Agenda packet — Beaumont City Council, May 7, 2024 (part 9 of 25)

FORM 5

SUMMARY OF BIDS FROM SUBCONTRACTORS

BIDS FROM SUBCONTRACTORS, SUPPLIERS, AND BROKERS
(MBE/WBE & NON-MBE/WBE)

THIS SUMMARY IS PREPARED BY THE PRIME CONTRACTOR
Type of Job
Company Name
Selected
Bid Amount
MBE
WBE
NON
List type of jobs alphabetically, from low to high in each category and selected low bidder. All other types of bidders such as DBE, SWBE SMBE, and Non-MBE/WBE should be shown in the "Non" column.

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FORM 6

MINORITY BUSINESS ENTERPRISE/WOMEN BUSINESS ENTERPRISE (MBE/WBE)

POSITIVE EFFORT CERTIFICATION BY APPLICANT/RECIPIENT

1. The apparent successful low bidder on the American Rescue Plan Act (ARPA) funded project number F-03 is
(name of bidder)

2. Before the City of Beaumont can consider bid awards to any bidder the applicant/recipient must certify to the following:

MINORITY BUSINESS ENTERPRISE (MBE)
The bidder has obtained % of MBE participation for this contract.

WOMEN BUSINESS ENTERPRISE (WBE)
The bidder has obtained % of WBE participation for this contract.

Also submitted are Forms 3 and 4 that contain a complete list of those MBE and WBE firms subcontracted with or with whom other types of agreements were made. The list includes the names of the firm, address, phone number and dollar amount involved.

The following affirmative steps as required by 40 CFR 35.3150 (d) have been taken:
(1) The contractor divided total requirements when economically feasible, into small tasks or quantities to permit maximum participation of minority and women's businesses. (2) The contractor established delivery schedules, where the requirements of the work permitted, which encouraged participation by minority and women's business. (3) The contractor included qualified minority and women's businesses on solicitation lists. (4) The contractor assures that minority and women's businesses were solicited, whenever they were potential sources.
(5)
The contractor used the services and assistance of the Small Business Administration and the Office of Minority Business Development Agency of the U.S. Department of Commerce.

It must be understood that the applicant/recipient in its role as a public trustee assumes primary responsibility to achieve an acceptable level of MBE/WBE utilization. This primary responsibility is a basic condition of the award of any ARPA financial assistance. Where an application/recipient fails to meet its obligations under these requirements the applicant/recipient may be declared non -responsive and may have funding either annulled, suspended or terminated.

In accepting these responsibilities, I hereby certify the above.

Name of Applicant/Recipient
Signature of Authorized Representative Date
Name and Title of Authorized Representative

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Addendum No. 1 — March 8, 2024
Addendum No. 1
CIP F-03 City Hall ADA Ramps
CIP F-03
City Hall ADA Ramps
This addendum is for the purpose of adding, clarifying, or deleting certain information to the construction contract documents as follows:

Questions & Answers

1. Based on the project funding, does the City have an award limit? City of Beaumont Response: Yes, the City has a contract award limit of $340,000.

Attachments
The following attachments are made a part of this addendum. • Sign -in sheet from the Mandatory Pre -Bid Meeting held on February 28, 2024.

Dated: March 8, 2024
By:

Date Received by Bidder:
(Bidder's Company Name)
(Bidder's Signature)
(Type or Print Name)
Bidder shall include a signed copy of this Addendum No. 1 with the bid proposal.

End of Addendum No. 1

Page 1039 of 2805 ends

CITY OF BEAUMONT
Project: CIP F-03 City Hall ADA Ramps
Pre -Bid Meeting: Wednesday February 28 2024 - 11:00 A.M. **Please provide a business card if available**
Contractor Name
Representative
Contractor Mailing Address
Telephone #
Email
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Addendum No. 2 — March 18, 2024
CIP F-03
City Hall ADA Ramps

BENIAONT
Addendum No. 2
CIP F-03 City Hall ADA Ramps
This Addendum is for the purpose of adding, clarifying, or deleting certain information to the construction contract documents as follows:

Federal Wage Determination
The following shall be considered as incorporated into the Bid Specifications for the aforementioned project. Information not specifically mentioned in this Addendum shall remain in force. • Remove Appendix B — Prevailing Wage Determination (CA20240025, Modification 2 dated 1/19/2024; Replace with Appendix B — Wage Determination (CA20240025, Modification 4 dated 3/8/2024.

Bidders are hereby notified; Addendum No. 2 must be acknowledged as stipulated in the Bid Specification instructions. Failure to do so shall result in the City designating such proposal as incomplete or "Non -Responsive"

APPROVED
bert Vestal, P.E.

Director of Public Works/City Engineer
End of Addendum No. 2

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3/18/24, 1:47 PM
SAM.gov
"General Decision Number: CA2O24OO25 03/08/2024
Superseded General Decision Number: CA2O23OO25
State: California
Construction Types: Building, Heavy (Heavy and Dredging) and Highway
County: Riverside County in California.

BUILDING CONSTRUCTION PROJECTS; DREDGING PROJECTS (does not include hopper dredge work); HEAVY CONSTRUCTION PROJECTS (does not include water well drilling); HIGHWAY CONSTRUCTION PROJECTS Note: Contracts subject to the Davis -Bacon Act are generally required to pay at least the applicable minimum wage rate required under Executive Order 14026 or Executive Order 13658.

Please note that these Executive Orders apply to covered contracts entered into by the federal government that are subject to the Davis -Bacon Act itself, but do not apply to contracts subject only to the Davis -Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(1).

If the contract is entered
into on or after January 30,
2022, or the contract is
renewed or extended (e.g., an
option is exercised) on or
after January 30, 2022:

If the contract was awarded on
or between January 1, 2015 and
January 29, 2022, and the
contract is not renewed or
extended on or after January
30, 2022:
. Executive Order 14026
generally applies to the
contract.
. The contractor must pay
all covered workers at
least $17.20 per hour (or
the applicable wage rate
listed on this wage
determination, if it is
higher) for all hours
spent performing on the
contract in 2024.
. Executive Order 13658
generally applies to the
contract.
. The contractor must pay all
covered workers at least
$12.90 per hour (or the
applicable wage rate listed
on this wage determination,
if it is higher) for all
hours spent performing on
that contract in 2024.

The applicable Executive Order minimum wage rate will be adjusted annually. If this contract is covered by one of the Executive Orders and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must still submit a
conformance request.

Additional information on contractor requirements and worker protections under the Executive Orders is available at
http://www.dol.gov/whd/govcontracts .

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3/18/24, 1:47 PM
Modification Number Publication Date
0 01/05/2024
1 01/12/2024
2 01/19/2024
3 02/23/2024
4 03/08/2024
ASBE0005-002 09/01/2023
Rates Fringes
SAM.gov
Asbestos Workers/Insulator
(Includes the application of
all insulating materials,
protective coverings,
coatings, and finishes to all
types of mechanical systems) $ 49.58 25.27
Fire Stop Technician
(Application of Firestopping
Materials for wall openings
and penetrations in walls,
floors, ceilings and curtain
walls) $ 36.97 20.36
ASBE0005-004 07/04/2022
Rates Fringes
Asbestos Removal
worker/hazardous material
handler (Includes
preparation, wetting,
stripping, removal,
scrapping, vacuuming, bagging
and disposing of all
insulation materials from
mechanical systems, whether
they contain asbestos or not)....$ 23.52 13.37
BOIL0092-003 01/01/2024
Rates Fringes
BOILERMAKER $ 51.98 42.11
* BRCA0004-011 05/01/2020
Rates Fringes
BRICKLAYER; MARBLE SETTER $ 41.48 18.63
*The wage scale for prevailing wage projects performed in Blythe, China lake, Death Valley, Fort Irwin, Twenty -Nine Palms, Needles and 1-15 corridor (Barstow to the Nevada State Line) will be Three Dollars ($3.00) above the
standard San Bernardino/Riverside County hourly wage rate BRCA0018-004 06/01/2022
Rates Fringes
MARBLE FINISHER $ 37.87 14.13
TILE FINISHER $ 32.44 12.54
TILE LAYER $ 45.05 18.33

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BRCA0018-010 09/01/2022
Rates Fringes
TERRAZZO FINISHER $ 38.37
TERRAZZO WORKER/SETTER $ 46.49

14.13 14.66
CARP0213-001 07/01/2021
Rates Fringes

CARPENTER
(1) Carpenter, Cabinet
Installer, Insulation
Installer, Hardwood Floor
Worker and acoustical
installer $ 51.60 16.28
(2) Millwright $ 52.10 16.48
(3) Piledrivermen/Derrick
Bargeman, Bridge or Dock
Carpenter, Heavy Framer,
Rock Bargeman or Scowman,
Rockslinger, Shingler
(Commercial) $ 51.73 16.28
(4) Pneumatic Nailer,
Power Stapler $ 51.85 16.28
(5) Sawfiler $ 51.69 16.28
(6) Scaffold Builder $ 42.80 16.28
(7) Table Power Saw
Operator $ 51.70 16.28
FOOTNOTE: Work of forming in the construction of open cut sewers or storm drains, on operations in which horizontal lagging is used in conjunction with steel H -Beams driven or placed in pre- drilled holes, for that portion of a lagged trench against which concrete is poured, namely, as a
substitute for back forms (which work is performed by
piledrivers): $0.13 per hour additional.

CARP0213-002 07/01/2021
Diver
Rates Fringes
(1) Wet $ 834.40 16.28
(2) Standby $ 445.84 16.28
(3) Tender $ 437.84 16.28
(4) Assistant Tender $ 413.84 16.28
Amounts in ""Rates' column are per day
CARP0213-004 07/01/2021
Rates Fringes
Drywall
DRYWALL INSTALLER/LATHER $ 51.60
STOCKER/SCRAPPER $ 22.16

16.28 8.62
CARP0721-001 07/01/2021
Rates Fringes

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Modular Furniture Installer $ 21.85 7.15
ELEC0440-001 01/01/2024
Rates Fringes

ELECTRICIAN
INSIDE ELECTRICIAN $ 53.76 3%+27.50

INTELLIGENT TRANSPORTATION

SYSTEMS
Electrician $ 36.99 3%+23.18
Technician $ 27.75 3%+23.18
ZONE PAY: Zone A: Free travel zone for all contractors
performing work in Zone A.

Zone B:Any work performed in Zone (B) shall add $12.00 per hour to the current wage scale. Zone (B) shall be the area from the eastern perimeter of Zone (A) to a line which runs north and south begininng at Little Morongo Canyon (San Bernardino/Riverside County Line), Southeast along the
Coachella Tunnels, Colorado River Aqueduct and Mecca
Tunnels to Pinkham Wash then South to Box Canyon Road, then southwest along Box Canyon Road to Highway 195 west onto 195 south to Highway 86 to Riverside/Imperial County Line.

ELEC1245-001 06/01/2022
Rates Fringes

LINE CONSTRUCTION
(1) Lineman; Cable splicer $ 64.40 22.58
(2) Equipment specialist
(operates crawler
tractors, commercial motor
vehicles, backhoes,
trenchers, cranes (50 tons
and below), overhead &
underground distribution
line equipment) $ 50.00 21.30
(3) Groundman $ 38.23 20.89
(4) Powderman $ 51.87 18.79
HOLIDAYS: New Year's Day, M.L. King Day, Memorial Day,
Independence Day, Labor Day, Veterans Day, Thanksgiving Day and day after Thanksgiving, Christmas Day
ELEV0018-001 01/01/2024
Rates Fringes
ELEVATOR MECHANIC $ 66.63 37.885+a+b
FOOTNOTE:
a. PAID VACATION: Employer contributes 8% of regular hourly rate as vacation pay credit for employees with more than 5 years of service, and 6% for 6 months to 5 years of service. b. PAID HOLIDAYS: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, Friday after Thanksgiving, and Christmas Day.

ENGI0012-004 08/01/2023

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Rates Fringes
OPERATOR: Power Equipment
(DREDGING)
(1) Leverman $ 64.10 34.60
(2) Dredge dozer $ 58.13 34.60
(3) Deckmate $ 58.02 34.60
(4) Winch operator (stern
winch on dredge) $ 57.47 34.60
(5) Fireman -Oiler,
Deckhand, Bargeman,
Leveehand $ 56.93 34.60
(6) Barge Mate $ 57.54 34.60
ENGIOO12-024 07/01/2023
Rates Fringes
OPERATOR: Power Equipment
(All Other Work)
GROUP 1 $ 53.90 32.80
GROUP 2 $ 54.68 32.80
GROUP 3 $ 54.97 32.80
GROUP 4 $ 56.46 32.80
GROUP 6 $ 56.68 32.80
GROUP 8 $ 56.79 32.80
GROUP 10 $ 56.91 32.80
GROUP 12 $ 57.08 32.80
GROUP 13 $ 57.18 32.80
GROUP 14 $ 57.21 32.80
GROUP 15 $ 57.29 32.80
GROUP 16 $ 57.41 32.80
GROUP 17 $ 57.58 32.80
GROUP 18 $ 57.68 32.80
GROUP 19 $ 57.79 32.80
GROUP 20 $ 57.91 32.80
GROUP 21 $ 58.08 32.80
GROUP 22 $ 58.18 32.80
GROUP 23 $ 58.29 32.80
GROUP 24 $ 58.41 32.80
GROUP 25 $ 58.58 32.80
OPERATOR: Power Equipment
(Cranes, Piledriving &
Hoisting)
GROUP 1 $ 55.25 32.80
GROUP 2 $ 56.03 32.80
GROUP 3 $ 56.32 32.80
GROUP 4 $ 56.46 32.80
GROUP 5 $ 56.68 32.80
GROUP 6 $ 56.79 32.80
GROUP 7 $ 56.91 32.80
GROUP 8 $ 57.08 32.80
GROUP 9 $ 57.25 32.80
GROUP 10 $ 58.25 32.80
GROUP 11 $ 59.25 32.80
GROUP 12 $ 60.25 32.80
GROUP 13 $ 61.25 32.80
OPERATOR: Power Equipment
(Tunnel Work)
GROUP 1 $ 55.75 32.80
GROUP 2 $ 56.53 32.80
GROUP 3 $ 56.82 32.80
GROUP 4 $ 56.96 32.80
GROUP 5 $ 57.18 32.80

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GROUP 6 $ 57.29 32.80
GROUP 7 $ 57.41 32.80
PREMIUM PAY:
$10.00 per hour shall be paid on all Power Equipment Operator work on the followng Military Bases: China Lake Naval
Reserve, Vandenberg AFB, Point Arguello, Seely Naval Base, Fort Irwin, Nebo Annex Marine Base, Marine Corp Logistics Base Yermo, Edwards AFB, 29 Palms Marine Base and Camp
Pendleton
Workers required to suit up and work in a hazardous material environment: $2.00 per hour additional. Combination mixer and compressor operator on gunite work shall be classified as a concrete mobile mixer operator.

SEE ZONE DEFINITIONS AFTER CLASSIFICATIONS

POWER EQUIPMENT OPERATORS CLASSIFICATIONS
GROUP 1: Bargeman; Brakeman; Compressor operator; Ditch Witch, with seat or similar type equipment; Elevator
operator -inside; Engineer Oiler; Forklift operator
(includes loed, lull or similar types under 5 tons;
Generator operator; Generator, pump or compressor plant operator; Pump operator; Signalman; Switchman
GROUP 2: Asphalt -rubber plant operator (nurse tank
operator);Coil Tubing Rig Operator, Concrete mixer
operator -skip type; Conveyor operator; Fireman; Forklift operator (includes loed, lull or similar types over 5 tons; Hydrostatic pump operator; oiler crusher (asphalt or
concrete plant); Petromat laydown machine; PJU side dum jack; Screening and conveyor machine operator (or similar types); Skiploader (wheel type up to 3/4 yd. without
attachment); Tar pot fireman; Temporary heating plant
operator; Trenching machine oiler
GROUP 3: Asphalt -rubber blend operator; Bobcat or similar type (Skid steer); Equipment greaser (rack); Ford Ferguson (with dragtype attachments); Helicopter radioman (ground); Stationary pipe wrapping and cleaning machine operator
GROUP 4: Asphalt plant fireman; Backhoe operator (mini -max or similar type); Boring machine operator; Boxman or mixerman (asphalt or concrete); Chip spreading machine operator; Concrete cleaning decontamination machine operator;
Concrete Pump Operator (small portable);Direct Push
Operator (Geoprobe or similar types) Drilling machine
operator, small auger types (Texoma super economatic or similar types - Hughes 100 or 200 or similar types -
drilling depth of 30' maximum); Equipment greaser (grease truck); Guard rail post driver operator; Highline cableway signalman; Hydra-hammer-aero stomper; Micro Tunneling
(above ground tunnel); Power concrete curing machine
operator; Power concrete saw operator; Power -driven jumbo form setter operator; Power sweeper operator; Rock Wheel Saw/Trencher; Roller operator (compacting); Screed operator (asphalt or concrete); Trenching machine operator (up to 6 ft.); Vacuum or much truck
GROUP 6: Articulating material hauler; Asphalt plant
engineer; Batch plant operator; Bit sharpener; Concrete joint machine operator (canal and similar type); Concrete

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planer operator; Dandy digger; Deck engine operator;
Derrickman (oilfield type); Drilling machine operator,
bucket or auger types (Calweld 100 bucket or similar types - Watson 1000 auger or similar types - Texoma 330, 500 or 600 auger or similar types - drilling depth of 45'
maximum); Drilling machine operator; Hydrographic seeder machine operator (straw, pulp or seed), Jackson track
maintainer, or similar type; Kalamazoo Switch tamper, or similar type; Machine tool operator; Maginnis internal full slab vibrator, Mechanical berm, curb or gutter(concrete or asphalt); Mechanical finisher operator (concrete,
Clary -Johnson -Bidwell or similar); Micro tunnel system (below ground); Pavement breaker operator (truck mounted); Road oil mixing machine operator; Roller operator (asphalt or finish), rubber -tired earth moving equipment (single engine, up to and including 25 yds. struck); Self-propelled tar pipelining machine operator; Skiploader operator
(crawler and wheel type, over 3/4 yd. and up to and
including 1-1/2 yds.); Slip form pump operator (power
driven hydraulic lifting device for concrete forms);
Tractor operator -bulldozer, tamper -scraper (single engine, up to 100 h.p. flywheel and similar types, up to and
including D-5 and similar types); Tugger hoist operator (1 drum); Ultra high pressure waterjet cutting tool system operator; Vacuum blasting machine operator
GROUP 8: Asphalt or concrete spreading operator (tamping or finishing); Asphalt paving machine operator (Barber Greene or similar type); Asphalt -rubber distribution operator; Backhoe operator (up to and including 3/4 yd.), small ford, Case or similar types; Cable Bundling Machine Operator
(excluding handheld); Cable Trenching Machine Operator
(Spider Plow or similar types) Cast -in -place pipe laying machine operator; Combination mixer and compressor operator (gunite work); Compactor operator (self-propelled);
Concrete mixer operator (paving); Crushing plant operator; Drill Doctor; Drilling machine operator, Bucket or auger types (Calweld 150 bucket or similar types - Watson 1500, 2000 2500 auger or similar types - Texoma 700, 800 auger or similar types - drilling depth of 60' maximum); Elevating grader operator; Grade checker; Gradall operator; Grouting machine operator; Heavy-duty repairman; Heavy equipment robotics operator; Kalamazoo balliste regulator or similar type; Kolman belt loader and similar type; Le Tourneau blob compactor or similar type; Loader operator (Athey, Euclid, Sierra and similar types); Mobark Chipper or similar; Ozzie padder or similar types; P.C. slot saw; Pneumatic concrete placing machine operator (Hackley-Presswell or similar
type); Pumperete gun operator; RCM Cementing Unit Operator, Rail/Switch Grinder Operator (Harsco or similar types)
Rock Drill or similar types; Rotary drill operator
(excluding caisson type); Rubber -tired earth -moving
equipment operator (single engine, caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds. up to and including 50 cu. yds. struck);
Rubber -tired earth -moving equipment operator (multiple engine up to and including 25 yds. struck); Rubber -tired scraper operator (self -loading paddle wheel type -John Deere, 1040 and similar single unit); Self- propelled curb and gutter machine operator; Shuttle buggy; Skiploader
operator (crawler and wheel type over 1-1/2 yds. up to and including 6-1/2 yds.); Soil remediation plant operator; Surface heaters and planer operator; Tractor compressor drill combination operator; Tractor operator (any type
larger than D-5 - 100 flywheel h.p. and over, or

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similar -bulldozer, tamper, scraper and push tractor single engine); Tractor operator (boom attachments), Traveling pipe wrapping, cleaning and bendng machine operator;
Trenching machine operator (over 6 ft. depth capacity,
manufacturer's rating); trenching Machine with Road Miner attachment (over 6 ft depth capacity): Ultra high pressure waterjet cutting tool system mechanic; Water pull
(compaction) operator
GROUP 10: Drilling machine operator, Bucket or auger types (Calweld 200 B bucket or similar types -Watson 3000 or 5000 auger or similar types-Texoma 900 auger or similar
types -drilling depth of 105' maximum); Dual drum mixer, dynamic compactor LDC350 (or similar types); Monorail
locomotive operator (diesel, gas or electric); Motor
patrol -blade operator (single engine); Multiple engine tractor operator (Euclid and similar type -except Quad 9 cat.); Rubber -tired earth -moving equipment operator (single engine, over 50 yds. struck); Pneumatic pipe ramming tool and similar types; Prestressed wrapping machine operator; Rubber -tired earth -moving equipment operator (single
engine, over 50 yds. struck); Rubber tired earth moving equipment operator (multiple engine, Euclid, caterpillar and similar over 25 yds. and up to 50 yds. struck), Tower crane repairman; Tractor loader operator (crawler and wheel type over 6-1/2 yds.); Woods mixer operator (and similar Pugmill equipment)
GROUP 12: Auto grader operator; Automatic slip form operator; Drilling machine operator, bucket or auger types (Calweld, auger 200 CA or similar types - Watson, auger 6000 or
similar types - Hughes Super Duty, auger 200 or similar types - drilling depth of 175' maximum); Hoe ram or similar with compressor; Mass excavator operator less tha 750 cu. yards; Mechanical finishing machine operator; Mobile form traveler operator; Motor patrol operator (multi -engine); Pipe mobile machine operator; Rubber -tired earth- moving equipment operator (multiple engine, Euclid, Caterpillar and similar type, over 50 cu. yds. struck); Rubber -tired self- loading scraper operator (paddle -wheel -auger type self -loading - two (2) or more units)
GROUP 13: Rubber -tired earth -moving equipment operator operating equipment with push-pull system (single engine, up to and including 25 yds. struck)
GROUP 14: Canal liner operator; Canal trimmer operator; Remote- control earth -moving equipment operator (operating a second piece of equipment: $1.00 per hour additional); Wheel excavator operator (over 750 cu. yds.)
GROUP 15: Rubber -tired earth -moving equipment operator, operating equipment with push-pull system (single engine, Caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds. and up to and including 50 yds. struck); Rubber -tired earth -moving equipment operator, operating equipment with push-pull system (multiple
engine -up to and including 25 yds. struck)
GROUP 16: Rubber -tired earth -moving equipment operator, operating equipment with push-pull system (single engine, over 50 yds. struck); Rubber -tired earth -moving equipment operator, operating equipment with push-pull system
(multiple engine, Euclid, Caterpillar and similar, over 25 yds. and up to 50 yds. struck)

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GROUP 17: Rubber -tired earth -moving equipment operator, operating equipment with push-pull system (multiple engine, Euclid, Caterpillar and similar, over 50 cu. yds. struck); Tandem tractor operator (operating crawler type tractors in tandem - Quad 9 and similar type)
GROUP 18: Rubber -tired earth -moving equipment operator, operating in tandem (scrapers, belly dumps and similar
types in any combination, excluding compaction units -
single engine, up to and including 25 yds. struck)
GROUP 19: Rotex concrete belt operator (or similar types); Rubber -tired earth -moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any
combination, excluding compaction units - single engine, Caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds.and up to and including 50 cu. yds. struck); Rubber -tired earth -moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction
units - multiple engine, up to and including 25 yds. struck) GROUP 20: Rubber -tired earth -moving equipment operator, operating in tandem (scrapers, belly dumps and similar
types in any combination, excluding compaction units -
single engine, over 50 yds. struck); Rubber -tired
earth -moving equipment operator, operating in tandem
(scrapers, belly dumps, and similar types in any
combination, excluding compaction units - multiple engine, Euclid, Caterpillar and similar, over 25 yds. and up to 50 yds. struck)
GROUP 21: Rubber -tired earth -moving equipment operator, operating in tandem (scrapers, belly dumps and similar
types in any combination, excluding compaction units -
multiple engine, Euclid, Caterpillar and similar type, over 50 cu. yds. struck)
GROUP 22: Rubber -tired earth -moving equipment operator, operating equipment with the tandem push-pull system
(single engine, up to and including 25 yds. struck)
GROUP 23: Rubber -tired earth -moving equipment operator, operating equipment with the tandem push-pull system
(single engine, Caterpillar, Euclid, Athey Wagon and
similar types with any and all attachments over 25 yds. and up to and including 50 yds. struck); Rubber -tired
earth -moving equipment operator, operating with the tandem push-pull system (multiple engine, up to and including 25 yds. struck)
GROUP 24: Rubber -tired earth -moving equipment operator, operating equipment with the tandem push-pull system
(single engine, over 50 yds. struck); Rubber -tired
earth -moving equipment operator, operating equipment with the tandem push-pull system (multiple engine, Euclid,
Caterpillar and similar, over 25 yds. and up to 50 yds. struck)
GROUP 25: Concrete pump operator -truck mounted; Rubber -tired earth -moving equipment operator, operating equipment with the tandem push-pull system (multiple engine, Euclid,
Caterpillar and similar type, over 50 cu. yds. struck); Spyder Excavator Operator, with all attachments

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CRANES, PILEDRIVING AND HOISTING EQUIPMENT CLASSIFICATIONS GROUP 1: Engineer oiler; Fork lift operator (includes loed, lull or similar types)
GROUP 2: Truck crane oiler
GROUP 3: A -frame or winch truck operator; Ross carrier operator (jobsite)
GROUP 4: Bridge -type unloader and turntable operator;
Helicopter hoist operator
GROUP 5: Hydraulic boom truck; Stinger crane (Austin -Western or similar type); Tugger hoist operator (1 drum)
GROUP 6: Bridge crane operator; Cretor crane operator; Hoist operator (Chicago boom and similar type); Lift mobile
operator; Lift slab machine operator (Vagtborg and similar types); Material hoist and/or manlift operator; Polar
gantry crane operator; Self Climbing scaffold (or similar type); Shovel, backhoe, dragline, clamshell operator (over 3/4 yd. and up to 5 cu. yds. mrc); Tugger hoist operator GROUP 7: Pedestal crane operator; Shovel, backhoe, dragline, clamshell operator (over 5 cu. yds. mrc); Tower crane
repair; Tugger hoist operator (3 drum)
GROUP 8: Crane operator (up to and including 25 ton
capacity); Crawler transporter operator; Derrick barge
operator (up to and including 25 ton capacity); Hoist
operator, stiff legs, Guy derrick or similar type (up to and including 25 ton capacity); Shovel, backhoe, dragline, clamshell operator (over 7 cu. yds., M.R.C.)
GROUP 9: Crane operator (over 25 tons and up to and including 50 tons mrc); Derrick barge operator (over 25 tons up to and including 50 tons mrc); Highline cableway operator; Hoist operator, stiff legs, Guy derrick or similar type (over 25 tons up to and including 50 tons mrc); K -crane operator; Polar crane operator; Self erecting tower crane operator maximum lifting capacity ten tons
GROUP 10: Crane operator (over 50 tons and up to and
including 100 tons mrc); Derrick barge operator (over 50 tons up to and including 100 tons mrc); Hoist operator, stiff legs, Guy derrick or similar type (over 50 tons up to and including 100 tons mrc), Mobile tower crane operator (over 50 tons, up to and including 100 tons M.R.C.);
GROUP 11: Crane operator (over 100 tons and up to and
including 200 tons mrc); Derrick barge operator (over 100 tons up to and including 200 tons mrc); Hoist operator, stiff legs, Guy derrick or similar type (over 100 tons up to and including 200 tons mrc); Mobile tower crane operator (over 100 tons up to and including 200 tons mrc) ; Tower crane operator and tower gantry
GROUP 12: Crane operator (over 200 tons up to and including 300 tons mrc); Derrick barge operator (over 200 tons up to and including 300 tons mrc); Hoist operator, stiff legs, Guy derrick or similar type (over 200 tons, up to and
including 300 tons mrc); Mobile tower crane operator (over 200 tons, up to and including 300 tons mrc)

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GROUP 13: Crane operator (over 300 tons); Derrick barge operator (over 300 tons); Helicopter pilot; Hoist operator, stiff legs, Guy derrick or similar type (over 300 tons); Mobile tower crane operator (over 300 tons)

TUNNEL CLASSIFICATIONS
GROUP 1: Skiploader (wheel type up to 3/4 yd. without
attachment)
GROUP 2: Power -driven jumbo form setter operator
GROUP 3: Dinkey locomotive or motorperson (up to and
including 10 tons)
GROUP 4: Bit sharpener; Equipment greaser (grease truck); Slip form pump operator (power -driven hydraulic lifting device for concrete forms); Tugger hoist operator (1 drum); Tunnel locomotive operator (over 10 and up to and including 30 tons)
GROUP 5: Backhoe operator (up to and including 3/4 yd.); Small Ford, Case or similar; Drill doctor; Grouting machine operator; Heading shield operator; Heavy-duty repairperson; Loader operator (Athey, Euclid, Sierra and similar types); Mucking machine operator (1/4 yd., rubber -tired, rail or track type); Pneumatic concrete placing machine operator (Hackley-Presswell or similar type); Pneumatic heading
shield (tunnel); Pumperete gun operator; Tractor compressor drill combination operator; Tugger hoist operator (2 drum); Tunnel locomotive operator (over 30 tons)
GROUP 6: Heavy Duty Repairman
GROUP 7: Tunnel mole boring machine operator

ENGINEERS ZONES
$1.00 additional per hour for all of IMPERIAL County and the portions of KERN, RIVERSIDE & SAN BERNARDINO Counties as defined below:

That area within the following Boundary: Begin in San
Bernardino County, approximately 3 miles NE of the intersection of I-15 and the California State line at that point which is the NW corner of Section 1, T17N,m R14E, San Bernardino Meridian. Continue W in a straight line to that point which is the SW corner of the northwest quarter of Section 6, T275, R42E, Mt. Diablo Meridian. Continue North to the intersection with the Inyo County Boundary at that point which is the NE corner of the western half of the northern quarter of Section 6, T25S, R42E, MDM. Continue W along the Inyo and San
Bernardino County boundary until the intersection with Kern County, as that point which is the SE corner of Section 34, T245, R40E, MDM. Continue W along the Inyo and Kern County boundary until the intersection with Tulare County, at that point which is the SW corner of the SE quarter of Section 32, T24S, R37E, MDM. Continue W along the Kern and Tulare County boundary, until that point which is the NW corner of T25S, R32E, MDM. Continue S following R32E lines to the NW corner of T31S, R32E, MDM. Continue W to the NW corner of T31S, R31E, MDM. Continue S to the SW corner of T32S, R31E, MDM. Continue W to SW corner of SE quarter of Section 34, T32S, R30E, MDM.

Continue S to SW corner of T11N, R17W, SBM. Continue E along

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south boundary of T11N, SBM to SW corner of T11N, R7W, SBM.

Continue S to SW corner of T9N, R7W, SBM. Continue E along south boundary of T9N, SBM to SW corner of T9N, R1E, SBM.

Continue S along west boundary of R1E, SMB to Riverside County line at the SW corner of T1S, R1E, SBM. Continue E along south boundary of Tis, SBM (Riverside County Line) to SW corner of T1S, R10E, SBM. Continue S along west boundary of R10E, SBM to Imperial County line at the SW corner of T8S, R10E, SBM.

Continue W along Imperial and Riverside county line to NW corner of T9S, R9E, SBM. Continue S along the boundary between Imperial and San Diego Counties, along the west edge of R9E, SBM to the south boundary of Imperial County/California state line. Follow the California state line west to Arizona state line, then north to Nevada state line, then continuing NW back to start at the point which is the NW corner of Section 1, T17N, R14E, SBM
$1.00 additional per hour for portions of SAN LUIS OBISPO, KERN, SANTA BARBARA & VENTURA as defined below:

That area within the following Boundary: Begin approximately 5 miles north of the community of Cholame, on the Monterey County and San Luis Obispo County boundary at the NW corner of T25S, R16E, Mt. Diablo Meridian. Continue south along the west side of R16E to the SW corner of T30S, R16E, MDM. Continue E to SW corner of T30S, R17E, MDM. Continue S to SW corner of T31S, R17E, MDM. Continue E to SW corner of T31S, R18E, MDM.

Continue S along West side of R18E, MDM as it crosses into San Bernardino Meridian numbering area and becomes R30W. Follow the west side of R30W, SBM to the SW corner of T9N, R30W, SBM.

Continue E along the south edge of T9N, SBM to the Santa Barbara County and Ventura County boundary at that point whch is the SW corner of Section 34.T9N, R24W, SBM, continue S along the Ventura County line to that point which is the SW corner of the SE quarter of Section 32, T7N, R24W, SBM. Continue E along the south edge of T7N, SBM to the SE corner to T7N, R21W, SBM. Continue N along East side of R21W, SBM to Ventura County and Kern County boundary at the NE corner of T8N, R21W.

Continue W along the Ventura County and Kern County boundary to the SE corner of T9N, R21W. Continue North along the East edge of R21W, SBM to the NE corner of T12N, R21W, SBM. Continue West along the north edge of T12N, SBM to the SE corner of T32S, R21E, MDM. [T12N SBM is a think strip between T11N SBM and T32S MDM]. Continue North along the East side of R21E, MDM to the Kings County and Kern County border at the NE corner of T25S, R21E, MDM, continue West along the Kings County and Kern County Boundary until the intersection of San Luis Obispo County. Continue west along the Kings County and San Luis Obispo County boundary until the intersection with Monterey County. Continue West along the Monterey County and San Luis Obispo County boundary to the beginning point at the NW corner of T25S, R16E, MDM.
$2.00 additional per hour for INYO and MONO Counties and the Northern portion of SAN BERNARDINO County as defined below:

That area within the following Boundary: Begin at the
intersection of the northern boundary of Mono County and the California state line at the point which is the center of Section 17, T1ON, R22E, Mt. Diablo Meridian. Continue S then SE along the entire western boundary of Mono County, until it reaches Inyo County at the point which is the NE corner of the Western half of the NW quarter of Section 2, T8S, R29E, MDM.

Continue SSE along the entire western boundary of Inyo County,

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until the intersection with Kern County at the point which is the SW corner of the SE 1/4 of Section 32, T24S, R37E, MDM.

Continue E along the Inyo and Kern County boundary until the intersection with San Bernardino County at that point which is the SE corner of section 34, T24S, R40E, MDM. Continue E along the Inyo and San Bernardino County boundary until the point which is the NE corner of the Western half of the NW quarter of Section 6, T25S, R42E, MDM. Continue S to that point which is the SW corner of the NW quarter of Section 6, T27S, R42E, MDM.

Continue E in a straight line to the California and Nevada state border at the point which is the NW corner of Section 1, T17N, R14E, San Bernardino Meridian. Then continue NW along the state line to the starting point, which is the center of Section 18, T1ON, R22E, MDM.

REMAINING AREA NOT DEFINED ABOVE RECIEVES BASE RATE
IRON0433-006 01/01/2024
Rates Fringes

IRONWORKER
Fence Erector $ 42.53 26.26
Ornamental, Reinforcing
and Structural $ 47.45 34.90
PREMIUM PAY:
$9.00 additional per hour at the following locations:

China Lake Naval Test Station, Chocolate Mountains Naval Reserve-Niland,
Edwards AFB, Fort Irwin Military Station, Fort Irwin Training Center -Goldstone, San Clemente Island, San Nicholas Island, Susanville Federal Prison, 29 Palms - Marine Corps, U.S. Marine Base - Barstow, U.S. Naval Air Facility - Sealey, Vandenberg AFB Army Defense Language Institute - Monterey, Fallon Air Base, Naval Post Graduate School - Monterey, Yermo Marine Corps Logistics Center
Port Hueneme, Port Mugu, U.S. Coast Guard Station - Two Rock LAB00300-005 08/01/2022
Rates Fringes
Asbestos Removal Laborer $ 39.23 23.28
SCOPE OF WORK: Includes site mobilization, initial site cleanup, site preparation, removal of asbestos -containing material and toxic waste, encapsulation, enclosure and
disposal of asbestos- containing materials and toxic waste by hand or with equipment or machinery; scaffolding,
fabrication of temporary wooden barriers and assembly of decontamination stations.

LAB00345-001 07/01/2022
Rates Fringes

LABORER (GUNITE)

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GROUP 1 $ 48.50 21.37
GROUP 2 $ 47.55 21.37
GROUP 3 $ 44.01 21.37
FOOTNOTE: GUNITE PREMIUM PAY: Workers working from a
Bosn'n's Chair or suspended from a rope or cable shall
receive 40 cents per hour above the foregoing applicable classification rates. Workers doing gunite and/or
shotcrete work in a tunnel shall receive 35 cents per hour above the foregoing applicable classification rates, paid on a portal-to-portal basis. Any work performed on, in or above any smoke stack, silo, storage elevator or similar type of structure, when such structure is in excess of
75'-0"" above base level and which work must be performed in whole or in part more than 75'-0"" above base level, that work performed above the 75'-0"" level shall be compensated for at 35 cents per hour above the applicable
classification wage rate.

