE);  INSTALL SLEEVES AT DEEPEST PIPE DEPTH
WITHIN SLEEVE OR 24" MIN. COVER UNDER DRIVING SURFACES;  ANY
SLEEEVES NOTED FOR BORING IS CONSIDERED INCIDENTAL TO SLEEVE COST
3/4" SCHEDULE 40 PVC SOLVENT WELD PIPE WITH SCHEDULE 40 FITTINGS
PROTECT IN PLACE
MAINLINE PIPE
4
SCH 40 PVC PIPE WITH SCH 80 SOLVENT WELD FITTINGS, SIZE PER PLAN
DRIP REMOTE
CONTROL VALVE
ASSEMBLY
1
ID.02
ID.02
ID.01
ID.02
ID.01
QTYS:
515 EA
9 EA
13 EA
5,988 LF
1.5" - 1,149 LF
3"PS= 30 LF
C
BOWSMITH #ML210 1.0 GPH BLUE COLOR AND #ML220 2.0 GPH RED COLOR
MULTI-PORT EMITTERS WITH 1/2" FPT INLET; 1/2" SCH 40 FLEX PIPE RISER;
1/4" VINYL DISTRIBUTION TUBES AT 5'-0" MAX. LENGTH;  IN 6" NDS TAN COLOR
ROUND EMITTER BOX (SEE 'EMITTER NOTE' #4).  SEE 'EMITTER SCHEDULE'
FOR REQ'D FLOW & QTY. PER PLANT
HUNTER DRIP KIT #ICZ-101-LF, 1" GLOBE VALVE, 1"  WYE FILTER (150 MESH
STAINLESS STEEL SCREEN) AND PRESSURE REGULATOR (25 PSI);
1" SPEARS SCH 80 PVC BALL VALVE WITH FULL PORT TRUE UNION;  SCH.
80 PVC NIPPLES & FITTINGS; CHRISTY'S STANDARD YELLOW ID TAG WITH
CONTROLLER LETTER & STATION NUMBER (IE: A-1) PRINTED ONE SIDE;
INSTALL IN CARSON #1220 TAN JUMBO VALVE BOX WITH BOLT DOWN
T-COVER EMBOSSED WITH CONTROLLER LETTER & STATION NUMBER (TO
MATCH ID TAG);
EXISTING WATER METER
PROTECT IN PLACE
DRIP LATERAL PIPE- TREES
3/4" SCHEDULE 40 PVC SOLVENT WELD PIPE WITH SCHEDULE 40 FITTINGS
2,870 LF
N/A
N/A
IRRIGATION CONTROLLER
'108'
1 EA
ISOLATION BALL VALVE
1.5" - 2 EA
SPEARS SCH 80 PVC BALL VALVE WITH FULL PORT TRUE UNION;  INSTALL
IN CARSON #1220 JUMBO TAN VALVE BOX WITH BOLT DOWN T-COVER
EMBOSSED WITH 2" STENCIL LETTERS PER VALVE BOX INSTALLATION
DETAIL.  SIZE TO MATCH PIPE SIZE.
1
ID.01
DEEP ROOT WATERING
ASSEMBLY
1&2
ID.03
HUNTER #RZWS-36-50-CV 36" DEPTH ROOT ZONE WATERING SYSTEM WITH
0.25 GPM BUBBLER AND FACTORY INSTALLED CHECK VALVE;  INCLUDE
OPTIONAL FIELD INSTALLED FILTER FABRIC SLEEVE #RZWS-SLEEVE.
78 EA
DEEP ROOT LATERAL PIPE
3/4" SCHEDULE 40 PVC SOLVENT WELD PIPE WITH SCHEDULE 40 FITTINGS
2,427 LF
B
M
DRIP LATERAL PIPE
1" SCHEDULE 40 PVC SOLVENT WELD PIPE WITH SCHEDULE 40 FITTINGS
36 LF
PROJECT
AREA
WARNER RD
KNOX RD
ARIZONA AVE
ALMA SCHOOL RD
VICINITY MAP
NTS
ELLIOT RD
3/4" API PVC BALL VALVE WITH 3/4" SWIVEL FHT INPUT & 3/4" MHT OUTPUT;
3/4" PVC FLEX PIPE RISER WITH TWO 3/4" SCH 40 PVC MALE ADAPTERS;
INSTALL IN CARSON #910 10" ROUND VALVE BOX WITH BOLT DOWN
T-COVER EMBOSSED WITH 2" STENCIL LETTERS PER VALVE BOX
INSTALLATION DETAIL IN THIS SET. (TWO END CAPS MAX. MAY BE
INSTALLED WITHIN SAME VALVE BOX IF LOCATED IN SAME VICINITY)
12
CONTROL ZONE FLOW (GPM)
CONTROLLER/STATION NUMBER
VALVE SIZE
ZONE TYPE:
SHRUBS = SHRUBS IN DG
TREES = TREES IN DG
DEEP ROOT = SELECTED EXST
     TREES
VALVE KEY:
SURFACE MATERIALS LEGEND
AREA 108
SYMBOL
DESCRIPTION
COLOR
QUANTITY
Decomposed
Granite
Desert Gold or Approved
Equal, 1 1/4" Screened
MIN., 2 1/2" Depth
165,492
SF
Riprap
Desert Gold or Approved
Equal,
3" - 6", 6" Depth
1,094 SF
DEMOLITION KEY NOTES - AREA 108
REMOVE CONCRETE HEADER (1,372 LF.)
REMOVE & DISPOSE TURF (156,979 SQ. FT.)
REMOVE DG (10,818 SQ. FT.)
REMOVE IRRIGATION CONTROLLER (1EA)
1
2
3
7
BASELINE #BL-3200P-R12-CM 12 STATION CONVENTIONALLY WIRED
CONTROLLER WITH 16-GAUGE POWDERCOATED STEEL PEDESTAL MOUNT
ENCLOSURE WITH #BL-CLOUD-LTE-ESIM MODEM, OMNI DIRECTIONAL
ANTENNA KIT #BL-CM-OMNI WITH 50' ANTENNA CABLE #BL-CX-CBL50 AND
IN-LINE SURGE ARRESTOR #BL-CX-LA-X;  INCLUDE BASEMANAGER PLUS 10
YEAR SERVICE #BL-BMW2-PLUS-10Y WITH POST CONSTRUCTION
EQUIPMENT SURVEY BY CONTRACTOR;  GROUND CONTROLLER WITH
POWER SUPPLY GROUND;  CELLULAR SITE SURVEY SHALL DETERMINE
CELL PROVIDER, CELL ANTENNA TYPE, AND CONFIRM ANTENNA LOCATION.
3 & 5
ID.03
MASTER VALVE & FLOW
METER ASSEBLY
1" - 1 EA
6
ID.03
MASTER VALVE:  1.0" HUNTER IVC-101G GLASS-FILLED NYLON VALVE WITH
SCURBBER & FLOW CONTROL (NORMALLY CLOSED);  TWO SCH 80 PVC
UNIONS SIZED TO MATCH;  CHRISTY'S YELLOW MAXI SIZE WIRE ID TAG;
CARSON JUMBO TAN COLOR RECTANGULAR VALVE BOX #1220-12;
CONVENTIONAL WIRES TO  CONTROLLER SHALL BE #14 AWG BLUE
CONTROL, WHITE COMMON, & ONE GRAY SPARE TO MV & FS.
FLOW METER:  CST FSI-T10-001 1.0" PVC TEE-STYLE FLOW METER,
CHRISTY'S YELLOW MAXI SIZE WIRE ID TAG;  IN CARSON TAN COLOR 10"
ROUND VALVE BOX #910-12;  ROUTE WIRES TO CONTROLLER ENTIRELY
WITHIN 1.25" SCH 40 PVC CONDUIT.
1
05.19.25  ADDENDUM 1
1

Size
Qty.
Symbol
Botanical / Common Name
Remarks
Landscape Legend - Area 119
Trees / Palms
Size
Symbol
Botanical / Common Name
Remarks
Shrubs
Chitalpa tashkentensis
Chitalpa
15 Gal.
5 Gallon
Full Past Can
Size
Symbol
Botanical / Common Name
Remarks
Groundcovers
5 Gallon
Full Past Can
Acacia redolens 'Low Boy'
Trailing Acacia
Size
Symbol
Botanical / Common Name
Remarks
Accents
Full Past Can
Muhlenbergia rigens
Deer Grass
15": Multi
H 4'-5' | W 2'-3'
Calliandra californica
Red Fairy Duster
Full Past Can
Eremophila glabra
'Mingenew Gold'
Outback Sunrise Emu
5 Gallon
5 Gallon
Full Past Can
Simmondsia chinensis
Jojoba
Full Past Can
Hesperaloe parviflora 'Perpa'
Brakelights Red Yucca
Parkinsonia Florida
Blue Palo Verde
24" Box
24": Standard
H 6'-7' | W 3'-4'
Cal. 1.0"-1.5"
5 Gallon
5 Gallon
24": Standard
H 7'-8' | W 2.5'-3.5'
Cal. 1.25"-1.5"
Acacia salicina
Willow Acacia
24" Box
Chilopsis linearis spp.
Desert Willow
Full Past Can
Hesperaloe funifera
Giant Hesperaloe
5 Gallon
5 Gallon
Full Past Can
Nolina microcarpa
Bear Grass
5 Gallon
Full Past Can
Convolvulus cneorum
Bush Morning Glory
Full Past Can
Agave americana 'Variegata'
Variegated Century Plant
5 Gallon
Senna artemisiodes
Feathery Senna
5 Gallon
Full Past Can
5 Gallon
Full Past Can
Tecoma x 'Orange Jubilee'
Orange Jubilee
24": Standard
H 6'-7' | W 2'-3'
Cal. 0.75" -1.25"
Acacia aneura
Mulga
24" Box
36" Box
36" Box
PIP
XX
Varies
Existing Tree
Protect In Place
Qty.
Qty.
Qty.
36": Standard
H 9'-11' | W 5'-7'
Cal. 2.0"-2.5"
36": Multi
H 8'-10' | W 5'-7'
24
27
2
23
Varies
34
7
42
87
53
59
134
123
128
99
13
30
87
142
103
5 Gallon
Full Past Can
56
5 Gallon
Full Past Can
Caesalpinia pulcherrima
Red Bird of Paradise
139
24": Multi
H 5'-7' | W 3'-4'
Buddleja marrubiifolia
Woolly Butterfly Bush
24" Box
32
Full Past Can
Hesperaloe parviflora 'Yellow'
Yellow Yucca
5 Gallon
72
Ruellia peninsularis
Desert Ruellia
5 Gallon
Full Past Can
78
A119-1.01
SHEET NO.:
DRAWING NO.:
OF
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
DATE:
#
DATE
DESCRIPTION
REVISIONS
CONSULTANT(S):
CLIENT:
P:\241704\J2Cad\Sheets\1704-A119-L1.dwg 5/21/2025 12:10:56 PM
----
SETH
PLACKO
4649 E COTTON GIN LOOP B2
PHOENIX, AZ 85040
602.438.2221
CITY OF CHANDLER
TURF TO XERISCAPE PROGRAM
PHASE I
66
04/22/25
AL, KZ
J2
SP/JV
JV
PROJECT # ST2405.401; CIV24-0141; LJ106660
AREA 119 - LEGENDS AND QUANTITIES
NTS
A119-1.01
  AREA 119 LEGENDS & QUANTITY
A119-2.01
  AREA 119 DEMOLITION AND PLANT INVENTORY PLAN
A119-3.01 
  AREA 119 LANDSCAPE PLAN
A119-3.02 
  AREA 119 LANDSCAPE PLAN
A119-4.01
  AREA 119 IRRIGATION PLAN
A119-4.02
  AREA 119 IRRIGATION PLAN
LANDSCAPE/IRRIGATION SHEET LIST:
INVENTORY DESIGNATION LEGEND
S 
= Salvageable
NS
= Non-Salvageable
INTENDED DESIGNATION LEGEND
S
= Salvage and Relocate
D
= Destroy, Not Salvageable & Cannot Remain in Place
PIP
= Preserve and Protect In Place
PLANT INVENTORY QUANTITY:
Tree
Salvage and Relocate
0
Destroy and Remove
0
Protect In Place
42
Total
42
PROTECTION FENCING LEGEND:
SYMBOL
DESCRIPTION
QTY
TREE PROTECTION
FENCING FOR EXISTING
TREES.
REFER TO DETAILS 1-2,
SHEET LD-1.02
3,555 LF
PLANT INVENTORY
Plant #
Species
Common Name
Caliper
(in)
Width
(in)
Height
(in)
Inventory
Designation
Action
Designation
Comments
161
Eucalyptus spp.
Eucalyptus Variety
32
45
50
NS
PIP
162
Eucalyptus spp.
Eucalyptus Variety
28
30
45
NS
PIP
163
Eucalyptus spp.
Eucalyptus Variety
32
40
60
NS
PIP
164
Eucalyptus spp.
Eucalyptus Variety
36
42
60
NS
PIP
165
Eucalyptus spp.
Mesquite Variety
(2) 14"
(2) 10"
45
38
NS
PIP
166
Eucalyptus spp.
Eucalyptus Variety
24
40
50
NS
PIP
167
Eucalyptus spp.
Eucalyptus Variety
24
42
48
NS
PIP
168
Eucalyptus spp.
Eucalyptus Variety
22
34
45
NS
PIP
169
Eucalyptus spp.
Eucalyptus Variety
24
40
60
NS
PIP
170
Eucalyptus spp.
Eucalyptus Variety
20
30
50
NS
PIP
171
Eucalyptus spp.
Eucalyptus Variety
14
30
50
NS
PIP
172
Eucalyptus spp.
Eucalyptus Variety
28
40
50
NS
PIP
173
Eucalyptus spp.
Eucalyptus Variety
28
55
50
NS
PIP
174
Brachychiton populneus
Australian Bottle Tree
12
20
25
NS
PIP
175
Brachychiton populneus
Australian Bottle Tree
14
15
25
NS
PIP
176
Prosopis spp.
Mesquite Variety
26
30
30
NS
PIP
177
Eucalyptus spp.
Eucalyptus Variety
24
45
50
NS
PIP
178
Eucalyptus spp.
Eucalyptus Variety
26
45
50
NS
PIP
179
Prosopis spp.
Mesquite Variety
20
35
40
NS
PIP
180
Brachychiton populneus
Australian Bottle Tree
(2) 10
20
25
NS
PIP
181
Brachychiton populneus
Australian Bottle Tree
10
15
20
NS
PIP
182
Brachychiton populneus
Australian Bottle Tree
7
8
10
NS
PIP
183
Eucalyptus spp.
Eucalyptus Variety
20
40
50
NS
PIP
184
Eucalyptus spp.
Eucalyptus Variety
36
50
60
NS
PIP
185
Eucalyptus spp.
Eucalyptus Variety
24
45
55
NS
PIP
186
Eucalyptus spp.
Eucalyptus Variety
16
35
45
NS
PIP
187
Eucalyptus spp.
Eucalyptus Variety
26
45
60
NS
PIP
188
Ulmus parvifolia
Evergreen Elm
12
25
30
NS
PIP
189
Ulmus parvifolia
Evergreen Elm
12
25
40
NS
PIP
190
Ulmus parvifolia
Evergreen Elm
11
28
40
NS
PIP
191
Ulmus parvifolia
Evergreen Elm
10
26
35
NS
PIP
192
Ulmus parvifolia
Evergreen Elm
9
35
25
NS
PIP
193
Ulmus parvifolia
Evergreen Elm
4
15
11
NS
PIP
194
Ulmus parvifolia
Evergreen Elm
12
32
35
NS
PIP
195
Ulmus parvifolia
Evergreen Elm
8
28
30
NS
PIP
196
Eucalyptus spp.
Eucalyptus Variety
36
35
78
NS
PIP
197
Ulmus parvifolia
Evergreen Elm
(2) 6"
25
32
NS
PIP
198
Ulmus parvifolia
Evergreen Elm
10
20
35
NS
PIP
199
Ulmus parvifolia
Evergreen Elm
(2) 8"
26
35
NS
PIP
200
Dalbergia sissoo
Indian Rosewood
16
30
50
NS
PIP
201
Eucalyptus spp.
Eucalyptus Variety
36
50
60
NS
PIP
202
Ulmus parvifolia
Evergreen Elm
16
50
40
NS
PIP
IRRIGATION LEGEND
NOT
SHOWN
EXISTING REDUCED
PRESSURE BACKFLOW
PREVENTION ASSEMBLY
DRIP LATERAL PIPE- SHRUBS
SYMBOL:
DESCRIPTION:
REMARKS:
DETAIL:
4
3
MULTI  EMITTER ASSEMBLY
FLUSH CAP ASSEMBLY
3/4" SCHEDULE 40 PVC SOLVENT WELD PIPE WITH SCHEDULE 40 FITTINGS
PROTECT IN PLACE
MAINLINE PIPE
4
SCH 40 PVC PIPE WITH SCH 80 SOLVENT WELD FITTINGS, SIZE PER PLAN
DRIP REMOTE
CONTROL VALVE
ASSEMBLY
1
ID.02
ID.02
ID.01
ID.02
QTYS:
783 EA
10 EA
28 EA
10,632 LF
1.5"= 2,040 LF
C
BOWSMITH #ML210 1.0 GPH BLUE COLOR AND #ML220 2.0 GPH RED COLOR
MULTI-PORT EMITTERS WITH 1/2" FPT INLET; 1/2" SCH 40 FLEX PIPE RISER;
1/4" VINYL DISTRIBUTION TUBES AT 5'-0" MAX. LENGTH;  IN 6" NDS TAN COLOR
ROUND EMITTER BOX (SEE 'EMITTER NOTE' #4).  SEE 'EMITTER SCHEDULE'
FOR REQ'D FLOW & QTY. PER PLANT
HUNTER DRIP KIT #ICZ-101-LF, 1" GLOBE VALVE, 1"  WYE FILTER (150 MESH
STAINLESS STEEL SCREEN) AND PRESSURE REGULATOR (25 PSI);
1" SPEARS SCH 80 PVC BALL VALVE WITH FULL PORT TRUE UNION;  SCH.
80 PVC NIPPLES & FITTINGS; CHRISTY'S STANDARD YELLOW ID TAG WITH
CONTROLLER LETTER & STATION NUMBER (IE: A-1) PRINTED ONE SIDE;
INSTALL IN CARSON #1220 TAN JUMBO VALVE BOX WITH BOLT DOWN
T-COVER EMBOSSED WITH CONTROLLER LETTER & STATION NUMBER (TO
MATCH ID TAG);
EXISTING WATER METER
PROTECT IN PLACE
DRIP LATERAL PIPE- TREES
3/4" SCHEDULE 40 PVC SOLVENT WELD PIPE WITH SCHEDULE 40 FITTINGS
5,931 LF
N/A
N/A
EXISTING ELECTRIC METER
PROTECT IN PLACE
N/A
IRRIGATION CONTROLLER
'119'
1 EA
ISOLATION BALL VALVE
1.5" - 2 EA
SPEARS SCH 80 PVC BALL VALVE WITH FULL PORT TRUE UNION;  INSTALL
IN CARSON #1220 JUMBO TAN VALVE BOX WITH BOLT DOWN T-COVER
EMBOSSED WITH 2" STENCIL LETTERS PER VALVE BOX INSTALLATION
DETAIL.  SIZE TO MATCH PIPE SIZE.
1
ID.01
DEEP ROOT WATERING
ASSEMBLY
1&2
ID.03
HUNTER #RZWS-36-50-CV 36" DEPTH ROOT ZONE WATERING SYSTEM WITH
0.5 GPM BUBBLER AND FACTORY INSTALLED CHECK VALVE;  INCLUDE
OPTIONAL FIELD INSTALLED FILTER FABRIC SLEEVE #RZWS-SLEEVE.
42 EA
DEEP ROOT LATERAL PIPE
3/4" SCHEDULE 40 PVC SOLVENT WELD PIPE WITH SCHEDULE 40 FITTINGS
2,723 LF
B
E
M
DRIP LATERAL PIPE
1" SCHEDULE 40 PVC SOLVENT WELD PIPE WITH SCHEDULE 40 FITTINGS
57 LF
PROJECT
AREA
WARNER RD
RAY RD
ALMA SCHOOL RD
DOBSON RD
VICINITY MAP
NTS
3/4" API PVC BALL VALVE WITH 3/4" SWIVEL FHT INPUT & 3/4" MHT OUTPUT;
3/4" PVC FLEX PIPE RISER WITH TWO 3/4" SCH 40 PVC MALE ADAPTERS;
INSTALL IN CARSON #910 10" ROUND VALVE BOX WITH BOLT DOWN
T-COVER EMBOSSED WITH 2" STENCIL LETTERS PER VALVE BOX
INSTALLATION DETAIL IN THIS SET. (TWO END CAPS MAX. MAY BE
INSTALLED WITHIN SAME VALVE BOX IF LOCATED IN SAME VICINITY)
18
CONTROL ZONE FLOW (GPM)
CONTROLLER/STATION NUMBER
VALVE SIZE
ZONE TYPE:
SHRUBS = SHRUBS IN DG
TREES = TREES IN DG
DEEP ROOT = SELECTED EXST
     TREES
VALVE KEY:
SURFACE MATERIALS LEGEND
AREA 119
SYMBOL
DESCRIPTION
COLOR
QUANTITY
Decomposed
Granite
Desert Gold or Approved
Equal, 1 1/4" Screened
MIN., 2 1/2" Depth
279,193
SF.
Riprap
Desert Gold or Approved
Equal,
3" - 6", 6" Depth
1,940 SF.
DEMOLITION KEY NOTES - AREA 119
REMOVE CONCRETE HEADER (2,305 LF.)
REMOVE & DISPOSE OF TURF  (265,102 SF.)
REMOVE DG (13,404 SF.)
REMOVE WATER METER, SERVICE LINE AND
CLOSE CORP STOP AT WATER MAIN (2 EA)
REMOVE BACKFLOW PREVENTER (2 EA)
DISCONNECT & REMOVE IRRIGATION
BOOSTER PUMP (1 EA)
REMOVE IRRIGATION CONTROLLER (2 EA)
SAWCUT, REMOVE AND REPLACE EXISTING
ASPHALT PER MAG STD DTL 200-1 "T-TOP",
TRENCH REPAIR BACKFILL WITH 1/2 SACK
CLSM (26 SY)
1
2
3
4
5
6
7
8
BASELINE #BL-3200P-R12-CM 12 STATION CONVENTIONALLY WIRED
CONTROLLER WITH 16-GAUGE POWDERCOATED STEEL PEDESTAL MOUNT
ENCLOSURE WITH #BL-CLOUD-LTE-ESIM MODEM, OMNI DIRECTIONAL
ANTENNA KIT #BL-CM-OMNI WITH 50' ANTENNA CABLE #BL-CX-CBL50 AND
IN-LINE SURGE ARRESTOR #BL-CX-LA-X;  INCLUDE BASEMANAGER PLUS 10
YEAR SERVICE #BL-BMW2-PLUS-10Y WITH POST CONSTRUCTION
EQUIPMENT SURVEY BY CONTRACTOR;  GROUND CONTROLLER WITH
POWER SUPPLY GROUND;  CELLULAR SITE SURVEY SHALL DETERMINE
CELL PROVIDER, CELL ANTENNA TYPE, AND CONFIRM ANTENNA LOCATION.
3 & 5
ID.03
MASTER VALVE & FLOW
METER ASSEBLY
1" - 1 EA
6
ID.03
MASTER VALVE:  1.0" HUNTER IVC-101G GLASS-FILLED NYLON VALVE WITH
SCURBBER & FLOW CONTROL (NORMALLY CLOSED);  TWO SCH 80 PVC
UNIONS SIZED TO MATCH;  CHRISTY'S YELLOW MAXI SIZE WIRE ID TAG;
CARSON JUMBO TAN COLOR RECTANGULAR VALVE BOX #1220-12;
CONVENTIONAL WIRES TO  CONTROLLER SHALL BE #14 AWG BLUE
CONTROL, WHITE COMMON, & ONE GRAY SPARE TO MV & FS.
FLOW METER:  CST FSI-T10-001 1.0" PVC TEE-STYLE FLOW METER,
CHRISTY'S YELLOW MAXI SIZE WIRE ID TAG;  IN CARSON TAN COLOR 10"
ROUND VALVE BOX #910-12;  ROUTE WIRES TO CONTROLLER ENTIRELY
WITHIN 1.25" SCH 40 PVC CONDUIT.
1
05.19.25  ADDENDUM 1
1
1

Size
Qty.
Symbol
Botanical / Common Name
Remarks
Landscape Legend - Area 416B
Trees / Palms
Size
Symbol
Botanical / Common Name
Remarks
Shrubs
Buddleja marrubiifolia
Woolly Butterfly Bush
5 Gallon
Full Past Can
Size
Symbol
Botanical / Common Name
Remarks
Groundcovers
5 Gallon
Full Past Can
Acacia redolens 'Low Boy'
Trailing Acacia
Size
Symbol
Botanical / Common Name
Remarks
Accents
Full Past Can
Muhlenbergia rigens
Deer Grass
Full Past Can
Eremophila glabra
'Mingenew Gold'
Outback Sunrise Emu
5 Gallon
5 Gallon
Full Past Can
Simmondsia chinensis
Jojoba
Full Past Can
Hesperaloe parviflora 'Perpa'
Brakelights Red Yucca
5 Gallon
5 Gallon
24": Standard
H 7'-8' | W 2.5'-3.5'
Cal. 1.25"-1.5"
Acacia salicina
Willow Acacia
Full Past Can
Hesperaloe funifera
Giant Hesperaloe
5 Gallon
5 Gallon
Full Past Can
Nolina microcarpa
Bear Grass
5 Gallon
Full Past Can
Convolvulus cneorum
Bush Morning Glory
Full Past Can
Agave americana 'Variegata'
Variegated Century Plant
5 Gallon
Senna artemisiodes
Feathery Senna
5 Gallon
Full Past Can
5 Gallon
Full Past Can
Tecoma x 'Orange Jubilee'
Orange Jubilee
Quercus Virginiana 'Heritage'
Southern Live Oak
24" Box
Pistacia 'Red Push'
Red Push Pistache
24" Box
36" Box
PIP
XX
Varies
Existing Tree
Protect In Place
Qty.
Qty.
Qty.
24": Standard
H 7'-9' | W 2.5'-3.5'
Cal. 1.0"-1.5"
36": Standard
H 12'-14' | W 6'-8'
Cal. 3"-4"
24": Standard
H 7'-9' | W 3'-4'
Cal. 1.0"-1.5"
Varies
2
28
17
29
5 Gallon
Full Past Can
Caesalpinia pulcherrima
Red Bird of Paradise
Leucophyllum frutescens
Texas Sage
5 Gallon
Full Past Can
24" Box
19
Acacia aneura
Mulga
15 Gal: Standard
H 4'-5' | W 1'-2'
Cal. 0.5"-0.75"
24": Standard
H 6'-7' | W 2'-3'
Cal. 0.75" -1.25"
15 Gal.
24" Box
6
3
8
44
52
33
26
79
61
12
35
34
69
58
35
42
Size
Qty.
Symbol
Botanical / Common Name
Remarks
Landscape Legend - Area 416A
Trees / Palms
Size
Symbol
Botanical / Common Name
Remarks
Shrubs
5 Gallon
Full Past Can
Size
Symbol
Botanical / Common Name
Remarks
Groundcovers
5 Gallon
Full Past Can
Acacia redolens 'Low Boy'
Trailing Acacia
Size
Symbol
Botanical / Common Name
Remarks
Accents
Full Past Can
Muhlenbergia rigens
Deer Grass
15": Multi
H 4'-5' | W 2'-3'
Full Past Can
Eremophila glabra
'Mingenew Gold'
Outback Sunrise Emu
5 Gallon
5 Gallon
Full Past Can
Full Past Can
Hesperaloe parviflora 'Perpa'
Brakelights Red Yucca
5 Gallon
5 Gallon
24": Standard
H 7'-8' | W 2.5'-3.5'
Cal. 1.25"-1.5"
Acacia salicina
Willow Acacia
24" Box
Chilopsis linearis spp
Desert Willow
Full Past Can
Hesperaloe funifera
Giant Hesperaloe
5 Gallon
5 Gallon
Full Past Can
Nolina microcarpa
Bear Grass
5 Gallon
Full Past Can
Convolvulus cneorum
Bush Morning Glory
Full Past Can
Agave americana 'Variegata'
Variegated Century Plant
5 Gallon
Senna artemisiodes
Feathery Senna
5 Gallon
Full Past Can
5 Gallon
Full Past Can
Tecoma x 'Orange Jubilee'
Orange Jubilee
36" Box
Quercus Virginiana 'Heritage'
Southern Live Oak
36" Box
Eucalyptus papuana
Ghost Gum Eucalyptus
15 Gal.
15 Gal: Standard
H 6'-7' | W 2'-3'
Cal. 0.5"-1.0"
Pistacia 'Red Push'
Red Push Pistache
36" Box
PIP
XX
Varies
Existing Tree
Protect In Place
Qty.
Qty.
Qty.
36": Standard
H 9'-11' | W 5'-7'
Cal. 2.0"-2.5"
36": Standard
H 12'-14' | W 6'-8'
Cal. 3"-4"
36": Standard
H 10'-12' | W 5'-7'
Cal. 1.75"-2.5"
2
10
2
Varies
8
5
14
Leucophyllum frutescens
Texas Sage
5 Gallon
Full Past Can
5 Gallon
Full Past Can
Caesalpinia pulcherrima
Red Bird of Paradise
24": Multi
H 5'-7' | W 3'-4'
15 Gal.
24" Box
3
16
3
14
22
32
34
16
6
1
33
15
3
22
14
14
Buddleja marrubiifolia
Woolly Butterfly Bush
Simmondsia chinensis
Jojoba
A416-1.01
SHEET NO.:
DRAWING NO.:
OF
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
DATE:
#
DATE
DESCRIPTION
REVISIONS
CONSULTANT(S):
CLIENT:
P:\241704\J2Cad\Sheets\1704-A416-L1.dwg 5/21/2025 12:11:43 PM
----
SETH
PLACKO
4649 E COTTON GIN LOOP B2
PHOENIX, AZ 85040
602.438.2221
CITY OF CHANDLER
TURF TO XERISCAPE PROGRAM
PHASE I
66
04/22/25
AL, KZ
J2
SP/JV
JV
PROJECT # ST2405.401; CIV24-0141; LJ106660
AREA 416 - LEGENDS AND QUANTITIES
NTS
A416-1.01
  AREA 416 LEGENDS & QUANTITY
A416-1.02
  AREA 416 LEGENDS & QUANTITY
A416A-2.01   AREA 416A DEMOLITION AND PLANT INVENTORY PLAN
A416B-2.01   AREA 416B DEMOLITION AND PLANT INVENTORY PLAN
A416A-3.01   AREA 416A LANDSCAPE PLAN
A416A-3.02   AREA 416A LANDSCAPE PLAN
A416B-3.03   AREA 416B LANDSCAPE PLAN
A416B-3.04   AREA 416B LANDSCAPE PLAN
A416B-3.05   AREA 416B LANDSCAPE PLAN
A416A-4.01   AREA 416A IRRIGATION PLAN
A416A-4.02   AREA 416A IRRIGATION PLAN
A416B-4.03   AREA 416B IRRIGATION PLAN
A416B-4.04   AREA 416B IRRIGATION PLAN
A416B-4.05   AREA 416B IRRIGATION PLAN
LANDSCAPE/IRRIGATION SHEET LIST:
VICINITY MAP
NTS
HWY 202
KYRENE RD
CHANDLER BLVD
416 (A)
PROJECT
AREA
416 (B)
PROJECT
AREA
27
SURFACE MATERIALS LEGEND
AREA 416A
SYMBOL
DESCRIPTION
COLOR
QUANTITY
Decomposed
Granite
Desert Gold or Approved
Equal, 1 1/4" Screened
MIN., 2 1/2" Depth
133,828
SF.
Riprap
Desert Gold or Approved
Equal,
3" - 6", 6" Depth
199 SF.
DEMOLITION KEY NOTES
AREA 416A
REMOVE CONCRETE HEADER (595 LF.)
REMOVE & DISPOSE OF TURF (128,605 SF.)
REMOVE DG (3,474 SF.)
REMOVE IRRIGATION CONTROLLER (1 EA)
1
2
3
7
SURFACE MATERIALS LEGEND
AREA 416B
SYMBOL
DESCRIPTION
COLOR
QUANTITY
Decomposed
Granite
Desert Gold or Approved
Equal, 1 1/4" Screened
MIN., 2 1/2" Depth
147,584
SF.
Riprap
Desert Gold or Approved
Equal,
3" - 6", 6" Depth
306 SF.
Concrete
Header
8" x 6" Concrete Header
373 LF.
Turf Grass Seed
'Rio' F1 Hybrid
Bermuda
14,564 SF.
DEMOLITION KEY NOTES
AREA 416B
REMOVE CONCRETE HEADER (2,768 LF.)
REMOVE & DISPOSE OF TURF (156,080 SF.)
REMOVE DG (14,376 SF.)
DISCONNECT & REMOVE IRRIGATION
BOOSTER PUMP (1EA)
REMOVE IRRIGATION CONTROLLER (1 EA)
1
2
3
6
7
1
05.19.25  ADDENDUM 1
1
1
05.19.25  ADDENDUM 1
1
1
1
1
1
1
1
1
1
1

Size
Qty.
Symbol
Botanical / Common Name
Remarks
Landscape Legend - Area 418A
Trees / Palms
Size
Symbol
Botanical / Common Name
Remarks
Shrubs
Buddleja marrubiifolia
Woolly Butterfly Bush
5 Gallon
Full Past Can
Size
Symbol
Botanical / Common Name
Remarks
Groundcovers
5 Gallon
Full Past Can
Acacia redolens 'Low Boy'
Trailing Acacia
Size
Symbol
Botanical / Common Name
Remarks
Accents
Full Past Can
Muhlenbergia rigens
Deer Grass
15": Multi
H 4'-5' | W 2'-3'
Full Past Can
Eremophila glabra
'Mingenew Gold'
Outback Sunrise Emu
5 Gallon
5 Gallon
Full Past Can
Simmondsia chinensis
Jojoba
Full Past Can
Hesperaloe parviflora 'Perpa'
Brakelights Red Yucca
5 Gallon
5 Gallon
Acacia salicina
Willow Acacia
Chilopsis linearis spp
Desert Willow
Full Past Can
Hesperaloe funifera
Giant Hesperaloe
5 Gallon
5 Gallon
Full Past Can
Nolina microcarpa
Bear Grass
5 Gallon
Full Past Can
Convolvulus cneorum
Bush Morning Glory
Full Past Can
Agave americana 'Variegata'
Variegated Century Plant
5 Gallon
5 Gallon
Full Past Can
Tecoma x 'Orange Jubilee'
Orange Jubilee
24": Standard
H 6'-7' | W 2'-3'
Cal. 0.75" -1.25"
Acacia aneura
Mulga
24" Box
36" Box
Quercus Virginiana 'Heritage'
Southern Live Oak
24" Box
36" Box
Olea europaea 'Wilsonii'
Wilson's Fruitless Olive
36" Box
Pistacia 'Red Push'
Red Push Pistache
24" Box
PIP
XX
Varies
Existing Tree
Protect In Place
Qty.
Qty.
Qty.
36": Standard
H 9'-11' | W 5'-7'
Cal. 2.0"-2.5"
36": Multi
H 8'-10' | W 5'-7'
24": Standard
H 7'-9' | W 2.5'-3.5'
Cal. 1.0"-1.5"
24": Standard
H 7'-9' | W 3'-4'
Cal. 1.0"-1.5"
36": Standard
H 10'-12' | W 5'-7'
Cal. 1.75"-2.5"
37
12
Varies
9
9
32
1
34
11
13
46
151
81
58
125
6
31
133
31
Ruellia peninsularis
Desert Ruellia
5 Gallon
Full Past Can
64
Leucophyllum frutescens
Texas Sage
5 Gallon
Full Past Can
32
Full Past Can
Hesperaloe parviflora 'Yellow'
Yellow Yucca
5 Gallon
21
5 Gallon
Full Past Can
Caesalpinia pulcherrima
Red Bird of Paradise
32
24": Multi
H 5'-7' | W 3'-4'
15 Gal.
24" Box
4
8
Size
Qty.
Symbol
Botanical / Common Name
Remarks
Landscape Legend - Area 418B
Trees / Palms
Size
Symbol
Botanical / Common Name
Remarks
Shrubs
5 Gallon
Full Past Can
Size
Symbol
Botanical / Common Name
Remarks
Groundcovers
5 Gallon
Full Past Can
Acacia redolens 'Low Boy'
Trailing Acacia
Size
Symbol
Botanical / Common Name
Remarks
Accents
Full Past Can
Eremophila glabra
'Mingenew Gold'
Outback Sunrise Emu
5 Gallon
Full Past Can
Hesperaloe parviflora 'Perpa'
Brakelights Red Yucca
5 Gallon
Full Past Can
Hesperaloe funifera
Giant Hesperaloe
5 Gallon
5 Gallon
Full Past Can
Nolina microcarpa
Bear Grass
5 Gallon
Full Past Can
Convolvulus cneorum
Bush Morning Glory
Senna artemisiodes
Feathery Senna
5 Gallon
Full Past Can
5 Gallon
Full Past Can
Tecoma x 'Orange Jubilee'
Orange Jubilee
15G: Standard
H 4'-5'' | W 1'-2'
Cal. 0.50" - 0.75"
Acacia aneura
Mulga
Quercus Virginiana 'Heritage'
Southern Live Oak
Olea europaea 'Wilsonii'
Wilson's Fruitless Olive
24" Box
24": Multi
H 6'-8' | W 3'-5'
36" Box
PIP
XX
Varies
Existing Tree
Protect In Place
Qty.
Qty.
Qty.
36": Multi
H 8'-10' | W 5'-7'
24": Standard
H 7'-9' | W 3'-4'
Cal. 1.0"-1.5"
Varies
3
9
31
16
21
41
103
82
38
45
33
33
Leucophyllum frutescens
Texas Sage
5 Gallon
Full Past Can
71
Full Past Can
Agave desmettiana
Smooth Agave
5 Gallon
74
Full Past Can
Hesperaloe parviflora 'Yellow'
Yellow Yucca
5 Gallon
30
24" Box
45
5 Gallon
Full Past Can
Caesalpinia pulcherrima
Red Bird of Paradise
27
Buddleja marrubiifolia
Woolly Butterfly Bush
24" Box
36" Box
26
3
36": Standard
H 10'-12' | W 5'-7'
Cal. 1.75"-2.5"
15 Gal.
3
24": Standard
H 6'-7' | W 2'-3'
Cal. 0.75" -1.25"
A418-1.01
SHEET NO.:
DRAWING NO.:
OF
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
DATE:
#
DATE
DESCRIPTION
REVISIONS
CONSULTANT(S):
CLIENT:
P:\241704\J2Cad\Sheets\1704-A418-L1.dwg 5/21/2025 12:12:39 PM
----
SETH
PLACKO
4649 E COTTON GIN LOOP B2
PHOENIX, AZ 85040
602.438.2221
CITY OF CHANDLER
TURF TO XERISCAPE PROGRAM
PHASE I
66
04/22/25
AL, KZ
J2
SP/JV
JV
PROJECT # ST2405.401; CIV24-0141; LJ106660
AREA 418 - LEGENDS AND QUANTITIES
NTS
A418-1.01
  AREA 418 LEGENDS & QUANTITY
A418-1.02
  AREA 418 LEGENDS & QUANTITY
A418-2.01
  AREA 418 DEMOLITION AND PLANT INVENTORY PLAN
A418-2.02
  AREA 418 DEMOLITION AND PLANT INVENTORY PLAN
A418-3.01 
  AREA 418 LANDSCAPE PLAN
A418-3.02 
  AREA 418 LANDSCAPE PLAN
A418-3.03 
  AREA 418 LANDSCAPE PLAN
A418-4.01
  AREA 418 IRRIGATION PLAN
A418-4.02
  AREA 418 IRRIGATION PLAN
A418-4.03
  AREA 418 IRRIGATION PLAN
LANDSCAPE/IRRIGATION SHEET LIST:
IRRIGATION LEGEND
NOT
SHOWN
EXISTING REDUCED
PRESSURE BACKFLOW
PREVENTION ASSEMBLY
DRIP LATERAL PIPE- SHRUBS
SYMBOL:
DESCRIPTION:
REMARKS:
DETAIL:
4
3
MULTI  EMITTER ASSEMBLY
FLUSH CAP ASSEMBLY
PIPE SLEEVE (PS)
X"PS
7
SCHEDULE 40 PVC PIPE (WHITE);  INSTALL SLEEVES AT DEEPEST PIPE DEPTH
WITHIN SLEEVE OR 24" MIN. COVER UNDER DRIVING SURFACES;  ANY
SLEEEVES NOTED FOR BORING IS CONSIDERED INCIDENTAL TO SLEEVE COST
3/4" SCHEDULE 40 PVC SOLVENT WELD PIPE WITH SCHEDULE 40 FITTINGS
PROTECT IN PLACE
MAINLINE PIPE
4
SCH 40 PVC PIPE WITH SCH 80 SOLVENT WELD FITTINGS, SIZE PER PLAN
DRIP REMOTE
CONTROL VALVE
ASSEMBLY
1
ID.02
ID.02
ID.01
ID.02
ID.01
418A QTYS:
514 EA
8 EA
12 EA
3,360 LF
1.25"- 1,350 LF
C
BOWSMITH #ML210 1.0 GPH BLUE COLOR AND #ML220 2.0 GPH RED COLOR
MULTI-PORT EMITTERS WITH 1/2" FPT INLET; 1/2" SCH 40 FLEX PIPE RISER;
1/4" VINYL DISTRIBUTION TUBES AT 5'-0" MAX. LENGTH;  IN 6" NDS TAN COLOR
ROUND EMITTER BOX (SEE 'EMITTER NOTE' #4).  SEE 'EMITTER SCHEDULE'
FOR REQ'D FLOW & QTY. PER PLANT
HUNTER DRIP KIT #ICZ-101-LF, 1" GLOBE VALVE, 1"  WYE FILTER (150 MESH
STAINLESS STEEL SCREEN) AND PRESSURE REGULATOR (25 PSI);
1" SPEARS SCH 80 PVC BALL VALVE WITH FULL PORT TRUE UNION;  SCH.
80 PVC NIPPLES & FITTINGS; CHRISTY'S STANDARD YELLOW ID TAG WITH
CONTROLLER LETTER & STATION NUMBER (IE: A-1) PRINTED ONE SIDE;
INSTALL IN CARSON #1220 TAN JUMBO VALVE BOX WITH BOLT DOWN
T-COVER EMBOSSED WITH CONTROLLER LETTER & STATION NUMBER (TO
MATCH ID TAG);
EXISTING WATER METER
PROTECT IN PLACE
DRIP LATERAL PIPE- TREES
3/4" SCHEDULE 40 PVC SOLVENT WELD PIPE WITH SCHEDULE 40 FITTINGS
3,642 LF
N/A
N/A
IRRIGATION CONTROLLERS
'418A' & '418B'
1 EA
ISOLATION BALL VALVE
1.25" - 2 EA
SPEARS SCH 80 PVC BALL VALVE WITH FULL PORT TRUE UNION;  INSTALL
IN CARSON #1220 JUMBO TAN VALVE BOX WITH BOLT DOWN T-COVER
EMBOSSED WITH 2" STENCIL LETTERS PER VALVE BOX INSTALLATION
DETAIL.  SIZE TO MATCH PIPE SIZE.
1
ID.01
DEEP ROOT WATERING
ASSEMBLY
1&2
ID.03
HUNTER #RZWS-36-50-CV 36" DEPTH ROOT ZONE WATERING SYSTEM WITH
0.25 GPM BUBBLER AND FACTORY INSTALLED CHECK VALVE;  INCLUDE
OPTIONAL FIELD INSTALLED FILTER FABRIC SLEEVE #RZWS-SLEEVE.
38 EA
DEEP ROOT LATERAL PIPE
3/4" SCHEDULE 40 PVC SOLVENT WELD PIPE WITH SCHEDULE 40 FITTINGS
1,643 LF
EXISTING ELECTRIC METER
PROTECT IN PLACE
N/A
B
M
E
CHANDLER BLVD
RAY RD
MCCLINTOCK DR
HWY 101
418 (B)
PROJECT
AREA
418 (A)
PROJECT
AREA
VICINITY MAP
NTS
DRIP LATERAL PIPE
1" SCHEDULE 40 PVC SOLVENT WELD PIPE WITH SCHEDULE 40 FITTINGS
108 LF
3/4" API PVC BALL VALVE WITH 3/4" SWIVEL FHT INPUT & 3/4" MHT OUTPUT;
3/4" PVC FLEX PIPE RISER WITH TWO 3/4" SCH 40 PVC MALE ADAPTERS;
INSTALL IN CARSON #910 10" ROUND VALVE BOX WITH BOLT DOWN
T-COVER EMBOSSED WITH 2" STENCIL LETTERS PER VALVE BOX
INSTALLATION DETAIL IN THIS SET. (TWO END CAPS MAX. MAY BE
INSTALLED WITHIN SAME VALVE BOX IF LOCATED IN SAME VICINITY)
41
CONTROL ZONE FLOW (GPM)
CONTROLLER/STATION NUMBER
VALVE SIZE
ZONE TYPE:
SHRUBS = SHRUBS IN DG
TREES = TREES IN DG
DEEP ROOT = SELECTED EXST
     TREES
VALVE KEY:
SURFACE MATERIALS LEGEND
AREA 418A
SYMBOL
DESCRIPTION
COLOR
QUANTITY
Decomposed
Granite
Desert Gold or Approved
Equal, 1 1/4" Screened
MIN., 2 1/2" Depth
167,523
SF.
Riprap
Desert Gold or Approved
Equal,
3" - 6", 6" Depth
311 SF.
DEMOLITION KEY NOTES
AREA 418B
REMOVE & DISPOSE OF TURF (112,270 SF.)
REMOVE IRRIGATION CONTROLLER (1EA)
2
7
SURFACE MATERIALS LEGEND
AREA 418B
SYMBOL
DESCRIPTION
COLOR
QUANTITY
Decomposed
Granite
Desert Gold or Approved
Equal, 1 1/4" Screened
MIN., 2 1/2" Depth
112,855
SF.
Riprap
Desert Gold or Approved
Equal,
3" - 6", 6" Depth
468 SF.
DEMOLITION KEY NOTES
AREA 418A
REMOVE CONCRETE HEADER
(996 LF.)
REMOVE & DISPOSE OF TURF (151,488 SF.)
REMOVE DG (15,407 SF.)
REMOVE IRRIGATION CONTROLLER (1 EA)
1
2
3
7
418B QTYS:
N/A
N/A
N/A
1.25" - 1 EA
7 EA
425 EA
14 EA
56 EA
1.25"- 836 LF
56 LF
3,576 LF
3,009 LF
1,928 LF
3"PS= 15 LF
N/A
BASELINE #BL-3200P-R12-CM 12 STATION CONVENTIONALLY WIRED
CONTROLLER WITH 16-GAUGE POWDERCOATED STEEL PEDESTAL MOUNT
ENCLOSURE WITH #BL-CLOUD-LTE-ESIM MODEM, OMNI DIRECTIONAL
ANTENNA KIT #BL-CM-OMNI WITH 50' ANTENNA CABLE #BL-CX-CBL50 AND
IN-LINE SURGE ARRESTOR #BL-CX-LA-X;  INCLUDE BASEMANAGER PLUS 10
YEAR SERVICE #BL-BMW2-PLUS-10Y WITH POST CONSTRUCTION
EQUIPMENT SURVEY BY CONTRACTOR;  GROUND CONTROLLER WITH
POWER SUPPLY GROUND;  CELLULAR SITE SURVEY SHALL DETERMINE
CELL PROVIDER, CELL ANTENNA TYPE, AND CONFIRM ANTENNA
LOCATION.
1 EA
3 & 5
ID.03
MASTER VALVE & FLOW
METER ASSEBLY
1" - 1 EA
6
ID.03
MASTER VALVE:  1.0" HUNTER IVC-101G GLASS-FILLED NYLON VALVE WITH
FLOW CONTROL (NORMALLY CLOSED);  TWO SCH 80 PVC UNIONS SIZED TO
MATCH;  CHRISTY'S YELLOW MAXI SIZE WIRE ID TAG;  CARSON JUMBO TAN
COLOR RECTANGULAR VALVE BOX #1220-12;   CONVENTIONAL WIRES TO
CONTROLLER SHALL BE #14 AWG BLUE CONTROL, WHITE COMMON, & ONE
GRAY SPARE TO MV & FS.
FLOW METER:  CST FSI-T10-001 1.0" PVC TEE-STYLE FLOW METER,
CHRISTY'S YELLOW MAXI SIZE WIRE ID TAG;  IN CARSON TAN COLOR 10"
ROUND VALVE BOX #910-12;  ROUTE WIRES TO CONTROLLER ENTIRELY
WITHIN 1.25" SCH 40 PVC CONDUIT.
1" - 1 EA
1
05.19.25  ADDENDUM 1
1
1

T
T
T
T
T
T
T
T
T
T
T
E
E
E
E
E
E
E
E
E
E
E
E
E
E
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
G
G
G
G
G
G
G
G
G
G
G
G
G
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
IR
IR
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
WM
WM
WM
WM
WM
WV
WV
WV
WV
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WV
WV
WV
WV
WV
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
COX
COX
COX
COX
COX
COX
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
287
280
281
282
283
284
285
286
289
290
291
292
310
288
T
T
T
T
T
T
IR
IR
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
T
T
T
T
T
T
T
T
T
T
T
T
E
E
E
E
E
E
E
E
E
E
E
E
E
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
G
G
G
G
G
G
G
G
G
G
G
G
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
G
G
G
G
G
G
G
G
G
G
G
G
G
W
W
WV
WV
WM
WM
WM
WM
WM
WV
WM
WV
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WV
W
W
W
W
W
W
W
DW
SD
SD
SD
SD
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
2
293
294
295
296
297
298
299
300
301
302
303
304
305
306
307
309
308
T
T
T
T
T
T
T
T
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
0
40'
80'
SCALE: 1"=40'
A418B-2.02
SHEET NO.:
DRAWING NO.:
OF
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
DATE:
#
DATE
DESCRIPTION
REVISIONS
CONSULTANT(S):
CLIENT:
P:\241704\J2Cad\Sheets\1704-A418-L2.dwg 5/21/2025 12:12:49 PM
----
SETH
PLACKO
4649 E COTTON GIN LOOP B2
PHOENIX, AZ 85040
602.438.2221
CITY OF CHANDLER
TURF TO XERISCAPE PROGRAM
PHASE I
66
04/22/25
AL, KZ
J2
SP/JV
JV
PROJECT # ST2405.401; CIV24-0141; LJ106660
Call at least two full working days
before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
Arizona Blue Stake, Inc.
-WARNING-
OVERHEAD POWER LINES WITHIN
PROJECT CONSTRUCTION LIMITS
MATCH LINE SEE ABOVE RIGHT
MATCH LINE SEE BELOW LEFT
PLANT INVENTORY LEGEND:
SYMBOL
DESCRIPTION
EXISTING TREE
TO BE PROTECTED IN PLACE
EXISTING TREE
TO BE REMOVED
PIP
D
DEMOLITION KEY NOTES - AREA 418B
REMOVE & DISPOSE OF TURF
REMOVE IRRIGATION CONTROLLER
2
7
2
2
2
LOS FELIZ DRIVE
TOLEDO STREET
55' ROW
CHANDLER BOULEVARD
COUNTRY
CLUB WAY
TOLEDO STREET
CHANDLER
BOULEVARD
55' ROW
50' ROW
66' ROW
EXISTING
ELECTRICAL BOX
PROTECT IN PLACE
EXISTING LIGHT
POLE & J-BOX
PROTECT IN PLACE
EXISTING ELECTRICAL
BOX PROTECT IN PLACE
INSTALL ADA PUSH
BUTTONS IN FUTURE
PROJECTS BY OTHERS
EXISTING UTILITY
BOX PROTECT IN
PLACE
EXISTING BOLLARDS
& UTILITY BOX
PROTECT IN PLACE
EXISTING FIRE
HYDRANT
PROTECT IN PLACE
EXISTING
ELECTRICAL
LINE PROTECT
IN PLACE
EXISTING LIGHT
POLE & J-BOX
PROTECT IN PLACE
EXISTING
ELECTRICAL LINE
CENTER
LINE
ROW
EXISTING CONCRETE SCUPPER
EXISTING
ELECTRICAL LINE
PROTECT IN PLACE
EXISTING UTILITY BOX
PROTECT IN PLACE
EXISTING
ELECTRICAL LINE
PROTECT IN PLACE
DEMOLITION PLAN
AREA 418B - INVENTORY AND 
SEE PLAN
44
EXISTING CURB,
GUTTER AND SIDEWALK
PROTECT IN PLACE, TYP
EXISTING CURB, GUTTER
AND SIDEWALK PROTECT
IN PLACE, TYP
EXISTING UTILITIES KEY:
SYMBOL/ LINETYPE
DESCRIPTION
WATER
SEWER
ELECTRICAL
OVERHEAD ELECTRICAL
IRRIGATION
GAS
TELECO
FIBER OPTIC CABLE
CITY FIBER OPTIC CABLE
COX
LIGHT POLE
J-BOX
S
S
E
IR
G
T
OHE
ZAYO FO
NOTE:
1.
ALL EXISTING UTILITIES, LIGHT POLES,
J-BOX & SIGNS ARE TO BE PROTECTED
IN PLANS AND CONTRACTOR TO
VERIFY LOCATION WITH BLUE STAKE.
2.
LIGHTS BURIED DIRECTLY IN THE
BASINS WILL BE REPLACED WITH NEW
FOUNDATION AND LIGHT POLE WITH
LED LIGHT IN THE FUTURE BY OTHERS.
COX
FO
PROTECTION FENCING LEGEND:
SYMBOL
DESCRIPTION
TREE PROTECTION FENCING FOR
EXISTING TREES.
REFER TO DETAILS 1-2, SHEET LD-1.02
EXISTING FIBER
OPTIC CABLE
PROTECT IN PLACE
EXISTING FIBER
OPTIC CABLE
PROTECT IN PLACE
EXISTING BUS STATION
PROTECT IN PLACE
EXISTING PIPE
OUTLETS
PROTECT IN PLACE
EXISTING DRY WELL, PROTECT
IN PLACE. EID: 804000933
EXISTING UTILITY BOX
PROTECT IN PLACE
EXISTING 6"
NITROGEN
PROTECT IN
PLACE, TYP
EXISTING SRP
UTILITY PROTECT
IN PLACE
EXISTING FIBER
OPTIC CABLE
PROTECT IN PLACE
EXISTING 6" NITROGEN
PROTECT IN PLACE
EXISTING DRY WELL, PROTECT
IN PLACE. EID: 804006034
EXISTING
UTILITY BOX
EXISTING UTILITY BOX
PROTECT IN PLACE
4' SRP
CLEARANCE
ZONE
NOTE:
1.
ALL EXISTING UTILITIES, LIGHT POLES,
J-BOX & SIGNS ARE TO BE PROTECTED
IN PLANS AND CONTRACTOR TO
VERIFY LOCATION WITH BLUE STAKE.
2.
LIGHTS BURIED DIRECTLY IN THE
BASINS WILL BE REPLACED WITH NEW
FOUNDATION AND LIGHT POLE WITH
LED LIGHT IN THE FUTURE BY OTHERS.
3.
CONTRACTOR TO VERIFY, LOCATE
AND PROTECT IN PLACE THE CITY OF
CHANDLER FIBER OPTIC CABLE LINE &
CONDUIT LOCATION.
EXISTING CITY FIBER
OPTIC CABLE,
PROTECT IN PLACE
EXISTING CITY FIBER
OPTIC CABLE
PROTECT IN PLACE
NOTE:
CAUTION 6" NITROGEN PIPELINE,
CONTRACTOR IS TO CONTACT AIR PRODUCTS
48 HOURS PRIOR TO WORKING WITHIN 10FT
OF PIPELINE @ 623-693-3153, 480-225-1406, OR
480-899-1177, REFER TO  AIR PRODUCT
CONSTRUCTION NOTE ON SHEET A418-1.02.
EXISTING ELECTRIC
METER- PROTECT IN PLACE
7
EXISTING 54" SRP PIPE,
PROTECT IN PLACE
EXISTING 54" SRP PIPE
PROTECT IN PLACE
1
05.19.25  ADDENDUM 1
1
1

FO
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
246
247
248
251
252
253
254
255
256
257
249
250
36"
36"
36"
36"
36"
36"
36"
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
S
S
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
S
S
S
S
S
S
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
CO
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WV
WV
WV
WV
WV
WV
WV
WV
DW
T
T
T
T
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
PIP
PIP
PIP
PIP
PIP
301
302
303
304
305
15g
15g
E
E
E
E
E
E
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
G
G
G
G
G
G
G
G
G
COX
COX
COX
COX
COX
COX
COX
COX
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
S
S
S
W
W
W
W
W
WV
WV
WM
WM
WV
W
W
W
W
W
W
W
W
W
W
W
W
DW
SD
SD
SD
SD
SD
SD
SD
S
IR
IR
IR
IR
IR
IR
IR
IR
IR
SURFACE MATERIALS
SYMBOL
DESCRIPTION
DECOMPOSED GRANITE
 SEE SHT GN-1.03
RIP RAP
 SEE SHT GN-1.03
Tree Protection Fencing Legend
Symbol
Item Description
Size
Qty.
Symbol
Botanical / Common Name
Landscape Legend - Area 418A
Trees / Palms
Size
Symbol
Botanical / Common Name
Shrubs
Buddleja marrubiifolia
Woolly Butterfly Bush
5 Gallon
Size
Symbol
Botanical / Common Name
Groundcovers
5 Gallon
Acacia redolens 'Low Boy'
Trailing Acacia
Size
Symbol
Botanical / Common Name
Accents
Muhlenbergia rigens
Deer Grass
Eremophila glabra
'Mingenew Gold'
Outback Sunrise Emu
5 Gallon
5 Gallon
Simmondsia chinensis
Jojoba
Hesperaloe parviflora 'Perpa'
Brakelights Red Yucca
5 Gallon
5 Gallon
Acacia salicina
Willow Acacia
Chilopsis linearis spp
Desert Willow
Hesperaloe funifera
Giant Hesperaloe
5 Gallon
5 Gallon
Nolina microcarpa
Bear Grass
5 Gallon
Convolvulus cneorum
Bush Morning Glory
Agave americana 'Variegata'
Variegated Century Plant
5 Gallon
5 Gallon
Tecoma x 'Orange Jubilee'
Orange Jubilee
Acacia aneura
Mulga
24" Box
36" Box
Quercus Virginiana 'Heritage'
Southern Live Oak
24" Box
36" Box
Olea europaea 'Wilsonii'
Wilson's Fruitless Olive
36" Box
Pistacia 'Red Push'
Red Push Pistache
24" Box
PIP
XX
Varies
Existing Tree
Protect In Place
37
12
9
Ruellia peninsularis
Desert Ruellia
5 Gallon
Leucophyllum frutescens
Texas Sage
5 Gallon
Hesperaloe parviflora 'Yellow'
Yellow Yucca
5 Gallon
5 Gallon
Caesalpinia pulcherrima
Red Bird of Paradise
15 Gal.
24" Box
4
8
Tree / Palm Protection Fencing
Refer to Dtls. 1-2, Sheet GN-1.04
Size
Symbol
Botanical / Common Name
Landscape Legend - Area 418B
Trees / Palms
Size
Symbol
Botanical / Common Name
Shrubs
5 Gallon
Senna artemisiodes
Feathery Senna
5 Gallon
5 Gallon
Tecoma x 'Orange Jubilee'
Orange Jubilee
Acacia aneura
Mulga
Quercus Virginiana 'Heritage'
Southern Live Oak
24" Box
Olea europaea 'Wilsonii'
Wilson's Fruitless Olive
24" Box
36" Box
PIP
XX
Varies
Existing Tree
Protect In Place
Leucophyllum frutescens
Texas Sage
5 Gallon
15 Gal.
24" Box
5 Gallon
Caesalpinia pulcherrima
Red Bird of Paradise
36" Box
Buddleja marrubiifolia
Woolly Butterfly Bush
Size
Symbol
Botanical / Common Name
Groundcovers
5 Gallon
Acacia redolens 'Low Boy'
Trailing Acacia
Size
Symbol
Botanical / Common Name
Accents
Eremophila glabra
'Mingenew Gold'
Outback Sunrise Emu
5 Gallon
Hesperaloe parviflora 'Perpa'
Brakelights Red Yucca
5 Gallon
Hesperaloe funifera
Giant Hesperaloe
5 Gallon
5 Gallon
Nolina microcarpa
Bear Grass
5 Gallon
Convolvulus cneorum
Bush Morning Glory
Agave desmettiana
Smooth Agave
5 Gallon
Hesperaloe parviflora 'Yellow'
Yellow Yucca
5 Gallon
0
20'
40'
SCALE: 1"=20'
A418-3.02
SHEET NO.:
DRAWING NO.:
OF
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
DATE:
#
DATE
DESCRIPTION
REVISIONS
CONSULTANT(S):
CLIENT:
P:\241704\J2Cad\Sheets\1704-A418-L3.dwg 5/21/2025 12:13:03 PM
----
SETH
PLACKO
4649 E COTTON GIN LOOP B2
PHOENIX, AZ 85040
602.438.2221
CITY OF CHANDLER
TURF TO XERISCAPE PROGRAM
PHASE I
66
04/22/25
AL, KZ
J2
SP/JV
JV
PROJECT # ST2405.401; CIV24-0141; LJ106660
Call at least two full working days
before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
Arizona Blue Stake, Inc.
-WARNING-
OVERHEAD POWER LINES WITHIN
PROJECT CONSTRUCTION LIMITS
MATCH LINE SEE SHEET A04-L3.03
AREA 418 A & B LANDSCAPE PLANS
SEE PLAN
MATCH LINE SEE BELOW LEFT
MCCLINTOCK DR
TYSON ST
LAVEEN DR
TOLEDO ST
CHANDLER
BLVD
418A
418B
LOS FELIZ DR
CENTER LINE
CENTER LINE
CENTER LINE
CENTER LINE
CENTER LINE
CENTER LINE
25 ROW
30'
ROW
8' PUE
55' ROW
8' PUE
EXISTING UTILITIES KEY:
SYMBOL/ LINETYPE
DESCRIPTION
WATER
SEWER
ELECTRICAL
OVERHEAD ELECTRICAL
IRRIGATION
GAS
TELECO
FIBER OPTIC CABLE
CITY FIBER OPTIC CABLE
COX
LIGHT POLE
J-BOX
S
S
E
IR
G
T
OHE
ZAYO FO
NOTE:
1.
ALL EXISTING UTILITIES, LIGHT POLES,
J-BOX & SIGNS ARE TO BE PROTECTED
IN PLANS AND CONTRACTOR TO
VERIFY LOCATION WITH BLUE STAKE.
2.
LIGHTS BURIED DIRECTLY IN THE
BASINS WILL BE REPLACED WITH NEW
FOUNDATION AND LIGHT POLE WITH
LED LIGHT IN THE FUTURE BY OTHERS.
COX
FO
55' ROW
25' ROW
EXISTING
ELECTRICAL BOX
EXISTING
ELECTRICAL
LINE
SDL
SVT
SDL
EXISTING
POWER
POLE, TYP
EXISTING
WATER LINE
EXISTING
CONCRETE
SCUPPER
SVT
EXISTING LIGHT
POLE & J-BOX, TYP
EXISTING DRY WELL
EID: 804000344
ROW
EXISTING
UTILITY BOX
EXISTING
WATER LINE
EXISTING LIGHT
POLE & J-BOX
EXISTING
ELECTRICAL
LINE
LIMIT OF
WORK
LIMIT OF
WORK
46
EXISTING CURB,
GUTTER AND
SIDEWALK
EXISTING CURB,
GUTTER AND
SIDEWALK
EXISTING FIRE
HYDRANT
EXISTING PIPE
OUTLETS
EXISTING DRY
WELL
EID: 804000933
EXISTING
UTILITY BOX
EXISTING 6"
NITROGEN
INSTALL ADA PUSH
BUTTONS IN
FUTURE PROJECTS
BY OTHERS
ROW
NOTE:
1.
ALL EXISTING UTILITIES, LIGHT POLES,
J-BOX & SIGNS ARE TO BE PROTECTED
IN PLANS AND CONTRACTOR TO
VERIFY LOCATION WITH BLUE STAKE.
2.
LIGHTS BURIED DIRECTLY IN THE
BASINS WILL BE REPLACED WITH NEW
FOUNDATION AND LIGHT POLE WITH
LED LIGHT IN THE FUTURE BY OTHERS.
3.
CONTRACTOR TO VERIFY, LOCATE
AND PROTECT IN PLACE THE CITY OF
CHANDLER FIBER OPTIC CABLE LINE &
CONDUIT LOCATION.
EXISTING CITY FIBER
OPTIC CABLE
EXISTING FIBER
OPTIC CABLE
NOTE:
CAUTION 6" NITROGEN PIPELINE,
CONTRACTOR IS TO CONTACT AIR PRODUCTS
48 HOURS PRIOR TO WORKING WITHIN 10FT
OF PIPELINE @ 623-693-3153, 480-225-1406, OR
480-899-1177, REFER TO  AIR PRODUCT
CONSTRUCTION NOTE ON SHEET A418-1.02.
EXISTING
COX LINE
EXISTING COX LINE
EXISTING 54"
SRP PIPE
4' SRP CLEAR ZONE
1
05.19.25  ADDENDUM 1
1

