Agenda packet — Beaumont City Council, October 15, 2024 (part 5 of 13)

8/8/24, 1:58 PM Construction Bid Source
1 D 19348 Date Of Advertisement From 08/08/2024 to 09/12/2024 Borden Excavating, Inc.

An Equal Opportunity Employer
is requesting quotations from all qualified

DBE, MBE, WBE, SBE
sub -contractors and/or material suppliers for the following project:

Reference: WW -11
Beaumont Mesa Lift Station Upgrade, Beaumont, CA
Beaumont, CA
Located in Riverside County, CA
Owner: City of Beaumont CA
Bid Date: 08/13/2024 at 02:00pm
We are requesting bids for the following trades and/or material suppliers:

CONCRETE (cast -in -place), MASONRY, ELECTRICAL (controls/instrumentation) Bid documents can be viewed at or obtained from:

Planet Bids at https://vendors.planetbids.com/portal/66785/portal-home or please contact [email protected] for Specs, or Borden Excavation for assistance or with questions by emailing [email protected].

Please sumit bids/quotes at least one day prior to bid date and include any certification document(s) you may have along with your DIR registration number. Contact Borden Excavating with regards to their policy for assistance with bonding, insurance, line of credit or materials. Items of work can be broken down into smaller quantities as appropriate and scheduling can be accommodated to facilitate maximum participation. Borden Excavation Inc. is an Equal Opportunity Employer and does not discriminate with regard to race, ethnicity, color, creed, religion, gender or otherwise and will work cooperatively with all qualified responders.

Borden Excavating, Inc.
1014 Second Street
Calimesa, CA 92320

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8/8/24, 1:58 PM Construction Bid Source
Phone: 951-334-9320 Fax:

Email: [email protected]
Alec Braun
Published 08/08/2024 on
Construction Bid Source a Trade and Focus Publication
located at http://www.constructionbidsource.com
Phone: 1-888-786-9450 Fax: 209.772.3573
This solicitation Ad will be archived 30 days after the bid date https://www.constructionbidsource.com/member/print/ad/19348 Page 480 of 1523 2/2

8/8/24, 2:33 PM
ID
Construction Bid Source
717000
Title
Owner
Reference
Bid Date
Pre Bid
Trades
Phase
Description
Final
Completion
Owner
Contact
Phone
Email
Plans &
Specs
Print
Beaumont Mesa Lift Station Upgrade, Beaumont, CA
ww-11
08/13/2024 at 02:00pm
No Pre -Bid Meeting
Class A - *General Engineering Contractor GEC; Subcontractor Opportunities, C34 - Pipeline Contractor: Water Mains, Sewer Lines, Drains 8t Pipe Laying + Related Structures; Includes Pipe Inspection Camera Renovation, Remodel, Improvements, Upgrades
Location of work is 12940 Potrero Blve, Beaumont CA. Work will replace existing pumps with larger pumps and perform related piping and electrical work to increase pumping capaity and will add a concrete basin to increase wastewater storage capacity at the Mesa Lift Station. Federal Funding requiring DBE participation
Bonds required. Prevailing wages.
365 calendar days
City of Beaumont CA
Kenyon Potter
(951) 769-8830 Ext.413
[email protected]
Owner
Documents
Bid Notice
download from source
DBE & HUB Outreach
Borden Excavating, Inc.

Is requesting quotations from all
qualified DBE, MBE, WBE, SBE sub -

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8/8/24, 2:33 PM
contractors and/or material suppliers
Construction Bid Source
Post DBE / HUB Outreach Ad
DISCLAIMER: The bid notifications listed on Construction Bid Source are compiled from various sources and updated daily. It is the responsibility of each user, whether browsing publicly or logged in, to contact the project owner directly for the purpose of bidding and obtaining additional project details. Construction Bid Source does not assume any responsibility for omissions or errors in the information provided.
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8/8/24, 2:28 PM Construction Bid Source
From: Borden Excavating, Inc. (An Equal Opportunity Employer) 1014 Second Street Calimesa, CA 92320
Phone: 951-334-9320
License #741879

REQUESTING PROJECT ASSISTANCE
Minority Business Development Agency (MBDA)
Attn: Karin Chan email: [email protected]
cc: Andrew Barrera email: [email protected]
Requesting bids from DBE, MBE, WBE, SBE, and Other Business Enterprise Subcontractors and Suppliers for:

Project: Beaumont Mesa Lift Station Upgrade, Beaumont, CA Ref #: WW -11
Bid Date: 08/13/2024 @ 02:00pm
Owner: City of Beaumont CA
It is appreciated if you will please acknowledge receipt and distribute this information to your members.

Borden Excavating, Inc. is bidding above referenced project as a Prime Contractor, and is requesting quotes from qualified DBE, MBE, WBE, SBE subcontractors and suppliers for the following items of work:

CONCRETE (cast -in -place) (NAICS 238910), MASONRY (NAICS 238140), ELECTRICAL (controls/instrumentation) (238210)
Documents from: Planet Bids at https://vendors.planetbids.com/portal/66785/portal-home or please contact [email protected] for Specs, or Borden Excavation for assistance or with questions by emailing [email protected].

Items of work can be broken down into smaller quantities as appropriate and scheduling can be accommodated to facilitate maximum participation. Borden Excavation Inc. is an Equal

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8/8/24, 2:28 PM Construction Bid Source
Opportunity Employer and does not discriminate with regard to race, ethnicity, color, creed, religion, gender or otherwise and will work cooperatively with all qualified responders.

Thank you for your appreciated assistance.

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8/9/24, 8:54 AM Construction Bid Source LLC Mail - Re: Borden Excavating, Inc. -Association Project out to Bid Information
Since 1992
Re: Borden Excavating, Inc. - Association
1 message
Pearl Regis
Karin Chan Thu, Aug 8, 2024 at 5:48 PM
To: Pearl Regis , "Borden Excavating, Inc."
Cc: Kevin Kim , Andrew Barrera , Cristina Espiritu , Sara Lee
Hi Pearl,
Your bid opportunity has been posted on our website, which can be viewed at this link: Doing Business with Prime Contractors — PACE Business Development Center.

Sincerely,
Karin Chan
Marketing and Outreach Specialist
PACE (Pacific Asian Consortium in Employment)
1055 Wilshire Blvd., Ste 1520, Los Angeles, CA 90017
http://pacelabdc.org
From: Borden Excavating, Inc.

Sent: Thursday, August 8, 2024 11:28 AM
To: Karin Chan
Subject: Borden Excavating, Inc. - Association
CAUTION: This email originated from outside your organization. Exercise caution when opening attachments or clicking links, especially from unknown senders.

From: Borden Excavating, Inc. (An Equal Opportunity Employer) 1014 Second Street Calimesa, CA 92320
Phone: 951-334-9320
License #741879

CONCRETE (cast -in -place) (NAICS 238910), MASONRY (NAICS 238140), ELECTRICAL (controls/instrumentation) (238210)
Documents from: Planet Bids at https://vendors.plapat� bi s4cpm/fq 785/portal-home or please contact https://mail . google.com/mail/u/0/?ik=6b80f6d350&view=pt&search=/all&permthid=thread-f:1806857659115392103&simpl=msg-f:1806857659115392103 1/2

8/9/24, 8:54 AM Construction Bid Source LLC Mail - Re: Borden Excavating, Inc. -Association [email protected] for Specs, or Borden Excavation for assistance or with questions by emailing [email protected].

Thank you for your appreciated assistance.
https://mail.google.com/mail/u/0Nik=6b80f6d350&view=pt&search=a ape ffi rm = reaa= 06857659115392103&simpl=msg-f:1806857659115392103 2/2

8/8/24, 2:41 PM Construction Bid Source
From: Borden Excavating, Inc. (An Equal Opportunity Employer) 1014 Second Street Calimesa, CA 92320
Phone: 951-334-9320
License #741879

REQUESTING PROJECT ASSISTANCE
National Association of Minority Contractors Southern CA Email: [email protected]
Requesting bids from DBE, MBE, WBE, SBE, and Other Business Enterprise Subcontractors and Suppliers for:

Items of work can be broken down into smaller quantities as appropriate and scheduling can be accommodated to facilitate maximum participation. Borden Excavation Inc. is an Equal Opportunity Employer and does not discriminate with regard to race, ethnicity, color, creed,

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8/8/24, 2:41 PM Construction Bid Source
religion, gender or otherwise and will work cooperatively with all qualified responders.

Thank you for your appreciated assistance.

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8/8/24, 2:36 PM Construction Bid Source
From: Borden Excavating, Inc. (An Equal Opportunity Employer) 1014 Second Street Calimesa, CA 92320
Phone: 951-334-9320
License #741879

REQUESTING PROJECT ASSISTANCE
Small Business Administration (SBA)
Attn: Julie Yim email: [email protected]
Requesting bids from DBE, MBE, WBE, SBE, and Other Business Enterprise Subcontractors and Suppliers for:

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8/8/24, 2:36 PM Construction Bid Source
religion, gender or otherwise and will work cooperatively with all qualified responders.

Thank you for your appreciated assistance.

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8/8/24, 2:19 PM Construction Bid Source
From: Borden Excavating, Inc. (An Equal Opportunity Employer) 1014 Second Street Calimesa, CA 92320
Phone: 951-334-9320
License #741879
For: DBE, MBE, WBE, SBE INVITATION TO BID:

Project: Beaumont Mesa Lift Station Upgrade, Beaumont, CA Ref #: WW -11
Owner: City of Beaumont CA
Bid Date: 08/13/2024 @ 02:00pm
Location: Beaumont, CA
Dear Estimator,
Borden Excavating, Inc. is bidding as a prime contractor for the above referenced project. Work will replace existing pumps with larger pumps and perform related piping and electrical work to increase pumping capaity and will add a concrete basin to increase wastewater storage capacity at the Mesa Lift Station.

We are seeking assistance/bids/quotations from certified DBE/MBE/WBE/SBE business enterprises for the items listed below:

Documents from: Planet Bids at https://vendors.planetbids.com/portal/66785/portal-home or please contact [email protected] for Specs, or Borden Excavation for assistance or with questions by emailing [email protected].

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8/8/24, 2:19 PM Construction Bid Source
A follow up call will be made to ascertain, with certainty, your interest in participating with us on this contract. Please respond to [email protected]. Thank you.

Sincerely,
Alec Braun
[email protected]
Borden Excavating, Inc.

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8/12/24, 3:22 PM Construction Bid Source
Master List Report
Project:

Bid Date:

Prepared By:

Beaumont Mesa Lift Station Upgrade, Beaumont, CA
08/13/2024 @ 02:00pm
Borden Excavating, Inc.

Company 5th Avenue Energy
45433 Camino Monzon
Temecula, CA 92123
Phone (951) 285-4605
Cert DBE
Trades Electrical Contractor
Contact David Wallace
Email [email protected]
Email Results Invitation To Bid delivered on 8/8/24, 4:17 PM Reminder delivered on 8/9/24, 12:49 PM
CaII Results 8/9/24, 4:48 PM - Angela left a message, Emailed reminder Company Anderson's Nu Power Co Inc
17130 Van Buren Blvd #715
Riverside, Ca 92504
Phone 9517807070 Fax 9517807124
Cert SBE
Trades Electrical, medium voltage, high voltage, poleline, electrical splicing, underground electric Email [email protected]
Email Results Invitation To Bid delivered on 8/8/24, 4:17 PM Reminder delivered on 8/9/24, 12:50 PM
Call Results 8/9/24, 4:50 PM - Ann told Angela Unsure, Emailed reminder

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8/12/24, 3:22 PM Construction Bid Source
Company
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Blanco Construction
19320 DALLAS AVENUE
RIVERSIDE, CA 92508
9512506692 Fax 951-602-2050

DBE, SBE
C1200 CONSTRUCTION AREA SIGNS; C1201 TRAFFIC CONTROL SYSTEM; C1531 PLANE ASPHALT CONCRETE; C1575 REMOVE BRIDGE ITEM; C1580 MODIFY BRIDGE ITEM; C1601 CLEARING & GRUBBING; C1901 ROADWAY EXCAVATION; C1910 GRADING; C1920 STRUCTURE EXCAVATION; C1930 STRUCTURE BACKFILL; C2501 AGGREGATE SUBBASE; C2602 AGGREGATE BASE; C4040 CLEAN & SEAL PAVEMENT JOINTS - ROUT & SEAL CRACKS; C5100 CONCRETE STRUCTURE; C5105 MINOR CONCRETE STRUCTURE; C5110 CONCRETE SURFACE FINISH; C5111 CONCRETE OVERLAY, DRILL & BOND; C5201 REINFORCING STEEL; C6200 ALTERNATIVE PIPE CULVERT; C6800 SUBSURFACE DRAIN; C6811 EDGE DRAIN; C7006 CORRUGATED STEEL PIPE INLET & RISER; C7065 DEBRIS RACK -DRAINAGE GATE; C7191 SEWER MANHOLE; C7194 JUNCTION CHAMBER; C7301 CONCRETE CURB & SIDEWALK - MISC; C7500 MISC IRON & STEEL FRAME, COVER & GRATE; E4952 SEWERAGE SYSTEMS; A General Engineering Contractor; Leonardo Blanco
[email protected]
Invitation To Bid dropped on 8/8/24, 4:17 PM
Reminder dropped on 8/9/24, 12:51 PM
8/9/24, 4:51 PM - Angela left a message for Evette, Emailed reminder Challenger Construction Services Inc
27226 Via Industrial
Temecula, CA 92590
(951) 260-2507

DVBE SBE
pre-engineered buildings construction industrial commercial metal electrical concrete masonry [email protected]
Invitation To Bid bounce on 8/8/24, 4:22 PM
Reminder bounce on 8/9/24, 12:57 PM
8/9/24, 4:52 PM - Angela left a message, Emailed reminder Champion's Structures
24720 Superior Ave
Moreno Valley, CA 92551
(951) 567-9041

MBE CBE DBE
Fax (951) 208-80207
reinforced concrete, Water, Sewer and Pipelines, Culverts, highway, road and street, construction, Curbs and street gutters, highway, road and street, construction, Sidewalk, public, construction, concrete work, all other special trade contractors
Mr. Trinidad Pulido
[email protected]
Invitation To Bid delivered on 8/8/24, 4:17 PM
Reminder delivered on 8/9/24, 12:53 PM
8/9/24, 4:52 PM - Angela left a message, Emailed reminder https://www.constructionbidsource.com/member/print/gfe/2452 Page 494 of 1523 2/28

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CICO Electrical Contractors Inc.
1215 Columbia Ave
Riverside, CA 92507
9512132229
DBE
Electrical Contractor
Andrea Jaure
[email protected]
Invitation To Bid delivered on 8/8/24, 4:17 PM
Reminder delivered on 8/9/24, 12:53 PM
8/9/24, 4:53 PM - Angela left a message, Emailed reminder Coastal Electric Service, Inc.
10670 Anaheim Drive
La Mesa, CA 91941
6197875044
DBE
Electrical Contractor
Nick Lawlis
[email protected]
Invitation To Bid delivered on 8/8/24, 4:17 PM
8/9/24, 4:54 PM - Erica told Angela NOT bidding
Creative Energy Electric Inc
32952 Northshire Circle
Temecula, Ca 92592
9519563974 Fax 9513254596
SBE
Neca Electrical Contractor, Solar Design & Installation (photovoltaic), Lighting Systems, Lighting Control Systems, Power Distribution Systems, Switch Gear, Motor -control Centers, Transformers, Motors, Conduit Systems, Cable Trays, Underground, And Ti.

[email protected]
Invitation To Bid delivered on 8/8/24, 4:17 PM
Reminder delivered on 8/9/24, 12:55 PM
8/9/24, 4:55 PM - Angela left a message, Emailed reminder

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8/12/24, 3:22 PM Construction Bid Source
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Delta Electric
17007 Strawberry ine Ct
Santa Clarita, CA 91387
3238160508
DBE
Electrical Contractor
Rolando Estevez
[email protected]
Invitation To Bid delivered on 8/8/24, 4:17 PM
Reminder delivered on 8/9/24, 12:56 PM
8/9/24, 4:56 PM - Angela left a message, Emailed reminder Dexgerity Placing Steel Services
36231 Straightaway Drive
Beaumont, CA 92223
(562) 774-5704
DBE
Concrete steel, placing of reinforcing steel services, poured concrete foundation and structure contractors, structural steel and precast concrete contractors, all other specialty trade contractors Patrick Sanchez
[email protected]
Invitation To Bid delivered on 8/8/24, 4:17 PM
Reminder delivered on 8/9/24, 12:57 PM
8/9/24, 4:57 PM - Angela left a message, Emailed reminder DOD Construction
3501 Edison Hwy
Bakersfield, Ca 93307-
6613668000

DBE SMBE
Steel Structures, Steel Crib Wall, building construction, Carpentry, Finish Hardware, Small Structures, Drywall, Retainer Walls, Plastring, Masonry, Insulation, General Engineering Contractor, General Building Contractor, Concrete Contractor
Derrick Dickerson
[email protected]
Invitation To Bid delivered on 8/8/24, 4:17 PM
8/9/24, 4:58 PM - Michelle told Angela NOT bidding

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Driscoll Electric Inc
1109 W 156th St
Compton, CA 90220
3109409640
DBE
Commercial Electrical, Residential Electrical, Electrical Contractor Dereik Driscoll
[email protected]
Invitation To Bid delivered on 8/8/24, 4:17 PM
Reminder delivered on 8/9/24, 12:59 PM
8/9/24, 4:59 PM - Angela left a message, Emailed reminder El Camino Construction & Engineering Corp
810 Roswell Ave
Long Beach, CA 90804
5629838811

SBE DBE
General Engineering Contractor, General Building Concractor, Concrete Structure, Masonry, Construction & Related Machinery
Miguel Guarjardo
[email protected]
Invitation To Bid delivered on 8/8/24, 4:17 PM
Reminder delivered on 8/9/24, 1:01 PM
8/9/24, 5:01 PM - Angela left a message, Emailed reminder Electric Service & Supply Co. (same as E Tech Electric) 2668 E Foothill Blvd
Pasadena, CA 91107
(626) 795-8641
SBE
Electrical Contractor, Controls and accessories, boxes and enclosoures, fittings and accessories, cable, wire, components, electrical systems, General Building Contractor [email protected]
Invitation To Bid delivered on 8/8/24, 4:17 PM
8/9/24, 5:03 PM - Michelle told Angela NOT bidding

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Electronic & Telecom Systems, Inc.
10225 Barnes Canyon Rd
Ste A110
San Diego, CA 92037
(858) 250-0495

SMBE SDSLBE DBE
Message Signs, Lighting & Sign Illumination, HVAC, Safety Studies, Electrical Contractor, Control, Building Automation, Low Voltage Sytems, SCADA, Process Control, C10 Electrical Contractors, C20 Heating and Air Conditioning HVAC Contractors
Steven Cabaj
[email protected]
Invitation To Bid delivered on 8/8/24, 4:17 PM
Reminder delivered on 8/9/24, 1:04 PM
8/9/24, 5:04 PM - Angela left a message, Emailed reminder Esl Power Systems Inc
2800 Palisades Dr
Corona, Ca 92880
9517397020 Fax 9517397048
SBE
Mechanical Power Transmission Equipment N.e.c. Distribution Specialty Transformers Electrical Industrial Apparatus Machinery Supplies
[email protected]
Invitation To Bid delivered on 8/8/24, 4:17 PM
Reminder delivered on 8/9/24, 1:07 PM
8/9/24, 5:07 PM - Angela left a message for Doug Roy, Emailed reminder Espinoza Electric Inc.
11055 Alder Ave
Bloomington, CA 92316
9094218668
SBE
C10 Electrical Contraxtor, B General Building Contractor, electrical system, electrical and electronic engineering
[email protected]
Invitation To Bid delivered on 8/8/24, 4:17 PM
8/9/24, 5:08 PM - Melissa told Angela NOT bidding
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Excel Concrete Construction Inc.
776 Melody Ln
Lytle Creek, CA 92358
(951) 695-0170
DBE
Plane Asphalt Concrete, Concrete Base, Reinforcing Steel, Furnish Precast Concrete Deck Unit, Erect Precast Concrete, Reinforcing Steel Contractor, Rebar, Welding on -site, poured concrete foundation and strucure contractors, Concrete Contractor, structural steel and precast concrete contractors Sean Mills
[email protected]
Invitation To Bid delivered on 8/8/24, 4:17 PM
Reminder delivered on 8/9/24, 1:10 PM
8/9/24, 5:10 PM - Angela left a message, Emailed reminder G & G Electric Inc.
1525 Quadrille Court
Riverside, CA 92503
(951) 776-8099
DBE
Message Signs, Lighting, Sign Illumination, Signal, Electrical Services for Rail Cars, Commercial Electrical, Signal & Lighting, C10 Electrical Contractor
Gilberto Chavez
[email protected]
Invitation To Bid delivered on 8/8/24, 4:17 PM
8/9/24, 5:11 PM - Veronica told Angela NOT bidding
Company
Phone
Cert
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Contact
Email
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Golden Sun Construction, Inc
25371 Mustang Drive
Laguna Hills, CA 92653
(949) 380-9797

DBE, WBE
(Reinforcing Concrete - not dike)Roadway Excavation, Concrete curb & sidewalk, Concrete barrier, Remove Bridge Item, Cement Treated Base, Aggregate Base, Structure Excavation, Place Asphalt Concrete Dike, Finishing Roadway, Embankment Construction, Irrigation Sytem, Jacked Welded Steel Pipe. General Engineering Contractor, General Building Contractor, Concrete block & masonry retaining wall, reiforcing steel, precast concrete, manhole, concrete curb & sidewalk - misc Meiling Yip
[email protected]
Invitation To Bid delivered on 8/8/24, 4:17 PM
Reminder delivered on 8/9/24, 1:11 PM
8/9/24, 5:11 PM - Angela left a message, Emailed reminder

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Company
Phone
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GWG Construction inc
1740 W 12th St
Los Angeles, CA 90047
3236001122
DBE
Roofing, Construction & Related Machinery, Building Construction, Masonry Gernard Gilmore
[email protected]
Invitation To Bid delivered on 8/8/24, 4:17 PM
8/9/24, 5:12 PM - Stephanie told Angela NOT bidding
Company Harrell Enterprises, Inc. Harrell Electric
5427 Via Alberca
Riverside, CA 92507
Phone 9517870390 Fax 9517878193
Cert DBE MBE
Trades Electrical Contractors 238210: Does not do roads Email [email protected]
Email Results Invitation To Bid delivered on 8/8/24, 4:17 PM Reminder delivered on 8/9/24, 1:14 PM
CaII Results 8/9/24, 5:13 PM - Angela left a message, Emailed reminder Company HYB Construction Company
5108 Verona Street
LOS ANGELES, CA 90022
Phone 3238420370
Cert SBE
Trades ALL GENERAL CONSTRUCTION INCLUDES BUT NOT LIMITED TO ELECTRIC, CONCRETE, MASONRY,

PLUMBING, PAINTING, DRYWALL, REMODEL, STRUCTURAL, FRAMING, REPAIR, INSTALL, IMPROVE, DEMOLISH, ADDITION, REHAB, RENOVATION, ETC. FOR RESIDENTIAL & COMMERCIAL PROPERTIES.

Email [email protected]
Email Results Invitation To Bid delivered on 8/8/24, 4:17 PM Reminder delivered on 8/9/24, 1:14 PM
can Results 8/9/24, 5:14 PM - Angela left a message, Emailed reminder Company
Phone
Cert
Trades
Email
Email Results
Call Results

IMAC CONSTRUCTION INC
19740 Jolora Ave
CORONA, CA 92881-4600
(951) 520-9755
SBE
Concrete Contractor, General Engineering Contractor
[email protected]
Invitation To Bid delivered on 8/8/24, 4:17 PM
Reminder delivered on 8/9/24, 1:16 PM
8/9/24, 5:16 PM - Angela left a message, Emailed reminder Fax 9515209756

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Company J Francis Company
16197 Krameria Ave
Riverside, Ca 92504
Phone 9517769100 Fax 9517769174
Cert SBE DBE
Trades Concrete Overlay, Drill & Bond, Minor Concrete Structure, Concrete Surface Finish, Joint Seal, Water Stop, Waterproofing, C8 Concrete Contractor, D6 Concrete Related Services, D12 Synthetic Produces, D38 Sand and Water Blasting, D51 Waterproofing and Weatherproofing, all other specialty contracting Contact Diana Hanna
Email [email protected]
Email Results Invitation To Bid delivered on 8/8/24, 4:17 PM Reminder delivered on 8/9/24, 1:17 PM
Call Results 8/9/24, 5:17 PM - Angela left a message, Emailed reminder Company JDC Energy Solutions Inc.
10373 Trademark St
Rancho Cucamonga, CA 91730
Phone 9092973626
Cert SBE
Trades Electrical Contractor, lighting, switchgear, controls, standby or emergency power installation , cogeneration plant construction, computer power conditioning, solar generators and power plants, lighting and electrical system services, environmental system control installation Email [email protected]
Email Results Invitation To Bid delivered on 8/8/24, 4:17 PM Reminder delivered on 8/9/24, 1:20 PM
Call Results 8/9/24, 5:19 PM - Angela left a message, Emailed reminder Company JMG Automated Valves & Controls, Inc.
7211 Haven Ave, Ste E565
Rancho Cucamonga, CA 91701
Phone 9094840564 Fax 9099442280
Cert SBE
Trades Actuators, Electrical Controls and accessories, valves, pressure measuring and control instruments, manual test kits and quality controls and calibrators
Email [email protected]
Email Results Invitation To Bid delivered on 8/8/24, 4:17 PM Reminder delivered on 8/9/24, 1:22 PM
Call Results 8/9/24, 5:22 PM - Angela left a message, Emailed reminder

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8/12/24, 3:22 PM Construction Bid Source
Company
Phone
Cert
Trades
Contact
Email
Email Results
Call Results
Company
Phone
Cert
Trades
Email
Email Results
CaII Results
Company
Phone
Cert
Trades
Contact
Email
Email Results
CaII Results
John Christopher Construction inc.
17632 Metzler Lane
Huntington Beach, CA 92647
9494154534
DBE
General Building Contractor, Masonry
John Frize
[email protected]
Invitation To Bid bounce on 8/8/24, 4:22 PM
8/9/24, 5:23 PM - Stella told Angela NOT bidding
Jones Construction
5225 Canyon Crest Drive
Riverside, CA 92507
9097171501

DVBE/SBE
Remodel, renovations, repair, flooring, tile, plumbing, electrical, drywall, fencing, chain link fencing, vinyl fencing, bahtroom remodel, kitchen remodel, General Building, Building maintenance and repair, single family, multiple unit, commercial and office building construction, specialized public building, detention facility, wall covering, electrical system services, masonry and stonework, concrete installation and repair [email protected]
Invitation To Bid delivered on 8/8/24, 4:17 PM
Reminder delivered on 8/9/24, 1:24 PM
8/9/24, 5:24 PM - Angela left a message, Emailed reminder Kern County Custom Concrete
4916 College Ave
Bakersfield, Ca 93306-
(661) 378-2676

DBE SBE MBE
Concrete Contractor, D3460 METAL FORGINGS & STAMPINGS; C5501 STEEL STRUCTURES; C5136 REINFORCED CONCRETE CRIB WALL; C4906 CAST -IN -DRILLED -HOLE CONCRETE PILING; C2800 CONCRET BASE; C5570 STEEL CRIB WALL; C5000 PRESTRESSING CONCRETE CAST -IN -PLACE; C5100 CONCRETE STRUCTURE; C5105 MINOR CONCRETE STRUCTURE; C5110 CONCRETE SURFAC FINISH; C5120 FURNISH PRECAST CONCRETE DECK UNIT; C5124 ERECT PRECAST CONCRE C7301 CONCRETE CURB & SIDEWALK - MISC; C8331 CONCRETE BARRIER
Mr. Jerry M. Fuentez
[email protected]
Invitation To Bid delivered on 8/8/24, 4:17 PM
Reminder delivered on 8/9/24, 126 PM
8/9/24, 5:26 PM - Angela left a message, Emailed reminder https://www.constructionbidsource.com/member/print/gfe/2452 Page 502 of 1523 10/28

8/12/24, 3:22 PM Construction Bid Source
Company KP Electric Co Inc.

Phone
Cert
Trades
Email
Email Results
CaII Results
8239 Henderson Green
Buena Park, CA 90621
(714) 746-4669
SBE
C10 Electrical Contrctor, wire or cable raceway, conduit, wire and fittings [email protected]
Invitation To Bid delivered on 8/8/24, 4:17 PM
Reminder delivered on 8/9/24, 1:26 PM
8/9/24, 5:26 PM - Angela left a message, Emailed reminder Company LCS Electrical and Industrial Service Inc
3600 Peagasus Drive
Bakersfield, CA 93308
Phone 6615358280
Cert DVBE SBE(micro)
Trades Electrical Contracting, Instrumentation Services Email [email protected]
Email Results Invitation To Bid delivered on 8/8/24, 4:17 PM Reminder delivered on 8/9/24, 127 PM
Call Results 8/9/24, 5:27 PM - Angela left a message, Emailed reminder Company LG&M Electric, Inc.
216 S Heliotrope Ave
Monrovia, CA 91016
Phone 3233716124 Fax 6266055904
Cert DBE
Trades Electrical Contractor: Industrial only no residential Contact Leo Guevara
Email [email protected]
Email Results Invitation To Bid delivered on 8/8/24, 4:17 PM Reminder delivered on 8/9/24, 1:28 PM
CaII Results 8/9/24, 5:28 PM - Angela left a message for Leo, Emailed reminder

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8/12/24, 3:22 PM Construction Bid Source
Company
Phone
Cert
Trades
Contact
Email
Email Results
CaII Results
Company
Phone
Cert
Trades
Los Angeles Post Tensioning
308 Blackshear Ave
Los Angeles, CA 90022
(323) 528-8874
DBE
prestressing concrete cast -in -place, erect precast concrete, fabricated metal products, C50 Reinforcing Steel Contractor
Ricardo Hipolito
[email protected]
Invitation To Bid delivered on 8/8/24, 4:17 PM
Reminder delivered on 8/9/24, 1:29 PM
8/9/24, 5:29 PM - Angela left a message, Emailed reminder M Brey Electric Inc
P O Box 3159
Beaumont, CA 92223
(951) 845-5438
SBE
Electrical contractor, exterior lighting, medium voltage, underground construction Email [email protected]
Email Results
CaII Results
Company
Phone
Cert
Trades
Contact
Email
Email Results
CaII Results
Invitation To Bid delivered on 8/8/24, 4:17 PM
8/9/24, 5:30 PM - Kyle told Angela NOT bidding
MAC Reinforcing Steel Inc.
20154 Ochoa Rd
Apple Valley, CA 92307
(909) 670-9400
DBE
Prestressing Concrete Cast -in -place, Steel Structures, C50 Reinforcing Steel Contractor Michael Cervantes
[email protected]
Invitation To Bid delivered on 8/8/24, 4:17 PM
Reminder delivered on 8/9/24, 1:31 PM
8/9/24, 5:31 PM - Angela left a message for Mike, Emailed reminder https://www.constructionbidsource.com/member/print/gfe/2452 Page 504 of 1523 12/28

8/12/24, 3:22 PM Construction Bid Source
Company Markham Electric Solutions
1112 Dorian Drive
Bakersfield, CA 93304
Phone 6619278029
Cert DBE
Trades C10 Electrical Contractor, Commercial and Residential Contact Edgar Markham
Email [email protected]
Email Results Invitation To Bid delivered on 8/8/24, 4:17 PM Reminder delivered on 8/9/24, 1:32 PM
CaII Results 8/9/24, 5:32 PM - Angela left a message, Emailed reminder Company Martin Construction Services Inc.

PO Box 1782
Chino Hills, Ca 91709
Phone 9096068925 Fax 9095487498
Cert SBE
Trades GENERAL CONTRACTOR - HARDSCAPE, CONCRETE, MASONRY, ROOM ADDITIONS, STONE, PAVERS Email [email protected]
Email Results Invitation To Bid delivered on 8/8/24, 4:17 PM Reminder delivered on 8/9/24, 1:33 PM
Call Results 8/9/24, 5:33 PM - Angela left a message for Bob, Emailed reminder Company McNamara Pump & Electric
P. O. Box 1989
San Marcos, CA 92079
Phone 7607441895 Fax 7605913808
Cert SBE (Micro)
Trades pump 8t electric, service & repairs, sales, maintenance, sump, storm water, irrigation, booster pump, sewage, dewatering, circulation, variable frequency drive, control wiring, control panel, electrical, machinery and pumps, drainage services, pump parts & accessories, irrigation Email [email protected]
Email Results Invitation To Bid delivered on 8/8/24, 4:17 PM CaII Results 8/9/24, 5:35 PM - Janelle told Angela NOT bidding

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8/12/24, 3:22 PM Construction Bid Source
Company
Phone
Cert
Trades
Email
Email Results
Cale Results

MEL SMITH ELECTRIC INC
10950 DALE ST
STANTON, CA 90680
(714) 761-3205
SBE
Fax 7147614710
A - General Engineering B - General Building Contractor C-07 - Low Voltage Communications and Wiring Systems C-10 - Electrical (general) C-12 - Excavation work and paving C-21 - Building moving, wrecking HAZ - Hazardous Substance Removal Certification, 201422 - Line heaters 231538 - Coating systems, Railroad support equipment and systems, Electrical components, Clutches, Industrial braking systems, Electrical wire, Electrical cable and accessories, Power generation control equipment, Mechanical cable, Washers, Brackets and braces, Tape, Non electrical lighting devices, Power conditioning equipment, Electrical boxes and enclosures and fittings and accessories, Electrical lugs plugs and connectors, Electrical controls and accessories, Electrical hardware and supplies, Electrical safety devices and accessories, Electrical Variable Speed Drives, Electrical transmission and distribution equipment, Wire Raceways Conduit and Busways, Indicating and recording instruments, Electrical measuring and testing equipment and accessories, Light and wave generating and measuring equipment, Electrical Equipment software, Correction media, Domestic kitchen appliances, Electrical physics materials, Well site operations services, Infrastructure building and surfacing and paving services, Electrical system services, Manufacture of machinery, Manufacture of electrical goods, Electrical and electronic engineering, Electrical power transmission engineering, Water and sewer utilities, Oil and gas utilities, Electric utilities, Utility buildings and structures B - General Building Contractor C- 07 - Low Voltage Communications and Wiring Systems C-10 - Electrical (general) C-12 - Excavation work and paving C-21 - Building moving, wrecking HAZ - Hazardous Substance Removal Certification, 201422 - Line heaters 231538 - Coating systems, Railroad support equipment and systems, Electrical components, Clutches, Industrial braking systems, Electrical wire, Electrical cable and accessories, Power generation control equipment, Mechanical cable, Washers, Brackets and braces, Tape, Non electrical lighting devices, Power conditioning equipment, Electrical boxes and enclosures and fittings and accessories, Electrical lugs plugs and connectors, Electrical controls and accessories, Electrical hardware and supplies, Electrical safety devices and accessories, Electrical Variable Speed Drives, Electrical transmission and distribution equipment, Wire Raceways Conduit and Busways, Indicating and recording instruments, Electrical measuring and testing equipment and accessories, Light and wave generating and measuring equipment, Electrical Equipment software, Correction media, Domestic kitchen appliances, Electrical physics materials, Well site operations services, Infrastructure building and surfacing and paving services, Electrical system services, Manufacture of machinery, Manufacture of electrical goods 811017 - Electrical and electronic engineering 811024 - Electrical power transmission engineeri
estimating @ mels m ith el ectric.com
Invitation To Bid delivered on 8/8/24, 4:17 PM
8/9/24, 5:36 PM - Doreene told Angela NOT bidding
Company More Power
26163 Renton PI.

Hemet, CA 92544
Phone 9514453512 Fax 9516528952
Cert SBE DVBE
Trades Electrical Contractor High Voltage Repair, New Construction, maintenance, supplies, hardware Email morepowerwalt©msn.com
Email Results
CaII Results
Invitation To Bid delivered on 8/8/24, 4:17 PM
Reminder delivered on 8/9/24, 1:37 PM
8/9/24, 5:37 PM - Angela left a message, Emailed reminder https://www.constructionbidsource.com/member/print/gfe/2452 Page 506 of 1523 14/28

8/12/24, 3:22 PM Construction Bid Source
Company
Phone
Cert
Trades
Contact
Email
Email Results
CaII Results
Company
Phone
Cert
Trades
Contact
Email
Email Results
Call Results
Company
Phone
Cert
Trades
Contact
Email
Email Results
CaII Results
My Electrician Inc.
32615 Racquet Club Way
Lake Elsinore, CA 92530
(800) 342-6885
DBE
Electrical Contractor
Brian Alston
[email protected]
Invitation To Bid delivered on 8/8/24, 4:17 PM
Reminder delivered on 8/9/24, 1:38 PM
8/9/24, 5:38 PM - Angela left a message, Emailed reminder Native American Electric Inc
43415 Castile Canyon Road
San Jacinto, CA 92583
(909) 908-7570
DBE
C9859 Commercial Electrical; C9858 Residential Electrical; C10 Electrical Contractor, other wiring installation contractors
Daniel Silvas
[email protected]
Invitation To Bid delivered on 8/8/24, 4:17 PM
Reminder delivered on 8/9/24, 1:39 PM
8/9/24, 5:39 PM - Angela left a message for Keith Mitchell, Emailed reminder Power Pro Plus Inc.
8751 Prestige Court
Rancho Cucamonga, CA 91730
9099828237 Fax 9099220637

SBE DBE SBA
General B License And C-10 Electrical Contractor
Felipe Oliden
[email protected]
Invitation To Bid delivered on 8/8/24, 4:17 PM
Reminder delivered on 8/9/24, 1:41 PM
8/9/24, 5:41 PM - Angela left a message for Alexander, Emailed reminder

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8/12/24, 3:22 PM Construction Bid Source
Company
Phone
Cert
Trades
Contact
Email
Email Results
CaII Results
R Dugan Construction Inc.
6157 Marlatt St
Mira Loma, CA 91752
(951) 360-7531
DBE
Water and Sewer Line and related structures, concrete structure, Construction Management, Poured Concrete foundation & structures, foundation & structure contractors Wendy Dugan
[email protected]
Invitation To Bid delivered on 8/8/24, 4:17 PM
8/9/24, 5:42 PM - Naomi told Angela NOT bidding
Company R S Energy Inc
14938 Sierra Bonita Ln Ste A
Chino, CA 91710
Phone 9093933394 Fax 9093933395
Cert SBE, DVBE
Trades b, C-10, Electrical, Lighting, Wiring
Email [email protected]
Email Results Invitation To Bid bounce on 8/8/24, 4:17 PM Reminder dropped on 8/9/24, 1:43 PM
CaII Results 8/9/24, 5:43 PM - Angela left a message, Emailed reminder Company
Phone
Cert
Trades
Contact
Email
Email Results
Cali Results
Ramirez Masonry, Inc.
3214 Producer Way
Pomona, CA 91768
9095945600

DBE SBE MBE CT LA
Masonry
Arthur Ramirez
[email protected]
Invitation To Bid delivered on 8/8/24, 4:17 PM
8/9/24, 5:45 PM - Janet told Angela NOT bidding
9095945679
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8/12/24, 3:22 PM Construction Bid Source
Company
Phone
Cert
Trades
Contact
Email
Email Results
CaII Results
Company
Phone
Cert
Trades
Email
Email Results
CaII Results
Company
Phone
Cert
Trades
Contact
Email
Email Results
CaII Results
Rascom Group
4070 N Palm St
Fullerton, CA 92835
(714) 871-9343
DBE
C29 Masonry, Concrete Block & masonry retaining wall, C61 Limited Specialty, D21 Machinery & Pumps Thereese Segui
[email protected]
Invitation To Bid delivered on 8/8/24, 4:17 PM
Invitation To Bid delivered on 8/9/24, 1:48 PM
8/9/24, 5:49 PM - Robert told Angela YES bidding, Resent ITB per request, updated email 8/10/24, 2:18 PM - Rsegura emailed requesting documents. Sent link and cc to Alec. Copy in file.