GUNITE LABORER CLASSIFICATIONS
GROUP 1: Rodmen, Nozzlemen
GROUP 2: Gunmen
GROUP 3: Reboundmen
LABO1184-001 07/01/2022
Rates Fringes
Laborers: (HORIZONTAL

DIRECTIONAL DRILLING)
(1) Drilling Crew Laborer $ 40.69 18.25
(2) Vehicle Operator/Hauler$ 40.86 18.25
(3) Horizontal Directional
Drill Operator $ 42.71 18.25
(4) Electronic Tracking
Locator $ 44.71 18.25
Laborers: (STRIPING/SLURRY
SEAL)
GROUP 1 $ 41.90 21.32
GROUP 2 $ 43.20 21.32
GROUP 3 $ 45.21 21.32
GROUP 4 $ 46.95 21.32

LABORERS - STRIPING CLASSIFICATIONS
GROUP 1: Protective coating, pavement sealing, including repair and filling of cracks by any method on any surface in parking lots, game courts and playgrounds; carstops; operation of all related machinery and equipment; equipment repair technician
GROUP 2: Traffic surface abrasive blaster; pot tender - removal of all traffic lines and markings by any method (sandblasting, waterblasting, grinding, etc.) and
preparation of surface for coatings. Traffic control
person: controlling and directing traffic through both
conventional and moving lane closures; operation of all related machinery and equipment
GROUP 3: Traffic delineating device applicator: Layout and application of pavement markers, delineating signs, rumble

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and traffic bars, adhesives, guide markers, other traffic delineating devices including traffic control. This
category includes all traffic related surface preparation (sandblasting, waterblasting, grinding) as part of the
application process. Traffic protective delineating system installer: removes, relocates, installs, permanently
affixed roadside and parking delineation barricades,
fencing, cable anchor, guard rail, reference signs,
monument markers; operation of all related machinery and equipment; power broom sweeper
GROUP 4: Striper: layout and application of traffic stripes and markings; hot thermo plastic; tape traffic stripes and markings, including traffic control; operation of all
related machinery and equipment
LAB01184-002 07/01/2022
Rates Fringes

LABORER (TUNNEL)
GROUP 1 $ 45.68 23.30
GROUP 2 $ 46.00 23.30
GROUP 3 $ 46.46 23.30
GROUP 4 $ 47.15 23.30

LABORER
GROUP 1 $ 36.39 21.04
GROUP 2 $ 36.94 21.04
GROUP 3 $ 37.49 21.04
GROUP 4 $ 39.04 21.04
GROUP 5 $ 39.39 21.04

LABORER CLASSIFICATIONS
GROUP 1: Cleaning and handling of panel forms; Concrete screeding for rough strike -off; Concrete, water curing; Demolition laborer, the cleaning of brick if performed by a worker performing any other phase of demolition work, and the cleaning of lumber; Fire watcher, limber, brush loader, piler and debris handler; Flag person; Gas, oil and/or
water pipeline laborer; Laborer, asphalt -rubber material loader; Laborer, general or construction; Laborer, general clean-up; Laborer, landscaping; Laborer, jetting; Laborer, temporary water and air lines; Material hose operator
(walls, slabs, floors and decks); Plugging, filling of shee bolt holes; Dry packing of concrete; Railroad maintenance, repair track person and road beds; Streetcar and railroad construction track laborers; Rigging and signaling; Scaler; Slip form raiser; Tar and mortar; Tool crib or tool house laborer; Traffic control by any method; Window cleaner; Wire mesh pulling - all concrete pouring operations
GROUP 2: Asphalt shoveler; Cement dumper (on 1 yd. or larger mixer and handling bulk cement); Cesspool digger and
installer; Chucktender; Chute handler, pouring concrete, the handling of the chute from readymix trucks, such as walls, slabs, decks, floors, foundation, footings, curbs, gutters and sidewalks; Concrete curer, impervious membrane and form oiler; Cutting torch operator (demolition); Fine grader, highways and street paving, airport, runways and similar type heavy construction; Gas, oil and/or water
pipeline wrapper - pot tender and form person; Guinea
chaser; Headerboard person - asphalt; Laborer, packing rod steel and pans; Membrane vapor barrier installer; Power

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broom sweeper (small); Riprap stonepaver, placing stone or wet sacked concrete; Roto scraper and tiller; Sandblaster (pot tender); Septic tank digger and installer(lead); Tank scaler and cleaner; Tree climber, faller, chain saw
operator, Pittsburgh chipper and similar type brush
shredder; Underground laborer, including caisson bellower GROUP 3: Buggymobile person; Concrete cutting torch; Concrete pile cutter; Driller, jackhammer, 2-1/2 ft. drill steel or longer; Dri-pak-it machine; Gas, oil and/or water pipeline wrapper, 6 -in. pipe and over, by any method, inside and out; High scaler (including drilling of same); Hydro seeder and similar type; Impact wrench multi -plate; Kettle person, pot person and workers applying asphalt, lay-kold,
creosote, lime caustic and similar type materials
(""applying"" means applying, dipping, brushing or handling of such materials for pipe wrapping and waterproofing); Operator of pneumatic, gas, electric tools, vibrating
machine, pavement breaker, air blasting, come-alongs, and similar mechanical tools not separately classified herein; Pipelayer's backup person, coating, grouting, making of joints, sealing, caulking, diapering and including rubber gasket joints, pointing and any and all other services; Rock slinger; Rotary scarifier or multiple head concrete chipping scarifier; Steel headerboard and guideline setter; Tamper, Barko, Wacker and similar type; Trenching machine, hand -propelled
GROUP 4: Asphalt raker, lute person, ironer, asphalt dump person, and asphalt spreader boxes (all types); Concrete core cutter (walls, floors or ceilings), grinder or sander; Concrete saw person, cutting walls or flat work, scoring old or new concrete; Cribber, shorer, lagging, sheeting and trench bracing, hand -guided lagging hammer; Head rock
slinger; Laborer, asphalt- rubber distributor boot person; Laser beam in connection with laborers' work; Oversize
concrete vibrator operator, 70 lbs. and over; Pipelayer performing all services in the laying and installation of pipe from the point of receiving pipe in the ditch until completion of operation, including any and all forms of tubular material, whether pipe, metallic or non-metallic, conduit and any other stationary type of tubular device used for the conveying of any substance or element, whether water, sewage, solid gas, air, or other product whatsoever and without regard to the nature of material from which the tubular material is fabricated; No -joint pipe and stripping of same; Prefabricated manhole installer; Sandblaster
(nozzle person), water blasting, Porta Shot -Blast
GROUP 5: Blaster powder, all work of loading holes, placing and blasting of all powder and explosives of whatever type, regardless of method used for such loading and placing; Driller: All power drills, excluding jackhammer, whether core, diamond, wagon, track, multiple unit, and any and all other types of mechanical drills without regard to the form of motive power; Toxic waste removal

TUNNEL LABORER CLASSIFICATIONS
GROUP 1: Batch plant laborer; Changehouse person; Dump
person; Dump person (outside); Swamper (brake person and switch person on tunnel work); Tunnel materials handling person; Nipper; Pot tender, using mastic or other materials (for example, but not by way of limitation, shotcrete, etc.)

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GROUP 2: Chucktender, cabletender; Loading and unloading agitator cars; Vibrator person, jack hammer, pneumatic
tools (except driller); Bull gang mucker, track person; Concrete crew, including rodder and spreader
GROUP 3: Blaster, driller, powder person; Chemical grout jet person; Cherry picker person; Grout gun person; Grout mixer person; Grout pump person; Jackleg miner; Jumbo person; Kemper and other pneumatic concrete placer operator; Miner, tunnel (hand or machine); Nozzle person; Operating of
troweling and/or grouting machines; Powder person (primer house); Primer person; Sandblaster; Shotcrete person; Steel form raiser and setter; Timber person, retimber person, wood or steel; Tunnel Concrete finisher
GROUP 4: Diamond driller; Sandblaster; Shaft and raise work LAB01184-004 07/01/2022
Rates Fringes
Brick Tender $ 37.32 21.45
LAB01414-001 08/03/2022
Rates Fringes

LABORER
PLASTER CLEAN-UP LABORER $ 38.92
PLASTER TENDER $ 41.47

23.32 23.32
Work on a swing stage scaffold: $1.00 per hour additional.

PAIN0036-001 07/01/2023
Rates Fringes
Painters: (Including Lead
Abatement)
(1) Repaint (excludes San
Diego County) $ 29.59
(2) A11 Other Work $ 38.52

17.12 18.64
REPAINT of any previously painted structure. Exceptions:
work involving the aerospace industry, breweries,
commercial recreational facilities, hotels which operate commercial establishments as part of hotel service, and sports facilities.

PAIN0036-008 09/01/2022
Rates Fringes
DRYWALL FINISHER/TAPER $ 46.28 23.52
PAIN0036-015 01/01/2020
Rates Fringes
GLAZIER $ 43.45 23.39
FOOTNOTE: Additional $1.25 per hour for work in a condor, from the third (3rd) floor and up Additional $1.25 per

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hour for work on the outside of the building from a swing stage or any suspended contrivance, from the ground up
PLAS0200-009 08/03/2022
Rates Fringes
PLASTERER $ 47.37 19.64
PLAS0500-002 07/01/2020
Rates Fringes
CEMENT MASON/CONCRETE FINISHER...$ 38.50 25.91
* PLUM0016-001 09/01/2023
Rates Fringes

PLUMBER/PIPEFITTER
Work ONLY on new additions
and remodeling of bars,
restaurant, stores and
commercial buildings not
to exceed 5,000 sq. ft. of
floor space $ 53.51 25.28
Work ONLY on strip malls,
light commercial, tenant
improvement and remodel
work $ 42.49 23.86
All other work except work
on new additions and
remodeling of bars,
restaurant, stores and
commercial buildings not
to exceed 5,000 sq. ft. of
floor space and work on
strip malls, light
commercial, tenant
improvement and remodel
work $ 57.18 26.51
PLUM0345-001 09/01/2023
Rates Fringes

PLUMBER
Landscape/Irrigation Fitter.$ 40.20
Sewer & Storm Drain Work....$ 44.29

25.90 23.28
ROOF0036-002 08/13/2023
Rates Fringes
ROOFER $ 46.02 20.05
FOOTNOTE: Pitch premium: Work on which employees are exposed to pitch fumes or required to handle pitch, pitch base or pitch impregnated products, or any material containing coal tar pitch, the entire roofing crew shall receive $1.75 per hour ""pitch premium"" pay.

SFCA0669-002 01/01/2024

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Rates Fringes
SPRINKLER FITTER $ 45.31 27.91
SHEE01O5-003 01/01/2024
LOS ANGELES (South of a straight line drawn between Gorman and Big Pines)and Catalina Island, INYO, KERN (Northeast part, East of Hwy 395), MONO ORANGE, RIVERSIDE, AND SAN BERNARDINO COUNTIES Rates Fringes

SHEET METAL WORKER
(1) Commercial - New
Construction and Remodel
work $ 56.95 30.04
(2) Industrial work
including air pollution
control systems, noise
abatement, hand rails,
guard rails, excluding
aritechtural sheet metal
work, excluding A -C,
heating, ventilating
systems for human comfort $ 56.95 30.04
TEAM0O11-002 07/01/2023
Rates Fringes

TRUCK DRIVER
GROUP 1 $ 38.19 33.69
GROUP 2 $ 38.34 33.69
GROUP 3 $ 38.47 33.69
GROUP 4 $ 38.66 33.69
GROUP 5 $ 38.69 33.69
GROUP 6 $ 38.72 33.69
GROUP 7 $ 38.97 33.69
GROUP 8 $ 39.22 33.69
GROUP 9 $ 39.42 33.69
GROUP 10 $ 39.72 33.69
GROUP 11 $ 40.22 33.69
GROUP 12 $ 40.65 33.69
WORK ON ALL MILITARY BASES:

PREMIUM PAY: $3.00 per hour additional.
[29 palms Marine Base, Camp Roberts, China Lake, Edwards AFB, El Centro Naval Facility, Fort Irwin, Marine Corps
Logistics Base at Nebo & Yermo, Mountain Warfare Training Center, Bridgeport, Point Arguello, Point Conception,
Vandenberg AFB]

TRUCK DRIVERS CLASSIFICATIONS
GROUP 1: Truck driver
GROUP 2: Driver of vehicle or combination of vehicles - 2 axles; Traffic control pilot car excluding moving heavy equipment permit load; Truck mounted broom
GROUP 3: Driver of vehicle or combination of vehicles - 3

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axles; Boot person; Cement mason distribution truck; Fuel truck driver; Water truck - 2 axle; Dump truck, less than 16 yds. water level; Erosion control driver
GROUP 4: Driver of transit mix truck, under 3 yds.; Dumperete truck, less than 6-1/2 yds. water level
GROUP 5: Water truck, 3 or more axles; Truck greaser and tire person ($0.50 additional for tire person); Pipeline and utility working truck driver, including winch truck and plastic fusion, limited to pipeline and utility work;
Slurry truck driver
GROUP 6: Transit mix truck, 3 yds. or more; Dumperete truck, 6-1/2 yds. water level and over; Vehicle or combination of vehicles - 4 or more axles; Oil spreader truck; Dump truck, 16 yds. to 25 yds. water level
GROUP 7: A Frame, Swedish crane or similar; Forklift driver; Ross carrier driver
GROUP 8: Dump truck, 25 yds. to 49 yds. water level; Truck repair person; Water pull - single engine; Welder
GROUP 9: Truck repair person/welder; Low bed driver, 9 axles or over
GROUP 10: Dump truck - 50 yds. or more water level; Water pull - single engine with attachment
GROUP 11: Water pull - twin engine; Water pull - twin engine with attachments; Winch truck driver - $1.25 additional when operating winch or similar special attachments
GROUP 12: Boom Truck 17K and above
WELDERS - Receive rate prescribed for craft performing
operation to which welding is incidental.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis -Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health -related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health -related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at
https://www.dol.gov/agencies/whd/government-contracts .

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses

Page 1061 of 2805 ends

https://sam.gov/wage-determination/CA20240025/4 20/23

3/18/24, 1:47 PM SAM.gov
(29CFR 5.5 (a) (1) (iii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of ""identifiers"" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers
A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than ""SU"" or ""UAVG"" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this
classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers
Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average
calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers
Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those
classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010
08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date

Page 1062 of 2805 ends

https://sam.gov/wage-determination/CA20240025/4 21/23

3/18/24, 1:47 PM SAM.gov
for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:
* an existing published wage determination
* a survey underlying a wage determination
* a Wage and Hour Division letter setting forth a position on a wage determination matter
* a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour National Office because National Office has responsibility for the Davis -Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations
Wage and Hour Division
U.S. Department of Labor
200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator
U.S. Department of Labor
200 Constitution Avenue, N.W.

Washington, DC 20210
The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board
U.S. Department of Labor
200 Constitution Avenue, N.W.

Washington, DC 20210

4.) A11 decisions by the Administrative Review Board are final.

Page 1063 of 2805 ends

https://sam.gov/wage-determination/CA20240025/4 22/23

3/18/24, 1:47 PM SAM.gov
END OF GENERAL DECISION"

Page 1064 of 2805 ends

https://sam.gov/wage-determination/CA20240025/4 23/23

C24-37

CITY OF BEAUMONT

PUBLIC WORKS AGREEMENT
EXHIBIT "B"
CONTRACTOR'S Bid
16

Page 1065 of 2805 ends

City of Beaumont City Hall! ADA Ramps
Request for bid BEAUMONT CIP F-03
-CALIFORNIA-

BID FORM
NAME OF BIDDER: KGG Concrete, Inc.

The undersigned, hereby declare that we have carefully examined the location of the proposed Work, and have read and examined the Contract Documents, including all plans, specifications, and all addenda, if any, for the following Project:

CIP F-03 City Hall ADA Ramps
We hereby propose to furnish all labor, materials, equipment, tools, transportation, and services, and to discharge all duties and obligations necessary and required to perform and complete the Project for the following BASE BID TOTAL BID PRICE:

BASE
BID

BASE BID PRICE
(IN WRITTEN FORM)

BID PRICE
(IN NUMBERS)
TOTAL

BID PRICE
Three hundred ninety thousand
dollars
390,000.00
In case of discrepancy between the written price and the numerical price, the written price shall prevail.

BID FORM
10

Page 1066 of 2805 ends

City of Beaumont
Request for bid

BASE BID

BID SCHEDULE
CIP F-03 City Hall ADA Ramps
City Hall' ADA Ramps
CIP F-03
ITEM
NO.

DESCR
Bond, Insurance, General
Requirements, & Mobilization
EST.

QUANTITY/UN
IT

UNIT PRICE
(FIGURES)

TOTAL COST
(FIGURES)
1 1
Ls 12S- GOD
2 Selective Demolition and Disposal
including hazardous material
abatement
1 LS
DDD
3 Furnish and Install new ADA access
ramps, including all form work,
concrete, thermal and moisture
protection, relocation of drainage and
downspouts, metal fabrication of
handrails and railings, and all
associated work as provided in the
contract drawings and these
specifications, complete and in place.
1 LS
0-t)
V7°1
qo
PROJECT BASE BID SUBTOTAL:

In case of discrepancy between the unit price and the item cost set forth for a unit basis item, the unit price shall prevail and, shall be utilized as the basis for determining the lowest responsive, responsible bidder. However, if the amount set forth as a unit price is ambiguous, unintelligible or uncertain for any cause, or is omitted, or is the same amount as the entry in the "Item Cost" column, then the amount set forth in the "Item Cost" column for the item shall prevail and shall be divided by the estimated quantity for the item and the price thus obtained shall be the unit price. Final payment shall be determined by the Engineer from measured quantities of work performed based upon the unit price.

In case of discrepancy between the written price and the numerical price, the written price shall prevail.

BID FORM
12

Page 1067 of 2805 ends

City of Beaumont
City HaIII ADA Ramps
Re que st fo r bid BEAUMONT CIP F-03

DESIGNA TION OF SUBCONTRA CTORS
CIP F-03 City Hall ADA Ramps
In compliance with the Subletting and Subcontracting Fair Practices Act of the Public Contract Code of the State of California, each bidder shall set forth below: the name, the location of the place of business, the California contractor license number, and public works contractor registration number issued of each subcontractor who will perform work or labor or render service to the prime contractor in or about the construction of the work or improvement, or a subcontractor licensed by the State of California who, under subcontract to the prime contractor, specially fabricates and installs a portion of the work or improvement according to detailed drawings contained in the plans and specifications, in an amount in excess of one-half of 1 percent of the prime contractor's total bid.

Portion of the
Work
•
Subcontractor
Location of
Business
License
Number.

Public Works
Contractor
Registration
Number
% of
Work
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,� 0

DESIGNATION OF SUBCONTRACTORS
18

Page 1068 of 2805 ends

City of Beaumont
Request fo r bid

BEAUMONT
City HaIII ADA Ramps
CIP F-03
Portion of the
Work
Subcontractor
Location of
Business
License
Number.

Public Works
Contractor
Registration
Number
% of
Work

DESIGNATION OF SUBCONTRACTORS
19

Page 1069 of 2805 ends

City of Beaumont
Request for bid

BEAUMONT
City HaIII ADA Ramps
CIP F-03
Portion of the
Work
Subcontractor
Location of
Business
License
Number.

Public Works
Contractor
Registration
Number
% of
Work
i
1 Name of Bidder
Signature
Name and Title
Dated

DESIGNATION OF SUBCONTRACTORS
20

Page 1070 of 2805 ends

City of Beaumont
Request for bid
City HaIII ADA Ramps
BEAUONT CIP F-03

BID CERTIFICATION
Bidder certifies that it is licensed in accordance with the law providing for the registration of Contractors,
License No.

Expiration Date
Class of license
1107284
07/31/2025
A and B
If the bidder is a joint venture, each member of the joint venture must include the above information.

The undersigned acknowledges receipt, understanding and full consideration of the following addenda to the Contract Documents:

1. Addenda No. 1 thru 2

2. Attached is the required bid security in the amount of not less than 10% of the Total Bid Price.

3. Attached is the fully executed Non -Collusion Affidavit form.

4. Attached is the completed Designation of Subcontractors form.

5. Attached is the completed Bidder Information Form.

6. Attached is the completed Contractor's Certificate Regarding Workers' Compensation form.

Bidder acknowledges and understands that, pursuant to Public Contract Code Section 20676, sellers of "mined material" must be on an approved list of sellers published pursuant to Public Resources Code Section 2717(b) in order to supply mined material for this Contract.

I hereby certify under penalty of perjury under the laws of the State of California, that all of the information submitted in connection with this Bid and all of the representations made herein are true and correct.

Name of Bidder
Signature
Name and Title
Dated
KGG
Gavin Wakefield, President
03/27/2024
BID �FORM

Page 10131 of 2805 ends

City of Beaumont City Hall! ADA Ramps
Request for bid BEAUMONT CIP F-03

CONTRACTOR'S CERTIFICATE REGARDING

WORKERS' COMPENSATION
CIP F-03 City Hall ADA Ramps
I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers' compensation or to undertake self- insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this Contract.

Name of Bidder
Signature
Name and Title
Dated
KGG Co
Gavin Wakefield, President
03/27/2024

CONTRACTOR'S CERTIFICATE REGARDING

WORKERS' COMPENSATION
14

Page 1072 of 2805 ends

City of Beaumont ---- City Hall! ADA Ramps
Request for bid BEAUMONT CIP F-03

BID BOND
CIP F-03 City Hall ADA Ramps
The makers of this bond are,
KGG Concrete, Inc.
as Principal, and
Developers Surety and Indemnity Company
, as Surety
and are held and firmly bound unto the City of Beaumont, hereinafter called the City, in the penal sum of TEN PERCENT (10%) OF THE TOTAL BID PRICE of the Principal submitted to CITY for the work described below, for the payment of which sum in lawful money of the United States, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH that whereas the Principal has submitted the accompanying bid dated March 2 , 2024, for CIP F-03 Ramp Replacement.

If the Principal does not withdraw its bid within the time specified in the Contract Documents; and if the Principal is awarded the Contract and provides all documents to the City as required by the Contract Documents; then this obligation shall be null and void. Otherwise, this bond will remain in full force and effect.

Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract Documents shall in affect its obligation under this bond, and Surety does hereby waive notice of any such changes.

In the event a lawsuit is brought upon this bond by the City and judgment is recovered, the Surety shall pay all litigation expenses incurred by the City in such suit, including reasonable attorneys' fees, court costs, expert witness fees and expenses.

BID BOND
15

Page 1073 of 2805 ends

City of Beaumont
Request for bid BEAUMONT
City Hall! ADA Ramps
CIP F-03
IN WITNESS WHEREOF, the above -bound parties have executed this instrument under their several seals this 26th day of March , 2024, the name and corporate seal of each corporation.
(Corporate Seal)
(Corporate Seal)
GAvin Wrtke►d.1 Presit
Title
Developers Surety and Indemnity Company
Surety
Allison Ocampo
Attorney -in -Fact
Attorney -In -Fact
(Attach Attorney -in -Fact Certificate) Title

BID BOND
16

Page 1074 of 2805 ends

City of Beaumont City Hall! ADA Ramps
Request for bid BEAUMONT CIP F-03
-C A L I F O R N t

STATE OF CALIFORNIA )
) ss.

CITY OF )
On this day of , in the year 2024, before me,
, a Notary Public in and for said state, personally
appeared , known to me to be the person
whose name is subscribed to the within instrument as the Attorney -In -Fact of the (Surety) acknowledged to me that he subscribed the name of the (Surety) thereto and his own name as Attorney -In -
Fact.

Notary Public in and for said State
(SEAL)
Com ssion expires:

NP: E: A copy of the Power -of -Attorney to local representatives of the bonding mpany must be attached hereto.

Spe g1fr(04^ w}nv1

BID BOND
17

Page 1075 of 2805 ends

POWER OF ATTORNEY FOR

COREPOINTE INSURANCE COMPANY

DEVELOPERS SURETY AND INDEMNITY COMPANY
59 Maiden Lane, 43rd Floor, New York, NY 10038
(212)220-7120
KNOW ALL BY THESE PRESENTS that, except as expressly limited herein, COREPOINTE INSURANCE COMPANY and DEVELOPERS SURETY AND INDEMNITY COMPANY, do hereby make, constitute and appoint:
•
Michael R. Strahan, E.B. Strahan and Allison Ocampo , of San Diego, CA as its true and lawful Attomey-in-Fact, to make, execute, deliver and acknowledge, for and on behaifofsaid companies, as sureties, bonds, undertakings and contracts of suretyship giving and granting unto said Attorney -in -Fact full power and authority to do and to perform every act necessary, requisite or proper to be done in connection therewith as each of said company could do, but reserving to each of said company full power of substitution and revocation, and all of the acts of said Attorney -in -Fact, pursuant to these presents, are hereby ratified and confirmed. This Power of Attorney is effective February 2, 2023 and shall expire on December 31, 2025.

This Power of Attorney is granted and is signed under and by authority of the following resolutions adopted by the Board of Directors of COREPOINTE INSURANCE COMPANY and DEVELOPERS SURETY AND INDEMNITY COMPANY (collectively. "Company") on February 10, 2023.

RESOLVED, that Sam Zaza President, Surety Underwriting, James Bell. Vice President. Surety Underwriting, and Craig Dawson. Executive Underwriter.

Surety, each an employee of AmTrust•North America, Inc., an affiliate of the Company (the "Authorized Signors"), are hereby authorized to execute a Power of Attorney, qualifying attorney(s)-in-fact named in the Power of Attorney to execute, on behalf of the Company, bonds, undertakings and contracts of suretyship, or other suretyship obligations; and that the Secretary or any Assistant Secretary of the Company be, and each of them hereby is, authorized to attest the execution of any such Power of Attorney.

RESOLVED, that the signature of any one of the Authorized Signors and the Secretary or any Assistant Secretary of the Company, and the seal of the Company must be affixed to any such Power of Attorney, and any such signature or seal may be affixed by facsimile, and such Power of Attorney shall be valid and binding upon the Company when so affixed and in the future with respect to any bond, undertaking or contract of suretyship to which it is attached. iN WITNESS WHEREOF, COREPOINTE INSURANCE COMPANY and DEVELOPERS SURETY AND INDEMNITY COMPANY have caused these presents to be signed by the Authorized Signor and attested by their Secretary or Assistant Secretary this March 27, 2023 By:

Printed Na'ml Sam Zaza
Title: President, Surety Underwriting
ACKNOWLEDGEMENT:
\,,\flflffff,,
ill :SEAL
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.

STATE OF California
COUNTY OF Orange
y\\fHfffffff
•`f �{ AND f'•
/z G2
= n 1936
t
:
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On this 27 day of March 2023 , before me, Hoanp-Quven Phu Pham personally appeared Sam Zaza who proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to within the instrument and acknowledged to me that they executed the same in their authorized capacity, and that by the signature on the instrument the entities upon behalf which the person acted, executed this instmment. 1 certify, under penalty of perjury, under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

CORPORATE CERTIFICATION
The undersigned, the Secretary or Assistant Secretary of COREPOINTE INSURANCE COMPANY and DEVELOPERS SURETY AND INDEMNITY COMPANY, does hereby certify that the provisions of the resolutions of the respective Boards of Directors of said corporations set forth in this Power of Attorney are in force as of the date of this Certification.

HOANG-QUYEN P. PHAM
Notary Public - California
Orange County
Commission At 2432970
My Comm. Expires Dec 31, 2024
By:

This Certification is executed in the City of Cleveland, Ohio, this March 19, 2023.

DocuSigned by:

Barry W. Moses, Assistant Secretary
POA No. N/A
6E16415,- TADE548C...

DocuSignEnve!opeID:3352BFD6-5E9D-4796-837E-C1E455E 530F

Page 1076 of 2805 ends

Signed and sealed this 26th day of March, 2024
Ed. 0323

ACKNOWLEDGMENT
A notary public or other officer completing this
certificate verifies only the identity of the individual who signed the document to which this certificate is
attached, and not the truthfulness, accuracy, or
validity of that document.

State of California
County of San Diego )
On 3 /a-'( before me, E.B. Strahan, Notary Public
(insert name and title of the officer)
personally appeared Allison Ocampo
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/ere subscribed to the within instrument and acknowledged to me that Ile/she/they executed the same in his/her/their authorized capacity(les), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(e) acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

Signature
(Seal)
E. B. STRAHAN
Notary Public - California L San Diego County
Commission # 2406282
My Comm. Expires Jun 25, 2026

Page 1077 of 2805 ends

State of California
County of Riverside
On 03/27/2024 before me, Anna M. Velazquez, Notary Public (insert name and title of the officer)
personally appeared Gavin Wakefield
who proved to me on the basis of satisfactory evidence to be the person{e whose name(s) -- subscribed to the within instrument and acknowledged to me that he/sthrefttrey executed the same in his/heiftheir authorized capacity(.es), and that by his/l-4434t-ieir signature(s) on the instrument the person(.e-); or the entity upon behalf of which the person(z.)..acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and,correct.

WITNESS my hand 4ird official seal.

Signature
ANNA M. VELAZQUEZ
Notary Ruallc - California
Riverside County iE
Cornfniision 4 2384688
My Conlin.. €8 irei lee 2+; 2025

Page 1078 of 2805 ends

City of Beaumont
Request for bid
City Hall! ADA Ramps
BEAUMONT CIP F-03

INFORMATION REQUIRED OF BIDDERS
CIP F-03 City Hall ADA Ramps
A. INFORMATION ABOUT BIDDER
[**Indicate not applicable ("N/A") where appropriate.**] NOTE: Where Bidder is a joint venture, pages shall be. duplicated and information provided for all parties to the joint venture.

1.0 Name of Bidder:

2.0 Type, if Entity:

3.0 Bidder Address:

KGG Concrete Inc.

Corporation
42020 Winchester Rd. Temecula, CA 92590
951-200-5752
951-383-3979
Facsimile Number Telephone Number

4.0 License Information:
1107284
License No.
1001125892
A and B 07/31/2025
Class of License Expiration Date
D I R Registration No.

5.0 How many years has Bidder's organization been in business as a Contractor?

6.0 How many years has Bidder's organization been in business under its present name?
1 5.1 Under what other or former names has Bidder's organization operated? NA

INFORMATION REQUIRED OF BIDDERS

Page 10211 ends

City of Beaumont
Request for bid
City Halll ADA Ramps
C I P F-03

7.0 If Bidder's organization is a corporation, answer the following:

7.1 Date of Incorporation:
03/22/2023

7.2 State of Incorporation: California

7.3 President's Name: Gavin Wakefield

7.4 Vice -President's Name(s): Gavin Wakefield

7.5 Secretary's Name: NA

7.6 Treasurer's Name:

Gavin Wakefield

8.0 If an individual or a partnership, answer the following:

8.1 Date of Organization:

8.2 Name and address of all partners (state whether general or limited partnership):

9.0 If other than a corporation or partnership, describe organization and name principals: NA

10.0 List other states in which Bidder's organization is legally qualified to do business.

INFORMATION REQUIRED OF BIDDERS

Page 10 ends

City of Beaumont
Request for bid
City Halll ADA Ramps
C I P F-03

11.0 What type of work does the Bidder normally perform with its own forces? Demolition and Concrete

12.0 Has Bidder ever failed to complete any work awarded to it? If so, note when, where, and why:

13.0 Within the last five years, has any officer or partner of Bidder's organization ever been an officer or partner of another organization when it failed to complete a contract? If so, attach a separate sheet of explanation:

14.0 List Trade References:

Demolition Spoecialist Inc. Jeremy Thunderburk
FEC Electric Inc. Kyle de steuban

15.0 List Bank References (Bank and Branch Address):

First Citizens Bank
41520 Ivy St. Murrieta, CA 92562

INFORMATION REQUIRED OF BIDDERS

Page 1031 of 2805 ends

City of Beaumont City Hall! ADA Ramps
Request for bid BEAUMONT CIP F-03

16.0 Name of Bonding Company and Name and Address of Agent:

KPS Surety Bond Insurance Services Inc.

Michael Strahan
555 West Beech St. Ste 503 San Diego, CA 92101

INFORMATION REQUIRED OF BIDDERS

Page 1 ends

City of Beaumont
Request for bid
(„:-/

BEAUMONT
B. LIST OF CURRENT PROJECTS (Backlog)
[**Duplicate Page if needed for listing additional current projects.**] City HaIII ADA Ramps
CIP F-03
Project
Description of
Bidder's Work
Completion
Date
Cost of
Bidder's Work
Contact Name &
Phone
Fallbrook AG
Site and Structural
Dec 2024
$400,000
Christina Howard
building
Concrete
760-2214-7112
Indian Wells
Site Concrete
Dec 2024
$110,000
Chris Willoby
Tennis Garden
760-200-8461

INFORMATION REQUIRED OF BIDDERS

Page 1 ends

City of Beaumont
City HaIII ADA Ramps
Request for bid BEAUMONT CIP F-03
C. LIST OF COMPLETED PROJECTS - LAST THREE YEARS
[**Duplicate Page if needed for listing additional completed projects.**] Please include only those projects which are similar enough to demonstrate Bidder's ability to perform the required Work.

Project Client
Description of
Bidder's Work
Period of
Performance
Cost of Bidder's
Work
I Contact Name
& Phone
San Jacinto
leadership
Concrete Patchback
Completed 2024
15,000
Michael Collins
Academy
Site Concrete
951-929-7700
Terrace Hills
Patchback
Completed 2024
30,000
Brian Liabeuf
MS l_merim 1 -lousing
909-580-6640

INFORMATION REQUIRED OF BIDDERS

Page 10 ends

City of Beaumont
City HaIII ADA Ramps
Request for bid BEAUMONT CIP F-03
D. EXPERIENCE AND TECHNICAL QUALIFICATIONS QUESTIONNAIRE Personnel:

The Bidder shall identify the key personnel to be assigned to this project in a management, construction supervision or engineering capacity.

1. List each person's job title, name and percent of time to be allocated to this project:

See attached Resume

2. Summarize each person's specialized education:

See attached Resume
3 List each person's years of construction experience relevant to the project:

See attached Resume

4. Summarize such experience:

See attached Resume
Bidder agrees that personnel named in this Bid will remain on this Project until completion of all relevant Work, unless substituted by personnel of equivalent experience and qualifications approved in advance by the City.

INFORMATION REQUIRED OF BIDDERS

Page 10 of 2805 ends

GAVIN WAKEFIELD
CEO
Gavin Wakefield has over 12 years of experience in the construction industry. He has been owner/operator as a General Contractor in the public and private sector for the last two years. His experience includes the ability to manage multiple projects from estimating to completion, all on time and within budget. Gavin is experienced in leadership with business operations and implementing tactical and operations plans.

Relevant Project Experience
Toybox Storage Facility, Havasu, AZ 1 $8,000,000 1 Ground up storage facility, designed from the ground up with consultants. Includes the 20,000 SF porous concrete driveway.

Woodlawn Fire Repairs, Ontario, CA 1 $422,000 1 Tenant improvement in a Tilt -up building with 2,000 SF Office, Restroom, and Conference Room repair.

Anthony Munoz Aquatic Center Pool Renovation, Ontario, CA 1 $13,000,000 1 Large multi- purpose room, modern kitchen, activity room, outside playground, with 6 -lane swimming pool with large pool deck and paved courtyard and terrace.

Warehouse Refrigerator & Freezer Replacement, Redlands, CA 1 $248,000 1 Demolition and replacement of refrigerator and freezer.

Allegiance Steam Academy Portables, Chino, CA 1 $540,000 1 Relocation of (3) classroom buildings, all associated site work, and alterations in restrooms. DSA Project.

Pasadena Industrial Park, Lake Elsinore, CA 1 $17,000,000 1 Coordinated the development of wet and dry utilities, water, sewer, and streets 1 Worked with City regarding state and federal agencies regarding permits and inspections.

Tennis Gardens, La Quinta, CA 1 $800,000 1 Phased work, to include Stadium renovations, which included extending VIP sections. Renovating VIP suites with new casework. Renovating outside bar area with new metal roof and roll -up doors.

Trabuco Hills High School Pool Modernization, Mission Viejo, CA 1 $1,810,000 1 Renovation of new pool, pool deck, and restrooms. DSA Project.

Railroad Canyon Elementary School New Relocatable Classroom Building, Lake Elsinore, CA 1 $1,283,440 [Site improvements and placement of Seven New Relocatable Buildings (DSA) Margarita Medical Office Building, Temecula, CA 1 $4,852,000 1 New multi -use two story building w/elevator. Includes all mechanical, plumbing, and electrical for medical space Chaparral South Office Building, Temecula, CA 1 $1,978,515 1 Addition to a two story existing wood structure. Includes all mechanical, plumbing, and electrical. Replacement of existing parking lot.

Years Experience:
12 years
Education:

Bachelor Business Administration
minoring in Finance, 2014
Grand Canyon University,
Phoenix, Arizona
References:

Daniel Beers
City of Ontario , Principal PM
(909) 935-2806
Norm Testerman
CRB Group, Sr. Superintendent
(951) 215-5582
David Sahl
Director of Facilities, Desert
Champions, LLC
(760) 485-0820
Krista Hundley
Management Properties, Inc.
(951) 296-5225

Page 1086 of 2805 ends

STEVE STEHRENBERGER

DIRECTOR OF OPERATIONS
Steve Stehrenberger has over 20 years of project management experience.