T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
280
281
282
290
291
292
293
294
295
296
297
298
299
300
306
307
309
310
36"
36"
36"
36"
36"
36"
36"
36"
308
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
S
S
S
S
T
T
T
T
T
T
T
T
T
T
W
W
W
W
W
W
W
W
WV
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
T
T
T
T
T
T
T
T
T
T
T
T
C
IR
IR
IR
IR
IR
IR
C
C
C
C
C
T
W
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
PIP
PIP
PIP
PIP
PIP
PIP
PIP
287
283
284
285
286
289
288
36"
15g
36"
36"
36"
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
IR
IR
IR
S
S
S
S
S
S
S
S
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
G
G
G
WV
W
W
W
WV
WV
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
SURFACE MATERIALS
SYMBOL
DESCRIPTION
DECOMPOSED GRANITE
 SEE SHT GN-1.03
RIP RAP
 SEE SHT GN-1.03
Size
Symbol
Botanical / Common Name
Landscape Legend - Area 418B
Trees / Palms
Size
Symbol
Botanical / Common Name
Shrubs
5 Gallon
Size
Symbol
Botanical / Common Name
Groundcovers
5 Gallon
Acacia redolens 'Low Boy'
Trailing Acacia
Size
Symbol
Botanical / Common Name
Accents
Eremophila glabra
'Mingenew Gold'
Outback Sunrise Emu
5 Gallon
Hesperaloe parviflora 'Perpa'
Brakelights Red Yucca
5 Gallon
Hesperaloe funifera
Giant Hesperaloe
5 Gallon
5 Gallon
Nolina microcarpa
Bear Grass
5 Gallon
Convolvulus cneorum
Bush Morning Glory
Senna artemisiodes
Feathery Senna
5 Gallon
5 Gallon
Tecoma x 'Orange Jubilee'
Orange Jubilee
Acacia aneura
Mulga
Quercus Virginiana 'Heritage'
Southern Live Oak
24" Box
Olea europaea 'Wilsonii'
Wilson's Fruitless Olive
24" Box
36" Box
PIP
XX
Varies
Existing Tree
Protect In Place
Leucophyllum frutescens
Texas Sage
5 Gallon
Agave desmettiana
Smooth Agave
5 Gallon
Hesperaloe parviflora 'Yellow'
Yellow Yucca
5 Gallon
15 Gal.
24" Box
Tree Protection Fencing Legend
Symbol
Item Description
Tree / Palm Protection Fencing
Refer to Dtls. 1-2, Sheet GN-1.04
5 Gallon
Caesalpinia pulcherrima
Red Bird of Paradise
36" Box
Buddleja marrubiifolia
Woolly Butterfly Bush
0
20'
40'
SCALE: 1"=20'
A418-3.03
SHEET NO.:
DRAWING NO.:
OF
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
DATE:
#
DATE
DESCRIPTION
REVISIONS
CONSULTANT(S):
CLIENT:
P:\241704\J2Cad\Sheets\1704-A418-L3.dwg 5/21/2025 12:13:07 PM
----
SETH
PLACKO
4649 E COTTON GIN LOOP B2
PHOENIX, AZ 85040
602.438.2221
CITY OF CHANDLER
TURF TO XERISCAPE PROGRAM
PHASE I
66
04/22/25
AL, KZ
J2
SP/JV
JV
PROJECT # ST2405.401; CIV24-0141; LJ106660
Call at least two full working days
before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
Arizona Blue Stake, Inc.
-WARNING-
OVERHEAD POWER LINES WITHIN
PROJECT CONSTRUCTION LIMITS
MATCH LINE SEE SHEET A04-L3.02
AREA 418 A & B LANDSCAPE PLANS
SEE PLAN
MATCH LINE SEE ABOVE RIGHT
MATCH LINE SEE BELOW LEFT
EXISTING UTILITIES KEY:
SYMBOL/ LINETYPE
DESCRIPTION
WATER
SEWER
ELECTRICAL
OVERHEAD ELECTRICAL
IRRIGATION
GAS
TELECO
FIBER OPTIC CABLE
CITY FIBER OPTIC CABLE
COX
LIGHT POLE
J-BOX
S
S
E
IR
G
T
OHE
ZAYO FO
NOTE:
1.
ALL EXISTING UTILITIES, LIGHT POLES,
J-BOX & SIGNS ARE TO BE PROTECTED
IN PLANS AND CONTRACTOR TO
VERIFY LOCATION WITH BLUE STAKE.
2.
LIGHTS BURIED DIRECTLY IN THE
BASINS WILL BE REPLACED WITH NEW
FOUNDATION AND LIGHT POLE WITH
LED LIGHT IN THE FUTURE BY OTHERS.
COX
FO
TOLEDO ST
CHANDLER BLVD
CENTER LINE
CENTER LINE
55' ROW
25' ROW
EXISTING LIGHT
POLE & J-BOX , TYP
EXISTING
ELECTRICAL BOX
EXISTING BOLLARDS &
UTILITY BOX
TOLEDO ST
CHANDLER BLVD
CENTER LINE
CENTER LINE
55' ROW
25' ROW
EXISTING LIGHT
POLE & JBOX, TYP
EXISTING
ELECTRICAL LINE
COUNTRY CLUB WAY
66' ROW
EXISTING
CONCRETE
SCUPPER
EXISTING FIRE
HYDRANT
SDL
SVT
EXISTING
UTILITY BOX
EXISTING
ELECTRICAL LINE
EXISTING
UTILITY BOX
LIMIT OF
WORK
LIMIT OF
WORK
47
EXISTING CURB,
GUTTER AND SIDEWALK
EXISTING CURB,
GUTTER AND
SIDEWALK
EXISTING CURB,
GUTTER AND SIDEWALK
EXISTING
ELECTRICAL LINE
EXISTING
STOP SIGN
EXISTING
BUS STOP
EXISTING DRY
WELL
EID: 804006034
EXISTING FIBER
OPTIC CABLE
EXISTING 6"
NITROGEN
EXISTING
UTILITY BOX
4' SRP
CLEARANCE
ZONE
NOTE:
1.
ALL EXISTING UTILITIES, LIGHT POLES,
J-BOX & SIGNS ARE TO BE PROTECTED
IN PLANS AND CONTRACTOR TO
VERIFY LOCATION WITH BLUE STAKE.
2.
LIGHTS BURIED DIRECTLY IN THE
BASINS WILL BE REPLACED WITH NEW
FOUNDATION AND LIGHT POLE WITH
LED LIGHT IN THE FUTURE BY OTHERS.
3.
CONTRACTOR TO VERIFY, LOCATE
AND PROTECT IN PLACE THE CITY OF
CHANDLER FIBER OPTIC CABLE LINE &
CONDUIT LOCATION.
EXISTING CITY
FIBER OPTIC CABLE
EXISTING CITY
FIBER OPTIC
CABLE
NOTE:
CAUTION 6" NITROGEN PIPELINE,
CONTRACTOR IS TO CONTACT AIR PRODUCTS
48 HOURS PRIOR TO WORKING WITHIN 10FT
OF PIPELINE @ 623-693-3153, 480-225-1406, OR
480-899-1177, REFER TO  AIR PRODUCT
CONSTRUCTION NOTE ON SHEET A418-1.02.
EXISTING
COX LINE
EXISTING
COX LINE
EXISTING 54"
SRP PIPE
4' SRP CLEAR ZONE
EXISTING 54"
SRP PIPE
4' SRP CLEAR ZONE
1
05.19.25  ADDENDUM 1
1
1

PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
247
248
251
252
253
254
255
256
249
250
36
36"
36"
36"
36"
36"
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
S
S
S
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
S
S
S
S
S
S
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WV
WV
WV
WV
WV
WV
WV
WV
WV
DW
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
247
248
251
252
253
254
255
256
249
250
36
36"
36"
36"
36"
36"
FO
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
S
S
S
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
S
S
S
S
S
S
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WV
WV
WV
WV
WV
WV
WV
WV
WV
DW
PIP
PIP
PIP
PIP
PIP
302
303
304
305
15g
15g
E
E
E
E
E
E
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
G
G
G
G
G
G
G
G
COX
COX
COX
COX
COX
COX
COX
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
W
W
W
W
W
W
W
W
W
W
W
W
S
S
S
S
W
W
W
W
W
WV
WV
WM
WM
WV
W
W
W
W
W
W
W
W
W
W
W
W
W
DW
SD
SD
SD
SD
SD
SD
SD
SD
IR
IR
IR
IR
IR
IR
IR
IR
PIP
PIP
PIP
PIP
PIP
302
303
304
305
15g
15g
T
T
T
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
E
E
E
E
E
E
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
G
G
G
G
G
G
G
G
COX
COX
COX
COX
COX
COX
COX
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
W
W
W
W
W
W
W
W
W
W
W
W
S
S
S
S
W
W
W
W
W
WV
WV
WM
WM
WV
W
W
W
W
W
W
W
W
W
W
W
W
W
DW
SD
SD
SD
SD
SD
SD
SD
SD
IR
IR
IR
IR
IR
IR
IR
IR
B
M
C
E
0
20'
40'
SCALE: 1"=20'
A418-4.02
SHEET NO.:
DRAWING NO.:
OF
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
DATE:
#
DATE
DESCRIPTION
REVISIONS
CONSULTANT(S):
CLIENT:
P:\241704\J2Cad\Sheets\1704-A418-L4.dwg 5/21/2025 12:13:24 PM
----
SETH
PLACKO
4649 E COTTON GIN LOOP B2
PHOENIX, AZ 85040
602.438.2221
CITY OF CHANDLER
TURF TO XERISCAPE PROGRAM
PHASE I
66
04/22/25
AL, KZ
J2
SP/JV
JV
PROJECT # ST2405.401; CIV24-0141; LJ106660
Call at least two full working days
before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
Arizona Blue Stake, Inc.
-WARNING-
OVERHEAD POWER LINES WITHIN
PROJECT CONSTRUCTION LIMITS
MATCH LINE SEE SHEET A04-L4.03
MATCH LINE SEE BELOW LEFT
AREA 418 A & B IRRIGATION PLANS
SEE PLAN
418A-6
1"
6.6
TREE
418A-7
1"
4.9
SHRUB
418A-8
1"
8.0
DEEP ROOT
1"
NEW 12 STATION
IRRIGATION CONTROLLER
(418B). 6 STATIONS USED.
IRRIGATION LEGEND
NOT
SHOWN
EXISTING REDUCED
PRESSURE BACKFLOW
PREVENTION ASSEMBLY
DRIP LATERAL PIPE- SHRUBS
SYMBOL:
DESCRIPTION:
MULTI  EMITTER ASSEMBLY
FLUSH CAP ASSEMBLY
PIPE SLEEVE (PS)
X"PS
MAINLINE PIPE
DRIP REMOTE CONTROL
VALVE ASSEMBLY
C
B
EXISTING WATER METER
DRIP LATERAL PIPE- TREES
EXISTING ELECTRIC METER
IRRIGATION CONTROLLER
ISOLATION BALL VALVE
E
M
DRIP LATERAL PIPE
X"
DRIP LATERAL PIPE- DEEP
ROOT TREES
DEEP ROOT WATERING
ASSEMBLY
CONTROL ZONE FLOW
(GPM)
CONTROLLER/STATION
NUMBER
VALVE SIZE
ZONE TYPE:
VALVE KEY:
SHRUB = SHRUBS IN DG
TREE = TREES IN DG
DEEP ROOT = SELECTED EXST TREES
MASTER VALVE & FLOW
METER ASSEMBLY
1.25"
1.25"
1.25"
25 ROW
30' ROW
8' PUE
55' ROW
8' PUE
49
MCCLINTOCK DR
TYSON ST
LAVEEN DR
TOLEDO ST
CHANDLER
BLVD
418A
LOS FELIZ DR
CENTER LINE
CENTER LINE
CENTER
LINE
EXISTING
ELECTRICAL BOX
EXISTING
POWER
POLE, TYP
EXISTING
WATER LINE
EXISTING
CONCRETE
SCUPPER
EXISTING LIGHT
POLE, TYP
ROW
ROW
EXISTING
ELECTRICAL
LINE
LIMIT OF
WORK
LIMIT OF
WORK
EXISTING CURB,
GUTTER AND
SIDEWALK
CENTER LINE
CENTER LINE
CENTER LINE
EXISTING
ELECTRICAL
LINE
EXISTING DRY WELL
EID: 804000344
EXISTING
UTILITY BOX
EXISTING
WATER LINE
EXISTING LIGHT
POLE & J-BOX
EXISTING CURB,
GUTTER AND
SIDEWALK
EXISTING FIRE
HYDRANT
EXISTING PIPE
OUTLETS
EXISTING DRY
WELL
EID: 804000933
EXISTING
UTILITY BOX
EXISTING 6"
NITROGEN
EXISTING UTILITIES KEY:
SYMBOL/ LINETYPE
DESCRIPTION
WATER
SEWER
ELECTRICAL
OVERHEAD ELECTRICAL
IRRIGATION
GAS
TELECO
FIBER OPTIC CABLE
CITY FIBER OPTIC CABLE
COX
LIGHT POLE
J-BOX
S
S
E
IR
G
T
OHE
ZAYO FO
NOTE:
1.
ALL EXISTING UTILITIES, LIGHT POLES,
J-BOX & SIGNS ARE TO BE PROTECTED
IN PLANS AND CONTRACTOR TO
VERIFY LOCATION WITH BLUE STAKE.
2.
LIGHTS BURIED DIRECTLY IN THE
BASINS WILL BE REPLACED WITH NEW
FOUNDATION AND LIGHT POLE WITH
LED LIGHT IN THE FUTURE BY OTHERS.
COX
FO
1.25"
8 PUE
NOTE:
1.
ALL EXISTING UTILITIES, LIGHT POLES,
J-BOX & SIGNS ARE TO BE PROTECTED
IN PLANS AND CONTRACTOR TO
VERIFY LOCATION WITH BLUE STAKE.
2.
LIGHTS BURIED DIRECTLY IN THE
BASINS WILL BE REPLACED WITH NEW
FOUNDATION AND LIGHT POLE WITH
LED LIGHT IN THE FUTURE BY OTHERS.
3.
CONTRACTOR TO VERIFY, LOCATE
AND PROTECT IN PLACE THE CITY OF
CHANDLER FIBER OPTIC CABLE LINE &
CONDUIT LOCATION.
EXISTING CITY
FIBER OPTIC
CABLE
EXISTING FIBER
OPTIC CABLE
NOTE:
CAUTION 6" NITROGEN PIPELINE,
CONTRACTOR IS TO CONTACT AIR PRODUCTS
48 HOURS PRIOR TO WORKING WITHIN 10FT
OF PIPELINE @ 623-693-3153, 480-225-1406, OR
480-899-1177, REFER TO  AIR PRODUCT
CONSTRUCTION NOTE ON SHEET A418-1.02.
1" MASTER VALVE &
FLOW METER
ASSEMBLY
EXISTING
COX LINE
EXISTING COX LINE
1
05.19.25  ADDENDUM 1
EXISTING 54"
SRP PIPE
1

PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
P
PIP
PIP
280
281
28
290
291
292
293
294
295
296
297
298
299
300
301
306
307
309
310
36"
36"
36"
36"
36"
36"
36"
308
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
W
S
S
S
S
T
T
T
T
T
T
T
T
T
T
W
W
W
W
W
W
W
WV
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
P
PIP
PIP
280
281
28
290
291
292
293
294
295
296
297
298
299
300
301
306
307
309
310
36"
36"
36"
36"
36"
36"
36"
308
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
W
S
S
S
S
T
T
T
T
T
T
T
T
T
T
W
W
W
W
W
W
W
WV
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
287
282
283
284
285
286
289
288
36"
15g
36"
36"
36"
36"
36"
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
IR
IR
IR
S
S
S
S
S
S
S
S
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
G
G
G
G
WV
W
W
W
W
W
WV
WV
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
287
282
283
284
285
286
289
288
36"
15g
36"
36"
36"
36"
36"
T
T
T
T
T
T
T
T
T
T
T
T
T
C
IR
IR
IR
IR
IR
IR
C
C
C
C
C
T
W
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
ZAYO FO
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
IR
IR
IR
S
S
S
S
S
S
S
S
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
G
G
G
G
WV
W
W
W
W
W
WV
WV
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
0
20'
40'
SCALE: 1"=20'
A418-4.03
SHEET NO.:
DRAWING NO.:
OF
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
DATE:
#
DATE
DESCRIPTION
REVISIONS
CONSULTANT(S):
CLIENT:
P:\241704\J2Cad\Sheets\1704-A418-L4.dwg 5/21/2025 12:13:29 PM
----
SETH
PLACKO
4649 E COTTON GIN LOOP B2
PHOENIX, AZ 85040
602.438.2221
CITY OF CHANDLER
TURF TO XERISCAPE PROGRAM
PHASE I
66
04/22/25
AL, KZ
J2
SP/JV
JV
PROJECT # ST2405.401; CIV24-0141; LJ106660
Call at least two full working days
before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
Arizona Blue Stake, Inc.
-WARNING-
OVERHEAD POWER LINES WITHIN
PROJECT CONSTRUCTION LIMITS
MATCH LINE SEE SHEET A04-L4.02
MATCH LINE SEE ABOVE RIGHT
MATCH LINE SEE BELOW LEFT
AREA 418B IRRIGATION PLANS
SEE PLAN
418B-2
1"
7.1
TREE
418B-3
1"
6.6
SHRUB
418B-1
1"
7.2
DEEP ROOT
418B-5
1"
6.0
TREE
418B-6
1"
5.2
SHRUB
418B-7
1"
7.2
DEEP ROOT
1"
1"
IRRIGATION LEGEND
NOT
SHOWN
EXISTING REDUCED
PRESSURE BACKFLOW
PREVENTION ASSEMBLY
DRIP LATERAL PIPE- SHRUBS
SYMBOL:
DESCRIPTION:
MULTI  EMITTER ASSEMBLY
FLUSH CAP ASSEMBLY
PIPE SLEEVE (PS)
X"PS
MAINLINE PIPE
DRIP REMOTE CONTROL
VALVE ASSEMBLY
C
B
EXISTING WATER METER
DRIP LATERAL PIPE- TREES
EXISTING ELECTRIC METER
IRRIGATION CONTROLLER
ISOLATION BALL VALVE
E
M
DRIP LATERAL PIPE
X"
DRIP LATERAL PIPE- DEEP
ROOT TREES
DEEP ROOT WATERING
ASSEMBLY
CONTROL ZONE FLOW
(GPM)
CONTROLLER/STATION
NUMBER
VALVE SIZE
ZONE TYPE:
VALVE KEY:
SHRUB = SHRUBS IN DG
TREE = TREES IN DG
DEEP ROOT = SELECTED EXST TREES
MASTER VALVE & FLOW
METER ASSEMBLY
1.25"
1.25"
1.25"
1.25"
3"PS
CONTRACTOR TO LOCATE EXIST
IRRIGATION SLEEVE AND RUN
NEW DRIP LATERALS THROUGH
EXISTING SLEEVE
TOLEDO ST
25 ROW
55 ROW
50
CHANDLER BLVD
CENTER LINE
CENTER LINE
EXISTING LIGHT
POLE, TYP
EXISTING
ELECTRICAL BOX
EXISTING BOLLARDS &
UTILITY BOX
LIMIT OF
WORK
EXISTING CURB,
GUTTER AND SIDEWALK
EXISTING
ELECTRICAL LINE
TOLEDO ST
CHANDLER BLVD
EXISTING LIGHT
POLE & JBOX, TYP
COUNTRY
CLUB WAY
EXISTING FIRE
HYDRANT
EXISTING
UTILITY BOX
EXISTING CURB,
GUTTER AND
SIDEWALK
66' ROW
55' ROW
CENTER LINE
CENTER LINE
EXISTING
ELECTRICAL LINE
EXISTING
CONCRETE
SCUPPER
EXISTING
ELECTRICAL LINE
EXISTING
UTILITY BOX
LIMIT OF
WORK
EXISTING CURB,
GUTTER AND
SIDEWALK
EXISTING
STOP SIGN
EXISTING
BUS STOP
EXISTING DRY
WELL
EID: 804006034
EXISTING FIBER
OPTIC CABLE
EXISTING 6"
NITROGEN
EXISTING
UTILITY BOX
EXISTING UTILITIES KEY:
SYMBOL/ LINETYPE
DESCRIPTION
WATER
SEWER
ELECTRICAL
OVERHEAD ELECTRICAL
IRRIGATION
GAS
TELECO
FIBER OPTIC CABLE
CITY FIBER OPTIC CABLE
COX
LIGHT POLE
J-BOX
S
S
E
IR
G
T
OHE
ZAYO FO
NOTE:
1.
ALL EXISTING UTILITIES, LIGHT POLES,
J-BOX & SIGNS ARE TO BE PROTECTED
IN PLANS AND CONTRACTOR TO
VERIFY LOCATION WITH BLUE STAKE.
2.
LIGHTS BURIED DIRECTLY IN THE
BASINS WILL BE REPLACED WITH NEW
FOUNDATION AND LIGHT POLE WITH
LED LIGHT IN THE FUTURE BY OTHERS.
COX
FO
4' SRP
CLEARANCE
ZONE
NOTE:
1.
ALL EXISTING UTILITIES, LIGHT POLES,
J-BOX & SIGNS ARE TO BE PROTECTED
IN PLANS AND CONTRACTOR TO
VERIFY LOCATION WITH BLUE STAKE.
2.
LIGHTS BURIED DIRECTLY IN THE
BASINS WILL BE REPLACED WITH NEW
FOUNDATION AND LIGHT POLE WITH
LED LIGHT IN THE FUTURE BY OTHERS.
3.
CONTRACTOR TO VERIFY, LOCATE
AND PROTECT IN PLACE THE CITY OF
CHANDLER FIBER OPTIC CABLE LINE &
CONDUIT LOCATION.
EXISTING CITY
FIBER OPTIC CABLE
EXISTING CITY
FIBER OPTIC
CABLE
NOTE:
CAUTION 6" NITROGEN PIPELINE,
CONTRACTOR IS TO CONTACT AIR PRODUCTS
48 HOURS PRIOR TO WORKING WITHIN 10FT
OF PIPELINE @ 623-693-3153, 480-225-1406, OR
480-899-1177, REFER TO  AIR PRODUCT
CONSTRUCTION NOTE ON SHEET A418-1.02.
1"
1"
418B-4
1"
8.0
DEEP ROOT
EXISTING
COX LINE
EXISTING
COX LINE
1
05.19.25  ADDENDUM 1
EXISTING 54"
SRP PIPE
EXISTING 54"
SRP PIPE
1
1

Size
Qty.
Symbol
Botanical / Common Name
Remarks
Landscape Legend - Area 419
Trees / Palms
Size
Symbol
Botanical / Common Name
Remarks
Shrubs
Buddleja marrubiifolia
Woolly Butterfly Bush
5 Gallon
Full Past Can
Size
Symbol
Botanical / Common Name
Remarks
Groundcovers
5 Gallon
Full Past Can
Acacia redolens 'Low Boy'
Trailing Acacia
Size
Symbol
Botanical / Common Name
Remarks
Accents
Full Past Can
Muhlenbergia rigens
Deer Grass
Full Past Can
Eremophila glabra
'Mingenew Gold'
Outback Sunrise Emu
5 Gallon
5 Gallon
Full Past Can
Simmondsia chinensis
Jojoba
Full Past Can
Hesperaloe parviflora 'Perpa'
Brakelights Red Yucca
5 Gallon
5 Gallon
36": Standard
H 9'-11' | W 5'-7'
Cal. 2.0"-2.5"
Acacia salicina
Willow Acacia
Chilopsis linearis spp
Desert Willow
Full Past Can
Hesperaloe funifera
Giant Hesperaloe
5 Gallon
5 Gallon
Full Past Can
Nolina microcarpa
Bear Grass
5 Gallon
Full Past Can
Convolvulus cneorum
Bush Morning Glory
Full Past Can
Agave americana 'Variegata'
Variegated Century Plant
5 Gallon
Senna artemisiodes
Feathery Senna
5 Gallon
Full Past Can
5 Gallon
Full Past Can
Tecoma x 'Orange Jubilee'
Orange Jubilee
Acacia aneura
Mulga
36" Box
Quercus Virginiana 'Heritage'
Southern Live Oak
24" Box
36" Box
Olea europaea 'Wilsonii'
Wilson's Fruitless Olive
36": Multi
H 8'-10' | W 5'-7'
Pistacia 'Red Push'
Red Push Pistache
24" Box
36" Box
PIP
XX
Varies
Existing Tree
Protect In Place
Qty.
Qty.
Qty.
36": Standard
H 9'-11' | W 5'-7'
Cal. 2.0"-2.5"
24": Standard
H 7'-9' | W 2.5'-3.5'
Cal. 1.0"-1.5"
36": Standard
H 12'-14' | W 6'-8'
Cal. 3"-4"
24": Standard
H 7'-9' | W 3'-4'
Cal. 1.0"-1.5"
36": Standard
H 10'-12' | W 5'-7'
Cal. 1.75"-2.5"
16
Varies
9
8
21
17
101
Ruellia peninsularis
Desert Ruellia
5 Gallon
Full Past Can
Leucophyllum frutescens
Texas Sage
5 Gallon
Full Past Can
Full Past Can
Agave desmettiana
Smooth Agave
5 Gallon
Full Past Can
Hesperaloe parviflora 'Yellow'
Yellow Yucca
5 Gallon
5 Gallon
Full Past Can
Caesalpinia pulcherrima
Red Bird of Paradise
36" Box
31
15 Gal: Standard
H 4'-5' | W 1'-2'
Cal. 0.5"-0.75"
24": Standard
H 6'-7' | W 2'-3'
Cal. 0.75" -1.25"
15 Gal.
24" Box
5
7
15 Gal: Multi
H 4'-5' | W 2'-3'
24": Multi
H 5'-7' | W 3'-4'
15 Gal.
24" Box
9
61
25
17
41
127
65
31
66
221
61
59
43
25
27
56
49
100
95
A419-1.01
SHEET NO.:
DRAWING NO.:
OF
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
DATE:
#
DATE
DESCRIPTION
REVISIONS
CONSULTANT(S):
CLIENT:
P:\241704\J2Cad\Sheets\1704-A419-L1.dwg 5/21/2025 12:27:51 PM
----
SETH
PLACKO
4649 E COTTON GIN LOOP B2
PHOENIX, AZ 85040
602.438.2221
CITY OF CHANDLER
TURF TO XERISCAPE PROGRAM
PHASE I
66
04/22/25
AL, KZ
J2
SP/JV
JV
PROJECT # ST2405.401; CIV24-0141; LJ106660
Call at least two full working days
before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
Arizona Blue Stake, Inc.
-WARNING-
OVERHEAD POWER LINES WITHIN
PROJECT CONSTRUCTION LIMITS
AREA 419 - LEGENDS AND QUANTITIES
NTS
CONTROL ZONE FLOW (GPM)
CONTROLLER/STATION NUMBER
VALVE SIZE
ZONE TYPE:
SHRUBS = SHRUBS IN DG
TREES = TREES IN DG
DEEP ROOT = SELECTED EXST
                         TREES
TURF-FC = FULL CIRCLE ROTORS
TURF-PC = PART CIRCLE ROTORS
TURF-MPR = MPR ROTORS
VALVE KEY:
IRRIGATION LEGEND
NOT
SHOWN
EXISTING REDUCED
PRESSURE BACKFLOW
PREVENTION ASSEMBLY
DRIP LATERAL PIPE- SHRUBS
SYMBOL:
DESCRIPTION:
REMARKS:
DETAIL:
4
3
MULTI  EMITTER ASSEMBLY
FLUSH CAP ASSEMBLY
PIPE SLEEVE (PS)
X"PS
7
SCHEDULE 40 PVC PIPE (WHITE);  INSTALL SLEEVES AT DEEPEST PIPE DEPTH
WITHIN SLEEVE OR 24" MIN. COVER UNDER DRIVING SURFACES;  ANY
SLEEEVES NOTED FOR BORING IS CONSIDERED INCIDENTAL TO SLEEVE COST
3/4" SCHEDULE 40 PVC SOLVENT WELD PIPE WITH SCHEDULE 40 FITTINGS
PROTECT IN PLACE
MAINLINE PIPE
4
SCH 40 PVC PIPE WITH SCH 80 SOLVENT WELD FITTINGS, SIZE PER PLAN
DRIP REMOTE CONTROL
VALVE ASSEMBLY
1
ID.02
ID.02
ID.01
ID.02
ID.01
QTYS:
830 EA
16 EA
42 EA
6,877 LF
1.5" - 1,816 LF
2.0" - 317 LF
2.5" - 528 LF
4"PS= 15 LF
6"PS= 55 LF
C
BOWSMITH #ML210 1.0 GPH BLUE COLOR AND #ML220 2.0 GPH RED COLOR
MULTI-PORT EMITTERS WITH 1/2" FPT INLET; 1/2" SCH 40 FLEX PIPE RISER;
1/4" VINYL DISTRIBUTION TUBES AT 5'-0" MAX. LENGTH;  IN 6" NDS TAN COLOR
ROUND EMITTER BOX (SEE 'EMITTER NOTE' #4).  SEE 'EMITTER SCHEDULE'
FOR REQ'D FLOW & QTY. PER PLANT
HUNTER DRIP KIT #ICZ-101-LF, 1" GLOBE VALVE, 1"  WYE FILTER (150 MESH
STAINLESS STEEL SCREEN) AND PRESSURE REGULATOR (25 PSI);
1" SPEARS SCH 80 PVC BALL VALVE WITH FULL PORT TRUE UNION;  SCH.
80 PVC NIPPLES & FITTINGS; CHRISTY'S STANDARD YELLOW ID TAG WITH
CONTROLLER LETTER & STATION NUMBER (IE: A-1) PRINTED ONE SIDE;
INSTALL IN CARSON #1220 TAN JUMBO VALVE BOX WITH BOLT DOWN
T-COVER EMBOSSED WITH CONTROLLER LETTER & STATION NUMBER (TO
MATCH ID TAG);
EXISTING WATER METER
PROTECT IN PLACE
DRIP LATERAL PIPE- TREES
3/4" SCHEDULE 40 PVC SOLVENT WELD PIPE WITH SCHEDULE 40 FITTINGS
7,660 LF
N/A
N/A
ISOLATION BALL VALVE
1.5" - 4 EA
2.0" - 2 EA
SPEARS SCH 80 PVC BALL VALVE WITH FULL PORT TRUE UNION;  INSTALL
IN CARSON #1220 JUMBO TAN VALVE BOX WITH BOLT DOWN T-COVER
EMBOSSED WITH 2" STENCIL LETTERS PER VALVE BOX INSTALLATION
DETAIL.  SIZE TO MATCH PIPE SIZE.
1
ID.01
DEEP ROOT WATERING
ASSEMBLY
1&2
ID.03
HUNTER #RZWS-36-50-CV 36" DEPTH ROOT ZONE WATERING SYSTEM WITH
0.25 GPM BUBBLER AND FACTORY INSTALLED CHECK VALVE;  INCLUDE
OPTIONAL FIELD INSTALLED FILTER FABRIC SLEEVE #RZWS-SLEEVE.
10 EA
DEEP ROOT LATERAL PIPE
3/4" SCHEDULE 40 PVC SOLVENT WELD PIPE WITH SCHEDULE 40 FITTINGS
316 LF
EXISTING ELECTRIC METER
PROTECT IN PLACE
N/A
B
M
E
DRIP LATERAL PIPE
1" SCHEDULE 40 PVC SOLVENT WELD PIPE WITH SCHEDULE 40 FITTINGS
37 LF
VICINITY MAP
NTS
HWY 202
KYRENE RD
CHANDLER BLVD
ALTERNATE 1
PROJECT AREA
RURAL RD
MCCLINTOCK DR
ALTERNATE 2
PROJECT AREA
3/4" API PVC BALL VALVE WITH 3/4" SWIVEL FHT INPUT & 3/4" MHT OUTPUT;
3/4" PVC FLEX PIPE RISER WITH TWO 3/4" SCH 40 PVC MALE ADAPTERS;
INSTALL IN CARSON #910 10" ROUND VALVE BOX WITH BOLT DOWN
T-COVER EMBOSSED WITH 2" STENCIL LETTERS PER VALVE BOX
INSTALLATION DETAIL IN THIS SET. (TWO END CAPS MAX. MAY BE
INSTALLED WITHIN SAME VALVE BOX IF LOCATED IN SAME VICINITY)
51
SURFACE MATERIALS LEGEND
AREA 419
SYMBOL
DESCRIPTION
COLOR
QUANTITY
Decomposed
Granite
Desert Gold or Approved
Equal, 1 1/4" Screened
MIN., 2 1/2" Depth
311,361
SF.
Riprap
Desert Gold or Approved
Equal,
3" - 6", 6" Depth
2,048 SF.
Concrete
Header
8" x 6" Concrete Header
2,059 LF.
Turf Grass Seed
'Rio' F1 Hybrid
Bermuda
57,345 SF.
DEMOLITION KEY NOTES
AREA 419
REMOVE CONCRETE HEADER (1,987 LF)
REMOVE & DISPOSE OF TURF (339,357 SF.)
REMOVE DG (33,847 SF.)
REMOVE IRRIGATION CONTROLLER (2 EA)
1
2
3
7
HUNTER ICVXXXG GLASS FILLED NYLON GLOBE STYLE BODY VALVE (SIZE
PER PLANS) & EPDM DIAPHRAGM WITH 1" SPEARS SCH 80 PVC BALL
VALVE WITH FULL PORT TRUE UNION;  SCH. 80 PVC NIPPLES & FITTINGS;
CHRISTY'S STANDARD YELLOW ID TAG WITH CONTROLLER LETTER &
STATION NUMBER (IE: A-1) PRINTED ONE SIDE;  INSTALL IN CARSON #1220
TAN JUMBO VALVE BOX WITH BOLT DOWN T-COVER EMBOSSED WITH
CONTROLLER LETTER & STATION NUMBER (TO MATCH ID TAG);
TURF REMOTE CONTROL
VALVE ASSEMBLY
TURF ROTORS
#
= NOZZLE NUMBER
HUNTER I-20 #I-20-06-SS-PRB ROTOR BODY WITH 6" STAINLESS STEEL
POP-UP RISER, 3/4" INLET, DRAIN CHECK VALVE, 45 PSI PRESSURE
REGULATING BODY, AND STANDARD COLOR CODED NOZZLES; INSTALL ON
HUNTER #HSJ-0 PRE-FABRICATED SWING JOINTS WITH 12" LAY LENGTH
(SWING JOINTS TO BE THE SAME SIZE AS SPRINKLER HEAD INLET); SEE
'SPRINKLER LEGEND' FOR ADDITIONAL NOZZLE SPECIFICATIONS
2.5
25F
TURF LATERAL PIPE
#
#
SCHEDULE 40 PVC SOLVENT WELD PIPE WITH SCHEDULE 80 FITTINGS (SIZE
PER PLAN)
.75" - 598 LF
1.0" - 984 LF
1.25" - 1,147 LF
1.5" - 212 LF
2" - 271 LF
2.5" - 12 LF
#
#
=
PART CIRCLE
=
FULL CIRCLE
SYMBOL
MODEL
ARC
PATTERN
DESIGN
PRESSURE
RADIUS
FLOW
GPM
PRECIP RATE
(IN / HR)
SMALL ROTORS:
SYMBOL
MODEL
ARC
PATTERN
DESIGN
PRESSURE
RADIUS
FLOW
GPM
NOZZLE
PRECIP RATE
(IN / HR)
LARGE ROTORS:
SPRINKLER LEGEND
2.5
2.5
45 PSI
35 FT
.39
I-20-06-SS-PRB
I-20-06-SS-PRB
I-20-06-SS-PRB
QUARTER / HALF
CIRCLE
FULL CIRCLE
45 PSI
45 PSI
2.5
5.0
35 FT
42 FT
.195
.55
5.0
45 PSI
42 FT
.275
I-20-06-SS-PRB
3.82
45 PSI
25 FT
0.59
360° CIRCLE
90° CIRCLE
30 FT
1.40
2.96
30 FT
180° CIRCLE
360° CIRCLE
30 FT
5.78
2.5
5.0
5.0
QUARTER / HALF
CIRCLE
FULL CIRCLE
45 PSI
0.60
45 PSI
0.63
45 PSI
0.62
5.0
2.5
5.0
2.5
I-20-06-SS-PRB
I-20-06-SS-PRB
I-20-06-SS-PRB
I-20-06-SS-PRB
NOZZLE
MPR-25
35H
30F
35F
25F
35Q
30Q
30H
I-20-06-SS-PRB
I-20-06-SS-PRB
I-20-06-SS-PRB
MPR-30
MPR-30
MPR-30
MPR-35
MPR-35
MPR-35
90° CIRCLE
180° CIRCLE
360° CIRCLE
45 PSI
45 PSI
45 PSI
35 FT
35 FT
35 FT
1.92
3.81
7.58
0.60
0.60
0.60
1.5" - 5 EA
2.0" - 2 EA
83 EA
2
ID.02
6
ID.01
IRRIGATION CONTROLLERS
'419A' - 24 STATIONS
'419B' - 12 STATIONS
419B - 1 EA
12 STATION
BASELINE #BL-3200P-R12/ R24-CM 12 OR 24 STATION CONVENTIONALLY
WIRED CONTROLLER WITH 16-GAUGE POWDERCOATED STEEL PEDESTAL
MOUNT ENCLOSURE WITH #BL-CLOUD-LTE-ESIM MODEM, OMNI
DIRECTIONAL ANTENNA KIT #BL-CM-OMNI WITH 50' ANTENNA CABLE
#BL-CX-CBL50 AND IN-LINE SURGE ARRESTOR #BL-CX-LA-X;  INCLUDE
BASEMANAGER PLUS 10 YEAR SERVICE #BL-BMW2-PLUS-10Y WITH POST
CONSTRUCTION EQUIPMENT SURVEY BY CONTRACTOR;  GROUND
CONTROLLER WITH POWER SUPPLY GROUND;  CELLULAR SITE SURVEY
SHALL DETERMINE CELL PROVIDER, CELL ANTENNA TYPE, AND CONFIRM
ANTENNA LOCATION.
419A - 1 EA
24 STATION
3 & 5
ID.03
MASTER VALVE & FLOW
METER ASSEBLY
419A-
2" - 1 EA
6
ID.03
MASTER VALVE:  1.0" HUNTER IVC-101G GLASS-FILLED NYLON VALVE WITH
SCURBBER & FLOW CONTROL (NORMALLY CLOSED);  TWO SCH 80 PVC
UNIONS SIZED TO MATCH;  CHRISTY'S YELLOW MAXI SIZE WIRE ID TAG;
CARSON JUMBO TAN COLOR RECTANGULAR VALVE BOX #1220-12;
CONVENTIONAL WIRES TO  CONTROLLER SHALL BE #14 AWG BLUE
CONTROL, WHITE COMMON, & ONE GRAY SPARE TO MV & FS.
FLOW METER:  CST FSI-T10-001 1.0" PVC TEE-STYLE FLOW METER,
CHRISTY'S YELLOW MAXI SIZE WIRE ID TAG;  IN CARSON TAN COLOR 10"
ROUND VALVE BOX #910-12;  ROUTE WIRES TO CONTROLLER ENTIRELY
WITHIN 1.25" SCH 40 PVC CONDUIT.
419B-
1" - 1 EA
1
1
05.19.25  ADDENDUM 1
1
1

T
T
T
T
T
T
T
T
T
T
T
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
COX
COX
E
E
E
E
E
E
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
E
E
E
E
E
E
E
E
E
E
E
E
E
E
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
S
S
S
S
S
S
S
S
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
WV
WV
WM
WV
WV
WM
WM
WV
WV
WV
W
FO
FO
FO
FO
FO
FO
FO
FO
WV
WV
WM
WV
DW
DW
DW
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
COX
G
G
IR
IR
IR
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
372
373
374
375
377
378
379
380
381
383
384
385
386
398
390
392
395
397
400
401
404
407
409
411
376
387
388
391
393
394
405
403
402
382
396
398
399
406
408
410
E
E
E
E
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
E
E
E
E
E
E
E
E
E
COX
COX
COX
COX
COX
COX
COX
COX
COX
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
COX
COX
COX
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
WM
WM
WM
WM
WM
WV
WV
WM
WM
WM
WM
WV
W
W
W
W
W
W
W
W
COX
COX
COX
WV
WV
WM
WV
WM
WV
W
W
W
W
W
W
W
W
W
WM
WV
WV
W
WM
WV
W
W
W
WV
WV
WV
WV
DW
DW
DW
WM
WM
IR
G
G
G
G
G
G
G
G
G
G
G
G
IR
IR
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
311
328
329
330
331
333
334
335
336
337
338
339
340
341
342
345
346
347
348
349
350
351
352
354
355
369
370
371
367
358
360
365
356
357
362
364
344
332
353
343
359
361
363
366
368
G
G
G
G
G
G
G
G
G
G
IR
IR
IR
W
IR
IR
IR
IR
IR
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
G
G
IR
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
312
313
15
316
317
318
320
322
323
324
325
326
327
319
321
314
0
40'
80'
SCALE: 1"=40'
A419-2.01
SHEET NO.:
DRAWING NO.:
OF
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
DATE:
#
DATE
DESCRIPTION
REVISIONS
CONSULTANT(S):
CLIENT:
P:\241704\J2Cad\Sheets\1704-A419-L2.dwg 5/21/2025 12:13:46 PM
----
SETH
PLACKO
4649 E COTTON GIN LOOP B2
PHOENIX, AZ 85040
602.438.2221
CITY OF CHANDLER
TURF TO XERISCAPE PROGRAM
PHASE I
66
04/22/25
AL, KZ
J2
SP/JV
JV
PROJECT # ST2405.401; CIV24-0141; LJ106660
Call at least two full working days
before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
Arizona Blue Stake, Inc.
-WARNING-
OVERHEAD POWER LINES WITHIN
PROJECT CONSTRUCTION LIMITS
MATCH LINE SEE ABOVE RIGHT
MATCH LINE SEE BELOW LEFT
MATCH LINE SEE ABOVE RIGHT
MATCH LINE SEE BELOW LEFT
PLANT INVENTORY LEGEND:
SYMBOL
DESCRIPTION
EXISTING TREE
TO BE PROTECTED IN PLACE
EXISTING TREE
TO BE REMOVED
PIP
D
DEMOLITION KEY NOTES
REMOVE CONCRETE HEADER
REMOVE & DISPOSE OF TURF
REMOVE DG
REMOVE IRRIGATION CONTROLLER
1
2
3
7
TWELVE OAKS BLVD.
DEL PUEBLO ST.
PRIVATE DRIVE
DEL PUEBLO ST.
TANGERINE DR.
CHICAGO ST
BOSTON ST
BUTLER DR
33' ROW
25'
ROW
25' ROW
25' ROW
50' ROW
25' ROW
25' ROW
EXISTING 30" SRP
IRRIGATION LINE
PROTECT IN PLACE
8' PUE
EXISTING SEWER LINE
PROTECT IN PLACE
12' TELCO
ESMT
16' SEWER
ESMT
10' GAS
ESMT
EXISTING HIGH
PRESSURE GAS LINE
PROTECT IN PLACE
EXISTING HIGH PRESSURE GAS VALVE
& BOLLARDS PROTECT IN PLACE
EXISTING TELECO LINE
PROTECT IN PLACE
EXISTING LIGHT
POLE PROTECT
IN PLACE
EXISTING
ELECTRICAL BOX
PROTECT IN PLACE
EXISTING
DRAINAGE
STRUCTURE
PROTECT IN
PLACE
EXISTING HIGH
PRESSURE GAS LINE
PROTECT IN PLACE
12' TELCO
ESMT
16' SEWER
ESMT
10' GAS
ESMT
EXISTING CONCRETE
SCUPPER PROTECT
IN PLACE, TYP
EXISTING DRY WELL
PROTECT IN PLACE.
EID: 804000951
EXISTING WATER METER &
BACKFLOW PREVETNER-
PROTECT IN PLACE
EXISTING
GAS LINE
PROTECT
IN PLACE
EXISTING SEWER
LINE PROTECT IN
PLACE
12' TELCO
ESMT
16' SEWER
ESMT
10' GAS
ESMT
EXISTING 30" SRP
IRRIGATION LINE
PROTECT IN PLACE
EXISTING LIGHT
POLE & J-BOX
PROTECT IN PLACE
EXISTING
CONCRETE
SCUPPER
PROTECT
IN PLACE
CENTER LINE
ROW
CENTER
LINE
ROW
8' PUE
CENTER LINE
8' PUE
8' PUE
8' PUE
ROW
EXISTING CMU
BLOCK WALL
PROTECT IN PLACE
EXISTING CMU
BLOCK WALL
PROTECT IN PLACE
CENTER
LINE
8' PUE
EXISTING 30"
SRP IRRIGATION
LINE PROTECT
IN PLACE
EXISTING
ELECTRICAL
LINE
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
DEMOLITION PLAN
AREA 419 - INVENTORY AND 
SEE PLAN
53
EXISTING CURB, GUTTER
AND SIDEWALK PROTECT
IN PLACE, TYP
EXISTING CURB,
GUTTER AND
SIDEWALK PROTECT
IN PLACE, TYP
EXISTING UTILITIES KEY:
SYMBOL/ LINETYPE
DESCRIPTION
WATER
SEWER
ELECTRICAL
OVERHEAD ELECTRICAL
IRRIGATION
GAS
TELECO
FIBER OPTIC CABLE
CITY FIBER OPTIC CABLE
COX
LIGHT POLE
J-BOX
S
S
E
IR
G
T
OHE
ZAYO FO
NOTE:
1.
ALL EXISTING UTILITIES, LIGHT POLES,
J-BOX & SIGNS ARE TO BE PROTECTED
IN PLANS AND CONTRACTOR TO
VERIFY LOCATION WITH BLUE STAKE.
2.
LIGHTS BURIED DIRECTLY IN THE
BASINS WILL BE REPLACED WITH NEW
FOUNDATION AND LIGHT POLE WITH
LED LIGHT IN THE FUTURE BY OTHERS.
COX
FO
PROTECTION FENCING LEGEND:
SYMBOL
DESCRIPTION
TREE PROTECTION FENCING FOR
EXISTING TREES.
REFER TO DETAILS 1-2, SHEET LD-1.02
EXISTING HIGH
PRESSURE GAS LINE
PROTECT IN PLACE
EXISTING CONCRETE
SCUPPER, PROTECT
IN PLACE, TYP
EXISTING SEWER
LINE PROTECT IN
PLACE
EXISTING
IRRIGATION
UTILITY TO
PROTECT IN
PLACE, TYP
EXISTING CONCRETE SCUPPER,
HEAD WALL PROTECT IN PLACE
2
1
3
1
3
BUTLER DR
2
1
3
1
3
EXISTING
STOP SIGN
PROTECT
IN PLACE
EXISTING
STOP SIGN
PROTECT
IN PLACE
EXISTING STOP SIGN
PROTECT IN PLACE, TYP
EXISTING
ELECTRICAL LINE
PROTECT IN PLACE
EXISTING
CONCRETE HEAD
WALL PROTECT IN
PLACE, TYP
EXISTING
CONCRETE HEAD
WALL PROTECT IN
PLACE, TYP
EXISTING
SETTLING
CHAMBER
PROTECT IN
PLACE
EXISTING WATER METER, BACKFLOW PREVENTER
& ELECTRIC METER PROTECT IN PLACE
EXISTING CONCRETE
SCUPPER PROTECT IN PLACE
EXISTING DRY WELL PROTECT
IN PLACE.  EID: 804011788
EXISTING
CONCRETE DRAIN
WAY PROTECT IN
PLACE, TYP
CONCRETE SCUPPER
PROTECT IN PLACE
DRYWELL PROTECT IN
PLACE. EID: 804001609
EXISTING UTILITY BOX
PROTECT IN PLACE
EXISTING DRY
WELL, PROTECT
IN PLACE
EID: 804001606
EXISTING DRY
WELL PROTECT
IN PLACE.
EID: 804010028;
804001195
EXISTING HIGH
PRESSURE GAS SIGN
NOTE:
1.
ALL EXISTING UTILITIES, LIGHT POLES,
J-BOX & SIGNS ARE TO BE PROTECTED
IN PLANS AND CONTRACTOR TO
VERIFY LOCATION WITH BLUE STAKE.
2.
LIGHTS BURIED DIRECTLY IN THE
BASINS WILL BE REPLACED WITH NEW
FOUNDATION AND LIGHT POLE WITH
LED LIGHT IN THE FUTURE BY OTHERS.
3.
CONTRACTOR TO VERIFY, LOCATE
AND PROTECT IN PLACE THE CITY OF
CHANDLER FIBER OPTIC CABLE LINE &
CONDUIT LOCATION.
EXISTING CITY FIBER OPTIC
CABLE PROTECT IN PLACE
7
EXISTING ELECTRIC METER-
PROTECT IN PLACE
7
EXISTING
COX LINE
EXISTING COX LINE
EXISTING COX LINE
PROTECT IN PLACE
1
05.19.25  ADDENDUM 1
ALTERNATE 1
PROJECT AREA
ALTERNATE 2
PROJECT AREA
1

E
E
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
E
E
E
E
E
E
E
COX
COX
E
E
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
WM
WV
W
W
W
W
W
W
W
W
W
W
W
W
W
W
COX
COX
COX
COX
COX
COX
COX
WV
WM
DW
IR
IR
IR
W
W
G
G
G
G
G
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
338
339
340
341
342
345
346
347
348
351
352
354
355
369
370
371
411
367
358
360
365
356
357
362
364
344
15g
15g
36"
36"
36"
36"
36"
36"
36"
353
343
36"
359
361
363
366
368
Size
Symbol
Botanical / Common Name
Landscape Legend - Area 419
Trees / Palms
Size
Symbol
Botanical / Common Name
Shrubs
Buddleja marrubiifolia
Woolly Butterfly Bush
5 Gallon
Size
Symbol
Botanical / Common Name
Groundcovers
5 Gallon
Acacia redolens 'Low Boy'
Trailing Acacia
Size
Symbol
Botanical / Common Name
Accents
Muhlenbergia rigens
Deer Grass
Eremophila glabra
'Mingenew Gold'
Outback Sunrise Emu
5 Gallon
5 Gallon
Simmondsia chinensis
Jojoba
Hesperaloe parviflora 'Perpa'
Brakelights Red Yucca
5 Gallon
5 Gallon
Acacia salicina
Willow Acacia
Chilopsis linearis spp
Desert Willow
Hesperaloe funifera
Giant Hesperaloe
5 Gallon
5 Gallon
Nolina microcarpa
Bear Grass
5 Gallon
Convolvulus cneorum
Bush Morning Glory
Agave americana 'Variegata'
Variegated Century Plant
5 Gallon
Senna artemisiodes
Feathery Senna
5 Gallon
5 Gallon
Tecoma x 'Orange Jubilee'
Orange Jubilee
Acacia aneura
Mulga
36" Box
Quercus Virginiana 'Heritage'
Southern Live Oak
24" Box
36" Box
Olea europaea 'Wilsonii'
Wilson's Fruitless Olive
36" Box
Pistacia 'Red Push'
Red Push Pistache
24" Box
36" Box
PIP
XX
Varies
Existing Tree
Protect In Place
Ruellia peninsularis
Desert Ruellia
5 Gallon
Leucophyllum frutescens
Texas Sage
5 Gallon
Agave desmettiana
Smooth Agave
5 Gallon
Hesperaloe parviflora 'Yellow'
Yellow Yucca
5 Gallon
5 Gallon
Caesalpinia pulcherrima
Red Bird of Paradise
15 Gal.
24" Box
15 Gal.
24" Box
Tree Protection Fencing Legend
Symbol
Item Description
Tree / Palm Protection Fencing
Refer to Dtls. 1-2, Sheet GN-1.04
SURFACE MATERIALS
SYMBOL
DESCRIPTION
DECOMPOSED GRANITE
 SEE SHT GN-1.03
RIP RAP
 SEE SHT GN-1.03
0
20'
40'
SCALE: 1"=20'
A419-3.03
SHEET NO.:
DRAWING NO.:
OF
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
DATE:
#
DATE
DESCRIPTION
REVISIONS
CONSULTANT(S):
CLIENT:
P:\241704\J2Cad\Sheets\1704-A419-L3.dwg 5/21/2025 12:14:01 PM
----
SETH
PLACKO
4649 E COTTON GIN LOOP B2
PHOENIX, AZ 85040
602.438.2221
CITY OF CHANDLER
TURF TO XERISCAPE PROGRAM
PHASE I
66
04/22/25
AL, KZ
J2
SP/JV
JV
PROJECT # ST2405.401; CIV24-0141; LJ106660
Call at least two full working days
before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
Arizona Blue Stake, Inc.
-WARNING-
OVERHEAD POWER LINES WITHIN
PROJECT CONSTRUCTION LIMITS
MATCH LINE SEE SHEET A06-L3.02
AREA 419 - LANDSCAPE PLANS
SEE PLAN
MATCH LINE SEE SHEET A06-L3.04
DEL PUEBLO ST
BUTLER AVE
TANGERINE DR
25 ROW
25 ROW
CENTER
LINE
CENTER LINE
ROW
ROW
25' ROW
EXISTING
CONCRETE
SCUPPER
EXISTING HIGH
PRESSURE GAS LINE
EXISTING
SEWER LINE
12' TELCO
ESMT
16' SEWER
ESMT
10' GAS
ESMT
EXISTING IRRIGATION &
ELECTRICAL UTILITY BOX
EXISTING
ELECTRICAL LINE
EXISTING LIGHT
POLE & J-BOX, TYP
EXISTING 30" SRP
IRRIGATION LINE
8' PUE
25 ROW
8 PUE
8 PUE
SVT
EXISTING
WATER LINE
8' PUE
25' ROW
EXISTING
HIGH
PRESSURE
GAS LINE
EXISTING
SEWER LINE
12' TELCO
ESMT
16' SEWER
ESMT
10' GAS
ESMT
25' ROW
CENTER LINE
LIMIT OF WORK
56
EXISTING CURB,
GUTTER AND
SIDEWALK
SVT
EXISTING
STOP SIGN
STOP SIGN
EXISTING STOP SIGN
EXISTING CONCRETE
HEAD WALL
EXISTING CONCRETE
HEAD WALL
EXISTING CONCRETE
SCUPPER
EXISTING DRY WELL
EID: 804011788
EXISTING CONCRETE
DRAIN WAY
EXISTING
UTILITY BOX
SVT
EXISTING CURB,
GUTTER AND SIDEWALK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
EXISTING SEWER LINE
EXISTING CONCRETE
SCUPPER
EXISTING UTILITIES KEY:
SYMBOL/ LINETYPE
DESCRIPTION
WATER
SEWER
ELECTRICAL
OVERHEAD ELECTRICAL
IRRIGATION
GAS
TELECO
FIBER OPTIC CABLE
CITY FIBER OPTIC CABLE
COX
LIGHT POLE
J-BOX
S
S
E
IR
G
T
OHE
ZAYO FO
NOTE:
1.
ALL EXISTING UTILITIES, LIGHT POLES,
J-BOX & SIGNS ARE TO BE PROTECTED
IN PLANS AND CONTRACTOR TO
VERIFY LOCATION WITH BLUE STAKE.
2.
LIGHTS BURIED DIRECTLY IN THE
BASINS WILL BE REPLACED WITH NEW
FOUNDATION AND LIGHT POLE WITH
LED LIGHT IN THE FUTURE BY OTHERS.
COX
FO
8" X 6" CONCRETE HEADER,
SEE DETAIL 9 ON SHT LD-1.01
TURF GRASS SEED
'RIO' F1 HYBRID BERMUDA
EXISTING CONCRETE
HEAD WALL
EXISTING 30" SRP
IRRIGATION LINE
4 SRP
CLEARANCE
ZONE
4 SRP
CLEARANCE
ZONE
EXISTING
COX LINE
1
05.19.25  ADDENDUM 1
ALTERNATE 1
PROJECT AREA
ALTERNATE 2
PROJECT AREA
1

PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
338
339
340
341
342
345
346
347
348
351
352
354
355
369
370
371
411
367
358
360
365
356
357
362
364
344
15g
15g
36"
36"
36"
36"
36"
36"
36"
353
343
36"
359
361
363
366
368
E
E
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
E
E
E
E
E
E
E
COX
COX
E
E
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
WM
WV
W
W
W
W
W
W
W
W
W
W
W
W
W
W
COX
COX
COX
COX
COX
COX
COX
WV
WM
DW
IR
IR
IR
W
W
G
G
G
G
G
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
PIP
338
339
340
341
342
345
346
347
348
351
352
354
355
369
370
371
411
367
358
360
365
356
357
362
364
344
15g
15g
36"
36"
36"
36"
36"
36"
36"
353
343
36"
359
361
363
366
368
E
E
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
E
E
E
E
E
E
E
COX
COX
E
E
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
WM
WV
W
W
W
W
W
W
W
W
W
W
W
W
W
W
COX
COX
COX
COX
COX
COX
COX
WV
WM
DW
M
A
E
B
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
2.5
2.5
0
20'
40'
SCALE: 1"=20'
A419-4.03
SHEET NO.:
DRAWING NO.:
OF
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
DATE:
#
DATE
DESCRIPTION
REVISIONS
CONSULTANT(S):
CLIENT:
P:\241704\J2Cad\Sheets\1704-A419-L4.dwg 5/21/2025 12:14:23 PM
----
SETH
PLACKO
4649 E COTTON GIN LOOP B2
PHOENIX, AZ 85040
602.438.2221
CITY OF CHANDLER
TURF TO XERISCAPE PROGRAM
PHASE I
66
04/22/25
AL, KZ
J2
SP/JV
JV
PROJECT # ST2405.401; CIV24-0141; LJ106660
Call at least two full working days
before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
Arizona Blue Stake, Inc.
-WARNING-
OVERHEAD POWER LINES WITHIN
PROJECT CONSTRUCTION LIMITS
AREA 419 - IRRIGATION PLANS
SEE PLAN
MATCH LINE SEE SHEET A419-L4.02
MATCH LINE SEE SHEET A419-L4.04
419A-5
1.5"
30.0
TURF-FC
419A-4
2"
60.0
TURF-PC
NEW 24 STATION IRRIGATION
CONTROLLER (419A).
15 STATIONS USED.
IRRIGATION LEGEND
NOT
SHOWN
EXISTING REDUCED
PRESSURE BACKFLOW
PREVENTION ASSEMBLY
DRIP LATERAL PIPE- SHRUBS
SYMBOL:
DESCRIPTION:
MULTI  EMITTER ASSEMBLY
FLUSH CAP ASSEMBLY
PIPE SLEEVE (PS)
X"PS
MAINLINE PIPE
DRIP REMOTE CONTROL
VALVE ASSEMBLY
C
B
EXISTING WATER METER
DRIP LATERAL PIPE- TREES
EXISTING ELECTRIC METER
IRRIGATION CONTROLLER
ISOLATION BALL VALVE
E
M
TURF LATERAL PIPE
X"
DRIP LATERAL PIPE- DEEP
ROOT TREES
TURF REMOTE CONTROL
VALVE ASSEMBLY
LARGE TURF ROTOR
2.5
25F
SMALL TURF ROTOR- MPR
X"
CONTROL ZONE FLOW
(GPM)
CONTROLLER/STATION
NUMBER
VALVE SIZE
ZONE TYPE:
VALVE KEY:
SHRUB = SHRUBS IN DG
TREE = TREES IN DG
DEEP ROOT = SELECTED EXST TREES
TURF-FC = FULL CIRCLE ROTORS
TURF-PC = PART CIRCLE ROTORS
TURF-MPR = MPR ROTORS
MASTER VALVE & FLOW
METER ASSEMBLY
2.5"
2.5"
2.5"
1.5"
1.5"
EXISTING UTILITIES KEY:
SYMBOL/ LINETYPE
DESCRIPTION
WATER
SEWER
ELECTRICAL
OVERHEAD ELECTRICAL
IRRIGATION
GAS
TELECO
FIBER OPTIC CABLE
CITY FIBER OPTIC CABLE
COX
LIGHT POLE
J-BOX
S
S
E
IR
G
T
OHE
ZAYO FO
NOTE:
1.
ALL EXISTING UTILITIES, LIGHT POLES,
J-BOX & SIGNS ARE TO BE PROTECTED
IN PLANS AND CONTRACTOR TO
VERIFY LOCATION WITH BLUE STAKE.
2.
LIGHTS BURIED DIRECTLY IN THE
BASINS WILL BE REPLACED WITH NEW
FOUNDATION AND LIGHT POLE WITH
LED LIGHT IN THE FUTURE BY OTHERS.
COX
FO
25 ROW
25' ROW
12' TELCO
ESMT
16' SEWER
ESMT
10' GAS
ESMT
8' PUE
25 ROW
8 PUE
8 PUE
8' PUE
25' ROW
12' TELCO
ESMT
16' SEWER
ESMT
10' GAS
ESMT
25' ROW
60
DEL PUEBLO ST
BUTLER AVE
TANGERINE DR
CENTER
LINE
CENTER LINE
ROW
ROW
EXISTING
CONCRETE
SCUPPER
EXISTING HIGH
PRESSURE GAS LINE
EXISTING SEWER LINE
EXISTING ELECTRICAL LINE
EXISTING LIGHT
POLE & J-BOX, TYP
EXISTING
30" SRP
IRRIGATION
LINE
EXISTING HIGH
PRESSURE GAS LINE
EXISTING
SEWER LINE
CENTER LINE
LIMIT OF WORK
EXISTING CURB,
GUTTER AND
SIDEWALK
SVT
STOP SIGN
STOP SIGN
EXISTING
WATER LINE
EXISTING STOP SIGN
EXISTING CONCRETE
HEAD WALL
EXISTING
CONCRETE
HEAD WALL
EXISTING CURB,
GUTTER AND SIDEWALK
LIMIT OF WORK
EXISTING SEWER LINE
LIMIT OF WORK
EXISTING CONCRETE
SCUPPER
LIMIT OF WORK
EXISTING CONCRETE
DRAIN WAY
EXISTING DRY WELL
EID: 804011788
419A-3
1"
7.0
TREE
1.5"
1.5"
419A-1
1"
7.4
TREE
419A-2
1"
5.2
SHRUB
.75"
1"
1"
1"
1"
1"
1"
1.25"
1.25"
1.25"
1.25"
1.25"
1.25"
1.25"
6"PS
EXISTING CONCRETE
HEAD WALL
1.25"
1.25"
1.25"
2"
2"
1.25"
1.25"
2.5"
1.25"
2" MASTER VALVE &
FLOW METER ASSEMBLY
2.5"
EXISTING COX LINE
1
05.19.25  ADDENDUM 1
ALTERNATE 1
PROJECT AREA
ALTERNATE 2
PROJECT AREA
1

EXHIBIT A 
 
Project Name: TURF TO XERISCAPE PROGRAM, PHASE I  
 
A-1 
City Project No.: ST2405.401  
Rev. 10/23/23 
PROJECT SPECIFIC 
SPECIAL PROVISIONS 
 
 
4.2.7 Aerial Construction Photography 
General Conditions Section 4 Subsections 4.2.7.1 & 4.2.7.2 are not applicable to this project. 
 
4.2.8 Government Approvals and Permits 
General Conditions Section 4 Subsection 4.2.8.1, City permit fees will be paid internally by the 
City and all other fees will be the responsibility of the Contractor. 
 
Subletting of Agreement 
Contractor must perform, with his own organization, work amounting to not less than 50 percent 
of the total Agreement cost. 
 
Failure to submit Subcontractor’s List Form, demonstrating self-performance not less than 50 
percent of the total Agreement cost, will cause the bid to be deemed non-responsive.  
 
Bidders should contact the Arizona Registrar of Contractors for information on license 
requirements.

