Beaumont City Council
June 2, 2026

belc!'6
elecnor
Ralph Antuna
General Superintendent
Summary
Over 20 years in the construction industry performing various work as an Electrician.

Work History
Elecnor Belco Electric, Inc.

General Superintendent
Oversee all field operations
2016 — Present
Flatiron Electric, Inc. 2012 — 2016
General Foreman
Oversee and coordinate multiple projects within Southern California Division Moore Electrical Contracting, Inc. 2002 — 2012
Foreman
Oversee and coordinate multiple projects within San Bernardino / Riverside Counties HCI Corp. 1999 — 2002
Foreman
Oversee and coordinate multiple projects within San Bernardino / Riverside Counties Paul Gardner Corp. 1992 - 1999
Wireman / Operator
Shacklett Construction 1984 -1992
Laborer
l o We think about a better world
„.,,,„„ www.e&ecnorbelco.com
14320 Albers Way
Chino, CA 91710
(909) 993-5470 Office
(909) 993-5476 Fax
CA License 738518

belt°
elecnor
Projects
• The San Fernando Valley Metro Rapidway Project
• Metro Orange Line Transportation Project
• 405 / 55 Connector Project
• Bob Hope / Ramona Avenue Bridge
• Riverside Avenue Bridge
• 10 / 60 Connector Lighting Project
• Big Bear Dam
• Ortega Highway / Antonio Parkway Lighting & Signal
• Mission Boulevard Grade Separation
• Highway 178 Extension Project
• Ranchero Avenue Bridge
• Clyde V. Kane Rest Stop
Education / Training / Certifications
• Control Data Institute Technical School
• IBEW Trained State Certified Electrician
• OSHA 30
• CPR
We think about a better world
beico www.elecnorbelco.com
14320 Albers Way
Chino, CA 91710
(909) 993-5470 Office
(909) 993-5476 Fax
CA License 738518

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

R25-13 Pennsylvania and First
BEAUMONT Traffic Signal Upgrades
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
ELECOR BEF,CO ELECTRIC, INC.

Jo
NG, .1 • CUTivE VICE PRESIDENT
4/30/26

INFORMATION REQUIRED OF BIDDERS
30

City of Beaumont
Invitation for bid
R25-13 Pennsylvania and First
BEAUMONT Traffic Signal Upgrades

NON -COLLUSION AFFIDAVIT
R25-13 PENNSYLVANIA AND FIRST TRAFFIC SIGNAL UPGRADES
JOHN WONG , being first duly sworn, deposes and says that he is of ELECNOR BELCO ELECTRIC, INC. 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.
l 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 ELECNOR BELCO ELECTRIC, INC.

Signature
Name and Title Jo]
Dated
4/30/26

CUTIVE VICE PRESIDENT

NON -COLLUSION AFFIDAVIT
31

C26-64

CITY OF BEAUMONT

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

H L I \ V

CERTIFICATE OF LIABILITY INSURANCE

DATE (MM/DD/YYYY)
05/20/2026
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS

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

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

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

PRODUCER
Willis Towers Watson Northeast, Inc.
c/o 26 Century Blvd
P.O. Box 305191
Nashville, TN 372305191 USA
CONTACT Marie Hofer
NAME:
(A/CNNo, Ext): 1-877-945-7378 IaC No); 1-888-467-2378
E-MAIL [email protected]
ADDRESS:

INSURER(S)AFFORDINGCOVERAGE
NAIC#
INSURERA: North Pointe Insurance Company
27740

INSURED
Elecnor Belco Electric, Inc.
14320 Albers Way
Chino, CA 91710
INSURERS: QBE Insurance Corporation
39217
INSURERC: Navigators Insurance Company
42307
INSURERD: Markel American Insurance Company
28932
INSURERE: Travelers Property Casualty Company of Ame
25674
INSURER F :

COVERAGES
CERTIFICATE NUMBER: W46117497
REVISION NUMBER:

THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.

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

ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. `LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LIMITS SHOWN ARE INCLUSIVE OF AMOUNTS REQUESTED BY THE CERTIFICATE HOLDER AND MAY NOT REFLECT POLICY LIMIT AMOUNTS IN EXCESS OF THOSE REQUESTED. *Not Applicable in WY INSR

TYPE OF INSURANCE

INSD NSD
SUBR
WVD

POLICY NUMBER

POLICY EFF
(MM/DDIYYYY)

POLICY EXP
(MM/DDIYYYYI
LIMITS
A
X

COMMERCIAL GENERAL LIABILITY
Y
Y
175001144
11/01/2025
11/01/2026

EACH OCCURRENCE
$ 1,000,000

CLAIMS -MADE X OCCUR

DAMAGE TO RENTED
PREMISES Ea occurrence)
$ 300,000
MED EXP (Any one person)
$ 10,000

PERSONAL&ADVINJURY
$ 1,000,000
GEN'LAGGREGATELIMITAPPLIESPER:

X
POLICY
OTHER:

PRO JECT
LOC

GENERAL AGGREGATE
$ 2,000,000

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

AUTOMOBILE
X

LIABILITY

ANY AUTO
OWNED

AUTOS ONLY
HIRED

AUTOS ONLY

SCHEDULED
AUTOS

NON -OWNED

AUTOS ONLY
Y
Y
165001222
11/01/2025
11/01/2026

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

PROPERTY DAMAGE
(Per accident)
$
$
B
X

UMBRELLA LIAB

EXCESSLIAB
X
OCCUR

CLAIMS -MADE
195001123
11/01/2025
11/01/2026

EACH OCCURRENCE
$ 4,000,000

AGGREGATE
$ 4,000,000
DED
X
RETENT ON $ 10,000
$
A

WORKERS COMPENSATION

AND EMPLOYERS' LIABILITY

ANYPROPRIETOR/PARTNER/EXECUTIVE
OFFICER/MEMBEREXCLUDED?
(Mandatory in NH)
If yes, describe under
DESCRIPTION OF OPERATIONS below
Y / N
No
N/A
Y
155000127
11/01/2025
11/01/2026
X

STATUTE
OTH-
ER
E.L. EACH ACCIDENT
$ 1,000,000
E.L. DISEASE - EA EMPLOYEE
1,000,000
$
E.L. DISEASE - POLICY LIMIT
1,000,000
$
C
1st Excess Liability
$3M xs $4M
RK25EXC918906IV
11/01/2025
11/01/2026
Each Occurrence
Aggregate
$3,000,000
$3,000,000
DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) City of Beaumont - R25-13 Pennsylvania & 1st Traffic Signal Upgrades project.

Certificate Holder is included as an Additional Insured as respects to General Liability and Auto Liability.

General Liability and Auto Liability shall be Primary and Non-contributory with any other insurance in force for or which may be purchased by Additional Insured.

SEE ATTACHED

CERTIFICATE HOLDER

CANCELLATION

SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE

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

AUTHORIZED REPRESENTATIVE
City of Beaumont
550 E. 6th Street
Beaumont, CA 92223
ACORD 25 (2025/12)
© 1988-2025 ACORD CORPORATION. All rights reserved.

The ACORD nanpagtlogt2r1e ofgit4i1E8i marks of ACORD
SR ID: 29968174 BATCH 4454937

AGENCY CUSTOMER ID:

LOC #:

ACORO�

ADDITIONAL REMARKS SCHEDULE

AGENCY
Willis Towers Watson Northeast, Inc.

NAMED INSURED
Elecnor Belco Electric,
14320 Albers Way
Chino, CA 91710
Inc.

POLICY NUMBER
See Page 1

CARRIER
See Page 1

NAIC CODE
See Page
1 EFFECTIVE DATE: See Page
1 ADDITIONAL REMARKS

THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE: Certificate of Liability Insurance Waiver of Subrogation applies in favor of Additional Insured with respects to General Liability, Auto Liability and Worker Compensation, as permitted by law.

Excess policy(ies) is excess over the General Liability, Automobile and Employers Liability.

Additional Insured entities: The City of Beaumont, its elected and appointed officers, employees, agents and volunteers
INSURER AFFORDING COVERAGE: Markel American Insurance Company POLICY NUMBER: MKLM1EUE101088 EFF DATE: 11/01/2025 EXP DATE: 11/01/2026 TYPE OF INSURANCE:
2nd Excess Liability
$5M xs $7M
LIMIT DESCRIPTION:

Each Occurrence
Aggregate
LIMIT AMOUNT:
$5,000,000
$5,000,000
NAIC#: 28932
INSURER AFFORDING COVERAGE: Travelers Property Casualty Company of America NAIC#: 25674 POLICY NUMBER: QT-630-7Y941398-TIL-25 EFF DATE: 11/01/2025 EXP DATE: 11/01/2026 TYPE OF INSURANCE:

Inland Marine - Installation
Floater
LIMIT DESCRIPTION:

Total Limit
Deductible
LIMIT AMOUNT:
$5,000,000
$10,000
ACORD 101 (2008/01)
© 2008 ACORD CORPORATION. All rights reserved.

The ACORD name 4Igygctj 22gt4r44®arks of ACORD
SR ID: 29968174 BATCH: 4454937 CERT: W46117497

POLICY NUMBER: 175001144
Policy Term: 11/1/2025 - 11/1/2026

COMMERCIAL GENERAL LIABILITY
CG 20 10 12 19
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.

ADDITIONAL INSURED - OWNERS, LESSEES OR

CONTRACTORS - SCHEDULED PERSON OR

ORGANIZATION
This endorsement modifies insurance provided under the following:

COMMERCIAL GENERAL LIABILITY COVERAGE PART

SCHEDULE
Name Of Additional Insured Person(s)
Or Organization(s)
Location(s) Of Covered Operations
Any person or organization you are
required under a written contract or
agreement in effect prior to loss or
damage to add as an additional insured to
this policy.

