Riverside City Council
March 7, 2023

City of Riverside
Design-Build of Storm Drain Maintenance Building (2175), bidding on 06/23/2022 5:00 PM (PDT)

Printed 09/13/2022
PlanetBids, Inc.

City of Riverside
Design-Build of Storm Drain Maintenance Building (2175), bidding on 06/23/2022 5:00 PM (PDT)

Printed 09/13/2022
PlanetBids, Inc.

City of Riverside
Design-Build of Storm Drain Maintenance Building (2175), bidding on 06/23/2022 5:00 PM (PDT)

Printed 09/13/2022
PlanetBids, Inc.

City of Riverside
Design-Build of Storm Drain Maintenance Building (2175), bidding on 06/23/2022 5:00 PM (PDT)

Printed 09/13/2022
PlanetBids, Inc.

City of Riverside
Design-Build of Storm Drain Maintenance Building (2175), bidding on 06/23/2022 5:00 PM (PDT)

Printed 09/13/2022
PlanetBids, Inc.

City of Riverside
Design-Build of Storm Drain Maintenance Building (2175), bidding on 06/23/2022 5:00 PM (PDT)

Printed 09/13/2022
PlanetBids, Inc.

City of Riverside
Design-Build of Storm Drain Maintenance Building (2175), bidding on 06/23/2022 5:00 PM (PDT)

Printed 09/13/2022
PlanetBids, Inc.

City of Riverside
Design-Build of Storm Drain Maintenance Building (2175), bidding on 06/23/2022 5:00 PM (PDT)

Printed 09/13/2022
PlanetBids, Inc.

City of Riverside
Design-Build of Storm Drain Maintenance Building (2175), bidding on 06/23/2022 5:00 PM (PDT)

Printed 09/13/2022
PlanetBids, Inc.

City of Riverside
Design-Build of Storm Drain Maintenance Building (2175), bidding on 06/23/2022 5:00 PM (PDT)

Printed 09/13/2022
PlanetBids, Inc.

City of Riverside
Design-Build of Storm Drain Maintenance Building (2175), bidding on 06/23/2022 5:00 PM (PDT)

Printed 09/13/2022
PlanetBids, Inc.

City of Riverside
Design-Build of Storm Drain Maintenance Building (2175), bidding on 06/23/2022 5:00 PM (PDT)

Printed 09/13/2022
PlanetBids, Inc.

City of Riverside
Design-Build of Storm Drain Maintenance Building (2175), bidding on 06/23/2022 5:00 PM (PDT)

Printed 09/13/2022
PlanetBids, Inc.

City of Riverside
Design-Build of Storm Drain Maintenance Building (2175), bidding on 06/23/2022 5:00 PM (PDT)

Printed 09/13/2022
PlanetBids, Inc.

City of Riverside
Design-Build of Storm Drain Maintenance Building (2175), bidding on 06/23/2022 5:00 PM (PDT)

Printed 09/13/2022
PlanetBids, Inc.

City of Riverside
Design-Build of Storm Drain Maintenance Building (2175), bidding on 06/23/2022 5:00 PM (PDT)

Printed 09/13/2022
PlanetBids, Inc.

City of Riverside
Design-Build of Storm Drain Maintenance Building (2175), bidding on 06/23/2022 5:00 PM (PDT)

Printed 09/13/2022
PlanetBids, Inc.

City of Riverside
Design-Build of Storm Drain Maintenance Building (2175), bidding on 06/23/2022 5:00 PM (PDT)

Printed 09/13/2022
PlanetBids, Inc.

City of Riverside
Design-Build of Storm Drain Maintenance Building (2175), bidding on 06/23/2022 5:00 PM (PDT)

Printed 09/13/2022
PlanetBids, Inc.

City of Riverside
Design-Build of Storm Drain Maintenance Building (2175), bidding on 06/23/2022 5:00 PM (PDT)

Printed 09/13/2022
PlanetBids, Inc.

City of Riverside
Design-Build of Storm Drain Maintenance Building (2175), bidding on 06/23/2022 5:00 PM (PDT)

Printed 09/13/2022
PlanetBids, Inc.

City of Riverside
Design-Build of Storm Drain Maintenance Building (2175), bidding on 06/23/2022 5:00 PM (PDT)

Printed 09/13/2022
PlanetBids, Inc.

City of Riverside
Design-Build of Storm Drain Maintenance Building (2175), bidding on 06/23/2022 5:00 PM (PDT)

Printed 09/13/2022
PlanetBids, Inc.

City of Riverside
Design-Build of Storm Drain Maintenance Building (2175), bidding on 06/23/2022 5:00 PM (PDT)

Printed 09/13/2022
PlanetBids, Inc.

City of Riverside
Design-Build of Storm Drain Maintenance Building (2175), bidding on 06/23/2022 5:00 PM (PDT)

Printed 09/13/2022
PlanetBids, Inc.

City of Riverside
Design-Build of Storm Drain Maintenance Building (2175), bidding on 06/23/2022 5:00 PM (PDT)

Printed 09/13/2022
PlanetBids, Inc.

City of Riverside
Design-Build of Storm Drain Maintenance Building (2175), bidding on 06/23/2022 5:00 PM (PDT)

Printed 09/13/2022
PlanetBids, Inc.

City of Riverside
Design-Build of Storm Drain Maintenance Building (2175), bidding on 06/23/2022 5:00 PM (PDT)

Printed 09/13/2022
PlanetBids, Inc.

City of Riverside
Design-Build of Storm Drain Maintenance Building (2175), bidding on 06/23/2022 5:00 PM (PDT)

Printed 09/13/2022
PlanetBids, Inc.

City of Riverside
Design-Build of Storm Drain Maintenance Building (2175), bidding on 06/23/2022 5:00 PM (PDT)

Printed 09/13/2022
PlanetBids, Inc.

City of Riverside
Design-Build of Storm Drain Maintenance Building (2175), bidding on 06/23/2022 5:00 PM (PDT)

Printed 09/13/2022
PlanetBids, Inc.

City of Riverside
Design-Build of Storm Drain Maintenance Building (2175), bidding on 06/23/2022 5:00 PM (PDT)

Printed 09/13/2022
PlanetBids, Inc.

City of Riverside
Design-Build of Storm Drain Maintenance Building (2175), bidding on 06/23/2022 5:00 PM (PDT)

Printed 09/13/2022
PlanetBids, Inc.

City of Riverside
Design-Build of Storm Drain Maintenance Building (2175), bidding on 06/23/2022 5:00 PM (PDT)

Printed 09/13/2022
PlanetBids, Inc.

City of Riverside
Design-Build of Storm Drain Maintenance Building (2175), bidding on 06/23/2022 5:00 PM (PDT)

Printed 09/13/2022
PlanetBids, Inc.

City of Riverside
Design-Build of Storm Drain Maintenance Building (2175), bidding on 06/23/2022 5:00 PM (PDT)

Printed 09/13/2022
PlanetBids, Inc.

City of Riverside
Design-Build of Storm Drain Maintenance Building (2175), bidding on 06/23/2022 5:00 PM (PDT)

Printed 09/13/2022
PlanetBids, Inc.

City of Riverside
Design-Build of Storm Drain Maintenance Building (2175), bidding on 06/23/2022 5:00 PM (PDT)

Printed 09/13/2022
PlanetBids, Inc.

City of Riverside
Design-Build of Storm Drain Maintenance Building (2175), bidding on 06/23/2022 5:00 PM (PDT)

Printed 09/13/2022
PlanetBids, Inc.

City of Riverside
Design-Build of Storm Drain Maintenance Building (2175), bidding on 06/23/2022 5:00 PM (PDT)

Printed 09/13/2022
PlanetBids, Inc.

City of Riverside
Design-Build of Storm Drain Maintenance Building (2175), bidding on 06/23/2022 5:00 PM (PDT)

Printed 09/13/2022
PlanetBids, Inc.

City of Riverside
Design-Build of Storm Drain Maintenance Building (2175), bidding on 06/23/2022 5:00 PM (PDT)

Printed 09/13/2022
PlanetBids, Inc.

City of Riverside
Design-Build of Storm Drain Maintenance Building (2175), bidding on 06/23/2022 5:00 PM (PDT)

Printed 09/13/2022
PlanetBids, Inc.

City of Riverside
Design-Build of Storm Drain Maintenance Building (2175), bidding on 06/23/2022 5:00 PM (PDT)

Printed 09/13/2022
PlanetBids, Inc.

City of Riverside
Design-Build of Storm Drain Maintenance Building (2175), bidding on 06/23/2022 5:00 PM (PDT)

Printed 09/13/2022
PlanetBids, Inc.

City of Riverside
Design-Build of Storm Drain Maintenance Building (2175), bidding on 06/23/2022 5:00 PM (PDT)

Printed 09/13/2022
PlanetBids, Inc.

BID TABULATION

City of Riverside
RFP for Design‐Build of Storm Drain Maintenance Building (2175) Bid Due on June 23, 2022  5:00 PM (PDT)
Technical Qualifications/Pre‐Requisites
Qualification Description Mandatory David  Bird, Inc. Rhome Profile Construction Complete Proposal All requirements addressed and all information submitted (including all required docs) Yes Pass Pass
No Bankruptcy Have not filed for bankruptcy under any business name over the past five (5) years Yes Pass Pass
Proposal Guarantee/Bid Bond
Fully Executed Bid Bond in an amount totaling no less than 10% of total proposal cost. Signed by Proposer, Signed by Surety, Signature(s) Notarized, Valid Power of Attorney for Surety Signee
Yes Pass Pass
Years of Experience
Have at least five (5) years’ of experience, within the past five (5) years under a legally registered business name, in
providing services of a similar type and scope as described in the Scope of Services (“Services”) (Exhibit “A”).

Yes
Pass Pass
Contractors License
The Contractor designated for the construction portion of the project shall hold a valid Class “B ‐ General Building
Contractor” State of California Contractor’s license in good standing.

Yes Pass Pass
Mandatory Pre‐Proposal Meeting All prospective Companies must attend the mandatory pre‐ proposal meeting Yes Pass Pass
DIR Registration
No contractor or subcontractor may be listed on a BID for a public works project (submitted on or after March 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5 [with limited
exceptions from this requirement for bid purposes only under Labor Code section 1771.1(a)].

Yes Pass Pass
Addenda Acknowledgement
Any addenda issued during the time of bidding must be
acknowledged electronically via the City’s Bidding Website, which will be made part of the proposal.

Yes Pass Pass
Overall Grade Pass Pass
City of Riverside
RFP for Project Design‐Build of Storm Drain Maintenance Building (2175) Bid Due on June 23, 2022  5:00 PM (PDT)
Evaluation Summary
Section Criterion Weight Weighted  Score Rhome  Profile Construction David  Bird, Inc.

Average Average
Experience (Projects of similar size and scope) 20 200 193.33 123.33 Professional References 10 100 70 46.67
Approach and Methodology 25 250 223.33 166.67
Qualifications 30 300 280 230
766.66 566.67
15 150 150 69.95
916.66 636.62
12Overall Ranking
Proposal Evaluation
Proposal Evaluation Subtotal
Total
Cost scores
City of Riverside
RFP for Project Design‐Build of Storm Drain Maintenance Building (2175) Bid Due on June 23, 2022  5:00 PM (PDT)
Proposal Scores
Section Criterion Weight Weighted  Score
Evaluator 1E v a l u a t o r  2E v a l u a t o r  3 Aggregate Average Experience (Projects of similar size and scope) 20 200 100 150 120 370 123.33 Professional References 10 100 60 50 30 140 46.67
Approach and Methodology 25 250 150 150 200 500 166.67
Qualifications 30 300 150 300 240 690 230
460 650 590 1700 566.67
15 150 69.95 69.95 69.95 69.95 69.95
529.95 719.95 659.95 1769.95 636.62
David Bird, Inc.

Proposal Evaluation
Proposal Evaluation Subtotal
Total
Cost scores
City of Riverside
RFP for Project Design‐Build of Storm Drain Maintenance Building (2175) Bid Due on June 23, 2022  5:00 PM (PDT)
Proposal Scores
Section Criterion Weight Weighted  Score
Experience (Projects of similar size and scope) 20 200
Professional References 10 100
Approach and Methodology 25 250
Qualifications 30 300
15 150
Proposal Evaluation
Proposal Evaluation Subtotal
Total
Cost scores
Evaluator 1E v a l u a t o r  2E v a l u a t o r  3 Aggregate Average 200 200 180 580 193.33
100 60 50 210 70
250 200 220 670 223.33
300 300 240 840 280
850 760 690 2300 766.66
150 150 150 150 150
1000 910 840 2450 916.66
Rhome Profile Construction
City of Riverside
RFP for Project Design‐Build of Storm Drain Maintenance Building (2175) Bid Due on June 23, 2022  5:00 PM (PDT)
Proposal Costs
Item Num Section Description Unit of Measure Quantity Rhome  Profile Construction David  Bird, Inc. 1 Section  1 Design and  Engineering LS 1 $57,044.00 $118,580.69 2 Section  1 Modular  Building LS 1 $387,059.00 $793,373.06 3 Section  1 Delivery  and Installation LS 1 $76,883.00 $60,287.47 4 Section  1 Utility Connections LS 1 $6,952.00 $64,832.59 5 Section  1 ADA  Compliant Concrete Sidewalks/Ramps LS 1 $1,704.00 $98,760.19 $529,642.00 $1,135,834.00
150 69.95Cost Points (150)
Total

LEGAL ADVERTISEMENT

Legal Advertising Representative, The Press-Enterprise
Legal No. 0 011538808
The Press-Enterprise
3 512 14th Street
Riverside, CA 92501
PO Box 8012
Willoughby, OH 44096
951-684-1200
951-368-9018 FAX
I am a citizen of the United States. I am over the age of e
ighteen years and not a party to or interested in the
above entitled matter. I am an authorized representative of THE PRESS-ENTERPRISE, a newspaper in general
circulation, printed and published daily in the County of Riverside, and which newspaper has been adjudicated a
newspaper of general circulation by the Superior Court of the County of Riverside, State of California, under date of April 25, 1952, Case Number 54446, under date of March
29, 1957, Case Number 65673, under date of August 25,
1995, Case Number 267864, and under date of September
16, 2013, Case Number RIC 1309013; that the notice, of
which the annexed is a printed copy, has been published in said newspaper in accordance with the instructions of the person(s) requesting publication, and not in any
supplement thereof on the following dates, to wit:
05/27/2022
I certify (or declare) under penalty of perjury that the f
oregoing is true and correct:

Date: May 27, 2022.

At: Riverside, California
Ad Copy:
5 199538

CITY OF RIVERSIDE/PURCHASING DIVISION
3900 MAIN ST, 6TH FLR
ATTN: BEN HATHEWAY
RIVERSIDE, CA 92522

PROOF OF PUBLICATION
P
ublication: The Press-Enterprise

PROOF OF PUBLICATION OF
Ad Desc: RFP 2175
r.LP1-12/16/16 1

PRE-BID MEETING SIGN IN SHEET

ADDENDA ACKNOWLEDGEMENT & ADDENDA

City of Riverside
RFP for Design‐Build of Storm Drain Maintenance Building (2175) Addenda Acknowledgements
Bid Due on June 23, 2022  5:00 PM (PDT)
Vendor Name Attended Pre‐Bid Mtg Addendum  No. 1
Accelerated Modular Concepts no no
AG Construction no no
Associated General Contractors of America ‐ AGC no yes
CABD Construction Inc no no
Coderz builders no no
Construction Bid Source no no
Construction Bidboard, Inc no yes
David Bird, Inc. yes yes
Dodge Data & Analytics no no
FEI ASSOCIATES CONSULTING ENGINEERS no no
Global Builders Inc no no
Global Modular Inc no no
Glumac no no
Golden Empire Concrete Products Inc no no
IMS no no
Infinite Wealth no no
Infrastructure Factor Consulting, Inc. no no
iSqFt no yes
kirti no no
kn inc no no
Latitude 33 Planning & Engineering no no
Leighton Consulting, Inc. no no
Marvella Steel Placers no no
MJ Pipeline Construction no no
MTGL Inc. no no
Ninyo & Moore no no
North America Procurement Council no no
NOVA Engineering, Inc. no no
Onvia, Inc. no no
PWXPress no no
Quality Plus Group yes yes
RCE Consultants, Inc. no no
Rhome Profile Construction yes yes
Stronghold Engineering, Inc. no no
Towill, Inc. no no
Twining, Inc. no no
Universal Engineering Sciences, LLC no no
Universal Technical & Construction Solutions, Inc. no no RFP No. 2175
Design-Build of Storm Drain Maintenance Building
Addendum No. 1
06/16/2022

This Addendum contains the following:

 Questions to the City and Responses from the City
 Update to Section 4 of the RFP

*** ACKNOWLEDGEMENT OF THIS ADDENDUM IS REQUIRED. This addendum must be acknowledged via the designated section on the bidding website as part of your proposal response. Failure to acknowledge an addendum will immediately cause your proposal to be deemed non‐responsive.

RFP No. 2175
Design-Build of Storm Drain Maintenance Building
Addendum No. 1
06/16/2022

Question:

The Prerequisites section states that 50% of the entirety of the project must be self performed. Please confirm if this is a real requirement.

Response from the City:

The selected proposer shall remain responsible for 100% of the project but the self‐performance requirement has been removed.

Section 4 (Prerequisites) of the RF
P  states:

 Prime Proposer’s portion of the total project (including design and build) shall account for no less than 50% of the entirety of project less any designated subcontracted specialty items. Any proposal showing less than 50% assigned to the prime shall be immediately deemed non-responsive.

This prerequisite has been removed. As of the issuance of Addendum No. 1 for RFP 2175, there is no longer a self‐performance requirement.

BID SPECIFICATIONS

REQUEST FOR PROPOSALS
FOR

DESIGN-BUILD OF STORM DRAIN MAINTENANCE BUILDING

RFP No. 2175

ISSUED BY

THE CITY OF RIVERSIDE
FINANCE-PURCHASING DIVISION FOR:

Public Works Department
3900 Main Street
Riverside, California 92522

PROPOSAL DUE

June 23, 2022 BEFORE 5:00 PM PDT

MANDATORY PRE-PROPOSAL MEETING

June 02, 2022 AT 10:00 AM PDT

Request for Proposals

Table of Contents

Section

1. Introduction/Purpose

2. Tentative Schedule of Events

3. Background

4. Prerequisites

5. Scope of Services

6. General Terms and Conditions

7. Inquiries

8. Completion of Proposal

9. Delivery/Submission of Proposals

10. Alternative Proposals

11. Proposal Format and Content

12. Examination of RFP and Sites of Work

13. Addenda

14. Withdrawal of Proposal

15. Public Records

16. Evaluation of Proposals

17. Rejection of Proposals

18. Protest Procedures

19. Contract Term

20. Contract Documents

21. Execution of Agreement

22. Failure to Execute Agreement

23. Cancellation

SPECIAL PROVISIONS

Exhibit A – Scope of Services

Exhibit B – Sample Professional Consultant Service Agreement

Exhibit C – Disclosure Questionnaire

Exhibit D – Utilities Reference Drawings

1. Introduction/Purpose

The City of Riverside (“City”) is seeking a qualified entity or individual (“Company”) to provide Design- Build services for a storm drain maintenance field office building located at 5950 Acorn Street Riverside, CA 92504. The City anticipates selecting one firm to perform the services.

Proposals are requested from Companies that have a demonstrated ability to perform the tasks identified in this Request for Proposal (“RFP”).

2. Tentative Schedule of Events

It is the goal of the City to select and retain a Company by July 2022. In preparation for that action, the following tentative schedule of events has been prepared:

Event Date Time
Request for Proposals Released 5/20/2022 N/A
Mandatory Pre-Proposal Meeting 6/2/2022 10:00 a.m.

Final Questions Due 6/9/2022 Before 5:00pm PDT
Responses to Questions Released 6/16/2022 N/A
Proposals Due 6/23/2022 Before 5:00pm PDT
Interviews, If Needed Week of 07/11/2022 To be determine d Notification of Tentative Selection Late July 2022 N/A
Tentative City Council Meeting to Consider
Awarding Contract 9/6/2022 TBD

The City reserves the right to amend, withdraw and cancel this RFP. The City reserves the right to request or obtain additional information about any and all su bmittals before making an award. The City also reserves the right to seek clarification from any Proposer about any statement in its proposal that the City finds ambiguous.

3. Background

Storm drain maintenance crews for the City of Rivers ide have relocated to the Riverside Water Quality Control Plant at 5950 Acorn Street Riverside, CA 92504. This RFP is for the construction of a new field office building at the area identified in Attachment A. In 2012, th is area was cleared, compacted, and utilities installed to accommodate construction traile rs for a multiyear constr uction project. One 60 x 60 permanent modular structure remains and the subject of this bid is the design-build of one 24 x 60 permanent modular structure to be installed next to it.

4. Prerequisites

Proposals will only be considered from Companies that meet the following prerequisites:

 Fully Executed Bid Bond in an amount totaling no less than 10% of total proposal cost along with all other required documents to the City’s bidding website at https://www.planetbids.com/portal/portal.cfm?CompanyID=39475. In lieu of a Bid Bond, the

Proposal Guaranty in the form of an original Cashier’s check or Certified check in an amount totaling no less than 10% of the total proposal cost must be submitted to the Purchasing Manager, at 3900 Main Street, Riverside, CA 92522, prior to the hour and the date stated above. All other required documents must be uploaded. Failure to provide a properly executed and valid bid bond or Proposal Guaranty in the proper amount shall immediately cause a proposal to be deemed non- responsive.
 Have at least five (5) years’ of experience, within the past five (5) years under a legally registered business name, in providing servic es of a similar type and scope as described in the Scope of Services (“Services”) (Exhibit “A”).
 Have not filed for bankruptcy under any business name over the past five (5) years.  Have registered as a “Prospective Bidder” on the City’s electronic Current Prospective Bidders List.

Companies can register at:

PlanetBids Vendor Portal

 Once registered, Companies must download this RFP by clicking “Place eBid” under their name in order to appear on the Bidder’s List as a “Prospective Bidder.” Companies that fail to specifically download this RFP will not appear on the Bidders’ List and will be unable to participate or be considered for this RFP.
 The Contractor designated for the construction portion of the projec t shall hold a valid Class “B- General Building Contractor” State of California Contractor’s license in good standing.  All prospective Companies must attend the ma ndatory pre-proposal me eting on June 2, 2022 at 10:00 am at the Regional Water Quality Control Plant 5950 Acorn Street Ri verside, CA 92504.

Attendance is mandatory at the pre-proposal meeting. The meeting will begin promptly at the time listed above. No admittance will be allowed once the meeting has begun. Proposals from prospective Proposers not in attendance at this mandatory meeting will not be considered.  No contractor or subcontractor may be listed on a BID for a public works project (submitted on or after March 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5 [with limited exceptions from this requirement for bid purposes only under Labor Code section 1771.1(a)].
 No contractor or subcontractor may be awarded a contract for public work on a public works project (awarded on or after April 1, 2015) unless register ed with the Department of Industrial Relations pursuant to Labor Code section 1725.5.
 This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations.
o Registration can be accomplished through the DIR website by using this link:
http://www.dir.ca.gov/Public-Works/PublicWorks.html
 If applicable, Company and/or its key personnel, shall hold an appropriate license for the Company’s discipline and the Services on the date the Proposal is submitted.  If applicable, Company shall have registered with the Department of Industrial Relations and any other required organizations.
 Prime Proposer’s portion of the total project (including design and build) shall account for no less than 50% of the entirety of project less any designated subcontracted specialty items. Any proposal showing less than 50% assigned to the prime shall be immediately deemed non-responsive.

5. Scope of Services

The City is seeking The City is seeking design and build services of a permanent 24’ x 60’ modular structure

to be built/installed at 5950 Acorn Street in Riverside CA. The selected Company shall provide the services required in Exhibit A, Scope of Services, attached hereto and incorporated herein. The selected Company shall provide the services required in Exhibit A, Scope of Services, attached hereto and incorporated herein.

6. General Terms and Conditions

The successful company will be required to execute a Design-Build Agreement (“Agreement”). A sample is attached as Exhibit “B”. The successful company must meet all insurance requirements in the Agreement.

All terms and conditions of the Agreement are non-negotiable. Compan ies must possess valid City of Riverside Business License throughout the term on the contract. Failure to execute the Agreement and furnish the required insurance within the required time period shall be just cause for the rescission of the award. If any of the successful Companies refuse or fail to execute the Agreement, the City may award the Agreement to the next most qualified Company.

7. Inquiries

If prior to the date fixed for subm ission of Proposals, a prospective Company discovers any ambiguity, conflict, discrepancy, omission or other errors in this RFP or any of its appendices or exhibits, the Company shall immediately notify the City of such error in writing and request m odification or clarification of the document. Modifications shall be made by written Addenda to the RFP.

If a Company fails to notify the City, prior to the date fixed for submissions of Proposals, of an error in the RFP known to the Company, or an error that reas onably should have been known to the Company, the Company shall submit its Proposal at its own risk, and if the Company is awarded a Contract, it shall not be entitled to additional compensation or time by reason of the error or its later correction.

All requests for clarifications, changes, exceptions, deviations to the terms and conditions set forth in this RFP must be submitted via “Q&A” through the City’s Electronic Bidding Syst em, PlanetBids Vendor Portal.

The Final day for receipt of questions from the Proposer shall be on or before the day and time noted in Section 2 of this RFP. To ensure fairness and avoid misunderstandings, all communications must be in written format and submitted only in the format set forth above. Any verbal communications will not be considered or responded to. All questions received by the due date will be logged and reviewed and if required, a response will be provided via an addendum to the RFP that w ill be posted on the City’s website. Any communications, whether written or verbal, with any City Council member, Mayor, or City staff prior to award of a contract by City Council or in any manner other than as directed by Purchasing Staff, is strictly prohibited and the Proposer shall be disqualified from consideration.

8. Completion of Proposal

Proposals shall be completed in all respects as requi red by this RFP. A proposal may be rejected if conditional or incomplete, or if it contains any alterations or other i rregularities of any kind, and will be rejected if any such defect or irregularity can materially affect the quality of the proposal. Proposals which contain false or misleading statements may be rejected. If, in the opinion of the City’s Selection Committee, such information was intended to mis lead the City in its evaluation of the proposal, and the attribute, condition, or capability is a requirement of this RFP, the proposal will be rejected. Statements made by a Company shall also be without am biguity, and with adequate elabor ation, where necessary, for clear

understanding.

Unauthorized conditions, exemptions, limitations, qualifications, or provisions attached to a Proposal will render it non-responsive and will cause its rejection.

The Company, in responding to this RFP, must submit Proposals in the format identified in this RFP. The Proposal must address all requirements of the RFP even if a “no response” is appropriate.

Costs for developing Proposals are entirely the responsibility of the Company and shall not be chargeable to the City. The City shall not be liable for any costs incurred in respon se to this RFP, including but not limited to, costs for any interviews, pr esentations, or other follow-up information necessary as part of the selection process. All costs sh all be borne by the Company respondi ng to this RFP. The Company responding to this RFP shall hold the City harmless from a ny liability, claim, and expense whatsoever incurred by or on behalf of the Company.

9. Delivery/Submission of Proposals

All prospective Companies submitting a proposal must appear on the City’s electronic Current Prospective Bidders List as a “Prospective Bidder.” Companies shall register on the City’s Electronic Bidding System, PlanetBids Vendor Portal. Once registered, Companies must download the RFP by clicking “Place eBid” while logged in under their own name and identification numb er to appear on the Current Prospective Bidders List as a “Prospective Bidder.” Companies that fail to download the RFP by clicking “Place eBid” will not appear on the Current Prospective Bidders List and their proposals will be considered non- responsive. If a Company is unable to register or download the RFP from the bidding website, a representative may contact the Purchasing Department at (951) 826-5561.

All proposal documents and supplementary documents must be uploaded using the City’s bidding website prior to event date and time as inst ructed in this solicitation. Once file(s) have been uploaded and the Submission Status shows as “Submitted” the submission is complete. At that point respondents will receive an email confirmation from the bidding website.

The City reserves the right to reject any and all proposals and to waive information and minor irregularities in any proposal received.

Acceptance of Terms and Conditions - Submission of a proposal pursuant to th is RFP shall constitute acknowledgment and acceptance of all terms and conditions hereinafter set forth in this RFP.

The time and date are fixed, and extensions will not be granted unless sp ecifically stated by the City in an addendum to this RFP. Proposals not received before the bid event time will not be accepted.

10. Alternative Proposals

Only one proposal is to be submitted by each Company for this RFP. Multiple simultaneous proposals will result in rejection of all Proposals submitted by Company. A Company may, prior to the proposal due date and time, withdraw a proposal and submit a new proposal, so long as the new proposal is submitted before the proposal due date and time.

11. Proposal Format and Content

Proposals should be prepared in such a way as to provide a straightforward, concise delineation of capabilities to satisfy the require ments of this RFP. Responses should emphasize the Company’s demonstrated capability to perform wo rk of this type. Emphasis shou ld be concentrated on completeness and clarity of content.

Proposals shall adhere to the following format for organization and content. Proposals must be typed and arranged/divided in the following sequence to facilitate evaluation:

 Cover Letter
 Statement of Understanding and Approach
 Company Information
 Company Personnel
 Experience and References
 Evidence of Insurance
 Pricing
 Disclosures

a. Cover Letter

The cover letter shall include a brief general statement of intent to perform the services and confirm that all elements of the RFP have been reviewed and unders tood. The letter shall in clude a brief summary of Company’s qualifications and Comp any’s willingness to enter into a contract under the terms and conditions prescribed by this RFP and in the Sample Ag reement. The letter must identify a single person for contact during the RFP review process.

b. Statement of Understanding and Approach

This section must demonstrate an understanding of th e Services. It should desc ribe the general approach, organization and staffing required for the Services requested. If necessary, preliminary investigations, due diligence, and research shall be discussed in this section.

c. Company Information

This section shall include contact person information, address and telephone number of the company main office and branch offices. Each Company shall identify itself as to the type of organizational entity (corporation, sole proprietorship, pa rtnership, joint venture, etc.). Any supplemental in formation that Company believes may be pertinent to the selection process may be provided.

The Proposal shall identify any litigation, mediation, or arbitration, regardi ng the performance of any services similar to the Services, in which the Company has been involved in the past five (5) years. If the Services require a license or certification, the Proposal shall include any claims or disciplinary action taken against Company or any of Company’s key personnel within the past five years.

d. Company Personnel

This section shall contain names, contact numbers and description of experience, including licenses and/or certifications, of all key personnel who would be assigned to perform the Services. Members of the

Company’s professional team (managers, contact person, etc.) should be id entified by name and title and should include contact phone numbers. Include also major subcontractor s (if any) and their degree of involvement in this program. If the Company is including any subcontractors, the Company shall identify how long the Company has worked with the subcontractor. e. Experience and References
Company shall provide at least three (3) references, within the past five (5) years, of clients for whom services have been performed that are comparable in qua lity and scope to that specified in this RFP. The references shall include names, addresses, and telephone numbers of the clients for whom prior work was performed and include an explanation of the services provided.

The Proposal must demonstrat e that the Company, or its key personnel, has at le ast five (5) years’ of experience, within the past five (5) years with a legally registered business name, that provides services of a similar type and scope as describe d in the Scope of Services (Exhibi t “A”). A Company shall not have filed for bankruptcy under any business name over the past five (5) years. f. Evidence of Insurance
In addition, the Company shall provi de evidence of possessio n of insurance in th e coverage and amounts listed in the Sample Agreement (Exhibit B).
g. Pricing
All proposals submitted shall have a stated dollar bid amount for providing services outlined in the Services.