His experience includes a significant amount of large commercial and public agency work, as well modernization projects. Steve's extensive experience in complex fast track budget conservative projects make him will suited as a project team leader for both the preconstruction and construction phases of any project.

Relevant Project Experience
Railroad Canyon Elementary School New Relocatable Classroom Building, Lake Elsinore, CA 1 $1,283,440 'Site improvements and placement of Seven New Relocatable Buildings (DSA) Lassen County Historic Courthouse, Susanville, CA 1 $16,000,000 1 Modernization of 1914 Courthouse 1 Phased project: structural/seismic upgrade, Elevator Tower & Infrastructure Upgrades 1 Tenant Improvement Build Out
ISD Data Center UPS Upgrade Project, San Bernardino, CA 1 $5,146,000 'Generator Replacement and cooling system upgrade
High Desert Fleet Service Center, Victorville, CA 1 $5,128,000' New single story 23,643 SF ground up wood framed and masonry building with hybrid roof structure. Includes service bays for light and large trucks. Includes CMU perimeter wall for 4.8 acre lot.

CRT Morongo, Joshua Tree, CA 1 $8,379,455' New single story 10,944 SF ground up wood framed building with medical examination rooms. Includes Precast Concrete Panels, Cedar Stained Siding & Stone Finishexterior walls. Fully sprinklered with fire alarm system.

El Centro Aquatic Center, El Centro, CA 1 $13,350,973 1 Construction of Aquatic Center 1 8 -Lane Competition Pool, Kids Play Pool, and Lazy River 1 Improvements to Adjacent Public Street
San Jacinto Unified School District, Soboba Aquatics Center, San Jacinto, CA 1 $5,605,008 1 Pool Complex 1 Demolition and Renovation of Existing Buildings of Existing High School Campus San Diego Zoo, Africa Rocks, San Diego CA 1 $98,000,000 1 Animal holding facilities, Administration buildings, and multiple life support systems for new aquatic exhibits 1 Including new underwater viewing exhibits
1-215 Logistics Center/Amazon Distribution Center, Moreno Valley, CA 1 $35,000,000 1 Core and Shell, with Off -site Improvements
Gindi Maimonides Academy, Los Angeles, CA 1 $20,000,000 1 New Private School with subterranean parking.

San Diego Zoo, Wild Animal Park Monorail Replacement & Elevator Tower, San Diego CA 1 $30,000,000 1 Replace existing monorail and elevator tower.

Johnson & Johnson PRD, La Jolla, CA 1 Ground Up Pharmaceutical Research Facility' Years Experience:
23 years
Education:

Bachelor Science, Construction
Management, 2000
California Polytechnic State
University, San Luis Obispo, CA
References:

Rene Olivo
Skyline Construction, President
(619) 957-6292
Norm Testerman
CRB Group, Sr. Superintendent
(951) 215-5582
John Curtin
Rudolph and Sletten, Inc., PM
(619) 994-3749
Kris Griffing
Grade Break Engineering, Owner
(619) 715-5268

Page 1087 of 2805 ends

City of Beaumont
Request for bid
Additional Bidder's Statements:

City HaIII ADA Ramps
CIP F-03
If the Bidder feels that there is additional information which has not been included in the questionnaire above, and which would contribute to the qualification review, it may add that information in a statement here or on an attached sheet, appropriately marked:

NA
E. VERIFICATION AND EXECUTION
These Bid Forms shall be executed only by a duly authorized official of the Bidder:

I declare under penalty of perjury under the laws of the State of California that the foregoing information is true and correct:

Name of Bidder
Signature
Name and Title
Dated
03/27/2024
KGG Con
Gavin Wakefield, Presid

INFORMATION REQUIRED OF BIDDERS

Page 11 ends

C24-37

CITY OF BEAUMONT

PUBLIC WORKS AGREEMENT
EXHIBIT "C"
Insurance Certificates and Endorsements
17

Page 1089 of 2805 ends

APPLICABLE CODES
· 2022 BUILDING STANDARDS ADMINISTRATIVE CODE, PART 1, TITLE 24 C.C.R. · 2022 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 C.C.R. · 2022 CALIFORNIA ELECTRICAL CODE (CEC) , PART 3, TITLE 24 C.C.R. · 2022 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 C.C.R. · 2022 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R. · 2022 CALIFORNIA ENERGY CODE (CEC), PART 6, TITLE 24 C.C.R. · 2022 CALIFORNIA FIRE CODE, PART 9, TITLE 24 C.C.R.
· 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE, PART 11, TITLE 24 C.C.R. · 2022 CALIFORNIA REFERENCED STANDARDS, PART 12, TITLE 24 C.C.R. · TITLE 19 C.C.R., PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS · 2022 CALIFORNIA EXISTING BUILDING CODE
· 2022 CALIFORNIA HISTORICAL BUILDING CODE
· CITY OF BEAUMONT MUNICIPAL CODE

PARTIAL LIST OF APPLICABLE STANDARDS
NFPA 13 AUTOMATIC FIRE SPRINKLER SYSTEMS 2016 EDITION
NFPA 14 STANDPIPE AND HOSE SYSTEMS 2016 EDITION
NFPA 17 DRY CHEMICAL EXTINGUISHING SYSTEMS 2017 EDITION NFPA 17a WET CHEMICAL EXTINGUISHING SYSTEMS 2017 EDITION NFPA 20 STATIONARY PUMPS FOR FIRE PROTECTION 2016 EDITION NFPA 22 WATER TANKS FOR PRIVATE FIRE PROTECTION 2016 EDITION NFPA 24 PRIVATE FIRE MAINS & THEIR APPURTENANCES 2016 EDITION NFPA 25 STANDARD FOR INSPECTION, TESTING AND MAINTENANCE 2017 EDITION

OF WATER-BASED FIRE PROTECTION SYSTEMS
NFPA 72 NATIONAL FIRE ALARM & SIGNALING CODE 2016 EDITION NFPA 80 FIRE DOORS AND OTHER OPENING PROTECTIVES 2016 EDITION NFPA 92 STANDARD FOR SMOKE CONTROL SYSTEMS 2015 EDITION NFPA 253 CRITICAL RADIANT FLUX OF FLOOR COVERING SYSTEMS 2015 EDITION NFPA 2001 CLEAN AGENT FIRE EXTINGUISHING SYSTEMS 2015 EDITION ICC 300 ICC STANDARDS ON BLEACHERS, FOLDING AND 2017 EDITION

TELESCOPING SEATING, AND GRAND STANDS
UL 300 FIRE TESTING OF FIRE EXTINGUISHING SYSTEMS 2005 EDITION FOR PROTECTION OF RESTAURANT COOKING AREAS (R 2010)
UL 464 AUDIBLE SIGNAL APPLIANCES 2003 EDITION
UL 521 HEAT DETECTORS FOR FIRE PROTECTIVE 1999 EDITION

SIGNALING SYSTEMS
REFERENCE CODE SECTION FOR NFPA STANDARDS-2019 CBC (SFM) CHAPTER 35.

SEE CHAPTER 35 FOR STATE OF CALIFORNIA AMENDMENTS TO NFPA STANDARDS.

1. CONTRACTOR SHALL REVIEW THE CONTRACT DOCUMENTS, FIELD CONDITIONS AND DIMENSIONS FOR ACCURACY AND CONSTRUCTABILITY. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES.

2. CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDINGS AND SHALL DETERMINE ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL NOTIFY THE ARCHITECT AND OWNER OF ANY DISCREPANCIES.

3. CONTRACTOR SHALL THOROUGHLY INVESTIGATE, VERIFY AND BEAR RESPONSIBILITY FOR DIMENSIONS AND EXISTING CONDITIONS. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY CONDITION REQUIRING MODIFICATION OR CHANGE PRIOR TO STARTING WORK. ANY WORK INSTALLED IN

CONFLICT WITH THE DRAWINGS WITHOUT PRIOR APPROVAL SHALL BE CORRECTED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE.

4. WHERE EXISTING FINISHES, FACILITIES, AND SURFACES ARE DISTURBED, DAMAGED, OR REMOVED

DURING THE COURSE OF CONSTRUCTION OPERATIONS, THE CONTRACTOR IS TO REPAIR OR REPLACE AS NECESSARY TO MATCH EXISTING. ALL NEW MATERIALS SHALL MATCH EXISTING IN ALL RESPECTS.

5. LOCATIONS OF UTILITIES, WHERE SHOWN, ARE APPROXIMATE, AND CONTRACTOR SHALL EXERCISE

EXTREME CAUTION IN EXCAVATING AND TRENCHING ON ALL SITES TO AVOID EXISTING DUCTS, PIPING, OR CONDUITS, ETC. AND TO PREVENT HARM TO PERSONNEL AND/OR DAMAGE TO EXISTING UTILITIES AND STRUCTURES. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT OR ENGINEER SHOULD UNIDENTIFIED CONDITIONS BE DISCOVERED.

6. THE CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY WHERE THE PROPOSED WORK AFFECTS

THE EXISTING IRRIGATION SYSTEMS THE CONTRACTOR SHALL PERFORM ANY WORK NECESSARY TO MAINTAIN AN OPERATIONAL IRRIGATION SYSTEM.

7. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY.

8. CONSTRUCTION WORKERS WILL ONLY BE ALLOWED IN THE AREAS APPROPRIATE TO THE WORK AND SHALL NOT DISTURB THE OWNER, STAFF OR CUSTOMERS.

9. CONSTRUCTION WORKERS SHALL WEAR APPROPRIATE SAFETY GEAR & COMPLY WITH SAFETY REGULATIONS.

10. CONSTRUCTION WORKERS SHALL DRESS & BEHAVE IN A MANNER APPROPRIATE TO THE JOB SITE AND BE ACCEPTABLE TO THE OWNER REPRESENTATIVES.

11. SMOKING IS NOT PERMITTED ON THE CONSTRUCTION SITE.

12. THERE SHALL BE NO POSSESSION OR CONSUMPTION OF DRUGS OR ALCOHOLIC BEVERAGES ON THE

JOB SITE BY ANY PERSON AT ANY TIME OR CONSUMPTION PRIOR THAT MAY IMPAIR THE USE OF EQUIPMENT IN A SAFE MANNER.

13. DIG ALERT: THE CONTRACTOR IS TO CONTACT DIG ALERT (811) PRIOR TO ANY EXCAVATION TAKING PLACE.

14. EXCAVATION SAFETY: THE CONTRACTOR IS TO PROVIDE EXCAVATION SAFETY IN ACCORDANCE WITH GOVERNMENT CODE 4216.

PROJECT LOCATION
PROJECT NUMBER:DATE:REVISION: DESCRIPTION:PROJECT STATUS:PROJECT ISSUED:© 2022 SGH ARCHITECTS INC. ALL RIGHTS RESERVEDSEALS:CONSULTANT:1/25/2024 8:41:16 AM21-60100-00COVER SHEETG0.0RAMP REPLACEMENT FOR THE CITY HALLRENOVATION550 E. 6TH STREET, BEAUMONT, CA 92223THE BEAUMONT CITY HALLCITY OF BEAUMONTCONSTRUCTIONDOCUMENTS01/15/2024CONSTRUCTION DOCUMENTS

GENERAL
G0.0 COVER SHEET
G0.1 SYMBOLS AND ABBREVIATIONS
2 ARCHITECTURAL
A1.11 ENLARGED SITE PLAN - NORTH RAMP - DEOMLITION AND REMODEL A1.12 ENLARGED SITE PLAN - WEST RAMP - DEMOLITION AND REMODEL A1.01 SITE PLAN - OVERALL
A1.10 ENLARGED SITE PLAN - EAST RAMP - DEMOLITION AND REMODEL A10.11 SITE DETAILS
5 RAMP REPLACEMENT FOR THE

CITY HALL RENOVATION

CODES AND STANDARDS

GENERAL NOTESSCOPE OF WORK PROJECT DIRECTORY
CLIENT: CITY OF BEAUMONT
550 E 6TH STREET
BEAUMONT, CA 92223
TELEPHONE: 951-769-8520
CONTACT: DUSTIN CHRISTENSEN
EMAIL: [email protected]
ARCHITECT: SGH ARCHITECTS
707 BROOKSIDE AVENUE
REDLANDS, CA 92373
TELEPHONE: 909-375-3030
CONTACT: MICHAEL J STEPHENS, AIA

TODD HUCKINS
EMAIL: [email protected]
[email protected]
CIVIL: EPIC ENGINEERS
101 E. REDLANDS BLVD. STE. 146
REDLANDS, CA 92373
TELEPHONE: 909-792-5969
CONTACT: ARON CHAD BURIAN
EMAIL: [email protected]

VICINITY MAP
550 E. 6TH STREET, BEAUMONT, CA 92223

SHEET INDEX
SCOPE OF WORK INCLUDES:
• THE DEMOLITION OF THE EXISTING NON-COMPLIANT EXTERIOR CONCRETE LANDING AND RAMPS.
• THE DEMOLITION OF METAL RAILS, CONCRETE CURBS, ASPHALT AND REMOVAL OF PARKING LOT STRIPING.
• THE CONSTRUCTION OF NEW ACCESS COMPLIANT LANDINGS, RAMPS, RAILINGS, STRIPING, TRUNCATED DOMES, AND SIGNAGE.

NOTE: THE SCOPE OF WORK DOES NOT INCLUDE REVISIONS TO PARKING STALL SLOPES/GRADES.

CIVIL
C-1.1 TITLE SHEET
C-2.1 TOPOGRAPHIC MAP
C-3.1 PRECISE GRADING PLAN
C-4.1 HORIZONTAL CONTROL
C-5.1 DETAIL SHEET
5 SPECIAL INSPECTION

1. CONTRACTOR SHALL HAVE THE SOIL INSPECTED FOR 90% AND 95% RELATIVE COMPACTION PRIOR TO PLACEMENT OF CONCRETE FOOTINGS AND SAPHALT. SEE NOTE CALLOUTS 14,15/C-3.1

2. CITY INSPECTIOR OR CITY ENGINEER SHALL VERIFY THAT THE REBAR HAS BEEN INSTALLED IN

SIDEWALKS, RAMPS, LANDINGS, AND FOOTINGS PRIOR TO POURING OF CONCRETE - SEE DETAIL 1/A10.11 AND DETAIL "A" ON C-5.1
25 BLDC2024-0007 550 E 6th St
sscissons 01/30/2024

Page 1090 of 2805 ends

GENERAL SYMBOLS
(CONTINUOUS BLOCKING)

BATT INSULATION

RIGID INSULATION

CARPET (LARGE SCALE)

TILE (LARGE SCALE)

ACOUSTICAL TILE (LARGE SCALE)

PROTECTION BOARD

CONCRETE MASONRY UNIT

METAL / WOOD STUDS

STEEL (LARGE SCALE)
(LARGE SCALE)

GYPSUM WALL BOARD

PLYWOOD (LARGE SCALE)

BRICK VENEER

SHINGLES
STONE
GLASS
(TRIM/FINISH)
WOOD
(NON-CONTINUOUS BLOCKING)
WOOD

GRAVEL/BALLAST
WOOD
STEEL

ASPHALT CONCRETE

CONCRETE
SAND
EARTH

DETAIL SECTION

SPRAY FOAM INSULATION

MINERAL WOOL INSULATION
X
XXXX
X
XX.XX
X
XX.XX
X
XX.XX
X
XX.XX
X
XX.XX
XX.XX
X
XX
X

DETAIL SECTION

WALL SECTION

BUILDING SECTION

EXTERIOR ELEVATION

INTERIOR ELEVATION

CALLOUT BUBBLE

DETAIL NUMBER

SHEET NUMBER

ROOM NAME
101

ROOM NAME
101
150 S.F.

E OLF
LOAD
0 0 0
PD
APC-1
9' - 0"
G.L.

XX
?
TYP.
?
X
XX
Number
?

GRID LINES

ELEVATION LEVEL
???

DOOR TAG

CURTAIN WALL / WINDOW TAG

WALL TAG

FURNITURE, FIXTURE OR

EQUIPMENT TAG

FINISH TAG

DEMOLITION KEYNOTE

CONSTRUCTION KEYNOTE
LEGEND KEYNOTE?

REVISION NUMBER

ROOM NAME TAG

ROOM OCCUPANCY TAG

EGRESS / EXIT TAG

CEILING HEIGHT TAG
60" DIA. ACCESSIBLE

TURN AROUND

ACCESSIBLE CLEAR

FLOOR SPACE
1'-6" INT.
2' - 0" EXT.

DOOR ACCESSIBLE CLEAR
FLOOR SPACE5' - 0"4'-0".1' - 0"

ACCESSIBILITY CLEARANCES

PATTERNS
PROJECT NUMBER:DATE:REVISION: DESCRIPTION:PROJECT STATUS:PROJECT ISSUED:© 2022 SGH ARCHITECTS INC. ALL RIGHTS RESERVEDSEALS:CONSULTANT:1/25/2024 8:41:17 AM21-60100-00SYMBOLS AND ABBREVIATIONSG0.1RAMP REPLACEMENT FOR THE CITY HALLRENOVATION550 E. 6TH STREET, BEAUMONT, CA 92223THE BEAUMONT CITY HALLCITY OF BEAUMONTCONSTRUCTIONDOCUMENTS01/15/2024CONSTRUCTION DOCUMENTS A

AB ANCHOR BOLT

AC ACOUSTICAL CEILING

AC ASPHALT CONCRETE

ACC ACCESSIBLE

ACCACCESSIBLE BENCH

CST ACOUSTIC

ACT ACOUSTIC CEILING TILE

AD ACCESS DOOR

AD AREA DRAIN

ADDADDITION OR ADDITIONAL

ADJ ADJUSTABLE

ADJ ADJACENT

ADMIN ADMINISTRATION

AFF ABOVE FINISH FLOOR

ALT ALTERNATE

ALUM ALUMINUM

RANCH ANCHOR

AP ACCESS PANEL

PC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ASPH ASPHALT

AV AVERAGE

AP ACOUSTICAL WALL PANEL
B

CMUBURNISHED CONCRETE MASONRY UNIT

BD BOARD

BET BETWEEN

BP BACKLOG PREVENTER

BR BELOW FLOOR

BAL BUILDING LINE

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BM BEAM

BM BENCH MARK

BO BOTTOM OF FOOTING

BOTBOTTOM

BART BRACKET

BSMT BASEMENT

BUR BUILT UP ROOFING
AC

CB CHALKBOARD

CB CALIFORNIA BUILDING CODE

CD CONDENSATE DRAIN

CERN CERAMIC

CG CORNER GUARD

CIP CAST IN PLACE

CAJON CONTROL JOINT

CL CENTERLINE

CLG CEILING

CLOS CLOSET

CL CLEAR

CM CEILING MOUNTED

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT

COL COLUMN

COMP COMPOSITE

COMP COMPRESSIBLE

CONC CONCRETE

CONCONFERENCE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR OR CONTRACT

CORCORRIDOR

CP COVER PLATE

COPT CARPET

CPR CORROSION RESISTANT

CS COUNTERSINK

CNSK COUNTERSUNK

CST CONSTRUCTION JOINT

CNSK CASEWORK

CT CERAMIC TILE

CTR CENTER

CAW COLD WATER

CY CUBIC YARD

D DEPTH

DBL DOUBLE
d PENNY (AS NAIL 10D)

DEG DEGREE

DEPT DEPARTMENT

DF DRINKING FOUNTAIN

DG DOOR GRILLE

DIA DIAMETER

DIAG DIAGONAL

DIFF DIFFUSER

DIM DIMENSION

DN DOWN

DN DOWNSPOUT NOZZLE
DO OR " DITTO

DF DAMPPROOFING

DR DOOR

DR DRAIN

DS DOWNSPOUT

DA DEPARTMENT OF STATE ARCHITECT

DTL DETAIL

DW DISHWASHER

DWG DRAWING

DW DOWEL

DWR DRAWER
E EAST

EA EACH

FEB EXPANSION BOLT

EEC EACH END

EW EMERGENCY EYEWASH

EWES EMERGENCY EYEWASH/SHOWER

DEF EACH FACE

DEF EXHAUST FAN

EH ELECTRICAL HEATER

EIFS EXTERIOR INSULATION AND FINISH SYSTEM

E EXPANSION JOINT

EL ELEVATION

ELIAS ELECTROMETRIC

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSURE

ENTER ENTRANCE

ER EPOXY RESIN FLOORING

EQ EQUAL

EQUIP EQUIPMENT

E EMERGENCY SHOWER

E EXTRA STRONG

EST ESTIMATE

EW EACH WAY

EW ELECTRIC WATER COOLER

EW ELECTRIC WATER HEATER

ET ENTERING WATER TEMPERATURE

EXC EXCAVATE

EH EXHAUST

EXIST EXISTING

EXP EXPANSION

EXP EXPOSED

EXT EXTERIOR

FA FIREFLIES

FA FIRE ALARM

FAB FABRICATED

FB FACE BRICK

FCC FOOT CANDLE

CMUFLUTED CONCRETE MASONRY UNIT

FOC FLOOR CLEAN OUT

CU FAN COIL UNIT

FD FIRE DAMPER

FD FLOOR DRAIN

FD FIRE DEPARTMENT CONNECTION

FDN FOUNDATION

FE FIRE EXTINGUISHER

EEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FE FINISH FLOOR ELEVATION

HO FIRE HYDRANT

HC FIRE HOSE CABINET

FIG FIGURE

FIN FINISH

FIX FIXTURE

FL FLOOR

FLASH FLASHING

FLEX FLEXIBLE

FG FLOORING

FL FULL LENGTH MIRROR

FM FIRE MAIN

UFO FACE OF

UFO FINISH OPENING

FOC FACE OF CONCRETE

OFF FACE OF FINISH

FOAM FACE OF MASONRY

FOR FUEL OIL RETURN

FOS FACE OF STUD

FOS FUEL OIL SUPPLY

FV FUEL OIL VENT

FLOW FACE OF WALL

FP FIREPROOFING

FRP FIRE RESISTIVE

FRP FRAME

FRP FIBERGLASS REINFORCED PANEL

FRS FLOOR SINK

FD FIRE/SMOKE DAMPER

SS FOLDING SHOWER SEAT

FT FEET (FOOT)

FTG FOOTING

FUT FUTURE

FV FIRE VALVE CABINET

FCC FABRIC WALL COVERING

G GRILLE

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GRC GENERAL CONTRACTOR

CMUGLAZED CONCRETE MASONRY UNIT

GDP GARBAGE DISPOSAL

GEN GENERAL

GEN GENERATOR

GA GROSS FLOOR AREA

GFI GROUND FAULT INTERRUPTER

GFRC GLASS FIBER REINFORCED CONCRETE

GI GALVANIZED IRON

GL GLUE LAMINATED

GL GLASS

GU GLASS MASONRY UNIT

GOTGOVERNMENT

GRC GAUD RAIL

G CONTINUED

GRC GRADE

GRC GRILLE

GRC GLASS REINFORCED CONCRETE

GRPGLASS REINFORCED GYPSUM PLASTER

GRAS GALVANIZED RIGID STEEL

GWB GYPSUM WALL BOARD

GYP GYPSUM

HO HEIGHT

HBO HOSE BIB

HC HOLLOW CORE

HUD HAND DRYER OR HAIR DRYER

DD HARDBOARD

HDR HEADER

HDWD HARDWOOD

HDWR HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HANDRAIL

HR HOUR

IHS HEADSTAND

HESS HOLLOW STRUCTURAL SECTION

HSTR HIGH STRENGTH

HT HEIGHT

HTR HEATER

HW DOMESTIC HOT WATER
I

IAW IN ACCORDANCE WITH

IC INTERCOM

ID INSIDE DIAMETER

IE INVERT ELEVATION

IF INSIDE FACE

IJ ISOLATION JOINT

IN INCH

INC INCLUDE (ING)

INSUL INSULATION

INT INTERIOR
J

JAN JANITOR

JST JOIST

JFB JOINT FILLER BOARD

JT JOINT
K

KCJ KEYED CONSTRUCTION JOINT

KCP KEENE'S CEMENT PLASTER

KD KNOCKDOWN

KH KITCHEN HOOD
L

L ANGLE

LAM LAMINATE(D)

LAV LAVATORY

LB POUND

LBR LUMBER

LBS POUNDS

LDG LOADING

LF LINEAR FOOT (FEET)

LG LENGTH (LONG)

LIN LINEAR

LINO LINOLEUM

LKR LOCKER

LH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LOC LOCATION

LONG LONGITUDINAL

LOX LIQUID OXYGEN

LS LAWN SPRINKLER

LSC LIFE SAFETY CODE

LT LIGHT

LTG LIGHTING

LV LOUVER

LW LONG WAY
M

MAC MACHINE

MAINT MAINTENANCE

MAN MANUAL

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MB MACHINE BOLT

MB MOP BASIN

MBD MARKER BOARD

MECH MECHANICAL

MEMB MEMBRANE

MET METAL

MEZZ MEZZANINE

MFR MANUFACTURER

MFRG MANUFACTURING

MH MANHOLE

MH MOP HOLDER

MIN MINIMUM

MISC MISCELLANEOUS

MLDG MOLDING

MLWK MILLWORK

MO MASONRY OPENING

MR MIRROR

MR/S MIRROR WITH SHELF

MTD MOUNTED

MTG MOUNTING

MTL METAL

M CONTINUED

MUL MULLION

MW MARKER WALL
N

N NORTH

N/A NOT APPLICABLE

NC NURSE CALL

NEUT NEUTRAL

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE
O
O to O OUT TO OUT

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OD OVERFLOW DRAIN

OF OUTSIDE FACE

OVFL OVERFLOW

OFCI OWNER FURNISHED CONTRACTOR INSTALLED

OFF OFFICE

OFOI OWNER FURNISHED OWNER INSTALLED

OPG OPENING

OPP OPPOSITE

OTCS OPEN TO CEILING SPACE

OVHD OVERHEAD
P

P PAINT

PA PUBLIC ADDRESS

PAR PARALLEL

PB PARTICLE BOARD

PB PULL BOX

PB PUSH BUTTON

PC PRECAST

PCD PAPER CUP DISPENSER

PCF POUNDS PER CUBIC FOOT

PCT PORCELAIN CERAMIC TILE

PERF PERFORATED

PERP PERPENDICULAR

PIV POST INDICATOR VALVE

PL PLATE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLYWD PLYWOOD

PNL PANEL

POC POINT OF CONNECTION

PORC PORCELAIN

PR PAIR

PREFAB PREFABRICATED

PROJ PROJECTION

PS PROJECTION SCREEN

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PLASTER TRAP

PT POINT

PTD PAPER TOWEL DISPENSER

PTD/R COMBINATION TOWEL DISPENSER/RECEPTACLE

PTN PARTITION

PVC POLYVINYL CHLORIDE

PWR POWER
Q

QT QUARRY TILE

QTR RNDQUARTER ROUND
R

R RADIUS

RA RETURN AIR

RAD RADIUS

RB RUBBER BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REG REGISTER

REM REMOVABLE

REQ(D) REQUIRE(D)

RESIL RESILIENT

RET RETAINING (WALL)

REV REVISIONS

RF RUBBER FLOOR

RFM RECESSED FLOOR MAT

RH ROBE HOOK

RM ROOM

RND ROUND

RO ROUGH OPENING
S
S SINK

S SANITARY SEWER

S SOAP DISH

S SOUTH

S SPRINKLER LINE

SA SUPPLY AIR

SAN SANITARY WASTE

SC SECURITY

SC SOLID CORE

SC SHOWER CURTAIN

SC SPECIAL COATING

SCD SEAT COVER DISPENSER

SCH SHOWER CURTAIN HOOKS

SCHED SCHEDULE

SCR SHOWER CURTAIN ROD

SCT STRUCTURAL CLAY TILE

W CONTINUED
W WEST

W WIDE FLANGE

W/ WITH

W/O WITHOUT

WC WALL COVERING

WC WATER CLOSET

WCO WALL CLEAN OUT

WD WOOD

WDW WINDOW

WF WASH FOUNTAIN

WH WALL HYDRANT

WH WATER HEATER

WI WROUGHT IRON

WNSCT WAINSCOT

WP WEATHERPROOF

WR WATER RESISTANT

WR WASTE RECEPTACLE

WSP WET STAND PIPE

WT WEIGHT

WWF WELDED WIRE FABRIC
X

XFMR TRANSFORMER
Y

YD YARD

YH YARD HYDRANT
#
& AND
@ AT
i.e. THAT IS
# NUMBER
GLAZING ABBREVIATIONS:

CG CLEAR FLOAT GLASS

CIG CLEAR INSULATING GLASS

CTG CLEAR TEMPERED FLOAT GLASS

CTIG CLEAR TEMPERED INSULATING GLASS

FG FIRE-RATED GLASS

LG LAMINATED GLASS

LIG LAMINATED INSULATING GLASS

PG PATTERN GLASS

PIG PATTERN INSULATING GLASS

SG SPANDREL GLASS

SIG SPANDREL INSULATING GLASS

TG TINTED FLOAT GLASS

TIG TINTED INSULATING GLASS

TTG TINTED TEMPERED FLOAT GLASS

TTIG TINTED TEMPERED INSULATING GLASS

S CONTINUED

SD SOAP DISPENSER

SD SMOKE DAMPER

SD SMOKE DETECTOR

SD STORM DRAIN

SEC SECONDARY

SECT SECTION

SECY SECRETARY

SF SQUARE FOOT

SFCMU SPLIT-FACED CONCRETE MASONRY UNIT

SGL SINGLE

SH SHOWER

SHEATH SHEATHING

SHM SECURITY HOLLOW METAL

SHT SHEET

SIM SIMILAR

SL SHORT LEG

SLNT SEALANT

SM SHEET METAL

SM SPRINKLER MAIN

SND SANITARY NAPKIN DISPOSAL

SNV SANITARY NAPKIN VENDOR

SPEC SPECIFICATIONS

SPL SPECIAL

SPL BLK SPLASH BLOCK

SQ SQUARE

SS SERVICE SINK

SS SOLID SURFACE

SST STAINLESS STEEL

ST STAIR

STAG'D STAGGERED

STD STANDARD

STL STEEL

STOR STORAGE

STR STRUCTURAL - STRUCTURE

SUBFL SUBFLOOR

SURF SURFACE

SUSP SUSPENDED

SV SHEET VINYL

SYM SYMMETRICAL
T

T TEMPERED

T THERMOSTAT

T & B TOP & BOTTOM

T& G TONGUE & GROOVE

T TREAD

TA TRANSFER AIR

TAN TANGENT

TB TOWEL BAR

TBD TACK BOARD

TC TEMPERATURE CONTROL

TC TIME CLOCK

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPERED - TEMPORARY

TERR TERRAZZO

TEXT TEXTURED

TH THRESHOLD

TH TOWEL HOOK

THK THICK(NESS)

TMR TILT MIRROR UNIT

TOB TOP OF BEAM

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOIL TOILET

TOP TOP OF PAVING

TOS TOP OF STEEL

TOW TOP OF WALL

TPV TRAP PRIMER

TR TRIP

TRANS TRANSVERSE

TRD TREAD

TT TERRAZZO TILE

TTD TOILET TISSUE DISPENSER

TV TELEVISION / MONITOR

TW TACK WALL

TYP TYPICAL
U

U URINAL

UL UNDERWRITERS LABORATORIES

UNEX UNEXCAVATED

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

UR URINAL

US UTILITY SHELF

UTIL UTILITY
V
V VENT

VAV VARIABLE AIR VOLUME

VB VAPOR BARRIER

VB VINYL BASE

VCB VENTED COVE BASE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VF VINYL FLOOR

VP VENEER PLASTER

VT VINYL TILE

VTR VENT THROUGH ROOF

VWC VINYL WALLCOVERING
W

W WATER SERVICE
W WIDE; WIDTH

ABBREVIATIONS
CONSTRUCTION DOCUMENT NOTES:

1. THE GENERAL CONTRACTOR SHALL CAREFULLY REVIEW AND COMPARE THE CONTRACT DOCUMENTS

PRIOR TO CONSTRUCTION AND SHALL AT ONCE REPORT TO THE ARCHITECT ANY ERROR, INCONSISTENCY, OR OMISSION THE CONTRACTOR MAY DISCOVER. IF THE CONTRACTOR PERFORMS

ANY WORK KNOWING IT TO BE CONTRARY TO APPLICABLE LAWS, ORDINANCES, RULES AND

REGULATIONS WITHOUT PRIOR NOTICE TO THE ARCHITECT, THE CONTRACTOR SHALL ASSUME FULL

RESPONSIBILITY, AND SHALL BEAR ALL COSTS ATTRIBUTABLE THERETO FOR CORRECTION OF THE WORK.

2. CONTRACTOR SHALL REVIEW CONTRACT DOCUMENTS, FIELD CONDITIONS AND DIMENSIONS FOR ACCURACY AND CONSTRUCTABILITY.

3. CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE SITE BEFORE STARTING ANY WORK AND

REPORT FOR CLARIFICATION ANY DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.

4. THE CONSULTING ENGINEERS' DRAWINGS ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS.

SHOULD THERE BE A DISCREPANCY BETWEEN THE ARCHITECTURAL DRAWINGS AND THE

CONSULTING ENGINEERS' DRAWINGS, SUCH DISCREPANCY IS TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO INSTALLATION OF SAID WORK. ANY WORK INSTALLED IN CONFLICT WITH THE DRAWINGS SHALL BE CORRECTED BY THE CONTRACTOR AT CONTRACTORS EXPENSE.

5. NOTWITHSTANDING ANY OMISSIONS, IT SHALL BE THE SOLE DUTY AND RESPONSIBILITY OF THE

CONTRACTOR TO DETERMINE ACTUAL CONSTRUCTION DETAILS AND FABRICATE AND INSTALL SAID DESIGN IN ACCORDANCE WITH ACCEPTED BEST PRACTICES AND PROCEDURES.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION AND COORDINATION WITH OTHER TRADES AND THEIR WORK FOR COMPLIANCE WITH THE DRAWINGS AND SPECIFICATIONS.

7. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO COORDINATE ALL WORK WITH THE SUBCONTRACTORS. IF A PORTION OF WORK FOR A SPECIFIC TRADE APPEARS IN A SECTION OF

THESE DOCUMENTS OTHER THAN THAT WHICH IS SPECIFIC TO THAT TRADE, IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE SAID TRADE OF SUCH WORK.

8. CONTRACTOR TO COORDINATE WITH N.I.C. EQUIPMENT CONTRACTOR(S) BEFORE STARTING WORK ADJACENT TO N.I.C. EQUIPMENT SHOWN ON DRAWINGS. VERIFY THAT ALL ITEMS (SUCH AS BELOW

FLOOR PIPING AND ELECTRICAL CONDUITS, INSERTS, PIT AND PLATFORM, SIZES AND LOCATIONS, ETC.) HAVE BEEN PROVIDED AND INSTALLED AS REQUIRED FOR OPERATION OF THIS EQUIPMENT.

NOTIFY ARCHITECT OF ANY DISCREPANCIES BEFORE STARTING WORK.

9. VERIFY LOCATION AND SIZE OF OPENINGS, BLOCKING, INSERTS, AND EMBEDDED ITEMS ON APPLICABLE SHOP DRAWINGS BEFORE STARTING WORK.

10. CONTRACTOR SHALL COORDINATE WITH ALL EQUIPMENT MANUFACTURERS FOR EQUIPMENT ROUGH- IN REQUIREMENTS.

11. CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF ALL OPENINGS FOR MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT WITH RESPECTIVE SUBCONTRACTORS.

12. THE GENERAL CONTRACTOR SHALL COORDINATE CUTOUTS FOR CASEWORK, MILLWORK, OR OTHER EQUIPMENT AS REQUIRED.

13. ALL ASPECTS OF THE WORK AND ITEMS NOT SPECIFICALLY MENTIONED, BUT WHICH ARE NECESSARY

TO MAKE A COMPLETE WORKING INSTALLATION, SHALL BE INCLUDED, AND INDICATED IN THE CONTRACTORS BID.

14. THE USE OF THE WORD "PROVIDE" IN CONNECTION WITH ANY ITEM SPECIFIED, IS INTENDED TO MEAN

THAT SUCH SHALL BE FURNISHED, INSTALLED COMPLETE, CONNECTED AND TESTED FOR PROPER OPERATION WHERE SO REQUIRED.

15. PROVIDE ALL PERTINENT SHOP DRAWINGS FOR APPROVAL IN ADVANCE OF FABRICATION AND

INSTALLATION ALLOWING SUFFICIENT TIME FOR REVIEW AND CORRECTIVE ACTIONS SHOULD IT BE REQUIRED. SUBMIT CUT SHEETS OF ALL FIXTURES, EQUIPMENT AND SAMPLES OF ALL FINISHES SPECIFIED FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION.

16. PRIOR TO SUBMITTAL OF BID, NOTIFY ARCHITECT IN WRITING, IF ANY SPECIFIED MATERIALS OR

EQUIPMENT ARE EITHER UNAVAILABLE OR WILL CAUSE A DELAY IN THE CONSTRUCTION COMPLETION SCHEDULE.