Rio Jordan Construction, Inc
7432 Lemoran Avenue
Pico Rivera, Ca 90660
5629420228 Fax 8883080936

SBE DBE
Asphalt Concrete, Concrete Block & masonry retaining wall, concrete surface finish [email protected]
Invitation To Bid delivered on 8/8/24, 4:17 PM
Reminder delivered on 8/9/24, 1:50 PM
8/9/24, 5:50 PM - Angela left a message for Jordan, Emailed reminder Ruby's Builder, Inc.
11302 Alclad Ave
Whittier, CA 90605
5627147479
DBE
General Engineering Contractor, General Building Contractor, Masonry Contractor, Concrete structure Martin Rubalcava
[email protected]
Invitation To Bid delivered on 8/8/24, 4:17 PM
Invitation To Bid delivered on 8/9/24, 1:52 PM
8/9/24, 5:52 PM - Miguel told Angela Unsure, Resent ITB per request

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8/12/24, 3:22 PM Construction Bid Source
Company
Phone
Cert
Trades
Contact
Email
Email Results
CaII Results
Company
Phone
Cert
Trades
Email
Email Results
CaII Results
Company
Phone
Cert
Trades
Contact
Email
Email Results
CaII Results
Solid Construction Co
612 South Long Beach Blvd., Ste. 101
Los Angeles, Ca 90221-
6612013627

DBE, SMBE, UDBE
Residential Air Conditioning & Sheet Metal, Glass Installation, Plastering, Retainer Walls, Insulation, Heating & Air Conditioning, Floor Covering, Drywall Construction, Ditches Excavation, Demolition, Clearing & Grubbing, Air Conditioning/Sheet Metal, Structure Excavation, Structure Backfill, Roofing, masonry, roadway Excavation, Ditches Excavation, Plastering
Dan Rich
[email protected]
Invitation To Bid delivered on 8/8/24, 4:17 PM
Reminder delivered on 8/9/24, 1:54 PM
8/9/24, 5:54 PM - Angela left a message, Emailed reminder Southland E&I Services Inc
7095 Jurupa Ave
Riverside, CA 92504
9516814562
SBE
Electrical Contractor, lighting, power system, cogeneration plant construciton , standby or emergency power, switchgear and related devices, electronic and computerized controls installation, energy management controls, electrical inspection
[email protected]
Invitation To Bid delivered on 8/8/24, 4:17 PM
Reminder delivered on 8/9/24, 1:55 PM
8/9/24, 5:55 PM - Angela left a message, Emailed reminder Star 1 MS. Inc.
6352 Dana Ave
Jurupa Valley, CA 91752
(800) 554-3585
DBE
Carpentry, General Building Contractor, Additions alterations or repairs, Masonry Graciela J Miranda
[email protected]
Invitation To Bid delivered on 8/8/24, 4:17 PM
Reminder delivered on 8/9/24, 1:56 PM
8/9/24, 5:56 PM - Angela left a message, Emailed reminder

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8/12/24, 3:22 PM Construction Bid Source
Company
Phone
Cert
Trades
Contact
Email
Email Results
CaII Results
Company
Phone
Cert
Trades
Email
Email Results
CaII Results
Company
Phone
Cert
Trades
Contact
Email
Email Results
CaII Results
The Faith Electric Group Inc
24930 Washington Ave
unirt 950
Murrieta, CA 92564
(951) 405-4455
DBE
C9859 Commercial Electrical; C9858 Residential Electrical; C10 Electrical Contractor and other wiring installation
Walter Herrera
[email protected]
Invitation To Bid delivered on 8/8/24, 4:17 PM
Reminder delivered on 8/9/24, 1:58 PM
8/9/24, 5:57 PM - Angela left a message, Emailed reminder TMG Energi Solutions, Inc.
857 West Cove Way
Sacramento, CA 95831
9163918062 Fax 9163913013
SBE Micro
C10 energy, efficiency, electrical, lighting, photovoltaic, automation, controls, solar, feed, led, management, consulting, Power Plants, Integrated circuite, semiconductor devices, automation control connectivity devices emazyck@tmgenerg i.com
Invitation To Bid delivered on 8/8/24, 4:17 PM
Reminder delivered on 8/9/24, 2:06 PM
8/9/24, 6:06 PM - Angela left a message, Emailed reminder Truline Masonry Inc
2267 Dusk Drive
San Diego, CA 92139
6192077569

DBE ELBE
Sound Wall Masonry Block/Concrete, Concrete Block & masonry retaining wall, masonry contractor Daniel Montejano
[email protected]
Invitation To Bid delivered on 8/8/24, 4:17 PM
Reminder delivered on 8/9/24, 2:07 PM
8/9/24, 6:07 PM - Angela left a message, Emailed reminder

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8/12/24, 3:22 PM Construction Bid Source
Company VT Electric, Inc.
869 10825 Vernon Ave
Ontario, Ca 91762
Phone 909-985-1755 Fax 909-985-8186
Cert DBE
Trades C9859 Commercial Electrical; C1201 Traffic Control System, Signal & Lighting C9858 Residential Electrical. C10 Electrical Contractor;
Contact Tony T. Tran
Email [email protected]
Email Results Invitation To Bid delivered on 8/8/24, 4:17 PM Reminder delivered on 8/9/24, 2:07 PM
Call Results 8/9/24, 6:07 PM - Angela left a message, Emailed reminder Company Western Electrical Contracting Inc
29916 Circinus St
Murrieta, CA 92563
Phone (619) 246-0387
Cert DBE
Trades Commercial and residential Electrical
Contact Omar Equihua
Email [email protected]
Email Results Invitation To Bid delivered on 8/8/24, 4:17 PM Call Results 8/9/24, 6:09 PM - Omar told Angela NOT bidding Company Wiley Construction
310 Via Del Norte
Oceanside, Ca 92054 -
Phone 760-967-0982 Fax 760-967-1023
Cert DBE DVBE-SBA ELBE SBE
Trades Steel Structures, steel crib wall, small structures, masonry, insulation, hardware (rough), hardware (finish), building construction, General Contractor, landscaping, specializing In Masonry, concrete, Blocks, carpentry, Roofing, Room Additions, Lathe & Plastering, asphalt, Paving, striping, Demolition, Renovation, Retaining Walls, Underground Sewer And Water Lines, Electrical And Tenant Improvements. Ge Contact Harvester Wiley
Email [email protected]
Email Results Invitation To Bid delivered on 8/8/24, 4:17 PM Reminder delivered on 8/9/24, 2:10 PM
CaII Results 8/9/24, 6:09 PM - Angela left a message, Emailed reminder To
Subject Sent Result Response
[email protected]
Association
8/8/24,
2:28
PM
delivered
250 OK ([email protected]:250 2.6.0 [InternalId=15062450323714, Hostname=CO1PR19MB519...)
[email protected] Association
8/8/24, delivered
2:28
PM
250 OK ([email protected]:250 2.6.0

[InternalId=13005160987455, Hostname=PH7PR19MB...)

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8/12/24, 3:22 PM Construction Bid Source
To
Subject Sent
Result Response
[email protected]
Association 8/8/24, delivered
2:36
PM
[email protected]
[email protected]
[email protected]
[email protected]
250 2.0.0 3yW7Gpe-18766-10b9C2256239C2015B66af4f8eb
mail accepted for delivery
Association 8/8/24, delivered
2:41
PM
250 2.6.0
[Internal Id =2164663536442,
Hostname= PHOPR06M B8399.namprd06.prod.outlook.com]
16665 bytes in 0.225, 72.028 KB/sec Queued mail for delivery Invitation 8/8/24, delivered
To Bid 4:17
PM
Invitation 8/8/24, dropped
To Bid 4:17
PM
250 2.0.0 OK 1723148231 d75a77b69052e-
451 c8836a07si48668251cf.650 - gsmtp
Invitation 8/8/24, delivered 250 ok dirdel
To Bid 4:17
PM
[email protected] Invitation 8/8/24, delivered 250 ok dirdel To Bid 4:17
PM
[email protected]
[email protected]
1 [email protected]
[email protected]
[email protected]
[email protected]
[email protected]
Invitation
To Bid
Invitation
To Bid
8/8/24,
4:17
PM
delivered 250 ok dirdel
8/8/24, delivered
4:17
PM
Invitation
To Bid
8/8/24,
4:17
PM
Invitation 8/8/24,
To Bid 1 4:17
PM
250 Requested mail action okay, completed: id=lMnlgt-
1 rtQUy2Blf-00gg6q
delivered 250 2.6.0
[I nterna I Id =1589137909723,
Hostname=PHOPR20MB6019.namprd20.prod.outlook.com]
17206 bytes in 0.262, 63.980 KB/sec Queued mail for delivery delivered
250 ok dirdel
Invitation 8/8/24, delivered 250 2.0.0 c9ZOsEDx4WTUpc9ZQsYQaC mail accepted for To Bid 4:17 delivery
PM
Invitation 18/8/24, delivered
To Bid 4:17
PM
Invitation 8/8/24,
To Bid 4:17
PM
250 ok dirdel
delivered 250 2.6.0
[Internal Id =12206297067737,
Hostname=PH7PR20MB4530.namprd20.prod.outlook.com]
15190 bytes in 0.283, 52.335 KB/sec Queued mail for delivery - > 250 2.1.5
[email protected] Invitation
To Bid
8/8/24,
4:17
PM
delivered 250 2.0.0 OK 1723148232 00721157ae682-
68a 10283380s193480717b3.132 - gsmtp

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8/12/24, 3:22 PM Construction Bid Source
To Subject
[email protected] Invitation 8/8/24,
To Bid 4:17
PM
Sent Result Response
delivered 250 Requested mail action okay, completed: id=1 MsgIY- 1 sMy6D1 Ai0-00vSFU
[email protected] Invitation 8/8/24, delivered To Bid 4:17
PM
[email protected] Invitation
To Bid
[email protected]
8/8/24,
4:17
PM
250 2.6.0
[Internal Id =31774168065630,
Hostname=SJ2PR22M 64193.namprd22.prod.outlook.com]
17034 bytes in 0.293, 56.728 KB/sec Queued mail for delivery delivered 250 2.0.0 Ok: queued as CC62618007E
Invitation 8/8/24, delivered
To Bid 4:17
PM
[email protected]
[email protected]
[email protected]
4 Invitation 8/8/24, bounce
To Bid 4:17
PM
250 2.0.0 Ok: queued as 74967100355
550 5.4.1 Recipient address rejected: Access denied.
[DS3PEPF000099DE.namprd04.prod.outlook.com 2024-08-
08T20:17:14.233Z 08DCB67E47004FC6]
Invitation 8/8/24, delivered 250 ok dirdel
To Bid 4:17
PM
Invitation 8/8/24, delivered 250 2.6.0
To Bid 4:17 [Internalld=131567733189683,
PM Hostname=SA1PR17MB4612.namprd17.prod.outlook.com]
16914 bytes in 0.152, 108.359 KB/sec Queued mail for delivery [email protected] Invitation 8/8/24, delivered 250 2.0.0 OK 1723148235 3f1490d57ef6- To Bid 4:17 e0be5648ba1si9327454276.692 - gsmtp
PM
[email protected]
[email protected]
Invitation
To Bid
[email protected]
8/8/24,
4:17
PM
Invitation 8/8/24,
To Bid 4:17
PM
delivered 250 2.6.0
[Interna I Id =168375602916341,
Hostname=SAOPR16MB3840.namprd 16.prod.outlook.com]
17141 bytes in 0.139, 120.152 KB/sec Queued mail for delivery delivered 250 2.0.0 478KHCCr116185 Message accepted for delivery Invitation 18/8/24, delivered
To Bid 4:17
PM
[email protected] Invitation
To Bid
[email protected]
[email protected]
4 8/8/24, delivered
4:17
PM
250 2.6.0
[Interna 1 I =5149665798813,
Hostname=SA1 PR20MB4345.namprd20.prod.outlook.com]
17011 bytes in 0.147, 112.248 KB/sec Queued mail for delivery 250 2.6.0
[Internal Id =22608707855059,
Hostname=LV8P221 MB1346.NAMP221.PROD.OUTLOOK.COM]
15367 bytes in 0.264, 56.684 KB/sec Queued mail for delivery - > 250 2.1.5
Invitation 8/8/24, delivered 250 2.0.0 OK 1723148236 3f1490d57ef6- To Bid 4:17 e0be5604b68si8943153276.549 - gsmtp
PM
Invitation 8/8/24, delivered
To Bid 4:17
PM
250 2.0.0 478KHD4m 114219 Message accepted for delivery

Page 514 of 1523 ends

https://www.constructionbidsource.com/member/print/gfe/2452 22/28

8/12/24, 3:22 PM Construction Bid Source
To
Subject
Sent
Result
Response
[email protected]
Invitation
To Bid
[email protected]
[email protected]
8/8/24,
4:17
PM
Invitation 8/8/24,
To Bid 4:17
PM
Invitation
To Bid
[email protected] Invitation
To Bid
delivered
250 2.6.0
[Internalld =31825707672579,
Hostname=SJOPR17MB6523.namprd17.prod.outlook.com]
16987 bytes in 0.397, 41/14 KB/sec Queued mail for delivery delivered 250 2.0.0 OK 1723148236 00721157ae682-
68a14ce8e16si94493657b3.405 - gsmtp
8/8/24,
4:17
PM
delivered 250 2.6.0
[I nterna) ld = 5149665798022,
Hostname=SA1PR11MB6662.namprd11.prod.outlook.com]
15405 bytes in 0.278, 54.035 KB/sec Queued mail for delivery - > 250 2.1.5
8/8/24,
4:17
PM
delivered 250 2.6.0
[I nterna) Id =11613 5915689606,
Hostname=PHOPRO8MB7590.namprd08.prod.outlook.com]
17156 bytes in 0.174, 95.792 KB/sec Queued mail for delivery [email protected]
Invitation 8/8/24,
To Bid 4:17
PM
[email protected]
Invitation
To Bid
8/8/24,
4:17
PM
delivered 250 2.0.0 OK 1723148237 3f1490d57ef6-
e0e8aa453b6si2596881276.512 - gsmtp
delivered 250 2.0.0 OK 1723148237 d75a77b69052e-
451c87d74e0si54492851cf.311 - gsmtp
[email protected]
Invitation
To Bid
8/8/24,
4:17
PM
delivered
[email protected]
Invitation
To Bid
8/8/24,
4:17
PM
[email protected]
[email protected]
[email protected]
[email protected]
[email protected]
Invitation
To Bid
8/8/24,
4:17
PM
Invitation 8/8/24,
To Bid 4:17
PM
Invitation 8/8/24,
To Bid 4:17
PM
Invitation
To Bid
[email protected]
Invitation
To Bid
8/8/24,
4:17
PM
250 ok dirdel
delivered 250 OK id=lsc9ZP-004t37-RP
delivered 250 ok dirdel
delivered
250 2.0.0 OK 1723148238 3f1490d57ef6-
e0be53645c7si9071639276.162 - gsmtp
delivered
250 2.0.0 OK 1723148238 3f1490d57ef6-
e0be55f70b9si8073310276.535 - gsmtp
delivered
8/8/24, delivered
4:17
PM
250 2.0.0 OK 1723148239 d75a77b69052e-
451 c8800152s150818821 cf.407 - gsmtp
250 2.0.0 Ok: queued as A46CD80006D
Invitation 8/8/24, delivered
To Bid 4:17
PM
250 2.6.0
[I ntern a I Id =16582868739678,
Hostname=PH7P221 MB1005.NAMP221.PROD.OUTLOOK.COM]
15281 bytes in 0.402, 37.031 KB/sec Queued mail for delivery - > 250 2.1.5

Page 515 of 1523 ends

https://www.constructionbidsource.com/member/print/gfe/2452 23/28

8/12/24, 3:22 PM Construction Bid Source
To
Subject Sent Result
Response
[email protected]
Invitation 818124, delivered
To Bid I, 4:17
PM
[email protected]
Invitation 8/8/24, delivered
To Bid 4:17
PM
[email protected] Invitation 8/8/24, delivered To Bid 4:17
PM
[email protected] Invitation
To Bid
8/8/24,
4:17
PM
[email protected]
Invitation
To Bid
250 2.6.0 [Internalld=16007343125290,
Hostname=CY8PR17MB7060.namprd17.prod.outlook.com]
17023 bytes in 0.178, 92.883 KB/sec Queued mail for delivery 250 2.6.0
[Internalld =13000866017350,
Hostname=CH3PR20MB7141.namprd20.prod.outlook.com]
17116 bytes in 0.231, 72.162 KB/sec Queued mail for delivery 250 2.0.0 OK 1723148239 af79cd13be357-
7a378829e99si504282385a.472 - gsmtp
delivered 250 2.0.0 OK 1723148239 af79cd13be357-
7a37882bf10si521383385a.463 - gsmtp
8/8/24, delivered 250 2.0.0 OK 1723148240 6a1803df08f44- 4:17 , 6bbbb9100ebsi53076316d6.505 - gsmtp
PM
[email protected]
[email protected]
[email protected]
Invitation
To Bid
8/8/24,
4:17
PM
Invitation 8/8/24,
To Bid 4:17
PM
delivered
delivered
250 2.6.0
[Internalld = 2864743197296,
Hostname=MNOPR13MB6696.namprd13.prod.outlook.corn]
17072 bytes in 0.124, 134.424 KB/sec Queued mail for delivery 250 2.0.0 OK 1723148240 af79cd13be357-
7a37882b3b2si508815285a.421 - gsmtp
Invitation 8/8/24, delivered 250 2.0.0 Ok: queued as 0D4A4800079 To Bid 4:17
PM
[email protected] Invitation 8/8/24, delivered To Bid 4:17
PM
[email protected] Invitation 8/8/24, delivered To Bid 4:17
PM
[email protected]
[email protected]
[email protected]
[email protected]
Invitation
To Bid
Invitation
To Bid
Invitation
To Bid
250 2.6.0
[ I nterna I I d = 5961414615832,
Hostname=SN7PR13MB6129.namprd13.prod.outlook.corn]
17223 bytes in 0.091, 184.520 KB/sec Queued mail for delivery 250 383223707 message accepted for delivery
8/8/24, I delivered 250 2.0.0 Ok: queued as E59C670006D 4:17
PM
8/8/24, delivered
4:17
PM
8/8/24,
4:17
PM
Invitation
To Bid
8/8/24,
4:17
PM
250 2.6.0 [Internalld=29729763635315,
Hostname=DSOPR20MB6488.namprd20.prod.outlook.com]
17067 bytes in 0.263, 63.250 KB/sec Queued mail for delivery delivered 250 ok dirdel
delivered
250 OK id=lsc9Zc-002cf2-11

Page 516 of 1523 ends

https://www.constructionbidsource.com/member/print/gfe/2452 24/28

8/12/24, 3:22 PM Construction Bid Source
To
Subject Sent Result 1 Response
[email protected]
[email protected]
Invitation 8/8/24,
To Bid 4:17
PM
delivered 250 OK id=lsc9Ze-002IzB-0v
Invitation 8/8/24, delivered 250 OK id=1sc9Zf-004Mtz-16 To Bid 4:17
PM
[email protected] Invitation 8/8/24, delivered 250 OK id=1sc9Zf-0037KC-36 To Bid 4:17
PM
[email protected] Invitation 8/8/24, bounce unable to get mx info: failed to get IPs from PTR record:

To Bid 4:22
PM
[email protected] Invitation 8/8/24, bounce
To Bid 4:22
PM
[email protected]
[email protected]
lookup : unrecognized address
error dialing remote address: dial tcp 50.31.53.211:0-
>3.33.251.168:25: i/o timeout
Reminder 8/9/24, delivered 250 2.0.0 OK 1723222147 af79cd13be357- 12:49 7a3785f8db9si736635985a.99 - gsmtp
PM
Reminder 8/9/24, delivered 250 OK id=1scSp5-0027A0-le
12:50
PM
[email protected] Reminder
8/9/24, dropped
12:51
PM
[email protected] Reminder
8/9/24,
12:53
PM
delivered 250 2.0.0 OK 1723222380 d75a77b69052e-
451 c883739csi69537351cf.679 - gsmtp
[email protected] Reminder
[email protected] Reminder
8/9/24, delivered
12:53
PM
250 2.6.0
[InternaIId =1550483232237,
Hostname=SA1 PR20MB4348.namprd20.prod.outlook.com]
17121 bytes in 0.202, 82.452 KB/sec Queued mail for delivery 8/9/24,
12:55
PM
delivered
[email protected]
[email protected]
[email protected]
Reminder
Reminder
8/9/24,
12:56
PM
8/9/24,
12:57
PM
250 2.6.0
[Internal Id =168487272092121,
Hostname=MN2PR20MB3352.namprd20.prod.outlook.com]
15279 bytes in 0.282, 52.855 KB/sec Queued mail for delivery - > 250 2.1.5
delivered
delivered
250 2.6.0
[InternaIId =3225520477155,
Hostname=PH7PR11 MB8550.namprdl l.prod.outlook.com]
15400 bytes in 0.556, 27.045 KB/sec Queued mail for delivery - > 250 2.1.5
250 2.0.0 OK 1723222639 af79cd13be357-
7a378829e99si713349285a.472 - gsmtp
Reminder
8/9/24,
12:57
PM
bounce
unable to get mx info: failed to get IPs from PTR record:
lookup : unrecognized address

Page 517 of 1523 ends

https://www.constructionbidsource.com/member/print/gfe/2452 25/28

8/12/24, 3:22 PM
Construction Bid Source
To
[email protected]
[email protected]
[email protected]
Subject I Sent
Reminder 8/9/24, delivered 250 ok dirdel
12:59
1 PM
Reminder 18/9/24,
1:01
PM
Result Response
delivered 250 2.6.0
[I me rna l ld =39737037423796,
Hostname=SA3PR08MB8849.namprd08.prod.outlook.com]
17158 bytes in 0.282, 59.338 KB/sec Queued mail for delivery Reminder 8/9/24, delivered 250 OK id=1scT2g-000aAM-1f
1:04
PM
[email protected]
[email protected]
Reminder 8/9/24, delivered 250 2.0.0 Ok: queued as 1FAB91002CC 1:07
PM
Reminder 8/9/24, delivered
1:10
PM
250 2.6.0
[I nterna I Id =30081950947792,
Hostname=SJOPR20MB5136.namprd20.prod.outlook.com]
17130 bytes in 0.182, 91.567 KB/sec Queued mail for delivery [email protected]
[email protected]
[email protected]
[email protected]
[email protected]
Reminder
8/9/24, delivered
1:11
PM
250 2.0.0 OK 1723223519 af79cd13be357-
7a3785f8a8fsi718236485a.44 - gsmtp
Reminder 8/9/24, delivered 250 2.0.0 479HE0vc066949 Message accepted for delivery 1:14
I PM
Reminder 8/9/24, delivered 250 2.0.0 OK 1723223680 6a1803df08f44- 1:14 6bd82c63124si3146d6.120 - gsmtp
PM
Reminder 8/9/24,
1:16
PM
Reminder
[email protected] ' Reminder
[email protected]
_ 1
8/9/24, delivered 250 2.0.0 OK 1723223837 af79cd13be357- 1:17 7a3785f9559si745094585a.49 - gsmtp
PM
delivered 250 2.6.0
[Internal Id =141214229734798,
Hostname=CO6PR16MB4100.namprd1.6.prod.outlook.corni
17061 bytes in 0.200, 83.164 KB/sec Queued mail for delivery 8/9/24, delivered 250 2.0.0 OK 1723224024 d9443c01a7336- 1:20 20084d1fae2si60425505ad.335 - gsmtp
PM
Reminder 8/9/24,
1:22
PM
delivered 250 2.6.0 [Internalld=22862110928778,
Hostname=SJ2P221 MB1160.NAMP221.PROD.OUTLOOK.COM]
15437 bytes in 0.174, 86.440 KB/sec Queued mail for delivery - > 250 2.1.5
[email protected]
Reminder 8/9/24, delivered 250 ok dirdel
1:24
PM
[email protected]
Reminder 8/9/24, delivered 250 ok dirdel
1:26
PM
https://www.constructionbidsource.com/member/print/gfe/2452 Page 518 of 1523 26/28

8/12/24, 3:22 PM Construction Bid Source
To
Subject
Sent Result I Response
[email protected]
Reminder
[email protected]
Reminder
8/9/24,
1:26
PM
delivered 250 2.0.0 OK 1723224399 d75a77b69052e-
451 c87026a0si70691171 cf.143 - gsmtp
8/9/24, delivered
1:27
PM
[email protected]
Reminder 8/9/24,
1:28
PM
[email protected]
Reminder
8/9/24,
1:29
PM
[email protected] Reminder
[email protected]
8/9/24,
1:31
PM
250 2.0.0 OK 1723224454 6a1803df08f44-
6bd82fa208dsi7216d6.605 - gsmtp
delivered 250 Requested mail action okay, completed: id=1 M4rXv- 1 sb6VG1 nkd-00BfUw
delivered
250 2.0.0 OK 1723224573 98e67ed59e1d1-
2d1 c9ec8f6asi3598962a91.164 - gsmtp
delivered 250 ok dirdel
Reminder 8/9/24,
1:32
PM
delivered 250 2.0.0 OK 1723224743 af79cd13be357-
7a378805bf7si710984585a.350 - gsmtp
[email protected] Reminder 8/9/24, delivered 250 ok dirdel 1:33
PM
[email protected] Reminder 8/9/24, delivered
1:37
PM
[email protected]
[email protected]
[email protected]
[email protected]
[email protected]
[email protected]
Reminder
Reminder
Reminder
250 2.6.0
[I nterna l Id =8297876833940,
Hostname=CH3P221 MB1366.NAMP221.PROD.OUTLOOK.COM]
15322 bytes in 0.225, 66.499 KB/sec Queued mail for delivery - > 250 2.1.5
8/9/24,
1:38
PM
8/9/24,
1:39
PM
delivered
250 2.0.0 Ok: queued as 01499600067
delivered
250 2.0.0 Ok: queued as C993BC00077
8/9/24, delivered 250 2.6.0
1:41 [I nternal I d =188450280072741,
PM Hostname=MN2PR17MB4079.namprd17.prod.outlook.com]
17016 bytes in 0.177, 93.558 KB/sec Queued mail for delivery Reminder 8/9/24, dropped
1:43
PM
Invitation 8/9/24,
To Bid 1:48
PM
delivered
250 2.6.0
[I me rna I Id =130468221572187,
Hostname=PHOPR15MB4783.namprd15.prod.outlook.com]
17002 bytes in 0.143, 115.953 KB/sec Queued mail for delivery Reminder j 8/9/24,
1:50
PM
delivered
250 2.6.0
[I nterna l ld =11793980240614,
Hostname=LV8PR17MB7252.namprd17.prod.outlook.corn)
17057 bytes in 0.195, 85.061 KB/sec Queued mail for delivery .444.44-44

Page 519 of 1523 ends

https://www.constructionbidsource.com/member/print/gfe/2452 27/28

8/12/24, 3:22 PM Construction Bid Source
To Subject
[email protected] Invitation
To Bid
Sent Result Response
8/9/24, delivered
1:52
PM
250 2.0.0 OK 1723225933 98e67ed59e1d1-
2d1c9ca7371si3808995a91.79 - gsmtp
[email protected] Reminder 8/9/24, delivered 250 ok dirdel 1:54
PM
[email protected] Reminder 8/9/24, delivered 250 2.6.0 1:55 [InternalId=191272073583998,
PM Hostname=BY5PR13MB3857.namprd13.prod.outlook.com]
17263 bytes in 0.150, 111.782 KB/sec Queued mail for delivery [email protected]
Reminder 8/9/24,
1:56
PM
delivered
250 2.6.0
[I nterna I Id =30245159726359,
Hostname=SJOPR17MB6452.namprd17.prod.outlook.com]
17041 bytes in 0.214, 77.613 KB/sec Queued mail for delivery [email protected]
[email protected]
Reminder 8/9/24,
1:58
PM
Reminder 8/9/24,
2:06
PM
[email protected]
[email protected]
[email protected]
Reminder 8/9/24,
2:07
PM
delivered
250 2.0.0 Ok: queued as A2487C00071
delivered 250 OK id=lsc000-002b3t-lr
delivered 250 ok dirdel
Reminder 8/9/24, delivered 250 Requested mail action okay, completed: id=1M9ZVo- 2:07 1 sWyG52XJ6-0084Aa
PM
Reminder 8/9/24, delivered 250 2.0.0 cU3rs5OPrjPe0cU3ssfgYb mail accepted for delivery 2:10
PM

Page 520 of 1523 ends

https://www.constructionbidsource.com/member/print/gfe/2452 28/28

8/8/24, 2:21 PM Construction Bid Source
From: Borden Excavating, Inc. (An Equal Opportunity Employer) 1014 Second Street Calimesa, CA 92320
Phone: 951-334-9320
License #741879
For: DBE, MBE, WBE, SBE REMINDER TO BID:

We are seeking assistance/bids/quotations from certified DBE/MBE/WBE/SBE business enterprises for the items listed below:

Page 521 of 1523 ends

https://www.co nstructio n bidsou rce.com/member/pri nt/transmittal/765 1/2

8/8/24, 2:21 PM Construction Bid Source
Your attention to this matter will be greatly appreciated. Please respond to [email protected]. Thank you.

Sincerely,
Alec Braun
[email protected]
Borden Excavating, Inc.

Page 522 of 1523 ends

https://www.constructionbidsource.com/member/print/transmittal/765 2/2

8/12/24, 3:23 PM Construction Bid Source
To
[email protected]
Subject j Sent
Result
Response
Association 8/8/24,
2:28
PM
[email protected]
[email protected]
Association 8/8/24,
2:28
PM
Association 8/8/24,
2:36
PM
delivered
250 OK ([email protected]:250 2.6.0 [Internalld=15062450323714, Hostname=CO1PR19MB519...)
delivered
250 OK ([email protected]:250 2.6.0

[Internalld=13005160987455, Hostname=PH7PR19MB...)
delivered
250 2.0.0 3yW7Gpe-18766-10b9C2256239C2015666af4f8eb
mail accepted for delivery
[email protected] Association 8/8/24,
2:41
PM
[email protected]
[email protected]
[email protected]
Invitation
To Bid
delivered
250 2.6.0
[Internalld=2164663536442,
Hostname=PHOPR06MB8399.namprd06.prod.outlook.com]
16665 bytes in 0.225, 72.028 KB/sec Queued mail for delivery 8/8/24, delivered
4:17
PM
Invitation
To Bid
8/8/24,
4:17
PM
250 2.0.0 OK 1723148231 d75a77b69052e-
451c8836a07si48668251cf.650 - gsmtp
dropped
Invitation
To Bid
8/8/24,
4:17
PM
delivered 250 ok dirdel
[email protected]
Invitation
To Bid
[email protected]
8/8/24,
4:17
PM
delivered 250 ok dirdel
Invitation 8/8/24, delivered 250 ok dirdel
To Bid 4:17
PM
[email protected]
Invitation 8/8/24, delivered 250 Requested mail action okay, completed: id=1Mn1qt- To Bid 4:17 1 rtQUy2Blf-00gg6q
PM
[email protected] Invitation 8/8/24, delivered To Bid 4:17
PM
[email protected]
[email protected]
250 2.6.0
[Internalld =1589137909723,
Hostname= PHOPR20MB6019.namprd20.prod.outlook.com]
17206 bytes in 0.262, 63.980 KB/sec Queued mail for delivery Invitation 8/8/24, delivered
To Bid 4:17
PM
250 ok dirdel
Invitation 8/8/24, delivered
To Bid 4:17
PM
[email protected]
250 2.0.0 c9ZOsEDx4WTUpc9ZQsYQaC mail accepted for
delivery
Invitation 8/8/24, delivered 250 ok dirdel
To Bid 4:17
PM

Page 523 of 1523 ends

https://www.constructionbidsource.com/member/print/email-log/2452 1/8

8/12/24, 3:23 PM
Construction Bid Source
To
[email protected]
[email protected]
[email protected]
[email protected]
[email protected]
[email protected]
[email protected]
[email protected]
Subject 1 Sent
Result
Invitation 8/8/24,
To Bid 4:17
PM
Invitation
To Bid
delivered
Response
250 2.6.0
[I nterna I Id =12206297067737,
Hostname=PH7PR2OMB4530.namprd20.prod.outlook.com]
15190 bytes in 0.283, 52.335 KB/sec Queued mail for delivery - > 250 2.1.5
8/8/24,
4:17
PM
delivered 250 2.0.0 OK 1723148232 00721157ae682-
68a10283380si93480717b3.132 - gsmtp
Invitation
To Bid
Invitation
To Bid
Invitation
To Bid
8/8/24,
4:17
PM
delivered 250 Requested mail action okay, completed: id=1MsgIY- 1 sMy6D1 Ai0-00vSFU
8/8/24, delivered
4:17
PM
8/8/24,
4:17
PM
250 2.6.0
[Internalld =31774168065630,
Hostname=SJ2PR22MB4193.namprd22.prod.outlook.com]
17034 bytes in 0.293, 56.728 KB/sec Queued mail for delivery delivered 250 2.0.0 Ok: queued as CC62618007E
Invitation
To Bid
8/8/24,
4:17
PM
delivered
250 2.0.0 Ok: queued as 74967100355
Invitation 8/8/24,
To Bid 4:17
PM
Invitation 8/8/24,
To Bid 4:17
PM
[email protected]
[email protected]
[email protected]
[email protected]
[email protected]
Invitation
To Bid
bounce
delivered
550 5.4.1 Recipient address rejected: Access denied.
[DS3PEPF000099DE.namprd04.prod.outlook.com 2024-08-
08T20:17:14.233Z 08DCB67E47004FC6]
250 ok dirdel
8/8/24, delivered
4:17
PM
250 2.6.0
[I nterna l Id =1 31 5677331 89683,
Hostname=SA1 PR17MB4612.namprd17.prod.outlook.com]
16914 bytes in 0.152, 108.359 KB/sec Queued mail for delivery Invitation 8/8/24, delivered
To Bid 14:17
PM
Invitation 18/8/24, delivered
To Bid 4:17
PM
Invitation
To Bid
Invitation
To Bid
8/8/24, delivered
4:17
PM
8/8/24, delivered
4:17
PM
250 2.0.0 OK 1723148235 3f1490d57ef6-
e0be5648ba1si9327454276.692 - gsmtp
250 2.6.0
[Internal 1d=168375602916341,
Hostname=SAOPR16MB3840.namprd16.prod.outlook.corn]
17141 bytes in 0.139, 120.152 KB/sec Queued mail for delivery 250 2.0.0 478KHCCr116185 Message accepted for delivery
250 2.6.0
[I nternalld=5149665798813,
Hostname=SA1 PR2OMB4345.namprd20.prod.outlook.com]
17011 bytes in 0.147, 112.248 KB/sec Queued mail for delivery

Page 524 of 1523 ends

https://www.constructionbidsource.com/member/print/email-Iog/2452 2/8

8/12/24, 3:23 PM Construction Bid Source
i
To
[email protected]
Subject Sent Result
Response
Invitation 8/8/24, delivered
To Bid 4:17
PM
[email protected]
[email protected]
250 2.6.0
[Internal Id =22608707855059,
Hostname=LV8P221 MB1346.NAMP221.PROD.OUTLOOK.COM]
15367 bytes in 0.264, 56.684 KB/sec Queued mail for delivery - > 250 2.1.5
Invitation 8/8/24, delivered
To Bid 4:17
PM
Invitation 8/8/24,
To Bid 4:17
PM
[email protected]
[email protected]
250 2.0.0 OK 1723148236 3f1490d57ef6-
e0be5604b68si8943153276.549 - gsmtp
delivered 250 2.0.0 478KHD4m114219 Message accepted for delivery Invitation 8/8/24, I delivered
To Bid 4:17
PM
250 2.6.0
[I nterna I I d =31825707672579,
Hostname=SJOPR17MB6523.namprd17.prod.outlook.com]
16987 bytes in 0.397, 41.714 KB/sec Queued mail for delivery Invitation 8/8/24, delivered
To Bid 4:17
PM
deltaelectricl @hotmail.com
250 2.0.0 OK 1723148236 00721157ae682-
68a14ce8e16si94493657b3.405 - gsmtp
Invitation 18/8/24, delivered
To Bid 4:17
PM
[email protected]
[email protected]
[email protected]
[email protected]
[email protected]
[email protected]
250 2.6.0
[Internal Id =5149665798022,
Hostname=SA1 PR11 MB6662.namprd11.prod.outlook.com]
15405 bytes in 0.278, 54.035 KB/sec Queued mail for delivery - > 250 2.1.5
Invitation 8/8/24, delivered 250 2.6.0
To Bid 4:17 [Internalld=116135915689606,
PM Hostname=PHOPR08MB7590.namprd08.prod.outlook.com]
17156 bytes in 0.174, 95.792 KB/sec Queued mail for delivery Invitation 8/8/24, delivered 250 2.0.0 OK 1723148237 3f1490d57ef6- To Bid 4:17 1 e0e8aa453b6si2596881276.512 - gsmtp
PM
Invitation
To Bid
Invitation
To Bid
Invitation
To Bid
8/8/24, delivered , 250 2.0.0 OK 1723148237 d75a77b69052e- 4:17 451c87d74e0si54492851cf.311 - gsmtp
PM
8/8/24, delivered 250 ok dirdel
4:17
PM
8/8/24,
4:17
PM
Invitation
To Bid
delivered 250 OK id=1sc9ZP-004t37-RP
8/8/24, delivered
4:17
PM
[email protected]
Invitation
To Bid
8/8/24,
4:17
PM
250 ok dirdel
delivered
250 2.0.0 OK 1723148238 3f1490d57ef6-
e0be53645c7si9071639276.162 - gsmtp
[email protected] Invitation 8/8/24, delivered 250 2.0.0 OK 1723148238 3f1490d57ef6- To Bid 4:17 e0be55f70b9si8073310276.535 - gsmtp
PM

Page 525 of 1523 ends

https://www.constructionbidsource.com/member/print/email-log/2452 3/8

8/12/24, 3:23 PM Construction Bid Source
To
[email protected]
Subject Sent Result
Invitation 8/8/24, delivered
To Bid 4:17
PM
[email protected]
[email protected]
[email protected]
[email protected]
Invitation 8/8/24, delivered
To Bid 4:17
PM
Invitation 8/8/2-41 delivered
To Bid 4:17
PM
Response
250 2.0.0 OK 1723148239 d75a77b69052e-
451 c8800152s150818821 cf.407 - gsmtp
250 2.0.0 Ok: queued as A46CD80006D
250 2.6.0
[Internaild =16582868739678,
Hostname= PH7P221 MB1005.NAMP221.PROD.OUTLOOK.COM]
15281 bytes in 0.402, 37.031 KB/sec Queued mail for delivery - > 250 2.1.5
Invitation 8/8/24, delivered 250 2.6.0 [Internaild=16007343125290, PM Hostname=CY8PR17MB7060.namprd 17.prod.outlook.com]
17023 bytes in 0.178, 92.883 KB/sec Queued mail for delivery Invitation
To Bid
8/8/24, delivered
4:17
PM
250 2.6.0
[Internaild=13000866017350,
Hostname=CH3PR20MB7141.namprd20.prod.outlook.com]
17116 bytes in 0.231, 72.162 KB/sec Queued mail for delivery [email protected]
[email protected]
Invitation
To Bid
Invitation
To Bid
[email protected] Invitation
To Bid
[email protected] Invitation
To Bid
[email protected]
[email protected]
[email protected]
8/8/24,
4:17
PM
8/8/24,
4:17
PM
8/8/24,
4:17
PM
8/8/24,
4:17
PM
delivered
250 2.0.0 OK 1723148239 af79cd13be357-
7a378829e99si504282385a.472 - gsmtp
delivered 250 2.0.0 OK 1723148239 af79cd13be357-
7a37882bf10si521383385a.463 - gsmtp
delivered 250 2.0.0 OK 1723148240 6a1803df08f44-
6bbbb9100ebsi53076316d6.505 - gsmtp
delivered 250 2.6.0
[I nterna l l d = 2864743197296,
Hostname=MNOPR13MB6696.namprd13.prod.outlook.com]
17072 bytes in 0.124, 134.424 KB/sec Queued mail for delivery Invitation
To Bid
8/8/24,
4:17
PM
delivered 250 2.0.0 OK 1723148240 af79cd13be357-
7a37882b3b2si508815285a.421 - gsmtp
Invitation 8/8/24, delivered
To Bid 4:17
PM
Invitation 8/8/24, delivered
To Bid 4:17
PM
[email protected]
[email protected]
Invitation
To Bid
8/8/24,
4:17
PM
250 2.0.0 Ok: queued as 0D4A4800079
250 2.6.0
[I nterna I Id = 5961414615832,
Hostname=SN7PR13MB6129.namprdl 3.prod.outlook.com]
17223 bytes in 0.091, 184.520 KB/sec Queued mail for delivery delivered 250 383223707 message accepted for delivery
Invitation 8/8/24, delivered
To Bid ' 4:17
PM
250 2.0.0 Ok: queued as E59C670006D
Rage 526 of 1523
https://www.constructionbidsource.com/member/print/email-log/2452 4/8

8/12/24, 3:23 PM Construction Bid Source
To
Subject Sent Result Response
[email protected]
[email protected]
[email protected]
[email protected]
[email protected]
[email protected]
[email protected]
Invitation 8/8/24, delivered 250 2.6.0 [Internalld=29729763635315, PM Hostname=DSOPR2OMB6488.namprd20.prod.outlook.com]
117067 bytes in 0.263, 63.250 KB/sec Queued mail for delivery Invitation
To Bid
Invitation
To Bid
8/8/24, delivered 250 ok dirdel
4:17
PM
8/8/24, delivered ' 250 OK id=1sc9Zc-002cf2-1I
4:17
PM
Invitation 8/8/24,
To Bid 4:17
PM
Invitation 8/8/24, delivered
To Bid 4:17
PM
delivered 250 OK id=1sc9Ze-002IzB-0v
250 OK id=1sc9Zf-004Mtz-16
Invitation
To Bid
8/8/24, delivered
4:17
PM
Invitation
To Bid
250 OK id=1sc9Zf-0037KC-36
8/8/24, bounce unable to get mx info: failed to get IPs from PTR record:
4:22 lookup : unrecognized address
PM
[email protected] Invitation 8/8/24, bounce error dialing remote address: dial tcp 50.31.53.211:0 - To Bid 4:22 >3.33.251.168:25: i/o timeout
PM
[email protected]
Reminder 8/9/24,
12:49
PM
[email protected]
delivered
Reminder 8/9/24, delivered
12:50
PM
[email protected]
250 2.0.0 OK 1723222147 af79cd13be357-
7a3785f8db9si736635985a.99 - gsmtp
250 OK id=1scSp5-0027A0-le
Reminder 8/9/24, dropped
12:51
PM
[email protected] Reminder 8/9/24, delivered 12:53
PM
[email protected]
[email protected]
250 2.0.0 OK 1723222380 d75a77b69052e-
451c883739csi69537351cf.679 - gsmtp
Reminder 8/9/24, delivered
12:53
PM
250 2.6.0
[I nternal Id =1550483232237,
Hostname=SA1 PR20MB4348.namprd20.prod.outlook.com]
17121 bytes in 0.202, 82.452 KB/sec Queued mail for delivery Reminder 8/9/24, delivered 250 2.6.0
12:55 [Internalld=168487272092121,
PM Hostname=MN2PR20MB3352.namprd20.prod.outlook.com]
15279 bytes in 0.282, 52.855 KB/sec Queued mail for delivery - > 250 2.1.5