Any location where you are performing
operations and you are required to add
the person or organization described in
Name Of Additional Insured Person(s) Or
Organization(s) of this SCHEDULE as an
additional insured.

Information required to complete this Schedule, if not shown above, will be shown in the Declarations.

A. Section II — Who Is An Insured is amended to
include as an additional insured the person(s) or
organization(s) shown in the Schedule, but only
with respect to liability for "bodily injury", "property damage" or "personal and advertising injury"
caused, in whole or in part, by:

1. Your acts or omissions; or

2. The acts or omissions of those acting on your
behalf;
in the performance of your ongoing operations for
the additional insured(s) at the location(s)
designated above.

However:

1. The insurance afforded to such additional
insured only applies to the extent permitted by
law; and

2. If coverage provided to the additional insured is
required by a contract or agreement, the
insurance afforded to such additional insured
will not be broader than that which you are
required by the contract or agreement to
provide for such additional insured.

B. With respect to the insurance afforded to these
additional insureds, the following additional
exclusions apply:

This insurance does not apply to "bodily injury" or
"property damage" occurring after:

1. All work, including materials, parts or
equipment furnished in connection with such
work, on the project (other than service,
maintenance or repairs) to be performed by or
on behalf of the additional insured(s) at the
location of the covered operations has been
completed; or

2. That portion of "your work" out of which the
injury or damage arises has been put to its
intended use by any person or organization
other than another contractor or subcontractor
engaged in performing operations for a
principal as a part of the same project.

CG 20 10 12 19
© InsurRageellaa aff-filoCI(3ic., 2018

C. With respect to the insurance afforded to these 2. Available under the applicable limits of additional insureds, the following is added to insurance; Section III — Limits Of Insurance: whichever is less.

If coverage provided to the additional insured is
required by a contract or agreement, the most we
will pay on behalf of the additional insured is the
amount of insurance:

1. Required by the contract or agreement; or
This endorsement shall not increase the
applicable limits of insurance.

© Insur lagge'Fai 1Bic., 2018 CG 20 10 12 19

POLICY NUMBER: 175001144 COMMERCIAL GENERAL LIABILITY
Policy Term: 11/1/2025 - 11/1/2026
CG 20 37 12 19
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.

ADDITIONAL INSURED - OWNERS, LESSEES OR

CONTRACTORS - COMPLETED OPERATIONS
This endorsement modifies insurance provided under the following:

COMMERCIAL GENERAL LIABILITY COVERAGE PART

PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART

SCHEDULE
Name Of Additional Insured Person(s)
Or Organization(s)
Location And Description Of Completed Operations
Any person or organization you are
required under a written contract or
agreement in effect prior to loss or
damage to add as an additional insured
to this policy.

Any location where you are performing
operations and you are required to add
the person or organization described in
Name Of Additional Insured Person(s) Or
Organization(s) of this SCHEDULE as an
additional insured.

Information required to complete this Schedule, if not shown above, will be shown in the Declarations.

A. Section II — Who Is An Insured is amended to
include as an additional insured the person(s) or
organization(s) shown in the Schedule, but only
with respect to liability for "bodily injury" or
"property damage" caused, in whole or in part, by
"your work" at the location designated and
described in the Schedule of this endorsement
performed for that additional insured and included
in the "products -completed operations hazard".

However:

1. The insurance afforded to such additional
insured only applies to the extent permitted by
law; and

2. If coverage provided to the additional insured is
required by a contract or agreement, the
insurance afforded to such additional insured
will not be broader than that which you are
required by the contract or agreement to
provide for such additional insured.

B. With respect to the insurance afforded to these
additional insureds, the following is added to
Section III — Limits Of Insurance:

If coverage provided to the additional insured is
required by a contract or agreement, the most we
will pay on behalf of the additional insured is the
amount of insurance:

1. Required by the contract or agreement; or

2. Available under the applicable limits of
insurance;
whichever is less.

This endorsement shall not increase the
applicable limits of insurance.

CG 20 37 12 19
© InsurRagaelliffsaffill41 ac., 2018

Policy No.: 175001144
Policy Term: 11/1/2025 - 11/1/2026

COMMERCIAL GENERAL LIABILITY
CG 20 01 12 19
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.

PRIMARY AND NONCONTRIBUTORY -

OTHER INSURANCE CONDITION
This endorsement modifies insurance provided under the following:

COMMERCIAL GENERAL LIABILITY COVERAGE PART

LIQUOR LIABILITY COVERAGE PART

PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART
The following is added to the Other Insurance
Condition and supersedes any provision to the
contrary:

Primary And Noncontributory Insurance
This insurance is primary to and will not seek
contribution from any other insurance available to
an additional insured under your policy provided
that:
(1) The additional insured is a Named Insured
under such other insurance; and
(2) You have agreed in writing in a contract or
agreement that this insurance would be
primary and would not seek contribution
from any other insurance available to the
additional insured.

CG 20 01 12 19
© Insur lageellias6Xffi*Bic., 2018

POLICY NUMBER: 175001144 COMMERCIAL GENERAL LIABILITY
Policy Term: 11/1/2025 - 11/1/2026
CG 24 04 12 19
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.

WAIVER OF TRANSFER OF RIGHTS OF RECOVERY

AGAINST OTHERS TO US (WAIVER OF SUBROGATION)
This endorsement modifies insurance provided under the following:

COMMERCIAL GENERAL LIABILITY COVERAGE PART

ELECTRONIC DATA LIABILITY COVERAGE PART

LIQUOR LIABILITY COVERAGE PART

POLLUTION LIABILITY COVERAGE PART DESIGNATED SITES

POLLUTION LIABILITY LIMITED COVERAGE PART DESIGNATED SITES

PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART

RAILROAD PROTECTIVE LIABILITY COVERAGE PART

UNDERGROUND STORAGE TANK POLICY DESIGNATED TANKS

SCHEDULE
Name Of Person(s) Or Organization(s):

Any person or organization for whom you perform work under a written contract if the contract requires you to obtain this agreement from us, but only if the contract is executed prior to the injury or damage occurring.

Information recuired to complete this Schedule, if not shown above, will be shown in the Declarations.

The following is added to Paragraph 8. Transfer Of
Rights Of Recovery Against Others To Us of
Section IV — Conditions:

We waive any right of recovery against the person(s)
or organization(s) shown in the Schedule above
because of payments we make under this Coverage
Part. Such waiver by us applies only to the extent that the insured has waived its right of recovery against
such person(s) or organization(s) prior to loss. This
endorsement applies only to the person(s) or
organization(s) shown in the Schedule above.

CG 24 04 12 19
© Insurance Services Office, Inc., 2018 Page 1 of 1

Policy No.: 175001144
Policy Term: 11/1/2025 - 11/1/2026
fil
QBE
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.

AMENDMENT - NOTICE TO OTHERS OF

CANCELLATION
Name of Insured:

Elecnor Belco Electric, Inc.

Policy Number:
175001144
Endorsement Number:

GL -U-2008 (08-20)
Effective Date of Endorsement:
11/01/2025
Name of Insurer:

NORTH POINTE INSURANCE COMPANY
All Coverage Parts and Coverage Forms included in this policy are subject to the following:

SCHEDULE
Name and Address of Person or Organization
Per Schedule on File with the First Named Insured.

Number
of Days
Notice
30 The following is added to the policy:

A. If we cancel the policy by notice to the first Named Insured, for any reason other than nonpayment of premium, we will mail or deliver a copy of such written notice of cancellation to the person(s) or organization(s) shown in the SCHEDULE above.

B. Any copy of notice per paragraph A. above will be mailed or delivered:

1. To the address corresponding to each person or organization indicated in the SCHEDULE above; and GL -U-2008 (08-20)
© QBE , 2020
Includes copyrighted material of Insurance Services Office, Inc., with its permission.

2. At least the number of days set forth in the SCHEDULE prior to the cancellation date applicable to the policy, as advised in our notice to the first Named Insured.

C. If notice per paragraph A. is mailed, proof of mailing will be sufficient proof of notice.

D. Written notices mailed or delivered by us pursuant to the terms of this endorsement are intended only to be an advance notification to the person(s) or organization(s) named in the SCHEDULE of this endorsement in the event of a pending cancellation and shall not operate or be deemed to benefit, directly or indirectly, any person or organization not named in the SCHEDULE above.

All other terms and conditions of the policy remain unchanged.

GL -U-2008 (08-20)
© QBE., 2020
Includes copyrighted material of Insurance Services Office, Inc., with its permission.

POLICY NUMBER: 165001222 COMMERCIAL AUTO
POLICY TERM: 11/1/2025 to 11/1/2026 CA 20 48 10 13
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.

DESIGNATED INSURED FOR

COVERED AUTOS LIABILITY COVERAGE
This endorsement modifies insurance provided under the following:

AUTO DEALERS COVERAGE FORM

BUSINESS AUTO COVERAGE FORM

MOTOR CARRIER COVERAGE FORM
With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by this endorsement.

This endorsement identifies person(s) or organization(s) who are "insureds" for Covered Autos Liability Coverage under the Who Is An Insured provision of the Coverage Form. This endorsement does not alter coverage provided in the Coverage Form.

This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below.

Named Insured: Elecnor Belco Electric, Inc.

Endorsement Effective Date: 11/01/2025

SCHEDULE
Name Of Person(s) Or Organization(s):

Any person or organization you are required under a written contract or agreement in effect prior to loss or damage to add as an additional insured to this policy, but only to the extent required by the written contract or agreement, including any limits of insurance specified therein.

Information required to complete this Schedule, if not shown above, will be shown in the Declarations.