17. ARCHITECT IS NOT RESPONSIBLE FOR THE ACCURACY OF INFORMATION CONTAINED IN OWNER SUPPLIED DOCUMENTS.

18. DO NOT SCALE DRAWINGS. IN CASE OF DISCREPANCIES, OBTAIN CLARIFICATION FROM THE ARCHITECT.

19. LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS, CONTRACTOR TO NOTIFY ARCHITECT OF DISCREPANCIES.

20. DETAILS ARE NOT INTENDED TO SHOW METHOD AND MANNER OF ACCOMPLISHING WORK.

21. WHEN +/- SIGN OR V.I.F. ABBREVIATION IS ADJACENT TO A GIVEN DIMENSION, IT INDICATES THAT THE ACTUAL DIMENSION MIGHT VARY DUE TO EXISTING CONDITIONS. VERIFY DIMENSIONS BEFORE PROCEEDING WITH THE WORK; DISCREPANCIES BETWEEN THE NOTED DIMENSIONS AND ACTUAL

DIMENSIONS ARE TO BE BROUGHT TO THE ARCHITECT'S ATTENTION FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK.

HAZARDOUS MATERIAL NOTES:

22. THE ARCHITECT ASSUMES NO RESPONSIBILITY RELATING TO ANY HAZARDOUS OR TOXIC MATERIALS,

INCLUDING ASBESTOS, AND ASSUMES NO RESPONSIBILITY FOR VERIFYING ITS EXISTENCE OR REMOVAL. THE OWNER/TENANT SHALL TAKE ACTION FOR DIRECTLY CONTRACTING WITH A

CONSULTANT OR SPECIALIST FOR SUCH, LICENSED BY THE STATE OF CALIFORNIA, SHOULD THOSE SERVICES BE REQUIRED ON THE PROJECT.

23. NO PRODUCTS CONTAINING ASBESTOS OR LEAD IN ANY FORM SHALL BE USED ON ANY PART OF THE WORK.

CONSTRUCTION NOTES:

24. MAKE NECESSARY PROVISIONS TO PROTECT EXISTING CONSTRUCTION AND BUILDING IMPROVEMENTS, CONCRETE SIDEWALKS CURBS. ETC., AND UPON COMPLETION OF WORK REPAIR ANY DAMAGE THAT MAY OCCUR DURING CONSTRUCTION. MAKE NECESSARY PROVISIONS TO INCLUDE

TEMPORARY DUST TIGHT PARTITIONS TO PREVENT SPREAD OF DUST AND DIRT TO INHABITED AREAS OF THE EXISTING BUILDINGS AND PROTECT EXISTING FACILITIES ON AND ADJACENT TO THE SITE.

VERIFY EQUIPMENT LOCATIONS AND REQUIREMENTS WITH CONSULTANT'S DRAWINGS AND COORDINATE WITH CONTRACT DOCUMENTS. REMOVE AND LEGALLY DISPOSE OF DEBRIS, RUBBISH, ETC., LEAVING AREA CLEAR AND BROOM CLEAN READY FOR WORK. ROUTE FOR RUBBISH DISPOSAL SHALL BE APPROVED BY OWNER.

25. NEITHER THE OWNER NOR THE ARCHITECT SHALL ENFORCE SAFETY MEASURES OR REGULATIONS.

CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES DURING SHORING

AND BRACING, AND SHALL SOLELY BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH REGULATIONS, STANDARDS AND LAWS.

26. THE GENERAL CONTRACTOR AND SUBCONTRACTORS PERFORMING WORK ON THE PREMISES SHALL

BE RESPONSIBLE FOR MAINTAINING AND SUPERVISING THEIR SAFETY PROGRAM, INCLUDING, BUT

NOT LIMITED TO THE ISOLATION OF WORK AREAS AND THE PROMPT REMOVAL OF DEBRIS OR TOOLS WHICH MIGHT ENDANGER VISITORS, PATIENTS OR EMPLOYEES OF THE FACILITY. ALL ROADS AND WALKWAYS SHALL REMAIN UNOBSTRUCTED. WHEN NECESSARY, ALTERNATE ROUTES OF TRAFFIC CONTROL MUST BE MAINTAINED, SHOULD UNSAFE CONDITIONS OCCUR.

27. CONTRACTOR SHALL PROVIDE BARRICADES AROUND ALL NEW AND EXISTING OPENINGS WHERE REQUIRED OR NECESSARY FOR SAFETY.

28. CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY BARRICADES, CLOSURE WALLS, ETC., AS REQUIRED TO PROTECT THE PUBLIC DURING THE PERIOD OF CONSTRUCTION. CONSTRUCTION BARRICADE WALLS TO BE EQUAL TO RATING OF THE WALL REPLACED.

29. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTINUOUS CLEAN UP OF THE SITE OF ALL DEBRIS

WHETHER CREATED BY HIS WORK OR THE FAILURE OF HIS SUB-CONTRACTORS TO CLEAN UP AFTER THEIR WORK.

30. THE CONTRACTOR SHALL MAINTAIN EQUIPMENT, MATERIALS AND WORK IN A NEAT, CLEAN, ORDERLY

AND SAFE CONDITION AT ALL TIMES

31. CONTRACTOR SHALL KEEP SITE AND BUILDING CLEAN, HAZARD FREE AND DISPOSE OF ALL DIRT, DEBRIS, RUBBISH, ETC. LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST

OR SMUDGES OF ANY NATURE

32. CONTRACTOR SHALL LEAVE WORK / PROJECT AREA IN A SECURE CONDITION DURING PERIOD OF THIS WORK WHEN WORKERS ARE NOT ON THE PROJECT SITE.

33. CONTRACTOR TO SCHEDULE CONSTRUCTION ACTIVITIES TO HAVE THE LEAST IMPACT ON EXISTING BUILDING FUNCTIONS. THIS INCLUDES RESTRICTING TYPICAL DEMOLITION AND CONSTRUCTION ACTIVITIES TO THE HOURS DESIGNATED BY THE OWNER. CERTAIN ACTIVITIES SUCH AS THE USE OF JACKHAMMERS ON EXISTING BUILDINGS WILL NEED TO BE SCHEDULED AT SPECIAL TIMES. CONTACT THE OWNER FOR SCHEDULING OF ALL ACTIVITIES.

34. THE GENERAL CONTRACTOR SHALL MAKE SPECIAL PROVISIONS FOR NOISE AND DUST CONTROL SO AS NOT DISRUPT EXISTING ADJACENT OCCUPIED AREA.

35. THE CONTRACTOR SHALL COOPERATE WITH OWNER AS REQUIRED TO MINIMIZE INTERFERENCE WITH AND DISRUPTION OF OWNER ACTIVITIES.

36. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER REGARDING SITE ACCESS, STAGING AREAS, USE OF SITE, USE OF UTILITY SERVICES AND FACILITIES.

37. CONTRACTOR SHALL MAINTAIN FIRE LANES, PEDESTRIAN AND VEHICULAR ACCESS, FIRE PROTECTIVE DEVICES AND ALARMS DURING CONSTRUCTION.

38. DO NOT STORE MATERIALS ON ANY FLOOR OR ROOF IN EXCESS OF ALLOWABLE LOAD.

39. ALL EXITS MUST BE CONTINUOUS AND TERMINATE IN A PUBLIC WAY OR EXIT COURT LEADING TO A PUBLIC WAY OR AN APPROVED AREA OF REFUGE.

40. WHENEVER THE BUILDING IS OCCUPIED, EXIT SIGNS SHALL BE ILLUMINATED SO THAT THEY ARE CLEARLY VISIBLE.

41. PROVIDE PORTABLE FIRE EXTINGUISHERS AT EACH FIRE EXTINGUISHER CABINET AS SHOWN ON DRAWINGS. ADDITIONAL FIRE EXTINGUISHERS AS REQUIRED BY FIRE DEPARTMENT OR STATE FIRE MARSHALL FIELD INSPECTORS ARE N.I.C.

42. GENERAL CONTRACTOR IS TO MAKE EXACT DETERMINATIONS AS TO THE LOCATION OF ALL EXISTING UTILITIES. DO NOT BEGIN WORK UNTIL THIS DETERMINATION HAS BEEN MADE. CONTRACTOR IS FULLY RESPONSIBLE FOR DAMAGE CAUSE BY FAILURE TO LOCATE AND PROTECT UTILITIES.

43. PROVIDE RE-ROUTING OF EXISTING UTILITIES SERVING OCCUPIED AREAS AS REQUIRED TO MAINTAIN OPERATIONS.

44. SUPPLY TEMPORARY ELECTRICAL POWER TO THE JOB SITE FOR USE BY ALL CONSTRUCTION TRADES PRIOR TO CONNECTION OF THE SPECIFIED ELECTRICAL WORK.

45. NOTIFY OWNER AT LEAST SEVENTY-TWO HOURS PRIOR TO DISRUPTION OF UTILITIES.

46. PATCH SURFACES WHERE AFFECTED BY INSTALLATION OF NEW MECHANICAL, ELECTRICAL AND STRUCTURAL ITEMS. MATCH EXISTING ADJACENT SURFACES AND FINISHES EXCEPT WHERE OTHERWISE NOTED OR INDICATED.

47. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING AND PATCHING AS REQUIRED TO COMPLETE THE WORK OR TO MAKE ITS PARTS FIT TOGETHER PROPERLY. PATCHING OF FINISHED

WORK ALREADY INSTALLED AS A RESULT BY ERRORS, CHANGES OR OTHER REASONS IS ALSO THE CONTRACTOR'S RESPONSIBILITY. THE REFINISHED SURFACES SHALL MATCH THE ADJACENT SURFACES FOR COLOR, TEXTURE AND MATERIAL.

48. WHEN INSTALLING DRILLED-IN ANCHORS AND/OR POWER-DRIVEN PINS IN EXISTING NON-

PRESTRESSED REINFORCED CONCRETE, USE CARE AND CAUTION TO AVOID CUTTING OR DAMAGING THE EXISTING REINFORCING BARS. WHEN INSTALLING THEM INTO EXISTING PRESTRESSED

CONCRETE (PRE OR POST-TENSIONED) LOCATE THE PRESTRESSED TENDON BY USING A NON- DESTRUCTIVE METHOD PRIOR TO INSTALLATION. EXERCISE EXTREME CARE AND CAUTION TO AVOID CUTTING OR DAMAGING THE TENDONS DURING INSTALLATION. MAINTAIN A MINIMUM CLEARANCE OF ONE INCH BETWEEN THE REINFORCEMENT AND THE DRILLED-IN ANCHOR AND/OR PIN.

49. PATCH AND REPAIR EXISTING FIRE-RATED ASSEMBLIES DAMAGED DURING DEMOLITION TO MAINTAIN RATED ASSEMBLY.

50. ALL PENETRATIONS THROUGH FIRE RATED WALLS AND SHAFTS SHALL BE EQUIPPED WITH DAMPERS, SEALANTS, OR OTHER APPROPRIATE AND APPROVED U.L. LISTED ASSEMBLIES, MATERIALS AND METHODS SO AS TO MAINTAIN THAT RATING.

51. ALL OPENINGS AT WINDOWS, OPENINGS FOR UTILITY PIPING AND WIRING, ETC., WITHIN THE AREA OF WORK SHALL BE CAULKED AND SEALED.

52. PROVIDE BACKING FOR CASEWORK, TOILET ACCESSORIES, LOCKERS, ELECTRICAL PANELS, AND OTHER ANY WALL MOUNTED ITEMS AS INDICATED IN THE DRAWINGS.

53. PROVIDE ALL NECESSARY BLOCKING, BACKING AND FRAMING FOR LIGHT FIXTURES, ELECTRICAL

UNITS, MECHANICAL AND PLUMBING EQUIPMENT AND ALL OTHER ITEMS REQUIRING THE SAME AS INDICATED IN THE DRAWINGS.

54. MECHANICAL, PLUMBING AND ELECTRICAL PLANS INDICATE THE GENERAL DESIGN AND ARRANGEMENT OF DUCTS, PIPES, CONDUIT, WIRING, EQUIPMENT, SYSTEMS, ETC. INFORMATION

SHOWN IS DIAGRAMMATIC IN CHARACTER AND DOES NOT NECESSARILY INDICATE EVERY REQUIRED OFFSET, FITTING AND EXISTING CONDITION. LOCATION OF THESE ITEMS MAY BE

ADJUSTED CONDITIONAL UPON THE SATISFACTORY COMPLIANCE WITH ALL OTHER REQUIREMENTS.

55. ALL PIPING AND CONDUITS SHALL BE CONCEALED WITHIN WALLS, UNDERGROUND, ABOVE CEILINGS

OR IN ARCHITECT APPROVED UTILITY SPACES IN ALL CASES UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS. EXPOSED ITEMS MUST BE LOCATED IN AREAS APPROVED BY THE ARCHITECT. EXPOSED ITEMS SHALL BE INSTALLED AND FINISHED TO PROVIDE MINIMAL VISUAL IMPACT. ALL EXPOSED ITEMS ARE TO BE PAINTED TO MATCH THE ADJACENT SURFACES UNLESS SCHEDULED FOR AN ACCENT COLOR.

56. ALL PIPE DUCTS AND CONDUIT SHALL BE SUPPORTED AND SEISMICALLY BRACED USING AN APPROVED SEISMIC RESTRAINT SYSTEM AS SHOWN ON THE DRAWINGS.

57. ANCHORAGE AND SUPPORTS OF ALL EQUIPMENT TO BE INSTALLED, AS A PART OF THIS PROJECT SHALL BE DETAILED ON CONSTRUCTION DOCUMENTS, EXCEPT THOSE EXEMPT BY 2019 CBC SECTION 1616A.1.8

58. EQUIPMENT SUPPORTS, AND ANCHORAGE SHALL BE APPROVED BY THE APPROPRIATE DESIGN PROFESSIONAL OF RECORD AND OSHPD AS A PART OF HELD REVIEWS / OBSERVATIONS. THE INSPECTOR OF RECORD (IOR) SHALL ASSURE THAT THE ABOVE REQUIREMENTS ARE ENFORCED.

59. CONTRACTOR SHALL COORDINATE SIZES AND LOCATIONS OF 4" HIGH CONCRETE HOUSEKEEPING PADS WITH THE MECHANICAL AND ELECTRICAL EQUIPMENT SUPPLIERS.

60. UNLESS NOTED OTHERWISE ALL WALL TO BE FULL HEIGHT.

61. PROVISIONS SHALL BE MADE AT FULL HEIGHT NON-BEARING WALLS FOR 1/2 INCH VERTICAL MOVEMENT OF THE BUILDING STRUCTURE WITHOUT TRANSFER OF COMPRESSIVE LOADS TO WALL.

FILL IRREGULARITIES BETWEEN TOP OF WALL AND DECK ABOVE WITH FIRE SAFING INSULATION OR FIRE STOPPING MATERIALS AS REQUIRED TO MEET FIRE RATING OF RESPECTIVE WALLS. FILL AT SMOKE PARTITIONS WITH MATERIALS CAPABLE OF RESISTING THE PASSAGE OF SMOKE.

62. SCRIBE GYPSUM BOARD OF WALLS AND PARTITIONS TO IRREGULARITIES OF STRUCTURE AND ROOF DECK ABOVE.

GENERAL NOTES
25 BLDC2024-0007 550 E 6th St
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Page 1091 of 2805 ends

24'-93__16"

EXISTING

BUILDING A

EXISTING

BUILDING B

EXISTING

BUILDING C

EXISTING

BUILDING D

EXISTING

BUILDING E

EXISTING

BUILDING F

EXISTING

BUILDING G

EXISTING

PARKING

EXISTING

PARKING

EXISTING

PARKING

EXISTING

PARKING

EXISTING
PARKINGMAGNOLIA AVENUEORANGE AVENUEE 6TH AVENUE
7TH AVENUE
7TH AVENUE
A1.10
2 DEMO
A1.10
1 REMODEL
180
44 72
A1.11
2 DEMO REMODEL
A1.12
1 A1.11
1 A1.12
2 DEMO REMODEL
(E)
P.O.T
(N) P.O.T

CODE ANALYSIS
BUILDING DATA SUMMARY:

BUILDING A
OCCUPANCY TYPE: MIXED USE (ASSEMBLY AND BUSINESS)
CONSTRUCTION TYPE: V-B
SPRINKLERED: YES
TOTAL BUILDING SF: 21,862 SF
MEANS OF EGRESS SIZING: C.B.C. 2022 105.3.2
NUMBER OF OCCUPANTS: 180 (0.2" CAPACITY FACTOR))
REQUIRED EGRESS CORRIDOR WIDTH: 44" (36" 32" (1010.1.1)) PROVIDED EGRESS DOOR WIDTH: 45-3/4"
NOTE:

THE CODE ANALYSIS FOR THE CONSTRUCTION OF NEW EXTERIOR

ACCESS COMPLIANT LANDINGS AND RAMPS IS LIMITED TO THE REQUIRED EXIT WIDTH OF THE RAMPS.PROJECT NUMBER:DATE:REVISION:DESCRIPTION:PROJECT STATUS:PROJECT ISSUED:© 2022 SGH ARCHITECTS INC. ALL RIGHTS RESERVEDSEALS:CONSULTANT:1/25/2024 8:41:00 AM21-60100-00SITE PLAN -OVERALLA1.01RAMP REPLACEMENT FOR THE CITY HALLRENOVATION550 E. 6TH STREET, BEAUMONT, CA 92223THE BEAUMONT CITY HALLCITY OF BEAUMONTCONSTRUCTIONDOCUMENTS01/15/2024CONSTRUCTION DOCUMENTS SCALE:1" = 30'-0"A1.01
1 SITE PLAN - OVERALL
NORTH
25 BLDC2024-0007 550 E 6th St
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Page 1092 of 2805 ends

A1.105
5 A10.11
10 A10.11

CONTROL
JOINT, TYP.
7 A10.11
72" X 72" CLR.

EXPANSION
JOINT.

A
C-5.1
LEVEL LANDING WITH 2% MAX

SLOPE IN ANY DIRECTION
LEVEL LANDING WITH 2% MAX

SLOPE IN ANY DIRECTION
LEVEL CONC. LANDING WITH
2% MAX SLOPE IN ANY

DIRECTION, SEE CIVIL
7' - 10" 7' - 10"Slope: 2% MAXLEVEL LANDING WITH 2% MAX

SLOPE IN ANY DIRECTION
1 A10.11

EXPANSION
JOINT, TYP.

CONTROL
JOINT, TYP.

A
C-5.1
7 A10.11

HANDRAIL
3 A10.11
GUARDRAIL 8
A10.11
15 A10.11
20 A10.11
5' - 2 1/2" CLEAR4
A10.11
1' - 0"8"EQ EQ
EQ EQ
1' - 0"
EQ EQ
CJ
CJ

CJCJCJEQEQEQEQEJCJCJCJEJCJ
EJ
CJ
CJ
CJ
EJ
CJ

CJRAMP HANDRAIL,

PER DETAIL
3 A10.11
1' - 0"TRANSITION POINT BETWEEN
THE GUARDRAIL HEIGHT (42")
AND HANDRAIL HEIGHT (36")
(E) CURB
4' - 11 1/2" CLEAR
13 A10.11SLOPE: 8% MAX.UP
UP UPSLOPE: 8% MAX.

SLOPE: 8% MAX.

UPSLOPE: 8% MAX.A
C-5.1
A
C-5.1
A
C-5.1
TRUNCATED DOMES, SEE DETAILS 11
A10.11

ADA PARKING SIGNAGE,
PER DETAIL, TYP. OF 4
17 A10.11
A1.103 A1.10
4 EXISTING CITY

HALL BUILDING
EJ 1' - 0"REINFORCED CONCRETE
PAVING, SEE CIVILTYP.36" MIN.CJ
CJCJ 12
A10.11

NO PARKINGNO PARKINGNO PARKINGWRAP PIPE WITH

ISOLATION MEMBRANE

ACCESSIBLE ROUTE

SIGN, PER DETAILCJCJPAINT INTERNATIONAL SYMBOL

OF ACCESSIBILITY, SEE DETAIL
6 A10.11
TYP.18' - 0"V.I.F.6' - 8"18
A10.11

ACCESSIBLE ROUTE
SIGN, PER DETAIL 18
A10.11
12" TYP.
8' - 0" MIN. 9' - 0" 7' - 6" 9' - 0" 9' - 0" 5' - 0" 9' - 0"TYP.36"STRIPING SHALL NOT OVERLAP TEXT, TYP. "VAN"
12" TALL, WHITE PAINTED TEXT
"NO PARKING", TYP. AS SHOWN
4" WIDE FEDERAL BLUE PAINTED LINES, TYP.

ALIGN, TYP.

TYP.

EQ
TYP.

CONTRACTOR SHALL REPLACE

LANDSCAPE IN THIS AREA BACK
TO IT'S ORIGINAL STATE TYP.24"DEMO (E) CONCRETE RAMP
DEMO (E) HANDRAIL, TYP.

DEMO (E) CONCRETE PAVING

DEMO (E) CONCRETE RAMP

DEMO (E) CONCRETE PAVING

DEMO (E) LANDSCAPING

DEMO (E) CONCRETE
DEMO (E) PARKING SIGNAGE, TYP.

EXISTING CITY

HALL BUILDING
(E) HANDRAIL TO REMAIN
(E) MECHANICAL

EQUIPMENT TO REMAIN
(E) HIGH VOLTAGE

EQUIPMENT TO REMAIN
(E) TRANSFORMER

TO REMAIN

LIMITS OF WORK
(E) TREE TO REMAIN
(E) GRAVEL PLANTER TO REMAIN

DEMO (E) POSTS
27' - 0"46' - 8"REMOVE (E) PARKING STRIPING, TYP.

REMOVE AND REINSTALL WHEEL STOPS
AFTER STRIPING OCCURS, TYP. OF (4)

DOWNSPOUT TO REMAIN, PROTECT IN PLACE
(E) CONCRETE

TO REMAIN
15 A10.11

CHAMFER JOINT, SEE DETAIL

ALIGN WITH CONTROL JOINTS, SEE
PLAN, TYP.
19 A10.11 CHAMFER JOINT, SEE DETAIL

ALIGNED WITH CONTROL JOINT,

SEE PLAN
19 A10.11
10 A10.11
20 A10.11
(E) DRAIN, SHALL BE INTEGRATED

INTO NEW WALL AND DRAIN
PROPERLY TO THE PARKING LOT, TYP.

CHAMFER JOINT, SEE DETAIL

ALIGN WITH CONTROL AND EXPANSION
JOINTS, SEE PLAN, TYP.
19 A10.11
PROJECT NUMBER:DATE:REVISION: DESCRIPTION:PROJECT STATUS:PROJECT ISSUED:© 2022 SGH ARCHITECTS INC. ALL RIGHTS RESERVEDSEALS:CONSULTANT:1/9/2024 1:33:17 PM21-60100-00ENLARGED SITE PLAN -EAST RAMP -DEMOLITION AND REMODELA1.10RAMP REPLACEMENT FOR THE CITY HALLRENOVATION550 E. 6TH STREET, BEAUMONT, CA 92223THE BEAUMONT CITY HALLCITY OF BEAUMONTCONSTRUCTIONDOCUMENTS01/09/2024CONSTRUCTION DOCUMENTS SCALE:1/8" = 1'-0"A1.10
1 ENLARGED SITE PLAN - EAST RAMP - REMODEL
SCALE:1/8" = 1'-0"A1.10
2 ENLARGED SITE PLAN - DEMOLITION
SCALE:1/4" = 1'-0"A1.10
5 EAST ELEVATION - EXTERIOR SOUTH RAMP
SCALE:1/4" = 1'-0"A1.10
3 EAST ELEVATION - EXTERIOR NORTH RAMP
SCALE:1/4" = 1'-0"A1.10
4 NORTH ELEVATION - EXTERIOR RAMPS

NORTHNORTH
25 BLDC2023-0091 550 E 6th St sscissons 01/10/2024

Page 1093 of 2805 ends

EXISTING CITY

HALL BUILDING
3'-0" MIN. V.I.F.5' - 0"SLOPE: 8% MAXSLOPE: 8% MAXUP
UP
EJ
CJ
CJ
CJ
EJ
CJCJEJ
EXTENSION TYP.1' - 0" RAMP HANDRAIL24" TYP.
(N) AC PAVING, CREATE LEVEL

LANDING WITH SLOPES LESS
THAN 2% IN ALL DIRECTIONS
A1.113
6 A1.11
4 A1.11
5 A1.11

ACCESSIBLE ROUTE SIGN,
SEE DETAIL 18/A10.11

CLEAR LANDING SPACE
CONTROL JOINT, TYP.

PER 7/A10.11
EXPANSION JOINT, TYP. SEE A/C-5.1
HANDRAIL - SEE3/A10.11
GUARDRAIL PER 8/A10.11

TRANSITION POINT BETWEEN GUARDRAIL AND HANDRAIL
LEVEL LANDING WITH 2%

MAX SLOP IN ANY DIRECTIONEQEQEQEQUP

HANDRAIL SHALL BE AWAY FROM THE
WALL AND PROVIDE 1-1/2" CLEAR DISTANCE

FROM DOWNSPOUT TO HANDRAIL
UPPER

LANDING

LANDING
6' -0" MIN.20' - 6"19' - 0"6' - 0"6' - 4"
9' - 4"
EL. 22.06
EL. 19.83
EL. 19.92
EL. 20.07
EL.21.80
EL. 22.06
EL.

21.87 EL.21.87
EL. 18.35 EL. 18.31
EL. 20.16
EL.

18.31 A1.11
7 (E) GRASS, REPAIR BACK

WITH SOD AND REPLACE
IRRIGATION BACK TO 100%

COVERAGE IN PROPER
WORKING ORDER.

TRUNCATED DOMES
PER 11,12/A10.1110' - 11"3' - 0"3' - 0"9' - 9 3/4"3' - 0"CONC. (E) ASPHALT
72" MIN.EL. 18.63

EXISTING CITY

HALL BUILDING

LIMITS OF DEMO WORK FOR NEW RAMP
TWO (E) 1" WALL MOUNTED GAS LINES

TO BE RELOCATED UNDER GROUND
(E) DOWNSPOUT TO CONNECTED TOO

REMOVE (E) LANDSCAPING, CUT AND

REROUTE IRRIGATION TO PROVIDE
100% COVERAGE TO EXISTING GRASS.

REMOVE (E) AC PAVING TO ALLOW FOR

SMOOTH TRANSITION TO (E) AND NEW

ASPHALT -SIZE SHOWN MAY CHANGE BASED ON

SITE VERIFICATION OF FINAL SLOPES
(E) GAS EQUIPMENT TO

REMAIN, PROTECT IN PLACE
(E) HOUSE KEEPING PAD AND

ELECTRICAL EQUIPMENT TO REMAIN -

PROTECT IN PLACE
(E) BOLLARDS TO REMAIN
(E) LANDSCAPE TO REMAIN. PROVIDE
100% SPRINKLER COVERAGE TO THIS
AREA.
(E) AC UNIT TO REMAIN, PROTECT IN PLACE
(E) GRAVEL TO REMAIN TYP.12' - 0"16' - 3 1/4"
4 A1.11

CHAMFER JOINT, SEE DETAIL

ALIGN WITH CONTROL AND
EXPANSION JOINTS, SEE PLAN, TYP.
19 A10.11
(E) MECHANICAL
UNIT
CONNECT GAS LINES TO UNISTRUT.

ATTACH UNISTRUT TO CONC. STEM
WALLS & STUCCO EVERY 96" AND

WHERE GAS LINE COMES OUT
FROM UNDER RAMP - SEE 8/-
(E) BRACKET
(N) BRACKET

TO MATCH (E)
SEE NOTE ON 5/-
6 A1.11

FROM BLDG
4" MAX AWAY
6 TREADS @ 11"
5' - 6"7 RISERS @ 6" MAX.3' - 5"STAIRS SIMILAR TO 23/A10.11

WITH NO SIDE CURBS
A10.11
1 A10.11
3 ECT 4" PVC TO (E) ROOF DOWN SPOUT AND SLOPE 1/4" PER FOOT TOWARDS GRASS. PROVE ADAPTOR FITTINGS AS NEEDED.
4 A1.11A10.11
1 A10.11
1 PVC SLEEVE TYPICALPVC SLEEVE TYPICAL

GAS LINES

REROUTED

UNDER RAMP

PROVIDE COMPACTED SOIL

OR GRAVEL BASE TO BUILD

UP RAMPS AS NEEDED
TYPICAL.
6 A1.11
4 A1.11
3' - 6"
LEVEL LANDING WITH 2% MAX SLOPE IN ANY DIRECTION
GUARDRAIL PER 8/A10.11
CJCJ

GUARDRAIL
PER 8/A10.11
STAIRS PER 23/A10.11, NO CURB REQ.
12" L. UNISTRUT AT 96" ON CENTER
1/4" x 2-3/4" TITAN BOLT WITH
WASHERS TYP.

REROUTED GAS LINES TYP.
1/4" x 2-3/4" TAPCON AT

STUCCO LOCATIONS
PROJECT NUMBER:DATE:REVISION: DESCRIPTION:PROJECT STATUS:PROJECT ISSUED:© 2022 SGH ARCHITECTS INC. ALL RIGHTS RESERVEDSEALS:CONSULTANT:2/12/2024 5:54:21 PM21-60100-00ENLARGED SITE PLAN -NORTH RAMP -DEOMLITION AND REMODELA1.11RAMP REPLACEMENT FOR THE CITY HALLRENOVATION550 E. 6TH STREET, BEAUMONT, CA 92223THE BEAUMONT CITY HALLCITY OF BEAUMONTCONSTRUCTIONDOCUMENTS01/15/2024CONSTRUCTION DOCUMENTS SCALE:1/8" = 1'-0"A1.11
1 ENLARGED SITE PLAN - NORTH RAMP - REMODEL
SCALE:1/8" = 1'-0"A1.11
2 ENLARGED SITE PLAN - NORTH RAMP - DEMOLITION

NORTHNORTH
SCALE:1/4" = 1'-0"A1.11
3 EAST ELEVATION - EXTERIOR NORTH RAMP
SCALE:1/4" = 1'-0"A1.11
4 STAIR SECTION - NORTH EXTERIOR STAIR
SCALE:1/4" = 1'-0"A1.11
5 RAMP SECTION - NORTH RAMP - BOTTOM RUN
SCALE:1/4" = 1'-0"A1.11
6 RAMP SECTION - NORTH RAMP - TOP RUN

EXISTING MECHANICAL UNIT EXISTING DISCONNECT SWITCH

EXISTING DOWN SPOUT TO REMAIN

EXISTING GAS LINES TO BE RELOCATED

EXISTING RECESSED GROMETS TO BE REMOVE AND
INFILL HOLES WITH STUCCO TO MATCH WALL -TYP.

OF 4 LOCATIONS

EXISTING GAS METER TO REMAIN EXISTING GAS LINES TO BE RELOCATED

EXISTING ELECTRICAL EQUIPMENT TO
REMAIN AS IS -TYP.

EXISTING BOLLARDS TO REMAIN TYP.

EXISTING CANOPY AND

DOORS TO REAMIN

EXISTING PHOTOS
SCALE:1/4" = 1'-0"A1.11
7 ENLARGED STAIR
SCALE:3" = 1'-0"A1.11
8 UNISTRUT

GAS LINES REROUTED UNDER RAMP
25 Rev 1 BLDC2024-0007 550 E 6th St sscissons 02/15/2024Page 1094 of 2805

(E) COVERED WALK

EXISTING CITY

HALL BUILDING
6 A1.12
7 A1.12
A1.12
3 SLOPE: 8% MAX
SLOPE: 8% MAXUP
UP
CJCJ

CJEQ EQ
CJ
CJ
CJPOP OUT3" FROM BLDGCJCJ
4 A1.12
EXPANSION JOINT, TYP. A/C-5.1
CONTROL JOINT, TYP. 7/A10.11

ACCESSIBLE ROUTE SIGN,
SEE DETAIL 18/A10.11
LEVEL LANDING WITH 2% MAX

SLOPE IN ANY DIRECTION
LEVEL LANDING WITH 2% MAX

SLOPE IN ANY DIRECTION
GUARDRAIL 8/A10.11
HANDRAIL 3/A10.11

HANDRAIL

TRANSITION

POINT BETWEEN

GUARDRAIL AND

HANDRAIL

EXISTING BUILDING B

CJDRAINS ROUTED

UNDER RAMP
LEVEL LANDING WITH 2% MAX

SLOPE IN ANY DIRECTION
001
10 A1.12
EL.19.58
EL. 22.00EL.22.00
EL. 19.26

BLEND ALL SIDEWALKS INTO (E) ONES
FOR A FLUSH TRANSITION TYP.
(PA)
(PA)
(PA)
(N) CONC. TYP.
(N) IRRG. BOX AND SHUT OFF
NOTES:

1. CONTRACTOR SHALL PROVIDEALL FILL MATERIAL TO INFILL RAMPS. NO FILL MATERIAL IS AVAILABLE ONSITE.

2. INFILL MATERIAL CAN BE COMPACTED CLEAN FILL DIRT OR COMPACTED GRAVEL TYPICAL.

3. SEE 22/A10.11 FOR ADDITIONAL REQUIREMENTS OF RECESSED FLOOR GRATE AND FRAMING 72" MIN.72" MIN.6' - 0"6' - 0 3/4"
5' - 1"6' - 4"EL.21.90 8' - 0"EL.21.90
EL.21.26
EL.21.17
EL.21.23 19' - 0"
EL.19.71
EL.19.50
(E) EL.19.09(E) EL.19.10
(E) EL.19.13
EL.19.01
CJEL.19.25
EL.19.37
EL.19.12
EL.19.30EL.19.06 EL.19.18
6' - 6" 8' - 6" 8' - 3"4' - 1"EL.19.12
EL.19.10
6' - 11"FLOW LINE
EJPROVIDE NEW 2" LAYER OF

REDWOOD BARK IN PLANTERS

TO MATCH EXISTING
PROVIDE NEW 2" LAYER OF

REDWOOD BARK IN PLANTERS

TO MATCH EXISTING
EL.19.16 EL.19.03
EL.19.05

BLEND NEW AND

EXISTING - ZERO LIP
(E) EL.19.08
(E) EL.19.06
SIM.

C J CJCJ5' - 10 3/8"
6' - 2 7/8"8' - 8"EXISTING BUILDING B

EXISTING CITY

HALL BUILDING
(E) VENT TO REMAIN

REMOVE (E) STAIRS AND HANDRAIL

REMOVE (E) DOOR

REMOVE (E) DRAIN AND ASSOCIATED PIPING

LIMITS OF WORK

REMOVE (E) CONCRETE

REMOVE (E) PAVERS

REMOVE (E) LANDSCAPE AREA
(E) LANDSCAPE TO GET ADJUSTED

FOR NEW SPRINKLER BOX

REMOVE (E) CONCRETE

REMOVE (E) LANDSCAPE AREA
(E) LANDSCAPE AREA TO REMAIN

REMOVE (E) TREES AND BUSHES
WITHIN THE DEMO AREA, TYP.

REMOVE (E)

HOSE BIBB
(E) VENT TO REMAIN
(E) COVERED WALK TO REMAIN
(E) SCORE JOINTS TYP.
(E) SUPPORT COLUMNS TO REMAIN TYP.CONC. TO
REMAIN
(E) LANDSCAPE TO REMAIN
(E) STAIRS

TO REAMIN
(E) CONC.

TO REMAIN
(E) VENT TO
REMAIN

REMOVE AND RELOCATE (E)
IRRGATION BOX. REMOVE

IRRIGATION CONTROLLER AND
SHUT-OFF VALVE. REUSE SOV
BOX.
(E) VENT TO REMAIN
REMOVE TWO CONC. PAVERS
(E) CONC. TO BE REMOVED
7 A1.12
4 A1.12

CHAMFER JOINT, SEE DETAIL

ALIGN WITH CONTROL
JOINTS, SEE PLAN, TYP.
19 A10.11
(E) DRAINS TO BE ROUTED

THROUGH RETAINING WALLS

AND DRAIN PROPERLY TO
CONCRETE AT GRADE, TYP.
10 A1.12
6 A1.12

CHAMFER JOINT, SEE DETAIL

ALIGN WITH CONTROL JOINTS,
SEE PLAN TYP.
19 A10.11
5 TREADS @ 12"
5' - 0"6 RISERS @ 5.25"3' - 0"7
A1.12A10.11
1 10
A1.12
NOTES
ALL STEM WALLS SHALL BE BUILT PER DETAIL 1/A10.11
6 A1.12A10.11
3 A10.11
1 OPEN AREA FOR

AIR CIRCULATION
5' - 5"
NOTES
ALL STEM WALLS SHALL BE BUILT PER DETAIL 1/A10.11

DEMO HOSE BIB

UNDER GROUND,

EXTEND TO NEW

LOCATION

DEMO EXISTING IRRIGATION CONTROL VALVE
ASSEMBLY AND BOX. EXTEND EXISTING

IRRIGATION LINES TO NEW LOCATION WITH SIMILAR
SIZE PVC PIPING. SEE 9/-.

DEMO EXISTING IRRIGATION SHUT-OFF VALVE
ASSEMBLY AND BOX. EXTEND EXISTING WATER
LINE TO NEW LOCATION. SEE 9/-.

NEW 3/4" IRRIGATION VALVE

AND TWO CONTROLLER VALVES
NEW 3/4" BRASS SHUT-

OFF VALVE IN BOX
NEW 3/4" HOSE BIB WITH
3/4" SHUT-OFF VALVE.