Page 527 of 1523 ends

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8/12/24, 3:23 PM Construction Bid Source
To Subject Sent Result
Response
[email protected] Reminder
[email protected]
[email protected]
[email protected]
[email protected]
8/9/24,
12:56
PM
delivered
250 2.6.0
[Internal ld =3225520477155,
Hostname=PH7PR11 MB8550.namprd11.prod.outlook.com]
15400 bytes in 0.556, 27.045 KB/sec Queued mail for delivery - > 250 2.1.5
Reminder 8/9/24, delivered 250 2.0.0 OK 1723222639 af79cd13be357- 12:57 7a378829e99si713349285a.472 - gsmtp
PM
Reminder
8/9/24, bounce unable to get mx info: failed to get IPs from PTR record:
12:57 lookup : unrecognized address
PM
Reminder 8/9/24, delivered 1 250 ok dirdel
12:59
PM
Reminder 8/9/24, delivered
1:01
[email protected] Reminder
[email protected]
[email protected]
1 [email protected]
[email protected]
PM
250 2.6.0
[I nterna I Id =39737037423796,
Hostname=SA3PRO8M B8849.namprd08.prod.outlook.com]
17158 bytes in 0.282, 59.338 KB/sec Queued mail for delivery 8/9/24, delivered
1:04
PM
250 OK id= 1 scT2g-000aAM-1 f
Reminder
8/9/24, delivered
1:07
PM
Reminder 8/9/24, delivered
1:10
PM
250 2.0.0 Ok: queued as 1FAB91002CC
250 2.6.0
[Internalld=30081950947792,
Hostname=SJOPR2OMB5136.namprd20.prod.outlook.com]
17130 bytes in 0.182, 91.567 KB/sec Queued mail for delivery Reminder 8/9/24, delivered
1:11
PM
Reminder 8/9/24,
1:14
PM
[email protected] Reminder 8/9/24,
1:14
PM
1 [email protected] Reminder
8/9/24,
1:16
PM
[email protected]
Reminder
8/9/24,
1:17
PM
250 2.0.0 OK 1723223519 af79cd13be357-
7a3785f8a8fsi718236485a.44 - gsmtp
delivered 250 2.0.0 479HE0vc066949 Message accepted for delivery delivered 250 2.0.0 OK 1723223680 6a1803df08f44-
6bd82c63124si3146d6.120 - gsmtp
delivered
250 2.6.0
[I nternalld=141214229734798,
Hostname=CO6PR16MB4100.namprd16.prod.outlook.com]
17061 bytes in 0.200, 83.164 KB/sec Queued mail for delivery delivered
250 2.0.0 OK 1723223837 af79cd13be357-
7a3785f9559si745094585a.49 - gsmtp
[email protected]
Reminder
8/9/24,
1:20
PM
delivered
250 2.0.0 OK 1723224024 d9443c01 a7336-
20084d1fae2si60425505ad.335 - gsmtp
https://www.constructionbidsource.com/member/print/email-log/2452age 528 of 1523 6/8

8/12/24, 3:23 PM Construction Bid Source
To Subject Sent Result I Response
1 [email protected] Reminder
8/9/24, delivered 250 2.6.0 [Internalld=22862110928778, PM Hostname=SJ2P221 MB1160.NAMP221.PROD.OUTLOOK.COM]
15437 bytes in 0.174, 86.440 KB/sec Queued mail for delivery - > 250 2.1.5
[email protected]
[email protected]
[email protected]
Reminder
8/9/24,
1:24
PM
delivered 250 ok dirdel
Reminder
Reminder
[email protected] Reminder
8/9/24,
1:26
PM
8/9/24,
1:26
PM
delivered
250 ok dirdel
delivered 250 2.0.0 OK 1723224399 d75a77b69052e-
451 c87026a0si70691171 cf.143 - gsmtp
8/9/24, delivered
1:27
PM
[email protected] Reminder
[email protected] Reminder
250 2.0.0 OK 1723224454 6a1803df08f44-
6bd82fa208dsi7216d6.605 - gsmtp
8/9/24, delivered 250 Requested mail action okay, completed: id=1M4rXv- 1:28 1 sb6VG1 nkd-00BfUw
PM
8/9/24, delivered
1:29
PM
[email protected]
Reminder
250 2.0.0 OK 1723224573 98e67ed59e1d1-
2d1 c9ec8f6asi3598962a91.164 - gsmtp
8/9/24, delivered
1:31
PM
[email protected] Reminder
[email protected] Reminder
1 [email protected]
8/9/24,
1:32
PM
250 ok dirdel
delivered 250 2.0.0 OK 1723224743 af79cd13be357-
7a378805bf7si710984585a.350 - gsmtp
8/9/24,
1:33
PM
delivered
250 ok dirdel
Reminder 8/9/24,
1:37
PM
[email protected] Reminder
1 [email protected] Reminder
[email protected]
delivered
250 2.6.0
[Internal Id =8297876833940,
Hostname=CH3P221 MB1366.NAMP221.PROD.OUTLOOK.COM]
15322 bytes in 0.225, 66.499 KB/sec Queued mail for delivery - > 250 2.1.5
8/9/24, delivered 250 2.0.0 Ok: queued as 01499600067
1:38
PM
8/9/24, delivered 250 2.0.0 Ok: queued as C993BC00077
1:39
PM
Reminder 8/9/24,
1:41
PM
delivered
250 2.6.0
[Internal Id=188450280072741,
Hostname=MN2PR17MB4079.namprd17.prod.outlook.corn]
17016 bytes in 0.177, 93.558 KB/sec Queued mail for delivery

Page 529 of 1523 ends

https://www.constructionbidsource.com/member/print/email-log/2452 7/8

8/12/24, 3:23 PM Construction Bid Source
To
[email protected]
Subject ' Sent Result Response
Reminder 8/9/24, dropped
1:43
PM
[email protected]
[email protected]
Invitation 8/9/24, delivered 250 2.6.0
To Bid 1:48 [InternalId=130468221572187,
PM Hostname=PHOPR15MB4783.namprdl5.prod.outlook.com]
! 17002 bytes in 0.143, 115.953 KB/sec Queued mail for delivery Reminder 8/9/24, delivered 250 2.6.0
1:50 [Internalld=11793980240614,
PM Hostname=LV8PR17MB7252.namprd17.prod.outlook.com]
17057 bytes in 0.195, 85.061 KB/sec Queued mail for delivery [email protected] Invitation
To Bid
[email protected] Reminder
[email protected] Reminder
8/9/24, delivered 250 2.0.0 OK 1723225933 98e67ed59e1d1- 1:52 2d 1 c9ca7371 si3808995a91.79 - gsmtp
PM
8/9/24, delivered 250 ok dirdel
1:54
PM
8/9/24, delivered 250 2.6.0
1:55 [Internalld=191272073583998,
PM Hostname=BY5PR13MB3857.namprd13.prod.outlook.com]
1 17263 bytes in 0.150, 111.782 KB/sec Queued mail for delivery [email protected] Reminder
[email protected]
[email protected]
[email protected]
Reminder
Reminder
Reminder
[email protected] Reminder
[email protected]
8/9/24, delivered 250 2.6.0
1:56 ' [Internalld=30245159726359,
PM Hostname=SJ0PR17MB6452.namprd17.prod.outlook.com]
17041 bytes in 0.214, 77.613 KB/sec Queued mail for delivery 8/9/24, delivered 250 2.0.0 Ok: queued as A2487C00071
1:58
PM
8/9/24, delivered 250 OK id=1 sc00O-002b3t-1 r
2:06
PM
8/9/24, delivered 250 ok dirdel
2:07
PM
8/9/24, delivered 250 Requested mail action okay, completed: id=1M9ZVo- 2:07 1 sWyG52XJ6-0084Aa
PM `
Reminder
8/9/24, delivered 250 2.0.0 cU3rs5OPrjPe0cU3ssfgYb mail accepted for delivery 2:10
PM

Page 530 of 1523 ends

https://www.constructionbidsource . com/member/print/email-log/2452 8/8

8/10/24, 10:19 AM Construction Bid Source LLC Mail - Re: Borden Excavating, Inc. - Invitation To Bid Project out to Bid Information
Since 1992
Pearl Regis
Re: Borden Excavating, Inc. - Invitation To Bid
3 messages
rsegura rascomusa.com Fri, Aug 9, 2024 at 2:10 PM
To: "Borden Excavating, Inc."
Can you send me a link to the plans ? Or even better would be a PDF of the plans From: Borden Excavating, Inc.

Sent: Friday, August 9, 2024 10:48 AM
To: rsegu ra rascomusa.com
Subject: Borden Excavating, Inc. - Invitation To Bid
From: Borden Excavating, Inc. (An Equal Opportunity Employer) 1014 Second Street Calimesa, CA 92320
Phone: 951-334-9320
License #741879
For: DBE, MBE, WBE, SBE INVITATION TO BID:

We are seeking assistance/bids/quotations from certified DBE/MBE/WBE/SBE business enterprises for the items listed below:

CONCRETE (cast -in -place), MASONRY, ELECTRICAL (controls/instrumentation) Please sumit bids/quotes at least one day prior to bid date and include any certification document(s) you may have along with your DIR registration number. Contact Borden Excavating with regards to their policy for assistance with bonding, insurance, line of credit or materials. Items of work can be broken down into smaller quantities as appropriate and scheduling can be accommodated to facilitate maximum participation. Borden Excavation Inc. is an Equal Opportunity Employer and does not discriminate with regard to race, ethnicity, color, creed, religion, gender or otherwise and will work cooperatively with all qualified responders.

A follow up call will be made to ascertain, with certainty, your interest in participating with us on this contract. Please respond to [email protected]. Thank you.

Sincerely,
Alec Braun
[email protected]
Borden Excavating, Inc.

Pearl Regis Page 531 of 1523 Sat, Aug 10, 2024 at 10:17 AM https://mail . google.com/mail/u/0/?ik=6b80f6d350&view=pt&search=all&permthid=thread-f:1806934539641768768&si mpl=msg-f:180693453964176876... 1/2

8/10/24, 10:19 AM Construction Bid Source LLC Mail - Re: Borden Excavating, Inc. - Invitation To Bid To: "rsegura rascomusa.com"
Thank you for your interest. Certainly we can send you a link to the documents. If you have any problems or questions, please contact Alec Braun at Borden Excavating at [email protected]. Here it is:
https://www.dropbox.com/scl/fo/c1063rdpp8eoih89fpfj6/AHkMOLWQhMOurQ OQuL26gU?rlkey=fdznswi 6o1e9pnt8015cahjpw&st=ag6w5my8&d1=0
[Quoted text hidden]
Pearl Regis Sat, Aug 10, 2024 at 10:17 AM
To: Alec Braun
We replied to a response from Rascom Group in Fullerton. Copy in file and noted on Master List. [Quoted text hidden]
https://mail.g oog le.com/mail/u/0/?i k=6 b80f6d350&view=pt&search=a e mthi =thrf ad-f:1806934539641768768&simpl=msg-f:180693453964176876... 2/2

C24-63

CITY OF BEAUMONT

PUBLIC WORKS AGREEMENT
EXHIBIT "C"
Insurance Certificates and Endorsements
(Insert behind this page.)
17

Page 533 of 1523 ends

/
A� o® CERTIFICATE OF LIABILITY INSURANCE

DATE (MM/DDIYYYY)
E/2M/DD/Y
7/2024
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS

CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.

IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed.

If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s).

PRODUCER
SIP Insurance Services - Orange
750 The City Drive South, 450
CA 92868
License#: 0M93299

CONTACT
Brigitte Leber

PHONE FAX
(A/C, No, Ext): 626-214-7919 (A/C, No): 626-564-6565
E-MOrange
ADDRESS: [email protected]

INSURER(S) AFFORDING COVERAGE
NAIC #
INSURER A: Travelers Property Casualty Company of America 25674
INSURED BORDEXC-01
Borden Excavating, Inc.
1014 2nd St.

Calimesa CA 92320
INSURER B : The Travelers Indemnity Company of Connecticut 25682
INSURERC: Ironshore Speciality Ins Co.

INSURER D :

INSURER E :

INSURER F :

COVERAGES
CERTIFICATE NUMBER: 1540568229
REVISION NUMBER:

THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS

CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.

INSR

TYPE OF INSURANCE

INSD DDL
NSD
SWUBR
VD

POLICY NUMBER

POLICY EFF
(MM/DDIYYYY)

POLICY EXP
(MM/DDIYYYY)
LIMITS
B
X

COMMERCIAL GENERAL LIABILITY
Y
Y
CO9F220791
3/30/2024
3/30/2025

EACH OCCURRENCE
$ 1,000,000

CLAIMS -MADE
X
OCCUR

DAMAGE RETED
PREMISESO(Ea occurrence)
$ 300,000
MED EXP (Any one person)
$ 5,000

PERSONAL & ADV INJURY
$ 1,000,000
GEN'L

AGGREGATE
X

LIMIT APPLIES
jE T
PER:

LOC

GENERAL AGGREGATE
$ 2,000,000

PRODUCTS - COMP/OP AGG
$ 2,000,000
$
A

AUTOMOBILE
X
X

LIABILITY

ANY AUTO
OWNED
x

SCHEDULED
AUTOS

NON -OWNED

AUTOS ONLY
Y
Y
8108M407427
3/30/2024
3/30/2025

COMBINED SINGLE LIMIT
(Ea accident)
$ 1,000,000
BODILY INJURY (Per person)
$
BODILY INJURY (Per accident)
$

PROPERTY DAMAGE
(Per accident)
$
A
X

UMBRELLA LIAB

EXCESS LIAB
X
OCCUR

CLAIMS -MADE
CUP6K550872
3/30/2024
3/30/2025

EACH OCCURRENCE
$ 12,000,000

AGGREGATE
$ 12,000,000
DED
X
RETENTION $ $10.000
$
A

WORKERS COMPENSATION

AND EMPLOYERS' LIABILITY

ANYPROPRIETOR/PARTNER/EXECUTIVE
OFFICER/MEMBEREXCLUDED?
(Mandatory in NH)
If yes, describe under
DESCRIPTION OF OPERATIONS below
Y/ N
N /A
UBOK498857
3/30/2024
3/30/2025
X
PER

STATUTE
OTH-
ER
E.L. EACH ACCIDENT
$ 1,000,000
E.L. DISEASE - EA EMPLOYEE
$ 1,000,000
E.L. DISEASE - POLICY LIMIT
$ 1,000,000
C
Pollution
ICELLUW00161495
10/31/2024
10/31/2025
Eac h Occurrence
$1,000,000
DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Subject to all policy terms, exclusions and conditions.

RE: CIP W-11 MESA LIFT STATION UPGRADE City of Beaumont, Agreement dated 09/10/2024; City of Beaumont, its officers, employees, and volunteers are an Additional Insured with respect to General Liability and Auto Liability if required by written contract. General Liability Additional Insured and Waiver of Subrogation endorsement attached. General Liability Primary and Non -Contributory included in attached endorsement. Auto Liability Additional Insured and Waiver of Subrogation included in attached endorsement. Attached Workers Compensation Waiver of Subrogation endorsement applies if required by written contract. Umbrella Liability follows form. *PLEASE NOTE COPYRIGHT LAWS APPLY TO THE ACORD FORM PROHIBITING US FROM MODIFYING THE CANCELLATION CLAUSE. HOWEVER, PER S I P INSURANCE SERVICES PROCEDURES WILL NOTIFY YOU WITHIN 30 DAYS IF SAID POLICY CANCELS. Except 10 Days Notice of Cancellation For Non -Payment Of Premium.

CERTIFICATE HOLDER

CANCELLATION
City of Beaumont
550 E. 6th Street
Beaumont CA 92223

SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE

THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS.

AUTHORIZED REPRESENTATIVE

CE-- A/
ACORD 25 (2016/03)
© 1988-2015 ACORD CORPORATION. All rights reserved.

The ACORD namep egg3* egigig920 marks of ACORD

ACORD®

EVIDENCE OF PROPERTY INSURANCE

DATE (MM/DD/YYYY)
09/26/2024

THIS EVIDENCE OF PROPERTY INSURANCE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE ADDITIONAL INTEREST NAMED BELOW. THIS EVIDENCE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS EVIDENCE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE ADDITIONAL INTEREST.

AGENCY
PHONE +1 626 793 3330
(A/C, No, Ext):

FINANCIAL GUARANTY INSURANCE BROKERS
301 E COLORADO BLVD
PASADENA, CA 91101
FAx +1 626 793 1886
(A/C, No):

CODE: 18501163
AGENCY
CUSTOMER ID #:

INSURED
E-MAIL ose f ib.com
ADDRESS: phz@g
SUB CODE:

Borden Excavating, Inc.
1014 2nd Street
Calimesa, CA 92320

COMPANY
American Zurich Insurance Company

LOAN NUMBER

POLICY NUMBER
BR78092890

EFFECTIVE DATE
10/31/2024

EXPIRATION DATE
10/31/2025

CONTINUED UNTIL

TERMINATED IF CHECKED
THIS REPLACES PRIOR EVIDENCE DATED:

PROPERTY INFORMATION

LOCATION/DESCRIPTION
12940 Potrero Blvd.

Beaumont, CA 92223
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.

NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS

EVIDENCE OF PROPERTY INSURANCE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.

COVERAGE INFORMATION

COVERAGE / PERILS / FORMS

AMOUNT OF INSURANCE

DEDUCTIBLE
Builders Risk Coverage Form
Total Completed Project Value
$6,805,797
$6,750,222
$10,000
REMARKS (Including Special Conditions)
Certificate holder is included as additional insured.

CANCELLATION

SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS.

ADDITIONAL INTEREST

NAME AND ADDRESS
City of Beaumont, its officers, employees and volunteers 550 E 6th Street
Beaumont, CA 92223

MORTGAGEE

LOSS PAYEE
X

ADDITIONAL INSURED
LOAN #

AUTHORIZED REPRESENTATIVE
ACORD 27 (2009/12)
© 1993-2009 ACORD CORPORATION. All rights reserved.

The ACORD namep ltogg360 egjgP*Eg28l marks of ACORD

POLICY NUMBER: DT22-CO-9F220791-TCT-24 COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.

XTEND ENDORSEMENT FOR CONTRACTORS
This endorsement modifies insurance provided under the following:

COMMERCIAL GENERAL LIABILITY COVERAGE PART
GENERAL DESCRIPTION OF COVERAGE — This endorsement broadens coverage. However, coverage for any injury, damage or medical expenses described in any of the provisions of this endorsement may be excluded or limited by another endorsement to this Coverage Part, and these coverage broadening provisions do not apply to the extent that coverage is excluded or limited by such an endorsement. The following listing is a general coverage description only. Read all the provisions of this endorsement and the rest of your policy carefully to determine rights, duties, and what is and is not covered.

A. Who Is An Insured — Unnamed Subsidiaries
B. Blanket Additional Insured — Governmental
Entities — Permits Or Authorizations Relating To
Operations

PROVISIONS
A. WHO IS AN INSURED — UNNAMED

SUBSIDIARIES
The following is added to SECTION II — WHO IS
AN INSURED:

Any of your subsidiaries, other than a partnership,
joint venture or limited liability company, that is
not shown as a Named Insured in the
Declarations is a Named Insured if:
a. You are the sole owner of, or maintain an
ownership interest of more than 50% in, such
subsidiary on the first day of the policy period;
and
b. Such subsidiary is not an insured under
similar other insurance.

No such subsidiary is an insured for "bodily injury"
or "property damage" that occurred, or "personal
and advertising injury" caused by an offense
committed:
a. Before you maintained an ownership interest
of more than 50% in such subsidiary; or
b. After the date, if any, during the policy period
that you no longer maintain an ownership
interest of more than 50% in such subsidiary.

For purposes of Paragraph 1. of Section II — Who
Is An Insured, each such subsidiary will be
deemed to be designated in the Declarations as:

CG D3 16 02 19
C. Incidental Medical Malpractice
D. Blanket Waiver Of Subrogation
E. Contractual Liability — Railroads
F. Damage To Premises Rented To You
a. An organization other than a partnership, joint
venture or limited liability company; or
b. A trust;
as indicated in its name or the documents that
govern its structure.

B. BLANKET ADDITIONAL INSURED —
GOVERNMENTAL ENTITIES — PERMITS OR

AUTHORIZATIONS RELATING TO OPERATIONS
The following is added to SECTION II — WHO IS
AN INSURED:

Any govemmental entity that has issued a permit
or authorization with respect to operations
performed by you or on your behalf and that you
are required by any ordinance, law, building code
or written contract or agreement to include as an
additional insured on this Coverage Part is an
insured, but only with respect to Iiabi lity for "bodily injury", "property damage" or "personal and
advertising injury" arising out of such operations.

The insurance provided to such governmental
entity does not apply to:
a. Any "bodily injury", "property damage" or
"personal and advertising injury" arising out of
operations performed for the governmental
entity; or
b. Any "bodily injury" or "property damage"
included in the "products -completed
operations hazard".
© 2017 The Travelers Indemnity Company. All rights reserved. Page 1 of 3 Includes copyrighted material of Insurance Services Office, Inc., with its permission.

Page 536 of 1523 ends

COMMERCIAL GENERAL LIABILITY
C. INCIDENTAL MEDICAL MALPRACTICE

1. The following replaces Paragraph b. of the
definition of "occurrence" in the
DEFINITIONS Section:
b. An act or omission committed in providing
or failing to provide "incidental medical
services", first aid or "Good Samaritan
services" to a person, unless you are in
the business or occupation of providing
professional health care services.

2. The following replaces the last paragraph of
Paragraph 2.a.(1) of SECTION II — WHO IS
AN INSURED:

Unless you are in the business or occupation
of providing professional health care services,
Paragraphs (1)(a), (b), (c) and (d) above do
not apply to "bodily injury" arising out of
providing or failing to provide:
(a) "Incidental medical services" by any of
your "employees" who is a nurse, nurse
assistant, emergency medical technician
or paramedic; or
(b) First aid or "Good Samaritan services" by
any of your "employees" or "volunteer
workers", other than an employed or
volunteer doctor. Any such "employees"
or "volunteer workers" providing or failing
to provide first aid or "Good Samaritan
services" during their work hours for you
will be deemed to be acting within the
scope of their employment by you or
performing duties related to the conduct
of your business.

3. The following replaces the last sentence of
Paragraph 5. of SECTION III — LIMITS OF
INSURANCE:

For the purposes of determining the
applicable Each Occurrence Limit, all related
acts or omissions committed in providing or
failing to provide "incidental medical
services", first aid or "Good Samaritan
services" to any one person will be deemed to
be one "occurrence".

4. The following exclusion is added to
Paragraph 2., Exclusions, of SECTION I —
COVERAGES — COVERAGE A — BODILY

INJURY AND PROPERTY DAMAGE
LIABILITY:

Sale Of Pharmaceuticals
"Bodily injury" or "property damage" arising
out of the violation of a penal statute or
ordinance relating to the sale of

Page 2 of 3 ends

pharmaceuticals committed by, or with the
knowledge or consent of, the insured.

5. The following is added to the DEFINITIONS
Section:
"Incidental medical services" means:
a. Medical, surgical, dental, laboratory, x-ray
or nursing service or treatment, advice or
instruction, or the related furnishing of
food or beverages; or
b. The furnishing or dispensing of drugs or
medical, dental, or surgical supplies or
appliances.

6. The following is added to Paragraph 4.b.,
Excess Insurance, of SECTION IV —

COMMERCIAL GENERAL LIABILITY
CONDITIONS:

This insurance is excess over any valid and
collectible other insurance, whether primary,
excess, contingent or on any other basis, that
is available to any of your "employees" for
"bodily injury" that arises out of providing or
failing to provide "incidental medical services"
to any person to the extent not subject to
Paragraph 2.a.(1) of Section 11 — Who Is An
Insured.

D. BLANKET WAIVER OF SUBROGATION
The following is added to Paragraph 8., Transfer
Of Rights Of Recovery Against Others To Us,
of SECTION IV — COMMERCIAL GENERAL
LIABILITY CONDITIONS:

If the insured has agreed in a contract or
agreement to waive that insured's right of
recovery against any person or organization, we
waive our right of recovery against such person or
organization, but only for payments we make
because of:
a. "Bodily injury" or "property damage" that
occurs; or
b. "Personal and advertising injury" caused by
an offense that is committed;
subsequent to the execution of the contract or
agreement.

E. CONTRACTUAL LIABILITY — RAILROADS

1. The following replaces Paragraph c. of the
definition of "insured contract" in the
DEFINITIONS Section:
c. Any easement or license agreement;
© 2017 The Travelers Indemnity Company. All rights reserved. CG D3 16 02 19 Includes copyrighted material of Insurance Services Office, Inc., with its permission.

Page 537 of 1523 ends

COMMERCIAL GENERAL LIABILITY

2. Paragraph f.(1) of the definition of "insured
contract" in the DEFINITIONS Section is
deleted.

F. DAMAGE TO PREMISES RENTED TO YOU
The following replaces the definition of "premises
damage" in the DEFINITIONS Section:
"Premises damage" means "property damage" to:
a. Any premises while rented to you or
temporarily occupied by you with permission
of the owner; or
b. The contents of any premises while such
premises is rented to you, if you rent such
premises for a period of seven or fewer
consecutive days.

Includes copyrighted material of Insurance Services Office, Inc., with its permission.

Page 3 of 3 ends

Page 538 of 1523 ends

POLICY NUMBER: 810 -8M407427 -24-26-G COMMERCIAL AUTO
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.

BUSINESS AUTO EXTENSION ENDORSEMENT
This endorsement modifies insurance provided under the following:

BUSINESS AUTO COVERAGE FORM
GENERAL DESCRIPTION OF COVERAGE — This endorsement broadens coverage. However, coverage for any injury, damage or medical expenses described in any of the provisions of this endorsement may be excluded or limited by another endorsement to the Coverage Part, and these coverage broadening provisions do not apply to the extent that coverage is excluded or limited by such an endorsement. The following listing is a general cover- age description only. Limitations and exclusions may apply to these coverages. Read all the provisions of this en- dorsement and the rest of your policy carefully to determine rights, duties, and what is and is not covered.

A. BROAD FORM NAMED INSURED H. HIRED AUTO PHYSICAL DAMAGE — LOSS OF B. BLANKET ADDITIONAL INSURED USE —INCREASED LIMIT
C. EMPLOYEE HIRED AUTO I. PHYSICAL DAMAGE — TRANSPORTATION EXPENSES — INCREASED LIMIT
D. EMPLOYEES AS INSURED
E. SUPPLEMENTARY PAYMENTS — INCREASED
LIMITS
F. HIRED AUTO — LIMITED WORLDWIDE COV-
ERAGE — INDEMNITY BASIS
G. WAIVER OF DEDUCTIBLE — GLASS

PROVISIONS
A. BROAD FORM NAMED INSURED
The following is added to Paragraph A.1., Who Is
An Insured, of SECTION II — COVERED AUTOS
LIABILITY COVERAGE:

Any organization you newly acquire or form dur-
ing the policy period over which you maintain
50% or more ownership interest and that is not
separately insured for Business Auto Coverage.

Coverage under this provision is afforded only un-
til the 180th day after you acquire or form the or-
ganization or the end of the policy period, which-
ever is earlier.

B. BLANKET ADDITIONAL INSURED
The following is added to Paragraph c. in A.1.,
Who Is An Insured, of SECTION II — COVERED
AUTOS LIABILITY COVERAGE:

Any person or organization who is required under
a written contract or agreement between you and
that person or organization, that is signed and
executed by you before the "bodily injury" or
"property damage" occurs and that is in effect
during the policy period, to be named as an addi-
tional insured is an "insured" for Covered Autos
Liability Coverage, but only for damages to which
CA T3 53 02 15
J.

PERSONAL PROPERTY

AIRBAGS

NOTICE AND KNOWLEDGE OF ACCIDENT OR
LOSS
M. BLANKET WAIVER OF SUBROGATION
N. UNINTENTIONAL ERRORS OR OMISSIONS
this insurance applies and only to the extent that
person or organization qualifies as an "insured"
under the Who Is An Insured provision contained
in Section II.

C. EMPLOYEE HIRED AUTO

1. The following is added to Paragraph A.1.,
Who Is An Insured, of SECTION II — COV-
ERED AUTOS LIABILITY COVERAGE:

An "employee" of yours is an "insured" while
operating an "auto" hired or rented under a
contract or agreement in an "employee's"
name, with your permission, while performing
duties related to the conduct of your busi-
ness.

2. The following replaces Paragraph b. in B.5.,
Other Insurance, of SECTION IV — BUSI-
NESS AUTO CONDITIONS:
b. For Hired Auto Physical Damage Cover-
age, the following are deemed to be cov-
ered "autos" you own:
(1) Any covered "auto" you lease, hire,
rent or borrow; and
(2) Any covered "auto" hired or rented by
your "employee" under a contract in
an "employee's" name, with your
© 2015 The Travelers Indemnity Company. All rights reserved. Page 1 of 4 Includes copyrighted material of Insurance Services Office, Inc. with its permission.

Page 539 of 1523 ends

COMMERCIAL AUTO
permission, while performing duties
related to the conduct of your busi-
ness.

However, any "auto" that is leased, hired,
rented or borrowed with a driver is not a
covered "auto".

D. EMPLOYEES AS INSURED
The following is added to Paragraph A.1., Who Is
An Insured, of SECTION II — COVERED AUTOS
LIABILITY COVERAGE:

Any "employee" of yours is an "insured" while us-
ing a covered "auto" you don't own, hire or borrow
in your business or your personal affairs.

E. SUPPLEMENTARY PAYMENTS — INCREASED
LIMITS

1. The following replaces Paragraph A.2.a.(2),
of SECTION II — COVERED AUTOS LIABIL-
ITY COVERAGE:
(2) Up to $3,000 for cost of bail bonds (in-
cluding bonds for related traffic law viola-
tions) required because of an "accident"
we cover. We do not have to furnish
these bonds.

2. The following replaces Paragraph A.2.a.(4),
of SECTION II — COVERED AUTOS LIABIL-
ITY COVERAGE:
(4) All reasonable expenses incurred by the
"insured" at our request, including actual
loss of earnings up to $500 a day be-
cause of time off from work.

F. HIRED AUTO — LIMITED WORLDWIDE COV-
ERAGE — INDEMNITY BASIS
The following replaces Subparagraph (5) in Para-
graph B.7., Policy Period, Coverage Territory,
of SECTION IV — BUSINESS AUTO CONDI-
TIONS:
(5) Anywhere in the world, except any country or
jurisdiction while any trade sanction, em-
bargo, or similar regulation imposed by the
United States of America applies to and pro-
hibits the transaction of business with or
within such country or jurisdiction, for Cov-
ered Autos Liability Coverage for any covered
"auto" that you lease, hire, rent or borrow
without a driver for a period of 30 days or less
and that is not an "auto" you lease, hire, rent
or borrow from any of your "employees",
partners (if you are a partnership), members
(if you are a limited liability company) or
members of their households.

Page 2 of 4 ends

(a) With respect to any claim made or "suit"
brought outside the United States of
America, the territories and possessions
of the United States of America, Puerto
Rico and Canada:
(i) You must arrange to defend the "in-
sured" against, and investigate or set-
tle any such claim or "suit" and keep
us advised of all proceedings and ac-
tions.
(ii) Neither you nor any other involved
"insured" will make any settlement
without our consent.
(iii) We may, at our discretion, participate
in defending the "insured" against, or
in the settlement of, any claim or
"suit".
(iv) We will reimburse the "insured" for
sums that the "insured" legally must
pay as damages because of "bodily
injury" or "property damage" to which
this insurance applies, that the "in-
sured" pays with our consent, but
only up to the limit described in Para-
graph C., Limits Of Insurance, of
SECTION II — COVERED AUTOS
LIABILITY COVERAGE.
(v) We will reimburse the "insured" for
the reasonable expenses incurred
with our consent for your investiga-
tion of such claims and your defense
of the "insured" against any such
"suit", but only up to and included
within the limit described in Para-
graph C., Limits Of Insurance, of
SECTION II — COVERED AUTOS
LIABILITY COVERAGE, and not in
addition to such limit. Our duty to
make such payments ends when we
have used up the applicable limit of
insurance in payments for damages,
settlements or defense expenses.
(b) This insurance is excess over any valid
and collectible other insurance available
to the "insured" whether primary, excess,
contingent or on any other basis.
(c) This insurance is not a substitute for re-
quired or compulsory insurance in any
country outside the United States, its ter-
ritories and possessions, Puerto Rico and
Canada.
© 2015 The Travelers Indemnity Company. All rights reserved.

Includes copyrighted material of Insurance Services Office, Inc. with its permission.

CA T3 53 02 15

Page 540 of 1523 ends

COMMERCIAL AUTO
You agree to maintain all required or
compulsory insurance in any such coun-
try up to the minimum limits required by
local law. Your failure to comply with
compulsory insurance requirements will
not invalidate the coverage afforded by
this policy, but we will only be liable to the
same extent we would have been liable
had you complied with the compulsory in-
surance requirements.
(d) It is understood that we are not an admit-
ted or authorized insurer outside the
United States of America, its territories
and possessions, Puerto Rico and Can-
ada. We assume no responsibility for the
furnishing of certificates of insurance, or
for compliance in any way with the laws
of other countries relating to insurance.

G. WAIVER OF DEDUCTIBLE — GLASS
The following is added to Paragraph D., Deducti-
ble, of SECTION III - PHYSICAL DAMAGE
COVERAGE:

No deductible for a covered "auto" will apply to
glass damage if the glass is repaired rather than
replaced.

H. HIRED AUTO PHYSICAL DAMAGE - LOSS OF

USE - INCREASED LIMIT
The following replaces the last sentence of Para-
graph A.4.b., Loss Of Use Expenses, of SEC-
TION III - PHYSICAL DAMAGE COVERAGE:

However, the most we will pay for any expenses
for loss of use is $65 per day, to a maximum of
$750 for any one "accident".

I. PHYSICAL DAMAGE - TRANSPORTATION

EXPENSES - INCREASED LIMIT
The following replaces the first sentence in Para-
graph A.4.a., Transportation Expenses, of

SECTION III - PHYSICAL DAMAGE COVER-
AGE:

We will pay up to $50 per day to a maximum of
$1,500 for temporary transportation expense in-
curred by you because of the total theft of a cov-
ered "auto" of the private passenger type.

J. PERSONAL PROPERTY
The following is added to Paragraph A.4., Cover-
age Extensions, of SECTION III - PHYSICAL
DAMAGE COVERAGE:

Personal Property
We will pay up to $400 for "loss" to wearing ap-
parel and other personal property which is:
(1) Owned by an "insured"; and
CA T3 53 02 15
(2) In or on your covered "auto".

This coverage applies only in the event of a total
theft of your covered "auto".

No deductibles apply to this Personal Property
coverage.

K. AIRBAGS
The following is added to Paragraph B.3., Exclu-
sions, of SECTION III - PHYSICAL DAMAGE
COVERAGE:

Exclusion 3.a. does not apply to "loss" to one or
more airbags in a covered "auto" you own that in-
flate due to a cause other than a cause of "loss"
set forth in Paragraphs A.1.b. and A.1.c., but
only:
a. If that "auto" is a covered "auto" for Compre-
hensive Coverage under this policy;
b. The airbags are not covered under any war-
ranty; and
c. The airbags were not intentionally inflated.

We will pay up to a maximum of $1,000 for any
one "loss".

L. NOTICE AND KNOWLEDGE OF ACCIDENT OR
LOSS
The following is added to Paragraph A.2.a., of
SECTION IV — BUSINESS AUTO CONDITIONS:

Your duty to give us or our authorized representa-
tive prompt notice of the "accident" or "loss" ap-
plies only when the "accident" or "loss" is known
to:
(a) You (if you are an individual);
(b) A partner (if you are a partnership);
(c) A member (if you are a limited liability com-
pany);
(d) An executive officer, director or insurance
manager (if you are a corporation or other or-
ganization); or
(e) Any "employee" authorized by you to give no-
tice of the "accident" or "loss".

M. BLANKET WAIVER OF SUBROGATION
The following replaces Paragraph A.5., Transfer
Of Rights Of Recovery Against Others To Us,
of SECTION IV - BUSINESS AUTO CONDI-
TIONS :

5. Transfer Of Rights Of Recovery Against
Others To Us
We waive any right of recovery we may have
against any person or organization to the ex-
tent required of you by a written contract
signed and executed prior to any "accident"
or "loss", provided that the "accident" or "loss"
arises out of operations contemplated by
© 2015 The Travelers Indemnity Company. All rights reserved.

Includes copyrighted material of Insurance Services Office, Inc. with its permission.

Page 3 of 4 ends

Page 541 of 1523 ends

COMMERCIAL AUTO
such contract. The waiver applies only to the
person or organization designated in such
contract.

N. UNINTENTIONAL ERRORS OR OMISSIONS
The following is added to Paragraph B.2., Con-
cealment, Misrepresentation, Or Fraud, of
SECTION IV — BUSINESS AUTO CONDITIONS:

The unintentional omission of, or unintentional
error in, any information given by you shall not
prejudice your rights under this insurance. How-
ever this provision does not affect our right to col-
lect additional premium or exercise our right of
cancellation or non -renewal.

Page 4 of 4 ends

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CA T3 53 02 15

Page 542 of 1523 ends

COMMERCIAL GENERAL LIABILITY
POLICY NUMBER: DT22-CO-9F220791-TCT-24
c. Method Of Sharing
If all of the other insurance permits contribution
by equal shares, we will follow this method also.

Under this approach each insurer contributes
equal amounts until it has paid its applicable
limit of insurance or none of the loss remains,
whichever comes first.

If any of the other insurance does not permit
contribution by equal shares, we will contribute
by limits. Under this method, each insurer's
share is based on the ratio of its applicable limit
of insurance to the total applicable limits of
insurance of all insurers.
d. Primary And Non -Contributory Insurance If
Required By Written Contract
If you specifically agree in a written contract or
agreement that the insurance afforded to an
insured under this Coverage Part must apply on
a primary basis, or a primary and non-
contributory basis, this insurance is primary to
other insurance that is available to such insured
which covers such insured as a named insured,
and we will not share with that other insurance,
provided that:
(1) The "bodily injury" or "property damage" for
which coverage is sought occurs; and
(2) The "personal and advertising injury" for
which coverage is sought is caused by an
offense that is committed;
subsequent to the signing of that contract or
agreement by you.

5. Premium Audit
a. We will compute all premiums for this Coverage
Part in accordance with our rules and rates.
b. Premium shown in this Coverage Part as
advance premium is a deposit premium only. At
the close of each audit period we will compute
the earned premium for that period and send
notice to the first Named Insured. The due date
for audit and retrospective premiums is the date
shown as the due date on the bill. If the sum of
the advance and audit premiums paid for the
policy period is greater than the earned
premium, we will return the excess to the first
Named Insured.
c. The first Named Insured must keep records of
the information we need for premium
computation, and send us copies at such times
as we may request.

6. Representations
By accepting this policy, you agree:

Page 16 of 21 ends

a. The statements in the Declarations are
accurate and complete;
b. Those statements are based upon
representations you made to us; and
c. We have issued this policy in reliance upon
your representations.

The unintentional omission of, or unintentional error
in, any information provided by you which we relied
upon in issuing this policy will not prejudice your
rights under this insurance. However, this provision
does not affect our right to collect additional
premium or to exercise our rights of cancellation or
nonrenewal in accordance with applicable insurance
laws or regulations.

7. Separation Of Insureds
Except with respect to the Limits of Insurance, and
any rights or duties specifically assigned in this
Coverage Part to the first Named Insured, this
insurance applies:
a. As if each Named Insured were the only
Named Insured; and
b. Separately to each insured against whom claim
is made or "suit" is brought.

8. Transfer Of Rights Of Recovery Against Others
To Us
If the insured has rights to recover all or part of any payment we have made under this Coverage Part,
those rights are transferred to us. The insured must
do nothing after loss to impair them. At our request,
the insured will bring "suit" or transfer those rights
to us and help us enforce them.

9. When We Do Not Renew
If we decide not to renew this Coverage Part, we will
mail or deliver to the first Named Insured shown in
the Declarations written notice of the nonrenewal
not less than 30 days before the expiration date.

If notice is mailed, proof of mailing will be sufficient proof of notice.

SECTION V — DEFINITIONS

1. "Advertisement" means a notice that is broadcast or
published to the general public or specific market
segments about your goods, products or services
for the purpose of attracting customers or
supporters. For the purposes of this definition:
a. Notices that are published include material
placed on the Internet or on similar electronic
means of communication; and
b. Regarding websites, only that part of a website
that is about your goods, products or services
for the purposes of attracting customers or
supporters is considered an advertisement.
© 2017 The Travelers Indemnity Company. All rights reserved. CG T1 00 02 19 Includes copyrighted material of Insurance Services Office, Inc. with its permission.