EXHIBIT B 
 
Project Name: TURF TO XERISCAPE PROGRAM, PHASE I 
 
B-1 
City Project No.: ST2405.401  
Rev. 10/23/23 
 
GENERAL CONDITIONS

GENERAL CONDITIONS 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
Approved date: July 20, 2022

Revised: 7/20/2022 
 
GC-2 of 75 
 
 
 
TABLE OF CONTENTS 
 
 
SECTION 1 - SCOPE OF THESE GENERAL CONDITIONS ............................................................................... 3 
SECTION 2 - GENERAL DEFINITIONS ............................................................................................................ 3 
SECTION 3 - STANDARD SPECIFICATIONS AND DETAILS ........................................................................... 7 
SECTION 4 - CONT R ACT OR’S R ES PONS IBILIT IES FOR CONST RUCT ION SE RVIC ES .................................. 8 
SECTION 5 - CITY RESPONSIBILITIES .......................................................................................................... 27 
SECTION 6 - AGREEMENT TIME ................................................................................................................... 29 
SECTION 7 - AGREEMENT PRICE .................................................................................................................. 35 
SECTION 8 - PAYMENT ................................................................................................................................. 35 
SECTION 9 - CHANGES TO THE AGREEMENT ............................................................................................. 40 
SECTION 10 - SUSPENSION AND TERMINATION ...................................................................................... 43 
SECTION 11 - INSURANCE AND BONDS ..................................................................................................... 44 
SECTION 12 - INDEMNIFICATION ............................................................................................................... 49 
SECTION 13 - DISPUTE RESOLUTION .......................................................................................................... 49 
SECTION 14 - MISCELLANEOUS PROVISIONS ............................................................................................ 50 
SECTION 15 - PROVISIONS APPLICABLE SOLELY TO GMP AND COST-BASED AGREEMENTS, CHANGE 
ORDERS, AND JOB ORDERS ......................................................................................................................... 57 
SECTION 16 - PROVISIONS APPLICABLE SOLELY TO JOB ORDER AGREEMENTS (JOC) ........................ 61 
SECTION 17 - PROVISIONS APPLICABLE SOLELY TO PRE-CONSTRUCTION SERVICES FOR 
CONSTRUCTION MANAGER AT RISK .......................................................................................................... 66 
SECTION 18 - APPENDICES ...................................................................................................... APP-1 of 30 
 
Appendix 1 – Policy Statement for Calculating Delays and Damages 
Appendix 2 – Cost Reduction Incentive Proposals for Design Bid Build Agreements  
Appendix 3 – Contractor’s Affidavit Regarding Settlement of Claims 
Appendix 4 – Forms of Performance Bond 
Appendix 5 – Forms of Payment Bond 
Appendix 6 – Dispute Resolution 
Appendix 7 – Certificate of Completion 
Appendix 8 – Construction Sign Detail 
Appendix 9 – Cost of the Work (Applicable solely to Construction Manager at Risk and 
Job Order Contracting) 
Appendix 10 Landscape Establishment Period

General Conditions 
 
Revised: 7/20/22 
 
GC-3 of 75 
 
SECTION 1 - SCOPE OF THESE GENERAL CONDITIONS 
These General Conditions encompass provisions that apply, and are incorporated into all 
construction Agreements entered into by the City of Chandler, unless otherwise specifically excluded in 
the executed Agreement.  
 
SECTION 2 - GENERAL DEFINITIONS 
 
Allowance :  A specific amount for a specific item of Work, if any, that City agrees has not been sufficiently 
designed, detailed, or selected (including design changes from 90% to 100% as authorized by and at 
the discretion of the City) at the time the Agreement Price is agreed to for Contractor to provide a definitive 
price.  
 
Alternate Systems Evaluations or Alternative Analysis:  Alternatives for design, means and methods or 
other scope considerations that are evaluated using value analysis principles and have the potential to 
reduce construction costs while still delivering a quality and functional Project that meets City 
requirements. 
 
Change Order:  A written instrument issued after execution of the Agreement Documents signed by 
City and Contractor, stating their agreement upon all of the following: the addition, deletion or revision 
in the scope of services or deliverables; the amount of the adjustment to the Agreement Price, the 
extent of the adjustment to the Agreement Time, or modifications of other agreement terms. The 
Agreement Price and the Agreement Time may be changed only by Change Order. 
 
Consultant:  Person or firm that provides professional services. 
 
City (Owner or OWNER):  City of Chandler, a municipal corporation, with whom Contractor has entered 
into the Agreement and for whom the Work or Services are to be provided pursuant to the Agreement(s). 
 
Contingent Bid Items:  This is a minor bid item which is likely, but not certain, to occur during the course 
of work. If the Engineer determines that this work is required, the Contractor will accomplish the work 
and payment will be made based on the contingent unit bid price included in the proposal. Since the 
quantity listed in the proposal is primarily for bid comparison, the amount of work required by the 
Engineer may vary materially from this. 
 
Agreement:  The written agreement executed between City and Contractor, including all of the Agreement 
Documents. 
 
Agreement Documents:  The documents which together form the Agreement between City and 
Contractor, as identified in Article 2 of the Agreement, or are otherwise incorporated into the 
Agreement, including the Agreement, the exhibits thereto, these General Conditions, any Notice to 
Proceed, and any Job Order (if applicable), the Plans and Specifications, Project Schedule, written 
and properly executed Change Orders, MAG Specifications and City’s amendments thereto, and any 
other documents so designated in the Agreement. 
 
Agreement Price:  The agreed-upon price to be paid to Contractor for full, timely, and acceptable 
completion of the Work or Services under the terms of the Agreement. 
 
Agreement Time(s):  The number of calendar days or the dates related to the applicable phase, 
Substantial Completion, or Final Acceptance as stated in Agreement Documents. Agreement Time starts

General Conditions 
 
Revised: 7/20/22 
 
GC-4 of 75 
 
with the Notice to Proceed (NTP) and ends with Final Acceptance. The Agreement Time is set forth in 
the Agreement and is based upon the Project Schedule agreed to by City in writing. 
 
Contractor:  The person or business association with whom City has entered into an agreement for 
construction related Work or Services in relation to the Project at issue.  
 
Contractor Payment Request:  The form that is accepted by City and used by Contractor in requesting 
progress payments or final payment and which must include such supporting documentation as is 
required by the Agreement Documents or City. 
 
Construction Budget:  The City’s budget for construction of the Project. 
 
Construction Documents:  The Plans, Specifications, and Drawings prepared and issued by the Design 
Professional and approved by City for construction, meaning the documents are sealed by the 
Design Professional (as required), acceptable for permitting and incorporated into the Agreement by 
this reference. All amendments and modifications to the Construction Documents must be approved in 
writing by City prior to incorporation into the Agreement. 
 
Cost of the Work:  The term Cost of the Work will mean costs necessarily incurred by Contractor in the 
proper performance of the Work. Such costs will be at rates not higher than the standard paid at the 
place of the Project except with prior consent of City. 
 
Critical Path Method (CPM):  A scheduling technique which identifies the logical sequence of the activities 
occurring in a Construction Project, the anticipated time required to complete each activity in the 
Project, and the activities that must be completed on schedule to finish the Project within the anticipated 
time. Typically, activities are arranged in a network that shows both activities and their dependencies. 
CPM is also used as a management technique which enables contracting parties to predict when 
activities may occur so that resources can be effectively used and limitations can be identified.  
 
Critical Path:  Critical Path is the sequence of project network activities which add up to the longest overall 
duration. Once established in the Project Schedule, the Critical Path for the Project must not be 
changed without prior written approval of City. 
 
Day:  Calendar day(s) unless otherwise specifically stated in the Agreement Documents. 
 
Design Professional:  The qualified, licensed person, firm or corporation who furnishes design and 
construction administration services required under the Agreement Documents. These services may 
include, but are not limited to: development of Construction Drawings and Documents, review of 
Contractor Submittal(s), review of and response 
to 
Requests for Information, approval and 
certification of progress payment 
applications, 
construction administration, and construction 
agreement close out. 
 
Differing Site Conditions:  Concealed or latent physical conditions or subsurface conditions at the Site 
that, (i) materially differ from the conditions indicated in the Agreement Documents, or (ii) are of an 
unusual nature, differing materially from the conditions ordinarily encountered and generally recognized 
as inherent in the Work at the general area of the Site. Caliche, rock, hard-digging or sandy/silty soil 
encountered on a project is not considered a “Differing Site Condition.” 
 
Drawings (Plans):  Documents, which visually represent the scope, extent and character of the Work to 
be furnished and performed by Contractor during the construction phase and which have been prepared

General Conditions 
 
Revised: 7/20/22 
 
GC-5 of 75 
 
or approved by the Design Professional and City.  These documents include Drawings that have reached 
a sufficient state of completion and released by Design Professional solely for the purposes of review 
and use in performing constructability or bid-ability reviews by Contractor and in preparing cost 
estimates (e.g. Master Planning and Programming, Schematic Design, Design Development, and 
Construction Drawings), but “not for construction.” Shop Drawings are not Drawings as so defined. 
 
Final Acceptance:  The City’s acceptance of the facility or project from the Contractor after all Work is 
completed, tested, and inspected in accordance with the Agreement requirements. Final Acceptance 
results in a Letter of Acceptance (LOA). 
 
Fixed Price:  A fixed price or amount for an Agreement Price, Scope of Work, materials, or other item 
under an Agreement, Change Order, or other agreement, which City agrees, in writing, to pay instead 
of the actual cost.  
 
Float:  The number of Days by which an activity can be delayed without lengthening the Critical Path and 
extending the Agreement Time. Unless otherwise expressly agreed in writing, all Float belongs to City. 
 
Laws, Regulations, or Legal Requirements:  Any and all applicable laws, rules, regulations, ordinances, 
codes and orders applicable to the Project of any and all governmental bodies, agencies, authorities 
and courts having jurisdiction and any applicable provisions of the Development Agreement for the 
Project (if any), including, without limitation, those provisions relating to the design and construction 
of the Project. 
 
Line Item:  The individual elements of Work identified on a bid or other schedule and associated with a 
price or a unit price and quantity particular to that individual element of the Work. Also refers to 
individual items of work within the Schedule of Values. 
 
Liquidated Damages:  Designated damages for the City to collect as compensation upon a specific breach 
(example: late delivery). 
 
Long-Lead Item:  Long-lead item refers to the equipment, product, or system that is identified at the 
earliest stage of a project to have a delivery time long enough to affect directly the Critical Path/the overall 
lead time of the project. 
 
MAG:  The Maricopa Association of Governments. 
 
MAG Specifications:  The most current version of the Uniform Standard Specifications for Public Works 
Construction published by MAG. 
 
MAG Standard Details:  The most current version of the Uniform Standard Details as published by MAG. 
 
Minor change:  A change in the Work having no impact on cost or time or the City-approved design intent, 
as determined by City. 
 
Notice to Proceed (NTP):  A written notice given by City to Contractor fixing the date on which 
Contractor will start to perform Contractor’s obligations under the Agreement. 
 
Project:  The Project specified in the Agreement (including a Job Order). 
 
Project Manager:  The Project Manager designated in Article 1 of the Agreement, or any successor thereto

General Conditions 
 
Revised: 7/20/22 
 
GC-6 of 75 
 
designated by City. The Project Manager has the authority to act on behalf of City, as delineated and 
limited by the Agreement Documents and applicable law. And City will communicate with Contractor 
through the Project Manager. However, the Project Manager has no authority to bind City or City 
Council in contravention of any City code, State or Federal statute or regulation, or these General 
Conditions. 
 
Project Schedule:  The schedule for the completion of the Project agreed to and required by City. 
 
Project Specific Conditions:  Additional conditions which apply to the specific Project and Scope of Work 
which are set forth in Exhibit D of the Agreement. 
 
Project Team:  The Project Team consisting of the Design Professional, Contractor, Project Manager, and 
such others as City may designate. 
 
Punch List:  The list initially prepared by Contractor pursuant to the Agreement Documents, reviewed 
and supplemented by the Project Manager (and at the sole option of the Project Manager, the Design 
Professional) and approved by City containing items of incomplete work not impacting Substantial 
Completion, if allowed for under the Agreement, and to be completed or corrected by Contractor after 
Substantial Completion and before Final Acceptance in accordance with the Agreement Documents. 
 
Quality Assurance (QA) Testing:  Testing performed to verify the accuracy and applicability of the QC 
testing results and to ascertain that the materials installed meet the specified levels of quality in 
accordance with the Agreement Documents. 
 
Quality Control (QC) Testing:  Testing performed to assure that the materials installed comply with the 
requirements in the Agreement Documents. 
 
Requests for Information (RFIs):  Formal written request from Contractor to City or Design Professional 
for the Project seeking clarification or additional information needed for Contractor to properly 
complete the Work or Services under the Agreement. City may require RFI’s to be submitted on a specific 
form or in a specified format. 
 
Schedule of Values (SOV):  The specified document prepared by Contractor, and approved and accepted 
by City, which divides the Agreement Price into pay items, such that the sum of all pay items equals 
the Agreement Price for the construction phase Work, or for any portion of the Work having a separate 
specified Agreement Price. 
 
Scope of Work:  The scope of work agreed to or required by City and incorporated into the Agreement as 
Exhibit A. 
 
Shop Drawings:  All drawings, diagrams, schedules and other data specifically prepared for the Work 
by Contractor or a Subcontractor, Sub-subcontractor, manufacturer, supplier or distributor to 
illustrate some portion of the Work. 
 
Site:  The land or premises on which the Project is located. 
 
Specifications:  The part(s) of the Agreement Documents for the construction phase consisting of written 
technical descriptions of materials, equipment, construction systems, standards and workmanship as 
applied to the Work and certain administrative details applicable thereto. Where specified, the Project 
must be constructed using the current Uniform Standard Specifications and Details for Public Works

General Conditions 
 
Revised: 7/20/22 
 
GC-7 of 75 
 
Construction as furnished by the Maricopa Association of Governments, as amended by City. 
 
Subconsultant:  A person, firm or corporation having an Agreement with Consultant/Contractor to 
furnish services required as its independent professional associate or consultant with respect to the 
Project. 
 
Subcontractor:  An individual or firm having a direct Agreement with Contractor or any other individual or 
firm having an Agreement with the aforesaid contractors at any tier, who undertakes to perform a part 
of pre-construction services or construction phase Work at the Site for which Contractor is responsible. 
Subcontractors must be selected 
through the Subcontractor selection process described in the 
Agreement Documents, if any. 
 
Substantial Completion:  The date when the City determines that the Work (or separable units of Phases 
as provided in the Agreement Documents) is essentially and satisfactorily complete in accordance with 
the Agreement Documents such that the Project is ready for use by the City for its intended purpose, 
opening to the general public, full occupancy or use by City (including, without limitation, all separate 
units, or rooms, facilities, access, income-generating areas, and all areas serving the general public, as 
applicable, must be ready for full operation without material inconvenience or discomfort), including, to 
the extent applicable to the Work, the following: all materials, equipment, systems, controls, features, 
facilities, accessories, and similar elements are installed in the proper manner and in operating 
condition, inspected, and approved; surfaces have been painted; masonry and concrete cleaned with 
any sealer or other finish applied; utilities and systems connected and functioning; site work 
complete; permanent heating, ventilation, air conditioning, vertical transportation, and other systems 
properly operating with proper controls; lighting and electrical systems installed, operable and 
controlled; paving completed, signage installed, and other work as applicable, has been performed to 
a similar state of essential and satisfactory completion. 
 
Supplier:  A manufacturer, fabricator, distributor, or vendor having a direct Agreement with Contractor 
or with any Subcontractor to furnish materials or equipment to be incorporated in the construction 
phase Work by Contractor or any Subcontractor. 
 
Total Float:  Number of Days by which pre-construction services or construction phase Work or any part 
of the same may be delayed without necessarily extending a pertinent Agreement Time or schedule 
milestone in the Project Schedule. 
 
Work:  The entire completion of construction or the various separately identifiable parts thereof, 
required to be furnished during the construction phase. Work includes and is the result of performing 
or furnishing labor and furnishing and incorporating materials, resources and equipment into the 
construction, and performing or furnishing services and documents as required by the Agreement 
Documents for the construction phase. 
 
Writing:  Typing, printing, photography and other modes of representing or reproducing words in a 
visible form, including email, and expressions. 
 
SECTION 3 - STANDARD SPECIFICATIONS AND DETAILS 
3.1 
City operates under the latest revision of the MAG Specifications and MAG Standard 
Details as amended by City.  City’s current amendment to the MAG Specifications, part of 
the City’s Unified Development Manual, may be found and downloaded from City’s website 
at http://www.chandleraz.gov.

General Conditions 
 
Revised: 7/20/22 
 
GC-8 of 75 
 
3.2 
Copies of the MAG Specifications and MAG Standard Details are available at the 
Maricopa Association of Governments office, 302 N. 1st Avenue, Suite 300, Phoenix, 
Arizona. 
 
They 
may 
also 
be 
downloaded 
from 
their 
website 
at: 
http://www.azmag.gov/Newsroom/Publications 
3.3 
The MAG Specifications and Standard Details and City’s amendments thereto are 
incorporated into the Agreement by this reference. 
 
SECTION 4 - CONT R ACT OR’S R ES PONS IBILIT IES FOR CONST RUCT ION SE RVIC ES  
4.1 
GENERAL 
4.1.1 
Contractor must construct the Work in accordance with the Agreement Documents and as 
outlined in Exhibit A of the Agreement to the satisfaction of City, exercising the degree of 
professional care, skill, diligence, quality and judgment that a professional construction 
manager engaged, experienced and specializing in the construction management of 
construction and facilities of similar scope, function, size, quality, complexity and detail in 
urban areas throughout the United States comparable to Chandler, Arizona would exercise 
at such time, under similar conditions. Contractor must, at all times, perform the Work in 
conformance with sound and generally accepted engineering principles and construction 
management and construction contracting practices. 
4.1.2 
If Contractor observes errors, discrepancies or omissions in the Agreement Documents, 
Contractor must promptly notify the Design Professional and City and request clarification. 
If Contractor, with the exercise of reasonable care, should have recognized such error, 
inconsistency, omission, or difference and fails to report it to City, and if Contractor 
proceeds with the Work affected by such observed errors, discrepancies or omissions, 
without receiving such clarifications, Contractor does so at its own risk and will be liable to 
City for damages resulting from proceeding without clarification. 
4.1.3 
Project Team and agents of each of them, testing agencies and governmental agencies with 
jurisdictional interests will be provided access to the Work at reasonable times for their 
observation, inspection, and testing.  Contractor must provide proper and safe conditions 
for such access. 
4.1.4 
Contractor must comply with, and require all Subcontractors to comply with, the Arizona 
Contractors’ license laws, including all requirements with respect to being duly registered 
and licensed. 
4.1.5 
Contractor must ensure that all employees performing any Work for which Contractor is 
responsible have a legal right to live and work in the United States. In addition, all 
compensation of any such employee must meet all applicable requirements of the Fair Labor 
Standards Act (FLSA) and Federal Minimum Wage laws. 
4.1.6 
Contractor must comply with the Immigration Reform and Control Act of 1986 (IRCA).  
Contractor understands and acknowledges the applicability of the IRCA activities.  
Contractor agrees to comply with the IRCA while performing their work and to permit City 
inspection of Contractor personnel records to verify such compliance. 
4.1.7 
Pursuant to MAG Specifications §§ 107.4, Contractor must report immediately any discovery 
of archeological ruins or artifacts.  Excavation must stop immediately so that City can decide 
on the pertinent steps to follow such discovery.

General Conditions 
 
Revised: 7/20/22 
 
GC-9 of 75 
 
4.1.8 
All property owners that may be affected by the proposed construction activities must be 
notified of the scope, duration of the construction activities and possible interference with 
their day-to-day activities by Contractor prior to start of construction.  In addition, individual 
residential or commercial interferences, such as driveway restrictions, water outages, and 
all other Work adjacent to residence/business, require 48-hour notification in advance of 
specific adjoining Work.  Notification may be through door hangers or other procedures 
approved by the City. 
4.1.9 
Access must be maintained to adjacent properties at all times during construction. Where 
property has more than one point of access, no more than one access will be restricted or 
closed at any one time. Access to adjacent private driveways will be maintained during all 
non-working hours. 
4.1.10 
Contractor must furnish and erect construction signs in accordance with Project 
Specifications. The signs must be professionally prepared and subject to approval by City, 
must be maintained by Contractor for the duration of the project, and must be removed by 
Contractor during the final project clean up.  
4.1.11 
The number of signs required, the size, shape, installation requirements and information to 
be included for construction signs is established on the detail sheet, provided, however, 
signs must be a minimum of 4 foot by 8 foot and must be installed so that the bottom of 
the sign is at least 4 foot above grade.  No direct payment will be made for furnishing and 
erecting construction signs. The cost thereof must be included in other items for which 
direct payment is made. Sign locations will be determined by City. 
4.1.12 
All required construction signs must be installed by Contractor within 7 Days of Notice to 
Proceed.   
4.1.13 
The Work to be accomplished under these Agreement Documents has been designed for 
City by a Design Professional retained by City for this purpose.  It is understood that normal 
construction Administration for the purpose of interpretation of the Agreement Documents 
is provided by City. Should any services of the Design Professional be required to assist in 
the corrections of errors or omissions by Contractor, or services of the Design Professional 
be required because of changes in structure or equipment where Contractor has requested 
approval of substitute methods or material, or any other items detailed herein below, those 
services will be provided by the Design Professional at the standard hourly rates previously 
negotiated with City and must be paid for by the Contractor. 
4.1.14 
Contractor must reimburse City for costs incurred by the Design Professional for additional 
services to the Project through no fault of City or the Design Professional including, but not 
limited to, the following conditions: 
a. Additional Site visits, investigations, inspections, design work or reports by 
the Design Professional which are required due to damages to existing 
facilities or completed Work caused by the Contractor in his performance, 
Contractor’s negligence, or Contractor’s Work which is rejected as defective 
or as failing to conform to the Agreement Documents; 
b. Design Professional construction phase services rendered on the project 
during the time the project remains incomplete after the Agreement date of 
final completion will be charged to Contractor at a rate previously negotiated 
City; and

General Conditions 
 
Revised: 7/20/22 
 
GC-10 of 75 
 
c. All retesting required due to the failure of Contractor’s Work to meet the 
requirements of the Agreement Documents will be at Contractor’s expense.  
All standby and travel time by the City’s testing lab, the Design Professional 
or City due to Contractor’s inability to be prepared for testing at the agreed 
upon time will be at the Contractor’s expense. 
4.1.15 
City may withhold from any payment otherwise due to Contractor any amounts necessary 
to pay the Design Professional for such additional services as provided herein above.   
4.1.16 
Contractor will not be required to bear additional costs incurred by City due to errors by the 
Design Professional. 
4.2 
 CONTRACTOR’S PRE-AGREEMENT AND PRE-WORK DELIVERABLES 
4.2.1 
Prior to award of the Agreement, Contractor must execute Agreement and deliver to City.  
Failure to do so may delay Agreement award.  Contractor must also provide to City its 
Contractor’s License classification and number and its Federal Tax I.D. number. 
4.2.2 
Before beginning any Work under the Agreement, Agreement must be fully executed by 
City.  
4.2.3 
After Agreement award, City will issue to Contractor an award letter.  At that time Contractor 
must deliver to City such bonds and certificates of insurance with endorsements in such 
amounts (and other evidence of insurance requested by City) required under Section 11 of 
these General Conditions, and as the Agreement requires. 
4.2.4 
As evidence of Workmen’s Compensation Insurance, Contractor must, upon request, 
provide a letter of certification from the Industrial Commission of Arizona that Contractor 
is insured by the State Compensation Fund or is an authorized self-insurer or a certificate 
of insurance issued by an insurance company authorized by the Insurance Department 
of Arizona to write Workmen’s Compensation and Occupational Disease Insurance in the 
State of Arizona. 
4.2.5 
Within 10 Days of the date of the executed Agreement letter issued by City, Contractor must 
submit to City for review and acceptance the following items: 
4.2.5.1 
Comprehensive construction Project Schedule including a Critical Path Method (CPM) 
diagram schedule as described in Section 6.2.  Project Schedule must be in Microsoft Project 
standard file format.  Within 10 Days of receipt of City’s comments, Contractor must make 
all required corrections, adjustments, and additions to complete the Project Schedule and 
resubmit to City for review.   
4.2.5.2 
Preliminary schedule of submittals and Shop Drawings.  Within 10 Days of receipt of City’s 
comments, Contractor must submit the corrected and completed schedule of Shop 
Drawings submissions for approval.  Contractor’s schedule of Shop Drawings and sample 
submittals will be acceptable to City if it provides a workable arrangement for reviewing and 
processing the required submittals.   
4.2.5.3 
Schedule of Values in a form specified by City reflecting the subcontracts and other 
categories that will be used to submit Pay Applications for the Work. The total amount of 
the Schedule of Values must not be greater than the Agreement Price. The Schedule of 
Values will be reviewed at the Pre-Construction Conference and revised by Contractor within 
10 Days after Pre-Construction Conference in response to comments and questions from

General Conditions 
 
Revised: 7/20/22 
 
GC-11 of 75 
 
City. 
Once accepted by City in writing, the Schedule of Values for the Project must not be 
changed without the prior written approval of City. 
4.2.6 
Video Recording Requirement. Prior to performing any Work, Contractor must document 
the existing conditions of the Site, all other areas where Work will occur and all adjacent 
areas that may be impacted by the Work via digital video format.  Contractor must video 
record and index all areas, features, buildings and other public and private improvements 
that could potentially be impacted by the Work.  Video recording must be coordinated with 
City.  When video recording private property, Contractor must also coordinate the video 
recording with the private property owner, if possible.  Contractor must provide City with a 
copy of said digital video format prior to performing any Work. 
4.2.7 
Aerial Drone Construction Photography. 
4.2.7.1 
If Agreement duration is greater than 90 calendar days, Contractor must engage a 
professional unmanned aerial vehicle (UAV) aerial pilot to photograph the Site prior to 
construction mobilization, at three-month intervals during construction, and following final 
inspection.  Drone camera specifications must meet the following minimum requirements:  
a. 1-inch CMOS 
b. Pixels: 20M 
c. FOV 84  8.8 mm/24 mm (35 mm format equivalent) f/2.8-f/11 auto focus at 1 m-   
d. For photographing: 16.9 Aspect Ratio: 5472x3078 
e. For video shooting: MP4/MOV/H.264 
f. 
FHD: 1920x1080 120p @100Mbps 
g. File format: High Definition (HD) JPEG for digital photos and HD MPEG 4 for 
digital video. 
h. All metadata to be recorded including GPS data and preserved with photographs 
provided.   
 
Interval 
JPEG 
3 month intervals 
At an altitude (AGL) between 
70-90 ft. 
3 month intervals 
Images to be taken every 50-
100 ft. to be determined based 
on project scope. 
4.2.7.2 
Drone photos to be taken in sequential geographical order and then organized and provided in 
the same manner unless otherwise specified.   
4.2.7.3 
Photos to be provided digitally via an online file share service and/or by a USB drive to contractor. 
4.2.7.4 
Drone pilots to obey ALL local (city, county, state) UAV regulations as well as FAA UAV 
guidelines including, but not limited to, conducting all flights during daylight hours, not exceeding 
maximum altitude ceilings (depending on area), not flying over people, yielding to other aircraft. 
4.2.7.5 
Drone pilots must fly drone within visual line of sight (VSOL) and have visual spotter when 
needed. Drone pilots only to operate in favorable weather conditions when minimum visibility is 
3 miles or greater. 
4.2.7.6 
Drone pilots to conduct a preflight checklist and visually inspect the entire flight path prior to flying 
to ensure a safe flight.

General Conditions 
 
Revised: 7/20/22 
 
GC-12 of 75 
 
4.2.7.7 
Airspace Authorizations. Operations in Class G airspace are allowed without air traffic control 
(ATC) permission. Operations in Class B, C, D and E airspace need ATC authorization. Drone 
pilots to schedule each flight in advance and based on airspace if required will notify nearby 
airports/control towers, etc. 
4.2.8 
Government Approvals and Permits. 
4.2.8.1 
Contractor must obtain all necessary permits for the Work and pay all applicable fees, 
unless otherwise noted on the Plans and in the Specifications. City permit fees will be paid 
internally by City. For bidding purposes, an allowance for all permit fees is included in the 
bid schedule under the item “allowance for permit fees.” The Contractor will be paid for 
the actual cost of the permit fees upon submitting a receipt showing the fee Contractor 
has paid. Excluded from the above allowance are items such as all costs incurred by the 
Contractor in securing the permit except for the actual permit fee established by the 
agency, cost for all shutdowns or outages, cost for pole bracing, cost of permits for 
construction water, cost of construction water, cost for any additional insurance 
requirements, cost for any licenses, and other similar type costs. Contractor is specifically 
notified of the need to obtain the necessary environmental permits or file the necessary 
environmental and regulatory permit notices. 
4.2.8.2 
Copies of all permits and the associated notices must be provided to City prior to starting 
the permitted activity. 
4.3 
PRE-CONSTRUCTION CONFERENCE 
4.3.1 
Prior to the commencement of any Work, City will schedule a Pre-Construction Conference. 
4.3.2 
The purpose of this Conference is to establish a working relationship between Contractor, 
the utility firms, and various City agencies. The agenda will include critical elements of the 
Work schedule, submittal schedule, cost breakdown of major lump sum items, Payment 
Requests and processing, coordination with the involved utility firms, and emergency 
telephone numbers for all representatives involved in the course of construction. 
4.3.3 
Minimum attendance by Contractor at any mandatory meeting with City must be (1) 
Contractor’s Representative, who is authorized to execute and sign documents on behalf 
of the firm, (2) Contractor’s on-site Superintendent, and (3) Contractor’s Safety Office, 
or other employee responsible for safety. 
4.4 
PERFORMANCE OF THE WORK (INCLUDING FIELD MEASUREMENTS, 
SUBCONTRACTORS, AND SUPPLIERS) 
4.4.1 
Unless otherwise provided in the Agreement Documents to be the responsibility of City or a 
separate Contractor, Contractor must provide through itself or Subcontractors the 
necessary supervision, labor, inspection, testing, start-up, material, equipment, machinery, 
temporary utilities and other temporary facilities to permit Contractor to complete the 
Work consistent with the Agreement Documents. 
4.4.2 
Contractor must perform all construction activities efficiently and with the requisite 
expertise, skill and competence to satisfy the requirements of the Agreement Documents. 
Contractor must at all times exercise complete and exclusive control over the means, 
methods, safety, sequences and techniques of construction. 
4.4.3 
Contractor’s Superintendent must be present at the Site at all times that material Work

General Conditions 
 
Revised: 7/20/22 
 
GC-13 of 75 
 
under this Agreement is taking place. Contractor’s Superintendent or designee must be 
present at the Site at all times any other Work under this Agreement is taking place.  
Superintendent must not be replaced without written notice to City.  Whenever the 
Superintendent is not present at a particular part of the Work where the City or Design 
Professional may desire to inform the Contractor relative to interpretation of the Drawings 
and Specifications or to disapproval or rejection of materials or Work performed, the City 
or Design Professional may provide such information in writing to the foreman or other 
worker in charge of the particular part of the Work in reference to which the information is 
given.  Information so given will be as binding as if given to the Superintendent. 
4.4.4 
All elements of the Work must be under the direct supervision of a foreman or his 
designated representative on the Site who must have the authority to take actions required 
to properly carry out that particular element of the Work. 
4.4.5 
Working Hours.  Except in connection with the safety or protection of persons or the Work 
or property at the Site or adjacent thereto, and except as otherwise indicated, all Work at 
the Site must be performed during regular working hours, and Contractor will not permit 
overtime work or the performance of Work on Saturday, Sunday or any legal holiday without 
City’s written consent given after prior written notice to City.  If it will become absolutely 
necessary to perform Work at night or on Saturdays, Sundays or legal holidays, the City 
must be informed at least 24 hours in advance of the beginning of performance of such 
Work.  Only such Work will be done at night as can be done satisfactorily as determined by 
the City.  Good lighting and all other necessary facilities for carrying out and inspecting the 
Work must be provided and maintained at all points where such Work is being done.  
Further, unless such non-normal work hours are performed at City’s request or required by 
the Agreement Documents, Contractor must pay to City all additional costs incurred by City 
by reason of such non-normal working hours.  Expenses incurred by City for overtime 
compensation must be reimbursed by Contractor as follows: (i) City staff at the rate set forth 
in current City Fee Schedule as published on City website, (ii) Design Professional and staff 
at the standard hourly rates previously negotiated with City, and (iii) all others at actual cost 
plus ten percent administrative overhead.  Such costs may be deducted by City from any 
payments due to Contractor.  Provided, however, if overtime work or work during other 
than normal hours is at the request of City and not due to Contractor delay, City will pay the 
cost of City overtime expenses. 
4.4.6 
Where the Agreement Documents require that a particular product be installed or applied 
by an applicator approved by the manufacturer, it is Contractor’s responsibility to ensure 
the Subcontractor employed for such work is approved by the manufacturer.  All materials 
and equipment must be stored, applied, installed, connected, erected, used, cleaned and 
conditioned in accordance with the instructions of the applicable manufacturer, fabricator, 
supplier or distributor, except as otherwise provided in the Agreement Documents; but no 
provisions of any such instructions will be effective to impose on City of Design Professional 
responsibility for the means, methods, techniques, sequences or procedures of 
construction or for safety precautions incident thereto. 
4.4.7 
Before starting the Work, Contractor must carefully study and compare the various 
Plans, Drawings, other Agreement Documents, and Specifications relative to that portion 
of the Work, as well as the information furnished by City, must take field measurements of 
any existing conditions related to that portion of the Work and must observe any conditions 
at the Site affecting it. The exactness of grades, elevations, dimensions, or locations given 
on any Drawings, or the Work installed by other contractors, is not guaranteed by City.

General Conditions 
 
Revised: 7/20/22 
 
GC-14 of 75 
 
4.4.8 
Before ordering materials or doing Work, Contractor and each Subcontractor must verify 
measurements at the Site and will be responsible for the correctness of such 
measurements. No extra charge or compensation will be allowed because of differences 
between actual dimensions and the dimensions indicated on the Agreement Documents, 
including the Drawings. 
4.4.9 
Ground Level Construction Photography. 
4.4.9.1 
The Contractor must furnish progress photographs of the project.  The photographer 
selected by the Contractor must be approved by the City and must be either a commercial 
photographer or an individual experienced and equipped for such photography.   
4.4.9.2 
The Contractor must deliver to City all photographs taken during that period with each 
application for payment.  If the current photographs do not accompany the application, the 
application will not be reviewed and will be returned to the Contractor as incomplete. 
4.4.9.3 
Photographs must be identified by use of typewritten labels affixed to the back of the 
photograph.  The label must provide a description of the view, the direction from which the 
photograph was taken, the name of the project, City’s project number, the name of 
Contractor and the date of the photography.  The stationing must also be included for all 
pipeline installations.   
4.4.9.4 
Photographs must be taken during the construction period and must be of aesthetic 
composition and depict the progress of the Work from the beginning of construction 
through and including the finished product.  City may vary the specified frequency so that 
significant progress or changes can be recorded on the photographs.  
4.4.10 
Underground Facilities. 
4.4.10.1 
The existence and number of facilities as shown on the Plans are estimated from 
information furnished by the particular utility.  Contractor is responsible for field verification 
and location of all utilities prior to the start of construction.  No field work will be allowed to 
start until Contractor has contacted Arizona 811 and all affected utilities have been located.  
In addition, Contractor must expose and physically locate all potentially conflicting utilities 
prior to construction.  The actual locations of the utilities must be compared to locations 
shown on the Plans and any required changes in alignment and grade must be made at the 
time of construction in consultation with Project Manager.  It is generally recognized and 
Contractor should anticipate that information from Arizona 811 or information from utility 
companies during project design, frequently fails to disclose all underground facilities.  The 
fact that more utility lines or other underground facilities are located in the Project Site than 
shown on the Project Plans does not constitute an “unforeseen Condition” and such 
undisclosed underground facilities do not differ materially from the conditions which 
Contractor should expect. The provisions of Sections 105.4, 105.6, 107.11 and 109.8.1 of the 
MAG Uniform Standard Specifications for Public Works Construction apply and are 
incorporated herein by this reference.   
4.4.10.2 
Contractor is responsible for all coordination with utility companies.  The provisions of 
Sections 105.4, 105.6, 107.11 and 109.8.1 of the MAG Uniform Standard Specifications for 
Public Works Construction strictly apply and no additional compensation will be paid to 
Contractor for delays due to utility work on the project.  
4.4.11 
Relocation of Existing Water Meters.  When a service line has been extended and a line

General Conditions 
 
Revised: 7/20/22 
 
GC-15 of 75 
 
setter installed in a meter box, City forces will re-install meter.  No compression fittings will 
be utilized. 
4.4.12 
Water Turn-On or Turn-Off. 
4.4.12.1 
Contractor must coordinate all water line turn-ons and turn-offs through the City.  
Application must be made to the Municipal Utility Division and Contractor must pay the 
established charges.  The City will close existing valves, but will not guarantee a bone-dry 
Shutdown. 
4.4.12.2 
Contractor must notify all customers affected by the turn-off not less than 48 hours in 
advance.  Notification must be in writing, must give the reason for the turn-off and must 
give the estimated time and duration that water service will be interrupted. Contractor is 
also notified that water turn-off will not be permitted on the Day before and after 
Thanksgiving Day and Christmas Day. 
4.4.12.3 
No direct payment will be made to Contractor for turn-ons or turn-offs. Costs associated 
therewith will be included in other items for which direct payment is made. 
4.4.13 
Tests and Inspections. 
4.4.13.1 
Contractor must give City timely (at a minimum, twenty-four hours) notice of readiness of 
the Work for all required inspections, tests or approvals.  Contractor must give timely notice 
to City in advance of backfilling or otherwise covering any part of the Work so that city 
representative may, if desired, observe such part of the Work before it is concealed.  
Whenever Contractor varies the normal period during which Work or any portion of it is 
carried on each Day, Contractor must give timely notice to City so that city representative 
may, if desired, be present to observe the Work in progress.  If Contractor fails to give such 
timely notice, any Work done in the absence of city representative will be subject to 
rejection.  If Contractor gives such notice to City, but then is not ready for such inspections, 
tests, approvals or observations at the time so noticed, Contractor must reimburse City for 
all costs incurred by the attendance of city representatives.   
4.4.13.2 
If any law, ordinance, rule, regulation, code, or orders of any public body having jurisdiction 
requires any Work (or part thereof) to be inspected, tested or approved, Contractor (unless 
another party is specified in the Agreement Documents) must assume full responsibility 
therefor, pay all costs in connection therewith and furnish City the required certificates of 
inspection, testing, or approval. Contractor must also be responsible for and must pay all 
costs in connection with any inspection or testing required by the Specifications in 
connection with City's acceptance of a manufacturer, fabricator, supplier or distributor of 
materials or equipment proposed to be incorporated in the Work, or of materials or 
equipment submitted for approval prior to Contractor's purchase thereof for incorporation 
in the Work. The cost of all other inspections, tests and approvals required by the 
Agreement Documents will be paid by City (unless otherwise specified). 
4.4.13.3 
All inspections, tests or approvals other than those required by law, ordinance, rule, 
regulation, code or order of any public body having jurisdiction must be performed by 
organizations acceptable to City and by the Design Professional if so specified. 
4.4.13.4 
Neither observations by City, the Design Professional nor inspections, tests or approvals by 
others will relieve Contractor from their obligations to perform the Work in accordance with 
the Agreement Documents.

General Conditions 
 
Revised: 7/20/22 
 
GC-16 of 75 
 
4.4.14 
Uncovering Work.  If any Work that is to be observed, inspected, tested or approved is 
covered without written concurrence of City, it must, if requested by City be uncovered for 
observation. Unless Contractor has given City timely notice of Contractor's intention to 
cover such Work and City has not acted with reasonable promptness in response to such 
notice, Contractor must furnish all necessary labor, material and bear all the expenses of 
such uncovering, exposure, observation, inspection and testing and of satisfactory 
reconstruction, including compensation for additional professional services, and an 
appropriate deductive Change Order will be issued. 
4.4.15 
In all cases of interconnection of its Work with existing or other Work, Contractor must verify 
at the Site all dimensions relating to such existing or other Work.  Any errors due to 
Contractor’s failure to so verify all such grades, elevations, locations or dimensions must 
be promptly rectified by Contractor without any increase in the Agreement Price. Any 
design errors or omissions noted by 
Contractor during this review must be reported 
promptly to City. 
4.4.16 
Contractor must establish and maintain all construction grades, lines, levels, and 
benchmarks, and will be responsible for accuracy and protection of same. This Work 
must be performed or supervised by a licensed civil engineer or surveyor in the State of 
Arizona. 
4.4.17 
Contractor must photograph all buried piping of greater than four (4) inches in diameter 
prior to backfill.   
4.4.18 
Contractor is responsible for the proper performance of the work of Subcontractors and any 
acts and omissions in connection with such performance. Nothing in the Agreement 
Documents is intended or deemed to create any legal or contractual relationship 
between City and any Subcontractor or Sub-Subcontractor, including but not limited to any 
third-party beneficiary rights. 
4.4.19 
Contractor must coordinate the activities of all Subcontractors. Contractor must 
coordinate performance of the Work with City’s Public Works & Utilities Department and 
other departments or agencies within City. The Design Professional and other contractors 
or parties involved in the Project. If City performs other work on the Project or at the Site with 
separate contractors under City’s control, Contractor agrees to cooperate and coordinate 
its activities with those of such separate contractors so that the Project can be completed 
in an orderly and coordinated manner without unreasonable disruption. 
4.4.20 
Contractor will not substitute or change any Subcontractor or Supplier without the prior 
written approval of City. Any substitute or replacement Subcontractor or Supplier must 
be required to meet the same qualifications and selection criteria and process as the 
original Subcontractor or Supplier. If a Subcontract/Supplier selection plan has been 
approved by City, Contractor will follow that plan unless otherwise approved by City in 
writing. 
4.4.21 
Contractor must not change or replace any members of its Project team, including 
Contractor’s Representative, Project Manager, or Superintendent, without an explanation for 
the change being given to City, and receiving prior written approval of the change from City, 
which approval will not be unreasonably withheld. 
4.4.22 
Subcontractors whose scope of work has a value greater than 15% of the total Agreement 
Price are required to furnish performance and payment bonds to Contractor, unless

General Conditions 
 
Revised: 7/20/22 
 
GC-17 of 75 
 
otherwise approved in writing by City. 
4.4.23 
Contractor must comply with MAG Specification § 108.2 (E) unless otherwise specified in 
Agreement Documents. 
4.5 
CONTROL OF THE PROJECT SITE 
4.5.1 
Throughout all phases of construction, including suspension of Work, Contractor must keep 
the Site reasonably free from debris, trash and construction wastes to permit Contractor to 
perform its construction services efficiently, safely and without interfering with the use of 
adjacent land areas. 
Prior to Final Acceptance of the Work, or a portion of the Work, 
Contractor must remove all debris, trash, construction wastes, materials, equipment, 
machinery and tools arising from the Work or applicable portions thereof to permit City 
to occupy the Project or a portion of the Project for its intended use. 
4.5.2 
Contractor must take whatever steps, procedures or means necessary to prevent dust 
nuisance due to construction operations. The dust control measures must be maintained 
at all times to the satisfaction of City and in accordance with the requirements of the 
Maricopa County Bureau of Air Pollution Control Rules and Regulations. 
4.5.3 
Contractor must maintain Americans with Disabilities Act (ADA) and American National 
Standards 
Institute (ANSI) accessibility requirements during construction activities, 
including 
without 
limitation compliance with the 2010 regulations governing 
implementation of the ADA to the extent applicable. 
ADA and ANSI accessibility 
requirements must include, but not be limited to, parking, building access, areas of refuge, 
and emergency exit paths of travel. Contractor i s  responsible for the coordination of all 
Work to minimize disruption to residents and the public. 
4.5.4 
Only materials and equipment used directly in the Work will be brought to and stored on the 
Site by Contractor. When equipment is no longer required for Work, it must be removed 
promptly from the Site. Protection of construction materials and equipment stored at the 
Site from weather, theft, damage and all other adversity is solely the responsibility of the 
Contractor. 
4.5.5 
Contractor agrees all persons working on the Site must act at all times in the best interest 
of the Project and will comply with all applicable rules and regulations reasonably set forth 
by City related to the Site. Notwithstanding the foregoing or anything in this Agreement to 
the contrary, City may remove from the Site any individual who City deems in their 
reasonable discretion to be creating a disturbance or causing any problem on the Site. 
4.5.6 
Contractor will be responsible to City for the acts and omissions of Contractor’s employees, 
Subcontractors and their agents and employees, and any other person performing any of 
the Work under an Agreement with Contractor, or claiming by, through or under Contractor, 
for all damages, losses, costs and expenses resulting from such acts or omissions. 
4.5.7 
City may conduct criminal, drive history, and all other requested background checks of 
Contractor and Subcontractor personnel performing Work or who have access to City’s 
information, data, or facilities in accordance with City’s current background check policies, 
or the provisions of the Project Specific Conditions. Any officer, employee or agent that 
fails to background check must be replaced immediately. 
4.5.8 
City will have a final authority, based upon security reasons: (i) to determine when

General Conditions 
 
Revised: 7/20/22 
 
GC-18 of 75 
 
security clearance of Contractor’s and Subcontractor’s personnel is required; (ii) to determine 
the nature of the security clearance, up to and including fingerprinting personnel; and 
(iii) to determine whether or not any individual or entity may provide Services or perform 
Work under the Agreement. 
4.5.9 
If City objects to any personnel for any reasonable cause, then Contractor must, upon notice 
from City, remove such individual from the Project. 
4.6 
PROJECT SAFETY 
4.6.1 
The Project and all Work performed in relation thereto is governed by applicable provisions 
of the federal laws, including but not limited to, the latest amendments of the following: 
a. Williams-Steiger Occupational Safety & Health Act of 1970, Public Law, 91-596. 
b. Part 1910 and Part 1926 – Occupational Safety and Health Standards, 
Chapter XVII of Title 29, Code of Federal Regulations. 
c. Part 1518 – Safety and Health Regulations for Construction, Chapter XIII of 
Title 29, Code of Federal Regulations. 
4.6.2 
Contractor is responsible for safety of the job Site for employees of Contractor as well 
as for members of the general public and others who may drive or walk through or be at 
the Site.  
4.6.3 
Contractor recognizes the importance of performing the Work in a safe manner so as to 
prevent damage, injury or loss to: (i) all individuals at the Site, whether working or visiting; 
(ii) the Work, including materials and equipment incorporated into the Work and stored On-
Site or Off-Site; and (iii) all other property at the Site or adjacent thereto, including trees, 
shrubs, lawns, walks, pavements, roadways, structures and utilities not designated for 
removal, relocation or replacement in the course of construction; and (iv) the owners or 
tenants of adjacent property and their patrons, employees and invitees. 
4.6.4 
Contractor assumes responsibility for implementing and monitoring all safety precautions 
and programs related to the performance of the Work. 
4.6.5 
Contractor must provide a “competent person’ as required by O.S.H.A regulations. The 
“competent person” must be identified at the Pre-Construction Conference with City 
advised in writing of any changes. 
4.6.6 
The “competent person” must make routine daily inspections of the Site and must hold 
weekly safety meetings with Contractor’s personnel, Subcontractors and others as 
applicable. 
4.6.7 
Contractor and Subcontractors must comply with all legal and regulatory requirements 
relating to safety, as well as any City specific safety requirements set forth in the Agreement 
Documents, provided that such City-specific requirements do not violate any applicable 
legal and regulatory requirements. 
4.6.8 
Contractor will immediately report in writing any safety-related injury, loss, damage or 
accident arising from the Work to Project Manager and, to the extent mandated by Legal 
Requirements, to all government or quasi-government authorities having jurisdiction over 
safety-related matters involving the Project or the Work.

General Conditions 
 
Revised: 7/20/22 
 
GC-19 of 75 
 
4.6.9 
Contractor’s responsibility for safety under this Section is not intended in any way to 
relieve Subcontractors and Sub-Subcontractors of their own contractual and legal 
obligations and responsibility for (i) complying with all Legal Requirements, including those 
related to health and safety matters, and (ii) taking all necessary measures to implement 
and monitor all safety precautions and programs to guard against injury, losses, damages 
or accidents resulting from their performance of the Work. 
4.6.10 
As between City and Contractor, Contractor is responsible to City for any and all the safety 
issues relating to the Work on the Project. Contractor must administer and manage the 
safety program. This will include, but not necessarily be limited to review of the safety 
programs of each Subcontractor. Contractor must monitor the establishment and 
execution of compliance with all applicable regulatory and advisory agency construction 
safety standards. Contractor’s responsibility for review, monitoring, and coordination of the 
Subcontractor’s safety programs will not extend to direct control over execution of the 
Subcontractors’ safety programs. Notwithstanding Contractor’s safety obligations to City, 
it is agreed and understood that each individual Subcontractor will remain controlling 
employer responsible for the safety programs and precautions applicable to its own work 
and the activities of other’s work in areas designated to be controlled by such Subcontractor 
for purposes of workers compensation insurance coverage. 
4.6.11 
Nothing in this agreement will relieve Contractor of his responsibility to maintain traffic, 
structures, etc., as noted on the Plans, Specifications, and Project Specific Conditions. 
Contractor is responsible to provide all necessary shoring, bracing and trench support as 
is necessary to maintain traffic structures, etc., as stipulated in the Plans, Specifications, and 
Special Provisions. If the stability of adjoining building, walls, roadways, etc., is endangered 
by Contractor’s excavation, shoring, bracing, or under pinning must be provided as 
necessary to ensure project safety. Cost for shoring, bracing, underpinnings, and trench 
support will be included in the appropriate items listed in the Agreement Price, and no 
additional payment will be made for this work. 
4.7 
MATERIALS QUALITY, SUBSTITUTIONS, AND SHOP DRAWINGS 
4.7.1 
Quality Control and Quality Assurance Testing. 
4.7.1.1 
All construction materials to be used or incorporated in the Project are subject to 
inspection, Quality Control & Quality Assurance Testing, and approval or rejection by City. 
Any material rejected by City must be removed immediately and replaced in an acceptable 
manner to City at no additional cost to City. When QC/QA tests indicate noncompliance 
with the Agreement Documents, retesting must be performed by the same testing 
laboratory that performed the tests that indicated noncompliance. 
4.7.1.2 
The Contractor must establish, provide, and maintain an effective Quality Control Testing 
Program (QCTP). The Contractor must develop his own program or procure the services of 
a consultant. In either case, the party performing the tests must be currently certified by the 
National Bureau of Standards in the National Voluntary Laboratory Accreditation Program 
(NVLAP) for construction 
services or the AASHTO Accreditation Plan (AAP) for Soils, 
Asphalt and Concrete. The Contractor must provide all support necessary to perform QC 
and QA testing and sampling (i.e. shoring for testing trench backfill, backhoes, motor 
graders, loaders, etc. to facilitate testing and sampling). The City will perform the QA testing. 
4.7.1.3 
The Contractor must submit a written QCTP to the City as a required submittal. The 
Contractor must not begin Work until the Quality Control Program has been reviewed and

General Conditions 
 
Revised: 7/20/22 
 
GC-20 of 75 
 
accepted by the City. Resumes of all personnel that will be associated directly or indirectly 
with the QCTP must be included. 
4.7.1.4 
The QCTP must include, but not be limited to, on-site/field and laboratory testing of all 
material delivered to the Site and any existing materials or conditions pertinent to the 
project. 
4.7.1.5 
All testing must be under the direction of a Professional Engineer registered in the State of 
Arizona, knowledgeable in Materials Testing. All “Test Report” forms must be stamped by 
said Engineer. 
4.7.1.6 
The written QCTP will set forth the responsibilities of the engineer, project manager, 
supervisory personnel and each technician assigned to this project. Substitutions or 
replacement of personnel must require prior written approval by the City. All personnel must 
be proficient within their assigned duties and possess certification(s) commensurate with 
their position and responsibilities. The minimum certification(s) for each technician must 
be NICET Level II, Arizona Technical Testing Institute, American Concrete Institute, or other 
nationally recognized program applicable to the project and approved by the City of 
Chandler. The written QCTP must include a description of the required field and 
construction materials laboratory tests, including required frequencies that meet the 
minimums established herein. 
4.7.1.7 
The Contractor must establish a system to record and report all material test results.  The 
daily test reports must include, but not be limited to: 
a. Test designation; 
b. Date of test; 
c. Name of tester; 
d. Location of test/sample (station and offset); 
e. Product suppliers and product codes (as applicable); 
f. 
Depth/elevation of test/sample; 
g. Test result; 
h. Control requirement(s); 
i. 
Cause of rejection (if applicable); 
j. 
Results of retests (if applicable); and 
k. Remedial action (if applicable). 
4.7.1.8 
The Contractor must submit test results to the designated City representative.   
4.7.1.9 
The Contractor must also submit a weekly report to the City summarizing the testing 
and construction activities completed by emailing the report to the email addresses noted 
above. All weekly reports must be submitted simultaneously to the Contractor and the 
City of Chandler. The report must include individual summary sheets for each utility line, 
structure, and portion of the pavement section. Cores must be numbered sequentially 
throughout the Project. Re-cores must reference the original core by number and must 
contain the averaged values for thickness and density. Total pavement thickness must be 
reported. Vertical location of tests for underground utilities must indicate the depth of the

General Conditions 
 
Revised: 7/20/22 
 
GC-21 of 75 
 
excavation at the location of the test (i.e., cut to flow line [if applicable], depth to bottom 
or top of pipe, etc.). Density tests must be numbered sequentially. If the minimum number 
of tests has not been performed per the written QCTP, this must be stated in the weekly 
summary report with an explanation of the circumstances. 
4.7.1.10 
The City will maintain a copy of the Project test results and weekly reports in the Project 
file. In cases where quality control activities do not comply with the Agreement provisions, 
the City may: 
a. Order the Contractor to replace ineffective or unqualified quality control 
personnel. 
b. Order the Contractor to stop operations until appropriate corrective action is 
taken. 
4.7.1.11 
Although minimum testing requirements are specified herein, the Contractor bears full 
responsibility for the quality of the materials and their installation and may elect to 
perform additional testing beyond the requirements set forth herein to ensure compliance. 
4.7.1.12 
The Quality Control requirements contained in this Section are in addition to and separate 
from Quality Assurance Testing, which will be performed by the City of Chandler or its 
representative. If the Quality Assurance test results are not in agreement with the Quality 
Control test results, the Contractor will have the option to retain a third party consultant for 
referee tests. The third party consultant must meet the same requirements as the 
consultant performing the Quality Control Testing. The results of the third party will be 
binding. All cost incurred by the referee testing will be the Contractor’s expense. If the 
Contractor elects not to retain a third party for referee testing, the City of Chandler test 
results will prevail. 
4.7.1.13 
Except as otherwise noted within this Section, Work or materials required by this Section are 
non- pay items. Per MAG Section 101, a non-pay item is an item of Work for which no 
separate payment will be made, the cost of which is to be included as an incidental cost 
for associated item(s) included on the Bid Schedule or Schedule of Values. 
4.7.2 
Trade Names and Substitutions. 
4.7.2.1 
Substitutions prior to bid will only be considered if in compliance with Arizona Revised 
Statute § 34-104. 
4.7.2.2 
Contractor, if requested by City, must submit Samples or any additional information that 
may be necessary to evaluate the acceptability of the substitution. 
4.7.2.3 
City will make the final decision and will notify Contractor in writing as to whether the 
substitution has been accepted or rejected. 
4.7.2.4 
If City does not respond within 15 working days, Contractor must continue to perform the 
Work in accordance with the Agreement Documents and the substitution will be considered 
rejected. 
4.7.3 
Shop Drawings. 
4.7.3.1 
Contractor must prepare and submit Shop Drawings which show details of all Work to insure 
proper installation of the Work using those materials and equipment specified under the 
approved Plans and Specifications.

General Conditions 
 
Revised: 7/20/22 
 
GC-22 of 75 
 
4.7.3.2 
Contractor must submit a schedule of Shop Drawing submissions, which avoids bulk 
submissions to the extent reasonably possible, with the Project Schedule for City approval.  
The schedule of Shop Drawing submissions must include all of the items for which Shop 
Drawings are required by the Agreement Documents, including the Specifications. Unless 
otherwise noted, Shop Drawings will not be required for items specified or detailed in 
the Uniform Standard Specifications and Details or the Technical Specifications.  
4.7.3.3 
Shop Drawings must be numbered consecutively for each Specification section and must 
accurately and distinctly present the following: 
a. All working and erection dimensions. 
b. Arrangements and sectional views. 
c. Necessary details, including complete information for making connections 
between work under this Agreement and work under other Agreements. 
d. Kinds of materials and finishes. 
e. Parts list and description thereof. 
4.7.3.4 
Each Drawing or page must include: 
a. Project Name, City of Chandler Project Number and descriptions. 
b. Submittal date and space for revision dates. 
c. Identification of equipment, product or material. 
d. Name of Contractor and Subcontractor. 
e. Name of Supplier and Manufacturer. 
f. 
Relation to adjacent structure of material. 
g. Physical dimensions clearly identified. 
h. ASTM and Federal Specifications references. 
i. 
Identification of and justification for deviations from the Agreement 
Documents. 
j. 
Contractor’s stamp, initialed or signed, dated and certifying the review 
of submittal, certification of field measurements and compliance with 
Agreement. 
k. Location at which the equipment or materials are to be installed. 
4.7.3.5 
Location will mean both physical location and location relative to other connected or 
attached material. City will return unchecked any submittal, which does not contain 
complete data on the Work and full information on related matters. 
4.7.3.6 
Stock or standard drawings will not be accepted for review unless full identification and 
supplementary information is shown thereon in ink or typewritten form. 
4.7.3.7 
Contractor must schedule, prepare and submit all Shop Drawings in accordance with a time-
table 
that will allow its suppliers and manufacturers sufficient time to fabricate, 
manufacture, inspect, test and deliver their respective products to the project Site in a 
timely manner so as to not delay the complete performance of the Work.

General Conditions 
 
Revised: 7/20/22 
 
GC-23 of 75 
 
4.7.3.8 
If the Shop Drawings show departures from the Agreement requirements, Contractor 
must make specific mention thereof in the Letter of Transmittal; otherwise review of such 
submittals by City will not constitute review of the departure. Review of the Drawings will 
constitute review of the specific subject matter for which the Drawings were submitted 
and not of any other structure, material, equipment, or apparatus shown on the Drawings. 
4.7.3.9 
The review of Shop Drawings will be general and will not relieve Contractor of responsibility 
for the accuracy of such Drawings, nor for the proper fitting and construction of the Work, 
nor for the furnishing of materials or Work required by the Agreement. No construction 
called for by Shop Drawings will be initiated until such Drawings have been reviewed and 
approved by City. 
4.7.3.10 
The procedure in seeking review of the Shop Drawings will be as follows: 
a. Contractor must submit complete sets of Shop Drawings and other 
descriptive data as specified in this Section. 
b. After Contractor’s submittal or resubmittal of Shop Drawings, if Contractor 
has submitted Shop Drawings in accordance with the City-approved 
submittal schedule, or upon resubmission, City will be provided with three 
(3) calendar weeks for review. Should City require additional review time 
above and beyond the three (3) calendar weeks, Contractor may ask for a 
time extension or monetary compensation, if they can present valid, factual 
evidence that actual damages were incurred by Contractor. City will 
determine 
the amount of the time extension or the monetary 
compensation to be awarded Contractor, if any, in accordance with City’s 
Policy Statement for Calculating Delays and Damages, Appendix 1. 
4.7.3.11 
Contractor will be responsible for all extra costs incurred by City caused by Contractor’s 
failure to comply with the procedure outline above. 
4.7.4 
Long Lead Time Items. Contractor must submit Shop Drawings, as required by the Engineer, 
on all long lead items to be furnished and installed as part of the project within 10 Days 
after the date of the executed Agreement letter issued by City. In addition, 
Contractor must order all long lead items to be furnished and installed as part of this 
Project within 3 Days after receiving approved Shop Drawings. For all long lead times for 
which Shop Drawings are not required, Contractor must order said long lead items within 
15 Days after the date of the executed Agreement letter issued by City. Within 2 Days 
after ordering long lead items, Contractor must supply copies of all purchase orders, 
along with an accurate delivery schedule from the supplier. 
4.7.5 
Construction Water. If Contractor uses water from City’s water system for construction 
water, Contractor must obtain a fire hydrant meter from City of Chandler Utility Services 
(480-782-2280) and all construction water must be obtained through the hydrant meter. 
Contractor must pay all fees related to the hydrant meter and all water bills for construction 
water. All cost for meters and construction water will be included in the Agreement Price. 
4.8 
PROJECT RECORD DOCUMENTS 
4.8.1 
During the construction period, Contractor must maintain at the jobsite a full-size set of 
prints of the Construction Document Drawings and Shop Drawings for Project Record 
Document purposes.

