Agreement - Garney

Project Name: OCOTILLO BRINE REDUCTION FACILITY ION EXCHANGE OUTLET WASTE IMPROVEMENTS 
1 
Project No.: WW2001.404 
Rev. 7/6/2023 
 
 
CITY OF CHANDLER 
JOB ORDER PROJECT AGREEMENT  
 
Project Name: OCOTILLO BRINE REDUCTION FACILITY ION EXCHANGE OUTLET 
WASTE IMPROVEMENTS 
Project No. WW2001.404 
This JOB ORDER PROJECT AGREEMENT (”Job Order”) is made this ________ day of _________ 2023 (“Effective 
Date”), by and between the City of Chandler, an Arizona municipal corporation, (“City”) and Garney 
Companies, Inc., a Missouri corporation, (“JOC Contractor”) and is entered into pursuant to Job Order 
Master Agreement No. JOC1914.401 (“JOC Master Agreement”). City and JOC Contractor may be referred to 
individually as “Party” or collectively as “Parties”). 
 
City and JOC Contractor, in consideration of the mutual covenants herein set forth, agree as follows:   
 
RECITALS 
 
A. On or about December 17, 2019, the Parties entered into the JOC Master Agreement, which terms and 
conditions are made a part of and incorporated into this Job Order Project Agreement by this reference. 
 
B. City proposes to engage JOC Contractor for OCOTILLO BRINE REDUCTION FACILITY ION EXCHANGE 
OUTLET WASTE IMPROVEMENTS as more fully described in Exhibit "A", which is attached to and made a 
part of this Job Order by this reference. 
 
C. JOC Contractor is ready, willing, and able to provide the services described in Exhibit “A” for the 
compensation and fees set forth and as described in Exhibit ”B”, which is attached to and made a part of 
this Agreement by this reference. 
 
ARTICLE 1.  DESCRIPTION OF WORK 
The Parties enter into this Job Order Project Agreement for the OCOTILLO BRINE REDUCTION FACILITY 
ION EXCHANGE OUTLET WASTE IMPROVEMENTS, Project Number WW2001.404.  The scope of work 
consists of improvements to Ocotillo Brine Reduction Facility Ion Exchange Outlet Waste, all as more 
particularly set forth in Exhibit “A” attached hereto and incorporated herein by reference. 
 
The JOC Contractor will not accept any change of scope, or change in contract provisions, unless issued in 
writing, as a contract amendment or change order and signed by the authorized signatories for each party. 
 
Performance and Payment Bonds, as set forth in Exhibit “C” and Exhibit “D” respectively attached hereto 
and incorporated herein by reference, will be due prior to execution of each Job Order Project Agreement 
in the full amount of each Job Order.

Project Name: OCOTILLO BRINE REDUCTION FACILITY ION EXCHANGE OUTLET WASTE IMPROVEMENTS 
2 
Project No.: WW2001.404 
Rev. 7/6/2023 
 
At project completion, JOC Contractor must complete Contractor's Affidavit Regarding Settlement of Claims 
and Certificate of Completion, as set forth in Exhibit “E” and Exhibit “F” respectively attached hereto and 
incorporated herein by reference. 
 
ARTICLE 2.  PROJECT PRICE 
 
City will pay JOC Contractor for completion of the Work in accordance with the JOC Master Agreement a fee 
not to exceed the Guaranteed Maximum Price of $319,309.86 Dollars determined and payable as set forth 
in JOC Master Agreement and Exhibit “B” attached hereto and made a part hereof by reference.  
 
ARTICLE 3.  CONTRACT TIME & SCHEDULE 
 
JOC Contractor agrees to complete all Construction within 180 calendar days from the Notice to Proceed 
(NTP) Date.  
 
ARTICLE 4.  PARTICIPANTS 
 
CITY: 
 
Construction Project Manager:  Russ Slotnick 
 
Phone: 
480-782-3411 
 
Email: 
Russ.slotnick@chandleraz.gov 
 
JOC CONTRACTOR: 
Garney Companies, Inc.  
 
4435 E. Holmes Ave., Ste. 102 
Mesa, AZ  85206 
 
JOC Contractor Representative:  Shane O’Brien 
 
Phone: 
720-375-0988 
 
Email: 
sobrien@garney.com 
 
 
ARTICLE 5. FORCED LABOR OF ETHNIC UYGHURS PROHIBITED  By entering into this Agreement, 
Contractor certifies and agrees Contractor does not currently use and will not use for the term of this 
Agreement: (i) the forced labor of ethnic Uyghurs in the People's Republic of China; or (ii) any goods or 
services produced by the forced labor of ethnic Uyghurs in the People's Republic of China; or (iii) any 
contractors, subcontractors or suppliers that use the forced labor or any goods or services produced by the 
forced labor of ethnic Uyghurs in the People's Republic of China. 
 
 
 
SIGNATURE PAGE TO FOLLOW

Project Name: OCOTILLO BRINE REDUCTION FACILITY ION EXCHANGE OUTLET WASTE IMPROVEMENTS 
3 
Project No.: WW2001.404 
Rev. 7/6/2023 
IN WITNESS WHEREOF, the Parties have executed this Job Order as of the Effective Date. 
“CITY” 
“JOC CONTRACTOR” 
CITY OF CHANDLER: 
Garney Companies, Inc.: 
MAYOR 
Date 
Signature 
Date 
Recommended By: 
Print Name 
Title 
Kimberly Moon, P.E. 
CIP City Engineer 
ATTEST:  If Corporation 
APPROVED AS TO FORM: 
Secretary 
City Attorney 
By: 
ADDRESS FOR NOTICE 
ATTEST: 
Garney Companies, Inc. 
4435 E. Holmes Ave., Ste. 102 
City Clerk 
SEAL 
Mesa, AZ  85206 
Garney
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10/4/2023
Joel Heimbuck
Director of Operations
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Digitally signed by Kimberly Moon
DN: C=US, E=Kimberly.Moon@ChandlerAZ.gov, 
O=City of Chandler, OU=Capital Projects Division, 
CN=Kimberly Moon
Date: 2023.10.04 08:46:28-07'00'

Project Name: OCOTILLO BRINE REDUCTION FACILITY ION EXCHANGE OUTLET WASTE IMPROVEMENTS 
4 
Project No.: WW2001.404 
Rev. 7/6/2023 
 
 
EXHIBIT A 
SCOPE OF WORK


840 E McKellips Road, Unit 110, Mesa, AZ 85203 
 
Phone: 602.470.0001 
 
Fax: 602.470.0025 
 
www.garney.com 
 
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EXHIBIT B 
FEE SCHEDULE 
 
 
 
B-1 
 
Project Name: OCOTILLO BRINE REDUCTION FACILITY ION EXCHANGE OUTLET WASTE IMPROVEMENTS 
Project No.: WW2001.404 
Rev. 7/6/2023

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ϮϳϬ͕ϱϵϮ͘ϭϰ
Ψ
ϭϯ͕ϳϭϵ͘ϬϮ
Ψ
ϯϵϬ
Ϯ
dyZ/d^
Ͳϱ͘ϬϳϬй
WZEd
Ͳ
Ψ
Ͳ
Ψ
ϰϬϬ
^>^dydKd>
ϭ͘Ϭ
>hDW^hD
ϭϯ͕ϳϭϵ͘ϬϮ
Ψ
ϭϯ͕ϳϭϵ͘ϬϮ
Ψ
ϰϭϬ
,Z
,Z
^hdKd>ϯ͗
Ϯϴϰ͕ϯϭϭ͘ϭϲ
Ψ
ϰϮϬ
ϭ
/E^hZE
ϭ͘ϯϱϬϬй
WZEd
Ϯϴϰ͕ϯϭϭ͘ϭϲ
Ψ
ϯ͕ϴϯϴ͘ϮϬ
Ψ
ϰϯϬ
Ϯ
KE^E/E^hZEdKd>
Ϭ͘ϳϱϬϬй
WZEd
Ϯϴϰ͕ϯϭϭ͘ϭϲ
Ψ
Ϯ͕ϭϯϮ͘ϯϯ
Ψ
ϰϰϬ
/E^hZEΘKE^dKd>
ϭ͘Ϭ
>hDW^hD
ϱ͕ϵϳϬ͘ϱϯ
Ψ
ϱ͕ϵϳϬ͘ϱϯ
Ψ
ϰϱϬ
,Z
,Z
^hdKd>ϰ͗
ϮϵϬ͕Ϯϴϭ͘ϲϵ
Ψ
ϰϲϬ
&
KtEZ^KEd/'Ez
ϭϬ͘Ϭй
WZEd
ϮϵϬ͕Ϯϴϭ͘ϲϵ
Ψ
Ϯϵ͕ϬϮϴ͘ϭϳ
Ψ
ϰϳϬ
,Z
,Z
'DWWZKWK^>͗
ϯϭϵ͕ϯϬϵ͘ϴϲ
Ψ
ϰϴϬ
'DWdKd>
ϭ͘Ϭ
>hDW^hD
ϯϭϵ͕ϯϬϵ͘ϴϲ
Ψ
ϯϭϵ͕ϯϬϵ͘ϴϲ
Ψ
KZ&/ŽŶdžĐŚĂŶŐĞKƵƚůĞƚƐƚŝŵĂƚĞ
ϵͬϮϭͬϮϬϮϯ
WĂŐĞϭŽĨϭ
The items above are lump sum items and will be billed based on percent complete.  It is understood this project is a lump
sum contract and will be billed out at the close of the project.

^d/Dd
'/
/dD
/
/dD
d'KZz
dzW
^/
^Z/Wd/KE
YhEd/dz
WZ
/E^d>>
/E^d>>D^hZ //dD/E^d>>^
dKd>
//dD
/E^d>>^
hE/d
hE/dK^d
>/E/dD
dKd>
//dDdKd>
ϭϬ
,Z
,ĞĂĚĞƌ͗
,ĞĂĚĞƌ͗
,Z
'EZ>KE^dZhd/KE͗
,ĞĂĚĞƌ͗
,ĞĂĚĞƌ͗
Ϭ
,ĞĂĚĞƌ͗
Ϭ
,ĞĂĚĞƌ͗
,ĞĂĚĞƌ͗
Ͳ
Ψ
ϮϬ
Ϭ
,ĞĂĚĞƌ͗
,ĞĂĚĞƌ͗
Ϭ
DK/>/d/KEͬDK/>/d/KE
,ĞĂĚĞƌ͗
,ĞĂĚĞƌ͗
ϭ
,ĞĂĚĞƌ͗
>hDW^hD
,ĞĂĚĞƌ͗
,ĞĂĚĞƌ͗
ϮϬ͕ϱϴϵ͘ϭϰ
Ψ
ϮϬ
Ϭ
'ĂƌŶĞLJ
ƌĞǁ
:KDĞĐŚĂŶŝĐĂů
Ϯ͘Ϭ
^ŚŝĨƚƐ
ϭ͘ϬϬ

Ϯ͘ϬϬ

^ŚŝĨƚƐ
ϱ͕ϭϭϵ͘ϱϳ
Ψ
ϭϬ͕Ϯϯϵ͘ϭϰ
Ψ
ϮϬ
Ϭ
^ŝƚĞŽŶĚŝƚŝŽŶƐ͗&ŝĞůĚ
DĂƚĞƌŝĂů
^ĂŶŝƚĂƌLJ&ĂĐŝůŝƚŝĞƐ͗WŽƌƚͲKͲ>ĞƚƐ
ϯ
DŽŶƚŚƐ
ϭ͘ϬϬ

ϯ͘ϬϬ

>hDW^hD
ϳϱϬ͘ϬϬ
Ψ
Ϯ͕ϮϱϬ͘ϬϬ
Ψ
ϮϬ
Ϭ
^ŝƚĞŽŶĚŝƚŝŽŶƐ͗&ŝĞůĚ
DĂƚĞƌŝĂů
tĂƐƚĞŝƐƉŽƐĂů͗ZŽůůKĨĨƵŵƉƐƚĞƌ
ϲ
>ŽĂĚƐ
ϭ͘ϬϬ

ϲ͘ϬϬ

>hDW^hD
ϳϱϬ͘ϬϬ
Ψ
ϰ͕ϱϬϬ͘ϬϬ
Ψ
ϮϬ
Ϭ
^ĞƌǀŝĐĞ͗>ŽǁďŽLJƐ
^ƵďĐŽŶƚƌĂĐƚ
>ŽǁďŽLJ͗&ŽƌŬůŝĨƚ
Ϯ
DŽǀĞƐ
ϭ͘ϬϬ

Ϯ͘ϬϬ

>hDW^hD
ϲϬϬ͘ϬϬ
Ψ
ϭ͕ϮϬϬ͘ϬϬ
Ψ
ϮϬ
Ϭ
^ĞƌǀŝĐĞ͗>ŽǁďŽLJƐ
^ƵďĐŽŶƚƌĂĐƚ
>ŽǁďŽLJ͗ĂĐŬŚŽĞ
Ϯ
DŽǀĞƐ
ϭ͘ϬϬ

Ϯ͘ϬϬ

>hDW^hD
ϲϬϬ͘ϬϬ
Ψ
ϭ͕ϮϬϬ͘ϬϬ
Ψ
ϮϬ
Ϭ
^ĞƌǀŝĐĞ͗>ŽǁďŽLJƐ
^ƵďĐŽŶƚƌĂĐƚ
>ŽǁďŽLJ͗dƌĞŶĐŚ^ŚŽƌŝŶŐ
Ϯ
DŽǀĞƐ
ϭ͘ϬϬ

Ϯ͘ϬϬ

>hDW^hD
ϲϬϬ͘ϬϬ
Ψ
ϭ͕ϮϬϬ͘ϬϬ
Ψ
ϯϬ
Ϭ
,ĞĂĚĞƌ͗
,ĞĂĚĞƌ͗
Ϭ
KE^dZhd/KEtdZ
,ĞĂĚĞƌ͗
,ĞĂĚĞƌ͗
ϭ
,ĞĂĚĞƌ͗
>hDW^hD
,ĞĂĚĞƌ͗
,ĞĂĚĞƌ͗
Ϯ͕ϴϭϱ͘ϬϬ
Ψ
ϯϬ
Ϭ
ŽŶƐƚƌƵĐƚŝŽŶtĂƚĞƌ͗
DĂƚĞƌŝĂů
ŽŶƐƚƌƵĐƚŝŽŶtĂƚĞƌ͗tĂƚĞƌ
ϰϱϬϬϬ
'ĂůůŽŶƐ
ϭ͘ϬϬ

ϰϱ͕ϬϬϬ͘ϬϬ

>hDW^hD
Ϭ͘Ϭϭ
Ψ
ϰϱϬ͘ϬϬ
Ψ
ϯϬ
Ϭ
ŽŶƐƚƌƵĐƚŝŽŶtĂƚĞƌ͗
DĂƚĞƌŝĂů
ŽŶƐƚƌƵĐƚŝŽŶtĂƚĞƌ͗DĞƚĞƌ
ϭ
ĂĐŚ
ϭ͘ϬϬ

ϭ͘ϬϬ

>hDW^hD
ϭ͕ϲϱϬ͘ϬϬ
Ψ
ϭ͕ϲϱϬ͘ϬϬ
Ψ
ϯϬ
Ϭ
ŽŶƐƚƌƵĐƚŝŽŶtĂƚĞƌ͗
DĂƚĞƌŝĂů
ŽŶƐƚƌƵĐƚŝŽŶtĂƚĞƌ͗,LJĚƌĂŶƚhƐĂŐĞ&ĞĞƐ
ϭ
DŽŶƚŚƐ
ϭ͘ϬϬ

ϭ͘ϬϬ

>hDW^hD
Ϯϭϱ͘ϬϬ
Ψ
Ϯϭϱ͘ϬϬ
Ψ
ϯϬ
Ϭ
ŽŶƐƚƌƵĐƚŝŽŶtĂƚĞƌ͗
DĂƚĞƌŝĂů
ŽŶƐƚƌƵĐƚŝŽŶtĂƚĞƌ͗ŽŶŶĞĐƚŝŽŶDĂƚĞƌŝĂůƐĂŶĚ,ŽƐĞƐ
ϭ
>ƵŵƉ^Ƶŵ
ϭ͘ϬϬ

ϭ͘ϬϬ

>hDW^hD
ϱϬϬ͘ϬϬ
Ψ
ϱϬϬ͘ϬϬ
Ψ
ϱϬ
Ϭ
,ĞĂĚĞƌ͗
,ĞĂĚĞƌ͗
Ϭ
DdZ/>^d^d/E'
,ĞĂĚĞƌ͗
,ĞĂĚĞƌ͗
ϭ
,ĞĂĚĞƌ͗
>hDW^hD
,ĞĂĚĞƌ͗
,ĞĂĚĞƌ͗
Ϯ͕ϱϬϬ͘ϬϬ
Ψ
ϱϬ
Ϭ
DĂƚĞƌŝĂůƐdĞƐƚŝŶŐ͗
^ƵďĐŽŶƚƌĂĐƚ
DĂƚĞƌŝĂůƐdĞƐƚŝŶŐ͗ŽŶĐƌĞƚĞĂŶĚĂĐŬĨŝůůdĞƐƚŝŶŐ
ϭ
>ƵŵƉ^Ƶŵ
ϭ͘ϬϬ

ϭ͘ϬϬ

>hDW^hD
Ϯ͕ϱϬϬ͘ϬϬ
Ψ
Ϯ͕ϱϬϬ͘ϬϬ
Ψ
ϭϬϬ
,Z
,ĞĂĚĞƌ͗
,ĞĂĚĞƌ͗
,Z
/KEy,E'Khd>dt^d͗
,ĞĂĚĞƌ͗
,ĞĂĚĞƌ͗
Ϭ
,ĞĂĚĞƌ͗
Ϭ
,ĞĂĚĞƌ͗
,ĞĂĚĞƌ͗
Ͳ
Ψ
ϭϭϬ
Ϭ
,ĞĂĚĞƌ͗
,ĞĂĚĞƌ͗
Ϭ
DKͬ/^WK^y/^d/E'
,ĞĂĚĞƌ͗
,ĞĂĚĞƌ͗
ϭ
,ĞĂĚĞƌ͗
>hDW^hD
,ĞĂĚĞƌ͗
,ĞĂĚĞƌ͗
ϭϱ͕ϵϱϴ͘ϳϬ
Ψ
ϭϭϬ
Ϭ
'ĂƌŶĞLJ
ƌĞǁ
:KDĞĐŚĂŶŝĐĂů
ϯ͘Ϭ
^ŚŝĨƚƐ
ϭ͘ϬϬ

ϯ͘ϬϬ

^ŚŝĨƚƐ
ϱ͕ϭϭϵ͘ϱϳ
Ψ
ϭϱ͕ϯϱϴ͘ϳϬ
Ψ
ϭϭϬ
Ϭ
^ĂǁĐƵƚ͗
^ƵďĐŽŶƚƌĂĐƚ
^ĂǁĐƵƚ͗^ĂǁĐƵƚƐƉŚĂůƚWĂǀĞŵĞŶƚDŝŶŝŵƵŵDŽďŝůŝnjĂƚŝŽŶ
ϭ
>ƵŵƉ^Ƶŵ
ϭ͘ϬϬ