All proposals shall include a breakdown of the costs. Proposals shall include a breakdown of the proposed fees including the following:
i. Design and Engineering
ii. Modular Building
• General Structure
• Roofing
• Windows
• Doors and Hardware
• Flooring
• HVAC System
• Electrical
• Plumbing, Bathroom and Appurtenances
• Kitchenette with Sink, Countertops, and Cabinets
iii. Delivery and Installation
• Foundation Connections, Hardware
• Building Skirting
iv. Utility Connections
v. ADA Compliant Concrete Sidewalks/Ramps
h. Disclosures
All proposals must include a response to the Disclosure Questionnaire utilizing the form in Exhibit “C.” Please disclose any and all past or current business and personal relationships with any current Riverside

elected official, appointed official, City employee, or family member of any current Riverside elected official, appointed official, or City employee. Any past or current business relationship may not disqualify the firm from consideration. Describe any administrative proceedings, claims, lawsuits, or other exposures pending against the Proposer.

12. Examination of R FP and Sites of Work

The Company shall carefully examine the RFP and all sites, if applicable, of the work contemplated. The submission of a Proposal shall be conclusive evidence that the Company has investigated and is satisfied as to the conditions to be encountered, as to the character, quality, and quantities of work to be performed and materials to be furnished, the di fficulties to be encountered, and to the requirements of the Proposal, RFP, and other Contract Documents.

By submitting a Proposal, the Company hereby certifies that it has: examined the local conditions, read each and every clause of this RFP, included all cost s necessary to complete the specified work in its proposed prices, and agrees that if it is awarded the Contract it will make no claim against the City based upon ignorance of local conditions or misunderstanding of any provision of the Contract. Should the conditions turn out otherwise than anticipated by it, the Company agrees to assume all risks incident thereto.

13. Addenda

Any addenda issued during the time of bidding must be acknowledged electronically via the City’s Bidding Website, which will be made part of the proposal. A ddenda notifications will be provided to those listed on the Electronic Prospective Bidder’s List via email.

14. Withdrawal of Proposal

All proposals shall be firm offers and may not be withdrawn for a period of one hundred twenty (120) days following the deadline date for submission of propos als noted herein. Submitted Proposals may be withdrawn at any time prior to the submission deadline.

15. Public Records

All Proposals submitted in response to this RFP become the property of the City and pursuant to the Public Records Act (Gov. Code, § 6250 et seq.) are public records, and as such may be subject to public review at least 10 days before selection.

The Company must notify the City in advance of any proprietary or confidential materials contained in the Proposal and provide justification for not making such material public. The City shall have sole discretion to disclose or not disclose such material subject to any protective order that the Company may obtain. Note that under California law, price proposal to a public agency is not a trade secret.

The City reserves the right to make use of any information or idea contained in the Proposal. All materials, ideas and formats submitted in response to this RFP will become the property of the City on receipt.

16. Evaluation of Proposals

The City reserves the right to amend, withdraw, and cancel this RFP. Th e City also reserves the right to reject all responses to this RFP at any time prior to agreement execution. Furthermore, the City reserves the right to request additional info rmation about any and all proposals th at in City’s opinion, is necessary to assure that the Company’s competence, number of qualified employees, business organization, experience, and financial resources are adequate to perform the Services.

All Proposals shall be reviewed to verify that the Company has met the minimum requirements as stated in this RFP. Proposals that have not followed the rules, do not meet minimum content and quality standards, and/or do not provide references will be rejected as non-responsive.

Consultants will be evaluated on the basis of the following criteria:
a. Qualifications (30%)
b. Pricing (15%)
c. Experience (Projects of similar size and scope) (20%) d. Professional References (10%)
e. Approach and Methodology (25%)

The proposal with the lowest Total Price will receive the maximum number of available points. The points for every other proposal will be calcu lated in accordance with their rela tionship to the lowe st price -- the lowest price is divided by the pri ce of the proposer whose price is bei ng evaluated, and then the quotient resulting from the foregoing calculation is multiplied by the number of points assigned to the price factor (15 points) to determine the price score of the proposer whose price is being evaluated.

If needed, interviews will be scheduled according to the date noted in Section 2 of this RFP.

The City may choose to invite proposers for a private presentation and oral interview upon completion of scoring of proposals. If the City chooses to hold interviews, each proposer within the competitive range for the highest rated proposer will be invited and be evaluated upon the following criteria:

 Pricing (20%)
 Approach and Methodology (60%)
 Experience (20%)

The highest rated proposer after evaluations of interviews shall then enter into exclusive negotiations with the City to formalize the Scope of Service and Compensation. If the City is unable to ob tain a fair and reasonable price or cannot reach agreement regarding the terms for the Scope of Services, then the City will end negotiations with that Company and begin negotia tions with the next Comp any which best meets the needs of the City, and so on until a City and the Company reach agreement.

The City intends to select the Company that offers the best value to the City based on the criteria outlined above.

17. Rejection of Proposals

The City may reject any/or all Proposals and may waive any immaterial deviation in a Proposal. The City’s waiver of an immaterial defect shall in no way m odify this RFP or excuse the Company from full compliance with this RFP and/or the Contract Documents if awarded the Contract. Proposals that include

terms and conditions other than City’s terms and conditions may be rejected as being non-responsive. The City may make investigations as deemed necessary to determine the ability of the Company to perform the work, and the Company shall furnish to the City all such information and data for this purpose as requested by the City. The City reserves the right to reject any proposal if the evidence submitted by, or investigation of, such Company fails to satisfy the City that su ch Company is properly qualified to carry out the obligations of the Agreement and to complete the work described herein.

18. Protest Procedures

A Proposer not selected by the City fo r the award of the Contra ct desiring to protest the City’s selection, may do so by following the City’s Procurement Protest Procedures in Administrative Manual, section

07.019.00. Protests not conforming to this procedure wi ll be rejected as invali d. The City’s Protest Procedures are available on the City’s website at https://riversideca.gov/finance/pdf/2017/07.019.00- Procurement-Protest-Procedures.pdf .

19. Contract Term

The initial term of the Agreement shall be from September 2022 through project completion as agreed upon by the City and selected Proposer based upon acceptable performance by the Company, acceptable fees and subject to the same terms and conditions of the Agreement.

20. Contract Documents

In submitting a Proposal, the Company agrees to enter into an Agreement with the City without exceptions to the City’s standard agreement . The City’s standard agreement is non-negotiable, and a copy of the standard agreement is attached hereto as Exhibit “B”. Any change to the standard agreement will deem the Proposal non-responsive. In the event of a conflict exists between documents the following order of precedence shall apply:

 Agreement
 City of Riverside’s Request For Proposals
 Company’s Response to the Request For Proposals

21. Execution of Agreement

After contract award, the following sha ll be signed and returned to the C ity within fourteen (14) calendar days from the date the City mails, or by other means delivers said documents to the Company:

 One (1) original of the Agreement in the form included herein, properly executed by the Company.  Certificates of Insurance and Additional Insured Endorsement evidencing coverage as specified in the sample agreement.
 Confirmation of current business tax certificate.
 Payment Bond (100% of Project Value) and Performance Bond (100% of Project Value)

In any event that day fourteen (14) of calendar days falls on Saturday, Sunday, a legal holiday for the State of California, or on days when th e City is closed, the Contract Documents shall be delivered by the

following working day.

No Agreement shall be binding upon the City until all documents are fully executed by the Company and the City.

22. Failure to Execute the Agreement

Failure to execute the Agreement and furnish the required insurance and business tax certificate, within the required time period shall be just cause for the rescission of the award. If bonds are also required, failure to furnish sufficient bonds shall cause rescission of the award. If the successful Company refuses or fails to execute the Agreement, the City may award the Agreement to the next qualified Company.

23. Cancellation

The City retains the right to cancel this RFP at any time, should it be deemed to be in the best interest of the City. No obligation either expressed or implied exis ts on the part of the City to make an award based on the submission of any proposals.

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CONTENTS

S P E C I A L P R O V I S I O N S P a g e

PART 1 - GENERAL PROVISIONS (Includes Instructions to Bidders) SECTION 1 - TERMS, DEFINITIONS, ABBREVIATIONS AND SYMBOL SP-3 SECTION 2 – SCOPE AND CONTROL OF THE WORK SP-5
SECTION 3 - CHANGES IN WORK SP-7
SECTION 4 - CONTROL OF MATERIALS SP-11
SECTION 5 - UTILITIES SP-11
SECTION 6 -
PROSECUTION, PROGRESS AND ACCEPTANCE OF THE WORK SP-11 SECTION 7 - RESPONSIBILITIES OF THE CONTRACTOR SP-14 SECTION 8 - FACILITIES FOR AGENCY PERSONNEL SP-20 SECTION 9 - MEASUREMENT AND PAYMENT SP-21

P E R F O R M A N C E B O N D A t t a c h e d

P A Y M E N T B O N D A t t a c h e d

GENERAL LIABILITY ADDITIONAL INSURED ENDORSEMENT Attached

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SPECIAL PROVISIONS

SP-1 INTRODUCTION. The format of these SPECIAL PROVISI ONS follows that of Part 1 General Provisions of the 2012 Edition of the "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" which is included within the Contract Documents of this project (See Section 2-5.1.1 herein.). These SPECIAL PROVISIONS supplement, modify and take precedence over the 2003 Edition of the "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION".

SP-2 GENERAL PROVISIONS. The General Provisions of the 2012 Edition of the "STANDARD SPECIFICATIONS FOR PUBLIC WO RKS CONSTRUCTION" are hereby amended and supplemented as follows:

PART 1

GENERAL PROVISIONS

SECTION 1 --- TERMS, DEFINITIONS, AB BREVIATIONS, UNITS OF MEASURE AND

SYMBOLS

1-2 DEFINITIONS

Architect/Engineer (A/E) City’s General Services Department’s consultant, or its representative, acting within the scope of their partic ular duties. Sometimes referred to as the Architect, Engineer, or Consultant.

Board The City Council of the City of Riverside.

City City of Riverside, California, and includes any official of the City authorized to act for the City, speci fically for this project, the General Services Department Project Manager, who will also inspect for conformance of the Work in accord ance with the approved Plans and Specifications. Also referred to as Owner or Agency.

Contract Documents The Contract Documents incl ude the following components:
 Section 1 – Notice Inviting Bids, Bidder’s General Information, Special Provisions (Part 1 General Provisions, as amended), BID Forms, Payment and Perform ance Bonds, General and/or
Automobile Liability Additional Insured Endorsement, Sample Agreement, Workers’ Compensati on Certification, Contractor Customer Service Agreement, Addenda, Standard Specifications for Public Works Construction (Green book), as amended by these Special Provisions.

 Section 2 – Technical Specifications and Detail Drawings

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Final Acceptance That stage of construction which allows the City to accept the Project as completed in accordance with the Plans and Specifications (No construction work or Punch List items remaining uncompleted or unresolved). (Note:

Final Notice of Completion to be filed/recorded after Final Acceptance).

Inspector The representative of the City who is assigned to inspect for appropriate Codes conformance of the Work. (Only Building or Public Works inspectors are authorized to "sign off" permits issued by the Building & Safety Division of the Community Development or the Public Works Departments. The contractor is sole ly responsible for obtaining the proper signatures for conformance. Final Acceptance shall not occur until all of the proper signatures have been obtained and a “Final Inspection” has been made.)

Project Inspector The City’s Community Developmen t Department’s Building and Safety Division inspector who is assigned to inspect for appropriate Codes conformance of the Work relating to essential facility issues and requirements. (Only the City’s Build ing Official or the assigned Building and Safety inspector are authorized to "sign off" permits issued by the Building & Safety Division of the Community Economic Development Department. The contractor is solely responsible for obtaining the proper signatures for conformance. Final Acceptance shall not occur until all of the proper signatures have been obtained and a “Final Inspection” has been made.)

Project Manager The General Services Department Proj ect Manager or Project Coordinator.

Punch List A list compiled during an Acceptance, or Final Acceptance inspection by the Project Inspector or the Project Manager, that clearly describes specific areas of work or specific items of work that have not been completed to the satisfaction of the Project Inspector, or the Project Manager.

Record Drawings Drawings prepared by the Contractor as the Work progresses on the job to record the "As-built" conditions of the Work, per the Specifications.

Special/Deputy Inspector An individual either self-employed or employed by a firm which specializes in inspections who is certified to in spect specialty items such as, but not limited to, structural steel, structural concrete, welding. See the attached Technical Specifications, and drawings for specific special inspector requirements. Special/Deputy Inspectors or Inspection Firms must be approved by the City of Riverside Building and Safety Division.

Standard Plans Standard Drawings. The plans wh ich are “stamped” and approved by the Building and Safety Division of the Community Development Department or the Public Works Department. These standard plans may also be referred to as the permit drawings.

1-4 UNITS OF MEASURE

1-4.1 General. U.S. Standard Measures, also called U.S. Cu stomary System, is the principal measurement system in these specifications and shall be used for construction, unless otherwise stated in the Contract Documents.

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SECTION 2 --- SCOPE AND CONTROL OF THE WORK

2-1.2.1 Contractor Customer Service Standards. The Contractor shall at all times represent the City in professional, courteous, friendly, efficient and cost-effec tive manner, and will be required to comply with the requirements of the enclosed City of Riverside Customer Service Standards Acknowledgment, which is hereby made a part of these Special Provisions.

2-1.4.2 California Labor Code. Contractor is aware of and stipulates that Contractor will also comply with the following sections of the California Labor Code:

a. Section 1775 prescribing sanctions for failure to pay prevailing wage rates; b. Section 1776 requiring the making, keeping and disclosing of detailed payroll records and prescribing sanctions for failure to do so;
c. Section 1777.5 prescribing the terms and conditions for employing registered apprentices; d. Section 1810 providing that eight hours of labor shall be a day’s work; and e.

Section 1813 prescribing sanctions for violations of the provisions concerning eight-hour work days and forty-hour work weeks.

2-2 ASSIGNMENT

2-2.1 Contractor Indebtedness. Indebtedness incurred for any cause in connection with this Work must be paid by the Contractor and the City is hereby relieved at all times from any indebtedness or claim other than payments under terms of the Contract. The Contractor will indemnify and hold harmless the City and its officers and employees from any loss, demand, damages, claims or actions arising from or in connection with said indebtedness.

2-3 SUBCONTRACTS

2-3.2 Self Performance. The Contractor shall perform, with its own organization, Contract work amounting to at least 50% of the Contract Price except that any designated “Specialty Items” may be performed by subcontract and the amount of any such “Specialty Items” so performed will be deducted from the Contract Price before computing the amount required to be performed by the Contractor with its own organization. “Specialty Items” will be identified by the Agency in the Bid or in the Special Provisions. Where an entire item is subcontracted, the value of the work subcontracted will be based on the Contract Unit Price. When a portion of an item is subcontracted, the value of work subcontracted will be based on the estimated percentage of the Contract Unit Price. This will be determined from information submitted by the Contractor, and subject to approval by the Engineer.

2-4 CONTRACT BONDS

Performance and Payment Bonds are required. The amount of each Bond shall be 100% of the Contract Price. See Section 2-4 of the Standard Specifications for other details.

Listing of bonding companies in U.S. Department of Treasury Circular 570 is not required, but the corporate surety must be authorized to issue the bonds in the State of California with a policy holder’s Rating of

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B+ or higher and a Financial Class of VII or larger. For information to bidders, attached to these Special Provisions are forms for Performance Bond and Payment Bond. These forms, in lieu of bonding company forms, must be used. The forms will be delivered to the Contractor with the Contract Agreement.

Each bond which is subscribed by an out-of-sta te bonding company shall contain the name, address and telephone number of an agent located in the State of California who is authorized to act for the bonding company.

2-5 PLANS AND SPECIFICATIONS

2-5.1.1 Standard Specifications. The Work embraced herein sh all be done in accordance with the provisions of the Part 1 General Provision of the 2012 Edition of the STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION “Green book” written by Public Works Standards, Inc. , insofar as the same may apply, which specifications are hereinafter referred to as the Standard Specifications, and as modified herein. All “Work” involved with this project shall conform to all applicable codes including, but not limited to, California Code of Regulations (CCR), Title 24, Building Code (CBC), Plumbing Code (CPC), Mechanical Code (CMC), Electrical Code (CEC), Fire Code (CFC), others as listed in Section 01070 of Technical Specifications, and Riverside Municipal Code, latest edition as approved and adopted by the Board.

2-5.3.3 Shop Drawings. Shop drawings are drawings show ing details of manufactured or assembled products proposed to be incorporated into the Work. Shop drawings will be required pursuant to Division 1. Unless otherwise noted herein the Contractor shall be responsib le for all shop drawing or sp ecification submittals to the architect, proper agency or department in order to obtain approval and/or proper permits.

2-5.3.4 Architectural Drawings. After issuance of a Notice to Proceed, the Contractor will apply for, and obtain, (if applicable) a grading permit through the City’s Public Works Department. The issuance of the grading permit includes a copy of the approved grading/construction plans and supporting drawings. It shall be the sole responsibility of the Contractor to maintain the permit paperwork and drawings as required by the Public Works Department. After completion of the Public Works requireme nts, the Contractor will then apply for, and obtain a building permit that includes a “stamped” set of plans wh ich have been approved by the City's Building & Safety Division of the Community Development Department. If certa in details or portions of the plans require additional clarification or additional detailing in or der to properly bid or construct this project, it shall be the Contractor’s responsibility to notify the Project Manager of those require ments and to request in writing a clarification of said details. The permit will be ready for “pick-up” at the Buildi ng and Safety Division before award of this project. It shall be the Contractors responsibility to "sign onto" said permit after submitting the necessary paperwork to the Building & Safety Division. (It shall be the sole responsibility of the Contractor to reproduce any documentation or plans necessary to complete the work of this project. All costs related to said reproduction of documents or plans will be borne by the contractor and are not the responsibility of the City.)

2-8.1 Rights of Entry. Rights of entry do not relieve the Contractor of the need to provide, at Contractor's cost, permits and insurance required of the Contractor by other agencies and organizations.

2-10 AUTHORITY OF BOARD AND PROJECT MANAGER. The Board has the final authority in all matters affecting the Work. W ithin the scope of the Contract, the Project Manager has the authority to enforce compliance with the Specificati ons. The Contractor shall promptly comply with instructions from the Project Manager.

2-11 INSPECTION

2-11.1 Inspection Scheduling. Inspection will be provided based on regular eight-hour working days, Monday through Friday, excluding City holidays, generally from 7:00 AM to 3:30 PM (including 30 minutes for lunch). When
the Contractor’s operations or public safety requires inspection beyond the regular eight-hour working days, the cost of the additional inspection shall be borne by the Contractor and shall be deducted from any payments due the Contractor.

If and when the Contractor wishes to perform any work which would require inspection beyond the

SP-7

regular eight-hour working days, the Contractor shall s ubmit a written request to the Project Manager no less than two working days before the planned start of such work. The cost of after hour’s inspections shall be borne by the Contractor and shall be deducted from any payments due the Contractor.

If any Work is concealed or performed without the prior notice specified above, then the Work shall be subject to such tests or exposure as may be necessary to prove to the Inspector that the materials used and the Work done are in conformance with the Plans and Specifications. All labor and equipment necessary for exposing and testing shall be furnished by the Contractor, at th e Contractor’s expense. The Contractor shall replace at Contractor’s own expense any Work damaged by exposure or testing. Time delays as a result of such exposing and testing shall not constitute justification for a time extension.

2-11.2 City Holidays. City holidays will be observed on the following days:

January 1st New Years Day
Third Monday in January Martin Luther King Jr. Birthday Third Monday in February President's Day
March 31st Cesar Chavez Day
Last Monday in May Memorial Day
June 19
th Juneteenth
July 4th Independence Day
First Monday in September Labor Day
Second Monday in October Columbus Day
November 11th Veteran's Day
Fourth Thursday in November Thanksgiving Day
The day following Thanksgiving Day
December 25th Christmas Day

If a holiday falls on a Saturday, it will be observed on the preceding Friday. If a holiday falls on a Sunday, it will be observed on the following Monday.

2-11.3 Inspection by Project Manager. Inspection will be provided based on regular eight hour working days. The Contractor shall notify the Project Manager at least 24 hours in advance for any permanent concealment of any materials or Work. If any work is concealed or performed without the prior notice specified above, then the Work shall be subject to such tests or exposure as may be necessary to prove to the Project Manager that the materials used and the Work done are in conformance with the Plans and Specifications. All labor and equipment necessary for exposing and testing shall be furnished by the Contractor, at Contractor's expense. The Contractor shall replace at Contractor's own expense any Work damaged by exposure or testing. Time dela ys as a result of such exposing and testing shall not constitute justification for a time extens ion. See Part 1, General Requirements, Section 1-2, Definitions for Inspector and also for Special/Deputy Inspector*.

(*It shall be the responsibility of the City’s Project Manager, to both hire and provide the funds to allow for an individual or firm properly licensed in the specialty/deputy inspection field required by the Codes which govern this project and it’s completion. As stated, payment of any fees in connection with said contract shall be the sole responsibility of the City’s Project Manager. The Building and Safety Division of the Planning Department maintains a list of recognized “special inspectors”. Only those “specialty inspectors” which are recognized by the Building and Safety Division of the Planning Department will be considered qualified to provide “specialty inspections for this project.)

SECTION 3 --- CHANGES IN WORK

3-1 CHANGES REQUESTED BY THE CONTRACTOR.

3-1.1 General. Changes in specific methods of constructi on may be made at the Contractor’s request when approved in writing by the Project Manager.

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Changes in the Project Plans and Specifications, requ ested in writing by the Contractor, which do not materially affect the Work and which are not detrimental to the Work or to the interests of the City, may be granted by the City to facilitate the Work, when approved in writing by the Project Manager. *

(*Changes made to the Project Plans and Specifications shall be made in acco rdance with the rules and regulations set forth in The California Code of Regula tions Title 24, 2001 Edition, Part 1 Building Standards Administrative Code).

3-1.2 Payment for Changes Requested by the Contractor. If such changes are granted, they shall be made at a reduction in cost or at no additional cost to the City. Nothing herein shall be construed as granting a right to the Contractor to demand acceptance of such changes.

3-2 CHANGES INITIATED BY THE CITY.

3-2.1 General. The City may change the Project Plans, Specifications, character of the Work, or quantity of the Work provided that the total arithmetic dollar value of all such changes, both additive and deductive, does not exceed those amounts authorized by City of Riversid e Resolution No. 20942.* Should it become necessary to exceed these limitations, the change shall be a written Supplemental Agreement or a change order between the Contractor and City, and approved by the City Council.

Change Orders shall be in writing and state the dollar value of the change or established method of payment, any adjustment in contract time, and when negotiated prices are involved, shall provide for the Contractor’s signature indicating acceptance.

(*Changes made to the Project Plans and Specifications shall be made in accordance with the rules and regulations set forth in The California Code of Regulations Title 24, 2001 Edition, Part 1 Building Standards Administrative Code).

3-3 EXTRA WORK

3-3.1 General. When the price for the extra work cannot be agreed upon, the City will pay for the extra work based on the accumulation of costs as provided herein.

3-3.2 Payment.

3-3.2.1 General. When the price for the extra work cannot be agreed upon, the City will pay for the extra work as provided in Subsections 3-3.2.2 herein and Sub section 3-3.2.3 of the Standard Specifications. When extra work is to be paid for, the labor, ma terials and equipment used in the performance of such work shall be subject to the approval of the City prior to the work being performed.

3-3.2.2 Basis for Establishing Costs Subsection 3-3.2.2 of the Standard Specifications is amended in its entirety to provide as follows:

3-3.2.2 Basis for Establishing Costs

(a) Labor. The Contractor will be paid the cost of labor for the workers (including foremen when authorized by the Project Manager) used in the actual and direct pe rformance of the work. The cost of labor, whether the employer is the Contractor, subcontractor, or other forces, will be the sum of the following:

Actual Wages - The actual wages paid shall include any employer payments to or on behalf of the workers for health and welfare, pension, vacation, and similar purposes.

(b) Materials. Only materials furnished by the Contractor and necessarily used in the performance of the work will be paid for. The cost of such material will be the cost to the purchaser, whether Contractor, subcontractor or other forces, from the supplier thereof as evidenced by supplier's invoice.

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The City reserves the right to approve materials and sour ces of supply, or to supply materials to the Contractor if necessary for the progress of the work. No markup shall be applied to any material provided by the City.

(c) Tool and Equipment Rental . The Contractor will be paid for th e use of equipment at the rental rates listed for such equipment in the Department of Transportation publication entitled "Labor Surcharge and Equipment Rental Rates" which is in effect on the date upon which the work is performed.

These rental rates shall include the co st of fuel, oil, lubrication, supplies, small tools, necessary attachments, repairs and maintenance of any kind, depreciation, storage, insurance, and all incidentals. Move in and out or minimum charges, other than the hourly rate, shall not a pply to equipment available from the work force already on the job site.

If equipment is used intermittently and, when not in use, could be returned to its rental source at less expense to the City than holding it at the work site, it shall be returned unless the Contract or elects to keep it at the work site at no cost to the City.

Individual pieces of equipment or tools not listed in the Equipment Rental Rates and having a replacement value of $200 or less, whether or not consumed by use, shall be considered to be small tools and no payment will be made therefore.

When owner-operated equipment is used to perform extra work to be paid for, the Contractor will be paid for the equipment and operator, as follows:

Payment for the equipment will be made at the rental rates listed for such equipment in the State of California, Business, Transportation, and Housing Agency, Department of Transportation, Division of Construction publication entitled "Labor Surcharge and Equipment Rental Rates" whic h is in effect on the date upon which the work is performed.

Payment for the cost of labor will be made at the ra tes paid by the Contractor to other workers operating similar equipment already on the project or, in the absence of such other workers, at the rates for such labor established by collective bargaining agreements for the type of wo rkers and location of the work, whether or not the owner-operator is actually covered by such an agreement.

3-3.3 Daily Reports by Contractor. The Contractor shall maintain a Contractor’s daily report of all work accomplished during each day of the work. The daily report will be written so that a natural progression or sequence of the work can identified. As a part of said daily repor t, the names and titles for all employees present each work day will be noted. The Contractor shall maintain Contractor’s records in such a manner as to provide a clear distinction between the direct costs of extra work paid for and the costs of other operations.

On the basis of those records, the Contractor shall furnish the City completed daily extra work reports, on form furnished by the City, fo r each day’s extra work to be paid for. The daily extra work reports shall itemize the materials used, and shall cover the direct cost of labor and the charges for equipment rental, whether furnished by the Contractor, subcontractor, or other forces. The daily extr a work reports shall provide names or identifications and classifications of workers, the hourly rate of pay and hours worked, and also the size, type and identification number of equipment, and hours operated.

Material charges shall be substantiated by valid copies of vendors’ invoices. Such invoices shall be submitted with the daily extra work reports, or if not available, they shall be submitted with subsequent daily extra work reports.

Such daily extra work reports shall be signed by the Contractor, or its authorized representative, and submitted to the Project Manager.

The Project Manager will compare the Inspection records with the completed daily extra work reports furnished by the Contractor and make any necessary adjustme nts. When these daily extr a work reports are agreed upon and signed by both parties, said reports shall become the basis of payment for the work performed.

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3-3.4 Markup.

(a) Work by Contractor. A markup of 10 percent shall be added to the Contractor’s costs for direct labor, materials, and equipment rentals and shall constitute the ma rkup for all overhead and prof its. In addition to this markup, 1 percent shall be added to the Contractor’s costs as compensation for bonding.

(b) Work by Subcontractor. When any of the extra work is performed by a Subcontractor, the markup established in Section 3-3.4(a) shall be applied to the S ubcontractor’s costs as determined under Section 3-3.2.2. A markup of 10 percent shall be added to the Subcontractor’s direct cost for labor, materials, and equipment rentals and shall constitute the markup for all overhead and profits.

3-4 CHANGED CONDITIONS. The Contractor shall promptly notify the Project Manager of the following Work site conditions (hereinafter calle d changed conditions), in writing, upon their discovery and before they are disturbed:

1. Subsurface or latent physical conditions diffe ring materially from those represented in the Contract;

2. Unknown physical conditions or an unusual nature differing materially from those ordinarily encountered and generally recognized as inherent in work of the character being performed; and

3. Material differing from that represented in th e Contract Documents which the Contractor believes may be hazardous waste, as defined in Section 25117 of the Health and Safety Code, that is required to be removed to a Class I, Class II or Class III disposal site in accordance with provisions of existing law.

The Project Manager will promptly investigate cond itions which appear to be changed conditions. If the Project Manager determines that the conditions are changed conditions and will materially affect costs, a Change Order will be issued adjusting the comp ensation for such portion of the Work in accordance with Section 3-2.2. If the Project Manager determines that conditions are changed conditions and they will materially affect performance time, the Contractor upon submitting a written request, will be granted an extension of time subject to the provisions of Section 6-6.

If the Project Manager determines th at the conditions do not justify an adjustment in compensation, the Contractor will be notified in writing. This notice will also advise the Contractor of its obligation to notify the Project Manager in writing if the Contractor disagrees.

Should the Contractor disagree with the decision, the Contractor may submit a written notice of potential claim to the Project Manager before commencing the disputed work. In the event of such a dispute, the Contractor shall not be excused from any scheduled completion date pr ovided by the Contract and shall proceed with all Work to be performed under the Contract. However, the Contract or shall retain any and all rights provided by either Contract or law which pertain to the resolution of dis putes and protests between the contracting parties. The Contractor shall proceed as provided in 3-5.

The Contractor’s failure to give notice of changed co nditions promptly upon their discovery and before they are disturbed shall constitute a waiver of all claims in connection therewith.

3-5 DISPUTED WORK. In any case where the Contractor deems extra compensation is due him or her for work or materials not clearly covered in the Contract , or not ordered by the Project Manager as extra work, the Contractor shall notify the Project Manager in writing of Contractor's intention to make claim for such extra compensation before Contractor begins the work on which Contractor bases the claim. If such notification is not given, or the Project Manager is not afforded proper fac ilities by the Contractor for keeping strict account of actual cost, then the Contractor shall be deemed to have waived the claims for such extra compensation.

Such notice by the Contractor, and the fact that the Pr oject Manager has kept account of the cost as aforesaid,

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shall not in any way be construed as proving the validity of the claim. The claim must be passed upon by the Project Manager. If the Project Manager determines that the claim is well founded, it shall be allowed and paid for as extra work; if the Project Manager determines that the claim is not well founded, it shall be disallowed and not paid.

3-6 UNAUTHORIZED WORK. Work done beyond the scope of work as shown on the Plans, work done in the absence or without the knowledge of the Project Manager or any alleged extra work done without the Project Manager's written authorization, will be considered as unauthorized and at the expense of the Contractor and will not be measured or paid for by the City. In addition, the Contractor may be required to remove such unauthorized work at no expense to the City, as determined by the Project Manager.

SECTION 4 --- CONTROL OF MATERIALS

4-1 MATERIALS AND WORKMANSHIP. Revise Section 4-1 with the following revised verbiage:

4-1 TESTS OF MATERIALS.

The Contractor shall comply with testing requirements as set forth in Division 1 of the Technical Specifications.

The costs of retesting any portion of the Work or mate rials that have failed the initial tests taken by the City shall be borne by the Contractor.

4-1.6.1 Proposed Substitutions.

4-1.6.2 Approved Equal.

SECTION 5 ---- UTILITIES

5-1 LOCATION.

5.1.1 Utilities. Refer to the approved set of plans and speci fications for specific locations and sizes of utilities which will be required for this project.

5.1.2 Utility Marketing/Coordination . The Public Works Department will not issue any construction permits involving excavation of unde rground facilities unless the applicant has been provided an inquiry identification number by the Underground Service Alert of Southern California. The contractor shall tie utility facilities out with a minimum of two reference points prior to paving and shall mark their location on the street with paint after paving. Payment for tie-out work shall be included in the unit prices for paving.

5-2 PROTECTION.