Page 543 of 1523 ends

TRAVELERSJ

ONE TOWER SQUARE
HARTFORD CT 06183

WORKERS COMPENSATION
AND

EMPLOYERS LIABILITY POLICY
ENDORSEMENT WC 99 03 76
POLICY NUMBER: UB-0K498857-23-26-G

WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS

ENDORSEMENT - CALIFORNIA
(BLANKET WAIVER)
We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule.

The additional premium for this endorsement shall be 2.00 % of the California workers' compensation pre- mium.

Schedule
Person or Organization

ANY PERSON OR ORGANIZATION FOR

WHICH THE INSURED HAS AGREED

BY WRITTEN CONTRACT EXECUTED

PRIOR TO LOSS TO FURNISH THIS
WAIVER.

Job Description
This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated.
(The information below is required only when this endorsement is issued subsequent to preparation of the policy.)
Endorsement Effective 03/30/2024 Policy No. UB-0K498857-23-26-G Endorsement No.

Insured Borden Excavating Inc. Premium
Insurance Company TRAVELERS PROPERTY CASUALTY Countersigned by ON FILE

COMPANY OF AMERICA
DATE OF ISSUE:

ST ASSIGN: Page 1 of 1

Page 544 of 1523 ends

POLICY NUMBER: DT22-CO-9F220791-TCT-24 COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.

XTEND ENDORSEMENT FOR CONTRACTORS
This endorsement modifies insurance provided under the following:

A. Who Is An Insured — Unnamed Subsidiaries
B. Blanket Additional Insured — Governmental
Entities — Permits Or Authorizations Relating To
Operations

PROVISIONS
A. WHO IS AN INSURED — UNNAMED

SUBSIDIARIES
The following is added to SECTION II — WHO IS
AN INSURED:

For purposes of Paragraph 1. of Section II — Who
Is An Insured, each such subsidiary will be
deemed to be designated in the Declarations as:

B. BLANKET ADDITIONAL INSURED —
GOVERNMENTAL ENTITIES — PERMITS OR

AUTHORIZATIONS RELATING TO OPERATIONS
The following is added to SECTION II — WHO IS
AN INSURED:

Page 545 of 1523 ends

COMMERCIAL GENERAL LIABILITY
C. INCIDENTAL MEDICAL MALPRACTICE

2. The following replaces the last paragraph of
Paragraph 2.a.(1) of SECTION II — WHO IS
AN INSURED:

3. The following replaces the last sentence of
Paragraph 5. of SECTION III — LIMITS OF
INSURANCE:

4. The following exclusion is added to
Paragraph 2., Exclusions, of SECTION I —
COVERAGES — COVERAGE A — BODILY

INJURY AND PROPERTY DAMAGE
LIABILITY:

Sale Of Pharmaceuticals
"Bodily injury" or "property damage" arising
out of the violation of a penal statute or
ordinance relating to the sale of

Page 2 of 3 ends

pharmaceuticals committed by, or with the
knowledge or consent of, the insured.

6. The following is added to Paragraph 4.b.,
Excess Insurance, of SECTION IV —

COMMERCIAL GENERAL LIABILITY
CONDITIONS:

D. BLANKET WAIVER OF SUBROGATION
The following is added to Paragraph 8., Transfer
Of Rights Of Recovery Against Others To Us,
of SECTION IV — COMMERCIAL GENERAL
LIABILITY CONDITIONS:

E. CONTRACTUAL LIABILITY — RAILROADS

Page 546 of 1523 ends

COMMERCIAL GENERAL LIABILITY

2. Paragraph f.(1) of the definition of "insured
contract" in the DEFINITIONS Section is
deleted.

Includes copyrighted material of Insurance Services Office, Inc., with its permission.

Page 3 of 3 ends

Page 547 of 1523 ends

POLICY NUMBER: 810 -8M407427 -24-26-G COMMERCIAL AUTO
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.

BUSINESS AUTO EXTENSION ENDORSEMENT
This endorsement modifies insurance provided under the following:

PROVISIONS
A. BROAD FORM NAMED INSURED
The following is added to Paragraph A.1., Who Is
An Insured, of SECTION II — COVERED AUTOS
LIABILITY COVERAGE:

Any organization you newly acquire or form dur-
ing the policy period over which you maintain
50% or more ownership interest and that is not
separately insured for Business Auto Coverage.

Coverage under this provision is afforded only un-
til the 180th day after you acquire or form the or-
ganization or the end of the policy period, which-
ever is earlier.

B. BLANKET ADDITIONAL INSURED
The following is added to Paragraph c. in A.1.,
Who Is An Insured, of SECTION II — COVERED
AUTOS LIABILITY COVERAGE:

PERSONAL PROPERTY

AIRBAGS

C. EMPLOYEE HIRED AUTO

1. The following is added to Paragraph A.1.,
Who Is An Insured, of SECTION II — COV-
ERED AUTOS LIABILITY COVERAGE:

Page 548 of 1523 ends

COMMERCIAL AUTO
permission, while performing duties
related to the conduct of your busi-
ness.

However, any "auto" that is leased, hired,
rented or borrowed with a driver is not a
covered "auto".

D. EMPLOYEES AS INSURED
The following is added to Paragraph A.1., Who Is
An Insured, of SECTION II — COVERED AUTOS
LIABILITY COVERAGE:

Any "employee" of yours is an "insured" while us-
ing a covered "auto" you don't own, hire or borrow
in your business or your personal affairs.

E. SUPPLEMENTARY PAYMENTS — INCREASED
LIMITS

Page 2 of 4 ends

Includes copyrighted material of Insurance Services Office, Inc. with its permission.

CA T3 53 02 15

Page 549 of 1523 ends

G. WAIVER OF DEDUCTIBLE — GLASS
The following is added to Paragraph D., Deducti-
ble, of SECTION III - PHYSICAL DAMAGE
COVERAGE:

No deductible for a covered "auto" will apply to
glass damage if the glass is repaired rather than
replaced.

H. HIRED AUTO PHYSICAL DAMAGE - LOSS OF

USE - INCREASED LIMIT
The following replaces the last sentence of Para-
graph A.4.b., Loss Of Use Expenses, of SEC-
TION III - PHYSICAL DAMAGE COVERAGE:

However, the most we will pay for any expenses
for loss of use is $65 per day, to a maximum of
$750 for any one "accident".

I. PHYSICAL DAMAGE - TRANSPORTATION

EXPENSES - INCREASED LIMIT
The following replaces the first sentence in Para-
graph A.4.a., Transportation Expenses, of

SECTION III - PHYSICAL DAMAGE COVER-
AGE:

We will pay up to $50 per day to a maximum of
$1,500 for temporary transportation expense in-
curred by you because of the total theft of a cov-
ered "auto" of the private passenger type.

J. PERSONAL PROPERTY
The following is added to Paragraph A.4., Cover-
age Extensions, of SECTION III - PHYSICAL
DAMAGE COVERAGE:

Personal Property
We will pay up to $400 for "loss" to wearing ap-
parel and other personal property which is:
(1) Owned by an "insured"; and
CA T3 53 02 15
(2) In or on your covered "auto".

This coverage applies only in the event of a total
theft of your covered "auto".

No deductibles apply to this Personal Property
coverage.

K. AIRBAGS
The following is added to Paragraph B.3., Exclu-
sions, of SECTION III - PHYSICAL DAMAGE
COVERAGE:

We will pay up to a maximum of $1,000 for any
one "loss".

L. NOTICE AND KNOWLEDGE OF ACCIDENT OR
LOSS
The following is added to Paragraph A.2.a., of
SECTION IV — BUSINESS AUTO CONDITIONS:

M. BLANKET WAIVER OF SUBROGATION
The following replaces Paragraph A.5., Transfer
Of Rights Of Recovery Against Others To Us,
of SECTION IV - BUSINESS AUTO CONDI-
TIONS :

Includes copyrighted material of Insurance Services Office, Inc. with its permission.

Page 3 of 4 ends

Page 550 of 1523 ends

COMMERCIAL AUTO
such contract. The waiver applies only to the
person or organization designated in such
contract.

N. UNINTENTIONAL ERRORS OR OMISSIONS
The following is added to Paragraph B.2., Con-
cealment, Misrepresentation, Or Fraud, of
SECTION IV — BUSINESS AUTO CONDITIONS:

Page 4 of 4 ends

Includes copyrighted material of Insurance Services Office, Inc. with its permission.

CA T3 53 02 15

Page 551 of 1523 ends

COMMERCIAL GENERAL LIABILITY
POLICY NUMBER: DT22-CO-9F220791-TCT-24
c. Method Of Sharing
If all of the other insurance permits contribution
by equal shares, we will follow this method also.

Under this approach each insurer contributes
equal amounts until it has paid its applicable
limit of insurance or none of the loss remains,
whichever comes first.

6. Representations
By accepting this policy, you agree:

Page 16 of 21 ends

If notice is mailed, proof of mailing will be sufficient proof of notice.

SECTION V — DEFINITIONS

Page 552 of 1523 ends

TRAVELERSJ

ONE TOWER SQUARE
HARTFORD CT 06183

WORKERS COMPENSATION
AND

EMPLOYERS LIABILITY POLICY
ENDORSEMENT WC 99 03 76
POLICY NUMBER: UB-0K498857-23-26-G

WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS

The additional premium for this endorsement shall be 2.00 % of the California workers' compensation pre- mium.

Schedule
Person or Organization

ANY PERSON OR ORGANIZATION FOR

WHICH THE INSURED HAS AGREED

BY WRITTEN CONTRACT EXECUTED

PRIOR TO LOSS TO FURNISH THIS
WAIVER.

Insured Borden Excavating Inc. Premium
Insurance Company TRAVELERS PROPERTY CASUALTY Countersigned by ON FILE

COMPANY OF AMERICA
DATE OF ISSUE:

ST ASSIGN: Page 1 of 1

Page 553 of 1523 ends

VICINITY MAPCITY OF BEAUMONTMESA LIFT STATION UPGRADEPROJECTSITEI-10OAK VALLEY PKWYMORENO VALLEY PWYPOTRERO BLVD DRAWING INDEXBYMARKAPPR.DATEENGINEERCITYDESCRIPTIONR E V I S I O N SDESIGN BY:DRAWN BY:CHECKED BY:SCALE:DATE:JOB NUMBER:REVIEWED BY:STAFF ENGINEERRECOMMENDED BY:APPROVED BY:PRINCIPAL ENGINEERCITY ENGINEERCITY OF BEAUMONT, CALIFORNIAIMPROVEMENT PLANS FOR:FILE NO:S H E E TOF SHEETSCall 2 Working Days811Before You Dig!DATE:DATE:DATE:MESA LIFT STATION UPGRADEPUBLIC WORKS DEPARTMENT550 E. 6TH ST, BEAUMONT, CA 92223GENERALTITLE PAGE, VICINITY MAP AND INDEXE N G I N E E R I N G533 W 2600 S, SUITE 275, BOUNTIFUL, UT 84010PHONE (801) 299-1327 FAX (801) 299-0153BPKRBJRLNONE03/03/202303/03/2023 C:\USERS\KENNETH.BAETZ\DC\ACCDOCS\AQUA ENGINEERING\002201.C - BEAUMONT MESA LIFT STATION\PROJECT FILES\000 GENERAL\000-G001-COVER.DWG G0011G001TITLE PAGE, VICINITY MAP AND INDEXGENERALDWG# SHT#2G0023G0034G004LEGEND, SYMBOLS, AND ABBREVIATIONS01C201SITE GRADING AND PAVING PLAN01G102UPPER LEVEL PLANCIVILEMERGENCY STORAGE BASINLIFT STATIONSTRUCTURAL NOTES - 1STRUCTURAL NOTES - 2STRUCTURAL SPECIAL INSPECTIONS SITE UTILITY NOTESDESIGN CRITERIA AND HYDRAULIC PROFILE5G0056G0067G0078G00801C202YARD PIPING PLAN1401C9011501C902YARD PIPING DETAILS - 11610S201STRUCTURAL PLAN171810S202STRUCTURAL COVER PLAN10S401STRUCTURAL SECTIONS10S40210M201MECHANICAL PLANSTRUCTURAL SECTIONS01G103DRY PIT/WET WELL PLAN2411M201MECHANICAL - UPPER LEVEL PLAN2511M401MECHANICAL SECTION2611M402MECHANICAL SECTION01G901PHOTOS - 101G902PHOTOS - 211M202MECHANICAL - DRY PIT/WET WELL PLANPROJECT NOTESDEMOLITIONOVERALL DEMOLITION PLAN901G10110111213SITE DETAILYARD PIPING DETAILS - 201C90319GRINDER MANHOLE01C904222310S901STRUCTURAL DETAILS10M401MECHANICAL SECTIONS11M403MECHANICAL SECTIONS11M801MECHANICAL PIPE AND FITTING SCHEDULEDWG# SHT#11S201STRUCTURAL PLAN AND DETAILS313233343536SCHEDULESPROTECTIVE COATINGS81A801PUMP, MECH EQUIPMENT & VALVES83M801STANDARD DETAILSCIVIL DETAILS91C901394092A901ARCHITECTURAL DETAILS4193S901STRUCTURAL DETAILS4293S902STRUCTURAL DETAILS4393S903STRUCTURAL DETAILS4494M901MECHANICAL DETAILS94M902MECHANICAL DETAILSDWG# SHT#INSTRUMENTATION47I002SYMBOLS48I102WET AND DRY PITS49I103LIFT STATION5046I001LEGENDELECTRICALNOTES AND SYMBOLSE001DEMOLITION PHOTOS53E101SITE PLAN54E201EMERGENCY STORAGE BASIN PLAN55E202LIFT STATION ELECTRICAL PLAN56E203ONELINE DIAGRAM57E501VFD SCHEMATIC58E60159E80160E8026162DETAILS 1E901DETAILS 2E902DETAILS 3E903I101GRINDER & EMERGENCY STORAGE BASIN5251CALCULATIONSCONDUIT SCHEDULEI104ODOR CONTROL AND CGD SYSTEME803CONDUIT DEVELOPMENT63DECLARATION OF RESPONSIBLE CHARGEI HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT IHAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT ASDEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THATTHE DESIGN IS CONSISTENT WITH CURRENT STANDARDS AND OTHER APPLICABLECODES AND ORDINANCES.JUSTIN R LOGANR.C.E. C-73749DATEPRINCIPAL ENGINEER293011M404MECHANICAL SECTION45DETAILS 4E904202101C905MANHOLE #1, #2 REHAB PHOTOS01C906MANHOLE #3, #4 REHAB PHOTOS282737386465 636503-31-202307/14/202307/28/202316/11/202406/12/2024Page 554 of 1523

CATCH BASINOVERHEAD POWER LINESTRUCTURESTREET LIGHTPOLE & ANCHORCLEAN OUT BOXOPCOBOPLEGENDPLAN VIEWGAS LINEMANHOLEWATER METERWATER VALVEFIRE HYDRANTSANITARY SEWER LINEELECTRIC CABLETELEPHONE CABLECBWMSSTEGPROPERTY OR R/W LINEWATER LINESTORM DRAIN LINEBANK SLOPESSPOT ELEVATIONCONTOUR LINEEASEMENT LINEFENCEWSD4250.004250EXISTINGWVWMSSTEGSDWPROPOSEDSECTION AND DETAIL NOTES:NOTE: IF PLAN AND SECTION (OR DETAIL REFERENCE AND DETAIL) ARE SHOWNON THE SAME DRAWING, THE DRAWING NUMBER IS REPLACED WITH A LINE.DETAIL IDENTIFICATIONDETAIL NUMBERDETAIL NUMBERDRAWING NUMBER FROMWHICH DETAIL WAS TAKENWHICH DETAIL APPEARSDETAILSECTION AND DETAIL IDENTIFICATIONSECTIONSECTION LETTERSECTION LETTERDRAWING NUMBER ONWHICH SECTION APPEARSDRAWING NUMBER FROMWHICH SECTION WAS TAKENSECTION IDENTIFICATIONDRAWING NUMBER ONSEE DETAILCONCRETE PAVING550.00TOA4250ASPHALT PAVINGFLOW DIRECTIONGRAVEL PAVINGEDGE OF ASPHALTEDGE OF GRAVELEDGE OF CONCRETEB4B25453ESTCODE

ESTCODE

ESTCODE
ARROW CONNECTINGREFERENCE LINETO ARROW SIDEMEMBER OF JOINTFIELD WELD SYMBOLWELD ALL AROUND SYMBOLTAILTSPECIFICATION, PROCESS,OR OTHER REFERENCEBASIC WELD SYMBOLOR DETAIL REFERENCEOTHER SIDEARROW SIDEB - BUTT JOINTC - CORNER JOINTT - T-JOINTBC - BUTT OR CORNER JOINTP - PARTIAL JOINT PENETRATIONPOINT OF COMPOUND CURVATURELENGTHLPOCPPPLPIPOWER POLEPOINT ON CURVEPROPERTY LINEPOINT OF INTERSECTIONEDGE OF OILEMBANKMENTDUCTILE IRON PIPECLEAN OUT BOXDISTANCEDISTEMBEQUIPENTEOENGREQUIPMENTENTRANCEENGINEERELECELEVEAED/WDLDTHEACHELECTRIC / ELECTRICALELEVATIONEASTDRAIN LINEDISHWASHERDEKATHERMDDIADIPDETCWCULVCULDRAINDIAMETERDETAILCULINARYCLOCKWISECULVERTCU YDCU FTCTRCORCOLCONNCOBCUBIC YARDCUBIC FEETCENTERCORNERCONNECTCOLUMNNO OR #OFF REVODPERFPCCPBRPVMTORIGO-OOCNTSNMPHMONOUTSIDE DIAMETERPERFORATEDPHOTOBIOREACTOROFFICE REVISIONOUTSIDE TO OUTSIDEPAVEMENTORIGINALON CENTERNOT TO SCALEMILES PER HOURMONUMENTNUMBERNORTHMIMJMISCMINMKRMHMAXMATLMAINTLWLLTLICLINLSLBMECHANICAL JOINTMISCELLANEOUSMILEMINIMUM / MINUTEMANHOLEMARKERMAXIMUMMATERIALMAINTENANCELOW WATER LEVELLAND SURVEYORLINEAR / LINEALLEFTLICENSEPOUND@ATFENCE CORNERFEN CORCONSTRUCTION JOINTCORRUGATED METAL PIPECAST IRON PIPECUBIC FEET PER SECONDCURB AND GUTTERCENTER TO CENTERCOUNTER CLOCKWISECATCH BASINBENCH MARKBUREAU OF LAND MANAGEMENTBLIND FLANGEBEGINNING / BEGINAPPROXIMATELYAVERAGE DAILY TRAFFICBLOCKBLKCJCIPCMPCLCFSC&GC-CCENTERLINEBTWNCCWCBBRGBSMTBOTBETWEENBASEMENTBEARINGBOTTOMBLD FLGBLMBMBLDGBKFLBKBDRYBEGBUILDINGBACKFILLBACKBOUNDARYADTAZBALAPPROXALASPHBALANCEAZIMUTHAIR LINEASPHALTINVJCTIRRINFOIJINHWLIDHYDHWYH&THORIZHDWLISOLATION JOINTINFORMATIONINVERTJUNCTIONIRRIGATIONINCHINSIDE DIAMETERHIGH WATER LEVELHORIZONTALHUB & TACKHYDRANTHIGHWAYHEADWALLGSPGYPGMGENGAGALVGFLGFRPFTGFTFLRFDNFINFDGALVANIZED STEEL PIPEGAUGEGYPSUMGAS METERGALVANIZEDGENERALGASFOUNDATIONFLOOR DRAINFLANGEFOOTINGFEETFIBERGLASS REINFORCED PIPE/PANELFLOORFINISHABBREVIATIONSSQUARE FEETSQ FTWITHOUTCROSS SECTIONCROSSINGWATER METERW/OX-SECXINGW/WMWITHTOPTOP OF PIERVICTAULIC COUPLINGTOP OF SLABTOP OF WALLUTILITY WATERWEST / WATERVERTICAL POINT OF TANGENCYVERTICAL POINT OF CURVEVERTICAL POINT OF INTERSECTIONVOLUMEVERTICALVERTICAL CURVEUNLESS NOTED OTHERWISETOTAL SUSPENDED SOLIDSTELEPHONE POLEVCVERTVPIWVPTVPCVICVOLTOWUWUNOTSSTPTOSTOP OF FOOTINGTEMPORARYTOP BACK CURBTANGENTTOWNSHIPSTRUCTURESTANDARDSTATIONSTAINLESS STEELSTREETSTAINLESS STEEL / SANITARY SEWERSQUARE YARDTEMPSTRUCTTBCTOFTTANSTN STLSQ YDSTDSTASTLSSST STEELPOINT OF REVERSE CURVEPRCSQUARESPECIFICATIONSSHEETSECTION CORNERSTORM SEWERSCHEDULESANITARYSOUTH / SLOPERIGHT OF WAYRIGHT / ROUTERAILROADREVISIONSPECSSEC CORSQSHT SDSCHR/WRTSANS RRREVPOTABLE WATERPOUNDS PER SQUARE INCHREINFORCEDREFERENCEREINFORCED CONCRETE PIPERETURN ACTIVATED ALGAEQUANTITYPOLYVINYL CHLORIDEPOINT OF BEGINNINGPOINT OF TANGENCYPROPERTYPROJECTREINFREFRDRCPRAAQTYROADPROPPROJPTPVCPWPOBPSIUNDERGROUNDUGPOUNDS PER SQUARE FOOTPSFTHREADEDTHDSOCKETSKTFGFINISHED GRADEFFFINISHED FLOORPEPLANT EFFLUENTPDPOND EFFLUENTTOP OF CONCRETETOCTOP OF ASPHALTTOAEDGE OF ASPHALTEOAYARD HYDRANTYHFHFIRE HYDRANTHDPE HIGH DENSITY POLYEURETHANE PIPEEOG EDGE OF GRAVELTOP OF GRAVELTOGDMH DRAINAGE MANHOLEEBELECTRICAL BOXELECTRICAL MANHOLEEMHLPLIGHT POLENPW NON-POTABLE WATERPIPRIMARY INFLUENTRETURN ACTIVATED SLUDGERASWASTE ACTIVATED SLUDGEWASABUT ABUTMENTFEFIRE EXTINGUISHERMLMIXED LIQUORTHICKTHKOSB ORIENTED STRAND BOARDMBMACHINE BOLTGLBGLUED LAMINATED BEAMHSS HOLLOW STRUCTURAL SECTIONCLR CLEARANCEØDIAMETERABANCHOR BOLTEOS EDGE OF SHOULDERALUM ALUMINUMUTILITY BOX UBCLEAN OUTCOCONC CONCRETEWOWEIR OVERFLOWTYPICALTYPTOTAL KIELDAHL NITROGENTKNBLOCKBODDIG DIGESTERADF AVERAGE DAILY FLOWBTU BRITISH THERMAL UNITCONCRETE MASONRY UNITCMUCUBIC FEET PER MINUTECFMCONT CONTINUOUSDEG DEGREEDWG DRAWINGSDWV DRAIN WASTE VENTELELBOWEGEXISTING GROUNDEFEACH FACEEDGE OF CONCRETEEOCEQEQUALESEXIT SIGNFPFLOOR PENETRATIONFWFLAT WASHERFPSFEET PER SECONDGALGALLONSGPD GALLONS PER DAYGPH GALLONS PER HOURGPM GALLONS PER MINUTEHDG HOT DIPPED GALVANIZEDHBHOSE BIBBHPHORSE POWERHRHOURHRT HYDRAULIC RETENTION TIMEHWHOT WATERIEINVERT ELEVATIONLGLONG / LENGTHSPACING OR SPACESPTOP OF MANHOLETOMULTRA VIOLETUVVOLTSVVENT TO ROOFVTRWATER CLOSETWCWATER HEATERW/HBTBIOTOWERICINTERMEDIATE CLARIFIERSECONDARY CLARIFIERSCTRICKLING FILTERTFRANGE / RADIUSRDNDOWNPCPOINT OF CURVATURE/PRIMARY CLARIFIERMBR MEMBRANE BIOREACTORPLUG VALVEPVGVGATE VALVEBVBUTTERFLY VALVECVCHECK VALVEAIR PINCH VALVEAPVADANAEROBIC DIGESTERGTGRAVITY THICKENER/AEROBIC DIGESTERESTIMATEESTEXEXCEXISTINGEXCAVATIONEWEACH WAYMFR MANUFACTURERFLFLOW LINEO/COPEN/CLOSERECLAIMED WATERRWSIMILARSIM BYMARKAPPR.DATEENGINEERCITYDESCRIPTIONR E V I S I O N SDESIGN BY:DRAWN BY:CHECKED BY:SCALE:DATE:JOB NUMBER:REVIEWED BY:STAFF ENGINEERRECOMMENDED BY:APPROVED BY:PRINCIPAL ENGINEERCITY ENGINEERCITY OF BEAUMONT, CALIFORNIAIMPROVEMENT PLANS FOR:FILE NO:S H E E TOF SHEETSCall 2 Working Days811Before You Dig!DATE:DATE:DATE:MESA LIFT STATION UPGRADEPUBLIC WORKS DEPARTMENT550 E. 6TH ST, BEAUMONT, CA 92223BPKRBJRLNONE03/03/202303/27/2023 C:\USERS\KENNETH.BAETZ\ACCDOCS\AQUA ENGINEERING\002201.C - BEAUMONT MESA LIFT STATION\PROJECT FILES\000 GENERAL\000-G002-LEGEND.DWG E N G I N E E R I N G533 W 2600 S, SUITE 275, BOUNTIFUL, UT 84010PHONE (801) 299-1327 FAX (801) 299-0153LEGEND, SYMBOLS AND ABBREVIATIONSG002GENERAL03-31-202307/14/202307/28/20236526307-28-2023656/11/202406/12/2024Page 555 of 1523

GENERAL NOTES:1- REFER TO SECTION 011000 OF THE SPECIFICATIONS FOR DEMOLITION ANDCONSTRUCTION WORK PHASING.2- THE LOCATION OF EXISTING STRUCTURES AND UNDERGROUND FACILITIES (PIPING,VALVES, CONDUCTORS, ELECTRICAL CONDUIT, ETC.) ARE SHOWN IN AN APPROXIMATEWAY ONLY AND ARE BASED ON OWNERS EXISTING RECORDS. CONTRACTOR SHALLEXERCISE CARE DURING EXCAVATION TO AVOID DAMAGE TO SAID FACILITIES.CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UNDERGROUNDFACILITIES BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLYRESPONSIBLE FOR ANY DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TOEXACTLY LOCATE AND PROTECT ANY AND ALL FACILITIES.3- AT LEAST 48 HOURS BEFORE COMMENCING ANY EXCAVATION, CONTRACTOR SHALLREQUEST UNDERGROUND SERVICE ALERT AND NON-MEMBER COMPANIES OR UTILITIESTO MARK OR OTHERWISE INDICATE THE LOCATION(S) OF THEIR SUBSURFACE FACILITIESINCLUDING, BUT NOT LIMITED TO STRUCTURES, VAULTS, PIPING, VALVES, CONDUCTORS,CONDUITS, CABLES AND SERVICE CONNECTIONS.4- AS FIRST ITEM OF WORK CONTRACTOR SHALL EXCAVATE AND EXPOSE EXISTINGFACILITIES IN LOCATIONS WHERE NEW FACILITIES ARE PROPOSED TO ESTABLISH(POTHOLE) THE EXACT LOCATION, SIZE, AND DEPTH, AND DETERMINE IF THERE WILL BEAN INTERFERENCE WITH PROPOSED FACILITIES. CHANGES OR DELAYS CAUSED BYCONTRACTOR'S FAILURE TO PERFORM "POTHOLING" AND INTERFERENCE LOCATIONWORK SHALL NOT BE ELIGIBLE FOR EXTRA WORK COMPENSATION OR TIME EXTENSION.UPON LEARNING OF THE EXISTENCE OR LOCATION OF ANY UNDERGROUND FACILITYOMITTED OR SHOWN INCORRECTLY ON THESE DRAWINGS, OR IMPROPERLY MARKED OROTHERWISE INDICATED, CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER,PROVIDING FULL DETAILS AS TO DEPTH, LOCATION, SIZE, AND FUNCTION.5- EXISTING IMPROVEMENTS WHERE DAMAGED OR REMOVED BY CONSTRUCTION SHALL BEREPLACED IN ACCORDANCE WITH TECHNICAL SPECIFICATION SECTION 015300.CITY OF BEAUMONT PUBLIC WORKS STANDARD NOTES:SITE GRADING:1- ALL GRADING SHALL CONFORM TO THE CITY OF BEAUMONT ORDINANCES, CURRENTADOPTED CALIFORNIA BUILDING CODE, APPENDIX J, STANDARD SPECIFICATIONS FOR PUBLICWORKS CONSTRUCTION, "LATEST EDITION" AND RECOMMENDATIONS OF THE SOILSENGINEER.2- NO WORK SHALL COMMENCE UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY ANDOTHER APPROPRIATE AGENCIES.3- DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENTDRAINAGE STRUCTURES, TEMPORARY DRAINAGE AND EROSION CONTROL SHOULD BEPROVIDED TO PREVENT PONDING WATER, SEDIMENT TRANSPORTATION, AND DAMAGE TOADJACENT PROPERTIES.4- DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.5- NO FILL SHALL BE PLACED ON EXITING GROUND THAT HAS NOT BEEN CLEARED OF WEEDS.DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL.6- MAXIMUM CUT AND FILL SLOPE = 2:1 EXCEPT WHERE SPECIFICALLY APPROVED OTHERWISE.7- NO OBSTRUCTION OF FLOODPLAIN OR NATURAL WATER COURSES SHALL BE PERMITTED.8- ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE SHALL CONTINUE TO FUNCTION,ESPECIALLY DURING STORM CONDITIONS, PROTECTIVE MEASURES AND TEMPORARYDRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURINGGRADING OPERATIONS.9- CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT TWO DAYS BEFORE DIGGINGAT 8-1-1 AND THE FOLLOWING UTILITY OR AGENCIES A MINIMUM OF ONE WEEK PRIOR TOCOMMENCING ANY CONSTRUCTION OR GRADING:A. CITY OF BEAUMONT951.769.8520B. BEAUMONT CHERRY VALLEY WATER DISTRICT (BDVWD). 951.845.958110- THE CONTRACTOR SHALL MAINTAIN ADJACENT STREETS IN A NEAT, SAFE, CLEAN ANDSANITARY CONDITION AT ALL TIMES AND TO THE SATISFACTION OF THE CITY'S INSPECTOR.THE ADJACENT STREETS SHALL BE KEPT CLEAN OF SEDIMENT, DEBRIS AND OTHERNUISANCES AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CLEAN UPON ADJACENT STREETS AFFECTED BY THE CONSTRUCTION.11- ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO SHALL ADHERE TO THENOISE ORDINANCE SET FORTH BY THE CITY MUNICIPAL CODE. ALL OPERATIONS SHALL BELIMITED BY THE NOISE ORDINANCE TO THE LIMIT OF DECIBELS SPECIFIED FOR THE AREAAND TIME PERIOD. CONSTRUCTION ACTIVITIES WILL BE LIMITED TO THE PERIOD BETWEEN7:00 A.M. AND 6:00 P.M. MONDAY THROUGH FRIDAY.12- ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITYENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THECONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONGTHE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION.13- UNLESS NOTED OTHERWISE REGRADE ADJACENT TO NEW AND/OR IMPROVED STRUCTURETO RESTORE GRADE AFTER WORK IS COMPLETED.STREET IMPROVEMENT NOTES:1- ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE STANDARDSPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, GREENBOOK, LATESTEDITION AND THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENTIMPROVEMENT STANDARDS AND SPECIFICATIONS, "LATEST EDITION," COUNTYORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS.2- CONTRACTOR SHALL COMPLY WITH THE STATE AND LOCAL SAFETY CODESDURING THE PROGRESS OF WORK.3- CONSTRUCTION PROJECTS THAT DISTURB MORE THAN ONE ACRE MUST OBTAIN ANATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT.OWNER/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (NOI) WITH THESTATE WATER RESOURCES CONTROL BOARD (SWRCB) AND COMPLY WITH ALLREQUIREMENTS OF THE BEAUMONT DRAINAGE MANAGEMENT PLAN. BEAUMONT ISCO-PERMITTEE WITH R.CF.C. & W.C.D.4- CONTRACTOR SHALL MAINTAIN ADJACENT STREETS IN A NEAT, SAFE, CLEAN ANDSANITARY CONDITION AT ALL TIMES AND TO THE SATISFACTION OF THE COUNTY'SOR DISTRICT'S INSPECTOR. THE ADJACENT STREETS SHALL BE KEPT CLEAN OFDEBRIS, WITH DUST AND OTHER NUISANCE BEING CONTROLLED AT ALL TIMES. THEDEVELOPERS SHALL BE RESPONSIBLE FOR ANY CLEAN UP ON ADJACENT STREETSAFFECTED BY HIS CONSTRUCTION. METHOD OF STREET CLEANING SHALL BE DRYSWEEPING OF ALL PAVED AREAS.5- CONTRACTORS SHALL BE RESPONSIBLE TO INSTALL AND MAINTAIN DURINGCONSTRUCTION ALL, REGULATORY GUIDE AND WARNING SIGNS WITHIN THEPROJECT LIMITS AND ITS SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THETRAVELING PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION ANDACCEPTANCE OF THE PROJECT BY THE CITY OF BEAUMONT.6- CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSEDWORK AREA AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITEE MUSTINFORM CITY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO THEBEGINNING OF CONSTRUCTION AT (951) 769-8520.7- CONTRACTOR AGREES THAT HE/SHE SHALL ASSUME SOLE AND COMPLETERESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OFCONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS ANDPROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BELIMITED TO NORMAL WORKING HOURS AND THAT CONTRACTOR SHALL DEFEND,INDEMNIFY, AND HOLD THE OWNER, CITY OF BEAUMONT, AND THE CITY'SENGINEER, HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, INCONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTINGFOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNERS OR THEDEVELOPER'S ENGINEER.8- CONTRACTOR SHALL BE THE RESPONSIBLE TO OBTAIN ANY ENCROACHMENTPERMIT FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT-OF-WAY, DEDICATEDAND ACCEPTED FOR PUBLIC USE; AND TO BE RESPONSIBLE FOR SATISFACTORYCOMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFEOF CONSTRUCTION ACTIVITIES FOR THIS PROJECT.9- CONTRACTOR MUST NOTIFY THE CITY OF BEAUMONT AT (951) 769-8520 AT LEASTONE WEEK PRIOR TO CONSTRUCTION.10- CONTRACTOR SHALL BE RESPONSIBLE TO APPLY TO THE CALIFORNIADEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN ENCROACHMENT PERMITFOR ALL WORK PERFORMED WITHIN STATE RIGHT-OF-WAY.11- CONTRACTOR SHALL HAVE THE CITY'S GEOTECHNICAL/SOILS ENGINEERING FIRMOBSERVE TRENCHING, BACKFILLING, & SOIL COMPACTION OF ALL UTILITYTRENCHES WITHIN ALL CITY OWNED PROPERTY, EASEMENTS & ROAD RIGHTS OFWAY.12- ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEENDAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING. FOG SEAL AND PAINTBINDER SHALL BE APPLIED AT A RATE OF 0.05 AND 0.03 GALLON PER SQUARE YARDRESPECTIVELY. ASPHALTIC EMULSION SHALL CONFORM TO SECTIONS 37,39, AND94 OF THE STATE STANDARD SPECIFICATIONS.13- ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FORINFORMATION ONLY. BY SIGNING THESE IMPROVEMENT PLANS, NO REVIEW ORAPPROVAL OF THESE PRIVATE FACILITIES ARE IMPLIED OR INTENDED BY CITY OFBEAUMONT.BYMARKAPPR.DATEENGINEERCITYDESCRIPTIONR E V I S I O N SDESIGN BY:DRAWN BY:CHECKED BY:SCALE:DATE:JOB NUMBER:REVIEWED BY:STAFF ENGINEERRECOMMENDED BY:APPROVED BY:PRINCIPAL ENGINEERCITY ENGINEERCITY OF BEAUMONT, CALIFORNIAIMPROVEMENT PLANS FOR:FILE NO:S H E E TOF SHEETSCall 2 Working Days811Before You Dig!DATE:DATE:DATE:MESA LIFT STATION UPGRADEPUBLIC WORKS DEPARTMENT550 E. 6TH ST, BEAUMONT, CA 92223BPKRBJRLNONE03/03/202312/14/2022 C:\USERS\KENNETH.BAETZ\ACCDOCS\AQUA ENGINEERING\002201.C - BEAUMONT MESA LIFT STATION\PROJECT FILES\000 GENERAL\000-G003-RECYCLED WATER GENERAL NOTES.DWG E N G I N E E R I N G533 W 2600 S, SUITE 275, BOUNTIFUL, UT 84010PHONE (801) 299-1327 FAX (801) 299-0153GENERALG003PROJECT NOTES03-31-202307/14/202307/28/20236536307-28-2023656/11/202406/12/2024Page 556 of 1523