ϭ͘ϬϬ

>hDW^hD
ϲϬϬ͘ϬϬ
Ψ
ϲϬϬ͘ϬϬ
Ψ
ϭϮϬ
Ϭ
,ĞĂĚĞƌ͗
,ĞĂĚĞƌ͗
Ϭ
WhZ,^Θ/E^d>>/KEy,E'W/W/E'
,ĞĂĚĞƌ͗
,ĞĂĚĞƌ͗
ϭ
,ĞĂĚĞƌ͗
>hDW^hD
,ĞĂĚĞƌ͗
,ĞĂĚĞƌ͗
ϭϲϲ͕Ϭϵϳ͘ϮϬ
Ψ
ϭϮϬ
Ϭ
'ĂƌŶĞLJ
ƌĞǁ
:KDĞĐŚĂŶŝĐĂů
ϮϬ͘Ϭ
^ŚŝĨƚƐ
ϭ͘ϬϬ

ϮϬ͘ϬϬ

^ŚŝĨƚƐ
ϱ͕ϭϭϵ͘ϱϳ
Ψ
ϭϬϮ͕ϯϵϭ͘ϯϲ
Ψ
ϭϮϬ
Ϭ
^ƵƉƉůLJ,ŽƵƐĞ͗
DĂƚĞƌŝĂů
ϲΗ
WŝƉĞ͗ϲΗ,WZϭϭ
ϭϲϬ
>ŝŶĞĂƌ&ĞĞƚ
ϭ͘ϬϬ

ϭϲϬ͘ϬϬ

>hDW^hD
ϭϭ͘Ϯϲ
Ψ
ϭ͕ϴϬϮ͘ϭϰ
Ψ
ϭϮϬ
Ϭ
^ƵƉƉůLJ,ŽƵƐĞ͗
DĂƚĞƌŝĂů
ϲΗ
WŝƉĞ͗ϲΗůŝŶĚ&ůĂŶŐĞ
ϭ
ĂĐŚ
ϭ͘ϬϬ

ϭ͘ϬϬ

>hDW^hD
ϭϬϳ͘Ϯϱ
Ψ
ϭϬϳ͘Ϯϱ
Ψ
ϭϮϬ
Ϭ
^ƵƉƉůLJ,ŽƵƐĞ͗
DĂƚĞƌŝĂů
ϲΗ
WŝƉĞ͗ϲΗ,WdĞĞ
ϭ
ĂĐŚ
ϭ͘ϬϬ

ϭ͘ϬϬ

>hDW^hD
ϳϴ͘ϰϵ
Ψ
ϳϴ͘ϰϵ
Ψ
ϭϮϬ
Ϭ
^ƵƉƉůLJ,ŽƵƐĞ͗
DĂƚĞƌŝĂů
ϲΗ
WŝƉĞ͗ϲΗ,WϵϬĞůďŽǁ
ϭϲ
ĂĐŚ
ϭ͘ϬϬ

ϭϲ͘ϬϬ

>hDW^hD
ϲϬ͘ϳϬ
Ψ
ϵϳϭ͘ϮϬ
Ψ
ϭϮϬ
Ϭ
^ƵƉƉůLJ,ŽƵƐĞ͗
DĂƚĞƌŝĂů
ϲΗ
WŝƉĞ͗ϲΗ,WŽƵƉůŝŶŐ
ϰ
ĂĐŚ
ϭ͘ϬϬ

ϰ͘ϬϬ

>hDW^hD
ϴϲ͘ϱϵ
Ψ
ϯϰϲ͘ϯϲ
Ψ
ϭϮϬ
Ϭ
^ƵƉƉůLJ,ŽƵƐĞ͗
DĂƚĞƌŝĂů
ϲΗ
&ŝƚƚŝŶŐ͗,W&ůĂŶŐĞĚĂƉƚĞƌ
ϲ
ĂĐŚ
ϭ͘ϬϬ

ϲ͘ϬϬ

>hDW^hD
ϰϰ͘ϴϭ
Ψ
Ϯϲϴ͘ϴϲ
Ψ
ϭϮϬ
Ϭ
^ƵƉƉůLJ,ŽƵƐĞ͗
DĂƚĞƌŝĂů
ϲΗ
&ŝƚƚŝŶŐ͗,WƵŝůĚhƉZŝŶŐ
ϲ
ĂĐŚ
ϭ͘ϬϬ

ϲ͘ϬϬ

>hDW^hD
ϭϴ͘ϳϮ
Ψ
ϭϭϮ͘ϯϮ
Ψ
ϭϮϬ
Ϭ
^ƵƉƉůLJ,ŽƵƐĞ͗
DĂƚĞƌŝĂů
ϲΗ
&ŝƚƚŝŶŐ͗Žůƚ<ŝƚ
ϲ
ĂĐŚ
ϭ͘ϬϬ

ϲ͘ϬϬ

>hDW^hD
ϰϭ͘ϭϵ
Ψ
Ϯϰϳ͘ϭϰ
Ψ
ϭϮϬ
Ϭ
^ƵƉƉůLJ,ŽƵƐĞ͗
DĂƚĞƌŝĂů
ϲΗ
&ŝƚƚŝŶŐ͗'ĂƐŬĞƚ
ϲ
ĂĐŚ
ϭ͘ϬϬ

ϲ͘ϬϬ

>hDW^hD
ϭϲ͘ϭϴ
Ψ
ϵϳ͘Ϭϴ
Ψ
ϭϮϬ
Ϭ
dƌĞŶĐŚ^ŚŽƌŝŶŐ͗
DĂƚĞƌŝĂů
dƌĞŶĐŚ^ŚŽƌŝŶŐ͗^ƉĞĞĚ^ŚŽƌĞƐŽƌŽdžĞƐ
ϭ
>ƵŵƉ^Ƶŵ
ϭ͘ϬϬ

ϭ͘ϬϬ

>hDW^hD
Ϯ͕ϱϬϬ͘ϬϬ
Ψ
Ϯ͕ϱϬϬ͘ϬϬ
Ψ
ϭϮϬ
Ϭ
WŝƉĞ&ƵƐŝŶŐ͗
^ƵďĐŽŶƚƌĂĐƚ
WŝƉĞ&ƵƐŝŽŶ͗ĂŝůLJZĂƚĞ
ϯ
ĂLJ
ϭ͘ϬϬ

ϯ͘ϬϬ

>hDW^hD
ϰϱϬ͘ϬϬ
Ψ
ϭ͕ϯϱϬ͘ϬϬ
Ψ
ϭϮϬ
Ϭ
WŝƉĞ&ƵƐŝŶŐ͗
^ƵďĐŽŶƚƌĂĐƚ
WŝƉĞ&ƵƐŝŽŶ͗ĂƚĂ>ŽŐŐĞƌĂŝůLJZĂƚĞ
ϯ
ĂLJ
ϭ͘ϬϬ

ϯ͘ϬϬ

>hDW^hD
ϮϬϬ͘ϬϬ
Ψ
ϲϬϬ͘ϬϬ
Ψ
ϭϮϬ
Ϭ
WŝƉĞ&ƵƐŝŶŐ͗
^ƵďĐŽŶƚƌĂĐƚ
WŝƉĞ&ƵƐŝŽŶ͗dĞĐŚ^ĞƌǀŝĐĞ
ϯ
ĂLJ
ϭ͘ϬϬ

ϯ͘ϬϬ

>hDW^hD
ϭ͕ϱϬϬ͘ϬϬ
Ψ
ϰ͕ϱϬϬ͘ϬϬ
Ψ
ϭϮϬ
Ϭ
WŝƉĞ&ƵƐŝŶŐ͗
^ƵďĐŽŶƚƌĂĐƚ
WŝƉĞ&ƵƐŝŽŶ͗DŽďͬĞŵŽď
Ϯ
ĂĐŚ
ϭ͘ϬϬ

Ϯ͘ϬϬ

>hDW^hD
ϲϬϬ͘ϬϬ
Ψ
ϭ͕ϮϬϬ͘ϬϬ
Ψ
ϭϮϬ
Ϭ
^ƵƉƉůLJ,ŽƵƐĞ͗
DĂƚĞƌŝĂů
DŝƐĐ͗WŝƉĞ^ƵƉƉŽƌƚƐ,ŝůƚŝƵĂůWŽƐƚ
ϭϮ
ĂĐŚ
ϭ͘ϬϬ

ϭϮ͘ϬϬ

>hDW^hD
Ϯ͕ϮϱϬ͘ϬϬ
Ψ
Ϯϳ͕ϬϬϬ͘ϬϬ
Ψ
ϭϮϬ
Ϭ
^ƵƉƉůLJ,ŽƵƐĞ͗
DĂƚĞƌŝĂů
DŝƐĐ͗ŶĐŚŽƌŽůƚƐ
ϰ
ĂĐŚ
ϭϮ͘ϬϬ

ϰϴ͘ϬϬ

>hDW^hD
ϮϬ͘ϬϬ
Ψ
ϵϲϬ͘ϬϬ
Ψ
ϭϮϬ
Ϭ
^ƵƉƉůLJ,ŽƵƐĞ͗
DĂƚĞƌŝĂů
DŝƐĐ͗ƉŽdžLJ
ϰϴ͘ϬϬ

ĂĐŚ
ϭ͘ϬϬ

ϰϴ͘ϬϬ

>hDW^hD
ϭϱ͘ϬϬ
Ψ
ϳϮϬ͘ϬϬ
Ψ
ϭϮϬ
Ϭ
ŐŐƌĞŐĂƚĞƐ͗
DĂƚĞƌŝĂů
ŐŐƌĞŐĂƚĞƐ͗D'
ϱ
dŽŶƐ
ϭ͘ϬϬ

ϱ͘ϬϬ

>hDW^hD
Ϯϱ͘ϬϬ
Ψ
ϭϮϱ͘ϬϬ
Ψ
ϭϮϬ
Ϭ
ZĞĂĚLJDŝdž͗
DĂƚĞƌŝĂů
ZĞĂĚLJDŝdž͗ϭͬϮ^ĂĐŬ>^DĂĐŬĨŝůůĂƚhƚŝůŝƚLJ
ϭϬ
ƵďŝĐzĂƌĚƐ
ϭ͘ϬϬ

ϭϬ͘ϬϬ

>hDW^hD
ϭϬϳ͘ϬϬ
Ψ
ϭ͕ϬϳϬ͘ϬϬ
Ψ
ϭϮϬ
Ϭ
ZĞĂĚLJDŝdž͗
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FERGUSON WATERWORKS (3083)
1324 S 3RD ST SUITE 140
PHOENIX, AZ 85004-2725
Phone: 602-495-8420
Fax: 602-262-4276
Deliver To:
From:
Allyson Baptista
Comments:
HOW ARE WE DOING?  WE WANT YOUR FEEDBACK!
Scan the QR code or use the link below to 
complete a survey about your bids:
https://survey.medallia.com/?bidsorder&fc=3083&on=24061
18:02:27 SEP 20 2023
FERGUSON WATERWORKS #3083
Price Quotation
Phone: 602-495-8420
Fax: 602-262-4276
Bid No:
B411040
Bid Date:
09/19/23
Quoted By:
ROC
Cust Phone:
602-470-0001
Terms:
CASH ON DEMAND
Customer:
GARNEY COMPANIES INC BID AC
4435 E HOLMES
MESA, AZ 85206
Ship To:
GARNEY COMPANIES INC BID AC
4435 E HOLMES
MESA, AZ 85206
Cust PO#:
OCOTILLIO HCL STORAG
Job Name:
HCL STORAGE
Page 1 of 2
 Item
 Description
 Quantity
 Net Price
 UM
 Total 
** PRICE VALID 7 DAYS **
----
PEI11AU40
6X40 IPS DR11 HDPE PIPE
160
1126.340
C
1802.14
PEINPBFUG
6X1 IPS FAB NON-PRES BLIND FLG
1
107.250
EA
107.25
PEI11E47RCU
6 IPS DR9-17 EF 4.7R COUP
1
86.590
EA
86.59
PEI11B9U
6 IPS PC200 DR11 90
12
60.700
EA
728.40
** STOCK IN WASHUGAL **
ADDITIONAL MATERIAL
----
PEI11BTU
6 IPS PC200 DR11 TEE
1
78.490
EA
78.49
PEI11FLAU
6 IPS PC200 DR11 FLG ADPT
1
44.810
EA
44.81
IBUPSDR1106B
6 SDR11 200 PSI DI BU RNG
1
18.720
EA
18.72
ATSGAU
6 FF 1/8 TORUSEAL NSF61 FLG GSKT
1
16.180
EA
16.18
FBSS16SU
6 SS 316 FLG BLT SET
1
41.190
EA
41.19
QUOTING HDPEXHDPE (DR11) BOLT
LENGTHS 4 1/2" IN LENGTH
Net Total:
$2923.77
Tax:
$251.43
Freight:
$0.00
Total:
$3175.20

Page 2 of 2
18:02:27 SEP 20 2023
FERGUSON WATERWORKS #3083
Price Quotation
Fax: 602-262-4276
Reference No: B411040
HOW ARE WE DOING?  WE WANT YOUR FEEDBACK!
Scan the QR code or use the link below to 
complete a survey about your bids:
https://survey.medallia.com/?bidsorder&fc=3083&on=24061
Quoted prices are based upon receipt of the total quantity for immediate shipment (48 hours).  SHIPMENTS BEYOND 48 HOURS SHALL BE
AT THE PRICE IN EFFECT AT TIME OF SHIPMENT UNLESS NOTED OTHERWISE. QUOTES FOR PRODUCTS SHIPPED FOR RESALE
CONTRACTOR CUSTOMERS: IF YOU HAVE DBE/MBE/WBE//VBE/SDVBE/SBE GOOD FAITH EFFORTS DIVERSITY GOALS/ REQUIREMENTS ON A 
FEDERAL, STATE, LOCAL GOVERNMENT, PRIVATE SECTOR PROJECT, PLEASE CONTACT YOUR BRANCH SALES REPRESENATIVE 
IMMEDIATELY PRIOR TO RECEIVING A QUOTE/ORDER.
ARE NOT FIRM UNLESS NOTED OTHERWISE.
https://www.ferguson.com/content/website-info/terms-of-sale
LEAD LAW WARNING: It is illegal to install products that are not "lead free" in accordance with US Federal or other applicable law in potable water 
systems anticipated for human consumption. Products with *NP in the description are NOT lead free and can only be installed in non-potable 
applications. Buyer is solely responsible for product selection. 
Buyer shall accept delivery of products within 60 days of Seller receiving the products at Seller's warehouse. If Buyer causes or requests a delay in 
delivery of the products, Buyer may be subject to storage fees and additional costs caused by such delay. Seller reserves the right to requote the 
products and reschedule the delivery date, subject to manufacturer's lead times and price increases, if Buyer is unable to accept delivery within 60 
days.
Seller not responsible for delays, lack of product or increase of pricing due to causes beyond our control, and/or based upon
Local, State and Federal laws governing type of products that can be sold or put into commerce.  This Quote is offered contingent upon the
Buyer's acceptance of Seller's terms and conditions, which are incorporated by reference and found either following this document, or
on the web at 
Govt Buyers:  All items are open market unless noted otherwise.

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$$$$DATE$$$$
$$$$USER$$$$
VICINITY MAP
NO SCALE
®
4600 E. WASHINGTON STREET, SUITE 500
PHOENIX, ARIZONA 85034
PHONE: (602) 263-9500
FAX:  (602) 265-1422
56th St.
I-10
Kyrene Rd.
Rural Rd.
McClintock Dr.
Price Rd.
Dobson Rd.
Alma School Rd.
Arizona Ave.
McQueen Rd.
Cooper Rd.
Gilbert Rd.
Chandler Blvd.
Hunt Highway
Germann Rd.
Pecos Rd.
Queen Creek Rd.
Chandler Heights Rd.
Riggs Rd.
Ocotillo Rd.
Elliot Rd.
Western Canal
Ray Rd.
Warner Rd.
Lindsey Rd.
Val Vista Rd.
PROJECT SITE
DATE
DATE
REGISTERED CIVIL ENGINEER
GRADE CERTIFICATION:
            THE FOLLOWING IS A CERTIFICATION THAT THIS GRADING PLAN IS IN
            COMPLIANCE WITH THE GRADE REQUIREMENTS OF THE SOIL REPORT
            PREPARED BY:
DATE
DATE
FINISH GRADE CERTIFICATION:
            THE FOLLOWING IS A CERTIFICATION THAT THE FINISH GRADES SHOWN OR AS-BUILT
            ON THIS GRADING PLAN ARE IN COMPLIANCE WITH THE SOIL REPORT
            PREPARED BY:
REGISTERED CIVIL ENGINEER
(OR REGISTERED LAND SURVEYOR)
DATE
APPROVED FOR COMPLIANCE WITH CITY CODE:
DATE
DEVELOPMENT SERVICES ENGINEER
DATE
I HEREBY CERTIFY THAT THE "AS-BUILT" INFORMATION AS SHOWN
HEREON WAS MADE UNDER MY SUPERVISION, OR AS NOTED, AND
IS CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF.
,
REGISTERED LAND SURVEYOR
REGISTRATION NO.
FIRM NAME
DATE
REGISTERED LAND SURVEYOR
REGISTRATION NO.
FIRM NAME
I HEREBY CERTIFY THAT THE "AS-BUILT" INFORMATION AS SHOWN
HEREON SATISFIES THE INTENT OF THE DESIGN.
Old Price Rd.
ADDRESS:
7474 SOUTH OLD PRICE ROAD
CHANDLER, AZ
CITY ENGINEER
NOTE:
THIS SITE PLAN WILL NOT BE APPROVED, NOR
WILL BE CERTIFICATE OF OCCUPANCY BE ISSUED
,
UNTIL A RECLAIMED WATER USE AGREEMENT
IS EXECUTED BY THE DEVELOPER AND
APPROVED BY THE CITY.
F.E.M.A. FIRM MAP
PANEL 2645F
ALL FIRE LINE THRUST BLOCK
SHALL COMPLY WITH NFPA 24
WW2001.204
OBRF ION EXCHANGE OUTLET WASTE IMPROVEMENTS PROJECT
C.O.C. LOG NO. CIVXX-XXXX
VOLUME 2
PRELIMINARY DESIGN
(NOT FOR CONSTRUCTION)
JUNE 2023

PROJECT NO.
LAST SAVED BY:
FILE NAME:
CP
ZB
CP
00-G-001
2
GENERAL
DRAWING INDEX
20208500G001.dwg
zbryan
202085-100000
 
 
 
DATE
REV
BY
DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
JOB NO.
DRAWING NO.
SHEET NO.
OBRF ION EXCHANGE OUTLET WASTE IMPROVEMENTS PROJECT
CITY OF CHANDLER, AZ
PRELIMINARY
DESIGN
(NOT FOR
CONSTRUCTION)
DRAWING INDEX (VOLUME 2 OF 2)
(
)
GENERAL
CIVIL
DESCRIPTION
DRAWING NO.
SHEET NO.
1
2
3
4
5
6
7
8
00
C
001
CONSTRUCTION NOTES 1
00
C
002
CONSTRUCTION NOTES 2
00
C
003
00
C
004
11
C
004
YARD PIPING IV
12
13
14
00
G
000
COVER SHEET
00
G
001
DRAWING INDEX
00
G
002
DRAWING SYMBOLOBY & FILE NAMING CONVENTION
00
G
003
SYMBOLS - SHEET 1
00
G
004
SYMBOLS - SHEET 2
00
G
005
ABBREVIATIONS
00
G
006
PIPE SCHEDULE 1
00
G
007
9
10
11
12
C
001
ROPR PROFILE AND SECTION
PROCESS FLOW DIAGRAM
CIVIL NOTES, LEGEND, AND SYMBOLS
OVERALL LAYOUT AND SURVEY CONTROL
MECHANICAL
3J
M
001
SOFTENING SYSTEM AND SOLIDS STORAGE - ION EXCHANGE PLAN & ISOMETRIC
3J
M
001A
SOFTENING SYSTEM AND SOLIDS STORAGE - ION EXCHANGE DETAILS
15
16
TYPICAL
90
TC
001
CIVIL TYPICAL DETAILS
17