All known utilities located as defined in Subsection 5-1 of the Standard Specifications which are broken due to the Contractor's operations shall be repaired immediately and at the Contractor's expense. Construction to be in accordance with governing agency's standards. Determination of w ho will make repairs will be made by utility's owner and shall be accomplished in a manner which insures the safety of the public, City personnel and all adjacent structures.

SECTION 6 ---- PROSECUTION, PROGRE SS AND ACCEPTANCE OF THE WORK

6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK.

The Contractor shall submit a written* (baseline) constr uction schedule prior to the commencement of any Work

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being accomplished on the site. If required, the installation of a construction fence or barrier shall be included within the schedule. *(The City utilizes Microsoft Project to schedule and maintain its projects. The contractor shall utilize this same format and submit both a written and an electronic copy of the project schedule. If the Contractor chooses to utilize an alternate project scheduling program format, the Contractor shall provide the software and training necessary for the schedule to be utilized electronically by the Project Manager.)

The Contractor shall prepare a preliminary schedule in a manner to reflect Contractor's equipment and planned operations. Contractor shall then submit this written work schedule to the Project Manager at the pre- construction conference. The Project Manager will review and, if acceptable, approve the Contractor's proposed schedule. This approved schedule shall be used to track the Project's progress during construction. Failure to submit a schedule, and obtain approval of same, may delay issuance of the Notice to Proceed. Variation from the approved schedule shall only be as authorized by the Project Manager in writing.

Within the written schedule various tracking dates for completion of various items are to be identified. If as the Work progresses any of these tracking dates are missed, the Contractor agrees to accelerate the Work as necessary to bring the Project back within schedule upon being requested by the Project Manager to do so. Failure of the Contractor to bring the Project back on schedule within a reasonable period of time following such request will subject Contractor to assessment of liquidated damages at the daily rate specified for late completion. The Contractor shall not shorten or delete specified cure times or omit portions of the Work in order to bring the Project back within schedule unless such measures are mutually ag reed to by the Project Manager and the C ontractor and the Project Manager's written authorization is obtained prior to deletion of any of the Work.

In addition to the baseline construction schedule, the Contractor shall provide an updated monthly project schedule to the Owner to be reviewed and approved as part of the monthly pay application approval process. The Contractor shall maintain an updated project schedule at the project job site at all times.

The Contract Time shall commence on the date specified in the Notice to Proceed. If the total contract time as provided in Section 6-7.1 is 30 calendar days or less, then the Contractor shall commence the Work within 5 calendar days after the commencement date specified in the Notice to Proceed; if greater than 30 calendar days, then the Work shall commence within 10 calendar days after the commencement date specified in the Notice to Proceed.

6-3.3 Suspension of Work Due to a Stage III Smog Episode. No work shall be done on a day for which a Stage III smog episode is forecast as defined by the Air Quality Management District (AQMD). The Contractor will not be entitled to any delay damages for such a suspension, but an automatic time extension will be granted.

When the AQMD predicts that a Stage III episode le vel will be reached the following day, an announcement containing the specifics will generally be provided by 2 p.m. on the day the prediction is made.

6-7 TIME OF COMPLETION

6-7.1 General. The Contractor shall complete the Construction Work within ninety (90) calendar days after the commencement date specified in the Notice to Proceed.

6-7.2 Calendar Day. A calendar day is any day within the peri od between the start of the Contract Time and completion of all the Work provided for in the Contract. The Contractor is expected to take into account in the Construction Schedule all weekends and holidays when preparing the bid. Extensions of time will only be considered for those causes as defined in subsection 6-3.3 above and Section 6-6, Delays and Extension of Time."

6-8 COMPLETION, ACCEPTANCE, AND WARRANTY

When, in the judgment of the Project Manager or Supe rintendent, the work has been completed in accordance with the Plans and Specifications and is ready for final acceptance, the Project Manager or Superintendent may accept the work as complete. * Upon acceptance of the Work, the Project Manager will notify the City Clerk and City Attorney of the completion thereof, and the City Clerk w ill file a Notice of Completion with the County Recorder.

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The date of the Project Manager's acce ptance of the Work will be the date when the Contractor is relieved from responsibility to protect and maintain the Work. (*As a pa rt of the conditions which must have occurred for this project to be considered “complete” the Building and Safe ty Divisions Inspector shall have made his/her final inspection and “signed-off” the work as complete and/or, if required, issued a Certificate of Occupancy.)

All Work shall be guaranteed in writing by the Contractor against any and all defective workmanship and materials furnished by the Contractor in the performan ce of the Contract for a minimum period of one year, and portions of the Work for longer periods where noted otherwise. The guarantee period shall commence on the date the Notice of Completion is filed with the County Recorder. The Contractor shall replace or repair any such defective work in a manner satisfactory to the Project Manager, after notice to do so from the Project Manager, and within the time specified within the notice. If the Contractor fails to make such replacement or repairs within the time specified in the notice, the City may perform this work and the Contractor and the Contractor's surety shall be liable for the cost thereof.

The following guarantees are required:

General Contract Work 1 year
Manufacturer's Guarantees See individual Technical Specification Sections

Written Guarantees shall be in the form of the following example on the Contractor's own letterhead:

CONTRACT WORK
GUARANTEE FOR RFP #2175

We hereby guarantee that the Work, including material s and equipment, which we have installed for the construction of the Storm Drain Maintenance Building for the City of Riverside is in accordance with the Project Plans and Specifications and that the Work, materials, and equipment as installed will fulfill the requirements of the guarantee included in the Specifications. We agree to repair or replace any or all of our work, together with any other adjacent work which may be displaced by so doing that may prove to be defective in its workmanship or materials within a period of One Year, ordinary wear and tear and unusual abuse or neglect excepted. This guarantee period shall commence on the date the Notice of Completion is filed with the Riverside County Recorder's Office for the above named Project. The above guarantee is offered without limitation to the cost of such repairs or replacement.

When the immediate repair or replacement of th e Work is necessary to ensure the public safety and welfare, which would be endangered by continued usage of the facility, such circumstance will be deemed an operational emergency. In the event of such an emergency, after the City contacts our firm and after allowing 24 hours to initiate repairs, if we fail to initia te and diligently complete such repairs in a timely manner, the Project Manager may direct City forces to perform such functions as the Project Manager may deem necessary to correct the Work and immediately place the facility back in operational condition. If such procedure is implemented, we shall bear all expenses incurred by the City. In all cases, the judgment of the Superintendent shall be final in determining whether an operational emergency exists.

In the event of our failure to comply with the City's request for repairs under the guarantee provisions (other than operational emergency conditions) within thirty (30) calendar days after being notified in writing by the City of Riverside, California, we collectively and separately do hereby authorize the City of Riverside, California, to proceed to have said defects repaired and made good at our expense and we will honor and pay the costs and charges therefore upon demand.

SIGNED
(CONTRACTOR)

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6-9 LIQUIDATED DAMAGES.

Liquidated damages shall be assessed in the amount of $500 per calendar day that exceeds the number of calendar days designated for this Contract under Section 6-7, Time of Completion.

Additional liquidated damages will also be assessed in the amount of $500 per calendar day for failure to follow a construction schedule as described in Section 6-1 of these Special Provisions.

SECTION 7 --- RESPONSIBILITIES OF THE CONTRACTOR

7-1 CONTRACTOR’S EQUIPMENT . Replace Section 7-1 with the following revised section.

7-1 CONTRACTOR’S EQUIPMENT. The Contractor shall furnish a nd maintain in good condition all equipment as required for the proper execution and inspection of the Work. Such equipment shall meet all requirements of applicable ordinances and laws.

7-2 LABOR

7-2.1.1 Use of Local Labor. In order to promote the empl oyment of local residents, to the extent permitted by law, Contractor shall use its best efforts to actively recruit and employ skilled craft workers located within a fifty- mile radius of the project site (“local Labor”) to comprise at least fifty percent (50%) of its work force.

7-2.1.2 Use of Local Suppliers. In order to promote patronage in the City, Contractor shall use its best efforts to purchase supplies within the City limits.

7-2.2 Laws. A schedule of prevailing wage rates as published by the California Department of Industrial Relations for the types of work to be done under these Speci al Provisions is on file in the office of the City Clerk, City Hall, 3900 Main Street, Riverside, which schedule is open for inspection to any interested party on request. The Contractor and all subcontractors shall pay not less than these rates.

The possibility of wage increases is one of the elements to be considered by the Contractor in determining Contractor's bid. No additional comp ensations will be made for any increases in prevailing wage rates in excess of those set forth in the Contract. However, if the job is prolonged as a result of change order(s) or delayed by the City beyond the specified days in the time of completion, re imbursements may be made for increases in prevailing wage rates, but only for the calendar days beyond that stipulated in Section 6-7.

7-2.3 Certified Payrolls. In accordance with Section 1776 of th e Labor Code, Contractor shall produce, display, and submit certified payroll records upon demand to th e City of Riverside. Such records shall include the Federal Tax Identification Numbers for both the Contract or, and Subcontractors, as applicable. The City is empowered to withhold penalties for violations of the Labor Code. Failure to keep payroll record submittals current may result in delays in processing of progress payments.

If the Contractor has not submitted satisfactory payrolls for the period during which the work included in the Contractor’s payment request was performed, the City will retain an amount equal to 10 percent of the estimated value of the work performed from that payment. This re tention shall not exceed $10,0 00 nor be less than $1,000.

Retentions for failure to submit satisfactory payrolls shall be additional to al l other retentions provided for in the contract. The retention for failure to submit payrolls for any work period will be relea sed for payment only after all the satisfactory payrolls for which the retention was made are submitted. Paymen t of the retention will be made on the next monthly payment due the contractor after the satisfactory payrolls are received by the City.

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7-3 LIABILITY INSURANCE

7-3.1 Insurance Requirements.

a. Secure and Maintain Insurance. Prior to City’s execution of the Agreement, Contractor shall secure, and shall thereafter maintain without lapse of coverage until completion of the Contract, such commercial general liability and automobile liab ility insurance as shall protect Contractor from claims for damages for personal injury, includi ng accidental death, as well as from claims for property damage which may arise from or which may concern operations under the Contract, whether such operations be by or on behalf of Contractor, any Subcontractor or anyone directly or indirectly employed by, connected with or acting for or on behalf of any of them.

b. Provide Certificates of Insurance. Prior to the City’s execution of the Agreement, Contractor shall submit an original certificate of insurance to the City’s Risk Manager verifying the General Commercial Liability and Automobile Liability insurance in the required limits with the required provisions as stated below.

c. Provide Additional Insured Endorsement. Prior to the City’s execution of the Agreement, Contractor shall submit an Additional Insured Endorsement to the City’s Risk Manager. Contractor must use the attached Additional Insured Endorsement form provided by the City, or one that is substantially similar to and approved by the City’s Risk Manager.

d. Builders Risk. Contractor shall purchase a nd maintain “Builders Risk Insurance” for the full value of the work. The policy shall include coverage for fire, theft, extended coverage, vandalism and malic ious mischief. Contractor’s “Builders Risk Insurance” policy shall be issued by an insurance comp any authorized to transact insurance business in the State of California with a policy holder’s rating of A or higher and a financial class of VII or larger, unless otherwise approved by the City’s Risk Manager.

7-3.2 Proper Insurance Company. All liability insurance shall be issued by an insurance company or companies authorized to transact liability insurance business in the State of California, with a policy holder’s Rating of A or higher, and a Financial Class VII or higher.

7-3.3 Coverage. Coverage shall be at least as broad as the following:

a. Commercial General Liability. Insurance Services Office Commerci al General Liability Coverage (occurrence Form CG 0001). This coverage shall include:

i. Manufacturers and Contractors liability,
ii. Broad form property damage in any case wher e the Contractor has any property belonging to the City in the Contractor’s care, custody, or control, iii. Owners and Contractors’ protective liability,
iv. Blanket contractual liability,
v. Products and completed operations coverage, and
vi. Coverage for collapse, explosion, and excavation.

b. Automobile Liability. Insurance Services Office Automobile Liability Coverage (Form CA 0001), covering Symbol 1 (any auto). This coverage shall include:

i. Coverage for owned, non- owned, and hired automobiles

7-3.4 Limits. The Contractor shall maintain limits no less than the following:

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a. Commercial General Liability. One million dolla rs ($1,000,000) per occurrence and two million dollars ($2,000,000) aggregate for bodily injury (including death), personal injury and property damage. If Commercial General Liability insurance or other form with a general aggregate limit or products-completed operations aggregate limit is used, either the general aggregate limit shall apply separately to the work (with the ISO CG 2503, or ISO CG 2504, or insurer’s equivalent endorsement provided by the City) or the general aggregate limit and products-complet ed operations aggregate limit shall be twice the required occurrence limit.

b. Automobile Liability. One million dollars ($1,000, 000) per occurrence for bodily injury (including death), and property damage for each accident/incident.

c. Professional Liability. Contractor shall ensure any professional engineer(s) re tained on its behalf to provide supplemental plans and engineering calcula tions required in conjunction with the Work, maintains professional liability insurance during the en tire term of this Agreement. Such insurance shall be in the minimum amount of one million dollars ($1,000,000) to protect the City from claims resulting from the engineer(s) activities. This minimum amount of coverage shall not constitute any limitation or cap on Contractor’s indemnification ob ligations set forth herein. A certificate of insurance evidencing the coverage required herein shall be filed with the City prior to the City’s execution of the Agreement.

d. No Limitation on Indemnification. These mini mum amounts of coverage shall not constitute any limitation or cap on Contractor’s indemnification obligation.

7-3.5 Required Provisions.

a. Policies shall include premises/operations, products completed operations, independent contractors, owners and contractors’ pr otection, explosion, collapse, underground hazard, broad form contractual, personal inju ry with employment exclusion deleted, and broad form property damage.

b. The policy shall be endorsed to waive any ri ght of subrogation against the City, and its Sub-consultants, employees, officers, agents and directors for work performed under this Contract.

c. The policy shall specify that the insurance provided by Contractor will be considered primary and not contributory to any other in surance available to the City of Riverside.

d. The policy shall include the following provision:

e. If policies are written on a claims made basis, the certificate should so specify and the policy must continue in force for one year after completion of the project. The retroactive date of the coverage must also be listed.

7-3.6 Expiration, Cancellation or Material Change. The policies shall not be canceled unless thirty (30) days prior written notification of intended expiration, cancellation or material ch ange has been given to the City of Riverside by certified or registered mail.

7-3.7 Deductibles and Self-Insured Retentions. Any deductible or self-insured retention must be declared to and approved by the City of Riverside. The City reserves the right to either approve, reduce, or eliminate such deductibles or self-insured retentions.

7-4 WORKERS' CO MPENSATION INSURANCE

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Workers’ Compensation. The Contractor and all subcontractors shall insure (or be self-insured) under the applicable laws relating to workers’ compensation insu rance, all of their employees performing the work, in accordance with the “Workers’ Compensati on and Insurance Act", Division IV of the Labor Code of the State of California and any Acts amending thereof.

Workers’ Compensation / Employer’s Liability. Statutory limits are required for Workers’ Compensation.

Employer’s Liability shall be no less than one million dollars ($1,000,000).

The policy shall be endorsed to waive any right of s ubrogation against the City, and its sub-consultants, employees, officers, agents and directors for work performed under this Contract.

Contractor shall comply with Labor Code Section 1861 by signing and filing the Workers’ Compensation Certification with the City Attorney.

Contractor’s workers compensation carrier shall be authorized to transact insura nce business in the State of California, with a policy holder’s rating of A or higher and a financial class of VII or larger.

7-5 PERMITS (as applicable). No work shall be started within the street right-of-way or on City property until the Contractor has obtained the necessary permits. The Contractor shall obtain* all permits and give all notices necessary and incident to the due and lawful prosecution of the Work and to the preservation of the public health and safety. Fees for permits obtained from the Public Works, Building, and/or the Planning Department shall be paid by the Contractor. Notification of any other agencies including all Local, State or Federal shall be the responsibility of the Contractor. See also Section 6-8 Completion and Acceptance for additional requireme nts related to inspections. (*It shall be the Contractor’s responsibility to provid e proof of licensing, Worke r’s Compensation Insurance, Business Tax Registration and “sign-onto” the permit as applicable.)

7-5.1 Local Licenses. The Contractor shall obtain and pay for all local licenses necessitated by Contractor's operations. Prior to starting any work, the Contractor sha ll be required to have a City of Riverside Business Tax Registration valid for the life of the Contract; subcontractors shall also have Business Tax Registrations valid for the time they are engaged in work.

7-6 THE CONTRACTOR'S REPRESENTATIVE. Before starting the Work, the Contractor shall designate in writing a representative who shall have complete authority to act for it. The representative shall be present at the Work site whenever Work is in progress. Any order or communication given to this representative shall be deemed delivered to the Contractor. In the absence of the Contractor or its representative, instructions or directions may be given by the Project Manager to the superintendent or person in charge of the specific work to which the order applies. Such order shall be complied with promptly and referred to the Contractor or its representative.

In order to communicate with the City, the Contractor’s representative, General Superintendent, or person in charge of specific work shall be able to speak, read, and write in the English language.

The Contractor’s representative or superintendent must attend the Pre-construction Conference.

The City may suspend the Work if the Contractor’s representative or a General Superintendent is not present during construction.

7-8 PROJECT SITE MAINTENANCE

7-8.1.1 Cleanup and Dust Control. The generation of dust shall be controlled as required by the Air Quality Management District. Grading activities shall cease during periods of high winds (greater than 30 MPH). Trucks hauling soil, dirt, sand, or other emissive materials shall have their loads covered with a tarp or other protective cover as determined by the Engineer or Project Manager.

The Contractor shall keep the site clean and free from rubbish and debris (on a daily basis) throughout all phases of construction, including suspension of work, and until Final Acceptanc e. The Contractor shall also abate

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dust nuisance by cleaning and sweeping or by other means necessary including project approaches and adjacent streets. If, after being requested to do so by Project Mana ger, Contractor fails to clean-up or properly control dust and debris generated during its performance of the Work, the Project Manager may direct City forces to remedy the problem and all costs associated therewith shall be borne by the Contractor.

Materials and equipment shall be removed from the site as soon as they are no longer necessary. Before the final inspection, the site shall be cleared of equipment, unused materials, and rubbish so as to present a satisfactory clean and neat appearance. All cleanup costs shall be included in the Contractor’s Bid.

Failure of the Contractor to comply with the Proj ect Manager’s cleanup orders may result in an order to suspend work until the condition is corrected. No add itional compensation will be allowed as a result of such suspension.
7-8.4.1 Sewage Spill Containment Plan.

7-8.5 Temporary Light, Power, and Water . The Contractor shall be responsible for any and all costs associated with temporary light, power, and water systems as required to facilitate work to include, but not be limited to, permits, fees, system installation, maintenance, and removal. The City will pay all permit and connection fees associated with the installation of the permanent water and electric services.

7-8.6 Water Pollution Control.

7-8.6.1 General Requirements. (If applicable to this project.) The Contractor will comply with the requirements of the State Permit for Storm Water Discharg es Associated with Construction Activity (State Storm Water Construction Permit) during all phases of constr uction. A copy of the permit is available at www.swrcb.ca.gov/rwqcb8. The Contractor will not need to submit a fee or notification to the State as required by the permit. The City will be responsible for notifying the Executive Officer of the Regional Water Quality Control Board of the construction project.

The Contractor is responsible for preparing and im plementing the Storm Water Pollution Prevention Plan (SWPPP) and monitoring plan as re quired by the State Storm Water Construction Permit for all phases of project
construction. The SWPPP must be prepared by a licensed engineer. The SWPPP and monitoring plan must be approved by the Project Manager, per section 7-8.6.2, before commencement of any construction activity. Both the SWPPP and the monitoring program shall be implemented by the Contractor throughout the duration of the construction project. The Contractor shall be responsible for conducting the required monitoring inspections and shall file copies of the inspections and all other reports, certifications or records as required by the SWPPP with the Public Works Department. The SWPPP shall be kept at th e construction site and be made available to the public and/or Regional Board staff upon request for review. The C ontractor shall be responsible for all costs and for any liability imposed by law as a result of the Contractor’s failu re to comply with the requirements of the State Storm Water Construction Permit. The SWPPP shall be the Contractor’s sole responsibility.

Contractor shall provide copies of certification that th e superintendent or foreman has attended a Stormwater Pollution Prevention course within the last 12 months. An y work requiring the placement of BMP’s shall not begin until this certification is provided to the Project Manager.

The Project Manager may order the suspension of construc tion operations if the Contractor fails to comply with the requirements of this section. Time extensions will not be allowed for any suspension of work as a result of the Contractor’s noncompliance with the State Storm Water Construction Permit or SWPPP.

The Contractor shall, at reasonable times, allow authorized agents of the California Regional Water Quality Control Board-Santa Ana Region and USEPA, upon the presentation of credentials to:

1. Enter upon the construction site and the Contractor’s facilities pertinent to the work;

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2. Have access to and copy any records required to be kept as specified in the State Storm Water Construction Permit;

3. Inspect the construction site, including any off-site staging areas or material storage areas, and related soil stabilization practices and sediment control Best Management Practices (BMPs); and

4. Sample or monitor for the purpose of ensuring compliance with the State Storm Water Construction Permit.

The Contractor shall notify the Project Manager immediately upon request from regulatory agencies to enter, inspect, sample, monitor or otherwise access the project site or the Contractor’s records.

7-8.6.7 Payment. The contractor’s cost of implementing the required BMP’s for all project activities shall be included with other items of work.

Any BMP required to protect storm water quality shall be installed within 24 hours of the time contractor is notifies by the Project Manager or regulatory agencies to install such BMP’s. Each 24 hour period elapsed without installation of the required BMP’s by the contractor will be considered an incident. Failure of the contractor to meet the 24 hour period for installing the required BMP’s may cause damages to the City and contractor shall be assessed additional liquidated damages as described in section 6-9 of these special provisions.

7-10 PUBLIC CONVENIENCE AND SAFETY.

7-10.1.1 Traffic and Access. The Contractor shall pr ovide and maintain two twelve-foot-wide lanes for two-way traffic at all times. No reduction of the traveled way width shall be permitted before 8 a.m. nor after 5 p.m. on any street unless prior approval in writing is obtained from the City’s Traffic Engineer.

The Contractor shall provide and maintain a minimum 4-foot-wide path for pedestrian traffic through the construction site. If a path through the construction site and within street right of way is not possible, the Contractor shall lay out and maintain a safe and direct pedestrian path around the construction site within the public right of way.

The pedestrian path shall be approved by the Project Manager.

Failure of the Contractor to maintain the required, two twelve-foot-wide lanes for two-way traffic, as specified above, will result in damages sustained by th e City. These damages will be assessed in the amount of $250.00 as liquidated damages for each incident that the Contractor fails to comply.

7-10.3.1 Street Closures, Detours, Barricades. For convenience to the Contractor to comply with the other provisions of this section, the following telephone numbers are listed (all numbers are 951 area code unless otherwise listed):

Police Department ........................................................... 826-5700 Fire Department .............................................................. 826-5321 Traffic Engineering Division ........................................... 826-5366 Traffic Signal Maintenance ............................................. 351-6096 Street Light Repair .......................................................... 351-6005 City Electric, Water (After hours) ................................... 687-0791 American Medical Response Ambulance Service............. 684-5520 RTA ................................................................................. 684-0850 (if applicable) Street Superintendent ....................................................... 351-6127 Riverside Schools ............................................................ 788-7134 Alvord Schools ................................................................ 351-9325 (for bus lines) Special Services Transportation ....................................... 687-8080 Pacific Bell (Emergency) ................................................. 811-2121 Gas Company (Emergency) ............................................. 1-800-427-2200 Gage Canal Office .......................................................... 780-1333

The Contractor is not relieved of the responsibility of notifying the various departments and agencies, even

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if their telephone numbers may be changed without notice.

Construction signs, barricades, and their applications sh all conform with the most current issues of the State of California Business and Transportation Agency, Department of Transportation, Division of Operations "Uniform Sign Chart" and the "Manual of Traffic Controls" for Construction and Maintenance Work Zones.

Public notification signs shall be posted at the project site as applicable. Signs shall be posted a minimum of one week prior to commencement of construction. Sign locations shall be approved by the Project Manager.

Prior to fabrication of public notification signs, Contractor shall submit drawings to the Project Manager for approval.

The submittal shall include sign sizes, colors, legends (including text size) and the method of erecting. Payment for submittals, fabrication, erection, maintenance and removal of public notification signs shall be included in the contract lump sum price for "Mobilization". All other construction signing, delineation, barricades and traffic control will be included in other items of work.

7-10.4.5 Public Safety During Non-Working Hours. The Contractor shall have primary responsibility for safety on the job site. Such responsibility notwithstanding, when the Contractor is not present and the Project Manager takes note of a circumstance that, in the Project Manager's judgment, constitutes an unsafe condition, the Project Manager may either attempt to contact the Contr actor or may direct any available forces to perform any functions he or she deems necessary to ensure the public safety at or in the vicinity of the job site. It shall be the Project Manager's option whether to attempt to contact the Contractor or whether to take immediate action with any means available to the Project Manager. If the Project Manager takes such action to correct an unsafe condition, the Contractor shall bear all expenses incurred by the City for such action.

7-10.4.6 Construction Schedule. The construction schedule required under Section 6-1 of these Special Provisions shall allow ample "on-street" parking, for affected people, within a reasonable distance from their homes and businesses. Requests for changes to the schedule shall be submitted by the Contractor to the Project Manager at least 48 hours prior to the scheduled operation to be changed.

The Contractor shall provide a construction advisory letter to all affected residences and businesses adjacent to the work site a minimum of 48 hours prior to construction on each street. The letter will indicate the duration of the proposed construction and also state if alternate parking arrangements will be necessary.

"Temporary No Parking Signs" shall be posted at least 24 hours, but no more than 48 hours, in advance of the work.

The signs shall be placed no more than 100 feet apart on each side of the street and at shorter intervals if conditions warrant. The Contractor shall provide the signs and will be responsible for adding the dates and hours of closure to the signs. All signs shall be removed within 24 hours after the effective date. If the date of closure is changed, the Contractor will be responsible for reposting the signs in accordance with the above requirements.

SECTION 8 --- FACILITIES FOR AGENCY PERSONNEL

SECTION 9 --- MEASUREMENT AND PAYMENT

9-3 PAYMENT

9.3.1.1 Payments. The City of Riverside payment process is through an electronic transfer process.

Contractors or Suppliers must set up for this payment process in order to be compensated for materials and or services.

9-3.2 Partial and Final Payments.

9-3.2.1 Payments. The Project Manager will, after award of Contract, establish a closure date for the purpose of making monthly progress payments. The Contractor may request in writing that such monthly closure date be changed. The Project Manager may approve such request when it is compatible with the City’s payment procedure.

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Each month, the Project Manager will make an approximate measurement of the work performed to the closure date and as a basis for making monthly payments, estimate its value based on Contract Unit Prices or as provided for in 9-2. When the Work has been satisfactorily completed, the Project Manager will determine the quantity of work performed and prepare the final estimate.

From each progress estimate, 5 % will be deducted and reta ined by the City, and the remainder less the amount of all previous payments will be paid. As provided for in Section 22300 of the California Public Contract Code, the Contractor may substitute securities for any moneys withheld by the City to en sure performance of this Contract.

Such substitution shall be made at the request and expense of the Contractor. Securities equivalent to the amount withheld may be deposited with the City or with a state or federally chartered bank as the escrow agent. Securities eligible for investment shall include those listed in Sec tion 16430 of the Government Code or bank or savings and loan certificates of deposit, interest bearing demand deposit accounts, and standby letters of credit.

For Lump Sum, Multi Payment Contracts, the Project Manager will establish a monthly payment schedule.

Each month the Contractor shall submit a billing for all work completed to date, less any previous payments received, for approval by the Project Manager. After approval, the Project Manager will issue a progress payment for the amount approved, less 5% retention.

No progress payment made to the Contractor or its sureties will constitute a waiver of the liquidated damages under 6-9

9-3.2.2 Progress Payments. Progress payment requests shall be processed in accordance with the provisions of Public Contract Code Section 20104.50, which is summarized as follows:

(a) Upon its receipt of Contractor's written paymen t request, City shall review it as soon as practicable to determine whether it is a proper payment request. If City determines that it is not a proper payment request suitable for payment, City shall return it to Contractor as soon as practicable, but not later than seven days after its receipt, together with a document setting forth in writing the reasons why it is not proper.

(b) If City fails to make a progress payment within thirty days after it receives an undisputed and properly submitted payment request from Contractor, City shall pay interest on the correct amount thereof at the legal rate set forth in Subdivision (a) of Section 685.010 of the Code of Civil Procedure.

(c) The number of days available to City to make payment without incurring an interest obligation thereon shall be reduced by the number of days by which City exceeds the seven-day return requirement of (a) above for return of an improper request.

(d) A "progress payment" includes all payments due under the Contract, except that portion of the final payment which is designated as retention earnings, and a payment request shall be considered properly executed if funds are available for paymen t thereof and payment is not delayed due to an audit inquiry by City's financial officer.

(e) As part of the monthly progress payment appr oval process the Contractor shall submit an updated monthly schedule to the Owner as referenced in 6-1 Construction Schedule & Commencement of Work. In addition, the Contractor shall maintain updated project As-Build drawings at the project job site to be reviewed and approved by the Owner as part of the aforementioned monthly "progress payment" approval process.

9-3.2.3 Retention Payment. City's payment to Contractor of the retention amounts withheld from progress payments made during the performance of the Work, and Contractor's disbursement thereof to Contractor's subcontractors, shall be subject to the requirements of Public Contract Code Section 7107, the Stop Notice

SP-22

withholding laws of the State of California and the other provisions of the Contract. City's payment obligations under Section 7107 are summarized herein; by executing the Contract Agreement, Contractor will be confirming knowledge of and responsibility for disbursement of the retention payment to Contractor's subcontractors.

(a) Within sixty (60) days after the date of co mpletion of the Work, City shall pay the undisputed and unencumbered portion of the retention amount to Contractor. If City disputes any portion of the amount Contractor demands, City will withhold from its payment an amount not exceeding 150% of the disputed amount.

(b) If City fails to pay the undisputed and une ncumbered portion of the retention amount due Contractor within sixty (60) days after the date of completion of the Work, City shall pay Contractor a charge of 2% per month on the amount improperly withheld in lieu of any other interest amount otherwise payable by operation of law. In any lawsuit brought for collection of amounts alleged to be wrongfully withheld by City, the prevailing party shall be entitled to attorney's fees and costs.

(c) "Completion" for purposes of this Section means any of the following events:

(1) Occupation, beneficial use and enjoyment of the Work by City, excluding testing, startup and commissioning activities, accompanied by Contractor's cessation of labor thereon;

(2) Acceptance of the Work by City;

(3) Contractor's cessation of labor for a c ontinuous period of 100 da ys or more due to factors beyond Contractor's control; or

(4) Contractor's cessation of labor for a c ontinuous period of 30 days or more if and after City records a notice of cessation of work or notice of completion.

SP-3 DIVISIONS OF SPECIFICATIONS. For convenience, the Specifications are divided into sections as set forth in the Table of Contents, but such segregati on shall not be considered as limiting the Work of any subcontracts or trades, and the City will not be responsib le for any division of the Work by subcontracts. The Contractor shall be solely responsible for all subcontract arrangements of th e Work regardless of the locations of provisions in the Specifications.

Where devices or items or parts thereof are referred to in the singular, it is intended that such reference shall apply to as many such devices, items or parts as are required to properly complete the Work.

The General Conditions, Special Provisions and Technical Specifications apply to each section of the Specifications as though fully set forth therein.