DESIGN BASIS:CODE:2019 CBC (CALIFORNIA BUILDING CODE) CCR, TITLE 24, PART 2.GRAVITY LOADS:1. FLAT ROOF LIVE LOAD : 50 PSF (REDUCIBLE)2. FLOOR LIVE LOAD : 100 PSF3. PLATFORM/WALKWAY LIVE LOAD : 100 PDFLATERAL LOADS:1. EARTHQUAKE DESIGN DATA : RISK CATEGORY = IIISEISMIC DESIGN CATEGORY = DSITE CLASS = CSs= 1.701gS1= 0.623gFa= 1.00Fv= 1.70SMS= 1.701gSM1= 1.059gSDS= 1.134gSDI= 0.706gIe= 1.25STRUCTURE:CONCRETE BASINS:RESPONSE MODIFICATION FACTORS PER ACI 350.3 FOR FIXED OR HINGE BASETANKSRi= 2.0Rc= 1.02. WIND DESIGN DATA:BASIC WIND SPEED = 105MPHEXPOSURE CANALYSIS PROCEDURE USED: ASCE 7 METHOD 2 MWFRS DIRECTION PROCEDURES - ALL HEIGHTSSOIL LOADS:1. BRACED RETAINING/FOUNDATION WALLS:AT-REST PRESSURE = 59H PSF/FTCANTILEVER RETAINING WALLS:ACTIVE PRESSURE = 38H PSF/FTSOIL SEISMIC (ULTIMATE) = 27H PSF/FT (TRIANGULAR PRESSURE)PASSIVE PRESSURE = 200 PCF2. TRAFFIC SURCHARGE = 100 PSF3. COEFFICIENT OF FRICTION = 0.35DEFERRED SUBMITTALS1. THE FOLLOWING PORTIONS OF THE PROJECT ARE DEFERRED SUBMITTAL ITEMS ANDHAVE NOT BEEN DESIGNED BY THE ENGINEER OF RECORD.A. ALUMINUM COVERB. ANCHORING OF MECHANICAL EQUIPMENT1. DEFERRED SUBMITTAL ITEMS SHALL BE DESIGNED BY A CIVIL OR STRUCTURALENGINEER REGISTERED IN THE STATE OF CALIFORNIA. STRUCTURAL CALCULATIONS ANDSHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW.2. DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE ENGINEER OFRECORD HAS REVIEWED THE SUBMITTAL DOCUMENTS AND INDICATED THAT THEY HAVEBEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCEWITH THE DESIGN DOCUMENTS.STRUCTURAL GENERAL NOTES:1. THE PROJECT SPECIFICATIONS SHALL BE PART OF THE CONTRACT DOCUMENTS.2. THE STRUCTURAL DRAWINGS ARE TO BE USED IN CONJUNCTION WITH CIVIL, MECHANICAL,AND ELECTRICAL DRAWINGS. NO PORTION OF STRUCTURAL RELATED WORK, INCLUDINGSHOP DRAWING DEVELOPMENT, SHALL BE PERFORMED WITHOUT CONSIDERINGREQUIREMENTS OF CONTRACT DOCUMENTS IN THEIR ENTIRETY.3. DETAILS AND SCHEDULES INDICATED AS "TYPICAL" MAY NOT BE SPECIFICALLYREFERENCED ON DRAWINGS. DETERMINE WHERE EACH TYPICAL DETAIL OR SCHEDULEAPPLIES BEFORE PROCEEDING WITH WORK. IF CONDITIONS ARE FOUND WHICH ARE NOTSPECIFICALLY DETAILED AND NO TYPICAL DETAIL OR SCHEDULE APPLIES, PROMPTLYNOTIFY THE STRUCTURAL ENGINEER.4. OPENINGS, POCKETS, CORE DRILLING, ETC. SHALL NOT BE PLACED IN STRUCTURALWALLS, SLABS, AND MEMBERS UNLESS SPECIFICALLY DETAILED ON THE STRUCTURALDRAWINGS. NOTIFY THE STRUCTURAL ENGINEER OF RECORD WHEN DRAWINGS BYOTHERS INDICATE OPENINGS, POCKETS, CORE DRILLING, ETC., NOT INDICATED ON THESTRUCTURAL DRAWINGS, BUT WHICH ARE LOCATED IN STRUCTURAL MEMBERS.5. THE CONTRACTOR SHALL REVIEW EXISTING CONDITIONS ON THE SITE DURING THEBIDDING. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING WORK.THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES PRIORTO PROCEEDING.6. UNLESS NOTED OR SHOWN OTHERWISE, ALL PHASES OF WORK ARE TO CONFORM TO THEMINIMUM STANDARDS OF THE CALIFORNIA BUILDING CODE (LATEST EDITION), AND ANYASTM SPECIFICATIONS ON WHICH THESE STANDARDS ARE BASED. WHERE CONFLICTBETWEEN BUILDING CODES AND SPECIFICATIONS OCCUR, THE MOST STRINGENTREQUIREMENTS SHALL GOVERN.7. ALL ASTM DESIGNATIONS REFERRED TO ON THESE DRAWINGS SHALL BE THE LATESTADOPTED OR REVISED SPECIFICATION, AS OF THE DATE OF THESE DRAWINGS.8. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS, SECTIONSAND DETAILS. DRAWINGS SHALL NOT BE SCALED FOR CONSTRUCTION PURPOSES.9. NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTESAND TYPICAL DETAILS.10. THE STRUCTURAL DRAWINGS SHOW ONLY THE BASIC STRUCTURAL REQUIREMENTS.REFER TO CIVIL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR NON-STRUCTURAL ITEMS,SUCH AS:A. SIZE AND LOCATION OF ALL OPENINGS.B. SIZE AND LOCATION OF ALL CONCRETE CURBS, WALKS, ROOF AND FLOOR DRAINS,SLOPES, DEPRESSED SLAB AREAS, ETC.C. FLOOR, ROOF, AND WALL FINISHES.D. DIMENSIONS WHICH ARE NOT SHOWN ON STRUCTURAL DRAWINGS.11. THE STRUCTURAL CONTRACT DOCUMENTS AND SPECIFICATIONS REPRESENT THEFINISHED STRUCTURE. UNLESS OTHERWISE NOTED, THEY DO NOT INDICATE THE METHODOF CONSTRUCTION.12. NEITHER THE OWNER NOR THE STRUCTURAL ENGINEER WILL ENFORCE SAFETYMEASURES OR REGULATIONS. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, DESIGN,CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING AND BRACING ANDSHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERALSAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. SITE OBSERVATION VISITSBY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE SAFETYITEMS.13. SATISFACTORY EXECUTION OF CONSTRUCTION IS DEPENDENT UPON CONFORMANCEWITH THE INTENT OF THESE DRAWINGS. THE OWNER SHALL RETAIN A CALIFORNIALICENSED CIVIL OR STRUCTURAL ENGINEER DURING CONSTRUCTION TO OBSERVE THECONSTRUCTION AND STATE THAT THE STRUCTURE HAS BEEN BUILT IN GENERALCONFORMANCE WITH THE INTENT OF THESE DRAWINGS.14. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS ORROOF. LOAD SHALL NOT EXCEED DESIGN LIVE LOAD FOR EACH PARTICULAR LEVEL. WHENWEIGHT OF MATERIALS OR EQUIPMENT MAY EXCEED DESIGN LOAD, STRUCTURALSYSTEMS SHALL BE SHORED.15. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK,THE DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK.16. FOR BELOW GRADE STRUCTURES BACKFILL SHALL NOT BE PLACED UNTIL ALL FLOOR ANDROOF FRAMING IS COMPLETE.FOUNDATION:1. ATTACH ONE COPY OF SOILS REPORT TO THE APPROVED SET OF CONSTRUCTIONDOCUMENTS. SOILS REPORT SHALL BE PART OF THESE NOTES. PRIOR TO THE POURINGOF CONCRETE AND PRIOR TO THE CONTRACTOR REQUESTING A BUILDING DEPARTMENTFOUNDATION INSPECTION, THE GEOTECHNICAL ENGINEER SHALL INSPECT AND APPROVETHE FOOTING EXCAVATIONS. THE GEOTECHNICAL ENGINEER SHALL POST NOTICE ON THEJOB SITE AND ADVISE THE BUILDING INSPECTOR IN WRITING THAT THE WORK SOINSPECTED MEETS THE CONDITIONS OF THE REPORT. THE GEOTECHNICAL ENGINEERWRITTEN CERTIFICATION SHALL VERIFY THE FOLLOWING:A. THE BUILDING PAD WAS PREPARED IN ACCORDANCE WITH THE SOILS REPORT.B. THE UTILITY TRENCHES HAVE BEEN PROPERLY BACKFILLED AND COMPACTED.C. THE FOUNDATION EXCAVATIONS COMPLY WITH THE INTENT OF THE SOILS REPORT.2. SOILS REPORT PREPARED BY: CONVERSE CONSULTANTSGEOTECHNICAL INVESTIGATION REPORT MESA LIFT STATION UPGRADES SOUTHEASTCORNER OF THE INTERSECTION OF POTRERO BOULEVARD AND CASTELLO LANE, CITY OFBEAUMONT, RIVERSIDE COUNTY, CALIFORNIA CONVERSE PROJECT NO. 21-81-289-01DATED JUNE 23, 20223. SOIL REMOVAL, BACKFILLING, AND RECOMPACTION SHALL BE PERFORMED PER SOILSREPORT RECOMMENDATIONS UNDER GEOTECHNICAL ENGINEER'S SUPERVISION ANDINSPECTION.4. SPECIAL INSPECTION AND TESTING IS REQUIRED IN ACCORDANCE WITH SECTIONS 1704AND 1705 OF THE CALIFORNIA BUILDING CODE AND THE "STATEMENT OF SPECIALINSPECTIONS" ON THESE CONSTRUCTION DOCUMENTS.5. TYPE OF FOOTING:A. SHALLOW FOOTING SYSTEM-MINIMUM EMBEDMENT 18" BELOW LOWEST ADJACENTGRADE.DESIGN SOIL PRESSURE:FOOTING TYPE STATIC BEARING PRESSURESPREAD FOOTING3,500 PSFCONTINUOUS FOOTING3,500 PSF ALLOWABLE BEARING CAPACITIES MAY BE INCREASED TO 4,500 PSF WHEN FOUNDATIONIS LOCATED A MINIMUM OF 3'-6" BELOW GRADE AND BY ONE-THIRD WHENCONSIDERING LOADS OF SHORT DURATION SUCH AS WIND OR SEISMIC FORCES.6. FOOTING ELEVATIONS SHALL BE LOCATED SUCH THAT THEIR BEARING IS A MINIMUMHORIZONTAL DISTANCE OF 7 FEET FROM THE DAYLIGHT OF AN ADJACENT SLOPE OR ASRECOMMENDED WITHIN THE SOILS REPORT.7. FOUNDATION EXCAVATIONS, FILLING, AND C0MPACTION ARE TO BE OBSERVED BY ANDDEEMED ACCEPTABLE TO THE GEOTECHNICAL ENGINEER OR THEIR REPRESENTATIVEPRIOR TO PLACEMENT OF REINFORCING STEEL OR CONCRETE.8. ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED. DO NOT PLACE BACKFILL BEHINDRETAINING WALLS BEFORE WALLS HAVE ATTAINED FULL DESIGN STRENGTH.CONTRACTOR SHALL BRACE OR PROTECT ALL BUILDING AND PIT WALLS BELOW GRADEFROM LATERAL LOADS UNTIL ATTACHING FLOORS ARE COMPLETELY IN PLACE AND HAVEATTAINED FULL STRENGTH. CONTRACTOR SHALL PROVIDE FOR DESIGN, PERMITS, ANDINSTALLATION OF SUCH BRACING.9. SLAB BASE AND COMPACTION ARE TO BE IN ACCORDANCE WITH SOILS REPORT.10. NO PIPES OR DUCTS SHALL BE PLACED IN SLABS OR WALLS UNLESS SPECIFICALLYDETAILED OR APPROVED BY THE ENGINEER.11. FOR ALL DIMENSIONS, CURBS, SLAB DEPRESSIONS, STEPS, FLOOR DRAINS, FLOOR SINKS,TRENCHES, UNDER FLOOR DUCTS, AND CONDUITS, SEE ARCHITECTURAL, MECHANICAL,REFRIGERATION, AIR CONDITIONING, PLUMBING, ELECTRICAL, AND FOOD SERVICESDRAWINGS. TRENCH BACK FILL AS PER SOILS REPORT REQUIREMENTS.12. ALL WALLS RETAINING EARTH SHALL DRAIN TO DAYLIGHT OR OTHER DRAINAGE.13. ALL ABANDONED FOOTINGS, UTILITIES, ETC., THAT INTERFERE WITH NEW CONSTRUCTIONSHALL BE REMOVED14. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF UTILITY SERVICE IN AREAS TO BEEXCAVATED BEFORE BEGINNING EXCAVATION. EXERCISE EXTREME CAUTION INEXCAVATING AND TRENCHING. DAMAGE CAUSED AS A RESULT OF FAILING TO EXACTLYLOCATE AND PRESERVE ALL EXISTING UNDERGROUND UTILITIES ARE THERESPONSIBILITY OF THE CONTRACTOR.15. THE CONTRACTOR SHALL PROVIDE FOR DESIGN, APPROVALS, PERMITS, INSTALLATION,AND MONITORING OF ALL CRIBBING, SHEATHING, AND SHORING REQUIRED TO SAFELYRETAIN TEMPORARY EXCAVATIONS.16. ALL PLANTERS IN CLOSE PROXIMITY TO THE STRUCTURE SHALL HAVE ADEQUATEDRAINAGE OF SURFACE WATER TO PREVENT SATURATION OF SOIL UNDER FOUNDATION.BYMARKAPPR.DATEENGINEERCITYDESCRIPTIONR E V I S I O N SDESIGN BY:DRAWN BY:CHECKED BY:SCALE:DATE:JOB NUMBER:REVIEWED BY:STAFF ENGINEERRECOMMENDED BY:APPROVED BY:PRINCIPAL ENGINEERCITY ENGINEERCITY OF BEAUMONT, CALIFORNIAIMPROVEMENT PLANS FOR:FILE NO:S H E E TOF SHEETSCall 2 Working Days811Before You Dig!DATE:DATE:DATE:MESA LIFT STATION UPGRADEPUBLIC WORKS DEPARTMENT550 E. 6TH ST, BEAUMONT, CA 92223CNSLENNONE07-28-2023E N G I N E E R I N G533 W 2600 S, SUITE 275, BOUNTIFUL, UT 84010PHONE (801) 299-1327 FAX (801) 299-0153STRUCTURAL NOTES - 1G004GENERALS 608407/28/202346365 6/11/202406/12/2024Page 557 of 1523

BYMARKAPPR.DATEENGINEERCITYDESCRIPTIONR E V I S I O N SDESIGN BY:DRAWN BY:CHECKED BY:SCALE:DATE:JOB NUMBER:REVIEWED BY:STAFF ENGINEERRECOMMENDED BY:APPROVED BY:PRINCIPAL ENGINEERCITY ENGINEERCITY OF BEAUMONT, CALIFORNIAIMPROVEMENT PLANS FOR:FILE NO:S H E E TOF SHEETSCall 2 Working Days811Before You Dig!DATE:DATE:DATE:MESA LIFT STATION UPGRADEPUBLIC WORKS DEPARTMENT550 E. 6TH ST, BEAUMONT, CA 92223CNSLENNONE07-28-2023E N G I N E E R I N G533 W 2600 S, SUITE 275, BOUNTIFUL, UT 84010PHONE (801) 299-1327 FAX (801) 299-0153CONCRETE:1. CONCRETE CONSTRUCTION SHALL CONFORM TO CHAPTER 19 OF THE CALIFORNIABUILDING CODE, ACI 318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE"AND ACI 350 "CODE REQUIREMENT FOR ENVIRONMENTAL CONCRETE STRUCTURES"(LATEST EDITIONS), EXCEPT AS MODIFIED BY THE SUPPLEMENTAL REQUIREMENTSCONTAINED HEREIN OR SHOWN ON THE DRAWINGS.2. SPECIAL INSPECTION AND TESTING IS REQUIRED IN ACCORDANCE WITH SECTIONS 1704AND 1705 OF THE CALIFORNIA BUILDING CODE AND THE "STATEMENT OF SPECIALINSPECTIONS" ON THESE CONSTRUCTION DOCUMENTS.3. ALL CONCRETE SHALL BE 150 PCF HARDROCK, AND SHALL HAVE A MINIMUMCOMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS.4. THE MAXIMUM SIZE AGGREGATE IN FOUNDATION AND MASS CONCRETE WORK SHALL BE 1INCH. THE MAXIMUM SIZE AGGREGATE IN SLABS ON GRADE, WALLS, AND ALL OTHERCONCRETE SHALL BE 3/4 INCH. PEA GRAVEL SHALL NOT BE USED FOR STRUCTURALCONCRETE, UON.5. CEMENT SHALL CONFORM TO ASTM C150, TYPE II/V, LOW ALKALI. AGGREGATES FORNORMAL WEIGHT SHALL CONFORM TO ASTM C33.6. ADMIXTURES AND COLORS (EXCEPT AS NOTED HEREIN) SHALL NOT BE USED UNLESSSUBSTANTIATING DATA IS SUBMITTED TO AND REVIEWED BY THE ENGINEER OF RECORD.7. CONCRETE MIXES SHALL BE DESIGNED BY A QUALIFIED TESTING LABORATORY. THE MIXDESIGNS SHALL CONFORM TO CBC CHAPTER 19 UNLESS OTHERWISE NOTED.8. NON-STRUCTURAL STEEL EMBEDDED IN CONCRETE SHALL BE GALVANIZED OR PAINTED.ALL DAMAGED GALVANIZED AREAS SHALL BE REPAIRED PRIOR TO EMBEDMENT.9. PROVIDE 2- #5 DIAGONAL BARS AT CORNERS OF WALL, FLOOR, AND ROOF OPENINGS ANDINSIDE CORNERS OF FLOORS.10. PROVIDE WATERSTOPS IN ALL BELOW GRADE FOUNDATION WALL CONSTRUCTIONJOINTS.11. READY MIXED CONCRETE SHALL CONFORM TO ASTM C94.12. PLACEMENT OF CONCRETE SHALL CONFORM TO ACI 304. CLEAN AND ROUGHEN TO 1/4"AMPLITUDE FOR ALL CONCRETE SURFACES AGAINST WHICH CONCRETE IS TO BEPLACED.13. ALL EXPOSED CONCRETE SHALL HAVE A SMOOTH FORM FINISH USING B-B PLYFORM,CLASS I, EXT-APA PLYWOOD.14. ALL SLABS SHALL HAVE A TROWEL FINISH EXCEPT AS NOTED ON THE DRAWINGS.15. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND INSERTS SHALL BE WELLSECURED IN POSITION PRIOR TO PLACING CONCRETE.16. IF THE CONTRACTOR REQUESTS TO MAKE ANY CONSTRUCTION JOINTS OTHER THANTHOSE SHOWN ON THESE DRAWINGS, THEY SHALL SUBMIT DETAILS OF CHANGES TO THEENGINEER OF RECORD FOR REVIEW BEFORE STARTING WORK.17. NO BRICK OR POROUS MATERIAL SHALL BE USED TO SUPPORT FOUNDATION STEEL OFFTHE GROUND.18. PROVIDE 3/4 INCH CHAMFER ON ALL EXPOSED CONCRETE CORNERS, UON.19. SLEEVE PLUMBING OPENINGS IN SLABS WITH NON-CORROSIVE SLEEVE BEFORE PLACINGCONCRETE AND BEND REINFORCING AROUND SLEEVES.20. ALL REINFORCING BARS SHALL BE PROVIDED WITH THE FOLLOWING CONCRETE MINIMUMCOVER:FOOTINGS CAST AGAINST EARTH3"FORMED CONCRETE EXPOSEDTO EARTH, WEATHER, OR LIQUID2"BEAMS AND GIRDERS2"WALLS2"COLUMN TIES2"SLABS (#11 AND SMALLER)2"21. CONCRETE CURING: TYPICALLY REQUIRED A MINIMUM OF 7 DAYS.REINFORCING STEEL:1. ALL REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH THE CBC, AND THE"MANUAL OF STANDARD PRACTICE" BY THE CRSI OR AS MODIFIED BY THECONSTRUCTION DOCUMENTS.2. SPECIAL INSPECTION AND TESTING IS REQUIRED IN ACCORDANCE WITH SECTIONS 1704AND 1705 OF THE CALIFORNIA BUILDING CODE AND THE "STATEMENT OF SPECIALINSPECTIONS" ON THESE CONSTRUCTION DOCUMENTS.3. REINFORCING BARS SHALL CONFORM TO ASTM A615, DEFORMED GRADE 60.REINFORCING BARS THAT ARE TO BE WELDED SHALL CONFORM TO ASTM A706,DEFORMED GRADE 60.4. DETAILS OF REINFORCEMENT SHALL COMPLY WITH ACI 318 (LATEST EDITION).5. WELDING OF REINFORCEMENT SHALL BE IN ACCORDANCE WITH ASTM A706 WITH LOWHYDROGEN ELECTRODES AND STRUCTURAL WELDING CODE REINFORCING STEEL SHALLCONFORM TO ANSI / AWS D1.4. MINIMUM TENSILE STRENGTH OF WELD METAL SHALL BE90 KSI. ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS.6. REINFORCING BARS FOR COLUMNS AND REINFORCING IN SEISMIC ELEMENTS INCLUDINGSHEAR WALL VERTICAL REINFORCING STEEL, MOMENT FRAME BEAMS AND COLUMNS,AND DIAPHRAGM CHORD BARS SHALL CONFORM TO ASTM A706, GRADE 60, U.O.N.7. ALL REINFORCING BAR BENDS SHALL BE MADE COLD, UNLESS OTHERWISE PERMITTEDBY THE BUILDING OFFICIAL.8. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185, AND SHALL BE LAPPED 1 SPACEAND 12" MINIMUM.9. DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE LAPPED WITH THESAME GRADE, SIZE, SPACING, AND NUMBER AS THE VERTICAL REINFORCEMENT.10. REINFORCING SPLICES SHALL BE MADE AS INDICATED ON THE DRAWINGS.11. ALL VERTICAL REINFORCING SHALL BE CONTINUOUS BETWEEN TWO LEVELS, UNLESSOTHERWISE NOTED.12. SLAB ON GRADE REINFORCING SHALL BE POSITIONED AT MID-DEPTH, UNLESSOTHERWISE NOTED.13. PROVIDE #3 SPACER TIES AT 2'-6" ON CENTER IN ALL BEAMS AND FOOTINGS TO SECUREREINFORCING BARS IN PLACE, UNLESS OTHERWISE NOTED.14. PIPING AND CONDUIT SHALL BE SO FABRICATED AND INSTALLED THAT CUTTING,BENDING, OR DISPLACEMENT OF REINFORCEMENT FROM ITS PROPER LOCATION WILLNOT BE REQUIRED.15. REINFORCING BAR LAP SPLICES SHALL NOT BE PERMITTED IN MOMENT FRAMES ORSHEAR WALLS UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS ORAPPROVED BY THE ENGINEER IN WRITING.16. MINIMUM CLEAR DISTANCES BETWEEN REINFORCING STEEL, NOT INCLUDING SPLICEDREINFORCEMENT, SHALL BE 1" OR 1 BAR DIAMETER, WHICHEVER IS GREATER. MINIMUMCLEAR DISTANCE AT COLUMNS SHALL BE 1 1/2" OR 1 1/2 BAR DIAMETERS, WHICHEVER ISGREATER.17. ALL REINFORCEMENT SHALL BE CENTERED ON MEMBER UNLESS OTHERWISE INDICATED.STRUCTURAL OBSERVATION:1. PER CBC CHAPTER 17 SECTION 1704, THE OWNER SHALL EMPLOY A LICENSED ENGINEERRESPONSIBLE FOR THE STRUCTURAL DESIGN, OR HIS DESIGNATED ENGINEER TO MAKESITE VISITS TO OBSERVE GENERAL COMPLIANCE WITH THE APPROVED STRUCTURAL PLANS,SPECIFICATIONS AND CHANGE ORDERS. THE ENGINEER SHALL SUBMIT A STATEMENT INWRITING TO THE BUILDING OFFICIAL STATING THAT THE SITE VISIT HAS BEEN MADE ANDTHAT ANY DEFICIENCIES NOTED HAVE BEEN CORRECTED. STRUCTURAL OBSERVATIONDOES NOT INCLUDE OR WAIVE THE INSPECTIONS REQUIRED BY SECTIONS 110, 1704, 1705OR OTHER SECTIONS OF THE CODE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 72HOURS PRIOR TO THE COMPLETION OF ANY WORK THAT REQUIRES OBSERVATIONS.STRUCTURAL OBSERVATIONS ARE REQUIRED FOR THE FOLLOWING WORK PERFORMED BYTHE CONTRACTOR:a. 90% OF FOUNDATION REINFORCEMENT PRIOR TO FIRST CONCRETE PLACEMENT.b. 90% OF WALL REINFORCEMENT PRIOR TO FIRST CONCRETE PLACEMENT.STRUCTURAL NOTES - 2GENERALG005S 608407/28/202356365 6/11/202406/12/2024Page 558 of 1523

BYMARKAPPR.DATEENGINEERCITYDESCRIPTIONR E V I S I O N SDESIGN BY:DRAWN BY:CHECKED BY:SCALE:DATE:JOB NUMBER:REVIEWED BY:STAFF ENGINEERRECOMMENDED BY:APPROVED BY:PRINCIPAL ENGINEERCITY ENGINEERCITY OF BEAUMONT, CALIFORNIAIMPROVEMENT PLANS FOR:FILE NO:S H E E TOF SHEETSCall 2 Working Days811Before You Dig!DATE:DATE:DATE:MESA LIFT STATION UPGRADEPUBLIC WORKS DEPARTMENT550 E. 6TH ST, BEAUMONT, CA 92223CNSLENNONE07-28-2023E N G I N E E R I N G533 W 2600 S, SUITE 275, BOUNTIFUL, UT 84010PHONE (801) 299-1327 FAX (801) 299-0153REQUIRED VERIFICATION AND INSPECTION OF SOILSVERIFICATION AND INSPECTIONCONTINUOUSINSPECTIONPERIODICINSPECTION1.VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS AREADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY.-X2.VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTHAND HAVE REACHED PROPER MATERIAL.-X3.PERFORM CLASSIFICATION AND TESTING OF COMPACTEDFILL MATERIALS.-X4.VERIFY USE OF PROPER MATERIALS, DENSITIES, AND LIFTTHICKNESS DURING PLACEMENT AND COMPACTION OFCOMPACTED FILL.X-5.PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVESUBGRADE AND VERIFY THAT SITE HAS BEEN PREPAREDPROPERLY.-XREQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTIONVERIFICATION AND INSPECTIONCONTINUOUSINSPECTIONPERIODICINSPECTION1.INSPECTION OF REINFORCING STEEL, AND PLACEMENT.-X2.REINFORCING BAR WELDING:a.VERIFY WELDABILITY OF REINFORCING BARS OTHERTHAN ASTM A706;-Xb.INSPECT SINGLE-PASS FILLET WELDS, MAXIMUM 5/16";AND-Xc.INSPECT ALL OTHER WELDS.X-3.INSPECTION ANCHORS CAST IN CONCRETE.X-4.INSPECTION ANCHORS POST-INSTALLED IN HARDENEDCONCRETE MEMBER.a.ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY ORUPWARDLY INCLINED ORIENTATIONS TO RESISTSUSTAINED TENSION LOADS.X-b.MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOTDEFINED IN 4.a.-X5.VERIFYING USE OF REQUIRED DESIGN MIX.-X6.AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATESPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP ANDAIR CONTENT TESTS, AND DETERMINE THE TEMPERATUREOF THE CONCRETE.X-7.INSPECTION OF CONCRETE PLACEMENT FOR PROPERAPPLICATION TECHNIQUES.X-8.INSPECTION FOR MAINTENANCE OF SPECIFIED CURINGTEMPERATURE AND TECHNIQUES.-X9.VERIFICATION OF IN-SITU CONCRETE STRENGTH PRIOR TOREMOVAL OF SHORES AND FORMS FROM BEAMS ANDSTRUCTURAL SLABS.-X10.INSPECT FORMWORK FOR SHAPE, LOCATION, ANDDIMENSIONS OF THE CONCRETE MEMBER BEING FORMED.-XTHE SPECIAL INSPECTIONS LISTED ARE IN ADDITION TO THE CALLED INSPECTIONSREQUIRED BY LATEST EDITION OF THE CBC CHAPTER 1 SECTION 110. THE SPECIAL INSPECTIONSIDENTIFIED ON PLANS ARE, IN ADDITION TO, AND NOT SUBSTITUTE FOR, THOSE INSPECTIONSREQUIRED TO BE PERFORMED BY THE GOVERNING JURISDICTION'S BUILDING INSPECTOR. THEGOVERNING JURISDICTION IS DEFINED AS THE CITY, COUNTY, OR GOVERNMENTAL UNIT THAT ISRESPONSIBLE FOR THE INSPECTIONS OF CONSTRUCTION OR WORK AS SPECIFIED IN THECONTRACT DOCUMENTS.A. PROVIDE SPECIAL INSPECTION AND TESTING FOR SEISMIC AND WIND RESISTANCE ASREQUIRED BY CBC SECTIONS 1704, AND 1705.B. THE SPECIAL INSPECTORS MUST BE CERTIFIED BY THE GOVERNING JURISDICTION, TOPERFORM THE TYPE OF INSPECTION SPECIFIED.EXCEPTIONS:1. SOILS INSPECTIONS BY THE GEOTECHNICAL SOILS ENGINEER OF RECORD.2. SMOKE CONTROL SYSTEM, BY THE MECHANICAL ENGINEER OF RECORD.3. WHEN WAIVED BY THE BUILDING OFFICIAL.C. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE SPECIAL INSPECTOR ORINSPECTION AGENCY AT LEAST ONE WORKING DAY PRIOR TO PERFORMING ANY WORKTHAT REQUIRES SPECIAL INSPECTION.D. SPECIALLY INSPECTED WORK THAT IS INSTALLED OR COVERED WITHOUT THE APPROVALOF THE INSPECTOR IS SUBJECT TO REMOVAL OR EXPOSURE.E. THE CONSTRUCTION MATERIALS TESTING LABORATORY MUST BE APPROVED BY THEGOVERNING JURISDICTION, FOR TESTING OF MATERIALS, SYSTEMS, COMPONENTS ANDEQUIPMENTS.F. A PROPERTY OWNER'S FINAL REPORT OF WORK REQUIRING SPECIAL INSPECTION MUSTBE COMPLETED BY THE PROPERTY OWNER, PROPERTY OWNER'S AGENT OF RECORD,ARCHITECT OF RECORD, OR ENGINEER OF RECORD AND SUBMITTED TO THE INSPECTIONSERVICES DIVISION.G. AN APPLICATION TO PERFORM OFF-SITE FABRICATION MUST BE SUBMITTED TO THEINSPECTION SERVICES DIVISION FOR APPROVAL PRIOR TO FABRICATION.H. A CERTIFICATE OF COMPLIANCE OF OFF-SITE FABRICATION MUST BE COMPLETED ANDSUBMITTED TO THE INSPECTION SERVICES DIVISION PRIOR TO ERECTION OFPREFABRICATED COMPONENTS.I. FABRICATOR MUST BE REGISTERED AND APPROVED BY THE GOVERNING JURISDICTIONFOR THE FABRICATION OF MEMBERS AND ASSEMBLIES ON THE PREMISES OF THEFABRICATOR'S SHOP.J. THE SPECIAL INSPECTOR MUST BE CERTIFIED BY THE GOVERNING JURISDICTION IN THECATEGORY OF WORK REQUIRED TO HAVE SPECIAL INSPECTION.K. FABRICATION OF MEMBERS AND ASSEMBLIES DONE IN A FABRICATOR'S SHOP APPROVEDBY INSPECTION SERVICES NEED NOT HAVE CONTINUOUS OR PERIODIC SPECIALINSPECTION. AT COMPLETION OF FABRICATION, THE APPROVED FABRICATOR SHALLSUBMIT THE CERTIFICATE OF COMPLIANCE FORM TO INSPECTION SERVICES.L. CONTRACTOR RESPONSIBILITY PER CBC SECTION 1704.4 :EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF A MAIN WIND- ORSEISMIC-FORCE-RESISTING SYSTEM, DESIGNATED SEISMIC SYSTEM OR A WIND- ORSEISMIC-RESISTING COMPONENT LISTED IN THE STATEMENT OF SPECIAL INSPECTIONSSHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIALAND THE OWNER PRIOR TO THE COMMENCEMENT OF WORK ON THE SYSTEM ORCOMPONENT. THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL CONTAINACKNOWLEDGEMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED INTHE STATEMENT OF SPECIAL INSPECTIONS IN CBC SECTION 1704.REQUIRED REPORTS:1. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDINGOFFICIAL AND TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE.2. SPECIAL INSPECTION REPORTS SHALL INDICATE THAT THE WORK INSPECTED WASPERFORMED IN CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS.3. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THECONTRACTOR FOR CORRECTION.4. IF DISCREPANCIES ARE NOT CORRECTED, THE DISCREPANCIES SHALL BE BROUGHT TOTHE ATTENTION OF THE BUILDING OFFICIAL AND TO THE REGISTERED DESIGNPROFESSIONAL IN RESPONSIBLE CHARGE PRIOR TO COMPLETION OF THAT PHASE OFWORK.5. A FINAL REPORT DOCUMENTING THE REQUIRED SPECIAL INSPECTIONS AND CORRECTIONOF ANY DISCREPANCIES NOTED IN THE INSPECTIONS SHALL BE SUBMITTED AT A POINT INTIME AGREED UPON BY THE PERMIT APPLICANT AND THE BUILDING OFFICIAL PRIOR TOTHE START OF WORK.CONTINUOUS AND PERIODIC INSPECTIONS:1. WHERE CONTINUOUS SPECIAL INSPECTION IS REQUIRED, THE SPECIAL INSPECTOR SHALLCONTINUOUSLY PROVIDE FULL-TIME VERIFICATION OF THE WORK.2. WHERE PERIODIC SPECIAL INSPECTION IS REQUIRED, THE SPECIAL INSPECTOR SHALLPROVIDE VERIFICATION THAT THE PERIODIC INSPECTION WAS PERFORMED.STATEMENT OF SPECIAL INSPECTIONSSTRUCTURAL SPECIAL INSPECTION 1GENERALSPECIAL INSPECTION PROGRAM - APPLIES TO ALL TABLESG006S 608407/28/2023663656/11/202406/12/2024Page 559 of 1523

BCVWD RECYCLED WATER GENERAL NOTES1-ALL WORK SHOWN ON THESE PLANS SHALL BE PERFORMED IN ACCORDANCE WITHTHE "DISTRICT STANDARDS FOR THE FURNISHING OF MATERIALS AND THECONSTRUCTION OF WATER RECYCLED WATER FACILITIES AND PREPARATION OFWATER SYSTEM PLANS", LATEST REVISION, AND THE ADOPTED ADDENDUMSTHERETO.2- WORK SHALL BE PERFORMED BY A CONTRACTOR LICENSED IN THE STATE OFCALIFORNIA, EXPERIENCED IN WATER UTILITY CONSTRUCTION.3- CONTRACTOR SHALL OBTAIN CONSTRUCTION PERMIT FROM THE DISTRICT AND PAY INSPECTION AND VALVE COVER DEPOSIT PRIOR TO CONSTRUCTION.4- UNLESS OTHERWISE INDICATED, ALL PIPE SHALL BE CEMENT MORTAR LINED DUCTILEIRON PIPE, MINIMUM PRESSURE CLASS 350, WITH PUSH-ON JOINTS. ALL DUCTILE IRONPIPE SHALL BE INSTALLED WITH PURPLE COLOR-CODED POLYETHYLENEENCASEMENT IN ACCORDANCE WITH AWWA C105 AND RECOMMENDATIONS FOR THEDUCTILE IRON PIPE RESEARCH ASSOCIATION (DIPRA). COLOR SHALL BE PANTONE 512.POLYETHYLENE MATERIAL SHALL BE 8-MIL LINEAR LOW-DENSITY (LLD) FILM.INSTALLATION METHOD SHALL BE IN ACCORDANCE WITH METHOD A PER AWWA C105.TRACER WIRE SHALL BE 14-GAUGE, INSULATED (BLUE COLOR) SOLID COPPER WIRE.POLYETHYLENE BAGS AND/OR WARNING TAPE SHALL HAVE THE WORDS "CAUTION -WATER RECLAMATION LINE" OR SIMILAR WORDING IN BLACK PRINTING. THE WARNINGTAPE SHALL BE CONTINUOUS ALONG THE ENTIRE PIPELINE AND LATERALS AND SHALLBE TAPED TO THE PIPELINE AT INTERVALS NOT TO EXCEED 10 FEET. ALL ABOVEGROUND APPURTENANCES SHALL BE COLOR CODED PURPLE, PANTONE 512 ANDMARKED/SIGNAGE INDICATION: "NON POTABLE WATER - DO NOT DRINK" OR SIMILARWORDING AND IDENTIFIED PER AWWA STANDARDS AND SECTION 116815 OF THECALIFORNIA HEALTH AND SAFETY CODE.5- FOR SEPARATION REQUIREMENTS BETWEEN WATER AND RECYCLED WATER, STORM DRAINS, AND SEWER LINES, SEE RIVERSIDE COUNTY STANDARD NO. 609 ANDCALIFORNIA CODE OF REGULATIONS, TITLE 22, SECTION 64572.6- THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA AT 811/800-227-2600 FOR LOCATION OF ALL UNDERGROUND UTILITIES,TWO WORKING DAYS PRIOR TO COMMENCING WORK.7- CONTRACTOR SHALL OBTAIN NECESSARY PERMITS FORM CITY OF BEAUMONT,AND/OR RIVERSIDE COUNTY, AS APPROPRIATE, PRIOR TO CONSTRUCTION.8- CONTRACTOR SHALL NOTIFY THE DISTRICT AT (951) 845-9581 TWO WORKING DAYSPRIOR TO COMMENCING WORK ON THE RECYCLED WATER UTILITY INSTALLATION.CONTRACTOR SHALL NOTIFY DISTRICT BY PRECEDING WEDNESDAY AT 4:00 PM PRIORTO WORKING DURING THE WEEKEND. CANCELLATIONS SHALL BE NOTIFIED TO THEDISTRICT BY PRECEDING FRIDAY AT 3:00 PM.9- NO EXISTING DISTRIBUTION SYSTEM VALVE SHALL BE OPERATED BY THECONTRACTOR. DISTRICT PERSONNEL WILL OPERATE ALL NECESSARY VALVES.10- NO DEVIATIONS FROM THESE PLANS SHALL BE PERMITTED WITHOUT THE APPROVALOF THE DISTRICT.11- EXISTING RECYCLED WATER MAINS SHALL NOT BE TAKEN OUT OF SERVICE FOR MORETHAN 4 HOURS. CONTRACTOR SHALL NOTIFY ALL WATER USERS AFFECTED BY THE SHUTDOWN A MINIMUM OF 48 HOURS PRIOR TO THE ACTUAL SHUTDOWN. INDICATETHE DATE AND PRECISE HOURS THAT THE MAIN WILL BE TAKEN OUT OF SERVICE.12- CONTRACTOR SHALL CONFORM TO THE STREET EXCAVATION REPLACEMENTSTANDARDS OF THE CITY OF BEAUMONT.13- CONTRACTOR SHALL RESTRAIN ALL MECHANICAL (ALL FITTINGS AND STRAIGHT PIPELENGTHS) JOINTS.14- ALL JOINTS TO BE RESTRAINED SHALL BE WITH U.S. PIPE "FIELD-LOK 350", MEGA LUGS(IF MECHANICAL JOINT).15- CONTRACTOR SHALL BEAR ALL COSTS FOR THE CORRECTION OR REMOVAL AND REPLACEMENT OF DEFECTIVE WORK, AND ALL ADDITIONAL DIRECT AND INDIRECTCOSTS THE CITY, COUNTY, OR DISTRICT MAY INCUR ON ACCOUNT OF DEFECTIVEWORK, INCLUDING THE COSTS OF ADDITIONAL ADMINISTRATIVE, PROFESSIONALCONSULTANT, INSPECTION, TESTING, AND OTHER SERVICES.16- ALL PIPE SHALL BE HYDRO TESTED, DISINFECTED AND APPROVED PRIOR TO FINAL CONNECTION TO EXISTING NON-POTABLE WATER LINES.17- ALL MATERIALS SHALL BE OF DOMESTIC ORIGIN AND NOT OF FOREIGN MANUFACTURE.18- ALL COPPER SERVICES SHALL BE INSTALLED WITH TAPE WRAP OR WITHPOLYETHYLENE ENCASEMENT PER GENERAL NOTE #4 (ABOVE)19- ENGINEER OF RECORD SHALL FURNISH TO THE DISTRICT ELECTRONIC FILES, INAUTOCAD FORMAT, THE SIGNED AND APPROVED "RECORD DRAWINGS" AND GISDIGITAL DATA DEFINITION TABLES, PER DISTRICT STANDARDS, PRIOR TO FINALACCEPTANCE OF WORK.20- CONTRACTOR SHALL FURNISH TO THE DISTRICT COPIES OF ALL SOIL COMPACTIONTEST REPORTS FOR THE INSTALLED NON-POTABLE WATER FACILITIES PRIOR TO FINALACCEPTANCE OF THE WORK.21- CONTRACTOR SHALL FURNISH TO THE DISTRICT INTERSECT TIE PLATES INACCORDANCE WITH DISTRICT STANDARD PLATE NO. D-2 FOR ALL VALVE LOCATIONSPRIOR TO FINAL ACCEPTANCE OF THE WORK.22- CONTRACTOR SHALL FURNISH DISTRICT WITH PROJECT SPECIFIC MATERIALS ANDCONSTRUCTION SUBMITTALS (IN PDF FORMAT) FOR REVIEW AND APPROVAL PRIOR TOCOMMENCING CONSTRUCTION.23- CONTRACTOR SHALL KEEP AND MAINTAIN AT THE JOBSITE (1) SET OF RECORDDRAWINGS. CONTRACTOR SHALL MARK ON DRAWINGS ALL CHANGES IN PROJECTCONDITIONS, LOCATIONS, CONFIGURATIONS, AND ANY DEVIATIONS WHICH MAY VARYFROM THE DRAWINGS. THESE MASTER RECORD DRAWINGS SHALL BE MAINTAINED UPTO DATE DURING THE PROGRESS OF WORK. RECORD DRAWINGS SHALL BEACCESSIBLE TO THE DISTRICT AT ALL TIMES DURING CONSTRUCTION AND A COPY OFSAID RECORD DRAWINGS SHALL BE DELIVERED TO THE DISTRICT UPON COMPLETIONOF THE WORK.GENERAL PIPING NOTES:1- NORTHING AND EASTING COORDINATES HAVE BEEN PROVIDED FOR ALL HORIZONTALPOINTS OF INFLECTION (HPI); HOWEVER, VERTICAL POINTS OF INFLECTION (VPI)BETWEEN THE HPIs HAVE NOT BEEN PROVIDED UNLESS INDICATED ON THE PIPINGPROFILES OR IN PIPING DETAILS. CONTRACTOR SHALL ADJUST AND PROVIDE THENECESSARY FITTINGS, AIR VALVES OR BLOW OFF AT NO ADDITIONAL COST TO THEOWNER.2- PIPE AND FITTINGS SHALL BE HANDLED SO AS TO PROTECT PIPE JOINTS, LINING, ANDCOATING, AND CAREFULLY BEDDED TO PROVIDE CONTINUOUS BEARING AND PREVENTSETTLEMENT. PIPE SHALL BE PROTECTED AGAINST FLOTATION AT ALL TIMES. OPENENDS SHALL BE SEALED AT ALL TIMES WHEN CONSTRUCTION IS NOT IN PROGRESS.3- ALL PIPELINES LESS THAN 16" DIA. SHALL BE INSTALLED WITH A MINIMUM OF 48" INCHESOF COVER AT THE FINISH GRADE OVER THE PIPE.4- PIPE JOINTS SHALL NOT BE PULLED AT ANY ANGLE GREATER THAN THE MAXIMUMANGLE RECOMMENDED BY THE MANUFACTURER.5- CONTRACTOR SHALL NOT BACKFILL ANY TRENCHES UNTIL HE HAS RECORDED ANDDOCUMENTED AS-BUILT INFORMATION ON ALL FITTINGS AND APPURTENANCES.6- FOR PIPE BEDDING REQUIREMENTS AND BACKFILL. REFER TO BCVWD STANDARDPLATES 6-1 AND 6-2.7- ALL EXISTING PIPING AND ELECTRICAL CONDUITS SHALL BE SUPPORTED IN PLACEDURING TRENCHING, OR EXCAVATION WORK BY THE CONTRACTOR. THE CONTRACTORSHALL NOT DISTURB THE LOCATIONS, ALIGNMENTS, AND ELEVATIONS OF THE EXISTINGPIPING AND CONCRETE ENCASED ELECTRICAL CONDUITS.8- UNLESS OTHERWISE INDICATED ON THE DRAWINGS, ALL PIPING SHALL HAVE A MINIMUMOF 12" VERTICAL CLEARANCE FROM THE NEAREST PIPELINE.9- ALL MECHANICAL FITTINGS SHALL BE RESTRAINED.10- INSTALL RESTRAINED JOINTS, MINIMUM TWO PIPE LENGTHS BEFORE AND AFTER ALLTEES, ELBOWS, AND CROSSES (HORIZONTAL AND VERTICAL)11- RECYCLED WATER MAIN SHALL BE MINIMUM PRESSURE CLASS 200 (CL 200) UNDERSEWER AND STORM DRAIN CROSSINGS. A 20-FOOT LENGTH OF DIP SHALL BECENTERED UNDER SEWER AND STORM DRAIN SUCH THAT NO WATER AND STEELSLEEVE MAIN JOINTS ARE WITHIN 10' OF THE OUTSIDE DIAMETER OF THE SEWER ORSTORM DRAIN.12- IF JOINTS CANNOT BE RESTRAINED BY OTHER MEANS, CONCRETE THRUST BLOCKSSHALL BE INSTALLED AT DEAD ENDS, TEES, ELBOWS, BENDS, CROSSES, BLOWOFFS,DRAINS, AND FIRE HYDRANTS SHOWN IN THE PLANS. THRUST BLOCKS SHALL BECONSTRUCTED PER BCVWD STANDARDS AND SHALL CONFORM TO THE DIMENSIONS INTHE DISTRICT STANDARD PLATES 11-1 AND 11-2. FOR PIPE SIZES NOT INCLUDED INDISTRICT STANDARD PLATES, REFER TO DETAIL C101/91C901 HEREIN.13- CURRENT INTERIM PRESSURE ZONE OF THE SYSTEM IS 2650 (HGL), THE DISTRICT WILLCONSTRUCT IN THE FUTURE A NON-POTABLE PRV WHICH WILL REGULATE THE MGLDOWN TO THE DESIGN HGL OF 2600.PROJECT ADDRESS:12940 POTRERO BLVD.BEAUMONT, CA. 92223PROPOSED SEQUENCE OF WORK FORCONNECTING TO EXISTING 24" RW WORKCONTRACTOR SHALL PROVIDE A FINAL SEQUENCE OF CONSTRUCTION FOR REVIEW ANDAPPROVAL BY THE BCVWD PRIOR TO START OF WORK. ALL OF CONSTRUCTION SHALL BEPERFORMED IN A MANNER WHICH MAINTAINS THE EXISTING PIPELINE IN SERVICE UNTILFINAL CONNECTION WORK IS PERFORMED:1- CONTRACTOR SHALL OVER-EXCAVATE AND RECOMPACT AREA WHERE EXISTING 24" LINE IS REMOVED.2- CONTRACTOR SHALL CUT INTO EXISTING 24" MAIN AND INSTALL A 24" x 4" TEE CONNECTION AT LOCATION NOTED IN PLANS (REFER TO DRAWING 01C202), AND TEST AND DISINFECT SAID CONNECTION (TESTING AND DISINFECTION SHALL BE IN ACCORDANCE WITH BCVWD REQUIREMENTS)3- SHUTDOWN OF EXISTING 24" WATER MAIN SHALL BE DONE BY BCVWD STAFF AND DURING A TIME OF LOW DEMAND AND SHALL BE SCHEDULED AND COORDINATED WITH BCVWD STAFF.4- CONTRACTOR SHALL COORDINATE WITH BCVWD STAFF TO SHUTDOWN EXISTING 24" MAIN, DE-ENERGIZE AND DRAIN, THEN MAKE CONNECTION BETWEEN NEW TEE AND EXISTING 24" MAIN.5- CONTRACTOR SHALL COORDINATE WITH BCVWD STAFF TO RE-ENERGIZE AND TEST ALL FINAL CONNECTIONS. BYMARKAPPR.DATEENGINEERCITYDESCRIPTIONR E V I S I O N SDESIGN BY:DRAWN BY:CHECKED BY:SCALE:DATE:JOB NUMBER:REVIEWED BY:STAFF ENGINEERRECOMMENDED BY:APPROVED BY:PRINCIPAL ENGINEERCITY ENGINEERCITY OF BEAUMONT, CALIFORNIAIMPROVEMENT PLANS FOR:FILE NO:S H E E TOF SHEETSCall 2 Working Days811Before You Dig!DATE:DATE:DATE:MESA LIFT STATION UPGRADEPUBLIC WORKS DEPARTMENT550 E. 6TH ST, BEAUMONT, CA 92223BPKRBJRLNONE03/03/202312/14/2022 C:\USERS\KENNETH.BAETZ\ACCDOCS\AQUA ENGINEERING\002201.C - BEAUMONT MESA LIFT STATION\PROJECT FILES\000 GENERAL\000-G007-SITE UTILITY NOTES.DWG E N G I N E E R I N G533 W 2600 S, SUITE 275, BOUNTIFUL, UT 84010PHONE (801) 299-1327 FAX (801) 299-0153GENERALG007PZ 2600APPROVED BY:MARK B. SWANSONDATE:DISTRICT ENGINEERRCE NO 72332BEAUMONT-CHERRY VALLEY WATER DISTRICTBEAUMONT, CASITE UTILITY NOTESAR 76103-31-202307/14/202307/28/202376307-28-2023656/11/202406/12/2024Page 560 of 1523