General Conditions 
 
Revised: 7/20/22 
 
GC-24 of 75 
 
4.8.2 
Contractor must mark these Drawings to indicate the actual installation where the installation 
varies from the original Construction Documents. Contractor must give particular attention 
to information on elements that will be concealed, which would be difficult to identify or 
measure and record later. Items required to be marked include but are not limited to: 
a. Dimensional changes to the Drawings. 
b. Revisions to details shown on Drawings. 
c. Locations and depths of underground utilities. 
d. Revisions to routing of piping and conduits. 
e. Actual equipment locations. 
f. 
Changes made by Change Order or Addendum. 
g. Details not on original Agreement Drawings. 
4.8.3 
Contractor must mark completely and accurately Project Record Drawing sets of 
Construction Documents. 
4.8.4 
Contractor must mark Project Record Drawings sets with red erasable colored pencil. 
4.8.5 
Contractor must note Request for Information (RFI) Numbers and Change Order numbers, 
etc., as required to identify the source of the change to the Construction Documents. 
4.8.6 
Contractor must submit Project Record Drawing sets and Shop Drawings to City or its 
representative for review and comment. 
4.8.7 
Upon receipt of the reviewed Project Record Drawings from City, Contractor must correct 
any deficiencies and omissions to the Drawings and submit the final original of the Project 
Record Drawings to City prior to Final Payment. 
4.8.8 
Project Manager will review the Project Record Drawings monthly prior to the date 
established for the Payment Request and will be the sole judge of acceptance of these 
Drawings. 
4.9 
WARRANTY AND CORRECTION OF DEFECTIVE WORK 
4.9.1 
Contractor warrants to City that the construction, including all materials and equipment 
furnished as part of the Work, will be new unless otherwise specified in the Agreement 
Documents, of good quality, and free of defects in materials and workmanship.  Contractor’s 
warranty obligation excludes defects caused by abuse, alterations, or unreasonable failure 
to maintain the construction by persons other than Contractor, subcontractors, or others 
under Contractor’s control.  Nothing in this warranty will limit any manufacturer’s warranty 
which provides City with greater warranty rights than set forth herein or in the Agreement.  
Contractor will provide City with all manufacturers’ warranties and operation and 
maintenance manuals upon substantial completion of the Work.  Contractor’s warranty 
must be for one (1) year, in accordance with MAG Specification § 108.8, and will commence 
for all portions of the Work upon Final Acceptance of the entire Work as determined by City 
under the Agreement.  All statutory or other warranties, express or implied, related to latent 
defects will remain in force and are not limited by this provision. 
4.9.2 
City May Stop the Work.  If the Work is defective, or Contractor fails to supply sufficient 
skilled workmen or suitable materials or equipment, City may order Contractor to stop the

General Conditions 
 
Revised: 7/20/22 
 
GC-25 of 75 
 
Work without cost to City, or any portion thereof, until the cause for such order has been 
eliminated; however, this right of City to stop the Work will not give rise to any duty on the 
part of City to exercise this right for the benefit of Contractor or any other party. 
4.9.3 
Correction or Removal of Defective Work. 
4.9.3.1 
If required by City, Contractor must promptly, without cost to City and as specified by City, 
either correct any defective Work, whether or not fabricated, installed or completed, or, if 
the Work has been rejected by City, remove it from the Site and replace it with non-defective 
Work. Contractor must correct any Work which may be displaced in correcting, removing or 
replacing defective Work. No compensation will be allowed Contractor for such removal, 
replacement or remedial Work.  Contractor must reimburse City for costs incurred by City 
due to such correction or removal including but not limited to additional expenses for 
inspection, testing or observation and for repeated reviews by the City or Design 
Professional.   
4.9.3.2 
Upon failure on the part of the Contractor to comply within a reasonably prompt time with 
any written order of City to correct or remove defective Work, City has authority to cause 
nonconforming materials or rejected Work to be remedied, removed, or replaced at the 
Contractor's expense and to deduct the costs from any moneys due or to become due the 
Contractor. 
4.9.4 
City May Correct Defective Work.  If Contractor fails within a reasonable time after written 
notice of City to proceed to correct defective Work or to remove and replace rejected Work 
as required by City or if Contractor fails to perform the Work in accordance with the 
Agreement Documents (including any requirements of the progress schedule), City may, 
after 7 Days' written notice to Contractor, correct and remedy any such deficiency.  To the 
extent necessary to complete corrective and remedial action, City may exclude Contractor 
from all or part of the Work, and suspend Contractor's services related thereto, take 
possession of Contractor's tools, appliances, construction equipment and machinery at the 
Site and incorporate in the Work all materials and equipment stored at the Site or for which 
City has paid Contractor, but which are stored elsewhere. Contractor must allow City, city 
representatives, agents and employees such access to the Site as may be necessary to 
enable City to exercise City’s rights under this Section.  All direct and indirect costs of City in 
exercising such rights will be charged against Contractor in an amount verified by City 
representative, and a Change Order will be issued incorporating the necessary revisions in 
the Agreement Documents and a reduction in the Agreement Price.  Such direct and indirect 
costs will include, in particular but without limitation, compensation for additional 
professional services required and all costs of repair and replacement of Work or others 
destroyed or damaged by correction, removal or replacement of Contractor's defective 
Work. Contractor will not be allowed an extension of the Agreement Time because of any 
delay in Contractor’s performance of the Work attributable to the exercise by City or City's 
rights hereunder. 
4.9.5 
Correction or Removal of Unauthorized Work. 
4.9.5.1 
Any Work done beyond the lines and grades shown on the Drawings or established by the 
Design Professional or any changes in, additions to, or deductions from the Work done 
without written authority will be considered as unauthorized and will not be paid for. Work 
so done may be ordered remedied, removed, or replaced at the Contractor's expense. 
4.9.5.2 
Upon failure on the part of the Contractor to comply promptly with any order of the City,

General Conditions 
 
Revised: 7/20/22 
 
GC-26 of 75 
 
City will have authority to cause unauthorized Work to be remedied, removed, or replaced 
at the Contractor's expense and to deduct the costs from any moneys due or to become 
due the Contractor. 
4.9.6 
Correction Period - One Year Guarantee. 
4.9.6.1 
If, within one year after the date of Final Acceptance, or such longer period of time as may 
be prescribed by law or by the terms of any applicable special guarantee required by the 
Agreement Documents, or by any specific provision of the Agreement Documents, any Work 
is found to be defective, Contractor must promptly, without cost to City and in accordance 
with City's written instructions, either correct such defective Work, or, if it has been rejected 
by City, remove it from the Site and replace it with non-defective Work. If Contractor does 
not promptly comply with the terms of such instructions, or in an emergency where delay 
would cause serious risk of loss or damage, City may have the defective Work corrected or 
the rejected Work removed and replaced, and all direct and indirect costs of such removal 
and replacement, including compensation for additional professional services, must be paid 
by Contractor. Such action by the City will not relieve the Contractor of the guarantees 
required by this Section or elsewhere in the Agreement Documents.  
4.9.6.2 
If, in the opinion of the City, defective Work creates a dangerous condition or requires 
immediate correction or attention to prevent further loss to the City or to prevent 
interruption of operation of the City, the City will attempt to give the notice required by this 
Section.  If the Contractor cannot be contacted or does not comply with the City's request 
for correction within a reasonable time as determined by the City, the City may, 
notwithstanding the provisions of this Section, proceed to make such correction or provide 
such attention; and the costs of such correction or attention will be charged against the 
Contractor.  Such action by the City will not relieve the Contractor of the guarantees 
required by this Section or elsewhere in the Agreement Documents. 
4.9.6.3 
This Section does not in any way limit the guarantee on any items for which a longer 
guarantee is specified or on any items for which a manufacturer or supplier gives a 
guarantee for a longer period. The Contractor agrees to act as co-guarantor with such 
manufacturer or supplier and must furnish the City all appropriate guarantee or warranty 
certificates upon completion of the Project.  No guarantee period, whether provided for in 
this Section or elsewhere, will in any way limit the liability of Contractor or their sureties or 
insurers under the indemnity or insurance provisions of these General Conditions and the 
Project Specific Special Conditions. 
4.9.7 
Acceptance of Defective Work. 
4.9.7.1 
If, instead of requiring correction or removal and replacement of defective Work, City may 
accept Work when in the best interest of the City to do so with appropriate monetary credit 
from Contractor.  If any such acceptance occurs prior to final payment, a Change Order will 
be issued incorporating the necessary revisions in the Agreement Documents, including 
appropriate reduction in the Agreement Price; or, if the acceptance occurs after final 
payment, an appropriate amount must be paid by Contractor to City. 
4.9.7.2 
Alternatively, City may require Contractor to furnish at Contractor's expense, a special 
performance guarantee or other surety prior to acceptance of defective work. 
4.9.8 
The Warranty period begins on the Final Acceptance date noted in the Certificate of 
Completion, irrespective of early completion by some Subcontractors of their work.

General Conditions 
 
Revised: 7/20/22 
 
GC-27 of 75 
 
4.9.9 
Contractor’s warranty obligation must be in accordance with MAG Specifications. 
4.9.10 
Nothing in the warranties contained in the Agreement Documents are intended to limit any 
manufacturer’s warranty which provides City with greater warranty rights than set forth 
in this Section or the Agreement Documents. Contractor must provide City with all 
manufacturers’ warranties 
prior to Substantial Completion, if applicable, or Final 
Acceptance. 
4.9.11 
Contractor agrees that it will be responsible to manage and administer the correction of any 
Work that is not in conformance with the Agreement Documents during the warranty 
periods set forth in this Section, or during any longer periods to the extent required by the 
Agreement Documents. A progress payment, or partial or entire use or occupancy of the 
Project by City, will not constitute acceptance of Work not in accordance with the Agreement 
Documents. 
4.9.12 
When notified of a warranty issue, Contractor must respond in writing within 48-hours and 
must perform warranty Work as soon as material for said repairs are available (as judged 
solely by City), and in any event Contractor must, take immediate steps to commence and 
complete correction of nonconforming Work no later than the time period set forth in 
City’s written notification in accordance with the Agreement Documents. This includes the 
correction, removal or replacement of the nonconforming Work and any damage caused 
to other parts of the Work affected by the nonconforming Work. If defects develop which 
are determined by City to be an emergency, City will notify Contractor, via the most 
expeditious means regarding the nature and condition of the defects. In turn, Contractor 
must immediately dispatch necessary forces to correct the defect or the emergency 
condition in accordance with Agreement Documents. 
4.9.13 
The time periods referenced in this Section apply only to Contractor’s obligation to 
correct nonconforming Work and is not intended to constitute a period of limitations for any 
other rights or remedies that City may have regarding Contractor’s other obligations under 
the Agreement Documents. 
4.9.14 
Without limiting the foregoing or anything in these General Conditions or the Agreement 
to the contrary, Contractor must obtain and provide to City all warranties for any portion 
of the Project offered by the manufacturer, installer or provider thereof. City and the user 
of the facility will have the right to the full value and benefit of all such warranties. 
Contractor must ensure all such warranties are fully transferrable to facilitate the full value 
of this Section. 
4.9.15 
Contractor’s warranty excludes damages or defects caused by abuse, alterations to the Work 
not executed by or through Contractor, improper or insufficient maintenance, improper 
operation, or normal wear and tear and normal usage. 
4.9.16 
In the event of any noncompliance with this entire Section 4, City may require Contractor to 
stop or suspend the Work in whole or in part. 
 
SECTION 5 - CITY RESPONSIBILITIES 
5.1 
CITY PROJECT MANAGER AND INSPECTORS 
5.1.1 
Project Manager is responsible for providing City-supplied information and approvals in a 
timely manner to assist Contractor to fulfill its obligations under the Agreement Documents.

General Conditions 
 
Revised: 7/20/22 
 
GC-28 of 75 
 
5.1.2 
Project Manager will also provide Contractor with prompt notice when it observes any 
failure on the part of Contractor to fulfill its contractual obligations, including any default 
or defect in the Project or non-conformance with the Drawings and Specifications. 
5.1.3 
City may utilize Field Inspectors to assist Project Manager during construction in 
observing performance of Contractor. City’s use of Inspectors is for the purpose of assisting 
Project Manager. 
5.1.4 
The Inspectors are authorized to inspect all Work and materials furnished. Such inspections 
may extend to all or part of the Work and to preparation, fabrication or manufacture of the 
materials to be used.  The Inspectors have the authority to issue instructions contrary to 
the Construction Documents if approved and coordinated with the directions of Project 
Manager. 
5.1.5 
The Inspectors have the authority to reject work or materials until any questions at issue can 
be decided by Project Manager. 
5.1.6 
The use of Inspectors by City will not make City responsible for or give City control 
over construction means, methods, techniques, sequences or procedures or for safety 
precautions or programs or responsibility for Contractor’s failure to perform the Work in 
accordance with Agreement Documents. The Inspectors are not authorized to direct any of 
Contractor’s activities, employees or Subcontractors. 
5.2 
DESIGN PROFESSIONAL SERVICES 
City may contract separately with one or more Design Professionals to provide 
construction administration of the Project. The Design Professional’s Agreement, as well as 
other firms hired by City may be furnished to Contractor. Contractor does not have the right 
to limit or restrict or reject any Agreement modifications that are mutually acceptable to City 
and Design Professional. 
5.3 
 CIT Y ’S SEP AR AT E CONT R ACT ORS 
City is responsible for all work performed on the Project or at the Site by separate 
contractors retained by City. City will contractually require its separate contractors to 
reasonably cooperate with, and reasonably coordinate their activities so as not to interfere 
with Contractor in order to enable Contractor to timely complete the Work consistent with 
the Agreement Documents. Contractor must immediately notify the Project manager, 
and address the matter in the next monthly status report, if any activities of such separate 
contractors are expected to interfere, or are interfering, with Contractor and such 
interference will or could result in any delay in Contractor’s performance of the Work. 
5.4 
PERMIT REVIEW AND INSPECTIONS 
5.4.1 
If requested by Contractor, Project Manager will provide assistance and guidance in 
obtaining necessary reviews, permits and inspections. 
5.4.2 
The regulating agencies of City, such as Development and Sustainability, Fire and 
Planning Departments, enforce legal requirements. The enforcement activities of City are 
independent and separate from this Agreement. 
5.5 
PLANS AND SPECIFICATIONS TO THE CONTRACTOR.   
Contractor will be provided up to five copies of the Agreement Documents as are 
reasonably necessary for the execution of the Work.  Additional copies will be furnished,

General Conditions 
 
Revised: 7/20/22 
 
GC-29 of 75 
 
upon request, at the cost of reproduction.   
 
SECTION 6 - AGREEMENT TIME 
6.1 
AGREEMENT TIME 
6.1.1 
The Agreement Time will start with the Notice to Proceed (“NTP”) and end with Final 
Acceptance.  
6.1.2 
Beginning on the date of the NTP, Contractor must begin to fulfill Contractor’s obligations 
under the Agreement. Contractor’s obligations include providing City and other 
agencies with any submittals required by the Project Specific Special Provisions, including 
but not limited to, an approved Project Schedule, Traffic Control Plans, and a Stormwater 
Pollution Prevention Plan. Contractor must submit all such required submittals before 
any physical construction work commences on the Site. NTP does not authorize 
construction work until all a greement insurance, bonds, and schedules are submitted to 
and accepted by the City. 
6.1.3 
The Agreement Time will be as set forth in the Project Schedule. Contractor agrees that 
it will commence performance of the Work and complete the Project through both 
Substantial Completion and Final Acceptance within the Agreement Time. 
6.1.4 
Time is of the essence of this Agreement, for the Project, for the Work, and for each phase 
and designated Milestone thereof. 
6.1.5 
Failure of Contractor to perform any covenant or condition contained in the Agreement 
Documents within the time periods specified herein, will constitute a material breach of this 
Agreement entitling City to terminate the Agreement unless Contractor applies for and 
receives an extension of time, in accordance with the procedures set forth in the Agreement 
Documents. 
6.1.6 
Failure of City to insist upon the performance of any covenant or condition within the time 
periods specified herein, will not constitute a waiver of Contractor’s duty to perform every 
other covenant or condition within the designated periods, unless a specific waiver is 
granted in writing for each such covenant or condition. 
6.1.7 
City’s agreement to waive a specific time provision or to extend the time for performance 
will not constitute a waiver of any other time provisions contained in the Agreement 
Documents.  Failure of Contractor to complete performance promptly within the additional 
time authorized in the waiver or extension of time agreement constitutes a material breach 
of this Agreement entitling City to all the remedies set forth herein or provided by law. 
6.2 
PROJECT SCHEDULE 
6.2.1 
The Project Schedule must be in Microsoft Project standard file format, must be updated and 
maintained throughout the Agreement Time, and must contain the following: 
6.2.1.1 
Detailed representation of all activities for the project, both on-site construction and major 
procurement.  All significant activities together with the resource loading requirements for 
each and all items appearing on the schedule of values or bid schedule for progress 
payments must be shown on the Project Schedule or in attached transmittal letter as 
described in Section 6.2.8.

General Conditions 
 
Revised: 7/20/22 
 
GC-30 of 75 
 
6.2.1.2 
Dependencies between activities must be indicated so that it may establish as to the effect 
the progress of any one activity would have on other activities and on the Schedule. 
6.2.1.3 
Activities for submission, review, and approval of all required submittals. 
6.2.1.4 
An amount of time will be established prior to the final completion date for “punch list and 
cleanup”.  No other activities will be scheduled during this period.  Punch list and cleanup 
must be shown on the Project Schedule and must be entirely completed prior to the 
expiration of the Agreement Time. 
6.2.2 
Within 10 Days of receipt of City’s comments, Contractor must make all required 
corrections, adjustments, and additions to complete the Project Schedule and resubmit to 
City for review.  City’s review of and response to the Project Schedule is for the purpose of: 
(1) City planning and staffing for the Project as may be required from time to time; (2) 
ensuring Contractor’s general conformance with the scheduling requirements of the 
Agreement Documents and completion of the Project within the Agreement Time; and (3) 
monitoring and evaluating the construction status for purposes of approving monthly 
progress payments. Acceptance of a submitted schedule by City should in no way be 
construed as an affirmation or admission that the schedule is reasonable or workable by 
Contractor. The responsibility for completing the Work on the Project within the 
Agreement Time remains the obligation of Contractor. City’s review  does not relieve 
Contractor from compliance with the requirements of the Agreement Documents or 
be construed as relieving Contractor of its complete and exclusive control over the 
means, methods, sequences and techniques for executing the work. 
6.2.3 
The Project Schedule must show milestones, including milestones for City-furnished 
information, and must include activities for City-furnished material and construction by 
other contractors when those activities are interrelated with Contractor activities. 
6.2.4 
The Project Schedule must be revised as required by conditions and progress of the Work, 
but such revisions do not relieve Contractor of its obligations to complete the Work 
within the Agreement Time, as adjusted in accordance with the Agreement Documents. 
No modification to the Agreement Documents or the Agreement Time will be effective 
unless approved in advance by City. 
6.2.5 
For all items of materials and equipment that are critical or may require long lead times to 
acquire, the Project Schedule must show dates for submission, review and approval of 
submittals, ordering, and delivery. 
6.2.6 
An updated Project Schedule must be submitted monthly to City as part of the Payment 
Request. The monthly submittal must include one full size plot of the entire schedule and 
one electronic copy containing the schedule in Microsoft Project standard file format. In 
addition, Contractor must, upon request by City, provide a copy of all submitted schedule 
data in electronic 
format which must be clearly labeled with the Project description, 
scheduling program name and version number, and schedule print/data date. 
6.2.7 
Contractor must provide City with a monthly status report with each Project Schedule 
detailing the progress of the Work, including: (i) if the Work is proceeding according to 
schedule, (ii) any discrepancies, conflicts, or ambiguities found to exist in the Agreement 
Documents that require resolution, and (iii) other information detailing items that require 
resolution so as not to jeopardize the ability to complete the Work in the Agreement Time.

General Conditions 
 
Revised: 7/20/22 
 
GC-31 of 75 
 
6.2.8 
With each Project Schedule submittal, Contractor must include a transmittal letter 
including the following: 
a. Description of problem tasks, referenced to field instructions or requests 
for information (RFI’s), as appropriate. 
b. Current and anticipated delays including: 
(i) 
Cause of the delay. 
(ii) 
Corrective action and schedule adjustments to correct the delay. 
(iii) 
Known or potential impacts and their delay on other activities, 
milestones, and their impact on the Substantial Completion and 
Final Acceptance dates. 
(iv) 
Changes in construction sequence. 
c. Pending items and status thereof including but not limited to: 
(i) Time Extension requests; 
(ii) 
Substantial Completion date status; 
(iii) 
Final Acceptance date status. 
d. If ahead of schedule, the number of calendar Days ahead. 
e. If behind schedule, the number of calendar Days behind. 
f. 
Other Project or scheduling concerns. 
6.2.9 
Critical Path Method (CPM). 
6.2.9.1 
Unless otherwise specified in the Agreement, the Project Schedule must include a Critical 
Path 
Method (CPM) diagram schedule showing the sequence of activities, the 
interdependence of each activity and identifies the Critical Path. 
6.2.9.2 
The CPM diagram schedule must be in calendar Days and indicate duration, earliest and 
latest start and finish dates for all activities, and total Float Times for all activities except 
critical activities. The CPM diagram must be presented in a time scaled graphical format for 
the Project as a whole. 
6.2.9.3 
The CPM diagram schedule must indicate all relationships between activities. 
6.2.9.4 
The activities making the Project Schedule must contain sufficient detail to assure that 
adequate planning has been done for proper execution of the Work and such that it provides 
an appropriate basis for monitoring and evaluation the progress of the Work. Individual 
activities must not exceed 30 Days in length, in most cases. 
6.2.9.5 
The CPM diagram schedule must be based upon activities, which coincide with the Schedule 
of Values. 
6.2.9.6 
The CPM diagram schedule must show all submittals associated with each work activity and 
the review time for each submittal. 
6.2.10 
Float Time. 
6.2.10.1 
The total Float Time within the overall schedule is for the exclusive use of City, but City 
may approve Contractor’s use of Float as needed to meet Agreement Milestones and

General Conditions 
 
Revised: 7/20/22 
 
GC-32 of 75 
 
the Project completion date. 
6.2.10.2 
Contractor will not be allowed to sequence, hide, or reallocate Float Time through 
such strategies, as extending activity duration estimates to consume available Float, using 
preferential logic, or using extensive crew/resource sequencing, tec. No time extensions 
will be granted nor delay damages paid until a delay occurs which extends the Work beyond 
the Agreement Time. 
6.2.11 
City-Caused Delays.  City-caused delays on the Project, if any, may be offset by City-caused 
time savings (i.e., Critical Path submittals returned in less time than allowed by the 
Agreement, approval of substitution requests and credit changes which result in savings of 
time to Contractor, etc.) In such an event, Contractor will not be entitled to receive a time 
extension or delay damages until all City-caused time savings are exceeded and the 
Agreement Time is also exceeded. 
6.2.12 
Rain-Related Delays.  Contractor is required, in preparing the Project Schedule to take into 
account all relevant weather conditions, including normal rainfall and distribution. No 
additional compensation will be given for any rain-related delays or impacts on the Work 
or the Project Schedule. No time extension will be granted in the Project Schedule unless 
the rainfall during the construction of Work is unusually severe, was not reasonably 
anticipated, and the total rainfall was significantly in excess of the normal rainfall for the 
Project Site location. Normal rainfall for the Project will be determined from the 10-year 
average rainfall for the Site as measured by the National Oceanic and Atmospheric 
Administration or comparable source of reliable information for rainfall in Chandler, 
Arizona. In addition, the excessive rainfall must have actually impacted Work activities on 
the Critical Path and caused delay beyond any remaining Float at the time of the rain- caused 
delay. The burden of documenting normal rainfall, the excessive rainfall and the impact on 
Critical Path activities is on Contractor. All other provisions in the Agreement Documents 
relating to claims, including without limitation notice requirements, apply to any claim by 
Contractor for a rain delay. 
6.2.13 
City’s “Policy Statement for Calculating Delays and Damages,” Appendix 1 to these 
General Conditions, will apply to all claims of delay and delay damages. 
6.2.14 
Force Majeure.  If Contractor is delayed or prevented from the performance of any Work 
required under this Agreement by reason of acts of God or other causes beyond the control 
and without fault of Contractor (financial inability excepted), performance of that Work will 
be excused, but only for the period of the delay.  The time for performance of the Work will 
be extended for a period equivalent to the period of delay. In addition, the parties agree if 
Contractor’s delayed or suspended performance directly arises out of or directly results 
from the COVID-19 pandemic, Contractor’s delayed or suspended performance may be 
excused as set forth in this clause. Provided, however; Contractor must give the City written 
notice within 30 days of the occurrence of the event giving rise to COVID-19 pandemic 
related delayed or suspended performance. For COVID-19 pandemic related delay or 
suspended performance, the parties must agree in writing to the length of the excused 
delay or suspended performance. Further, Contractor must obtain the City’s written 
approval to use any allowance established as part of the project for delays and costs related 
to the COVID-19 pandemic. 
6.3 
SUBSTANTIAL COMPLETION 
6.3.1 
When Contractor considers that the Work, phase or a portion thereof, which City agrees in

General Conditions 
 
Revised: 7/20/22 
 
GC-33 of 75 
 
writing to accept separately, is substantially complete, City will prepare and submit to 
Contractor a comprehensive Punch List of items to be completed or corrected prior to Final 
Acceptance and Final Payment. Failure to include an item on such Punch List does not alter 
the responsibility of Contractor to complete all Work in accordance with the Agreement 
Documents. 
6.3.2 
Upon receipt of Contractor’s Punch List, Project Manager will make an inspection to 
determine whether the Work or designated portion thereof is substantially complete. 
Project Manager may, at Project Manager’s sole option, be assisted in such inspection by 
the Design Professional for the Project. If the inspection by the Project Manager discloses 
any item, whether or not included on Contractor’s Punch List, which is not sufficiently 
completed in accordance with the Agreement Documents so that City can occupy or utilize 
the Work, phase or designated portion thereof for its intended use, Contractor must, 
before issuance of the Certificate of Substantial Completion, complete or correct such 
item upon notification by Project Manager. In such case, Contractor must then submit a 
request for another inspection by Project Manager to determine Substantial Completion. 
6.3.3 
Certificate of Substantial Completion. 
6.3.3.1 
The Project Manager will not issue a Certificate of Substantial Completion unless and until 
the Work (or separable units or Phases as provided in the Agreement Documents) is 
essentially and satisfactorily complete in accordance with the Agreement Documents, such 
that the Project is ready for use by City for its intended purpose, opening to the general 
public, full occupancy or use by City (including, without limitation, all separate units, or 
rooms, facilities, access, income-generating areas, and all areas serving the general public, 
as applicable, must be ready for full-operation 
without material inconvenience or 
discomfort), including, to the extent applicable to the Work, the following: all materials, 
equipment, systems, controls, features, facilities, accessories and similar elements are 
installed in the proper manner and in operating condition, inspected and approved; 
surfaces have been painted; masonry and concrete cleaned with any sealer or other finish 
applied; utilities and systems connected and functioning; site work complete; permanent 
heating, 
ventilation, air condition, vertical transportation and other systems properly 
operating with proper controls; lighting and electrical systems installed, operable and 
controlled; paving completed, signage installed, and other Work as applicable, has 
been performed to a similar state of essential and satisfactory completion. A minor 
amount of Work, as determined by and at the discretion of the Project Manager, such 
as installation of minor accessories or items, a minor amount of painting, minor 
replacement of defective work, minor adjustment of controls or sound 
systems, or 
completion or correction of minor exterior work that cannot be completed as a result of 
weather conditions, will not delay determination of Substantial Completion. If prior 
written approval is obtained from City for purposes of Substantial Completion, specified 
areas of the entire Work or Project may be individually certified as Substantially 
Complete. In no event will Substantial Completion be deemed to have occurred unless 
and until: (i) a temporary certificate of occupancy has been issued by the appropriate 
Governmental Authorities (as applicable) and (ii) all terms and Work required under this 
Agreement have been fulfilled by Contractor and same will have also been approved and 
accepted by City, subject only to the Punch List items. 
6.3.3.2 
If requested by City, Contractor must complete and turn-over to City the Project on a phased 
basis. Each phase will have a separate inspection by the Project Manager, a Punch List 
generated, and then an inspection by City with final approval and acceptance only after the

General Conditions 
 
Revised: 7/20/22 
 
GC-34 of 75 
 
Project Manager’s Punch List. 
6.4 
PARTIAL UTILIZATION 
6.4.1 
City at City’s option may use and occupy any substantially completed parts of the Work 
which has specifically been identified in the Agreement Documents, or which City, the 
Design Professional and Contractor agree constitutes a separately functioning and usable 
part of the Work that can be used by City for its intended purpose, without significant 
interference with Contractor’s performance of the remainder of the Work, provided, 
however, if the portion of the Work to be used or occupied has not been found to be 
substantially complete, City must do so in accordance with Section 6.3 prior to such 
occupancy.   
6.4.2 
In lieu of the issuance of a Certificate of Substantial Completion as to part of the Work, City 
may take over operation of a facility constituting part of the Work whether or not it is 
substantially complete if such facility is functionally and separately usable; provided that 
prior to any such takeover, City and Contractor agree in writing as to the division of 
responsibilities between City and Contractor for security, operation, safety, maintenance, 
correction period, heat, utilities and insurance with respect to such facility. 
6.4.3 
Substantial Completion of or City's beneficial occupancy of a part of the Project will not alter 
the fact that the one-year warranty for the whole Project starts at the date of Final 
Completion of the whole Project. 
6.5 
FINAL ACCEPTANCE 
6.5.1 
Unless otherwise expressly agreed to in writing by City, Final Acceptance must be obtained 
by no later than 30 Days (60 Days for federally funded agreements) after the date of Substantial 
Completion. Failure to timely obtain Final Acceptance will be a material breach of the 
Agreement. 
6.5.2 
Upon receipt of written notice that the Work is ready for final inspection and acceptance, City 
and Contractor will jointly inspect to verify that the remaining items of Work have been 
completed. There will be no partial acceptance. Final Acceptance will not occur until all 
items of Work, including Punch List Items, have been completed to City’s satisfaction as 
reflected in the written Final Acceptance. 
6.5.3 
Final Payment will not be due, owing, or paid by City until Final Acceptance is issued. 
6.5.4 
Landscape Establishment Period. Unless otherwise expressly agreed to in writing by City, the 
Landscape Establishment Period will begin on the date of Final Acceptance of the Project and 
will run 90 Calendar Days thereafter. Landscape Establishment Period requirements are 
detailed in General Conditions Appendices, attached herein. 
6.6 
CONTINUATION OF WORK 
6.6.1 
Permitting Contractor to continue and finish the Work or any part of it after the time fixed 
for its completion (whether milestone, phase, Substantial Completion or Final Acceptance) 
or after the date to which the time fixed for any completion may have been extended, does 
not operate as a waiver by City of any rights under the Agreement Documents, law or equity. 
6.6.2 
Furthermore, the timely completion of the Work being of the utmost importance under 
this Agreement, notwithstanding the existence of one or more disputes between the parties

General Conditions 
 
Revised: 7/20/22 
 
GC-35 of 75 
 
concerning the scope of the Work, the Project Schedule, Agreement Time, payments or any 
other matter, and further notwithstanding a party’s invocation of the Dispute Resolution 
provisions specified in Appendix 6  of these General Conditions, unless City suspends 
the Agreement or Contractor’s performance pursuant to Section 10 of these General 
Conditions, Contractor will continue to prosecute the Work, including any Change Order 
work or Extra Work Orders, in a diligent and timely manner and not stop, slow down or 
impede by action or inaction the progress of the Work, including commencing performance 
of and thereafter completing any additional work called out in any Change Order or Extra 
Work Order issued by Project Manager with the approval of City, so long as City makes 
payment to Contractor in accordance with Section 8 of these General Conditions. 
 
SECTION 7 - AGREEMENT PRICE 
7.1 
UNIT PRICE AGREEMENTS 
7.1.1 
The Agreement Price for all Unit Price Agreements will be the amount set forth in the 
Agreement or Change Order multiplied by the verified quantity provided. 
7.1.2 
Measurements of quantities to determine the total Agreement Price must be in accordance 
with MAG Specification §§ 109.1 and 109.2. 
7.1.3 
The Unit Price may only be changed as set forth in Section 9 below. 
7.2 
CHANGE ORDERS 
7.2.1 
Unit Price Change Orders.  The Change Order Price for all Unit Price Change Orders will be 
the amount set forth in the Change Order multiplied by the verified quantity provided. 
7.2.2 
Measurements of quantities to determine the total Change Order Price must be in 
accordance with MAG Specifications §§ 109.1 and 109.2. 
7.2.3 
The Unit Price may only be changed as set forth in Section 9 below. 
 
7.2.4 
MAG Specification § 109.4.1 is modified as follows: Before § 109.4.1, the following is added:  
Any deduction or increase in the Agreement Price must be supported by a signed, 
written Change Order fully executed by City, and supported by such backup as the Project 
Manager may require.  
7.3 
SALES TAX 
Contractor is required to pay all applicable sales tax in accordance with the law of the state of 
Arizona and this cost must be included in all Agreement Prices.  When equipment, materials 
or supplies generally taxable to Contractor are eligible for a tax exemption due to the nature 
of the Project, Contractor must assist City in applying for and obtaining such tax credits and 
exemptions which will be paid or credited to City.   
 
SECTION 8 - PAYMENT 
8.1 
PAYMENT FOR CONSTRUCTION SERVICES 
8.1.1 
Payment for the Work will be made in accordance with MAG Standard Specification § 109 
as amended below.  
8.1.2 
Contractor must submit to City for review a completed Contractor Payment Request signed

General Conditions 
 
Revised: 7/20/22 
 
GC-36 of 75 
 
by Contractor, covering the Work completed as of the date of the Request and accompanied 
by such supporting documentation as is required by the Agreement Documents and also 
as City may reasonably require.  A Contractor Payment Request will not be considered 
complete unless it is accompanied by an updated Project Schedule and a certification that 
the on-site, red lined, as built Drawings are up to date.  If payment is requested on the basis 
of materials and equipment not incorporated in the Work but delivered and suitably, 
securely stored at the Site or at another location (such as a bonded warehouse) agreed to 
in writing, the Contractor Payment Request must also be accompanied by such data, 
satisfactory to City, as will establish City's title to the material and equipment and protect 
City's interest therein, including applicable insurance. Each subsequent Contractor Payment 
Request must include an affidavit of Contractor stating that all previous progress payments 
received on account of the Work have been applied to discharge in full all of Contractor's 
obligations reflected in prior Contractor Payment Requests.  
8.1.3 
Except for Work performed under a JOC Agreement, the Contracting Agency will retain 10 
percent of all estimates as a guarantee for complete performance of the Agreement in 
accordance with Arizona Revised Statutes Section 34-221 or 34-607.  The Contractor may 
elect to deposit securities in lieu of retention in accordance with Arizona Revised Statutes 
Section 34-221, Paragraph C.5. or 34-607, Paragraph B.5. 
8.1.4 
The payment process functions as follows: Prior to the payment cycle date, Contractor must 
send a draft Contractor Payment Request to Project Manager.  The Project Team will review 
the Request and agree upon any necessary adjustments.  Contractor must certify the final 
Request by signing and returning to Project Manager. 
8.1.5 
When construction of the Project is fifty percent (50%) completed, Contractor may 
request payment of one-half of the retention pursuant to A.R.S. § 34-609(B)(3), subject to all 
of City’s rights to withhold or offset payments, and other rights of City, under the Agreement. 
8.1.6 
City reserves the right under A.R.S. § 34-609(B)(3) to reinstate the ten percent (10%) retention 
if City determines that satisfactory progress is not being made. 
8.1.7 
Contractor’s Warranty of Title. 
8.1.7.1 
Contractor warrants and guarantees that title to all Work, materials and equipment covered 
by any Contractor Payment Request, whether incorporated in the Project or not, will pass 
to City at the time of payment, free and clear of all liens, claims, security interests, and 
encumbrances, provided that this will not preclude the Contractor from installing metering 
devices or other equipment of utility companies or municipalities, the title of which is 
commonly retained by the utility company or municipality. 
8.1.7.2 
No materials, supplies, or equipment for the Work under this Agreement will be purchased 
subject to any chattel mortgage or under a conditional sale contract or other agreement by 
which an interest therein, or any part thereof, is retained by the seller or supplier. 
8.1.7.3 
Nothing contained in this Section will defeat or impair the right of such persons furnishing 
materials or labor under any bond given by the Contractor for their protection, or any right 
under any law permitting such persons to look to funds due the Contractor in the hands of 
the City. The provisions of this Section must be inserted in all subcontracts and material 
agreements, and notices of its provision must be given to all persons furnishing materials 
for the Work when no formal agreement is entered into for such materials.

General Conditions 
 
Revised: 7/20/22 
 
GC-37 of 75 
 
8.2 
PAYMENT UPON SUBSTANTIAL COMPLETION 
8.2.1 
No payment will be made upon Substantial Completion, except for a regularly-scheduled 
monthly progress payment, as allowed by Section 8.2.2. 
8.2.2 
No further payments will be made to Contractor until Final Acceptance. 
8.3 
FINAL PAYMENT 
8.3.1 
Subject to all of City’s rights to withhold or offset payment, and other rights under the 
Agreement, Final Payment including remaining retainage will be paid only after: 
a. Work has been fully completed (including completion of all incorrect or 
incomplete work items) and the written Final Acceptance has been issued by 
City; 
b. Necessary operating manuals, any excess materials and supplies necessary 
for matching materials and supplies incorporated into the Work, 
acceptable sewer video results (if applicable), and complete “as-built” 
Drawings (including the Building Information Model, if required by the 
Agreement Documents) have been delivered to City, as specified in this 
Section 8.3; 
c. Full and unconditional lien waivers and releases by Contractor and any 
person performing labor or supplying material, machinery, fixtures, or tools 
for the Work have been delivered to Contractor; 
d. All conditions and requirements imposed by City or any financing entity 
for the corresponding disbursement have been met; and 
e. Contractor delivers to City a Contractor Payment Request requesting Final 
Payment. 
8.3.2 
Contractor must also submit a signed copy of Contractor’s Affidavit Regarding Settlement 
of Claims, Appendix 3 to these General Conditions, and Certificate of Completion, Appendix 7 
to these General Conditions, prior to Final Payment. 
8.3.3 
In addition, if required under the Project Specific Special Provisions, Contractor must 
compile a complete equipment list and maintenance manual to be submitted to City 
as a precondition to Final Payment. The list must include the following items for all 
equipment supplied under the Plumbing, Electrical, Air Conditioning, Elevator, and other 
Special Equipment Specifications: 
a. Name, Model and Manufacturer. 
b. Complete parts lists and Drawings. 
c. Local source of supply for replacement parts along with suppliers’ telephone 
numbers. 
d. Local service organizations serving the equipment and their telephone 
numbers. 
e. All tags, inspection slips, instruction packages, etc., removed from 
equipment must be properly identified as to pieces of equipment from 
which they were taken.

General Conditions 
 
Revised: 7/20/22 
 
GC-38 of 75 
 
8.3.4 
Contractor must also deliver to City, prior to Final Payment, one (1) digital (in the format 
specified by City), and if requested by City, one (1) hard copy, of any applicable 
Maintenance manuals. Each manual must include all manufacturer’s operation and 
maintenance instructions and “as-built” Drawings with the list herein specified. It must also 
include all other diagrams and instructions necessary to properly operate and maintain the 
equipment, the name, address and telephone number of Contractor and all Subcontractors 
involved. 
8.4 
 CIT Y ’S RIGHT TO WITHHOLD PAYMENT 
City may withhold payment to such extent as may be necessary in City’s opinion to protect 
City from loss for which Contractor is responsible, including, without limitation, if any of 
the following conditions exist: 
a. Defective Work not remedied; 
b. Third party claims filed or reasonable evidence indicating probable filing of 
such claims unless security acceptable to City is provided by Contractor; 
c. Failure of Contractor to make payments properly to Subcontractors or for 
labor, materials or equipment; 
d. Reasonable evidence that the Work cannot be completed for the unpaid 
balance of the Agreement Price; 
e. Damage to City or another Contractor; 
f. 
Reasonable evidence that the Work will not be completed within the 
Agreement Time, and that the unpaid balance would not be adequate to 
cover actual or liquidated damages for the anticipated delay; 
g. Failure to carry out the Work in accordance with the Agreement Documents; 
or 
h. Contractor is in default of any of its other obligations under the Agreement 
Documents. 
8.5 
JOINT/DIRECT CHECKS 
To promote the timely completion and progress of the Work or when appropriate and 
necessary, payments to Contractor may be made jointly to Contractor and its employees, 
agents, Subcontractors and suppliers, or any of them.  For federally funded agreements, 
see federal provisions for additional requirements for the joint check process. 
8.6 
PAYMENT NOT A WAIVER 
No payment (nor use or occupancy of the Project by City) will be deemed acceptance or 
approval of the Work or as a waiver of any claims, rights, or remedies of City. 
8.7 
LIENS AND BOND CLAIMS 
Contractor must make all payments, in the time required, of all labor and materials 
furnished to Contractor in the course of the Work and must promptly furnish evidence of 
such payments as City may require. Contractor must pay when due all claims arising out of 
performance of the Work covered by this Agreement for which a lien may be filed either 
against the real estate or leasehold interest of City, or against payments due from City to 
Contractor, or for which a claim may be made against any payment or performance bond 
or both. To the fullest extent permitted by law, Contractor agrees that no liens or other 
claims in the nature of a lien against the real estate, leasehold, or other interest of City,

General Conditions 
 
Revised: 7/20/22 
 
GC-39 of 75 
 
against payment due from City to Contractor, or against any payment or performance 
bond, must be filed or made in connection with the Work by any party who has supplied 
professional services, labor, materials, machinery, fixtures, tools, or equipment used in or 
in connection with the performance of this Agreement, and Contractor agrees to remove or 
to cause to be removed any such liens or claims in the nature of a lien or bond claim within 
10 Days upon receiving notice or obtaining actual knowledge of the existence of such liens 
or claim. In addition, Contractor agrees to defend, indemnify, and hold harmless City 
from and against any and all such liens and claims. This paragraph does not apply to claims 
and liens of Contractor due to non-payment for work performed. 
8.8 
 FIN AN CI AL R ECORDKE EPI NG AND C IT Y ’S AUD I T RIGHT  
8.8.1 
Records for all Agreements between City and Contractor must, upon reasonable notice, be 
open to inspection and subject to audit, scanning, and reproduction during normal 
business working hours. Such audits may be performed by any City’s representative or any 
outside representative engaged by City for the purpose of examining such records. City or 
its designee may conduct such audits or inspections throughout the term of this Agreement 
and for a period of five years after Final Payment or longer if required by law. City’s 
representatives may (without limitation) conduct verifications such as counting employees 
at the Site, witnessing the distribution of payroll, verifying information and amounts through 
interviews and written confirmations with Contractor employees, field and agency labor, 
Subcontractors, and vendors. 
8.8.2 
Contractor’s “records” must include any and all information, materials and data of every kind 
and 
character, including without limitation, records, books, papers, documents, 
subscriptions, recordings, agreements, purchase orders, leases, contracts, commitments, 
arrangements, notes daily diaries, superintendent reports, drawings, receipts, vouchers and 
memoranda, and any and all other agreements, sources of information and matters that 
may in City’s judgment have any bearing on or pertain to any matters, rights, duties or 
obligations under or covered by any Agreement Document. Such records must include (hard 
copy, as well as computer readable data if it can be made available), written policies and 
procedures; time sheets; payroll registers; payroll records; cancelled payroll checks; 
subcontract files (including proposals of successful and unsuccessful bidders, bid recaps, 
negotiation notes, etc.); original bid estimates; estimating work sheets; correspondence; 
Change Order files (including documentation covering negotiated settlements); back-
charge logs and supporting documentation; invoices and related payment documentation; 
general ledger, information detailing cash and trade discounts earned, insurance rebates 
and dividends; and any other Contractor records which may have a bearing on matters of 
interest to City or the Project in connection with Contractor’s dealings with City or the 
Project (all foregoing 
hereinafter referred to as “records”) to the extent necessary to 
adequately permit evaluation and verification of any or all of the following: 
a. Compliance with Agreement requirements for deliverables; 
b. Compliance with approved Plans and Specifications; 
c. Compliance with § 14.9 below; 
d. Compliance with Agreement provisions regarding the pricing of Change 
Orders; 
e. Accuracy of Contractor representations regarding the pricing of invoices; or 
f. 
Accuracy of Contractor representations related to claims submitted by

General Conditions 
 
Revised: 7/20/22 
 
GC-40 of 75 
 
Contractor or any of their employees. 
8.8.3 
Contractor must require all payees (examples of payees include Subcontractors, Suppliers, 
Insurance Carriers, etc.) to comply with the provisions of this Section by including the 
requirements hereof in a written agreement between Contractor and payee. Contractor will 
ensure that all payees (including those entering into lump sum agreements) have the same 
right to audit provisions contained in this Agreement included in their agreements with 
Contractor. 
8.8.4 
City’s authorized representative(s) (including, without limitation, Project Manager) must have 
reasonable access to Contractor’s facilities, must be allowed to interview all current or former 
employees to discuss matters pertinent to the performance of this Agreement and must be 
provided adequate and appropriate work space, in order to conduct audits in compliance 
with this Section. 
8.8.5 
If an audit inspection or examination in accordance with this Section, discloses overpricing 
or overcharges to City (of any nature) by Contractor or Contractor’s Subcontractors in excess 
of $100,000 in addition to making adjustments for the overcharges, the reasonable actual 
cost of City’s audit must be reimbursed to City by Contractor. Any adjustments or payments 
which must be made as a result of any such audit or inspection of Contractor’s invoices or 
records must be made within a reasonable amount of time (not to exceed 90 Days) from 
presentation of City’s findings to Contractor. 
8.8.6 
In addition to the normal paperwork documentation Contractor typically furnishes to City, 
Contractor agrees to furnish, upon written request from City, any of the documentation 
necessary for City to exercise its audit rights under this Section 8.8 in computer readable file 
formats (Word, Excel, or .pdf), as City may designate. 
8.8.7 
City, its authorized representative, and the appropriate agency, reserve the right to 
audit Contractor’s records in compliance with local, state or federal policies, statutes 
or at City’s discretion, within three (3) years of Final Acceptance of the Work. 
 
SECTION 9 - CHANGES TO THE AGREEMENT 
9.1 
FIELD ORDERS 
City may authorize minor changes in the Work not involving an adjustment in the 
Agreement Price or the Agreement Times, which are consistent with the overall intent of 
the Agreement Documents.  These may be accomplished by a written Field Order on the 
standard form approved and executed by City.  Such Field Orders must be binding and 
Contractor must perform the change promptly. If Contractor believes that a Field Order 
justifies an increase in the Agreement Price or Agreement Time, Contractor may make a 
claim therefor as provided in Section 7.2. 
9.2 
EXTRA WORK/CHANGES IN THE WORK 
9.2.1 
City reserves the right to make such changes in the Plans and Specifications for the Work, 
as it may deem appropriate and any such change as set forth in a written Change Order 
must be deemed a part of this Agreement as if originally incorporated herein. 
9.2.2 
In the event City and Contractor cannot agree on the terms of a Change Order, or 
when circumstances otherwise require, the Project Manager has the authority to direct the 
Contractor to perform extra work, if the work in question is an item not provided for in the

General Conditions 
 
Revised: 7/20/22 
 
GC-41 of 75 
 
Agreement as awarded. The Project Manager will have the authority to determine, based 
upon factual evidence presented by the Contractor, whether the work in question is an 
item not provided for in the Agreement as awarded. If the Project Manager directs the 
Contractor to perform extra work, the Project Manager’s instructions will include a price 
that the Contractor cannot exceed in charging the City for the extra work. Upon receipt of 
the Project Manager’s directions to perform extra work, the Contractor must promptly 
proceed with the extra work and document the actual cost thereof. Contractor’s right to 
payment for extra work will be determined under Subsection 9.2.4 below. The Contractor is 
responsible to manage the extra work to ensure that the price limits set by the Project 
Manager are not exceeded. Contractor must perform the extra work and submit 
documentation for the actual cost of the extra work to the City. A Change Order will be 
issued to cover this work. 
9.2.3 
Contractor will not be entitled to payment for extra work unless a written Change Order, in 
form and content prescribed by City, has been executed by City. On all requests for Change 
Orders, Contractor must specify the increased or decreased costs and whether it 
believes any extensions of time will be necessary to complete its Work as modified by the 
Change Order. If extra work is performed under Subsection 9.2.2 above, a corresponding 
Change Order will be prepared, approved and processed by City before payment can be 
made to Contractor. 
9.2.4 
In general, pricing for Change Orders will include the same mark-up percentages that were 
in effect when the Agreement was awarded. The cost or credit to the City resulting from a 
change in the Work is subject to Appendix 1 (Policy Statement for Calculating Delays and 
Damages) and will be determined, based on the type of pricing for the Agreement involved, 
as follows: 
a. By mutual acceptance of a lump sum properly itemized in a form acceptable 
to City; 
b. By unit prices stated in the Agreement Documents; 
c. When the City determines that a Unit Price Book Job Order associated with 
a Job Order Agreement requires a Change Order, by using the same Total 
Cost Data and CCI that are in effect when the Change Order is anticipated to 
be issued; or 
d. By actual cost and a percentage fee covering overhead and profit, as follows: 
(i) 
Contractor will perform the extra work and be compensated for actual 
cost of labor, materials and equipment. 
(ii) 
Contractor will have the right to add the fee percentage applicable 
to the Work under the Agreement, or if no such fee has been agreed 
to by the parties, not more than five percent (5%) to the 
Subcontractor’s prices for authorized extra work performed solely 
by Subcontractors. Such percentage will include all of Contractor’s 
charges for overhead, profit, administration and supervision. 
(iii) 
Contractor or Subcontractor will have the right to add the fee 
percentage applicable to Work under the Agreement for self-
performed extra work, or if no such fee has been agreed to by the 
parties, Contractor’s or Subcontractor’s maximum total allowable 
additions for overhead, profit, administration and supervision will

General Conditions 
 
Revised: 7/20/22 
 
GC-42 of 75 
 
not exceed ten percent (10%) of actual verifiable labor, materials 
and equipment for such self- performed extra work. 
9.2.5 
Any agreement which modifies the terms of the Agreement (including Change Orders) 
will be approved in writing by the Project Manager. Once properly executed by both 
parties, these modifications to the Agreement will have the same effect as if they had been 
included in the original Agreement. 
9.3 
ACCURACY OF CHANGE ORDER PRICING INFORMATION 
9.3.1 
Subject to Sections 9.3.2 through 9.3.4, signature by the contracting parties constitutes full 
accord and satisfaction between City and Contractor for all costs, damages, and expenses 
of whatever kind of nature, including delay, impact or acceleration damages, which may be 
occasioned by a Change Order of other modification of the Agreement agreed to in writing. 
9.3.2 
Accurate Change Order Pricing Information: Contractor agrees that it is responsible for 
submitting accurate cost and pricing data to City to support its Fixed Price, Unit Price, or 
Cost Plus Change Order Proposals or other Agreement Price adjustments under the 
Agreement. Contractor further agrees to submit Change Order proposals with cost and 
pricing data which is accurate, complete, current, and in accordance with the terms of 
the Agreement with respect to pricing of change orders. Contractor agrees that any “buy-
out savings” on Change Orders will accrue 100% to Owner. “Buy-out savings” are defined 
as any savings negotiated by the Contractor with a Subcontractor or a Material Supplier 
after receiving approval of a Change Order amount that was designated to be paid to a 
specific Subcontractor or Supplier for the Approved Change Order work. 
9.3.3 
Right to Verify Change Order Pricing Information: Contractor agrees that City, through 
its designated representative, will have the right to examine, copy, and scan the records 
of the Contractor, Subcontractor or Sub-Subcontractor’s records (during the Agreement 
period and up to three years after final payment is made on the Agreement) to verify 
the accuracy and appropriateness of the pricing data used to price all Change Order 
proposals or claims. Contractor agrees that if City determines the cost and pricing data 
submitted (whether approved or not) was inaccurate, incomplete, not current, or not in 
compliance with the terms of the Agreement regarding pricing of Change Orders, an 
appropriate Agreement Price adjustment will be made. Such post-approval Contact Price 
adjustments will apply to all levels of contractors and Subcontractors and to all types of 
Change Order proposals, specifically including Fixed Price, Unit Price, and Cost Plus Change 
Orders. 
9.3.4 
Requirements for Detailed Change Order Pricing Information: Contractor agrees to 
provide a detailed breakdown of allowable labor and labor burden cost (i.e., base wage 
rate of applicable classifications of workers, payroll taxes, and insurance and benefits 
costs).  This information will be used to evaluate the potential cost of labor and labor burden 
related to Change Order work. It is intended that this information represent an accurate 
estimate of the Contractor’s actual labor and labor burden cost components. Information 
is not intended to establish fixed billing or Change Order pricing labor rates. However, at the 
time Change Orders are priced, the submitted cost data for labor rates may be used to price 
Change Order work. The accuracy of any such agreed upon labor rate cost components 
used to price Change Orders will be subject to later audit. Approved Change Order 
amounts may be adjusted later to correct the impact of inaccurate labor cost 
components if the agreed upon labor cost components are determined to be inaccurate.

General Conditions 
 
Revised: 7/20/22 
 
GC-43 of 75 
 
9.4 
EMERGENCIES 
In any emergency affecting the safety of persons or property, Contractor will act, at its 
discretion, to prevent threatened damage, injury or loss. Any change in the Agreement Price 
or Agreement Time resulting from emergency work will be determined as provided in this 
Section. 
9.5 
DIFFERING SITE CONDITIONS 
9.5.1 
If Differing Site Conditions are encountered at the Project Site, then notice by the observing 
party must be given to the other party promptly before conditions are disturbed (to the extent 
practicable) and in no event later than 14 Days after first observance of the conditions. 
City will promptly investigate such conditions and, if City determines that Differing Site 
Conditions exist and they materially cause an increase in the cost of, or time required for, 
performance of any part of the Work, Contractor will be entitled to equitable adjustment 
in the Agreement Price or Construction Schedule (and other time requirements), or both. 
If it is determined by City that the conditions at the Project Site are not Differing Site 
Conditions and no change is justified, then City will so notify Contractor in writing, stating the 
reasons. Claims in opposition to such determination must be made within 14 Days after 
City has given notice of its decision. If City and Contractor cannot agree on an adjustment 
in the Agreement Price or Construction Schedule (and other time requirements), the 
adjustment may be submitted to dispute resolution as provided these General Conditions. 
9.6 
CHANGES IN LAWS, REGULATIONS, OR LEGAL REQUIREMENTS OR TAXES 
In the event of a material change in applicable Laws, Regulations, or Legal Requirements, or 
taxes subsequent to the date of the Agreement by the parties, Contractor may be entitled 
to a Change Order, in City’s discretion, to the extent Contractor can document to the 
satisfaction of City that such change significantly increases Contractor’s actual cost of 
performance of the Work. 
 
SECTION 10 -SUSPENSION AND TERMINATION 
10.1 
SUSPENSION 
City may suspend the Agreement and Contractor’s performance in accordance with MAG 
Specifications § 105.1 and 108.7. 
10.2 
TERMINATION BY THE CITY FOR CAUSE 
10.2.1 
MAG Specifications § 108.11 applies to the Agreement. 
10.2.2 
City may also terminate the Agreement if City determines, in its sole discretion that 
Contractor has: 
a. After prior written notice, refused or failed to supply enough properly skilled 
workers or proper materials; 
b. After prior written notice, failed to make payment to Subcontractors for 
materials or labor in accordance with the respective agreements between 
Contractor and the Subcontractors; 
c. 
After prior written notice, disregards laws, ordinances, or rules, regulations or 
orders of a public authority having jurisdiction;  
d. After prior written notice, repeatedly failed to comply with written directives 
from City;

General Conditions 
 
Revised: 7/20/22 
 
GC-44 of 75 
 
e. Is adjudged as bankrupt or insolvent; 
f. 
Made a general assignment for the benefit of creditors; 
g. Appointed a trustee or receiver for itself or any of its property; 
h. Filed a petition to take advantage of any debtor's act, or to reorganize under 
the bankruptcy or similar laws; or 
i. 
Otherwise breached a provision of the Agreement Documents or any other 
Agreement between City and Contractor. 
10.2.3 
When any of the above reasons exist, City may terminate the Agreement, without prejudice 
to any other rights or remedies of City, after giving Contractor and Contractors’ surety, if 
any, 7 Days written notice of City’s intent to terminate the Agreement and Contractor’s 
failure to cure any such reasons. Upon such termination, City may: (1) take possession of 
the Site and of all materials thereon owned by Contractor; or (2) finish the Work by whatever 
reasonable method City may deem expedient. When City terminates the Agreement for one 
of the reasons state above, Contractor will not be entitled to receive further payment until 
the Work is finished. If the unpaid balance of the Agreement Price existing at the time of 
such termination exceeds the costs and expenses of finishing the Work and any other 
damages incurred by City, such excess will be paid to Contractor. If such costs, expenses 
and damages exceed such unpaid balance, Contractor must pay the difference to City. This 
obligation for payment will survive termination of the Agreement. 
10.3 
TERMINATION BY CITY FOR CONVENIENCE 
City may also terminate the Agreement at any time for its convenience upon 7 Days written 
notice to Contractor specifying the termination date. In the event of termination which is 
not the fault, in whole or in part, of Contractor, City will pay to Contractor only such 
compensation, including reimbursable expenses, due for Work properly performed on 
the Project prior to the termination date. Upon any termination of the Agreement, no 
further payments will be due from City to Contractor. 
10.4 
A.R.S. § 38-511 
The Agreement is subject to, and may be terminated by City in accordance with, the 
provisions of A.R.S. § 38-511. 
 
SECTION 11 -INSURANCE AND BONDS 
11.1 
INSURANCE REQUIREMENTS 
11.1.1 
After Agreement award, the Contractor must furnish the City a certificate of insurance on a 
standard insurance industry ACORD form.  The ACORD form must be issued by an insurance 
company authorized to transact business in the State of Arizona possessing a current A.M. 
Best, Inc. rating of A-7, or better and legally authorized to do business in the State of Arizona 
with policies and forms satisfactory to City.  Provided, however, the A.M. Best rating 
requirement may not be deemed to apply to required Worker’s Compensation coverage. 
11.1.2 
The Contractor and any of its Subcontractors must procure and maintain, until all of their 
obligations have been discharged, including any warranty periods under this Agreement are 
satisfied, the insurances set forth below. 
11.1.3 
The insurance requirements set forth below are minimum requirements for this Agreement 
and in no way limit the indemnity covenants contained in this Agreement.

General Conditions 
 
Revised: 7/20/22 
 
GC-45 of 75 
 
11.1.4 
The City in no way warrants that the minimum insurance limits contained in this Agreement 
are sufficient to protect Contractor from liabilities that might arise out of the performance 
of the Agreement services under this Agreement by Contractor, its agents, representatives, 
employees, or Subcontractors and the Contractor is free to purchase any additional 
insurance as may be determined necessary. 
11.1.5 
Failure to demand evidence of full compliance with the insurance requirements in this 
Agreement or failure to identify any insurance deficiency will not relieve the Contractor 
from, nor will it be considered a waiver of its obligation to maintain the required insurance 
at all times during the performance of this Agreement. 
11.1.6 
Use of Subcontractors:  If any Work is subcontracted in any way, the Contractor must 
execute a written agreement with Subcontractor containing the same Indemnification 
Clause and Insurance Requirements as the City requires of the Contractor in this 
Agreement.  The Contractor is responsible for executing the Agreement with the 
Subcontractor and obtaining Certificates of Insurance and verifying the insurance 
requirements. 
11.2 
MINIMUM SCOPE AND LIMITS OF INSURANCE 
11.2.1 
The Contractor must provide coverage with limits of liability not less than those stated 
below. 
11.2.1.1 
Commercial General Liability-Occurrence Form.  Contractor must maintain “occurrence” 
form Commercial General Liability insurance with a limit of not less than $2,000,000 for each 
occurrence, $4,000,000 aggregate.  Said insurance must also include coverage for products 
and completed operations, independent contractors, personal injury and advertising injury. 
If any Excess insurance is utilized to fulfill the requirements of this paragraph, the Excess 
insurance must be “follow form” equal or broader in coverage scope than underlying 
insurance. 
11.2.1.2 
Automobile Liability-Any Automobile or Owned, Hired and Non-Owned Vehicles.  Contractor 
must maintain Business/Automobile Liability insurance with a limit of $1,000,000 each 
accident on Contractor owned, hired, and non-owned vehicles assigned to or used in the 
performance under this Agreement.  If any Excess or Umbrella insurance is utilized to fulfill 
the requirements of this paragraph, the Excess  or Umbrella insurance must be “follow 
form” equal or broader in coverage scope than underlying insurance. 
11.2.1.3 
Workers Compensation and Employers Liability Insurance.  Contractor must maintain 
Workers Compensation insurance to cover obligations imposed by federal and state 
statutes having jurisdiction of Contractor employees engaged in the performance of Work 
under this Agreement and must also maintain Employers’ Liability insurance of not less than 
$1,000,000 for each accident and $1,000,000 disease for each employee.  
11.2.1.4 
Builders’ Risk/Installation Floater Insurance.  The Contractor bears all responsibility for loss 
to all equipment or Work under construction.  Unless waived in writing by the City the 
Contractor will purchase and maintain in force Builders’ Risk/Installation Floater insurance 
on the entire Work until completed and accepted by the City.  This insurance will be Special 
Causes of Loss policy form, (minimally including perils of fire, flood, lightning, explosion, 
windstorm and hail, smoke, aircraft and vehicles, riot and civil commotion, theft, vandalism, 
malicious mischief, and collapse), completed value, replacement cost policy form equal to 
the Agreement Price and all subsequent modifications.  The Contractor’s Builders’

General Conditions 
 
Revised: 7/20/22 
 
GC-46 of 75 
 
Risk/Installation Floater insurance must be primary and not contributory. 
a. Builders’ Risk/Installation Floater insurance must cover the entire Work 
including reasonable compensation for architects and engineers’ services 
and expenses and other “soft costs” made necessary by an insured loss.  
Builders’ Risk/Installation Floater insurance must provide coverage from the 
time any covered property comes under the Contractor’s control and or 
responsibility, and continue without interruption during course of 
construction, renovation and or installation, including any time during which 
any Project property or equipment is in transit, off Site, or while on Site for 
future use or installation.  Insured property must include, but not be limited 
to, scaffolding, false work, and temporary buildings at the Site.  This 
insurance must also cover the cost of removing debris, including demolition 
as may be legally required by operation of any law, ordinance, regulation or 
code. 
b. The Contractor must also purchase and maintain Boiler and Machinery 
insurance with the same requirements as Builders’ Risk/Installation Floater 
insurance cited above if the Work to be performed involves any exposures 
or insurable property normally covered under a Boiler and Machinery 
insurance policy or made necessary as required by law or testing 
requirements in the performance of this Agreement.  The Contractor will be 
responsible for any and all deductibles under these policies and the 
Contractor waives all rights of recovery and subrogation against the City 
under the Contractor- Builders’ Risk/Installation Floater insurance described 
herein. 
c. Builders’ Risk/Installation Floater Insurance must be maintained until 
whichever of the following first occurs: (i) final payment has been made; or, 
(ii) until no person or entity, other than the City, has an insurable interest in 
the property required to be covered. 
d. The Builders’ Risk/Installation Floater insurance must be endorsed so that 
the insurance will not be canceled or lapse because of any partial use or 
occupancy by the City. 
e. The Builders Risk/Installation Floater insurance must include as named 
insureds, the City, the Contractor, and all tiers of Subcontractors and others 
with an insurable interest in the Work who will be named as additional 
insureds unless they are able to provide the same level of coverage with the 
City and Contractor named as additional insureds. Certificates must contain 
a provision that the insurance will not be canceled or materially altered 
without at least 30 Days advance notice to the City.  The City must also be 
named as a Loss Payee under the Builders’ Risk/Installation Floater coverage. 
f. 
The Builders Risk/Installation Floater insurance must be written using the 
Special Causes of Loss policy form, replacement cost basis. 
g. All rights of subrogation under the Builders Risk/Installation Floater 
insurance are, by this Agreement, waived against the City, its officers, 
officials, agents and employees. 
h. The Contractor is responsible for payment of all deductibles under the 
Builders’ Risk/Installation Floater insurance policy.

General Conditions 
 
Revised: 7/20/22 
 
GC-47 of 75 
 
11.2.1.5 
Pollution Liability Insurance (Including Errors and Omissions).  For Job Orders, Pollution 
Liability Insurance is only required if applicable and determined on a project specific basis.  
Contractor must maintain Pollution Liability Insurance with a limit of not less than 
$5,000,000 per loss, $5,000,000 aggregate for losses caused by pollution conditions 
including coverage for bodily injury, property damage, defense costs, clean-up costs, and 
completed operations that arise from the operations of Contractor as described in this 
Agreement.  
a. The policy must provide for complete professional service coverage, 
including coverage for pollution liability that is a result of a breach of 
professional duties. 
b. The policy must provide for protection again claims for third-party bodily 
injury, property damage, or environmental damage caused for pollution 
conditions resulting from general contracting activities for which Contractor 
is legally liable. 
c. The policy must provide for cleanup costs when mandated by governmental 
entities, when required by law, or as a result of third-party claims. 
d. Completed Operations Coverage must be kept in place for up to the statute 
of repose. 
e. The policy must be endorsed to include the following additional insured 
language: “City, its elected officials, trustees, employees, agents, and 
volunteers must be named as additional insureds with respect to liability 
arising out of the activities performed by, or on behalf of Contractor”.   
f. 
If Work under this Agreement requires the transportation of any hazardous 
material or regulated substances, Contractor must carry Auto Liability with a 
CA 9948 endorsement or equivalent.   
g. If Work under this Agreement requires the disposal of any hazardous 
materials from the job site, Contractor must obtain a certificate of insurance 
for Pollution Legal Liability from the disposal site operator with a limit of not 
less than $5,000,000 per loss, $5,000,000 aggregate. 
11.3 
ADDITIONAL POLICY PROVISIONS REQUIRED 
11.3.1 
Self-Insured Retentions or Deductibles.  Any self-insured retentions and deductibles must 
be declared and approved by the City.  If not approved, the City may require that the insurer 
reduce or eliminate any deductible or self-insured retentions with respect to the City, its 
officers, officials, agents, employees, and volunteers. 
11.3.2 
The Contractor’s insurance must contain broad form contractual liability coverage. 
11.3.3 
The Contractor's insurance coverage must be primary insurance with respect to the City, its 
officers, officials, agents, and employees.  Any insurance or self-insurance maintained by 
the City, its officers, officials, agents, and employees will be in excess of the coverage 
provided by the Contractor and must not contribute to it. 
11.3.4 
The Contractor's insurance must apply separately to each insured against whom claim is 
made or suit is brought, except with respect to the limits of the insurer's liability. 
11.3.5 
Coverage provided by the Contractor must not be limited to the liability assumed under the

General Conditions 
 
Revised: 7/20/22 
 
GC-48 of 75 
 
indemnification provisions of this Agreement. 
11.3.6 
The policies must contain a severability of interest clause and waiver of subrogation against 
the City, its officers, officials, agents, and employees, for losses arising from Work 
performed by the Contractor for the City. 
11.3.7 
The Contractor, its successors and or assigns, are required to maintain Commercial General 
Liability insurance as specified in this Agreement for a minimum period of 3 years following 
completion and acceptance of the Work.  The Contractor must submit a Certificate of 
Insurance evidencing Commercial General Liability insurance during this 3 year period 
containing all the Agreement insurance requirements, including naming the required 
Additional Insureds set forth herein. 
11.3.8 
If a Certificate of Insurance is submitted as verification of coverage, the City will reasonably 
rely upon the Certificate of Insurance as evidence of coverage but this acceptance and 
reliance will not waive or alter in any way the insurance requirements or obligations of this 
Agreement.   
11.3.9 
Insurance Cancellation During Agreement Term.   
11.3.9.1 
If any of the required policies expire during the life of this Agreement, the Contractor must 
forward renewal or replacement Certificates to the City within 10 Days after the renewal 
date containing all the required insurance provisions. 
11.3.9.2 
Each insurance policy required by the insurance provisions of this Agreement must provide 
the required coverage and must not be suspended, voided or canceled except after 30 Days 
prior written notice has been given to the City, except when cancellation is for non-payment 
of premium, then 10 Days prior notice may be given.  Such notice must be sent directly to 
Chandler Law-Risk Management Department, Post Office Box 4008, Mailstop 628, Chandler, 
Arizona  85225. If any insurance company refuses to provide the require notice, the 
Contractor or its insurance broker must notify the City of any cancellation, suspension, non-
renewal of any insurance within 7 Days of receipt of insurers’ notification to that effect. 
11.3.10 
City as Additional Insured.  The above-referenced policies are to contain, or be endorsed to 
contain, the following provisions: 
11.3.10.1 
The Commercial General Liability and Automobile Liability policies are to contain, or be 
endorsed to contain, the following provisions:  The City, its officers, officials, agents, and 
employees are additional insureds with respect to liability arising out of activities performed 
by, or on behalf of, the Contractor including the City's general supervision of the Contractor; 
Products and Completed Operations of the Contractor; and automobiles owned, leased, 
hired, or borrowed by the Contractor. 
11.3.10.2 
The City, its officers, officials, agents, and employees must be additional insureds to the full 
limits of liability purchased by the Contractor even if those limits of liability are in excess of 
those required by this Agreement. 
11.4 
BONDS AND OTHER PERFORMANCE SECURITY 
11.4.1 
After Agreement award, Contractor must provide a Performance Bond and a Payment 
Bond, each in an amount equal to the full amount of the Agreement Price. 
11.4.2 
Each such bond must be executed by a surety company or companies holding a Certificate

General Conditions 
 
Revised: 7/20/22 
 
GC-49 of 75 
 
of Authority to transact surety business in the State of Arizona, issued by the Director of the 
Arizona Department of Insurance and must be named in the current list of "Companies 
Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable 
Reinsuring Companies" as published in Circular 570 (amended) by the Audit Staff Bureau of 
Accounts, U.S. Treasury Department. A copy of the Certificate of Authority must accompany 
the bonds. The Certificate must have been issued or updated within two (2) years prior to 
the execution of this Agreement. The bonds must be written or countersigned by an 
authorized representative of the surety who is either a resident of the state of Arizona or 
whose principal office is maintained in this state, as by law required. 
11.4.3 
The bonds must be made payable and be acceptable to City. The bond forms for the 
performance and payment bonds must be in the forms required under A.R.S. § 34-221, et. 
Seq., as in Appendices 4  and 5 of these General Conditions. 
11.4.4 
Upon the request of any person or entity appearing to be a potential beneficiary of bonds 
covering payment of obligations arising under the Agreement Documents, Contractor must 
promptly furnish a copy of the bonds or must permit a copy to be made. 
11.4.5 
All bonds submitted for this Project must be provided by a company which has been rated AM 
Best rating of A- or better for the prior four quarters by the latest edition of the ‘Results 
Best’s Key Rating Guide (Property/Casualty)” published by the A.M. Best Company. 
11.4.6 
Personal or individual bonds are not acceptable. 
11.4.7 
If the surety on any Bond furnished by Contractor is declared a bankrupt or becomes 
insolvent, or Contractor’s right to do business is terminated in any state where any part of 
the Project is located, or it ceases to meet the requirements of this Section 11.4, Contractor 
must within 5 Days thereafter substitute another Bond and surety, both of which must be 
acceptable to City. 
 