Each person or organization shown in the Schedule is
an "insured" for Covered Autos Liability Coverage, but
only to the extent that person or organization qualifies as an "insured" under the Who Is An Insured provision
contained in Paragraph A.1. of Section II — Covered
Autos Liability Coverage in the Business Auto and
Motor Carrier Coverage Forms and Paragraph D.2. of
Section I — Covered Autos Coverages of the Auto
Dealers Coverage Form.

CA 20 48 10 13
© InsurgageerNietatiffloCac., 2011 Page 1 of 1

POLICY NUMBER: 165001222 COMMERCIAL AUTO
POLICY TERM: 11/1/2025 to 11/1/2026 CA04441013
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.

WAIVER OF TRANSFER OF RIGHTS OF RECOVERY

AGAINST OTHERS TO US (WAIVER OF SUBROGATION)
This endorsement modifies insurance provided under the following:

AUTO DEALERS COVERAGE FORM

BUSINESS AUTO COVERAGE FORM

MOTOR CARRIER COVERAGE FORM
With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement.

This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below.

Named Insured: Elecnor Belco Electric, Inc.

Endorsement Effective Date: 11 /01/2025

SCHEDULE
Name(s) Of Person(s) Or Organization(s):

Any person or organization for whom you perform work under a written contract if the contract requires you to obtain this agreement from us, but only if the contract is executed prior to the injury or damage occurring.

Information required to complete this Schedule, if not shown above, will be shown in the Declarations.

The Transfer Of Rights Of Recovery Against
Others To Us condition does not apply to the
person(s) or organization(s) shown in the Schedule,
but only to the extent that subrogation is waived prior to the "accident" or the "loss" under a contract with
that person or organization.

CA 04 44 10 13
© Insur lag6erNia a ffik1 i Bic., 2011 Page 1 of 1

QBE,,
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.

AMENDMENT - NOTICE TO OTHERS OF

CANCELLATION
Name of Insured:

Elecnor Belco Electric, Inc.

Policy Number:
165001222
Endorsement Number:

CA -U-2025 (12-20)
Effective Date of Endorsement:
11/01/2025
Name of Insurer:

NORTH POINTE INSURANCE COMPANY

SCHEDULE
Name and Address of Person or Organization
Number
of Days
Notice
Per Schedule on File with the First Named Insured.
30 14320 Albers Way
Chino, CA 91710
I] * If this box is checked, notice will not be sent in the event of nonpayment of premium.

Information required to complete this Schedule, if not shown on this endorsement, will be shown in the Declarations.

The following is added to the policy:

A. If we cancel the policy by notice to the first Named Insured, we will mail or deliver a copy of such
written notice of cancellation to the person(s) or
organization(s) shown in the SCHEDULE above.

However, no notice will be mailed or delivered if
cancellation is for nonpayment of premium and the
box in the SCHEDULE above is checked.

B. Any copy of notice per paragraph A. above will be
mailed or delivered:

CA -U-2025 (12-20)

1.To the address corresponding to each person or
organization indicated in the SCHEDULE above;
and

2. At least the number of days set forth in the
SCHEDULE prior to the cancellation date appli-
cable to the policy, as advised in our notice to
the first Named Insured.

C. If notice per paragraph A. is mailed, proof of mailing will be sufficient proof of notice.

46. © QBE., 2020
Includes copyrighted material of Insurance Services Office, Inc.,

Pagevit1>32ofs1i4r 13

D. Written notices mailed or delivered by us pursuant
to the terms of this endorsement are intended only
to be an advance notification to the person(s) or
organization(s) named in the SCHEDULE of this
endorsement in the event of a pending cancellation
and shall not operate or be deemed to benefit,
directly or indirectly, any person or organization not
named in the SCHEDULE above.

All other terms and conditions of the policy remain
unchanged.

CA -U-2025 (12-20)
L,
© QBE., 2020
Includes copyrighted material of Insurance Services Office, Inc.,

Pagevit'it3aeofisii4r 13

QBE
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.

DESIGNATED INSURED - PRIMARY AND

NON-CONTRIBUTORY
Name of Insured:

Elecnor Belco Electric, Inc.

Policy Number:
165001222
Endorsement Number:

CA -U-2014 (12-20)
Effective Date of Endorsement:
11/01/2025
Name of Insurer:

NORTH POINTE INSURANCE COMPANY
This endorsement modifies insurance provided under the following:

BUSINESS AUTO COVERAGE FORM

AUTO DEALERS COVERAGE FORM

MOTOR CARRIER COVERAGE FORM

SCHEDULE
Insured(s):

Any person or organization you are required under a written contract or agreement in effect prior to loss or damage to add as an additional insured to this policy, but only to the extent required by the written contract or agreement, including any limits of insurance specified therein.

Information required to complete this Schedule, if not shown above, will be shown in the Declarations.

A. The following is added to the Other Insurance
Condition in the BUSINESS AUTO COVERAGE
FORM and the Other Insurance — Primary And
Excess Insurance Provisions in the MOTOR
CARRIER COVERAGE FORM and supersedes
any provision to the contrary:

This Coverage Form's Covered Autos Liability
Coverage is primary to and will not seek contribu-
tion from any other insurance available to an "in-
sured" under your policy provided that:

1. Such "insured" is named in the SCHEDULE
above;

2. You have agreed in writing in a contract or
agreement that this insurance would be pri-
mary and would not seek contribution from
CA -U-2014 (12-20)
any other insurance available to such "in-
sured"; and

3. Such contract or agreement is in effect during
the policy period and is signed and executed
before any damage or "loss" occurs.

B. The following is added to the Other Insurance
Condition in the AUTO DEALERS COVERAGE
FORM and supersedes any provision to the con-
trary:

This Coverage Form's Covered Autos Liability
Coverage and General Liability Coverages are
primary to and will not seek contribution from any
other insurance available to an "insured" under
your policy provided that:

1. Such "insured" is named in the SCHEDULE
above;
© QBE , 2020
Includes copyrighted material of Insurance Services Office, Inc., with its permission.

2. You have agreed in writing in a contract or
agreement that this insurance would be pri-
mary and would not seek contribution from
any other insurance available to such "in-
sured"; and

3. Such contract or agreement is in effect during
the policy period and is signed and executed
before any damage or "loss" occurs.

All other terms and conditions of the policy remain un- changed.

CA -U-2014 (12-20)
© QBE , 2020
Includes copyrighted material of Insurance Services Office, Inc., with its permission.

WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 04 03 06 (Ed. 04-84)
WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT — CALIFORNIA We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us.) You must maintain payroll records accurately segregating the remuneration of your employees while engaged in the work described in the Schedule.

The additional premium for this endorsement shall be 2.0% of the California workers' compensation premium otherwise due on such remuneration.

Any person or organization for which you have agreed to waive your rights of recovery in a written contract, provided such contract was executed prior to date of loss.

Schedule
Person or Organization
Job Description
Any person or organization for whom you perform work
under a written contract if the contract requires you to obtain this agreement from us, but only if the contract is executed prior to the injury or damage occurring.

This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective
Insured
Insurance Company
11/01/2025
Elecnor Belco Electric, Inc.

NORTH POINTE

INSURANCE COMPANY
Policy No, 155000127 Endorsement No. 000
Premium
Countersigned by
WC 04 03 06
(Ed. 04-84)

WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 99 03 06 (Ed. 6-12)

NOTICE OF CANCELLATION TO OTHERS ENDORSEMENT
The following is added to Part Six (Conditions):

A. If we cancel this policy for any reason other than nonpayment of premium, by delivering written notice of cancellation to you, we will mail or deliver a copy of such notice to the person(s) or organization(s) shown in the Schedule.

B. The notice of cancellation will be mailed or delivered:

1. To the address corresponding to each person or organization shown in the Schedule.

2. At least the number of days set forth in the Schedule prior to the cancellation date.

C. Proof of mailing will be sufficient proof of notice.

D. This is intended only to be advance notification to the person(s) or organization(s) shown in the Schedule in the event of a pending cancellation and will not operate or be deemed to benefit, directly or indirectly, any person or organization not shown in the Schedule.

Schedule
Name and Address of Person or Organization Number of Days Notice Per Schedule on File with the First Named Insured 30
This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 11/01/2025 Policy No. 155000127 Endorsement No. 000 Insured Elecnor Belco Electric, Inc.

Insurance Company NORTH POINTE INSURANCE COMPANY
Countersigned By
WC 99 03 06
(Ed. 6-12)

ACORD CERTIFICATE OF LIABILITY INSURANCE

DATE (MM/DD/YYYY)
05/18/2026
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS

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

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

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

PRODUCER
MARSH USA LLC.
9830 Colonnade Blvd, Suite 410
San Antonio, TX 78230
Attn: ROW.CertRegrlenstgwash.00m
CNI673644347—Poll- 27

CONTACT
NAME: Marsh I BusingSS & aiertt Services

PHOE FAX
(A/C.NNo. Ext): 8669664664 (A/C, No):

E-MAIL
ADDRESS: [email protected]

INSURER(S) AFFORDING COVERAGE
NAIC #
INSURER A : IIIIn01S UnlOn IrtSILd se Carpany
2 INSURED
E ec nor Woo Electric Inc.
14320 Albers Way
Chino, CA 91710
INSURER B :

INSURER C :

INSURER D :

INSURER E r
INSURER F :

COVERAGES
CERTIFICATE NUMBER:

HOU-004423240-02
REVISION NUMBER: 3

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

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

INSR
LTR

TYPE OF INSURANCE
ADDL
INSD
SUBR
WVD

POLICY NUMBER

POLICY EFF
(MM/DD/YYYY)

POLICY EXP
(MM/DD/YYYY)
LIMITS

COMMERCIAL GENERAL LIABILITY

EACH OCCURRENCE
$

CLAIMS -MADE OCCUR

DAMAGE TO RENTED
PREMISES (Ea occurrence)
MED EXP (Any one person)
$

PERSONAL & ADV INJURY
$
GEN'L

AGGREGATE

LIMIT APPLIES
PRO-
JECT
PER:

LOC

GENERAL AGGREGATE
$

PRODUCTS - COMP/OP AGG
$

AUTOMOBILE

LIABILITY

ANY AUTO
OWNED

SCHEDULED
AUTOS

NON -OWNED

AUTOS ONLY

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

PROPERTY DAMAGE
(Per accident)
$
$

UMBRELLA LIAB

EXCESS LIAB
OCCUR

CLAIMS -MADE

EACH OCCURRENCE
$

AGGREGATE
DED
RETENTION $
$

WORKERS COMPENSATION

AND EMPLOYERS' LIABILITY

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

STATUTE
OTH-
ER
E.L. EACH ACCIDENT
$
E.L. DISEASE - EA EMPLOYEE
$
E.L. DISEASE - POLICY LIMIT
$
A
Environmental Contractors
Pollution Liability
CPYG,46661254-001
03/31/2026
03/31/212/
Per Occurrence/Aggregate
SIR
10,000,000
100,000
DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) The City Of Beaurruit, its elected and appointed o?cefs, errployees, agents and volunteers are included as Additional Insured Where required by written contract.