SUBMERSIBLE PUMPS:NO. OF PUMPS: 4TYPE:DRY PIT SUBMERSIBLESIZE: 177 HPDESIGN: 1751 GPM @ 228 FTGRINDER:NO. OF UNTS: 1TYPE:OPEN CHANNEL FLOW (WIPES-READY) PRE-FAB MANHOLESIZE: 5 + 1 HPDESIGN FLOW: 5,200 GPMEMERGENCY STORAGE BASIN:TYPE: CONCRETE WITH ALUMINUM COVERVOLUME: 265,000 GALLONSDESIGN LIQUID DEPTH: 6'-0" FEETDESIGN CRITERIA2428242724262425242424232422242124202419241824172416241524282427242624252424242324222421242024192418241724162415INV 2418.02INV 2417.98RIM ELEV2425.52RIM ELEV2425.44INV 2417.33RIM ELEV2427.41MANHOLE#4MANHOLE#3MANHOLE#2GRINDERMANHOLEINV 2417.32INV 2417.10INV 2417.00RIM ELEV2427.00RIM ELEV2426.46MANHOLE#1A=2425.85A: DESIGN FLOW WSELA=2425.69A=2425.48A=2425.32A=2424.93HYDRAULIC PROFILEINV 2416.64INV 2417.47INV 2418.11EMERGENCYSTORAGEBASINTOW ELEV2428.11LIFTSTATIONINV 2416.79TOC ELEV2426.30±A=2425.11A=2424.75= NEW STRUCTUREFLOW DIAGRAMMH #4MH #3MH #2GRINDERMHMH #130"30"30"30"30"30"MAX. STORAGEVOLUME265,000 GALLONSEMERGENCYSTORAGEBASINLIFTSTATION12" FM12" FMNEW RIM ELEV2427.00NEW RIM ELEV2427.00INV 2417.98WET WELLSTORAGE 30,000 GALINV 2416.78BYMARKAPPR.DATEENGINEERCITYDESCRIPTIONR E V I S I O N SDESIGN BY:DRAWN BY:CHECKED BY:SCALE:DATE:JOB NUMBER:REVIEWED BY:STAFF ENGINEERRECOMMENDED BY:APPROVED BY:PRINCIPAL ENGINEERCITY ENGINEERCITY OF BEAUMONT, CALIFORNIAIMPROVEMENT PLANS FOR:FILE NO:S H E E TOF SHEETSCall 2 Working Days811Before You Dig!DATE:DATE:DATE:MESA LIFT STATION UPGRADEPUBLIC WORKS DEPARTMENT550 E. 6TH ST, BEAUMONT, CA 92223BPKRBJRLNONE03/03/202312/14/2022 C:\USERS\KENNETH.BAETZ\ACCDOCS\AQUA ENGINEERING\002201.C - BEAUMONT MESA LIFT STATION\PROJECT FILES\000 GENERAL\000-G008-DESIGN CRITERIA AND FLOW.DWG E N G I N E E R I N G533 W 2600 S, SUITE 275, BOUNTIFUL, UT 84010PHONE (801) 299-1327 FAX (801) 299-0153GENERALG008DESIGN CRITERIA AND HYDRAULIC PROFILE03-31-202307/14/202307/28/20236586307-28-2023656/11/202406/12/2024Page 561 of 1523

Scale in Feet02040SCALE: 1"= 20'OVERALL DEMOLITION PLANMOTOR CONTROL CENTERRADIO ANTENNASTANDBY GENERATORODOR CONTROL SYSTEMUTILITY TRANSFORMERENTRANCEGATEMH #4MH #3MH #1MH #2REMOVE PORTION OF 15" SEWER LINE(REFER TO 01C202 FOR ADDITIONAL DETAILS)REFER TO 01G102 FORDEMOLITION/REMOVAL PLANEXISTINGWATERWAYREMOVE PORTION OF 30"Ø PIPE ASREQUIRED FOR INSTALLATIONOF GRINDER MANHOLECAP EXISTING 15"LINE AT MANHOLEREMOVEEXISTING CONCRETEWATER WAYGENERAL NOTES:1-REFER TO SECTION 011000 OF THE TECHNICAL SPECIFICATIONS FOR DEMOLITION AND CONSTRUCTION WORK PHASING.2-SIZE AND LOCATION OF EXISTING INFRASTRUCTURE ANDUNDERGROUND UTILITIES ARE BASED ON INFORMATION PROVIDED TO THE ENGINEER AND SHOULD NOT BE RELIEDUPON AS COMPLETE AND ACCURATE. THE CONTRACTOR SHALL FIELD VERIFY THIS INFORMATION PRIOR TO DEMOLITION/CONSTRUCTION.3-CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITYDURING CONSTRUCTION REFER TO SPECIFICATION SECTION011000 "SUMMARY OF WORK" FOR ADDITIONAL INFORMATION.EXISTINGCONCRETEAPRONEXISTING CMU WALLREMOVE PORTION OF EXISTING CMU WALL(REFER TO 01C201 FOR ADDITIONAL INFORMATION)LPLPKEY NOTES:EXISTING WALL IS A POST-TENSIONED "PROTO II" CMU WALL SYSTEM. CONTRACTOR SHALL COORDINATE WITH THE ENGINEER AND CMU WALL SUPPLIER TO DETERMINE THEFINAL EXTENTS OF WALL REMOVAL. REFER TO TECHNICALSPECIFICATIONS, APPENDIX A FOR ADDITIONAL INFORMATION.CONTRACTOR SHALL REMOVE EXISTING GRAVEL, EXPOSEDSUBGRADE SHALL BE SCARIFIED AND COMPACTED PRIOR TOINSTALLATION OF NEW GRAVEL MATERIAL.LP11220 1/2 1 DRAWING IS TO SCALE 1" = FULL SCALE
IF BAR MEASURES:
1/2" = HALF SCALE

ORIGINAL
CHECKEDDRAWNDESIGNDATENO.

DEMOLITION

OVERALL DEMOLITION PLAN
B 03/03/2023 BP KRB JRL
3/30/2023 C:\USERS\KENNETH.BAETZ\ACCDOCS\AQUA ENGINEERING\002201.C - BEAUMONT MESA LIFT STATION\PROJECT FILES\001 SITE CIVIL\101-01G101 - DEMO PLAN.DWG 03-31-202307/14/202307/28/202307-28-20239 of 65Page 562 of 1523

PHOTO #1SUPPLY FAN TO REMAINSUPPLY FAN TO REMAINEXHAUST FAN TO REMAINEXHAUST FANTO REMAINREMOVE EXISTING PIPINGScale in Feet048SCALE: 1/4"=1'-0"DEMOLITION PLANMH#3MH#2MH#1NOTES:1-SEE DRAWING 01G901 FOR PHOTO #1.2-UNLESS NOTED OTHERWISE, ALL EQUIPMENT AND MATERIALS SHALL BE DISPOSED BY THE CONTRACTOR LEGALLY AND IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL LAWS ANDREGULATIONS.KEY NOTES1REMOVE AND REPLACE EXISTING CONCRETE AS REQUIRED FOR PIPE REPLACEMENT.SALVAGE NOTED CHECK VALVES TO OWNER.SALVAGE AIR/VAC VALVES TO OWNER (TYP OF 6)11SEE DRAWING 01G103FOR DRY PIT REMOVALCORE EXISTING CONCRETE COVERFOR 6" VENT PIPING (TYP OF 2)REFER TO DRAWING 11M201 FORADDITIONAL DETAILS33223333230 1/2 1 DRAWING IS TO SCALE 1" = FULL SCALE
IF BAR MEASURES:
1/2" = HALF SCALE

ORIGINAL
CHECKEDDRAWNDESIGNDATENO.

DEMOLITION

UPPER LEVEL PLAN
B 03/03/2023 BP KRB JRL
3/28/2023 C:\USERS\KENNETH.BAETZ\ACCDOCS\AQUA ENGINEERING\002201.C - BEAUMONT MESA LIFT STATION\PROJECT FILES\002 STRUCTURES\11 INFLUENT PUMP STATION\001-01G102.DWG 03-31-202307/14/202307/28/202307-28-202310 of 65Page 563 of 1523

AIR INTAKE DUCTTO REMAINAIR INTAKE DUCTTO REMAINPHOTO #4PHOTO #2PHOTO #3PHOTO #6PHOTO #5NOTES:1-SEE DRAWING 01G901 AND 01G902 FOR PHOTOS.2-UNLESS NOTED OTHERWISE, ALL EQUIPMENT AND MATERIALS SHALL BE DISPOSED BY THE CONTRACTOR LEGALLY AND IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL LAWS ANDREGULATIONS.KEY NOTES1REMOVE EXISTING SUMP PUMPS AND PORTION OFASSOCIATING DISCHARGE PIPING (REFER TOPHOTO #4 ON DRAWING 01G902).REMOVE EXISTING GRATING.REMOVE EXISTING PUMPS (SALVAGE TO OWNER).REMOVE EXISTING DISCHARGE AND SUCTION PIPING, (TYP OF 4)(SUCTION PIPING SIZE VARIES)REMOVE EXISTING CONCRETE PEDESTALS (REMOVE FLUSH WITH EXISTING FLOOR).SCALE: 3/8"=1'-0"DEMOLITION PLANDRY PIT1234443434344244WET WELLDRY PITEXISTING SLUICEGATEEXISTING 30" DIP(INFLUENT)EXISTING VALVETO REMAIN, (TYP OF 4)0Scale in Feet2455555FROM MH #10 1/2 1 DRAWING IS TO SCALE 1" = FULL SCALE
IF BAR MEASURES:
1/2" = HALF SCALE

ORIGINAL
CHECKEDDRAWNDESIGNDATENO.

DENOLITION

DRY PIT / WET WELL PLAN
B 03/03/2023 BP KRB JRL
2/28/2023 C:\USERS\KENNETH.BAETZ\ACCDOCS\AQUA ENGINEERING\002201.C - BEAUMONT MESA LIFT STATION\PROJECT FILES\002 STRUCTURES\11 INFLUENT PUMP STATION\001-01G103.DWG 03-31-202307/14/202307/28/202307-28-202311 of 65Page 564 of 1523

EXHAUST AIR INTAKETO REMAINKEY NOTESREMOVE EXISTING PUMPS (SALVAGE TO OWNER).REMOVE EXISTING DISCHARGE AND SUCTION PIPING,(TYP OF 4)(SUCTION PIPING SIZE VARIES)REMOVE AND REPLACE EXISTING CONCRETE ASREQUIRED FOR PIPE REPLACEMENT.REMOVE EXISTING CONCRETE PEDESTAL (REMOVE FLUSH WITHEXISTING FLOOR).SALVAGE AIR/VAC VALVES TO OWNER, (TYP OF 6).SALVAGE NOTED CHECK VALVES TO OWNER.12212NOTES:1-UNLESS NOTED OTHERWISE, ALL EQUIPMENT AND MATERIALS SHALL BE DISPOSED BY THE CONTRACTOR LEGALLY AND IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL LAWS ANDREGULATIONS.34456NTSPHOTO 3NTSPHOTO 20 1/2 1 DRAWING IS TO SCALE 1" = FULL SCALE
IF BAR MEASURES:
1/2" = HALF SCALE

ORIGINAL
CHECKEDDRAWNDESIGNDATENO.

REVISIONS AQUA ENGINEERING LLC, © COPYRIGHT 2020 BOUNTIFUL, UTAHDRAWING NO.SHEETCITY OF BEAUMONT MESA LIFT STATION UPGRADEREMOVE EXISTING CONCRETEPIPE SUPPORTS AS NEEDED (TYP)SUPPLY FANTO REMAINSUPPLY FANTO REMAINEXHAUST FANSTO REMAINE N G I N E E R I N G533 W 2600 S, SUITE 275, BOUNTIFUL, UT 84010PHONE (801) 299-1327 FAX (801) 299-015301G901LIFT STATION

DEMOLITION
PHOTOS - 1
0 12/23/2022 BP KRB JRL
3/30/2023 C:\USERS\KENNETH.BAETZ\ACCDOCS\AQUA ENGINEERING\002201.C - BEAUMONT MESA LIFT STATION\PROJECT FILES\002 STRUCTURES\11 INFLUENT PUMP STATION\001-01G901.DWG 2222336655NTSPHOTO 103-31-202307/14/202307/28/202307-28-202312 of 65Page 565 of 1523

KEY NOTES1REMOVE EXISTING SUMP PUMPS AND PORTION OFASSOCIATED DISCHARGE PIPING.REMOVE EXISTING GRATING.REMOVE EXISTING PUMPS (SALVAGE TO OWNER).REMOVE EXISTING DISCHARGE AND SUCTION PIPING,(TYP OF 4, SUCTION PIPING SIZE VARIES)REMOVE EXISTING CONCRETE PEDESTAL (REMOVE FLUSH WITHEXISTING FLOOR).2341243344NOTES:1-UNLESS NOTED OTHERWISE, ALL EQUIPMENT AND MATERIALS SHALL BE DISPOSED BY THE CONTRACTOR LEGALLY AND IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL LAWS ANDREGULATIONS.VALVE TO REMAIN(TYP OF 4)550 1/2 1 DRAWING IS TO SCALE 1" = FULL SCALE
IF BAR MEASURES:
1/2" = HALF SCALE

ORIGINAL
CHECKEDDRAWNDESIGNDATENO.

DEMOLITION
PHOTOS - 2
0 12/23/2022 BP KRB JRL
3/28/2023 C:\USERS\KENNETH.BAETZ\ACCDOCS\AQUA ENGINEERING\002201.C - BEAUMONT MESA LIFT STATION\PROJECT FILES\002 STRUCTURES\11 INFLUENT PUMP STATION\001-01G901.DWG HOSE, UNIONS AND PIPE ABOVE TOREMAINNTSPHOTO 4NTSPHOTO 5NTSPHOTO 603-31-202307/14/202307/28/202307-28-202313 of 65Page 566 of 1523

SCALE: 1"=20'-0"SITE PLANScale in Feet020402424
2425
2 4
6 5
24242426
2 42
6 24
2 6
2425MH #2RIM=2427.41MH #1RIM:2426.46MH #3RIM=2425.69EMERGENCY STORAGE BASINREFER TO 10S201LIFT STATIONREFER TO 11M201MH #4RIM=2425.52STANDBY GENERATORODOR CONTROL SYSTEMMOTOR CONTROL CENTERRADIO ANTENNAUTILITY TRANSFORMERINSTALL NEW 6'ØGRINDER MANHOLESEE 01C902LPLPLPKEY NOTES:1INSTALL NEW PAVEMENT.AC=4"BASE= 5.0"2 ADJUST EXISTING RIM TO ELEVATION 2427.00.3 SAWCUT EXISTING ASPHALT AS REQUIRED FOR INSTALLATIONOF NEW PAVEMENT. MATCH EXISTING GRADE.4 INSTALL A 15' WIDE ANGULAR GRAVEL SWALE (D50 = 6").5 INSTALL NEW CONCRETE WATERWAY. REFER TO DETAIL6 INSTALL PIPE BOLLARDS. 7 INSTALL PROTO II WALL SYSTEM (8' HIGH), SPLIT FACE (MATCH EXISTING),REFER TO APPENDIX "A" OF TECHNICAL SPECIFICATIONS.8 INSTALL 4" OF 3/4" CRUSHED ROCK OVER COMPACTEDNATIVE SUBGRADE.9 REFER TO TECHNICAL SPECIFICATION 011000 "SUMMARY OF WORK"FOR REQUIRED ODOR CONTROL SYSTEM WORK.GENERAL NOTES:1-REFER TO DRAWING G003 FOR GENERAL PROJECT NOTES2-GRAVEL SWALE IS INSTALLED AS A TEMPORARY EROSION CONTROL MEASURE BASED ON INPUT FROM THE CITY.11 20.00'2426242524242423 2420241524102405240024302435244024452450245524602470 242524 2 06 6435 101102103104105106107108109110111112113201301302303MIN 12' CLEARANCER20.00'15.00'12340340240122740410.00'MIN10.00'MIN10.00' MIN10'MINPOTRERO BLVD.C10891C901C11591C901101C901C12091C901 898114115NOTE 2HORIZONTAL CONTROLPNT123101102103104105106107108109110111112113114115201301302303401402403404NORTHING2286786.632286787.892286519.892286614.102286554.252286594.222286574.222286594.222286574.222286594.222286574.222286594.222286574.222286594.232286574.222286719.542286721.612286717.482286696.032286647.822286749.912286724.712286709.642286760.582286760.582286746.35EASTING6329452.466329176.466329175.246329093.276329093.236329113.276329113.236329126.286329126.286329133.786329133.836329141.286329141.286329214.666329214.826329163.626329156.416329170.836329346.056329415.286329437.476329338.466329316.396329316.396329451.766329451.76ELEVATION2416.182419.572426.010.000.002423.152423.752423.002423.502422.752423.252423.002423.500.000.002422.002424.002423.752427.002428.112428.112428.110.000.000.000.00DESCRIPTIONPROPERTY CORNERPROPERTY CORNERPROPERTY CORNEREOA/PCEOA/PCEOA/PCEOA/PCEOAEOAEOC/FLEOC/FLEOAEOAEOC (EXISTING WATERWAY)EOC (EXISTING WATERWAY)GRAVEL SWALE INVERTEDGE OF GRAVELEDGE OF GRAVELMANHOLE RIMBASIN CORNER TOCBASIN CORNER TOCBASIN CORNER TOCPROTO II WALL SYSTEMPROTO II WALL SYSTEMPROTO II WALL SYSTEMPROTO II WALL SYSTEMMATCH EXISTINGMATCH EXISTINGMATCH EXISTINGMATCH EXISTING----0 1/2 1 DRAWING IS TO SCALE 1" = FULL SCALE
IF BAR MEASURES:
1/2" = HALF SCALE

ORIGINAL
CHECKEDDRAWNDESIGNDATENO.

SITE GRADING AND PAVING PLAN
B 03/03/2023 BP KRB JRL
6/29/2023 C:\USERS\PAIGE.LOGAN\DC\ACCDOCS\AQUA ENGINEERING\002201.C - BEAUMONT MESA LIFT STATION\PROJECT FILES\001 SITE CIVIL\011-01C201 - SITE PLAN.DWG 03-31-202307/14/202307/28/202307-28-202314 of 65Page 567 of 1523

HYHYHYHYHY
SCALE: 1"=20'-0"SITE PLANScale in Feet020402424
2425
2 4
6 5
24242426
2426
24 2
6 MH #2MH #1MH #330" SS (RCP)EMERGENCY STORAGE BASINREFER TO 10S201LIFT STATIONREFER TO 11M201MANHOLEMODIFICATIONSEE DETAIL30" SSMH #430" SS(RCP)30" SS(RCP)8" FM12" FM16" FM12" FM12" FM6" FA (2)STANDBY GENERATORODOR CONTROL SYSTEMMOTOR CONTROL CENTERRADIO ANTENNAUTILITY TRANSFORMERCAP EXISTING15" SSINSTALL NEW 6'ØGRINDER MANHOLESEE 01C904LPLPLPINV OUT = 2418.02INV IN = 2419.15INV OUT = 2417.98INV IN = 2417.98INV IN = 2417.33INV OUT = 2417.32INV IN = 2416.78INV OUT= 2416.64INV IN = 2417.47INV IN = 2416.79POST HYDRANT4" HDPE DR-11POST HYDRANT(TYP OF 4)4" BURIED GATEVALVE (NOTE )CONNECT TO EXISTING 24" RWLINE (REFER TO DETAIL )4" (DIP)CAPPEDLINETRANSITION TOHDPE DR-11SEE DETAILBURIED GATEVALVE (TYP)4" HDPE DR-11PIPE CONNECTIONSEE DETAIL12426242524242423 2420241524102405240024302435244024452450245524602470 2425BCVWD METER MANIFOLDAND BACKFLOW ASSEMBLY2501508509601602HV-0901HV-0902C12791C901501C903401C902301C902POST HYDRANT701C903HV-0903C12791C901701C903201C902HV-0908ME-0906601C90335.00'SIDEWALK7.00'LANDSCAPEGENERAL NOTES:1-REFER TO DRAWING G007 FOR GENERAL PROJECT NOTES AND BCVWD REQUIREMENTS2-REFER TO DETAIL 2/01C201 AND TABLE BELOW FOR BCVWDCONNECTION MATERIAL QUANTIITIES.KEY NOTES:1- REFER TO BCVWD PLATE 2 FOR INSTALLATION REQUIREMENTS. 2- CLASS 350 DIP3- ALL NON-METALLIC PIPE SHALL BE MARKED IN ACCORDANCE WITH SECTION 400500 OF TECHNICAL SPECIFICATIONS. 4- BACKFLOW PREVENTER CAGE - GUARDSHACK BPDI MODEL BP 3.3 (10"x 30"x 30"), LIFT-OFF MODEL, LOCKABLE, OR EQUAL5- MANHOLE REHABILITATION, REFER TO DRAWINGS 01C905 AND 01C906 FOR ADDITIONAL DETAILS. YARD PIPING COORDINATESPNT501508509601602NORTHING2286546.192286670.482286754.912286548.112286544.11EASTING6329148.366329385.566329446.076329164.376329169.37DESCRIPTIONCONNECTION TO EXISTING 24" RECYCLED WATER PIPE4" HDPE TEE4" HDPE 90° BENDTOP OF CONCRETE (2426.00±)TOP OF CONCRETE (2426.00±) 75.00'POTRERO BLVD1.00' MINFITTING SCHEDULE:ITEM NODESCRIPTIONQUANTITYUNIT24" MEGALUG RESTRAINT4EA24" MJ SLEEVE2EA24" SPOOL (FLG x PE)8LF24" x 4" TEE (FLG)1EA4" GATE VALVE (FLG x FLG)1EA4" FLANGE COUPLING ADAPTER (FLGxMJ)5EA4" MEGALUG RESTRAINT3EA4" DIP (CLASS 350)15LF4" CAP (MJ)2EA4" TEE (FLG)1EA2" SERVICE TAP2EA2" COPPER SERVICE LINE40LF2" METER (BCVWD)2EA2" GATE VALVE2EAMETER BOX2EA2" RPP BACKFLOW PREVENTION2EABACKFLOW PREVENTION COVER - SEE KEY NOTE 42EA1234567891011121314161715CAPPED LINE 5555 PZ 2600APPROVED BY:MARK B. SWANSONDATE:DISTRICT ENGINEERRCE NO 72332BEAUMONT-CHERRY VALLEY WATER DISTRICTBEAUMONT, CA0 1/2 1 DRAWING IS TO SCALE 1" = FULL SCALE
IF BAR MEASURES:
1/2" = HALF SCALE

ORIGINAL
CHECKEDDRAWNDESIGNDATENO.

YARD PIPING PLAN
B 07/28/2023 BP KRB JRL
9/11/2023 C:\USERS\KENNETH.BAETZ\DC\ACCDOCS\AQUA ENGINEERING\002201.C - BEAUMONT MESA LIFT STATION\PROJECT FILES\001 SITE CIVIL\011-01C202 - YARD PIPING PLAN.DWG AR 761
03-31-202307/14/202307/28/2023Page 568 of 1523

1/2"=1'-0"DETAILScale in Feet024FL15'-0"20'-0"ASPHALT (TYP)-A4' CROSS GUTTERCONCRETE (TYP)1/2"=1'-0"SECTIONScale in Feet0244'-0"5'-6"5'-6"ROADWAY SECTIONSLOPESLOPE5" BASE COURSE OVER SUBGRADEPER DETAILS C108 AND C114(REFER TO DRAWING 91C901)4' CROSS GUTTERCJ6"4' CROSS GUTTER#4 BAR @ 12" OC EW(TYP)C10891C901C11491C901101C201A-0 1/2 1 DRAWING IS TO SCALE 1" = FULL SCALE
IF BAR MEASURES:
1/2" = HALF SCALE

ORIGINAL
CHECKEDDRAWNDESIGNDATENO.

SITE DETAIL
B 03/03/2023 BP KRB JRL
3/29/2023 C:\USERS\KENNETH.BAETZ\ACCDOCS\AQUA ENGINEERING\002201.C - BEAUMONT MESA LIFT STATION\PROJECT FILES\001 SITE CIVIL\011-01C901 - DETAIL.DWG 03-31-202307/14/202307/28/202307-28-202316 of 65Page 569 of 1523

1/2"=1'-0"

TRANSITION
4" DIP 4" HDPE DR-11
EBAA, SERIES 3800

RESTRAINING COUPLER,

OR EQUAL (WITH

STIFFENING INSERT)

DIP TO HDPE
Scale in Feet
0 2 4
1/2"=1'-0"
DETAIL
Scale in Feet
0 2 4
1/2"=1'-0"
DETAIL
Scale in Feet
0 2 4
NOTES:
1-CONTRACTOR SHALL VERIFY LOCATION AND CONDITION OF EXISTING PIPE PRIOR TO INSTALLATION. NOTIFY ENGINEER OF ANY DISCREPANCIES.
2-ALL MJ SHALL BE FULLY RESTRAINED WITH EBAA MEGALUG SERIES 1100 W/ FIELD-LOCK 350 GASKETS OR BCVWD APPROVED EQUAL.
3-REMOVE PORTION OF EXISTING PIPE AS REQUIRED FOR INSTALLATION OF NEW TEE. 4-BACKFILL PER BCVWD SPECIFICATION 3-03 AND PLATE 6-01. 5-REFER TO BCVWD PLATE 2 FOR INSTALLATION REQUIREMENTS. 6-REFER TO FITTING SCHEDULE ON SHEET 01C202.

1/2"=1'-0"

SECTION
Scale in Feet
0 2 4

PIPE BACKFILL
(SEE NOTE 4)

EXISTING PIPE
INV 2417.00 ±
(SEE NOTE 1)
NOTE:
1-ALL MJ SHALL BE FULLY RESTRAINED WITH EBAA MEGALUG SERIES 1100. 2-CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS WITH REDUCED PRESSURE ASSEMBLY FOR PROPER STUB UP LOCATIONS.
3-REFER TO FITTING SCHEDULE ON SHEET 01C202.
17" x 30" METER BOX
(REFER TO BCVWD
PLATE 12)
4" DIP
4" DIP

TO SITEFROM WATER MAIN
2 01C202
B
-
4 01C202
3 01C202
WILKINS MODEL 975XL2

REDUCED PRESSURE

PRINCIPLE ASSEMBLY

TRANSITION
6" SLAB C122
91C901
(SIM)
2" GATE
VALVE

EDGE OF FUTURE

SIDEWALKTOP OF CURB
(FUTURE)
6'-6"5'-0"FLOOR PIPE SLEEVE
(TYP)
S127
93S903
1'-0" MIN

REFER TO YARD PIPING

PLAN FOR CONTINUATION
EXISTING 24"

RW (DIP)
SEE NOTE 3
EXISTING 24"
RW (DIP)4'-0"4'-0"-
B
6" MIN6" MINREFER TO YARD PIPING

PLAN FOR CONTINUATION
4" DIP
4 2
1 1
7 3
3 1
1 2
5 6 8
THRUST BLOCK C101
91C901
THRUST BLOCK C101
91C901
8 8
8 6
7 10
SEE NOTE 1
6 7
9 9
1312
11 15 14
16 17
12 8
15 1412
SEE NOTE 1
13 17

BCVWD CONNECTION
BCVWD 2" SERVICE, TYP
(REFER TO BCVWD PLATE 6-4)

FUTURE LANDSCAPE AREA

FUTURE SIDEWALK
SEE NOTE 1
SEE NOTE 1
SEE NOTE 5
5 SEE NOTE 5
6 7
8 4" DIP
PZ 2600
APPROVED BY:

MARK B. SWANSON
DATE:

DISTRICT ENGINEER
RCE NO 72332

BEAUMONT-CHERRY VALLEY WATER DISTRICT
BEAUMONT, CA 01/21DRAWING IS TO SCALE1" = FULL SCALEIF BAR MEASURES:1/2" = HALF SCALEORIGINALCHECKEDDRAWNDESIGNDATENO. REVISIONS AQUA ENGINEERING LLC, © COPYRIGHT 2020 BOUNTIFUL, UTAH DRAWING NO.

SHEETCITY OF BEAUMONTMESA LIFT STATION UPGRADEE N G I N E E R I N G 533 W 2600 S, SUITE 275, BOUNTIFUL, UT 84010
PHONE (801) 299-1327 FAX (801) 299-0153
01C902CIVIL YARD PIPING DETAILS - 1B03/03/2023BPKRBJRL6/3/2024C:\USERS\KENNETH.BAETZ\DC\ACCDOCS\AQUA ENGINEERING\002201.C - BEAUMONT MESA LIFT STATION\PROJECT FILES\001 SITE CIVIL\011-01C902 - DETAILS.DWGAR 76103-31-202307/14/202307/28/2023

Page 570 of 1523 ends

1/2"=1'-0"PIPE CONNECTIONEXISTING 2" NPW4" HDPE DR-114" HDPE TEEHV-0901 4" HDPE TO PVCTRANSITION COUPLER4" SCH 80 PVC TEE4" SCH 80 PVCREMOVE EXISTING PIPING(AS NEEDED) AND INSTALL 4" TEEBURIED GATE VALVE1/2"=1'-0"MANHOLE #1EXISTING 72"Ø MH #1REMOVE EXISTINGBENCH AS REQUIREDFOR INSTALLATIONOF NEW PIPE30" DIPTO AND FROMEQ BASINTO LIFT STATIONINFLUENTEXISTING 30" RCPEXISTING 30" RCP135°±RIM ELEV = 2426.46TO AND FROMEQ BASININFLUENT30" DIPREMOVE EXISTINGBENCH AS REQUIREDFOR INSTALLATIONOF NEW PIPEEXISTING30" RCPFF ELEV =2416.50 ±INV ELEV =2417.48CORE DRILL EXISTINGCONCRETE MANHOLEAND INSTALL WATERSTOPRING OR BOOT36" COVEREXISTING 72"Ø MH #1Scale in Feet024Scale in Feet024PLAN4" HDPEHV-0904HV-09073" DIPSTORAGE BASINWALLME-0902ME-09053" HDPE TO DIPTRANSITION4"4"x3" HDPE TEEBURIED GATE VALVEHV-0904HV-09073" DIP3" HDPE TO DIPTRANSITION3" DIPSTORAGEBASIN WALLME-0902ME-0905(NOTE 1)3" DIP SLEEVE3" DIP SLEEVEBURIED GATEVALVE1/2"=1'-0"POST HYDRANTScale in Feet024PLANNOTES:1-FULLY RESTRAIN ALL MJ FITTINGS.FLOOR PIPE SLEEVECONCRETE LANDING2'-0"4'-0"C12791C901HV-0902C12791C901THRUTHRUTHRUTHRUS12793S903C12291C901C12791C9013'-0" MIN
COVER 501C202D-601C202SECTION701C202C-C-SECTIOND-4"x 2" SCH 80 PVCREDUCER (TYP)MJ RESTRAINTS(TYP, MEGALUG OR EQUAL)0 1/2 1 DRAWING IS TO SCALE 1" = FULL SCALE
IF BAR MEASURES:
1/2" = HALF SCALE

ORIGINAL
CHECKEDDRAWNDESIGNDATENO.

REVISIONS AQUA ENGINEERING LLC, © COPYRIGHT 2020 BOUNTIFUL, UTAHDRAWING NO.SHEETCITY OF BEAUMONT MESA LIFT STATION UPGRADEE N G I N E E R I N G533 W 2600 S, SUITE 275, BOUNTIFUL, UT 84010PHONE (801) 299-1327 FAX (801) 299-015301C903CIVIL YARD PIPING DETAILS - 2
B 03/03/2023 BP KRB JRL
4/21/2023 C:\USERS\KENNETH.BAETZ\ACCDOCS\AQUA ENGINEERING\002201.C - BEAUMONT MESA LIFT STATION\PROJECT FILES\001 SITE CIVIL\011-01C902 - DETAILS.DWG 03-31-202307/14/202307/28/202307-28-202318 of 65Page 571 of 1523

1/2"=1'-0"PLAN1/2"=1'-0"SECTION8'-0"~5'-0"FGRIM ELEV2427.00±FGRIM ELEV2427.00±FLOW6' Ø PRE-FABRICATEDMANHOLE6' Ø PRE-FABRICATEDMANHOLEEXISTING 30"ØPIPEEXISTING 30"ØPIPE1221NEOPRENE BOOT WITH STAINLESS STEEL BANDS(SUPPLIED WITH GRINDER MANHOLE).48" PRECAST MANHOLE RING WITH MANHOLE COVER(H-20 RATED) (COORDINATE FINAL SIZE WITH GRINDERMANUFACTURER).1/2"Ø 316 SS ANCHOR BOLTS (CONTRACTOR FURNISHED).RETRIEVAL CHAIN LENGTH.2INV ELEV = 2417.10INV ELEV = 2417.00ME-10201ME-1020133(TYP)3(TYP)1'-0" 1'-0"13" CLR#5 @ 12" OC EW T&B3" CLR
#5 @ 12" OC EW T&B4KEY NOTES:41/2"=1'-0"SECTIONScale in Feet024Scale in Feet024Scale in Feet024E-F-7'-6"E-F-7'-6"3(TYP)EXISTING 30"ØPIPEFLOW1CAST-IN-PLACECONCRETEBASE6' Ø PRE-FABRICATEDMANHOLE (ID)2FLOW 8'-0"~5'-0"EXISTING 30"ØPIPE0 1/2 1 DRAWING IS TO SCALE 1" = FULL SCALE
IF BAR MEASURES:
1/2" = HALF SCALE

ORIGINAL
CHECKEDDRAWNDESIGNDATENO.

GRINDER MANHOLE
B 03/03/2023 BP KRB JRL
4/18/2023 C:\USERS\KENNETH.BAETZ\ACCDOCS\AQUA ENGINEERING\002201.C - BEAUMONT MESA LIFT STATION\PROJECT FILES\001 SITE CIVIL\011-01C904 - GRINDER MH.DWG 03-31-202307/14/202307/28/202307-28-202319 of 65Page 572 of 1523

NTSPHOTO MANHOLE #1 LIDNTSPHOTO MANHOLE #1 INTERIORNTSPHOTO MANHOLE #2 LIDNTSPHOTO MANHOLE #2 INTERIORNOTES:1-MANHOLE PHOTOS REPRESENT CONDITIONS AS OFJUNE, 2023.2-MANHOLE REHABILITATION CONTRACTOR SHALL SURVEYAND INSPECT ALL MANHOLES PRIOR TO BIDDING.3-REFER TO TECHNICAL SPECIFICATION 011000 - SUMMARY OFWORK FOR PROJECT SEQUENCING AND CONSTRUCTION LIMITATIONS.4-ANY REQUIRED BYPASS PUMPING SHALL BE COMPLETED INACCORDANCE WITH TECHNICAL SPECIFICATION 020960 - TEMPORARY BYPASS PUMPING SYSTEM.1MANHOLE REHABILITATION PER REQUIREMENTS OFTECHNICAL SPECIFICATION 330130 - MANHOLEREHABILITATION.KEY NOTES:110 1/2 1 DRAWING IS TO SCALE 1" = FULL SCALE
IF BAR MEASURES:
1/2" = HALF SCALE

ORIGINAL
CHECKEDDRAWNDESIGNDATENO.

REVISIONS AQUA ENGINEERING LLC, © COPYRIGHT 2020 BOUNTIFUL, UTAHDRAWING NO.SHEETCITY OF BEAUMONT MESA LIFT STATION UPGRADEE N G I N E E R I N G533 W 2600 S, SUITE 275, BOUNTIFUL, UT 84010PHONE (801) 299-1327 FAX (801) 299-015301C905CIVIL MANHOLE #1, #2 REHABILITATION PHOTOS
B 07/28/2023 BP KRB JRL
9/7/2023 C:\USERS\KENNETH.BAETZ\DC\ACCDOCS\AQUA ENGINEERING\002201.C - BEAUMONT MESA LIFT STATION\PROJECT FILES\001 SITE CIVIL\011-01C905 - C906 - HM REHABIT PHOTOS.DWG 03-31-202307/14/202307/28/202320 of 65Page 573 of 1523

NTSPHOTO MANHOLE #3 LIDNTSPHOTO MANHOLE #3 INTERIORNTSPHOTO MANHOLE #4 LIDNTSPHOTO MANHOLE #4 INTERIORNOTES:1-MANHOLE PHOTOS REPRESENT CONDITIONS AS OFJUNE, 2023.2-MANHOLE REHABILITATION CONTRACTOR SHALL SURVEYAND INSPECT ALL MANHOLES PRIOR TO BIDDING.3-REFER TO TECHNICAL SPECIFICATION 011000 - SUMMARY OFWORK FOR PROJECT SEQUENCING AND CONSTRUCTION LIMITATIONS.4-ANY REQUIRED BYPASS PUMPING SHALL BE COMPLETED INACCORDANCE WITH TECHNICAL SPECIFICATION 020960 - TEMPORARY BYPASS PUMPING SYSTEM.1MANHOLE REHABILITATION PER REQUIREMENTS OFTECHNICAL SPECIFICATION 330130 - MANHOLEREHABILITATION.KEY NOTES:110 1/2 1 DRAWING IS TO SCALE 1" = FULL SCALE
IF BAR MEASURES:
1/2" = HALF SCALE

ORIGINAL
CHECKEDDRAWNDESIGNDATENO.