SECTION 12 - INDEMNIFICATION 
12.1 
To the extent permitted by law, the Contractor and its owners, officers, directors, agents, 
employees, and subconsultants (collectively "lndemnitor") must indemnify, save, and hold 
harmless the City and its officers, officials, agents, and employees (collectively "lndemnitee") 
from any and all claims, actions, liabilities, damages, losses, or expenses (including court 
costs, attorneys' fees, and costs of claim processing, investigation, and litigation) (collectively 
"Claims") caused or alleged to be caused, in whole or in part, by the negligent, reckless, 
wrongful, or willful acts, errors, or omissions of Indemnitor in connection with this 
Agreement. This indemnity includes any Claim or amount arising out of or recovered under 
workers' compensation laws or on account of Indemnitor's failure to conform to any federal, 
state, or local law, statute, ordinance, rule, regulation, or court decree. Indemnitor must 
indemnify lndemnitee from and against any and all Claims, except those arising solely from 
lndemnitee's own negligent, reckless, wrongful, or willful acts, errors, or omissions. 
Indemnitor is responsible for primary loss investigation, defense, and judgment costs where 
this indemnification applies. In consideration of the award of this Agreement, Indemnitor 
agrees to waive all rights of subrogation against lndemnitee for losses arising from or 
related to this Agreement. Indemnitor's obligations under this provision survive the 
termination or expiration of this Agreement. 
 
SECTION 13 -DISPUTE RESOLUTION

General Conditions 
 
Revised: 7/20/22 
 
GC-50 of 75 
 
13.1 
All disputes arising out of or relating to the Agreement, the Work or the Project, other than 
termination under Section 10, will be resolved pursuant to the Dispute Resolution 
process set forth in Appendix 6 of these General Conditions, and not pursuant to MAG 
Specifications § 110. 
13.2 
Contractor agrees that during any dispute between the parties, Contractor will continue to 
perform its obligations under the Agreement until such dispute is resolved. 
13.3 
Notwithstanding any other provision in this Agreement, City has the right to immediately file 
in court and pursue an action for a temporary restraining order and injunctive relief against 
Contractor if City determines that such action is necessary to protect its interests under the 
Agreement, to obtain specific performance of any provision of the Agreement, to advance 
the completion of the Project, or to protect health, welfare and safety. 
 
 
SECTION 14 - MISCELLANEOUS PROVISIONS 
14.1 
AGREEMENT DOCUMENTS 
14.1.1 
The Agreement Documents are intended to permit the parties to complete the Work 
and all obligations required by the Agreement Documents within the Agreement Times for 
the Agreement Price. The Agreement Documents are intended to be complementary and 
interpreted in harmony so as to avoid conflict, with words and phrases interpreted in a 
manner consistent with construction and design industry standards. 
14.1.2 
It is the intent of the Agreement Documents to describe a functionally complete Project (or 
part thereof) to be constructed in accordance with the Agreement Documents.  Any labor, 
documentation, services, materials, or equipment that may reasonably be inferred from the 
Agreement Documents or from prevailing custom or trade usage as being required to 
produce the intended result must be provided by Contractor whether or not specifically 
called for at no additional cost to City.   
14.1.3 
The Agreement Documents establish the rights and obligations of the parties and include 
the Agreement, Addenda (which pertain to the Agreement Documents), Contractor's Bid or 
Proposal (including documentation accompanying the Bid and any post-Bid documentation 
submitted prior to Agreement award) when attached as an exhibit to the Agreement, the 
accepted Project Schedule, the Notice to Proceed, the Performance Bond, the Payment 
Bond, Project Design, Engineering and Specifications, these General Conditions, the Project 
Specific Special Provisions, Technical Specifications, Agreement Drawings, as the same may 
be more specifically identified in the Agreement, Change Orders, Work Change Directives, 
Field Orders and the written interpretations and clarifications of the Design Professional or 
City representative and Modifications issued after execution of the Agreement.  Approved 
Shop Drawings and the reports and drawings of subsurface and physical conditions are not 
Agreement Documents.   
14.1.4 
In the event of any inconsistency, conflict, or ambiguity between or among the Agreement 
Documents, the Agreement Documents will take precedence as follows from highest to 
lowest: Change Orders, Addenda, Agreement, Project Specific Special Provisions, General 
Conditions, Technical Specifications, Drawings/Plans, Chandler Amendments to MAG 
Standard Specifications and Chandler Standard Details, and MAG Uniform Standard 
Specifications and Details for Public Works Construction.  If applicable to this Agreement, 
Federal Provisions prevail.

General Conditions 
 
Revised: 7/20/22 
 
GC-51 of 75 
 
14.1.5 
On the Drawings, given dimensions will take precedence over scaled measurements and 
large scale drawings over small-scale drawings.  
14.1.6 
Clarifications and interpretations of the Agreement Documents will be issued by the Design 
Professional through the City. 
14.1.7 
The headings used in this Agreement or any other Agreement Documents, are for ease of 
reference only and must not in any way be construed to limit or alter the meaning of any 
provision. 
14.1.8 
The Agreement Documents form the entire agreement between City and Contractor. 
No oral representations or other agreements have been made by the parties except as 
specifically stated in the Agreement Documents. 
14.1.9 
The Agreement Documents may not be changed, altered, or amended in any way except in 
writing signed by a duly authorized representative of each party in the form of a Change 
Order. 
14.1.10 
Re-Use of Documents.  Neither Contractor nor any Subcontractor, manufacturer, fabricator, 
supplier or distributor will have or acquire any title to or ownership rights in any of the 
Drawings, Specifications or other documents (or copies of any thereof) prepared by or 
bearing the seal of the Design Professional; and they must not re-use any of them on 
extensions of the Project or any other project without written consent of City and the Design 
Professional and specific written verification or adaptation by the Design Professional. 
14.2 
REFERENCE STANDARDS 
14.2.1 
Reference to standards, specifications, manuals, or codes of any technical society, 
organization, or association, or to Laws or Regulations, whether such reference be specific 
or by implication, will mean the standard, specification, manual, code, or Laws or 
Regulations in effect at the time of opening of Bids (or on the Effective Date of the 
Agreement if there were no Bids), except as may be otherwise specifically stated in the 
Agreement Documents. 
14.2.2 
The provisions of any such standard, specification, manual or code, or any instruction of a 
Supplier will not change the duties or responsibilities of City, Contractor, Design 
Professional or Project Manager, or any of their Subcontractors, consultants, agents, or 
employees from those set forth in the Agreement Documents, nor will any such provision 
or instruction assign to City, Contractor, Design Professional, or any of their agents, or 
employees any duty or authority to supervise or direct the performance of the Work or any 
duty or authority to undertake responsibility inconsistent with the provisions of the 
Agreement Documents. 
14.3 
COMPLIANCE WITH ARIZONA LAW AND FEDERAL LAW 
14.3.1 
Compliance with A.R.S. § 41-4401.  Pursuant to the provisions of A.R.S. § 41-4401, the 
Contractor hereby warrants to the City that the Contractor and each of its subcontractors 
(“Subcontractors”) must comply with all Federal Immigration laws and regulations that 
relate to the immigration status of their employees and the requirement to use E-Verify set 
forth in A.R.S. §23-214(A).   
14.3.2 
A breach of the Contractor Immigration Warranty constitutes a material breach of this 
Agreement and subject to penalties up to and including termination of this Agreement.

General Conditions 
 
Revised: 7/20/22 
 
GC-52 of 75 
 
14.3.3 
The City retains the legal right to inspect the papers of any Contractor or Subcontractor 
employee who works on this Agreement to ensure that the Contractor or Subcontractor is 
complying with the Contractor Immigration Warranty.  The Contractor agrees to assist the 
City in the conduct of any such inspections.  
14.3.4 
The City may, at its sole discretion, conduct random verifications of the employment records 
of the Contractor and any Subcontractors to ensure compliance with Contractors 
Immigration Warranty.  The Contractor agrees to assist the City in performing any such 
random verifications.  
14.3.5 
The provisions of this Article must be included in any agreement the Contractor enters into 
with any and all of its subcontractors who provide services under this Agreement or any 
subcontract.  “Services” are defined as furnishing labor, time or effort in the State of Arizona 
by a contractor or subcontractor.  Services include construction or maintenance of any 
structure, building or transportation facility or improvement to real property.  
14.4 
HAZARDOUS ENVIRONMENTAL CONDITIONS 
14.4.1 
Contractor will not be responsible for any Hazardous Environmental Condition uncovered 
or revealed at the Site which was not shown or indicated in Drawings or Specifications or 
identified in the Agreement Document to be within the scope of the Work.  Contractor will 
be responsible for a Hazardous Environmental Condition created with any materials 
brought to the Site by Contractor, Subcontractors, Suppliers, or anyone else for whom 
Contractor is responsible. 
14.4.2 
If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone 
for whom Contractor is responsible creates a Hazardous Environmental Condition. 
Contractor must immediately:  
a. Secure or otherwise isolate such condition; 
b. Stop all Work in connection with such condition and in any area affected 
thereby; and 
c. Notify City and promptly thereafter confirm such notice in writing. 
14.4.3 
City will promptly retain a qualified expert to evaluate such condition or take corrective 
action, if any. 
14.4.4 
Contractor will be responsible for any and all civil or criminal penalties, fines, damages, or 
other charges imposed by any regulatory agency or court for sewage discharges that are in 
violation of applicable statutes and laws and that are a result, direct or indirect, of work 
performed under this Agreement.  Contractor will also be responsible for reimbursement 
to City for administration, reporting, and tracking expenses required as a result of any spill 
event.  In the event the regulatory agency or court imposes a probationary period, 
Contractor must post bond for the probationary period to ensure that all such costs are 
reimbursed to City.  This responsibility will apply whether penalties are imposed directly on 
Contractor or any of its Subcontractors, or the City of Chandler.  Contractor must defend 
and indemnify City against such penalties.  Regulatory agencies may include, but are not 
limited to, the Arizona Department of Environmental Quality (ADEQ) and the United States 
Environmental Protection Agency (USEPA). 
14.5 
COOPERATION AND FURTHER DOCUMENTATION

General Conditions 
 
Revised: 7/20/22 
 
GC-53 of 75 
 
Contractor agrees to provide City such other duly executed documents as may be 
reasonably requested by City to implement the intent of the Agreement Documents. 
14.6 
ASSIGNMENT 
Neither Contractor nor City will, without the written consent of the other assign, transfer or 
sublet any portion of this Agreement or part of the Work or the obligations required by 
the Agreement Documents, any such assignment will be void, will transfer no rights to the 
purported assignee, and would be a material breach of the Agreement. 
14.7 
SUCCESSORS 
Contractor and City intend that the provisions of the Agreement Documents are binding 
upon the parties, their employees, agents, heirs, successors and assigns. 
14.8 
LAWFUL PRESENCE 
Pursuant to A.R.S. §§ 1-501 and 1-502, City is prohibited from awarding an agreement to any 
natural person who cannot establish that such person is lawfully present in the United 
States.  To establish lawful presence, a person must produce qualifying identification and 
sign a City-provided affidavit affirming the identification provided is genuine.  This 
requirement will be imposed at the time of agreement award.  This requirement does not 
apply to business organizations such as corporations, partnerships, or limited liability 
companies. 
14.9 
NO BOYCOTT OF ISRAEL CERTIFICATION 
By Contractor's signature on this Agreement, Contractor certifies under A.R.S. § 35-393.01 
that Contractor is not currently engaged in and for the duration of this Agreement will not 
engage in a boycott of Israel. 
14.10 
NO THIRD PARTY BENEFICIARY 
Nothing under the Agreement Documents will be construed to give any rights or benefits 
in the Agreement Documents to anyone other than City and Contractor, and all duties and 
responsibilities undertaken pursuant to the Agreement Documents will be for the sole and 
exclusive benefit of City and Contractor and not for the benefit of any other party, unless 
otherwise expressly set forth in the Agreement Documents. 
14.11 
GOVERNING LAW AND VENUE 
The Agreement and all Agreement Documents will be deemed to be made under, and will 
be construed in accordance with and governed by the laws of the State of Arizona without 
regard to the conflicts or choice of law provisions thereof.  Any court action to enforce any 
provision of the Agreement or to obtain any remedy with respect hereto must be brought 
in the Superior Court, Maricopa County, Arizona, and for this purpose, each party hereby 
expressly and irrevocably consents to the jurisdiction and venue of such Court. 
14.12 
SEVERABILITY 
If any provision of the Agreement Documents or the application thereof to any person or 
circumstance will be invalid, illegal or unenforceable to any extent, the remainder of the 
affected provision, the remainder of the Agreement Documents, and the application 
thereof will not be affected and will be enforceable to the fullest extent permitted by law. 
14.13 
LEGAL REQUIREMENTS 
At all times relevant to its entry into this Agreement and performance of the Services and 
the Work, Contractor must fully comply with all Laws, Regulations, or Legal Requirements 
applicable to City, the Project, and the Agreement, including, without limitation, those set

General Conditions 
 
Revised: 7/20/22 
 
GC-54 of 75 
 
forth on Exhibit C of the Agreement. 
14.14 
PARTIAL INVALIDITY 
If any provision of the Agreement is held by a court of competent jurisdiction to be invalid, 
void or unenforceable, the remaining provisions will nevertheless continue in full force 
without being impaired or invalidated in any way. 
14.15 
ATTORNEYS' FEES 
Should either party to the Agreement bring an action to enforce any provision of the 
Agreement, the prevailing party will be entitled to recover reasonable attorneys' fees and 
costs in connection therewith. 
14.16 
CONFLICT OF INTEREST 
14.16.1 
Contractor agrees to disclose any financial or economic interest with the Project property, 
or any property affected by the Project, existing prior to the execution of the Agreement. 
Further, Contractor agrees to disclose any financial or economic interest with the Project 
property, or any property affected by the Project, if Contractor gains such interest during 
the course of this Agreement. If Contractor gains financial or economic interest in the 
Project during the course of this Agreement, 
this may be grounds for terminating this 
Agreement. Any decision to terminate the Agreement must be at the sole discretion of City. 
14.16.2 
Contractor will not engage the services on this Agreement of any present City employee who 
was involved as a decision maker in the selection or approval processes, or who negotiated 
or approved billings or Agreement Modifications for this Agreement. 
14.16.3 
Contractor agrees that it will not perform services on this Project for a contractor, 
subcontractor, or any supplier, not covered under this Agreement. 
14.17 
INDEPENDENT CONTRACTOR 
Contractor is and must be an independent contractor. Any provisions in the Agreement 
Documents that may appear to give City the right to direct Contractor as to the details of 
accomplishing the Work or to exercise a measure of control over the Work means that 
Contractor must follow the wishes of City as the results of the Work only. These results 
must comply with all applicable laws and ordinances. 
14.18 
NOTICE OF INJURY 
Should City or Contractor suffer injury or damage to their person or property because of 
any error, omission or act of the other party or of any of the other party's employees or 
agents or others for whose acts the other party is legally liable, claim must be made in 
writing to the other party within 7 Days of the first observance of such injury or damage. 
14.19 
CONFIDENTIALITY 
Contractor, for the benefit of City, hereby agrees it will not release or cause or permit 
to be released to the public any press notices, publicity (oral or written) or advertising 
promotion relating to, any statement regarding, or any other public announcement or 
disclosure or cause or permit to be publicly announced or disclosed, in any manner 
whatsoever, the specific terms and conditions of this Agreement or any comment relating 
to the Project or the Site. Notwithstanding the foregoing, Contractor will be entitled to 
disclose the terms of the Agreement to the extent required by law or in the course of 
enforcing or defending a claim or action hereunder. Contractor must give City reasonably 
prompt notice of any disclosure or statement made pursuant to this provision.

General Conditions 
 
Revised: 7/20/22 
 
GC-55 of 75 
 
14.20 
DATA CONFIDENTIALITY 
14.20.1 
As used in the Agreement, “data” means all information, whether written or verbal, including 
plans, specifications, renderings, photographs, studies, investigations, audits, analyses, 
samples, reports, calculations, internal memos, meeting minutes, data field notes, work 
product, proposals, correspondence and any other similar documents or information 
prepared by, obtained by, or transmitted to the City in the performance of this Agreement. 
14.20.2 
Contractor agrees that all data, regardless of form, including originals, images, and 
reproductions, prepared by, obtained by, or transmitted to City in connection with the 
Contractor’s performance of this Agreement is confidential and proprietary information 
belonging to City. 
14.20.3 
Except as specifically provided in this Agreement, Contractor or its Subcontractors must not 
divulge data to any third party without prior written consent of City.  Contractor or its 
Subcontractors must not use data for any purposes except to perform Work required under 
this Agreement.  These prohibitions will not apply to the following data provided Contractor 
has first given the required notice to City: 
a. Data which was known to Contractor or its Subcontractors prior to its 
performance under this Agreement unless such data was acquired in 
connection with Work performed for City; 
b. Data which was acquired by Contractor or its Subcontractors in its 
performance under this Agreement and which was disclosed to Contractor 
or its Subcontractors by a third party, who to the best of Contractor’s or its 
Subcontractor’s knowledge and belief, had the legal right to make such 
disclosure and Contractor or its Subcontractors are not otherwise required 
to hold such data in confidence; or  
c. Data which is required to be disclosed by virtue of law, regulation, or court 
order, to which the Contractor or its Subcontractors are subject. 
14.20.4 
In the event the Contractor or its Subcontractors are required or requested to disclose data 
to a third party, or any other information to which the Contractor or its Subcontractors 
became privy as a result of any other agreement with City, the Contractor must first notify 
City as set forth in this Section of the request or demand for the data.  The Contractor or its 
Subcontractors must give City sufficient facts so that City can be given an opportunity to 
first give its consent or take such action that City may deem appropriate to protect such 
data or other information from disclosure. 
14.20.5 
Unless prohibited by law, within 10 Days after completion of services for a third party on 
real or personal property owned or leased by City, the Contractor must promptly deliver, as 
set forth in this Section, a copy of all data to City.  All data will continue to be subject to the 
confidentiality agreements of this Agreement.  
14.20.6 
Contractor or its Subcontractors assume all liability for maintaining the confidentiality of 
the data in its possession and agree to compensate City if any of the provisions of this 
Section are violated by Contractor, its employees, agents, or Subcontractors.  Solely for the 
purposes of seeking injunctive relief, it is agreed that a breach of this Section will be deemed 
to cause irreparable harm that justified injunctive relief in court.  Contractor agrees that the 
requirements of this Section will be incorporated into all subcontracts entered into by 
Contractor.  A violation of this Section may result in immediate termination of this

General Conditions 
 
Revised: 7/20/22 
 
GC-56 of 75 
 
Agreement without notice.   
14.21 
SURVIVAL 
All warranties, representations and indemnifications by Contractor must survive the 
completion or termination of this Agreement. 
14.22 
COVENANTS AGAINST CONTINGENT FEES 
Contractor warrants that no person has been employed or retained to solicit or secure 
this Agreement upon an agreement or understanding for a commission, percentage, 
brokerage, or contingent fee, and that no member of City Council, or any employee of 
City has any interest, financially, or otherwise, in the firm. For breach or violation of this 
warrant, City will have the right to annul the Agreement without liability or at its discretion 
to deduct from the Agreement Price or consideration, the full amount of such commission, 
percentage, brokerage, or contingent fee. 
14.23 
NO WAIVER 
The failure of either party to enforce any of the provisions of the Agreement Documents or 
to require performance of the other party of any of the provisions hereof must not be 
construed to be a waiver of such provisions, nor will it affect the validity of the Agreement 
Documents or any part thereof, or the right of either party to thereafter enforce each and 
every provision. 
14.24 
NONEXCLUSIVE REMEDIES 
The remedies set forth in this Agreement are cumulative and not exclusive, and failure to 
exercise any remedy (including, without limitation, any right to terminate) will not preclude 
any party from exercising any other right in seeking any other remedy available to it at law 
or in equity. 
14.25 
PROJECT COMMUNICATIONS 
14.25.1 
All communications concerning the performance of the Work or the Project will be provided 
to the designated Project Manager and Contractor’s Representative set forth in Article 1 
of the Agreement. City may change the designated Project Manager and, subject to 
Section 4.4.20 of 
these General Conditions, Contractor may change Contractor 
Representative, by written notice to the other. 
14.25.2 
Project communications may be exchanged by e-mail, but email communications cannot 
change the terms of the Agreement or the Scope of Work, or effectuate any change that 
requires a written Change Order. 
14.25.3 
When any provisions of the Agreement Documents requires Contractor or the Design 
Professional to give written notice to City, it will be deemed to have been validly given if 
delivered in person or if delivered at or sent by registered or certified mail, postage prepaid, 
to the Parties indicated in Agreement Article 1, incorporated by reference.   
14.25.4 
When any provisions of the Agreement Documents requires City, Project Manager, or the 
Design Professional to give written notice to Contractor, it will be deemed to have been 
validly given if delivered in person to the person designated in the Agreement Documents 
as Contractor’s Resident Superintendent, or if delivered at or sent by registered or certified 
mail, postage prepaid, to Contractor at the last address in the Agreement Documents or 
such substitute address which Contractor designates in writing, or to the business address 
known to the giver of notice.

General Conditions 
 
Revised: 7/20/22 
 
GC-57 of 75 
 
14.26 
DRUG FREE WORKPLACE PROGRAM 
14.26.1 
City has adopted a policy establishing a drug free workplace for itself and as a requirement 
for Contractors doing business with City, to ensure the safety and health of employees 
working on City projects. 
14.26.2 
Contractor must require a drug free workplace for all employees working under the 
Agreement. Specifically, all employees of Contractor who are working under an 
agreement with City must be notified, in writing, by Contractor that they are prohibited 
from the manufacture, distribution, 
dispensation, possession or unlawful use of a 
controlled substance in the workplace. 
14.27 
Failure to require a drug free workplace in accordance with the City’s policy may result 
in termination of the Agreement and possible debarment form bidding on future City 
projects. 
SECTION 15 - PROVISIONS APPLICABLE SOLELY TO GMP AND COST-BASED AGREEMENTS, 
CHANGE ORDERS, AND JOB ORDERS 
15.1 
ADDITIONAL DEFINITIONS 
The definitions set forth in Section 2 apply to GMP and Cost-Based Agreements, Change 
Orders, and Job Orders, together with the additional definitions set forth below. 
 
Baseline Cost Model – 
A breakdown and estimate of the scope of the Project developed by CM@Risk pursuant to Section 17.5 
of these General Conditions. 
 
CM@Risk or Construction Manager at Risk – 
The person or firm selected by City to provide pre-construction and/or construction services as 
detailed in a Construction Manager at Risk Agreement with City. In these General Conditions, the 
term “Contractor” includes CM@Risk under both Pre-Construction and Construction Services 
Agreements. 
CM@Risk Fee or Contractor’s Fee – 
An agreed to percentage in an accepted GMP that represents the Contractor’s fee for performance of 
the Work. 
 
Agreement Documents – 
Where compensation under the Agreement is based upon a GMP accepted by City, the term 
“Agreement Documents” also includes the accepted GMP Proposal. 
 
Agreement Price – 
Where compensation under the Agreement based upon a GMP accepted by City, the term 
“Agreement Price” refers to the GMP. 
 
Cost-Based Agreement, Change Order, or Job Order – 
A Agreement, Change Order, or Job Order where the Agreement Price is based upon the actual 
cost of performing the Work, subject to the terms of the Agreement Documents, including this 
Section 15. These would include those generally referred to as “Cost of the Work plus a Fee with 
a GMP,” “Time and Materials,” or “Cost Plus a Fee.” 
 
Cost of the Work – 
The direct costs necessarily incurred by Contractor in the proper, timely, and complete performance 
on the Work. The Cost of the Work will include only those costs set forth in Section 15.2 of these

General Conditions 
 
Revised: 7/20/22 
 
GC-58 of 75 
 
General Conditions. 
 
Deliverables – 
The work products prepared by Contractor in performing the scope of work described in the 
Agreement. Some of the major deliverables to be prepared and provided by Contractor during pre-
construction may include but are not limited to: the Baseline Cost Model and Schedule that validate 
City’s plan and budget, Construction Management Plan, Detailed Project Schedule, Schedule of Values, 
alternative system evaluations, procurement strategies and plans, Detailed Cost Estimates, 
construction market surveys, cash flow projections, GMP Proposals, Subcontractor procurement plan, 
Subcontractor agreements, Subcontractor bid packages, Supplier agreements, Constructability 
Review, Cost Control Log, Traffic control and phasing plans and others as indicated in this Agreement 
or required by the Project Team. 
 
Pre-Construction Services Agreement – 
The Agreement entered into between City and the CM@Risk for Pre-Construction Services to be 
provided by the CM@Risk, including, without limitation, the generation of a GMP Proposal. If the GMP 
Proposal is accepted by City and a Construction Agreement is entered into between City and CM@Risk, 
the duties, obligations and warranties of the CM@Risk under the Pre-Construction Services 
Agreement survive and are incorporated into the resulting Construction Agreement. 
 
Pre-Construction Services – 
The services to be provided under the Pre-Construction Services Agreement, including Section 17 of 
these General Conditions. 
 
Detailed Project Schedule – 
The Detailed Project Schedule developed by the CM@Risk for the review and approval of the Project 
Manager in accordance with Section 17.3 of these General Conditions, if applicable. 
 
General Conditions Costs – 
Those costs set forth in Section 4 of Appendix 9 to these General Conditions. 
 
GMP Plans and Specifications – 
The plan and specifications upon which the Guaranteed Maximum price Proposal is based. 
 
GMP Proposal – 
The proposal of Contractor submitted pursuant to Section 17.7 of these General Conditions for the 
entire Work and/or portion (phases) of the Work. 
 
Guaranteed Maximum Price or GMP – 
The Guaranteed Maximum Price set forth in the Agreement, Change Order, or Job Order if applicable. 
15.2 
AGREEMENT PRICE 
15.2.1 
The Agreement Price for all Agreements, Change Orders, and Job Orders based upon 
payment of the Cost of the Work plus a Fee with a GMP, time and materials, or cost-plus a 
fee will be the Cost of the Work incurred plus the Fee agreed to in writing by City, limited to 
the amount of the GMP, if agreed to. Unless otherwise expressly provided in the Agreement, 
Change Order, or Job Order, all Cost Based pricing will be subject to and limited to GMP. 
15.2.2 
The Agreement Price may only be changed as set forth in Section 9 above.

General Conditions 
 
Revised: 7/20/22 
 
GC-59 of 75 
 
15.2.3 
Only costs specifically designated as reimbursable costs are eligible for payment by City or 
may be charged against the Agreement Price. All other costs will not be paid by City and will 
not be chargeable against the Agreement Price. 
15.2.4 
Cost-Based Agreements. For Agreements, Change Orders, or Job Orders, reimbursable 
costs must be determined pursuant to Appendix 9 to these General Conditions, Cost of the 
Work, and not by MAG Specifications §109.5. 
15.3 
ALLOWANCES 
15.3.1 
Contractor must include in the Agreement Price all Allowances stated in the Agreement 
Documents and agreed to in writing by City. Items covered by these Allowances must be 
supplied for such amounts and by such persons as City may direct, provided Contractor will 
not be required to employ persons against whom Contractor makes a reasonable objection. 
Materials, labor, and equipment under an Allowance will be selected by City in accordance 
with a schedule to be mutually agreed upon by City, Design Professional and Contractor or 
otherwise in reasonably sufficient time to avoid delay in the Work. 
15.3.2 
Unless otherwise provided in the Agreement Documents: 
15.3.2.1 
These Allowances must cover the cost to Contractor, less any applicable trade discount, of 
the materials, labor, and equipment required by the Allowances, delivered at the Site, and 
all applicable taxes; 
15.3.2.2 
Contractor’s costs for unloading and handling on the Site, labor, installation costs, overhead, 
profit and other expenses relating to materials, labor, and equipment required by the 
Allowance must be included in the Agreement Sum and not in the Allowance; and 
15.3.2.3 
Whenever the cost is more or less than the Allowance, the Agreement Sum must be 
adjusted accordingly by Change Order, the amount of which will recognize the difference 
between actual costs for an Allowance item and the amount of the Allowance item and 
changes, if any, in handling costs on the Site, labor, installation costs, overhead, profit and 
other expenses. 
15.4 
CONTINGENCY 
An agreed to amount in the GMP that may only be used in accordance with the terms set 
forth in these General Conditions and with prior written approval by the City. 
15.4.1 
Construction Contingency.  This GMP includes a dollar amount listed as a Construction 
Contingency which will be readily available for increased costs for subcontractors, material, 
and equipment subject to prior approval of City, which approval will not be withheld 
unreasonably.  The Construction Contingency may also be used, at the discretion of City, to 
reimburse CM@Risk for unexpected costs due to (a) scope gaps between trade 
subcontractors; (b) agreement default by trade subcontractors; (c) unforeseen field 
conditions, but only as defined in Section 9.5 above; (d) work completed to meet the intent 
of the design, but which was not indicated on the plans; (e) costs overruns not covered by 
allowances; (f) costs of corrective work not provided for elsewhere; and (g) implementation 
of any Recovery Plan.  Cost for which CM@Risk desires to be paid from the Construction 
Contingency must be documented by CM@Risk on a time and materials basis and are 
subject to verification by City.  If agreed to by City, a “Use of Contingency” form will be 
executed by both parties authorizing the actual cost of the work to be paid and included in 
the Work Item Direct Costs.  The Construction Contingency is not allocated to any particular

General Conditions 
 
Revised: 7/20/22 
 
GC-60 of 75 
 
item of the Project but may be used for any portion of the work as determined above.  Any 
amount not used in the Construction Contingency will belong to City and will reduce the 
GMP.  
15.4.2 
Owner’s Contingency.  This GMP also includes a dollar amount listed as an Owner’s 
Contingency which may be used only by the City (owner department) for upgrades and 
changes in scope or other changes not already included within the intent of the Project 
Program.  City will provide CM@Risk with a Work Change Directive authorizing CM@Risk to 
perform the additional work and to transfer funds from the Owner’s Contingency to the 
Work Item Direct Costs category to be paid with such direct costs.  These additional costs 
will be in an amount mutually agreed upon by CM@Risk and City or will be documented by 
CM@Risk on a time and materials basis and are subject to verification by City.  Any amount 
not used in the Owner’s Contingency will belong to the City and will reduce the GMP. 
15.5 
REDUCTION IN RETENTION 
If the Agreement Price is based upon a GMP, in order to receive payment of one-half of the 
retention as set forth in Section 8.1.5 above, Contractor must also submit to the Project 
Manager a complete accounting of the Actual Reimbursable Cost of the Work to date, 
including all such documentation (including, without limitation, invoices, subcontract, 
subcontractor change orders, purchase orders, records of payment, etc.) as City may require, 
to establish whether the payments made to Contractor equal, exceed, or are less than the 
actual reimbursable Cost of the Work to date. Any excess payments by City, as determined 
by the Project Manager, will be deducted from the one-half retention payment to be made 
to Contractor, and any additional excess amounts paid to Contractor will be refunded by 
Contractor to City. The Project Manager’s determinations as to Actual Reimbursable Cost 
of the Work will be the basis of payment until final Project Closeout and Final Payment 
under the Agreement. 
15.6 
FINAL PAYMENT 
If the Agreement Price is based upon a GMP, as a further condition precedent to Final 
Payment by City, Contractor must submit to the Project Manager a complete final 
accounting of the Actual Reimbursable Cost of the Work, including all such documentation 
(including, without limitation, 
invoices, subcontracts, subcontractor change orders, 
purchase orders, records of payment, etc.) as City may require, to establish whether the 
payments made to Contractor equal, exceed, or are less than the Actual Reimbursable Cost 
of the Work to date. Any excess payments by City, as determined by the Project Manager, 
will be deducted from the one-half retention payment to be made to Contractor, and any 
additional excess amounts paid to Contractor will be refunded by Contractor to City. 
Disputes relating to the Final Cost of the Work will be subject to City’s audit rights under 
Sections 8.8 above and 15.7 below, and the dispute resolution process under Section 13 
above. 
15.7 
OPEN BOOK 
On any GMP-based or Cost-Based Agreement, Job Order, or Change Order, City may attend 
any and all meetings or discussions pertaining to the Project, including bid openings, and 
must have access to all books, invoices, accounts, memoranda, correspondence, and 
written communications or records of any kind pertaining to the Project, including without 
limitation, those stored in electronic format. 
15.8 
DIFFERING SITE CONDITIONS AND/OR CHANGE IN LAWS 
A Change Order for increased costs under Section 9.5 or 9.6 above will only be considered

General Conditions 
 
Revised: 7/20/22 
 
GC-61 of 75 
 
or granted by City to the extent such actual, documented costs are justified. 
 
SECTION 16 - PROVISIONS APPLICABLE SOLELY TO JOB ORDER AGREEMENTS (JOC) 
16.1 
ADDITIONAL DEFINITIONS 
The definitions set forth in Sections 2 and below will apply to all Job Order Agreements and 
Job Orders. In addition, the definitions set forth in Section 15.1 above will apply to all Cost-
Based Job Orders. 
 
Agreement – 
Includes the Job Order Master Agreement and Job Order Project Agreements issued and agreed to by City 
and JOC Contractor. 
 
JOC Contractor’s Coefficient – 
A numerical factor that represents JOC Contractor total costs (indirect and direct costs, sales tax, 
profit, etc.) and other adjustments for market conditions. 
 
Job Order Request for Proposal (RFP) – 
The Request for Proposals issued by City for each Job Order Project Agreement relating to a specific 
Project. 
 
Job Order Cost Proposal – 
The Proposal submitted by JOC Contractor in response to a Job Order Request for Proposal (RFP) issued 
by City to develop a Job Order Project Agreement for a specific Project. 
 
Guaranteed Maximum Price (GMP) Job Order – 
Job Order under which JOC Contractor is compensated for actual costs incurred. 
 
Job Order Project Agreement (Job Order) – 
The agreement for a specific project, as it may be modified by all Change Orders, executed by the 
Parties, which incorporates the terms and conditions of the Job Order Master Agreement.  
16.2 
ORDERING AND PROCESSING PROCEDURES FOR JOB ORDERS 
16.2.1 
The process for developing and issuing a Job Order for a particular Project consists of three 
(3) procedures: (1) issuance of a RFP by City; (2) JOC Contractor’s response to the RFP in the 
form of JOC Contractor’s Job Order Cost Proposal; and (3) Issuance of a Job Order by City, as 
set for below. 
16.2.2 
RFP’s For Job Orders 
16.2.2.1 
City will provide to JOC Contractor RFP with a Scope of Work (SOW) describing the Work to 
be performed, which may include special instructions and conditions, material submittal 
requirements, and, if applicable, a complete set of sketches, construction drawings and 
specifications for the Job Order. 
16.2.2.2 
Some Job Order RFP’s will be issued by City without detailed sketches, drawing and 
specifications and will rely on JOC Contractor to produce them for City review and approval 
and is considered to be Pre-Construction and incidental design services included in JOC 
Contractor’s overhead for GMP Job Orders. In addition JOC Contractor will not be 
reimbursed for any Pre-Job Order costs, including proposal preparation, attendance during 
negotiations, or site visits.

General Conditions 
 
Revised: 7/20/22 
 
GC-62 of 75 
 
16.2.3 
JOC Contractor’s Job Order Cost Proposal 
16.2.3.1 
JOC Contractor must respond within ten (10) calendar days of the RFP date or site visit, 
whichever is later or as otherwise indicated on a case-by-case basis, by submitting JOC 
Contractor’s Job Order Cost Proposal to the City representative. 
16.2.3.2 
Unless otherwise required under the terms of the RFP, JOC Contractor’s Job Order Cost 
Proposal must include the following. 
a. JOC Contractor’s Job Order Cost Proposal in PDF and electronic format; 
b. A Project Schedule and schedule of values that reflects the costs of each work 
element on the schedule. The schedule must show all milestones (e.g., 
permits, submittals, ordering materials, demolition, work phases, closeout 
and completion date); and 
c. Necessary documentation will be required to indicate that adequate scoping, 
layout, setup and planning to accomplish the Work has been done. 
Examples of documentation that might reasonably be expected include 
sketches, drawings, calculations, catalog cuts and specifications produced 
to a level of detail and skill that could be expected of experienced, 
competent Project Managers with five or more periods experience in their 
respective trade. 
16.2.3.3 
JOC Contractor must select Subcontractors based on qualifications alone or on a 
combination of qualifications and price and must not select Subcontractors based on 
price alone. A qualifications and price selection may be a one-step selection based on 
a combination of qualifications and price or two-step selection. In a two-step selection, 
the first step must be based on qualifications alone and the second step may be based or 
a combination of qualifications and price or on price alone. 
16.2.3.4 
Upon request, JOC Contractor must provide City with copies of Subcontractor quotes and 
the basis for selection of each Subcontractor. 
16.2.3.5 
If City objects to a selected Subcontractor, City will make the objection and the reasons for 
the objection known to the JOC Contractor. JOC Contractor must then present an 
acceptable Subcontractor for the applicable discipline. City will not unreasonably object 
to or withhold approval of a Subcontractor. 
16.2.3.6 
For self-performed work, the City retains the right to have the JOC Contractor establish JOC 
Contractor’s costs by bidding their costs against at least three (3) other interested trade 
Contractors. No self- performed work will be allowed to be performed on a lump sum basis. 
16.2.4 
Issuance of Job Order 
16.2.4.1 
City Representative will compare the JOC Contractor’s Job Order Cost Proposal with the City’s 
estimate, 
schedules and other requirements, and then, if the City Representative 
determines it is in the best interest of City, arrange a meeting with JOC Contractor, at which 
time the JOC Contractor’s Job Order Cost Proposal will be discussed and negotiated. 
16.2.4.2 
If the City Representative determines that it is in the best interest of the City, City will then 
issue a Job Order to JOC Contractor for execution. 
16.2.4.3 
Specific Job Orders may vary, but unless agreed to by City in writing otherwise, the content

General Conditions 
 
Revised: 7/20/22 
 
GC-63 of 75 
 
of Job Orders under the Agreement will generally be as follow, all of which will be signed 
and/or initialed by JOC Contractor’s designated representative: 
a. The description of the Scope of the Work and Project Schedule (attached as 
Exhibit A to the Job Order); 
b. The address or location of the Work; 
c. The Agreement Price for Work (Construction) included in the Project 
(attached as Exhibit B to the Job Order); 
d. The name of the JOC Contractor representative for the Project; 
e. The Drawings and Specifications for the Project; 
f. 
If any shop drawings, project date and/or samples are required for the Job 
Order, the date for delivery of each required item (included in the Project 
Schedule, Exhibit A to the Job order); and 
g. Project Specific Provisions, if any, in Exhibit A  to the Job Order, 
including, without limitation, whether any of the following are required: 
Pre-Construction Conference, weekly progress meetings, field office, 
storage enclosure, materials and equipment handling facility, submittals, 
shop drawings, product data, equipment list, samples, project manual, 
schedule of values, Construction progress schedule, narrative reports, 
progress report, progress charts, progress photographs, materials status 
report, Construction diagram, Construction status report, operation and 
maintenance data, operating maintenance instructions and parts list, and 
as-build drawings. 
16.2.5 
Job Order Intent. Each Job Order will be interpreted to include all items reasonably 
necessary to complete the Project under that Job Order as described in the scope of the 
Work in that Job Order. All Work must be performed in a professional manner and all 
materials used must be new and of the highest quality and of the type best adapted to 
their purpose, unless otherwise specified. The Notice to Proceed date, and the award date 
established therein, will be deemed an integral part of the Job Order the same as if set forth 
therein. 
16.3 
INCIDENTAL DESIGN SERVICES 
16.3.1 
This effort includes all “extensions of design” for systems that are typically specified in 
a performance oriented manner by consultants and designers. Examples include: fire 
sprinkler systems, fire alarm and sprinkler systems, DDC controls, control systems, 
prefabricated metal building and similar situations. These designs are normally provided 
under submittals as a shop drawing with engineering backup and as appropriate, seals of 
registered engineers specializing in the particular system. 
16.3.2 
Incidental design includes all documents, sketches, schematic diagrams, floor plan 
layouts, equipment schedules and other documents produced by the JOC Contractor to 
define the work required for projects that the City does not develop formal or abbreviated 
designs requiring a seal by a registered engineer. Incidental design does not include 
preparation of designs requiring an architect or engineer seal. 
16.3.3 
JOC Contractor represents, covenants, and agrees, and contractually assumes the 
obligation to furnish, all of the required Design Services through properly licensed and

General Conditions 
 
Revised: 7/20/22 
 
GC-64 of 75 
 
experienced Design Professionals in complete accordance with all of the duties imposed 
on a Design Professional under the Agreement Documents, Laws, Regulations, or Legal 
Requirements, and the common law. 
16.3.4 
All Design Documents (and all other Project-related documents, models, computer 
drawings and other electronic expression, photographs and other expressions CADD, and 
BIM files and images included) that JOC Contractor and/or JOC Contractor’s Design 
Professional(s) prepare in connection with a Job Order and the copyrights therein 
(collectively, the “Instruments of Service”) will be the property of City. JOC Contractor 
covenants and agrees to execute any additional document reasonably requested by City 
to confirm such assignment without any additional compensation. 
16.4 
CONSTRUCTION SERVICES 
16.4.1 
The following subsections of this Section 16.4 set forth requirements beyond those set forth 
in Section 4 above which apply to Construction Services performed under a Job Order. 
16.4.2 
JOC Contractor must perform the Work using only those firms, team members and 
individuals designated by JOC Contractor consistent with each Job Order or otherwise 
approved by City pursuant to the General Conditions. No other entities or individuals may 
be used without the prior written approval of the Project Manager. 
16.4.3 
Construction Phasing 
16.4.3.1 
City use of the facilities is anticipated while the Work is being performed. The Work must 
be planned and accomplished so that there will be a minimum of interference and 
inconvenience to occupants in the building and agencies in the vicinity and to other 
craftsmen who may have to do work in the affected facilities. Any blockage of building 
exits or driveways must be coordinated in advance. 
16.4.3.2 
If applicable, furniture, portable office equipment and wall appurtenances not rigidly 
fastened to the walls must be moved by JOC Contractor, protected from damage and 
replaced to the original position upon completion of the work. If the work required by 
the Job Order will not allow furniture and portable office equipment to be replaced to its 
original position, new locations will be designated by City. Incidental costs associated with 
moving one-piece furnishings up to approximately 150 pounds to perform such tasks as 
painting, carpet or tile replacement, etc., are considered a general cost of building 
renovation and must be included in the JOC Contractor’s Coefficient. Costs for large scale 
or wholesale removal and replacement of large quantities of 
desks or modular 
workstations, copiers, multiple full file cabinets, etc. to another location or storage outside 
the work space, or disassembly and reassembly of modular furniture is not considered 
part of the JOC Contractor’s Coefficient and will be priced separately. 
16.4.3.3 
The work must, so far as practicable, be done in definite sections or divisions and confined 
to limited areas which must be completed before work in other sections or divisions are 
begun. 
16.4.4 
Work Site Conflicts. In the event of a conflict between JOC Contractor and others in an 
occupied facility or where other Contractors are performing work on the same facility 
under other Agreements, City will decide to dispute and that decision will be final. 
16.4.5 
Ownership of Work Product. Work Product prepared or otherwise created in connection

General Conditions 
 
Revised: 7/20/22 
 
GC-65 of 75 
 
with the performance of this Agreement, including the Work, are to be and remain the 
property of City. For purposes of this provision, “Work Product” will include all designs, 
drawings, plans, specifications, ideas, renderings and other information or matter, in 
whatever form created (e.g., electronic or printed) and in all media now known or 
hereinafter created. All Work Product will be considered Work Made for Hire as defined 
in the United States Copyright Act 17 U.S.C. §101 (Copyright Act). If for any reason any such 
Work is found not to be a work for hire, JOC Contractor hereby transfers and assigns 
ownership of the copyright in such Work to City. The rights in this Section are exclusive to 
City in perpetuity. 
16.5 
OPTIONAL LIQUIDATED DAMAGES 
16.5.1 
Specific Job Orders. City will have the right to assess liquidated damages in relation to 
any specific JOC Project Agreement as set forth below. 
16.5.2 
Substantial Completion Liquidated Damages. JOC Contractor acknowledges and agrees 
that if JOC Contractor fails to obtain Substantial Completion of the Work within the 
Agreement Time, City will sustain extensive damages and serious loss as a result of such 
failure. The exact amount of such damages will be extremely difficult to ascertain. 
Therefore, City and JOC Contractor agree that if JOC Contractor fails to achieve Substantial 
Completion of the Work within the Agreement Time, City will be entitled to retain or 
recover from JOC Contractor, as liquidated damages and not as a penalty, the sum per 
calendar day as indicated in MAG § 108.9. 
16.5.3 
Final Acceptance Liquidated Damages. For the same reasons set forth in Section 16.5.2 
above, City and JOC Contractor further agree that if JOC Contractor fails to achieve Final 
Acceptance of the Work within the Agreement Time, City will be entitled to retain or recover 
from JOC Contractor, as liquidated damages and not as a penalty, the sum per calendar 
day as indicated in MAG § 108.9 commencing from the actual date of Substantial 
Completion or Final Acceptance as required under any specific JOC Project Agreement. 
16.5.4 
MAG Liquidated Damages. Liquidated damages provisions in MAG § 108.9 may apply to any 
specific JOC Project Agreement.   
16.5.5 
City may deduct liquidated damages assessed pursuant to this Section 16.5 from any 
unpaid amounts then or thereafter due JOC Contractor under the Agreement or any 
specific JOC Project Agreement between JOC Contractor and City. Any liquidated damages 
not so deducted from any unpaid amounts due JOC Contractor must be payable to City 
at the demand of City, together with interest from the date of the demand at the highest 
lawful rate of interest payable to JOC Contractor. 
16.6 
PERFORMANCE MEASUREMENT 
16.6.1 
Performance Assessment. After the Final Acceptance of Work under each Job Order, City 
will complete a written evaluation of the performance of JOC Contractor on the Job Order. 
16.6.2 
Consideration in Assignment of Work. JOC Contractor’s record of cost, schedule and 
quality performance and comparative assessments will be significant considerations in 
City’s determination whether to award future Job Orders. JOC Contractor agrees that any 
determination by City not to not award future Job Orders or Option periods based on 
performance will be at the sole discretion of City.

General Conditions 
 
Revised: 7/20/22 
 
GC-66 of 75 
 
SECTION 17 - PROVISIONS APPLICABLE SOLELY TO PRE-CONSTRUCTION SERVICES FOR 
CONSTRUCTION MANAGER AT RISK 
17.1 
ADDITIONAL DEFINITIONS 
The definitions set forth in Section 2 and 15.1 above will apply to all Pre-Construction 
Services Agreements. 
17.2 
GENERAL 
17.2.1 
CM@Risk must perform the  Services required by, and in accordance with the Agreement 
Documents and as outlined in Exhibit A of the Agreement to the satisfaction of the 
Project Manager, exercising the degree of care, skill, diligence and judgment a professional 
construction manager experienced in the performance of such services for construction 
and/or facilities of similar scope, function, size, quality, complexity and detail to the 
Project in urban areas throughout the United States, would exercise at such time, under 
similar conditions. CM@Risk must, at all times, perform the required services consistent 
with sound and generally accepted engineering principles and construction management 
and construction contracting practices. 
17.2.2 
As a participating member of the Project Team, CM@Risk must provide to City and Design 
Professional a written evaluation of City’s Project Program and budget, each in terms of 
the other, with recommendations as to the appropriateness of each. CM@Risk must 
prepare a Baseline Cost Model that validates City’s budget. The Baseline Cost Model must 
include all assumptions and basis of estimates in enough detail so that the Project Team 
can compare future detail estimates to the Baseline Cost model for variances. City and 
Design Professional will provide all the reasonably required data that is available in 
order to reach agreement between the team members that the Baseline Cost Model is an 
accurate projection of the costs of the Project. 
17.2.3 
CM@Risk must attend Project Team meetings, which may include, but are not limited to, 
bi- weekly Project management meetings, Project workshops, special Project meetings, 
construction document rolling reviews, public meetings and partnering sessions. CM@Risk 
attendance at design or other meetings in which CM@Risk is provided the opportunity but 
does not actively participate and/or is not properly prepared is not acceptable. Repeated 
instances of non-participation and/or lack of preparedness will be grounds for termination 
of CM@Risk Agreement for default. 
17.2.4 
CM@Risk must provide Pre-Construction Services, described herein, in a timely manner 
and consistent with the intent of the most current Drawings and Specifications. CM@Risk 
must promptly notify City in writing whenever CM@Risk determines any Drawings or 
Specifications are inappropriate for the Project and/or cause changes in the scope of Work 
that deviates more than the allowed contingencies within the Baseline Cost Model or 
requires an adjustment in the Baseline Cost Model, Detailed Cost Estimate, Detailed 
Project Schedule, GMP Proposals and/or in the Agreement Time for the Work, to the extent 
such as established. 
17.2.5 
CM@Risk when requested by City, must attend, make presentations and participate as may 
be appropriate in public agency and or community meetings, relevant to the Project. 
CM@Risk must provide drawings, schedule diagrams, budget charges and other materials 
describing the Project when their use is required or appropriate in any such public agency 
meetings.

General Conditions 
 
Revised: 7/20/22 
 
GC-67 of 75 
 
17.2.6 
Ownership of Work Product. All Work Product prepared or otherwise created in connection 
with the performance of this Agreement, including the Work, are to be and remain the 
property of City. For purposes of this provision, “Work Product” will include all designs, 
drawings, plans, specifications, ideas, renderings and other information or material, in 
whatever form created (e.g., electronic or printed) and in all media now know or hereinafter 
created. All Work Product will be considered Work Made for Hire as defined in the United 
States Copyright Act 17 U.S.C. 
§101 (Copyright Act). If for any reason any such Work is found not to be a work for 
hire, Contractor hereby transfers and assigns ownership of the copyright in such Work to 
City. The rights in this Section are exclusive to City in perpetuity. 
17.2.7 
CM@Risk represents to City in completing Pre-Construction Services and providing the 
reports 
and analysis required thereunder, that Work can be properly and timely 
constructed within the GMP Proposal, if accepted. CM@Risk does not assume any design 
responsibilities unless specifically called for in the scope of work, but CM@Risk will be 
responsible for their errors, omissions or inconsistencies included in the Work. 
17.3 
DETAILED PROJECT SCHEDULE 
17.3.1 
The fundamental purpose of the Detailed Project Schedule is to identify, coordinate and 
record the tasks and activities to be performed by all of the Project Team members and 
then for the Project Team to utilize that Deliverable as a basis for managing and 
monitoring all member’s compliance with the schedule requirements of the Project. 
Each Project Team member is responsible for its compliance with the Detailed Project 
Schedule requirements. CM@Risk must, however, develop and maintain the Detailed 
Project Schedule on behalf of and to be used by the Project Team based on input from the 
other Project Team members. The Baseline Project Schedule must be developed as part 
of the Baseline Cost Model. The Detailed Project Schedule must use the Critical Path 
method (“CPM”) technique, unless required otherwise, in writing by City. CM@Risk must 
use scheduling software acceptable to City to develop the Detailed Project Schedule. 
The Detailed Project Schedule must be presented in graphical and tabular reports as 
agreed upon by the Project Team. If Project phasing as described below is required, the 
Detailed Project Schedule must indicate milestone dates for the phases once 
determined. As part of construction phase, City may require CM@Risk to prepare a 
“resource loaded” schedule for all work, including work performed by Subcontractors, 
detailing each of the project tasks and the required/anticipated number of personnel per 
day for each task. CM@Risk must also indicate on the schedule its ability to meet said 
required/anticipated personnel requirements. 
17.3.2 
CM@Risk must include and integrate in the Detailed Project Schedule the services and 
activities required of City, Design Professional and CM@Risk including all construction 
phase activities based on the input received from City and the Design Professional. 
The Detailed Project Schedule must define activities as determined by City to the extent 
required to show: (a) the coordination between preliminary design and various pre-
construction documents, (b) any separate long-lead procurements, (c) any permitting 
issues, (d) any land, right-of-way, or easement acquisition, (e) bid packaging strategy and 
awards to Subcontractors and Suppliers, (f) major stages of construction, (g) start-up and 
commissioning, and (h) occupancy of the completed Work by City. The Detailed Project 
Schedule must include by example and not limitation, proposed activity sequences and 
durations for design, procurement, construction and testing activities, milestone dates for 
actions and decisions by the Project Team, preparation and processing of shop drawings

General Conditions 
 
Revised: 7/20/22 
 
GC-68 of 75 
 
and samples, delivery of materials or equipment requiring long-lead time procurement (if 
any), milestone dates for various construction phases, Total Float for all activities to the 
extent authorized by City, relationships between the activities, 
City’s occupancy 
requirements showing portions of the Project having occupancy priority, and proposed 
dates for Final Acceptance. 
17.3.3 
A Baseline Project Schedule must be initiated with the project Baseline Cost Model and 
agreed to by the project team at the same time. CM@Risk must update and maintain a 
detailed Project Schedule throughout pre-construction such that it will not require major 
changes at the start of the construction phase to incorporate CM@Risk’s plan for the 
performance of the construction phase Work. CM@Risk must provide updates and/or 
revisions to the Detailed Project Schedule for use by the Project Team, whenever required, 
but no less often than at the Project Team meetings. CM@Risk must include with such 
submittals a narrative describing its analysis of the progress achieved to-date vs. the 
Baseline Project Schedule, including any concerns regarding delays or potential delays, and 
any recommendations regarding mitigating actions. 
17.3.4 
If phased construction is deemed appropriate at the time of developing the Baseline Cost 
Model or during the development of the Detailed Project Schedule, and City approves, 
CM@Risk must review the design and make recommendations regarding the phased 
issuance of Construction Documents to facilitate phased construction of the Work, with 
the objective of reducing the Project Schedule and/or Cost of the Work. CM@Risk must take 
into consideration such factors as natural and practical lines of work severability, 
sequencing effectiveness, access and availability constraints, total time for completion, 
construction market conditions, labor and materials availability, and any other factors 
pertinent to saving time and cost. 
17.3.5 
Long Lead Time Items. As part of developing the Detailed Project Schedule, CM@Risk must 
identify all long lead time materials, fabrications, equipment, or other items which may 
impact the Project Schedule and may require early action on the part of the Project Team. 
Dates for selecting and ordering long lead time items will be included and highlighted 
in the Detailed Project Schedule 
17.3.6 
Equipment Plan. Contractor must develop an Equipment Plan that addresses all rental 
and owned equipment, regardless of whether such equipment will be provided by 
CM@Risk or subcontractor(s), that will be necessary to construct the Project and the cost 
of which will be included as a Cost of the Work in the GMP Proposal. The Equipment Plan 
will seek to minimize the cost of the equipment to City and maximize the efficient and 
coordinated use of the equipment for completion of the Project. The Equipment Plan will 
not only include the costs and allowable lease rates for the equipment, but will also include 
an equipment schedule that will be incorporated into the Detailed Project Schedule and the 
Schedule of Values submitted with the GMP Proposal. 
17.4 
DESIGN DOCUMENT REVIEWS 
17.4.1 
CM@Risk must evaluate periodically the availability of labor, materials/equipment, cost- 
sensitive aspects of the design; and other factors that may create an unacceptable variance 
to the Baseline Cost Model and/or Baseline Project Schedule. 
17.4.2 
CM@Risk must recommend, in conjunction with the Project Team, those additional surface 
and subsurface investigations that, in its professional opinion, are required to provide the 
necessary 
information for CM@Risk to construct the Project. 
These additional

General Conditions 
 
Revised: 7/20/22 
 
GC-69 of 75 
 
investigations, if agreed to 
be necessary by the Project Manager and the Design 
Professional, will be acquired by City and copies of the reports will be provided to CM@Risk. 
17.4.3 
CM@Risk must meet with the Project Team as required to review designs during their 
development. CM@Risk must familiarize itself with the evolving documents through 
pre- 
construction. CM@Risk must proactively advise the Project Team and make 
recommendations on factors related to construction costs, and concerns pertaining to the 
feasibility and practicality 
of any proposed means and methods, selected materials, 
equipment and building systems, and, labor and material availability. CM@Risk must 
furthermore advise the Project Team on proposed site improvements, excavation and 
foundation considerations, as well as, concerns that exist with respect to coordination of 
the Drawings and Specifications. CM@Risk must use established value analysis principles 
in recommending cost effective alternatives. 
17.4.4 
CM@Risk must routinely conduct constructability and bid-ability reviews of the Drawings 
and Specifications as necessary to satisfy the needs of the Project Team. The reviews must 
attempt to identify all discrepancies and inconsistencies in the Construction Documents 
especially those related to clarity, consistency, completeness and coordination of Work of 
Subcontractors and Suppliers. 
17.4.4.1 
CM@Risk must evaluate whether: (a) the Drawings and Specifications are configured to 
enable efficient construction; (b) design elements are standardized; (c) construction 
efficiency 
is 
properly 
considered 
in 
the 
Drawings 
and 
Specifications; 
(d) 
module/preassembly design is prepared to facilitate fabrication, transport and installation; 
(e) sequences of Work required by or inferable from the Drawings and Specifications are 
practicable; (f) the design has taken into consideration efficiency issues concerning access 
and entrance to the site, laydown and storage 
of materials, staging of site facilities, 
construction parking, and other similar pertinent issues; and (g) the design maintains 
continued operation of the existing City systems and maintains traffic on adjacent 
roadways. CM@Risk must also review the Drawings and Specifications to ensure that what 
is depicted therein can be constructed as designed and must promptly inform the Project 
Team of any issues. 
17.4.4.2 
CM@Risk must check cross-reference and complementary Drawings and sections within 
the Specifications and in general evaluate whether: (a) the Drawings and Specifications 
are sufficiently clear and detailed to minimize ambiguity and to reduce scope interpretation 
discrepancies; (b) named materials and equipment are commercially available and are 
performing well, or otherwise, in similar installations; (c) Specifications include alternatives 
in the event a requirement cannot be met in the field; and (d) in its professional opinion, the 
Project is likely to be subject to Differing Site Conditions. 
17.4.4.3 
The results of the reviews must be provided to Project Team in formal, written reports 
clearly 
identifying all reviewed documents and the discovered discrepancies and 
inconsistencies in the Drawings and Specifications with notations and recommendations 
made on the Drawings, Specifications and other documents. CM@Risk must meet with 
Project Team to discuss any findings and review reports. 
17.4.4.4 
CM@Risk’s reviews must be from a Contractor’s perspective, and though it will serve to 
eliminate/reduce the number of RFIs) and changes during the construction phase, 
responsibility for the Drawings and Specifications will remain with the Design Professional 
and not CM@Risk.