ATTACH TO WALL WITH

UNISTRUT WALL CLAMP

CONNECT TO EXISTING
IRRIGATION LINE. SIZE TO

MATCH EXISTING

CONNECT TO EXISTING

WATER LINE
PROVIDE 2" SLEEVES
THROUGH FOOTINS TYP.

CONNECT TO EXISTING
IRRIGATION LINE. SIZE TO

MATCH EXISTING
EXTEND IRRIGATION WIRE WITH NEW 18/7 WIRE. MAKE

CONNECTION IN CRAWL SPACE OF BUILDING
6 A1.12

ISOLATION MEMBRANE
AND SEALANT TYP.
01 01
01 01
01 01
ROOF DRAIN W.O.02
NOTES
02 NOTES

1. ALL STEM WALLS SHALL BE BUILT PER DETAIL 1/A10.11.

2. DETAIL IS APPLICABLE FOR NORTH RAMP 1/A1.11
INT.

EXT.EXT.INT.

DOOR JAMB DOOR HEAD DOOR SILL
DOOR
TYP.

DOOR FRAME TYP.

DOOR SEALS TYP.
2X FRAMING TYP.
(E)
STUCCO
TYP.
4X

FRAMING
TYP.

THRESHOLD
(E) CURB
PROJECT NUMBER:DATE:REVISION: DESCRIPTION:PROJECT STATUS:PROJECT ISSUED:© 2022 SGH ARCHITECTS INC. ALL RIGHTS RESERVEDSEALS:CONSULTANT:2/12/2024 5:54:23 PM21-60100-00ENLARGED SITE PLAN -WEST RAMP -DEMOLITION AND REMODELA1.12RAMP REPLACEMENT FOR THE CITY HALLRENOVATION550 E. 6TH STREET, BEAUMONT, CA 92223THE BEAUMONT CITY HALLCITY OF BEAUMONTCONSTRUCTIONDOCUMENTS01/15/2024CONSTRUCTION DOCUMENTS SCALE:1/8" = 1'-0"A1.12
1 ENLARGED SITE PLAN - WEST RAMP - REMODEL
SCALE:1/8" = 1'-0"A1.12
2 ENLARGED SITE PLAN - WEST RAMP - DEMOLITION

NORTHNORTH
SCALE:1/4" = 1'-0"A1.12
3 NORTH ELEVATION - EXTERIOR WEST RAMP
SCALE:1/4" = 1'-0"A1.12
4 STAIR SECTION - WEST EXTERIOR STAIR
SCALE:1/4" = 1'-0"A1.12
6 RAMP SECTION - WEST RAMP - MIDDLE RUN
SCALE:1/4" = 1'-0"A1.12
7 RAMP SECTION - WEST RAMP - TOP RUN
SCALE:1/8" = 1'-0"A1.12
8 LANDSCAPE IRRIGATION DEMO
NORTH

REMOVE HOSE BIB AND

REPLACE WITH AN ELBOW
TO EXTEND A NEW 3/4"

COPPER WATERLINE TO NEW
LOCATION. SEE 9/-

PULL WIRE BACK INTO

CRAWL SPACE AND

SPLICE FOR NEW WIRE

REMOVE IRRIGATION

SHUT-OFF VALVE AND
BOX

REMOVE IRRIGATION

CNTROLER VALVES
AND BOX.

SCALE:3/16" = 1'-0"A1.12
9 IRRIGATION PLAN
NORTH
30 INCH LINEAR LENGTH

OF WIRE, COILED

WATERPROOF CONNECTION

RAIN BIRD SPLICE
ID TAG

VALVE BOX WITH PLASTIC COVER

FINISH GRADE/TOP OF MULCH
REMOTE CONTROL VALVE:

RAINBIRD PRO SERIES
SCH. 40 PVC TYP.

SCH. 40 PVC ELBOW
BRICK (1 OF 4)
SCH. 40 NIPPLE AND SCH. 40 ELBOW

PVC MAINLINE
SCH. 40 TEE OR ELBOW
3" D. 3/4" GRAVEL BASE

IRRIGATION BOX ASSEMBLY
DOOR

SCHEDULE
001

SIZE DOOR/FRAME

MATERIAL

RATED FINISH GLASS HARDWARE REMARKS
36"x80"x1 3/4" HOLLOW METAL NO PAINT NONE SEE SPECIFICATION

DOOR SCHEDULE
SCALE:3/8" = 1'-0"A1.12
10 RAMP SECTION
3/4" TYPE "K" COPPER

WATER LINE
SCALE:3" = 1'-0"A1.12
11 DOOR FRAME

SEE DETAIL BELOW
25 Rev 1 BLDC2024-0007 550 E 6th St sscissons 02/15/2024Page 1095 of 2805

ALIGN
ALIGN
A10.11
1 A10.11
3 A10.11
1 CONC. RAMP
R
2 1/2"36" TYP.HANDRAILT.O. HANDRAIL
1-1/2" O.D. GALV. STEEL

PIPE HANDRAIL, PTD

START OF RADIUS
12" MIN.

LEVEL
1-1/2" O.D. GALV.

STEEL GUIDE RAIL, PTD.R 2 1/2"T.O. HANDRAIL

START OF RADIUS
NOTES:

1. MIN. 12" EXTENSION AT TOP AND BOTTOM OF RAMP RUN. EXTENSION SHALL

BE IN THE DIRECTION OF RAMP RUN EXCEPT CONTINUOUS HANDRAIL AT INSIDE TURN OF SWITCH-BACK OR DOGLEG RAMP. (11B -505.10)

2. EXTENSION SHALL RETURN TO WALL, GUARD OR LANDING SURFACE. NOTE THAT THE 12" DIMENSION IS FOR THE STRAIGHT PORTION OF HANDRAIL AND DOES NOT INCLUDE CURVED PORTION. SEE CBC FIG. 11B-505.10.1 LEVEL
12" MIN.HANDRAIL36" TYP.1-1/2" O.D. GALV. STEEL SCH.
40 POST @ 4" O.C. MAX, PTD.1' - 6"1' - 6"4"A10.11
4 A10.11
49 A10.11
9 A10.11MIN.3"MIN.9"MIN.
3"

SECTION 'A'

HANDRAIL POST

CORE AS REQUIRED,

FILL WITH NON-SHRINK
GROUT
CONC. RAMP

PROVIDE THICKENED
CONC. AT LOCATIONS OF

HANDRAIL POSTS
A
-
1"
8" TO FACE OF (E) BUILDING

FACE OF (E) BUILDING

ISOLATION JOINT
REINFORCED CONC. PAVING,

SEE CIVIL

AGGREGATE BASE

SEE CIVIL
STL. TROWEL CONTROL JOINT
WITH 1/4" RADIUS
NOTE:

1. PLACE CONTROL JOINT AT 10'-0" EACH WAY MAX. U.N.O.

2. SEE PLAN FOR LOCATIONS
MIN.1' - 0"REPLACE (E) ROOF DRAIN

PIPE WHERE OCCURS,
EXTEND TO FACE OF CONC.

CONC. RETAINING WALL
3/4" CHAMFER, TYP.

PAVING OR GRADE,

SEE CIVIL
1' - 0"2' - 0"
8" 6"

HANDRAIL OR GUARDRAIL

POST WHERE OCCURS
#4 HORIZ @ 16" O.C.
(4) #5 CONT.
(2) #4 CONT.
4" CONC. RAMP SLAB
13 A10.11

AGGREGATE BASE, SEE CIVIL
CONC. PAVING

REINFORCEMENT, SEE CIVIL
#4 VERT @ 16" O.C.

CONSTRUCTION JOINT

CORE DRILL FOR GUARDRAIL
(DO NOT CUT ANY REBAR)
CLEAR, TYP.
3" MIN.10"8"8"

COMPACTED
FILL

COMPACTED
FILL
NOTE:

1. GUARDRAIL REQUIRED AT ALL RAMP AND LANDING LOCATIONS GREATER THAN 30" ABOVE

ADJACENT GRADE

2. SLOPE OF GUARDRAIL SHALL FOLLOW THE SLOPE OF THE RAMP, TYP.≤ 4" TYP.SPACE EQUALLY UNO. 4' - 0" O.C. MAX

ALL CONNECTIONS TO

BE WELDED/GRINDED

SMOOTH WITH NO
ABRASIVE EDGES, TYP.
1-1/2" DIA. SCH. 40
GALV. STEEL PIPE

VERTICAL SUPPORTS,
PAINT FINISH TYP.
1-1/2" DIA. SCH. 40
GALV. STEEL PIPE RAIL,
PAINT FINISHED, TYP.3' - 6"13
A10.11

HANDRAIL WHERE
OCCURS, SEE PLAN.4"5 1/2"5 1/2"5 1/2"5 1/2"5 1/2"5 1/2"4 1/4"A10.11 3 A10.11
1 3-1/2" MAX.

A10.11
3 A10.11
1 4"4" MIN.TO TOP OF GAURDRAIL3' - 6"WHERE OCCURS3' - 0" TO TOP OF HANDRAILCONC. RETAINING WALL

CORE GUARDRAIL HOLE, SEE DETAIL
3/4" CHAMFER, TYP.MIN.9"4"ALL CONNECTIONS TO BE

WELDED/GRINDED SMOOTH WITH
NO ABRASIVE EDGES, TYP.4" MAX. TYP.1-1/2" DIA. SCH. 40 GALV. STEEL

PIPE VERTICAL SUPPORTS
SPACED AT 48" O.C. MAX, PAINT
FINISH TYP.
9 A10.11

AGGREGATE BASE, SEE CIVIL
8 A10.11

GUARDRAIL

ELEVATION
A10.11
14 COMPACTED FILL MIN.3"MIN.9"2" MIN.

SECTION 'A'

HANDRAIL

CORE AS REQUIRED,

FILL WITH NON-SHRINK
GROUTCONC. WALK /
RAMP
CONC. RETAINING WALL
A
-
1"
NOTE:

1. BASIS OF DESIGN:

A. MANUFACTURER: ARMOR-TILE TACTILE SYSTEM
B. PRODUCT: CAST IN PLACE AD DETECTABLE WARNING TILE
C. COLOR: FEDERAL COLOR No.: 33538 (YELLOW)

2. COMPLY WITH MANUFACTURER INSTALLATION AND HANDLING REQUIREMENTS.

3. FOR ADDITIONAL INFORMATION REFER TO DETAIL:

RECESSED DETECTABLE

WARNING

FLUSH TRANSITION

ALL SIDES
NEW CONC.

EXISTING
AC PAVING.2"1"SLABDEPRESSED1" MORTAR SETTING BED

COMPACTED
SUBGRADE TO 95%

COMPACTION
4" THICK, 3000 PSI CONC.
12 A10.11

DETECTABLE WARNINGS
TRUNCATED DOMES2.4" MAX.

2.3" MIN.2.4 MAX.2.3" MIN..65" MIN..92" MAX.
.90" MIN.
.47" MAX.
.45" MIN. 0.2" DETECTABLE WARNINGS TRUNCATED DOMES NOTES:

1. COLOR SHALL BE YELLOW AND APPROXIMATE TO
FS 33538 OF FEDERAL STANDARD 595A.

PARKING
ONLY

MINIMUM
FINE $250

ACCESSIBLE
VAN
2" WHITE LETTERING
REFLECTIVE SIGN PANEL 18 GA.

MIN. GALV. STEEL WITH PORCELAIN

ENAMEL FINISH

BLUE BACKGROUND SHALL
APPROXIMATE FS15090 IN FEDERAL
STANDARD 595C
NOTES:

1. SIGN TO BE MOUNTED 80" A.F.F. TO

BOTTOM OF SIGN AT POLE MOUNTED
LOCATIONS.

2. SIGN TO BE 70 SQ. IN. MIN.

3. FOR SIGN POST MOUNTING SEE DETAIL

VAN SIGN AT VAN ACCESSIBLE STALL
1' - 0"2' - 0"6"16
A10.11
SIGN
2 1/2" SQ. GALV. STEEL POST

COMPLETE WITH TOP CAP

FINISH GRADE, CONCRETE
OR ASPHALT, TYP.

CONCRETE FOOTING
80" A.F.F. TO BOTTOM OF SIGNMIN.3' - 0"3"1' - 0"
BOLT SIGNS WITH 1/4" DIA.

STAINLESS STEEL MACHINE
BOLTS WITH DOUBLE NUTS, TYP.MIN.1 1/2"MIN.
1 1/2"

GUARDRAIL POST
1 1/2" DIAMETER
40 GALV. STEEL.

PIPE HANDRAIL,

PAINT FINISHED
1/2" DIA. SOLID STEEL ROD

WELDED TO HANDRAIL

AND EVERY VERTICAL

GUARDRAIL POST
TYP.

TYP.

CBC EXCERPT: SECTION 11B-703.7.2.1 INTERNATIONAL SYMBOL OF ACCESSIBILITY. THE SYMBOL SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND. THE BLUE SHALL BE COLOR NO. 15090 IN FEDERAL STANDARD 595C.

EXCEPTION: THE APPROPRIATE ENFORCEMENT AGENCY MAY APPROVE OTHER COLORS TO COMPLEMENT DECOR OR UNIQUE DESIGN. THE SYMBOL CONTRAST SHALL BE LIGHT ON DARK OR DARK ON LIGHT.

PROPORTIONAL GRID

ACCESSIBLE
ROUTE
1" WHITE LETTERING
REFLECTIVE SIGN PANEL 18 GA.

MIN. GALV. STEEL WITH PORCELAIN

ENAMEL FINISH

BLUE BACKGROUND SHALL
APPROXIMATE FS15090 IN
FEDERAL STANDARD 595C
1' - 0"1' - 6"NOTES:

1. SIGN TO BE MOUNTED 80" A.F.F. TO BOTTOM OF SIGN AT POLE MOUNTED LOCATIONS.

2. SIGN TO BE 70 SQ. IN. MIN.

3. VERIFY ARROW DIRECTION WITH ARCHITECT PRIOR TO FABRICATION AND INSTALLATION OF POSTS.

SIGN POST, SEE DETAIL
16 A10.11

ISOLATION JOINT AND SEALANT
(E) EXTERIOR WALL FINISH
(E) WALL FOOTING

AGGREGATE BASE, SEE CIVIL

REINFORCED CONCRETE

PAVING, SEE CIVIL

HANDRAIL POST, SEE DETAIL
4 A10.11

COMPACTED FILL
CONC. RETAINING WALL

CHAMFER JOINT
NOTE:

1. SEE RAMP ELEVATIONS AND PLAN FOR LOCATIONS 1/2"1/2"EXISTING WOOD FRAMING EXISTING CONC. FOOTING/SILL
NEW CONC. CURB FOOTING PER DETAIL A & B BELOW
NEW 2X4 PT SILL, BOLT TO CURB WITH (2) 1/2" DIA. 3.5L HILTI KWIK BOLT TZ2 NEW 2X4 DF FRAMING/BLOCKING - ATTACH W/ 16D NAILS TYP.

CHIP BACK EXISTING STUCOO TO ALLOW FOR A NEW SEAMLESS STUCCO INFILL PROVIDE NEW 1/2 OSB TO MATH (E) WHERE OCCURS. PROVIDE NEW STUCCO,

METAL LATH, BUILDING PAPER TO EXISTING OPENING
INFILL EXISTING OPENING WITH 2X FRAMING, OSB, STUCCO, LATH, PAPER TO

BLEND SEAMLESS WITH EXISTING STUCCO

NEW DOOR PER DOOR SCHEDULE
NEW FRAMED OPENING WITH 4X6 DF HEADER, 2X4 DF TRIMMER AND KING

STUD RESTING ON EXISTING SILL PLATE
E1
E2
E3
01 02
03 04
05 06
07 08
EXISTING STUCCO FINISHE1

WEST ELEVATION VIEW NORTH ELEVATION VIEW
E2 04 05
03 02
01A
DEMO

EXISTING

DOOR AND

FRAME AND
INFILL

OPENING
E1

FACE OF

BUILDING

FACE OF

BUILDING
06 07
08 08
1' - 0"6"1' - 0"FOOTING SECTION VIEW "A"FOOTING SECTION VIEW "B" B PROVIDE (2) 12" LONG

DOWEL BARS INTO NEW AND

EXISTING FOOTING ON BOTH
ENDS TYP.
02 02
FINISH
GRADE
NOTES:

NEW DOOR LOCATION
SAWCUT AND REMOVE EXISTING CONC. CURB AND SILL PLATE AND PREP FOR NEW THRESHOLD AND DOOR.
09 09

ALIGN TO
EXISTING TYP.
04 REPAINT ENTIRE EXISTING

WEST AND NORTH

ELEVATION OF THIS LITTLE
SHED
E1 EXISTING EXTERIOR WALL OF BUILDING
E2 EXISTING GRATE OPENING, DO NOT BLOCK
01 NEW 3,500 PSI CONCRETE STEM WALLS TYP.
02 NEW L3x3x1/4", SPAN THE OPENING
PLUS. ATTACH W/ (2) 3/8" DIA. x 3"L.

INTO EXISTING STUDS
SECTION "A" - NTS - NORTH TO SOUTH
SECTION "B" - NTS - EAST AND WEST
SECTION "C" - NTS
STEM WALL PLAN -NTS:

B
A
C 02
E1
E2
E1
02 E2
STAINLESS STEEL GRATE "G6" BY

CONSTRUCTION SPECIALITES AS SOLD
BY WWW.C-SGROUP.COM OR EQUAL

STEM WALLS SHALL SLOPE TO MATCH THE SLOPE OF THE RAMPS
TYPICAL. VERIFY ALL SLOPES WITH THE CIVIL DRAWINGS. WHAT IS SHOWN IS THE MIN. STEM WALLS. CONTRACTOR CAN ADD

ADDITIONAL STEM WALLS AS THEY SEE FIT FOR EASE OF
CONSTRUCTION.
03 REBAR AT THIS LANDING SHALL #4
AT 6" ON CENTER EA. WAY.

NOTES:

PROVIDE 4" PVC PIPE CONNECTING TO
EXISTING DOWN SPOUTS. DRAINS

SHALL DAYLIGHT FLUSH WITH FACE OF
RAMP TYP. PROVIDE 1/4" SLOPE TYP.

STEM WALL TYP.

FOOTING BELOW

FACE OF

BUILDING

ISOLATION

MEMBRANE

AND SEALANT
TYP.
01 01
04 FOOTING TYP.
04 04
03 03
06 05
05 NEW L3x3x1/4", SPAN THE OPENING.

WELD TO EACH L-ANGLE.
06 NEW L3x3x1/4", SPAN THE OPENING
PLUS. ATTACH W/ (4) 3/8" DIA. x 3"L.

KWIK BOLT TZ2.

TYP.

BOTH
ENDS
3/16
3/16
3/16
3/16
TYP.

BOTH
ENDS 0505
05 02
05 06
NOTE:GRATE SHALL NOT HAVE
OPENINGS LARGER THAN 1/2"
IN ANY DIRECTION TYP.
07 NEW 3"SDR DRAIN W/ COMPACTED
SLOPING GRAVEL BED. DRAIN SHALL
SLOPE MIN. 1% TOWARD (E) STORM
DRAIN. CENTER DRAIN IN SPACE.
07 07
08 08
08 07
(E) CATCH BASIN. INTERCEPT LINE AND
CONNECT NOTE 7 TO IT.
09 09
09 07
1' - 5"8"#4 x 24" WELDED

EA SIDE OF PIPE
SLEEVE 2'-10" TYP.1' - 5"1/4" TOOL JOINT AT EA. STEP W/

CONTRASTING COLOR SEE ENLARGEMENT
1 1/2" DIA GALV

MTL HANDRAIL
BEND PIPE @

CORNER, TYP
3" DIA x 8" GALV PIPE

SLEEVE W/ BOT, FILL

W/ POR-ROK
#4 x 24"

WELDED EA

SIDE OF PIPE
SLEEVE
1' - 0"
2' - 0"4"2"
1"2'-10" TYP.1/4" TYP.1" TYP.2" TYP.

ENLARGEMENT
NOTE: SKETCH IS A DIAGRAM, PROVIDE

NUMBER OF STEPS AS SHOWN ON PLAN
6"COMPACTED FILL
6"SECTION VIEW
#4 REBAR AT 18" OC, #4 BARS AT 6" OC.PROJECT NUMBER:DATE:REVISION: DESCRIPTION:PROJECT STATUS:PROJECT ISSUED:© 2022 SGH ARCHITECTS INC. ALL RIGHTS RESERVEDSEALS:CONSULTANT:1/25/2024 8:41:09 AM21-60100-00SITE DETAILSA10.11RAMP REPLACEMENT FOR THE CITY HALLRENOVATION550 E. 6TH STREET, BEAUMONT, CA 92223THE BEAUMONT CITY HALLCITY OF BEAUMONTCONSTRUCTIONDOCUMENTS01/15/2024CONSTRUCTION DOCUMENTS SCALE:1/8" = 1'-0"A10.11
5 RAMP SECTION 1
SCALE:1/8" = 1'-0"A10.11
10 RAMP SECTION 2
SCALE:3/4" = 1'-0"A10.11
3 TYPICAL RAMP HANDRAIL
SCALE:3" = 1'-0"A10.11
4 HANDRAIL POST AT BUILDING
SCALE:3" = 1'-0"A10.11
7 CONCRETE PAVING CONTROL JOINT
SCALE:1" = 1'-0"A10.11
1 CONCRETE RAMP AND RETAINING WALL SECTION
SCALE:3/4" = 1'-0"A10.11
8 TYPICAL GUARDRAIL ELEVATION
SCALE:1/8" = 1'-0"A10.11
15 RAMP SECTION 3
SCALE:1/8" = 1'-0"A10.11
20 RAMP SECTION 4
SCALE:1" = 1'-0"A10.11
13 RETAINING WALL GUARDRAIL
SCALE:3" = 1'-0"A10.11
9 HANDRAIL POST AT RETAINING WALL
SCALE:3" = 1'-0"A10.11
11 TACTILE WARNING SURFACE
SCALE:6" = 1'-0"A10.11
12 DETECTABLE WARNING - TRUNCATED DOMES
SCALE:1 1/2" = 1'-0"A10.11
17 ACCESSIBLE PARKING SIGN
SCALE:1/2" = 1'-0"A10.11
16 TYP. SIGN POST
SCALE:6" = 1'-0"A10.11
14 HANDRAIL CONNCTION DETAIL
SCALE:1" = 1'-0"A10.11
6 INTERNATIONAL SYMBOL OF ACCESSIBILITY
SCALE:1 1/2" = 1'-0"A10.11
18 ACCESSIBLE PATH SIGN
1 1/2" DIAMETER 40 GALV. STEEL

PIPE HANDRAIL, WHERE OCCURS
SCALE:1" = 1'-0"A10.11
21 ISOLATION JOINT AT BLDG.

SCALE:3" = 1'-0"A10.11
19 CONCRETE RETAINING WALL CHAMFER JOINT
SCALE:1/4" = 1'-0"A10.11
2 NEW DOOR FOR STORAGE RM.

SCALE:1/4" = 1'-0"A10.11
22 RAMP DETAILS
SCALE:3/4" = 1'-0"A10.11
23 STAIR SECTION
25 BLDC2024-0007 550 E 6th St
sscissons 01/30/2024

Page 1096 of 2805 ends

IIIEXISTINGBUILDINGORANGE AVE
PROJECT NUMBER:

DATE:REVISION:DESCRIPTION:

PROJECT STATUS:

CONSULTANT:21-60100-00

CITY HALL RENOVATION
550 E. 6TH STREET, BEAUMONT, CA 92223

THE BEAUMONT CITY HALL

CITY OF BEAUMONT
07/08/2022
PLOTTED ON: January 9, 2024 AT 2:04 PM BY CHAD BURIANLAST SAVED ON: January 9, 2024 AT 2:00 PM BY CHAD J:\160.24 BEAUMONT CITY HALL\_CIVIL 3D\PLAN - ONSITE\160_24-C-01.DWG 101 E. REDLANDS BLVD., STE. 146
REDLANDS, CA 92373
www.EpicRCE.com909.792.5969REGISTEREDPROFESSIONAL
E
NGI
NEERS
T
A
TE OF C A L I F O R N IANo. C 59118