PROJECT NO.
LAST SAVED BY:
FILE NAME:
CP
ZB
CP
00-G-002
3
GENERAL
DRAWING SYMBOLOGY & FILE NAMING CONVENTION
20208500G002.dwg
zbryan
202085-100000
 
 
 
DATE
REV
BY
DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
JOB NO.
DRAWING NO.
SHEET NO.
OBRF ION EXCHANGE OUTLET WASTE IMPROVEMENTS PROJECT
CITY OF CHANDLER, AZ
PRELIMINARY
DESIGN
(NOT FOR
CONSTRUCTION)
DETAIL OR SECTION
IDENTIFICATION
DETAIL OR SECTION TAKEN
ON THE SAME SHEET
DETAIL OR SECTION IS 
TAKEN ON THE DRAWING
INDICATED
FOUND ON THE SAME SHEET
DETAIL OR SECTION IS TO BE
BE FOUND ON THE DRAWING
DETAIL OR SECTION IS TO
INDICATED
DETAIL OR SECTION
IDENTIFICATION
FOUND ON THE TYPICAL
TYPICAL DETAIL IS TO BE 
DETAIL DRAWINGS
IDENTIFICATION
BUBBLE
TYPICAL DETAIL REFERENCE
REFERENCE BUBBLE
DETAIL OR SECTION
TYP
TYP
5
B125
125
TYPICAL DETAIL NUMBER
-
D
DEMOLITION
N
INSTRUMENTATION
E
ELECTRICAL
P
PLUMBING
H
M
S
STRUCTURAL
A
ARCHITECTURAL
C
CIVIL
G
GENERAL
DISCIPLINE
F
FIRE PROTECTION
DESCRIPTION
LETTER
SHEET NUMBER
A
-
0000.00
TO_
(TYP)
?
TYP
?
1
-
SECTION CUT
DETAIL BUBBLE
TYPICAL DETAIL BUBBLE
ELEVATION CALLOUT
PIPE DESIGNATION
EQUIPMENT TAG
SERVICE
KEY NOTE SYMBOL
?
?
REVISION DESIGNATOR
SCALE:
FILE:
A
-
SECTION TITLE
SCALE:
FILE:
1
-
DETAIL TITLE
DETAIL TITLE 
FILE:
SCALE:
PLAN AND ENLARGED PLAN TITLE
FILE:
SCALE:
PLAN TITLE
X/X" = X'-X"
XXXXXXX-_XX-XX-XXX
REFERENCE ATTACHED
TO DRAWING
FILE:
SCALE:
PARTIAL SITE PLAN
A
CIVIL PLAN AND ENLARGED PLAN TITLE
SECTION TITLE 
FILE:
SCALE:
ENLARGED PLAN TITLE
A
SITE PLAN
DRAWING SYMBOLOGY
DRAWING NUMBERING CONVENTION
GENERAL CALLOUT BUBBLES
0
2'
4'
8'
SECTION DETAIL CALLOUT AT TITLE
SECTION DETAIL CALLOUT AT CROSS REFERENCE
BAR SCALE
SIZE
L
LANDSCAPE
PROCESS MECHANICAL
MECHANICAL / HVAC
N
00-D001
N
-
N
00-D01
N
JOB NUMBER
ALL ELEVATIONS SHOWN ARE BASED
ON THE NORTH AMERICAN VERTICAL
DATUM (NAVD) OF 1988, UNLESS NOTED
OTHERWISE IN THE DRAWINGS
(
)
AREA
DESCRIPTION
FACILITY/AREA DESCRIPTION
10
GENERAL
PROCESS FLOW DIAGRAM
10
HYDRAULIC PROFILE
10
10
10
GRADING AND PAVING
10
11
12
DESIGN CRITERIA
GENERAL LEGENDS ETC.
SITE DEMOLITION
YARD PIPING
PIPELINE PLAN AND PROFILES
1A
SITE - OTHER DISCIPLINES
20
2A
RO - 100 PUMP STATION DEMOLITION
INFLUENT PUMP STATION
30
3A
3B
3C
3D
3E
3F
3G
3H
3J
PLANT WATER PUMP STATION
SOFTENING SYSTEM AND SOLIDS STORAGE
3K
COMPLEX STRUCTURES
FILTRATION
BLOWER/PLANT AIR FACILITIES
BACKWASH AND FILTER PRODUCT TANK
WASTE WASHWATER EQ TANK AND RETURN PUMP STATION
SLUDGE RECIRCULATION/TRANSFER PUMP STATION
SOLIDS STORAGE AND THICKENED SLUDGE PUMP STATION
WEAK ACID CATION (ION EXCHANGE)
40
40
4A
4B
RO SYSTEM
RO FACILITIES
RO BUILDING DEMOLITION
ELECTRICAL BUILDING & EXISTING BUILDING IMPROVEMENTS
HYDROCHLORIC ACID SYSTEM
50
5A
5B
5C
BRINE CONCENTRATION FACILITIES
BRINE CONCENTRATION STRUCTURE
BRINE CONCENTRATION SYSTEM FEED TANK AND PUMPING
BRINE CONCENTRATOR SYSTEM
ONSITE DECANT PUMP SYSTEM
60
SOLIDS HANDLING BUILDING
SOLIDS HANDLING BUILDING
6A
6B
6C
BELT FILTER PRESS
POLYMER FACILITY
ELECTRICAL ROOM
70
7A
7B
7C
7D
7E
7F
CHEMICAL FACILITIES
CHEMICAL FACILITY STRUCTURES
CO2 SYSTEM
CAUSTIC SODA SYSTEM
LIME SYSTEM
MAGNESIUM CHLORIDE
8A
MAIN ELECTRICAL BUILDING
8B
ELECTRICAL BUILDINGS
TREATMENT ELECTRICAL BUILDING
90
DETAILS
DETAILS
INFLUENT AND PRODUCT WATER PUMP STATION
2B
PRODUCT WATER PUMP STATION
SOFTENING SYSTEM
PROCESS PUMP STATION
FERRIC CHLORIDE SYSTEM
POLYMER SYSTEM - SOFTENING
4C
SAMPLING SYSTEM
SAMPLE LINE IDENTIFIER
XX XXX (XXX)
(
)
MATERIAL
10729A40_00-X-000

PROJECT NO.
LAST SAVED BY:
FILE NAME:
CP
ZB
CP
00-G-003
4
GENERAL
SYMBOLS - SHEET 1
20208500G003.dwg
zbryan
202085-100000
 
 
 
DATE
REV
BY
DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
JOB NO.
DRAWING NO.
SHEET NO.
OBRF ION EXCHANGE OUTLET WASTE IMPROVEMENTS PROJECT
CITY OF CHANDLER, AZ
PRELIMINARY
DESIGN
(NOT FOR
CONSTRUCTION)
VALVES
MISCELLANEOUS
MM
FM
CHECK VALVES
PRESSURE VALVES
PUMPS
M
PIPING
WEIRS
FLUMES
BLOWERS/COMPRESSORS
GATES
P
ANGLE VALVE
BALL VALVE
BUTTERFLY VALVE
GATE VALVE
GLOBE VALVE
NEEDLE VALVE
PINCH VALVE
PLUG ECCENTRIC VALVE
PLUG CONCENTRIC VALVE
4-WAY VALVE
3-WAY VALVE
BACK FLOW PREVENTOR
BALL CHECK VALVE
SWING CHECK VALVE
BACKPRESSURE REG
EXTERNAL TAP VALE
PRESSURE REDUCING
EXTERNAL PRESSURE TAP
VALVE
RELIEF VALVE
BASKET STRAINER
CALIBRATION-COLUMN
DIAPHRAGM SEAL
EDUCTOR/EJECTOR
INLINE STATIC MIXER
PULSATION DAMPENER
STRAINER WYE TYPE
DIAPHRAGM CHECK VALVE
FLUSH/SAMPLE
CONNECTION
DIFFUSER
CORP STOP ASSEMBLY
MAGNATIC FLOW METER
OR
ROTOMETER
METERING PUMP
HOSE PUMP
HORIZONTAL OR
SPLIT-CASE
CENTRIFUGAL
OR
VERTICAL TURBINE
OR
VACUUM VALVE
OR
CONTROL VALVE
PRESSURE GAUGE
MOTOR OPERATED VALVE
SOLENOID VALVE
VERTICAL SUBMERSIBLE
VENTURI METER
MIXER
ROTARY CHEMICAL
FEEDER
OR
DIAPHRAGM
AIR-RELIEF
BUTTERFLY BURIED VALVE
BOX
CONE
KNIFE
SLIDE
SLUICE
STOP
DOUBLE FLAP
FLAPPER
AIR GAP
BLIND FLANGE
CAPPED OR PLUGGED
CONCENTRIC INCREASER
CONCENTRIC REDUCER
DRAIN
ECCENTRIC INCREASER
ECCENTRIC REDUCER
EXPANSION JOINT
 VIBRATION CENTER
FLEXIBLE CONNECTION
QUICK DISCONNECT
UNION
ANNULAR SEAL
COALESCER
DESSICANT DRYER
FILTER
FILTER SEPARATOR
FLAME ARRESTER
FLAME ARRESTER
w/THERMALLY OPERATED VALVE
HOSE CONNECTION
ORIFICE RESTRICTION
REFRIGERATED DRYER
RUPTURE DISK
STRAINER WITH BLOW OFF
SAMPLE PORT
SANITARY SEAL
SITE TUBE
SLIDE
SLUICE
STOP
AIR/CHEMICAL
DIFFUSER
VAPOR HEATER
VAPORIZER
FLAP
WEIR
BLOW-OFF
SILENCER
PUMP DISCHARGE
STRAINER - MECHANICALLY
CLEANED
CENTRIFUGAL VERTICAL
PISTON
DIAPHRAGM
AIR DRIVEN
SUBMERSIBLE
RECIPROCATING
PROGRESSIVE
CAVITY/POSITIVE
DISPLACEMENT
GEAR
VERTICAL CHOPPER
CHOPPER
OR
RECTANGULAR w/o END CONTRACTIONS
RECTANGULAR w/ END CONTRACTIONS
V-NOTCH (TRIANGULAR)
TRAPEZOIDAL (CIPOLLETTI)
PARSHALL
PALMER-BOWLUS
LEOPOLD-LAGCO
HS
H
HL
TRAPEZOIDAL
RECTANGULAR
CUTTHROAT
VENT TO ATMOSPHERE
ROTARY
CENTRIFUGAL
MULTI-STAGE
FAN
COMPRESSOR SCREW
COMPRESSOR
RECIPROCATING
CENTRIFUGAL SINGLE
STAGE
LIQUID RING
PIPE MATERIAL TRANSITION
FLOW ARROW
SLANTING DISC

PROJECT NO.
LAST SAVED BY:
FILE NAME:
CP
ZB
CP
00-G-004
5
GENERAL
SYMBOLS - SHEET 2
20208500G004.dwg
zbryan
202085-100000
 
 
 
DATE
REV
BY
DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
JOB NO.
DRAWING NO.
SHEET NO.
OBRF ION EXCHANGE OUTLET WASTE IMPROVEMENTS PROJECT
CITY OF CHANDLER, AZ
PRELIMINARY
DESIGN
(NOT FOR
CONSTRUCTION)
CENTER, MONUMENT, OR SURVEY LINE
REMOVE (CROSS HATCHING: FENCE
PROPERTY LINE OR RIGHT OF WAY
FUTURE ROAD
CURB & GUTTER
EXISTING ROAD
RAILROAD
CITY LIMITS
SLOPE
EXISTING FENCE
SHOWN AS EXAMPLE)
POWER POLE & LINE
NEW FENCE
HIDDEN LINE
EXISTING CONTOURS
NEW CONTOURS
GUARDRAIL
EXISTING PIPING (SINGLE LINE)
EXISTING STRUCTURES
NEW STRUCTURES
OR
TOP
TOP
TOE
P
E
X
X
X
PP
X
X
X
E
X
X
X
308
308
NEW PIPING (TRIPLE LINES)
NEW PIPING (SINGLE LINE)
EXISTING PIPING (TRIPLE LINES)
HIDDEN LINE (EXISTING)
NEW EQUIPMENT OR PIPING CENTERLINE
EXISTING PIPING (SINGLE LINE)
NEW OR EXISTING STRUCTURES
NEW PIPING (TRIPLE LINES)
NEW PIPING (SINGLE LINE)
EXISTING PIPING (TRIPLE LINES)
NEW OR EXISTING STRUCTURES HIDDEN
NEW PIPING HIDDEN (TRIPLE LINES)
NEW PIPING HIDDEN (SINGLE LINE)
EXISTING PIPING HIDDEN (TRIPLE LINES)
EXISTING PIPING HIDDEN (SINGLE LINE)
EXISTING EQUIPMENT OR PIPING CENTERLINE
EXISTING TO BE REMOVED
NEW PIPING CALL-OUT
EXISTING PIPING CALL-OUT
NEW EQUIPMENT
NEW EQUIPMENT HIDDEN
NEW FITTING
EXISTING EQUIPMENT
NEW CENTERLINE
SLOPE LINE
HIDDEN LINE
GUARDRAIL / HANDRAIL
EXISTING STRUCTURES
NEW STRUCTURES
EXISTING HIDDEN LINE
EXISTING CENTERLINE
EXISTING TO BE REMOVED
STRUCTURAL OPENING
REINFORCING BARS
FINISH WOOD GRAIN
GRATING
SPAN
STRUCTURAL WOOD
BRONZE, BRASS,
WOOD CROSS GRAIN,
SOIL
RUBBER
ABC
OR COPPER
FINISH
PAVEMENT
TREAD PLATE
BRICK OR BLOCK
CAST IRON OR
CLASS "C" CONCRETE
"D" CONCRETE
CLASS "A", "B", AND
ALUMINUM
FIBERGLASS
STEEL
NEW
REMOVE
EXISTING
MATERIAL
VIEW IN SECTION
VIEW IN PLAN (NEW SHOWN - EXISTING SCREENED)
(
)
CIVIL
MECHANICAL AND HVAC
CIVIL
STRUCTURAL
BUILDING MATERIALS
PIPE JOINTS AND COUPLER
MULCH FILTER TUBE
SILT FENCING
LIMITS OF CONSTRUCTION
PROPERTY BOUNDARY
EXISTING EASEMENT
PLANT GRID
TREE TO BE REMOVED
TREE TO REMAIN
RIMROCK
RIMROCK BUFFER BOUNDARY
GROUNDING ROD
CEF (CRITICAL ENVIRONMENTAL FEATURE)
CEF & RIMROCK BUFFER ZONE
FT
FT
FT
FT
SF
SF
SF
SF
LOC
LOC
LIMESTONE VENEER
FENCE
BENCHMARK / HORIZONTAL
CONTROL POINT
VERTICAL CONTROL POINT
B-1
BORING LOCATION AND NUMBER
MH
NEW LID
FIRE HYDRANT
CLEANOUT
YARD HYDRANT
HOSE BIBB
LIGHT POLE
SIGN
PEDESTRIAN YARD TRENCH
HS20 LOADING YARD TRENCH
ECCENTRIC REDUCER
ELBOW, 45 DEGREE
ELBOW, 90 DEGREE
LATERAL
TEE
CROSS
ANCHOR
CAP
UNION
FLEXIBLE COUPLING
EXPANSION COMPENSATOR
FLANGED COUPLING ADAPTER
FLANGED COUPLING ADAPTER
GROOVED END ADAPTER FLANGE
HUB & SPIGOT JOINT
GROOVED END JOINT
ELASTOMER BELLOWS EXP JOINT
METAL BELLOWS EXP JOINT
FLEXIBLE COUPLING WITH
CONCENTRIC REDUCER
LATERAL DOWN
LATERAL UP
TEE UP
ELBOW DOWN
ELBOW UP
TEE DOWN
THRUST TIES
WITH THRUST TIES
ADAPTER SIDE
(RUBBER GASKET)
FLANGED JOINT
WELDED JOINT
FLG or TRUE UNION
DUAL CHECK VALVE
KNIFE GATE VALVE
BALL CHECK VALVE
DIAPHRAGM VALVE
PINCH VALVE
CHECK VALVE
PLUG VALVE
BUTTERFLY VALVE
3-WAY BALL VALVE
GATE VALVE
BALL VALVE
MECHANICAL JOINT
PUSH-ON JOINT
MECHANICAL JOINT
PLUG VALVE
DOUBLE LINE
SINGLE LINE
LUBRICATED PLUG VALVE
DOUBLE LINE
SINGLE LINE
X

PROJECT NO.
LAST SAVED BY:
FILE NAME:
CP
ZB
CP
00-G-005
6
GENERAL
ABBREVIATIONS
20208500G005.dwg
zbryan
202085-100000
 
 
 