SP-4 A/E/CM'S STATUS. The A/E/CM shall have access to the site at all times wherever it is in preparation or progress and has the authority to act for the Project Manager should the A/E/CM observe Work that in the A/E/CM's judgment should be stopped to prevent damage, inju ry, loss, or error, the A/E/CM has the authority to direct the Contractor to stop the Work and the responsibility to notify the City's Project Manager of such Stop Work Notice without delay.

SP-5 AVAILABILITY OF PROJECT PLANS AND PROJECT SPECIFICATIONS.

Project plans and specifications can be reviewed at the City of Riverside website thru the following link:
www.riversideca.gov/bids
Bidders may review, download, and repr oduce documents as required for bidding purposes at the Bidders expense.

The Contractor shall obtain and purchase all project documents at the Contractor’s expense.

SP-23

SP-6 ENUMERATION OF PLANS AND SPECIFICATIONS. Following are the Plans and Specifications which form a part of this Contract:

A. PROJECT PLANS AND SPECIFICATIONS
See Technical Plans and Drawings

END OF PART 1

Contractor

Date: _______________________________

PERFORMANCE BOND

Bond No.

Premium:

KNOW ALL PERSONS BY THESE PRESENTS THAT:

WHEREAS on , 20 , the CITY OF RIVERSIDE ("CITY") awarded to ("PRINCIPAL") a contract for performance of the work described as the construction of Roof Removal and Replacement at Fire Station 7 for the City of Riverside Bid No. 7632 ("CONTRACT"), the terms and conditions of which are incorporated herein by reference; and

WHEREAS the CONTRACT requires PRINCIPAL to furnish this Performance Bond ("BOND") to guarantee PRINCIPAL's faithful performance of all provisions of the CONTRACT; and

WHEREAS ("SURETY"), a corporation legally authorize d to execute and furnish performance bonds as sole surety in the State of California, is willing to act as PRINCIPAL's SURETY in the making and giving of this BOND.

NOW, THEREFORE, we PRINCIPAL and SURETY hereby hold and firmly bind ourselves to pay to CITY in lawful United States currency the principal sum of Dollars ($ ), for which payment well and truly to be made to CITY or CITY's successors or assi gns we hereby bind ourselves and our heirs, legal representatives , successors and assigns, jointly and severally, firmly by these presents.

THE CONDITION OF THIS BOND IS THAT IF PRINCIPAL or PRINCIPAL's heirs, legal representatives, successors or assigns shall in all things stand to, abide by, and well and truly keep and faithfully perform all of the covenants, conditions and promises in the CONTRACT, including its work Guaranty, and all alterations thereof made as therein provided on PRINCIPAL's part to be kept and performed at the time and in the manner specified therein, and in all respects according to their true intent and meaning, and shall indemnify and save harmless CITY and CITY's officers, employees and agents as therei n specified, then this obligation shall bec ome null and void; otherwise, it shall be and remain in full force and binding effect.

SURETY hereby agrees that no change in the terms of the CONTRACT or the work to be performed thereunder, or any extension of time for completion thereof, shall in any way relieve it of it s obligations under this BOND, and hereby waives notice of any ch ange or extension thereof, and further waives the provisions of California Civil Code Sections 2819 and 2845.

If lawsuit is brought by CITY on this BOND, PRINCIPAL and SURETY shall pay to CITY, over and above the principal sum hereof, reasonable costs and attorney's fees which the court is hereby authorized to award.

IN WITNESS WHEREOF we sign and seal this BOND on

Correspondence or claims relating to
this BOND should be sent to SURETY at Principal
the following address:

By (Seal)

Typed Name and Title

Surety

(Seal)
Attorney-In-Fact
Telephone Number

Note: Signatures of those executing for Typed Name and Title SURETY must be acknowledged, and a Power
of Attorney attached.

PAYMENT BOND

Bond No.

Premium:

KNOW ALL PERSONS BY THESE PRESENTS THAT:

WHEREAS on , 20 , the CITY OF RIVERSIDE ("CITY") awarded to ("PRINCIPAL") a contract for performance of work described as the construction of The Roof Removal and Replacement at Fire Station 7 for the City of Riverside Bid No. 7632 ("CONTRACT"), the terms and conditions of which are incorporated herein by reference; and

WHEREAS the CONTRACT requires PRINCIPAL to furnish this Payment Bond ("BOND") to secure payment of the claims of persons described in California Civil Code Section 3248 (b); and

WHEREAS ("SURETY"), a corporation legally authorized to execute and furnish payment bonds as sole surety in the State of California, is willing to act as PRINCIPAL's SURETY in the giving of this BOND.

NOW, THEREFORE, we PRINCIPAL and SURETY hold and firmly bind ourselves unto CITY and all persons and entities described in California Civil Code Section 3248(b) whose claims are not paid by PRINCIPAL in the total sum of Dollars ($ ), for which payment well and truly to be made we bind ourselves and our heirs, legal representatives, successors and assigns, jointly and severally, firmly by these presents.

THE CONDITION OF THIS BOND IS THAT IF PRINCIPAL or PRINCIPAL's successors, assigns, or subcontractors fail to pay any of the persons described in California Civil Code Section 3181, any amounts due under the California Unemployment Insurance Cod e with respect to work or labor performed under the CONTRACT or any amounts required to be deducted, withheld and paid over to the California Employment Development Department from the wages of employees of PRINCIPAL and PRINCIPAL's subcontractors pursuant to California Unemployment Insurance Code Section 13020 with respect to such work and labor, SURETY will pay for the same in an amount not exceeding the sum stated above, plus all costs and reasonable attorney's fees awarded by any court of competent jurisdiction in any lawsuit brought upon this BOND.

THIS BOND SHALL INURE TO the benefit of all persons and entities described in California Civil Code Section 3248(b) so as to give them or their assigns a right of action in any lawsuit brought upon this BOND, and is executed and filed to comply with the Public Works Payment Bond provisions of Chapter 7, Title 15, Part 4, Division 3 of the California Civil Code (commencing at Section 3247) and all amendments thereto, which provisions are incorporated herein by this reference.

IN WITNESS WHEREOF we sign and seal this BOND on

Correspondence or claims relating to
this BOND should be sent to SURETY at Principal
the following address:

By (Seal)

Typed Name and Title

Surety

(Seal)
Attorney-In-Fact
Telephone Number

Note: Signatures of those executing for Typed Name and Title SURETY must be acknowledged, and a Power

of Attorney attached.

GENERAL AND/OR AUTOMOBILE LIABILITY

ADDITIONAL INSURED ENDORSEMENT

CITY OF RIVERSIDE

Notwithstanding any inconsistent statement in the policy to which this endorsement pertains or in any endorsement now or hereaf ter attached thereto, it is agreed as follows:

1. The City of Riverside and its officers and employees are additional insured thereunder in relation to those operations, uses, occupations, acts, and activities described generally above with regard to operations performed by or on behalf of the named insured.

2. Such insurance shall be primary, and not contributing with any other insurance maintained by the additional insured.

3. The policy shall apply separately to each insured against whom claim is made or suit is brought except with respect to the limits of the company's liability.

4. The policy shall not be subject to cancellation, change in coverage, reduction of limits or non-renewal except after written notice to the Risk Manager of the City of Riverside by certified mail, return receipt requested, not less than thirty (30) days prior to the effective date thereof.

ADDRESS CANCELLATION NOTICE AS FOLLOWS: ISSUE ENDORSEMENT TO:

Risk Manager City of Riverside
City of Riverside C/O City Attorney
City Hall, 3900 Main Street City Hall, 3900 Main Street Riverside, California 92522 Riverside, California 92522

Except as stated above and not in conflict with this endorsement, nothing contained herein shall be held to waive, alter or extend any of the limits, agreements, or exclusions of the policy.

TYPE OF COVERAGE TO WHICH POLICY PERIOD: LIMITS OF LIABILITY:

THIS ENDORSEMENT ATTACHES FROM: ____________________ TO: _____________________

The following inclusions, exclusions, extensions or specific prov isions relate to the above coverage. Aggregate limits and separate deductibles, if applicable, are to be noted after the stated coverage. (Attach additional pages if space is insufficient.) Sc heduled items or locations are to be identified on an attached sheet.

(Continued on Page 2)
Named Insured and Address:

Contractor’s Name:

Contractor’s Address:

General description of agreement(s) and/or activity(s) insured:

Roof Removal and Replacement at Fire Station 7 Bid No.7632

Endorsement No. │Effective Date: │Policy No.:

RFP No. 2175

GENERAL AND/OR AUTOMOBILE LIABILITY

ADDITIONAL INSURED ENDORSEMENT

CITY OF RIVERSIDE

INCLUDES:
( ) Premises & Operations ( ) Incidental Medical Malpractice ( ) Contractual Liability ( ) Explosion Hazard ( ) Independent Contractors ( ) Collapse Hazard ( ) Products/Completed Operations ( ) Underground Hazard ( ) Broad Form Property Damage ( ) Garage keepers Legal Liability ( ) Personal Injury (Primary) $
( ) Broad Form Liability Endorsement ( ) Owned Automobiles ( ) Fire Legal Liability ( ) Non-owned Automobiles ( ) Watercraft Liability ( ) Hired Automobiles ( ) ( ) __________________________

EXCLUDES:

DEDUCTIBLE: A deductible or self-insured retention (strike out one) of $__________________________ applies to coverage.

DEDUCTIBLE APPLIES PER CLAIM ( ), PER OCCURRENCE ( ).

Insurance Company

Address

I, (type or print name) hereby declare under penalty of perjury, under the laws of the State of California, that I have the authority to bind the above-named insurance company to this endorsement and by my execution hereof, do so bind said company. __________________________________________________
Signature of Authorized Representative

(Original Signature only; No Facsimile Signature or Initialed Signature Accepted)

Executed at , on , 20__.

Phone No.: ( )

RFP No. 2175

EXHIBIT A

Scope of Services

RFP No. 2175

EXHIBIT A

Scope of Services

2. Background and General Project Description

The City of Riverside Public Works Department maintains a storm drain system consisting of over 5,000 catch basins and 190 miles of pipe. The section responsible for this maintenance has relocated to the Riverside Water Quality Control Plant (RWQCP ) located at 5950 Acorn Street Riverside CA 92504. The Public Works Department is seeking to construct a modular structure to for field crews to meet, plan, an d coordinate maintenance activities. The st ructure proposed is a permanent 24’ x 60’ modular structure to be located at a designated area of the RWQCP. In 2012, this area was cleared, compacted, and utilities installed to accommodate construction trailers for a multiyear construction project. One 60 x 60 permanent modular structure remains and this 24 x 60 permanent modular structure would be built next to it (Attachment A). This project consists of the design, build, and construction of the modular st ructure. All designs provided and construction completed must be ADA compliant.

3. The Consult shall:
a. Complete a final design of the permanent modular structure. The basic proposed layout can be seen in Attachment B. The final design plans shall include a more detailed design including:
i. Design and Engineering
 Floor plan, elevation, and section
 Structural engineering
 Foundation design and engineering
 Mechanical, electrical, and plumbing details
ii. Structure
 5 private offices
 1 restroom with ventilation
 IDF and storage room
 Kitchenette with sink, countertops, and cabinets
 Factory standard finishes for windows, doors, hardware, floor coverings, etc. Windows shall be dual pane, tinted, and have awnings.

Each office shall have a large window with the 14x10 office having two large windows.
 Redundant heating, ventilation, air conditioning sized correctly for the building and occupancy square footage. HVAC system coils to be coated to prevent corrosion.
 Painted cementitious siding
 Single slope roof with leveling parapet and scuppers
 60 mil. TPO roofing or better
b. Build/Construct the modular structure per the final design plan c. Deliver, install, and perform final construction of the structure and surrounding area including:
i. Transportation to the site
RFP No. 2175

ii. Crane and/or any and all other necessary installation services iii. Foundation connections and hardware
iv. Utility connections
v. ADA compliant concrete sidewalks/ramps to entrance/exit points

RFP No. 2175

Attachment A – Location - 5950 Acorn Street Riverside, CA 92504

Figure 1 – RWQCP located near Van Buren Blvd and Jurupa Ave in Riverside, CA

Figure 2 – Area within the RWQCP where new modular structure would be built

New Proposed
Modular Structure
New sidewalk/ramp
New sidewalk/ramp
Existing 60 x 60
Modular Structure
RFP No. 2175

Attachment B – Basic Layout

RFP No. 2175

EXHIBIT B

Sample Design-Build Agreement

RFP No. 2175

EXHIBIT C

Disclosure Questionnaire

RFP No. 2175

DISCLOSURE QUESTIONNAIRE

The Consultant shall complete the following questionnaire:

1. Has the Consultant, any officer of the Consultant, or any employee of the Consultant who has proprietary interest in the Consultant, ev er been disqualified, removed, or otherwise prevented from bidding on, or co mpleting a federal, state, or local government project because of a violation of law or safety regulation?
Yes _____ No _____
If the answer is yes, explain the circumstances in the following space.

2. Has the Consultant, any officer of the Consultant, or any employee of the Consultant who has proprietary interest in the Consultant, ever had any administrative proceedings, claims, lawsuits, or other exposures pending against the Consultant? Yes _____ No _____
If the answer is yes, explain the circumstances in the following space.

RFP No. 2175

EXHIBIT D

Utilities Reference Drawings

H DUNHAM

S WILLIAMS
GENERAL G BEHNKEG-1 NO SCALE
COVER

RECORD DRAWING
incorporated into the document as a result
errors or omissions which may have been
who is not responsible for any inaccuracies,
compiled and furnished by others to the preparer
or in part on the basis of unverified information
This record drawing has been prepared, entirely

DEPARTMENT OF PUBLIC WORKS

CITY OF RIVERSIDE, CALIFORNIA
FOR THE 2012 PLANT EXPANSION

PROJECT MANAGEMENT FACILITY

QUALITY CONTROL PLANT

RIVERSIDE REGIONAL WATER

RECORD DRAWING
JUNE 2012
VOLUME 2 OF 2
Plot Date: 31-JUL-2012 15:57User: Lisa LyFi le: W QCP-G-1.dgn M odel : Lay out1 ColorTable: bw.ctb DesignScript : M W H_Iplot_PenTable_V89.pen PlotSc ale: 0.083333:1 SCALE

DESIGNED
DRAWN

CHECKED

SHEET WARNING

NOT TO SCALE

THEN DRAWING IS
NOT MEASURE 1"

IF THIS BAR DOES
1 02
1 REVDATEBYDESCRIPTION

CITY OF RIVERSIDE, CALIFORNIA
T-48
PROJECT MANAGEMENT FACILITY FOR THE 2012 PLANT EXPANSION

RIVERSIDE REGIONAL WATER QUALITY CONTROL PLANT

G BEHNKE
GENERAL G BEHNKEG-2 NO SCALE

VICINITY, LOCATION MAPS AND LIST OF DRAWINGS

S WILLIAMS

VICINITY MAP

LOCATION MAP
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CITY
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SID
E
AVEN
U
E
B
LV D
LIN
C
O
LN
ST
VIC
TO
R
IA
VAN

BUREN
IND
IA NA
A V
E
P
LAC
E
CREST
A
V
E
B
E L
L
LA
C
AM
P
TYLER
CY
G
R
AM
E
R
SIERRA
W
EL L
S
AVE
GOLDEN
C
Y
P
R
E
S
S
M
AG
N
O
LIA
C
O

L L E T T
A V
E
AV
ENU
E
ST
IND
IA NA

BUCHANA
N
PIERCE
ST

CITY LIM ITS
H
O
L E
P
IERC
E
C
Y
P
R
E
S S
A V
E

ARLINGTON
PALM
BLVD

RUT LAND
TYLER
C
ITY

L
IM

ITS TON
FRW
Y
B
AN
D
IN
I
3 3
1 1

RECORD DRAWING
incorporated into the document as a result
errors or omissions which may have been
who is not responsible for any inaccuracies,
compiled and furnished by others to the preparer
or in part on the basis of unverified information
This record drawing has been prepared, entirely

GENERAL
COUNT
SHEET
NO.

DRAWING
TITLE
SHEET
CIVIL

LIST OF DRAWINGS

LANDSCAPE

INSTRUMENTATION
GI-2
GI-1

ELECTRICAL

GENERAL INSTRUMENTATION NETWORK DIAGRAM

GENERAL INSTRUMENTATION FIBER OPTIC OVERALL LAYOUT
O
R
A N
G
E
W
O
O D
D
R

W INTERHAVEN AV
JU
R
U
P
A
A V

RICKENBACKER AV
JU
R
U
P
A
A V
VAN

BUREN BL

PAYTON AV

ACORN ST

CONTROL PLANT

WATER QUALITY

RIVERSIDE
RIVERSIDE, CA 92504
5950 ACORN ST.

PROJECT SITE
684, GRID H7

THOMAS GUIDE PAGE
L-7
L-6
L-5
L-4
L-3
L-2
L-1
GL-3
GL-2
GL-1

LANDSCAPE PM FACILITY IRRIGATION HYDROZONE CALCULATIONS

LANDSCAPE ROADSIDE IRRIGATION PLAN
LANDSCAPE PM FACILITY IRRIGATION PLAN 2
LANDSCAPE PM FACILITY IRRIGATION PLAN 1

LANDSCAPE ROADSIDE LANDSCAPE PLAN
LANDSCAPE PM FACILITY LANDSCAPE PLAN 2
LANDSCAPE PM FACILITY LANDSCAPE PLAN 1

GENERAL LANDSCAPING PLANTING DETAILS

GENERAL LANDSCAPING IRRIGATION DETAILS AND LEGEND

GENERAL LANDSCAPING IRRIGATION AND PLANTING NOTES

ELECTRICAL CONDUIT AND CABLE SCHEDULE

ELECTRICAL CONDUIT DEVELOPMENT

ELECTRICAL SCHEDULES AND MISCELLANEOUS DETAILS

ELECTRICAL ADMINISTRATION BUILDING AND CONTROL PLAN

ELECTRICAL POWER, LIGHTING, AND GROUNDING PLAN

ELECTRICAL SINGLE LINE DIAGRAM AND ELEVATIONS

ELECTRICAL SITE PLAN

GENERAL ELECTRICAL STANDARD DETAILS - I

GENERAL ELECTRICAL ABBREVIATIONS & GENERAL NOTES

GENERAL ELECTRICAL SYMBOLS -II

GENERAL ELECTRICAL SYMBOLS - I
E-7
E-6
E-5
E-4
E-3
E-2
E-1
GE-4
GE-3
GE-2
GE-1
35 34
33 32
31 30
29 28
27 26
25 GENERAL ABBREVIATIONS

GENERAL SYMBOLS

GENERAL VICINITY, LOCATION MAPS AND LIST OF DRAWINGS
COVER
4 3
2 1
G-4
G-3
G-2
G-1

REFERENCE DRAWINGS
S-6
S-4
S-2

SECTIONS

SECTIONS AND DETAILS

ROOF FRAMING PLAN
38 37
36 T-25
T-25
T-25

BUILDING & SAFETY DIVISION COMMENTS
ADDENDUM NO. 1

1 2
36/5/2012LJLRECORD DRAWING
7/11/2011
9/2/2011GBB
GBB
C-4A
C-4
C-3
C-2
C-1
GC-3
GC-2
GC-1
CIVIL ACCESS RAMP DETAILS 2
CIVIL ACCESS RAMP DETAILS 1

CIVIL YARD PIPING PLAN

CIVIL GRADING AND DRAINAGE PLAN

CIVIL HORIZONTAL CONTROL AND PAVING PLAN

GENERAL CIVIL STANDARD DETAILS - II

GENERAL CIVIL STANDARD DETAILS - I

GENERAL CIVIL NOTES AND SYMBOLOGY
12 11
10 9
8 7
6 5
14 13
24 23
22 21
20 19
18 17
16 15
Plot Date: 31-JUL-2012 15:58User: Lisa LyFi le: W QCP-G-2.dgn M odel : Lay out1 ColorTable: bw.ctb DesignScript : M W H_Iplot_PenTable_V89.pen PlotSc ale: 0.083333:1 SCALE

DESIGNED
DRAWN

CHECKED

SHEET WARNING

NOT TO SCALE

THEN DRAWING IS
NOT MEASURE 1"

IF THIS BAR DOES
1 02
1 REVDATEBYDESCRIPTION

CITY OF RIVERSIDE, CALIFORNIA
T-48
PROJECT MANAGEMENT FACILITY FOR THE 2012 PLANT EXPANSION

RIVERSIDE REGIONAL WATER QUALITY CONTROL PLANT
Under Construction
Under Construction
Water
Water
Obscured Area
Obscured Area
Obscured Area
Obscured Area
Obscured Area
Obscured Area
Obscured Area
Obscured Area
Obscured Area
OBS.

OBS.

OBS.

OBS.

OBS.

OBS.

OBS.

OBS.

OBS.

OBS.

OBS.

OBS.

OBS.

OBS.

OBS.

OBS.

Obscured Area
Obscured Area
Obscured Area
Obscured Area
Obscured Area
Obscured Area
Water
Obscured Area
Obscured Area
Obscured Area
Obscured Area
OBS.

OBS.

OBS.

OBS.

OBS.

OBS.

OBS.

Obscured Area
Obscured Area
Obscured Area
OBS.

OBS.

OBS.

OBS.

Obscured Area
OBS.

OBS.OBS.

OBS.

OBS.

OBS.

OBS.

OBS.

OBS.

OBS.

OBS.

OBS.OBS.

OBS.

OBS.

OBS.

OBS.

OBS.

OBS.

Tank
Tank
OBS.

OBS.

Water
OBS.

OBS.

OBS.

OBS.

OBS.

OBS.

OBS.OBS.

OBS.

OBS.

OBS.

OBS.

OBS.

OBS.

OBS.

OBS.

OBS.

OBS.

OBS.

OBS.

OBS.

OBS.

Conc.

Con
c.

Asph.

Asph
.

Asph.

Con
c.

Conc.

Conc.

Conc.

Conc.

Conc.

Asph.

Asph
.

Asph.

Asph
.

Rocks
Rocks
Asph.

Asph.

Asph.

Conc.

Asph.

Conc.

Conc.

Asph.

Asph.

Asph.

Asph.

Dirt
Asph.

Asph.

Asph.

Asph
.

Asph.

Asph
.

Asph.

Asph.

A
s
p
h
.

Conc.

Conc.

Rocks
Rocks
Asph.

Asph.

Asph.

Asph.

Asph.

Rocks
R
o
c
k
s
R
o
c
k
s
R
o
c
k
s
A
s
p
h
.

R
o
c
k
s
R
o
c
k
s
R
o
c
k
s
R
o
c
k
s
Rocks
No. 7
Second
ary Clarifier
No.
8 Secon
dary Clarifier
Plant 1
Primary Clarifiers
Plant 1
Primary Clarifiers
No. 5
Sec
on
dary Clarifier
No. 6
Second
ary Clarifier
Plant 2
Aeration Basin
Flow Metering
Structure
Junction Box
No. 3
Distribution Box
No. 2
Distribution Box
No. 1
AB Splitter
Box
Plant 1
Aeration
Basin
RAS Splitter
Box
Plant 1
Secondary Clarifiers
Junction Box
No. 8
No.
3 Equalization
Basin
No. 4
Equalizati
on
Basin
No. 2
Equaliza
tion Basin
No.
1 Equalizati
on Basin
Junction Box
No. 9
Basin #2
Chlorine Contact
Tertiary Filters
Pond No. 4
W
aste Backwash
Pond No. 3
W
aste Bac
kwash
Fi ltration
Basins
Chlorine Contact
Bldg
.

Belt Press
No. 3
Blower Bldg.

Storage Tank
No. 2
Bac
kwash W
ater
Storage Tank No. 1
Backwash W
ater
No. 1 0
Primary Clarifier
No. 8
Primary Clarifier
No. 7
Primary Clarifier
No.
9 Primary Clarifier
Digester No.
4 Bldg.

Admin.

No. 9
Digester Bldg. No. 1 PS
Digester No. 1
Digester No. 5
Junction Box
No. 13A/B
Distribution Box
No. 3
No. 22
Pump Station
Chemica
l Bldg.

Bldg.

Belt Press
Blower/Pump Bldg. No. 2
MCC Bldg. No. 2 -
Digester No. 2
Bldg
.

Maintenance
Bldg.

Maintenance
Bldg.

Storage
Drying Beds
Drying Beds
Drying
Beds
Bldg
.

Admin.

Bldg.

Co-Gen
Pond
No.
1 W
aste Bac
kwash
Pond No. 2
W
aste Backwash
DAF No.
1 DA
F No. 1
Bldg
.

DAF Control
Headworks
Headworks
Drying Beds
Drying Beds
Drying Beds
Drying
Beds
Drying
Beds
Basin #3
Chlorine Con
tact
Junction Box
No. 6
Junction Box
No. 7
Junction Box
No. 8
Junction Box
No. 9
Bldg.

Admin.

Headworks
Digester
Digester
Junction Box
No. 10
Junction Box
No. 12
Junction Box
No. 16
Junction Box
No. 14
Junction Box
No. 15
Junction Box
No. 17
Flow Meter
Vault
DeChlor. Bldg.

Storm Water
Control Station
Junction
Chamber

ROSE GARDEN
SHED
VAULT
STAIR
PL
P
L
P
L
P
L
P
L
P
L
P
L
P
L
P
L
P
L
P
L
P
L
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
P
L
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL PL

PL PL PL PL PL
PL PL
PL
PL PL

PL PL PL
PL
PL
PL
PL PL
PL
PL
PL
PL
PL
PL
PL
PL
P
L
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
S
H
E
D
P
L
P
L
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
77 693.61
Junction Box
No. 11
68 730.45
74 762.04
G-3 GENERAL NO SCALE

S WILLIAMS

G BEHNKE

G BEHNKE

SYMBOLS

RECORD DRAWING
incorporated into the document as a result
errors or omissions which may have been
who is not responsible for any inaccuracies,
compiled and furnished by others to the preparer
or in part on the basis of unverified information
This record drawing has been prepared, entirely
5 /
###
12" PW (PVC)
12MAU-05
0 @

CENTERLINE
ANGLE
AT

ROUND OR DIAMETER

COORDINATE POINT
CL

REFERENCE SYMBOLS
33 2M-32M-2
DETAIL

DETAIL IS SHOWN

SHEET ON WHICH

DETAIL NUMBER

DETAIL IS CALLED-OUT

SHEET ON WHICH
11 1A-1

ELEVATION
1A-3

ELEVATION IS SHOWN

SHEET ON WHICH

ELEVATION NUMBER

ELEVATION IS CALLED-OUT

SHEET ON WHICH

FLUID ABBREVIATION

MATERIAL

PIPE DIAMETER

EQUIPMENT IDENTIFICATION

EQUIPMENT DESIGNATOR

AREA NUMBER

EQUIPMENT NUMBER
6 6A
1A-1

ELEVATION
1A-3
6 1A-3
A
B
C
D

ELEVATION NUMBER

ELEVATION IS SHOWN

SHEET ON WHICHELEVATION IS CALLED-OUT

SHEET ON WHICH
OR
DETAIL
C-302C-302

STANDARD DETAIL IDENTIFICATION

DETAIL NUMBER

SHEETS, IN NUMERICAL ORDER

STANDARD DETAILS ARE LOCATED ON DISCIPLINE GENERAL
AA
3S-53S-1

SECTION

SECTION IDENTIFICATION

SECTION LETTER

SECTION IS SHOWN

SHEET ON WHICHSECTION IS CUT

SHEET ON WHICH

GENERAL SYMBOLOGY

MATERIAL SYMBOLOGY

BACKFLOW PREVENTER VALVE

EXISTING TO BE REMOVED OR DEMOLISHED

FUTURE (PHANTOM)

EXISTING (SCREENED)

NEW CONSTRUCTION

PIPING IDENTIFICATION

DETAIL IDENTIFICATION

INTERIOR ELEVATION IDENTIFICATION

EXTERIOR ELEVATION IDENTIFICATION

MISCELLANEOUS
SOCIETY STANDARD SYMBOLS.

FOR WELDING SYMBOLS USE AMERICAN WELDING
DISCIPLINE GENERAL DRAWINGS.