CERTIFICATE HOLDER

CANCELLATION
City of Beaurmnt
550 E. 6th Street
Beaurront, CA 92223

SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE

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

AUTHORIZED REPRESENTATIVE
',Are
ACORD 25 (2016/03)
© 1988-2016 ACORD CORPORATION. All rights reserved.

The ACORD nampiggodo146rediSiteirtf marks of ACORD

-'=;
BEAU TM _

C A L I F O R NOI NA
California Levine Act Statement
California Government Code Section 84308, commonly referred to as the "Levine Act," prohibits any Beaumont City Council Member from participating in any action related to a contract or application if he or she receives any political contributions totaling more than $500 within the previous twelve months, and for twelve months following the date a final decision from the business/board or applicant.

The Levine Act also requires a member of the Beaumont City Council who has received such a contribution to disclose the contribution on the record of the proceeding.

Current Beaumont City Council Members are listed at:
https://www.beaumontca.gov/29/City-Council
Proposers are responsible for accessing this link to review the names prior to answering the following questions.

1. Have you or your company, or any agent/board member on behalf of you or your company/entity, made any political contributions of more than $500 to any Beaumont City Council Member in the 12 months preceding the date of the submission of your proposal or application, or the anticipated date of any Council action? YES If yes, please identify the Council Member(s):

X NO

2. Do you or your company/entity, or any agency on behalf of you or your company/entity, anticipate or plan to make any political contribution of more than $500 to any Beaumont City Council Member in the 12 months following any Council action related to your proposal or application?
YES If yes, please identify the Council Member(s):

X NO
Answering yes to either of the two questions above does not preclude the Beaumont City Council from awarding a contract or approving an application or any subsequent action. It does however, preclude the identified Council Member(s) from participating in any actions related to your proposal or application.
5/18/2026
Date
John Wong
nature of authorized individual
Elecnor Belco Electric, Inc.

Company/Applicant Name
City of Beaumont 1550 E. 6th Street, Beaumont, CA 92223 I (951) 769-8520 I BeaumontCA.gov

BEAUMONT
-C A L I F O R N A -
Staff Report
TO: Honorable Mayor and Members of the City Council
FROM: Robert L. Vestal, City Engineer I Public Works Director DATE: June 2, 2026
SUBJECT: Pedestrian Crossing at 8th Street and Allegheny Street Description: Discussion on providing a safe route for pedestrians from 8th Street, near Allegheny, to Sundance Elementary School.

Background and Analysis:

On April 20, 2026, Public Works performed an analysis on the pedestrian crossings at 8th Street and Allegheny Street. City staff observed eighteen (18) pedestrians crossing north, across 8th Street in the unmarked and uncontrolled intersection. The pedestrians were predominantly children originating from the nearby apartments, traveling to Sundance Elementary School. The location does not warrant a stop sign, and a mid - block crossing without stop control is unsafe. Subsequently, city staff has identified three options to provide a safe route: Pedestrian -activated signal (HAWK), Sidewalk along 8th Street at the ultimate location, and sidewalk along 8th Street at the Interim location. Refer to Figure 1 for an aerial view of the intersection of 8th Street and Allegheny Street.

Option 1: Pedestrian -Activated Signal ;Hawk)
A HAWK (High -Intensity Activated crosswalk) beacon is a pedestrian -activated signal used at mid -block crossings to stop traffic and improve safety. It remains dark until a pedestrian presses a button, initiating a sequence of flashing yellow, solid yellow, solid red (stop), and flashing red (proceed, if clear) lights. The HAWK system is similar in cost to a traditional signal light, $300,000 to $600,000. Due to the cost, the HAWK system is generally reserved for areas with higher pedestrian conflicts. If this option is selected, a CIP project with funding will need to be created. Design and construction are estimated to cost $400,000 and take 18 months to complete.

Option 2: Sidewalk along the south half of 8th Street at Ultimate Location On May 30, 2026, the City received a final version of the 8th Street Sidewalk Feasibility Study associated with the Capital Improvement Plan project R25-05 8th Street Sidewalk

Feasibility Study. The study analyzed installing a sidewalk along the south half of 8th Street, from Xenia Avenue to Allegheny Street. In summary, the study estimated that the cost to widen 8th Street to the ultimate width, construct sidewalk, and remediate existing residential conflicts would cost -$3,000,000. Much of the cost is associated with new pavement, curb and gutter, and remediating existing landscaping and driveways.

Since the location would be the ultimate location, no further improvements would be necessary in the future by the City or other developments. If this option is selected, a CIP project with funding will need to be created. Refer to attachment A for the 8th Street Sidewalk Feasibility Study. Design and construction are estimated to cost $3,500,000 and take 24 months to complete.

Option 3: Sidewalk along the south half of 8th Street at Interim Location Similar to installing sidewalk along 8th Street at the ultimate location, City staff explored the option to install sidewalk adjacent to existing curb locations at the nominal current street width. The anticipated cost is —$58,000. Due to the cost, this project can be completed using force account labor with city staff. Construction is anticipated to take six (6) months due to planning, outreach, and availability. Because of the significantly lower cost and less time to complete, staff recommends this option over the other two.

Refer to Figure 2 for the approximate alignment of the Option 3 sidewalk.

Figure 1 - Intersection of 8th Street and Allegheny Street tsh p P,^
AVAT,.Aen,-I, :y.

Figure 2 - Option 3 Sidewalk Alignment
Fiscal Impact:

The estimated cost to prepare this staff report is $1,350.

Option 3 will be funded from the Public Works operating budget.

Recommended Action:

Staff recommends that the Council direct staff to construct temporary sidewalk along the south half of 8th Street, from Xenia Avenue to Allegheny Street at the interim location.

Alternative Actions:

Select Option 1 and direct staff to prepare a CIP for the installation of a HAWK system at the intersection of 8th Street and Allegheny Street; or Select Option 2 and direct staff to prepare a CIP for the construction of curb and gutter, sidewalk, and street widening along the south half of 8th Street, from Xenia Avenue to Allegheny Street at the ultimate location.

Attachments:

A. 8th Street Sidewalk Feasibility Study

exp.
8th Street Sidewalk Feasibility Study
City of Beaumont
Project Number:

SBD-24013982-A0
Date submitted:
2025-05-30
Prepared and reviewed by:

Christine Brown
EXP
1650 Iowa Avenue, Suite 110
Riverside, CA 92507
t: 909.563.0525
Approved by:

Vincent Lopez, Project Manager

Project Title: 8T" Street Feasibility Project
Project Number: SBD-24013982-A0
This Feasibility Study has been prepared under the direction of the following registered civil engineer. The RCE attest to the technical information contained herein and the engineering data upon which recommendations, conclusions, and decisions are based.
5/30/2025
Christine Brown, PE Date
RCE No. 92510
S INE
No. 92510
E. 9-30-25
CIVIL,
C' MO

sex p.

Project Title: 8T" Street Feasibility Project
Project Number: SBD-24013982-A0
Table of Contents
Introduction 1
Scope of Work 1
Purpose and Need 1
Key Challenges 2
Utility Analysis 2
Drainage Analysis 3
Right -of -Way Impact Analysis 3
Cost Estimate 3
Schedule 3
Funding Research 3
Safe Streets for All (SS4A) 3
Active Transportation Program (ATP) 4
SB1 (Local Partnership Program) 4
Surface Transportation Block Grants (STBG) 4
Highway Safety Improvement Program (HSIP) 4
Safe Route to School Program (SRTS) 4
Rebuilding American Infrastructure with Sustainability and Equity (RAISE) Grant Program 4 Community Development Block Grant (CDBG) Program 4
List of Appendices
Appendix A — Utility Maps
Appendix B — As-Builts
Appendix C — Preliminary Improvement Plans
Appendix D — Preliminary Cost Estimate
Appendix E — Project Schedule

°exp.

Project Title: 8T" Street Feasibility Project 1
Project Number: SBD-24013982-A0
Introduction
The City of Beaumont, California (City), founded on November 18, 1912, is strategically located in Riverside County in the San Gorgonio Pass. Nestled between the San Bernardino Mountains to the north and the San Jacinto Mountains to the south, the City offers a picturesque setting in Southern California. As of 2025, the City boasts a growing population of approximately 61,902 residents. The City's advantageous location and scenic beauty make it an attractive destination for both residents and businesses, contributing to its steady growth and development.

Scope of Work
The City is conducting a Feasibility Study to evaluate the potential impacts and costs associated with constructing a sidewalk on the south side of 8th Street to close a gap for pedestrian path of travel from the intersection at Xenia Avenue to an existing sidewalk approximately 310 -feet west of Allegheny Street.