DATE
REV
BY
DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
JOB NO.
DRAWING NO.
SHEET NO.
OBRF ION EXCHANGE OUTLET WASTE IMPROVEMENTS PROJECT
CITY OF CHANDLER, AZ
PRELIMINARY
DESIGN
(NOT FOR
CONSTRUCTION)
T
Y
X
W
Q
F
K
L
J
I
H
P
O
N
S
V
U
R
M
G
D
E
C
B
A
DEEP (OR DEPTH)
DP
L
EMERGENCY HAND SWITCH
ESS
BREAK GLASS HAND SWITCH
BG
PLACES
PLCS
YARD HYDRANT
YARD CLEANOUT
WYE
TRANSFORMER
WASTEWATER TREATMENT PLANT
WELDED WIRE FABRIC
WASTEWATER
WATER CONTROL VALVE
WATER
WALK THROUGH, WEIGHT
WATER STOP, WATER SURFACE
WEIR GATE
WASTE OIL DRAIN
WATER METER, WATT METER
WALL LOUVER, WATER LEVEL
WEIGHT INDICATOR
WATTHOUR METER
WATER HEATER
WALL FITTING, WASH FOUNTAIN
WALL EXHAUST FAN
WOOD
WALL CLEANOUT
WATER CLOSET
WITHOUT
WITH
WATT, WEST, WIDTH, WIRE
VENT THROUGH ROOF
VARIABLE SPEED, VOLTAMETER SWITCH
VACUUM REGULATING VALVE
VOLUME
VOLTMETER
VACUUM GAUGE, VALLEY GUTTER
VOLUMETRIC FEEDER
VARIABLE FREQUENCY DRIVE
VERTICAL
VOLTS DIRECT CURRENT
VITRIFIED CLAY PIPE
VACUUM CIRCUIT BREAKER
VALVE BOX
VARIES
VOLTS ALTERNATING CURRENT
VALVE, VOLT-AMPERE
UNIT SUBSTATION
UTILITY SINK
URINAL
UNINTERRUPTIBLE POWER SUPPLY
UNLESS NOTED OTHERWISE
UNDERGROUND
UNDERCUT
TYPICAL
THREE-WAY VALVE
TURNING VANES
TELEPHONE TERMINAL BOARD
THERMOSTAT
TURBIDIMETER SAMPLE
TIMING RELAY
TRIAD (THREE CONDUCTOR SHIELDED CABLE),
TOP OF WALL
TOP OF STEEL, SLAB
TOP OF MASONRY
TOP OF CONCRETE
TANK
TEMPERATURE
TEST HOLE
TELEPHONE
DISPENSER/RECEPTACLE
TIME DELAY RELAY, TOWEL
TOTAL DYNAMIC HEAD
TEMPERATURE CONTROL VALVE
TELEPHONE/COMMUNICATION CONDUIT
TOP OF CURB, TELEPHONE CONDUIT
TEMPORARY BENCHMARK
TERMINAL BOX, TERMINAL BLOCK
TOP AND BOTTOM
TOP OF
TANGENT LENGTH, THERMOSTAT, TIMER, TREAD
SYNTHETIC
SYMMETRICAL
SWITCH GEAR
SWITCHBOARD
PIPE SUPPORT, SUPPORT
SLUICE GATE
STRUCTURAL
STEEL
STIRRUPS
STIFFENER
STANDARDS(S)
STABILIZER
STATION
STAINLESS STEEL
SHUNT TRIP DEVICE, SLUDGE TRANSFER
SERVICE SINK
SANITARY SEWER, SELECTOR SWITCH
SHORT RADIUS, SUPPLY REGISTER
SQUARE INCH(ES)
SQUARE FEET
SQUARE
SAMPLE WATER
SINGLE POLE SINGLE THROW
SAMPLE SINK
SPARE
SINGLE POLE DOUBLE THROW
SPARE CONDUIT
SINGLE POLE, STATIC PRESSURE, SET POINT
SAMPLER, SUMP PUMP
SLEEVE VALVE
SLIDE GATE
SLOPE, SLUDGE
SIMILAR
SHEET
SHOWER
SOLIDS HANDLING-RECYCLE
SHOWER DRAIN
SOFTENED WATER
SEDIMENTATION
SECTION
SUMP DISCHARGE DRAIN LINE
SILICON CONTROL RECTIFIER
BAR SCREEN
SURFACE CLEANOUT
SCHEDULE
SCHEDULE
STANDARD CUBIC FEET PER MINUTE
SMOKE CONTROL DAMPER, SCUM DRAINAGE
SCRUBBER
SECONDARY CLARIFIER
SAMPLE
SOUTH, SWITCH
SIDEWALK
RUPTURE DISK
ROTARY FEEDER
RIGHT
REINFORCED PLASTIC MORTAR PIPE
REVOLUTIONS PER MINUTE
RADIUS POINT
ROTAMETER
ROOM
REGISTERED LAND SURVEYOR
RIGHT HAND REVERSE BEVEL
RIGHT HAND
RETURN GRILLE RUBBER GASKET
RETURN FAN
REVISION
RESILIENT
RESERVOIR
REACTOR
REQUIRED
RUBBER EXPANSION JOINT
REINFORC(ED)(ING)(EMENT)
REGULATOR, REGULATING
REFERENCE
REDUCER, ROOF EQUIPMENT DRAIN
RECIRCULATING
ROOF DRAIN OVERFLOW
ROOF DRAIN LINE
ROOF DRAIN
RIGHT OF WAY
QUANTITY
POINT OF VERTICAL TANGENCY
PAVEMENT
POINT OF VERTICAL INTERSECTION
POLYVINYLIDENEFLUORIDE
POINT OF VERTICAL CURVATURE, POLYVINYL
PLUG VALVE
POTENTIAL TRANSFORMER
POINT, POINT OF TANGENCY
POUNDS PER SQUARE INCH GAUGE
POUNDS PER SQUARE INCH
PRESSURE GAUGE
POUNDS PER SQUARE FOOT
PUMP STATION, PIPE SUPPORT
REGULATION VALVE, PRESSURE RELIEF VALVE
PRESSURE REDUCING VALVE, PRESSURE
PRESSURE OR VACUUM RELIEF VALVE
PROJECTION
PRIMARY
PRESSURE REGULATOR
POINT OF REVERSE CURVATURE
PAIR
PARTS PER MILLION (VOLUME)
POWER POLE
POSITION
POLYETHYLENE
PANEL(S)
PUMP
PLYWOOD
PLASTIC
PLATE, PROPERTY LINE
POST INDICATOR VALVE
POINT OF INTERSECTION
PHASE, PHYSICALLY HANDICAPPED
PRESSURE GAUGE
POWER FACTOR METER
POWER FACTOR CAPACITOR
PERPENDICULAR
PLAIN END
POSITIVE DISPLACEMENT PUMP
PULSATION DAMPENER
POSITIVE DISPLACEMENT, PLANT DRAIN
PLANT CONTROL CENTER
POINT OF CURVATURE
PULL BOX, PUSHBUTTON
POLE
OUNCE
OPPOSITE HAND
OPPOSITE
OPENING
OVERLOAD
OVERFLOW
OUTSIDE DIAMETER, OUTSIDE DIMENSION
ON CENTER
OPPOSED BLADE DAMPER
OPEN
NOT TO SCALE
NATIONAL PIPE THREAD
NOMINAL
NUMBER
NOT IN CONTACT
NATURAL GRADE, NATURAL OR LP GAS
VALVE, NEEDLE
NATIONAL ELECTRICAL CODE
NOT APPLICABLE
NORTH, NEUTRAL
MULTIPLEXER
MOUNTED
MOP SINK
METERING PUMP
MOISTURE SEPARATOR
MONUMENT
MOISTURE
MODIFIED
MASONRY OPENING
MARK
MECHANICAL JOINT
MIXER
MISCELLANEOUS
MINIMUM
MANHOLE
MILLION GALLONS PER DAY
MILLIGRAMS PER LITER
MANUFACTURER
METAL
MECHANICAL
MOTORIZED DAMPER
MOTOR CIRCUIT PROTECTOR
MOTOR CONTROL CENTER
MECHANICAL COUPLING
MACHINE BOLT
MAXIMUM
MAKE-UP AIR UNIT
MATERIAL
MANUAL
MAINTENANCE
MILLIAMPERE
MOTOR
LOW WATER LEVEL
LEFT
LAB SINK
LOW POINT, LOW PRESSURE
LONG LEG VERTICAL
LONG LEG HORIZONTAL
LIVE LOAD
LOCKER
LEFT HAND REVERSE BEVEL
LONG
LINEAL FEET
POUND(S)
LAVATORY
LAMINATE(D)
LABORATORY
LIGHTNING ARRESTER
ANGLE (STRUCTURAL), LENGTH, LOUVER
KILOWATT-HOUR
KILOWATT
KILOVAR
KILOVOLT-AMPERE
KILOVOLT
THOUSAND CIRCULAR MILS (CABLE SIZE)
JOINT
JOIST
JUNCTION BOX
INTRINSICALLY SAFE RELAY
IRON PIPE
INVERT
INSULAT(E)(ED)(ING)(ION)
INSTRUMENTATION
INJECTOR
INFLUENT
INCLUDE, INCLUDING
INCHES
INSTRUMENT AIR
HERTZ (CYCLES PER SECOND)
HYDRANT
HEIGHT BY WIDTH
HIGH WATER LEVEL
HOSE VALVE
HEAT EXCHANGER
HOOD SUPPLY FAN
HANDRAIL, HOSE REEL, HOUR
HEAT PUMP UNIT AIR
PRESSURE
HEAT PUMP, HORSEPOWER, HIGH POINT, HIGH
HORIZONTAL
HOLLOW METAL
HEIGHT
HOOD EXHAUST FAN
HEADWALL
HARDWARE
HOSE BIBB
HOOKED TWO ENDS
HOOKED ONE END
EXPLOSION-PROOF, HIGH, HORIZONTAL
GYPSUM WALL BOARD
GATE VALVE
GALVANIZED STEEL PIPE
GRAVITY VENTILATOR
GRATING
GRADE
GALLONS PER MINUTE
GALLONS PER DAY
GROUND
GAS METER
GLOBE VALVE
GLASS
GROUND FAULT RELAY
GROUND FAULT INTERRUPTER
GENERATOR
GENERAL
GRAVITY EXHAUST LOUVER
GRADE BREAK
GRAVITY VENTILATOR
GALVANIZE(D) GALVANIZED
GALLONS
GAUGE or GAGE
GAS, GROUND, GUTTER
FIRE EXTINGUISHER CABINET
FIRE EXTINGUISHER
FLUSHING WATER
FLAP VALVE
FUEL DISPENSER
FUSE
FOOTING
FOOT, FEET
FASTEN(ED)
FROTH SPRAY
FIBERGLASS REINFORCED PLASTIC, PIPE
FEET PER MINUTE
FOUNDATION
FORCE MAIN
FILTER
FLANGE, OR FLANGED
FLEXIBLE
FOUL AIR
FLOOR
FINISHED FLOOR
FINISH
FIRE HYDRANT
FLAP GATE
FINISH GRADE
FACTORY FINISH
FEEDER
FLOOR DRAIN LINE
FIRE DAMPER, FLOOR DRAIN, FOUND
FAN COIL UNIT
FLOOR CLEANOUT
FLANGE COUPLING ADAPTER
FACE OF CURB, FLEXIBLE COUPLING
FLAT BAR
EXTERIOR
EXPOSED
EXPANSION, EXPANSION TANK
EXISTING
ELECTRIC WATER HEATER, EXHAUST
EACH WAY EACH FACE
ELECTRIC WATER COOLER
EACH WAY
EVAPORATOR
ELECTRIC UNIT HEATER
EMERGENCY SHOWER AND EYE WASH
EACH SIDE
EQUIPMENT
EQUAL
ECCENTRIC PLUG VALVE
EXPANDED POLYSTYRENE
ELECTRONIC POWER MONITOR
EDGE OF PAVEMENT
ELECTRICAL MANHOLE
EMBEDMENT
ELEVATOR, ELEVATION
ELBOW, ELEVATION
INJECTOR/EDUCTOR
EXPANSION JOINT
EXTERIOR INSULATION AND FINISH SYSTEM
EXHAUST GRILLE
EACH FACE, EXHAUST FAN
ELECTRICAL DUCT BANK
EVAPORATOR COOLING UNIT
ECCENTRIC REDUCER
END OF CURVE
EMPTY CONDUIT
EACH
EAST
DUCT HEATER UNIT
DUST COLLECTOR
DRAIN VALVE
DOOR, DRAIN
DIAPHRAGM VALVE
DOUBLE POLE SINGLE THROW
DOUBLE POLE DOUBLE THROW
DOOR OPENING
DOWN
DIAPHRAGM SEAL
DAMPER
DOOR LOUVER
DISCHARGE
DUCTILE IRON PIPE
DIMENSION
DIFFUSER
DIAGONAL
DIAMETER
DETAIL
CENTRAL ANGLE
DEGREE
DESICCANT DRYER
DIRECT CURRENT
DOUBLE
DRIVEWAY
DEPTH, DIGITAL OR DISCRETE, DRAIN
COMBINATION WASTE AND VENT
CHECK VALVE
CUBIC
COUNTERSUNK
CENTER, CENTERED
CONTROL
CURRENT TRANSFORMER
CONTROL RELAY
CHLORINATED POLYVINYL CHLORIDE
CARPET, CONTROL POWER TRANSFORMER
CORRIDOR, CORRUGATE, CORROSION
CONTINUOUS OR CONTINUATION OR (D) (OUS)
CONCRETE REINFORCING
CONCRETE
COLUMN
CLEAN OUT
CONVEYOR
CONCRETE MASONRY UNIT
CORRUGATED METAL PIPE
CLEAR
CEILING
CHAIN LINK
CENTER LINE
CIRCUIT
CHECK VALVE, SWING
CHECK VALVE, FLAP
CHECK VALVE, BALL
CHECK VALVE, ANGLE
CHECKERED PLATE
CHEMICAL FEEDER
CUBIC FEET PER SECOND
CUBIC FEET PER MINUTE
CUBIC FEET
CEILING EXHAUST FAN
CONDUIT
CEILING DIFFUSER, CONDENSATE DRAIN
CENTER OF CURVATURE, CENTER TO CENTER
CATCH BASIN, CIRCUIT BREAKER
CAUSTIC SOLUTION (CONCENTRATED OR DILUTE)
CAPACITOR
CONCRETE ANCHOR
BALL VALVE
BRITISH THERMAL UNITS
BEARING
BACK PRESSURE VALVE
BOTTOM
BOTTOM OF FOOTING
BEAM, BENCH MARK
PROCESS BLOWER
BULKHEAD
BLOCK
BUILDING
BACKWASH
BUTTERFLY VALVE
BLIND FLANGE
BASIN DRAIN LINE
BACKDRAFT DAMPER
BOARD
BATCHMETER
BEGIN CURVE, BRASS CAP, BACK OF CURB, BOLT CIRCLE
AMERICAN WIRE GAGE
AIR AND VACUUM VALVE
AVERAGE
AUTOMATIC TRANSFER SWITCH
AMPERE TRIP (C.B. RATING)
AMERICAN SOCIETY FOR TESTING AND MATERIALS
ASSEMBLY
AMMETER SWITCH
AIR RELEASE VALVE
ARCHITECTURAL
APPROXIMATE
ANGLE VALVE
ANCHOR
AMPERES
ALUMINUM
ALTERNATE
AIR INTAKE LOUVER
AIR COMPRESSOR
AIR HANDLING UNIT
AIR FLOW MONITOR
ABOVE FINISH FLOOR
AFTERCOOLER
AERAT(ION)(OR)
AREA EQUIPMENT DRAIN
ACCESS DOOR
ADMINISTRATION
ADJACENT, ADJUST
AIR CONDITIONING UNIT
ACOUSTIC CEILING TILE
AMERICAN CONCRETE INSTITUTE
AIR CIRCUIT BREAKER
ALTERNATING CURRENT, ASPHALTIC CONCRETE
ACRYLONITRILE BUTADIENE STYRENE
AGGREGATE BASE COURSE
ANCHOR BOLT
DEFLECTION ANGLE
AT (MEASUREMENT)
YH
YCO
Y
XFMR
WWTP
WWF
WW
WV
WTR
WT
WS
WRG
WP
WOD
WM
WL
WI
WHM
WH
WF
WEF
WD
WCO
WC
W/O
W/
W
VTR
VS
VRV
VOL
VM
VG
VFR
VFD
VERT
VDC
VCP
VCB
VB
VAR
VAC
VA
V
USS
US
UR
UPS
UNO
UG
UC
TYP
TWV
TV
TTB
TSTAT
TSPL
TR
TOW
TOS
TOM
TOC
TNK
TMP
TH
TEL
TDR
TDH
TCV
TCC
TC
TBM
TB
T&B
T/
T
SYN
SYM
SWGR
SWBD
SV
SUPT
SUG
STRUCT
STL
STIR
STIFF
STD(S)
STB
STA
ST STL
ST
SSK
SS
SR
SQ IN(S)
SQ FT
SQ
SPW
SPST
SPS
SPR
SPDT
SPD
SPC
SP
SMP
SLV
SLG
SLC
SL
SIM
SHT
SHR
SHDR
SHD
SG
SFW
SF
SED
SECT
SDL
SD
SCR
SCR
SCO
SCHED
SCH
SCFM
SCD
SCB
SC
SA
S
S/W
RUD
RTF
RT
RPMP
RPM
RP
ROT
RO
RM
RLS
RHRB
RH
RG
RF
REV
RESIL
RES
RER
REQD
REJ
REINF
REG
REF
RED
RECIRC
RDOF
RDL
RD
R
R/W
QTY
PVT
PVMT
PVI
PVDF
PVC
PV
PT
PT
PSIG
PSI
PSG
PSF
PS
PRV
PRR
PROJ
PRI
PRG
PRC
PR
PPMV
PP
POS
POLY
PNL(S)
PMP
PLWD
PLAS
PL
PIV
PI
PH
PG
PFM
PFC
PF
PERP
PE
PDP
PD, PLD
PD
PCC
PC
PB
P
OZ
OPP HND
OPP
OPNG
OL
OF, OFL
OD
OC
OBD
O
NTS
NPT
NOM
NO, #
NIC
NG
NF
NEV
NEC
NA
N
MUX
MTD
MS
MPM
MOS
MON
MOIST
MOD
MO
MK
MJ
MIX
MISC
MIN
MH
MGD
MG/L
MFR
MET
MECH
MD
MCP
MCC
MC
MB
MAX
MAU
MATL
MAN
MAINT
mA
M
LWL
LT
LS
LR
LP
LLV
LLH
LL
LKR
LHRB
LG
LF
LB(S)
LAV
LAM
LAB
LA
L
KWH
KW
KVAR
KVA
KV
KCM
JT
JST
JB
ISR
IP
INV
INSUL
INSTR
INJ
INF
INCL
IN or " 
ID
IA
HZ
HYD
HxW
HWL
HV
HTX
HSF
HR
HPU
HP
HORIZ
HM
HGT
HEF
HDWL
HDW
HB
H2E
H1E
H
GYP BD
GV
GSP
GRV
GRTG
GRD
GPM
GPD
GND
GM
GLV
GL
GFR
GFI
GEN
GEN
GEL
GB
GAV
GALV
GAL
GA
G
FXC
FX
FW
FV
FUP
FU
FTG
FT or ' 
FSTN
FS
FRS
FRP
FPM
FO
FND
FM
FLR
FLG
FLEX
FLA
FL
FIN FL
FIN
FH
FG
FG
FF
FDR
FDL
FD
FCU
FCO
FCA
FC
FB
EXT
EXPO
EXP
EXIST or EX
EWH
EWEF
EWC
EW
EVR
EUH
ESEW
ES
EQUIP, EQPT
EQ
EPV
EPS
EPM
EP
EMH
EMBED
ELEV
EL
EJR
EJ
EIFS
EG
EF
EDB
ECU
ECC RED
EC
EC
EA
E
DWL(S)
DUH
DUC
DSW
DRV
DR
DPV
DPST
DPDT
DO
DN
DMS
DMP
DLV
DL
DISCH
DIP
DIM
DIF
DIAG
DIA or Ø
DET
Delta or 
DEG or ° 
DDR
DC
DBL
D/W
D
CWV
CV
CU
CTSK
CTR
CTL
CT
CR
CPVC
CPT
CORR
CONT
CONST
CONN
CONC REINF
CONC
COL
CO
CNV
CMU
CMP
CLR
CLG
CL
CL or CL
CKT
CKS
CKF
CKB
CKA
CJ
CHKD PL
CHF
CFS
CFM
CF
CEF
CDT
CD
CC
CB
CAUSTIC
CAP
CA
C
BV
BTU
BRG
BPV
BOTT
BOF
BM
BLR
BLKHD
BLK
BLDG
BKW
BFV
BF
BDR
BDD
BD
BCM
BC
AWG
AVV
AVG
ATS
AT
ASTM
ASSY
AS
ARV
ARCH
APPROX
ANV
ANCH
AMP
AM
ALUM
ALT
AIL
AIC
AHU
AFM
AFF
AFC
AER
AED
ADR
ADMIN
ADJ
ACU
ACT
ACI
ACB
AC
ABS
ABC
AB
@
HAS
HEADED ANCHOR STUD
MCJ
MASONRY CONTROL JOINT
CLOSE, CONDUIT CHANNEL (STRUCTURAL)
CONTROL JOINT, CONSTRUCTION JOINT
CPLG
COUPLING
CLSM
CONTROLLED LOW STRENGTH MATERIAL
CONNECT, CONNECTION
DRAWING(S)
DWG(S)
DOWEL(S)
ELEC
ELECTRICAL
FDC
FIRE DEPARTMENT CONNECTION
GBT
GROOVED COUPLING
GC
GRAVITY BELT THICKENER
HSS
HOLLOW STRUCTURAL STEEL
INSIDE DIAMETER, INSIDE DIMENSION, IDENTIFICATION
SJ
SAW CUT JOINT
RISER, RADIUS
NC
NORMALLY CLOSED
SPEC(S)
SPECIFICATION(S)
TOG
TOP OF GRATE
UHMWPE
ULTRA HIGH MOLECULAR WEIGHT POLYETHYLENE
UHMW
ULTRA HIGH MOLECULAR WEIGHT
HDPE
HIGH DENSITY POLYEHTYLENE
SLUDGE COLLECTOR DRIVE
SUPPLY GRILLE
CONSTRUC
FIBER OPTIC
MIEX
MAGNETIC ION EXCHANGE
VR
VIRGIN RESIN
WTP
WATER TREATMENT PLANT
WUD
WATER UTILITIES DEPARTMENT
FAR SIDE, FLOOR SINK
LONG RADIUS, LOADED RESIN
SUMP PUMP DISCHARGE
VALVE, VOLTS, VENT
WEATHERPROOF, WATERPROOF,
WORKING POINT
ROUGH OPENING, REVERSE OSMOSIS
NEAR FACE, NANO FILTRATION
LBR
LIMEROCK BEARING RATIO
SILT FENCE, SUPPLY FAN
AMMETER, AQEOUS AMMONIA
BP
BYPASS
CP
CONTAINMENT PIPE, CONTROL POINT
DOOR GRILLE
DG
DGE
DEGASIFIER EFFLUENT
CUBIC YARD
CY
OG
OFF GAS
POWER FACTOR, PERMEATE FLUSH
SI
SCALE INHIBITOR
SAMPLE
SAM
STRAINER
STR
SMOKE DETECTOR, SPLITTER DAMPER, 
STORM DRAIN, SANITARY DRAIN
VSW
VENTILATION SYSTEM WATER SUPPLY/RETURN
DEAD LOAD
DOOR SWITCH
TMH
TELEPHONE MANHOLE
RW
RECLAIMED WATER
COND
CONDENSATE
BB
BOTTOM BLOW
BBS
BOTTOM BLOW SAMPLE
BC1
BOILER CHEMICAL 1
BC2
BOILER CHEMICAL 2
BC3
BOILER CHEMICAL 3
BFW
BOILER FEED
BEXH
BOILER EXHAUST
SERVICE VALVE, SHUTOFF VALVE, SOLENOID VALVE,
SANITARY VENT, STEAM VENT
STM
STEAM
SB
SURFACE BLOW
SBS
SURFACE BLOW SAMPLE
SEE SHEET 00-G-007 AND FOR
FLOW STREAM IDENTIFIERS.
NOTE:

PROJECT NO.
LAST SAVED BY:
FILE NAME:
CP
ZB
CP
00-G-006
7
GENERAL
PIPE SCHEDULE 1
20208500G006.dwg
zbryan
202085-100000
 
 
 
DATE
REV
BY
DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
JOB NO.
DRAWING NO.
SHEET NO.
OBRF ION EXCHANGE OUTLET WASTE IMPROVEMENTS PROJECT
CITY OF CHANDLER, AZ
PRELIMINARY
DESIGN
(NOT FOR
CONSTRUCTION)

PROJECT NO.
LAST SAVED BY:
FILE NAME:
CP
ZB
CP
00-G-007
8
GENERAL
PROCESS FLOW DIAGRAM
20208500G007.dwg
zbryan
202085-100000
 
 
 
DATE
REV
BY
DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
JOB NO.
DRAWING NO.
SHEET NO.
OBRF ION EXCHANGE OUTLET WASTE IMPROVEMENTS PROJECT
CITY OF CHANDLER, AZ
PRELIMINARY
DESIGN
(NOT FOR
CONSTRUCTION)
CAUSTIC
SODA
(CS)
THRESHOLD
INHIBITOR
(TI)
LIME
(LM)
FERRIC
CHLORIDE
(FC)
THICKENER SLUDGE PUMP
STATION
CARTRIDGE
FILTERS
STAGE 1 RO TRAIN 1
TO EXISTING
PRODUCT WATER
WETWELL AND PUMP
STATION
CARBON
DIXOIDE
(CO2)
MAGNESIUM
CHLORIDE
(MC)
CO2
OFFSITE
EVAPORATION
PONDS
TI
VACUUM PUMPS
PLANT WATER (PW)
PLANT AIR (PA)
FILTERED
EFFLUENT
TRANSFER PUMPS
TO EXISTING
ASR WELLS
(Backup)
STAGE 1 RO TRAIN 2
STAGE 1 RO TRAIN 3
M
STAGE 3 RO TRAIN 1
STAGE 3 RO TRAIN 2
STAGE 3 RO TRAIN 3
M
M
M
M
STAGE 4 RO TRAIN 2
STAGE 4 RO TRAIN 3
STAGE 4 RO TRAIN 1
BCS
FEED
TANK
ONSITE POND
DECANT PUMPS
SLUDGE RECIRCULATION
/ TRANSFER PUMPS
MC
HYDROCHLORIC
ACID
(HCL)
HCL
CS
REGEN
WASTE
TANK
M
STAGE 2 RO TRAIN 2
STAGE 2 RO TRAIN 3
THICKENED
SLUDGE
TANK
FILTERED
WATER
WET
WELL
FILTER EFFLUENT CHANNEL
SURFACE WASH
PUMPS
AIR SCOUR
BLOWERS
WASTE WASH
WATER EQ
TANK
INFLUENT
PUMP
STATION
HCL
INFLUENT
PUMP
STATION
M
LM
FC
LM
FTW
BW PUMPS
SFW
BW
FE/BW
AS
FILTER
EFFLUENT
WEIR
OF
FPW
FE
ROF
FIL
FPW
SLB
INF
INTEL OCOTILLO
CAMPUS URRO
BRINE
FIL
BWW
FILTERS
OF
FPW
ROF
STAGE 1 PUMPS
BDC
TO
PLANT
WATER
STAGE 2 PUMPS
BDC
BDC
ROC
BDC
STAGE 2 RO TRAIN 1
CIP (EXISTING )
CIP (EXISTING )
ROP
STAGE 3 PUMPS
CIP (EXISTING )
ROP
ROP
ROP
ONSITE
EVAPORATION
PONDS
FPW
BWW
WEAK CATION
EXCHANGER
CELL NO.1
CELL NO.3
CELL NO.4
CELL NO.2
M
M
M
BCB
WASH WATER
RETURN PUMPS
EXISTING
EMERGENCY
RETENTION BASIN
RAPID
MIX
CLARIFIER
NO. 1
CLARIFIER
NO. 2
REACTOR
NO. 1
REACTOR
NO. 2
TSL
TSL
TSL
M
M
M
BELT FILTER
PRESSES
IXW
IXW
IXW
TO REUSE TANK
TO SITE
ROC
ROC
RAPID
MIX
MC
CS
LM
CS
LM
EXISTING
INFLUENT PUMP
STATION
EPD
PLS
PLS
PLS
CF
CF
PLS
CE
CE
SLB
SLR
SLR
SLB
PLS
ROC
POLYMER
(PLS)
M
ROPR
EXISTING
FLUSH
TANK
OF
ROPR
M
FC
CS
M
M
O
GENERAL NOTES:
 1.
NOT ALL INSTRUMENTS AND VALVES ARE SHOWN. REFER TO
DETAILED PIDs.
BRINE
CONCENTRATOR
M
BRINE
CONCENTRATOR
ANTI FOAM
(BCF)
BRINE
CONCENTRATOR
ANTI SCALAMT
(BCAS)
BCF
BCF
S1
S2
S3
S4
S5.4
S5.4
S7
S8
S9
S6
S5.5
S5.5
S5.3
S5.3
S5.2
S5.2
S5.1
S
 3.
THIS SYMBOL          DENOTES SAMPLE LOCATIONS. THE SAMPLE TAG
WITHIN EACH SYMBOL CORRELATES TO THE SAME SAMPLE ON THE
MECHANICAL AND P&ID DRAWINGS.
CIP (EXISTING)
 2.
REFER TO PIPE SCHEDULE ON DRAWING 00-G-007 FOR PROCESS
FLOW ABBREVIATIONS
IXW