DISCIPLINE SPECIFIC SYMBOLS ARE SHOWN ON THE

SHEET KEY NOTES

GRAVEL/DRAINROCK/AGGREGATE BASE

FINISHED GRADE

CLEANOUT
CO
CO

PIPING SYMBOLOGY
36/5/2012LJLRECORD DRAWING
Plot Date: 31-JUL-2012 15:58User: Lisa LyFi le: W QCP-G-3.dgn M odel : Lay out1 ColorTable: bw.ctb DesignScript : M W H_Iplot_PenTable_V89.pen PlotSc ale: 0.083333:1 SCALE

DESIGNED
DRAWN

CHECKED

SHEET WARNING

NOT TO SCALE

THEN DRAWING IS
NOT MEASURE 1"

IF THIS BAR DOES
1 02
1 REVDATEBYDESCRIPTION

CITY OF RIVERSIDE, CALIFORNIA
T-48
PROJECT MANAGEMENT FACILITY FOR THE 2012 PLANT EXPANSION

RIVERSIDE REGIONAL WATER QUALITY CONTROL PLANT
G-4

ABBREVIATIONS

GENERAL NO SCALE

G BEHNKE

G BEHNKE

S WILLIAMS

RECORD DRAWING
incorporated into the document as a result
errors or omissions which may have been
who is not responsible for any inaccuracies,
compiled and furnished by others to the preparer
or in part on the basis of unverified information
This record drawing has been prepared, entirely
FOR ADDITIONAL ABBREVIATIONS SEE:

OTHER ABBREVIATIONS CONFORM TO ANSI
STANDARD ABBREVIATIONS Z32.2.3

PIPING - PIPING SCHEDULE

ELECTRICAL - GENERAL ELECTRICAL SHEETS

INSTRUMENTATION - GENERAL INSTRUMENTATION SHEETS

CIVIL - GENERAL CIVIL SHEETS
BWV
BVC
BV
BTU
BT
BSMT
BRK
BPV
BOT
BOP
BOD
BO
BM
BLVD
BLKG
BLK
BLDG
BHP
BFV
BFP
BF
BDRY
BD
BCR
BC
B/W
B&S

BACK WATER VALVE

BEGIN VERTICAL CURVE

BALL VALVE

BRITISH THERMAL UNIT
BOLT

BASEMENT

BRICK / BREAK

BACK PRESSURE VALVE
BOTTOM

BOTTOM OF PIPE

BIOCHEMICAL OXYGEN DEMAND

BLOW-OFF ASSEMBLY

BEAM / BENCH MARK

BOULEVARD

BLOCKING

BLACK / BLOCK

BUILDING

BRAKE HORSEPOWER

BUTTERFLY VALVE

BACK FLOW PREVENTER

BLIND FLANGE / BOTTOM OF FOOTING

BOUNDARY
BOARD

BEGIN CURB RETURN

CENTERS / BACK OF CURVE

BEGIN CURVE / BOLT CIRCLE / BETWEEN

BACK OF WALL / BACK OF WALK

BELL AND SPIGOT
CMU
CMP
CML&C
CML
CMC
CMB
CLR
CLOS
CLG
CLF
CL
CJ
CIPP
CIP
CI
CHKD
CHG
CHEM
CFS
CFM
CFH
CF
CEM
CD
CC
CB
CATV
CATS
CAP
CAB
C&G
C

CONCRETE MASONRY UNIT

CORRUGATED METAL PIPE

CEMENT MORTAR-LINED AND COATED

CEMENT MORTAR-LINED

CEMENT MORTAR-COATED

CRUSHED MISCELLANEOUS BASE

CLEAR / CLEARANCE
CLOSET

CEILING

CHAIN LINK FENCE

CHLORINE GAS / CHLORINATOR / CENTERLINE

CONSTRUCTION JOINT

CAST IN PLACE PIPE

CAST IRON PIPE / CAST IN PLACE

CAST IRON

CHECKERED
CHANGE

CHEMICAL

CUBIC FEET PER SECOND

CUBIC FEET PER MINUTE

CUBIC FEET PER HOUR

CURB FACE / CUBIC FOOT
CEMENT

CEILING DIFFUSER

CLOSED CIRCUIT TV / CENTER TO CENTER

CATCH BASIN / CHALKBOARD / CURB

CABLE TELEVISION

CASING TEST STATION

CAPACITY

CABINET / CRUSHED AGGREGATE BASE

CURB AND GUTTER

CENTIGRADE / CHANNEL / CEMENT
AWWA
AWS
AWPA
AVE
AV/AR
ATM
AT
ASTM
ASPH
ASME
ARCH

APPURTS
APPROX
APPD
API
ANSI
AMB
ALUM
ALT
AISC
AFF
AER
ADJ
ADH
ADD
ACP
ACOUS
ACI
AC
ABS
ABBR
ABND
ABAN
AB
AASHTO
A/R
A/C
A
CYL
CY
CV
CULV

CYLINDER

CUBIC YARD

CHECK VALVE

CULVERT
CU
CTSK
CTS
CTR
CT
CSTS
CSP
CS
CPVC
CPLG
COTG
COR
COORD
CONTR
CONT
CONST
CONN
COND
CONC
COMP
COMM
COL
CO

COPPER / CUBIC

COUNTERSUNK

CORROSION TEST STATION
CENTER

CERAMIC TILE

CURRENT SPAN TEST STATION

CORRUGATED STEEL PIPE

CAUSTIC SODA / CAST STEEL

CHLORINATED POLYVINYL CHLORIDE

COUPLING

CLEANOUT TO GRADE
CORNER

COORDINATE

CONTRACTOR

CONTINUED / CONTINUOUS

CONSTRUCT / CONSTRUCTION

CONNECTION

CONDENSER / CONDENSATE

CONCRETE / CONCENTRIC

COMPRESSOR

COMMUNICATIONS CABLE
COLUMN

CLEANOUT

DRIVEWAY
DOWELS

DRAWING

DRAIN TILE

DRENCH SHOWER AND EYE WASH

DOOR / DRAIN

DISSOLVED OXYGEN / DITTO
DOWN

DROP MANHOLE

DEAD LOAD

DISPENSER

DISCHARGE

DIRECTION

DUCTILE IRON PIPE

DIFFUSER / DIFFERENTIAL

DIAPHRAGM

DIAGONAL

DIAMETER

DUCTILE IRON

DOUBLE HUNG

DOOR GRILL

DRINKING FOUNTAIN / DOUGLAS FIR
DETAIL
DEGREE

DIRECT CURRENT
DOUBLE

DIRECT BURY

DISSOLVED AIR FLOTATION THICKENER

DOUBLE ACTING DOOR
PENNY
DWY
DWLS
DWG
DT
DS
DR
DO
DN
DMH
DL
DISP
DISCH
DIR
DIP
DIFF
DIAPH
DIAG
DIA
DI
DH
DG
DF
DET
DEG
DC
DBL
DB
DAFT
DAD
d
EXTR
EXT
EXP
EXIST
EX-HY
EXH
EXC
EX
EW
EVC
EVAP
ETC
ETB
ESMT
EQUIP
EQ
EPT
EP
ENT
ENGR
ENG
ENCL
EN
ELEC
EL
EGL
EG
EFF
EF
ECR
ECC
EC
EB
EA
E/O
E

EXTRUDED

EXTERIOR / EXTENSION

EXPANSION

EXISTING

EXTRA HEAVY

EXHAUST

EXCAVATION

EXISTING

EACH WAY / EYE WASH

END VERTICAL CURVE

EVAPORATOR

ET CETERA

EMULSION TREATED BASE

EASEMENT

EQUIPMENT
EQUAL

ETHYLENE PROPYLENE

EDGE OF PAVEMENT

ENTRANCE

ENGINEER
ENGINE

ENCLOSURE

EDGE NAILING

ELECTRICAL / ELECTRONIC

ELEVATION

ENERGY GRADE LINE
GRILLE

EXISTING GRADE / EDGE OF GUTTER / EXHAUST

EFFLUENT

EACH FACE / EXHAUST FAN

END CURB RETURN

ECCENTRIC

END CURVE

EXPANSION BOLT OR ANCHOR
EACH

EAST OF
EAST
FWD
FV
FUT
FUR
FTG
FT
FS
FRP
FR
FPTS
FPS
FPM
FPC
FOW
FOS
FOM
FOC
FND
FN
FMH
FM
FLSG
FLR
FLOCC
FLGD
FLG
FLEX
FL
FIX
FIN
FIG
FH
FG
FF
FEM
FE
FDR
FD
FCO
FB
FAI
FAB
F&I
F&C
F TO F
F
LOWER

LOW WATER LEVEL

LOW WATER

LIME TREATED SOIL

LEFT / LIGHT

LIQUID PETROLEUM GAS

LOW POINT / LOW PRESSURE / LAMP POST

LONGITUDINAL

LAYOUT LINE

LOCATION

LONG LEG VERTICAL

LONG LEG HORIZONTAL

LIVE LOAD

LAMP HOLE / LEFT HAND

LENGTH / LONG

LINEAR FOOT
LEVEL

LANDING

LOCAL DEPRESSION

LOCAL CONTROL STATION

LOCAL CONTROL PANEL
POUND

LAVATORY

LATERAL

LAMINATED

LABORATORY

LITER / LENGTH / ANGLE
LWR
LWL
LW
LTS
LT
LPG
LP
LONG
LOL
LOC
LLV
LLH
LL
LH
LG
LF
LEV
LDG
LD
LCS
LCP
LB
LAV
LAT
LAM
LAB
L
kWh
kW
KVA
kV
km
kg
K
k

KILOWATT HOUR

KILOWATT

KILOVOLT AMPHERE

KILOVOLT

KILOMETER

KILOGRAM

KELVIN / KARAT
KILO
JOINT
JOISTS

JUNCTION STRUCTURE

JUNCTION

JUNCTION CHAMBER

JANITOR
IRRG
IPS
IP
INV
INT
INST
INSP
INSL
INFL
INCL
IN
IJTS
IF
ID
IBC
I&O
I/O
JT
JSTS
JS
JCT
JC
JAN

IRRIGATION

IRON PIPE SIZE

IRON PIPE
INVERT

INTERIOR

INSTRUMENT

INSPECTION

INSULATION / INSULATING / INSULATED

INFLUENT

INCLUDE / INCLUDING
INCH

INSULATING JOINT TEST STATION

INSIDE FACE

INSIDE DIAMETER

INTERNATIONAL BUILDING CODE

INSIDE AND OUTSIDE

INPUT/OUTPUT

HYDRAULIC / HYDRANT

HANDWHEEL OPERATED

HIGH WATER LEVEL

HARDWOOD

HOT WATER / HEADWORK

HEATING, VENTILATION AND AIR CONDITIONING

HORIZONTAL AND VERTICAL CONTROL POINT
HEATER

HEATING

HOLLOW STRUCTURAL SECTION

HORIZONTALLY SLOTTED

HEAT RETURN / HOUR

HIGH PRESSURE GAS

HIGH POINT / HORSE POWER / HIGH PRESSURE

HORIZONTAL

HOLLOW METAL
HANGER

HYDRAULIC GRADE LINE

MERCURY

HEXAGONAL

HEADWALL

HARDWARE
HEADER

HOUSE CONNECTION

HOSE BIBB

HEATING AND VENTILATING

HIGH / HEIGHT
HYD
HWO
HWL
HWD
HW
HVAC
HV
HTR
HTG
HSS
HSL
HR
HPG
HP
HORZ
HM
HGR
HGL
Hg
HEX
HDWL
HDW
HDR
HC
H/B
H&V
H
GYPSUM

GATE VALVE

GALVANIZED STEEL PIPE

GRATING

GRADE / GROUND
GRADE

GALLONS PER MINUTE

GALLONS PER HOUR

GALLONS PER DAY

GUY POLE

GAS METER

GLOBE VALVE

GLUE LAMINATED BEAM / GLULAM

GLASS / GROUND LINE / GRADE LINE

GALVANIZED IRON PIPE

GALVANIZED IRON

GROOVED FLANGE ADAPTER

GENERAL / GENERATOR

GRADE BREAK

GUY ANCHOR

GALVANIZED
GALLON

GAGE / GAUGE
GAS
GYP
GV
GSP
GRTG
GRD
GR
GPM
GPH
GPD
GP
GM
GLV
GLB
GL
GIP
GI
GFA
GEN
GB
GANC
GALV
GAL
GA
G
OZ
OWG
OSHA
OSA
OS&Y
ORIG
OPP
OPNG
OPER
OHW
OH
OFF
OFD
OF
OE
OD
OC
OBJ
SYSTEM

SYMMETRICAL / SYMBOL

SQUARE YARD

SIDEWALL REGISTER

SWITCHGEAR

SIDEWALK DRAIN

SIDEWALK

SOLENOID VALVE

SUCTION

STEAM LINE

STRAIGHT / STRUCTURAL
STEAM
STEEL
STAKE

STANDARD

SLEEVE-TYPE COUPLING

STATION

STREET / STATE

SECONDS SAYBOLT UNIVERSAL

CONSTRUCTION

STANDARD SPECIFICATION FOR PUBLIC WORKS

SELECT SUB-BASE
SINK

STAINLESS STEEL / SANITARY SEWER / SERVICE
SQUARE
SPIKE

SPECIFICATION

STATIC PRESSURE

SOLUTION

SLAB ON GRADE

SLUICE GATE

SLIDING
SLUDGE

SIMILAR

SHEATHING
SHEET

SHELVING
SHOWER

SQUARE FOOT

SETTING
SERIES

SECONDARY / SECTION

STORM DRAIN

STANDARD THERMOPLASTIC PIPE DIMENSION RATIO /

SANITARY DRAIN & VENT / SMOKE DETECTOR

SCHEDULE

STANDARD CUBIC FEET PER MINUTE

SCREWED

STEEL CYLINDER CONCRETE PIPE

SPARE CHEMICAL / SECONDARY CLARIFIER

STYRENE BUTADIENE (RUBBER)

SANITARY
SAMPLE

SOUTH OF

SOUTH / SCUM / SINK / SECOND / SLOPE /

RAINWATER LEADER

REDWOOD

REMOTE TERMINAL UNIT

REINFORCED THERMOSETTING PLASTIC
RIGHT

RAW SLUDGE

RISING STEM

RAILROAD

REVOLUTIONS PER MINUTE

ROUGH OPENING
ROOM

REDHEAD / RIGHT HAND

REGISTERED GEOTECHNICAL ENGINEER

ROOFING

ROOF / RAISED FOUNDATION / ROUGH FACE

RECLAIMED WATER

REVISION

RETAINING / RETURN

RESILIENT

REQUIRED

REINFORCE / REINFORCED

REGULATING

REFERENCE / REFER / REFRIGERATOR

REDUCER / REDUCING

ROAD / ROOF DRAIN / ROUND

REINFORCED CONCRETE PIPE

REINFORCED CONCRETE

RETURN ACTIVATED SLUDGE

RECLAIMED ASPHALT PAVEMENT

RETURN AIR GRILLE

RECYCLED ASPHALT CONCRETE

RIGHT OF WAY

ROCK AND OIL

RADIUS / RISER / RATE OF SLOPE
RWL
RW
RTU
RTP
RT
RSL
RS
RR
RPM
RO
RM
RH
RGE
RFG
RF
REW
REV
RET
RESIL
REQD
REINF
REG
REF
RED
RD
RCP
RC
RAS
RAP
RAG
RAC
R/W
R&O
R
SS
SQ
SPK
SPEC
SP
SOLN
SOG
SLG
SLDG
SL
SIM
SHTG
SHT
SHELV
SH
SF
SETT
SER
SEC
SDR
SD
SCH
SCFM
SCD
SCCP
SC
SBR
SAN
SA
S/O
S
SYS
SYM
SY
SWR
SWGR
SWD
SW
SV
SUCT
SU
STR
STM
STL
STK
STD
STC
STA
ST
SSU
SSPWC
SSB
AT
AND
POUND
ZINC

ZERO / ZONE
YEAR
YARD

DOUBLE EXTRA STRONG

CROSS SECTION

EXTRA STRONG

CROSS CONNECTION

WATER WORKING PRESSURE

WELDED WIRE FABRIC
WEIGHT

WATERSTOP

WATER SURFACE

WEAKEN PLANE JOINT
POINT

WATERPROOFING / WORKING PRESSURE / WORK

WATER, OIL, OR GAS

WATER METER

WROUGHT IRON

WATER HEATER
WINDOW
WOOD

WALL CLEANOUT

WATER COLUMN / WATER CLOSET

WEST OF / WITHOUT
WITH

WEST / WASTE / WIDTH / WIDE FLANGE / WATER

VERIFY WITH MANUFACTURE

VINYL WALL COVERING

VENT THROUGH ROOF

VENT TO CEILING

VERTICALLY SLOTTED

VERTICAL POINT OF INTERSECTION
VOLUME

VERTICAL

VITRIFIED CLAY PIPE

VERTICAL CURVE

VALVE BOX

VARIES / VARIABLE
VACUUM

VALVE / VERTICAL / VENT / VOLT / VOLUME
VWM
VWC
VTR
VTC
VSL
VPI
VOL
VERT
VCP
VC
VB
VAR
VAC
V
WWP
WWF
WT
WSTP
WS
WPJ
WP
WOG
WM
WI
WH
WDW
WD
WCO
WC
W/O
W/
W
XXS
XSEC
XS
XCONN
YR
YD
ZN
Z
@
&
#
QUAD
QTY
QT

QUADRANGLE / QUADRANT

QUANTITY

QUARRY TILE
UW
UV
USGS
USA
UR
UPS
UOI
UNO
UNID
UL
UH
UGC
UG
UC
UBC
UB

UTILITY WATER

ULTRAVIOLET

UNITED STATES GEOLOGICAL SURVEY

UNDERGROUND SERVICE ALERT
URINAL

UNINTERRUPTABLE POWER SUPPLY

UNLESS OTHERWISE INDICATED

UNLESS NOTED OTHERWISE

UNIDENTIFIED

UNDERWRITERS LABORATORIES

UNIT HEATER

UNDERGROUND CONDUIT

UNDERGROUND

UNDER-CROSSING

UNIFORM BUILDING CODE

UNION BONNET
MAS
MAN
MAINT
MAG
MACH
mA
M
m

MASONRY
MANUAL

MAINTENANCE

MAGNETIC

MACHINE

MILLIAMPS

MALE (PIPE THREAD)
METER
MTR
MTL
MTG
MTD
MTC
MSL
MS
MOR
MON
MOD
MO
mm
MLW
MK
MISC
MIR
MIN
MIL
MICRON
MI
MHW
MHT
MH
MGD
MFRD
MFR
MEMB
MED
MECH
MEAS
MCR
MCC
MB
MAX
MAT
MOTOR
METAL

MOUNTING

MOUNTED

MECHANICAL-TYPE COUPLING

MEAN SEA LEVEL

MOP SINK
MORTAR

MONUMENT
MODEL

MOTOR OPERATED / MASONRY OPENING

MILLIMETER

MEAN LOW WATER
MARK

MISCELLANEOUS
MIRROR

MINIMUM / MINUTE
MILITARY / 1/1,000TH INCH
1/1,000,000 METER

MALLEABLE IRON / MILE

MEAN HIGH WATER

MEAN HIGH TIDE

MANHOLE / MAINTENANCE HOLE

MILLION GALLONS PER DAY

MANUFACTURED

MANUFACTURER
MEMBER
MEDIUM

MECHANICAL

MEASURE

MIDDLE OF CURB RETURN

MOTOR CONTROL CENTER

MAIL BOX / MACHINE BOLT

MAXIMUM

MATERIAL
NTS
NS
NRS
NRCP
NPT
NPS
NOM
NO
NIC
NG
NFPA
NF
NEMA
NEC
NC
NaOH
NaOCL
N

NOT TO SCALE

NEAR SIDE

NON-RISING STEM

NON-REINFORCED CONCRETE PIPE

NATIONAL PIPE THREAD

NOMINAL PIPE SIZE

NOMINAL

NUMBER / NORMALLY OPEN

NOT IN CONTRACT

NATURAL GRADE / NATURAL GAS

NATIONAL FIRE PROTECTION ASSOCIATION

NEAR FACE

ASSOCIATION

NATIONAL ELECTRICAL MANUFACTURERS

NATIONAL ELECTRICAL CODE

NORMALLY CLOSED

SODIUM HYDROXIDE (CAUSTIC SODA)

SODIUM HYPOCHLORITE
NORTH
OUNCE
OIL. WATER. GAS

ADMINISTRATION

OCCUPATIONAL SAFETY AND HEALTH

OUTSIDE AIR

OUTSIDE SCREW AND YOKE

ORIGINAL

OPPOSITE

OPENING

OPERATOR / OPERATING

OVERHEAD WIRES

OVER HEAD
OFFICE

OVERFLOW DRAIN

OVERFLOW / OUTSIDE FACE

OUTER EDGE

OUTSIDE DIAMETER / OVERALL DIMENSION

ON CENTER / OVER-CROSSING
OBJECT

PLUG VALVE

POLYTETRAFLUOROETHYLENE (TEFLON)

POINT OF TANGENCY / PAINT / PRESSURE

POUNDS PER SQUARE INCH GAUGE

POUNDS PER SQUARE INCH ABSOLUTE

POUNDS PER SQUARE INCH

POUNDS PER SQUARE FOOT

PRESSURE SWITCH

POINT OF REVERSE VERTICAL CURVE
VALVE

PRESSURE REGULATING, RELIEF OR REDUCING

PROFILE

PRESSURE

PREFABRICATED

PRECAST

POINT OF REVERSE CURVE
PAIR

POUNDS PER MINUTE

POUNDS PER HOUR

POUNDS PER DAY

POWER POLE / POLYPROPYLENE

POINT OF TANGENT

POINT OF CONNECTION

POINT OF BEGINNING
PANEL

PNEUMATIC

PRESSED METAL

PLYWOOD
PLANT

PLASTER / PLASTIC

PLATE / PROPERTY LINE / PLACE

PARKING

PLANT INFLUENT / POINT OF INTERSECTION

HYDROGEN ION CONCENTRATION

PRESSURE GAGE

POLYELECTROLYTE POLYMER

PLANT EFFLUENT / POLYETHYLENE /

POINT OF COMPOUND VERTICAL CURVE

PRESSURE CLEANOUT TO GRADE

COMPOUND CURVE

PORTLAND CEMENT CONCRETE / POINT OF

PORTLAND CEMENT

POINT OF CURVATURE / PRIMARY CLARIFIER /

POLYBUTYLENE / PULL BOX

PAVEMENT

PARTITION

PLANTING AREA

POLE AND SHELF

POLE / PAGE / PIPE
PV
PTFE
PT
PSIG
PSIA
PSI
PSF
PS
PRVC
PRV
PROF
PRESS
PREFAB
PRCT
PRC
PR
PPM
PPH
PPD
PP
POT
POC
POB
PNL
PNEU
PM
PLWD
PLT
PLAS
PL
PK
PI
pH
PG
PE
PCVC
PCOTG
PCC
PC
PB
PAVMT
PART
PA
P/S
P
PW
PVDF
PVC

POTABLE WATER

POLYVINYLIDENE FLUORIDE (KYNAR)

POLYVINYL CHLORIDE
TYP
TW
TV
TSC
TSB
TS
TRANS
TR
TP
TOW
TOS

TYPICAL

THERMOMETER WELL /TRAVELED WAY

THERMOSTATIC VALVE / TELEVISION

TRAFFIC SIGNAL CONDUIT

TOP SET BASE

TRAFFIC SIGNAL

TRANSMITTER / TRANSITION /TRANSMISSION
TRACT

TELEPHONE POLE

TOP OF WALL

TOP OF STEEL
TOPO
TOP
TOM
TOL
TOE
TOC
TL
TK
THR'D
THR
THK
TH
TF
TEMP
TEL
TCV
TC
TBM
TBE
TB
TAN
T&G
T&B
T

TOPOGRAPHIC

TOP OF PIPE

TOP OF MASONRY
TOILET

THREAD ONE END

TOP OF CONCRETE

TRAVERSE LINE

TANK / TACK

THREADED

THRESHOLD

THICK / THICKNESS

TEST HOLE

TOP OF FOOTING

TEMPERATURE / TEMPORARY

TELEPHONE

TEMPERATURE CONTROL VALVE

TOP OF CURB

TEMPORARY BENCH MARK

THREAD BOTH ENDS

TACK BOARD

TANGENT

TONGUE AND GROOVE

TOP AND BOTTOM

THERMOSTAT / TREAD OF STAIR / TANGENT /

AMERICAN WATER WORKS ASSOCIATION

AMERICAN WELDING SOCIETY

AMERICAN WOOD PRESERVERS ASSOCIATION
AVENUE

AIR VACUUM AND AIR RELEASE VALVE

ATMOSPHERE

ACOUSTICAL TILE

AMERICAN SOCIETY FOR TESTING AND MATERIALS

ASPHALT

AMERICAN SOCIETY OF MECHANICAL ENGINEERS

ARCHITECTURE

APPURTENANCES

APPROXIMATE

APPROVED

AMERICAN PETROLEUM INSTITUTE

AMERICAN NATIONAL STANDARDS INSTITUTE

AMBIENT

ALUMINUM / ALUM

ALTERNATE

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ABOVE FINISHED FLOOR

AERATION

ADJUSTABLE

ADHESIVE

ADDITIONAL

PAVEMENT

ASBESTOS CEMENT PIPE / ASPHALTIC CONCRETE

ACOUSTIC / ACOUSTICAL

AMERICAN CONCRETE INTERNATIONAL

ALTERNATING CURRENT

ACTIVATED CARBON / ASPHALTIC CONCRETE /

ABSOLUTE TEMPERATURE

ABBREVIATION

ABANDONED

ABANDON

ANCHOR BOLT

TRANSPORTATION OFFICIALS

AMERICAN ASSOCIATION OF STATE HIGHWAY AND

AIR RELEASE

AIR CONDITIONING

AIR / AMPERE

FORWARD

FIELD VERIFY
FUTURE

FURRING

FOOTING

FEET / FOOT

FORGED STEEL

FINISHED SURFACE / FAR SIDE / FLOOR SINK /

FIBERGLASS REINFORCED PLASTIC
FRAME

FOREIGN PIPE TEST STATION

FEET PER SECOND

FEET PER MINUTE

FLEXIBLE PIPE COUPLING

FACE OF WALL

FACE OF STUDS

FACE OF MASONRY

FACE OF CONCRETE / FIBER OPTIC CABLE

FOUNDATION

FIELD NAILING

FLEXIBLE METAL HOSE

FACTORY MUTUAL (LAB APPROVED) / FORCE MAIN

FLASHING
FLOOR

FLOCCULATOR / FLOCCULATION

FLANGED

FLANGE / FLOORING

FLEXIBLE

FLOWLINE / FLOOR

FIXTURE

FINISHED
FIGURE

FIRE HYDRANT / FLAT HEAD

FINISHED GRADE

FLAT FACE / FAR FACE / FINISHED FLOOR

FEMALE (PIPE THREAD)

FIRE EXTINGUISHER / FINAL EFFLUENT
FEEDER

FLOOR DRAIN

FLOOR CLEANOUT

FLAT BAR / FLOOR BEAM / FIELD BOOK

FRESH AIR INTAKE

FABRICATE / FABRICATION / FABRICATED

FURNISH AND INSTALL

FRAME AND COVER

FACE TO FACE

FAHRENHEIT / FINISH
36/5/2012LJLRECORD DRAWING
Plot Date: 31-JUL-2012 15:58User: Lisa LyFi le: W QCP-G-4.dgn M odel : Lay out1 ColorTable: bw.ctb DesignScript : M W H_Iplot_PenTable_V89.pen PlotSc ale: 0.083333:1 SCALE

DESIGNED
DRAWN

CHECKED

SHEET WARNING

NOT TO SCALE

THEN DRAWING IS
NOT MEASURE 1"

IF THIS BAR DOES
1 02
1 REVDATEBYDESCRIPTION

CITY OF RIVERSIDE, CALIFORNIA
T-48
PROJECT MANAGEMENT FACILITY FOR THE 2012 PLANT EXPANSION

RIVERSIDE REGIONAL WATER QUALITY CONTROL PLANT
GC-1

G BEHNKE

S WILLIAMS

GENERAL CIVIL G BEHNKE NO SCALE

NOTES AND SYMBOLOGY
B-X
XX
MW
PPPP
PL
R/W
ESMT

TEMP ESMT

RECORD DRAWING
incorporated into the document as a result
errors or omissions which may have been
who is not responsible for any inaccuracies,
compiled and furnished by others to the preparer
or in part on the basis of unverified information
This record drawing has been prepared, entirely

CORROSION CONTROL SYMBOLS
CSTS
FPTS
IJTS
CATS
CTS

CATHODIC TEST STATION

ELECTROLYSIS TEST STATION

CURRENT SPAN TEST STATION

FOREIGN PIPELINE TEST STATION

INSULATING JOINT TEST STATION

CASING TEST STATION

CORROSION TEST STATION

DRAINAGE SYMBOLS

SILT FENCE

HAY BALE
RIPRAP

TOPOGRAPHY AND MAPPING SYMBOLS

GEOTECHNICAL SYMBOLS

MONITORING WELL

OBSERVATION HOLE

TEST PIT LOCATION

SOIL BORING LOCATION

PIPING AND UTILITIES

STRUCTURES
CB CB

CONTROL SYMBOLS
###
XXX.XX
BM-XX

E XXXXXXX

N XXXXXXX
EL XXXX.XX
(XXX.XX)
DELTA

EXISTING ELEVATION

FINISHED ELEVATION

HORZ AND VERT CONTROL POINT

VERTICAL CONTROL POINT

HORIZONTAL CONTROL POINT

MONUMENT

SITE COORDINATES
(SEE TABLE ON DRAWINGS)

SITE COORDINATES

BENCH MARK

ROAD AND PAVING SYMBOLS
SIDEWALKS ETC...

CONCRETE PAVING (LIGHT DUTY)

DRIVEWAY/ACCESS RAMP

CONCRETE WALK

WITH LOCAL DEPRESSION

SIDE INLET CATCH BASIN

WITH LOCAL DEPRESSION

CURBSIDE DROP INLET CATCH BASIN

DROP INLET CATCH BASIN

CONCRETE CURB AND GUTTER

CONCRETE CURB

GENERAL CIVIL SYMBOLS

BERM SLOPE (HORZ TO VERT)

SLOPE ON PAVED SURFACE

COMPACTED EARTH (IN SECTION)

EARTH (IN SECTION)

CENTERLINE

EXISTING TO BE REMOVED OR DEMOLISHED
FUTURE

EXISTING
NEW
S=0.0123
3:1

CIVIL GENERAL NOTES
REGISTERED CIVIL ENGINEER PRIOR TO THE START OF CONSTRUCTION.

WORK DURING THE CONSTRUCTION, SIGNED AND STAMPED BY A

THE CONTRACTOR SHALL SUBMIT AN EROSION CONTROL PLAN FOR

EROSION CONTROL
PROPERTIES DURING ANY PHASE OF CONSTRUCTION OPERATIONS.

INTO EXISTING PUBLIC STREETS, WATERWAYS, OR ONTO ADJACENT

PREVENT EROSION OR THE INTRODUCTION OF DIRT, MUD, OR DEBRIS DIVERSION DITCHES, ETC.) DICTATED BY FIELD CONDITIONS TO MEASURES (E.G. HYDROSEEDING, MULCHING OF STRAW, SAND BAGGING,

SHALL ALSO PROVIDE ANY ADDITIONAL EROSION CONTROL
DISTRICT, OR OTHER REGULATORY AUTHORITY. THE CONTRACTOR

THE CONTRACT SPECIFICATIONS OR AS REQUIRED BY THE CITY,

MAINTENANCE OF EROSION CONTROL MEASURES CONTAINED WITHIN

THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION AND

SAME TIME AS BANKS ARE GRADED.

ALL SLOPE PROTECTION SWALES SHALL BE CONSTRUCTED AT THE

GROUNDCOVER).

FINAL GROUNDCOVER (SEE LANDSCAPE PLANS FOR FINAL

GRADING OPERATIONS AND THEREAFTER, UNTIL INSTALLATION OF

ALL SLOPES SHALL BE PROTECTED FROM EROSION DURING ROUGH

CIVIL GENERAL NOTES - CONTINUED

LUBRICATED PLUG VALVE

ECCENTRIC PLUG VALVE

BUTTERFLY VALVE

GATE VALVE

BURIED VALVES IN VALVE BOX

CLEANOUT TO GRADE (IN PROFILE)

CLEANOUT TO GRADE OR PRESSURE

CLEANOUT TO GRADE (IN PLAN)

CLEANOUT TO GRADE OR PRESSURE

MANHOLE (IN PROFILE)

MANHOLE (IN PLAN)

FIRE HYDRANT (IN PROFILE)

FIRE HYDRANT (IN PLAN)
(IN PROFILE)

BLOWOFF
(IN PLAN) LOCATE ON SIDE SHOWN

BLOWOFF
(IN PROFILE)

A/R VALVE
(IN PLAN) LOCATE ON SIDE SHOWN

A/R VALVE

AV/AR VALVE (IN PROFILE)

AV/AR VALVE (IN PLAN)
(IN PROFILE)

BURIED ACCESS MANHOLE
(IN PLAN) LOCATE ON SIDE SHOWN

BURIED ACCESS MANOLE

POWER POLE

BUMPED HEAD

UNDERGROUND

UTILITIES (SIZE WHERE NOTED)

ABANDONED UTILITY

UNIDENTIFIED
POWER

CABLE TV

FIBER OPTIC CABLE

COMMUNICATIONS LINE

TELEPHONE

STEAM LINE

SANITARY SEWER

STORM DRAIN

IRRIGATION LINE

UTILITY / NON-POTABLE WATER

RECLAIMED WATER

FIRE SUPPLY WATER LINE

POTABLE WATER
WATER

LIQUID PETROLIUM GAS LINE

HIGH PRESSURE GAS LINE

NATURAL GAS LINE
G
G

UTILITIES (SINGLE LINE) SEE PIPE SCHEDULE FOR ADDITONAL PIPING INFO PCOTG
COTG
PCOTG
COTG
PCOTG
COTG

5. 4.

3. 2.

1. DAMAGED OR DESTROYED DURING CONSTRUCTION.

CONTRACTOR SHALL RESTORE ALL SURVEY MONUMENTS THAT ARE
OR, OTHER SUITABLE DISPOSAL SITES AT THE CONTRACTOR'S EXPENSE.

AS OLD GUNITE, PIPING, ROCK RUBBLE ETC... AT AN APPROVED LANDFILL

THE CONTRACTOR SHALL DISPOSE OF ALL NON-ORGANIC WASTES SUCH OR BUILDING.

ALL BUILDING COORDINATES ARE TO OUTSIDE CORNER OF COLUMN DEMOLITION AT CONTRACTORS EXPENSE.

THE CONTRACTOR SHALL PROPERLY DISPOSE OF ALL DEBRIS FROM COMPENSATION.

RECONSTRUCTED AT THE CONTRACTOR'S EXPENSE WITHOUT ADDITIONAL

CONTRACTOR'S OPERATIONS SHALL BE EXPEDITIOUSLY REPAIRED OR REMAIN IN PLACE FROM DAMAGE. ALL IMPROVEMENTS DAMAGED BY THE

NECESSARY TO PROTECT EXISTING IMPROVEMENTS WHICH ARE TO

THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES

GENERAL

5. 4.

3. 2.