This Feasibility Study has been prepared by EXP U.S. Services Inc, on behalf of the City, to assess the impacts and costs of constructing a sidewalk on the south side of 8th Street. If the project is found feasible by the City, the project will then proceed with the preliminary design. Following the completion of the preliminary design, the project will move to final design in which construction bid documents will be prepared.

Purpose and Need
This initial Purpose and Need Statement has been developed based on the information gathered during this Feasibility Study. The Statement will be refined during subsequent phases of the project as more detailed information becomes available and stakeholder feedback is received.

The purpose and need of the proposed project is as follows:
• Enhance Pedestrian Safety by constructing a sidewalk on the southern portion of 8th Street and providing a safe and continue path of travel between Xenia Avenue and Allegheny Street. • Improve the City's Pedestrian Connectivity Network by closing the existing sidewalk gap along 8th Street from Xenia Avenue to Allegheny Street.
• Minimize Traffic Congestion and Safety Hazards by providing future opportunities for restriping 8th Street to accommodate increased traffic demand and utilizing strategic construction staging to minimize impacts during construction.
• Address Right -of -Way Encroachments by providing clear property boundaries to properties along 8th Street, while minimizing resident concerns by replacing affected infrastructure in -kind.

There is currently no designated pedestrian pathway along the southern portion of 8th Street between Xenia Avenue and Allegheny Street. As such, pedestrians walking along the south side are either forced to walk within the existing roadway itself, posing a significant safety risk, or encroach onto adjacent properties. The proposed improvements will close the sidewalk gap, allowing for a safe and continuous path -of -travel along the southern side of 8th Street without the need to encroach on private property.

In addition, the City has seen an increase in traffic demand due to recent developments near the project vicinity.

As such, 8th Street and adjacent intersections have experienced increased levels of congestion during peak periods.

As part of this project, 8th Street will be widened to match the existing roadway width west of Xenia Avenue and east of Allegheny Street, which will provide the City with opportunities to restripe the roadway to accommodate the increased demand.

. •exp.

Project Title: 8T" Street Feasibility Project 2
Project Number: SBD-24013982-A0
Key Challenges
Two key challenges have been identified during the preparation of the Feasibility Study.

The primary challenge is the encroachment of the adjacent property owners' driveways, fencing, landscaping, and hardscape into the city's right-of-way, which residents believe to be private property. This misconception may lead to resistance and potential legal disputes when informing the community of the proposed sidewalk construction.

The project will need to consider the replacement of decorative fencing, gates, landscaping, and hardscape in -kind during the development of the construction bid documents. Additionally, early engagement with the residents and effectively communicating the necessity and benefits of the project to the community is crucial to addressing potential concerns and gaining public support.

Furthermore, the logistics of constructing a sidewalk and new driveways will require careful planning and adequate construction staging to minimize disruption to the residents and surrounding community during construction activities. Inadequate management of construction activities could lead to traffic congestion, safety hazards, and inconvenience for residents, potentially impacting the project's timeline and budget.

In summary, the following actions are recommended to address these key challenges:

Develop a comprehensive communication plan focused on early engagement of the affected property owners, school, and surrounding communities.

Prepare detailed construction staging plans with traffic control focused on minimizing disruption to the adjacent property owners, school, and surrounding communities.

Utility Analysis
The following utility purveyors have been identified by DigAlert as potentially having facilities within the project area:

Beaumont -Cherry Valley Water District Southern California Gas Cogent Communications / Sprint Southern California Edison Frontier Spectrum
MCI Verizon Business
Upon requesting facility maps from each purveyor identified above, the following facilities have been identified within the project footprint and any impacts will need to be coordinated with the corresponding purveyor directly.

Beaumont -Cherry Valley Water District: 10" STL water line with laterals to adjacent residences run along 8th Street, with an additional 24" DIP line running north of the existing centerline.

Cogent Communications / Sprint: Underground Transcontinental Fiber Optic facilities running along 8th Street.

Frontier: Copper and Fiber facilities running along 8th Street and Xenia Avenue.

MCI Verizon Business: Underground communication line running along 8th Street, Xenia Avenue, and Allegheny Street.

Southern California Edison: Overhead and underground facilities along 8th Street, Xenia Avenue, and Allegheny Street.

Southern California Gas: No transmission lines are located within the project footprint, but there are distribution lines that need to be identified and accounted for.

Spectrum: Existing Charter aerial facilities along 8th Street, and underground facilities along Xenia Avenue and near Allegheny Street.

9 • 'exp.

Project Title: 8T" Street Feasibility Project 3
Project Number: SBD-24013982-A0
The purveyor -provided utility maps are included in Appendix A. Additional research and potholing should be conducted during the preliminary design of the project to confirm any additional utilities and the exact location of potential conflicts.

In addition, Appendix B contains the available as-builts for the project area, each confirm the preliminary utility research noted above.

Drainage Analysis
The centerline profile of 8th Street was reviewed to assess the existing street grade and its capacity to facilitate drainage. The analysis indicated that the existing grade is sufficient to allow for efficient water flow along the street's centerline from west to east, minimizing the risk of water accumulation.

In addition to the centerline, the curb flowline profile was evaluated in the same manner and revealed that the existing grade along the flowline itself will channel water towards Alleghany Street, though minor reprofiling may be required to eliminate localized ponding along the new curbline.

Based on the initial examination of both the centerline and curb flowline profiles, 8th Street will effectively convey flow without ponding across the project area. However, a detailed Hydrology Study should be completed during the preliminary design of the project to determine the exact flow of the project compared against the roadway's capacity to determine if additional drainage infrastructure is required.

Right -of -Way Impact Analysis
Preliminary Improvement Plans were prepared as part of this Feasibility Study and included in Appendix C. As shown on the preliminary improvement plans, there are no permanent right-of-way impacts anticipated for the project, however, extensive coordination with the adjacent property owners will be required given their private property encroachments onto City right-of-way.

Temporary Construction Easements (TCEs) will be required for each adjacent property to construct the proposed improvements and replace any private property features affected by the project in -kind.

Cost Estimate
A detailed preliminary cost estimate was developed as part of this Feasibility Study and included in Appendix D.

The cost estimate was prepared based on current market conditions for the preliminary improvements identified in Appendix C, but does not include the cost of the required TCEs, as those will need to be evaluated on a per - property basis at current market conditions during the final design of the project.

Schedule
Due to the anticipated utility coordination efforts required, along with the TCEs needed to construct the project, it is anticipated that the preliminary and final design phases of the project will take approximately 15 months. A detailed schedule is provided in Appendix E.

Funding Research
Several funding programs have been identified as potential sources to support the project. These programs offer various grants and financial assistance aimed at enhancing transportation infrastructure, safety, and sustainability.

Below is an analysis of each funding program and its relevance to the project.

Safe Streets for All (SS4A)
The SS4A program, established under the Infrastructure Investment and Jobs Act (IIJA), provides $5 billion over five years to support regional, local, and Tribal initiatives aimed at preventing roadway fatalities and serious injuries.

The program funds comprehensive safety action plans and implementation projects that align with U.S.

sex p.

Project Title: 8T" Street Feasibility Project 4
Project Number: SBD-24013982-A0
Department of Transportation's National roadway Safety Strategy. This program is highly relevant for projects focused on improving road safety and reducing traffic -related incidents. This grant program has funding up until 2026.

Active Transportation Program (ATP)
Administered by Caltrans, the ATP consolidates various federal and state transportation programs to promote active transportation programs to promote active transportation modes such as walking and biking. The program aims to increase the proportion of trips made by non -motorized users, enhance safety and mobility, and reduce greenhouse gas emissions. Projects that encourage active transportation and improve infrastructure for pedestrians and cyclists are well -suited for ATP funding.

SB1 (Local Partnership Program)
The Local Partnership Program, created by Senate Bill 1, allocates $200 million annually to local and regional transportation agencies that have approved taxes or fees dedicated to transportation improvements. This program supports projects that address aging infrastructure, road conditions, active transportation, and transit enhancements. It is particularly beneficial for jurisdictions with voter -approved transportation funding measures.

Surface Transportation Block Grants (STBG)
The STBG Program is one of the most flexible federal -aid highway funding sources, allowing states and local agencies to fund a wide range of transportation projects. Eligible activities include roadway construction and rehabilitation, pedestrian and bicycle infrastructure, transit capital projects, and safety improvements. The program emphasizes local decision -making and supports both urban and rural transportation needs. STBG funds can be used for sidewalk construction, especially when tied to broader mobility or safety goals.

Highway Safety Improvement Program (HSIP)
HSIP is a core federal -aid program focused on reducing traffic fatalities and serious injuries on public roads. Projects must be data -driven and address documented safety issues. Eligible improvements include pedestrian crossings, traffic calming measures, and roadway reconfigurations. For your project, HSIP could support sidewalk construction if it addresses a known safety concern, such as pedestrian risk near a school or high -traffic corridor.

Safe Route to School Program (SRTS)
Now administered under HSIP, the SRTS Program aims to improve safety and encourage walking and bicycling among school -aged children. It funds infrastructure projects like sidewalks, crosswalks, and signage near schools, as well as non -infrastructure activities such as education and outreach. Given the proximity of this project to a school, SRTS is a highly relevant funding source to support pedestrian improvements and community engagement.

Rebuilding American Infrastructure with Sustainability and Equity (RAISE) Grant Program The RAISE Grant Program provides competitive funding for transportation projects that have significant local or regional impact. It prioritizes projects that promote safety, environmental sustainability, quality of life, economic competitiveness, and equity. RAISE is well -suited for projects that demonstrate strong community benefit, especially in underserved areas. Your sidewalk project could be competitive if framed within broader goals of equitable access, school safety, and multimodal.