CI V I LTROYDAVID M
O
L
AUGExp. 6-30-2025 GRADING DEMOLITION NOTESPROTECT IN PLACE SPECIFIED ITEMSAWCUT, REMOVE AND DISPOSE OF EXISTING ASPHALTSAWCUT, REMOVE AND DISPOSE OF EXISTING CONCRETE CURB, GUTTER, AND/OR SIDEWALKADJUST EXISTING ITEM TO PROPOSED FINISHED GRADE PER PRECISE GRADING PLANREMOVE EXISTING SPECIFIED UTILITY LINE12345GRADING CONSTRUCTION NOTESPROTECT IN PLACE EXISTING ITEMADJUST EXISTING ITEM TO PROPOSED FINISHED GRADEJOIN PROPOSED SURFACE TO EXISTING SURFACE PER DETAIL "A" ON SHEET C-5.1 WITH FLUSHTRANSITION, MATCH GRADE. DOWELING FOR PCC ONLYGRIND AND OVERLAY EXISTING ASPHALT SURFACE 0.12' MINIMUM PER DETAIL "A" ON SHEET C-5.1,WITH FLUSH TRANSITION, MATCH GRADECONSTRUCT 0.3' AC OVER 0.5' CRUSHED AGGREGATE BASE COMPACTED TO 95% RELATIVECOMPACTION, AND 12" SUBGRADE COMPACTED TO 90% RELATIVE COMPACTION. STRUCTURALSECTION IS TENTATIVE. SOIL TESTING SHALL BE PERFORMED PRIOR TO GRADING TO DETERMINESTRUCTURAL SECTION REQUIREMENTS.CONSTRUCT 4" PCC (520-C-2500) OVER 6" CRUSHED AGGREGATE BASE COMPACTED TO 95%RELATIVE COMPACTION, WITH #4 BARS 18" O.C. BOTH WAYS, OVER 18" SUBGRADE COMPACTEDTO 90% RELATIVE COMPACTION; WITH THICKENED EDGE PER DETAIL "B" ON SHEET C-5.1.SCORING PATTERNS, COLOR AND FINISH PER ARCHITECT'S PLANS AND SPECIFICATIONS.STRUCTURAL SECTION IS TENTATIVE. SOIL TESTING SHALL BE PERFORMED PRIOR TO GRADINGTO DETERMINE STRUCTURAL SECTION REQUIREMENTS.CONSTRUCT CAST IN PLACE RETAINING WALL PER ARCHITECT'S DETAILS AND SPECIFICATIONSFURNISH AND INSTALL TRUNCATED DOMES PER ARCHITECT'S DETAIL AND SPECIFICATIONS1011121314151617C-1.1TITLE SHEET GRADING GENERAL NOTES 1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST ADOPTED EDITION OF THE CALIFORNIA BUILDING CODE. ALLCONSTRUCTION MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKSCONSTRUCTION (APWA GREEN BOOK), LATEST EDITION AND AMENDMENTS. WHENEVER SPECIAL REQUIREMENTS CONFLICTON ANY SUBJECT MATTER, THE ENGINEER OF RECORD AND/OR THEIR REPRESENTATIVE WILL DETERMINE WHICH SPECIALREQUIREMENT AND/OR CODE WILL GOVERN.2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING AND DISPOSAL OF THE PROPOSED WORK AREA.3.DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS IN ACCORDANCE WITH CITY, COUNTY, ANDSTATE ORDINANCES AND STATUTES.4.NO FILL SHALL BE PLACED ON THE EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL,DELETERIOUS MATERIAL AND PREPARED PER THE PROJECT SPECIFICATIONS AND GEOTECHNICAL REPORT.5.CUT AND FILL SLOPES SHALL BE NO STEEPER THAN TWO HORIZONTAL TO ONE VERTICAL. ANY CUT SLOPE THAT IS NOTSTABLE SHALL BE OVEREXECAVATED AND RECOMPACTED AS INDICATED BY PROJECT SPECIFICATIONS AND GEOTECHNICALREPORT.6.FILLS SHALL BE COMPACTED THROUGHOUT TO 90% OF THE MAXIMUM DENSITY AS DETERMINED BY ASTM D1557-12 ANDCERTIFIED BY THE GEOTECHNICAL ENGINEER.7.AREAS TO RECEIVE FILL SHALL BE PROPERLY PREPARED AND APPROVED BY THE GEOTECHNICAL ENGINEER OR THEIRREPRESENTATIVE PRIOR TO PLACING OF FILL.8.ALL EXISTING FILLS SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER AND STATE INSPECTOR OR THEIRREPRESENTATIVE BEFORE ANY ADDITIONAL FILLS ARE ADDED.9.SLOPES EXCEEDING FIVE FEET IN HEIGHT MUST BE PLANTED WITH AN APPROVED IRRIGATION SYSTEM UNLESS OTHERWISENOTED ON LANDSCAPE ARCHITECTS PLANS.10.THE STOCKPILING OF EXCESS MATERIAL SHALL BE APPROVED BY THE OWNER IF IT IS TO BE ONSITE AND THE AGENCY WITHJURISDICTION IF IT IS TO BE OFFSITE.11.ALL TRENCH BACKFILLS SHALL BE TESTED AND APPROVED BY THE SITE GEOTECHNICAL ENGINEER AND PER THE APWA.12.SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS OR POTENTIAL GEOLOGICAL HAZARDS, THE ENGINEERINGGEOLOGIST SHALL RECOMMEND NECESSARY TREATMENT TO THE PROJECT ARCHITECT FOR APPROVAL.13.THE FINAL COMPACTION REPORT AND APPROVAL FROM THE GEOTECHNICAL ENGINEER SHALL CONTAIN THE TYPE OF FIELDTESTING PERFORMED. THE METHOD OF OBTAINING THE IN-PLACE DENSITY, WHETHER SAND CONE, NUCLEAR GAGE, ORDRIVE RING SHALL BE SO NOTED FOR EACH TEST. SUFFICIENT MAXIMUM DENSITY DETERMINATIONS SHALL BE PERFORMEDTO VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES USED BY THE FIELD TECHNICIAN.14.SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE.15.THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR.16.ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY DURING STORMCONDITIONS AND APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECTADJOINING PROPERTIES DURING THE GRADING PROJECT. IN ALL CASES, THE CONTRACTOR AND/OR DEVELOPER SHALL BEHELD LIABLE FOR ANY DAMAGE DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS.17.EXPORT SOILS MUST GO TO A LEGAL DUMP SITE OR TO A PERMITTED SITE APPROVED BY THE LOCAL AGENCY HAVINGJURISDICTION.18.PERMISSION IS REQUIRED FROM THE ADJACENT PROPERTY OWNER WHENEVER WORK IS PROPOSED ACROSS THEPROPERTY LINE.19.ANY DIRT, ROCK OR CONSTRUCTION MATERIAL THAT MAY BE TRACKED OR DROPPED WITHIN THE PUBLIC RIGHT-OF-WAYDURING THE TRANSPORTATION OF SAID MATERIAL OR EQUIPMENT ASSOCIATED WITH THE PROJECT SHALL BE CLEANED ORREMOVED DAILY.20.DIRT ACCESS RAMPS OVER CURB AND GUTTER TO CONSTRUCTION SITE ARE NOT ALLOWED. WHEN NECESSARY FORENTRANCE TO SUCH CONSTRUCTION SITES, ASPHALT RAMPS WITH A MINIMUM 3" DIAMETER PIPE WILL BE CONSTRUCTED TOCONVEY GUTTER DRAINAGE. ALL BASE, GRAVEL, SOIL OR OTHER MATERIAL CARRIED INTO THE ROADWAY BY CONTRACTORSPERSONNEL OR EQUIPMENT WILL BE CLEANED AS NECESSARY AND NO LESS THAN ONCE A DAY. TRUCKS HAULING BASE,GRAVEL, FILL OR EXPORT MATERIALS WITHIN CITY LIMITS WILL BE TARPED AS NECESSARY TO PREVENT MATERIAL FROMSPILLING INTO THE ROADWAY.21.PRIOR TO ANY CONSTRUCTION WHICH INVOLVES HAZARDOUS CONDITIONS, THE CONTRACTOR SHALL FIRST OBTAIN APERMIT FROM THE DIVISION OF OCCUPATIONAL SAFETY AND HEALTH (DOSH).22.PROPOSED REVISIONS TO THE GRADING PLAN SHALL BE DRAWN IN RED PENCIL ON BLUELINES OF THE APPROVED PLAN.THESE BLUELINES ARE THEN TO BE SUBMITTED TO THE OWNERS REPRESENTATIVES FOR REVIEW AND APPROVAL. ONLYAFTER THE BLUELINE APPROVAL IS GIVEN SHOULD THE ORIGINALS BE AS-BUILT BY THE CONTRACTOR/CM.23.RULE 403, AIR QUALITY CONTROL MANAGEMENT DISTRICT, MUST BE IMPLEMENTED BY CONTRACTORS DURINGCONSTRUCTION.24.CONSTRUCTION ACTIVITIES SHALL OCCUR ONLY BETWEEN THE HOURS OF 7:00 A.M. AND 7:00 P.M. MONDAY THROUGH FRIDAY,AND BETWEEN THE HOURS OF 9:00 A.M. AND 6:00 P.M. ON SATURDAYS. NO CONSTRUCTION ACTIVITIES SHALL BE PERMITTEDOUTSIDE OF THESE PERMITTED HOURS OR ON SUNDAY AND FEDERAL HOLIDAYS.25.CONSTRUCTION PARKING SHALL BE ONSITE. TRAFFIC CONTROL AND ACCESS SHALL BE IN ACCORDANCE WITH THE GENERALCONDITION REQUIREMENTS.26.TRUCKS AND LARGE CONSTRUCTION VEHICLES WILL OBTAIN APPROVED TRUCK ROUTES FROM THE CITY AND/OR THECOUNTY.27.THE CONTRACTOR SHALL CONTROL DUST IN AREAS USED FOR OFF-ROAD PARKING, MATERIALS LAYDOWN OR THOSEAWAITING FUTURE CONSTRUCTION. FREQUENTLY ACCESSED AREAS SHALL BE PAVED AS EARLY AS POSSIBLE TO MINIMIZEDIRT TRACKOUT TO THE PUBLIC RIGHT OF WAY.28.THE CONTRACTOR SHALL UTILIZE MEASURES TO PREVENT DIRT FROM BEING TRACKED, WASHED BLOWN OR OTHERWISECONVEYED ONTO PAVED ROADWAYS, AND WILL WASH OR SWEEP CONSTRUCTION ACCESS POINTS ON A ROUTINE BASIS ASSPECIFIED BY THE COUNTY AT A PREGRADE MEETING AS WELL AS WHENEVER DIRT IS VISIBLE MORE THAN 50 FEET FROMTHE ACCESS POINT INDEPENDENT OF THE ROUTINE CLEAN-UP SCHEDULE.29.TRUCKS USED IN HAULING DIRT TO OR FROM THE SITE ON PUBLIC ROADS WILL BE COVERED OR WILL MAINTAIN A SIX INCHDIFFERENTIAL BETWEEN THE MAXIMUM HEIGHT OF ANY HAULED MATERIAL AND THE TOP OF THE TRAILER. HAUL TRUCKDRIVERS WILL LOAD PRIOR TO LEAVING THE SITE TO PREVENT SOIL LOSS DURING TRANSPORTATION.30.POST CONSTRUCTION LID PRINCIPLES, TREATMENT CONTROL AND/OR LID BMPS, ONCE PLACED INTO OPERATION FORPOST-CONSTRUCTION WATER QUALITY CONTROL, SHALL NOT BE USED TO TREAT RUNOFF FROM CONSTRUCTION SITES ORUN-STABILIZED AREAS OF THE SITE.DEMOLITION GENERAL NOTES 1.THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION OF THE SITE AND SHALL REMOVE AND DISPOSE OF ALLSTRUCTURES ABOVE AND OR BELOW GROUND. ANY HAZARDOUS MATERIALS ENCOUNTERED SHALL BE HANDLED ANDREMOVED AS REQUIRED BY LOCAL AND OR STATE LAWS.2.THE CONTRACTOR SHALL EXERCISE DUE CARE TO AVOID DAMAGE TO EXISTING HARDSCAPE IMPROVEMENTS, UTILITYFACILITIES, AND LANDSCAPING FEATURES THAT ARE NOT TO BE REMOVED.3.ALL JOIN LINES SHALL BE SAW CUT ON A NEAT, STRAIGHT LINE PARALLEL WITH THE JOIN. THE CUT EDGE SHALL BEPROTECTED FROM CRUSHING, AND ALL BROKEN EDGES SHALL BE RE CUT PRIOR TO JOINING.4.ALL EXISTING OBJECTIONABLE MATERIALS THAT CONFLICT WITH PROPOSED IMPROVEMENTS INCLUDING, BUT NOT LIMITEDTO, BUILDING FOUNDATIONS, UTILITIES AND APPURTENANCES, TREES, SIGNS, AND STRUCTURES, ETC. SHALL BE REMOVEDAND DISPOSED BY THE CONTRACTOR, UNLESS OTHERWISE INDICATED HEREIN, OR AS DIRECTED BY THE ARCHITECT ORENGINEER.5.THE CONTRACTOR SHALL PROTECT ALL EXISTING CONCRETE FROM DAMAGE CAUSED BY THEIR OPERATIONS. ANYCONCRETE DAMAGED DURING THEIR OPERATIONS SHALL BE SAWCUT AND REPLACED AT NO COST TO THE OWNER. ANYEXISTING CONCRETE IDENTIFIED AS POTENTIALLY NEEDING TO BE REPLACED SHALL BE BROUGHT TO THE ATTENTION OFTHE ENGINEER OR THE OWNERS REPRESENTATIVE PRIOR TO THE COMMENCEMENT OF WORK.6.THE CONTRACTOR SHALL PERFORM AND BE RESPONSIBLE FOR ALL CLEARING AND GRUBBING OPERATIONS AS NECESSARYTO COMPLETE THE WORK, INCLUDING TRANSPORTATION AND DISPOSAL OF ALL REMOVED MATERIALS, AND ALL ASSOCIATEDCOSTS.7.REMOVE OR RELOCATE ALL EXISTING ITEMS WITHIN LIMITS OF REMOVAL THAT ARE NOT WITHIN CIVIL SCOPE PERAPPROPRIATE CONSULTANTS PLANS AND SPECIFICATIONS.8.IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO VISIT THE SITE AND DETERMINE THE EXTENT OF DEMOLITIONBASED ON THE PROPOSED IMPROVEMENTS SHOWN IN THIS SET OF PLANS.ASPHALT PAVING GENERAL NOTES 1.A PRE-PAVING MEETING IS REQUIRED 48 HOURS PRIOR TO PAVING. THE PROJECT INSPECTOR SHALL BE IN ATTENDANCE.2.THE AGGREGATE BASE SECTION SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DENSITY. MAXIMUM AND FIELDDENSITY TO BE DETERMINED IN ACCORDANCE WITH ASTM D1557-12 MODIFIED.3.A "TACK COAT" (PAINT BINDER) SHALL BE APPLIED BETWEEN PAVEMENT LAYERS, AND ON EXISTING PAVEMENT TO BERESURFACED AT A RATE OF 0.10 GAL./SQ.YD. THE TACK COAT SHALL BE A TYPE SSI ASPHALT EMULSION.4.THE ASPHALT CONCRETE FOR PARKING LOTS SHALL BE CLASS C2 AS SPECIFIED IN SECTION 203-6, STANDARDSPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST APPROVED EDITION. THE PAVING ASPHALT TO BE MIXED WITHAGGREGATE SHALL CONFORM TO THE PROVISIONS OF SECTION 203-1 AND SHALL BE STEAMED REFINED ASPHALT WITH APERFORMANCE GRADE OF PG-64-10 TO THE SATISFACTION OF THE ENGINEER.5.ASPHALT CONCRETE PAVEMENT SHALL BE DISTRIBUTED AND SPREAD IN ACCORDANCE WITH SECTION 302-5.5 OF THESTANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. THE MAXIMUM LIFT DURING SPREADING SHALL BE 3"COMPACTED THICKNESS.6.A QUALIFIED PAVING INSPECTOR IS REQUIRED DURING PAVING OPERATIONS AT THE JOB SITE AND AT THE ASPHALT PLANT.ASPHALT TICKETS SHALL BE PROVIDED TO THE INSPECTOR FOR ALL LOADS.7.ALL ASPHALT AREAS SHALL BE PAVED AT A MINIMUM GRADIENT OF 1.25%.ACCESSIBILITY NOTES 1.ALL SLOPES IN THE DIRECTION OF TRAVEL SHOWN ON THIS PLAN WERE DESIGNED BELOW THE MAXIMUM ALLOWED GRADESBY THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN (2010 ADAS OR CBC) IN ORDER TO ALLOW FOR CONSTRUCTIONTOLERANCES. IT IS THE RESPONSIBILITY OF THE CONTRACTORS TO FAMILIARIZE THEMSELVES WITH THE ADAS AND CBC ANDIN THE EVENT THAT A DESIGN QUESTION SHOULD ARISE, OR A FIELD CONDITION PRESENT ITSELF THAT IS DIFFERENT THANSHOWN ON THESE PLANS, WORK SHOULD CEASE AND THE DESIGN ENGINEER SHALL BE NOTIFIED SO THAT AN ACCEPTABLESOLUTION CAN BE DETERMINED.2.THE CONTRACTOR IS ADVISED TO CAREFULLY CHECK ALL PHASES OF WORK RELATING TO ACCESSIBILITY FOR THISPROJECT. SINCE THE CODE DOES NOT ALLOW FOR A CONSTRUCTION TOLERANCE, ANY CONSTRUCTION THAT EXCEEDSMAXIMUM OR MINIMUM DIMENSIONS AND SLOPES AS CALLED OUT BY CBC OR ADAS ARE SUBJECT TO REJECTION BY THEINSPECTOR AND SHALL BE REMOVED AND REPLACED.3.SINCE THE CIVIL ENGINEER OR SURVEYOR CANNOT CONTROL THE EXACT METHODS OR MEANS USED BY THE GENERALCONTRACTOR OR THEIR SUB-CONTRACTORS DURING THE GRADING AND CONSTRUCTION OF THE PROJECT, THE CIVILENGINEER OR SURVEYOR ASSUMES NO RESPONSIBILITY FOR THE FINAL ACCEPTANCE OF ADAS RELATED ITEMS OF THISPROJECT BY THE INSPECTING AUTHORITY OR OTHER AFFECTED PARTIES.4.COMPLIANCE WITH THE CONSTRUCTION REQUIREMENTS FOR ACCESSIBILITY WILL BE THE SOLE RESPONSIBILITY OF THECONTRACTOR AND THEIR SUB-CONTRACTORS.UTILITY GENERAL NOTES 1.ALL WATER LINES 3" AND SMALLER SHALL BE SCHEDULE 80 PVC, PER ASTM D-1784 WITH SOLVENT WELD FITTINGS. ALLWATER LINES 4" AND GREATER SHALL BE CLASS 235 C900 PVC.2.THE UTILITY CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING COMPACTION TESTS OF ALL TRENCH BACKFILL ANDSUBMIT THEM TO THE CONSTRUCTION MANAGER FOR APPROVAL. ALL BEDDING SHALL HAVE A SAND EQUIVALENT OF 30 ORBETTER.3.A PIPE "DEFLECTOR' OR "REROUNDER" SHALL NOT BE USED TO REROUND OVERDEFLECTED PIPES.4.ALL UNDERGROUND FERROUS METALS ARE TO BE PROTECTED FROM CORROSION WITH 40 MIL EXTRUDED POLYETHYLENE,20 MIL PLASTIC TAPE OVER PRIMER PER AWWA STANDARD C209, OR HOT APPLIED COAL TAR ENAMEL OR TAPE PER AWWASTANDARD C203.5.BARE STEEL APPURTENANCES SUCH AS BOLTS, JOINT HARNESSES OR FLEXIBLE COUPLINGS SHOULD BE COATED WITH ACOAL TAR OR RUBBER-BASED MASTIC AFTER ASSEMBLY.6.CONTRACTOR SHALL EXPOSE ALL EXISTING WATER & SEWER PIPELINES AT PROPOSED CONNECTION POINTS TO CONFIRMMATERIAL TYPES LOCATION, AND ELEVATION PRIOR TO BEGINNING CONSTRUCTION.7.ALL UNDERGROUND PIPELINES SHALL HAVE UNDERGROUND WARNING TAPE PLACED 12" ABOVE THE LINES IN THE TRENCH.NON-METALLIC LINES SHALL HAVE METALLIC LINED TAPE.8.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ARRANGE FOR AND COORDINATE THE RELOCATION OF ANY EXISTINGUTILITIES DEEMED NECESSARY BY THE PROPOSED IMPROVEMENT.9.WHENEVER IT BECOMES NECESSARY TO TUNNEL UNDER EXISTING IMPROVEMENTS, THE CONTRACTOR SHALL SUPPORTTHOSE IMPROVEMENTS IN A MANNER APPROVED BY THE PROJECT ENGINEER OR THE CONTRACTOR SHALL SAWCUT,REMOVE AND REPLACE THOSE IMPROVEMENTS IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.10.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES (BYPOTHOLING OR OTHER MEANS), CONTRACTORS SHALL NOTIFY UNDERGROUND SERVICE ALERT (U.S.A.) 800/227-2600 ATLEAST 72 HOURS PRIOR TO ANY EXCAVATION TO LOCATE EXISTING UTILITIES.11.CONTRACTOR SHALL OBTAIN ANY REQUIRED O.S.H.A. PERMITS PRIOR TO ANY EXCAVATIONS.12.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE STARTING WORK. SHOULD CONDITIONSEXIST WHICH ARE CONTRARY TO THOSE SHOWN ON PLANS, THE ENGINEER SHALL BE NOTIFIED BEFORE PROCEEDING WITHWORK.13.PURSUANT TO SECTION 8771 OF THE BUSINESS AND PROFESSIONS CODE, EXISTING SURVEY MONUMENTS SHALL BE NOTEDAND DOCUMENTED BEFORE CONSTRUCTION. IF MONUMENTS ARE DISTURBED DURING CONSTRUCTION, THE CONTRACTORSHALL PAY A REGISTERED LICENSED LAND SURVEYOR OR ENGINEER TO RESET SUCH MONUMENTS, UNLESS OTHERWISESPECIFIED OR DESIGNATED.14.ALL STORM DRAIN PIPES SHALL BE INSTALLED AT STRAIGHT GRADES BETWEEN INVERT ELEVATIONS INDICATED. ALL STORMDRAIN CONNECTIONS SHALL BE MADE WITH WYE'S, TEES SHALL NOT BE USED. ALL PIPES SHALL BE LAID WITH BELL END OFPIPE FACING UPSTREAM.15.ALL CHANGES IN HORIZONTAL ALIGNMENT OF STORM DRAIN PIPE SHALL BE ACCOMPLISHED BY USE OF MANUFACTUREDFITTINGS AND ELBOWS, AND WHERE ADDITIONALLY NECESSARY, PIPE JOINT DEFLECTIONS WITHIN ALLOWABLE LIMITS PERTHE PRODUCT SPECIFICATIONS.16.ALL WET UTILITY TRENCHES, BEDDING AND BACKFILL SHALL CONFORM TO SECTION 306-1.2.1 OF THE STANDARDSPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. SUBSTITUTION OF BEDDING MATERIAL SHALL BE APPROVED BY THEPROJECT CIVIL ENGINEER.17.THE CONTRACTOR SHALL PERFORM TESTING, FLUSHING AND DISINFECTING OF SYSTEMS IN ACCORDANCE WITH THEPROJECT SPECIFICATIONS.18.THE CONTRACTOR SHALL PREPARE A COMPLETE SET OF "AS-BUILT" DRAWINGS IN ACCORDANCE WITH THE PROJECTSPECIFICATIONS.19.ALL PIPE SIZE REFERENCES ARE MINIMUM INSIDE DIAMETER SIZE. HORIZONTAL DIMENSIONS SHOWN ON THESE PLANS ARETO CENTERLINE OF PIPES.20.NATURAL GAS SERVICE LINES MAY BE INSTALLED IN A COMMON TRENCH WITH WATERLINES IN ACCORDANCE WITH THEPROJECT SPECIFICATIONS.21.DRINKING FOUNTAIN AND IRRIGATION APPURTENANCES SHOWN HEREON ARE APPROXIMATE AND THE CONTRACTOR SHALLREFER TO THE ARCHITECTS PLANS FOR THE EXACT LOCATION.INDEX MAPSCALE: 1" = 20'PRIVATE ENGINEER'S NOTICE TO CONTRACTOR ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCTTHEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALLCONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THEU.S. DEPARTMENT OF LABOR AND THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETYORDERS." THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORSCOMPLIANCE WITH SAID REGULATIONS AND ORDERS.CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONSDURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THISREQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTORSHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE CIVIL ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL ORALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THESOLE NEGLIGENCE OF THE OWNER OR ENGINEER.THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANSARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER ASSUMES NO LIABILITY AS TO THE EXACTLOCATION OF SAID LINES NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTORSHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR EXCAVATION TODETERMINE THE EXACT LOCATIONS OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HEREON, AND FOR ANYDAMAGE OR PROTECTION TO THESE LINES.LEGENDACASPHALT CONCRETEADAAMERICAN DISABILITIES ACTBFDBACKFLOW DEVICECFCURB FACECLFCHAINLINK FENCECOCLEANOUTCONCCONCRETEDCDADOUBLE CHECK DETECTOR ASSEMBLYELECELECTRICEOCEDGE OF CONCRETEEPEDGE OF PAVEMENTFDCFIRE DEPARTMENT CONNECTIONFFFINISHED FLOORFGFINISHED GROUNDFHFIRE HYDRANTFLFLOWLINEFSFINISHED SURFACEHPHIGH POINTIEINVERT (SD)INVINVERT (SEWER)L/ALANDSCAPE AREAP/APLANTER AREAPIVPOST INDICATOR VALVEPOCPOINT OF CONNECTIONPPPOWER POLESWSIDEWALKTBTOP OF BERMTCTOP OF CURBTFTOP OF FOOTINGTGTOP OF GRATETOEBOTTOM OF SLOPETOPTOP OF SLOPETPTOP OF PAVEMENTTWTOP OF WALLUTILUTILITYWMWATER METERWVWATER VALVEDSWFDSFWEGDPROPOSED SLURRY/CRACK REPAIRPARKING AC PAVINGDRIVE AISLE AC PAVINGFIRE LANE AC PAVINGPEDESTRIAN PCC SURFACEFIRE LANE PCC SURFACEGOPHER SLABGRIND AND OVERLAYLIMITS OF REMOVALCLEANOUTCONTROL POINTDOUBLE DETECTOR CHECKDRAIN BOXFIRE DEPARTMENT CONNECTIONFIRE HYDRANTMANHOLEPOST INDICATOR VALVEPOWER POLESIGNTREECHANGE IN AC/PCC THICKNESSDIRECTION OF SLOPEEDGE OF PAVEMENTEXISTING ELECTRIC LINEEXISTING FIRE LINEEXISTING GAS LINEEXISTING SEWER LINEEXISTING STORM DRAINEXISTING STORM DRAINEXISTING WATER LINEFLOWLINEGRADEBREAK/RIDGELINEPROPOSED FIRE LINEPROPOSED RETAINING WALLPROPOSED SEWER LINEPROPOSED STORM DRAINPROPOSED WATER LINEVICINITY MAPNOT TO SCALECall 2 Working Days811Before You Dig!SHEET INDEXSHEET NUMBERSHEET TITLEC-1.1TITLE SHEETC-2.1TOPOGRAPHIC MAPC-3.1PRECISE GRADING PLANC-4.1HORIZONTAL CONTROLC-5.1DETAIL SHEETINTERSTATE10798TH STREET9TH STREETORANGE AVENUE

MAGNOLIA AVENUE
7TH STREETMAPLE AVENUE

BEAUMONT AVENUE

CALIFORNIA AVENUE

ELM AVENUE
7TH STREETSITE4TH STREETLUIS ESTRADAROADW
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PALM AVENUE
10TH STREET6TH STREET5TH STREETMICHIGAN AVENUEBEAUMONTCITY HALL BLDC2023-0091 550 E 6th Stsscissons01/10/2024Page 1097 of 2805

IIIN88°10'32"E104215.79'S69°28'36"E195947.79'N47°46'26"W107155.02'GRADING DEMOLITION NOTESPROTECT IN PLACE SPECIFIED ITEMSAWCUT, REMOVE AND DISPOSE OF EXISTING ASPHALTSAWCUT, REMOVE AND DISPOSE OF EXISTING CONCRETE CURB, GUTTER, AND/OR SIDEWALKADJUST EXISTING ITEM TO PROPOSED FINISHED GRADE PER PRECISE GRADING PLANREMOVE EXISTING SPECIFIED UTILITY LINE12345 CONTROL TABLEPOINT #123456NORTHING2282785.94202282839.39202282793.56102282787.39242282714.51922282829.0099EASTING6341830.99906341886.82506341774.30906341855.13386341858.22116341854.9920ELEVATION2618.352617.132618.632618.002618.232617.10DESCRIPTIONMNSCORED XMNMNSCORED XMNIII123456(2618) (26
1 6
)
(2616)(2617)(2618)(2618)
(2
6 1
8 )
(2620)
(2620)EXISTING BUILDING(FF=22.06±)ORANGE AVE3 2222LIMITS OF REMOVAL114555LIMITS OF REMOVALLIMITS OF REMOVALLIMITS OF REMOVAL(17.98)TP(17.79)TP(17.52)TP(17.16)TP(16.89)TP(17.54)TP(18.17)TP(18.31)TP(18.30)TP(18.53)TP(18.34)TP(17.95)TP(17.29)TP(16.74)GAS UTIL(16.73EOC)(16.73EP)(16.83EOC)(16.82EP)(16.86EOC)(16.84NG)(17.16EOC)(17.12EP)(17.64EOC)(17.63EP)(17.71)EOC(17.28)ELEC UB(15.65TC X)(15.64EP)(17.11)TC(15.41TC X)(15.40EP)(16.62TC)(15.29EP)(16.61)TC(15.66)TP(15.76)TP(15.94)TP(16.20)TP(16.25)TP(16.41)SMH(16.45)TP(16.64)TP(16.69)TP(16.72)TP(17.45TC)(16.48EP)(17.49TC)(16.39EP)(17.38TC)(16.03CFL)(17.30)NG(17.40TC)(16.07EP)(17.10)NG(17.15TC)(16.01EP)(17.07TC)(15.79EP)(17.08TC)(15.65EP)(16.46)FSC(16.63EOC)(16.64EP)(16.77)FH(17.12)EOC(17.09)EOC(16.95)EOC(17.08)EOC(17.06)EOC(17.00)EOC(16.79EOC)(16.76EP)(17.09)EP(18.69)EP(18.71EOC)(18.74EP)(18.63)NG(18.45EOC)(18.45EP)(18.79)BSG(18.85)TC X(18.83TC X)(18.81CFL)(19.27)TC(19.27)TC(20.02TC)(19.75CFL)(20.12TC)(19.87CFL)(18.91)EOC(19.83EOC)(18.85EOC)(19.89EOC)(18.79EOC)(18.85)EOC(18.85)EOC(18.70)EOC(18.84)EOC(19.06)HB(22.05EOC)(19.38EOC)(19.34)EOC(19.18)CO(19.14)CO(21.41EOC)(18.98EOC)(18.92)EOC(18.95EP)(18.89EOC)(18.82)ADA PS(18.76)ADA PS(18.53)ADA PS(18.50)ADA PS(18.59EOC)(18.53EP)(18.62EOC)(18.60EP)(19.38)INV WALL DRAIN(21.19EOC)(18.65EP)(18.93)INV WALL DRAIN(20.63)EOC(20.09EOC)(18.23EP)(22.06FF)(22.10TH)(22.03DH)(20.48EOC)(20.15)EOC(19.77EOC)(18.48NG)(18.44)AC UNIT(18.24) ELEC UTIL(18.22)ELEC UTIL(17.37)NG(17.66)EOC(17.78)EOC(17.83)NG(17.77)EOC(17.90)EOC(17.98)EOC(17.89)NG(18.03)EOC(17.86)EOC(17.90)EOC(18.00)EOC(18.06)EOC(18.06)EOC(18.09)EOC(18.38)NG(18.00TC)(17.46CFL)(17.98TC)(17.96CFL)(18.01TC)(17.84CFL)(17.95)EOC(18.01)EOC(17.83)NG(18.14EOC)(18.05NG)(19.96TW)(18.14NG)(22.34TW)(18.21NG)(19.93TW)(18.60EOC)(22.38TW)(21.62EOC)(22.37TW)(21.58EOC)(22.13)EOC(22.10)EOC(22.07)EOC(22.12)EOC(22.08)EOC(22.05)EOC(22.06)DH(22.08FF)(22.12TH)(22.12)EOC(22.12)EOC(22.40)TW(19.93TW)(18.37NG)(19.95TW)(18.54EOC)(18.18EOC)(18.08NG)(18.09TC)(18.02CFL)(17.87TC)(17.22CFL)(18.29)NG(18.82EOC)(18.04NG)(18.93)EOC(18.36)HB(17.75)EOC(17.77)EOC(17.84)ELEC UTIL(18.17)ELEC UTIL(17.66)NG(18.32EOC)(18.18NG)(17.87EOC)(17.87EP)(17.28)GA(17.96)EOC(21.28)EOC(21.37)UNK UTIL(22.03)EOC(22.08)DH(22.02FF)(22.05TH)(21.99)DH(17.95)ADA PS(17.99)ADA PS(18.10)ADA PS(18.38)ADA PS(18.25)ADA PS(18.44)ADA PS(18.13)ADA PS(16.90)PP 129341E(17.88)EOC(19.79EOC)(18.09EP)(18.24) ELEC UTIL (19.07)INV WALL DRAINEXISTINGELEC UTILEXISTINGAC UNITEXISTINGUNK UTILEXISTINGWALL DRAINEXISTINGWALL DRAINEXISTINGWALL DRAIN(18.75EP)(18.78EOC)322LIMITS OF REMOVAL311ASPHALT HATCHCONCRETE HATCHTOPOGRAPHIC LEGEND: CURB & GUTTEREDGE OF PAVEMENTCONTROL POINTFLOWLINECONTOUR(100)(99)1EDGE OF CONCRETE / BRICKGRADE BREAKIRRIGATION CONTROL VALVEITREEDRAINACASPHALTIC CONCRETEACBASPHALT CONCRETE BERMADAAMERICAN DISABILITY ACTBSGBACKSIDE GROOVECBCATCH BASINCFLCURB FLOWLINECLFCHAIN LINK FENCECOCLEANOUTCOLCOLUMNCOMMCOMMUNICATIONCONCCONCRETECORCORNERDFDRINKING FOUNTAINDHDOOR HINGEDIDRAIN INLETDIC DRAIN INLET CORNERDRDIRECT REFLECTIONDSDOWNSPOUTELECELECTRICITYEOBEDGE OF BRICKEOCEDGE OF CONCRETEEPEDGE OF PAVEMENTETPEDGE OF TRAVELED PATHFAFIRE ACCESSFDCFIRE DEPARTMENT CONNECTIONFFFINISHED FLOORFHFIRE HYDRANTFLFLOWLINEFPFLAG POLEFSCFINISHED SURFACE CONCRETEGBGRADE BREAKGLGUTTER LIPICVIRRIGATION CONTROL VALVEIEINVERT STORM DRAININVINVERT SEWERLTLIGHTMBMAILBOXMNMAGNAILNGNATURAL GROUNDPIVPOST INDICATOR VALVEPPPOWER POLEPSPAINT STRIPESCOSEWER CLEANOUTSDCOSTORM DRAIN CLEAN OUTSDMHSTORM DRAIN MAN HOLESMHSEWER MANHOLESTFSTEEL TUBE FENCETCTOP OF CURBTDTRUNCATED DOMESTHTHRESHOLDTLTRAFFIC LIGHTTOPTOP OF PIPETPTOP OF PAVEMENTTWTOP OF WALLUBUTILITY BOXUNKUNKOWNUTILUTILITYUVUTILITY VAULTVLTVAULTWCWALL CORNERWIFWROUGHT IRON FENCEWSWHEEL STOPPOST INDICATOR VALVEFIRE DEPARTMENT CONNECTIONSIGNMANHOLELIGHT FIRE HYDRANTDOORPOWER POLEWALLGENERAL NOTES:THE FIELD TOPOGRAPHY SHOWN HERON WAS COMPILED BY FIELD SURVEY PERFORMED ON 08/07/2023 BYEPIC ENGINEERS.IN PREPARING THESE PLANS, EPIC ENGINEERS, INC. DID A THOROUGH SEARCH FOR ALL EXISTING PLANSAND COMPILED A FIELD SURVEY OF ALL ABOVE GROUND APPURTENANCES. EPIC ENGINEERS, INC.PROVIDES NO WARRANTY AND ACCEPTS NO RESPONSIBILITY AS TO THE ACTUAL LOCATION OF ANYUNDERGROUND OR ABOVE GROUND UTILITY EITHER INSTALLED BEFORE OR AFTER THE DATE OFPREPARATION OF THESE PLANS. CONTRACTOR TO CONTACT UNDERGROUND SERVICE ALERT @ 811 TOVERIFY LOCATION OF EXISTING UTILITY LOCATIONS AND SHALL CONTACT THE ENGINEER OF RECORD IFTHERE IS ANY MATERIAL DISCREPANCY.BASIS OF BEARINGS:THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM:BASED LOCALLY ON CONTINUOUS OPERATING REFERENCE STATIONS (CORS):ALL BEARINGS SHOWN ON THIS MAP ARE GRID. ALL DISTANCES ARE GROUND DISTANCES UNLESSSPECIFIED OTHERWISE. GRID DISTANCES MAY BE OBTAINED BY MULTIPLYING THE GROUND DISTANCE BY ACOMBINATION FACTOR OF:CALCULATIONS ARE MADE AT THE BASE CONTROL POINT NO. 1 WITH COORDINATES OF:NORTHING: EASTING:ELEVATION:SPC 0406, ZONE VI"DSSC" "MLFP" AND "P584" NAD 83 (2011) EPOCH 2010.000.999887882282785.942'6341830.999'2618.35'SURVEYOR'S NOTE:THE POINT 1 CONTROL AND CONTINUOUS OPERATING REFERENCE STATION TIES ARE SHOWN ON THEDIAGRAM BELOW AND ARE REFERENCED ON BASIS OF BEARINGS STATEMENT.0SCALE: 1"=10'10203040BENCHMARK:VERTICAL CONTROL FOR THIS SURVEY IS AS ESTABLISHED BY STATIC GPS BASED ONTHE CORS STATIONS LISTED UNDER THE BASIS OF BEARINGS SHOWN HEREON. A TEMPORARY BENCHMARK WAS ESTABLISHED AT THE BASE CONTROL POINT NO. 1 REFERENCED ABOVE DESCRIPTION: ELEVATION: NAVD88 GEOID18MN2618.35' (NAVD88)1CORS ID: MLFPNORTHING: 2279468.18EASTING: 6237668.03CORS ID: DSSCNORTHING: 2210771.47EASTING: 6421179.06DOUBLE DETECTORCHECK ASSEMBLYCall 2 Working Days811Before You Dig!GRADING DEMOLITION NOTESPROTECT IN PLACE SPECIFIED ITEMSAWCUT, REMOVE AND DISPOSE OF EXISTING ASPHALTSAWCUT, REMOVE AND DISPOSE OF EXISTING CONCRETE CURB, GUTTER, AND/OR SIDEWALKADJUST EXISTING ITEM TO PROPOSED FINISHED GRADE PER PRECISE GRADING PLANREMOVE EXISTING SPECIFIED UTILITY LINE12345PROJECT NUMBER:

DATE:REVISION:DESCRIPTION:

PROJECT STATUS:

CONSULTANT:21-60100-00

CITY HALL RENOVATION
550 E. 6TH STREET, BEAUMONT, CA 92223

THE BEAUMONT CITY HALL

CITY OF BEAUMONT
07/08/2022
PLOTTED ON: January 9, 2024 AT 2:04 PM BY CHAD BURIANLAST SAVED ON: January 5, 2024 AT 6:35 PM BY CHAD J:\160.24 BEAUMONT CITY HALL\_CIVIL 3D\PLAN - ONSITE\160_24-C-02.DWG 101 E. REDLANDS BLVD., STE. 146
REDLANDS, CA 92373
www.EpicRCE.com909.792.5969REGISTEREDPROFESSIONAL
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IIIEXISTING BUILDING(FF=22.06±)ORANGE AVE RECONNECT EXISTING PIPETO WALL FACE GBGBGBGBGB GB
GB
GB
(18.06)FS(18.12)FS18.14FS/TW22.02FS/TW22.02FS21.81FS/TW21.81FS22.02FS20.63FS20.63FS20.63FS/TWRECONNECT EXISTING PIPETO WALL FACE20.55FS/TW21.81FS21.72FS/TW7.9%7.7%1.3%20.23FS/TW21.72FS/TW20.25FS/TW20.23FS/TW20.33FS/TW(18.00)FS1.8%1.5%GB8.2%8.2%1.5%

1.5%1212151515151616161616161616EXISTINGUNK UTIL11EXISTINGAC SURFACE10EXISTINGPCC SURFACE10EXISTINGPCC SURFACE10EXISTINGAC UNIT101.5%18.20FS/TW1.5%1.0%EXISTINGELEC UTIL10EXISTINGELEC UTIL10EXISTINGSEWER MH10EXISTINGNATURAL GROUND10EXISTINGVAULT10EXISTINGNATURAL GROUND1018.06FS(18.25)FS(18.02)FS(17.94)FS(17.98)FS(18.31)FS1218.13FS/TW20.64FS/TW20.59FS/TW20.49FS/TWGBGB

20.55FS/TW20.63FS/TW1.5%GB1.7%1.2%15EXISTINGPCC SURFACE10EXISTINGPCC SURFACE101218.97FS/TW18.97FS/TW18.84FS12131213(18.59)FS(18.41)FS14151213141213141213141.5%(18.86)FSL/AL/AL/AL/AL/AGB GB(18.45)FS18.94FS1.9%2.4%2 .
1%

3. 6
%19.07FS18.03FS4.8%18.85FS(18.70)FS18.89FS18.96FS18.88FS18.61FS18.48FS171718.96FS/TW(18.95)FS(19.32)FSEXISTINGCLEANOUT19.35FS19.01FS1015DDD 1 D2D
321.81FS/TW20.33FS/TW18.56IE/FG(18.85)FG(18.66FG)(18.78)FG(18.84)FG18.53IE18.23IE18.20IE/FSLIMITS OF GRADING(18.70)FG1 .
0%STORM DRAIN LINE DATA TABLENAMED1D2D3BEARINGN45° 27' 25"ES89° 32' 35"EN45° 27' 25"ELENGTH5.0754.745.07SLOPES=0.0055S=0.0055S=0.0055DESCRIPTION4" SDR 35 PVC STORM DRAIN PIPE4" SDR 35 PVC STORM DRAIN PIPE4" SDR 35 PVC STORM DRAIN PIPEPROJECT NUMBER:

DATE:REVISION:DESCRIPTION:

PROJECT STATUS:

CONSULTANT:21-60100-00

CITY HALL RENOVATION
550 E. 6TH STREET, BEAUMONT, CA 92223

THE BEAUMONT CITY HALL

CITY OF BEAUMONT
07/08/2022
PLOTTED ON: January 9, 2024 AT 2:04 PM BY CHAD BURIANLAST SAVED ON: January 8, 2024 AT 7:43 AM BY ZAHIR J:\160.24 BEAUMONT CITY HALL\_CIVIL 3D\PLAN - ONSITE\160_24-C-03.DWG 101 E. REDLANDS BLVD., STE. 146
REDLANDS, CA 92373
www.EpicRCE.com909.792.5969REGISTEREDPROFESSIONAL
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AUGExp. 6-30-2025 GRADING CONSTRUCTION NOTESPROTECT IN PLACE EXISTING ITEMADJUST EXISTING ITEM TO PROPOSED FINISHED GRADEJOIN PROPOSED SURFACE TO EXISTING SURFACE PER DETAIL "A" ON SHEET C-5.1 WITH FLUSHTRANSITION, MATCH GRADE. DOWELING FOR PCC ONLYGRIND AND OVERLAY EXISTING ASPHALT SURFACE 0.12' MINIMUM PER DETAIL "A" ON SHEET C-5.1,WITH FLUSH TRANSITION, MATCH GRADECONSTRUCT 0.3' AC OVER 0.5' CRUSHED AGGREGATE BASE COMPACTED TO 95% RELATIVECOMPACTION, AND 12" SUBGRADE COMPACTED TO 90% RELATIVE COMPACTION. STRUCTURALSECTION IS TENTATIVE. SOIL TESTING SHALL BE PERFORMED PRIOR TO GRADING TO DETERMINESTRUCTURAL SECTION REQUIREMENTS.CONSTRUCT 4" PCC (520-C-2500) OVER 6" CRUSHED AGGREGATE BASE COMPACTED TO 95%RELATIVE COMPACTION, WITH #4 BARS 18" O.C. BOTH WAYS, OVER 18" SUBGRADE COMPACTEDTO 90% RELATIVE COMPACTION; WITH THICKENED EDGE PER DETAIL "B" ON SHEET C-5.1.SCORING PATTERNS, COLOR AND FINISH PER ARCHITECT'S PLANS AND SPECIFICATIONS.STRUCTURAL SECTION IS TENTATIVE. SOIL TESTING SHALL BE PERFORMED PRIOR TO GRADINGTO DETERMINE STRUCTURAL SECTION REQUIREMENTS.CONSTRUCT CAST IN PLACE RETAINING WALL PER ARCHITECT'S DETAILS AND SPECIFICATIONSFURNISH AND INSTALL TRUNCATED DOMES PER ARCHITECT'S DETAIL AND SPECIFICATIONS1011121314151617Call 2 Working Days811Before You Dig!0SCALE: 1"=10'10203040C-3.1PRECISE GRADING PLAN BLDC2023-0091 550 E 6th Stsscissons01/10/2024Page 1099 of 2805

IIIEXISTINGBUILDINGORANGE AVE6.5'14.84'4.66'31.75'
2'16.03'2'1'11.71'

6.5'6'7.17'6'6'8.89'3.56'4.86'

7.5'15.33'2'6'15.5'18'4.35'2'2'2'100001000110002100031000410005L1 L2L3
L4
L5L6 L7L8 1'10006100071000810009100101001210013100141001510.94'3'3'2.5'LINE DATA TABLELINEL1L2L3L4L5L6L7L8BEARINGS00° 27' 24.83"WS89° 32' 35.17"ES00° 27' 02.65"WS00° 27' 24.83"WS89° 32' 35.17"ES00° 27' 24.83"WN89° 32' 35.17"WN00° 27' 24.83"EDISTANCE23.84'24.83'11.13'16.67'70.39'44.90'5.00'38.47'HORIZONTAL CONTROL TABLEPOINT #100001000110002100031000410005100061000710008100091001010012100131001410015NORTHING2282783.962282783.912282760.262282748.802282721.752282721.782282790.952282797.952282797.752282769.122282768.682282713.392282708.522282708.612282713.43EASTING6341789.456341795.946341855.816341814.006341860.516341865.846341787.186341787.246341811.996341811.776341866.296341856.316341860.216341866.126341865.21DESCRIPTIONBEGINNING OF WALLBEGINNING OF WALLBEGINNING OF WALLEND OF WALLEND OF WALLEND OF WALLSAWCUT/JOINSAWCUT/JOINSAWCUT/JOINSAWCUT/JOINSAWCUT/JOINSAWCUT/JOINSAWCUT/JOINSAWCUT/JOINSAWCUT/JOINPROJECT NUMBER:

DATE:REVISION:DESCRIPTION:

PROJECT STATUS:

CONSULTANT:21-60100-00

CITY HALL RENOVATION
550 E. 6TH STREET, BEAUMONT, CA 92223

THE BEAUMONT CITY HALL

CITY OF BEAUMONT
07/08/2022
PLOTTED ON: January 9, 2024 AT 2:05 PM BY CHAD BURIANLAST SAVED ON: January 5, 2024 AT 4:42 PM BY ZAHIR J:\160.24 BEAUMONT CITY HALL\_CIVIL 3D\PLAN - ONSITE\160_24-C-04.DWG 101 E. REDLANDS BLVD., STE. 146
REDLANDS, CA 92373
www.EpicRCE.com909.792.5969REGISTEREDPROFESSIONAL
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AUGExp. 6-30-20250SCALE: 1"=10'10203040Call 2 Working Days811Before You Dig!C-4.1HORIZONTAL CONTROL BLDC2023-0091 550 E 6th Stsscissons01/10/2024Page 1100 of 2805

PROJECT NUMBER:

DATE:REVISION:DESCRIPTION:

PROJECT STATUS:

CONSULTANT:21-60100-00

CITY HALL RENOVATION
550 E. 6TH STREET, BEAUMONT, CA 92223

THE BEAUMONT CITY HALL

CITY OF BEAUMONT
07/08/2022
PLOTTED ON: January 9, 2024 AT 2:05 PM BY CHAD BURIANLAST SAVED ON: December 12, 2023 AT 3:13 PM BY RONALD J:\160.24 BEAUMONT CITY HALL\_CIVIL 3D\PLAN - ONSITE\160_24-C-05.DWG 101 E. REDLANDS BLVD., STE. 146
REDLANDS, CA 92373
www.EpicRCE.com909.792.5969REGISTEREDPROFESSIONAL
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CI V I LTROYDAVID M
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AUGExp. 6-30-2025THIS AREA IS INTENTIONALLYLEFT BLANKTHIS AREA IS INTENTIONALLYLEFT BLANKTHIS AREA IS INTENTIONALLYLEFT BLANKTHIS AREA IS INTENTIONALLYLEFT BLANKTHIS AREA IS INTENTIONALLYLEFT BLANKTHIS AREA IS INTENTIONALLYLEFT BLANKTHIS AREA IS INTENTIONALLYLEFT BLANKTHIS AREA IS INTENTIONALLYLEFT BLANKJOIN LINE6" MIN EMBEDMENT12" MIN EMBEDMENTDOWELING DETAIL ATEXISTING PCCSPECIAL INSPECTION / DUTY INSPECTOR REQUIREDGRIND AND OVERLAYWIDTHPER PLANJOIN LINE DETAIL JOIN & MATCHNOT TO SCALEPER PLAN DETAIL PCC WITH THICKENED EDGENOT TO SCALE"B"6"2" DROP WHEN LANDSCAPE1315"A"AGGREGATE BASE PER PLANEXISTING ASPHALTAC GRIND AND OVERLAY0.12' MINIMUMEXISTING AGGREGATE BASEEXISTING COMPACTED SOILPCC PER PLANALL EXPOSED EDGES @1/4" RADIUSJOIN & MATCHFLUSH#4 SMOOTH BARS @ 18"O.C. WITH PLASTICSLEEVESSUBGRADE SOILBASE MATERIAL PER PLANSUBGRADE SOILJOIN & MATCH FLUSHAC WEARING COURSEAC BASE COURSEAC WEARING COURSE & OVERLAY (FINAL LIFT)SHALL BE PLACED TOGETHER IN ONE PASSEXISTING PCCPCC PER PLANALL EXPOSED EDGES @1/4" RADIUSJOIN & MATCHFLUSHBASE MATERIAL PER PLANSUBGRADE SOILEXISTING ASPHALT520-C-2500 PCC MINIMUM UNLESS OTHERWISE NOTED ONPLAN. COLOR, FINISH, AND SCORING PATTERNS PERARCHITECTS PLANS AND SPECIFICATIONS1/4" RADIUS ON ALLEXPOSED CORNERS(8" MIN.) 4" DEEPER THAN BOTTOMOF PROPOSED SLAB THICKNESS ORADJACENT PLANTER FINISHGROUND, WHICHEVER IS DEEPESTSUBGRADE SOIL2% MAX CROSS-SLOPEIN PATH OF TRAVEL#4 BARS @ 18" OCBOTTOM OF SLABBASE MATERIALPER PLAN#4 BARS CONTINUOUS IN TOP ANDBOTTOM OF THICKENED EDGEFINISH CONCRETE WHEREEXPOSEDGRADING CONSTRUCTION NOTESPROTECT IN PLACE EXISTING ITEMADJUST EXISTING ITEM TO PROPOSED FINISHED GRADEJOIN PROPOSED SURFACE TO EXISTING SURFACE PER DETAIL "A" ON SHEET C-5.1 WITH FLUSHTRANSITION, MATCH GRADE. DOWELING FOR PCC ONLYGRIND AND OVERLAY EXISTING ASPHALT SURFACE 0.12' MINIMUM PER DETAIL "A" ON SHEET C-5.1,WITH FLUSH TRANSITION, MATCH GRADECONSTRUCT 0.3' AC OVER 0.5' CRUSHED AGGREGATE BASE COMPACTED TO 95% RELATIVECOMPACTION, AND 12" SUBGRADE COMPACTED TO 90% RELATIVE COMPACTION. STRUCTURALSECTION IS TENTATIVE. SOIL TESTING SHALL BE PERFORMED PRIOR TO GRADING TO DETERMINESTRUCTURAL SECTION REQUIREMENTS.CONSTRUCT 4" PCC (520-C-2500) OVER 6" CRUSHED AGGREGATE BASE COMPACTED TO 95%RELATIVE COMPACTION, WITH #4 BARS 18" O.C. BOTH WAYS, OVER 18" SUBGRADE COMPACTEDTO 90% RELATIVE COMPACTION; WITH THICKENED EDGE PER DETAIL "B" ON SHEET C-5.1.SCORING PATTERNS, COLOR AND FINISH PER ARCHITECT'S PLANS AND SPECIFICATIONS.STRUCTURAL SECTION IS TENTATIVE. SOIL TESTING SHALL BE PERFORMED PRIOR TO GRADINGTO DETERMINE STRUCTURAL SECTION REQUIREMENTS.CONSTRUCT CAST IN PLACE RETAINING WALL PER ARCHITECT'S DETAILS AND SPECIFICATIONSFURNISH AND INSTALL TRUNCATED DOMES PER ARCHITECT'S DETAIL AND SPECIFICATIONS1011121314151617C-5.1DETAIL SHEET12THIS AREA IS INTENTIONALLYLEFT BLANKTHIS AREA IS INTENTIONALLYLEFT BLANKTHIS AREA IS INTENTIONALLYLEFT BLANKTHIS AREA IS INTENTIONALLYLEFT BLANK BLDC2024-0007 550 E 6th Stsscissons01/30/2024Page 1101 of 2805

Website:
http://beaumontca.gov/

BEAUMONT

CALIFORNIA
Address:
550 E. 6th Street
Beaumont, CA 92223
Phone:
951.769.8520

REQUEST FOR BID
FOR:

CIP F-03 CITY HALL ADA RAMPS

CRITICAL BID DATES, TIMES, & LOCATIONS
Bid Published:

Mandatory Pre -Bid Meeting
Bids Must Be Received By:

Place Of Bid Receipt:

Questions In By:

Bid Opening Date:

Bid Opening Location:

Robert Vestal
Director of Public Works
[email protected]
February 14, 2024
February 28, 2024 @ 11:00 A.M.
550 E. Sixth Street (City Hall) Room 4
March 28, 2024 @ 11:00 A.M.
550 E. Sixth Street (City Hall)
March 7, 2024 @ 11:00 A.M.