General Conditions 
 
Revised: 7/20/22 
 
GC-70 of 75 
 
17.4.5 
It is CM@Risk’s responsibility to assist the Design Professional in ascertaining that, in 
CM@Risk’s professional opinion, the Construction Documents are in accordance with 
applicable Laws, Regulations, or Legal Requirements, building codes, sound engineering 
principle’s rules and regulations. If CM@Risk recognizes that portions of the Construction 
Documents are at variance with applicable laws, statutes, ordinances, building codes, 
sound engineering principle’s rules and regulations, it must promptly notify the Project Team 
in writing, describing the apparent variance of deficiency. However, the Design Professional 
is ultimately responsible for the compliance of the Drawings and Specifications with those 
laws, statutes, ordinances, building codes, rules and regulations. 
17.4.6 
The Project Team will routinely identify and evaluate using value analysis principles and 
alternate systems, approaches, design changes that have the potential to reduce Project 
costs while still delivering a high quality and fully functional Project consistent with 
the Project Program. If the Project Team agrees, CM@Risk in cooperation with the Design 
Professional, will perform a cost/benefit analysis of the alternatives and submit such in 
writing to the Project Team. City, through the Project Manager, will direct which alternatives 
will be incorporated into the Project. The Design Professional will have full design 
responsibility for the review and incorporation of CM@Risk suggested alternatives into 
the Drawings and Specifications. CM@Risk must analyze the costs and schedule impacts of 
the alternatives against the Baseline 
Cost Model and Schedule and provide a 
recommendation for the Project Team’s consideration and City’s approval prior to the 
establishment of the GMP. 
17.5 
BASELINE COSTS MODEL, DETAILED COST ESTIMATES, AND SCHEDULE OF VALUES 
17.5.1 
At the conclusion of the Master Planning and Programming, if required, CM@Risk will 
review all available information regarding the design and scope of the Project using 
CM@Risk’s experience in performing similar work, knowledge of similar projects and 
current and projected construction costs and, based upon that review, must develop a 
Baseline Cost Model for review by the Project Team and approval by City.  Once approved 
by City, the Baseline Cost Model will be continually referenced as detailed estimates are 
created as the design progresses throughout Pre-Construction until the final GMP for the 
entire Project is established.  A final GMP for the entire Project must be established and 
approved by City prior to the start of construction. It is the responsibility of CM@Risk 
to ensure City has sufficient information to evaluate  and  approve  a  final  GMP  prior  to  
the  time  necessary to  start  construction  so construction can be completed within the 
Agreement Time.  The Project Detailed Cost Estimate will be the best representation from 
CM@Risk of what the complete functional Project’s construction costs will be as indicated 
by the most current available documents and will be constantly checked against the 
Baseline Cost Model. CM@Risk must communicate to the Project Team and assumptions 
made in preparing the Baseline Cost Model. The Baseline Cost 
Model must support 
CM@Risk’s Detailed Cost Estimates and may be broken down initially as dictated by the 
available information, as required by City. 
17.5.2 
After receipt of the Design Professional’s most current documents from certain specified 
pre- construction milestones, CM@Risk must provide a draft Detailed Cost Estimate 
including a detailed written report detailing any variances to the Baseline Cost Model and 
Baseline Project Schedule. The Design Professional and CM@Risk will reconcile any 
disagreements on the estimate to arrive at an agreed upon Detailed Cost Estimate for the 
construction costs based on the scope of the Project through that specified pre-
construction milestone. Pre-Construction milestones applicable to this paragraph are:

General Conditions 
 
Revised: 7/20/22 
 
GC-71 of 75 
 
Master Planning and Programming, Schematic Design, 50% Design Development, 100% 
Design Development, and 50% Construction Drawings, If no consensus is reached, City will 
make the final determination. If the Project Team requires additional updates of the 
Detailed Cost Estimate beyond that specified in this paragraph, CM@Risk must provide the 
requested information in a timely manner. 
17.5.3 
If at any point the Detailed Cost Estimate submitted to City exceeds the previously 
accepted Baseline Cost Model or previously approved Detailed Cost Estimate agreed to as 
set forth in Section 17.5.2 above, CM@Risk must make appropriate recommendations to 
project Team on means/methods, materials, and or other design elements that it 
believes will reduce the estimated construction costs, such that it is equal to or less than 
the established Project Team’s Baseline Cost Model. 
17.5.4 
Unless other levels of completion are agreed to in writing in the Construction Documents, 
at 50% Construction Drawings and included with the associated report, CM@Risk must 
also submit to the Project Team for review and approval a Schedule of Values that complies 
with the following requirements. The Schedule of Values must be based on City standard 
bid schedule and highlight significant variances from any previously submitted Schedule 
of Values. The Schedule of Values must be directly related to the breakdowns reflected in 
the Detailed Project Schedule and CM@Risk’s Detailed Cost Estimate.  In addition, the 
Schedule of Values must:  (a) detail unit prices and quantity take-offs, (b) detail all other 
contingencies and unit price Work shown and specified in the detailed design documents. 
17.5.5 
CM@Risk is to track, estimate/price and address the Project Team’s overall project cost issues 
that arise outside of the Baseline Cost Model and the latest approved Detailed Cost 
Estimate such as: City generated changes, Project Team proposed changes, alternate 
system analysis, constructability items and value engineering analysis. The system used 
to implement this process will be referred to as the Design Evolution Log. This is to be 
addressed between the Baseline Cost Model and the Master Planning and Programming 
Detailed Cost Estimate, and then (unless other levels of completion are agreed to in writing 
in the Construction Documents) between the Detailed Cost Estimates for each of the pre-
construction milestones thereafter, Schematic Design, 50% Design Development, 100% 
Design Development, and 50% Construction Documents, and the bid packages for all 
Phases. 
17.5.6 
Upon request by City, CM@Risk must submit to City a cash flow projection for the Project 
based on the current updated/revised Detailed Project Schedule and the anticipated level of 
payments for CM@Risk during the design and construction phases. In addition, if requested 
by City and based on information provided by City, CM@Risk must prepare a cash flow 
projection for the entire Project based on historical records for similar types of projects 
to assist City in the financing process. 
17.5.7 
Construction Water. CM@Risk must estimate the quantity of water to be used and include 
the cost thereof in each Detailed Cost Estimate and GMP Proposal provided by City. 
17.6 
SUBCONTRACTOR AND MAJOR SUPPLIER SELECTIONS 
17.6.1 
There are two ways to select Subcontractors and major Suppliers prior to submission of a 
GMP Proposal: (1) qualifications-based selection; or (2) a combination of qualifications 
and price. Except as noted below, the selection of Subcontractors/Suppliers is the sole 
responsibility of CM@Risk. In any case, CM@Risk is solely responsible for the performance 
of the selected Subcontractors/Suppliers, and for compliance with the requirements of

General Conditions 
 
Revised: 7/20/22 
 
GC-72 of 75 
 
Title 34 of the Arizona Revised Statutes in the selection of a Subcontractors/Suppliers, 
to the extent applicable. CM@Risk must comply with its Subcontractor Selection Plan 
submitted with its Statement of Qualifications. 
17.6.2 
City may approve the selection of a Subcontractor(s) or Suppliers(s) based only on their 
qualifications when CM@Risk can demonstrate it is in the best interest of the Project. All 
Work that is performed, after such a qualifications-based selection, for a price that is 
negotiated by CM@Risk will be billed in accordance with the GMP for actual costs and may 
be subject to audit by City. 
17.6.2.1 
Qualifications based selection of a Subcontractor(s)/Supplier(s) should only occur prior to 
the submittal of the GMP Proposal. 
17.6.2.2 
If a Subcontractor/Supplier selection plan was submitted and agreed to by City, CM@Risk 
must apply the plan in the evaluation of the qualifications of a Subcontractor(s) or 
Supplier(s) and provide City with its review and recommendations. 
17.6.2.3 
CM@Risk must receive written City approval for each selected Subcontractor(s) and 
Supplier(s). 
17.6.2.4 
CM@Risk must negotiate costs for services/supplies from each Subcontractor/Supplier 
selected under this method. 
17.6.3 
All Work must be competitively bid unless a Subcontractor or Supplier was selected pursuant 
to Section 17.6.2 above. 
17.6.3.1 
CM@Risk must develop Subcontractor and Supplier interest, submit the names of a 
minimum of three qualified Subcontractors or Suppliers for each trade in the Project for 
approval by City and solicit bids for the various Work categories. If there are not three 
qualified Subcontractors/Suppliers available for a specific trade or there are extenuating 
circumstances warranting such, CM@Risk may request approval by City to submit less 
than three names. Without prior written notice to City, no change in the recommended 
Subcontractors/Supplies will be allowed. 
17.6.3.2 
If City objects to any nominated Subcontractor/Supplier or to any self-performed Work for 
good 
reason, CM@Risk must nominate a substitute Subcontractor/Supplier that is 
acceptable to City. 
17.6.3.3 
CM@Risk must distribute Drawings and Specifications, and when appropriate, conduct a 
Pre- Bid Conference with prospective Subcontractors and Suppliers. 
17.6.3.4 
If CM@Risk desires to self-perform certain portions of the Work, it must request to be one of 
the approved Subcontractor bidders for those specific bid packages. CM@Risk’s bid will 
be evaluated in accordance with the process identified below. If events warrant and City 
concurs that it is necessary in order to ensure compliance with the Project Schedule 
and/or the most recent Detailed Cost Estimate, CM@Risk may be authorized to self-
perform Work without bidding or rebidding the Work. When CM@Risk self-performs work 
without bidding, only the actual costs associated with performing the Work in accordance 
with the approved GMP will be billed and may be subject to audit by City. 
17.6.3.5 
CM@Risk must receive, open, record and evaluate the bids; provided, however, that if 
CM@Risk or one of its affiliates is bidding to self-perform the Work that is the subject of the 
bid, then the bids must be received, opened, recorded and evaluated by Project Manager

General Conditions 
 
Revised: 7/20/22 
 
GC-73 of 75 
 
instead of CM@Risk. Bids for each category of Work must be opened and recorded at a 
pre-determined time. The apparent low bidders must be interviewed to determine the 
responsiveness of their proposals. In evaluating the responsiveness of bid proposals 
CM@Risk, in addition to bid price, may consider the following factors: past performance 
on similar projects, qualifications and 
experience of personnel assigned, quality 
management plan, approach or understanding of the 
Work to be performed, and 
performance 
schedule 
to 
complete 
the 
Work. 
The 
final 
evaluation 
of 
Subcontractor/Supplier bids must be done with Project Manager in attendance to observe 
and witness the process. CM@Risk must resolve any Subcontractor/Supplier bid withdrawal, 
protest or disqualification in connection with the award at no increase in the Cost of Work. 
17.6.4 
CM@Risk will be required to prepare two different reports on the subcontracting process. 
17.6.4.1 
Within fifteen days after each major Subcontractor/Supplier bid opening process; 
CM@Risk must prepare a report for City’s review and approval identifying the 
recommended Subcontractors/Supplier for each category of Work. The report must detail: 
(a) the name of the recommended Subcontractor/Supplier and the amount of the 
Subcontractor/Supplier bid for each sub-agreement; (b) the sum of all recommended 
Subcontractor/Supplier bids received; (c) and trade work and its cost that CM@Risk intends 
to self-perform, if any. 
17.6.4.2 
Upon completion of the Subcontractor/Supplier bidding process, CM@Risk must submit 
a summary report to City of the entire Subcontractor/Supplier selection process. The report 
must indicate, by bid process, all Subcontractors/Suppliers contacted to determine 
interest, the Subcontractors/Suppliers solicited, the bids received and costs negotiated, 
and the recommended Subcontractors/Suppliers for each category of Work. 
17.6.5 
The approved Subcontractors/Suppliers will provide a Schedule of Values with their bid 
proposals, which will be used to create the overall Project Schedule of Values. 
17.6.6 
If after receipt of sub-bids or after award to Subcontractors and Suppliers, City objects to 
any nominated Subcontractor/Supplier or to any self-performed Work without any 
reasonable basis, CM@Risk must nominate a substitute Subcontractor or Supplier, 
preferably if such option is still available, from those who submitted Subcontractor bids 
for the Work affected.  Once such substitute Subcontractors and Suppliers are consented 
to by City, CM@Risk’s proposed GMP for the Work or portion thereof must be 
correspondingly adjusted to reflect any higher or lower costs form any such substitution. 
17.7 
GMP PROPOSAL 
17.7.1 
When a GMP Proposal is submitted for a phase of the Work, the GMP will have a Detailed Cost 
Estimate of the Costs of the Work (as set forth in Section 15.2) in each phase of the Work 
that is being proposed plus the current estimate for all other Work. City will not approve 
the GMP for the phase of work without a total estimate for the complete Project. City may 
request a GMP Proposal for all or any portion of the Project and at any time during pre-
construction. Any GMP Proposals submitted by CM@Risk must be based on and consistent 
with Baseline Cost Model and the current update/revised Detailed Cost Estimate at the 
time of the request and include any clarifications or assumptions upon which the GMP 
Proposal(s) are based. 
17.7.2 
A GMP Proposal for the entire Project will be the sum of the Cost of the Work, CM@Risk Fee, 
and General Conditions Cost. CM@Risk guarantees to complete the Project at or less than

General Conditions 
 
Revised: 7/20/22 
 
GC-74 of 75 
 
the final GMP Proposal amount plus approved Change Orders. CM@Risk will be responsible 
for any costs for expenses that would cause the Cost of the Work actually incurred, 
including the Construction Fee and General Conditions Costs, to exceed the GMP. 
17.7.3 
CM@Risk must prepare its GMP Proposal in accordance with City’s request for GMP Proposal 
requirements based on the most current completed Drawings and Specifications at that 
time, which unless otherwise directed by City in writing, will be at 100% Construction 
Drawings. CM@Risk must mark the face of each document of each set upon which its GMP 
Proposal is based. 
These documents must be identified as the GMP Plans and 
Specifications. CM@Risk must send one set of those documents to the Project Manager, 
keep one set and return the third set to the Design Professional. 
17.7.4 
An updated/revised Detailed Project Schedule, Equipment Plan, and Schedule of Values 
must be included in any GMP Proposal(s), all of which must reflect the GMP Plans and 
Specifications the Detailed Project Schedule must be shown in relationship to the Project 
Schedule and identify any variance to the Baseline Project Schedule. Any such Detailed 
Project Schedule updates/revisions must continue to comply with the requirements of 
Section 17.3.1 through 17.3.5. 
17.7.5 
GMP Proposals(s) Review and Approval 
17.7.5.1 
CM@Risk must meet with the Project Team to review the GMP Proposal(s) and the written 
statement of its basis. In the event the Project Team discovers inconsistencies or 
inaccuracies 
in the information presented, CM@Risk must make adjustments as 
necessary to the GMP Proposal. 
17.7.5.2 
If during the review and negotiation of GMP Proposals design changes are required, City 
may authorize and cause the Design Professional to revise the GMP Plans and Specifications 
to the extent necessary to reflect the agreed-upon assumptions and clarifications contained 
in the final approved GMP Proposal. Such revised GMP Plans and Specification will be 
furnished to CM@Risk. CM@Risk must promptly notify the Project Team in writing if any 
such revised 
GMP Plans and Specifications are inconsistent with the agreed upon 
assumptions and clarifications. 
17.7.6 
All portions of or items comprising the GMP Proposal are subject to audit by City, as 
deemed appropriate by City, including, without limitation, any based upon unit prices or 
Work to be self- performed by CM@Risk, or its affiliates. 
17.8 
PAYMENT PROCEDURE FOR PRE-CONSTRUCTION SERVICES 
17.8.1 
Requests for monthly payments by CM@Risk for Pre-Construction Services must be 
submitted monthly and must be accompanied by a progress report, detailed invoices 
and receipts, if applicable. Any requests for payment must include, as a minimum, a 
narrative description of the tasks accomplished during the billing period, a listing of any 
Deliverables submitted, and copies of any Subconsultants’ requests for payment, plus 
similar narrative and listings of Deliverables associated with their Work. Payment for 
services negotiated as a lump sum will be made in accordance with the percentage of work 
completed during the preceding month. 
17.8.2 
In no event will City pay more than seventy-five (75%) of the Agreement Price until 
acceptance of ALL Pre-Construction Services and award of the final approved Construction 
Services Agreement for the entire Project by City Council. If CM@Risk does not prepare a

General Conditions 
 
Revised: 7/20/22 
 
GC-75 of 75 
 
GMP Proposal that is acceptable to City, or the GMP Proposal exceeds the City’s 
Construction Budget, then CM@Risk understands and acknowledges that it will forfeit any 
right to receive the 25% of the Agreement Price being retained by City. 
17.8.3 
CM@Risk agrees that no charges or claims for costs or damages of any type will be made by 
it for any delays or hindrances beyond the reasonable control of City during the progress of 
any portion of Pre-Construction Services specified in this Agreement. Such delays or 
hindrances, if 
any, will be solely compensated for by an extension of time for such 
reasonable period and may be mutually agreed between the parties. It is understood 
and agreed, however, that permitting CM@Risk to proceed to complete any such Services, 
in whole or in part after the date to which the time of completion may have been extended, 
will in no way act as a waiver on the part of City of any of their respective legal rights herein. 
17.8.4 
No compensation to CM@Risk will be allowed contrary to Article I, Chapter I, Title 34 of the 
Arizona Revised Statutes. 
17.8.5 
If any service(s) executed by CM@Risk is abandoned or suspended in whole or in part, for 
a period of more than 180 days through no fault of CM@Risk, CM@Risk is to be paid for 
the services performed prior to the abandonment or suspension. 
17.9 
SURVIVAL OF THE DESIGN SERVICES AGREEMENT, DUTIES, OBLIGATIONS AND 
WARRANTIES 
If the GMP Proposal is accepted by City and a Construction Agreement is entered into 
between City and CM@Risk, the duties, obligations and warranties of CM@Risk under the 
Pre- Construction Services Agreement survive and are incorporated into the resulting 
Construction Agreement.

App’d 7/20/2022 
APP-1 of 33 
 
General Conditions Appendices 
 
 
 
SECTION 15 – APPENDICES 
 
The following Appendices attached hereto are referenced in the General Conditions and 
are incorporated herein. 
 
 
Appendix 1 – Policy Statement for Calculating Delays and Damages 
Appendix 2 – Cost Reduction Incentive Proposals for Design Bid Build Agreements 
Appendix 3 – Contractor’s Affidavit Regarding Settlement of Claims 
Appendix 4 – Forms of Performance Bond 
Appendix 5 – Forms of Payment Bond 
Appendix 6 – Dispute Resolution 
Appendix 7 – Certificate of Completion 
Appendix 8 – Construction Sign Detail 
Appendix 9 – Cost of the Work (Applicable solely to Construction Manager at Risk and 
Job Order Contracting) 
Appendix 10 Landscape Establishment Period

App’d 7/20/2022 
APP-2 of 33 
General Conditions  
Appendix 1 
 
 
 
CALCULATING DELAYS AND DAMAGES 
 
 
The purpose of this policy statement is to establish guidelines and procedures for negotiation between 
the Contractor and City of Chandler relating to compensation for delays pursuant to Arizona Revised 
Statutes (A.R.S.) 34-221(F). This policy statement contains notice requirements in addition to those set 
forth in the Agreement Documents, and will be the Agreement Provision contemplated by that statute. 
 
NOTE: As used herein, the term “Engineer” will refer to the City of Chandler City Engineer or 
his/her designated representative. Nothing in this Policy Statement will be construed to void any 
provision in the Agreement which requires timely notice of delays or provides for arbitration or 
any other procedure for settlement or provides for liquidated damages. 
 
I. 
TYPES OF DELAYS: 
 
For the purposes of this document, there are essentially four types of delays encountered by 
City of Chandler Construction Contractors; excusable/compensable, excusable/non-
compensable, non- excusable, and concurrent. Only delays that extend Agreement 
Completion Time set forth in the Agreement Document will be considered for issues 
relating to Agreement extensions or additional compensation. All other delays are 
considered to be activity delays and do not entitle the Contractor to either time extensions 
or additional compensation. Agreement Completion Time will be defined as the date set forth 
in Maricopa Association of Governments (MAG) Uniform Standard Specification Section 101 
and as may be modified by the Agreement Documents. 
 
A. 
Excusable/Compensable: 
 
These are delays caused solely by the City’s actions or inactions, are unreasonable 
under the circumstances, and which were not within the contemplation of the 
parties to the Agreement at or prior to the time of execution of the Agreement. 
Since the Contractor presumably has no control over the events causing the delay, 
he may be entitled to both Agreement time extensions and additional compensation 
for delay damages. Further, he/she may be entitled to additional compensation from 
the impact of that delay on other work. Examples of excusable/compensable (E/C) 
delays include: failure to properly locate an underground City-owned utility within 2 
feet of the actual location; failure to relocate City-owned utilities far enough in 
advance of construction in an area where the Contractor is scheduled to work that 
it delays start or completion of the Contractor’s regularly scheduled work; failure 
to provide City-furnished equipment or materials in a timely manner if required by 
the Agreement; failure to acquire necessary Right-of-Way or Public Utility Easements 
prior to the Contractor beginning Work in the area; failure to timely return Shop 
Drawings or other Agreement Submittals in accordance with the Agreement; 
unreasonable delay by the City in making decisions which affect critical activities; 
surveying errors when the City is contractually responsible for providing Project 
Surveying. This list is not meant to be all inclusive, but is intended merely as examples 
of the type of City action or inaction which can result in a Contractor’s claim for 
additional time and compensation.

App’d 7/20/2022 
APP-3 of 33 
General Conditions  
Appendix 1 
 
 
B. 
Excusable/Non-compensable: 
 
These are delays over which neither the City nor the Contractor had control. Since 
both parties to the Agreement have been potentially damaged by the delay, but 
neither have caused it, only Time Extensions are warranted. Examples of excusable, 
non-compensable (E/N) delays include: unusually severe weather; fire; acts of God; 
failure of non-City owned utilities (SRP, CenturyLink, Cable TV, Southern Pacific 
Railroad, and Southwest Gas, etc.) to properly or timely locate accurately; failure of 
non-City owned utilities to relocate in advance of construction; the voluntary or 
involuntary filing for Bankruptcy protection by a Supplier or Subcontractor which 
causes the Supplier/Subcontractor to fail to meet a contractual deadline provided the 
Contractor can provide documentation that he/she executed the required Purchase 
Orders/Subcontract Agreements and received delivery schedules which, if met, 
would have eliminated the delay; delays as a result of an incomplete shutdown of a 
City or non-City owned utility main (the City does not guarantee a complete 
shutdown). This list also is not necessarily all inclusive but merely indicative of type 
and class of E/N delays. 
 
C. 
Non-excusable/Non-compensable: 
 
These are delays caused by the actions or inactions of Contractor or an officer, 
employee, agent, Subcontractor, Supplier or any other party for whom the Contractor 
is responsible. Since the Contractor has assumed responsibility for the risks 
associated with the events that caused the delay, he/she are not entitled to either time 
extensions or monetary delay damages. All non-excusable delays are also non-
compensable. Examples of non- excusable, non-compensable (N/N) delays include: 
failure to perform by the Contractor, its Subcontractors and/or Suppliers (except as 
noted in section I.B above); failure to provide adequate labor, materials, and/or 
equipment on the Project; failure to perform contractually-required coordination 
with utilities, agencies and other Contractors; failure to notify the Engineer, in writing, 
of delay impacts within two working days, as required by MAG 104.2.3, or the next 
work day, as required by MAG 109.8.2; failure to timely submit Shop Drawings; failure 
to pothole or otherwise visually locate utilities sufficiently ahead of the Work to allow 
the Engineer to direct corrective action when necessary; delays due to retesting of 
previously failed work, re-inspection, and/or restaking resulting from faulty 
workmanship, poor quality control, or lack of compliance with Agreement 
Specifications. Again, this list is not necessarily all inclusive. 
 
D. 
Concurrent: 
 
When two or more delays occur simultaneously or overlap, each delay is analyzed 
separately to determine its impact on the overall project completion date based on 
when that delay started. Once again, only those delays which actually extend the 
Agreement completion time are considered as delays. The concurrent delay is 
considered an additional delay only to the extent it prolongs the delay to the 
Agreement Completion Time beyond the date that the one it is concurrent with had 
already delayed that date. For example, if two delays are concurrent, and one is five 
days long and the second is seven days long, the second concurrent delay will only 
extend the Agreement Completion Time by two days. The same method of analysis is

App’d 7/20/2022 
APP-4 of 33 
General Conditions  
Appendix 1 
 
 
used when there are multiple concurrent delays. Only those extending the Project 
Completion Date are considered to be delays for the purposes of this policy. The 
portion of each concurrent delay that delays the completion of the work is classified 
in the same manner as described previously for individual delays and being either E/C, 
E/N or N/N. 
 
An example of a concurrent delay is where the City delays furnishing material, but 
the Contractor could not have installed it anyway due to unusually severe weather. The 
effect of the first delaying activity will extend for the full duration and will be 
considered controlling on the Contractor’s schedule. A subsequent, concurrent delay 
will thereafter only be considered to effect the project completion (if at all) once the 
first delaying activity has ceased to impact the project completion. In this case, if the 
unusually severe weather continued and delayed the work after the material was 
delivered, the first portion of the delay would be classified E/C (delay for material) 
and the second as E/N (delay due to unusually severe weather). Using the procedure 
set forth above, the entire concurrent portion would be considered E/C as shown in 
the chart which follows. 
 
Example of a Concurrent Delay: 
 
 
 
 
E/C Delay 
E/N Delay 
 
 
 
City Related Material Delay 
 
 
 
Rain Delay 
 
 
 
 
 
II. 
ANALYZING THE DELAY: 
 
The Contractor must provide all documents required or requested by the Engineer to analyze the 
delay(s). It is important to understand that, prior to the delay analysis, delays and their impacts are 
alleged issues. The information the Contractor provides will be compared with the Inspector’s Daily 
Log, Schedules and other available Project information and together they will support or refute that 
delays occurred and, if so, how they impact other work and the overall project completion. The 
Contractor’s delay in providing these documents will be considered prima facie evidence that either 
the delay did not occur or it did not impact the Project Completion Date and any claim for time 
extension or damages will be denied. 
 
The Engineer will accept delay analyses in CPM format, as these may demonstrate to his/her 
satisfaction whether or not Project Completion has been impacted by a specific event. If the Contractor 
chooses not to use CPM scheduling procedures, then the burden will be on the Contractor to prove 
to the Engineer’s satisfaction that the Project Completion has been impacted. The procedures

App’d 7/20/2022 
APP-5 of 33 
General Conditions  
Appendix 1 
 
 
below assume that the Contractor is using CPM scheduling methods. As a minimum the Contractor 
must provide the following materials to the Engineer: 
 
A. 
As-Planned Schedule. The initial construction schedule, required by the Agreement 
Documents, will be considered the baseline schedule. It is to the Contractor’s 
advantage that the As-Planned (baseline) Schedule be as detailed as possible in order 
for delays, as they occur, to be incorporated into the schedule in representative 
locations. It is also to the Contractor’s advantage to use a computer software program 
to generate the schedule since updated schedules are required monthly by the 
Agreement Documents and since updated schedules are required to support 
delays and requests for additional compensation for delays. The As-Planned 
(baseline) Schedule must be presented in network format which clearly shows the 
interrelationships of the activities. The Contractor must also provide a printout of the 
activities showing early start, early finish, late start, late finish, duration and float. The 
activity list printout must also indicate predecessor and successor activities. 
 
B. 
As-Built Schedules. The as planned (baseline) schedule must be updated with 
complete progress-to-date information (actualized) up to the date of the start of the 
alleged delay. Each updated schedule will serve as the as-built schedule for analyzing 
the alleged delay and provide a new baseline as-planned schedule for the next delay. 
This process must be repeated for each alleged delay as it occurs. In updating the 
baseline schedule, the alleged delay must be treated as an activity and inserted into the 
schedule as a predecessor to the impacted activity (ies). When an activity that has 
already started is impacted, it is preferable to divide this activity into two parts and 
show the impact affecting the second part. For schedules which incorporate a time 
line (or data date), the delay activity must be inserted at the time it actually occurred. 
Some software scheduling programs have a PAUSE-RESUME feature that can be 
used to facilitate the requirements. The updated schedule must also be accompanied 
by a listing of activities as with the baseline schedule. This activities list must contain 
the alleged delay as an activity showing the duration and the activities which are 
predecessors and successors to it. When computer generated schedules are used, 
the Contractor must provide, in electronic media format, the complete data files for 
the updated schedule that included the delay activity, preferably either in Suretrak 
or in Microsoft Project. Each electronic media must contain a label identifying the 
Project name, Contractor’s name, program name and version number, data date 
and project finish date. 
 
C. 
Other Documents: In order to determine the amount of the alleged delay and if it 
is compensable, the Contractor must provide all backup documentation relevant to the 
issue and as required by the Engineer. This documentation must include copies of 
such items as: purchase orders; delivery schedules; correspondence; memoranda of 
telephone calls; force account daily worksheets (initialed by the Inspector); payroll 
data; estimating (bid) worksheets; and any other materials which may be requested 
by the Engineer. 
 
D. 
Procedure: Only after receipt of sufficient documentation will the Engineer analyze 
each alleged delay and determine if it is supported or refuted. If supported, the 
Engineer will determine if it is excusable or non-excusable, compensable or non-

App’d 7/20/2022 
APP-6 of 33 
General Conditions  
Appendix 1 
 
 
compensable. If the Engineer determines that the delay did not affect the Project 
Completion, the as-planned schedule, which has been updated to the date of the 
alleged delay, must be revised to indicate this. If the Engineer determines the delay 
did occur but was N/N, then no time extension will be granted. It is imperative that 
an actualized schedule be submitted as soon as the occurrence of the alleged delay 
is known. In no event will the Contractor submit an actualized updated schedule 
later than 60 days after the occurrence of the alleged delay becomes known. 
 
If the Engineer determines the delay did occur and was excusable but, due to a 
reason listed in section I.B. is non-compensable, he/she will determine the length of 
the E/N delay and prepare a Change Order to add that time to the Agreement. The 
Engineer’s decision will be final. 
 
If the Engineer determines the delay was excusable and compensable, he/she will 
determine the length of the E/C delay and proceed to review the Contractor’s damage 
calculations in accordance with Section III. The Engineer will check the Contractor’s 
calculations, review the backup documentation provided, and prepare a Change 
Order to cover both the additional compensation and the time extension. The 
Engineer’s decision on both the time extension and additional compensation for the 
delay will be final. 
 
If the issue involves a concurrent delay, the Engineer will analyze available data 
to determine the portions which are E/C, E/N, and/or N/N as described above. The 
Engineer will proceed to determine the length of E/C delay and verify the Contractor’s 
delay damage calculations, if any are provided. Upon completion of this review, the 
Engineer will prepare a Change Order for the Contractor’s review and signature. 
The Engineer’s decision regarding excusable delay and additional compensation for 
the delay is final. 
 
The amount of time the Engineer will require to analyze the alleged delay(s) will 
depend upon the Engineer’s workload, the complexity of the delay analysis, 
availability of supporting data, extent of cooperation by the Contractor, and other 
factors beyond the Engineer’s control. It is entirely possible other delay(s) may occur 
while the Engineer is analyzing particular claim for delay(s). The Engineer’s failure to 
respond to the Contractor in a set period of time will not be used as the basis for 
a further delay claim or as justification for extending and existing delay claim. The 
time required for delay analysis by the Engineer will not be counted against the time 
allotted for processing Final Payment as required by (MAG Section 109.7(B)) or the 
release of retention and Final Payment as prescribed by A.R.S. Arizona Revised 
Statutes §34-221. 
 
III. 
CALCULATING MONETARY DELAY DAMAGES: 
 
Additional compensation for delay, when authorized by the Engineer, will be calculated in accordance 
with MAG Section 109.5 ACTUAL COST WORK with the following exceptions: 
 
A. 
No additional compensation or other monetary damages will be awarded or paid for 
any loss of anticipated profits by the Contractor, Subcontractors or Suppliers.

App’d 7/20/2022 
APP-7 of 33 
General Conditions  
Appendix 1 
 
 
B. 
No additional compensation or other monetary damages will be awarded for home 
office overhead or non-project general conditions of the Contractor, Subcontractors 
or Suppliers. 
 
C. 
Equipment: 
 
1. 
Contractor-owned equipment rate calculations must be computed in 
accordance with Section 109.04(D)(3), Arizona Department of Transportation 
“Standard Specifications for Road and Bridge Construction,” 2008 or latest 
edition and as modified herein. Year and regional adjustment factors must be 
based on the most recent publications of the Rental Rate Blue Book for 
Construction 
Equipment, published 
by 
the 
Equipment 
Guide-Book 
Company, San Jose, CA, same as provided by ADOT and in print as of the 
date of alleged delay. In no event will the compensation for Contractor-
owned equipment exceed the purchase price, including tax, paid by the 
Contractor for the equipment. Compensation will not be allowed for small tools 
or equipment that show a daily equipment rental rate of less than $5.00 per 
day or for unlisted equipment that has a value of less than for hundred 
dollars ($400.00). 
2. 
For leased and rented equipment or equipment not otherwise listed in the 
Blue Book, rental contracts, or other supporting data will be used to establish 
the hourly rate. No hourly operating expense will be allowed for delay on 
standby equipment. In no case will equipment be considered for rental which 
exceeds the hourly rate for the first eight hours and the daily rate divided 
by eight for all additional hours as compared with similar equipment listed in 
the Blue Book. The hourly standby rate must be computed as the lesser of: 
 
a. 
Dividing the monthly invoice or rental value by 176 hours 
per month when the equipment is utilized by the Contractor 
for more than three weeks; 
 
b. 
Dividing the monthly invoice or rental value by 40 hours per 
week when the equipment is utilized by the Contractor for 
more than three days. 
 
In no event will compensation be paid for delay at more than 
8 hours per day or 40 hours per week. 
 
3. 
Except for vehicles used by supervisory personnel, all equipment will be paid 
at the “standby” rate during the delay period. 
 
4. 
Equipment brought solely to mitigate the delay (such as pumps, light plants, 
etc.) may be paid in accordance with ADOT section 109.04(D) (3). 
 
5. 
The Blue Book regional adjustment will apply in determining rental rates. 
 
D. 
Material: 
 
Allowable material charges may include, in addition to material incorporated in the

App’d 7/20/2022 
APP-8 of 33 
General Conditions  
Appendix 1 
 
 
work material used to mitigate the delay such as barricades, plates, shoring, cold 
mix, etc. Except in emergencies the Contractor will not employ such material 
without the prior written approval of the Engineer. 
 
E. 
Labor: 
 
1. 
Except for Supervisory Personnel (Superintendent, Project Engineer, and 
Foremen), labor wages will not be paid after the first one-half day of claimed 
delay or impact. It is expected the Contractor will reassign or layoff 
unneeded employees. 
 
2. 
For Foreman wages to be included, that Foreman must have been actively 
employed on the project prior to the commencement of the delay and be 
directly responsible for the activity being delayed. 
 
3. 
Labor burden must be actual amounts incurred but must not exceed the 
ADOT approved rate. 
 
F. 
All costs (equipment, material, and labor) must be substantiated by the City of 
Chandler’s Daily Work Reports. 
 
IV. 
DOCUMENT REQUIRED FOR CLAIM ANALYSIS: 
 
For purposes of reviewing the Contractor’s request for additional compensation, it will be required 
that the Contractor submit the following listed information. Information requested must be prepared 
on forms which are substantially similar to the City of Chandler’s Daily Work Report form, a copy of 
which is attached as an exhibit. 
 
A. 
Labor: 
 
For each employee, laborer, and foreman, for which compensation is requested: 
Name, classification, dates of work performed, daily hours worked, total hours worked, 
labor rates, labor burden rates, overtime or premium time charges. Further, the 
Contractor must make available for inspection and copying to the Engineer the 
following listed documentation. 
 
1. 
Certified payroll reports for the period of work claimed. 
2. 
Accounting of Fringe Benefits – certified by a CPA. 
3. 
Contractor’s and Subcontractor’s daily field reports and daily diaries. 
 
B. 
Materials: 
 
For all materials for which compensation is requested, if any, total quantities of 
materials, prices, extensions and transportation costs must be provided on a daily 
basis. Further, the Contractor must make available for inspection and copying to the 
Engineer the following listed documentation. 
 
1. 
Invoices for all materials incorporated. 
2. 
Weigh tickets. 
3. 
Purchase orders.

App’d 7/20/2022 
APP-9 of 33 
General Conditions  
Appendix 1 
 
 
4. 
Delivery schedules. 
5. 
Quotes or proposals from manufacturers or supplier. 
6. 
Freight bills, Bills of Lading, or other documentation to show transportation 
costs. 
7. 
Restocking charges-invoices from vendor. 
 
C. 
Equipment: 
 
For all equipment, the Contractor must provide the Engineer with the designation, 
dates and hours of usage, dates and hours of standby, if any, daily hours, total hours, 
rental rates and extension for each unit of equipment and machinery. Rental 
rates will be as established in Section III. Further, the Contractor must make available 
for inspection and copying to the Engineer the following listed documentation. 
 
1. 
Owned: 
a. 
Purchase contracts(s). 
b. 
Depreciation schedule(s). 
c. 
Invoices for fuel, lube, repairs and other operating costs. 
 
2. 
Leased: 
a. 
Lease agreement with hourly rate, overtime rate, double shift rate, etc. 
b. 
Invoices or other documentation showing hours worked on a daily 
basis. 
 
D. 
Subcontractors/Owner-Operators: 
 
In the event the Contractor submits a claim which includes requests for compensation 
for Subcontractors of Owner-Operators, the same information requested of the 
Contractor must be provided by the Subcontractor/Owner-Operator. Further, the 
Contractor must make available for inspection and copying to the Engineer the 
following listed documentation. 
 
1. 
Bid/Estimate work sheets and/or spreadsheets. 
2. 
Subcontract Agreements or Agreements with Owner-Operator. 
3. 
All invoices and billing statements received from the Subcontractor/Owner- 
Operator which relates to the amount requested. 
 
E. 
Miscellaneous: 
 
Further, the Contractor must make available for inspection and copying to the Engineer 
the following listed documentation. 
 
1. 
Evidence of payment for bonds and insurance premiums (MAG 109.5.6). 
2. 
Taxes – unless the Contractor can show otherwise, taxes are reimbursable at 
65% of the total cost (less bonds and insurance). 
 
V. 
TIME LIMIT ON SUBMISSIONS OF CLAIM FOR DELAY OR IMPACT DAMAGES: 
 
No claims for delay or impact damages will be considered or allowed more than 45 days after the 
event or occurrence which the Contractor claims gives rise to the delay or impact. In no event will a

App’d 7/20/2022 
APP-10 of 33 
General Conditions  
Appendix 1 
 
 
claim for delay or impact damages be considered after submission by the Contractor of the Final 
Payment Request.

App’d 7/20/2022 
APP-11 of 33 
General Conditions  
Appendix 2 
 
 
 
 
COST REDUCTION INCENTIVE PROPOSALS 
FOR DESIGN BID BUILD AGREEMENTS 
 
 
The Contractor may submit to the Engineer proposals for modifying the Plans, Specifications, or 
other requirements of the Agreement for the sole purpose of reducing the total cost of Project 
construction. The proposals must not impair in any manner the essential functions or characteristics 
of the project; including but not limited to service life, economy of operations, ease of maintenance, 
desired appearance, compatibility with existing or planned equipment, standardization of systems, 
or  design and safety standards. 
 
It must not be inferred from this Policy that the Engineer is required to consider any proposal 
submitted. 
 
Submissions that propose changes in the basic design of a bridge, propose changes in pipe line 
size, materials, bedding conditions, pipe specifications; or that propose any change in pavement design 
will not be considered. 
 
Proposals submitted pursuant to this Policy will be identified as Cost Reduction Incentive Proposals. 
They must be submitted in writing and, at a minimum, contain the following. 
 
1. 
Complete the attached or similar cost reduction incentive proposal form. 
 
2. 
A description of both the existing Agreement Requirements for performing the work 
and the proposed changes. 
 
3. 
All Engineering Drawings and computations necessary for the thorough and 
expeditious evaluation. 
 
4. 
An itemization of the existing Agreement Requirements that must be changed if the 
Proposal is adopted and a recommendation as to the manner in which the change 
should be made. 
 
5. 
A detailed estimate of the cost of performing the Work under the existing 
Agreement and under the proposed changes, including the cost of developing and 
implementing the changes. 
 
6. 
The Agreement items affected by the proposed changes and any variations in 
quantities resulting from the changes. 
 
7. 
An objective estimate of any effects the proposal will have on collateral cost to the 
City, costs of related items, and cost of maintenance and operation. 
 
8. 
A statement as to the effect that the Proposal will have on the time for the completion 
of the Project. 
 
9. 
A statement as to the time by which a Change Order adopting the Proposal must 
be executed or when the Engineer must have given verbal approval.

App’d 7/20/2022 
APP-12 of 33 
General Conditions  
Appendix 2 
 
 
 
Proposals will be processed expeditiously; however, the City will not be liable for any delay in acting 
upon any Proposal nor for any failure to accept any Proposal pursuant to this Special Provision. 
 
The Engineer will be the sole judge of the acceptability of a Proposal and of the estimated net savings 
in construction costs from the adoption of all or any part of the Proposal. The Contractor will be 
notified in writing by the Engineer as to whether his/her Proposal has been accepted. The decision by 
the Engineer is final. 
 
When the City deems such action to be appropriate, it reserves the right to require the Contractor to 
share equally in the cost to the City of investigating, evaluating, and processing the proposal as a 
condition for the consideration of such Proposal. Such cost must be shared whether the Proposal is 
accepted or rejected. When such a condition is imposed, the City will estimate these costs and the 
Contractor must indicate his acceptance thereof in writing. Such acceptance will authorize the City to 
deduct the Contractor’s share of the costs from any monies due or that may become due to the 
Contractor under the Agreement. 
 
If the Contractor’s Proposal is accepted in whole or in part, the necessary Agreement Modifications 
and Agreement Price Adjustments will be affected by the execution of a Change Order which will 
specifically state that it is executed pursuant to this Special Provision. 
 
The Contractor must continue to perform the work in accordance with the requirements of the 
Agreement until a Change Order incorporating the Proposal has been executed or until he/she has 
been given verbal approval by the Engineer that his/her Proposal has been accepted. If the Change 
Order has not been executed or he/she has not been given verbal approval on or before the date 
specified on the attached cost reduction incentive proposal form or on or before such other date as the 
Contractor may have subsequently specified in writing, the Proposal may be deemed to be rejected. 
 
The executed Change Order will incorporate the changes in the Plans, Specifications, or other 
requirements of the Agreement which are necessary to permit the Proposal, or such part of it which 
has been accepted, to be put into effect, and will include any condition – upon which the City’s 
approval thereof is based, if such approval is conditional. The executed Change Order may also 
extend the time for the completion of the Agreement if such an extension has been deemed to be 
warranted by the Engineer as a result of his evaluation of the Proposal. 
 
The executed Change Order will also establish the estimated net savings in the cost of performing 
the Work attributable to the Proposal effectuated by the Change Order. In determining the net 
savings, the right is reserved to the Engineer to disregard the Agreement bid prices if, in his/her 
judgment, such prices do not represent a fair measure of the value of the Work to be performed or 
to be deleted. The net savings will be established by determining the Contractor’s cost of performing 
the Work, taking into account his/her cost of developing the Proposal and implementing the change, 
and reducing  this amount by any ascertainable collateral costs to the City. The executed Change 
Order may provide that the Contractor be paid 50 percent of the estimated net savings amount. 
 
The executed Change Order may also provide for the adjustment in Agreement prices. Agreement 
prices may be adjusted by subtracting the City’s share of the accrued net savings. 
 
The amount specified to be paid to the Contractor in the executed Change Order which effectuates a 
Cost Reduction Proposal will constitute full compensation to the Contractor for the Cost Reduction

App’d 7/20/2022 
APP-13 of 33 
General Conditions  
Appendix 2 
 
 
 
Proposal and the performance of the work thereof pursuant to the said Change Order. 
 
Upon acceptance of a Cost Reduction Incentive Proposal, any restrictions imposed by the 
Contractor on its use or on disclosure of the information will become void, and the City thereafter 
will have the right to use all or any part of the Proposal without obligation or compensation of any 
kind to the Contractor.

App’d 7/20/2022 
APP-14 of 33 
General Conditions  
Appendix 2 
 
 
 
 
 
COST REDUCTION INCENTIVE PROPOSAL FORM 
 
 
 
TO: 
CIP City Engineer 
 
 
FROM: 
 
 
 
PROJECT NAME: 
TURF TO XERISCAPE PROGRAM, PHASE I 
 
 CITY PROJECT NUMBER: 
ST2405.401 
 
 
DATE: 
 
 
Summary of Change (Brief description of proposed change including advantages and disadvantages): 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
ESTIMATED COST SUMMARY (Attached detailed estimate): 
 
A. 
Original Cost: 
$   
 
B. 
Proposed Cost: 
$   
 
C. 
Construction Savings (A-B): 
$   
 
D. 
Gross Savings (Included OH 
%, Bond 
%) 
$   
 
E. 
Contractor Implementing 
$_  
 
F. 
City Implementing Cost: 
$_  
 
Reduction in Agreement Price (C+D-E-F) x 50%: 
$   
 
 
 
 
 
Date by which a Change Order must be issued so as to obtain maximum cost reduction:

App’d 7/20/2022 
APP-15 of 33 
General Conditions  
Appendix 3 
 
 
 
 
 
CITY OF CHANDLER, ARIZONA 
PUBLIC WORKS & UTILITIES DEPARTMENT 
 
CONTRACTOR'S AFFIDAVIT REGARDING SETTLEMENT OF CLAIMS 
 
 
________________________, Arizona 
Date ____________________________ 
 
Project Name:  TURF TO XERISCAPE PROGRAM, PHASE I 
City Project No.:  ST2405.401 
 
To the City of Chandler, Arizona 
Gentlemen: 
This is to certify that all lawful claims for materials, rental of equipment and labor used in connection 
with the construction of the above project, whether by subcontractor or claimant in person, have been 
duly discharged. 
 
The undersigned, for the total compensation of $________________________, as set out in the final pay 
application, as full and complete payment under the terms of the Agreement, hereby waives and 
relinquishes any and all further claims or right of lien under, in connection with, or as a result of the 
above described project.  The undersigned further agrees to indemnify and save harmless the City of 
Chandler against any and all liens, claims or liens, suits, actions, damages, charges and expenses 
whatsoever, which said City may suffer arising out of the failure of the undersigned to pay for all labor 
performances and materials furnished for the performance of said installation. 
 
Signed and dated at ________________, this _________ day of _______________ 20_____. 
 
 
__________________________________ 
CONTRACTOR 
 
By _______________________________ 
STATE OF ARIZONA 
 
) 
) SS 
COUNTY OF MARICOPA 
) 
 
The foregoing instrument was subscribed and sworn to before me this __________ day of 
__________________ 20 _________. 
 
___________________________________ 
 
 
 
 
 
Notary Public 
 
___________________________________ 
 
 
 
 
 
My Commission Expires

App’d 7/20/2022 
APP-16 of 33 
General Conditions  
Appendix 4 
 
 
 
 
PERFORMANCE BOND 
 
ARIZONA STATUTORY PERFORMANCE BOND 
PURSUANT TO TITLES 28, 34, AND 41, ARIZONA REVISED STATUTES 
(Penalty of this bond must be 100% of the Agreement amount) 
 
KNOW ALL MEN BY THESE PRESENTS THAT:___________________________________________________ 
 
(hereinafter "Principal"), and __________________________________________________________ (hereinafter "Surety"), a 
corporation organized and existing under the laws of the State of ______________ with its principal office in the City 
of _____________________________, holding a certificate of authority to transact surety business in Arizona issued by the 
Director of Insurance pursuant to Title 20, Chapter 2, Article 1, as Surety, are held and firmly bound unto 
__________________________(hereinafter "Obligee") in the amount of __________________________________________ (Dollars) 
($___________), for the payment whereof, Principal and Surety bind themselves, and their heirs, administrators, 
executors, successors and assigns, jointly and severally, firmly by these presents. 
 
WHEREAS, the Principal has entered into a certain written Agreement with the Obligee, dated  
 
the ____________ day of _______________________, 20___ for construction of TURF TO XERISCAPE PROGRAM, PHASE 
I, ST2405.401 which Agreement is hereby referred to and made a part hereof as fully and to the same extent as if 
copies at length herein. 
 
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Principal faithfully performs 
and fulfills all the undertakings, covenants, terms, and conditions of the Agreement during the original term of the 
Agreement and any extension of the Agreement, with or without notice of the Surety, and during the life of any 
guaranty required under the Agreement, and also performs and fulfills all the undertakings, covenants, terms, 
conditions, and agreements of all duly authorized modifications of the Agreement that may hereafter be made, 
notice of which modifications to the Surety being hereby waived, the above obligation is void.  Otherwise it remains 
in full force and effect. 
 
PROVIDED, HOWEVER that this bond is executed pursuant to the provisions of Title 34, Chapter 2, Article 2, 
Arizona Revised Statutes, and all liabilities on this bond will be determined in accordance with the provisions of Title 
34, Chapter 2, Article 2, Arizona Revised Statutes, to the same extent as if it were copied at length in this Agreement. 
 
The prevailing party in a suit on this bond may recover as part of the judgment reasonable attorney fees 
that may be fixed by a judge of the court. 
 
Witness our hands this ________________ day of ____________________, 20__. 
____________________________________ 
PRINCIPAL          
SEAL 
___________________________________ 
             AGENT OF RECORD 
By _________________________________ 
____________________________________ 
SURETY  
 
SEAL 
___________________________________ 
               AGENT ADDRESS

App’d 7/20/2022 
APP-17 of 33 
General Conditions  
Appendix 5 
 
 
 
PAYMENT BOND 
 
 
ARIZONA STATUTORY PAYMENT BOND 
PURSUANT TO TITLES 28, 34, AND 41, OF THE ARIZONA REVISED STATUTES 
(Penalty of this Bond must be 100% of the Agreement amount) 
 
KNOW ALL MEN BY THESE PRESENTS THAT:________________________________________________  
 
(hereinafter "Principal"), as Principal, and _________________________________________(hereinafter "Surety"), a 
corporation organized and existing under the laws of the State of __________________   with its principal office in the 
City of __________________, holding a certificate of authority to transact surety business in Arizona issued by the 
Director of the Department of Insurance pursuant to Title 20, Chapter 2, Article 1, as Surety, are held and firmly 
bound 
unto 
________________________ 
 
(hereinafter 
"Obligee") 
in 
the 
amount 
of 
______________________________________________ (Dollars) ($___________), for the payment whereof, the Principal and 
Surety bind themselves, and their heirs, administrators, executors, successors and assigns, jointly and severally, 
firmly by these presents. 
 
WHEREAS, the Principal has entered into a certain written Agreement with the Obligee, dated the _________ day of 
_______________________, 20___ for construction of TURF TO XERISCAPE PROGRAM, PHASE I, ST2405.401 which 
Agreement is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein. 
 
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Principal promptly pays all 
moneys due to all persons supplying labor or materials to the Principal or the Principal's subcontractors in the 
prosecution of the work provided for in said Agreement, this obligation is void. Otherwise it remains in full force 
and effect. 
 
PROVIDED, HOWEVER that this bond is executed pursuant to the provisions of Title 34, Chapter 2, Article 2 
Arizona Revised Statutes, and all liabilities on this bond will be determined in accordance with the provisions, 
conditions and limitations of Title 34, Chapter 2, Article 2, Arizona Revised Statutes, to the same extent as if it were 
copied at length in this Agreement. 
 
The prevailing party in a suit on this bond may recover as part of the judgment reasonable attorney fees 
that may be fixed by a judge of the court. 
 
Witness our hands this ________________ day of ____________________, 20__. 
____________________________________ 
PRINCIPAL          
SEAL 
___________________________________ 
                 AGENT OF RECORD 
By _________________________________ 
____________________________________ 
SURETY  
 
SEAL 
___________________________________ 
                  AGENT ADDRESS

App’d 7/20/2022 
APP-18 of 33 
General Conditions  
Appendix 6 
 
 
 
 
DISPUTE RESOLUTION 
 
A. 
INFORMAL DISPUTE RESOLUTION 
 
The parties to the Agreement agree that time is of the essence in relation to 
performance of the Agreement and completion of the Project, therefore any and all 
disputes in relation to the Agreement will initially be referred to the Project Manager, 
the Design Professional Representative and/or the Contractor Representative as 
applicable to the dispute, for immediate resolution. If, after good faith efforts to reach 
a resolution, none is reached, any party to the dispute may submit the dispute to 
the Dispute Resolution Representative (“DRR”) process set forth below, which is 
intended to be an expedited process. 
 
B. 
DISPUTE RESOLUTION REPRESENTATIVE (“DRR”) PROCESS 
 
1. 
The Parties under the Agreement agree that all claims and disputes in relation 
to the Project which are not resolved in the ordinary course of the Project 
(“Claim” or “Claims”) will, as a prerequisite to any mediation, or litigation of 
the Claim, first be submitted for resolution between the designated 
Dispute Resolution Representatives of the Parties as set forth herein (the “DRR 
Process”). 
 
2. 
The DRR Process will be initiated through service of a DRR Notice as set forth 
below: 
 
a. 
For claims by the Contractor or the Design Professional, the DRR 
Process will be initiated by the party asserting the claim serving written 
notice on the City setting forth in detail: (i) the basis for the claim; (ii) the 
effect of the Claim upon the construction of, and/or Project Schedule 
for, the Project; 
(iii) the specific relief requested, the amount thereof, and how such 
was calculated; (iv) the parties involved in the Claim, and how they 
are involved; (v) the specific Agreement provisions in the Agreement 
Documents (including, if applicable, drawings and specifications) which 
apply; and (vi) efforts made to date to resolve the Claim. 
 
b. 
For claims by the City, the DRR process will be initiated by the City 
providing written notice to the other parties of the basis and amount 
of its claim, the parties involved in the Claim, and how they are 
involved, the provisions in the Agreement Documents that apply, and 
the relief requested. 
 
c. 
The DRR Notice will be hand-delivered and e-mailed to the other 
parties’ designated Dispute Resolution Representatives. 
 
3. 
The other parties will respond in writing to the DRR Notice (“DRR Response”) 
within ten (10) calendar days of receipt of the DRR Notice, setting forth those 
items set forth in the DRR Notice that they agree with, dispute, and/or have 
questions concerning. The DRR Response will be hand-delivered and e-mailed 
to the other parties’ Dispute Resolution Representatives.

App’d 7/20/2022 
APP-19 of 33 
General Conditions  
Appendix 6 
 
 
4. 
The designated Dispute Resolution Representatives for the Parties to the 
claim will then meet as soon as possible and in any event within twenty (20) 
calendar days of submission of the DRR Notice (regardless of whether a DRR 
Response has been submitted by all parties involved in the dispute), at a 
mutually agreed upon time and place, to attempt to resolve the Claim based 
upon the DRR Notice and DRR Response. 
 
5. 
At any time after the first meeting required above, either party may terminate 
the DRR Process by written notice to the other party. 
 
6. 
The parties may agree, in writing, to extend or modify the time limits or 
other provisions of the DRR process in relation to a specific pending Claim. 
 
7. 
Unless otherwise designated in a written notice to the other parties, the City 
and the representatives of the Contractor and of the Design Professional will 
act as the parties’ designated Dispute Resolution Representatives. 
 
8. 
If a resolution of the Claim is reached, that resolution must be set forth in 
writing and must be signed by the Parties’ designated Dispute Resolution 
Representative. If the resolution involves a change in any Agreement 
Documents, the Agreement Price, the Project Schedule, or any other change 
requiring a written Change Order or Amendment, the parties must execute 
an appropriate written Change Order or Amendment pursuant to the terms 
of the Agreement Documents. 
 
C. 
MEDIATION 
 
1. 
Unless extended by written agreement of the parties involved in the dispute, 
any Claim not resolved through the DRR process set forth above within 
five (5) calendar days after the meeting required under B (4) above, or after 
the DRR is terminated pursuant to B (5) above, whichever is earlier, will be 
submitted to mediation as a condition precedent to litigation by either party. 
 
2. 
The mediation will be commenced by written demand upon the other party 
for mediation. If the parties cannot agree upon a mediator within ten (10) 
calendar days of the written demand, either party may make a request to the 
Civil Presiding Judge of the Maricopa County Superior Court to appoint a 
mediator. The mediation will occur within forth (40) calendar days of the 
written demand for mediation, unless the parties agree, in writing, to a longer 
period of time. 
 
3. 
The qualifications for the mediator will be that he/she be: (a) an experienced 
mediator, arbitrator or litigator of construction disputes; and (b) having 
engaged a significant portion of his/her time involving and/or resolving 
construction disputes for at least the past five (5) years. 
 
4. 
Each party will provide to the other party and the mediator all of the 
information and documentation required under B(1) and (2) above, together 
with any additional information and documentation which the party believes 
relevant. In addition, the parties will exchange, and provide to the mediator 
such additional memoranda, information and/or documentation, as the

App’d 7/20/2022 
APP-20 of 33 
General Conditions  
Appendix 6 
 
 
mediator may request, and in the form and at such times, as the mediator may 
direct. 
 
5. 
The parties will share the mediator’s fee and any filing fees equally. The 
mediation will be held in Chandler, Arizona, unless another location is 
mutually agreed upon.  Agreements reached in mediation will be specifically 
enforceable in any court having jurisdiction thereof. 
 
D. 
LITIGATION 
 
Any claim arising out of or related to the Agreement, except Claims relating to aesthetic 
effect and except those claims waived as provided for in the Agreement 
Documents, must be resolved through litigation in the Maricopa County, Arizona 
Superior Court.

App’d 7/20/2022 
APP-21 of 33 
General Conditions  
Appendix 7 
 
 
 
 
CITY OF CHANDLER, ARIZONA 
PUBLIC WORKS & UTILITIES DEPARTMENT 
 
CERTIFICATE OF COMPLETION 
 
 
PROJECT NAME: 
TURF TO XERISCAPE PROGRAM, PHASE I 
CITY PROJECT NO.: 
ST2405.401 
If Federally Funded: 
 
FEDERAL NO.: 
 
ADOT NO: 
 
 
 
(This section to be completed by Prime) 
I HEREBY CERTIFY THAT ALL GOODS AND/OR SERVICES REQUIRED BY CITY OF CHANDLER FOR THIS 
PROJECT HAVE BEEN DELIVERED IN ACCORDANCE WITH THE AGREEMENT DOCUMENTS AND BID 
SPECIFICATIONS AND ALL ACTIVITIES REQUIRED BY THE AGREEMENTOR UNDER THE AGREEMENT HAVE 
BEEN COMPLETED AS OF THE COMPLETION DATE LISTED HERE: 
 
FINAL ACCEPTANCE DATE: 
 
 
PRIME CONTRACTOR: 
FIRM NAME: 
 
PRINCIPAL: 
 
TITLE: 
 
SIGNATURE: 
 
DATE: 
 
 
 
 
CERTIFIED BY [INSERT NAME AND TITLE OF PARTY THAT OVERSEES CONSTRUCTION]: 
FIRM NAME: 
 
SIGNATURE: 
 
DATE: 
 
 
 
 
 
PROJECT ACCEPTED BY CITY OF CHANDLER: 
NAME: 
 
SIGNATURE: 
 
DATE:

App’d 7/20/2022 
APP-22 of 33 
General Conditions  
Appendix 8 
 
 
 
CONSTRUCTION SIGN DETAIL 
 
 
8' 
 
 
 
  3"  
 
 
 
 
CITY OF CHANDLER 
  5"   
 
 
 
  3"   
 
 
PUTTING YOUR FUNDS TO WORK 
  5"   
 
 
 
  3"   
 
 
PROJECT TITLE: 
  5"   
 
4' 
 
 
  3"   
 
 
PROJECT NUMBER: 
  3"   
 
 
 
  2"   
 
 
PROJECT COST: 
  3"   
 
 
 
  2"   
 
 
CONTRACTOR: 
  3"   
 
 
 
  2"   
 
 
MANAGED BY: 
PUBLIC WORKS & UTILITIES DEPARTMENT 
  3"   
 
 
 
CAPITAL PROJECTS DIVISION 
  3"   
 
 
 
 
 
 
 
 
 
 
 
                              <--- 4" X 4" POSTS ---> 
 
 
 
 
NOTES: 
 
SIGN(S) MUST BE FURNISHED AND ERECTED PRIOR TO COMMENCEMENT OF CONSTRUCTION.  POSTS 
MUST BE ANCHORED A MINIMUM OF TWO FEET INTO THE GROUND. BOTTOM OF SIGN MUST BE A 
MINIMUM OF FOUR FEET ABOVE THE GROUND. 
 
TYPICAL PROJECT IDENTIFICATION SIGN FOR GENERAL PROJECTS MUST BE NON-REFLECTORIZED GREEN 
BACKGROUND, AND NON-REFLECTORIZED WHITE LETTERS AND NUMERALS. 
 
ONE SIGN MUST BE ERECTED FOR BUILDINGS AND OTHER LIMITED AREA SINGLE SITES.  FOR MULTIPLE 
SITES, ONE SIGN MUST BE ERECTED AT EACH SITE. 
 
FOR LINEAR PROJECTS ONE HALF MILE OR LONGER, PLACE ONE SIGN AT EACH END OF THE PROJECT.

App’d 7/20/2022 
APP-23 of 33 
General Conditions  
Appendix 9 – CM@Risk & JOC 
 
 
 
COST OF THE WORK 
(APPLICABLE SOLELY TO CONSTRUCTION MANAGER AT RISK AND JOB ORDER CONTRACTING) 
SECTION 1 – COSTS TO BE REIMBURSED 
1.1 Cost of the Work 
The term Cost of the Work will mean costs necessarily incurred by Contractor in the proper 
performance of the Work. Such costs must be at rates not higher than the standard paid at the place 
of the Project except with prior consent of City. The Cost of the Work will include only the items set 
forth in this Section 1. 
 
1.2 Labor Costs 
1.2.1 
Wages of construction workers directly employed by the Contractor to perform the 
construction of the Work at the site or, with City’s approval, at off-site workshops. Cost to 
be reimbursed will be the actual wages paid to the individuals performing the work. 
 
1.2.2 
Wages or salaries of the Contractor’s supervisory and administrative personnel when 
stationed at 
the site with City’s approval. No Contractor personnel stationed at the 
Contractor’s home or branch offices will be charged to the Cost of the Work. Non-field office 
based Contractor management and support personnel are expected to provide service and 
advice from time to time throughout the job and his/her time devoted to Project matters is 
considered to be covered by the Contractor’s Fee. 
 
1.2.3 
Wages and salaries of Contractor’s supervisory or administrative personnel who would 
normally be stationed at the field office in accordance with Section 1.2.2 but who become 
engaged, at factories, 
workshops or on the road, in expediting the production or 
transportation of materials or equipment required for the Work, but only for that portion of 
his/her time required for the Work. Employee 
bonuses and/or costs associated with 
Employee Stock Ownership Plans (“ESOP”) will not be considered reimbursable labor or 
labor burden costs and will be considered non-reimbursable costs considered to be covered 
by the Contractor’s Fee. 
 
1.2.4 
Costs paid or incurred by Contractor for taxes, insurance, contributions, assessments and 
benefits required by law or collective bargaining agreements and, for personnel not 
covered by such agreements, customary benefits such as sick leave, medical and health 
benefits, holiday, vacations and pensions, provided such costs are based on wages and 
salaries included in the Cost of the Work under Subparagraphs 1.2.1 through 1.2.3. 
 
1.2.4.1 Cost of the Work will include the actual net cost to Contractor for worker’s compensation 
insurance attributable to the wages chargeable to the Cost of Work per this Agreement. The 
actual 
net cost of worker’s compensation must take into consideration all cost 
adjustments due 
to 
experience modifiers, premium discounts, policy dividends, 
retrospective rating plan premium adjustments, assigned risk pool rebates, any applicable 
weekly maximums, etc. Contractor may 
charge an estimated amount for worker’s 
compensation insurance costs, but will make appropriate cost adjustments to actual costs 
within 45 days of receipt of actual cost adjustments from the insurance carrier.

App’d 7/20/2022 
APP-24 of 33 
General Conditions  
Appendix 9 – CM@Risk & JOC 
 
 
1.2.4.3 Overtime wages paid to salaried personnel (if approved in advance in writing by City) will 
be reimbursed at the actual rate of overtime pay paid to the individual. No time charges for 
overtime hours worked on the Project will be allowed if the individual is not paid for the 
overtime worked. 
 
1.2.4.4 Any overtime premium or shift differential expense to be incurred by Contractor for hourly 
workers will require City’s advance written approval before the incremental cost of the 
overtime premium or shift differential will be considered a reimbursable cost. If the 
Contractor is required to work overtime as a result of an inexcusable delay or other 
coordination problems caused by the Contractor or anyone he/she is responsible for, 
the overtime premium and/or shift differential expense portion of the payroll expense and 
related labor burden costs will be considered as cost not to be reimbursed. 
 
1.2.4.5 Reimbursable labor burden costs will be limited to payroll taxes, worker’s compensation 
insurance, the employer’s portion of union benefit costs for union employees working on the 
Project, and the actual verifiable fringe benefit costs incurred by Contractor for non-union 
individuals working on the Project subject to the following maximum percentages for the 
following reimbursable non-union fringe benefit costs. The following maximums (as a 
percentage of reimbursable actual wages by individual) will apply for each of the following 
types of fringe benefit costs specifically attributable to each of the non-union personnel 
working on the Project: 
 
• 
Medical Insurance, Dental, Life & AD&D Insurance: 
12.00% 
• 
Holiday, vacation and other paid time not worked: 
10.00% 
• Pension Plan Contributions to Vested Employee Account, 
Simplified Employee Pension Plans, or 401K matching plans 
(Note: ESOP related costs are covered by the Contractor Fee) 
10.00% 
For non-union personnel, no other fringe benefit costs (other than the three specific 
categories listed immediately above, will be considered reimbursable Cost of Work. Any labor 
burden costs that are in excess of the amounts considered reimbursable or are otherwise 
not considered reimbursable under the terms of this agreement are intended to be covered 
by the Contractor Fee. 
 
1.3 
Subcontract Costs 
1.3.1 
Payments made by Contractor to Subcontractors in accordance with the requirements of 
the subcontracts. 
 
1.3.2 
For Scope of Work Bid Packages typically performed by Subcontractors, Contractor may 
“self- perform” such work on an actual cost basis subject to an agreed upon Guaranteed 
Maximum Price for the “self-performed work”. The Contractor must, unless agreed to by City 
in writing, bid his/her proposed guaranteed Maximum Price for the work to be “self-
performed” against at least three other interested trade Contractors. All savings under any 
such Subcontract for “self-performed work” must be applied to reduce the Cost of Work under 
the Agreement and the Guaranteed Maximum Price. For purposes of defining “self-
performed work” subject to this provision, any division of Contractor, or any separate 
Contractor or Subcontractor that is partially owned or wholly owned by the Contractor or any 
of his/her employees or employee’s relatives will be considered a related party entity and 
will be subject to this provision regarding “self-performed work”. No self-performed work will

App’d 7/20/2022 
APP-25 of 33 
General Conditions  
Appendix 9 – CM@Risk & JOC 
 
 
be allowed to be performed on a Fixed Price basis. 
 
1.3.3 
Contractor (with respect to its Suppliers, Subcontractors and all lower tier Subcontractors) 
must provide City advance written notice and must obtain City’s approval for any proposed 
Subcontract Change Order, Material Purchase Order, or other financial commitment in an 
amount in excess of $5,000 prior to placing such order or entering into such agreement 
(regardless of whether or not any such commitment will affect the prime Agreement 
Guaranteed Maximum Cost). It is agreed that sums applicable to any Subcontract Change 
Order, Purchase Order or other financial commitment entered into in violation of the above 
notice and approval requirement will not be included in the amounts owning to Contractor, 
Subcontractors or Suppliers whether as Costs of the Work or as reasonable termination costs 
in the event of termination. 
 
1.4 
Costs of Material and Equipment Incorporated in the Completed Construction 
1.4.1 
Costs, including transportation and storage, of materials and equipment incorporated or 
to be incorporated in the completed construction. 
 