REVISIONS AQUA ENGINEERING LLC, © COPYRIGHT 2020 BOUNTIFUL, UTAHDRAWING NO.SHEETCITY OF BEAUMONT MESA LIFT STATION UPGRADEE N G I N E E R I N G533 W 2600 S, SUITE 275, BOUNTIFUL, UT 84010PHONE (801) 299-1327 FAX (801) 299-015301C906CIVIL MANHOLE #3, #4 REHABILITATION PHOTOS
B 07/28/2023 BP KRB JRL
9/7/2023 C:\USERS\KENNETH.BAETZ\DC\ACCDOCS\AQUA ENGINEERING\002201.C - BEAUMONT MESA LIFT STATION\PROJECT FILES\001 SITE CIVIL\011-01C905 - C906 - HM REHABIT PHOTOS.DWG 03-31-202307/14/202307/28/202321 of 65Page 574 of 1523

SCALE: 3/16"=1'-0"PLAN34'-0"
34'-0"INTERNAL WIDTH = 106'-0"7
2 '
-
5 3
/
4 "72'-5 3/4"1'-4"SLOPE @ 2% (TYP)SLOPE @ 2% (TYP)51'-0"51'-0"4'-0"88'-2"108'-8"1'-4"1'-4"54'-4"10S401 A 1'-4"1'
-
4 "
1'-4"30" DIP0Scale in Feet4865'-0"20'-6"
1'-6"TYP1'-6"TYP1'-4"1'-6"TYP22'-4"21'-0"22'-0"21'-0"22'-4"23'-4"22'-0"21'-0" 4'-0"26'-0"4'-0"4'-0"EQ EQ
EQ
4'
-
0 "SLOPE @ 2%SLOPE @ 2%SLOPE @ 2%SLOPE @ 2%B10S401SLOPES LO
P
ETOC ELEV 2420.06TOC ELEV 2418.36TOC ELEV 2419.38TOC ELEV 2418.36CHANNEL INVERT ELEV 2418.11#7@12” O.C. EW EF,TYPTOC ELEV 2420.06TOC ELEV 2419.38TOC ELEV 2419.66TOC ELEV 2419.66CHANNEL INVERTELEV 2419.41TOC ELEV 2420.073" DEEP CHANNELWALL JOINTSEE DETAIL (TYP)310S901WALL JOINTSEE DETAIL (TYP)510S901WALL JOINTSEE DETAIL410S901TOC ELEV 2419.04TOC ELEV 2419.04WALL CONSTRUCTION JOINTSEE DETAIL (TYP)30393S901CONSTRUCTION JOINTSSEE DETAIL (TYP)30393S901NOT A JOINTE N G I N E E R I N G533 W 2600 S, SUITE 275, BOUNTIFUL, UT 84010PHONE (801) 299-1327 FAX (801) 299-015310S201EMERGENCY STORAGE BASIN

STRUCTURAL - PLAN
B 07-28-2023 CN SML EN
7/19/2023 C:\USERS\SMLEE\ONEDRIVE - KLEINFELDER\KLEINFELDER\STRUCTURAL GROUP (KLF-SAN DIEGO DWNTN) TEAM - CAD\103-10S201.DWG KLEINFELDERBright people, Right Solutions.0 1/2 1 DRAWING IS TO SCALE 1" = FULL SCALE
IF BAR MEASURES:
1/2" = HALF SCALE

ORIGINAL
CHECKEDDRAWNDESIGNDATENO.

MESA LIFT STATION UPGRADE
S 608407/28/202322 of 65Page 575 of 1523

±18'-0"±24'-0"51'-11"SCALE: 3/16"=1'-0"COVER PLAN88'-2"108'-8"ACCESS HATCH3'-0"x 6'-0"(TYP OF 15)18'-9"±26'-1"6'-0"(TYP)6" ALUMINUM INTERLOCKINGDECK PANEL6" ROOF VENT6" ROOF VENT6" ROOF VENTSEE MECHANICAL DRAWINGSPRIMARY COVER TRUSS0Scale in Feet48NOTES:1-ALUMINUM COVER DESIGN SHALL BE A DEFERREDSUBMITTAL AND SHALL BE IN ACCORDANCE WITHSPECIFICATION SECTION 461500.2-DIMENSIONS AND DETAILS OF THE COVER SHOWN ARE PROVIDED AS GUIDANCE ONLY. ACTUAL COVER LAYOUT, DIMENSION AND CONSTRUCTION DETAILS SHALL BE PREPAREDBY THE COVER MANUFACTURER.4'-3"±10" MIN(TYP)B10S401D10S402 E
10S402
F
10S402
1'-4"1'-4"1'-4"51'-11"4'-10"52'-5 1/16"35'-8 15/16"6" ROOF VENTA 10S401
0 1/2 1 DRAWING IS TO SCALE
1" = FULL SCALE
IF BAR MEASURES:
1/2" = HALF SCALE

ORIGINAL
CHECKEDDRAWNDESIGNDATENO.

STRUCTURAL COVER PLAN
B 03/03/2023 BP KRB JRL
2/28/2023 C:\USERS\KENNETH.BAETZ\ACCDOCS\AQUA ENGINEERING\002201.C - BEAUMONT MESA LIFT STATION\PROJECT FILES\002 STRUCTURES\10 EQ BASIN\103-10S202 - COVER PLAN.DWG 03-31-202307/14/202307/28/202307-28-202323 of 65Page 576 of 1523

MAX WS ELEV 2425.11 ±TOW ELEV 2428.11SLOPE 2%SLOPE 2%TOW ELEV 2428.11SLOPE 2%30" DIP WALL PIPESLOPE 2%30" DIP WALL PIPE18" THK MAT SLAB WITH#7 @ 12" O.C. EW T&B,TYPSCALE: 3/8"=1'-0"SECTIONA10S2010Scale in Feet24SCALE: 3/8"=1'-0"SECTIONB10S2010Scale in Feet24TOC ELEV 2420.07ALUMINUM TRUSS COVER PERMANUFACTURERALUMINUM TRUSS COVER PERMANUFACTURERTOC ELEV 2420.06TOC ELEV 2420.06FTG AT WALL/PIPECONNECTION110S901CHANNEL INVERTELEV 2419.41INV ELEV 2418.11TOC ELEV 2419.66LAP, TYPLAP, TYP1'-6"1'-6"TYP1'-6"TYPA-1'-6"TYPFOR INFO NOT SHOWN SEEC10S402ALUMINUM TRUSS PER1'-6"30493S901WATERSTOP PER , TYP3"#7 @ 12" O.C.#7 @ 12" O.C.TYP WALL TO FTGSEE DETAIL (TYP)30693S901FINISHEDGRADEPER CIVILFINISHEDGRADEPER CIVIL1'-6"TYP WALL TO FTGSEE DETAIL (TYP)30693S901TYP WALL TO FTGSEE DETAIL (TYP)30693S901LAP, TYPE N G I N E E R I N G533 W 2600 S, SUITE 275, BOUNTIFUL, UT 84010PHONE (801) 299-1327 FAX (801) 299-015310S401EMERGENCY STORAGE BASIN

STRUCTURAL SECTIONS
B 07-28-2023 CN SML EN
7/19/2023 C:\USERS\SMLEE\ONEDRIVE - KLEINFELDER\KLEINFELDER\STRUCTURAL GROUP (KLF-SAN DIEGO DWNTN) TEAM - CAD\103-10S401.DWG KLEINFELDERBright people, Right Solutions.0 1/2 1 DRAWING IS TO SCALE 1" = FULL SCALE
IF BAR MEASURES:
1/2" = HALF SCALE

ORIGINAL
CHECKEDDRAWNDESIGNDATENO.

NTSSECTION6" ALUMINUMINTERLOCKINGCONTINUOUSGEAR HINGE6" ALUMINUMINTERLOCKINGDECK SLAT6" ALUMINUMINTERLOCKINGUPPER PANELEND DECK SLAT6" ALUMINUMINTERLOCKINGLOWER PANELEND DECK SLATAA CHANNELALUMINUM ANGLEADHESIVE ANCHOR W/ SS NUTS &FLAT WASHER(EMBEDMENT PER MFGRECOMMENDATIONS)1/4" UHMW316 SS PLATEBOLT W/SS FLAT WASHERS AND NUT (4) PLACESSCALE: NTSTRUSS SECTIONCONC WALLD10S202E10S202NTSSECTION6" ALUMINUMINTERLOCKINGUPPER PANELEND DECK SLAT6" ALUMINUMINTERLOCKINGDECK SLAT6" ALUMINUM INTERLOCKINGLOWER PANEL ENDDECK SLATF10S202AA CHANNELALUMINUMBEAM TUBEALUMINUMANGLE (TYP)2" ALUMINUM INTERLOCKINGHANDLE FLASHING W/THICK INTERLOCKINGSANTOPRENE CHEVRON SEAL6" ALUMINUM INTERLOCKINGDECK SLATSCALE: NTSTRUSS SECTIONALUMINUMC10S401NOTES:1-THE DIMENSIONS, MATERIALS OF CONSTRUCTION, AND DETAILS OF THECOVER SHOWN ARE PROVIDED AS GUIDANCE ONLY.2-ALUMINUM COVER DESIGN SHALL BE A DEFERRED SUBMITTAL.0 1/2 1 DRAWING IS TO SCALE 1" = FULL SCALE
IF BAR MEASURES:
1/2" = HALF SCALE

ORIGINAL
CHECKEDDRAWNDESIGNDATENO.

STRUCTURAL SECTIONS
B 03/03/2023 BP KRB JRL
3/1/2023 C:\USERS\KENNETH.BAETZ\ACCDOCS\AQUA ENGINEERING\002201.C - BEAUMONT MESA LIFT STATION\PROJECT FILES\002 STRUCTURES\10 EQ BASIN\103-10S401.DWG 03-31-202307/14/202307/28/202307-28-202325 of 65Page 578 of 1523

DROP CONSTRUCTION JOINT AT 45°SLOPE AS REQ'D AROUND PIPEPENETRATIONPIPE PER MECHDROP WATERSTOP AT 45°SLOPE AS REQ'D AROUNDPIPE PENETRATIONSLAB PER PLANLAP, TYPPIPE OD℄ SYMMETRICAL ABOUT#7 @12"O.C.PIPE WALL FLANGEWATERSTOP11'-0"MIN3 1/2"2" CLRMIN12 -21'-0"LAP, TYP#7 @12"O.C.#7 @12"O.C. T&B1'-6"9"130993S902SEE30993S902SEECONSTRUCTION JOINT4' -
0 "
,

T
Y
P
L
A
P
,

T
Y
P
LAP, TYPCONC WALL, TYPSTD HOOK, TYPWALL CONSTRUCTION JOINTSEE DETAIL (TYP)30393S9013 0 9
9 3
S
9 0
2 S
E
E
30993S902SEECONC WALL, TYPSTD HOOK, TYPLAP, TYP4'-0", TYP30993S902SEEWALL CONSTRUCTION JOINTSEE DETAIL (TYP)30393S901CONC WALL, TYPSTD HOOK, TYPLAP, TYP4'-0"4'-0"LAP, TYPWALL CONSTRUCTION JOINTSEE DETAIL (TYP)30393S90130993S902SEE30993S902SEE SCALE: 1" = 1'-0"Scale in Feet012110S401FTG AT WALL/PIPE CONNECTIONSCALE: 1" = 1'-0"Scale in Feet0122-FTG AT WALL/PIPE CONNECTIONE N G I N E E R I N G533 W 2600 S, SUITE 275, BOUNTIFUL, UT 84010PHONE (801) 299-1327 FAX (801) 299-015310S901EMERGENCY STORAGE BASIN

STRUCTURAL DETAILS
B 07-28-2023 CN SML EN
7/19/2023 C:\USERS\SMLEE\ONEDRIVE - KLEINFELDER\KLEINFELDER\STRUCTURAL GROUP (KLF-SAN DIEGO DWNTN) TEAM - CAD\103-10S901.DWG KLEINFELDERBright people, Right Solutions.0 1/2 1 DRAWING IS TO SCALE 1" = FULL SCALE
IF BAR MEASURES:
1/2" = HALF SCALE

ORIGINAL
CHECKEDDRAWNDESIGNDATENO.

REVISIONS AQUA ENGINEERING LLC, © COPYRIGHT 2020 BOUNTIFUL, UTAHDRAWING NO.SHEETCITY OF BEAUMONT MESA LIFT STATION UPGRADE310S201WALL JOINTSCALE: 1/2"=1'-0"Scale in Feet024510S201WALL JOINTSCALE: 1/2"=1'-0"Scale in Feet024NOTE: VERTICAL BARS NOT SHOWN FOR CLARITY.NOTE: VERTICAL BARS NOT SHOWN FOR CLARITY.NOTE: VERTICAL BARS NOT SHOWN FOR CLARITY.410S201WALL JOINTSCALE: 1/2"=1'-0"Scale in Feet024S 608407/28/202326 of 65Page 579 of 1523

SCALE: 3/16"=1'-0"PLAN10M401
A
0Scale in Feet481330" DIP2POST HYDRANT (TYP)701C9034" HDPE4" HDPEDR-11 (NPW)PIPE SCHEDULENO. DESCRIPTION SIZE JOINT MATERIAL1WALL PIPE30"MJxPEDIP2SPOOL30"PEDIP345° BEND30"MJDIPSEE YARD PIPING DRAWINGFOR PIPE CONTINUATIONALUMINUM COVERALUMINUMCOVERME-0904HV-0904SIGN POSTWARNING SIGN FORNON-POTABLE WATERTYP OF 4 LOCATIONSSIGN POSTH2S WARNING SIGNHV-0903SEE YARD PIPING DRAWINGFOR PIPE CONTINUATIONME-0907HV-0907H-10102ME-0906HV-0906H-10104H-10103ME-0905HV-0905NOTES:1-REFER TO PROTECTIVE COATINGS SCHEDULE AND TECHNICAL SPECIFICATION SECTION 098000FOR STRUCTURE, PIPING, EQUIPMENT AND MISCELLANEOUS COATING REQUIREMENTS.B10M401A13492A901A14192A901A13492A901A14292A901H-10101BURIED GATE VALVEC12791C9010 1/2 1 DRAWING IS TO SCALE 1" = FULL SCALE
IF BAR MEASURES:
1/2" = HALF SCALE

ORIGINAL
CHECKEDDRAWNDESIGNDATENO.

MECHANICAL COVER PLAN
B 03/03/2023 BP KRB JRL
3/7/2023 C:\USERS\KENNETH.BAETZ\ACCDOCS\AQUA ENGINEERING\002201.C - BEAUMONT MESA LIFT STATION\PROJECT FILES\002 STRUCTURES\10 EQ BASIN\104-10M201 - MECH PLAN.DWG 03-31-202307/14/202307/28/202307-28-202327 of 65Page 580 of 1523

MAX WS ELEV 2425.11 ±TOW ELEV 2428.11SLOPE 2%1231/4"=1'-0"SECTIONSEE YARD PIPING PLANFOR PIPE CONTINUATION30" DIPScale in Feet0243'-0" MIN
180° BENDSS SCH 10 PIPESIZE PER PLANSS SCH 10 PIPESIZE PER PLANALUMINUMPLANKINGPENETRATION KITPER MANUFACTURERNTSROOF VENT DETAIL#4 SS SCREEN EXPOSEDAND #14 SCREEN BEHIND,SANDWICHED BETWEENTWO FLANGESSLIP ON FLATFACE FLANGE TOMATCH PIPE SIZE(TYP)H-10101THRUH-10104PROVIDE PIPE SUPPORTS (316 SS STRUT)AS REQUIREDB10M201A10M201NOTE:1-FOR PIPE AND FITTING SCHEDULE, REFER TO DRAWING 10M201.0 1/2 1 DRAWING IS TO SCALE 1" = FULL SCALE
IF BAR MEASURES:
1/2" = HALF SCALE

ORIGINAL
CHECKEDDRAWNDESIGNDATENO.

MECHANICAL SECTIONS
B 03/03/2023 BP KRB JRL
2/28/2023 C:\USERS\KENNETH.BAETZ\ACCDOCS\AQUA ENGINEERING\002201.C - BEAUMONT MESA LIFT STATION\PROJECT FILES\002 STRUCTURES\10 EQ BASIN\104-10M401 - SECTION PLAN.DWG 03-31-202307/14/202307/28/202307-28-202328 of 65Page 581 of 1523

SCALE: 3/8"=1'-0"DRY PIT PLAN0Scale in Feet24WET WELLDRY PITNEW PUMPCONCRETEPEDESTAL TYP3'-2"TYP4'-10"TYP-1 -2-1 -2 NOTE:1.CONTRACTOR SHALLLOCATE EXISTING REBARIN EXISTING FOOTINGPRIOR TO INSTALLINGDOWELS. CONTRACTORSHALL NOT CUT ORDAMAGE EXISTING REBARDURING INSTALLATION OFEPOXY DOWELS.2.CONTRACTOR TO FIELDVERIFY HEIGHT OF PUMPPEDESTALS.#7 @12"O.C.EW T&B WITHSTD HOOK(E) CONC SURFACE SHALLBE ROUGHENED TO MIN 14"AMPLITUDE, FREE OF DUSTOR DEBRIS AND SURFACESATURATED DRYEXISTINGFTG1'-1"1'-1"4'-10"PUMP BASE PLATEPER MANUF#7 @12"O.C.EF TYP2" CLRTYP#7 @12"O.C.DOWELS EF TYPSTD HOOK,TYP4'-4" ± 2'-10" ±#7 DOWELS @ 12" O.C.1'-2"
EMBED
TYP
#7 @12"O.C.EW(E) CONC SURFACE SHALLBE ROUGHENED TO MIN 14"AMPLITUDE, FREE OF DUSTOR DEBRIS AND SURFACESATURATED DRYEXISTINGFTG1'-1"1'-1"4'-10"PUMP BASE PLATEPER MANUF#7 @12"O.C.EF TYP2" CLRTYP#7 @12"O.C.DOWELS EF TYPSTD HOOK,TYP3'-6" ± 2'-10" ±#5 DOWELS@ 12" O.C.NOTE:1.CONTRACTOR SHALLLOCATE EXISTING REBARIN EXISTING FOOTINGPRIOR TO INSTALLINGDOWELS. CONTRACTORSHALL NOT CUT ORDAMAGE EXISTING REBARDURING INSTALLATION OFEPOXY DOWELS.2.CONTRACTOR TO FIELDVERIFY HEIGHT OF PUMPPEDESTALS.1'-2" EMBED
TYP
2-PUMP CONCRETE PEDESTALSCALE: 1/2"=1'-0"Scale in Feet024E N G I N E E R I N G533 W 2600 S, SUITE 275, BOUNTIFUL, UT 84010PHONE (801) 299-1327 FAX (801) 299-015311S201LIFT STATION - DRY PIT / WET WELL

STRUCTURAL - PLAN AND DETAILS
B 07-28-2023 CN SML EN
7/19/2023 C:\USERS\SMLEE\ONEDRIVE - KLEINFELDER\KLEINFELDER\STRUCTURAL GROUP (KLF-SAN DIEGO DWNTN) TEAM - CAD\111-11S201.DWG KLEINFELDERBright people, Right Solutions.1-PUMP CONCRETE PEDESTALSCALE: 1/2"=1'-0"Scale in Feet0240 1/2 1 DRAWING IS TO SCALE 1" = FULL SCALE
IF BAR MEASURES:
1/2" = HALF SCALE

ORIGINAL
CHECKEDDRAWNDESIGNDATENO.

MESA LIFT STATION UPGRADE
S 608407/28/202329 of 65Page 582 of 1523

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXSCALE: 3/8"=1'-0"MECHANICAL PLANSURGE RELIEF VALVE (TYP OF 2)EXISTING 6"DRAINEXISTING 6"DRAINEXISTING 6" DRAIN0Scale in Feet24HV-11292191832393536HV-112963433MFV-11287HV-11282363532HV-112863334HV-1128532HV-1129532EXISTING 6"DRAINMFV-11202MFV-11222MFV-11262941039CV-11201HV-11201CHV-11221C3CV-1122110491011HV-11261C391049CV-112611011MFV-11242CV-11241HV-11241C10493223232232232HV-11271HV-11273FV-1127228282733FOR DRY PIT DESIGNREFER TO SHEET11M202EXISTING 6"DRAINEXISTING 2" NPWEXISTING 2" NPWEXISTING 6"DRAINEXISTING SUPPLY FANEXISTING SUPPLY FANEX EXHAUST FANEX EXHAUST FANEX CAGE LADDERRE-ROUTE VENTPIPING(TYP OF 2)EXISTING 16"DIP FMEXISTING 12"DIP FMMFV-11293EXISTINGCO10" MAG METEREXISTING YARDHYDRANTAND HOSE RACK, TYP142HV-11294FV-1129119141224310" MAG METER66FREE STANDING PIPE/(316 SS) STRUT SUPPORT(TYP)(TYP)2510" MAG METER10" MAGMETERFV-1128124EXISTINGCOHV-1128425172915EX DRAIN BOXEX DRAIN BOX2925371323333322638MFV-1128331253016323932331737404140406" PVC SCH 806" PVC SCH 80404140EXISTING PIPE BOLLARD(TYP)EX ELECTRIC PANELNOTES:1-CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND LOCATION OF ALL PIPE CONNECTIONS.2-FOR MECHANICAL, VALVE AND PUMP SCHEDULES, REFER TO DRAWINGS 83M801.3-FOR PIPING SCHEDULES, REFER TO DRAWING 11M801.4-REFER TO PROTECTIVE COATINGS SCHEDULE ON DRAWING 81A801 ON AND TECHNICAL SPECIFICATIONSECTION 098000 FOR STRUCTURE, PIPING, EQUIPMENT AND MISCELLANEOUS COATING REQUIREMENTS.KEY NOTES:CONNECTED TO NEW NPW PIPING.ROUTE SURGE RELIEF VALVE DRAINAGEPIPING TO NEAREST DRAIN, TYPE."X" - DENOTES PIPE SUPPORT LOCATIONINSTALL 6" CAST IRON CLEAN OUT CAP(VERIFY EXISTING OPENING SIZE)REMOVE AND REPLACE CONCRETE AS NEEDED TO INSTALL UNDER GROUND PIPINGMATCH EXISTING REINFORCEMENT (#4 @ 12" OC) AND EPOXY DOWEL MIN 6" INTO ADJACENT CONCRETE.1234LINK SEAL6'-2"±4'-0"±4'-0"±5'-0"±5552" SCHEDULE 40 316 STAINLESS STEEL PIPETO EXISTING DRAIN3" SCHEDULE 40 316 STAINLESS STEEL PIPETO EXISTING DRAINCORE THROUGH EXISTING HOLEAND INSTALL 2" SCH 80 PVC WITH LINKSEAL - DETAIL S131/93S903PROVIDE "O x DN" TYPE MAGMETERS, TYP.PROCO SERIES 232 (EPDM) WITH STAINLESSSTEEL CONTROL RODS.677666MFV-112973(TYP)TO ODORCONTROLSYSTEMTO ODORCONTROLSYSTEMGAS ANALYZER STATIONM14394M902910(TYP)M14394M902M14394M902M14394M902EXISTINGCO8S13193S903S13193S903(2) 3" OPENINGSWITH PVC FORINSTRUMENATIONINV ELEV = 2421.99 ±INV ELEV = 2421.25 ±8910A11M401B11M402E11M403H11M404D 11M403
C11M403 2147480 1/2 1 DRAWING IS TO SCALE
1" = FULL SCALE
IF BAR MEASURES:
1/2" = HALF SCALE

ORIGINAL
CHECKEDDRAWNDESIGNDATENO.

REVISIONS AQUA ENGINEERING LLC, © COPYRIGHT 2020 BOUNTIFUL, UTAHDRAWING NO.SHEETCITY OF BEAUMONT MESA LIFT STATION UPGRADEENGINEERING CONSULTANTSA S S O C I A T E SA L B E R T A.CIVIL ENGINEERS3788 McCRAY STREETRIVERSIDE CA. 92506PH. (951) 686-1070FAX (951) 788-1256E N G I N E E R I N G533 W 2600 S, SUITE 275, BOUNTIFUL, UT 84010PHONE (801) 299-1327 FAX (801) 299-015311M201LIFT STATION

MECHANICAL UPPER LEVEL PLAN
B 03/03/2023 BP KRB JRL
4/21/2023 C:\USERS\KENNETH.BAETZ\ACCDOCS\AQUA ENGINEERING\002201.C - BEAUMONT MESA LIFT STATION\PROJECT FILES\002 STRUCTURES\11 INFLUENT PUMP STATION\XREF PS.DWG 0 1/2 1 DRAWING IS TO SCALE
1" = FULL SCALE
IF BAR MEASURES:
1/2" = HALF SCALE

ORIGINAL
CHECKEDDRAWNDESIGNDATENO.

REVISIONS AQUA ENGINEERING LLC, © COPYRIGHT 2020 BOUNTIFUL, UTAHDRAWING NO.SHEETCITY OF BEAUMONT MESA LIFT STATION UPGRADEENGINEERING CONSULTANTSA S S O C I A T E SA L B E R T A.CIVIL ENGINEERS3788 McCRAY STREETRIVERSIDE CA. 92506PH. (951) 686-1070FAX (951) 788-125603-31-202307/14/202307/28/202307-28-202330 of 65Page 583 of 1523

SCALE: 3/8"=1'-0"MECHANICAL PLAN0Scale in Feet24DRY PITWET WELLHV-11261AHV-11241AHV-11221AHV-11201AHV-11261BHV-11241BHV-11221BHV-11201BEX AIR SUPPLY DUCTEX NPW WATEREX AIR SUPPLY DUCTEX NPW WATERP-11201P-11221P-11241P-11261P-11302P-113012XXXX11M401A11M402B11M403 F
11M403G3542624266EX 10" PIPINGEX 10" PIPINGEX 16" PIPINGEX 16" PIPINGNOTES:1-CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND LOCATION OF ALL PIPE CONNECTIONS.2-FOR MECHANICAL, VALVE AND PUMP SCHEDULES, REFER TO DRAWINGS 83M801.3-FOR PIPING SCHEDULES, REFER TO DRAWING 11M801.4-REFER TO PROTECTIVE COATINGS SCHEDULE ON DRAWING 81A801 AND TECHNICAL SPECIFICATION SECTION 098000 FOR STRUCTURE, PIPING, EQUIPMENT AND MISCELLANEOUS COATING REQUIREMENTS.34354325436254324312431KEY NOTES:PUMP PLATE PROVIDED BY PUMP MANUFACTURERPUMP SUPPORTS PROVIDED BY PUMP MANUFACTURER"X" = DENOTES PIPE SUPPORT LOCATIONINSTALL NEW ALUMINUM GRATING90° BEND WITH CLEAN OUT (TO BE SUPPLIED WITH PUMP)PROCO SERIES 231 (EPDM), OR EQUAL1233(TYP)1212121244EX SUMP DISCHARGE PIPINGEX CAGE LADDER55555PIPE ANCHOR(TYP)IN VERTICALIN VERTICALIN VERTICALIN VERTICALINSTRUMENT PENETRATION(TYP)6M12894M901M13394M9016(TYP)0 1/2 1 DRAWING IS TO SCALE 1" = FULL SCALE
IF BAR MEASURES:
1/2" = HALF SCALE

ORIGINAL
CHECKEDDRAWNDESIGNDATENO.

MECHANICAL DRY PIT/WET WELL PLAN
B 03/03/2023 BP KRB JRL
2/28/2023 C:\USERS\KENNETH.BAETZ\ACCDOCS\AQUA ENGINEERING\002201.C - BEAUMONT MESA LIFT STATION\PROJECT FILES\002 STRUCTURES\11 INFLUENT PUMP STATION\114-11M202.DWG 03-31-202307/14/202307/28/202307-28-202331 of 65Page 584 of 1523

3'-0"TOC ELEV 2426.31±104221112191415171921222332MFV-11297HV-1129218FV-112912033HV-11241CCV-112417245321617HV-1129534331'-1"16FLOOR PIPE SLEEVECOMBINATIONAIR/VACUUM VALVE343HV-11241BP-11241HV-11241AEXISTINGEXISTING PIPEEXISTING 16" PIPE 10" MAGMETEREXISTING CAGE LADDEREXISTING HATCHMAX WSEL 2424.75NOTES:1-CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND LOCATION OF ALL PIPE CONNECTIONS.2-FOR MECHANICAL, VALVE AND PUMP SCHEDULES, REFER TO DRAWINGS 83M801.3-FOR PIPING SCHEDULES, REFER TO DRAWING 11M801.4-REFER TO PROTECTIVE COATINGS SCHEDULE ON DRAWING 81A801 AND TECHNICAL SPECIFICATION SECTION 098000 FOR STRUCTURE, PIPING, EQUIPMENT AND MISCELLANEOUS COATING REQUIREMENTS.KEY NOTES:123452" SCHEDULE 40 316 STAINLESS STEELPIPING TO EXISTING DRAIN.3" SCHEDULE 40 316 STAINLESS STEELPIPING TO EXISTING DRAIN.1" SCHEDULE 40 316 STAINLESS STEELPIPING WITH STAINLESS STEEL BALLVALVE TO EXISTING DRAIN.90° BEND WITH CLEAN OUT PROVIDEDBY PUMP SUPPLIER.12PROCO SERIES 231 (EPDM) OR EQUALEBAA FLEX-TEND OR EQUALPROCO SERIES 232 (EPDM) WITHSTAINLESS STEEL CONTROL RODSOR EQUALSCALE: 3/8"=1'-0"SECTION0Scale in Feet24TO EXISTING DRAINTO EXISTING DRAINADJUSTABLE PIPESUPPORT6"Ø VENT PIPE(CAP AND RELOCATE)65MFV-1124298PIPE ANCHOR(TYP)8'-0" MAX SPACING8
545FLOOR /WALL PIPE PLUG6INSTRUMENTPENETRATION(SIM)7INV ELEV 2417.00±7M12894M901M13394M901M100194M902M13294M901S12793S903M100194M902M13294M9012'-7"±S12693S903A11M201470 1/2 1 DRAWING IS TO SCALE 1" = FULL SCALE
IF BAR MEASURES:
1/2" = HALF SCALE

ORIGINAL
CHECKEDDRAWNDESIGNDATENO.

MECHANICAL SECTION
B 03/03/2023 BP KRB JRL
4/18/2023 C:\USERS\KENNETH.BAETZ\ACCDOCS\AQUA ENGINEERING\002201.C - BEAUMONT MESA LIFT STATION\PROJECT FILES\002 STRUCTURES\11 INFLUENT PUMP STATION\114-11M401.DWG 03-31-202307/14/202307/28/202307-28-202332 of 65Page 585 of 1523

3'-0"TOC ELEV 2426.31±724532689COMBINATIONAIR/VACUUM VALVE33HV-11221BP-11221EXISTING CAGE LADDEREXISTING HATCHMAX WSEL 2424.7514104233211242526292525292531444330453'-0"3233HV-11285341'-4"FV-11281HV-11221CCV-1122110" MAG METEREXISTING 12" PIPESCALE: 3/8"=1'-0"SECTION0Scale in Feet24NOTES:1-CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND LOCATION OF ALL PIPE CONNECTIONS.2-FOR MECHANICAL, VALVE AND PUMP SCHEDULES, REFER TO DRAWINGS 83M801.3-FOR PIPING SCHEDULES, REFER TO DRAWING 11M801.4-REFER TO PROTECTIVE COATINGS SCHEDULE ON DRAWING 81A801 AND TECHNICAL SPECIFICATION SECTION 098000 FOR STRUCTURE, PIPING, EQUIPMENT AND MISCELLANEOUS COATING REQUIREMENTS.TO EXISTINGDRAINTO EXISTINGDRAIN1ADJUSTABLE PIPESUPPORT2HV-11221EXISTINGEXISTING 10" PIPEINSTRUMENTPENETRATION(SIM)844PIPE ANCHOR(TYP)8'-0" MAX SPACING 65MFV-11287HV-11282FLOOR PIPE SLEEVEKEY NOTES:12342" SCHEDULE 40 316 STAINLESS STEELPIPING TO EXISTING DRAIN1" SCHEDULE 40 316 STAINLESS STEELPIPING WITH STAINLESS STEEL BALLVALVE TO EXISTING DRAIN90° BEND WITH CLEAN OUT PROVIDED BY PUMP SUPPLIERPROCO SERIES 231 (EPDM) OR EQUALEBAA FLEX-TEND OR EQUALPROCO SERIES 232 (EPDM) WITHSTAINLESS STEEL CONTROL RODSOR EQUAL51'-9 1/2"±M12894M901M13394M901M100194M902M13294M901S12793S903M100194M902INV ELEV 2417.00±6B11M201MFV-11222480 1/2 1 DRAWING IS TO SCALE 1" = FULL SCALE
IF BAR MEASURES:
1/2" = HALF SCALE

ORIGINAL
CHECKEDDRAWNDESIGNDATENO.

40414041410Scale in Feet242'-0"6" PVC SCH 800Scale in Feet2429323334HV-11285333532363'-0"1'-4"CONNECT PIPINGTO EXISTING DRAINEXISTING 6" DRAIN3332323329HV-1128446CONTRACTOR TO FIELD VERIFY DIMENSION330Scale in Feet24MFV-11283LINK SEALADJUSTABLE PIPESUPPORTADJUSTABLE PIPESUPPORTCONNECT PIPINGTO EXISTINGEXISTING6" DRAINADJUSTABLE PIPESUPPORT3/8"=1'-0"SECTION3/8"=1'-0"SECTION3/8"=1'-0"SECTIONNOTES:1-CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND LOCATION OF ALL PIPE CONNECTIONS.2-FOR MECHANICAL, VALVE AND PUMP SCHEDULES, REFER TO DRAWINGS 83M801.3-FOR PIPING SCHEDULES, REFER TO DRAWING 11M801.4-REFER TO PROTECTIVE COATINGS SCHEDULE ON DRAWING 81A801 AND TECHNICAL SPECIFICATION SECTION 098000 FOR STRUCTURE, PIPING, EQUIPMENT AND MISCELLANEOUS COATING REQUIREMENTS.0Scale in Feet243/8"=1'-0"SECTION0Scale in Feet243/8"=1'-0"SECTIONEXISTING BALL VALVEEXISTING UNIONEXISTING SUMPP-11301789COMBINATIONAIR/VACUUM VALVE(TYP)8HV-11201B7898HV-11221B7898HV-11241B7898HV-11261B6P-11261P-11241P-11221P-11201PUMP PEDESTAL SEESTRUCTURAL SHEET(TYP OF 4)KEY NOTES:PUMP PLATE PROVIDED BY PUMP MANUFACTURERPUMP SUPPORTS PROVIDED BY PUMP MANUFACTURERSTAINLESS STEEL (316) STRUT SUPPORT DETAIL M143SHEET 94M902INSTALL NEW ALUMINUM GRATING90° BEND WITH CLEAN OUT SUPPLIED WITH PUMP2" SCHEDULE 40 STAINLESS STEEL,TO EXISTING DRAIN1234554215215215213333MFV-11202MFV-11222MFV-11242MFV-11262EXISTING HATCH(TYP OF 4)NEW HOSEDISCHARGE PIPE TO MATCHSUMP PUMPP-11302NOT SHOWNEXISTINGAIR SUPPLYDUCTEXISTINGAIR SUPPLYDUCTDRY PITPIPE ANCHOR(TYP)666CONNECT TO EXISTING6M100194M902EXISTING CHECK VALVEM13394M901M13294M901S13193S90346M13294M901M13294M9012'-7"±1'-9 1/2"±C11M201D11M201E11M201F11M202G11M2020 1/2 1 DRAWING IS TO SCALE 1" = FULL SCALE
IF BAR MEASURES:
1/2" = HALF SCALE

ORIGINAL
CHECKEDDRAWNDESIGNDATENO.

MECHANICAL SECTIONS
B 03/03/2023 BP KRB JRL
2/28/2023 C:\USERS\KENNETH.BAETZ\ACCDOCS\AQUA ENGINEERING\002201.C - BEAUMONT MESA LIFT STATION\PROJECT FILES\002 STRUCTURES\11 INFLUENT PUMP STATION\114-11M401.DWG 03-31-202307/14/202307/28/202307-28-202334 of 65Page 587 of 1523

P-11861S13193S903LINK SEAL(TYP)M14394M902SS FREE STANDING PIPINGCONDUIT STRUT SUPPORT(SIM)P-118012" SCH 80 PVC5'-0"1/4" SS PLATE(TYP)SUNSHADE - HOFFMAN MODELSW1LGLWH OR EQUAL10"4"Scale in Feet0121"=1'-0"SECTIONEXHAUSTWETWELLDRYPIT11KEY NOTES:REFER TO INSTRUMENTATION SCHEDULE AND DETAIL 999ON DRAWING E904 (SIM).COAT PVC PER COATING SCHEDULE AND TECHNICALSPECIFICATION 098000.3'-0"H11M20122533 W 2600 S, SUITE 275, BOUNTIFUL, UT 84010PHONE (801) 299-1327 FAX (801) 299-015311M404LIFT STATION

MECHANICAL SECTION
B 03/03/2023 BP KRB JRL
3/30/2023 C:\USERS\KENNETH.BAETZ\ACCDOCS\AQUA ENGINEERING\002201.C - BEAUMONT MESA LIFT STATION\PROJECT FILES\002 STRUCTURES\11 INFLUENT PUMP STATION\114-11M404.DWG 0 1/2 1 DRAWING IS TO SCALE
1" = FULL SCALE
IF BAR MEASURES:
1/2" = HALF SCALE

ORIGINAL
CHECKEDDRAWNDESIGNDATENO.

MESA LIFT STATION UPGRADE
03-31-202307/14/202307/28/202307-28-202335 of 65Page 588 of 1523

03-31-202307/14/202307/28/202307-28-202336 of 65Page 589 of 1523

NOTES:1-UNLESS NOTED OTHERWISE, SURFACE PREPARATION AND COATING SHALL BE IN ACCORDANCE WITH TECHNICAL SPECIFICATIONS SECTION 098000.2-ALL COLORS SHALL BE SELECTED BY OWNER. PIPE LABELING ANDCOLOR CODING SHALL BE IN ACCORDANCE WITH TECHNICAL SPECIFICATIONS SECTION 220553.3-WHERE AN ITEM IS NOT SPECIFICALLY INCLUDED IN THIS TABLE,REFER TO TECHNICAL SPECIFICATION SECTION 098000. WHEREONE OR MORE COATING SYSTEM APPEAR TO BE APPLICABLE, BASED ON GENERAL DESCRIPTION, THE MORE STRINGENT (ROBUST) COATING SHALL BE USED (FOLLOWING REVIEW AND APPROVAL BY THE ENGINEER).4-CONCRETE SURFACE FINISH SHALL BE IN ACCORDANCE WITHTECHNICAL SPECIFICATION SECTION 033000.PROTECTIVE COATINGS SCHEDULEAREAITEMCOATINGGENERAL PIPINGBURIED DUCTILE IRON OR CAST IRON PIPE, VALVES, FITTINGS, AND APPURTENANCESCOATING SYSTEM 211NON-SUBMERGED EXTERIOR DUCTILE IRON OR CAST IRON PIPE, VALVES, FITTINGS, ANDAPPURTENANCESCOATING SYSTEM 212INTERIOR DUCTILE IRON OR CAST IRON PIPE, VALVES, FITTINGS, AND APPURTENANCESCOATING SYSTEM 213SUBMERGED EXTERIOR DUCTILE IRON OR CAST IRON PIPE, VALVES, FITTINGS, ANDAPPURTENANCESCOATING SYSTEM 213EXPOSED EXTERIOR PVC OR CPVC PIPING, VALVES, FITTINGS, AND APPURTENANCESCOATING SYSTEM 221EXPOSED INTERIOR PVC OR CPVC PIPING, VALVES, FITTINGS, AND APPURTENANCESNO COATING REQUIREDEXPOSED INTERIOR/EXTERIOR GALVANIZED STEEL PIPINGNO COATING REQUIREDSTAINLESS STEEL PIPENO COATING REQUIREDPIPE BOLLARDSCOATING SYSTEM 102MISC. METALSSTRUCTURAL STEEL (NON HDG)COATING SYSTEM 101ALUMINUM PLANK OR GRATINGNO COATING REQUIREDSTRUCTURAL ALUMINUMNO COATING UNLESS EMBEDED OR IN CONTACT WITH CONCRETE - SYSTEM 203EMERGENCY STORAGE BASININTERIOR CONCRETE WALLSCOATING SYSTEM 307*INTERIOR CONCRETE FLOORCOATING SYSTEM 307*DRY PIT WET WELLINTERIOR CONCRETE WALLSNO COATING REQUIREDINTERIOR CONCRETE FLOORNO COATING REQUIRED BID ALTERNATE ITEMS (REFER TO PROJECT BID FORM DOCUMENTS)*0 1/2 1 DRAWING IS TO SCALE 1" = FULL SCALE
IF BAR MEASURES:
1/2" = HALF SCALE

ORIGINAL
CHECKEDDRAWNDESIGNDATENO.