1. NO MORE THAN 7 DAYS, PRIOR TO SUCH EXCAVATION.

UNDERGROUND SERVICE ALERT COMPANY AT LEAST 3 DAYS, BUT

CONTRACTOR SHALL ALSO NOTIFY THE REGIONAL OR LOCAL
GIVE THEM TIME TO MARK THE LOCATION OF THE UTILITIES. THE

UNDERGROUND UTILITY SERVICE ALERT CENTER, THIS NOTICE WILL DURING SUCH WORK IF THEY SO DESIRE. IN THE CASE OF THE

REPRESENTATIVE OF SAID OWNERS OR AGENCIES CAN BE PRESENT NOR MORE THAN 7 DAYS PRIOR TO EXCAVATION SO THAT A
AGENCIES RESPONSIBLE FOR SUCH FACILITIES NOT LESS THAN 3 DAYS

NOTIFY THE RESPECTIVE AUTHORITIES REPRESENTING THE OWNERS OR

HIGHWAY, AND RAILROAD RIGHTS-OF-WAY, THE CONTRACTOR SHALL SIGNAL AND STREET LIGHTING FACILITIES; AND ALL ROADWAY, STATE POWER, COMMUNICATIONS, OR TELEVISION CABLES; ALL TRAFFIC GAS, PETROLIUM PRODUCTS, OR OTHER PIPELINES; ALL BURIED ELECTRIC

UNDERGROUND FACILITIES, INCLUDING ALL WATER, SEWER, STORM DRAIN,

PRIOR TO ANY EXCAVATION IN THE VICINITY OF ANY EXISTING SHALL COORDINATE WITH THE UTILITY OWNER.

PRIOR TO ANY CONNECTION TO AN EXISTING UTILITY, THE CONTRACTOR WHETHER SHOWN OR NOT SHOWN.

PRECAUTIONARY MEASURES NECESSARY TO PROTECT UTILITY LINES

VERIFY ALL LOCATIONS AND ELEVATIONS AND SHALL TAKE ALL
WERE OBTAINED FROM AVAILABLE RECORDS. THE CONTRACTOR SHALL

LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THE DRAWINGS THE CONTRACTOR SHALL PROTECT ALL REMAINING EXISTING UTILITIES.

CONNECTIONS.

UTILITIES PRIOR TO SUBMITTAL OF SHOP DRAWINGS, FOR POINTS OF CONSTRUCTION. THE CONTRACTOR SHALL POTHOLE FOR EXISTING

LOCATE ALL EXISTING UTILITIES IN AND AROUND THE AREAS OF NEW

PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL

UTILITIES
ACCORDANCE WITH THE PIPE MANUFACTURERS' RECOMMENDATIONS.

BE APPROVED BY THE ENGINEER. ALL RESTRAINED JOINTS SHALL BE IN AWAA M-11. ALL OTHER PIPES, COUPLINGS AND RESTRAINED JOINTS SHALL

RESTRAINED HARNESS SETS SHALL BE PROVIDED IN ACCORDANCE WITH PROVIDED WHETHER SHOWN ON THE DRAWINGS OR NOT. STEEL PIPE INDICATED OTHERWISE. COUPLINGS AND RESTRAINED JOINTS SHALL BE THE STRUCTURE. ALL PIPING SHALL BE RESTRAINED JOINT DESIGN UNLESS COUPLINGS AND FLEXIBLE JOINTS SHALL BE 3-FEET AND 8-FEET AWAY FROM WITH RESTRAINED JOINTS FOR EACH PIPE PENETRATING A STRUCTURE. THE

THE CONTRACTOR SHALL PROVIDE TWO FLEXIBLE SLEEVE TYPE COUPLINGS AT ALL SLEEVE TYPE COUPLINGS.

PIPING SHOWN ON THESE PLANS SHALL BE RESTRAINED JOINT DESIGN DETAIL C-602 FOR RIGID PIPE AND C-601 FOR FLEXIBLE PIPE. THE

ALL PIPE TRENCHING AND BACKFILL SHALL BE IN ACCORDANCE WITH GRADE. APPROXIMATE RIM ELEVATIONS ARE SHOWN ON DRAWINGS.

SPECIFIED. MANHOLES IN OPEN FIELDS SHALL BE SET ONE FOOT ABOVE

MANHOLES TO FINISHED GRADE UNLESS OTHERWISE SHOWN OR

THE CONTRACTOR SHALL ADJUST ALL VALVE BOXES, PULL BOXES AND SHOWN OR SPECIFIED.

STRAIGHT SLOPES SHALL BE MAINTAINED BETWEEN INVERT ELEVATIONS COVER ON ALL PIPELINES UNLESS OTHERWISE SHOWN OR DIRECTED.

THE CONTRACTOR SHALL PROVIDE A MINIMUM OF [[[36]]] INCHES OF AND SANITARY SEWERS.

HEALTH SERVICES CRITERIA FOR THE SEPARATION OF WATER MAINS

THE CONTRACTOR SHALL COMPLY WITH THE STATE DEPARTMENT OF PIPING

6. 5.

4. 3.

2. 1.
c.
b.
a.

1. FH
FH
MH
MH
WELL

VEGETATION

GUARDRAIL (REMOVABLE)

GUARDRAIL (PERMANENT)

RAILROAD

EDGE OF WETLANDS
EDGE OF WATER (PONDS ETC...)

FLOOD HAZARD AREA

FLOW LINE

TRAIL OR DIRT ROAD

TEMPORARY EASEMENT LINE

EASEMENT LINE

RIDGE LINE

GRADE BREAK

RIGHT-OF-WAY LINE

PROPERTY LINE

TOE OF SLOPE

TOP OF SLOPE

MINOR CONTOURS

MAJOR CONTOURS
ABND
UNID
ELEC
CATV
FOC
COMM
TEL
STM
SS
SDR
IRRG
UW
REW
FIRE
PW
W
LPG
HPG
G

CATCH BASIN

STRUCTURE (BELOW GRADE)

STRUCTURE

FENCE (WOOD)

FENCE (CHAINLINK)

SITE OR RETAINING WALL

FROM CITY GPS POINTS AND BENCHMARKS
CALIFORNIA COORDINATE SYSTEM, ZONE 6 USING THE NAVD 88 VERTICAL DATUM

2. COORDINATES AND BEARINGS SHOWN HEREON ARE BASED ON THE NAD 83, ELEV. 755.038'
SOUTHERLY CURB OF JURUPA AVENUE, 60 FEET EASTERLY OF ACORN STREET

1. P.K. NAIL AND CITY ENGINEER TAG ON THE TOP OF CURB ALONG THE BENCH MARK - H4-F3

SURVEY AND CONTROL

GRAVEL PAVING

ASPHALT CEMENT PAVING

CONCRETE PAVING (HEAVY DUTY)
3LJLRECORD DRAWING6/5/2012
Plot Date: 31-JUL-2012 15:58User: Lisa LyFi le: W QCP-GC-1.dgn M odel : Lay out1 ColorTable: bw.ctb DesignScript : M W H_Iplot_PenTable_V89.pen PlotSc ale: 0.083333:1 SCALE

DESIGNED
DRAWN

CHECKED

SHEET WARNING

NOT TO SCALE

THEN DRAWING IS
NOT MEASURE 1"

IF THIS BAR DOES
1 02
1 REVDATEBYDESCRIPTION

CITY OF RIVERSIDE, CALIFORNIA
T-48
PROJECT MANAGEMENT FACILITY FOR THE 2012 PLANT EXPANSION

RIVERSIDE REGIONAL WATER QUALITY CONTROL PLANT
GC-2

G BEHNKE

S WILLIAMS

GENERAL CIVIL G BEHNKE NO SCALE

STANDARD DETAILS - I
1GBB 9/2/2011
1 1
1 1
1 1
1 BUILDING & SAFETY DIVISION COMMENTS
11 1 1

RECORD DRAWING
incorporated into the document as a result
errors or omissions which may have been
who is not responsible for any inaccuracies,
compiled and furnished by others to the preparer
or in part on the basis of unverified information
This record drawing has been prepared, entirely
1 1
1 1

C-116

SEE SPECIFICATION SECTION 321113.

NOTES:

1. 18" 4"6.5"
3' -0"
6"
6"
2 1/2"
3/4"
3' -0"15' -0"
9'-0"8'-0"
3' -0"
3'-0"
4"
3'-0"
4"
18"18"

VARIABL E, SEE PLAN
45°
12"

1'-6"1'-6"
1"

1 1/2"
8'-0" CLEAR
9'-0"
18' -0" STAL L (16' -0" M IN)
12"
3' -0"
1"
LAP
8" UNO
RISE
LAP
[1'-6"]
1 1/2" (TYP)
1 1/2"
XX
E
E
3" CLEAR
X X
X
X
XX X
E
TREAD
A PAINTED STRIP SHALL BE ACCEPTABLE.

RESISTANT AS THE OTHER READS OF THE STAIR.

SHALL BE OF A MATERIAL THAT IS AT LEAST SLIP
THE NOSE OF THE STEP OR LANDING. THE STRIP
PARALLEL TO AND NOT MORE THAN 1 IN FROM
COLOR AT LEAST 2 INCHES WIDE AND PLACED

BE MARKED BY A STRIP OF CLEARLY CONSTRASTING

3. THE UPPER APPROACH AND ALL TREADS SHALL
36/5/2012LJLRECORD DRAWING
Plot Date: 31-JUL-2012 15:58User: Lisa LyFi le: W QCP-GC-2.dgn M odel : Lay out1 ColorTable: bw.ctb DesignScript : M W H_Iplot_PenTable_V89.pen PlotSc ale: 0.083333:1 SCALE

DESIGNED
DRAWN

CHECKED

SHEET WARNING

NOT TO SCALE

THEN DRAWING IS
NOT MEASURE 1"

IF THIS BAR DOES
1 02
1 REVDATEBYDESCRIPTION

CITY OF RIVERSIDE, CALIFORNIA
T-48
PROJECT MANAGEMENT FACILITY FOR THE 2012 PLANT EXPANSION

RIVERSIDE REGIONAL WATER QUALITY CONTROL PLANT
INDICATED OTHERWISE.

4. PRECAST WHEEL STOP SHALL BE 5'-0" LONG UNLESS
TO BE ROUNDED WITH A 1/2" RADIUS.

3. ALL EXPOSED CORNERS ON WHEEL STOP
SURFACE PRIOR TO INSTALLATION OF WHEEL STOP.

2. EPOXY CEMENT COAT SHALL BE APPLIED TO PAVEMENT
CEMENT CONCRETE.

1. WHEEL STOP SHALL BE CONSTRUCTED OF PORTLAND

PRECAST WHEEL STOP
BATTER 3:12

PAVEMENT
C-116

GROUTED IN PLACE
18" MIN LENGTH,
#4 DOWEL AT 48" OC,
GROUT
NOTES:

STOP (TYP)
5'-0" WHEEL

VAN ACCESSIBLE

HANDICAP PARKING STALLS
C-172
(TYP)(TYP)

PER LOCAL CODES (TYP)

SYMBOL FOR ACCESSIBILITY

INTERNATIONAL
C-206

CONCRETE LINED SWALE
VARIES
1 WELDED WIRE FABRIC
6x6 - W1.4 x W1.4
NOTES:

FINISHED GRADE

SEW ER M AINCL
M
IN
IM
U
M
S
LO
P
E
: 1/4" P
E
R
F
T
.
4" X 6" WYE
INVERT

PROPERTY LINE

TYPICAL HOUSE LATERAL
C-330

PAINT CURB AT CROSSING

PLACE MARKER POST OR
ENCASEMENT.

SPUR TO BE LEFT CLEAR OF CONCRETE

CONCRETE, UPSTREAM END OF WYE

WHERE SEWER MAIN IS ENCASED IN

ELEVATION
NOTE:
10'-0" 0N CENTER.

2. FOR PVC PIPE STAGGER ADJACENT TAP
TEE FITTING.

1. FOR LARGER CONNECTIONS PROVIDE TAPPING TEE OR

SERVICE TAP
C-619

CORPORATION STOP
2 1/2 " MAX

PVC PIPE

DUCTILE IRON PIPE/

SERVICE SADDLE

DOUBLE STRAP
NOTES:

UNION (TYP)

FINISH GRADE

DI PIPE (TYP)
TEST COCK (TYP) SEE NOTE 1

BACKFLOW PREVENTER
C-625

THRUST BLOCK
4"

WITH ANCHOR STUDS

FLANGED COUPLING ADAPTER

TO FRAME

WIRE MESH TACK WELD
2" 9 GAUGE GALVANIZED

PREVENTER ASSEMBLY SEE SPECS

REDUCED PRESSURE BACKFLOW
(TYP OF 2)
90 ELL FLANGE
(TYP OF 2)

PIPE SUPPORT
40 GALV STEEL
2" DIA SCHEDULE
12" MIN
1'-6" MAX
COURSE
OVER 6" AGGREGATE BASE
C0NCRETE SLAB 6'-0" WIDE

SLAB, TYP

SLEEVE PIPES THROUGH
EAT WEDGE SHUT-OFF VALVES.

3. 2 1/2" THRU 10" MUST HAVE RESILIENT
OF OBSTRUCTION AT ALL TIMES.

2. DISCHARGE PORT MUST BE KEPT CLEAR
BE SUPPLIED AS SHOWN.

1. TEST COCKS AND SHUT-OFF MUST
NOTES: 3 PER SIDE
1/2" AB, MIN

MIN WELDED FRAME
GALVANIZED L 2 1/2"x2 1/2"x1/2"

PROTECTIVE ENCLOSURE
6"

CONCRETE CROSS GUTTER
C-127
WWF 4x4-W4xW4BASE
NOTES:
1/2" R 6" WIDE
FINISH

TROWELED

STRIPING
WHITE
4" WIDE
C-116

PARKING STALL
C-170
STOP
5' WHEEL

ON PLANS

OR AS SHOWN
C-900.

2. BASE AND SUBGRADE PREPARATION SHALL MATCH
GUTTER BUTTS OTHER CONCRETE STRUCTURES.

SHALL BE PLACED 50 FOOT SPACING AND WHERE

1. EXPANSION JOINTS OF 1/2" PREMOLDED JOINT FILLER

SEE DRAWINGS

CONC WALK
ON FOR PVC (TYP OF 2)
90° ELL FLG X PUSH

CONNECTION

CAP FOR FUTURE

CONNECTION
4" HOUSE

2. PREPARE BASE AND SUBBASE TO MATCH C-900.

AND WHERE SWALE BUTTS OTHER CONCRETE STRUCTURES.

MATERIAL SHALL BE PLACED AT 50-FEET SPACING

1. EXPANSION JOINTS OF ONE-HALF INCH BITUMINOUS
C-900

AC PAVEMENT SECTION

AC PAVEMENT

DENSITY
95% MAX DRY

COMPACTED TO

AGGREGATE BASE
SPEC 313000

EARTHWORK

ACCORDING TO

COMPACTED

SUBGRADE
S-153
(TYP)
M IN

STAIR LANDING ON SLAB

STAIR LANDING ON EARTH

STAIR TOP
UNO
#5 @ 12" EW
UNO
#5 @ 12" EW

2. SEE DETAIL S-143 FOR LAP LENGTHS.

NONSKID SURFACE.

TO THE DIRECTION OF TRAFFIC TO PRODUCE A

BROOM OVER THE SURFACE AT A RIGHT ANGLE

BE SLIGHTLY ROUGHENED BY DRAWING A STIFF

IMMEDIATELY THEREAFTER, THE SURFACE SHALL

1. TREAD SHALL RECEIVE A STEEL TROWEL FINISH.

CONCRETE STAIR
#4 NOSE BAR (TYP)
3/4" RADIUS (TYP)

OR EDGE OF STAIR
TO START 4" FROM WALL, CURB
APPLY 1/2" R TO EDGE. NOSING
TREAD. IF NO NOSING IS SPECIFIED,
PROVIDE 3" SAFETY NOSING AT EACH

UNLESS OTHERWISE INDICATED,
LENGTH ( * )
#3
#4
#5
#6
#7
#8
#9
#10
#11
6"
8"
14"
16"
19"
22"
24"
10"
12"
LAP
16" (21")
16" (21")
20" (26")
28" (37")
48" (62")
62" (81")
79" (102")
100" (130")
123" (160")
12" (16")
12" (16")
15" (20")
22" (28")
37" (48")
48" (62")
61" (79")
77" (100")
95" (123")
S-143
NOTES:

FRESH CONCRETE UNDERNEATH
REBARS AND SLAB BARS WITH 12" OR MORE OF
* USE LENGTH IN PARENTHESIS FOR WALL HORIZONTAL

SURFACE
JOINT

CONSTRUCTION

ON TOP OF

END OF BAR

OF FOOTING

TOWARD FACE

IS TURNED

WHERE HOOK

END OF BAR
SIZE
BAR
X
HOOK
E

EMBEDMENT
FACE OF THE MEMBER AND END WITH A STANDARD HOOK.

SHOWN TO SPLICE WITH OTHER BARS OR TO EXTEND TO THE FAR

ANOTHER MEMBER OR ACROSS A CONSTRUCTION JOINT UNLESS

6. ALL DOWEL BARS SHALL EXTEND AN EMBEDMENT LENGTH E INTO OF #11 AND LARGER BARS.

5. UNLESS NOTED OTHERWISE USE REBAR COUPLERS FOR SPLICES

LAP LENGTH OF SMALLER BAR

EMBEDMENT LENGTH OF LARGER BAR
LENGTH SHALL BE THE LARGER OF:

4. WHEN BARS OF DIFFERENT SIZES ARE LAP SPLICED, LAP
EPOXY COATED REINFORCING.

3. MULTIPLY THE LAP AND E SHOWN IN THESE TABLES BY 1.5 FOR

1.5" MIN CONCRETE COVER AND 3" MIN BAR SPACING.

2. THE TABLES SHOWN ARE FOR f'c=4000psi, fy=60,000psi, UNLESS SHOWN OTHERWISE.

1. USE LAP LENGTHS AS DETERMINED FROM THESE TABLES

SECTION

LENGTHS AND LAP LENGTHS

CODE (TYP)

STRIPING PER LOCAL
4" WIDE BLUE

PARKING
NO

PAINTED WHITE
"NO PARKING"
12" HIGH

AC PVMT

FLUSH WITH

CONC WALK
"MAXIMUM FINE $250"

AND INCLUDE THE WORDS

PARKING AND VAN ACCESSIBLE

SIGN INDICATING HANDICAPPED
11" MIN
7" M AX
4" M IN
GC-3

G BEHNKE

S WILLIAMS

GENERAL CIVIL G BEHNKE NO SCALE

STANDARD DETAILS - II
1GBB 7/11/2011
2 BUILDING & SAFETY DIVISION COMMENTSGBB 9/2/20112
ADDENDUM NO 1
2 2 2
1 2 2 21 2

RECORD DRAWING
incorporated into the document as a result
errors or omissions which may have been
who is not responsible for any inaccuracies,
compiled and furnished by others to the preparer
or in part on the basis of unverified information
This record drawing has been prepared, entirely
..
.
.
.
.
..
. ...
.
.
.
..
.
. . .
. .
.
..
.
...
. ...
...
..
....
.
..
.
.
..
..
..
..
.
...
.
...
..
.....
.
.
.
..
.
.
.
.
.
.
.
..
.
.
.
.
.
.
..

FINISH PAVING

FOOTING

CONCRETE

FINISH PAVING

FOOTING

CONCRETE

BIKE RACK
2" PIPE

BIKE RACK
2" PIPE
8"
4" M IN
6" UNO
8"
8"
2" CL EAR
6" MIN
8"
12"
6"
4" MIN
6" CURB
6"
3' -6"
4"
12"
2' -0"
4"
5'-0" MAX

SWING GATE
1/4"
T
T
A
4"LAP4"LAP
A
12"
4"4"

1/2"
0"
0"

3' -0"
1 TREAD
3' -0"
12"
10 1/2" (M IN)
9" DIA (MIN)

MANUFACTURER
PER
36"10 1/2"
40"
75"
75"40"
50"
36/5/2012LJLRECORD DRAWING
Plot Date: 31-JUL-2012 15:59User: Lisa LyFi le: W QCP-GC-3.dgn M odel : Lay out1 ColorTable: bw.ctb DesignScript : M W H_Iplot_PenTable_V89.pen PlotSc ale: 0.083333:1 SCALE

DESIGNED
DRAWN

CHECKED

SHEET WARNING

NOT TO SCALE

THEN DRAWING IS
NOT MEASURE 1"

IF THIS BAR DOES
1 02
1 REVDATEBYDESCRIPTION

CITY OF RIVERSIDE, CALIFORNIA
T-48
PROJECT MANAGEMENT FACILITY FOR THE 2012 PLANT EXPANSION

RIVERSIDE REGIONAL WATER QUALITY CONTROL PLANT
S-180

WITHOUT RAILING POST

WITH RAILING POST
(SEE DWGS)
#4 BAR

TOOLED EDGE
(MIN)RAILING POST

PVC SLEEVE
#4 @ 12"

CENTERLINE OF CURB
2-#3
2'-6"LONG
#4
UNO

AND GROUT INTO SLAB
@ 12" W/ 4" EMBED, DRILL

4. IN EXISTING SLABS USE #4
TO FREEZING.

IN APPLICATIONS SUBJECT

3. POST INSERTS NOT ALLOWED
WITH ONE CURTAIN OF STEEL.

TOPS OF WALLS REINFORCED

2. DETAIL ALSO APPLIES TO
IN THEIR ENTIRE LENGTH.

1. CURBS SHALL BE OF EQUAL WIDTH

BOND (TYP)

CLEAN FOR

ROUGHEN &

OF POST

CENTERLINE

CONCRETE CURB
NOTES:

INDICATED ON DW GS
6" OR AS INDICATED
FOR SLABS 10" AND THICKER
USE 2 MATS OF #5 @ 12" EW EF
NOTE:

SLAB-ON-GRADE

ON DRAW INGS
3 1/2" OR AS

INDICATED ON DWGS

LEVEL OR SLOPED AS
NOTED

OTHERWISE
UNLESS
#4 @ 12"
1:1
#4
EDGE
TOOLED
S-190

WALL FLANGE

STD END CAP

WALL FLANGE
---
CL

ANGLE FLANGE FLOOR FLANGE

EDGE OF CONCRETE
(SEE NOTE 2)
------
---
AB
C
D
E
PER SPECIFICATIONS.

5. CONTRACTOR REQUIRED TO DESIGN RAILING SYSTEM
CURB THICKNESS IS LESS THAN 8"

4. USE DETAIL C IN LUE OF POST INSERT WHERE WALL/

3. USE POST INSERT UNLESS INDICATED OTHERWISE.

SUBJECT TO FREQUENT FREEZING.

2. POST INSERTS NOT ALLOWED IN APPLICATIONS
SHALL BE ADHESIVE ANCHORS.

1. IF FASTENING INTO CONCRETE, FASTENERS

FASTENERS

COUNTERSUNK
FLANGE

STRINGER
SEE S-180 FOR REBAR DETAILS
2-#3 x 2'-6" LONG EF

SURFACE

SLOPING CONC

CONCRETE

TOP LEVEL

REQUIRED)
(2 PER POST

MOUNT BRACKET

STANDARD SIDE-
GROUT

NON-METALLIC

NON-SHRINK

FILL VOID WITH
MIN 4-3/8" FASTENERS
NOTES:
(WHEN REQUIRED)

SUPPORT

RAILING, GUARDRAIL AND HANDRAIL

IN CONCRETE

POST INSERT

BRACKET

SIDE-MOUNTING

FLOOR FLANGE
FLANGE
ANGLED

FASTENERS
MIN 2-5/8"
---
1 1/2" RAILING POST
SLEEVE
2 1/2" PVC PIPE

TO SLEEVE

SOLVENT-WELD
1/8" PVC PL
S-512
SEE
HO
R
IZON

TAL, TYP
FO
R
W
AL L
BR
AC
KET

GUARDRAIL

HANDRAIL
3' -6"

WALL FLANGE
S-512E
MIN

STEEL STAIR STRINGER
S-512D
S-512CS-512B
S-515
S-512A INSERT
POST

FOR ALL EXPANSION JOINTS IN STRUCTURE

PROVIDE EXPANSION JOINTS IN ALL RAILINGS
LATCH

PROVIDE FORK

UNLESS MOUNTED ON A CURB
ALL RAILINGS TO HAVE A 4" KICKPLATE
FLANGE
ANGLE

WHERE REQUIRED

FLOOR FLANGE

BRACKET

SIDE MOUNTING

SEE DWGS

FOR OPENINGS
NOTES:
2-3/8" BOLTS

TO POST WITH

FASTEN KICK PLATE

TWO-RAIL RAILING
PER SPECIFICATIONS.

4. CONTRACTOR REQUIRED TO DESIGN RAILING SYSTEM

PROVIDE EXPANSION PER SPECIFICATIONS.

3. WHERE ALUMINUM PIPE RAILING IS TO BE INSTALLED,

2. POSTS AND RAILING SHALL BE 1 1/2" SCHEDULE 40 PIPE.

JOINTS UNLESS INDICATED OTHERWISE.

1. HANDRAIL SHALL BE ALUMINUM WITH MECHANICAL
(TYP)
1/4" x 4" KICK PLATE
S-154
SLABS

HOOK INTO
#5 @ 12"

BENT INTO FLOOR
#5 @ 12"

(TYP)
@ STAIR EDGE

BENT INTO WALL
#4 NOSE BAR

AND THE DRAWINGS
ON STAIRS SEE DETAIL S-153

FOR ADDITIONAL INFORMATION

DRAWINGS

SLAB, SEE

CONCRETE

SLAB LOCATION

ALTERNATE
NOTE:

SOLID CONCRETE STAIRS

DRAWINGS

SLAB, SEE

CONCRETE

DRAWINGS

WALL, SEE

CONCRETE

EQUALEQUALEQUAL SEE DWGSSEE DWGS

SECOND POURFIRST POUR
SEE NOTE 2
S-114
S-115
S-112
S-113
S-110
S-111
A T
2" 6"
7"
8"
L
GROOVE

SEALANT
MATS

TOP AND BOTTOM

LAP AS SHOWN FOR

SPECIFIED PLACE

LOCATIONS, IF NOT

SEE DWGS FOR LAP

BARS WHERE NOTED

STOP ALTERNATE

WATERSTOP
6" CENTER-BULB

BARS WHERE NOTED

STOP ALTERNATE

WATERSTOP
6" FLATSTRIP

THRU JOINT

ALL BARS CONTINUOUS
GROOVE

SEALANT

WATERSTOP
6" FLATSTRIP

THRU JOINT

ALL BARS CONTINUOUS
GROOVE

SEALANT
C SLAB

ON DRAWINGS

OTHERWISE

UNLESS NOTED
(TYP CONSTRUCTION JOINT UNLESS OTHERWISE NOTED)(ONLY WHEN SPECIFIED ON DRAWINGS) OTHER LOCATIONS WHERE THEY MAY BE REQUIRED.

IN ALL WATER RETAINING SLABS, SEE DRAWINGS, FOR

1. WATERSTOPS AND SEALANT GROOVES TO BE PROVIDED

3. STAGGER SPLICES UNLESS NOTED OTHERWISE.

LESS THAN 3".

COVER. FOR THIN SLABS, THE BOTTOM COVER MAY BE

2. DIMENSIONS INDICATED ON DETAIL CONTROL MINIMUM
REV 032608

SINGLE MAT REINF - SLEEVE - TYPE JOINTDOUBLE MAT REINF SINGLE MAT REINF - CONTINUOUS THRU JOINT

SEALANT GROOVE

WITH WATERSTOP AND

SEALANT GROOVE

NO WATERSTOP OR

SEALANT GROOVE

WITH WATERSTOP AND

SEALANT GROOVE

NO WATERSTOP OR

SEALANT GROOVE

WITH WATERSTOP AND

SEALANT GROOVE

NO WATERSTOP OR

CONSTRUCTION JOINTS

SLAB-ON-GRADE
NOTES:

TIE UNDER MAT

AND EPOXY COATED
@ 24" OC SMOOTH
1/2" DIA x 2'-0" LG

FILLED W/GREASE
1/2" PVC PIPE W/END CAP
2 1/2"
2 1/2"
3' -0"
2 EQ SPACES
42"
MIN
C-901

BIKE RACK FOOTING DETAIL
C-900C-902
C-901
3-SPACE BIKE RACK2-SPACE BIKE LOCKER

SIDE ELEVATIONFRONT ELEVATION
PLAN

RECORD DRAWING
incorporated into the document as a result
errors or omissions which may have been
who is not responsible for any inaccuracies,
compiled and furnished by others to the preparer
or in part on the basis of unverified information
This record drawing has been prepared, entirely
Plot Date: 31-JUL-2012 15:58User: Lisa LyFi le: W QCP-C-1.dgn M odel : Lay out1 ColorTable: bw.ctb DesignScript : M W H_Iplot_PenTable_V89.pen PlotSc ale: 0.083333:1 SCALE

DESIGNED
DRAWN

CHECKED

SHEET WARNING

NOT TO SCALE

THEN DRAWING IS
NOT MEASURE 1"

IF THIS BAR DOES
1 02
1 REVDATEBYDESCRIPTION

CITY OF RIVERSIDE, CALIFORNIA
T-48
PROJECT MANAGEMENT FACILITY FOR THE 2012 PLANT EXPANSION

RIVERSIDE REGIONAL WATER QUALITY CONTROL PLANT
STOP
BUMP
BUMP
MH
STOP
MH
OBS.

OBS.

Con
c.

A
s
p h
.

Rocks
Rocks
D
Y H
RAMP
RAMP

PM FACILITY
N 2,296,200
N 2,295
,80
0 N 2,295
,80
0 N 2,29
6,000
N 2,296,00
0 E 6,1 9 6
,4 0 0
E 6,19 6
,40 0
E 6,1 9 6
,6 0 0
E 6,196,6 0
0 0 5'10'20'40' 10'
(BY OTHERS, NIC)
PHASE 1 EXPANSION

CONTRACTOR TRAILERS

GENERAL
(BY OTHERS, NIC)
PHASE 1 EXPANSION

CONTRACTOR TRAILERS
SUB
N 2,295,935.46
E 6,196,444.65
N 2,296,046.32
E 6,196,574.34 N 2,295,864.60
E 6,196,446.84
N 2,295,822.77
E 6,196,490.79
N 2,295,966.11
E 6,196,518.06
N 2,295,931.65
E 6,196,567.18
RDLT
130.00'33º43'07"17.66'9.09'
220.00'33º29'37"11.69'6.02'

N 2,295,959.44
E 6,196,388.71
N 2,295,956.88
E 6,196,370.17
NUMBER
N 2,295,810.71
STD DWG 410

CITY OF RIVERSIDE

CURB OUTLET PER
E 6,196,437.46

N 2,296,206.80
E 6,196,551.03
N 2,296,221.54
E 6,196,551.35
N 2,295,988.01
E 6,196,343.64
N 2,296,010.99
E 6,196,310.43
N 2,295,798.89
E 6,196,530.05
N 2,295,767.98
E 6,196,530.06

OR EQUAL
POLE MODEL ECX40H
40' HIGH FLAG

ELDER FLAG
E 6,196,507.98
N 2,295,984.65
E 6,196,479.15
N 2,296,014.06
E 6,196,566.36
N 2,296,003.72
E 6,196,581.10
N 2,295,958.70
E 6,196,549.51
N 2,296,036.16
E 6,196,581.87
N 2,296,049.95
E 6,196,562.22
N 2,296,053.74
E 6,196,542.89
N 2,296,043.40
E 6,196,557.63
N 2,295,924.98
E 6,196,437.83
N 2 296 053.08
E 6 196 579.08
N 2 296 058.42
E 6 196 585.87
N 2 296 060.01
E 6 196 589.91
18'18' 18'24' 24'
11'
11'11'
3 HDCP STALLS

8.5'
4'

7.5'
15'
10 STALLS @ 9'=90.0' 9'
9'
11'11' 8 STALLS @ 9'=81.0'
11'
24'
2 4
'
18'
9 STALLS @ 9'=81.0'11'
1 2

C-127
C-170
C-172
C-206
C-127

15.0'
R=
R=3'
R=3'
R=3'
R=3'
R=3'
S-154
C-206
WALK

EXISTING
JOIN
5'
11'
21'
10'

12.5'

AREA ENLARGEMENT

ACCESS RAMP
STAIRS

CONCRETE
SWALE

CONCRETE
C-900AC PAVEMENT
SWALE

CONCRETE
GUTTER

CONCRETE
GUTTER

CONCRETE
STALLS

HANDICAP
SECTION 313700

PER SPECIFICATION
5'x10' RIP-RAP PAD

17 '

EX CLF
STD DWG 303

CITY OF RIVERSIDE

DRIVEWAY PER
24' WIDE CONCRETE
STD DWG 325

CITY OF RIVERSIDE

CONCRETE WALK PER
STD DWG 325

PERVCITY OF RIVERSIDE
5' WIDE CONC WALK
SEE SPEC 323113

EXISTING FENCE,

GATE TO MATCH

PEDESTRIAN
4' WIDE
(TYPICAL)
STALLS

PARKING
(NIC)

CROSS WALK
FUTURE
323113

GATE, SEE SPEC

DOUBLE SWING

LIGHT STD IN PLACE

PROTECT EXISTING

DRAWINGS

PAD, SEE ELECT

TRANSFORMER
11 STALLS @ 9'=99.0'11'
6 STALLS @ 9'=54.0'
18'24'18'
5 STALLS @ 9'=45'

PAVER DETAILS

DRAWING FOR

SEE LANDSCAPE
6' WIDE WALK

ENLARGEMENT

GATE AREA
15'
OR EQUAL.