1.4.2 
Costs of materials described in the preceding Subparagraph 1.4.1 in excess of those 
actually installed to allow for reasonable waste and spoilage. Unused excess materials, in 
any, will become City’s property at the completion of the Work or, at City’s option, may be 
sold by the Contractor. Any amounts realized from such sales must be credited to City as a 
deduction from the Cost of Work. 
 
1.4.3 
Proceeds from the sale of recyclable materials, scrap, waste, etc. will be credited to job cost. 
 
1.5 
Costs of Other materials and Equipment, Temporary Facilities and Related Items 
1.5.1 
Costs, including transportation and storage, installation, maintenance, dismantling and 
removal of materials, supplies, temporary facilities, machinery, equipment and hand tools 
not customarily owned by construction workers, that are provided by the Contractor at the 
site and fully consumed in the performance of the Work; and cost (less salvage value) of such 
items if not fully consumed, whether sold to others or retained by Contractor. Cost for items 
previously used by Contractor will mean fair market value. 
 
1.5.2 
Rental charges for temporary facilities, machinery, equipment, and hand tools not 
customarily owned by construction workers that are provided by Contractor at the site, 
whether rented from Contractor or others, and costs of transportation, installation, minor 
repairs and replacements, 
dismantling and removal thereof. Rates and quantities of 
equipment rented will be subject to City’s prior written approval. 
 
1.5.2.1 The Projected usage for each piece of equipment to be rented for use on the Project and 
the estimated total rentals must be considered by Contractor before the piece of equipment 
is rented so that an appropriate rent versus buy decision can be made. Purchased 
equipment must be considered “job owned”. At the completion of the Project, Contractor 
must transfer title and possession of all remaining job-owned equipment to City, or 
Contractor may keep any such equipment for an appropriate fair market value credit to job 
cost, which will be mutually agreed to by City and Contractor. 
 
1.5.2.2 Each piece of equipment to be rented must have hourly, daily, weekly and monthly rates and

App’d 7/20/2022 
APP-26 of 33 
General Conditions  
Appendix 9 – CM@Risk & JOC 
 
 
the most economical rate available will be reimbursed based on the circumstances of actual 
need and usage of the piece of equipment while it is stationed at the jobsite. When the 
piece of equipment is no longer needed for the work, no rental charges will be reimbursed 
if the piece of equipment remains at the jobsite for the convenience of Contractor. 
 
1.5.2.3 Equipment Rental Rates 
1.5.2.3.1 Compensation for equipment used on the Project will be paid in accordance with the 
Equipment Plan submitted by Contractor in the accepted GMP Proposal and no payments 
will be made in excess of the rates set forth in the Equipment Plan, or actual documented 
costs, whichever is less. 
 
1.5.2.3.2 All equipment rental rates and costs are subject to City’s right to audit when submitted as 
part of Equipment Plan and/or at any time during the Project. 
 
1.5.2.4 The aggregate rentals chargeable for each piece of Contractor owned tools or equipment must 
not exceed 50% of the fair market value of such equipment at the time of its commitment to 
the Work. The original purchase price and date of purchase of the equipment will be 
documented with a copy of the purchase invoice for the piece of equipment. Such aggregate 
limitations will apply and no further rentals will be charged even if a piece of equipment is taken 
off the job and is later replaced by a similar piece of equipment. For purposes of computing 
the aggregate rentals applicable to aggregate rental limitations, rental charges for similar 
pieces of equipment will be combined if the pieces of equipment were not used at the same 
time. 
 
1.5.2.5 Fair market value for used material and equipment as referred to in the Agreement 
Documents will mean the estimated price a reasonable purchaser would pay to purchase 
the used material or equipment at the time it was initially needed for the job. Note: This is 
usually lower than the price a reasonable purchaser would pay for similar new construction 
material or construction equipment. 
 
1.5.2.6 All losses resulting from lost, damaged or stolen tools and equipment will be the sole 
responsibility of Contractor, and not City, and the cost of such losses will not be reimbursable 
under the Agreement. 
 
1.5.2.7 Contractor will be required to maintain a detailed equipment inventory of all job-owned 
equipment (either purchased and charged to job cost or job-owned through aggregate 
rentals) and such inventory must be submitted to City each month. For each piece of 
equipment, such inventory should contain at a minimum (1) original purchase price or 
acquisition cost (2) acquisition date (3) approved Fair Market Value at the time the piece of 
equipment was first used on the job and (4) final disposition. 
 
1.5.2.8 All costs incurred for minor maintenance and repairs will be reimbursed at actual cost. Such 
costs include routine and preventative maintenance, minor repairs and other incidental costs. 
Repairs and/or replacement of a capital nature are considered to be covered by the rental 
rates. Major repairs and overhauls are not considered routine and ordinary; consequently 
such costs are not reimbursable and are intended to be covered by the rental rates. 
 
1.5.3 
Costs of removal of debris from the Site.

App’d 7/20/2022 
APP-27 of 33 
General Conditions  
Appendix 9 – CM@Risk & JOC 
 
 
 
1.5.4 
Costs of document reproductions, facsimile transmissions and long-distance telephone 
calls, postage and parcel delivery charges, telephone service at the site and reasonable 
petty cash expenses of the site office. 
 
1.5.5 
That portion of the reasonable expenses of Contractor’s personnel incurred while traveling 
in discharge of duties connected with the Work. 
 
1.5.5.1 No travel expenses will be reimbursed to Contractor’s representatives unless Project related 
travel required them to travel to a destination more than 100 miles from the Project location. 
Any travel 
involving airfare will require advance written approval by an authorized City’s 
representative. 
 
1.5.6 
Costs of materials and equipment suitably stored off the site at a mutually acceptable 
location, if approved in advance by the City. 
 
1.5.7 
Reproduction costs will be the actual costs of reproduction subject to a maximum of five 
cents ($.05) per square foot for prints and a maximum of five cents ($.05) per 8 ½ by 11-inch 
page for offset print or photo copied agreement documents, specifications, etc. Telephone 
costs will be the actual costs paid to the third party telephone company for the field office 
telephone. 
 
1.6 
Miscellaneous Costs 
1.6.1 
That portion of insurance and bond premiums that can be directly attributed to the Agreement. 
The City will reimburse Contractor for contractually required bond at time of first pay 
application for GMP and Cost-Based Agreements upon receipt of proof of payment from 
the Contractor. If the Contractor completes Work for less than the Agreement Price, 
Contractor must credit the City a pro- rated amount for the unused portion of the bond 
payment 
 
1.6.1.1 Contractor’s actual cost for insurance will be considered to be included within the Maximum 
limit for General Conditions Costs. All premiums for any insurance and bonds required for 
the Project must reflect the net actual costs to Contractor after taking into consideration cost 
adjustments due to experience modifiers, premium discounts, policy dividends, retrospective 
rating plan premium adjustments, assigned risk pool rebates, refunds, etc. 
 
1.6.1.2 The amount to be reimbursed to Contractor for all contractually required insurance will be 
actual costs not to exceed a total of 2% of the Agreement Value, unless Contractor 
establishes to City’s satisfaction that the actual cost is higher and City agrees to such actual 
higher cost in writing. If Contractor’s cost of contractually required insurance is greater 
than the amount agreed to be reimbursed per this Agreement Provision, the difference will 
be considered to be covered by the Contractor’s Fee.  The City will reimburse Contractor 
for contractually required insurance on a monthly basis for GMP and Cost-Based 
Agreements. If Contractor can demonstrate substantial savings by paying for all insurance in 
advance, the City may agree to reimburse all insurance costs at time of first pay application 
for GMP and Cost-Based Agreements with proof of payment from Contractor. 
 
1.6.2 
Sales, use or similar taxes imposed by a governmental authority that are related to the Work.

App’d 7/20/2022 
APP-28 of 33 
General Conditions  
Appendix 9 – CM@Risk & JOC 
 
 
 
1.6.3 
Fees and assessments for the building permit and for other permits, licenses and inspections 
for which Contractor is required by the Agreement Documents to pay. 
 
1.6.4 
Fees of laboratories for tests required by the Agreement Documents, except those related to 
defective or nonconforming Work and which do not fall within the scope of ¶ 1.7.3 below. 
 
1.6.5 
Royalties and license fees paid for the use of a particular design, process or product required 
by the Agreement Documents; the cost of defending suites or claims for infringement of 
patent rights arising from such requirement of the Agreement Documents; and payments 
made in accordance with legal judgments against Contractor resulting from such suites or 
claims and payments of settlements made with City’s consent. However, such costs of legal 
defenses, judgments and settlements must not be included in the calculation of the 
Contractor’s Fee or subject to the Guaranteed Maximum Price. 
 
1.6.6 
Data processing costs related to the Work. However, any such data processing costs will be 
limited to the cost of personal computer hardware used at the field office in the normal 
day to day administration, management and control of the Project. The aggregate charges 
for any such hardware must not exceed the Fair Market Value of the hardware at the time it 
was brought to the field office. If the total charges for any particular piece of hardware reach 
an amount equal to the Fair Market Value, that particular piece of hardware must be turned 
over to City whenever it is no longer needed for the Project. If Contractor elects to keep the 
particular piece of hardware, the job costs must be credited with a mutually agreeable 
amount which will represent the Fair Market Value of the particular piece of hardware at the 
time it was no longer needed for the job. Software or other costs associated with the use of 
computer programs will not be considered to be a reimbursable cost and will be considered 
to be covered by the Contractor’s Fee. 
 
1.6.7 
Deposits lost for causes other than Contractor’s negligence or failure to fulfill a specific 
responsibility to City as set forth in the Agreement Documents. 
 
1.6.8 
Legal, mediation and arbitration costs, including attorneys’ fees, other than those arising 
from 
disputes between City and Contractor, reasonably incurred by Contractor in the 
performance of the Work and with City’s prior written approval; which approval will not be 
unreasonably withheld. 
 
1.6.9 
Expenses incurred in accordance with Contractor’s standard personnel policy for relocation 
and temporary living allowances of personnel required for the Work, if pre-approved by City 
in writing. 
If City authorizes the reimbursement of relocation costs, the reimbursable 
relocation expenses will be limited to a maximum of $50,000 per person. Any relocation 
cost incurred by Contractor in excess of the amount reimbursed by City will be considered to 
be covered by the Contractor’s Fee. 
 
1.7 
Other Costs and Emergencies 
1.7.1 
Other costs incurred in the performance of the Work if and to the extent approved in advance 
in writing by City. 
 
1.7.2 
Costs due to emergencies incurred in taking action to prevent threatened damage, injury or

App’d 7/20/2022 
APP-29 of 33 
General Conditions  
Appendix 9 – CM@Risk & JOC 
 
 
loss in case of an emergency affecting the safety of persons and property. 
 
1.7.3 
Costs of repairing or correcting damaged or nonconforming Work executed by Contractor, 
Subcontractors or Suppliers, provided that such damaged or nonconforming Work was not 
caused by negligence or failure to fulfill a specific responsibility of Contractor and only to the 
extent that the cost of repair or correction is not recoverable by Contractor from insurance, 
sureties, Subcontractors or Suppliers. 
 
1.8 
Related Party Transactions 
1.8.1 
The term “related party” will mean a parent, subsidiary, affiliate or other entity having 
common ownership or management with Contractor; any entity in which any stockholder in, 
or management employee of, Contractor owns any interest in excess of ten percent in the 
aggregate; or any person or entity which has the right to control the business or affairs of 
Contractor. The term “related party” includes any member of the immediate family of any 
person identified above. 
 
1.8.2 
If any of the costs to be reimbursed arise from a transaction between Contractor and a 
related party, Contractor must notify City in writing of the specific nature of the contemplated 
transaction, including the identity of the related party and the anticipated cost to be incurred, 
before any such transaction is consummated or cost incurred. If City, after such notification, 
authorizes in writing the proposed transaction, then the cost incurred will be included as a 
cost to be reimbursed, and Contractor must procure the Work, equipment, goods or service 
from the related party, as a Subcontractor. If City fails to authorize the transaction, 
Contractor must procure the Work, equipment, goods or service from some person or entity 
other than a related party. 
 
SECTION 2 – COSTS NOT TO BE REIMBURSED 
 
2.1 
The Cost of Work must not include: 
 
2.1.1 
Salaries and other compensation of Contractor’s personnel stationed at Contractor’s principal 
office or offices other than the site office, except as specifically provided in Subparagraphs 
1.2.2 and 1.2.3. 
 
2.1.2 
Expenses of Contractors’ principal office and offices other than the site office. 
 
2.1.3 
Overhead and general expenses, except as may be expressly included in Section 1. 
 
2.1.3.1 Costs of Contractor’s home office computer services or other outside computer processing 
services will be considered overhead and general expense. Accordingly, Contractor should 
not plan to perform any such computer related services or alternatives at the field office when 
such services or functions can be performed at Contractor’s home or branch offices, or 
other outside service locations. 
 
2.1.4 
Contractor’s capital expenses, including interest on Contractor’s capital employed for the Work. 
 
2.1.5 
Rental costs of machinery and equipment, except as specifically provided in subparagraph 
1.5.2.

App’d 7/20/2022 
APP-30 of 33 
General Conditions  
Appendix 9 – CM@Risk & JOC 
 
 
 
2.1.6 
Except as provided in Subparagraph 1.7.3 of the Agreement, costs due to the negligence or 
failure to fulfill a specific responsibility of Contractor, Subcontractors and Suppliers or anyone 
directly or indirectly employed by any of them or for whose acts of them may be liable. 
 
2.1.7 
Any cost not specifically and expressly described in Section 1. 
 
2.1.8 
Costs, other than costs included in Change Orders approved by City that would cause the GMP 
to be exceeded. 
 
SECTION 3 – DISCOUNTS, REBATES, REFUNDS AND SAVINGS 
 
3.1 
Cash discounts obtained on payments made by Contractor will accrue to City if (1) before 
making the payment, Contractor included them in an Application for Payment and 
received payment therefore from City, or (2) City has deposited funds with Contractor with 
which to make payments; otherwise, cash discounts will accrue to Contractor. Trade discounts, 
rebates, refunds and amounts received from sales or surplus materials and equipment will 
accrue to City, and Contractor must make provisions so that they can be secured. 
 
3.1.1 
Cost of the Work will be credited with all insurance policy discounts, performance and 
payment bond rebates or refunds, refunds or return premiums from any Subcontractor 
default insurance, refunds or rebates from any Contractor controlled insurance programs 
applicable to the Project, 
merchandise rebates of any nature, refunds of any nature, 
insurance dividends; and a portion of any volume rebates or free material credits earned with 
purchase of material or other goods and services charged to the job. 
 
3.1.2 
“Cash” discounts which may accrue to Contractor will be limited to a maximum of 1.5% of 
invoice cost. Any portion of “Cash” discounts greater than 1.5% will automatically accrue 
to City if Contractor is eligible to take advantage of the discounts. 
 
3.2 
Amounts that accrue to City in accordance with the provisions of Paragraph 3.1 will be 
credited to City as a deduction from the Cost of the Work. 
 
3.3 
Any and all savings on the GMP, or any separately guaranteed items comprising the GMP, will 
belong to City, subject to any express right in the Agreement for Contractor to share in 
savings. Savings are subject to City’s right to audit, and may be audited separately. 
 
SECTION 4 – GENERAL CONDITIONS COSTS 
 
4.1 
General Conditions Costs may include, but are not limited to, the following types of costs 
incurred by Contractor during construction of the Work to the extent they are reimbursable 
Costs of the Work as delineated above: payroll costs for Work conducted at the site, payroll 
costs for the superintendent and full-time general foremen, payroll costs for management 
personnel resident and working on the site workers not included as direct labor costs 
engaged in support (e.g. loading/unloading, clean-up, etc.), administrative office personnel, 
costs of offices and temporary facilities including office materials, office supplies, office 
equipment, minor expenses, utilities, fuel, sanitary facilities and telephone services at the 
site, costs of liability insurance premiums not included in labor burdens for direct labor

App’d 7/20/2022 
APP-31 of 33 
General Conditions  
Appendix 9 – CM@Risk & JOC 
 
 
costs, costs of bond premiums, costs of consultants not in the direct employ of Contractor or 
Subcontractors, fees for permits and licenses. 
 
4.2 
General Conditions Costs may be paid on a percentage of the Agreement Price or on a 
lump/stipulate sum basis as set forth in the Agreement. All costs included in the General 
Conditions Costs will not be separately invoiced to or paid by City. 
 
4.3 
The total amount of General Conditions Costs for the Work may be divided by the number of 
days allowed for performance of the Work, to determine a fixed daily rate for General 
Conditions Costs that may be used in computing the General Conditions Costs allocated to any 
period of time, or for any adjustments in the General Conditions Costs agreed to in  
 
writing by City.

App’d 7/20/2022 
APP-32 of 33 
General Conditions  
Appendix 10 
 
 
LANDSCAPE ESTABLISHMENT PERIOD 
 
Section 1 – Description and General 
Contractor is in direct control of work performed under the Landscape Establishment Period. If work is 
subcontracted, a representative of the Contractor will be present at the site of the work for all hours 
that the subcontractor works. Subcontracting of Landscape Establishment work will be permitted for 
weed eradication with herbicides, because of special licensing. A licensed temporary service may be 
used to supply labor to Contractor if Contractor has received approval from City Representatives.  
Contractor will submit the required subcontract documentation. 
 
Contractor must provide adequate personnel to accomplish the required maintenance of the plant 
materials at intervals acceptable to City Representatives. 
 
If not healthy at the end of the maintenance period, the maintenance must be continued until the plant 
material is approved by City. 
 
1.1 Time and Schedule 
Unless otherwise expressly agreed to in writing by City, the Landscape Establishment Period will be 
per General Conditions Section 6.5.4.   
 
1.2 Planted Stock and Seeding Establishment 
1.2.1 
Tree planting and staking must be per City of Chandler Standard Detail C-801.  
1.2.2 
All trees will stand erect on their own without stakes when brought to this site. If the tree 
cannot stand on its own when nursery stakes are removed, the tree will be removed and 
replaced. 
 
1.3 Pre-Emergent Herbicide and Weed Control 
1.3.1 
Contractor will provide three applications of an approved pre-emergent herbicide on all 
unpaved areas of the project, as directed by City Representatives, to control weed growth in 
all areas of the project. The number of applications may be increased as directed by the City 
Representative, and at no additional cost to City, if the City Representative deems additional 
applications are required to control weed growth. 
1.3.2 
Application sequence will be approved in advance by City. The first application of pre-
emergent will be completed prior to the application of Decomposed Granite and will be 
included with the cost of the Decomposed Granite as specified and part of the Construction 
Phase portion of work. The second application of pre-emergent will be completed after 
installation of the Decomposed Granit and no later than half-way through the Landscape 
Establishment Period. The third and final application of pre-emergent will be applied 15 days 
prior to completion of the Landscape Establishment portion of the project. The second and 
third pre-emergent applications will be included with the cost of Landscape Establishment. 
Watering will be completed in accordance with the manufacturer’s recommendations, as 
included and as related to each application. 
1.3.3 
The pre-emergent herbicide will be applied in accordance with the Technical Specifications 
and the recommendations of the pre-emergent herbicide manufacturer, as approved by City 
Representatives.

App’d 7/20/2022 
APP-33 of 33 
General Conditions  
Appendix 10 
 
 
1.3.4 
The control of weeds will be accomplished by the use of herbicides. Manual removal of weeds 
will be required, after herbicides have taken affect. 
1.3.5 
Contractor is responsible for the removal and disposal of all trash and debris that during the 
Landscape Establishment Period. Contractor will keep the project in a neat and orderly 
manner during the duration of the Landscape Establishment Period. 
 
1.4 Water 
The water used during Landscape Establishment to properly maintain the plant material will be 
furnished by City, at designated sources from within the project limits, at no charge to Contractor. 
Contractor will be responsible for all equipment, materials and labor necessary to load, transport and 
unload water for watering purposes. 
 
1.5 Plant Material Replacements 
The plant material replacement will be considered as included in the work for Landscape 
Establishment, and will be made at no charge to the City. 
1.5.1 
Shrub and Plant Replacement - During the second half of the Landscaping Establishment 
period, Contractor will provide, where required, plant replacements as follows: 
 
Original Size 
Replacement Size 
1 gallon 
5 gallon 
5 gallon 
15 gallon 
15 gallon 
24-inch box 
36-inch box 
48-inch box 
 
1.5.2 
Tree Replacement – During the second half of the Landscape Establishment Period, 
Contractor will provide plant material replacements for existing plants that die as follows: 
 
Existing Plant Material Sizes 
Replacement Size 
Trees: 
 
2-inch Caliper 
24-inch box 
4-inch Caliper 
36-inch box 
6-inch Caliper and greater 
54-inch box 
Shrubs: 
 
All Existing Shrubs 
15 gallon 
 
1.6 Measurement and Payment 
See Technical Specifications for Measurement Payment provisions.

EXHIBIT C 
 
Project Name: TURF TO XERISCAPE PROGRAM, PHASE I 
 
B-1 
City Project No.: ST2405.401  
Rev. 10/23/23 
 
TECHNICAL SPECIFICATIONS

City of Chandler  
 
Turf to Xeriscape Program:  
Project No. ST2405.401 
 
 Phase 1 
Technical Specifications  
 
1 
 
 
 
 
TURF TO XERISCAPE PROGRAM 
 
PHASE I 
 
 
CITY OF CHANDLER PROJECT NO. ST2405.401 
 
 
 
 
TECHNICAL SPECIFICATIONS 
 
 
PREPARED FOR: 
 
CITY OF CHANDLER 
 
CAPITAL PROJECTS 
 
 
PREPARED BY: 
 
J2 DESIGN

City of Chandler  
 
Turf to Xeriscape Program:  
Project No. ST2405.401 
 
 Phase 1 
Technical Specifications  
 
2 
 
TABLE OF CONTENTS 
PART A: BID ITEMS 
3 
ITEM NO. 1 
CONSTRUCTION SURVEYING AND LAYOUT 
3 
ITEM NO. 2 
EROSION CONTROL (SWPPP PREPARATION, INSTALLATION, 
MAINTENANCE, AND REMOVAL) 
6 
ITEM NO. 3 
MOBILIZATION/DEMOBILIZATION 
7 
ITEM NO. 4 
CLEARING AND GRUBBING (INCLUDE SHRUB AND STUMP REMOVAL) 7 
ITEM NO. 5 
REMOVE CONCRETE HEADER 
8 
ITEM NO. 6 
REMOVE TURF GRASS 
8 
ITEM NO. 7 
REMOVE DECOMPOSED GRANITE 
10 
ITEM NO. 8 
REMOVE WATER METER 
10 
ITEM NO. 9 
REMOVE BACKFLOW PREVENTER & ENCLOSURE CAGE 
10 
ITEM NO. 10 
REMOVE IRRIGATION PUMP 
11 
ITEM NO. 11 
REMOVE IRRIGATION CONTROLLER 
11 
ITEM NO. 12 
REMOVE TREES (4” DIA. AND LARGER) 
11 
ITEM NO. 13 
REMOVE IRRIGATION VALVES & EQUIPMENT 
12 
ITEM NO. 14 
SAWCUT, REMOVE AND REPLACE ASPHALT 
12 
ITEM NO. 15 
TREE – 36 IN BOX, 
13 
ITEM NO. 16 
TREE – 24 IN BOX, 
13 
ITEM NO. 17 
TREE – 15 GALLON 
13 
ITEM NO. 18 
SHRUB – 5 GAL 
13 
ITEM NO. 19 
GROUNDCOVERS – 5 GAL 
13 
ITEM NO. 20 
ACCENTS – 5 GAL 
13 
ITEM NO. 21 
DECOMPOSED GRANITE- 1-1/4” SCREENED DESERT GOLD 
13 
ITEM NO.  22 
RIVER ROCK- D50=9” 
14 
ITEM NO.  23 
CONCRETE HEADER 
15 
ITEM NO.  24 
TURF SEED & SOIL PREPARATION 
16 
ITEM NO.  25 
TREE PROTECTION FENCING 
16 
ITEM NO. 26 
2.5” BALL VALVE ASSEMBLY 
16 
ITEM NO. 27 
2” BALL VALVE ASSEMBLY 
16 
ITEM NO. 28 
1.5” BALL VALVE ASSEMBLY 
16 
ITEM NO. 29 
1.25” BALL VALVE ASSEMBLY 
16 
ITEM NO. 30 
1” DRIP REMOTE CONTROL VALVE ASSEMBLY 
17 
ITEM NO. 31 
1.5” TURF REMOTE CONTROL VALVE ASSEMBLY 
17 
ITEM NO. 32 
2” TURF REMOTE CONTROL VALVE ASSEMBLY 
17 
ITEM NO. 33 
MULTI OUTLET EMITTER ASSEMBLY 
18 
ITEM NO.  34 
DEEP ROOT WATERING ASSEMBLY 
18 
ITEM NO.  35 
TURF ROTORS 
19 
ITEM NO. 36 
END CAP FLUSH VALVE ASSEMBLY 
19 
ITEM NO. 37 
2.5 IN MAINLINE PIPE - SCH 40 PVC 
20 
ITEM NO. 38 
2 IN MAINLINE PIPE - SCH 40 PVC 
20 
ITEM NO. 39 
1.5 IN MAINLINE PIPE - SCH 40 PVC 
20 
ITEM NO. 40 
1.25 IN MAINLINE PIPE - SCH 40 PVC 
20 
ITEM NO. 41 
2.5 IN LATERAL PIPE - SCH 40 PVC 
20 
ITEM NO. 42 
2 IN LATERAL PIPE – SCH 40 PVC 
20 
ITEM NO. 43 
1.5 IN LATERAL PIPE – SCH 40 PVC 
20 
ITEM NO. 44 
1.25 IN LATERAL PIPE – SCH 40 PVC 
20 
ITEM NO. 45 
1 IN LATERAL PIPE – SCH 40 PVC 
20 
ITEM NO. 46 
3/4 IN LATERAL PIPE – SCH 40 PVC 
20 
ITEM NO. 47 
6 IN IRRIGATION PIPE SLEEVE (SCH. 40 PVC) 
20 
ITEM NO. 48 
4 IN IRRIGATION PIPE SLEEVE (SCH. 40 PVC) 
20 
ITEM NO. 49 
3 IN IRRIGATION PIPE SLEEVE (SCH. 40 PVC) 
20 
ITEM NO. 50 
2 IN IRRIGATION PIPE SLEEVE (SCH. 40 PVC) 
20 
ITEM NO. 51 
1 IN MASTER VALVE & FLOW METER ASSEMBLY 
21

City of Chandler  
 
Turf to Xeriscape Program:  
Project No. ST2405.401 
 
 Phase 1 
Technical Specifications  
 
3 
 
ITEM NO. 52 
1.5 IN MASTER VALVE & FLOW METER ASSEMBLY 
21 
ITEM NO. 53 
2 IN MASTER VALVE & FLOW METER ASSEMBLY 
21 
ITEM NO. 54 
12 STATION WALL MOUNTED IRRIGATION CONTROLLER 
22 
ITEM NO. 55 
12 STATION PEDESTAL MOUNTED IRRIGATION CONTROLLER 
22 
ITEM NO. 56 
24 STATION PEDESTAL MOUNTED IRRIGATION CONTROLLER 
22 
ITEM NO. 57   
CONSTRUCTION OWNERS ALLOWANCE: 
22 
PART B 
 
24 
PERMITS 
 
24 
COOPERATION WITH UTILITIES 
25 
TECHNICAL SPECIFICATIONS 
26 
SECTION 425 – TOPSOIL 
26 
SECTION 430 – LANDSCAPING 
27 
SECTION 440 – LANDSCAPE IRRIGATION SYSTEM INSTALLATION 
38 
SECTION 757 – SPRINKLER IRRIGATION SYSTEM INSTALLATION 
45 
SECTION 795 – LANDSCAPE MATERIAL 
50 
 
PART A: BID ITEMS 
The following items, though not a comprehensive list, are non-payment items being 
considered incidental to the project, the costs of which are to be included within other bid 
items: 
Saw cutting 
Locating (or pothole) of new or existing utilities 
Concrete curb and gutter transition, MAG Std. Det. 221 
Curb transition, MAG Det. 220-2 and 221 
Agreementor’s site office or yard. 
Roadway sweeping 
Any and all permits - preparation costs and permit fees 
Protective fencing or plating for open trenches 
Photographing and videotaping of the project 
Preparation of record drawings 
Quality control and materials testing 
Crown line 
Temporary pavement as required for all pipeline and underground work 
Removal of existing landscape irrigation pipe, tubing, and equipment 
ITEM NO. 1 
CONSTRUCTION SURVEYING AND LAYOUT 
Description: 
The Agreementor will furnish all labor, materials, and equipment necessary to perform all 
surveying, staking, laying out of control lines, and verifications of the accuracy of all 
existing control points that are delineated in the Agreement Documents. The work will be 
done under the direction of a Registered Land Surveyor (RLS) licensed to practice in the 
State of Arizona.

City of Chandler  
 
Turf to Xeriscape Program:  
Project No. ST2405.401 
 
 Phase 1 
Technical Specifications  
 
4 
 
Construction Requirements: 
Staking Outline:  Prior to beginning any survey operations, the Agreementor will furnish 
to the Engineer, for approval, a written outline detailing the method of staking, interval of 
stakes, marking of stakes, grade control for various courses of materials, referencing, 
structure control, and any other procedures and controls necessary for survey completion. 
A part of this outline will also be a schedule that will show the sequencing of the survey 
and layout work, throughout the course of the Agreement, listing a percentage of 
completion for each month. 
Field Books:  The Agreementor will furnish field books to be used for recording survey 
data and field notes. These books will be available for inspection by the City at any time 
and will become the property of the City upon completion of the work. 
Survey Control Verification:  Control Points (horizontal and vertical) -The existence and 
location of all survey monuments, bench marks, and control points will be verified prior to 
demolition or construction activity. Immediately notify the City of Chandler Project 
Manager when location discrepancies greater than 0.02 foot horizontal or 0.01 foot 
vertical are found. All datum will be based upon the City of Chandler datum. 
Control Lines:  Construction control lines with grade breaks, transition points, horizontal 
and vertical curves, etc., will be established and referenced prior to construction. 
Temporary Bench Marks:  Temporary bench marks will be established prior to 
construction, maintained and periodically verified for accuracy throughout the 
construction phase. 
Pre-Construction Location Survey:  All existing features will be located prior to 
construction, referenced to survey monuments along control lines by stationing in 
accordance with the construction documents and by offset distance from the control lines. 
All features will be re-locatable after construction. Distances measured will be within 0.01 
foot. 
Survey monuments:  The land surveyor will follow the requirements of A.R.S. § 33-103 
when establishing, replacing or setting Public Land System Survey monuments at Section 
or Quarter Section corners and will follow the requirement in Section 9(C) of the Arizona 
Boundary Survey Minimum Standards when establishing new or replacement boundary 
monuments and witness corner monuments. Finally, land surveyors will also comply with 
the requirements of A.R.S. § 104 through 106 when establishing, replacing or setting any 
type of boundary monument. Whenever any monuments are established, including those 
set to replace missing or damaged monuments of a previous survey, those actions require 
the surveyor to create and record a survey drawing documenting the new monumentation 
as established. 
Water and Sewer Line Appurtenances:  Water and sewer line surface appurtenances 
such as manholes, valves, and cleanouts that lie within the construction area will be 
located and noted on the Agreementor's approved construction documents prior to any 
demolition or excavation.

City of Chandler  
 
Turf to Xeriscape Program:  
Project No. ST2405.401 
 
 Phase 1 
Technical Specifications  
 
5 
 
Match Points and Removals:  Verify the location (horizontal and vertical) of existing 
facilities to which the project connects. Immediately notify City Representatives when 
location discrepancies of connecting facilities greater than 0.10 foot horizontal or 0.02 
foot vertical are found. 
Construction Stakes:  The Agreementor will set construction stakes and marks 
establishing lines and grades for road work, curbs, gutters, sidewalks, structures, 
buildings, centerlines for utilities and necessary appurtenances, and other work as 
indicated in the Agreement Documents and will be responsible for their conformance with 
the Project Plans and Technical Specifications. 
The stakes will be established in accordance with the following guidelines which represent 
the minimum standard and the Agreementor will provide additional stakes and controls 
necessary to perform the work. The Agreementor will be held responsible for the 
preservation of all stakes and marks and will replace, at no additional cost to the City, any 
construction stakes or marks which have been carelessly or willfully destroyed by any 
party. 
(a) Sidewalk and Bike Paths:  Stakes are not required for sidewalks five feet or less 
in width which are adjoining existing curb and gutter. 
(1) 
Sidewalk stakes will be set to grade on an offset and tacked for line at 25 
foot intervals at the beginning and end of horizontal and vertical curves and 
grade breaks. 
(b) Storm Sewer and Drainage:  All cuts will be to the invert of the pipe, given to the 
nearest 0.01 of a foot. 
(1) 
Stakes for storm sewer will be driven flush with the existing ground, set on 
an offset at 50 foot intervals. Stakes will be marked with the offset and 
indicated cut. 
(2) 
Wyes for laterals will be marked with a line only stake. 
(3) 
Manholes will be marked with the offset and indicated cut to top of manhole 
grade and inverts. 
(4) 
Stakes for storm water inlets, two per inlet, will be set on a line normal to the 
roadway at the center line of the inlet five and ten feet from the face of curb. 
The stakes will be marked with the offset to the face of curb and the cut or 
fill to the top of curb and inverts. 
(5) 
Cut sheets will be supplied to the Agreementor and City of Chandler 
Inspector. 
(c) Water:  All cuts will be to the invert of the pipe, given to the nearest 0.10 of a foot. 
(1) 
Stakes for water will be driven flush with the existing ground, set on an offset 
at 50 foot intervals and specified grade breaks. Stakes will be marked with 
the offset and indicated cut.

City of Chandler  
 
Turf to Xeriscape Program:  
Project No. ST2405.401 
 
 Phase 1 
Technical Specifications  
 
6 
 
(2) 
Fittings or other critical points such as tees will be marked with a line only 
stake. 
(3) 
Fire hydrants will be located with two stakes per hydrant set parallel with the 
roadway five feet from the centerline of the hydrant. The stakes will be 
marked with the offset to the hydrant and indicated cut to the top of curb at 
the centerline of the hydrant. 
(4) 
Water meters will be located with two stakes per meter set parallel with the 
roadway five feet from the centerline of the meter. The stakes will be marked 
with the offset to the meter and indicated cut to the top of curb at the 
centerline of the meter. 
(5) 
Cut sheets will be supplied to the Agreementor and City of Chandler 
Inspector. 
(d) Inspection and Acceptance of Work:  The City reserves the right to make 
inspections and random checks of any portion of the staking and layout work. If, in 
the City's opinion, the work is not being performed in a manner that will assure 
proper control and accuracy of the work, the City may order any or all of the staking 
and layout work redone at no additional cost. 
Measurement and Payment: 
Construction Surveying and Layout will be measured as a single complete unit of work 
and paid at the agreement lump sum price, which price will be full compensation for the 
work as described herein and required to provide all necessary survey stakes and control. 
The approved schedule showing the sequencing and percentage of the survey and layout 
work will be the basis on which monthly progress payments will be made. This schedule 
will be subject to periodic review, at the request of either party, if the survey and layout 
work lags or accelerates. If necessary, the schedule will be revised to reflect changes in 
survey and layout progress. When approved, the revised schedule will become the basis 
for payment. 
ITEM NO. 2 
EROSION CONTROL (SWPPP PREPARATION, INSTALLATION, 
MAINTENANCE, AND REMOVAL) 
Description: 
The work under this item will consist of furnishing all materials, labor, and equipment 
necessary to prepare the SWPPP plan, furnish, install, maintain and remove (if 
applicable) erosion control best management practices as specified in the Project Plans 
and directed by City Representatives. 
Materials: 
All materials will conform to the requirements of ADOT Standard Specifications.  Section 
810-2.

City of Chandler  
 
Turf to Xeriscape Program:  
Project No. ST2405.401 
 
 Phase 1 
Technical Specifications  
 
7 
 
Construction Requirements: 
All work under this item will be completed in conformance with the Project Plans and all 
applicable City, County, State, and Federal regulations. 
Measurement and Payment: 
Erosion Control (SWPPP Preparation, Installation, Maintenance, and Removal) will be 
measured as a single complete unit of work and paid at the Agreement lump sum price, 
which price will be full compensation for the work described herein and complete in place. 
No payment will be made for rejected best management practices, for maintenance after 
a storm event, or for damage by the Agreementor. No allowance will be made for extra 
material used in overlapping at splice joints. 
ITEM NO. 3 
MOBILIZATION/DEMOBILIZATION 
Description: 
The work under this item will consist of furnishing all materials, labor, and equipment 
necessary to conform to MAG Uniform Standard Specifications Section 109.10. 
Measurement and Payment: 
Mobilization/Demobilization will be measured as a single complete unit of work and paid 
at the contact lump sum price, which price will be full compensation for the work, complete 
in place. 
ITEM NO. 4 
CLEARING AND GRUBBING (INCLUDE SHRUB AND STUMP 
REMOVAL) 
Description: 
The work under this item will consist of furnishing all materials, labor, and equipment 
necessary to conform to MAG Uniform Standard Specifications Section 201.  The 
Agreementor should review the landscape plans to identify trees to be protected in place. 
The Agreementor will clear and grub only the areas required to construct the project 
improvements. 
Construction Requirements: 
All work under this item will be completed in conformance with MAG Uniform Standard 
Specifications Section 201 in its entirety except as modified herein. 
Burning of trash, debris, plant material, wood, or any other waste material will not be 
allowed. 
Measurement and Payment: 
Clearing and Grubbing will be measured as a single complete unit of work and paid at the

City of Chandler  
 
Turf to Xeriscape Program:  
Project No. ST2405.401 
 
 Phase 1 
Technical Specifications  
 
8 
 
contact lump sum price, which price will be full compensation for the work, complete in 
place. Separate measurement will be made for trees 4 inches or larger in diameter at 1-
foot above the original ground surface. 
ITEM NO. 5 
REMOVE CONCRETE HEADER 
Description: 
The work under this item will consist of furnishing all materials, labor, and equipment 
necessary to remove and dispose of existing concrete header from the project area, as 
shown on the Project Plans, as directed by City Representatives, and as specified herein. 
Measurement and Payment: 
Remove Concrete Header will be measured per lineal foot, which price will be full 
compensation for the work, complete in place, including excavation and subsequent 
backfill, compaction, hauling, obtaining permits, and disposal of materials. 
ITEM NO. 6 
REMOVE TURF GRASS 
Description: 
Contractor shall verify exact limits with Engineer for all turf grass removal areas 
designated on the plans.  All work shall be in accordance with these specifications and 
standards. 
 
Contractor shall fully eradicate and remove existing turf grass in areas required for new 
construction or where an existing turf area is being converted to decomposed granite.  
Bermuda grass is a very aggressive warm season plant. Both common and hybrid 
bermuda can reproduce by stolons (above ground runners), rhizomes (underground 
runners) or seed. 
 
MATERIALS:  The contractor shall be responsible for all applications of contact herbicide 
work. All applications of contact herbicide shall be performed by a registered and licensed 
applicator with 5 years of experience performing this work. Contractor shall provide 
qualifications, license information, insurance and other pertinent data on the qualifications 
and experience of the applicator at the pre-construction conference.  
 
The only viable way to eradicate this plant is by chemical treatment and removal of root 
mass. The best chemical to use is glyphosate. It is marketed under the names of Roundup 
(Monsanto), Doomsday (General Control) and Kleenup (Ortho Products). Glyphosate is 
a foliar herbicide that kills or damages plants that it contacts.

City of Chandler  
 
Turf to Xeriscape Program:  
Project No. ST2405.401 
 
 Phase 1 
Technical Specifications  
 
9 
 
EXECUTION:   
Only spray grass killer on areas of the site that are shown for turf grass removal on the 
plans.  The contractor stake out limits of turf grass removal prior to applying weed killer 
and have the grass removal limits approved by the Engineer prior to application of 
chemicals. 
 
Step 1: One week prior to applying glyphosate, contractor shall irrigate the lawn area to 
get the grass actively growing. The temperatures shall be above 70 degrees for lawn 
eradication activities to begin. Spray herbicide on Bermuda grass, do not exceed the 
recommended rate on the herbicide label, and apply the herbicide evenly. It is not 
necessary to saturate the grass with the herbicide. Cut off irrigation after spraying of 
herbicide.  Allow about two weeks for glyphosate to work after initial application.  If rain is 
expected within 8 hours of application, contractor shall wait for a dry period because the 
effectiveness of glyphosate is greatly reduced by rain. 
 
Step 2: When the grass is brown and dead, contractor shall scrape and remove a 3 inch 
layer of the dead grass, root mass and soil.  If the grade is higher than the surrounding 
area, sidewalks, driveways, parking areas the contractor shall lower the grade by either 
"scalping" the lawn area using a mower set low or using a power rake (verticutter).  
Contractor shall remove as much of the grass and roots as possible. Contractor shall 
make the rough grade about three inches lower than the surrounding area to prevent 
granite or gravel from getting on adjacent walks, parking areas or hardscape areas. All 
grades shall be in compliance with the grading plans or as directed by the Engineer. 
 
Step 3: Turn the irrigation back on for two weeks to see what Bermuda grass is still alive 
and starts growing again.  Repeat Step 1 by spraying a second application of herbicide.  
Once a vast a majority of the turf grass is dead and not showing any signs of life then 
proceed to step 4 with the approval of the City project manager. 
 
Step 4: Contractor shall monitor the re-growth of Bermuda grass and apply spot 
application of glyphosate to any bermuda grass growth or glyphosate and a 
‘Sedgehammer’ herbicide to any nutsedge during the remainder of construction and 
through the 90 day maintenance period. 
 
Contractor shall haul off and properly dispose of all dead grass, root mass and soil. 
Measurement and Payment: 
Remove Turf Grass be measured per square foot, which price will be full compensation 
for the work, complete in place, including spraying of turf grass with grass killer, 
excavation, compaction, hauling, obtaining permits, and disposal of materials.

City of Chandler  
 
Turf to Xeriscape Program:  
Project No. ST2405.401 
 
 Phase 1 
Technical Specifications  
 
10 
 
ITEM NO. 7 
REMOVE DECOMPOSED GRANITE  
Description: 
The work under this item will consist of furnishing all materials, labor, and equipment 
necessary to remove and dispose of existing decomposed granite from the project area, 
as shown on the Project Plans, as directed by City Representatives, and as specified 
herein. 
Construction Requirements: 
Removal and disposal of decomposed granite will comply with MAG Standard 
Specifications Section 350 in its entirety. 
Measurement and Payment: 
Remove Decomposed Granite will be measured per square foot which price will be full 
compensation for the work, complete in place, including removal, hauling, obtaining 
permits, and disposal of materials. 
ITEM NO. 8 
REMOVE WATER METER 
Description: 
The work under this item will consist of furnishing all materials, labor, and equipment 
necessary for the removal of existing water meters as specified in the Project Plans, as 
directed by City Representatives, and as specified herein. 
Measurement and Payment: 
Remove Water Meter be measured per each, which price will be full compensation for the 
work, complete in place, including removal of water meter & box, capping service line, 
completing City of Chandler water meter abandonment procedures, and disposal of 
materials.  Confirm with City if the water meter is to be returned to the City. 
ITEM NO. 9 
REMOVE BACKFLOW PREVENTER & ENCLOSURE CAGE 
Description: 
The work under this item will consist of furnishing all materials, labor, and equipment 
necessary for the removal of backflow preventer and enclosure cage as specified in the 
Project Plans, as directed by City Representatives, and as specified herein. 
Construction Requirements: 
The Agreement will be responsible for removing existing irrigation backflow preventer and 
enclosure cage.

City of Chandler  
 
Turf to Xeriscape Program:  
Project No. ST2405.401 
 
 Phase 1 
Technical Specifications  
 
11 
 
Measurement and Payment: 
Remove Backflow Preventer will be measured per each, which price will be full 
compensation for the work, complete in place, including removal, hauling, obtaining 
permits, and disposal of materials.  Confirm with City if the backflow preventer and 
enclosure cage are to be returned to the City. 
ITEM NO. 10 
REMOVE IRRIGATION PUMP 
Description: 
The work under this item will consist of furnishing all materials, labor, and equipment 
necessary for the removal of irrigation pump as specified in the Project Plans, as directed 
by City Representatives, and as specified herein. 
Measurement and Payment: 
Remove Irrigation Pump will be measured per each, which price will be full compensation 
for the work, complete in place, including removal, hauling, disconnecting from the power 
source, obtaining permits, and disposal of materials.  Confirm with City if the irrigation 
pump is to be returned to the City. 
ITEM NO. 11 
REMOVE IRRIGATION CONTROLLER 
Description: 
The work under this item will consist of furnishing all materials, labor, and equipment 
necessary for the removal of existing irrigation controller including the pedestal mounted 
enclosure and disconnecting from the electric meter as specified in the Project Plans, as 
directed by City Representatives, and as specified herein. 
Measurement and Payment: 
Remove Irrigation Controller will be measured per each, which price will be full 
compensation for the work, complete in place, including disconnecting from electric 
meter, removal, hauling, obtaining permits, and disposal of materials.  Confirm with City 
if the irrigation controller and pedestal mounted enclosure are to be returned to the City. 
ITEM NO. 12 
REMOVE TREES (4” DIA. AND LARGER) 
Description: 
The work under this item will consist of furnishing of all materials, labor, and equipment 
for the removal and disposal of existing trees 4 inches or larger in diameter at 1-foot above 
the original ground surface including grinding stump 18” below grade at locations as 
specified in the Project Plans.

City of Chandler  
 
Turf to Xeriscape Program:  
Project No. ST2405.401 
 
 Phase 1 
Technical Specifications  
 
12 
 
Construction Requirements: 
Removal and disposal of trees will comply with MAG Standard Specifications Section 350 
in its entirety. 
Measurement and Payment: 
Removal of trees will be measured per each, which price will be full compensation for the 
work, complete in place, including stump grinding 18” below grade and disposal. 
ITEM NO. 13 
REMOVE IRRIGATION VALVES & EQUIPMENT 
Description: 
The work under this item will consist of furnishing all materials, labor, and equipment for 
removing exisitng irrigation valves & equipment as specified in the Project Plans or as 
directed by City Representatives.  
Construction Requirements: 
Removal and disposal of existing irrigation valves & equipment will comply with MAG 
Standard Specifications Section 350 in its entirety. 
Measurement: 
Remove Irrigation Valves & Equipment will be measured as a lump sum. 
Payment: 
Remove Irrigation Valves & Equipment, measured as provided above, will be paid for at 
the Agreement lump price each, which price will be full compensation for the work, 
complete in place. 
ITEM NO. 14 
SAWCUT, REMOVE AND REPLACE ASPHALT 
Description: 
The work under this item will consist of furnishing all materials, labor, and equipment to 
sawcut, remove and replace existing asphalt as specified in the Project Plans or as 
directed by City Representatives.  
Construction Requirements: 
Removal and disposal of existing asphalt pavement will comply with MAG Standard Detail 
200-1 “T-Top” and MAG specifications section 350 in its entirety. 
Measurement: 
Remove Sawcut, Remove, and Replace Asphalt will be measured on a square yard basis.

City of Chandler  
 
Turf to Xeriscape Program:  
Project No. ST2405.401 
 
 Phase 1 
Technical Specifications  
 
13 
 
Payment: 
Sawcut, Remove and Replace Asphalt, measured as provided above, will be paid for at 
the Agreement lump price each, which price will be full compensation for the work, 
complete in place. 
ITEM NO. 15 
TREE – 36 IN BOX,  
ITEM NO. 16 
TREE – 24 IN BOX,  
ITEM NO. 17 
TREE – 15 GALLON 
ITEM NO. 18 
SHRUB – 5 GAL 
ITEM NO. 19 
GROUNDCOVERS – 5 GAL 
ITEM NO. 20 
ACCENTS – 5 GAL 
Description: 
The work under these items will consist of furnishing all materials, labor, and equipment 
necessary to plant shrubs, accents, groundcovers and trees, of the size and type 
indicated, at all locations as specified in the Project Plans. 
Control stationing, application of rodent repellent by mechanical or chemical means, 
removal of excess material(s), and general plant care and maintenance will also be 
completed in accordance with the requirements of Section 430 of MAG Standard 
Specifications, these Technical Specifications, and as required and approved by City 
Representatives. 
Measurement and Payment: 
Shrubs, accents groundcovers,  and trees will be measured as a unit for each item planted 
and will be paid for at the Agreement unit price each, which price will be full compensation 
for the work, complete in place. 
No payment will be made for shrubs, accents, groundcovers, and trees selected for 
inspection and not planted or for the care and protection of trees, shrubs, accents, 
groundcovers, prior to the beginning of the landscaping establishment period, the costs 
being considered as included in the prices paid for trees accepted and paid for under this 
bid item. 
ITEM NO. 21 
DECOMPOSED GRANITE- 1-1/4” SCREENED DESERT GOLD 
Description: 
The work under these items consists of the following: 
• Grading surfaces upon which and decomposed granite will be placed to ensure 
proper drainage. 
• Furnishing, placing, and compacting and decomposed granite, which will include 
all excavation and back filling.

City of Chandler  
 
Turf to Xeriscape Program:  
Project No. ST2405.401 
 
 Phase 1 
Technical Specifications  
 
14 
 
• Included in the granite work is maintaining these areas free of weeds and 
trash/debris during the construction and landscape establishment phases of the 
project. 
All work under this section will be completed in accordance with the details shown on the 
Project Plans, MAG Standard Specifications Section 430 and 795, and the requirements 
of these Technical Specifications. 
Measurement and Payment: 
Decomposed Granite, 1-1/4” Screened Desert Gold will be measured by the square foot 
and will be paid for at the Agreement unit price per square foot, which price will be full 
compensation for the item, complete in place.  Payment will include all required or 
requested samples, grading, compaction, pre-emergent herbicide, all erosion repair work 
and other related activities as described and specified herein, and as specified in the 
Project Plans or as required by City Representatives. 
No additional payment will be made for all erosion repair work or compaction of soil, as 
specified herein, the cost being considered incidental to this item. 
Agreementor will be responsible for all erosion repairs on project site that may occur 
during decomposed granite mulch color review and approval process at no additional 
payment to the Agreementor. 
ITEM NO.  22 
RIVER ROCK- D50=9” 
Description: 
All work under this section will be completed in accordance with the details shown on the 
Project Plans, MAG Standard Specifications Section 220 and 703, except as amended 
by these Technical Specifications. 
River Rock shall conform to the requirements of MAG section 703, except that the 
aggregate shall be rounded. 
River rock approved for construction will be acquired from a single source. 
The salvage and reuse of existing river rock material from the project area will not be 
allowed. All river rock will be new. Each river rock material will come from a single source 
to ensure uniformity of color. 
River rock to be used on the project and all samples prior to placement on the job site 
must meet the following requirements: 
• Copy of the environmental permit for each granite source pit. 
• Written acknowledgement from each supplier that they can provide the quantity 
of river rock material required to complete the project. 
• Written acknowledgement that river rock supplier material will be provided within

City of Chandler  
 
Turf to Xeriscape Program:  
Project No. ST2405.401 
 
 Phase 1 
Technical Specifications  
 
15 
 
the Agreement time frame. 
• The Agreementor will provide a 5-gallon bucket sample for each color required on 
the project and each proposed alternate color 
The river rock review and approval process will be coordinated by the Agreementor with 
City Representatives and requires a 1-week minimum advance notice by the 
Agreementor through the City Representatives.  
The Agreementor will remove all non-planted vegetation from all areas designated to 
receive river rock (by chemical or mechanical means) and maintain the designated areas 
“vegetation-free” for a minimum period of 40 working days prior to placement of the 
granite mulch and decomposed granite, or as specified by the City Representative. 
When using herbicides, a pre-emergent herbicide (Gallery, Surflan, Barricade or 
equivalent) will be applied to all granite material areas in the manner recommended by 
the manufacturer to prevent germination of noxious weeds.  
Measurement and Payment: 
River Rock, d50=9” will be measured by the cubic yard and will be paid for at the 
Agreement unit price per cubic yard, which price will be full compensation for the item, 
complete in place.  Payment will include all required or requested samples, grading, 
compaction, pre-emergent herbicide, erosion control geosynthetic fabric, all erosion 
repair work and other related activities as described and specified herein, and as specified 
in the Project Plans or as required by City Representatives. 
No additional payment will be made for all erosion repair work or compaction of soil, as 
specified herein, the cost being considered incidental to this item. 
ITEM NO.  23 
CONCRETE HEADER 
Description: 
The work under this item will consist of furnishing all materials, labor, and equipment 
necessary for the Concrete Header as specified in the Project Plans, as directed by City 
Representatives, and as specified herein. 
Measurement and Payment: 
Concrete Header will be measured by the linear foot and will be paid for at the Agreement 
unit price per linear foot, which price will be full compensation for the item, complete in 
place.  Payment will include all required grading, compaction, concrete forming, rebar, 
concrete and other related activities as described and specified herein, and as specified 
in the Project Plans or as required by City Representatives.

City of Chandler  
 
Turf to Xeriscape Program:  
Project No. ST2405.401 
 
 Phase 1 
Technical Specifications  
 
16 
 
ITEM NO.  24 
TURF SEED & SOIL PREPARATION 
Description: 
The work under this item will consist of furnishing all materials, labor, and equipment 
necessary for the Turf Seed and Soil Preparation as specified in the Project Plans, as 
directed by City Representatives, and as specified herein. 
Construction Requirements: 
Turf Seed and Soil Preparation will comply with MAG Standard Specifications Sections 
430.6.1 & 430.6.2 in their entirety, except as modified. 
Measurement and Payment: 
Turf Seed and Soil Preparation will be measured by the square foot and will be paid for 
at the Agreement unit price per square foot, which price will be full compensation for the 
item, complete in place.  Payment will include all labor, material and equipment as 
described and specified herein, and as specified in the Project Plans or as required by 
City Representatives. 
ITEM NO.  25 
TREE PROTECTION FENCING 
Description: 
The work under this item will consist of furnishing all materials, labor, and equipment 
necessary for the Tree Protection Fencing as specified in the Project Plans, as directed 
by City Representatives, and as specified herein. 
Measurement and Payment: 
Tree Protection Fencing be measured per linear foot, which price will be full compensation 
for the work, complete in place, including installation and maintenance of fencing and 
posts.  
ITEM NO. 26 
2.5” BALL VALVE ASSEMBLY 
ITEM NO. 27 
2” BALL VALVE ASSEMBLY  
ITEM NO. 28 
1.5” BALL VALVE ASSEMBLY  
ITEM NO. 29 
1.25” BALL VALVE ASSEMBLY  
Description: 
The work under this item consists of furnishing all labor, materials, equipment for installing 
ball valves, including valve box, gravel, geotextile fabric, concrete support block, excavation 
and backfilling at the locations designated and in accordance with the details shown on the 
Project Plans and in accordance with the requirements of these Technical Specifications. 
Measurement and Payment:

City of Chandler  
 
Turf to Xeriscape Program:  
Project No. ST2405.401 
 
 Phase 1 
Technical Specifications  
 
17 
 
Ball Valve Assembly will be measured as unit for each and will be paid for at the Agreement 
unit price each, which price will be full compensation for the work complete in place, as 
described and specified herein and on the Project Plans. 
ITEM NO. 30 
1” DRIP REMOTE CONTROL VALVE ASSEMBLY 
Description: 
The work under this item will consist of furnishing all materials, labor, and equipment 
necessary for installing the remote control valves complete, including all necessary pipe 
and fittings, common and control wire, pressure regulator riser, wye filter, union, ball 
valve, ID tag, valve box and appurtenances, excavation, and backfilling as required at 
the locations specified in the Project Plans,  and these Technical Specifications. 
Each drip remote control valve assembly shall be as shown on the plans and details. 
Measurement and Payment: 
1 Inch Drip Remote Control Valve Assembly will be measured as unit per each and will 
be paid for at the Agreement unit price, per each, which price will be full compensation 
for the work, complete in place, including all necessary pipe and fittings, common and 
control wire, pressure regulator, wye filter, union, ball valve, ID tag, valve box, and 
appurtenances, ac solenoids, excavation, and backfilling as described and specified 
herein and as shown on the Project Plans. 
No additional payment will be made for the gravel sump or geotextile fabric, the cost being 
considered incidental to this item. 
ITEM NO. 31 
1.5” TURF REMOTE CONTROL VALVE ASSEMBLY 
ITEM NO. 32 
2” TURF REMOTE CONTROL VALVE ASSEMBLY 
 
Description: 
The work under this item will consist of furnishing all materials, labor, and equipment 
necessary for installing the turf remote control valves complete, including all necessary 
pipe and fittings, common and control wire, union, ball valve, ID tag, valve box and 
appurtenances, excavation, and backfilling as required at the locations specified in the 
Project Plans, and these Technical Specifications. 
Each turf remote control valve assembly shall be as shown on the plans and details. 
Measurement and Payment: 
Turf Remote Control Valve Assembly will be measured as unit per each and will be paid 
for at the Agreement unit price, per each, which price will be full compensation for the 
work, complete in place, including all necessary pipe and fittings, common and control

City of Chandler  
 
Turf to Xeriscape Program:  
Project No. ST2405.401 
 
 Phase 1 
Technical Specifications  
 
18 
 
wire, union, ball valve, ID tag, valve box, and appurtenances, ac solenoids, excavation, 
and backfilling as described and specified herein and as shown on the Project Plans. 
No additional payment will be made for the gravel sump or geotextile fabric, the cost being 
considered incidental to this item. 
ITEM NO. 33 
MULTI OUTLET EMITTER ASSEMBLY  
Description: 
The work under this item will consist of furnishing all materials, labor, and equipment 
necessary for installing the emitter assemblies, multi-outlet, including excavating and 
backfilling, at the locations specified in the Project Plans & Details and these Technical 
Specifications. 
Measurement and Payment: 
Multi Outlet Emitter Assembly will be measured as unit for each and will be paid for at the 
Agreement unit price each, which price will be full compensation for the work, complete 
in place, as specified herein and on the Project Plans. 
No additional payment will be made for vinyl distribution tubing, ½” PVC supply pipe, 
emitter valve box, geotextile fabric, pea gravel sump, distribution tube, or hose stake the 
cost being considered incidental to this item. 
No additional payment will be made for GIS data collection and for producing the required 
record drawings, the cost being considered incidental to this item. 
ITEM NO.  34 
DEEP ROOT WATERING ASSEMBLY  
Description: 
The work under this item consists of furnishing all labor, materials, equipment for installing 
the deep root watering assembly complete in place, including plastic mesh tube, drip 
emitter, filter fabric, swing joint and aggregate material. 
Install deep root watering system per plans & details. 
 
Hand digging around existing tree roots may be required. 
 
Measurement and Payment: 
The Deep Root Watering Assembly will be measured as a unit for each and will be paid 
for at the Agreement unit price each, which price will be full compensation for the work, 
complete in place, as described and specified herein and in the Project Plans.

City of Chandler  
 
Turf to Xeriscape Program:  
Project No. ST2405.401 
 
 Phase 1 
Technical Specifications  
 
19 
 
ITEM NO.  35 
TURF ROTORS 
 Description: 
The work under this item shall consist of furnishing all labor, materials, and equipment 
necessary to install new turf rotor assembly as specified on the plans and details of the 
size and materials shown, at all locations indicated on the project plans. 
Materials: 
All materials shall conform to MAG Specifications Sections 757 in their entirety, including 
all City of Chandler supplements except as modified on the plans and details and herein. 
 
Construction Requirements:  
Comply with MAG Uniform Standard Specifications and Details for Public Works 
Construction Section 440 in its entirety, including all revisions and City of Chandler 
supplements except as modified herein.  
Measurement and Payment: 
Comply with MAG Uniform Standard Specifications and Details for Public Works 
Construction Section 440 in its entirety, including all revisions and City of Chandler 
supplements except as modified herein.  Items will be paid for at the contract unit price 
per each, which shall be full compensation for the item, complete in place.  
ITEM NO. 36 
END CAP FLUSH VALVE ASSEMBLY 
Description: 
The work under this item will consist of furnishing all materials, labor, and equipment 
necessary for installing lateral flush valve assemblies at all locations as specified in 
Project Plans, Details, and these Technical Specifications. 
The required End Cap Flush Valve Assembly components include ball valve, necessary 
pipe, fittings, valve box, and all excavation and backfilling. Any removal and salvage after 
testing will be incidental to this item with no additional cost to the City. 
Measurement and Payment: 
Enc Cap Flush Valve Assembly will be measured as a unit for each and will be paid 
for at the Agreement unit price per each, which price will be full compensation for the 
work, complete in place, as specified herein and on the Project Plans.

City of Chandler  
 
Turf to Xeriscape Program:  
Project No. ST2405.401 
 
 Phase 1 
Technical Specifications  
 
20 
 
ITEM NO. 37 
2.5 IN MAINLINE PIPE - SCH 40 PVC  
ITEM NO. 38 
2 IN MAINLINE PIPE - SCH 40 PVC  
ITEM NO. 39 
1.5 IN MAINLINE PIPE - SCH 40 PVC  
ITEM NO. 40 
1.25 IN MAINLINE PIPE - SCH 40 PVC  
ITEM NO. 41 
2.5 IN LATERAL PIPE - SCH 40 PVC  
ITEM NO. 42 
2 IN LATERAL PIPE – SCH 40 PVC 
ITEM NO. 43 
1.5 IN LATERAL PIPE – SCH 40 PVC 
ITEM NO. 44 
1.25 IN LATERAL PIPE – SCH 40 PVC 
ITEM NO. 45 
1 IN LATERAL PIPE – SCH 40 PVC 
ITEM NO. 46 
3/4 IN LATERAL PIPE – SCH 40 PVC 
Description: 
The work under these items consists of furnishing all materials, labor, and equipment 
necessary to install polyvinyl chloride (PVC) pipe and fittings of the various sizes 
complete, including excavation and backfilling at the locations as specified in on the 
Project Plans, and these Technical Specifications. 
Measurement and Payment: 
Irrigation Pipe will be measured per linear foot installed and will be paid for at the 
Agreement unit price per linear foot, which price will be full compensation for the item, 
complete in place, as described herein and/or on the Project Plans including pipe, fittings, 
and all trenching, bedding, backfill, compaction, trench shoring, potholing, utility locating 
and incidentals as specified herein and as shown on the Project Plans.  
ITEM NO. 47 
6 IN IRRIGATION PIPE SLEEVE (SCH. 40 PVC) 
ITEM NO. 48 
4 IN IRRIGATION PIPE SLEEVE (SCH. 40 PVC) 
ITEM NO. 49 
3 IN IRRIGATION PIPE SLEEVE (SCH. 40 PVC) 
ITEM NO. 50 
2 IN IRRIGATION PIPE SLEEVE (SCH. 40 PVC) 
Description: 
The work under these items will consist of furnishing all materials, labor and equipment 
necessary to install 2 inch, 3 inch, 4 inch, and 6 inch pipe sleeves as specified in the 
Project Plans, or at locations determined on site at the time of installation in accordance 
with the requirements of the City of Chandler Engineering & Design Standards Manual, 
Chapter 8 – Landscape Design of City Owned R.O.W., Medians, and Retention Basins, 
and these Technical Specifications, and approved by the City Representative. 
The work will also include all barricades, warning tape, potholing, locating of buried 
utilities during excavation and shoring required or specified by City Representatives. 
Irrigation pipe sleeves will be PVC Schedule 40, belled ends, solvent weld. Wire sleeve 
shall be grey schedule 40 PVC solvent weld.  
All Sleeve installation will conform to the plan detail when crossing paved roadways and 
18 inches minimum when placed beneath a sidewalk.

City of Chandler  
 
Turf to Xeriscape Program:  
Project No. ST2405.401 
 
 Phase 1 
Technical Specifications  
 
21 
 
Sleeves will be installed through the use of open trench. 
The Agreementor will locate all existing utilities prior to the installation of the sleeves. 
The Agreementor will repair any existing utilities damaged during the sleeve installation 
at no cost to the City. 
Measurement and Payment: 
Irrigation Pipe Sleeves and wire sleeves will be measured per linear foot of pipe furnished 
and installed and will be paid for at the Agreement unit price per linear foot, which price 
will be full compensation for the item, complete in place, as described herein and/or on 
the Project Plans including pipe, and all trenching, bedding, backfill, compaction, trench 
shoring, potholing, utility locating and incidentals as specified herein and as shown on the 
Project Plans. 
No additional payment will be made for trench shoring, supplying the sand bedding 
material or in coordinating the efforts with City Representatives in verifying all sleeve 
locations, the cost being considered incidental to this item. 
ITEM NO. 51 
1 IN MASTER VALVE & FLOW METER ASSEMBLY 
ITEM NO. 52 
1.5 IN MASTER VALVE & FLOW METER ASSEMBLY  
ITEM NO. 53 
2 IN MASTER VALVE & FLOW METER ASSEMBLY  
Description: 
The works under these items consists of furnishing all materials, labor, and equipment 
necessary to install a master valve and flow meter including excavation, trenching, control 
& power wires, conduits and backfilling at the locations specified in the Project Plans, 
Details, and these Technical Specifications. 
 