PROTECTIVE COATINGS
B 03/03/2023 BP KRB JRL
3/29/2023 C:\USERS\KENNETH.BAETZ\DC\ACCDOCS\AQUA ENGINEERING\002201.C - BEAUMONT MESA LIFT STATION\PROJECT FILES\980 SCHEDULES\810-81A801.DWG 03-31-202307/14/202307/28/2023Page 590 of 1523

NOTES:1-SCHEDULE IS PROVIDED FOR CONVENIENCE, NOT ALL ITEMSMAY BE INCLUDED. REFER TO DRAWINGS AND TECHNICAL SPECIFICATIONSFOR ADDITIONAL DATA AND VERIFY PROJECT REQUIREMENTS.PUMP SCHEDULEP#LOCATIONSERVICETYPEHP (KW)FLOWTDHREMARKSP-11201DRY PIT WELLSS FORCE MAINDRY PIT SUBMERSIBLE177.01750 GPM*228 FT*HIDROSTAL H5KS OR EQUALP-11221DRY PIT WELLSS FORCE MAINDRY PIT SUBMERSIBLE177.01750 GPM*228 FT*HIDROSTAL H5KS OR EQUALP-11241DRY PIT WELLSS FORCE MAINDRY PIT SUBMERSIBLE177.01750 GPM*228 FT*HIDROSTAL H5KS OR EQUALP-11261DRY PIT WELLSS FORCE MAINDRY PIT SUBMERSIBLE177.01750 GPM228 FTHIDROSTAL H5KS OR EQUALP-11301DRY PIT WELLSUMP PUMPSUBMERSIBLE1.00100 GPM20 FTGOULDS 2DM51E4NA OR EQUALP-11302DRY PIT WELLSUMP PUMPSUBMERSIBLE1.00100 GPM20 FTGOULDS 2DM51E4NA OR EQUALHVAC SCHEDULEH#LOCATIONSERVICEITEMV / HP (KW)CAPACITY/SIZEREMARKSH-10101EMERGENCY STORAGE BASINAIR INTAKE/EXHAUST CONTROLFIBERGLASS DAMPERN/AN/ASWARTWOUT MODEL CBDR 912 OR EQUALH-10102EMERGENCY STORAGE BASINAIR INTAKE/EXHAUST CONTROLFIBERGLASS DAMPERN/AN/ASWARTWOUT MODEL CBDR 912 OR EQUALH-10103EMERGENCY STORAGE BASINAIR INTAKE/EXHAUST CONTROLFIBERGLASS DAMPERN/AN/ASWARTWOUT MODEL CBDR 912 OR EQUALH-10104EMERGENCY STORAGE BASINAIR INTAKE/EXHAUST CONTROLFIBERGLASS DAMPERN/AN/ASWARTWOUT MODEL CBDR 912 OR EQUALMECHANICAL EQUIPMENT SCHEDULEME#LOCATIONITEMSERVICEHP (KW)REMARKSME-0902YARDPOST HYDRANTEMERGENCY STORAGE WASHDOWNN/AM&H COMPANY STYLE 33 POST HYDRANT OR EQUALME-0903YARDPOST HYDRANTEMERGENCY STORAGE WASHDOWNN/AM&H COMPANY STYLE 33 POST HYDRANT OR EQUALME-0904YARDPOST HYDRANTEMERGENCY STORAGE WASHDOWNN/AM&H COMPANY STYLE 33 POST HYDRANT OR EQUALME-0905YARDPOST HYDRANTEMERGENCY STORAGE WASHDOWNN/AM&H COMPANY STYLE 33 POST HYDRANT OR EQUALME-0906YARDPOST HYDRANTNPW FILL LOCATIONN/AM&H COMPANY STYLE 33 POST HYDRANT OR EQUALME-10201GRINDER MANHOLEGRINDERRAW SEWAGE5.00JWC CDD 4010-XDS 2.0 W. MUFFIN MONSTER MANHOLEVALVE SCHEDULEV#LOCATIONSERVICETYPESIZEMATERIALCONNECTIONACTUATORREMARKSHV-0901YARDNPW ISOLATIONRESILENT GATE VALVE4"DIHDPENUTMUELLER A-2361, W. GRIP RESTRAINT OR EQUALHV-0902YARDNPW ISOLATIONRESILENT GATE VALVE4"DIHDPENUTMUELLER A-2361, W. GRIP RESTRAINT OR EQUALHV-0903YARDNPW ISOLATIONRESILENT GATE VALVE4"DIHDPENUTMUELLER A-2361, W. GRIP RESTRAINT OR EQUALHV-0904YARDPOST HYDRANT ISOLATIONRESILENT GATE VALVE3"DIMJXMJNUTMUELLER A-2362 OR EQUALHV-0905YARDPOST HYDRANT ISOLATIONRESILENT GATE VALVE3"DIMJXMJNUTMUELLER A-2362 OR EQUALHV-0906YARDPOST HYDRANT ISOLATIONRESILENT GATE VALVE3"DIMJXMJNUTMUELLER A-2362 OR EQUALHV-0907YARDPOST HYDRANT ISOLATIONRESILENT GATE VALVE3"DIMJXMJNUTMUELLER A-2362 OR EQUALHV-0908YARDPOST HYDRANT ISOLATIONRESILENT GATE VALVE3"DIMJXMJNUTMUELLER A-2362 OR EQUALHV-11201BDRY PIT WELLPUMP #1 DISCHARGE ISOLATIONPLUG10"DIFL X FLWHEELVALMATIC FULL PORT OR EQUALHV-11201ADRY PIT WELLPUMP #1 SUCTION ISOLATIONPLUG10"DIFL X FLWHEELEXISTING VALVECV-11201PUMP STATION DISCHARGE PIPINGPUMP #1 DISCHARGE FLOW CHECKSWING CHECK10"DIFL X FLN/AVALMATIC SWING FLEX W. MECH INDICATOR OR EQUALHV-11201CPUMP STATION DISCHARGE PIPINGPUMP #1 DISCHARGE ISOLATIONPLUG10"DIFL X FLWHEELVALMATIC FULL PORT OR EQUALMFV-11202PUMP STATION DISCHARGE PIPINGPUMP #1 DISCHARGE AIR/VAC VALVECOMBINATION2"CITHDN/AVALMATIC SERIES VMC-801SS W. BACKWASH ACCESSORIES OR EQUALHV-11221BDRY PIT WELLPUMP #2 DISCHARGE ISOLATIONPLUG10"DIFL X FLWHEELVALMATIC FULL PORT OR EQUALHV-11221ADRY PIT WELLPUMP #1 SUCTION ISOLATIONPLUG10"DIFL X FLWHEELEXISTING VALVECV-11221PUMP STATION DISCHARGE PIPINGDISCHARGE FLOW CHECKSWING CHECK10"DIFL X FLN/AVALMATIC SWING FLEX W. MECH INDICATOR OR EQUALHV-11221CPUMP STATION DISCHARGE PIPINGPUMP #2 DISCHARGE ISOLATIONPLUG10"DIFL X FLWHEELVALMATIC FULL PORT OR EQUALMFV-11222PUMP STATION DISCHARGE PIPINGPUMP #2 DISCHARGE AIR/VAC VALVECOMBINATION2"CITHDN/AVALMATIC SERIES VMC-801SS W. BACKWASH ACCESSORIES OR EQUALHV-11241BDRY PIT WELLPUMP #1 DISCHARGE ISOLATIONPLUG10"DIFL X FLWHEELVALMATIC FULL PORT OR EQUALHV-11241ADRY PIT WELLPUMP #1 SUCTION ISOLATIONPLUG16"DIFL X FLWHEELEXISTING VALVECV-11241PUMP STATION DISCHARGE PIPINGDISCHARGE FLOW CHECKSWING CHECK10"DIFL X FLN/AVALMATIC SWING FLEX W. MECH INDICATOR OR EQUALHV-11241CPUMP STATION DISCHARGE PIPINGPUMP #3 DISCHARGE ISOLATIONPLUG10"DIFL X FLWHEELVALMATIC FULL PORT OR EQUALMFV-11242PUMP STATION DISCHARGE PIPINGPUMP #3 DISCHARGE AIR/VAC VALVECOMBINATION2"CITHDN/AVALMATIC SERIES VMC-801SS W. BACKWASH ACCESSORIES OR EQUALHV-11261BDRY PIT WELLPUMP #1 DISCHARGE ISOLATIONPLUG10"DIFL X FLWHEELVALMATIC FULL PORT OR EQUALHV-11261ADRY PIT WELLPUMP #1 SUCTION ISOLATIONPLUG16"DIFL X FLWHEELEXISTING VALVECV-11261PUMP STATION DISCHARGE PIPINGDISCHARGE FLOW CHECKSWING CHECK10"DIFL X FLN/AVALMATIC SWING FLEX W. MECH INDICATOR OR EQUALHV-11261CPUMP STATION DISCHARGE PIPINGPUMP #1 DISCHARGE ISOLATIONPLUG10"DIFL X FLWHEELVALMATIC FULL PORT OR EQUALMFV-11262PUMP STATION DISCHARGE PIPINGPUMP #1 DISCHARGE AIR/VAC VALVECOMBINATION2"CITHDN/AVALMATIC SERIES VMC-801SS W. BACKWASH ACCESSORIES OR EQUALHV-11271PUMP STATION DISCHARGE PIPINGFORCE MAIN FLOW CONTROLPLUG12"DIFL X FLWHEELVALMATIC FULL PORT OR EQUALFV-11272PUMP STATION DISCHARGE PIPINGFORCE MAIN FLOW CONTROLPLUG12"DIFL X FLEL. ACTUATOR (OPEN/CLOSE)VALMATIC FULL PORT OR EQUALHV-11273PUMP STATION DISCHARGE PIPINGFORCE MAIN FLOW CONTROLPLUG12"DIFL X FLWHEELVALMATIC FULL PORT OR EQUALFV-11281PUMP STATION DISCHARGE PIPINGFORCE MAIN FLOW CONTROLPLUG12"DIFL X FLEL. ACTUATOR (OPEN/CLOSE)VALMATIC FULL PORT OR EQUALHV-11282PUMP STATION DISCHARGE PIPINGFORCE MAIN FLOW ISOLATIONPLUG12"DIFL X FLWHEELVALMATIC FULL PORT OR EQUALMFV-11283PUMP STATION DISCHARGE PIPINGSURGE RELIEF VALVESURGE RELIEF6"DIFL X FLN/AAPCO SERIES SRA OR EQUALHV-11284PUMP STATION DISCHARGE PIPINGSURGE RELIEF VALVE ISOLATIONPLUG6"DIFL X FLWHEELVALMATIC FULL PORT OR EQUALHV-11285PUMP STATION DISCHARGE PIPINGDRAIN LINE ISOLATIONPLUG6"DIFL X FLWHEELVALMATIC FULL PORT OR EQUALHV-11286PUMP STATION DISCHARGE PIPINGBYPASS ISOLATIONPLUG6"DIFL X FLWHEELVALMATIC FULL PORT OR EQUALMFV-11287PUMP STATION DISCHARGE PIPING12" FORCE MAIN AIR RELIEFAIR RELIEF2"CIFL X FLN/AVALMATIC SERIES 48A W. BACKWASH ACCESSORIES OR EQUALFV-11291PUMP STATION DISCHARGE PIPINGFORCE MAIN FLOW CONTROLPLUG16"DIFL X FLEL. ACTUATOR (OPEN/CLOSE)VALMATIC FULL PORT OR EQUALHV-11292PUMP STATION DISCHARGE PIPINGFORCE MAIN FLOW ISOLATIONPLUG16"DIFL X FLWHEELVALMATIC FULL PORT OR EQUALMFV-11293PUMP STATION DISCHARGE PIPINGSURGE RELIEF VALVESURGE RELIEF6"DIFL X FLN/AAPCO SERIES SRA OR EQUALHV-11294PUMP STATION DISCHARGE PIPINGSURGE RELIEF VALVE ISOLATIONPLUG6"DIFL X FLWHEELVALMATIC FULL PORT OR EQUALHV-11295PUMP STATION DISCHARGE PIPINGDRAIN LINE ISOLATIONPLUG6"DIFL X FLWHEELVALMATIC FULL PORT OR EQUALHV-11296PUMP STATION DISCHARGE PIPINGBYPASS ISOLATIONPLUG6"DIFL X FLWHEELVALMATIC FULL PORT OR EQUALMFV-11297PUMP STATION DISCHARGE PIPING16" FORCE MAIN AIR RELIEFAIR RELIEF3"CIFL X FLN/AVALMATIC SERIES 48A W. BACKWASH ACCESSORIES OR EQUAL* REFER TO SPECIFICATION SECTION 432513 FOR ADDITIONALOPERATIONAL CRITERIA.0 1/2 1 DRAWING IS TO SCALE 1" = FULL SCALE
IF BAR MEASURES:
1/2" = HALF SCALE

ORIGINAL
CHECKEDDRAWNDESIGNDATENO.

PUMP, MECHANICALEQUIPMENT AND VALVES
B 03/03/2023 BP KRB JRL
4/21/2023 C:\USERS\KENNETH.BAETZ\ACCDOCS\AQUA ENGINEERING\002201.C - BEAUMONT MESA LIFT STATION\PROJECT FILES\980 SCHEDULES\810-83M801.DWG 03-31-202307/14/202307/28/202307-28-202338 of 65Page 591 of 1523

BITUMINOUSSURFACEMIN 6"BASE COURSEGRANULAR FILL AS REQUIRED(SEE GEOTECH REPORT FORTHICKNESS)PER PLAN NTSROADWAY SECTIONC108MIRAFI COOXGEO-FABRIC12" THICK GRAVEL SHALL BE PLACEDSUCH THAT NOT TO DAMAGE LINEREXTEND LINER3" PAST GRAVELFINISH GRADE(TYP)WIDTH PER PLANSDEPTH PER PLANSNTSGRAVEL SWALEC1153'-0"2'-0"12"4'-0"CONCRETEFOOTINGFINISH GRADE8"Ø GALV STEEL PIPE1/4" THICKFILL SOLID WITHCONCRETE ANDMOUND AT TOPNTSPIPE BOLLARDC1204"2'-0"2'x2' CONCRETE PADCRUSHEDROCKPROVIDE STEM EXTENSIONWHEN VALVE BURY DEPTHEXCEEDS 8 FEETVALVE BOX150# GATE VALVE.BURIED SERVICE W/GEAROPERATOR. EPOXY COATEXTERIOR.NOTES:1-PROVIDE PROTECTIVE COATING TO EXTERIOR SURFACE OF VALVE BODY AND PROVIDE STAINLESS STEEL NUTS AND BOLTS.2-VALVE BOX LID SHALL BE LABELED ACCORDING TO SERVICE.NTSBURIED GATE VALVEC1274'-0"#4 @ 12" OC#4 @ 24" OCSUBGRADENOTE:1-CONTRACTOR SHALL PROVIDE CONTROLJOINTS EVERY 10 FEET AND EXPANSIONJOINTS EVERY 40 FEET.9"1'-8 3/4"6 1/2"1'-8 3/4"1-1/4"2"CLRSEE TYPICALROADWAYDETAIL C108BASE COURSEPER PLANNTS4' CROSS GUTTERC1148"8"STRUCTURALFILL#4 BAR @ 12"OC EW4"DRILL & EPOXY #4 DOWEL20" LONG W/4" EMBEDMENTNTSCONCRETE LANDINGC122BEND90°23.123.167.947.238.230.267.947.238.230.2DEAD17.011.87.64.31.9END17.011.87.64.31.9VALVE17.79.14.626.518.414.911.852.036.129.323.113.49.37.56.06.74.63.01.71.0BEND22.5°1.513.09.15.83.3BEND45°1.03.42.41.51.0BEND11.25°1424201816SIZEPIPE412108632.796.066.754.042.72.724.016.710.76.0CROSS23.167.947.238.230.21.917.011.87.64.3TEETHRUST BLOCK BEARING AREA IN SQ. FT. @150 PSI WORKING PRESSURE23.167.947.238.230.21.917.011.87.64.3WYE96.066.754.042.732.724.016.710.76.02.71/2"Ø ANCHORS AROUND GATEVALVES TO THRUST BLOCKALL TIMBER USEDFOR BLOCKING ISTO BE REDWOOD* THRUST BLOCKS REQUIRED AT ALL BENDSPLUGVALVE*BENDSPLUG TEETEECROSSNOTES:1-CONCRETE SHALL NOT BE PLACED AROUND JOINTS AND BOLTS. COVER ALL METAL CONTACT AREAS WITH A POLY WRAP PRIOR TO CONCRETE PLACEMENT.2-ALL THRUST BLOCK BEARING FACES SHALL BE PLACED AGAINST UNDISTURBED SOIL OR APPROVED COMPACTED BACKFILL. THE BEARING FACE IS CONSIDERED TO BE THE FACE PLANE OF THE BLOCK PERPENDICULAR TO THE AXIS OF FLOW. A FLANGED OR CAPPED PIPE END WILL HAVE ONE BEARING FACE, AND ELBOW THRUST BLOCK WILL HAVE TWO, A TEE WILL HAVE THREE, AND A CROSS WILL HAVE FOUR, EACH OF WHICH MUST MEET THE TABLE REQUIREMENTS. FLOW IS CONSIDERED TO BE IN BOTH DIRECTIONS FOR STRAIGHT THROUGH IN LINE COMPONENTS SUCH AS VALVES, REDUCERS, AND ETC., WHICH THEREFORE HAVE A MINIMUM OF TWOBEARING FACES.3-SQUARE ALL EDGES TO RECEIVE CONCRETE. THRUST BLOCKS SHALLBE GENERALLY CUBIC IN CONFIGURATION.4-CALCULATED WITH AN ALLOWABLE BEARING PRESSURE OF 1500 LBS. PER SQ. FT.5-ALL FITTINGS AND VALVES SHALL BE ANCHORED WITH TWO #5 REBAR.6-CENTER ALL FITTINGS OVER THRUST BLOCKS.7-ALL REBAR SHALL BE FUSION BONDED EPOXY COATED AFTER IT HASBEEN SHAPED OR BENT TO FIT.8-FACTOR OF SAFETY OF 1.5 WAS USED TO ACCOUNT FOR PRESSURE TESTING.NTSTHRUST BLOCKC1010 1/2 1 DRAWING IS TO SCALE 1" = FULL SCALE
IF BAR MEASURES:
1/2" = HALF SCALE

ORIGINAL
CHECKEDDRAWNDESIGNDATENO.

CIVIL DETAILS
B 03/03/2023 AQUA AQUA AQUA
6/1/2023 C:\USERS\KENNETH.BAETZ\DC\ACCDOCS\AQUA ENGINEERING\002201.C - BEAUMONT MESA LIFT STATION\PROJECT FILES\990 DETAILS\CIVIL DETAILS.DWGAPPROVED BY:MARK B. SWANSONDATE:DISTRICT ENGINEERRCE NO 72332BEAUMONT-CHERRY VALLEY WATER DISTRICTBEAUMONT, CA03-31-202307/14/202307/28/2023Page 592 of 1523

SIGN POSTUNISTRUT MODELP2000 OR EQUALSIGN POST BASEUNISTRUT MODELP2941 OR EQUAL12"x12"x6"CONCRETE BASE4'-0"NOTES:1- UNISTRUT BASE AND POST TO BE STAINLESS STEEL.2- ALL MOUNTING HARDWARE TO BE STAINLESS STEELNTSSIGN POSTA13410"±14"±(4) HOLES FOR 1/4" BOLTS.EACH HOLE SHALL HAVE AMETAL GROMMET.INDELIBLE BLACK CHARACTERSYELLOW BACKGROUNDINDELIBLE BLACK PANEL WITHYELLOW LETTERSNOTE:MATERIAL TO BE SEMI-RIGID BUTYRATE OR APPROVED EQUAL.COLORS AND LETTER SIZES TO BE PER OSHA STANDARDSFOR CAUTION SIGNS. PROVIDE THIS SIGN AT ALL HOSE BIBBLOCATIONS WHERE WATER IS NON-POTABLE.NTSNON-POTABLE WATERA141WARNING SIGN FOR10"±14"±(4) HOLES FOR 1/4" BOLTS.EACH HOLE SHALL HAVE AMETAL GROMMET.INDELIBLE BLACK CHARACTERSYELLOW BACKGROUNDINDELIBLE BLACK PANEL WITHYELLOW LETTERSNOTE:MATERIAL TO BE SEMI-RIGID BUTYRATE OR APPROVED EQUAL.COLORS AND LETTER SIZES TO BE PER OSHA STANDARDSFOR CAUTION SIGNS.NTSH2S WARNING SIGNA142(4) HOLES FOR 1/4" BOLTS.EACH HOLE SHALL HAVE AMETAL GROMMET.INDELIBLE BLACK CHARACTERSYELLOW BACKGROUNDINDELIBLE BLACK PANEL WITHYELLOW LETTERSNOTES:1- MATERIAL TO BE SEMI-RIGID BUTYRATE OR APPROVED EQUAL. COLORS AND LETTER SIZES TO BEE PER OSHA STANDARDS FOR CAUTION SIGNS.2- SIGN TO BE ATTACHED IN CONSPICUOUS LOCATION AT ENTRY TO UNDERGROUND STRUCTURES.10"±14"±NTSVENTILATION WARNING SIGNA1440 1/2 1 DRAWING IS TO SCALE 1" = FULL SCALE
IF BAR MEASURES:
1/2" = HALF SCALE

ORIGINAL
CHECKEDDRAWNDESIGNDATENO.

ARCHITECTURAL DETAILS
B 03/03/2023 AQUA AQUA AQUA
2/28/2023 C:\USERS\KENNETH.BAETZ\ACCDOCS\AQUA ENGINEERING\002201.C - BEAUMONT MESA LIFT STATION\PROJECT FILES\990 DETAILS\ARCHITECTURAL DETAILS.DWG 03-31-202307/14/202307/28/202307-28-202340 of 65Page 593 of 1523

VERT. CROSSFLAT CROSSVERT. TEEVERT. ELLFLAT TEEFLAT ELLSECONDWELDFIRSTWELDFLATSTRIP WATERSTOPSPREFABRICATED JOINTS307-SCALE: NONE308-SCALE: NONESEALANTBOND BREAKERPER SPECSJOINT FACECONSTRUCTIONNOTE:WHERE FACE OF JOINT IS TO BECOATED w/ BOND BREAKER,AVOID COATING SEALANTGROOVE3/8"5/8"1"RODALL FLOOR AND WALL JOINTSOF HYDRAULIC STRUCTURES(MEMBERS COVERED WITH WATER)SHALL HAVE A SEALANT GROOVE.CONCRETESURFACETYPICAL CONCRETE FOOTING REINF - PLAN VIEWCORNERLAP, TYPLAP, TYPLAP, TYPLAP, TYPENDCORNERENDINTERSECTIONINTERSECTIONSTDHOOK302-SCALE: NONELAP TYP
INTERSECTINGBARS SHALLMATCH (H)WALL REINFTYP(1) (V) BAR(1) (V) BAR(2) (V) BARS(2) (V) BARS(2) (V) BARSTYPICAL SLAB/WALL JOINTSLAPTYP2"CLRSEALANT GROOVEPERCONSTRUCTION JOINT(CJ)303-SCALE: NONEWATERSTOP DETAIL304-SCALE: NONE6"1/8" MIN
3/8"
MIN
5/8"
MIN
6 SPACESMIN5/16"±1/16"3/8"
MIN6" PVC WATERSTOPTYP FOR WATERBEARINGSTRUCTURES PER304-308-NOTE:WATERSTOP SHALL BE PVC UNLESS NOTED OTHERWISE ONDRAWINGS."T"TYP SEALANT GROOVE ATCONSTRUCTION JOINTLAP, TYPLAP2"CLR3"CLR 0"CLR1" CLR DOWELS TO MATCHWALL REINF, TYP UONCONC MAT PER PLANWALL PER PLAN306-SCALE: NONEWATERSTOP PERTYPICAL REINF AT WALL FTG304-2'-0"TYP301-SCALE: NONE305-TYPICAL REINF BAR BENDSREINFORCING BAR BEND#3 TO #8#9 TO #11#14 TO #18REINFORCINGSIZE10d8d6dDIAMETER ("D")BAR BENDBAR CLEARANCENOTE: ALL BENDS SHALL BE MADE COLDOFFSET61180 DEG BEND90 DEG BENDCAP STIRRUP135 DEG BENDINTERSECTION"`D""`D""`D""`D"4d12d 6" MIN
28d
12" MIN 4d2 1/2"MIN6d4" MINdd

ONE DIA
1" MIN
TYP
4"LAP, TYPTYPICAL REINF AT LARGE OPNG2'
-
0 "
M
I
NFOR SQ OPENING2'
-
0 "
M
I
N
FO
R

RO
U
N

DOPENING
2" CLRTYP4'-0" SQ MAX1'-0"SQ MINUSE NOT LESSTHAN ONE HALFTHE AREA OFINTERRUPTEDBARS ANDFOUNDATIONDOWELS ATOPENINGFOR OPENING 12"AND SMALLER,SPREAD BARSAROUND OPENINGFULL HEIGHTVERTICAL BARS ATWALLSSCALE: NONENOTE:CAP STIRRUPS MAY BE USEDWHENEVER 135° CLOSEDSTIRRUPS ARE SHOWN INGRADE BEAM ONLYPROVIDE (2) #6 MIN EFAND EA CORNERSEE 31093S902 30993S90230993S90230993S90230993S902SEESEESEESEEE N G I N E E R I N G533 W 2600 S, SUITE 275, BOUNTIFUL, UT 84010PHONE (801) 299-1327 FAX (801) 299-015393S901GENERAL

STRUCTURAL DETAILS
B 07-28-2023 CN SML EN
2/23/2023 C:\USERS\SMLEE\KLEINFELDER\STRUCTURAL GROUP (KLF-SAN DIEGO DWNTN) TEAM - CAD\93S901.DWG KLEINFELDERBright people, Right Solutions.0 1/2 1 DRAWING IS TO SCALE 1" = FULL SCALE
IF BAR MEASURES:
1/2" = HALF SCALE

ORIGINAL
CHECKEDDRAWNDESIGNDATENO.

MESA LIFT STATION UPGRADE
S 608407/28/202341 of 65Page 594 of 1523

309-SCALE: NONE310-SCALE: NONETYPICAL VERTICAL REINF LAP SPLICE#11#10#9#8#7#6#5#4F'c=4,000 PSI#3SIZEBARF'y = 60 KSINOTES:16'Lt''d'1.ALL VERTICAL REINFORCING FOR COLUMN,PIERS AND WALLS SHALL BE DOWELED ASSHOWN UON.2.MINIMUM CLEAR SPACING 2d, MINIMUMCOVER 2".3.DOWELS SHALL BE THE SAME GRADE, SIZE,QUANTITY AND/OR SPACING AS VERTICALREINFORCING.202632385563708087191716141211976Ldh2'-0"TYPLdhHOOK EMBED(IN)TYP HORIZONTAL REINF LAP SPLICENOTES:2" MIN.2d "d"TYPLAP PER SCHEDSTAGGER LENGTH =LAP SPLICE LENGTH1.SPLICE LENGTH SHALL BE DETERMINED FROM THE SIZEOF THE SMALLER BAR SPLICED.2.MINIMUM COVER 2", MINIMUM BAR CLEAR SPACING 2BAR DIAMETERS.3.TOP BARS ARE DEFINED AS BARS WITH 12" OR MORE OFFRESH CONCRETE PLACED BELOW THEM.4.CONCRETE MASONRY UNITS LAP 48d MIN HORIZ & VERTREINF.5.Lt VALUES IN SCHEDULE SHALL BE MULTIPLIED BY 1.3FOR LIGHT WEIGHT CONCRETE.BARSIZE#3TENSION LAP "Lt" (IN.)F'c=4,000 P.S.I.2533#441#549#671#781#891#9103#10113#11F'y = 60,000 P.S.I. (CLASS "B")HARDROCK CONCRETETOPBARSOTHERBARS202632385563708087HORIZONTALREINFORCINGDWL ORBARWIRETIE TYPVERTICALREINFTENSION LAP'Lt' (IN.)E N G I N E E R I N G533 W 2600 S, SUITE 275, BOUNTIFUL, UT 84010PHONE (801) 299-1327 FAX (801) 299-015393S902GENERAL

STRUCTURAL DETAILS
B 07-28-2023 CN SML EN
7/19/2023 C:\USERS\SMLEE\ONEDRIVE - KLEINFELDER\KLEINFELDER\STRUCTURAL GROUP (KLF-SAN DIEGO DWNTN) TEAM - CAD\93S902.DWG KLEINFELDERBright people, Right Solutions.0 1/2 1 DRAWING IS TO SCALE 1" = FULL SCALE
IF BAR MEASURES:
1/2" = HALF SCALE

ORIGINAL
CHECKEDDRAWNDESIGNDATENO.

MESA LIFT STATION UPGRADE
S 608407/28/202342 of 65Page 595 of 1523

ABS REINFORCED WING NUTPIPE PLUG SERIES 143-9,CHERNE GRIPPER PLUG OR EQUAL1/2" SS PLATE(4) 1/2"Ø SSANCHOR BOLTSPOLYURETHANESEALANTEXISTING PIPEFLOORSLAB2" MIN2" MIN2" MIN ABS REINFORCED WING NUTPIPE PLUG SERIES 143-9,CHERNE GRIPPER PLUG OREQUAL1/2" SS PLATE2" MIN2" MIN EXISTINGPIPE(4) 1/2"Ø SSANCHOR BOLTSPOLYURETHANESEALANTNTSFLOOR / WALL PIPE PLUGS126NOTE:1-ALL FLOOR PENETRATIONS FOR HARD PIPING OF EQUIPMENT SHALL HAVE A FLOOR SLEEVE.1"1/4" PLATE WALL FLANGEMATERIAL SAME AS SLEEVEPIPE SLEEVE MIN1/4" THICK STEELGALVANIZE AFTERFABRICATIONFLOORSLAB1"3"TYPPOLYURETHANESEALANT3/16"NTSFLOOR PIPE SLEEVES127SEE MFR FOR SIZE POLYURETHANE FOAM WITHPOLYURETHANE SEALANTON INTERIOR FACE IF BELOWWATER SURFACECORE FOR PIPEPENETRATIONLINK SEAL TYPEWALL PENETRATIONSEAL ASSEMBLYCAST IN PLACE RINGSTANDARD WEIGHTGALVANIZED PIPEOR EQUALPOLYURETHANE FOAMON EXTERIOR FACES(WHERE BURIED)NOTES:1-PIPE SLEEVE FOR WALL PENETRATION SEAL ASSEMBLY SIZED BY MANUFACTURER.2-BOLTS SHALL BE STAINLESS STEEL.NTSLINK SEALS131POSITIVE SEALGASKETING SYSTEMPIPE PERPLANWALLNON-SHRINKGROUT (TYP)NTSRUBBER BOOTS1320 1/2 1 DRAWING IS TO SCALE 1" = FULL SCALE
IF BAR MEASURES:
1/2" = HALF SCALE

ORIGINAL
CHECKEDDRAWNDESIGNDATENO.

STRUCTURAL DETAILS
B 03/03/2023 AQUA AQUA AQUA
2/28/2023 C:\USERS\KENNETH.BAETZ\ACCDOCS\AQUA ENGINEERING\002201.C - BEAUMONT MESA LIFT STATION\PROJECT FILES\990 DETAILS\STRUCTURAL DETAILS.DWG 03-31-202307/14/202307/28/202307-28-202343 of 65Page 596 of 1523

NOTES1-CONTRACTOR MAY USE A SS SERVICE SADDLE (ROMAC "30T" OR EQUAL) INLIEU OF THE THREADED WELD-O-LET.2-THE SADDLE SHALL BE FURNISHED WITH AN EPDM GASKET OR OTHER GASKETMATERIAL APPROPRIATE FOR AIR SERVICE AND TEMPERATURES UP TO 230°.INSTRUMENT (INSTALLED BYELECTRICAL CONTRACTOR)FOR PRESSURETRANSMITTER INSTALLATIONPROVIDE A SS BALL VALVESITE WITH THE INSTRUMENTMANUFACTURER AND ELECTRICALSUBCONTRACTORINSTALL TREATED SS WELD-O-LETFOR THIN WALL APPLICATION(WFI CL-300 OR EQUAL)COORDINATE REQUIRED SIZE WITHELECTRICAL SUBCONTRACTOR ANDINSTRUMENT MANUFACTURERPIPE (SEE DRAWINGS FORMATERIAL AND SCHEDULEFOR THERMAL MASS FLOW METERINSTALLATION PROVIDE A SS CHAINWITH A THREADED PLUG TACKHELD CHAIN TO PUCK PLUG SIZESHALL MATCH THE WELD-O-LETNTSINSTRUMENT PENETRATIONM12813 1/21111*SEE MFR.183632302420161412810663 1/26666644443 1/234433333*2 1/29*2 1/2*2 1/2*2 1/29992421 1/432 5/830 5/829 5/826 1/223 1/434 3/432 3/425 1/228 1/131 1/219 7/818 7/815 5/813 5/814 5/811 5/820 3/419 3/422 1/415 1/418 1/416 1/2ADJUSTABLE PIPE SUPPORT APPROXIMATE DIMENSIONS IN INCHESPIPE DIA2 1/243 1/232 1/232 1/22 1/2'A'91 1/2*2 1/21 1/21 1/2999'B''C'810 1/48 1/28 1/4MINIMUM'D'11 1/211 3/41412MAXIMUM'D'13 1/213 1/213 1/213 1/213 1/2'D''B''A''C'1" MIN
3"
MIN
DRY PACK150 LB THREADEDREDUCING FLANGEGALVANIZED'D''B''A''C'ADJUSTABLE PIPESUPPORTGRINNELL FIG 264,ELCEN FIG 50,OR EQ'U' BOLT PIPE SUPPORTGRINNEL FIG 259,ELCEN FIG 49, OR EQSS ANCHOR BOLT OR SELF-DRILLINGCONCRETE SS ANCHOR W/STUD AND(2) NUTS EA, SIZE TO SUIT FLANGE(TYP OF 4 @ 90°)NTSADJUSTABLE PIPE SUPPORTM132DIMENSIONS IN INCHES17 1/47 5/8 (OMIT ONE)8 1/2 (OMIT ONE)'D' (APPROX)131 1/2(6) 7/8x8 1/212 TO 16(6) 1x918 TO 301 1/215'A'(4) 3/4x7(4) 5/8x66 TO 102 TO 4PIPE DIA'B'1 1/21 1/4'C'115 3/41/23/810 1/45/81/2'E'3/81/2'F'3/81/41 1/2"'D''D'1 1/2"'C''A' ANCHORBOLTBENT STL R,'E' THICK'F' STIFFENERPLATE (TYP)ANCHOR CLAMPELCEN FIG 405CEILINGOR WALL'A' ANCHORBOLT'B'(TYP)'E'VAR 1"3/16"1-2PIPEANCHOR CLAMPELCEN FIG 405NOTES:1-WHEN THICKNESS OF CONCRETE LIMITS THE USE OF ANCHOR BOLT LENGTHS ASTABULATED, SHORTER BOLTS WELDED TO REINFORCING BARS MAYBE USED.2-GALVANIZE AFTER FABRICATION.NTSPIPE ANCHORM133NOTES:1-UNLESS NOTED OTHERWISE, FOR INDOOR AND OUTDOOR LOCATIONS ALL MATERIAL SHALL BE STAINLESS STEEL. STRUTS SHALL BE 12 GAUGE CHANNEL (1 5/8"x1 5/8") 304 STAINLESS STEEL. PROVIDE NECESSARY STRUT ACCESSORIES TO ACCOMMODATE SUPPORT CONFIGURATION, INCLUDING CONNECTION FITTINGS AND POST BASES. UNLESS OTHERWISE NOTED. ALL NUTS, BOLTS,THREADED RODS, AND PIPE/CONDUIT STRAPS SHALL BE 304 STAINLESS STEEL. ALL ANCHOR BOLTS SHALL BE 304 STAINLESS STEEL.2-STRUT SYSTEM, INCLUDING ALL COMPONENTS, SHALL BE AS MANUFACTURED BY UNISTRUT,B-LINE, OR EQUAL.3-PROVIDE DOUBLE STRUT WHERE REQUIRED FOR LOAD OR CONFIGURATION.4-ALL CUT ENDS OF STRUT SHALL BE GROUND SMOOTH.5-PROVIDE PLASTIC CLOSURE CAPS WHERE INDICATED.6-FOR WET WELLS AND CORROSIVE LOCATIONS AND WHERE NOTED AS PS3-CORROSION RESISTANT OR PS3-CR, STRUTS SHALL BE HEAVY DUTY CHANNEL NONMETALIC (VINYLESTER)AS MANUFACTURED BY AIKINSTRUT, B-LINE, OR EQUAL. PROVIDE NECESSARY STRUT ACCESSORIES TO ACCOMMODATE SUPPORT CONFIGURATION, INCLUDING CONNECTION FITTINGS AND POST BASES. UNLESS OTHERWISE NOTED. ALL NUTS, BOLTS, THREADED RODS,AND PIPE/CONDUIT STRAPS SHALL BE POLYURETHANE. ALL CONCRETE ANCHOR BOLTS SHALLBE 316 STAINLESS STEEL EPOXY ANCHORS.WALL/SLAB1 5/8" SQ STRUTSTRUT PIPE CLAMPPIPE OR CONDUITAS SHOWNANCHOR WITH 3/8" SSEXP ANCHORS, 3"EMBEDMENT @ 1'-0" OCMAX AND 3" FROM EACH END1 5/8" SQ STRUTNUMBER OF PIPES/CONDUITAND SPACING PER DRAWINGSBOLT TO WALL WITH3/8" SS EXP ANCHORS,3" EMBEDMENT PROVIDEBOLTS @ 1'-0" OC AND3" FROM ENDSNTSWALL MOUNT PIPING/CONDUIT STRUT SUPPORTM1420 1/2 1 DRAWING IS TO SCALE 1" = FULL SCALE
IF BAR MEASURES:
1/2" = HALF SCALE

ORIGINAL
CHECKEDDRAWNDESIGNDATENO.

MECHANICAL DETAILS
B 03/03/2023 AQUA AQUA AQUA
3/29/2023 C:\USERS\KENNETH.BAETZ\ACCDOCS\AQUA ENGINEERING\002201.C - BEAUMONT MESA LIFT STATION\PROJECT FILES\990 DETAILS\MECHANICAL DETAILS.DWG 03-31-202307/14/202307/28/202307-28-202344 of 65Page 597 of 1523

PER PLAN5'-0" MAXSTRUT CHANNELAS REQUIREDPER PLAN4'-6" MAX SPACING1" NON-SHRINKGROUTLEVELING NUT (TYP)SST CONCRETEANCHORSSTRUT POST BASEPIPE CLAMPS4-HOLE TEE PLATE OR3-HOLE GUSSET PLATE,PER STRUT CHANNELMANUFACTURER'SREQUIREMENTS (TYP)NOTES:1-FOR PIPING INSTALLED HORIZONTALLY, ADD ADDITIONAL VERTICAL PREFORMED CHANNEL SUPPORT CENTERED BETWEEN HORIZONTALSUPPORTS.2-FOR UTILITY WATER, FOUL AIR, AND OTHER PIPING LESS THAN 4" DIAMETER (4" MAX) IS REQUIRED.3-MATERIAL SHALL BE AS NOTED ON DRAWINGS.4-CONTRACTOR SHALL DESIGN, AND FURNISH.5-CONTRACTOR SHALL PROVIDE DESIGN AND LAYOUT SUBMITTALS FOR ENGINEERS REVIEW AND APPROVAL PER SECTION 013300.NTSCONDUIT STRUT SUPPORTM143FREE STANDING PIPING/SCALE: NTSCOMBINATION VALVE W/ BACKWASH1/2" HARD PIPE (GSP SCH 40 FOREXTERIOR LOCATIONS, SCH 80PVC FOR INTERIOR),WITH QUICK DISCONNECTCOUPLING ON EACH END(ROUTE TO NEAREST SUPPORTPIPING AS REQUIRED WITH SSSTRUT ASSEMBLY DRAIN)ADDITIONALLOOSECOUPLING1" SS FULLFLOW BALL VALVE1/2" NPT PIPEPLUG (TYP)1/2" SS FULL FLOWBALL VALVE WITH QUICKDISCONNECT COUPLINGOUTLETSS 2", 3", OR 4"FLOW BALL VALVE(SIZE PER PLAN)INLETCOMPANION FLANGEOR BLIND FLANGEW/TAP2" CLEANOUTTHREADED GALV SCH 40NIPPLE SAME SIZE ASVALVE SIZEAIR RELIEFVALVE, SIZE NOTEDON DRAWINGSAIR RELIEF WASTEWATER SERVICE10010 1/2 1 DRAWING IS TO SCALE 1" = FULL SCALE
IF BAR MEASURES:
1/2" = HALF SCALE

ORIGINAL
CHECKEDDRAWNDESIGNDATENO.

MECHANICAL DETAILS
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12-31-24
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Beaumont City CouncilOctober 15, 2024

Beaumont City Council
October 15, 2024