1.
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH THE MOST CURRENT MAG
SPECIFICATIONS AND STANDARD DETAILS AND AS SUPPLEMENTED BY THE CITY OF CHANDLER.
2.
THE CONTRACTOR MUST OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION.
3.
THE DEVELOPMENT ENGINEERING OFFICE SHALL BE NOTIFIED 24 HOURS PRIOR TO STARTING
EACH PHASE OF CONSTRUCTION (480-782-3300).
4.
PROJECT ELEVATIONS ARE BASED UPON NAVD 88 DATUM. THE FOLLOWING BENCHMARK WAS
UTILIZED:
5.
PRIOR TO ANY CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY, THE CONTRACTOR/DEVELOPER
MUST NOTIFY THE LANDSCAPE MAINTENANCE AND DESIGN COORDINATOR AT 480-782-3428.
ANY CONSTRUCTION WITHIN THE PUBLIC RIGHT-OF-WAY MUST BE RESTORED TO ORIGINAL 
CONDITIONS USING THE FOLLOWING REQUIREMENTS:
A.
ALL LANDSCAPE IMPACTED BY CONSTRUCTION MUST BE REPLACED IN KIND AND SIZE, OR
AS DETERMINED BY THE CITY;
B.
ALL IRRIGATION SYSTEM MUST BE RESTORED TO FULLY FUNCTIONING STATUS. ANY
IRRIGATION LOCATED BENEATH ASPHALT OR CONCRETE MUST BE SLEEVED WITH
SCHEDULE 40 PVC TWO NOMINAL SIZES LARGER;
C.
THE AREA OF CONSTRUCTION MUST BE TREATED WITH PRE-EMERGENT HERBICIDE (I.E.
SURFLAN);
D.
GRANITE OF A SIZE AND COLOR TO MATCH EXISTING AND SPREAD A MINIMUM OF TWO
INCHES THICK;
E.
THE STREETS DIVISION MUST BE CONTACTED TO INSPECT ALL WORK BEFORE A
CONDITIONAL ACCEPTANCE IS ISSUED;
F.
THE CONTRACTOR/DEVELOPER MUST MAINTAIN THE AREA FOR NINETY DAYS AFTER
CONDITIONAL ACCEPTANCE. AFTER 90 DAYS THE CITY MUST BE CONTACTED FOR FINAL
ACCEPTANCE AND ASSUMPTION OF MAINTENANCE.
6.
WORK PERFORMED BY THE CONTRACTOR:
A.
ANY WORK PERFORMED WITHOUT THE APPROVAL OF THE CITY ENGINEER AND/OR ALL
WORK AND MATERIAL NOT IN CONFORMANCE WITH THE SPECIFICATIONS IS SUBJECT TO
REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE.
B.
WHENEVER THE INSPECTOR FINDS ANY WORK BEING PERFORMED IN A DANGEROUS OR
UNSAFE MANNER, OR CONTRARY TO THE PLANS OR SPECIFICATIONS, OR NOT MEETING
THE INTENT OF THE PLANS OR SPECIFICATIONS, THE INSPECTOR WILL ISSUE A STOP
WORK ORDER. UPON ISSUANCE OF A STOP WORK ORDER, THE CITED WORK MUST
IMMEDIATELY CEASE. THE STOP WORK ORDER WILL STATE THE REASON FOR THE ORDER,
AND THE CONDITIONS WHICH CITED WORK IS AUTHORIZED TO RESUME UPON WRITTEN
ORDER TO RESUME WORK. WHERE AN EMERGENCY EXISTS, THE INSPECTOR WILL NOT BE
REQUIRED TO GIVE A WRITTEN NOTICE PRIOR TO STOPPING THE WORK. THE
CONTRACTOR IS RESPONSIBLE FOR ALL COSTS AND DELAYS FOR THE WORK RELATED TO
THE STOP WORK ORDER.
7.
THE CONTRACTOR MUST UNCOVER ALL EXISTING CITY UTILITY LINES BEING TIED INTO TO
VERIFY THEIR TYPE, CONDITION, LOCATION, INVERT, SLOPE, AND ANY OTHER INFORMATION
NEEDED TO DETERMINE THAT THE UTILITY CONNECTION WILL FUNCTION AS DESIGNED. THE
CONTRACTOR IS RESPONSIBLE FOR MAKING ANY REPAIRS NECESSARY TO THE LATERAL OR
MAIN LINES OF THE CITY WATER, RECLAIMED WATER, SANITARY SEWER, AND/OR STORM DRAIN
SYSTEM NECESSARY FOR THE CONNECTION TO FUNCTION AS DESIGNED. THE CONTRACTOR
MUST LOCATE OR HAVE LOCATED ALL EXISTING UNDERGROUND PRIVATE UTILITIES (ELECTRIC,
TELEPHONE, PIPELINES, ETC.) AND STRUCTURES IN ADVANCE OF CONSTRUCTION AND
ELIMINATE ALL CONFLICTS PRIOR TO START OF CONSTRUCTION. BLUE STAKE TELEPHONE (602)
263-1100.
8.
THE CITY OF CHANDLER IS NOT RESPONSIBLE FOR LIABILITY INCURRED DUE TO DELAYS
AND/OR DAMAGES TO UTILITIES IN CONJUNCTION WITH THIS CONSTRUCTION. THE CITY WILL
NOT PARTICIPATE IN THE COST OF CONSTRUCTION OR UTILITY RELOCATION.
9.
NO FINAL ACCEPTANCE WILL BE ISSUED UNTIL 4 MIL PHOTO MYLAR REPRODUCIBLE "AS-BUILT"
PLANS CERTIFIED AND SEALED BY A REGISTERED CIVIL ENGINEER, HAVE BEEN SUBMITTED
AND ACCEPTED BY THE CITY ENGINEER.
10.
APPLICATIONS FOR STREET CUT PERMITS MUST BE APPROVED BY THE CITY ENGINEER PRIOR
TO APPROVAL OF IMPROVEMENT PLANS. ALL PAVEMENT REPLACEMENT MUST BE IN
ACCORDANCE WITH SECTION 336 AND AS MODIFIED BY CITY SUPPLEMENTS.
11. . BACKFILLING MUST NOT BE STARTED UNTIL LINES ARE APPROVED BY THE CITY ENGINEER.
ALL BACKFILL MUST BE HALF-SACK CLSM UNLESS OTHERWISE APPROVED ON THE PLANS. ABC
OR NATIVE MATERIAL SHALL BE INSTALLED IN ACCORDANCE WITH MAG SECTION 601, TYPE I.
BACKFILL PLACEMENT AND SURFACE REPLACEMENT MUST BE IN ACCORDANCE WITH MAG STD
DTL 200 T-TOP.
12.
CONSTRUCTION OF CONCRETE OR PAVING ITEMS MUST NOT COMMENCE UNTIL ALL
UNDERGROUND WORK HAS BEEN INSPECTED AND TESTED.
13. DISPOSAL OF AND STOCKPILING OF EXCESS MATERIAL WITHIN THE CHANDLER CITY LIMITS OR
PLANNING AREA MUST BE DONE IN SUCH A WAY THAT WILL NOT CREATE A NUISANCE. THE
PLACING OF MATERIAL ON PRIVATE PROPERTY OF ANOTHER REQUIRES WRITTEN
AUTHORIZATION. EARTHWORK STOCKPILES ARE NOT TO EXCEED 6 FEET IN HEIGHT. SLOPES
ON ALL SIDES OF THE STOCKPILE MUST NOT EXCEED A 1 TO 2 RATIO OF HEIGHT TO LENGTH.
ANY EARTHWORK STOCKPILE, EVEN LESS THAN 6 FEET, MUST BE REMOVED WITHIN 7 DAYS OF
CITY NOTIFICATION IF DUST SUPPRESSION EFFORTS FAIL TO MAINTAIN SATISFACTORY
AIRBORNE CONTAMINANT CONTROL.
14.
TRAFFIC CONTROL MUST BE MAINTAINED IN ACCORDANCE WITH CHANDLER TRAFFIC
BARRICADE DESIGN REQUIREMENTS AND APPROVED TRAFFIC SEQUENCING PLANS AND/OR
NOTES.
15.
THE CONTRACTOR MUST PROVIDE ADEQUATE MEANS FOR CLEANING TRUCKS AND/OR OTHER
EQUIPMENT OF MUD PRIOR TO ENTERING PUBLIC STREETS, AND IT IS THE CONTRACTOR'S
RESPONSIBILITY TO CLEAN STREETS, ALLAY DUST, AND TAKE WHATEVER MEASURES ARE
NECESSARY TO INSURE THAT ALL ROADS ARE MAINTAINED IN A CLEAN, MUD AND DUST-FREE
CONDITION AT ALL TIMES. THE CONTRACTOR MUST UTILIZE A PM10-CERTIFIED STREET
SWEEPER FOR STREET CLEANING.
16.
AN APPROVED SET OF PLANS MUST BE MAINTAINED ON THE JOB SITE AT ALL TIMES THAT
WORK IS IN PROGRESS. DEVIATION FROM THE PLANS WILL NOT BE ALLOWED WITHOUT AN
APPROVED PLAN REVISION.
17.
A MINIMUM HORIZONTAL SEPARATION OF SIX (6) FEET IS REQUIRED BETWEEN SEWER
SERVICES AND WATER OR FIRELINE SERVICES. A MINIMUM HORIZONTAL SEPARATION OF SIX
(6) FEET IS REQUIRED BETWEEN RECLAIMED WATER SERVICES AND SEWER, WATER, OR
FIRELINE SERVICES.
18.
SETBACKS FOR UTILITY POLES, STRUCTURES, AND OTHER SIMILAR FACILITIES (NOT INCLUDING
LANDSCAPING) GREATER THAN 18 INCHES IN HEIGHT IS 5.5 FEET FROM THE BACK OF CURB
UNLESS APPROVED IN WRITING BY THE CITY ENGINEER. IN CASES WHERE THE FACILITIES ARE
ADJACENT TO A DECELERATION LANE, BUS BAY, OR MEDIAN CURB, THE SETBACK CAN BE
REDUCED TO 2.5 FEET FROM THE BACK OF CURB.
19.
SCREEN WALLS OVER 7’ AND RETAINING WALLS OVER 4’ MUST HAVE A BUILDING PERMIT AND
BE IN CONFORMANCE WITH CHANDLER BUILDING CODE.
GENERAL NOTES (MARCH 2023):
(
)
PROJECT NO.
LAST SAVED BY:
FILE NAME:
BY
ZB
00-C-001
9
CIVIL
CONSTRUCTION NOTES 1
20208500C001.dwg
BYeary
202085-100000
DATE
REV
BY
DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
JOB NO.
DRAWING NO.
SHEET NO.
OBRF ION EXCHANGE OUTLET WASTE IMPROVEMENTS PROJECT
CITY OF CHANDLER, AZ
PRELIMINARY
DESIGN
(NOT FOR
CONSTRUCTION)
BENCHMARK
NUMBER
NGVD 29
ELEVATION
DESCRIPTION
EQUATION
NAVD 88
ELEVATION
38
1181.520
1.739
1183.26
SECTION 7, T2S, R5E, 3" BRASS CAP IN
CONCRETE, 200' EAST OF SOUTHWEST
CORNER OF SECTION 6, APPROXIMATE
INTERSECTION OF OLD PRICE RD AND
GERMANN RD (WESTERLY TERMINUS OF
EXISTING ROADWAY FOR GERMANN), 57'
SOUTH OF THE NORTH FACE OF CURB
LINE. (NORTHING, 828007.232, EASTING,
707380.141)
20. ALL UNDERGROUND FACILITIES INSTALLED IN ANY REAL PROPERTY OUTSIDE THE CITY’S
RIGHT-OFWAY MUST COMPLY WITH THE FOLLOWING MARKING STANDARDS IN ACCORDANCE
WITH HOUSE BILL 2256. A YELLOW INSULATED COPPER WIRE OR OTHER APPROVED
CONDUCTOR MUST BE INSTALLED ADJACENT TO UNDERGROUND UTILITIES FOR FIRE LINE
PIPING, POTABLE WATER DISTRIBUTION PIPING, SANITARY SEWER LINES, STORMWATER
PIPING, RECLAIMED WATER PIPING, GRAVITY FLOW IRRIGATION PIPING AND PRESSURIZED
IRRIGATION PIPING LARGER THAN TWO (2) INCHES IN DIAMETER UNLESS THESE FACILITIES CAN
BE DETECTED FROM ABOVE GROUND WITH AN ELECTRONIC LOCATING DEVICE. ACCESS MUST
( )
( )
BE PROVIDED TO THE TRACER WIRE OR THE TRACER WIRE MUST TERMINATE ABOVE GROUND
AT EACH END OF THE PIPING. THE TRACER WIRE MUST NOT BE LESS THAN 18 AWG AND
SUITABLE INSULATION TYPE FOR DIRECT BURIAL.
21. ANY CONSTRUCTION DETOURS WILL REQUIRE AN ALL-WEATHER SURFACE PER MARICOPA
COUNTY AIR QUALITY REQUIREMENTS.
22. THE CONTRACTOR MUST SUPPLY CITY INSPECTOR CONSTRUCTION MATERIAL TESTING
DOCUMENTATION THROUGHOUT THE PROJECT.
23. ALL SITE IMPROVEMENTS, INCLUDING LANDSCAPE AND SITE CLEANUP, MUST BE COMPLETE
PRIOR TO CERTIFICATE OF OCCUPANCY FOR ANY BUILDING WITHIN A PHASE.
GENERAL NOTES (MARCH 2023) (CONTINUED):
(
) (
)
1.
A MINIMUM HORIZONTAL SEPARATION OF 6 FEET IS REQUIRED BETWEEN SEWER MAINS AND
SERVICES AND WATER, FIRELINE, AND RECLAIMED MAINS AND SERVICES. PROTECTION MUST
BE IN ACCORDANCE WITH MAG SECTION 610.5.5 WITH THE EXCEPTION DUCTILE IRON PIPE IS
NOT ALLOWED FOR SEWER CONSTRUCTION.
2.
ALL SEWER TAPS MUST BE WYE, WYE SADDLE, OR TEE.
3.
CONNECTIONS TO EXISTING SEWER MAINS MUST BE ACCOMPLISHED BY MACHINE TAPPING,
UTILIZING A SADDLE, OR BY CONSTRUCTION OF A MANHOLE.
4.
SEWER TAPS MUST HAVE 4-1/2 FEET MINIMUM COVER AT PROPERTY LINE. TO RAISE THE TAP
FROM THE MAINS DEEPER THAN 6 FEET AND LESS THAN 12 FEET, THE WYE AND 1/8 BEND MAY
BE SET AT A 45 DEGREE ANGLE FROM HORIZONTAL AND WITH A SHORT PIECE OF STRAIGHT
PIPE PLACED ON THE 1/8 BEND. ANOTHER 1/8 BEND IS PLACED AT THE OTHER END OF THE
SHORT PIPE TO BRING THE TAP TO APPROPRIATE GRADE AT THE PROPERTY LINE. FOR MAINS
12 FEET OR DEEPER, REFER TO C-410.
5.
ALL SEWER SERVICE CONNECTIONS MUST BE EXTENDED A SUFFICIENT DISTANCE BEYOND
STREET RIGHT-OF-WAY LINES TO CLEAR ALL FACILITIES TO BE INSTALLED IN PUBLIC UTILITY
EASEMENTS WHICH PARALLEL THE STREET RIGHT-OF-WAY. REFER TO MAG STD DTL 440, TYPE
A, FOR ADDITIONAL REQUIREMENTS.
6.
ALL SEWER PIPE MUST BE CONSTRUCTED WITH BEDDING CONFORMING TO C-402. ALL SEWER
LINES 10 FEET IN DEPTH AND GREATER MUST BE VCP PIPE, OR AS SPECIFIED ON THESE PLANS.
LOCATOR WIRE AND IDENTIFICATION TAPE TO BE INSTALLED IN ACCORDANCE WITH C-408.
7.
PIPE BACKFILL MUST BE 1/2 SACK CLSM IN ACCORDANCE WITH MAG SECTION 728, UNLESS
OTHERWISE DETAILED AND APPROVED ON THESE PLANS. PAVEMENT REPLACEMENT MUST BE
IN ACCORDANCE WITH MAG STD DTL 200, T-TOP.
8.
ALL MANHOLES MUST BE 5-FOOT DIAMETER WITH 30-INCH DIAMETER COVERS. MANHOLES
INSTALLED ON PUBLIC SEWER MAINS 15-INCH DIAMETER AND LARGER MUST BE COMPOSITE
OR POLYMER CONCRETE MATERIALS PER LIST OF APPROVED PRODUCTS. “ONE-OFF” PUBLIC
MANHOLES (FIRST MANHOLE UP-STREAM OF 15-INCH DIAMETER AND LARGER SEWER MAINS)
MUST ALSO BE COMPOSITE OR POLYMER CONCRETE MATERIALS. FOR SEWER MAINS LESS
(
THAN 15-INCH, MANHOLES MAY BE INSTALLED USING STANDARD CONCRETE MATERIALS PER
DETAIL 420 WITH CASTIN-PLACE BASES.
9.
CONCRETE MANHOLES (FOR SEWER MAINS LESS THAN 15-INCH) CONSTRUCTED IN ARTERIAL
STREETS MUST BE COATED WITH A CORROSION-PROTECTIVE COATING APPLIED IN
(
)
(
)
ACCORDANCE WITH MAG SECTION 626 AND CITY SUPPLEMENT. COATING IS ONLY REQUIRED
ON THE CONCRETE AND GROUTED SURFACES. REFER TO LIST OF APPROVED PRODUCTS FOR
ALLOWABLE CORROSION PROTECTIVE COATING SYSTEMS. COATED SURFACES SHALL BE
HOLIDAY / SPARK TESTED TO VERIFY A CONTINUOUS, VOID-FREE LINING SYSTEM HAS BEEN
INSTALLED.
10.
COMPOSITE AND POLYMER CONCRETE MANHOLES MUST INCLUDE COMPOSITE FRAMES AND
COVERS, COMPOSITE ADJUSTMENT RINGS, COMPOSITE OR POLYMER CONCRETE CONE AND
RISER SECTIONS AND CAST-IN-PLACE BASES WITH APPROVED PROTECTIVE COATING. REFER
LIST OF APPROVED PRODUCTS, SUPPLEMENTS TO MAG SECTIONS 345 AND 625, AND DETAILS
C-400 AND C401. COMPOSITE AND POLYMER CONCRETE MANHOLES AND MATERIALS USED
MUST BE AS SPECIFIED ON THE PLANS AND/OR TECHNICAL SPECIFICATIONS.
11. MANHOLES SERVING PUBLIC SEWER LINES 12-INCH AND SMALLER AND NOT WITHIN ARTERIAL
STREETS MUST BE COATED WITH A LATEX INSECTICIDE PAINT APPLIED IN ACCORDANCE WITH
THE MANUFACTURER'S RECOMMENDATIONS. REFER TO THE CITY’S LIST OF APPROVED
PRODUCTS FOR ALLOWABLE INSECTICIDE COATING PRODUCTS. THE COATING MUST BE
APPLIED IN ACCORDANCE WITH U.S. ENVIRONMENTAL PROTECTION AGENCY
RECOMMENDATIONS STARTING FROM THE TOP OF THE MANHOLE TO A DEPTH OF 8 FEET
BELOW.
12. MANHOLE FRAME AND COVERS MUST BE ADJUSTED PER C-401. DEBRIS SHIELDS MUST BE
USED TO PREVENT DEBRIS FROM ENTERING SANITARY SYSTEM. CONTRACTOR WILL BE
RESPONSIBLE TO CLEAN SYSTEM FOR A MINIMUM OF ONE REACH IF DEBRIS ENTERS SYSTEM.
ANY MISSING OR DEFECTIVE FRAMES OR COVERS MUST BE REPORTED TO THE CITY IN
WRITING DURING THE INITIAL LOCATION PROCESS TO ALLOW FOR TIMELY REPLACEMENT.
13.
ALL NEW 8" AND LARGER SEWER LINES (INCLUDING STUB-OUTS) MUST BE CLOSED CIRCUIT TV
(CCTV) INSPECTED BY CITY CCTV VENDER PRIOR TO FINAL ACCEPTANCE. CITY PAYS FOR THE
(
)
(
)
INITIAL INSPECTION IN ACCORDANCE WITH MAG SECTION 611. OWNER/CONTRACTOR MAY
(
)
(
)
CONTRACT DIRECTLY WITH CITY’S CCTV VENDER OR USE THEIR PREFERRED NASSCO
CERTIFIED CONTRACTOR FOR ADDITIONAL CCTV INSPECTION(S). SEWER LINES MUST BE
VACTORED AND WATER ADDED TO THE SYSTEM PRIOR TO CCTV INSPECTION, WITNESSED BY
( )
( )
CITY INSPECTOR. ANY DEFECTS IN THE PIPE, CONSTRUCTION METHODS, OR INADEQUATE
CLEANING MUST BE CORRECTED AT NO ADDITIONAL COST TO THE CITY. PIPE DEFLECTIONS
GREATER THAN ONE-INCH WILL NOT BE ALLOWED. CITY CCTV VENDER WILL INSPECT LINES
AGAIN PRIOR TO END OF ONE-YEAR WARRANTY, PAID BY THE CITY.
14.
A PLUG MUST BE INSTALLED AT THE POINT(S) OF CONNECTION TO EXISTING LINES (OUTFALLS)
AT THE START OF CONSTRUCTION PER C-403. EACH RESPECTIVE PHASE MUST BE PLUGGED
( )
(
( )
(
AND REMAIN PLUGGED UNTIL ACCEPTED BY THE CITY. NO FLOWS TO BE RELEASED INTO THE
CITY SANITARY SEWER UNTIL ALL TESTS HAVE BEEN PASSED AND APPROVED BY THE CITY.
FAILURE TO INSTALL PLUG MAY RESULT IN CLEANING EXISTING SEWER ONE-MILE IN EACH
DIRECTION.
SEWER NOTES (MARCH 2023):
(
)
1.
ALL EXTENSIONS TO EXISTING WATER LINES OVER ELEVEN (11) MONTHS IN AGESHALL HAVE
A NEW VALVE OF LIKE SIZE INSTALLED AT THE POINT OF EXTENSION. A ¾” SADDLE AND RISER
(
)
(
)
SHALL BE INSTALLED ON THE LINE BETWEEN THE NEW VALVE AND THE FIRST EXISTING
VALVE. THIS LINE WILL BE FLUSHED AND TESTED BY THE CITY AND THE ¾” NUT AND RISER
REMOVED.
2.
WATERLINES SHALL BE INSTALLED PER C-308 AND THE CITY SUPPLEMENT TO
SECTION 610. TESTING SHALL BE IN ACCORDANCE WITH SECTION 611. DEVELOPER IS
RESPONSIBLE FOR TESTING PRIVATE WATERLINES 4” AND LARGER.
3.
FIRE HYDRANTS SHALL BE FURNISHED BY THE CONTRACTOR AND INSTALLED IN
ACCORDANCE WITH C-303 AND C-305.
4.
ALL WATER SERVICE LINE AND METER BOX INSTALLATIONS SHALL CONFORM TO C-301.
METER BOXES AND LIDS SHALL BE SUPPLIED BY THE DEVELOPER AND INSTALLED FACING
THE LOT.
5.
CITY OF CHANDLER WILL FURNISH AND INSTALL ALL WATER METERS WITH PREVAILING
COSTS TO BE PAID BY DEVELOPER. THE CITY OF CHANDLER WATER DIVISION SHALL BE
NOTIFIED AT (480) 782-3700 24 HOURS PRIOR TO INSTALLATION. THE DEVELOPER SHALL
PROVIDE ANY NECESSARY WATER METER ADAPTERS FOR CONNECTION TO THE SERVICE
(
)
(
)
LINES.
6.
ALL VALVES 6" – 24" SHALL BE GATE TYPE IN CONFORMANCE WITH MAG
SECTION 630.3, UNLESS OTHERWISE NOTED.
7.
ALL VALVE BOXES SHALL CONFORM TO C-307.
8.
CITY WATER VALVES SHALL BE OPERATED BY CITY PERSONNEL ONLY. CITY REQUIRES A 48
HOUR NOTICE FOR SYSTEM SHUTDOWNS. CONTRACTOR IS REQUIRED TO NOTIFY AFFECTED
CUSTOMERS 24 HOURS PRIOR. BUSINESS' MAY REQUIRE AFTER HOURS SHUTDOWNS.
RESIDENTIAL FLOWS AFTER SHUTDOWN MAY REQUIRE A PUMP. CONTRACTOR IS
RESPONSIBLE TO INSTALL 2" TAPS TO RELIEVE PRESSURE AND ALLEVIATE RESIDUAL FLOWS
WHEN NEEDED.
9.
ALL TAPS SHALL USE A BRONZE SERVICE SADDLE. EIGHT (8) INCHES OR LESS SHALL BE
SINGLE STRAP AND TEN (10) INCHES OR GREATER SHALL BE DOUBLE STRAP.
( )
( )
10.
TAPS IN ACP SHALL BE MADE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE ACP
MANUFACTURERS ASSOCIATION.
11.
ALL FIRELINE PIPING, POTABLE WATER DISTRIBUTING PIPING LARGER THAN TWO (2) INCHES
IN DIAMETER SHALL HAVE TRACER WIRES INSTALLED PER C-408.
12.
ALL PIPE IN THE GROUND SHALL HAVE AWG THWN #14 INSULATED COPPER TRACING WIRE
ATTACHED TO THE PIPE AND INTERCONNECTED TO VALVES AT VALVE BOX SPACING
INTERVALS. WARNING TAPE IS TO BE USED BURIED A MINIMUM 12" ABOVE THE PIPE. SEE
C-408.
13. POLYETHYLENE ENCASEMENT SHALL CONFORM WITH THE APPLICABLE REQUIREMENTS OF
AWWA C600 & AWWA C-105.
14. MECHANICAL OR RESTRAINED JOINT DUCTILE IRON PIPE SHALL BE USED FOR WATER LINE
PROTECTION WHEN MAG STD DTL 404 IS SPECIFIED ON THE PLANS.
15.
VALVE BOX AND COVER GRADE LOCATED OUTSIDE OF A PAVED AREA SHALL BE SET ONE
HALF INCH ABOVE SIDEWALK OR ADJACENT GRADE PER C-317.
16. NO VALVE BOX SHALL BE LOCATED WITHIN SIDEWALK OR SIDEWALK RAMP.
17.
ALL 1" SERVICES SHALL BE INSTALLED WITH APPROVED ANGLE BALL METER VALVE, OF A SIZE
DEPENDENT ON WATER METER SIZE. SEE C-301.
18.
ALL FIRE HYDRANTS SHALL BE PROVIDED WITH “OUT OF SERVICE” SIGNS AT TIME OF
INSTALLATION. THE SIGNS SHALL COMPLY WITH C-303 AND SHALL REMAIN ON THE FIRE
HYDRANTS UNTIL THE WATER LINES ARE TESTED, APPROVED AND PRESSURIZED. THE SIGNS
SHALL BE REINSTALLED AT ANY TIME ANY FIRE HYDRANTS ARE TAKEN OUT OF SERVICE,
REGARDLESS OF REASON OR THE AMOUNT OF TIME THE FIRE HYDRANTS ARE EXPECTED TO
BE OUT OF SERVICE, AND DISPATCH SHALL BE NOTIFIED AT (480) 782-4130. ONLY CITY
PERSONNEL SHALL REMOVE A SIGN.
WATER NOTES (DECEMBER 2019):
(
)

PROJECT NO.
LAST SAVED BY:
FILE NAME:
BY
ZB
00-C-002
10
CIVIL
CONSTRUCTION NOTES 2
20208500C002.dwg
zbryan
202085-100000
 
 
 