March 28, 2024 @ 11:15 A.M.
550 E. Sixth Street (City Hall), Room 4
CONTACTS:

RFB AVAILABLE:

Dustin Christensen
Principal Engineer
[email protected]
WWW.PUBLICPURCHASE.COM
HTTPS: //WWW. BEAUMONTCA.GOV/949/BIDS-AND-RFPs

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City of Beaumont
Request for bid

BEAUMONT

CAL CORN ,
City Hall ADA Ramps
CIP F-03

CITY OF BEAUMONT

CALIFORNIA

PUBLIC WORKS DEPARTMENT

CONTRACT DOCUMENTS & SPECIFICATIONS
FOR:

CIP F-03 City Hall ADA Ramps
Prepared Under the Supervision of:

Robert Vestal, P.E., Public Works Director/City Engineer Date

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City of Beaumont
Request for bid
BEAUMONT City Hall! ADA Ramps
C A L I F O R N I A CIP F-03
Table of Contents
REQUEST FOR BID FOR: 1
CITY OF BEAUMONT CALIFORNIA 2
CIP F-03 City Hall ADA Ramps 2
NOTICE INVITING BIDS 4
INSTRUCTIONS TO BIDDERS 3
BID FORM 10
BASE BID 12
BID SCHEDULE 12
BID CERTIFICATION 13
CONTRACTOR'S CERTIFICATE REGARDING WORKERS' COMPENSATION 14 BID BOND 15
DESIGNATION OF SUBCONTRACTORS 18
INFORMATION REQUIRED OF BIDDERS 21
NON -COLLUSION AFFIDAVIT 29
PERFORMANCE BOND 30
PAYMENT BOND 35
02 PUBLIC WORKS AGREEMENT 37
03 GENERAL CONDITIONS 38
04 SPECIAL CONDITIONS 39
05 TECHNICAL SPECIFICATIONS 40
06 CONSTRUCTION DRAWINGS 41
07 SPECIAL FEDERAL PROVISIONS 42
08 APPENDICES 43

NOTICE INVITING BIDS
2

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City of Beaumont
Request for bid

BEAUMONT
City Halll ADA Ramps
CIP F-03

NOTICE INVITING BIDS
The City of Beaumont, Public Works Department ("City") is soliciting bids for:

CIP F-03 City Hall ADA Ramps
BID DATES, TIMES, & LOCATIONS:

Bid Published:

Mandatory Pre -Bid Meeting
Bids Must Be Received By:

Place Of Bid Receipt:

Questions In By:

Bid Opening Date:

Bid Opening Location:

February 14, 2024
February 28, 2024 @ 11:00 AM
550 E. Sixth Street (City Hall), Room 4
March 28, 2024 @11:00 AM
550 E. Sixth Street (City Hall)
Beaumont, CA 92223
March 7, 2024 @ 11:00 A.M.

March 28, 2024 @ 11:15 AM
550 E. Sixth Street (City Hall), Room 4
Beaumont, CA 92223
Bids received after this time will be discarded. Bids shall be valid for 60 calendar days after the bid opening date. Bids must be submitted on the City's Bid Forms. Bids must be prepared on the approved Bid forms and in the manner prescribed in the Instructions to Bidders. Bids must be submitted with the following subject:
"CIP F-03 City Hall ADA Ramps"
LOCATION OF WORK:

The work to be completed is located in the City of Beaumont at 550 E 6th Street, at City Hall.

DESCRIPTION OF WORK:

The proposed work shall be performed in accordance with the Contract; General, Special, and technical Specifications and Drawings.

In general, the work includes removal and replacement of three ADA Access Ramps at City Hall.

CONTRACT LENGTH:

The work for this contract shall not exceed 90 calendar days. Contract time shall commence based on the contractor's lead time of construction material. Appliances are excluded from contract time commencement negotiations.

AWARD OF CONTRACT:

The City shall award the Contract for the Project to the lowest responsive, responsible bidder as determined from the base bid. The City reserves the right to reject any or all bids or to waive any irregularities or informalities in any bids or in the bidding process.

NOTICE INVITING BIDS
2

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City of Beaumont ---- City Hall! ADA Ramps
Request for bid BEAUMONT CIP F-03
-CAL
FEDERAL FUNDING:

This Project is partially funded through an agreement with the County of Riverside for American Rescue Plan Act (ARPA) funds awarded to the County by the U.S. Department of Treasury. This Project is subject to federal provisions pursuant to 2 CFR 200 including, but not limited to, Davis -Bacon and Related Acts (DBRA) prevailing wages; Disadvantaged Business Enterprises (2 CFR 200.321); Domestic Preference for Procurement (2 CFR 200.322); and others. Information pertaining to these, and other Federal Special Provisions are included in the Bid Specifications. The successful Bidder shall be required to comply with all federal and state requirements subject to this Project.

CONTRACT DOCUMENTS AND SPECIFICATION:

Copies of the Contract Documents and Specification are available for inspection at no cost to the bidder at City Hall. The documents can also be downloaded from the City's Website ( https://www.beaumontca.gov) and WWW.PUBLICPURCHASE.COM and reviewed at no cost.

BID & BIDDER:

Bids must be accompanied by cash, a certified or cashier's check, or a Bid Bond in favor of the City in an amount not less than ten percent (10%) of the submitted Total Bid Price.

Each bid shall be accompanied by the security referred to in the Contract Documents, the non -collusion affidavit, the list of proposed subcontractors, and all additional documentation required by the Instructions to Bidders.

The successful bidder will be required to furnish the City with a Performance Bond equal to 100% of the successful bid, and a Payment (Labor and Materials) Bond equal to 100% of the successful bid, prior to execution of the Contract. All bonds are to be secured from a surety that meets all of the State of California bonding requirements, as defined in Code of Civil Procedure Section 995.120, and is admitted by the State of California.

Each bidder shall be a licensed contractor pursuant to the Business and Professions Code and shall be licensed in the following appropriate classification(s) of contractor's license(s), for the work bid upon, and must maintain the license(s) throughout the duration of the Contract:
• California Class "B" license
FOR FURTHER INFORMATION CONTACT:

Public Works Department
Tel: (951) 769-8520
E-mail: [email protected]

NOTICE INVITING BIDS
2

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Request for bid BEAUMONT CIP F-03
-CALIFORNIA-

INSTRUCTIONS TO BIDDERS
AVAILABILITY OF CONTRACT DOCUMENTS:

Bids must be submitted to the City on the Bid Forms which are a part of the Bid Package for the Project. Prospective bidders may obtain one (1) complete set of Contract Documents at no cost. Contract Documents may be obtained from the City at the location(s) and at the time(s) indicated in the Notice Inviting Bids. Prospective bidders are encouraged to telephone in advance to determine the availability of Contract Documents. Any applicable charges for the Contract Documents are outlined in the Notice Inviting Bids. The City may also make the Contract Documents available for review at one or more plan rooms, as indicated in the Notice Inviting Bids. Please Note: Prospective bidders who choose to review the Contract Documents at a plan room must contact the City to obtain the required Contract Documents if they decide to submit a bid for the Project.

EXAMINATION OF CONTRACT DOCUMENTS:

The City has made copies of the Contract Documents available, as indicated above.

Bidders shall be solely responsible for examining the Project Site and the Contract Documents, including any Addenda issued during the bidding period, and for informing itself with respect to local labor availability, means of transportation, necessity for security, laws and codes, local permit requirements, wage scales, local tax structure, contractors' licensing requirements, availability of required insurance, and other factors that could affect the Work. Bidders are responsible for consulting the standards referenced in the Contract. Failure of Bidder to so examine and inform itself shall be at its sole risk, and no relief for error or omission will be given except as required under State law.

INTERPRETATION OF CONTRACT DOCUMENTS
Discrepancies in, and/or omissions from the Plans, Specifications or other Contract Documents or questions as to their meaning shall be immediately brought to the attention of the City by submission of a written request for an interpretation or correction to the City.

Such submission, if any, must be sent to the Project Manager by faxing (951)769-8520 or emailing to [email protected]. Any interpretation of the Contract Documents will be made only by written addenda duly issued and mailed or delivered to each person or firm who has purchased a set of Contract Documents. The City will not be responsible for any explanations or interpretations provided in any other manner. No person is authorized to make any oral interpretation of any provision in the Contract Documents to any bidder, and no bidder should rely on any such oral interpretation. Bids shall include complete compensation for all items that are noted in the Contract Documents as the responsibility of the Contractor.

INSPECTION OF SITE:

Each prospective bidder is responsible for fully acquainting itself with the conditions of the Project Site (which may include more than one site), as well as those relating to the

INSTRUCTIONS TO BIDDERS
3

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Request for bid BEAUMONT CIP F-03
-CALIFORNIA-
construction and labor of the Project, to fully understand the facilities, difficulties and restrictions which may impact the cost or effort required to complete the Project.

ADDENDA:

The City reserves the right to revise the Contract Documents prior to the bid opening date.

Revisions, if any, shall be made by written Addenda. All addenda issued by the City shall be included in the bid and made part of the Contract Documents. Pursuant to Public Contract Code Section 4104.5, if the City issues an Addendum which includes material changes to the Project less than 72 hours prior to the deadline for submission of bids, the City will extend the deadline for submission of bids. The City may determine, in its sole discretion, whether an Addendum warrants postponement of the bid submission date.

Each prospective bidder shall provide City a name, address and facsimile number to which Addenda may be sent, as well as a telephone number by which the City can contact the bidder. Copies of Addenda will be furnished by facsimile, first class mail, express mail or other proper means of delivery without charge to all parties who have obtained a copy of the Contract Documents and provided such current information. Please Note: Bidders are responsible for ensuring that they have received any and all Addenda. To this end, each bidder should contact the Public Works Department to verify that he has received all Addenda issued, if any, prior to the bid opening.

ALTERNATE BIDS
If alternate bid items are called for in the Contract Documents, the lowest bid will be determined on the basis of the base bid only. However, the City may choose to award the contract on the basis of the base bid alone or the base bid and any alternate or combination of alternates. The time required for completion of the alternate bid items has been factored into the Contract duration and no additional Contract time will be awarded for any of the alternate bid items. The City may elect to include one or more of the alternate bid items, or to otherwise remove certain work from the Project scope of work, accordingly each Bidder must ensure that each bid item contains a proportionate share of profit, overhead and other costs or expenses which will be incurred by the Bidder.

COMPLETION OF BID FORMS
Bids shall only be prepared using copies of the Bid Forms which are included in the Contract Documents. The use of substitute bid forms other than clear and correct photocopies of those provided by the City will not be permitted. Bids shall be executed by an authorized signatory as described in these Instructions to Bidders. In addition, Bidders shall fill in all blank spaces (including inserting "N/A" where applicable) and initial all interlineations, alterations, or erasures to the Bid Forms. Bidders shall neither delete, modify, nor supplement the printed matter on the Bid Forms nor make substitutions thereon. USE OF BLACK OR BLUE INK, INDELIBLE PENCIL, COMPUTER OR A TYPEWRITER IS REQUIRED. Deviations in the bid form may result in the bid being deemed non- responsive.

INSTRUCTIONS TO BIDDERS
4

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Request for bid BEAUMONT CIP F-03
-CALIFORNIA-
MODIFICATIONS OF BIDS:

Each Bidder shall submit its Bid in strict conformity with the requirements of the Contract Documents. Unauthorized additions, modifications, revisions, conditions, limitations, exclusions or provisions attached to a Bid may render it non -responsive and may cause its rejection. Bidders shall neither delete, modify, nor supplement the printed matter on the Bid Forms, nor make substitutions thereon. Oral, telephonic and electronic modifications will not be considered, unless the Notice Inviting Bids authorizes the submission of electronic bids and modifications thereto and such modifications are made in accordance with the Notice Inviting Bids.

DESIGNATION OF SUBCONTRACTORS:

Pursuant to the funding regulation, the Bidders must designate the name and location of each subcontractor who will perform work or render services in an amount in excess of one-half of 1 percent of the prime contractor's total bid as well as the portion of work each such subcontractor will perform on the form provided herein by the City. No additional time will be provided to bidders to submit any of the requested information in the Designation of Subcontractor form.

LICENSING REQUIREMENTS:

Pursuant to Section 7028.15 of the Business and Professions Code and Section 3300 of the Public Contract Code, all bidders must possess proper licenses for performance of this Contract. Subcontractors must possess the appropriate licenses for each specialty subcontracted. Pursuant to Section 7028.5 of the Business and Professions Code, the City shall consider any bid submitted by a contractor not currently licensed in accordance with state law and pursuant to the requirements found in the Contract Documents to be nonresponsive, and the City shall reject the Bid. The City shall have the right to request, and Bidders shall provide within five (5) calendar days, evidence satisfactory to the City of all valid license(s) currently held by that Bidder and each of the Bidder's subcontractors, before awarding the Contract. Please also note that, pursuant to Public Contract Code Section 20676, sellers of "mined material" must be on an approved list of sellers published pursuant to Public Resources Code Section 2717(b) in order to supply mined material for this Contract.

SIGNING OF BIDS:

All Bids submitted shall be executed by the Bidder or its authorized representative.

Bidders may be asked to provide evidence in the form of an authenticated resolution of its Board of Directors or a Power of Attorney evidencing the capacity of the person signing the Bid to bind the Bidder to each Bid and to any Contract arising therefrom. If a Bidder is a joint venture or partnership, it may be asked to submit an authenticated Power of Attorney executed by each joint venturer or partner appointing and designating one of the joint venturers or partners as a management sponsor to execute the Bid on behalf of Bidder. Only that joint venturer or partner shall execute the Bid. The Power of Attorney shall also: (1) authorize that particular joint venturer or partner to act for and bind Bidder in all matters relating to the Bid; and (2) provide that each venturer or partner shall be

INSTRUCTIONS TO BIDDERS
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Request for bid BEAUMONT CIP F-03
-CALIFORNIA-
jointly and severally liable for any and all of the duties and obligations of Bidder assumed under the Bid and under any Contract arising therefrom. The Bid shall be executed by the designated joint venturer or partner on behalf of the joint venture or partnership in its legal name.

BID GUARANTEE (BOND):

Each bid shall be accompanied by: (a) cash; (b) a certified check made payable to the City; (c) a cashier's check made payable to the City; or (d) a bid bond payable to the City executed by the bidder as principal and surety as obligor in an amount not less than 10% of the maximum amount of the bid. Personal sureties and unregistered surety companies are unacceptable. The surety insurer shall be California admitted surety insurer, as defined in Code of Civil Procedure Section 995.120. The cash, check or bid bond shall be given as a guarantee that the bidder shall execute the Contract if it be awarded to the bidder, shall provide the payment and performance bonds and insurance certificates and endorsements as required herein within ten (10) calendar days after notification of the award of the Contract to the bidder. Failure to provide the required documents may result in forfeiture of the bidder's bid deposit or bond to the City and the City may award the Contract to the next lowest responsive, responsible bidder, or may call for new bids.

SUBMISSION OF BIDS:

Once the Bid and supporting documents have been completed and signed as set forth herein, they shall be mailed or hand delivered to the City at the place and to the attention of the person indicated in the Notice Inviting Bids. No oral or telephonic bids will be considered. No forms transmitted via facsimile, or any other electronic means will be considered unless specifically authorized by City as provided herein.

Only where expressly permitted in the Notice Inviting Bids, may Bidders submit their bids via electronic transmission pursuant to Public Contract Code Sections 1600 and 1601.

The acceptable method(s) of electronic transmission shall be stated in the Notice Inviting Bids. City reserves the right to not accept electronically transmitted bids where not specifically authorized in the Notice Inviting Bids, and may reject any bid not strictly complying with City's designated methods for delivery.

DELIVERY AND OPENING OF BIDS
Bids will be received by the City at the address shown in the Notice Inviting Bids up to the date and time shown therein. It is the Bidder's sole responsibility to ensure that its Bid is received as specified. Bids may be submitted earlier than the dates(s) and time(s) indicated.

Bids will be opened at the date and time stated in the Notice Inviting Bids, and the amount of each Bid will be read aloud and recorded. All Bidders may, if they desire, attend the opening of Bids at the address specified in the NIB. The City may in its sole discretion, elect to postpone the opening of the submitted Bids. City reserves the right to reject any or all Bids and to waive any informality or irregularity in any Bid. In the event of a discrepancy between the written amount of the Bid Price and the numerical amount of the

INSTRUCTIONS TO BIDDERS
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Request for bid BEAUMONT CIP F-03
-CALIFORNIA-
Bid Price, the written amount shall govern.

WITHDRAWAL OF BID:

Prior to bid opening, a Bid may be withdrawn by the Bidder only by means of a written request signed by the Bidder or its properly authorized representative.

BASIS OF AWARD; BALANCED BIDS:

The City shall award the Contract to the lowest responsive, responsible Bidder submitting a responsive Bid. The City may reject any Bid which, in its opinion when compared to other bids received or to the City's internal estimates, does not accurately reflect the cost to perform the Work. The City may reject as non -responsive any bid which unevenly weights or allocates costs, including but not limited to overhead and profit to one or more particular bid items.

DISQUALIFICATION OF BIDDERS; INTEREST IN MORE THAN ONE BID:

No bidder shall be allowed to make, submit or be interested in more than one bid.

However, a person, firm, corporation or other entity that has submitted a subproposal to a bidder, or that has quoted prices of materials to a bidder, is not thereby disqualified from submitting a subproposal or quoting prices to other bidders submitting a bid to the City.

No person, firm, corporation, or other entity may submit subproposal to a bidder, or quote prices of materials to a bidder, when also submitting a prime bid on the same Project.

INSURANCE REQUIREMENTS:

The successful bidder shall procure the insurance in the form and in the amount specified in the Contract Documents.

AWARD PROCESS:

Once all Bids are opened and reviewed to determine the lowest responsive and responsible Bidder, the City Council may award the contract. The apparent successful Bidder should begin to prepare the following documents: (1) the Performance Bond; (2) the Payment (Labor and Materials) Bond; and (3) the required insurance certificates and endorsements. Once the City notifies the Bidder of the award, the Bidder will have ten (10) consecutive calendar days from the date of this notification to execute the Contract and supply the City with all of the required documents and certifications. Regardless whether the Bidder supplies the required documents and certifications in a timely manner, the Contract time will begin to run ten (10) calendar days from the date of the notification.

Once the City receives all of the properly drafted and executed documents and certifications from the Bidder, the City shall issue a Notice to Proceed to that Bidder.

FILING OF BID PROTESTS
Bidders may file a "protest" of a Bid with the City's City Engineer. In order for a Bidder's protest to be considered valid, the protest must:
• Be filed in writing within five (5) calendar days after the bid opening date; • Clearly identify the specific irregularity or accusation;

INSTRUCTIONS TO BIDDERS
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Request for bid BEAUMONT CIP F-03
• Clearly identify the specific City staff determination or recommendation being protested;
• Specify, in detail, the grounds of the protest and the facts supporting the protest; and
• Include all relevant, supporting documentation with the protest at time of filing.

If the protest does not comply with each of these requirements, it will be rejected as invalid. If the protest is valid, the City's City Engineer, or other designated City staff member, shall review the basis of the protest and all relevant information. The City Engineer will provide a written decision to the protestor. The protestor may then appeal the decision of the City Engineer to the City Manager.

WORKERS COMPENSATION:

Each bidder shall submit the Contractor's Certificate Regarding Workers' Compensation form.

SUBSTITUTION OF SECURITY:

The Contract Documents call for monthly progress payments based upon the percentage of the work completed. The City will retain five percent (5%) of each progress payment as provided by the Contract Documents. At the request and expense of the successful Bidder, the City will substitute securities for the amount so retained in accordance with Public Contract Code Section 22300.

PREVAILING WAGES:

Pursuant to Section 1773 of the Labor Code, the general prevailing wage rates, including the per diem wages applicable to the work, and for holiday and overtime work, including employer payments for health and welfare, pension, vacation, and similar purposes, in the County of Riverside in which the work is to be done, have been determined by the Director of the Department of Industrial Relations, State of California. These wages are set forth in the General Prevailing Wage Rates for this project, available from the California Department of Industrial Relations' Internet web site at www.dir.ca.gov . Future effective prevailing wage rates which have been predetermined, and are on file with the California Department of Industrial Relations, are referenced but not printed in the general prevailing wage rates. Pursuant to SB 854, which amended the Prevailing Wage Laws, this Contract is subject to compliance monitoring and enforcement by the DIR. Beginning March 1, 2015, with very limited exceptions, no contractor or subcontractor may be listed on a bid proposal for this Contract unless registered with the DIR pursuant to Labor Code section 1725.5. Beginning April 1, 2015, no contractor or subcontractor may be awarded this Contract unless registered with the DIR pursuant to Labor Code section 1725.5. The DIR registration number for each contractor and subcontractor must be identified on the bid proposal - failure to identify this number could result in the bid being rejected as non- responsive. It is each bidder's responsibility to ensure that they have fully complied with SB 854. The City will report all necessary contracts to the DIR as required by the Prevailing Wage Laws.

INSTRUCTIONS TO BIDDERS
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DEBARMENT OF CONTRACTORS AND SUBCONTRACTORS:

In accordance with the provisions of the Labor Code, contractors or subcontractors may not perform work on a public works project with a subcontractor who is ineligible to perform work on a public project pursuant to Section 1777.1 or Section 1777.7 of the Labor Code. Any contract on a public works project entered into between a contractor and a debarred subcontractor is void as a matter of law. A debarred subcontractor may not receive any public money for performing work as a subcontractor on a public works contract. Any public money that is paid to a debarred subcontractor by the Contractor for the Project shall be returned to the City. The Contractor shall be responsible for the payment of wages to workers of a debarred subcontractor who has been allowed to work on the Project.

PERFORMANCE AND PAYMENT BOND REQUIREMENTS:

Within the time specified in the Contract Documents, the Bidder to whom a Contract is awarded shall deliver to the City four identical counterparts of the Performance Bond and Payment (Labor and Materials) Bond in the form supplied by the City and included in the Contract Documents. Failure to do so may, in the sole discretion of City, result in the forfeiture of the Bid Guarantee. The surety supplying the bond must be an admitted surety insurer, as defined in Code of Civil Procedure Section 995.120, authorized to do business as such in the State of California and satisfactory to the City. The Performance Bond and the Payment (Labor and Materials) Bond shall be for one hundred percent (100%) of the Total Bid Price.

REQUEST FOR SUBSTITUTIONS
The successful bidder shall comply with the substitution request provisions set forth in the Special Conditions, including any deadlines for substitution requests which may occur prior to the bid opening date.

SALES AND OTHER APPLICABLE TAXES, PERMITS, LICENSES AND FEES Contractor and its subcontractors performing work under this Contract will be required to pay California sales tax and other applicable taxes, and to pay for permits, licenses and fees required by the agencies with authority in the jurisdiction in which the work will be located, unless otherwise expressly provided by the Contract Documents.

EXECUTION OF CONTRACT
As required herein the Bidder to whom an award is made shall execute the Contract in the amount determined by the Contract Documents. The City may require appropriate evidence that the persons executing the Contract are duly empowered to do so.

END OF INSTRUCTIONS TO BIDDERS

INSTRUCTIONS TO BIDDERS
9

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City of Beaumont City Hall! ADA Ramps
Request for bid BEAUMONT CIP F-03
-CALIFORNIA-

BID FORM
NAME OF BIDDER:

BASE
BID

BASE BID PRICE
(IN WRITTEN FORM)

BID PRICE
(IN NUMBERS)
TOTAL

BID PRICE
In case of discrepancy between the written price and the numerical price, the written price shall prevail.

BID FORM
10

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City of Beaumont
Request for bid

BEAUMONT
-CAL O R N 1 A-

BASE BID

BID SCHEDULE
CIP F-03 City Hall ADA Ramps
City Halll ADA Ramps
CIP F-03
ITEM
NO.

DESCRIPTION OF ITEMS
EST.

QUANTITY/UN
IT

UNIT PRICE
(FIGURES)

TOTAL COST
(FIGURES)
1 Bond, Insurance, General
Requirements, & Mobilization
1 LS
2 Selective Demolition and Disposal
including hazardous material
abatement
1 LS
3 Furnish and Install new ADA access
ramps, including all form work,
concrete, thermal and moisture
protection, relocation of drainage and
downspouts, metal fabrication of
handrails and railings, and all
associated work as provided in the
contract drawings and these
specifications, complete and in place.
1 LS
PROJECT BASE BID SUBTOTAL:

In case of discrepancy between the written price and the numerical price, the written price shall prevail.

BID FORM
12

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City of Beaumont
Request for bid

BEAUMONT
-CAL O R N 1 A -

BID CERTIFICATION
City Halll ADA Ramps
C I P F-03
Bidder certifies that it is licensed in accordance with the law providing for the registration of Contractors,
License No.

Expiration Date
Class of license
If the bidder is a joint venture, each member of the joint venture must include the above information.

The undersigned acknowledges receipt, understanding and full consideration of the following addenda to the Contract Documents:

1. Addenda No. thru

2. Attached is the required bid security in the amount of not less than 10% of the Total Bid Price.

3. Attached is the fully executed Non -Collusion Affidavit form.

4. Attached is the completed Designation of Subcontractors form.

5. Attached is the completed Bidder Information Form.

6. Attached is the completed Contractor's Certificate Regarding Workers' Compensation form.

Name of Bidder
Signature
Name and Title
Dated

BID FORM
13

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City of Beaumont City Hall! ADA Ramps
Request for bid BEAUMONT CIP F-03
-CALIFORNIA-

CONTRACTOR'S CERTIFICATE REGARDING

Name of Bidder
Signature
Name and Title
Dated

CONTRACTOR'S CERTIFICATE REGARDING

WORKERS' COMPENSATION
14

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City of Beaumont lam'' --=-'V City Halll ADA Ramps
Request for bid BEAUMONT CIP F-03

BID BOND
CIP F-03 City Hall ADA Ramps
The makers of this bond are,
as Principal, and
, as Surety
and are held and firmly bound unto the City of Beaumont, hereinafter called the City, in the penal sum of TEN PERCENT (10%) OF THE TOTAL BID PRICE of the Principal submitted to CITY for the work described below, for the payment of which sum in lawful money of the United States, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH that whereas the Principal has submitted the accompanying bid dated , 2024, for
CIP F-03 Ramp Replacement.

BID BOND
15

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City of Beaumont lam'' --=-'V City Halll ADA Ramps
Request for bid BEAUMONT CIP F-03
IN WITNESS WHEREOF, the above -bound parties have executed this instrument under their several seals this day of , 2024, the name and
corporate seal of each corporation.
(Corporate Seal)
Principal
By
Title
(Corporate Seal) Surety
By
Attorney -in -Fact
(Attach Attorney -in -Fact Certificate) Title

BID BOND
16

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City of Beaumont
Request for bid

BEAUMONT
City Halll ADA Ramps
C I P F-03

STATE OF CALIFORNIA )
) ss.

CITY OF
On this day of , in the year 2024, before me,
, a Notary Public in and for said state, personally
appeared , known to me to be the person
whose name is subscribed to the within instrument as the Attorney -In -Fact of the (Surety) acknowledged to me that he subscribed the name of the (Surety) thereto and his own name as Attorney -In -
Fact.

Notary Public in and for said State
(SEAL)
Commission expires:

NOTE: A copy of the Power -of -Attorney to local representatives of the bonding company must be attached hereto.

BID BOND
17

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City of Beaumont
Request for bid

BEAUMONT
-CALIFORNIA

DESIGNATION OF SUBCONTRACTORS
CIP F-03 City Hall ADA Ramps
City HalIl ADA Ramps
CIP F-03
In compliance with the Subletting and Subcontracting Fair Practices Act of the Public Contract Code of the State of California, each bidder shall set forth below: the name, the location of the place of business, the California contractor license number, and public works contractor registration number issued of each subcontractor who will perform work or labor or render service to the prime contractor in or about the construction of the work or improvement, or a subcontractor licensed by the State of California who, under subcontract to the prime contractor, specially fabricates and installs a portion of the work or improvement according to detailed drawings contained in the plans and specifications, in an amount in excess of one-half of 1 percent of the prime contractor's total bid.

Portion of the
Work
Subcontractor
Location of
Business
License
Number.

Public Works
Contractor
Registration
Number
% of
Work

DESIGNATION OF SUBCONTRACTORS
18

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City of Beaumont
Request for bid

BEAUMONT
-CAL FORNiA
City HaIII ADA Ramps
CIP F-03
Portion of the
Work
Subcontractor
Location of
Business
License
Number.

Public Works
Contractor
Registration
Number
% of
Work

DESIGNATION OF SUBCONTRACTORS
19

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City of Beaumont
Request for bid

BEAUMONT
-CAL FORNiA
City HaIII ADA Ramps
CIP F-03
Portion of the
Work
Subcontractor
Location of
Business
License
Number.

Public Works
Contractor
Registration
Number
% of
Work
Name of Bidder
Signature
Name and Title
Dated

DESIGNATION OF SUBCONTRACTORS
20

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City of Beaumont
Request for bid
City Halll ADA Ramps
BEAUMONT CIP F-03
-CALIFORNIA-

INFORMATION REQUIRED OF BIDDERS
CIP F-03 City Hall ADA Ramps
A. INFORMATION ABOUT BIDDER
[**Indicate not applicable ("N/A") where appropriate.**] NOTE: Where Bidder is a joint venture, pages shall be duplicated and information provided for all parties to the joint venture.

1.0 Name of Bidder:

2.0 Type, if Entity:

3.0 Bidder Address:

Facsimile Number Telephone Number

4.0 License Information:

License No.

Class of License Expiration Date
DIR Registration No.

5.0 How many years has Bidder's organization been in business as a Contractor?

6.0 How many years has Bidder's organization been in business under its present name?

5.1 Under what other or former names has Bidder's organization operated?

INFORMATION REQUIRED OF BIDDERS
21

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City of Beaumont City Halll ADA Ramps
Request for bid BEAUMONT CIP F-03
-CALIFORNIA-

7.0 If Bidder's organization is a corporation, answer the following:

7.1 Date of Incorporation:

7.2 State of Incorporation:

7.3 President's Name:

7.4 Vice -President's Name(s):

7.5 Secretary's Name:

7.6 Treasurer's Name:

8.0 If an individual or a partnership, answer the following:

8.1 Date of Organization:

8.2 Name and address of all partners (state whether general or limited partnership):

9.0 If other than a corporation or partnership, describe organization and name principals:

10.0 List other states in which Bidder's organization is legally qualified to do business.

INFORMATION REQUIRED OF BIDDERS
22

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City of Beaumont
Request for bid

BEAUMONT
-CALIFORNIA-
City Halll ADA Ramps
CIP F-03

11.0 What type of work does the Bidder normally perform with its own forces?

12.0 Has Bidder ever failed to complete any work awarded to it? If so, note when, where, and why:

14.0 List Trade References:

15.0 List Bank References (Bank and Branch Address):

INFORMATION REQUIRED OF BIDDERS
23

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City of Beaumont
Request for bid

BEAUMONT
-CALIFORNIA-
City Halll ADA Ramps
CIP F-03

16.0 Name of Bonding Company and Name and Address of Agent:

INFORMATION REQUIRED OF BIDDERS
24

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City of Beaumont
City Halll ADA Ramps
Request for bid BEAUMONT CIP F-03
-CALIFORNIA-
B. LIST OF CURRENT PROJECTS (Backlog)
[**Duplicate Page if needed for listing additional current projects.**] Project
Description of
Bidder's Work
Completion
Date
Cost of
Bidder's Work
Contact Name &
Phone

INFORMATION REQUIRED OF BIDDERS
25

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City of Beaumont
City Halll ADA Ramps
Request for bid BEAUMONT CIP F-03
-CALIFORNIA-
C. LIST OF COMPLETED PROJECTS - LAST THREE YEARS
[**Duplicate Page if needed for listing additional completed projects.**] Please include only those projects which are similar enough to demonstrate Bidder's ability to perform the required Work.

Project Client
Description of
Bidder's Work
Period of
Performance
Cost of Bidder's
Work
Contact Name
& Phone

INFORMATION REQUIRED OF BIDDERS
26

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City of Beaumont City Halll ADA Ramps
Request for bid BEAUMONT CIP F-03
-CALIFORNIA-
D. EXPERIENCE AND TECHNICAL QUALIFICATIONS QUESTIONNAIRE Personnel:

The Bidder shall identify the key personnel to be assigned to this project in a management, construction supervision or engineering capacity.

1. List each person's job title, name and percent of time to be allocated to this project:

2. Summarize each person's specialized education:

3. List each person's years of construction experience relevant to the project:

4. Summarize such experience:

Bidder agrees that personnel named in this Bid will remain on this Project until completion of all relevant Work, unless substituted by personnel of equivalent experience and qualifications approved in advance by the City.