BIKE RACK TB3

THUNDERBLOT
OR EQUAL (TYP OF 2)
CS2-P BIKE LOCKER

CYCLE SHED MODEL

STALLSTALL
STALL

STALLSTALL

STALLSTALL
C-4A
1 CLR
STALL
C-4
2 Bldg.

Maintenance
N 2,296,247.28
STD DWG 410

CITY OF RIVERSIDE

CURB OUTLET PER
E 6,196,437.46
N 2,296,282.34
E 6,196,462.06

LOCATION

FIELD VERIFY

CONC SWALE

JOIN EXIST

G BEHNKE
1"=20'

S WILLIAMS

G BEHNKE

CIVIL

HORIZONTAL CONTROL AND PAVING PLAN
C-1
1 1
1GBB 9/2/2011
1 BUILDING & SAFETY DIVISION COMMENTS
1 3
3 3
3 1 1 1
3LJLRECORD DRAWING06/05/2012
DWG 410

RIVERSIDE STD

PER CITY OF

CURB OUTLET
3 3
31 3
SWALE
CONCRETEC-206
SWALE
CONCRETEC-206

MATCH LINE, SEE ABOVE LEFT

MATCH LINE, SEE BELOW RIGHT
C-900
C-903

CURVE DATA
40' 10' 0 5' 10'

G BEHNKE

S WILLIAMS
G BEHNKE 1"=20'

CIVILC-2

GRADING AND DRAINAGE PLAN

1 3
1GBB 9/2/2011BUILDING & SAFETY DIVISION COMMENTS
3 3
33 1
37/2012RECORD DRAWINGLJL
3 3
1 31 3 3

RECORD DRAWING
incorporated into the document as a result
errors or omissions which may have been
who is not responsible for any inaccuracies,
compiled and furnished by others to the preparer
or in part on the basis of unverified information
This record drawing has been prepared, entirely

AREA ENLARGEMENT

ACCESS RAMP

MATCH LINE, SEE BELOW RIGHT

MATCH LINE, SEE ABOVE LEFT
10'20'40' 0 5' 10'

GENERAL SHEET NOTES
AND RECOMPACTION REQUIREMENTS.

SEE EARTHWORK SPECIFICATION 313000 FOR OVER-EXCAVATION1.

MATCH GRADE

SLOPE SIDES TO
Plot Date: 31-JUL-2012 15:58User: Lisa LyFi le: W QCP-C-2.dgn M odel : Lay out1 ColorTable: bw.ctb DesignScript : M W H_Iplot_PenTable_V89.pen PlotSc ale: 0.083333:1 SCALE

DESIGNED
DRAWN

CHECKED

SHEET WARNING

NOT TO SCALE

THEN DRAWING IS
NOT MEASURE 1"

IF THIS BAR DOES
1 02
1 REVDATEBYDESCRIPTION

CITY OF RIVERSIDE, CALIFORNIA
T-48
PROJECT MANAGEMENT FACILITY FOR THE 2012 PLANT EXPANSION

RIVERSIDE REGIONAL WATER QUALITY CONTROL PLANT
2%
2%
2%
C-4A
1 EXISTING SIDEWALK

FLUSH WITH

MAKE SIDEWALK

2.0%

TO EXCEED

SLOPE NOT
STOP
BUMP
BUMP
MH
STOP
MH
OBS.

OBS.

Con
c.

A
s
p h
.

Rocks
Rocks
736.76
72 8.72
729
.23
728
.56
72 6.65
72 8.34
720.65
72 0
7 2
5 725
730
730
7 3 0
D
Y H
735
RAMP
RAMP

PM FACILITY
N 2,296,200
N 2,295
,80
0 N 2,295
,80
0 N 2,29
6,000
N 2,296,00
0 E 6,1 9 6
,4 0 0
E 6,19 6
,40 0
E 6,1 9 6
,6 0 0
E 6,196,6 0
0 0 5'10'20'40' 10'
(BY OTHERS, NIC)
PHASE 1 EXPANSION

CONTRACTOR TRAILERS

GENERAL
(BY OTHERS, NIC)
PHASE 1 EXPANSION

CONTRACTOR TRAILERS
SUB
734
734
734
733
732732
731
731
731
730
730
729
729
735
731.50 FL
FS
734.94
FS
734.74
EP
732.83
EP
734.41
EP
734.44
EP
734.44
734.22 FL
734.34 LIP
FS
734.26
EP
734.59
EP
734.92
EP
735.12
EP
733.21
FS
733.06
FS
734.26
S=0.020S=0.020
EP
735.09
7 3 5
735
7 3 6

2.1 6
%

2.1 6
%

2.1 6
%

2.1 6
%
GRADE

EXISTING
JOIN
GRADE

EXISTING
JOIN
FS
733.40
S=0.010
S=0.020
FL
732.54
FS
733.00
FS
733.40
733.10 FL
733.30 LIP
731.50 FL
733.00 LIP
725.00 FL
733.20 LIP
725
730
730
725
7 2
5 7 3 0729.00 LIP
728.50 FL
FS
732.50 734.44 EP
734.41 EP
GRADE

EXISTING
JOIN
GRADE

EXISTING
JOIN
7 2 9
728.7 FL
729.5 TC
729.09 FL
729.20 LIP 729.78 FL
729.91 LIP
731.625 LIP
EP
732.10
732
FFE=733.50
733.5 FL
734.0 FS
731.8 FL
732.3 FS
GRADE

EXISTING
JOIN
GBGB
S=0.0338
728
728
727
725.06 LIP
724.56 FL
725.56 LIP
725.06 FL
S=0.0606
JOIN
GRADE
FS
736.68
73 6
736

TOP OF CURB

JOIN EXISTING
DRAIN
DOWN
CONC
FS
722.40
FS
733.10
FS
732.22

1.0%

2.0%
5'x5' PAD
FS
733.50
EXCEED 5% SLOPE

RAMP NOT TO

SMOOTH CONCRETE
FS
733.19
EXCEED 5% SLOPE

RAMP NOT TO

SMOOTH CONCRETE
5'x7' PAD
FS
733.50
FS
733.26
FS
732.30
FS
731.90
FS
731.87
733.73 EP
733.81 EP
FS
733.28
FS
732.40
GB
7 2
0 72 1
722
7 2 2
723
7 2
4 7 2 4
724
7 2 5
725
726
7 2 6
7 2
6 7 2 7
7 2 7
7 2 8
7 2 8
72 8
7 2
9 729
7 3 0
7 3 0
7 3 1
732
7 3 2
733
7 3 4
7 3 4
7 3 5
7 3
5 7 3 6
7 3
6 7 3
7 7 3 7
7 3 8
738
7 3 9
7 3 9
7 4 0
7 4
1 742
Bldg.

Maintenance
716.84
720
718.50 LIP
718.15 FL
721.41 LIP
720.91 FL
DRAIN
DOWN
CONC
S=0.0338
719.00 LIP
718.55 FLS=0.1234
716.50 LIP
716.15 FL

FIELD VERIFY
7 1
7 7 1
8 7 1 9
7 2 0
7 2 1
72272 3

G BEHNKE

S WILLIAMS
G BEHNKEC-3 1"=20'

CIVIL

YARD PIPING PLAN
1 1
1 1
N 2,296,152.532
E 6,196,523.778
3 E 6,196,497.947
N 2,296,115.611
3 N 2,296,133.717
E 6,196,497.947
N 2,296,097.561
E 6,196,485.232
3 3
N 2,296,079.106
E 6,196,472.542
N 2,296,043.334
E 6,196,447.172
3 N 2,296,008.055
3 E 6,196,422.048
N 2,296,144.711
3 E 6,196,517.634
N 2,296,126.409
E 6,196,505.020
3 N 2,296,108.619
E 6,196,492.663
3 N 2,296,089.710
E 6,196,479.146
3 N 2,296,070.933
E 6,196,466.055
N 2,296,015.960
E 6,196,425.543
3 N 2,295,957.107
E 6,196,305.509
33333
N 2,296,036.104
E 6,196,440.798
3 3
3 3
333
3 33

RECORD DRAWING
incorporated into the document as a result
errors or omissions which may have been
who is not responsible for any inaccuracies,
compiled and furnished by others to the preparer
or in part on the basis of unverified information
This record drawing has been prepared, entirely
N 2,295,972.73N 2,296,075.63
N 2,296,152.31
719.25 INV
E 6,196,414.42
716.75 INV
E 6,196,342.22
N 2,296,022.56
N 2,296,057.54
721.85 INV
E 6,196,440.20 722.27 INV
E 6,196,416.27
723.00 INV
E 6,196,507.30
N 2,296,154.46
E 6,196,521.64
N 2,295,869.28
E 6,196,283.15
N 2,295,934.87

FIELD VERIFY POC

CONTRACTOR TO
E 6,196,283.91
N 2,295,897.03
E 6,196,296.19
TO EXIST 8" PW

FIELD VERIFY POC

CONTRACTOR TO
E 6,196,295.95
N 2,295,833.75
N 2,295,948.49
E 6,196,377.13
N 2,295,966.66
730.00 INV
E 6,196,389.88
N 2,295,966.66
730.00 INV
E 6,196,389.88
C-625
C-330
6" SS (PVC)

4" SS (PVC)
6" SS (PVC)
2" PW (PVC)
4" SS (PVC)
1" PW (PVC)
1" PW (PVC)

TO FIELD VERIFY INVERT
6" BRANCH, CONTRACTOR

SADDLE, OR EQUAL, WITH
ROMAC STYLE "CB" SEWER

TAP EXISTING SS WITH
EXISTING 4" PW
EXISTING 27" SS
EXISTING 8" SS
EXISTING 12" CW
EXISTING 4" NG
EXISTING 36" SD
EXISTING 4" NG
EXISTING 8" LFG

2" PW (PVC)
C-619
EXISTING 8" PW
BY OTHER (TYP OF 6)

FOR FUTURE CONNECTION

SEWER LATERALS CAPPED
BY OTHER (TYP OF 6)

FOR FUTURE CONNECTION

WATER LATERALS CAPPED
20'40' 10' 0 5' 10'

GENERAL SHEET NOTES

PREVENTOR
2" BACKFLOW

4. 3.

2. 1.
1 FOOT VERTICAL CLEARANCE ABOVE SEWER LINES, OR BE ENCASED.

WATER LINES SHALL MAINTAIN 5 FEET HORIZONTAL CLEARANCE AND DRAWING 560.

CLEANOUTS, DENOTED (CO), SHALL PER CITY OF RIVERSIDE STD WITH SPECIFICATION SECTION 339540.

PIPE, WITH BELL AND SPIGOT JOINTS, ASTM D3034, IN ACCORDANCE

SANITARY SEWER (SS) PIPING SHALL BE PVC GRAVITY SEWER
TEST PRESSURE SHALL BE 125 PSI.

IN ACCORDANCE WITH SPECIFICATION SECTION 331100. MINIMUM NORMAL IMPACT, SOCKET SOLVENT WELD JOINTS ASTM D2467,
POTABLE WATER PIPING (PW) SHALL BE PVC SCH 80, ASTM178
ADDENDUM NO. 1GBB 7/11/11
7/2012LJLRECORD DRAWING
EL. 725.536
EL. 726.569
EL. 726.967
EL. 727.572
EL. 727.966
EL. 728.713 EL. 730.354
EL. 724.695
EL. 725.104
EL. 725.759
EL. 725.912
EL. 726.338
EL. 728.039
EL. 715.509
1 3
EL. 726.892
Plot Date: 31-JUL-2012 15:58User: Lisa LyFi le: W QCP-C-3.dgn M odel : Lay out1 ColorTable: bw.ctb DesignScript : M W H_Iplot_PenTable_V89.pen PlotSc ale: 0.083333:1 SCALE

DESIGNED
DRAWN

CHECKED

SHEET WARNING

NOT TO SCALE

THEN DRAWING IS
NOT MEASURE 1"

IF THIS BAR DOES
1 02
1 REVDATEBYDESCRIPTION

CITY OF RIVERSIDE, CALIFORNIA
T-48
PROJECT MANAGEMENT FACILITY FOR THE 2012 PLANT EXPANSION

RIVERSIDE REGIONAL WATER QUALITY CONTROL PLANT
S=0.010
S=0.010S=0.010
S=0.0791

CO CO CO CO
CO
CO
STOP
BUMP
BUMP
MH
STOP
MH
OBS.

OBS.

Con
c.

A
s
p h
.

Rocks
Rocks
D
Y H
RAMP
RAMP

PM FACILITY
N 2,296,200
N 2,295
,80
0 N 2,295
,80
0 N 2,29
6,000
N 2,296,00
0 E 6,1 9 6
,4 0 0
E 6,19 6
,40 0
E 6,1 9 6
,6 0 0
E 6,196,6 0
0 0 5'10'20'40' 10'
(BY OTHERS, NIC)
PHASE 1 EXPANSION

CONTRACTOR TRAILERS

GENERAL
(BY OTHERS, NIC)
PHASE 1 EXPANSION

CONTRACTOR TRAILERS
SUB
36"
SD
12" CW
a
b
p
2 4
1 C
G

E
l.
7 2
2 .1
8 0
4 in
.
4 -
N G

P
o
in
t
5 1

(P
la
n

T-
3 0

B
K
-
9 S
h
t.

G
C
-
6 )
a
b
p
2 4
2 C
G

E
l.
7 2 2
.3
4 0
8 in
.
8 -
LF
G

P
o
in
t
5 2

(P
la
n

T-
3 0

B
K
-
9 S
h
t.

G
C
-
6 )
a
b
p
2 4
6 C
G

E
l.
7 2
6 .2
3 0
8 in
.
8 -
P
W

P
o
in
t
5 6

(P
la
n

T-
3 0

B
K
-
9 S
h
t.

G
C
-
6 )
a
b
p
2 6
4 C
G

E
l.
7 2
0 .5
0 0
8 in
.
8 -
S
S

P
o
in
t
7 2

(P
la
n

T-
3 0

B
K
-
9 S
h
t.

G
C
-
6 )
a
b
p
2 6
5 C
G

E
l.
7 2
0 .3
0 0
8 in
.
8 -
S
S

P
o
in
t
7 2

(P
la
n

T-
3 0

B
K
-
9 S
h
t.

G
C
-
6 )
a
b
p
2 6
6 C
G

E
l.
7 1
5 .7
3 0
8 in
.
8 -
S
S

P
o
in
t
7 3

(P
la
n

T-
3 0

B
K
-
9 S
h
t.

G
C
-
6 )
a
b
p
3 2
8 C
G

E
l.
7 2
6 .0 9
0 1
2 in
.
1 2
-
S
D
R

P
o
in
t
1 2
9 (P
la
n

T-
3 0

B
K
-
9 S
h
t.

G
C
-
6 )
a
b
p
3 2
9 C
G

E
l.
7 2
6 .0 7
0 1
2 in
.
1 2
-
S
D
R

P
o
in
t
1 2
9 (P
la
n

T-
3 0

B
K
-
9 S
h
t.

G
C
-
6 )
a
b
p
3 3
0 C
G

E
l.
7 2
5 .8
1 0
1 2

in
.
1 2
-
S
D
R

P
o
in
t
1 3
0 (P
la
n

T-
3 0

B
K
-
9 S
h
t.

G
C
-
6 )
a
b
p
4 6
2 C
G

E
l.
7 1
7 .2
3 0
3 6

in
.
3 6

C
M
P

Tie
-
in

to

M
H

(P
la
n

T-
1 5

B
K
-
3 S
h
t.

Y
-
8 )
a
b
p
9 6
1 C
G

E
l.
7 1
6 .7
0 0
1 2

in
.

C
W

A
C
P

v-
b
e
n
d

(P
la
n

A
c
o
r
B
K
-
1 0

S
h
t.
1 )
a
b
p
9 6
3 C
G

E
l.
7 2
7 .0
7 0
1 2

in
.

C
W

A
C
P

v-
b
e
n
d

(P
la
n

A
c
o
r
B
K
-
1 0

S
h
t.
1 )
a
b
p
9 6
4 C
G

E
l.
7 3
8 .7
0 0
1 2

in
.

C
W

A
C
P

v-
b
e
n
d

(P
la
n

A
c
o
r
B
K
-
1 0

S
h
t.
1 )
a
b
p
9 6
6 C
G

E
l.
7 1
4 .6
8 0
2 7

in
.

S
S

V
C
P

(P
la
n

A
c
o
r
B
K
-
1 0

S
h
t.
1 )
a
b
p
9 6
8 C
G

E
l.
7 1
9 .5
0 0
3 6

in
.

S
D

C
M
P

x-
in
g

o
ve
r
C
W

(P
la
n

A
c
o
r
B
K
-
1 0

S
h
t.
1 )
3" SD
3" NG
4" PW
1"=8'

G BEHNKE

S WILLIAMS
G BEHNKEC-4 CIVIL
2 GBB
GBBADDENDUM NO. 1 1
2 2
7/11/2011
9/2/2011BUILDING & SAFETY DIVISION COMMENTS
2 ACCESS RAMP DETAILS 1
2 2
2 3
2 2
223

RECORD DRAWING
incorporated into the document as a result
errors or omissions which may have been
who is not responsible for any inaccuracies,
compiled and furnished by others to the preparer
or in part on the basis of unverified information
This record drawing has been prepared, entirely
S-515
S-180S-190S-512C
6'-0"
M AX

2.0%
M AX

2.0%
24"

LANDING
6' -0"

LANDING
6' -0"
4'-0"
FENCE

EXISTING
JOIN
FENCE

EXISTING
JOIN

PAVER DETAILS

DRAWINGS FOR

SEE LANDSCAPE
2010 CBC § 1133B.2.

GATE SHALL COMPLY WITH
FENCE, SEE SPEC 323113.

GATE TO MATCH EXISTING
4' WIDE PEDESTRIAN
2 1
2 1
2 1
8'-6"1'-6"1'-6"

2.0%
730
735
740
725
720
730
735
740
725
720
12"
AREA

LOWER PARKING

EXISTING
-
B
-
B
5'-0"
5'-0"
6" 3' -0"
5'-0" 6"6"
6'-0"
6"

SECTION

B
-
34"
PLAN

2 C-1
C-2
306/05/2012LJLRECORD DRAWING
SWALE

CONCRETE

ACCESS RAMP

CONCRETE

ACCESS RAMP

CONCRETE
RAILS
HAND
RAILS
HAND
GRADE

EXISTING
JOIN
GRADE

FINISHED
GRADE

EXISTING
GRADE

EXISTING

RAILING

TWO RAIL
GRADE
ON
SLAB
CURB

CONCFLANGE
FLOOR

SECTION

A
C-4A

TRAILER

RIVERSIDE

CITY OF
Plot Date: 31-JUL-2012 15:58User: Lisa LyFi le: W QCP-C-4.dgn M odel : Lay out1 ColorTable: bw.ctb DesignScript : M W H_Iplot_PenTable_V89.pen PlotSc ale: 0.083333:1 SCALE

DESIGNED
DRAWN

CHECKED

SHEET WARNING

NOT TO SCALE

THEN DRAWING IS
NOT MEASURE 1"

IF THIS BAR DOES
1 02
1 REVDATEBYDESCRIPTION

CITY OF RIVERSIDE, CALIFORNIA
T-48
PROJECT MANAGEMENT FACILITY FOR THE 2012 PLANT EXPANSION

RIVERSIDE REGIONAL WATER QUALITY CONTROL PLANT
1"=8'

G BEHNKE

S WILLIAMS

G BEHNKECIVIL
1 1
1 1
11 1
3 GBB
GBBADDENDUM NO. 1 1
2 7/11/2011
9/2/2011BUILDING & SAFETY DIVISION COMMENTS
3 ACCESS RAMP DETAILS 2
C-4A
111
2 2 1
3 3

RECORD DRAWING
incorporated into the document as a result
errors or omissions which may have been
who is not responsible for any inaccuracies,
compiled and furnished by others to the preparer
or in part on the basis of unverified information
This record drawing has been prepared, entirely
N 2,296,034.80
E 6,196,400.56
S-515 S-153
S-515
S-110
S-110
S-110
S-110
S-110
S-110
S-110

LANDING
12"
1 2
"

LANDING

LANDING
D
O
W
N

7.5%
R
A
M
P

LANDING

LANDING
725
725
7 2 5
730
730
7 3
0 5'-0"
30'-0"
5'-0"
3 0
'-0"
3 0
'-0"
5' -0"
30' -0"
6' -4 21/6 4
"
6' -4 21/64 "
5' -0"
5' -0"5' -0"
5' -0"
5' -0"
5' -0"
N 2,296,058.57
E 6,196,429.33
N 2,296,061.35
E 6,196,425.37
N 2,295,994.90
E 6,196,397.11
N 2,296,009.39
E 6,196,376.46
5' -0"
5' -0"

24.78'

5.24'

8.25 '

6.33 '
D
O
W
N

7.5%
R
A
M
P
D
O
W
N

7.5%
R
A
M
P
D O
W
N

7.5%
R
A
M
P

11.47 '

11.60'
PLAN

1 C-1
C-2

RAILING

TWO RAIL
STAIRS

CONCRETE

RAILING

TWO RAIL
RECORD DRAWINGLJL 06/05/20123
C-4
A
Plot Date: 31-JUL-2012 15:58User: Lisa LyFi le: W QCP-C-4A.dgn M odel : Lay out1 ColorTable: bw.ctb DesignScript : M W H_Iplot_PenTable_V89.pen PlotSc ale: 0.083333:1 SCALE

DESIGNED
DRAWN

CHECKED

SHEET WARNING

NOT TO SCALE

THEN DRAWING IS
NOT MEASURE 1"

IF THIS BAR DOES
1 02
1 REVDATEBYDESCRIPTION

CITY OF RIVERSIDE, CALIFORNIA
T-48
PROJECT MANAGEMENT FACILITY FOR THE 2012 PLANT EXPANSION

RIVERSIDE REGIONAL WATER QUALITY CONTROL PLANT
733.10 FS
730.60 FS
731.05 FS
730.97 FS
730.50 FS
728.72 FS
728.00 FS
727.90 FS
728.54 FS
726.29 FS
725.40 FS
726.21 FS
725.30 FS
723.96 FS
733.40 FS
733.25 FS733.25 FS
733.05 FS 733.05 FS
723.88 FS
723.10 FS
723.13 FS
N 2,295,973.51
E 6,196,390.41
N 2,295,982.52
E 6,196,396.73
N 2,295,987.43
E 6,196,388.85
723.13 FS
723.20 FS
722.64 FS
722.40 FS
723
722.55 FS
S=1.6%
S=4.6%
S=1.6%
S
=

1.6%
723.77 FS
S=1.6%
733.30 FS
733.40 FS
S=1.6%
S=1.6% S=1.6%
FTU

FUEL CELL SKID

BUILDING
COGEN
BUILDING NO.4

DIG CONTROL
BUILDING NO.3

DIGESTER CONTROL

BUILDING

DAF CONTROL

BUILDING

BELT PRESS

BUILDING

CHEMICAL

BUILDING

TERTIARY CONTROL

BUILDING

RECYCLED WATER
SO2 BUILDING
BUILDING NO.2

AERATION BLOWER

BUILDING

TURBLEX
OLD OPS LAB-PS22
BLOWER BUILDING NO.2
BLOWER BUILDING NO.1
PS NO 10
SHOP

MAINTENANCE

BUILDING

HEADWORKS

LIFT STATION

WOOD RD

LIFT STATION

PIERCE ST

BUILDING

MAIN ADMIN
(I) 12 PR (MM)
24 PR (M M)
24 PR (MM)
24 PR (MM)12 PR (MM)
3 PR (M M)
6 PR (M M)
6 PR (MM)
3 PR (MM)
6 PR (MM)3 PR (MM)6 PR (MM)
6 PR (MM)
2 PR (M M)
2 PR (M M)
3 PR (MM)
6 PR (MM) & 3 PR (SM)
36 PR (MM) & 6 PR (SM)
(2) 6 PR (M M)
3 PR (MM)
3 PR (MM)
6 PR (MM) & 3 PR (SM)
(I) 6 PR (MM)
6 PR (MM) & 3 PR (SM)
3 PR (MM)
3 PR (SM)
6 PR (MM) &
3 PR (SM)
6 PR (MM) &

ADMIN BUILDING

COLLECTION

MAINT, SCHEDULING &
(OLD OPS BLDG)

OLD ADMIN BLDG
(KUSH SERVER BLDG)
PANEL

FRONT PATCH
NO SCALEINSTRUMENTATIONGI-1
S. MOTE
S. MOTE
L. YAUSSI

FIBER OPTIC OVERALL LAYOUT FOR ETHERNET NETWORK

RECORD DRAWING
incorporated into the document as a result
errors or omissions which may have been
who is not responsible for any inaccuracies,
compiled and furnished by others to the preparer
or in part on the basis of unverified information
This record drawing has been prepared, entirely

FIBER CABLE

FTU/PATCH PANEL
PAIR

FIBER TERMINATION UNIT

SINGLE MODE

MULTI MODE
PR
FTU
SM
MM

ABBREVIATIONS
LEGEND
FUTURE
24 PR (SM)

PM FACILITY CONTRACTOR TRAILERS

EXPANSION GENERAL
PHASE 1 PLANT

CONTRACTOR TRAILERS

EXPANSION SUB
PHASE 1 PLANT

ETHERNET
(1) CAT 5

ETHERNET
(2) CAT 5

GENERAL SHEET NOTES

ALL NEW FIBER CABLES SHALL BE SINGLE MODE

ADMINISTRATION BUILDING TO THE PM FACILITY

MAIN FEED CABLE SHALL BE INSTALLED FROM

INDIVIDUAL NETWORK POINTS

PM FACILITY INFORMATION TECHNOLOGY (IT) ROOM TO

INTERNAL DISTRIBUTION OF NETWORK CABLE IS DONE FROM

3. 2.

1. 36/5/2012LJLRECORD DRAWING
Plot Date: 31-JUL-2012 15:59User: Lisa LyFi le: INSTRUM ENTATION FO OVERAL L LAYOUT.dgn M odel : Lay out1 ColorTable: bw.ctb DesignScript : M W H_Iplot_PenTable_V89.pen PlotSc ale: 0.083333:1 SCALE

DESIGNED
DRAWN

CHECKED

SHEET WARNING

NOT TO SCALE

THEN DRAWING IS
NOT MEASURE 1"

IF THIS BAR DOES
1 02
1 REVDATEBYDESCRIPTION

CITY OF RIVERSIDE, CALIFORNIA
T-48
PROJECT MANAGEMENT FACILITY FOR THE 2012 PLANT EXPANSION

RIVERSIDE REGIONAL WATER QUALITY CONTROL PLANT
JB

TOWER BUILDING
(EXISTING)

NO SCALE
S. MOTE
INSTRUMENTATION S. MOTEGI-2

L. YAUSSI

TELEPHONE DIAGRAM
3 3
3 3

RECORD DRAWING
incorporated into the document as a result
errors or omissions which may have been
who is not responsible for any inaccuracies,
compiled and furnished by others to the preparer
or in part on the basis of unverified information
This record drawing has been prepared, entirely

GENERAL SHEET NOTES

2. 1.