Community Development Block Grant (CDBG) Program
The Community Development Block Grant (CDBG) Program, administered by the U.S. Department of Housing and Urban Development (HUD), provides flexible funding to local governments to support community development activities that benefit low- and moderate -income residents. Eligible uses include infrastructure improvements, public facilities, housing rehabilitation, and economic development.

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Appendix A —
Utility Maps

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Features depicted herein are planning level accuracy, and intended for informational purposes only. Distances and locations may be distorted at this scale. Always consult with the proper legal documents or agencies regarding such
features.

Service Layer Credits: World Street Map: Sources: Esri, TomTom, Garmin, FAO, NOAA, USGS, © OpenStreetMap
contributors, and the GIS User Community
National Geographic Style Base: Sources: Esri, USGS
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ISOL I IIFRN CALIFORNIA
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Geomatics I Central Field Services
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Features depicted herein are planning level accuracy, and intended for informational purposes only. Distances and locations may be distorted at this scale. Always consult with the proper legal documents or agencies regarding such
features.

Service Layer Credits: World Street Map: Sources: Esri, TomTom, Garmin, FAO, NOAA, USGS, © OpenStreetMap
contributors, and the GIS User Community
National Geographic Style Base: Sources: Esri, USGS
World Hillshade: Esri, NASA, NGA, USGS, FEMA
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0 25 50 100
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ISOU IIIEIRN CALIFORNIA
EDISON
An CI)ISON :NT'E RNATMOh;Al.°" Company
Page to ' e ou : T--04 -F
t: NT -0554-C
Page to the Ea

Transmission Technical
Services Department
SoCalGas
A Sempra Energy utility
March 24, 2025
Vincent Lopez
City of Beaumont
[email protected]
9400 Oakdale Ave
Chatsworth, CA 91311
SC9314
Subject: 8th Street between Xenia Avenue and Allegheny Street in Beaumont, CA.

DCF: 0523-25NC
The Transmission Department of SoCalGas does not operate any facilities within your proposed improvement. However, the Distribution Department of SoCalGas may maintain and operate facilities within your project scope.

To assure no conflict with the Distribution's pipeline system, please e-mail them at:

[email protected]
Best Regards,
Nerses Papazyan
SoCalGas Transmission Technical Services
[email protected]

M
The
Gas
Company'
A *Seriph Energy company
Southern California
Gas Company
1981 W. Lugonia Avenue
Redlands, Ca 92374-9720
Mailing Address:

PO Box 3003, SC8031
Redlands, CA 92373-0306
Vincent Lopez 3/13/25
8th Street between Xenia Avenue and Allegheny Street in Beaumont, CA Thank you for the map request. Socalgas has facilities within the limits of the proposed project; it appears we have no new projects scheduled within the limits of the proposed construction area at this time. It would be helpful if you would provide me with your tentative start date.

A minimum of twelve (12) weeks is required to analyze the plans and to design alterations for any conflicting facilities. Depending on the magnitude of the work involved, additional time may then be needed to clear any conflicts. Please keep us informed of construction schedules, pre -construction meetings, etc., so that we can schedule our work accordingly.

Concerning further questions regarding Gas Company Facilities, maps, potential conflicts, concerns relating to your project or additional information, please contact me.

Thanks,
Kent Tam
Planning Associate
Southeast Region -Planning and Design
1981 W. Lugonia Ave
Redlands, CA 92374
(213)-231-7852
[email protected]

East 8th Street
MAP
Beaumont, CA 92223
Red -existing Charter aerial facilities
within project limits.

Green -existing Charter underground
facilities within project limits.
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645-2
645-1
0 c
635-3
635-2
635-1 NN
X30'
0 O°
Q
O
228'
790
O 5' O
N
ti
N
84'
© \ 118'
© 38'
0 m it
V

62. 1.0
972
960
956
rn 950
38'
I
124'
N
1 M
O0
N
c
959
955/

0. ih
0 947
❑- C
co
cc
cc
M
_ M
N \
(N'
in
205'
N
cc
cc
V
44'38' \
/ N
N
84 Nc
6b
cc
M
cc
M
N
780
/
760
04 736
rn
a
720
/
700
690
N
680
co
670
/
795
785
765
745
725
m'
M^
660
650
705
695
685
/
675
/
665
0 65'
576'
640-A
/
640-B
0 o
9)
O°[
O
0 --- -- - ------- -
East 6th Street
East 6th Street
'4
z
174' 180'
O
770
N
750
N
m
730
710
702
692
N
682
@ 120'
N
ti
wA:\
787
767
672
cc
9 /
747
/
727
N
707
697
/
687
677
0 9)
100' 155'
01 m /
9 784
764
N 744
724
704
0 N
694
688
cc
O
0 0
v
❑ ©
O
ca
9)
X120' ®
9)
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a
ci
130'
cc
��SIA ®
Q
® 69
77116
®
713}4
47 CD
761)4
O
55'
cc
A
East 8th Street
❑ 84'
m
N
0 \110' ®
N
4®
\
rn
m
co
X38 ®
'N I
N M
r
CO
254'
CO
N
8 N
00 62
N
CO
ID
640'Lv
61 66
V
65 64
63 9)
d
89' 02 76' 61' O
El -
O
0 0
O 62'
cc
85'
132'
77914
759)4
199'
228'
a 0*
N
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® 757}4
cc
63' @
8°Itiebrush court
co
O co
sr
•24 sr
•
rci
135'
931
925
IsYra way
co
0 1068
1060
928
920
1063 /
1059
1055
116'
120'
CO
1062
275'
1083
seagull Drive
N
1061
1049 --
1037
Polaris Lane
121'
V
oo
1069
1046
1039
cn
ri
165'
112'
755)2 0
783)4
753)4
124'
0�
9)
25'
160' � 160'
O �Sl
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m,
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64' O°
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ED
92:
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cvn
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oo
N
1472
64 o
180'
East 6th Street
•
East 6th Street
106'
0 IM CO
N CONN
CID DI
87'
CO N HI 0
85'
85'
o co
Fl• sTt
ED
CO
z, 1490-17
1490-18
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N1490-20
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1490-22
1490-23
- 1490-24
1490-25
• 1490-26
1490-44
1490-45
105'
661
651
641
•
627
625
621
215'
CD
ely
163'
East 6th Street
East 6th Street
0 133
ca
East 6th Street
East 6th Street
—1493
1491A
1491B
110'
167'
NA
160'
175'
2026
120'
1025,7

13.1 1084
1072
co
929
CO
V
923
oo
116'
V
1058
1044
1077
1065
1057
Starlight Avenue
ss
GLIV
JAV 101-, -Ma
co
coco
/
/
h Lane
co

4.0 Starlight Avenue
1644
lt,
LO
CO
1664
74'
ID
Harter way
NN
OW
gel Street
Tr
co
CO
965
1674
:11
CO
CO
Is
C43
N
CO
H
CO
HI
CO
Apollo 141,13,
52'
75'
918
912
150'
653'
.est6th Street
152'
East 8th Street
sit
160'
1540-NA2
1540-NA3
1540-NA4
1542-B
1542-A
90'
200'
NA
106'
197'
1546
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799115
•
799)17 799)16
703)5
703)5
77'
278'
703)7
56'
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© 703)5
57'
N 196'
123'
-1455
135'
East 6th Street
co
NA N
1550
east 6th street
835
180'
El 15'
831
790 LO
7 NA
73'
75'
200'
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839
720
700
845-2
845}2
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co
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256'
944
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415'
23 -ID
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18 105
106
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1113
1103
136'
1178
1150
--1132
11 24'
DO
Wilson Street
701)13
690
680
644A}24
260'
140'
•
6448124
695
1118
N
1161
1133
1115
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1177 sis„,
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10 113
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co
CO
N
OS
co
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in
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ig
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ur
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73'
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1692
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To
45' 935
En
ta
1696
Ea
tr
East 6th
Street
co
N
CD
La
o
No
o
€aw-6th Street
East 6th Street
Cast 6th
Street
East 6th street
co
72'
1695
0 121'
144'
568'
600
154'
29'
97'
465'
in
co
300'
C60
Ramsey Street
CD
264' 0
1309'
42 26414
168'
9 123'
co
cso
co
31 N
923
889
873
859
gap 927
co
886 8
17 .1
470'
co
167'
165'
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0 cri
26'
167'
•
167'
100'
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26' ill
6350
240'
co
oo
cn
co
cii
6272)3

Verizon Business Facilities Investigation Request: 2025-1236 Q
C
Xenia Ave
Surd anoe
Elementary
Sc hto o
Tiles (C) Esri -- Source: Esri, DeLorme, NAVTEQ, USGS, Intermap, iPC, NRCAN, Esri Japan, METI, Esri China (Hong Kong), tan (Thailand), TomTom, 2012
Q
Hadar Way
tied uiwril
FS
Allegheny A
Request Area
Underground Facilities
The facilities detailed above are for informational
purposes only. Not to scale. You must call 811 at
least 48 hours prior to any construction.

N
This map wEa
rhb66tetilM 3/18/2025.
verizon
business

Appendix B —
As-Builts

•a
ex
p

Cherry Valley

VINELAND ST
z
o

BROOKSIDE AV
Beaumont

DUTTON ST
INTERSTATE 1 0
z
J
0 VICINITY MAP
NTS
Banning

CITY OF BEAUMONT, CALIFORNIA
Sewer Improvement Plans
8th Street/Design Cantor
Sewer Extension
Located Within Portions of Section 35, Township 2 South, Range 1 West and Sections 2 and 11, Township 3 South, Range 1 West, S.B.M.