Measurement and Payment: 1 IN, 1.5 IN & 2 IN Master Valve and Flow Meter 
Assemblies will be made for these items at the unit price per each and such payment 
shall be compensation in full for the item assembly complete in place.  Payment will be 
made in accordance with the contract unit price quoted in the bid proposal for each type 
of master valve and flow meter assembly bid item.  It shall be full compensation for 
furnishing all labor, materials, tools, equipment, and incidentals for the completing the 
work involved with installing a fully functioning master valve and flow meter including 
communicating with the irrigation controller.

City of Chandler  
 
Turf to Xeriscape Program:  
Project No. ST2405.401 
 
 Phase 1 
Technical Specifications  
 
22 
 
ITEM NO. 54 
12 STATION WALL MOUNTED IRRIGATION CONTROLLER 
ITEM NO. 55 
12 STATION PEDESTAL MOUNTED IRRIGATION CONTROLLER 
ITEM NO. 56 
24 STATION PEDESTAL MOUNTED IRRIGATION CONTROLLER 
Description: 
The works under these items consists of furnishing all materials, labor, and equipment 
necessary to install wall mounted and pedestal irrigation controllers including excavation, 
trenching, concrete work, conduits and backfilling at the locations specified in the Project 
Plans, Details, and these Technical Specifications. 
 
Measurement and Payment: 12 Station Wall Mounted, 12 Station Pedestal Mounted 
and 24 Station Pedestal Mounted Irrigation Controllers will be made for these items at the 
unit price per each and such payment shall be compensation in full for the item complete 
in place.  Payment will be made in accordance with the contract unit price quoted in the 
bid proposal for each type of irrigation controller bid item.  It shall be full compensation 
for furnishing all labor, materials, tools, equipment, and incidentals for completing the 
work involved with a fully functional irrigation controller that communicates with electric 
remote control valves and the City’s BaseManager system. 
ITEM NO. 57   
CONSTRUCTION OWNERS ALLOWANCE:  
Description: 
This bid item provides a funding mechanism up to the bid item amount to perform out of 
scope work per General Conditions Section 9 – Changes to the Agreement. 
Reimbursement from this allowance (in whole or in part) is not ensured and shall not be 
anticipated, nor planned on receiving.  The amount from this allowance shall be included 
in the total agreement amount as part of this project.   
 
Construction Requirements: 
Any deductions or increases in the bid item must be captured in an approved Owners 
Allowance request, which is supported by backup per General Conditions Section 7 – 
Agreement Price, or as the Project Owner and City Construction Representative may 
require.  To use this Owners Allowance, the contractor must work with the City 
Construction Representative to receive final concurrence from the Project Owner.      
Any work performed or costs incurred by the Contractor before an approved Owners 
Allowance Request will be the responsibility of the Contractor and will not be reimbursed. 
 
Measurement: 
There is no direct measurement for the Owners Allowance. The allowance is a fixed 
amount designated in the construction agreement, to be utilized only as directed by the 
City Construction Representative with final concurrence from the Project Owner.  The 
contractor is responsible for tracking the Owners Allowance costs to verify they are within 
the bid item amount.

City of Chandler  
 
Turf to Xeriscape Program:  
Project No. ST2405.401 
 
 Phase 1 
Technical Specifications  
 
23 
 
Payment: 
Payments will be made based on actual costs incurred or negotiations and approved 
through Owners Allowance Requests, up to the total amount of the Bid Item. Any unused 
portion of the Owners Allowance will not be paid out and shall be removed at the end of 
the project through the close out Change Order.  No additional payment will be made for 
costs exceeding the allowance and will require the contractor to submit a formal Change 
Order request prior to starting work.

City of Chandler  
 
Turf to Xeriscape Program:  
Project No. ST2405.401 
 
 Phase 1 
Technical Specifications  
 
24 
 
PART B 
 
 
PERMITS 
 
The Agreementor will comply with the requirements of MAG Standard Specifications 
Sections 107.2 except as modified herein. 
 
The Agreementor will obtain all permit(s) required to construct the project, including but 
not limited to: 
 
City Water Meter Permit 
 
The Agreementor will obtain City permit(s) required for fire hydrant water trucks 
(Agreementor submits and pays for this permit, no separate payment will be made for this 
permit; the cost being considered as included in the price of other Agreement items) and 
new landscape water meters (City pays for the permit but Agreementor must sign and 
pick up the permit).   
 
City Encroachment, Civil and Building Permits 
 
The Agreementor will obtain City permit(s) required for encroachment, civil and 
structures.  The City pays for the permits but Agreementor must sign and pick up the 
permit.   
 
City Administrative Use Permits 
 
The Agreementor will pay and obtain City permit(s) required for construction trailer and 
temporary facilities. No separate payment will be made for this permit, the cost being 
considered as included in the price of other Agreement items.    
 
Maricopa County Permits 
 
The Agreementor will pay and obtain Maricopa County permit(s) required for traffic control 
within their jurisdiction. No separate payment will be made for this permit, the cost being 
considered as included in the price of other Agreement items.    
 
Air Quality Permit 
 
The Agreementor will obtain a Maricopa County Air Quality Permit for this project. The 
Agreementor will be required to prepare a comprehensive fugitive dust control plan, in 
accordance with the guidelines established in Rule 310 of Maricopa County Regulation 
III, Control of Air Contaminants. The Agreementor will complete and submit the control 
plan with the permit application and obtain approval from the County prior to any activities

City of Chandler  
 
Turf to Xeriscape Program:  
Project No. ST2405.401 
 
 Phase 1 
Technical Specifications  
 
25 
 
which may produce dust pollutants. 
 
No separate payment will be made for the preparation, implementation of the fugitive dust 
control plan, or permit fees, the costs being considered as included in the price of 
Agreement items. 
 
Erosion Control Permit 
 
The Agreementor will submit the Arizona Pollutant Discharge Elimination System Notice 
of Intent (NOI) and the Notice of Termination (NOT) to the Arizona Department of 
Environmental Quality. The Agreementor and the City Representatives will jointly review 
the Stormwater Pollution Prevention Plan (SWPPP) prior to submission of the NOI and 
prior to the start of work. The SWPPP will be maintained throughout the duration of the 
project in accordance with the APDES requirements and a current version will be 
available at all times at the project site. 
 
No separate payment will be made for the preparation, implementation of the SWPPP, or 
permit fees, the costs being considered as included in the price of Agreement items. 
 
COOPERATION WITH UTILITIES 
 
Coordination with the pertinent utility companies has been a part of the development of 
this project. Construction activities will be coordinated and scheduled to incorporate the 
following applicable utility construction activities: CenturyLink Communications Facility 
Relocations. 
 
• City of Chandler  
• Cox Communications 
• Southwest Gas 
• SRP Power 
• Verizon Wireless 
 
The following telephone numbers should put the Agreementor in contact with the proper 
personnel for coordination: 
 
UTILITY COMPANY
CONTACT
PHONE
Cox Communications
Nycole Hale
623-328-2998
Southwest Gas
Gene Florez
480-730-3841
Salt River Project
Jessica Miles
602-236-8189
City of Chandler
Dennis Aust
480-782-3310
Verizon Wireless
Robert Vasquez
602-282-3558

City of Chandler  
 
Turf to Xeriscape Program:  
Project No. ST2405.401 
 
 Phase 1 
Technical Specifications  
 
26 
 
Regardless of the means and methods utilized during the construction of the work, the 
Agreementor will protect all existing utilities during construction.  Any damages to the 
existing utilities resulting from the scope of work, will be the repaired and paid for by the 
Agreementor.  The Agreementor will follow all AZ811 and state laws regarding the 
protection of utilities during construction. 
 
It will be the Agreementor’s responsibility to determine the exact location of the utilities 
prior to any construction operations and to notify the above-mentioned utility companies 
at least two working days prior to commencing any work on the project. 
 
TECHNICAL SPECIFICATIONS 
 
The following revisions to the MAG Uniform Standard Specifications for Public Works 
Construction, 2025 Edition, shall become a part of the contract documents. 
 
SECTION 425 – TOPSOIL 
 
425.1 DESCRIPTION:  Add the following: 
This work shall also consist of salvaging and stockpiling of existing on-site topsoil and 
placement of salvaged topsoil in planting areas.  
 
425.3 CONSTRUCTION METHODS:  Add the following: 
 
425.3.2 Salvaging and placement of topsoil:  After clearing and grubbing has occurred 
and prior to grading operations the contractor and engineer will walk the site to determine 
any areas where the existing topsoil should either not be salvaged and used for planting 
areas and/or select preferred existing top soil areas that should be salvaged and used for 
planting areas.  Upon approval from the engineer remove from the top twelve inches of 
“preferred” topsoil and place in a stockpile on-site a quantity that will cover (plate) the 
planting areas to a depth of eight inches; allowing for a shrink factor of 20%.  The stockpile 
shall be placed in a pile no higher than three feet.  During construction no driving or 
dumping shall be allowed on the stockpile.  The stockpile shall be kept free of weeds, 
trash, and construction debris during the entire construction period.   
 
425.4 MEASUREMENT:  Delete and replace with the following: 
 
No separate measurement or payment will be made for salvage, stockpiling, and plating 
of topsoil. 
 
425.5 PAYMENT:  Delete and replace with the following:

City of Chandler  
 
Turf to Xeriscape Program:  
Project No. ST2405.401 
 
 Phase 1 
Technical Specifications  
 
27 
 
 
No separate payment will be made for salvage, stockpiling, and plating of topsoil, the cost 
of which is considered included within other landscape items. 
 
SECTION 430 – LANDSCAPING 
 
430.2.GENERAL:  Add the following: 
 
Within 60 calendar days of the Notice of Award, the Agreementor will furnish a complete 
Plant Availability List of all the plantings needed for this project. The list will include the 
confirmed nursery source for the planting stock, assuring the availability of each plant 
material and the size specified herein. 
The list will include the species name (botanical, common, and varietal), size and quantity 
of the plant material, the confirmed source for the plant material as evidenced by an 
invoice or Agreement with the confirmed source and the approximate date the plant 
material will be delivered to the jobsite. This Plant Availability List will be submitted in 
triplicate to City Representatives. 
All plant material shall comply with the latest edition of the Arizona Nursery Association 
recommendation of container grown plant material.   
Approval of the Plant Availability List by City Representatives does not relieve the 
Agreementor of the responsibility for providing plantings that will pass the inspection 
required. 
Prior to planting, the selection of trees will be approved by the City Representatives. The 
Agreementor will meet with the project Landscape Architect at up to three (3) local 
nurseries or wholesale plant providers to select and tag trees for use in the project.  Local 
nurseries will be defined as those located within the Phoenix Metro Area.  Nursery visits 
will occur a minimum of three (3) months prior to planting.  The selected trees may be 
purchased and stored at the nursery, under continued care of the nursery, until time of 
planting.  No planting will occur between June 15th through September 1st unless without 
written City approval. 
To properly plant maintain and care for the plant material, water used during landscape 
construction will be furnished by the City of Chandler at the designated water meter 
sources from within the project limits, at no cost to the City.  All water used during the 
planting operation phase of the project will be the responsibility of the Agreementor, and 
will be provided at no additional cost to the City. 
 
Add the following to the list of materials to be certified (14th paragraph): 
 
• Decomposed Granite

City of Chandler  
 
Turf to Xeriscape Program:  
Project No. ST2405.401 
 
 Phase 1 
Technical Specifications  
 
28 
 
Add the following: 
 
Certification shall indicate suppliers name, address, telephone number, date of purchase, 
name, model number and technical description of item purchased, and quantity of each 
item purchased. 
 
430.4 PREPARING THE SITE FOR LANDSCAPING:  Delete the 2nd sentence of the 
2nd paragraph and replace with the following: 
Removal includes digging out stumps and roots to a depth as specified in Section 201. 
 
Add the following: 
Provide proper surface drainage within all planted areas. Any grading conditions found in 
the plans or specifications, in obstructions on the site, or in prior work done by another 
party that the Contractor feels precludes establishing proper drainage, shall be brought 
to the attention of the Engineer in writing for resolution. 
 
430.5.4 Plant Location:  Delete in its entirety and replace with the following: 
 
The Contractor shall stake the location of planting areas and planting pits prior to any 
excavation.  Subject to the Engineer’s approval, minor relocations shall be done at this 
time to avoid unsuitable conditions, such as utilities, rocky areas, poor soil, etc.  Prior to 
planting, a percolation test shall be performed on tree pits and all saguaro and ocotillo 
planting pits to determine adequate drainage.  Fill pit half-full of water. Allow 24 hours to 
drain.  If drainage does not occur within 24 hours, new locations for the plant(s) may be 
selected by Engineer. Engineer also reserves the right to direct additional work to achieve 
proper drainage on a plant-by-plant basis. Where drainage is insufficient, install a rock 
caisson. Each caisson shall have a four-foot deep (4') by 8-inch (8") diameter hole filled 
with AASHTO No 57 Stone filled to the bottom of the pit. Increase the depth of the caisson 
to eight feet if encountering ground water, caliche, or impervious rock.  No separate 
measurement or payment will be made for the installation of rock caisson. 
 
430.5.6 Tree and Shrub Planting: Delete the 1st sentence and replace with the 
following: 
The size of the pits shall be a minimum of two (2) times the diameter of the plant root ball 
or container size, and only as deep as the rootball. 
 
Add the following after the first paragraph: 
Amendments with each cubic yard of soil conditioner will consist of 25 pounds of 
agricultural gypsum, 1 pound of water soluble or powdered soil sulfur and 9 pounds of 
slow release Isobutylidene diurea fertilizer 25-4-8. Soil sulfur will be 85-95 percent pure 
soil sulfur. 
Amendments will be inspected separately before adding to soil conditioner to ensure 
quality control. Pre-packaging of amendments is prohibited.

City of Chandler  
 
Turf to Xeriscape Program:  
Project No. ST2405.401 
 
 Phase 1 
Technical Specifications  
 
29 
 
The Agreementor will layout the planting pits in accordance with the Project Plans and 
control stationing along the curb edge using a starting location, methods, and markings 
approved by City Representatives. The planting layout will be according to the Project 
Plans. Triangular spacing shown are minimums only; actual spacing may vary. 
The flagging will remain in the center of the planting pit until planting starts. 
The Agreementor will pay special attention to the infestation of weeds and grasses. If 
either of these items are found in the planting pits, it could result in immediate removal 
and disposal of the plant. The planting pit will be excavated and inspected to assure 
complete eradication of roots or rhizomes which may have grown into the area. This work 
and associated materials will be the responsibility of the Agreementor, and will be 
completed at no additional cost to the City. 
Add the following after the fourth paragraph: 
Immediately after planting, all plants will be irrigated with the irrigation system until the 
backfill soil around and below the roots and the root ball itself is brought to 100 percent 
water holding capacity. 
All planting pits shall be completely filled with water and allowed to completely drain so 
that all sides and bottom soil of planting pit is thoroughly moist prior to any plant being 
installed. Provide twenty (20) pounds of Live Earth (or equal) Humate soil conditioner per 
cubic yard of plant backfill mix. 
Water will not be used to accomplish soil compaction around the root ball. 
The soil for back-filling the planting pits will confirm to Section 430 of MAG Standard 
Specifications. 
All trees will be staked per City Detail C-801 and are considered incidental to the tree 
planting. 
 
430.6.1 Preparation of In-Place Soil:  add the following: 
 
Submittal and Qualification Requirements: 
Certification of seed. Include identification of source and name and telephone number of 
supplier. 
 
Pesticides and Herbicides:  Include product label and manufacturer's application 
instructions specific to this Project. 
 
Qualification Data:  For qualified landscape Installer. 
 
Product Certificates:  For sand, soil amendments and fertilizers, from manufacturer. 
 
Material Test Reports:  For sand, existing native surface topsoil and imported or 
manufactured topsoil.

City of Chandler  
 
Turf to Xeriscape Program:  
Project No. ST2405.401 
 
 Phase 1 
Technical Specifications  
 
30 
 
Maintenance Instructions:  Recommended procedures to be established by Owner for 
maintenance of turf areas during a calendar year.  Submit before expiration of required 
initial maintenance periods. 
 
Installer Qualifications:  A qualified landscape installer whose work has resulted in 
successful turf establishment. 
 
Professional Membership: Installer shall have a valid Ariona contractor’s license (AZ 
ROC) and be a member in good standing with Arizona Landscape Contractors 
Association. 
 
Experience:  Ten years’ experience in turf installation. 
 
Installer's Field Supervision:  Require installer to maintain an experienced full-time 
supervisor on Project site when work is in progress. 
 
Soil-Testing Laboratory Qualifications:  An independent laboratory or university 
laboratory, recognized by the Arizona State Department of Agriculture, with the 
experience and capability to conduct the testing indicated and that specializes in types of 
tests to be performed. 
 
Soil Analysis:  For each unamended soil type, furnish soil analysis and a written report by 
a qualified soil-testing laboratory stating percentages of organic matter; gradation of sand, 
silt, and clay content; cation exchange capacity; sodium absorption ratio; deleterious 
material; pH; and mineral and plant-nutrient content of the soil. 
 
Testing methods and written recommendations shall comply with USDA's Handbook No. 
60. The soil-testing laboratory shall oversee soil sampling, with depth, location, and 
number of samples to be taken per instructions from Landscape Architect.  A minimum of 
three representative samples shall be taken from varied locations for each soil to be used 
or amended for planting purposes. 
 
Report suitability of tested soil for turf growth. 
 
Based on the test results, state recommendations for soil treatments and soil 
amendments to be incorporated.  State recommendations in weight per 1000 sq. ft. or 
volume per cu. yd. for nitrogen, phosphorus, and potash nutrients and soil amendments 
to be added to produce satisfactory planting soil suitable for healthy, viable plants. 
 
Report presence of problem salts, minerals, or heavy metals, including aluminum, 
arsenic, barium, cadmium, chromium, cobalt, lead, lithium, and vanadium.  If such 
problem materials are present, provide additional recommendations for corrective action.

City of Chandler  
 
Turf to Xeriscape Program:  
Project No. ST2405.401 
 
 Phase 1 
Technical Specifications  
 
31 
 
Seed and Other Packaged Materials:  Deliver packaged materials in original, unopened 
containers showing weight, certified analysis, name and address of manufacturer, and 
indication of conformance with state and federal laws, as applicable. 
 
Bulk Materials: 
Do not dump or store bulk materials near structures, utilities, walkways and pavements, 
or on existing turf areas or plants. 
 
Provide erosion-control measures to prevent erosion or displacement of bulk materials, 
discharge of soil-bearing water runoff, and airborne dust reaching adjacent properties, 
water conveyance systems, or walkways. Accompany each delivery of bulk 
fertilizers, lime, and soil amendments with appropriate certificates. 
 
430.6.2 Seeding: Replace the first two sentences with the following: 
Bermuda seed, type as shown in the plans, shall be installed seasonally between May 15 
and August 15. If the contractor’s schedule for the turf installation is not during this time 
period, Contractor must return after the following May 15th to complete the seeding 
installation and turf establishment per these specifications and to the acceptance of the 
City.  
 
The off-season period shall not be the cause for additional compensation. The contractor, 
may request, and this may only happen with written approval of the City, to install Hybrid 
Bermuda sod overseeded with perennial rye grass in lieu of waiting until the next seeding 
season after. Should this be approved, sod would be Midiron, Tifway 419, or another 
Hybrid Bermuda type as directed by the City.    
 
Weather Limitations:  Proceed with planting only when existing and forecasted weather 
conditions permit planting to be performed when beneficial and optimum results may be 
obtained.  Apply products during favorable weather conditions according to 
manufacturer's written instructions. 
 
 
430.6.2 Seeding: add the following to the end of this sub-section: 
 
Seeded Turf Maintenance: 
Contractor shall develop and submit a minimum of three (3) months prior to any turf 
maintenance activities a turf maintenance plan.  The plan shall be submitted to the City 
of Chandler for approval prior to any turf maintenance activities. The plan should include 
a month by month breakdown of turf maintenance activities showing but not limited to; 
fertilization schedules, watering/irrigation schedule, aeration program, mowing program, 
weed control (by type and season), insect/pest control treatments, and re-sprigging, or 
resodding efforts if required.   
 
Maintain and establish turf by watering, fertilizing, weeding, mowing, trimming, replanting, 
and performing other operations as required to establish healthy, viable turf.  Roll,

City of Chandler  
 
Turf to Xeriscape Program:  
Project No. ST2405.401 
 
 Phase 1 
Technical Specifications  
 
32 
 
regrade, and replant bare or eroded areas and remulch to produce a uniformly smooth 
turf.  Provide materials and installation the same as those used in the original installation. 
 
Fill in as necessary soil subsidence that may occur because of settling or other processes.  
Replace materials and turf damaged or lost in areas of subsidence. 
 
Apply treatments as required to keep turf and soil free of pests and pathogens or disease.  
Use integrated pest management practices whenever possible to minimize the use of 
pesticides and reduce hazards. 
 
Watering:  If permanent irrigation system is not functioning contractor shall install and 
maintain temporary piping, hoses, and turf-watering equipment to convey water from 
sources and to keep turf uniformly moist to a depth of 6 inches. 
 
Schedule watering to prevent wilting, puddling, erosion, and displacement of sprig or 
mulch.  Lay out temporary watering system to avoid walking over muddy or newly planted 
areas. 
 
Water turf with fine spray at a minimum rate of 1 inch per week unless rainfall precipitation 
is adequate. 
 
Mow turf as soon as top growth is tall enough to cut.  Repeat mowing to maintain specified 
height without cutting more than 1/3 of grass height.  Remove no more than 1/3 of grass-
leaf growth in initial or subsequent mowings.  Do not delay mowing until grass blades 
bend over and become matted.  Do not mow when grass is wet.  Schedule initial and 
subsequent mowings to maintain the following grass height: 
 
Mow bermudagrass variety to a height of 1/2 to 3/4 inch by use of a reel mower only- 
rotary style mower is not acceptable. 
 
Mow ryegrass variety to a height of ½ to 1 inch 
 
Turf Post-fertilization:  Apply fertilizer after initial mowing and when grass is dry. 
 
Use fertilizer that will provide actual nitrogen of at least 1 lb/1000 sq. ft. to turf area. 
 
Turf Post-Insect Control:  Apply pest control agents at appropriate seasonal schedules to 
control insects that may impact turf areas.  All applications of any insecticide shall be 
applied by a licensed and bonded applicator per manufacturer instructions and materials 
approved in advance by City of Chandler staff.  
 
Satisfactory Turf: 
Turf installations shall meet the following criteria as determined by Landscape Architect 
or City of Chandler representative:

City of Chandler  
 
Turf to Xeriscape Program:  
Project No. ST2405.401 
 
 Phase 1 
Technical Specifications  
 
33 
 
Satisfactory seeded turf:  At end of construction period, a healthy, uniform, close stand of 
grass has been established, free of weeds and surface irregularities, with coverage 
exceeding 90 percent over any 10 sq. ft. area and bare spots not exceeding 5 by 5 inches  
 
Use specified materials to reestablish turf that does not comply with requirements and 
continue maintenance until turf is satisfactory. 
 
All satisfactory turf areas will not be considered acceptable or complete until all turf 
surface areas have been leveled and all turf areas are top dressed with a City-approved 
top dressing material.  
 
Pesticide Application: 
Apply pesticides and other chemical products and biological control agents in accordance 
with requirements of authorities having jurisdiction and manufacturer's written 
recommendations.  Coordinate applications with Owner's operations and others in 
proximity to the Work.  Notify Owner before each application is performed. 
 
Post-Emergent Herbicides (Selective and Non-Selective):  Apply only as necessary to 
treat already-germinated weeds and in accordance with manufacturer's written 
recommendations. 
 
At the final project acceptance at the end of the warranty period, the Landscape Architect 
or Owner’s Representative will make a final acceptance inspection of all turf areas. If at 
that time, there is any appearance of plant material insect or fungus/pathogen infestation 
prior to the acceptance, the Contractor is responsible to eradicate and treat for the specific 
issue and replace any and all damaged turf areas and plant materials. 
 
Cleanup and Protection: 
Promptly remove soil and debris created by turf work from paved areas.  Clean wheels of 
vehicles before leaving site to avoid tracking soil onto roads, walks, or other paved areas. 
 
Erect temporary fencing or barricades and warning signs as required to protect newly 
planted areas from traffic.  Maintain fencing and barricades throughout initial maintenance 
period and remove after plantings are established. 
 
Remove non-degradable erosion-control measures after grass establishment period. 
 
 
430.8 DECOMPOSED GRANITE AREA:  Delete in its entirety and replace with the 
following: 
Decomposed granite shall be native, local, desert, decomposed granite stone at the size 
and color specified on the plans. The decomposed granite shall be from a single source, 
free from coating, clay, caliche or organic matter. Contractor shall provide Engineer with 
a five gallon sample of each material spread on-site to the required depth as indicated on 
the plans as well as a gradation report showing that the proposed granite is in compliance

City of Chandler  
 
Turf to Xeriscape Program:  
Project No. ST2405.401 
 
 Phase 1 
Technical Specifications  
 
34 
 
with the required gradations for review and approval a minimum of 15 working days prior 
to installation. Color to be as indicated on plans. Criteria to be used for approval for project 
granite color will be based on the following: 
• Similarity to the granite color sample designated as the desired granite control 
color of the project 
• Conformance to the material samples maintained by the City of Chandler 
• If referenced similar color decomposed granite was used on previous Chandler 
projects 
• The material’s appearance after being wet and then dried 
 
The salvage and reuse of existing granite material from the project area will not be 
allowed. All decomposed granite will be new. Each decomposed granite material will 
come from a single source to ensure uniformity of color. 
Decomposed Granite to be used on the project and all granite samples prior to placement 
on the job site must meet the following requirements: 
• Copy of the environmental permit for each granite source pit. 
• Written acknowledgement from each supplier that they can provide the quantity 
of Granite Material required to complete the project. 
• Written acknowledgement that granite supplier material will be provided within the 
Agreement time frame. 
• The cost for any approved alternate decomposed granite color will be paid for at 
the Agreement bid price. 
• Alternate granite samples will have been cleared by City Representatives prior to 
color(s) submittal and on-site placement for review and approval. 
• Alternate granite samples submitted after award of Agreement will be submitted 
a minimum of 30 days prior to granite installation for review and approval. 
 
Contractor must examine the subgrade, verify the elevations, and observe the conditions 
under which the work is to be performed. The existing grade shall be fine graded and 
raked free of organic matter and other debris one inch diameter and larger and then 
compacted.   
 
Prior to placement of the decomposed granite, designated areas to receive granite mulch 
and decomposed granite will be completely free of all grass, weeds, or other 
miscellaneous vegetation growth. 
Any existing weeds or Bermuda grass growing in designated landscape areas shall be 
treated with a post-emergent spray, such as “Round-up”, or an approved equal. Any 
existing or new trees or vegetation shall be protected from the spray drift. There will be

City of Chandler  
 
Turf to Xeriscape Program:  
Project No. ST2405.401 
 
 Phase 1 
Technical Specifications  
 
35 
 
no separate payment for the weed spraying. Bermuda grass or weeds must be completely 
eradicated from all areas of the landscape and where designated by the Engineer. The 
Contractor shall remove all non-planted vegetation from all areas designated to receive 
decomposed granite (by chemical or mechanical means) and maintain the designated 
areas “vegetation-free” for a minimum period of 40 working days prior to placement of the 
decomposed granite, or as specified by the Engineer.  
 
All weed control products and herbicides shall be approved for use by the Engineer prior 
to any applications. Contractor shall submit copies of all manufacture specifications and 
application rates to the Engineer for review and approval prior to application. Herbicides 
and weed control shall only be performed by a licensed applicator; Contractor shall supply 
information on applicator to the Engineer for approval. 
 
The sub-grade, prior to granite placement, shall be compacted to 85 percent of the 
maximum proctor density, as determined in accordance with the requirements of Arizona 
Test Methods 230 or 235, depending on the test method used to determine the 
compaction density (Sand Cone or Nuclear Method). Compaction testing and associated 
report shall be provided to the Engineer and sealed by a registered professional engineer 
specialized in geotechnical investigation with all cost for testing and report of results to 
be provided by the Contractor at no cost to the Contracting Agency. 
 
Contractor shall apply three (3) applications of pre-emergent: 
 
• One application of pre-emergent herbicide prior to installing granite  
• One application after granite has been installed, compacted, and raked level  
• One application 30 Days prior to the end of the maintenance period 
 
The Engineer is to be notified prior to all pre-emergent applications. 
 
The pre-emergent herbicide shall be applied in the manner recommended by the 
manufacturer to prevent germination of noxious weeds, and shall be equivalent to Surflan, 
or an approved equal, and shall be applied at a rate specified by the manufacture to 
control weeds in an ornamental setting.  Pre-emergent herbicide shall be applied to the 
designated granite areas, prior to the final water settling operation.  Water to activate the 
pre-emergent herbicide shall be applied to the areas of the herbicide application as 
recommended by the manufacturer's label. The amount of water specified by the 
manufacturer may be adjusted due to rainfall, if approved by the Engineer. 
 
After the first application of pre-emergent the granite shall be installed and shall be rolled 
or raked to remove any irregularities, tire marks etc. Installation shall provide a two-inch 
depth of decomposed granite after compacting. During the final spreading and final 
grading operations, all surfaces within the decomposed granite areas shall be passed 
over by the spreading and grading equipment a minimum of 2-times. Equipment 
operations for spreading, grading, raking, chemical application, water settling, and any 
other operations shall be done in a manner that uniformly maximizes the vehicle(s) wheel

City of Chandler  
 
Turf to Xeriscape Program:  
Project No. ST2405.401 
 
 Phase 1 
Technical Specifications  
 
36 
 
compaction over the surface area. All vehicles used for spreading, grading and raking the 
decomposed granite shall have one set of wheels with floatation tires having a minimum 
width of 18-inches to allow equal compaction of the granite. The use or application of 
granite by any method (conveyor belt etc.) shall not relive the Contractor of providing 
granite compaction to a level approved by the Engineer. Methods of compacting such as 
rolling, water settling, etc., shall be approved by the Engineer.   
 
After placing, spreading, compacting, and grading the decomposed granite the Contractor 
shall water settle the total thickness of the decomposed granite to remove the fine material 
from the surface.  The water settling operation, noted above, shall be completed by 
applying water at minimum depth of one-half inch over the decomposed granite areas 
placed or as approved by the Engineer. This water settling technique can be used to 
water in the second application of pre-emergent in compliance with pre-emergent 
Manufacturer recommendations and as approved by the Engineer. 
 
The use of conveyor belt type of equipment for placing granite mulch and decomposed 
granite will not relieve the Agreementor from the requirements of compacting the granite 
mulch and decomposed granite with equipment as described herein. 
 
Unless otherwise specified in the drawings, granite finish grade shall be one inch (1”) 
below top of adjacent hardscape surfaces. 
 
430.10 HEADER/EDGER INSTALLATION:   Add the Following: 
Concrete shall be as specified in the plans.  If no class is specified on the plans concrete 
shall be a minimum of Class A. 
 
430.12 MAINTENANCE:  Add the following: 
 
The contractor shall provide adequate personnel to accomplish maintenance.   
 
The contractor shall provide a maintenance schedule for the duration of the maintenance 
period to the Engineer for review and approval.  The maintenance schedule shall include 
the following: 
 
• the specific day of the week and the specific time the Landscape Maintenance 
will occur and expected duration of time on the project site 
• the specific activities that will be taking place at each maintenance visit   
Landscape Maintenance shall be in accordance with MAG Standard Specifications and 
City supplements to MAG and shall include, but not be limited to, mowing of turf areas, 
dethatching of turf areas, aerification of turf areas, inspection of plant materials, grooming 
of inert ground cover, pesticide and herbicide applications, and inspections of the 
irrigation systems with appropriate repairs, replacements, and adjustments as required 
for a fully operational irrigation system able to provide 100% water coverage to plant 
materials.  Irrigation modifications shall be reviewed and approved by the Engineer prior

City of Chandler  
 
Turf to Xeriscape Program:  
Project No. ST2405.401 
 
 Phase 1 
Technical Specifications  
 
37 
 
to the work being completed.  Any modifications to the irrigation systems shall be as-built 
by the Contractor.   
 
The Contractor shall inspect the plants at least once per week and perform appropriate 
maintenance.  Maintain trees and shrubs in a healthy, growing condition by performing 
necessary operations, including the following: 
 
Prune and shape only as necessary to maintain the usual form of the plant, to stimulate 
growth, to maintain growth within space limitations, to retain required height and spread, 
to provide for sight visibility, and to maintain a natural appearance.  Prune, thin out and 
shape trees and shrubs in accordance with standard horticultural practices.  Unless 
otherwise directed by the Engineer, do not cut tree leaders, and remove only injured or 
dead branches.  All pruning shall occur per the direction of the Engineer.  All pruning shall 
be by a certified arborist or under the direct supervision of a certified arborist.  Contractor 
shall submit certifications of arborist to the Engineer for review and approval a minimum 
of 10 working days prior to any pruning activities taking place. 
 
Remove from site any excessively pruned or malformed stock resulting from improper 
pruning and replace at no additional cost to the Contracting Agency.  Do not shear plant 
material.  Any plant material improperly maintained, as determined by the Engineer, the 
Contractor shall remove and replace at no additional cost to the Contracting Agency. 
 
In groundcover area, keep areas free of weeds.  Use recommended, legally approved, 
herbicides whenever possible.  Avoid frequent soil cultivation.  Keep all landscape areas 
free of broadleaf and grassy weeds with pre-emergent and/or selective contact 
herbicides.  Cultivating or hoeing weeds will not be allowed practice.  The Contractor shall 
eradicate all noxious weeds or the Contracting Agency will not accept the project. 
 
The Contractor shall notify the Engineer 48 hours prior to the application of any chemical 
treatments.  Qualified personnel shall do chemical mixing and use the application 
equipment in the presence of the Engineer.  An Arizona pesticide licensed contractor shall 
perform all chemical control.  The Engineer shall approve the personnel, materials and 
methods of application of chemicals prior to beginning the operation. 
 
Inspect landscape granite weekly.  Remove man-made debris, weeds, and grass 
controlled with chemicals.  Any erosion that has occurred in granite areas will be the 
responsibility of the Contractor to remedy, repair, and replace granite. 
 
Trees will be maintained in a straight vertical position during both the Construction Phase 
and the Landscape Establishment Phase of the project. 
The Agreementor will be responsible for the care of the trees and damage caused by 
improper support of the trees or due to construction activities. If necessary, or if required 
by City Representatives, all staking and bracing of trees will be completed as detailed on 
the Project Plans.

City of Chandler  
 
Turf to Xeriscape Program:  
Project No. ST2405.401 
 
 Phase 1 
Technical Specifications  
 
38 
 
 
430.13.1 Landscaping: Delete the 1st sentence and replace with the following: 
The Plant Establishment Period shall be ninety (90) days and shall take place within 
the working days for the project. 
 
430.13.2 Lawns: Delete in its entirety and replace with the following: 
Lawns will be accepted in accordance to section 430.6. 
 
 
430.14 PLANT WARRANTY AND GUARANTEE:  Delete the 1st and 2nd sentences and 
replace with the following: 
 
At no additional cost to the project, the Contractor shall warranty all trees, saguaros, 
shrubs, groundcovers, accents, and cacti for a period of one (1) year after final 
acceptance of the project against defects including death and unsatisfactory growth, 
except for defects resulting from neglect by the Contracting Agency, vandalism, force 
majeure, abuse or damage by others, or incidents which are beyond the Contractor’s 
control. 
 
Add the following to the end of this section: 
Contractor shall replace shrubs, groundcovers, accents, and cacti within seven days of 
notification from the Engineer.  Install replacement plants of the same kind and size as 
originally specified and as described in the contract documents.  
 
Contractor shall replace trees and saguaros within seven days of notification from the 
Engineer.  Install replacement trees and saguaros of the same kind and size as originally 
specified and as described in the contract documents.  
 
 
SECTION 440 – LANDSCAPE IRRIGATION SYSTEM INSTALLATION 
 
440.2 GENERAL:  Add the following: 
The plans indicate a detailed layout of irrigation lines, laterals, and emitter locations; 
however, some of the piping may be shown diagrammatically outside of the planting areas 
for graphic clarity.  The contractor shall follow the intent of the plan layout and shall review 
and obtain written approval from the Owner’s Authorized Representative for any 
requested changes. 
 
The irrigation system shall be constructed using the emitters, valves, piping, fittings, and 
other components, of sizes and types as shown on the drawings and as called for in these 
specifications.  The system shall be constructed to grades and conform to areas and 
locations as shown on the drawings.

City of Chandler  
 
Turf to Xeriscape Program:  
Project No. ST2405.401 
 
 Phase 1 
Technical Specifications  
 
39 
 
A landscape maintenance period is a part of this contract and shall include monitoring of 
the irrigation systems on a weekly basis or more often as required to keep the system in 
proper operating condition. Maintenance activities shall include all controller adjustments, 
all repairs to any type of irrigation equipment installed as a part of the construction phase 
of the contract. All repairs to the irrigation system shall be completed within 24 hours’ 
notice of the required repair. Any loss of plant material due to irrigation system 
deficiencies shall be replaced with like sized and quality material.  
 
The contractor shall maintain the work during construction and until the project is 
accepted.  
 
If quantities are furnished either in specifications or on drawings, quantities are furnished 
for information only. It is Contractor's responsibility to determine actual quantities of 
material, equipment, and supplies required by the project and to complete independent 
estimate of quantities and wastage. 
 
Provide work and materials in accordance with latest edition of National Electric Code, 
Uniform Plumbing Code as published by the International Association of Plumbing and 
Mechanical Officials, and applicable laws, regulations and codes of governing authorities. 
 
All irrigation equipment and materials shall be supplied by the manufacturers as indicated 
on the plans, details and specifications. If no manufacturer is specified, the contractor 
shall supply as part of his submittal package complete manufacturer cut sheets detailing 
materials, construction methods and standards 
 
All materials utilized on this project are intended to be new and of the best grade available. 
No used, salvaged, reclaimed, remanufactured, or seconds will be accepted. 
 
Add the following: 
440.2.1 QUALITY ASSURANCES:   
The irrigation contractor shall be licensed by the State of Arizona with a K-21 classification 
“Landscaping and Irrigation Systems” license in good standing. The irrigation contractor 
shall also be a “Certified Irrigation Contractor” as certified by the Irrigation Association.  
 
The irrigation contractor shall submit evidence of possession in good standing for the 
required licenses and certifications at the pre-construction meeting. 
 
The irrigation contractor shall, at the pre-construction conference, submit the name of the 
project superintendent and the on-site foreman who will be in charge of daily project 
activities. The superintendent and foreman shall have a minimum of 5 years’ experience 
in the construction of similar projects in size and complexity.  
 
The irrigation contractor shall not change the approved superintendent or on-site foreman 
without prior approval of the Engineer.

City of Chandler  
 
Turf to Xeriscape Program:  
Project No. ST2405.401 
 
 Phase 1 
Technical Specifications  
 
40 
 
Once construction activities have commenced, it is the intention of this project that the 
job site be fully manned/staffed until the completion of the work without gaps in progress.  
 
The contractor shall provide two week look ahead schedules of work site activities and 
material deliveries. Regularly scheduled weekly meetings shall be held to review the 
schedules, progress, quality control and other items as needed.   
 
All materials and each part or detail of the work shall be subject to inspection by the 
Engineer. The Engineer shall be allowed access to all parts of the work and shall be 
furnished such information and assistance by the contractor as required to make a 
complete and detailed inspection. 
 
The contractor shall schedule its operations to allow a reasonable amount of time for 
inspection of the work. The contractor shall not be entitled to additional compensation or 
an extension of the work time for delay resulting from such inspections. 
 
All work found to be unacceptable or work or materials that were installed without 
inspection shall be removed and replaced at no additional cost. 
 
Upon failure on the part of the contractor to comply with any order of the Engineer under 
provisions of this subsection, the Engineer will have the authority to cause unacceptable 
work to be removed and to deduct the costs from any monies due the contractor. 
 
440.2.2 Coordinate Work with Other Trades:   
The irrigation contractor shall coordinate his work with the general contractor and the 
work of other trades conducting construction activities on the project site. The irrigation 
contractor shall receive grades plus or minus 0.10 foot of the finished grade of the project. 
Beginning work shall constitute acceptance of grade and soil conditions.  
 
The irrigation contractor shall arrange his work and shall place and dispose of the 
materials being used so as not to interfere with the operations of the other contractors 
within the limits of the same project and on adjoining projects. The contractor shall join 
the contractor’s work with that of the others in an acceptable manner and shall perform it 
in proper sequence to that of the others. 
 
440.2.3 Submittals:   
 
• Ball valves 
• Irrigation Controllers 
• Air Vacuum Release Valve 
• Mainline Drain Assembly 
• Master Valve 
• Flow Sensor 
• Gate Valves

City of Chandler  
 
Turf to Xeriscape Program:  
Project No. ST2405.401 
 
 Phase 1 
Technical Specifications  
 
41 
 
• Quick couplers 
• Turf Remote Control Valves 
• Drip Remote Control Valves 
• Valve Boxes 
• Tracer Wire 
• Turf Spray Heads 
• Turf Rotors 
• Multi Outlet Emitters 
• Emitter Boxes 
• Rigid PVC pipes- all sizes and materials (purple) 
• Flex pipes 
• Distribution tubing 
• Pipe glue, primer, tapes 
• Fittings 
• Swing joints 
• Flushing end cap ball valves 
• Geotextile Fabric 
• Two Wire Control Cable 
• Wire Connectors 
• Control Wire PVC Conduit 
• Lightning Arrestor 
• Warning Tape 
 
440.2.4 Record Drawings:   
Do not permanently cover work until as-built information is recorded.  
 
The record drawings shall show all changes in the Contract work, or work added, on these 
Record Drawings in a contrasting color, including work changed by Addendum or Bulletin 
 
440.2.5 Operation and Maintenance Manuals:   
The controller programs shall include programming indicating which programs will be 
operated concurrently and the total; system flow during individual and concurrent run 
programs. All programs will include cycle and soak periods for slope and soil 
considerations to minimize runoff. Programs shall also demonstrate adherence to a 8 
hour (10:00pm to 6:00am) water window. 
 
Maintenance manuals shall include manufacturer’s parts sheets for all equipment 
installed. Provide an equipment source name address and phone number for each piece 
of equipment. 
 
440.5. TRENCH EXCAVATION AND BACKFILL:  Replace the minimum depth over 
pipeline with the following: 
 
Depth over pipes and conduits shall be as indicated on the plans.

City of Chandler  
 
Turf to Xeriscape Program:  
Project No. ST2405.401 
 
 Phase 1 
Technical Specifications  
 
42 
 
 
Add the following: 
 
Pipe trenches shall be straight but if obstructions necessitate a change of direction, the 
limits of curvature for PVC pipe shall be followed in strict accordance with pipe 
manufacturer recommendations. 
 
Trenches may be curved to change direction or avoid obstructions within the limits of the 
curvature for PVC pipe.  Minimum radii of curvature are 25 feet for 2-inch diameter pipe, 
100 feet for 3- and 4-inch diameter pipe, and 150 feet for 6-inch pipe.  All curvature results 
from the bending of the pipe lengths.  No deflection will be allowed at a pipe joint.  
 
440.6. PIPE INSTALLATION:  Add the following: 
 
Installation of PVC pipe and fittings will conform to the requirements of the City of 
Chandler Engineering & Design Standards Manual, Chapter 8 – Landscape Design of 
City Owned R.O.W., Medians, and Retention Basins. 
All piping will be installed as detailed on the Project Plans and will have a minimum cover 
as shown.  
The Agreementor will furnish to City Representatives, prior to pipe installation, all 
installation instructions as published by the plastic pipe and fitting manufacturers. 
Installation of PVC piping and fittings will be in accordance with the published instructions, 
the project documents and as directed by City Representatives. 
All 3” and larger mainline pipes shall be Class 200 PVC rubber gasket pipe conforming 
to ASTM-D-2241.  
 
All mainline piping 2 ½” and smaller shall be solvent weld schedule 40 PVC conforming 
to ASTM D-1785. 
 
All turf and drip lateral pipes shall be solvent weld schedule 40 PVC conforming to ASTM 
D-1785. 
 
All fittings for use on 2 ½” and smaller mainline pressure pipe shall be schedule 80. 
Fittings for use on lateral piping shall be schedule 40. Only schedule 80 PVC fittings may 
be threaded. Use Teflon tape on threaded connections, pipe dope is not acceptable.  
 
Fittings for use on 3” and larger pipe shall be deep bell ductile iron.  
 
Install 3” detectable warning tape  over all mainline pipes, 6” above the top of the installed 
pipe.  
 
Install thrust blocks for fittings on pipe greater than or equal to 3-inch diameter or any 
diameter rubber gasket pipe.  Use 3,000 PSI concrete, 2-mil plastic, and No. 4 Rebar.

City of Chandler  
 
Turf to Xeriscape Program:  
Project No. ST2405.401 
 
 Phase 1 
Technical Specifications  
 
43 
 
Use cast-in-place concrete bearing against undisturbed soil.  Size, orientation and 
placement shall be as shown on the installation details.  Wrap fitting with plastic to protect 
bolts, joint, and fitting from concrete.  Install rebar as shown on the installation details.  
Do not allow PVC to come in contact with the thrust block. 
 
Use a joint restraint harness on pipe greater than or equal to 3-inch diameter or any 
diameter rubber gasket pipe wherever joints are not positively restrained by flanged 
fittings, threaded fittings, and/or thrust blocks.  Use a joint restraint harness with transition 
fittings between metal and PVC pipe, where weak trench banks or vertical directional 
changes do not allow the use of thrust blocks, or where extra support is required to retain 
a fitting or joint.  Use bolts, nuts, retaining clamps, all-thread, or other joint restraint 
harness materials that are zinc plated or galvanized. 
 
Lateral pipe sections downstream of control valves with hydraulic flows of less than 0.5 
gallons per minute as shown on the Project Plans will be thoroughly flushed and have 
the remote control valve’s flow control stem properly adjusted, all to the satisfaction 
and approval of City Representatives. The cost for this work will be included in the 
cost of Agreement items. 
No emitter laterals or piping will be installed through or beneath plant pits. Minimum 
distance between plant pit perimeter and piping will be 18 inches. The maximum distance 
between the plant pit and piping will be governed by maximum emitter supply tubing 
lengths as specified on the Project Plans. 
All trenches excavated for the irrigation systems will be backfilled within five working days 
from the day they are excavated. Barricades will be placed by excavated ditches located 
within 30 feet of the traveled way in a manner acceptable to the Project Manager. 
Open ditches beyond 30 feet from the traveled way will be delineated in a manner 
acceptable to City Representatives. 
 
440.7 VALVES, VALVE BOXES, AND SPECIAL EQUIPMENT:  Add the following: 
 
All valve boxes are to be green when in turf or tan when in granite, or purple when 
reclaim/effluent water is being utilized. 
 
Valve boxes shall be installed with a 4-inch to 6-inch deep layer of 3/8-pea gravel at the 
base of the box. 
Valve boxes will receive 2 inch high heat branding labeling the equipment in the box per 
plans & details. 
 
440.8 SPRINKLER HEAD INSTALLATION AND ADJUSTMENT:  Add the following 
tosub-paragraph (C): 
Emitter assemblies provide a connection to the 3/4” lateral line using a ½” S.D.R. 13.5, 
class 315 PVC (maximum length 15’), extension utilizing schedule 40 PVC fittings, and

City of Chandler  
 
Turf to Xeriscape Program:  
Project No. ST2405.401 
 
 Phase 1 
Technical Specifications  
 
44 
 
1/2” flex hose riser (schedule 40)(maximum length 18”) with 1/2” threaded male adaptor 
to receive the emitter.  
 
The multi-outlet emitter will be placed in an emitter valve box below grade with the 
distribution tube extending to the plants as detailed on the Project Plans. 
The supply tubing for City of Chandler emitters will extend from the ¾” PVC lateral to the 
emitter and enable the emitter to be located so that the distribution tubing from the emitter 
to the plant does not exceed 15-foot in length. 
The supply pipe for emitters will be ½” Class 315 PVC. The ½” PVC will enable placement 
of the emitter so that the distribution tubing can be placed per the Irrigation Emitter Layout 
detail included in the Project Plans. The supply pipe will be placed at 12” depth. 
The number of emitters per riser circuit, as shown on the Project Plans, is approximate. 
The Agreementor will add no more than two multi-outlet emitters per circuit, as detailed. 
Any additional emitters required and exceeding the above indicated amount must be 
approved by City Representatives prior to installation. 
The Agreementor will maintain a set of record data for all irrigation lines and equipment 
coordinating with the City of Chandler’s GIS requirements.  All GIS data collection of 
irrigation equipment to complete the record drawings that are tied to City coordinates will 
remain the responsibility of the Agreementor at no cost to the City. 
 
The emitters shall be installed to the high side of the plant. Install emitters with the port 
quantity and flow rate as shown on the plans emitter schedule. Emitters shall extend 1/2” 
above finished grade.  Do not substitute multi-port emitters for single-port emitters.  
 
Drip lateral flush end caps shall be installed at the end of the 3/4” drip lateral runs. Install 
at the locations shown on the plans per the plan details. Locate drip flush end caps within 
10” round valve boxes. Where both tree and shrub drip laterals end at the same location 
it will be acceptable for both lateral line end caps to be located within the same 10” round 
valve box.   
 
 
440.9 AUTOMATIC CONTROL SYSTEM INSTALLATION: Add the following: 
 
Automatic controller shall be as specified in the plans. Ground controller per 
manufacturer’s specifications.   
 
 
440. 11 FLUSHING AND TESTING:  Add the following: 
 
The Contractor shall be responsible for controller, sprinkler, and emitter outlet 
adjustments for a period of ninety (90) days as described in the establishment period.

City of Chandler  
 
Turf to Xeriscape Program:  
Project No. ST2405.401 
 
 Phase 1 
Technical Specifications  
 
45 
 
SECTION 757 – SPRINKLER IRRIGATION SYSTEM INSTALLATION 
 
757.1 General:  Add the following: 
 
Pipe and fittings will be polyvinyl chloride, hereinafter PVC, conforming to the 
requirements of the City of Chandler Engineering & Design Standards Manual, Chapter 
8 – Landscape Design of City Owned R.O.W., Medians, and Retention Basins. 
All materials and fittings will be new and of the manufacturer’s most current design. 
Plastic pipe and fittings will be installed in accordance with the requirements specified 
herein and the manufacturers recommendations. 
All mainline piping to have 18 awg detectable tracer wire and 3” wide detectable warning 
tape installed 6 inches above piping. Wire and tape to be blue in color for potable water 
systems. 
No steel or galvanized pipe or fittings shall be allowed for use on the project. 
 
757.2.1 Plastic Pipe:  Delete the first paragraph entirely: 
 
757.2.2 Plastic Pipe:  Delete the first paragraph and replace with the following: 
 
Rigid Plastic Pipe shall be extruded from 100% virgin normal impact unplasticized 
polyvinyl chloride (PVC) Type I, Grade I or II resin 2000 psi (PVC 1120 or 1220). Design 
stress ASTM D1784, Department of Commerce PS-21-70, PS-22-70, Standard 
Dimension Ration (SDR) 21 or greater than 200 psi. Pipe shall conform to ASTM D-2241 
and D-2672. See plans for application and exact grade. 
 
Delete the sixth paragraph of and replace with the following: 
 
Mainline piping up to and including 2 ½” size shall be schedule 40 solvent welded.  All 
turf and drip lateral piping up to and including 3” size shall also be schedule 40 solvent 
welded. Mainline pipe 3” size and larger shall be SDR 21/Class 200 bell end (ring tite) 
conforming to ASTM F-477. 
 
757.2.3 Pipe and Fittings:  Delete the first paragraph (A) and replace with the 
following: 
 
(A) Steel Pipe and fittings or couplings shall not be permitted on the project. 
 
Delete the second paragraph (B) and replace with the following: 
 
Plastic Pipe Fittings and Couplings: For all continuously pressurized mainlines up to and 
including 2 ½” in size all fittings shall be schedule 80. All lateral line pipe fittings shall be 
schedule 40. Only schedule 80 fittings shall be threaded. Plastic flange and saddle fittings 
are not permitted.

City of Chandler  
 
Turf to Xeriscape Program:  
Project No. ST2405.401 
 
 Phase 1 
Technical Specifications  
 
46 
 
 
Delete the third paragraph (C) and replace with the following: 
 
1. Copper Pipe shall be Type K, hard tempered, ASTM B88, with fittings of wrought solder 
joint type in accordance with ANSI B16.22.   
 
2. Solder joints with silver solder: 45 percent silver, 15 percent copper, 16 percent zinc, 
24 percent cadmium and solidus at 1125 degrees F. and liquids at 1145 degrees F., 
conforming to ASTM B206 and FS QQB-655C. 
 
757.2.6 Bedding and Cover Material:  Add the following: 
Bedding and cover material for PVC piping, flexible emitter hose and 24-volt wiring will 
conform to the following gradation requirements when tested in accordance with 
Arizona Test Method 201: 
Sieve Size 
Percent Passing 
No. 4 
100 
No. 16 
30 - 80 
No. 50 
0 - 30 
No. 100 
0 - 25 
No. 200 
0 - 20.0 
 
 
757.3 Valves and Valves Boxes:  Delete this subsection and replace with the following: 
 
757.3.1 General Valve Boxes: 
 
Valve Boxes:  All valve boxes unless otherwise specified shall be constructed of rigid 
high density polyethylene (HDPE) resin, chemically inert plastic, and include UV inhibitors 
with 6-inch extensions available where required.  
 
All valve boxes covers unless otherwise specified shall be bolt down plastic T-style covers 
secured with a 3/8-inch stainless steel bolt, washer and nut.  Apply the appropriate 
identifying letters and/or numbers with a heat-brand. 
 
Identification letters and numbers shall be 2 inches high and heat branded onto the box 
cover. Identification shall be as indicated on the detail drawings. Heat branding shall be 
accomplished using branding irons specifically designed for this purpose utilizing stencil 
number/letter outlines. Heat branding shall not weaken or in any way puncture the valve 
box cover. 
 
All valve box bodies and covers unless otherwise specified shall be green in color when 
located in turf areas, or tan in color when located in granite/desert areas, or purple in color 
when directed within plans to use with reclaimed water. Reclaimed water valve boxes

City of Chandler  
 
Turf to Xeriscape Program:  
Project No. ST2405.401 
 
 Phase 1 
Technical Specifications  
 
47 
 
shall have appropriate reclaimed water warnings embossed onto the cover in English and 
in Spanish, as well as the international "Do Not Drink" symbol.  
 
Round valve boxes unless otherwise specified shall be 10-inch diameter x 10 inches high.  
If higher round box is required, either an 18” high box shall be used or a 6” extension may 
be used if available. 
 
Round emitter boxes shall be 6 1/2 inches diameter x 8 3/8 inches high molded of 
structural foam polyolefin material with color and UV stabilizers added.  Emitter boxes 
shall be used with multi-port emitter installations only and boxes along with covers shall 
be green in color when located in turf areas, or tan in color when located in granite/desert 
areas, or purple in color when directed within plans to use with reclaimed water. 
 
Rectangular valve boxes unless otherwise specified shall be 15 3/4 inches wide x 25 1/4 
inches long x 15 1/4" inches high.  If higher rectangular box is required, a 6” extension 
may be used. 
 
Valve boxes used for irrigation equipment shall be as follows: 
 
10-Inch diameter round valve boxes shall be used for gate valves, ball valves, quick 
coupler valves, drip system flush end caps, and wire splice boxes if required. 
 
6-Inch diameter round emitter boxes shall be used for multi-port emitters only. 
 
15 3/4 Inches wide x 25 1/4 inches long x 15 1/4" inches high rectangular valve boxes 
shall be used for all turf and drip remote control valve assemblies.  
 
Install valve boxes in planting areas and according to the construction details. Only one 
valve per box will be allowed. Align valve boxes at right angles to adjacent hardscape 
whenever possible. Where several valve boxes are located in the same area, arrange 
them in a uniform and orderly fashion. Valve boxes shall be installed with an 6-inch deep 
layer of 3/8-inch pea gravel at the base of the box over geotextile fabric.  When grouped 
together, allow a minimum of 12 inches between valve boxes.  
 
Add the following: 
 
757.3.2 Ball Valves:  Ball valves 2-inch and smaller shall be of the brand, size and type 
indicated on the irrigation plans.   
 
Ball valve shall be Sch 80 pvc with full port rated to 235 psi working pressure (sxs); 
 
757.3.3 Master Valves: Master valves shall be of the brand, size and type on the irrigation 
plans.  Normally closed master valve with glass-filled nylon globe style body rated to 220 
psi, & 2" fpt connections;

City of Chandler  
 
Turf to Xeriscape Program:  
Project No. ST2405.401 
 
 Phase 1 
Technical Specifications  
 
48 
 
 
757.3.5 Flow Sensor:  Flow sensor shall be of the brand, size and type on the irrigation 
plans.  
Hunter flow-sync flow sensor #hfs with 2" schedule 80 pvc tee #fct-208 with flow range of  
 
757.3.6 Remote Control Valves:  Remote control valves shall be of the brand, size and 
type indicated on the irrigation plans.  Valve shall be constructed with a glass filled nylon 
globe style body, filter sentry, EPDM diaphragm, & adjustable pressure regulator.  
 
757.3.7 Brick Support:  Valve box assembly supporting bricks shall be precast concrete. 
Valve boxes shall be supported on all sides with a 2-inch x 4-inch x 8-inch concrete brick; 
or approved equal. 
 
757.3.8 Filter Fabric: The geotextile fabric for use beneath the pea gravel sump will 
conform to MAG Standard Specification section 796.2.2 Non-woven class ’B’ geotextile 
fabric. 
 
757.3.9 Aggregate Sump: Valve Box Assembly material aggregate sump shall be 3/8” 
screened washed aggregate per MAG Section 701. 
 
757.3.10 Pressure Regulator: The pressure regulator shall be capable of operating 
at a constant, factory preset, non-adjustable outlet pressure of 25 with a flow range 
between: 0.50 - 15 GPM models. The pressure regulator shall maintain the nominal 
pressure at a minimum of 5 PSI above model inlet pressure and a maximum of 80 
PSI above nominal model pressure*. Refer to the PRU performance curve to 
establish specific outlet pressures based on relative inlet pressure and flow rate. 
Install downstream from shut off valves. Recommended for outdoor use only. Not 
NSF certified. 
 
757.3.11 Wye Drip Filter: Post valve filtration devices shall be wide two-piece body Y-
strainers. 
 
757.5 IRRIGATION WATER EMISSION EQUIPMENT: Revise the sections with the 
following: 
 
757.5.1 Pop-Up Rotors/ Spray Heads:  add the following: 
Contractor shall ensure that each head is laid out to achieve head to head coverage and 
to minimize overspray onto concrete curbs and sidewalks. 
 
757.5.2 Bubbler Devise: Add the following: 
Install Deep Root Watering Assembly and bubbler with 0.25 GPM flow per plans & details. 
 
The cap locks onto the body and requires a tool for removal. It shall be made of a UV 
resistant ABS material.

City of Chandler  
 
Turf to Xeriscape Program:  
Project No. ST2405.401 
 
 Phase 1 
Technical Specifications  
 
49 
 
 
The body is the connection point for the RZWS components. The tubing, locking cap, 
swing joint, baffle, and bubbler all assemble onto the body. It shall be made of a UV 
resistant ABS. 
 
The baffle system diverts water to different levels of the root zone. It shall be made of a 
recycled polypropylene material.  
 
Swing joint shall be ½” threaded x 12” length and be manufactured with acetal, LDPE, 
flexible tubing. 
 
Check valve have ½” female inlet x ½” male outlet and be manufactured with UV resistant 
ABS. 
 
757.5.3 Drip Emitter Device: Revise the following: 
(f) Extension Tubing: Distribution-tubing shall meet emitter manufacturer’s 
recommendations. The tubing shall not exceed 8 feet in length and shall have an 
emitter outlet check valve (bug cap) attached to each end.  Tubing shall not have 
kinks or creases to the distribution-tubing which may reduce the flow capacity of 
the tube. 
 
Add the following 
Multi-Port Emitter: The emitter case will be made of durable black, heat resistant acetyl 
plastic material. It will be resistant to temperature variation, ultraviolet radiation, smog, 
(ozone), and common liquid fertilizer and weed spray.  The case will completely 
encompass the silicone diaphragm, protecting it from potentially harmful environmental 
factors. 
The emitters will be of the non-compensating, continuous flushing type, based on the 
pressure cascade principal using a series of flexible orifices. 
The emitter will be capable of continuous, clog free operation with 30 mesh (minimum) 
filtration.  The emitter will be capable of being installed in all positions and maintain 
its given flow characteristics. The emitter will be non-adjustable and the flow regime will 
be maintained by flexible orifice silicone diaphragms. 
The emitter will function with a system pressure range of 15 PSI minimum to 30 
PSI maximum. The emitter flow variation of the 1 GPH emitter will not exceed 1.06 
GPH at 120 degrees F. or 1.07 GPH at 150 degrees F. Emitter manufacturing variability 
will not exceed 0.05 GPH. 
The multi-outlet emitter will be capable of delivering one of the following quantities from 
each of the six outlets of the emitter regardless of the number of outlets open: 
G.P.H.
at
P.S.I.
0.60 
20 
0.71 
 
25

City of Chandler  
 
Turf to Xeriscape Program:  
Project No. ST2405.401 
 
 Phase 1 
Technical Specifications  
 
50 
 
0.80
30
or 
1.00 
 
20 
1.15 
25 
1.34 
30 
or 
2.00 
20 
2.30 
25 
2.68 
30 
 
The flexible polyethylene supply tubing will be for pressure application, manufactured 
from 100 percent Union Carbide G-Resin 7510 Natural 7 virgin resin with minimum two 
percent carbon black content and with the following physical characteristics: 
I.D.                 
 0.250-inches 
O.D.                  0.350-inches 
Wall Thickness    0.050-inches 
The flexible distribution tube for use with multi-outlet emitter will be a black vinyl blend 
suitable for use as emitter outlet tubing with the following physical characteristics: 
I.D.                  
0.160-inches 
O.D.                 0.220-inches 
Wall Thickness   0.030-inches 
The distribution tube will be capable of being bent around a 7/8 inch mandrel without 
kinking. 
The tube stake required to position the distribution tube will be manufactured of 20 
percent glass-filled polypropylene, minimum 6-inch overall length with slotted top to retain 
the distribution tube as detailed at the location(s) shown on the Project Plans. 
Multi-outlet emitters will consist of the emitter unit, the ½” PVC lateral pipe, the ½” 
flex PVC nipple riser, flexible vinyl distribution tubing, emitter valve box, geotextile filter 
fabric, pea gravel sump and PVC fittings necessary to connect the emitter to the ¾” PVC 
supply lateral pipe. 
The emitter valve box will be constructed of tan colored HDPE (high-density polyethylene) 
in a round conical shape with a 6 1/8” top diameter, 8” bottom diameter and an overall 
height of 8 ¾”. The cover will be T-style fastened to box by twist and lock method. 
The supply pipe from the ¾” PVC lateral to multi-outlet emitters will be ½ inch Class 
315 PVC with Schedule 40 PVC 90-degree elbows. 
 
SECTION 795 – LANDSCAPE MATERIAL

City of Chandler  
 
Turf to Xeriscape Program:  
Project No. ST2405.401 
 
 Phase 1 
Technical Specifications  
 
51 
 
795.6.2  Common Bermuda Grass:  Delete this section in its entirety and replace with 
the following: 
 
795.6.2  Bermuda Grass Seed:  Seed shall be as specified per plans. Seed shall be 
installed per manufacturer’s recommendations.  
 
 
795.9.1  Decomposed Granite Gradation:  Delete this section in its entirety and replace 
with the following: 
 
Sieve Size 
Percent Passing 
1-1/2” 
100 
1-1/4” 
98 
  1” 
72-95 
 3/4" 
25-45 
1/2”
0 - 10
 3/8” 
                     0 - 5 
 1/4” 
 0 - 5 
#4
0-4
 #40 
0-3 
#100 
0-3 
#200 
0-2

EXHIBIT D 
 
Project Name: TURF TO XERISCAPE PROGRAM, PHASE I 
 
D-1 
City Project No.: ST2405.401  
Rev. 10/23/23 
 
GIS / GPS DATA DELIVERY REQUIREMENTS 
 
N/A

EXHIBIT E 
 
Project Name: TURF TO XERISCAPE PROGRAM, PHASE I 
 
E-1 
City Project No.: ST2405.401  
Rev. 10/23/23 
 
FEDERAL PROVISIONS 
 
N/A