TO THE PM FACILITY

MAIN FEED CABLE SHALL BE INSTALLED FROM TOWER BUILDING

INDIVIDUAL TELEPHONE UNITS

PM FACILITY INFORMATION TECHNOLOGY (IT) ROOM TO

INTERNAL DISTRIBUTION OF TELEPHONE CABLE IS DONE FROM

IT ROOM JB

IT ROOM JB

IT ROOM JB
30 TELEPHONE UNITS
25 TELEPHONE UNITS
20 TELEPHONE UNITS

TELEPHONE LINES LAYOUT

CONTRACTOR TRAILERS

EXPANSION SUB
PHASE 1 PLANT

CONTRACTOR TRAILERS

EXPANSION GENERAL
PHASE 1 PLANT

PM FACILITY
75 TWPR #22
25 TWPR # 22
20 TWPR # 22
36/5/2012LJLRECORD DRAWING
Plot Date: 31-JUL-2012 15:59User: Lisa LyFi le: INSTRUM ENTATION NETW ORK DIAGRAM .dgn M odel : Lay out1 ColorTable: bw.ctb DesignScript : M W H_Iplot_PenTable_V89.pen PlotSc ale: 0.083333:1 SCALE

DESIGNED
DRAWN

CHECKED

SHEET WARNING

NOT TO SCALE

THEN DRAWING IS
NOT MEASURE 1"

IF THIS BAR DOES
1 02
1 REVDATEBYDESCRIPTION

CITY OF RIVERSIDE, CALIFORNIA
T-48
PROJECT MANAGEMENT FACILITY FOR THE 2012 PLANT EXPANSION

RIVERSIDE REGIONAL WATER QUALITY CONTROL PLANT

SYMBOLS - I
GE-1

D MCCRAW

GENERAL ELECTRICAL D MCCRAW NO SCALE

FRAME (AMPS)

TRIP (AMPS)

CONTINUOUS AMPS

TRIP SETTING BASED ON

MOTOR HORSEPOWER
X
X
5A
*
X
Y
XXXX
XXXX
X
52 K
Y
MOV
SSM
SSMP
DI
AI
AO
SV
ETM
51G
YSPD

X
100/5(3)(3)
30A
30A
480/120
(3)
(#)
*
R O L
LR
*
*
*
1 X
X
X
ON
OFF
(3)

S HINMAN
3JRM 06/05/2012RECORD DRAWING

RECORD DRAWING
This record drawing has been prepared, entirely
or in part on the basis of unverified information
compiled and furnished by others to the preparer
who is not responsible for any inaccuracies,
errors or omissions which may have been
incorporated into the document as a result

SINGLE LINE DIAGRAM SYMBOLOGY
25 27
27/47
32 41
43 49
50/51
50/51N
51G
60 62
63 67
71L
81 83
86 87TL
87M
VFD
RVSS

MCP CIRCUIT BREAKER

LOW VOLTAGE DRAWOUT CIRCUIT BREAKER

COMBINATION NEMA RATED STARTER WITH MCP DISCONNECT

AND CONTROL POWER TRANSFORMER

PACKAGED EQUIPMENT

GENERATOR

TRANSFER SWITCH (MANUAL OR AUTOMATIC)

VOLTMETER SWITCH
FVR
2S2W
2S1W

SCHEMATIC DIAGRAM SYMBOLOGY

ENERGIZED

DE-ENERGIZED

CONTROL RELAY OR COIL

NORMALLY OPEN PUSHBUTTON

NORMALLY CLOSED PUSHBUTTON

NO/NC MAINTAINED PUSHBUTTON
30A

THREE - POSITION SPRING RETURN-TO-CENTER

VACUUM OR PRESSURE SWITCH

VACUUM OR PRESSURE SWITCH

MAINTAINED POSITION
R
G
A
W
RED
GREEN
AMBER
WHITE

PILOT LIGHT

TIMED CONTACTS
CONTACT ACTION IS DELAYED AFTER COIL IS:

SYNCHRONISM CHECK RELAY

UNDERVOLTAGE

UNDERVOLTAGE, PHASE SEQUENCE,

UNBALANCED VOLTAGE

DIRECTIONAL POWER RELAY

FIELD CONTACTOR

SELECTOR SWITCH

HIGH OIL TEMPERATURE

INSTANTANEOUS AND TIME OVERCURRENT

INSTANTANEOUS AND TIME RESIDUALLY

CONNECTED GROUND OVERCURRENT

GROUND FAULT

VOLTAGE BALANCE

TIME DELAY

SUDDEN PRESSURE

AC DIRECTIONAL CURRENT RELAY

LOW OIL LEVEL

FREQUENCY RELAY

CONTROL POWER TRANSFORMER

LOCKOUT

TRANSFORMER DIFFERENTIAL

MOTOR DIFFERENTIAL
(L-S-I-G)
L
S
I
G
=
=
=
=

INSTANTANEOUS

GROUND FAULT

FULL VOLTAGE REVERSING

TWO SPEED TWO WINDING

TWO SPEED ONE WINDING

TEMPERATURE SWITCH

E-STOP PUSHBUTTON

MEDIUM VOLTAGE DRAWOUT BREAKER

ANSI RELAY DEVICE
MOTOR

LIGHTNING ARRESTOR AND SURGE CAPACITOR

DELTA-WYE TRANSFORMER

WITH RESISTANCE GROUNDED

SECONDARY AND GROUND

FAULT RELAYING

X - GROUNDING RESISTOR AMPS

Y - GROUNDING RESISTOR SECONDS
X AMPS

Y SECONDS
X = LENS COLOR
HORN

FULL VOLTAGE NON-REVERSING

NORMALLY CLOSED CONTACT LINE REFERENCE

NORMALLY OPEN CONTACT LINE REFERENCE
X = DEVICE
CR
TD
M
PC

CONTROL RELAY

TIME DELAY RELAY
(TIMING RANGE AS INDICATED)

MOTOR STARTER

PHOTOCELL

MEDIUM VOLTAGE VACUUM DRAWOUT STARTER

VOLTAGE SURGE SUPPRESSOR
FUSE

CROSSING OF CONDUCTORS - CONNECTED

KEY INTERLOCK

RATINGS AS INDICATED

AMMETER SWITCH

RATINGS AS INDICATED

NORMALLY CLOSED HELD OPEN

NORMALLY OPEN HELD CLOSED

NORMALLY CLOSED

NORMALLY OPEN

THREE - POSITION SELECTOR SWITCH

TWO - POSITION SELECTOR SWITCH

MOMENTARY CONTACT SWITCH

SINGLE POLE TOGGLE SWITCH

CLOSE ON RISING PRESSURE

OPEN ON RISING PRESSURE

FUSED CONTROL POWER TRANSFORMER
WHM
WM
AM
VM
PFM

WATT HOUR METER

WATT METER

AMMETER

VOLTMETER

POWER FACTOR METER
X = LOCATION
(BLANK)

DELTA-WYE TRANSFORMER WITH

SECONDARY KVA SIZE AND VOLTAGE

RATIO AS INDICATED
AS
VS
X = EQUIPMENT SIZE
Y = TYPE (KW, KVA, OR HP AS INDICATED
ROMAN NUMERAL = NEMA SIZE
REV 113008
X = LOCATION
* = STARTER TYPE

NORMALLY OPEN CONTACT

NORMALLY CLOSED CONTACT

NORMALLY OPEN WITH TIME DELAY CLOSING

NORMALLY CLOSED WITH TIME DELAY OPENING

ELAPSED TIME METER
HEATER

GROUND CONNECTION

CROSSING OF CONDUCTORS - NOT CONNECTED

CLOSE ON RISING TEMPERATURE

DIGITAL INPUT TO PLC/RTU/DCS

SOLENOID VALVE

SOLENOID VALVE

CAPACITOR

SOLID STATE METERING DEVICE

SOLID STATE MOTOR PROTECTIVE DEVICE

METERING DEVICE
X = METER TYPE

POTENTIAL TRANSFORMER

RATIO AND NUMBER OF PT'S AS INDICATED

CURRENT TRANSFORMER

RATIO AND NUMBER OF CT'S AS INDICATED
X = HORSEPOWER
* = FULL LOAD AMPS
FUSE

SIZE AS INDICATED

ELECTRICAL MOTOR OPERATED VALVE, WITH INTEGRAL

REVERSING STARTER

DISCONNECT SWITCH

SIZE AS INDICATED

FUSED DISCONNECT SWITCH

SIZE AS INDICATED

VARIABLE FREQUENCY DRIVE
X = AMPERE RATING

REDUCED VOLTAGE SOLID STATE STARTER
X = AMPERE RATING
(#) = QUANTITY
* = ANSI DEVICE

ANALOG OUTPUT FROM PLC/RTU/DCS
4-20 mA (UNLESS INDICATED OTHERWISE)

ANALOG INPUT TO PLC/RTU/DCS
4-20 mA (UNLESS INDICATED OTHERWISE)

DIGITAL OUTPUT FROM PLC/RTU/DCS

NORMALLY CLOSED

DIGITAL OUTPUT FROM PLC/RTU/DCS

NORMALLY OPEN

THERMAL MAGNETIC CIRCUIT BREAKER
X = LOCATION

GROUND FAULT CURRENT TRANSFORMER

RATIO AS INDICATED

LOCATION SYMBOL

LEGEND SHOWN ON SCHEMATIC DRAWINGS

ALL DEVICES ARE LOCATED IN THE MCC

UNLESS INDICATED OTHERWISE

TORQUE SWITCH

OPEN ON INCREASING TORQUE

FLOW SWITCH

OPEN ON INCREASING FLOW

FLOW SWITCH

CLOSE ON INCREASING FLOW

TEMPERATURE SWITCH

OPEN ON RISING TEMPERATURE

PILOT LIGHT (PUSH-TO-TEST)
X = LENS COLOR (SEE ABOVE)

FLOAT LEVEL SWITCH

OPEN ON RISING LEVEL

NORMALLY CLOSED WITH INSTANT OPENING AND

TIME DELAY CLOSING

NORMALLY OPEN WITH INSTANT CLOSING AND

TIME DELAY OPENING

FLOAT LEVEL SWITCH

CLOSE ON RISING LEVEL

LONG TIME

SHORT TIME

SURGE PROTECTIVE DEVICE
20 LOC
100
20 LOC
100
20 100
MCP
X
40 *
TD1
TD1
TD1
TD1
START
STOP
Plot Date: 24-JUL-2012 10:42User: jrm ohrFi le: W QCP-GE-1.dgn M odel : Lay out1 ColorTable: bw.ctb DesignScript : M W H_Iplot_PenTable_V89.pen PlotSc ale: 0.083333:1 SCALE

DESIGNED
DRAWN

CHECKED

SHEET WARNING

IF THIS BAR DOES
NOT MEASURE 1"

THEN DRAWING IS

NOT TO SCALE
1 01
2 REVDATEBYDESCRIPTION

CITY OF RIVERSIDE, CALIFORNIA
T-48

RIVERSIDE REGIONAL WATER QUALITY CONTROL PLANT
PROJECT MANAGEMENT FACILITY FOR THE 2012 PLANT EXPANSION GE-2

D MCCRAW

GENERAL ELECTRICAL D MCCRAW NO SCALE

SYMBOLS - II
X
X
X-#
*
X
F
F A
FA
F
F
FS
ER
I
*
I
*
I
I HS
VC
*
*
T
J
M
* = TYPE (REFER TO SPECIFICATIONS)
* = TYPE (REFER TO SPECIFICATIONS)
* = TYPE
*

S HINMAN
3JRM 06/05/2012RECORD DRAWING

RECORD DRAWING
This record drawing has been prepared, entirely
or in part on the basis of unverified information
compiled and furnished by others to the preparer
who is not responsible for any inaccuracies,
errors or omissions which may have been
incorporated into the document as a result
X

RECEPTACLES

WEATHERPROOF

EXPLOSION PROOF

GROUND FAULT CIRCUIT INTERRUPTER

CONDUIT AND RACEWAY SYMBOLOGY

MH MANHOLE

HH HANDHOLE

PB PULLBOX

MISCELLANEOUS ELECTRICAL SYMBOLOGY

LIGHTING SYMBOLOGY
X-#a
3 WAY
4 WAY
DIMMER

MANUAL MOTOR STARTER
3 4
D

LIGHTING PANEL

GROUNDING SYMBOLOGY

FIRE PROTECTION SYMBOLOGY

DETECTOR
X = TYPE

SD SMOKE DETECTOR

HD HEAT DETECTOR

CD COMBINATION DETECTOR

SECURITY & COMM SYSTEMS SYMBOLOGY

INTERCOM SPEAKER

INTERCOM SPEAKER WITH STROBE LIGHT

SECURITY ACCESS DEVICE

CR CARD READER

KS KEY SWITCH

PS DIGITAL KEY PAD

EARTH GROUNDING

COMBINATION STARTER
120V DUPLEX RECEPTACLE, NEMA CONFIGURATION
5-20R (WALL MOUNT)
# = CIRCUIT DESIGNATION
* = TYPE
WP
XP

COMPUTER/DATA OUTLET - WALL TYPE

PLAN SYMBOLOGY
GFCI

JUNCTION BOX OR FITTING
HORN
X = PANELBOARD DESIGNATION
GROUND ROD (ƒ" X 10'-0")
S

FLUORESCENT LUMINAIRE

FLUORESCENT LUMINAIRE - UNSWITCHED

WALL MOUNTED LUMINAIRE

POLE, BRACKET, ARM, AND STREETLIGHT
M

FIRE ALARM HORN WITH STROBE

FIRE ALARM LOUDSPEAKER WITH AMPLIFIER

FIRE ALARM PULL STATION

FIRE ALARM STROBE

FIRE ALARM BELL WITH STROBE

FIRE SUPPRESSION SWITCH

END-OF-LINE TERMINATOR

INTERCOM WALL JACK

INTERCOM HANDSET - WALL MOUNTED

GROUND ROD AND GROUND WELL

GROUND CONNECTION - BOLTED TYPE

GROUND CONNECTION - EXOTHERMIC TYPE

EXPOSED OR CONCEALED CONDUIT

CONDUIT RUN (UNDERGROUND OR IN CONCRETE)

CONDUIT RUN (CHANGE IN ELEVATION)

CONDUIT TURNING UP

CONDUIT TURNING DOWN

CONDUIT FROM FLOOR ABOVE TO FLOOR BELOW

CONDUIT CAPPED, OR SEALED

POWER PANEL

DISCONNECT SWITCH
MOTOR

THERMOSTAT

TELEPHONE OUTLET - FLOOR TYPE

TELEPHONE OUTLET - WALL TYPE

COMPUTER/DATA OUTLET - FLOOR TYPE
120V DUPLEX RECEPTACLE, NEMA CONFIGURATION
5-20R (FLOOR MOUNT)
SINGLE SPECIAL PURPOSE RECEPTACLE, 240V 1 PHASE
X = AMPERAGE

WELDING RECEPTACLE
X = AMPERAGE
SPECIAL PURPOSE RECEPTACLE, 480 VAC
X = AMPERAGE

RACEWAY BOX
X = BOX TYPE

HOMERUN TO EQUIPMENT INDICATED
(3/4 " CONDUIT, 2 #12, 1 #12 GND

UNLESS INDICATED OTHERWISE)

CONDUITS GROUPED TOGETHER BUT

SHOWN AS A SINGLE LINE FOR CLARITY

VIDEO CAMERA
* = TYPE

F FIXED

PTZ PAN-TILT-ZOOM

INCANDESCENT, HPS, OR MH LUMINAIRE
X = LIGHTING PANEL DESIGNATION
# = CIRCUIT NUMBER
a = SWITCH DESIGNATION

UNSWITCHED LUMINAIRE
(NIGHT LIGHT)

EMERGENCY LUMINAIRE

BATTERY OPERATED

EXIT LIGHT, SHOWN WITH TWO ILLUMINATED SIDES,

ARROWS INDICATE DIRECTION OF EXIT

LUMINAIRE CALLOUT
A = LUMINAIRE TYPE
* = APPROXIMATE MOUNTING HEIGHT AFF
CLG = CEILING MOUNT
(SEE LUMINAIRE SCHEDULE FOR MORE DETAILS)

LIGHT SWITCH
X = LIGHTING PANEL DESIGNATION
# = CIRCUIT DESIGNATION
a = SWITCH DESIGNATION
* = SWITCH TYPE

BARE COPPER GROUND TO GROUND WIRE IN SLAB, OR

UNDERGROUND GROUND GRID, SIZE AS NOTED
A
*
Plot Date: 24-JUL-2012 10:43User: jrm ohrFi le: W QCP-GE-2.dgn M odel : Lay out1 ColorTable: bw.ctb DesignScript : M W H_Iplot_PenTable_V89.pen PlotSc ale: 0.083333:1 SCALE

DESIGNED
DRAWN

CHECKED

SHEET WARNING

IF THIS BAR DOES
NOT MEASURE 1"

THEN DRAWING IS

NOT TO SCALE
1 01
2 REVDATEBYDESCRIPTION

CITY OF RIVERSIDE, CALIFORNIA
T-48

RIVERSIDE REGIONAL WATER QUALITY CONTROL PLANT
PROJECT MANAGEMENT FACILITY FOR THE 2012 PLANT EXPANSION GE-3

D MCCRAW

GENERAL ELECTRICAL D MCCRAW NO SCALE

ABBREVIATIONS & GENERAL NOTES

S HINMAN
3JRM 06/05/2012RECORD DRAWING

RECORD DRAWING
This record drawing has been prepared, entirely
or in part on the basis of unverified information
compiled and furnished by others to the preparer
who is not responsible for any inaccuracies,
errors or omissions which may have been
incorporated into the document as a result

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

13. 14.

15. 16.

17. 18.

GENERAL ELECTRICAL NOTES
A
AC
AF
AM
ANN
AS
AT
ATS
AUTO
AWG
IMC
INCAND
IND
INST
I/O
Isc
ISO

JUNCTION BOX
BATT
BC
BKR

BATTERY

BARE COPPER

BREAKER
E
EMT
ENCL
ETM

EMERGENCY

ELECTRICAL METALLIC TUBING

ENCLOSURE

ELAPSED TIME METER

INTERMEDIATE METALLIC CONDUIT

INCANDESCENT

INDICATION

INSTANTANEOUS

INPUT/OUTPUT

SHORT CIRCUIT CURRENT, AMPS

ISOLATION
F
FDR
FLA
FLUOR
FM
FO
FVR
FVNR
H
HD
HH
HAND

HEAT DETECTOR

HAND HOLE

DISTRIBUTED CONTROL SYSTEM

DISCONNECT

DISTRIBUTION

DOUBLE POLE DOUBLE THROW

DOUBLE POLE SINGLE THROW
HID
HOA
HPS
HS
HZ

HIGH INTENSITY DISCHARGE

HAND-OFF-AUTOMATIC

HIGH PRESSURE SODIUM

HAND SWITCH
HERTZ

FREQUENCY, FUSE, FIXED
FEEDER

FULL LOAD AMPS

FLUORESCENT

FREQUENCY METER

FIBER OPTIC

FULL VOLTAGE REVERSING

FULL VOLTAGE NON-REVERSING

GENERATOR

GROUND FAULT CIRCUIT INTERRUPTER
GROUND
GEN
GFCI
GND

ELECTRICAL ABBREVIATIONS
M
mA
MCP
MLO
MOV
MS
MTS

MOTOR CONTACTOR COIL

MILLIAMPERE

MOTOR CIRCUIT PROTECTOR

MAIN LUGS ONLY

MOTOR OPERATED VALVE

MANUAL MOTOR STARTER

MANUAL TRANSFER SWITCH
L
LCP
LCS
LOC
LOR
LOS
LP
LRA
LS
LTG
LTS
O
OL
XFMR
XMTR
XP

TRANSFORMER

TRANSMITTER

EXPLOSION PROOF

NEUTRAL

NAMEPLATE
NEUT
NP

OPEN, OFF

OVERLOAD
TACH
TB
TERM
TM
TD
TS

TACHOMETER

TERMINAL BOX

TERMINAL

REPEAT CYCLE TIMER

TIME DELAY RELAY

TEMPERATURE SWITCH
W
WM
WP
PA
PB
PC
PCM
PF
PFM
PH

PUBLIC ADDRESS

PUSHBUTTON, PULLBOX

PHOTOCELL

PROCESS CONTROL MODULE

POWER FACTOR

POWER FACTOR METER
PHASE
UPS
R
RECPT
RGS
RMS
RTU
RVSS

PILOT LIGHT

PANELBOARD

POWER PANELBOARD

POSITION

POTENTIOMETER

PRIMARY

POTENTIAL TRANSFORMER

PAN-TILT-ZOOM
POWER

VOLTAGE, VOLTS

VOLT AMPERE

VOLT AMPERE REACTIVE

VARIABLE FREQUENCY DRIVE

VOLTMETER

VAPOR PROOF
V
VA
VAR
VFD
VM
VP

WATTS, WIRE

WATT METER

WEATHERPROOF
REMOTE

RECEPTACLE

RIGID GALVANIZED STEEL

ROOT MEAN SQUARE

REMOTE TERMINAL UNIT

REDUCED VOLTAGE SOLID STATE
C
CAP
CB
CKT
CLF
COM
COMM
COMP
CP
CPT
CR
CT

CONDUIT, CLOSED

CAPACITOR

CIRCUIT BREAKER

CIRCUIT

CURRENT LIMITING FUSE
COMMON

COMMUNICATIONS

COMPARTMENT

CONTROL PANEL

CONTROL POWER TRANSFORMER

CONTROL RELAY, CARD READER

CURRENT TRANSFORMER
DCS
DISC
DISTR
DPDT
DPST
J,JB

KILO AMPERES

KILO AMP INTERRUPTING CURRENT

KILO CIRCULAR MILS

KILOVOLT AMPERE
LOCAL

LOCAL CONTROL PANEL

LOCAL CONTROL STATION
LOCAL

LOCAL-OFF-REMOTE

LOCKOUT STOP PUSHBUTTON

LIGHTING PANEL

LOCKED ROTOR AMPS

LEVEL SWITCH

LIGHTING
LIGHTS
PL
PNLBD
PP
POS
POT
PRI
PT
PTZ
PWR
SEL SW
SEQ
SHLD
SIG
SP
SP HTR
SPDT
SPST
SSM
SSMP
ST, SH
STR
SSTU
SW
SWBD
SWGR

SELECTOR SWITCH

SEQUENCE

SHIELDED
SIGNAL
SPARE

SPACE HEATER

SINGLE POLE DOUBLE THROW

SINGLE POLE SINGLE THROW

SOLID STATE METER

SOLID STATE MOTOR PROTECTOR

SHUNT TRIP

STARTER

SOLID STATE TRIP UNIT
SWITCH

SWITCHBOARD

SWITCHGEAR

AMPERE, AUTOMATIC

ALTERNATING CURRENT

CIRCUIT BREAKER FRAME SIZE

AMMETER

ANNUNCIATOR

ADJUSTABLE SPEED

AMPERE TRIP

AUTOMATIC TRANSFER SWITCH

AUTOMATIC

AMERICAN WIRE GAUGE
KA
KAIC
KCMIL
KVA

ELECTRICAL DEMOLITION NOTES

1.BIDDING CONTRACTORS SHALL VISIT THE SITE TO ASSESS THE SCOPE OF DEMOLITION, REMOVAL AND MODIFICATION WORK.

2. 3.

4. 5.

6.MOTOR CONTROL CENTERS: DISCONNECT AND REMOVE ALL CONDUITS

AND WIRING TO EXISTING STARTERS AND/OR BREAKERS, PANELBOARDS, BRANCH CIRCUITS, INTERLOCKS AND STATUS WIRING WITHIN MCC.

REFER TO SECTION 16050 FOR ADDITIONAL ELECTRICAL DEMOLITION AND REMOVAL REQUIREMENTS.

CONCEALED CONDUITS IN THE SLAB: REMOVE EXISTING WIRES TO THE EXTENT POSSIBLE AND ABANDON CONDUITS IN THE SLAB. CUT

CONDUIT FLUSH AND PATCH THE FLOOR TO MATCH EXISTING
EXPOSED RACEWAYS: REMOVE CONDUIT, WIRES, AND BOXES. PATCH TO MATCH EXISTING. FINISH-ALL OPENINGS IN WALLS AND FLOORS

ELECTRICAL CONTRACTOR AND THE OWNER SHALL DE-ENERGIZE

ALL WIRING PRIOR TO REMOVAL OF EQUIPMENT, DEVICES, MOTORS INSTRUMENTATION, CONTROL PANELS, ETC. CONTRACTOR SHALL
OBTAIN PRIOR APPROVAL FROM THE OWNER.

19. 20.

21. 22.

23. 24.

UNINTERRUPTIBLE POWER SUPPLY
CONTROL PANEL: ELECTRICAL CONTRACTOR SHALL DE-ENERGIZE
AND REMOVE ALL CONDUIT AND WIRE AS DESCRIBED IN NOTE 2.

CONTRACTOR SHALL REMOVE PANELS AS NOTED ON THE CONTRACT DRAWINGS. REFER TO NOTE 4 ABOVE FOR DISPOSITION OF
ENCASED CONDUITS.

ALL RACEWAYS AND EQUIPMENT SHALL BE INSTALLED AND GROUNDED IN ACCORDANCE WITH THE 2008 EDITION OF THE NATIONAL
ELECTRICAL CODE AND APPLICABLE LOCAL CODES.

THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF TERMINAL

BOXES AND CONDUIT ENTRANCES OF ALL EQUIPMENT AGAINST
APPROVED SHOP DRAWINGS BEFORE STUBBING UP CONDUITS.

REFER TO SPECIFICATION SECTION 16110 FOR REQUIREMENTS RELATED

TO FLEXIBLE CONDUIT INSTALLATION

CONDUIT RUNS ARE SHOWN DIAGRAMMATICALLY ONLY AND SHALL BE

INSTALLED IN A MANNER TO PREVENT CONFLICTS WITH EQUIPMENT OR STRUCTURAL CONDITIONS. EXPOSED CONDUIT SHALL BE INSTALLED PARALLEL OR PERPENDICULAR TO BEAMS AND WALLS. REFER TO
SPECIFICATION SECTION 16110.

CONDUIT STUB-UPS SHALL NOT BE MORE THAN 6 INCHES FROM THE CENTERLINE OF TERMINAL BOXES.

IN THE EVENT OF INTERFERENCE BETWEEN ELECTRICAL EQUIPMENT

SHOWN ON THE DRAWINGS AND OTHER EQUIPMENT, THE CONTRACTOR

SHALL NOTIFY THE ENGINEER IN WRITING AND THE ENGINEER SHALL APPROVE PROPOSED CHANGES BEFORE THEY ARE MADE.

ALL SURFACE MOUNTED PANELS AND PANELBOARDS ON THE INTERIOR

OF EXTERIOR WALLS ABOVE GRADE OR IN OTHER LOCATIONS

CONSIDERED DAMP OR WET SHALL BE MOUNTED SO AS TO MAINTAIN A 1/4 INCH (MINIMUM) AIR SPACE BETWEEN THE ENCLOSURE AND THE WALL.

LOCATION OF PULLBOXES ARE APPROXIMATE. THE CONTRACTOR SHALL

COORDINATE EXACT LOCATION WITH MECHANICAL PIPING AND SHALL BE 6 INCHES (MINIMUM) AWAY FROM MECHANICAL PIPING FLOW LINES.

ONLY MAJOR PULLBOXES ARE SHOWN. THE CONTRACTOR SHALL

PROVIDE ADDITIONAL PULLBOXES WHERE REQUIRED TO MAKE A
WORKABLE INSTALLATION.

THE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE DETAILS WHETHER OR NOT THEY ARE REFERENCED ON THE DRAWINGS.

ALL CONDUIT RUNS CROSSING EXPANSION JOINTS SHALL HAVE
EXPANSION OR EXPANSION AND DEFLECTION TYPE FITTINGS. FOR LOCATIONS OF EXPANSION JOINTS, REFER TO THE STRUCTURAL DWGS.

LUMINAIRES SHALL BE MOUNTED ACCORDING TO THE MOUNTING

HEIGHT GIVEN ON THE DRAWINGS, WITH THE DISTANCE BEING MEASURED FROM THE BOTTOM OF THE LUMINAIRE TO THE FINISHED FLOOR. THE APPROPRIATE MOUNTING BRACKETS AND HARDWARE SHALL BE SUPPLIED.

ALL PANELBOARDS SHALL BE MOUNTED SO THAT THE DISTANCE FROM

THE CENTERLINE OF THE TOP CIRCUIT BREAKER OPERATING HANDLE

IN THE UPPERMOST POSITION TO THE FINISHED FLOOR SHALL
NOT EXCEED 6'-7".

THE WIRING DIAGRAMS, QUANTITY AND SIZE OF WIRES AND CONDUIT

REPRESENT A SUGGESTED ARRANGEMENT BASED UPON SELECTED
STANDARD COMPONENTS OF ELECTRICAL EQUIPMENT. MODIFICATIONS

ACCEPTABLE TO THE ENGINEER MAY BE MADE BY THE CONTRACTOR TO ACCOMMODATE EQUIPMENT ACTUALLY PURCHASED. THE BASIC

SEQUENCE AND METHOD OF CONTROL MUST BE MAINTAINED AS
INDICATED ON THE DRAWINGS AND/OR SPECIFICATIONS.

CONNECTIONS BETWEEN RIGID CONDUIT AND MOTOR TERMINAL BOXES

OR SIMILAR EQUIPMENT SUBJECT TO VIBRATION SHALL BE FLEXIBLE LIQUID-TIGHT CONDUIT.

CONDUITS SHALL BE TERMINATED SO AS TO PERMIT NEAT
CONNECTION TO MOTORS AND OTHER EQUIPMENT.

CONDUITS FOR FUTURE EQUIPMENT OR EXTENSIONS SHALL BE
TERMINATED AS SHOWN IN DETAIL OR AS SPECIFIED.

MCC AND SWITCHGEAR COMPARTMENT DESIGNATIONS SHALL BE AS FOLLOWS:

BLANK/SPACE: CONTAINS NECESSARY BUS AND HARDWARE FOR
FUTURE ADDITION OF BREAKERS OR STARTERS.

SPARE: CONTAINS A COMPLETE INSTALLED BREAKER OR STARTER AVAILABLE FOR FUTURE USE.

ALL MOTOR STARTER CONTROL POWER TRANSFORMERS SHALL BE

SIZED TO PROVIDE SUFFICIENT VOLT-AMPERE CAPACITY FOR

OPERATING ALL LOCAL AND REMOTE ELECTRICAL DEVICES ASSOCIATED WITH CONTROL OF THE MOTOR IN ADDITION TO THE STARTER COIL.

MOTOR CONTROL CENTERS AND ALL FREE STANDING PANELS SHALL

BE SET ON CONCRETE HOUSEKEEPING PADS WITH LEVELING CHANNELS EMBEDDED IN THE PAD.

ALL RECEPTACLES IN OUTDOOR AND ANTICIPATED WET AREAS

SHALL BE GROUND FAULT CIRCUIT INTERRUPTER RECEPTACLES
WITH WEATHERPROOF COVERS.

ELECTRICAL CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING

THE PROJECT TO VERIFY THE SCOPE OF WORK WITH FIELD
CONDITIONS. PARTICULAR ATTENTION SHOULD BE GIVEN TO NEW CONDUIT RUNS IN EXISTING BUILDINGS.

EQUIPMENT LOCKOUTS SHALL BE IN STRICT ACCORDANCE WITH
OWNER'S REQUIREMENTS.

FOR LIGHTING AND RECEPTACLE SYSTEMS, ONLY CIRCUIT NUMBERS ARE SHOWN. CONTRACTOR SHALL PROVIDE ALL NECESSARY CONDUITS, WIRES,

FITTINGS, JUNCTION BOXES AND ALL NECESSARY COMPONENTS SHOWN OR

NOT SHOWN ON THE DRAWINGS, TO MAKE THE ELECTRICAL INSTALLATION COMPLETE AND OPERATIONAL. ALL CONDUIT RUNS SHALL BE CONCEALED UNLESS INDICATED OTHERWISE. CIRCUIT LOADING SHALL BE AS INDICATED IN THE PANEL SCHEDULES. ALL LIGHTING AND RECEPTACLE CIRCUITS SHALL INCLUDE GROUND WIRE.

MCCMOTOR CONTROL CENTER
Plot Date: 24-JUL-2012 10:43User: jrm ohrFi le: W QCP-GE-3.dgn M odel : Lay out1 ColorTable: bw.ctb DesignScript : M W H_Iplot_PenTable_V89.pen PlotSc ale: 0.083333:1 SCALE

DESIGNED
DRAWN

CHECKED

SHEET WARNING

IF THIS BAR DOES
NOT MEASURE 1"

THEN DRAWING IS

NOT TO SCALE
1 01
2 REVDATEBYDESCRIPTION

CITY OF RIVERSIDE, CALIFORNIA
T-48

RIVERSIDE REGIONAL WATER QUALITY CONTROL PLANT
PROJECT MANAGEMENT FACILITY FOR THE 2012 PLANT EXPANSION GE-4

D MCCRAW

GENERAL ELECTRICAL D MCCRAW NO SCALE

STANDARD DETAILS - I
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S HINMAN
3JRM 06/05/2012RECORD DRAWING
3 3
33 RECORD DRAWING
This record drawing has been prepared, entirely
or in part on the basis of unverified information
compiled and furnished by others to the preparer
who is not responsible for any inaccuracies,
errors or omissions which may have been
incorporated into the document as a result
30" M AX

FOR M V
2"
2"
30"
12"
6" 24" M IN
12"
1 1/2"
30' M IN
1 1/2"1" CLEAR (TYP)
4"
4"

4"
2" (TYP)
1 1/2"
4"
2" (TYP)
M
A
X
M
IN
M
IN
M
IN
M
IN
5'-0"
6"
6"
6"
6"
10"2' -0" M IN
1'-0" MIN
6" M IN
3"
D
24" M IN
d
10"1' -6"
6"
1/4"

AS REQ'D
24" M IN AS REQ'D
2" M IN

JOINT SEAL

COMPOUND
CABLE

SUPPORT

PULL BOX

INSTALLATION

SHALL BE WATER

TIGHT AFTER ALL

CONDUITS HAVE

BEEN INSTALLED

PULLING
IRON

STEEL BOLT

DOWN COVER

APPLY SILICONE RTV

TO CONDUIT ENTRANCE

AFTER CONDUCTORS

HAVE BEEN INSTALLED

GRADE RING

PRE-CAST PULLBOX
REV 060109
E-101

FINISHED GRADE

FINISHED GRADE

SINGLE DUCT