LEGEND:

Xenia Avenue

ASSEMBLY ASSY

BEGINING OF CURB BC

CENTERLINE CL

CURB & GUTTER C&G

CLEAN OUT CO

DRY BARREL DB

DUCTILE IRON PIPE DIP

END OF CURB EC

FIRE HYDRANT FH

FLOWLINE FL

GATE VALVE G V

INVERT INV

LAILRAL LAT

STATION STA

TOP OF CURB TC

PROPOSED PROP
PUBLIC UTILITY EASEMENT...PUE

TOP OF MANHOLE TMH

VITRIFIED CLAY PIPE VCP
PROP. 8" SEWER MAIN
PROP. 8" WATER MAIN
1" WATER SERVICE
4" SEWER LATERAL
TEE WITH 3 -VALVES

BLOWOFF ASSEMBLY

BEND (SHOW SIZE & DEFLECT/ON)

WA TER VALVE (GA TE OR BUTTERFLY)

SEWER MANHOLE

CLEAN OUT
W8
"WYE"STATION @ MAIN -ti
SEWER LATERAL CALLOUT 2,643.6 INV.

LAT. INVERT @ R/W

CONSTRUCTION NOTE REFERENCE
10+54.60
CONSTRUCTION contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property, that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further aggrees to defend, indemnify and hold design professional harmless from any and all liability, rea/ or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional.

NOTE:

WORK CONTAINED WITHIN THESE PLANS

SHALL NOT COMMENCE UNTIL AN

ENCROACHMENT PERMIT AND/OR A
GRADING PERMIT HAS BEEN ISSUED.

I
O
a
UNAUTHORIZED CHANGES & USES: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans.

All changes to the plans must be in writing & must be approved by the preparer of these plans.

DIGALERT

DIAL TOLL MR
(800) 227-2600
Lest Two Wodcing Days
Bete You Dig
S VI'1EMOTCAUFOIIHIA
BASIS OF BEARINGS:

DESCRIPTION:

BASED ON THE LINE BETWEEN STATIONS
"TRAK" AND "MATH" (POSITIONS PER
NATIONAL GEODETIC SURVEY, NAD83,
EPOCH 1995.5) AS SHOWN ON M.B. 102,
PAGES 50 THROUGH 65 OF RECORDS IN

COUNTY RECORDER'S OFFICE OF

RIVERSIDE COUNTY, CALIFORNIA
BEING: N 52'49'02.84" E

BENCHMARK CITY OF BEAUMONT
DESCRIPTION: NO. 07. A. 82
1-3/8" BRASS CAP MONUMENT MARKED
"CITY B.M. 7". LOCATED AT THE S.E.

CORNER 14TH AND PENNSYLVANIA AVE.,
59 FT. S'LY AND 22 FT. E'LY OF
CENTERLINE INTERSECTION, 2 FT. S'LY
OF B.G.R.

ELEV.= 2678.277 (1982)
8th Street
PROP�SED

DESIG CENTER
100 50
O
100

GRAPHIC SCALE
240

INDEX MAP
40'
40'

TYPICAL SECTION
MSS
ADDED 8"STUB FOR FUTURE SEWER; ADDED
CONSTRUCTION NOTES, AS SHOWN.

BY
MARK

DESCRIPTION
APPR.

DATE

ENGINEER

REVISIONS
CITY

NOT TO SCALE
■ ■ ■

CONSULTING
OF
10' SEWER

EXTENSION
300
EX. EDGE OF . PAVEMENT
SCALE: 1 1 Ai
NOTE: CAUTION

FIBER OPTIC CABLES,

VERIFY VERTICAL AND

HORIZONTAL LOCATIONS

PRIOR TO CONSTRUCTION
PLANNING $ DESIGN • CONSTRUCTION
74-410 HIGHWAY 111
PALM DESERT, CALIFORNIA 92260-4114
760.346.7481 • FAX 760.346.8315 • www.RBF.com
MICHAEL S. SUTTON
aye I IOLf UE ILf I )
DATE: ©9 I oC O
R.C.E. 57667 * EXP. 12-31-2005.

DESIGN BY:

MSS
DRAWN BY:

JMW
CHECKED BY:

MSS-ORR
SCALE:
(AS NOTED)
DATE:

NOV, 2003
JOB NUMBER:
20100452
NOTE :

SEWER NOTES

SEWER CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY OF BEAUMONT'S STANDARDS AND SPECIFICATIONS.

2. GRAVITY SEWER PROFILE ELEVATIONS ARE TO BE FLOW LINES (CONDUIT INVERTS).

3. MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH RCRD STD 606. SEWER MAINS MAY BE LAID THROUGH THE MANHOLES AND USED AS A FORM FOR THE INVERT. CAST IRON SHALL BE USED FOR MANHOLE COVERS.

4. PRIOR TO CONSTRUCTION OF SEWER, CONTRACTOR SHALL EXPOSE EXISTING SEWER AND VERIFY ITS EXISTING ELEVATION. WHERE CONNECTION TO EXISTING MANHOLES AND INLET STUB OF

PROPER SIZE EXISTS, NO ALTERATIONS SHALL BE MADE TO EXISTING MANHOLE BASE OR STUB EXCEPT AS SPECIFICALLY AUTHORIZED BY THE CITY OF BEAUMONT.

5. WHERE A NEW INLET MUST BE CONSTRUCTED IN AN EXISTING MANHOLE, THE ELEVATION OF THE

INLET SHALL BE SUCH THAT ITS CROWN SHALL BE LEVELED WITH THE CROWN OF THE OUTLET PIPE, AT THEIR PROJECTIONS TO THE MANHOLE CENTERLINE.

6. THE CONTRACTOR IS ADVISED THAT THE WORK ON THIS PROJECT MAY INVOLVE WORKING IN A CONFINED AIR SPACE. CONTRACTOR SHALL BE RESPONSIBLE FOR "CONFINED AIR SPACE" ARTICLE 108, TITLE 8 CALIFORNIA ADMINISTRATION CODE.

7. ALL SEWER INLETS AT THE MANHOLE SHALL BE SUCH THAT ITS CROWN SHALL BE LEVEL WITH THE CROWN OF THE OUTLET PIPE, AT THEIR PROJECTIONS TO THE MANHOLE CENTERLINE.

8. ALL STORM DRAINS, CATCH BASINS, AND STORM WATER RUNOFF STRUCTURES WILL BE PROVIDED

WITH ADEQUATE CAPABILITIES TO FILTER AND RETAIN SEDIMENT AND GRIT, OIL AND GREASE, TO

PREVENT POLLUTION IN STORM WATER RUNOFF IN COMPLIANCE WITH THE CITY OF BEAUMONTS

BEST MANAGEMENT PRACTICES AND THE BEAUMONT DRAINAGE MASTER PLAN FOR STORMWATER

AS WELL AS BEST MANAGEMENT PRACTICESIDENTIFIED IN THE CURRNET REPORT OF WASTE DISCHARGE FOR RIVERSIDE COUNTY PERMITTEES.

9. PROVIDE BACKFLOW PREVENTION DEVICES WHERE UPSTREAM MANHOLE RIM IS HIGHER THAN PAD ELEVATION.

10. PROVIDE APPROPRIATE MARKING TAPE AT TOP OF PIPE CENTERLINE ON TOP OF PIPE BEDDING.

11. SEWER LATERAL SHALL BE TYPE "A" PER DETAIL SHOWN HEREON, UNLESS OTHERWISE NOTED OR DETAILED ON PLANS.

PRIVATE ENGINEERS NOTICE TO CONTRACTORS)

THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE

CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES

SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS REQUIRED FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES.

2. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE OWNER OF ALL UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK.

3. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BIDDING PURPOSES ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR TO BIDDING FOR CONSTRUCTION.

4. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER

CITY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE CITY.

CONSTRUCTION NOTES AND ESTIMATES OF QUANTITIES
® INSTALL 10" PVC SEWER MAIN 127
® INSTALL PRECAST CONCRETE MANHOLE WITH
CAST IRON MANHOLE (RIVER PER RCRD STD. 606

REMOVE EXISTING CLEANOUT
®4 INSTALL 6" PVC SEWER LATERAL
® INSTALL 8" PVC SEWER MAIN
//\\(2) INSTALL 8" PLUG W/ TAPE TO FG FOR MARKING
A ® INSTALL 6" CLEAN -OUT FG ELEVATION
New construction to be plugged until
sewer system is approved for service.

Plug to be removed in presence of
Public Works Inspector.

City of Beaumont Public Works Department
Engineering Division
Data r '& -t
LF
2 EA.
1 EA.
1 EA.
39 LF
1 EA.
1 EA.

INDEX OF SHEETS

SHEET DESCRIPTION
1 TITLE SI-- EET
2 SEWER PLAN 8c PROFILE

CITY OF BEAUMONT, CALIFORNIA
SHEET

SEWER IMPROVEMENT PLANS
otli-8th Street/Design Center
Sewer Extension
Date ``c - TITLE SHEET • VICINITY MAP • GENERAL NOTES
LOCATED WITHIN PORTIONS OF SEC.35, T.2 S., R. 1 W. AND SEC.2 AND 11, T. 3 S., R. 1 W., S.B.M.

FOR:

PARDEE CONSTRUCTION
OF 2 SHEETS
DRAWING NAME:

FILE NO.:
o
cD
o
o
z
co
w
0 c
w
w
u7
w
o
EL
CL
J
CD
o
z
J
0 o
¢

1.0 o
C7
H: \PDATA\20

610
:600
590
0 ___.PVC SE1 ER i
z �
PROFILE SCALE:

HOR I Z: 1" = 40
VERT: 1" = 4'
NOTE:

WORK CONTAINED WITHIN THESE PLANS

SHALL NOT COMMENCE UNTIL AN

ENCROACHMENT PERMIT AND/OR A
GRADING PERMIT HAS BEEN ISSUED.