INFORMATION REQUIRED OF BIDDERS
27

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City of Beaumont City Halll ADA Ramps
Request for bid BEAUMONT CIP F-03
-CALIFORNIA-
Additional Bidder's Statements:

If the Bidder feels that there is additional information which has not been included in the questionnaire above, and which would contribute to the qualification review, it may add that information in a statement here or on an attached sheet, appropriately marked:

E. VERIFICATION AND EXECUTION
These Bid Forms shall be executed only by a duly authorized official of the Bidder:

I declare under penalty of perjury under the laws of the State of California that the foregoing information is true and correct:

Name of Bidder
Signature
Name and Title
Dated

INFORMATION REQUIRED OF BIDDERS
28

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City of Beaumont — City Halll ADA Ramps
Request for bid BEAUMONT CIP F-03
-CALIFORNIA-

NON-COLLUSION AFFIDAVIT
CIP F-03 City Hall ADA Ramps
I, , being first duly sworn, deposes and says that he is of the party making the attached bid; that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid.

I certify (or declare) under penalty of perjury under the laws of the State of California that the foregoing is true and correct.

Name of Bidder
Signature
Name and Title
Dated

NON -COLLUSION AFFIDAVIT
29

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City of Beaumont — City Halll ADA Ramps
Request for bid BEAUMONT CIP F-03
-CALIFORNIA-

PERFORMANCE BOND
KNOW ALL PERSONS BY THESE PRESENTS:

THAT WHEREAS, (hereinafter referred to as "City")
has awarded to , (hereinafter referred to as the "Contractor") an agreement for
(hereinafter referred to as the "Project").

WHEREAS, the work to be performed by the Contractor is more particularly set forth in the Contract Documents for the Project dated , (hereinafter referred to as "Contract Documents"), the terms and conditions of which are expressly incorporated herein by reference; and
WHEREAS, the Contractor is required by said Contract Documents to perform the terms thereof and to furnish a bond for the faithful performance of said Contract Documents.

NOW, THEREFORE, we, , the undersigned Contractor and
as Surety, a corporation
organized and duly authorized to transact business under the laws of the State of California, are held and firmly bound unto the City in the sum of DOLLARS, ($ ), said sum being not less
than one hundred percent (100%) of the total amount of the Contract, for which amount well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors and assigns, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH, that, if the Contractor, his or its heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by, and well and truly keep and perform the covenants, conditions and agreements in the Contract Documents and any alteration thereof made as therein provided, on its part, to be kept and performed at the time and in the manner therein specified, and in all respects according to their intent and meaning; and shall faithfully fulfill all obligations including the one-year guarantee of all materials and workmanship; and shall indemnify and save harmless the City, its officers and agents, as stipulated in said Contract Documents, then this obligation shall become null and void; otherwise it shall be and remain in full force and effect.

As a part of the obligation secured hereby and in addition to the face amount specified therefore, there shall be included costs and reasonable expenses and fees including reasonable attorney's fees, incurred by City in enforcing such obligation.

As a condition precedent to the satisfactory completion of the Contract Documents, unless otherwise provided for in the Contract Documents, the above obligation shall hold good for a period of one (1) year after the acceptance of the work by City, during which 30

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City of Beaumont — City Halll ADA Ramps
Request for bid BEAUMONT CIP F-03
-CALIFORNIA-
time if Contractor shall fail to make full, complete, and satisfactory repair and replacements and totally protect the City from loss or damage resulting from or caused by defective materials or faulty workmanship. The obligations of Surety hereunder shall continue so long as any obligation of Contractor remains. Nothing herein shall limit the City's rights or the Contractor or Surety's obligations under the Contract, law or equity, including, but not limited to, California Code of Civil Procedure section 337.15.

Whenever Contractor shall be, and is declared by the City to be, in default under the Contract Documents, the Surety shall remedy the default pursuant to the Contract Documents, or shall promptly, at the City's option:
(1) Take over and complete the Project in accordance with all terms and conditions in the Contract Documents; or
(2) Obtain a bid or bids for completing the Project in accordance with all terms and conditions in the Contract Documents and upon determination by Surety of the lowest responsive and responsible bidder, arrange for a Contract between such bidder, the Surety and the City, and make available as work progresses sufficient funds to pay the cost of completion of the Project, less the balance of the contract price, including other costs and damages for which Surety may be liable. The term "balance of the contract price" as used in this paragraph shall mean the total amount payable to Contractor by the City under the Contract and any modification thereto, less any amount previously paid by the City to the Contractor and any other set offs pursuant to the Contract Documents.
(3)
Permit the City to complete the Project in any manner consistent with California law and make available as work progresses sufficient funds to pay the cost of completion of the Project, less the balance of the contract price, including other costs and damages for which Surety may be liable.

The term "balance of the contract price" as used in this paragraph shall mean the total amount payable to Contractor by the City under the Contract and any modification thereto, less any amount previously paid by the City to the Contractor and any other set offs pursuant to the Contract Documents.

Surety expressly agrees that the City may reject any contractor or subcontractor which may be proposed by Surety in fulfillment of its obligations in the event of default by the Contractor.

Surety shall not utilize Contractor in completing the Project nor shall Surety accept a bid from Contractor for completion of the Project if the CITY, when declaring the Contractor in default, notifies Surety of the City's objection to Contractor's further participation in the completion of the Project.
31

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City of Beaumont — City Halll ADA Ramps
Request for bid BEAUMONT CIP F-03
-CALIFORNIA-
The Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract Documents or to the Project to be performed thereunder shall in any way affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Contract Documents or to the Project.
[Remainder of Page Left Intentionally Blank.]
32

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City of Beaumont — City Halll ADA Ramps
Request for bid BEAUMONT CIP F-03
-CALIFORNIA-
IN WITNESS WHEREOF, we have hereunto set our hands and seals this day of , 2024.

CONTRACTOR/PRINCIPAL
Name
By
SURETY:

By:

Attorney -In -Fact
The rate of premium on this bond is per thousand. The total amount of premium charges, $
(The above must be filled in by corporate attorney.)

THIS IS A REQUIRED FORM
Any claims under this bond may be addressed to:
(Name and Address of Surety)
(Name and Address of Agent or
Representative for service of
process in California, if different
from above)
(Telephone number of Surety and
Agent or Representative for service
of process in California
33

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City of Beaumont City Hall! ADA Ramps
Request for bid BEAUMONT CIP F-03
-CALIFORNIA-

STATE OF CALIFORNIA )
) ss.

CITY OF
On this day of , in the year 2024, before me,
, a Notary Public in and for said state, personally
appeared , known to me to be the person
whose name is subscribed to the within instrument as the Attorney -In -Fact of the (Surety) acknowledged to me that he subscribed the name of the
(Surety) thereto and his own name as Attorney -In -
Fact.

Notary Public in and for said State
(SEAL)
Commission expires:

NOTE: A copy of the Power -of -Attorney to local representatives of the bonding company must be attached hereto.
34

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City of Beaumont — City Halll ADA Ramps
Request for bid BEAUMONT CIP F-03
-CALIFORNIA-

PAYMENT BOND
KNOW ALL MEN BY THESE PRESENTS That
WHEREAS, the City of Beaumont (hereinafter designated as the "City"), by action taken or a resolution passed , 2024 has awarded to
hereinafter designated as the "Principal," a contract for the work described as follows:
(the "Project"); and
WHEREAS, said Principal is required to furnish a bond in connection with said contract; providing that if said Principal or any of its Subcontractors shall fail to pay for any materials, provisions, provender, equipment, or other supplies used in, upon, for or about the performance of the work contracted to be done, or for any work or labor done thereon of any kind, or for amounts due under the Unemployment Insurance Code or for any amounts required to be deducted, withheld, and paid over to the Employment Development Department from the wages of employees of said Principal and its Subcontractors with respect to such work or labor the Surety on this bond will pay for the same to the extent hereinafter set forth.

NOW THEREFORE, we, the Principal and as Surety,
are held and firmly bound unto the City in the penal sum of Dollars ($ ) lawful money of the United States of America, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH that if said Principal, his or its subcontractors, heirs, executors, administrators, successors or assigns, shall fail to pay any of the persons named in Section 3181 of the Civil Code, fail to pay for any materials, provisions or other supplies, used in, upon, for or about the performance of the work contracted to be done, or for any work or labor thereon of any kind, or amounts due under the Unemployment Insurance Code with respect to work or labor performed under the contract, or for any amounts required to be deducted, withheld, and paid over to the Employment Development Department or Franchise Tax Board from the wages of employees of the contractor and his subcontractors pursuant to Section 18663 of the Revenue and Taxation Code, with respect to such work and labor the Surety or Sureties will pay for the same, in an amount not exceeding the sum herein above specified, and also, in case suit is brought upon this bond, all litigation expenses incurred by the City in such suit, including reasonable attorneys' fees, court costs, expert witness fees and investigation expenses.

This bond shall inure to the benefit of any of the persons named in Section 3181 of the Civil Code so as to give a right of action to such persons or their assigns in any suit brought upon this bond.
35

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City of Beaumont — City Halll ADA Ramps
Request for bid BEAUMONT CIP F-03
-CALIFORNIA-
It is further stipulated and agreed that the Surety on this bond shall not be exonerated or released from the obligation of this bond by any change, extension of time for performance, addition, alteration or modification in, to, or of any contract, plans, specifications, or agreement pertaining or relating to any scheme or work of improvement herein above described, or pertaining or relating to the furnishing of labor, materials, or equipment therefore, nor by any change or modification of any terms of payment or extension of the time for any payment pertaining or relating to any scheme or work of improvement herein above described, nor by any rescission or attempted rescission or attempted rescission of the contract, agreement or bond, nor by any conditions precedent or subsequent in the bond attempting to limit the right of recovery of claimants otherwise entitled to recover under any such contract or agreement or under the bond, nor by any fraud practiced by any person other than the claimant seeking to recover on the bond and that this bond be construed most strongly against the Surety and in favor of all persons for whose benefit such bond is given, and under no circumstances shall Surety be released from liability to those for whose benefit such bond has been given, by reason of any breach of contract between the owner or City and original contractor or on the part of any obligee named in such bond, but the sole conditions of recovery shall be that claimant is a person described in Section 3110 or 3112 of the Civil Code, and has not been paid the full amount of his claim and that Surety does hereby waive notice of any such change, extension of time, addition, alteration or modification herein mentioned.

IN WITNESS WHEREOF, two (2) identical counterparts of this instrument, each of which shall for all purposes be deemed unoriginal thereof, have been duly executed by the Principal and Surety above named, on the day of
20 the name and corporate seal of each corporate party being hereto affixed and these presents duly signed by its undersigned representative pursuant to authority of its governing body.
(Corporate Seal of Principal,
if corporation) Principal (Property Name of Contractor) By
(Signature of Contractor)
(Seal of Surety)
Surety
By
Attorney in Fact
(Attached Attorney -In -Fact Certificate and Required Acknowledgements) *Note: Appropriate Notarial Acknowledgments of Execution by Contractor and +surety and a power of Attorney MUST BE ATTACHED.
36

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City of Beaumont City Halll ADA Ramps
Request for bid BEAUMONT CIP F-03
-CALIFORNIA-
02 PUBLIC WORKS AGREEMENT
CIP F-03 City Hall ADA Ramps
37

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City of Beaumont City Halll ADA Ramps
Request for bid BEAUMONT CIP F-03
-CALIFORNIA-
03 GENERAL CONDITIONS
CIP F-03 City Hall ADA Ramps
38

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City of Beaumont City Halll ADA Ramps
Request for bid BEAUMONT CIP F-03
-CALIFORNIA-
04 SPECIAL CONDITIONS
CIP F-03 City Hall ADA Ramps
39

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City of Beaumont City Halll ADA Ramps
Request for bid BEAUMONT CIP F-03
-CALIFORNIA-
05 SPECIAL FEDERAL PROVISIONS
CIP F-03 City Hall ADA Ramps
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City of Beaumont City Halll ADA Ramps
Request for bid BEAUMONT CIP F-03
-CALIFORNIA-
06 TECHNICAL SPECIFICATIONS
CIP F-03 City Hall ADA Ramps
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City of Beaumont City Halll ADA Ramps
Request for bid BEAUMONT CIP F-03
-CALIFORNIA-
07 CONTRACT DRAWINGS
CIP F-03 City Hall ADA Ramps
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City of Beaumont City Halll ADA Ramps
Request for bid BEAUMONT CIP F-03
-CALIFORNIA-
08 APPENDICES
CIP F-03 City Hall ADA Ramps
43

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C23-102

CITY OF BEAUMONT

PUBLIC WORKS AGREEMENT
This PUBLIC WORKS AGREEMENT ("Agreement") is made and effective April , 2024, by and between the City of Beaumont, a municipal corporation ("CITY"), and ("CONTRACTOR"), a California Corporation. In
consideration of the mutual covenants and conditions set forth herein, the parties agree as follows:

I. SCOPE OF WORK
The CONTRACTOR shall perform within the time set forth in Article 2 of this Agreement and shall furnish all labor, materials, equipment, tools, utility services, and transportation and perform and complete all work required in connection with the (hereinafter "Project"). CONTRACTOR's
Bid, dated , 2024, is attached hereto as Exhibit A and
incorporated herein by this reference. The Scope of Work for the Project is set forth in the Invitation. In the event that any terms of the Bid are different from the Invitation for Bids, the Invitation for Bids shall control. Any additional terms in the Bid that purport to bind the City to any additional terms not contained in this Agreement and related attachments shall not be binding on the City.

By entering into this Agreement, CONTRACTOR acknowledges that there may be other contractors on the site whose work will be coordinated with that of its own. CONTRACTOR expressly warrants and agrees that it will cooperate with other contractors and will do nothing to delay, hinder, or interfere with the work of other separate contractors, the CITY, the Construction Manager, the Engineer, or utilities. CONTRACTOR also expressly agrees that, in the event its work is hindered, delayed, interfered with, or otherwise affected by a separate contractor, its sole remedy will be a direct action against the separate contractor. To the extent allowed by law, the CONTRACTOR will have no remedy, and hereby expressly waives any remedy against the CITY, the Construction Manager (if any), and the Engineer on account of delay, hindrance, interference, or other events.

II. TIME FOR PROJECT COMPLETION
All of CONTRACTOR's work on the Project shall be completed within durations established for the individual activities. All work shall commence ten (10) calendar days after receiving a written Notice of Award from the CITY or Construction Manager, if a Construction Manager is employed by CITY on the Project. CONTRACTOR shall refer to the invitations for bids, and Project Plans and Specifications, all of which, as set forth below, are incorporated herein by reference, for contractual obligations regarding individual activity durations.

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III. THE CONTRACT SUM
The CITY shall pay to the CONTRACTOR for the performance of this Agreement, subject to any additions and deductions provided in the Project documents, the sum of Dollars and
Cents ($ ).

IV. PROGRESS PAYMENTS
Based upon Applications for Payment submitted to the Engineer by the CONTRACTOR and Certificates for Payment issued by the Engineer, the CITY shall make progress payments on account of the Contract Sum to the CONTRACTOR as provided in the General Conditions, which are fully incorporated into this Agreement by this reference.

This Agreement is subject to the provisions of Article 1.7 (commencing at Section 20104.50) of Division 2, Part 3 of the Public Contract Code regarding prompt payment of contractors by local governments. Article 1.7 mandates certain procedures for the payment of undisputed and properly submitted payment requests within 30 days after receipt, for the review of payment requests, for notice to Contractor of improper payment requests, and provides for the payment of interest on progress payment requests which are not timely made in accordance with that Article. This Agreement hereby incorporates the provisions of Article 1.7 as though fully set forth herein.

V. INDEMNITY, DEFENSE AND HOLD HARMLESS AGREEMENT
CONTRACTOR shall indemnify, defend with legal counsel approved by CITY, and hold harmless CITY, its officers, officials, employees and volunteers from and against all liability, loss, damage, expense, cost (including without limitation reasonable legal counsel fees, expert fees and all other costs and fees of litigation) of every nature arising out of or in connection with CONTRACTOR's negligence, recklessness or willful misconduct in the performance of work hereunder or its failure to comply with any of its obligations contained in this Agreement, except such loss or damage which is caused by the sole or active negligence or willful misconduct of the CITY. Should conflict of interest principles preclude a single legal counsel from representing both CITY and CONTRACTOR, or should CITY otherwise find CONTRACTOR's legal counsel unacceptable, then CONTRACTOR shall reimburse the CITY its costs of defense, including without limitation reasonable legal counsels fees, expert fees and all other costs and fees of litigation. The CONTRACTOR shall promptly pay any final judgment rendered against the CITY (and its officers, officials, employees and volunteers) with respect to claims determined by a trier of fact to have been the result of the CONTRACTOR's negligent, reckless or wrongful performance. It is expressly understood and agreed that the foregoing provisions

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are intended to be as broad and inclusive as is permitted by the law of the State of California and will survive termination of this Agreement.

CONTRACTOR obligations under this section apply regardless of whether or not such claim, charge, damage, demand, action, proceeding, loss, stop notice, cost, expense, judgment, civil fine or penalty, or liability was caused in part or contributed to by an Indemnitee. However, without affecting the rights of CITY under any provision of this agreement, CONTRACTOR shall not be required to indemnify and hold harmless CITY for liability attributable to the active negligence of CITY, provided such active negligence is determined by agreement between the parties or by the findings of a court of competent jurisdiction. In instances where CITY is shown to have been actively negligent and where CITY active negligence accounts for only a percentage of the liability involved, the obligation of CONTRACTOR will be for that entire portion or percentage of liability not attributable to the active negligence of CITY.

VI. PREVAILING WAGES
A. Contractor shall comply with all applicable laws and regulations relating to prevailing wages. Wage rates for this Project shall be in accordance with the "General Wage Determination Made By the Director of Industrial Relations Pursuant To California Labor Code, Part 7, Chapter 1, Article 2, Sections 1770, 1773 and 1773.1", for Riverside County. Wage rates shall conform with those posted at Beaumont City Hall and the Project site.

B. The following Labor Code sections are hereby referenced and made a part of this Agreement:

1. Section 1775 - Penalty for Failure to Comply with Prevailing Wage Rates.

2. Section 1777.4 - Apprenticeship Requirements.

3. Section 1777.5 - Apprenticeship Requirements.

4. Section 1813 - Penalty for Failure to Pay Overtime.

5. Sections 1810 and 1811 - Working Hour Restrictions.

6. Section 1775 - Payroll Records.

7. Section 1773.8 - Travel and Subsistence Pay.

VII. RECORD AUDIT
In accordance with Government Code, Section 8546.7, records of both the CITY and the CONTRACTOR shall be subject to examination and audit by the Auditor General for a period of three (3) years after final payment.

VIII. FINAL PAYMENT

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Final payment, constituting the entire unpaid balance of the Agreement Sum, shall be paid by the CITY to the CONTRACTOR no sooner than thirty-five (35) days after a Notice of Completion has been recorded, unless otherwise stipulated in the Notice of Completion, provided the work has then been completed, the Agreement fully performed, and a final Certificate for Payment has been issued by the Engineer.

IX. CONTRACTOR'S FAILURE TO PROCURE COMPLETION OF PROJECT In the event CONTRACTOR fails to furnish tools, equipment, or labor in the necessary quantity or quality, or fails to prosecute the work or any part thereof contemplated by this Agreement in a diligent and workmanlike manner, and if the CONTRACTOR for a period of three (3) calendar days after receipt of written demand from CITY or its designated representative to do so, fails to furnish tools, equipment, or labor in the necessary quantity or quality, and to prosecute its work and all parts thereof in a diligent and workmanlike manner, or after commencing to do so within said three (3) calendar days, fails to continue to do so; then the CITY may exclude the CONTRACTOR from the premises, or any portion thereof, and take possession of said premises or any portion thereof, together with all material and equipment thereon, and may complete the work contemplated by this Agreement or any portion of said work, either by furnishing the tools, equipment, labor or material necessary, or by letting the unfinished portion of said work, or the portion taken over by the CITY to another contractor or by a combination of such methods. In any event, the procuring of the completion of said work, or the portion thereof taken over by the CITY, shall be a charge against the CONTRACTOR, and may be deducted from any money due or becoming due to CONTRACTOR from the CITY, or the CONTRACTOR shall pay the CITY the amount of said charge, or the portion thereof unsatisfied. The sureties, provided for under this Agreement shall become liable for payment should CONTRACTOR fail to pay in full any said cost incurred by the CITY.

X. INSURANCE
Prior to the beginning of and throughout the duration of the Project, CONTRACTOR and its subcontractors shall maintain insurance in conformance with the requirements set forth below. Attached hereto as Exhibit C are copies of Certificates of Insurance and the waiver of subrogation endorsement as required by Section 6.B.1. CONTRACTOR will use existing coverage to comply with these requirements. If that existing coverage does not meet the requirements set forth herein, CONTRACTOR agrees to amend, supplement or endorse the existing coverage to do so.

CONTRACTOR acknowledges that the insurance coverage and policy limits set forth in this section constitute the minimum amount of coverage required. Any insurance proceeds available to CONTRACTOR or its subcontractors in excess

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of the limits and coverage identified in this Agreement and which is applicable to a given loss, claim or demand, will be equally available to CITY.

A. Types of Insurance
Without limiting CONTRACTOR's indemnification of CITY, and prior to commencement of Work, CONTRACTOR shall obtain, provide and maintain at its own expense during the term of this Agreement, policies of insurance of the type and amounts described below and in a form satisfactory to CITY:

1. General liability insurance. CONTRACTOR shall maintain commercial general liability insurance with coverage at least as broad as Insurance Services Office form CG 00 01, in an amount not less than $1,000,000 per occurrence, $2,000,000 general aggregate, for bodily injury, personal injury, and property damage, and a $2,000,000 completed operations aggregate. The policy must include contractual liability that has not been amended. Any endorsement restricting standard ISO "insured contract" language will not be accepted.

2. Automobile liability insurance. CONTRACTOR shall maintain automobile insurance at least as broad as Insurance Services Office form CA 00 01 covering bodily injury and property damage for all activities of the CONTRACTOR arising out of or in connection with Work to be performed under this Agreement, including coverage for any owned, hired, non -owned or rented vehicles, in an amount not less than $1,000,000 combined single limit for each accident.

3. Umbrella or excess liability insurance. If CONTRACTOR is using umbrella coverage to meet part of its liability insurance requirements under Paragraph 1 of this Section, CONTRACTOR shall obtain and maintain an umbrella or excess liability insurance that will provide bodily injury, personal injury, completed operations and property damage liability coverage at least as broad as the primary coverages set forth above, including commercial general liability and employer's liability. Such policy or policies shall include the following terms and conditions:
• A drop down feature requiring the policy to respond in the event that any primary insurance that would otherwise have applied proves to be uncollectable in whole or in part for any reason; • Pay on behalf of wording as opposed to reimbursement; • Concurrency of effective dates with primary policies; • Policies shall "follow form" to the underlying primary policies; and
• Insureds under primary policies shall also be insureds under the umbrella or excess policies.

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4. Workers' compensation insurance. CONTRACTOR shall maintain Workers' Compensation Insurance (Statutory Limits) and Employer's Liability Insurance (with limits of at least $1,000,000) for CONTRACTOR's employees in accordance with the laws of the State of California, Section 3700 of the Labor Code. In addition, CONTRACTOR shall require each subcontractor to similarly maintain Workers' Compensation Insurance and Employer's Liability Insurance in accordance with the laws of the State of California, Section 3700 for all of the subcontractor's employees.

CONTRACTOR shall submit to CITY, along with the certificate of insurance, a Waiver of Subrogation endorsement in favor of CITY, its officers, agents, employees and volunteers.

5. Pollution liability insurance. Environmental Impairment Liability Insurance shall be written on a CONTRACTOR's Pollution Liability form or other form acceptable to CITY providing coverage for liability arising out of sudden, accidental and gradual pollution and remediation. The policy limit shall be no less than $1,000,000 dollars per claim and in the aggregate. All activities contemplated in this Agreement shall be specifically scheduled on the policy as "covered operations." The policy shall provide coverage for the hauling of waste from the project site to the final disposal location, including non -owned disposal sites.

Products/completed operations coverage shall extend a minimum of three (3) years after project completion. Coverage shall be included on behalf of the insured for covered claims arising out of the actions of independent contractors.

If the insured is using subcontractors, the Policy must include work performed "by or on behalf" of the insured. Policy shall contain no language that would invalidate or remove the insurer's duty to defend or indemnify for claims or suits expressly excluded from coverage. Policy shall specifically provide for a duty to defend on the part of the insurer. The CITY, its officials, officers, agents, and employees, shall be included as insureds under the policy.

6. Builder's risk insurance. Upon commencement of construction and with approval of CITY, CONTRACTOR shall obtain and maintain builder's risk insurance for the entire duration of the Project until only the CITY has an insurable interest. The Builder's Risk coverage shall include the coverages as specified below.

The named insureds shall be CONTRACTOR and CITY, including its officers, officials, employees, and agents. All Subcontractors (excluding those solely responsible for design Work) of any tier and suppliers shall be included as additional insureds as their interests may

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appear. CONTRACTOR shall not be required to maintain property insurance for any portion of the Project following transfer of control thereof to CITY. The policy shall contain a provision that all proceeds from the builder's risk policy shall be made payable to the CITY. The CITY will act as a fiduciary for all other interests in the Project.

Policy shall be provided for replacement value on an "all risk" basis for the completed value of the project. There shall be no coinsurance penalty or provisional limit provision in any such policy. Policy must include: (1) coverage for any ensuing loss from faulty workmanship, Nonconforming Work, omission or deficiency in design or specifications; (2) coverage against machinery accidents and operational testing; (3) coverage for removal of debris, and insuring the buildings, structures, machinery, equipment, materials, facilities, fixtures and all other properties constituting a part of the Project; (4) Ordinance or law coverage for contingent rebuilding, demolition, and increased costs of construction; (5) transit coverage (unless insured by the supplier or receiving contractor), with sub -limits sufficient to insure the full replacement value of any key equipment item; (6) Ocean marine cargo coverage insuring any Project materials or supplies, if applicable; (7) coverage with sub -limits sufficient to insure the full replacement value of any property or equipment stored either on or off the Site or any staging area. Such insurance shall be on a form acceptable to CITY to ensure adequacy of terms and sublimits and shall be submitted to the CITY prior to commencement of construction.

B. Other provisions or requirements

1. Proof of insurance. CONTRACTOR shall provide certificates of insurance to CITY as evidence of the insurance coverage required herein, along with a waiver of subrogation endorsement for workers' compensation. Insurance certificates and endorsements must be approved by CITY's risk manager prior to commencement of performance. Current certification of insurance shall be kept on file with CITY at all times during the term of this contract. CITY reserves the right to require complete, certified copies of all required insurance policies, at any time.

2. Duration of coverage. CONTRACTOR shall procure and maintain for the duration of the contract insurance against claims for injuries to persons or damages to property, which may arise from or in connection with the performance of the Work hereunder by CONTRACTOR, his agents, representatives, employees or
subcontractors. CONTRACTOR must maintain general liability and umbrella or excess liability insurance for as long as there is a statutory exposure to completed operations claims. CITY and its officers,

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officials, employees, and agents shall continue as additional insureds under such policies.

3. Primary/noncontributing. Coverage provided by CONTRACTOR shall be primary and any insurance or self-insurance procured or maintained by CITY shall not be required to contribute with it. The limits of insurance required herein may be satisfied by a combination of primary and umbrella or excess insurance. Any umbrella or excess insurance shall contain or be endorsed to contain a provision that such coverage shall also apply on a primary and non-contributory basis for the benefit of CITY before the CITY's own insurance or self-insurance shall be called upon to protect it as a named insured.

4. CITY's rights of enforcement. In the event any policy of insurance required under this Agreement does not comply with these requirements or is canceled and not replaced, CITY has the right but not the duty to obtain the insurance it deems necessary and any premium paid by CITY will be promptly reimbursed by CONTRACTOR or CITY will withhold amounts sufficient to pay premium from CONTRACTOR payments. In the alternative, CITY may cancel this Agreement.

5. Acceptable insurers. All insurance policies shall be issued by an insurance company currently authorized by the Insurance Commissioner to transact business of insurance or is on the List of Approved Surplus Line Insurers in the State of California, with an assigned policyholders' Rating of A- (or higher) and Financial Size Category Class VII (or larger) in accordance with the latest edition of Best's Key Rating Guide, unless otherwise approved by the CITY's risk manager.

6. Waiver of subrogation. All insurance coverage maintained or procured pursuant to this agreement shall be endorsed to waive subrogation against CITY, its elected or appointed officers, agents, officials, employees and volunteers or shall specifically allow CONTRACTOR or others providing insurance evidence in compliance with these specifications to waive their right of recovery prior to a loss.

CONTRACTOR hereby waives its own right of recovery against CITY, and shall require similar written express waivers and insurance clauses from each of its subconsultants.

7. Enforcement of contract provisions (non estoppel).

CONTRACTOR acknowledges and agrees that any actual or alleged failure on the part of the CITY to inform CONTRACTOR of non- compliance with any requirement imposes no additional obligations on the CITY nor does it waive any rights hereunder.

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8. Requirements not limiting. Requirements of specific coverage features or limits contained in this Section are not intended as a limitation on coverage, limits or other requirements, or a waiver of any coverage normally provided by any insurance. Specific reference to a given coverage feature is for purposes of clarification only as it pertains to a given issue and is not intended by any party or insured to be all inclusive, or to the exclusion of other coverage, or a waiver of any type.

If the CONTRACTOR maintains higher limits than the minimums shown above, the CITY requires and shall be entitled to coverage for the higher limits maintained by the CONTRACTOR. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the CITY.

9. Notice of cancellation. CONTRACTOR agrees to oblige its insurance agent or broker and insurers to provide to CITY with a thirty (30) day notice of cancellation (except for nonpayment for which a ten (10) day notice is required) or nonrenewal of coverage for each required coverage.

10.Additional insured status. General liability policies shall provide or be endorsed to provide that CITY and its officers, officials, employees, agents, and volunteers shall be additional insureds under such policies. This provision shall also apply to any excess/umbrella liability policies.

11. Prohibition of undisclosed coverage limitations. None of the coverages required herein will be in compliance with these requirements if they include any limiting endorsement of any kind that has not been first submitted to CITY and approved of in writing.

12. Separation of insureds. A severability of interests provision must apply for all additional insureds ensuring that CONTRACTOR's insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the insurer's limits of liability. The policy(ies) shall not contain any cross -liability exclusions.

13. Pass through clause. CONTRACTOR agrees to ensure that its subconsultants, subcontractors, and any other party involved with the project who is brought onto or involved in the project by CONTRACTOR, provide the same minimum insurance coverage and endorsements required of CONTRACTOR. CONTRACTOR agrees to monitor and review all such coverage and assumes all responsibility for ensuring that such coverage is provided in conformity with the requirements of this section. CONTRACTOR agrees that upon

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request, all agreements with consultants, subcontractors, and others engaged in the project will be submitted to CITY for review.

14.CITY's right to revise requirements. The CITY reserves the right at any time during the term of the contract to change the amounts and types of insurance required by giving the CONTRACTOR a ninety (90) day advance written notice of such change. If such change results in substantial additional cost to the CONTRACTOR, the CITY and CONTRACTOR may renegotiate CONTRACTOR's compensation.

15.Self-insured retentions. Any self -insured retentions must be declared to and approved by CITY. CITY reserves the right to require that self - insured retentions be eliminated, lowered, or replaced by a deductible.

Self-insurance will not be considered to comply with these specifications unless approved by CITY.

16.Timely notice of claims. CONTRACTOR shall give CITY prompt and timely notice of claims made or suits instituted that arise out of or result from CONTRACTOR's performance under this Agreement, and that involve or may involve coverage under any of the required liability policies.

17.Additional insurance. CONTRACTOR shall also procure and maintain, at its own cost and expense, any additional kinds of insurance, which in its own judgment may be necessary for its proper protection and prosecution of the Work.

XI. CONTRACTOR'S LICENSE
CONTRACTOR must possess at the time of commencing work and throughout the Project duration, a Contractor's License, issued by the State of California, which is current and in good standing. CONTRACTOR shall ensure that any subcontractor working on the Project possesses at the time of commencing work and throughout the Project duration, a Contractor's License, issued by the State of California, which is current and in good standing.

XII. REGISTRATION REQUIREMENTS
A. Pursuant to Section 1771.1(a) of the Labor Code: "A contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work, as defined in this chapter, unless currently registered and qualified to perform public work pursuant to Section 1725.5. It is not a violation of this section for an unregistered contractor to submit a bid that is authorized by Section 7029.1 of the Business and Professions Code

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or by Section 10164 or 20103.5 of the Public Contract Code, provided the contractor is registered to perform public work pursuant to Section 1725.5 at the time the contract is awarded."
B. CONTRACTOR must be registered with the Department of Industrial Relations (DIR) of the State of California in order to be eligible to work on public works projects. CONTRACTOR must ensure registration with the DIR that is active and in good standing.

C. No contractor or subcontractor may be listed on a bid proposal for a public works project (submitted on or after March 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5 [with limited exceptions from this requirement for bid purposes only under Labor Code section 1771.1(a)].

No contractor or subcontractor may be awarded a contract for public work on a public works project (awarded on or after April 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5.

This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations.

D. The CONTRACTOR is not subject to public works requirements (including registration with the DIR) if the public works project is under $1,000, unless the CITY knows that the same CONTRACTOR will be awarded total project costs in excess of $1,000 for a given year.

XIII. CORPORATION IN GOOD STANDING
If CONTRACTOR is a corporation, the undersigned hereby represents and warrants that the corporation is duly incorporated and in good standing in the State of California, and that David Van Dyke whose title is President is authorized to act for and bind the corporation.

XIV. PROVISIONS REQUIRED BY LAW
Each and every provision of law and clause required by law to be inserted in this Agreement shall be deemed to be inserted herein and the Agreement shall be read and enforced as though it were included herein, and if through mistake or otherwise any such provision is not inserted, or is not currently inserted, then upon application of either party the Agreement shall forthwith be physically amended to make such insertion or correction.

XV. SUBSURFACE HAZARDOUS MATERIALS

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A. In the event trenches or other excavations extend deeper than four (4) feet below the surface, the CONTRACTOR shall promptly, and before the following conditions are disturbed, notify the CITY in writing of any:

1. Material that the CONTRACTOR believes may be material that is hazardous waste, as defined in Section 25117 of the Health and Safety Code that is required to be removed to a Class I, Class II or Class III disposal site in accordance with the provisions of existing law.

2. Subsurface or latent physical conditions at the site differing from those indicated.

3. Unknown physical conditions at the site of any unusual nature, different materially from those ordinarily encountered and generally recognized as inherent in the Work or the character provided for in the CONTRACT.

B. Upon receipt of said notification the CITY will investigate the conditions, and if it finds that the conditions do materially so differ, or do involve hazardous waste, and cause a decrease or increase in the CONTRACTOR's cost of or the time required for performance of any part of the work, the CITY will issue a change order under the procedures described in the General Conditions.

C. In the event that a dispute arises between the CITY and the CONTRACTOR whether the conditions materially differ, or involve hazardous waste or cause a decrease or increase in the CONTRACTOR's cost of or time required for performance of any part of the work, the CONTRACTOR shall not be excused from any scheduled completion date provided for by the Agreement, but shall proceed with all work to be performed under the Agreement. The CONTRACTOR shall retain any and all rights provided either by Agreement or by law which pertain to the resolution of disputes and protests between the contracting parties.

XVI. COMPONENT PARTS OF THE CONTRACT
This Agreement entered into consists of the following CONTRACT DOCUMENTS, all of which are component parts of the Agreement as if herein set out in full or attached hereto:
❑Notice Inviting Bids
❑Scope of Work Summary
❑ Information for Bidders
❑ Bid Form
❑Non -Collusion Affidavit
❑Site Visit Certification
❑Faithful Performance Bond
❑ Labor and Materials Payment
Bond
❑General and Supplemental
Conditions
❑Special Conditions
El Project Construction Schedule
❑Proposed Subcontractors

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❑ Bid Bond
❑ Information Required of Bidder
❑Construction Services Agreement
❑Certificate Regarding Worker's
❑Compensation
❑ Drug -free Workplace Certification
❑ Plans and Specifications
❑Addenda
❑Drawings
❑Change Orders
❑Shop Drawing Transmittals
❑Contractor's Certificate Regarding
❑Non -Asbestos Containing
Materials
All of the above -named CONTRACT DOCUMENTS are intended to be complementary. Work required by one of the above -named CONTRACT DOCUMENTS and not by others shall be done as if required by all.

XVII. ENTIRE CONTRACT
This Agreement constitutes the entire contract of the parties. No other agreements or contracts, whether oral or written, pertaining to the work to be performed, exists between the parties. This Agreement can be modified only by an amendment in writing, signed by both parties.
[Signatures on following page.]

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SIGNATURE PAGE TO

CITY OF BEAUMONT

PUBLIC WORKS AGREEMENT
CITY:

CITY OF BEAUMONT
By:

CONTRACTOR:

TSR Construction and Inspection
By:

Print Name:

Title:

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CITY OF BEAUMONT

PUBLIC WORKS AGREEMENT
EXHIBIT "A"

INVITATION FOR BIDS
15

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CITY OF BEAUMONT

PUBLIC WORKS AGREEMENT
EXHIBIT "B"
CONTRACTOR'S Bid
16

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Beaumont City CouncilMay 7, 2024

Beaumont City Council
May 7, 2024