DATE
REV
BY
DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
JOB NO.
DRAWING NO.
SHEET NO.
OBRF ION EXCHANGE OUTLET WASTE IMPROVEMENTS PROJECT
CITY OF CHANDLER, AZ
PRELIMINARY
DESIGN
(NOT FOR
CONSTRUCTION)
1.
RECLAIMED WATER LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH MAG SECTION 616,
CITY SUPPLEMENTS, AND THESE NOTES.
2.
THE MINIMUM DEPTH OF COVER WITHIN THE RIGHT-OF-WAY OF ARTERIAL STREETS SHALL
BE 7', AND IN ACCORDANCE WITH THE MANUFACTURER’S RECOMMENDATIONS.
3.
PIPE SEPARATION ALSO SHALL CONFORM TO ARIZONA RULE R18-9-602, PIPELINE
CONVEYANCES OF RECLAIMED WATER.
4.
A REDUCED PRESSURE BACKFLOW DEVICE SHALL BE INSTALLED, AS PART OF THE ORIGINAL
SYSTEM, ON A RECLAIMED WATER SYSTEM THAT WILL USE POTABLE WATER AS AN INITIAL
SOURCE AND WILL USE RECLAIMED WATER AS A SOURCE LATER. ON SUCH A SYSTEM,
CONCURRENT CONNECTIONS SHALL NOT BE MADE AT ANY TIME TO BOTH POTABLE WATER
AND RECLAIMED WATER SYSTEMS, REGARDLESS WHETHER ONE OR BOTH SYSTEMS ARE
DEVOID OF SUPPLY.
5.
PRIVATE RECLAIMED WATER LINES SHALL BE INSTALLED IN SLEEVES WHERE THEY CROSS
PUBLIC OR PRIVATE RIGHT-OF-WAY. PIPE SLEEVES SHALL BE PIPE MEETING THE
REQUIREMENTS FOR CONVEYANCE PIPE AND SHALL BE TWO NOMINAL SIZES LARGER WITH
LOCATOR WIRE AND I.D. TAPE PER C-408. ENCROACHMENT PERMIT REQUIRED.
6.
RECLAIMED WATER IRRIGATION SYSTEM SPRINKLER HEADS, VALVE BOXES AND COVERS, AND
FLOW CONTROL HANDLES ON VALVES SHALL BE PURPLE.
7.
THE WORDS ‘RECLAIMED WATER’ SHALL BE STENCILED ON BACKFLOW ASSEMBLIES USING THE
COLOR PURPLE OR SHALL BE OTHERWISE BE LEGIBLY MARKED.
8.
PVC PIPE SHALL NOT BE EXPOSED TO DIRECT ULTRAVIOLET RADIATION (SUNLIGHT) FOR MORE
THAN 30 DAYS, WHETHER THE TIME IS CONTINUOUS OR CUMULATIVE. PVC PIPE SHALL BE
(
)
(
)
PROTECTED FROM DIRECT ULTRAVIOLET RADIATION FOR ANY TIME OF EXPOSURE EXCEEDING
30 DAYS. PVC PIPE THAT HAS BEEN DISCOLORED BY EXPOSURE TO ULTRAVIOLET RADIATION IS
UNACCEPTABLE.
9.
VALVES 4" THROUGH 24" SHALL BE GATE VALVES UNLESS NOTED OTHERWISE. EACH VALVE
SHALL BE FURNISHED WITH A BAR WELDED TO THE OPERATING NUT IN ACCORDANCE WITH
C-406, THEREBY REQUIRING A TOOL WITH A KEY SLOT TO EXERCISE THE VALVE. VALVE BOXES
AND COVERS SHALL CONFORM TO C-406.
10. NO VALVE, RISER, BOX OR COVER SHALL BE LOCATED BENEATH OR WITHIN A SIDEWALK O
SIDEWALK RAMP.
11.
CITY RECLAIMED WATER VALVES SHALL BE OPERATED BY CITY OF CHANDLER PERSONNEL
ONLY.
12.
CITY OF CHANDLER WILL FURNISH AND INSTALL WATER METERS WITH PREVAILING COSTS PAID
BY THE DEVELOPER.
13. METER BOXES AND COVERS SHALL BE SUPPLIED BY THE DEVELOPER AND SHALL BE
INSTALLED BY THE CONTRACTOR FACING AWAY FROM THE STREET. METER BOXES FOR
METERS 2" AND SMALLER SHALL BE CONCRETE OR POLYMER CONCRETE AND SHALL
CONFORM TO MAG STD DTL 320. THE INSIDE OF EACH METER BOX SHALL BE PAINTED
PURPLE. METER BOX COVERS SHALL BE POLYMER CONCRETE AND SHALL CONFORM TO
C301. METER BOX COVERS SHALL BE CAST WITH THE WORDS “RECLAIMED WATER” IN THE
OUTSIDE SURFACE OR HAVE TAGS WITH THE WORDS “RECLAIMED WATER” FIRMLY ATTACHED
TO THE OUTSIDE SURFACE. LETTERING SIZE AND FORMAT SHALL BE SIMILAR TO THE
LETTERING IN MAG STD DTL 315. TAGS SHALL OTHERWISE MEET THE REQUIREMENTS FOR
RECLAIMED WATER VALVE TAGS.
14. METER VAULTS SHALL BE IN CONFORMANCE TO C-416. THE INSIDE OF EACH METER VAULT AND
METER BOX SHALL BE PAINTED PURPLE. METER VAULT AND METER BOX COVERS SHALL
INCLUDE THE WORDS “RECLAIMED WATER” AS REQUIRED FOR METER BOX COVERS ABOVE
FOR METERS 2" AND SMALLER. THE CITY OF CHANDLER WATER DISTRIBUTION DIVISION SHALL
BE NOTIFIED 24 HOURS BEFORE INSTALLATION AT (480) 782-3700.
15.
WARNING SIGNS: AREAS IRRIGATED WITH RECLAIMED WATER SHALL BE IDENTIFIED BY
SURFACE MOUNTED SIGNS, AT LEAST 12" WIDE BY 9" HIGH, OF C-405 PAGE 11 OF 12. SIGNS
SHALL BE PROMINENTLY LOCATED AT ALL SUBDIVISION AND PARK ENTRANCES, IN ALL AREAS
SUBJECT TO IRRIGATION, AND AT ALL LAKES AND WATER FEATURES. SIGNS SHALL BE POSTED
AT EACH PEDESTRIAN ENTRANCE AND ACCESS POINT TO AN AREA WHERE RECLAIMED WATER
IS USED. SIGNS SHALL BE SPACED AT A MAXIMUM INTERVAL OF 100 YARDS, EXCEPT FOR
ROADWAY MEDIANS, WHERE SIGNS MAY BE SPACED AT A MAXIMUM INTERVAL OF 300 YARDS.
16. RECLAIMED WATER LINES GREATER THAN OR EQUAL TO 4" IN DIAMETER SHALL BE TESTED IN
ACCORDANCE WITH THE SAME REQUIREMENTS AS POTABLE WATER LINES. RECLAIMED WATER
LINES LESS THAN 4" IN DIAMETER ARE NOT REQUIRED TO BE TESTED. ON A RECLAIMED WATER
SYSTEM THAT WILL NOT USE POTABLE WATER AS AN INITIAL SOURCE, RECLAIMED WATER MAY
BE USED IN LIEU OF POTABLE WATER TO FILL RECLAIMED WATER PIPE BEING TESTED.
DISINFECTION OF THE RECLAIMED WATER MAIN SHALL NOT BE REQUIRED.
17. RECLAIMED WATER LINES LARGER THAN TWO (2) INCHES IN DIAMETER SHALL HAVE LOCATOR
WIRE INSTALLED PER C-408.
RECLAIMED WATER NOTES (DECEMBER 2019):
(
)
1.
A GRADING PERMIT IS REQUIRED.
2.
APPROVED MINIMUM FINISH FLOOR ELEVATION SHALL NOT BE ALTERED.
3.
STAKING FINISH FLOOR ELEVATION IS THE RESPONSIBILITY OF THE DEVELOPER AND HIS
ENGINEER.
4.
CONTRACTOR SHALL PROVIDE GRADING FOR POSITIVE DRAINAGE IN ALL RETENTION BASINS
AT ELEVATIONS AS SHOWN ON THE PLANS. BOTTOM OF BASIN SHALL BE GRADED TO DRAIN
TOWARD DRYWELLS (WHEN USED). MAXIMUM SIDESLOPES SHALL BE 4:1.
5.
DRYWELL INLET GRATE SHALL BE FLUSH WITH ROAD SURFACE OR TURF, OR 1-1/2” ABOVE
THE FINISHED GRADE OF DECOMPOSED GRANITE LANDSCAPED AREAS.
6.
DRILLING LOGS FOR DRYWELLS WILL BE FURNISHED TO THE CITY INSPECTOR PRIOR TO
FINAL ACCEPTANCE.
7.
A PERCOLATION TEST SHALL BE REQUIRED OF COMPLETED DRYWELLS PRIOR TO
ACCEPTANCE. SHOULD EXISTING SOIL CONDITIONS BE ENCOUNTERED WHICH LACK
SUFFICIENT PERCOLATION RATES, ADDITIONAL DRYWELLS OR AN ALTERNATE METHOD OF
STORM WATER RUN-OFF DISPOSAL WILL BE REQUIRED.
8.
DRYWELL CONSTRUCTION SHALL BE DONE ONLY BY CONTRACTORS LICENSED BY THE
ARIZONA DEPARTMENT OF ENVIRONMENTAL QUALITY. APPLICATION FOR DRYWELL
REGISTRATION WAS SUBMITTED TO ARIZONA DEPARTMENT OF ENVIRONMENTAL QUALITY ON
_____________ (DATE).
9.
THE APPROVED DRYWELL REGISTRATION SHALL BE SUBMITTED TO THE CITY BY THE
DEVELOPER OR HIS ENGINEER AT THE TIME AS-BUILTS ARE SUBMITTED.
10.
ALL WEEP HOLES IN WALLS SHALL BE PROVIDED WITH EROSION PROTECTION 12" THICK WITH
D50 = 4" RIPRAP, 24" IN WIDTH, EXTENDED TO THE BACK OF SIDEWALK OR TO THE BOTTOM OF
RETENTION BASIN, WHICHEVER APPLIES.
11.
A RETAINING WALL WILL BE REQUIRED IF AT THE COMPLETION OF GRADING THERE EXISTS
MORE THAN ONE FOOT OF DIFFERENCE IN ELEVATION BETWEEN THIS SITE AND ADJACENT
PROPERTIES.
12.
SCREEN WALLS OVER 7’, RETAINING WALLS OVER 4’ MUST HAVE A BUILDING PERMIT AND BE
IN CONFORMANCE WITH CHANDLER BUILDING CODE.
13.
THE EXISTING RETENTION AND DRAINAGE FACILITIES ON THIS SITE WILL NOT BE REMOVED
FROM SERVICE UNTIL THE PERMANENT RETENTION AND DRAINAGE FACILITIES ARE
FUNCTIONAL.
GRADING AND DRAINAGE NOTES (DECEMBER 2019):
(
)
1.
THE LOCATION OF ALL VALVES MUST BE REFERENCED AT ALL TIMES BY THE CONTRACTOR
DURING CONSTRUCTION.
2.
NO PAVING CONSTRUCTION SHALL BE PERFORMED UNTIL ALL UNDERGROUND UTILITIES
WITHIN THE RIGHT-OF-WAY HAVE BEEN COMPLETED.
3.
THE BASE COURSE WILL NOT BE PLACED ON SUBGRADE UNTIL BASE REQUIREMENTS HAVE
BEEN COMPLETED AND ACCEPTED BY THE CITY ENGINEER.
4.
GUTTERS WILL BE WATER TESTED IN THE PRESENCE OF THE CITY ENGINEER TO INSURE
PROPER DRAINAGE PRIOR TO FINAL APPROVAL.
5.
THE EXACT POINT OF PAVEMENT MATCHING FOR TERMINATION AND OVERLAY MAY BE
DETERMINED IN THE FIELD BY THE CITY ENGINEER.
6.
NO JOB WILL BE CONSIDERED COMPLETE UNTIL ALL CURBS, PAVEMENTS AND SIDEWALKS
HAVE BEEN SWEPT CLEAN OF ALL DIRT AND DEBRIS.
7.
STREET NAME SIGNS WILL BE INSTALLED BY THE CITY ON DEVELOPER INSTALLED POLES AT
THE DEVELOPER'S EXPENSE. POLES SHALL BE PER C-613. PAYMENT WILL BE COLLECTED AT
THE TIME A PAVING PERMIT IS ISSUED.
8.
ALL TRAFFIC CONTROL SIGNS SHALL BE CONSTRUCTED OF HIGH INTENSITY GRADE SHEETING,
UNLESS OTHERWISE NOTED.
9.
ALL STREET SECTIONS, EXCEPT ARTERIALS, SHALL HAVE INSTALLED A PRESERVATIVE SEAL
COAT PER MAG SECTION 334 AND SHALL BE AN ASPHALT EMULSION SEALERPER MAG SECTION
718.3. THE SEAL SHALL BE INSTALLED AT THE END OF THE WARRANTY PERIOD, OR AT THE
CITY'S OPTION, A FEE MAY BE COLLECTED IN LIEU OF THE APPLICATION.
10.
ALL CURB-OPENING CATCH BASIN BASIN ACCESS COVERS SHALL BE PER MAG STD DTL 536,
ALTERNATE COVER. A STORM DRAIN INLET MARKER IN ACCORDANCE WITH C-508 SHALL BE
INSTALLED ON THE TOP OF THE CURB AND ALIGNED WITH THE CENTER OF THE INLET.
11. PAVEMENT MATCHING AND SURFACING REPLACING SHALL BE IN ACCORDANCE WITH MAG STD
DTL 200, MAG SECTION 336, AND SECTION 337. ALL CRACKS AND JOINTS SHALL BE SEALED,
UNLESS OTHERWISE DIRECTED BY CITY ENGINEER OR STREET SUPERINTENDENT.
PAVING NOTES (DECEMBER 2019):
(
)
DRYWELL
KEY MAP #
ADEQ REG.
#
FIELD PERC RATE
(CFS)
(
)
NA
-
-
-
-
-
-
-
-

PROJECT NO.
LAST SAVED BY:
FILE NAME:
BY
ZB
00-C-003
11
CIVIL
 NOTES, LEGEND, AND SYMBOLS
20208500C003.dwg
BYeary
202085-100000
 
 
 
DATE
REV
BY
DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
JOB NO.
DRAWING NO.
SHEET NO.
OBRF ION EXCHANGE OUTLET WASTE IMPROVEMENTS PROJECT
CITY OF CHANDLER, AZ
PRELIMINARY
DESIGN
(NOT FOR
CONSTRUCTION)
X
NOTES
SYMBOLS
SYMBOL
DESCRIPTION
FLOW/SLOPE
DIRECTION
MANHOLE (PROFILE)
MANHOLE (PLAN)
PULL BOX
POWER TOWER
SYMBOL
DESCRIPTION
ROCK WALL
BURIED VALVE
HEADWALL
CABLE TV
UTILITY POLE
UTILITY POLE GUY WIRE
PIPE CAP OR
CONNECTION
CHECK VALVE
FLANGE
PLUG VALVE
REDUCER
GUARD POST
P
CTV
T
PH
SHRUB/HEDGE
TREE
T
TELEPHONE PEDESTAL
CO
CLEANOUT
AIR RELEASE VALVE
BLOW OFF VALVE
LIGHT
PP
POWER POLE
SIGN/SIGN POST
ELECTRICAL MANHOLE
AND PULL BOX
SERVICE CONNECTION
GATE
LINE WORK
PHXX
HOSE BIBB / YARD HYDRANT
FIRE HYDRANT
CATCH BASIN
E
POTHOLE
POTHOLE NUMBER
BALL VALVE
GATE VALVE
M
METER BOX
BUTTERFLY VALVE
NOTE: ALL SYMBOLS SHOWN AS NEW.
EXISTING SYMBOLS ARE SCREENED.
COORDINATES / ELEVATION
ROADWAY / PIPE CURVES
COORDINATES
SLOPE CALLOUT
CONTROL POINT
2
1
X 1325.00
PT
RADIUS
ANGLE
CLOCKWISE
PC
EDGE OF PVMT OR
OUTSIDE FACE OF
CURB
CXX
SPOT ELEVATION
FG XX.XX
EXISTING SPOT ELEVATION
2:1
N=XXXXXX.XX
E=XXXXXX.XX
N=1600000
E=1000000
2.0%
S=0.0020
ROADWAY / PIPE CURVE
(SEE TABLE ON EACH
PAVING AND GRADING OR
CIVIL PIPING DWG WITH
ROADWAY / PIPE CURVES.)
LENGTH
CURVE NUMBER
RADIUS POINT
XX
XX
SHORING
/\/\/\/\\ \/\/\\ \/\/\\ \/\/\\ \/\/\\ \/\/\\ \/\/\\ \/\/\\ \/\/\\ \/\/\\ \/\/\\ \/\/\\ \/\/\\ \/\/\\ \/\/\\ \/\/\\ \/\/\\ \/\/\\ \/\/\\ \/\/\\ \/\/\\ \/\/\\ \/\/\\ \/\/\\ \/\/\\ \/\/\\ \/\/\\ \/\/\\ \/\/\\ \/\/\\ \/\/\\ \/\/\\ \/\/\\ \/\/\\ \/\/\\ \/\/\\ \/\/\\ \/\/\\ /\\/\
X
FLOWLINE
GUARDRAIL
NEW ROAD
EXISTING CONTOURS (SCREENED)
NEW FENCE
POWER POLE & LINE
EXISTING FENCE (SCREENED)
EXISTING ROAD (SCREENED)
PROPERTY LINE OR RIGHT OF WAY
REMOVE OR ABANDONED (CROSS
HATCHING: FENCE SHOWN AS EXAMPLE)
SLOPE
EXISTING PIPING (TRIPLE LINES) (SCREENED)
NEW PIPING (SINGLE LINE)
NEW PIPING (TRIPLE LINES)
EXISTING STRUCTURES (SCREENED)
EXISTING PIPING (SINGLE LINE)(SCREENED)
CENTER, MONUMENT, OR SURVEY LINE
PP
X
X
X
X
X
X
X
X
OHE
OHE
OHE
O
OHE
CTV
CTV
CTV
CTV
CABLE TV (UNDERGROUND)
FIBER OPTIC
NG
NG
NG
NG
NATURAL GAS
SANITARY SEWER
STORM DRAIN
310
310
NEW STRUCTURES OR EDGE OF PAVEMENT
FUTURE ROAD, WATER EDGE OR RIDGE
HIDDEN LINE OR TRAIL EDGE
FO
FO
FO
FO
UNDERGROUND ELECTRIC
RAILROAD TRACKS
FUEL
TELEPHONE
WATER
NEW CONTOURS
SILT FENCE
SF
SF
SF
SF
SF
SF
SF
EASEMENT
EXISTING EASEMENT
CITY LIMITS
EXISTING GRADE (PROFILE)
PROPOSED GRADE (PROFILE)
CURB
CURB & GUTTER
SWALE
LOC
LOC
LOC
LOC
UGE
UGE
UGE
UGE
F
F
F
F
SS
SS
SS
SS
SD
SD
SD
SD
TEL
TEL
TEL
TEL
W
W
W
W
FORCEMAIN SANITARY SEWER
FM
FM
FM
FM
LIMITS OF CONSTRUCTION
CONTROL POINT
SOIL BORING LOCATIONS
B-XX
XX
EXISTING MONUMENT
EXISTING CONTROL POINT
MATCH LINE
HATCH PATTERNS
STAGING AREA
CLSM
TREAD PLATE
AGGREGATE
BASE COURSE
(ABC)
ASPHALT PAVING
GRATING
BEDROCK
CONCRETE
(ALL CLASSES)
DRAIN ROCK
GRAVEL
RIPRAP
EXISTING/
UNDISTURBED
SOIL
STRUCTURAL
FILL OR BACKFILL
STEEL
LANDSCAPING
SPAN
1.
EXISTING UTILITIES IN THE PROJECT MAY BE IN A FRAGILE CONDITION.
THE CONTRACTOR SHALL EXERCISE NECESSARY CAUTION WHEN
WORKING NEAR EXISTING UTILITIES.
2.
PLAN LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES ARE BASED
ON RECORD DRAWINGS, POTHOLING AND SURVEY INFORMATION AND
ARE CONSIDERED APPROXIMATE ONLY. WHERE NO ELEVATIONS ARE
SHOWN, NO INFORMATION WAS AVAILABLE DURING THE DESIGN
PERIOD.
3.
SOME UTILITY SERVICES MAY NOT BE SHOWN ON THESE DRAWINGS.
THE CONTRACTOR SHALL TAKE NECESSARY MEASURES TO LOCATE
AND PROTECT SERVICE DURING CONSTRUCTION.
4.
CONTRACTOR SHALL CALL THE ARIZONA 811 AT (602) 263-1100 PRIOR
TO ANY EXCAVATION ACTIVITIES.
5.
THE LOCATION, SIZE, AND MATERIALS OF EXISTING UNDERGROUND
UTILITIES SHOWN ON THESE DRAWINGS ARE APPROXIMATE AND IS
SHOWN FOR BIDDING PURPOSES. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CONTACT THE UTILITY OWNERS SO THAT THOSE
UTILITIES MAY MARK THE LOCATION OF THEIR UTILITIES PRIOR TO ANY
EXCAVATION ACTIVITIES. THE CONTRACTOR SHALL BE RESPONSIBLE
TO LOCATE AND PROTECT EXISTING UTILITIES.
1.
DIMENSIONS TO STRUCTURES, REFERENCED PIPING, PAVING, AND
OTHER IMPROVEMENTS IS APPROXIMATE. THE CONTRACTOR SHALL
FIELD VERIFY ALL DIMENSIONS AND CONDITIONS 14 DAYS IN ADVANCE
OF THE CONSTRUCTION PROGRESS. THE CONTRACTOR SHALL REPORT
ANY DISCREPANCIES TO THE ENGINEER.
2.
CONTRACTOR SHALL MAINTAIN A MINIMUM CLEARANCE OF 6 FEET
HORIZONTAL AND 2 FEET VERTICAL BETWEEN THE SEWER LINES AND
EXISTING WATER LINES.
3.
IN ALL LOCATIONS WHERE TRENCH PLATE IS USED FOR VEHICULAR OR
PEDESTRIAN TRAFFIC, THE CONTRACTOR SHALL APPLY SKID RESISTANT
COATING ON THE TRENCH PLATES AND COLD MIX ASPHALT CONCRETE
AT THE EDGES. THE TRENCH PLATES SHALL BE NOTCHED INTO THE
ASPHALT, CONCRETE, OR TRAVELED SURFACE TO PREVENT SLIPPAGE
AND ROCKING UNDER TRAFFIC.
4.
THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL PROPERTIES
ADJACENT TO THE WORK, THROUGHOUT THE CONSTRUCTION PERIOD.
5.
ALL OPEN TRENCHES, WORK AREAS AND SHAFTS SHALL HAVE A
SHORING SYSTEM IN ACCORDANCE WITH OSHA, STATE AND LOCAL
REQUIREMENTS.
6.
THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE, COUNTY,
AND LOCAL LAWS AND ORDINANCES RELATING TO THE SAFETY AND
CHARACTER OF WORK, EQUIPMENT AND PERSONNEL. THIS INCLUDES
BUT IS NOT LIMITED TO SHEETING, SHORING, BRACING, VENTILATION,
CONFORMANCE WITH TRAFFIC CONTROL AND MAINTENANCE OF
BARRICADES AND WARNING DEVICES.
8.
LAYOUT DRAWINGS ARE REQUIRED FOR PIPING INSTALLED.
9.
ALL ROAD DITCHES, FENCE LINES, PASTURES AND SIMILAR AREAS SHALL
BE RESTORED.
10.
CONTRACTOR SHALL TAKE ALL PRACTICAL PRECAUTIONS TO MINIMIZE
DISTURBANCES TO STREAMS, VEGETATION, TREES AND CROP LANDS.
WHEREVER PRACTICAL LEAVE EXISTING TREES AND VEGETATED AREAS
UNDISTURBED.
GENERAL PIPELINE NOTES:
UTILITY NOTES:
1.
CLEAR THE CONSTRUCTION AREA OF NATURAL OBSTRUCTIONS
EXISTING FOUNDATIONS, BUILDINGS, FENCES, LUMBER, WALLS,
STUMPS, BRUSH, WEEDS, RUBBISH, TREES, BOULDERS, AND ANY
OTHER ITEMS WHICH INTERFERES WITH CONSTRUCTION OPERATIONS
OR ARE DESIGNATED FOR REMOVAL.
2.
GRUB OUT AND DISPOSE OF TREE TRUNKS AND ROOT MATERIAL
BELOW THE GROUND SURFACE REMAINING AFTER CLEARING.
3.
DISPOSE OF THE UNACCEPTABLE BACKFILL MATERIAL FROM THE
CLEARING AND GRUBBING OPERATIONS AT NO ADDITIONAL COST TO
THE OWNER.
4.
STRIP AND STOCKPILE THE TOPSOIL. THE DEPTH OF STRIPPING SHALL
BE ESTIMATED TO BE 12-INCHES BUT WILL BE DETERMINED IN THE
FIELD AS SOIL CONDITIONS DICTATE.
5.
REPLACE STOCKPILED SOIL AND RESTORE SITE.
6.
ROCK AND AGGREGATE STORAGE AREAS SHALL BE RESTORED BY
EXCAVATING ANY SOILS CONTAINING ROCK OR AGGREGATE AND
BACKFILLING WITH TOPSOIL.
EARTHWORK NOTES:
1.
FOLLOWING NOTES ARE GENERAL AND APPLY TO ALL SHEETS OF THESE
CONTRACT DOCUMENTS AS IS THEY WERE WRITTEN IN THEIR ENTIRETY ON
EACH SHEET.
2.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK
AND SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES.
CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING
CONDITIONS INCLUDING LOCATION AND DIMENSIONS OF ALL EXISTING
CONSTRUCTION AND UTILITIES. CONTRACTOR SHALL NOTIFY ENGINEER IF
THERE IS A CONFLICT BETWEEN THE CONTRACT DOCUMENTS AND EXISTING
CONSTRUCTION BEFORE PROCEEDING WITH WORK.
3.
UNLESS DETAILED, SPECIFIED, OR OTHERWISE INDICATED ON THE
DRAWINGS, CONSTRUCTION SHALL BE AS INDICATED IN THE APPLICABLE
TYPICAL DETAILS AND GENERAL NOTES. TYPICAL DETAILS SHALL APPLY
EVEN THOUGH NOT REFERENCED AT SPECIFIC LOCATIONS ON DRAWINGS.
4.
WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART
OF WORK. DETAILS SHALL BE IN THE SAME AS FOR OTHER SIMILAR WORK.
5.
CONTRACTOR SHALL COMPLY WITH LOCAL CONSTRUCTION STORM WATER
DISCHARGE REGULATIONS AND REQUIREMENTS.
6.
PRIOR TO EXCAVATION FOR NEW STRUCTURES, ELECTRICAL CONDUIT,
FABRICATION OF NEW PIPING AND/OR OTHER PROPOSED UTILITIES,
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF
ALL EXISTING PIPING AND UTILITIES IN THE CONSTRUCTION AREA. THE
CONTRACTOR SHALL TEMPORARILY RELOCATE CONFLICTING EXISTING
UTILITIES AT TIE-IN/CONNECTION LOCATIONS AND REINSTALL THEM AS
REQUIRED TO ELIMINATE THE CONFLICT AT NO ADDITIONAL COST TO THE
OWNER.
7.
ALL PIPELINES 12" AND LARGER SHALL HAVE A MINIMUM COVER OF 36"
UNLESS THE COVER DEPTH IS SPECIFICALLY INDICATED ON THE DRAWINGS.
PIPE SMALLER THAN 12" SHALL HAVE A MINIMUM COVER OF 30" UNLESS
NOTED OTHERWISE. PIPES SHALL BE ROUTED AS SHOWN UNLESS MINOR
REVISIONS ARE NECESSARY TO MISS EXISTING PIPES, STRUCTURES, ETC.
CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL FITTINGS AND
ADAPTERS REQUIRED TO MAKE THE ROUTING CHANGES AT NO ADDITIONAL
COST TO THE OWNER. CONTRACTOR SHALL INCLUDE COST FOR THIS IN THE
BID.
8.
EXISTING FACILITY AND UTILITY INFORMATION SHOWN ON THE DRAWINGS
WAS OBTAINED FROM AVAILABLE RECORDS OR ELECTRONIC FILES.
NEITHER THE OWNER NOR ENGINEER ASSUMES ANY RESPONSIBILITY FOR
FACILITIES AND UTILITIES NOT SHOWN OR NOT IN THE LOCATION SHOWN.
THE CONTRACTOR SHALL FIELD VERIFY ALL LOCATIONS, SIZES, MATERIAL
TYPES, AND ELEVATIONS SHOWN AROUND OR NEAR AREAS OF NEW
CONSTRUCTION PRIOR TO START OF CONSTRUCTION.
9.
THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES
NECESSARY TO PROTECT FROM DAMAGE EXISTING FACILITIES AND
UTILITIES SHOWN OR NOT SHOWN THAT ARE TO REMAIN IN PLACE. ALL
FACILITIES DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE
EXPEDITIOUSLY REPAIRED OR RECONSTRUCTED TO THE ORIGINAL OR
BETTER CONDITION AT THE CONTRACTOR'S EXPENSE WITHOUT ADDITIONAL
COMPENSATION.
10.
CONTRACTOR SHALL MAKE CONNECTIONS TO EXISTING PIPE, EQUIPMENT,
ETC. AS REQUIRED AND SHALL PROVIDE ALL FITTINGS, ADAPTERS, AND
APPURTENANCES REQUIRED TO MAKE THE CONNECTIONS. PROVIDE ALL
SUPPORTS REQUIRED FOR A RIGIDLY SUPPORTED COMPLETE AND
WORKING SYSTEM.
11.
ADJUST ALL VALVE BOXES, VAULTS, PULL BOXES, AND MANHOLES TO
FINISHED GRADE UNLESS OTHERWISE SHOWN OR DIRECTED. MANHOLES IN
OPEN FIELDS SHALL BE SET TWELVE INCHES ABOVE FINISHED GRADE AND
VAULTS SHALL BE SIX INCHES ABOVE FINISHED GRADE.
12.
THE CONTRACTOR SHALL CONTACT THE PROPER UTILITY REPRESENTATIVE
FOR QUESTIONS OR COORDINATION OF CONSTRUCTION RELATED TO
EXISTING UTILITIES.
13.
CONTRACTOR SHALL VERIFY THAT PIPING SHOWN TO BE ABANDONED OR
AS ABANDONED PREVIOUSLY IS NO LONGER IN SERVICE. LINES IN SERVICE
SHALL BE MAINTAINED UNTIL NO LONGER REQUIRED BY THE PLANT.
14.
ALL EXISTING PIPES THAT ARE TO BE ABANDONED IN PLACE OR REMOVED
MAY NOT BE SHOWN. WHERE PIPING IS TO BE ABANDONED AND MUST
REMAIN IN SERVICE UNTIL COMPLETION OF OTHER PHASES OF WORK, AND
IT CONFLICTS WITH NEW PIPING, TEMPORARILY RELOCATE PIPING AS
REQUIRED TO MAINTAIN SERVICE BY THE PLANT.
15.
CONTRACTOR SHALL REROUTE THE EXISTING PIPING IF REQUIRED TO MISS
THE PROPOSED STRUCTURES. THE EXISTING PIPE SHALL REMAIN IN
SERVICE UNTIL NEW PIPING IS READY TO BE PLACED INTO SERVICE.
DOWNTIME SHALL BE A MAXIMUM OF 2 HOURS, UNLESS SPECIFIED OR
SHOWN OTHERWISE.
16.
ALL SIDEWALKS TO BE 3'-0" WIDE UNLESS SHOWN OTHERWISE.
17.
THE CONTRACTOR SHALL TAKE SPECIAL PRECAUTIONS IN THE VICINITY OF
ANY OVERHEAD ELECTRIC CONTRACTOR SHALL ABIDE BY THE NATIONAL
ELECTRIC CODE AND ANY REQUIREMENT BY THE OWNER OF THE ELECTRIC
LINES.
18.
PROVIDE ALL SHEETING/SHORING REQUIRED TO PROTECT EXISTING
STRUCTURES, PIPES AND FACILITIES.
19.
CONTRACTOR SHALL VERIFY LOCATION OF ALL ARCHITECTURAL,
MECHANICAL, AND ELECTRICAL ITEMS BEFORE PLACING ANY STRUCTURAL
STEEL OR CONCRETE. ALSO, STRUCTURAL DIMENSIONS AND OPENINGS
CONTROLLED BY ARCHITECTURAL, MECHANICAL, OR ELECTRICAL
EQUIPMENT SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO
CONSTRUCTION.
20.
MECHANICAL AND ELECTRICAL EQUIPMENT SUPPORTS, ANCHORAGES,
OPENINGS, RECESSES, AND REVEALS NOT SHOWN ON THE STRUCTURAL
DRAWINGS, THAT ARE REQUIRED BY OTHER CONTRACT DRAWINGS, SHALL
BE PROVIDED PRIOR TO CASTING CONCRETE.
GENERAL NOTES:

OLD PRICE ROAD
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16+00
SWW (2)
 
 
 
PROJECT NO.
LAST SAVED BY:
FILE NAME:
BY
ZB
DS
00-C-004
13
CIVIL
OVERALL SITE LAYOUT
AND SURVEY CONTROL
20208500C004.dwg
zbryan
202085-100000
 
 
 
 
DATE
REV
BY
DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
JOB NO.
DRAWING NO.
SHEET NO.
OBRF ION EXCHANGE OUTLET WASTE IMPROVEMENTS PROJECT
CITY OF CHANDLER, AZ
PRELIMINARY
DESIGN
(NOT FOR
CONSTRUCTION)
160'
80'
0
40'
SCALE: 1" = 80'
EXISTING
CHEMICAL
STORAGE
YARD PIPING PLAN I DWG NO. 11-C-001
PAVING & GRADING PLAN I DWG NO. 10-C-001
YARD PIPING PLAN II DWG NO. 11-C-002
PAVING & GRADING PLAN II DWG NO. 10-C-002
YARD PIPING PLAN III DWG NO. 11-C-003
PAVING & GRADING PLAN III DWG NO. 10-C-003
YARD PIPING PLAN IV DWG NO. 11-C-004
PAVING & GRADING PLAN IV DWG NO. 10-C-004
YARD PIPING PLAN V DWG NO. 11-C-005
EXISTING TREATMENT
COMPLEX
EXISTING
RETENTION
BASIN
EXISTING
SOLIDS
HANDLING
BLDG
EXISTING TREATMENT
ELECTRICAL BLDG
EXISTING BRINE
CONCENTRATOR
SYSTEM
EXISTING ION EXCHANGE
WASTE TANK
EXISTING MAIN
ELECTRICAL BLDG
EXISTING WEAK
ACID CATION
EXISTING RO
FACILITY
EXISTING PLANT
WATER PUMP
STATION
EXISTING ASR WELL
EXISTING DECANT
PUMP STATION
EXISTING EVAPORATION
POND NO. 1
EXISTING ASR WELL
EXISTING EVAPORATION
POND NO. 2
EXISTING EVAPORATION
POND NO. 3
EXISTING EVAPORATION
POND NO. 4
HORIZONTAL CONTROL PROVIDED BY:
DAVID EVANS AND ASSOCIATES INC
4600 EAST WASHINGTON ST, SUITE 430
PHOENIX ARIZONA 85034
PHONE: (602)678-5151
FOR THE 2013 OCOTILLO BRINE REDUCTION DESIGN BUILD PROJECT
CONTROL AND TOPOGRAPHY INFORMATION HAS NOT BEEN FIELD VERIFIED
CONTRACTOR SHALL ESTABLISH CONTROL USING CITY OF CHANDLER BENCHMARKS
AND NOTIFY ENGINEER OF ANY DISCREPANCIES.
GENERAL NOTES:
BENCHMARK
BEARING AND DISTANCE BETWEEN C.O.C. CONTROL POINTS 38 & 44A:  SOUTH 41° 32' 23" EAST,
6578.30' (MEASURED) & 6578.34' (RECORD)
LEICA SMARTNET HORIZONTAL CONTROL POINTS:
COORDINATE SYSTEM
BASIS OF BEARING
CITY OF CHANDLER DATUM
FIELD DATA COLLECTED USING LEICA SMARTNET WITH MARICOPA COUNTY, ARIZONA
LOW DISTORTION PROJECTION, DEFINED AS FOLLOWS:
MAP PROJECTION:  LAMBERT CONFORMAL CONIC, SINGLE PARALLEL
STANDARD PARALLEL/GRID ORIGIN:  33° 15' 00.000" N
CENTRAL MERIDIAN:  112° 15' 00.000" W
FALSE NORTHING (AT GRID ORIGIN):  1,500,000.000 IFT
FALSE EASTING (AT CENTRAL MERIDIAN):  2,500,000.000 IFT
STANDARD PARALLEL SCALE:  1.000045
DESIGNATION:  AZTP (RTCM 1865)
DATUM ADJUSTMENT/EPOCH:  NAD83(CORS)/2002
LATITUDE:  33° 26' 44.464" N
LONGITUDE:  111° 56' 15.469" W
ELLIPSOID HEIGHT:  1185.236 IFT
COORDINATES HAVE BEEN TRANSLATED AND ROTATED TO MATCH CITY OF CHANDLER (C.O.C.)
HORIZONTAL & VERTICAL CONTROL POINT NUMBERS 38 & 44A.
CONTROL POINT NUMBER 38:  SECTION 7, T2S, R5E, 3" BRASS CAP IN CONCRETE, 200' EAST OF
SOUTHWEST CORNER OF SECTION 6, APPROXIMATE INTERSECTION OF OLD PRICE ROAD AND
GERMANN
ROAD (WESTERLY TERMINUS OF EXISTING ROADWAY FOR GERMANN), 57' SOUTH OF THE NORTH
FACE
OF CURB LINE.
NORTHING:  828,007.232
EASTING:  707,380.141
CONTROL POINT NUMBER 44A:  SECTION 8, T2S, R5E, 3" BRASS CAP IN CONCRETE, FLUSH, AT
INTERSECTION OF ARROYO DRIVE AND HAWK COURT, 240' NORTH OF QUEEN CREEK ROAD AND 750'
EAST OF DOBSON ROAD.
NORTHING:  823,083.368
EASTING:  711,742.493
DISTANCES SHOWN ON THIS SURVEY ARE GROUND DISTANCES IN INTERNATIONAL FEET.
CONTROL POINT NUMBER 38:  SECTION 7, T2S, R5E, 3" BRASS CAP IN CONCRETE, 200' EAST OF
SOUTHWEST CORNER OF SECTION 6, APPROXIMATE INTERSECTION OF OLD PRICE ROAD AND
GERMANN
ROAD (WESTERLY TERMINUS OF EXISTING ROADWAY FOR GERMANN), 57' SOUTH OF THE NORTH
FACE
OF CURB LINE.
ELEVATION:  1183.26 FT (NAVD88)
ELEVATIONS ARE ON THE CITY OF CHANDLER VERTICAL DATUM (NAVD 88)

OLD PRICE ROAD
SWW (2)
 
 
 
J
N: 819207.91 ±
E: 707500.98 ±
STA 10+00.00
N: 819191.97 ±
E: 707499.65 ±
STA 10+16.21±
N: 819204.72 ±
E: 707499.65 ±
STA 10+03.46 ±
PROJECT NO.
LAST SAVED BY:
FILE NAME:
BY
ZB
DS
11-C-004
13
CIVIL
YARD PIPING PLAN IV
20208511C004.dwg
zbryan
202085-100000
 
 
 
 
DATE
REV
BY
DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
JOB NO.
DRAWING NO.
SHEET NO.
OBRF ION EXCHANGE OUTLET WASTE IMPROVEMENTS PROJECT
CITY OF CHANDLER, AZ
PRELIMINARY
DESIGN
(NOT FOR
CONSTRUCTION)