DIG T

TOLL FREE
227-2600
Waddag Before You Dig Days
S0UTEHIRN CAUP0RNIA
BASIS OF BEARINGS:

DESCRIPTION:

BASED ON THE LINE BETWEEN STATIONS
"TRAK" AND "MATH" (POSITIONS PER
NATIONAL GEODETIC SURVEY, NAD83,
EPOCH 1995.5) AS SHOWN ON M.B. 102,
PAGES 50 THROUGH 65 OF RECORDS IN

COUNTY RECORDER'S OFFICE OF

RIVERSIDE COUNTY, CALIFORNIA
BEING: N 52`49'02.84" E

BENCHMARK CITY OF BEAUMONT
DESCRIPTION: NO. 07.A.82
1-3/8" BRASS CAP MONUMENT MARKED
"CITY B.M. 7". LOCATED AT THE S.E.

CORNER 14TH AND PENNSYLVANIA AVE.,
59 FT. S'LY AND 22 FT. E'LY OF
CENTERLINE INTERSECTION, 2 FT. S'LY
OF B.C.R.

ELEV.= 2678.277 (1982)
49 0
40 80
120

GRAPHIC SCALE

SEWER DATA
Q

DELTA/BRG
RADIUS
LENGTH

TANGENT
REMARK
1 N75°37'04"E
--
117.75'
--
10" PVC
2 N 17°29'46" W
--

38.70'
--
8" PVC
3 N 47°13'54" W
--

48.13'
--
6" PVC
MSS
A
ADDED 8"STUB FOR FUTURE SEWER; ADDED
\CONSTRUCTION NOTES, AS SHOWN.

BY
MARK
DESCRIP11ON
APPR.

DATE

ENGINEER

REVISIONS
CITY
. . .

CONSULTING
MICHAEL S. SUTTON
rayu 1105 1413
26 08, 5
.2
2604.9
602,
2602_.3
CO C.

FF = 607.1
AD EL 606.

H STRE
PLANNING • DESIGN ® CONSTRUCTION
74-410 HIGHWAY 111
PALM DESERT, CALIFORNIA 92260-4114
760.346.7481 • FAX 760.346.8315 • www.RBF.com
DATE: CA c,iO4
R.C.E. 57667 * EXP. 12-31-2005
Vii
DESIGN BY:

MSS
DRAWN BY:

JMW
CHECKED BY:

MSS-0RR
SCALE:
1"- 40'
DATE:

NOV. 200
TE2AL i
s I .
12 Fu tu-r
comer c i a
Area
.8"
SEWER
2602.4
EX.42"RCP

STORM DRAT
EX.WATER
260
GI a
W •
X
W W
tV W
2602. .
0 NOTE: iCAUTTONL9

F OPTIC CABLES,

V FY VERTICAL/AND

HORIZONTAL LOCATIONS
PRIOR TO CONS 1t`�{
o

CONSTRUCTION NOTES
INSTALL 10" PVC SEWER MAIN

INSTALL PRECAST CONCRETE MANHOLE WITH
CAST IRON MANHOLE COVER PER RCRD STD.606
;00

EMOVEEX INGCLEANOUT
INSTALL 6" PVC SEWER LATERAL
INSTALL8" PVC SEWER MAIN
INSTALL 8" PLUG W/ TAPE TO FG FOR MARKING
A 0 INSTALL 6" CLEAN -OUT O FG ELEVATION

CITY OF BEAUMONT, CALIFORNIA

SEWER IMPROVEMENT PLANS
8th Street/Design Center
Sewer Extension

PLAN AND PROFILE
20100452
City o on F
�nerina Division
LOCATED WITHIN PORTIONS OF SEC.35, T.2 S., R. 1 W. AND SEC.2 AND 1 1 , T. 3 S. R. 1 W., S.B.M.
o
C
OF 2 SHEET

PARDEE CONSTRUCTION

GRADING NOTES:

1. ALL GRADING SHALL CONFORM TO THE 1997 UNIFORM BUILDING CODE, APPENDIX 33, AND CITY OF BEAUMONT ORDINANCES.

2. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.

3. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES.

4. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.

5. NO FILL SHALL BE PLACED ON EXISTING GROUND THAT HAS NOT BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL.

8. MAXIMUM CUT AND FILL SLOPE = 2:1 EXCEPT WHERE SPECIFICALLY APPROVED OTHERWISE.

7. STABILITY CALCULATIONS WITH A FACTOR OF SAFETY OF AT LEAST ONE AND FIVE TENTH (1.5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND SAFETY DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT.

8. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER ' HIGH.

9. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100YR Q STORM FLOWS, ALONG THE TOP OF CUT SITOPES..

10. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% IF CUT OF FILL IS LESS THAN 10', 2% IF CUT OR FILL IS GREATER THAN 10'. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONST TED A MINIMUM OF 2' FROM THE TOE OF CUT OR FILL SLOPES.

11. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSE SHALL BE PERMITTED.

12. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS.

PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS.

13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3'.

14. CUT AND FILL SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY OF BEAUMONT1 REQUIREMENTS PRIOR TO TO FINAL GRADING INSPECTION.
' I

15. EROSION CONTROL: ALL SLOPES REQUIRED TO BE PLANTED SHALL BE PROVIDED WITH ROSEA ICE PLANT OR EQUAL) GROUND COVER AT 12" ON CENTER. SLOPES EXCEEDING 15' IN VERTICAL HEIGHT $H4LL BE PLANTED WITH APPROyED.TREES SPACED NOT TO EXCEED 20' ON CENTER OR SHRUBS NOT TO EXCEED 10', OR A COMBINATION OF Sj*UBSIAND TREES NOT TO EXDEED'15' IN ADDITION TO A GRASS MIX GROUND COVER. SLOPES EQUAL TO OR GREATER. THAN 4' IN VERTICAL HEIGHT SHALL BE PROVIDED WITH AN IN -GROUND IRRIGATION SYSTEM COMPLETE WITH AN APPROPRIATE BACKFLOW,PREVENTION DEVICE PER U.P.C. CHAPTER 10.'

16. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATIONS BY CONVERSE CONSULTING TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE BUILDING AND SAFETY DEPARTMENT AND P.W. DEPT. WHICH SHALL INCLUDE FOUNDATION DESIGN IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE SITE INVESTIGATION REPORT.

17. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT . PREPARATION SHALL BE APPROVED BY A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL PRIOR TO PLACEMENT OF FILL MATERIAL.
_ I _

18. ALL GRADING SHALL BE CONTINUOUSLY OBSERVED BY A COMPETENT $OILS ENGINEER WHO SHALL VERIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION RREE1ORT FOR ALL FILLS OVER 1' DEEP.

19. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT TO THE BUILDING AND SAFETY DEPARTMENT A WRITTEN INSPECTION REPORT OF COMPLETION OF ROUGH GRADING STATING SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN PRIOR TO _ REQUESTING INSPECTION AND ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL INCLUDE LINE, GRADE, ELEVATION AND LOCATION OF CUT/FILL SLOPES.

20. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT AN INSPECTION REPORT OF BUILDING PAD ELEVATION.

WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPE T TO MEAN SEA LEVEL)/ SHALL BE GIVEN IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.

21. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT TO THE BUILDING AND U SAFETY DEPARTMENT A WRITTEN

INSPECTION REPORT OF COMPLETION OF FINAL GRADING STATING SUBSTANTIAL CONFORMANCE WITH THE APPROVED PLANS FOR ALL GRADING DESIGNATED AS "ENGINEERED GRADING". 1 'I : '

22. THE CONTRACTOR SHALL NOTIFY THE BUILDING AND SAFETY DEPARTMENT AT LEAST 24 -HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BF APP1₹OV€D PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT.

23. ALL STORM DRAINS, CATCH BASINS, AND STORM WATER RUNOFF STRUCTURES WILL BE PROVIDED WITH ADEQUATE CAPABILITIES

TO FILTER AND RETAIN SEDIMENT AND GRIT, OIL AND GREASE, TO PREVENT POLLUTION IN STORM WATER RUNOFF IN COMPLIANCE

WITH THE CITY OF BEAUMONT'S BEST MANAGEMENT PRACTICES AND THE BEAUMONT DRAINAGE MASTER PLAN FOR STORMWATER AS WELL AS BEST MANAGEMENT PRACTICES IDENTIFIED IN THE CURRENT_REPORT OF WASTE DISCHARGE FOR RIVERSIDE COUNTY PERMITTEES.

24. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT, TWO DAYS BEFORE YOU DIG AT 1-800-422-4133.

NOTIFICATIONS: s-� ---
NOTE: THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES A MINIMUM OF TWO WORKING DAYS PRIOR TO COMMENCING CONSTRUCTION.

CITY OF BEAUMONT (909) 769-8520
VERIZON (800),227-2600
SOUTHERN CALIFORNIA GAS COMPANY . (800) 227-2600
BEAUMONT-CHERRY VALLEY WATER DISTRICT (909)1845-9581
SOUTHERN CALIFORNIA EDISON COMPANY (909);928-8270
UNDERGROUND SERVICE ALERT (800) 227-2600
OVER -EXCAVATION & RECOMPACT I ON:

IT IS THE GRADING CONTRACTOR'S RESPONSIBILITY TO REVIEW THE GRADING PLANS AND SOILS REPORT THOROUGHLY PRIOR TO SITE MOBILIZATION. IT IS ALSO THE GRADING CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CIVIL AND SOILS ENGINEERS IF ONSITE DISCREPANCIES ARE OBSERVED.

THE EXISTING TOPOGRAPHY AS DELINEATED ON THESE DRAWINGS SHALL BE UTILIZED AS THE BASIS FOR ALL EARTHWORK COMPUTATIONS.

SAID TOPOGRAPHY SHALL BE PRESUMED TO BE ACCEPTABLE TO ALL INTERESTED PARTIES UNLESS A DEVIATION IS FOUND PRIOR TO THE START OF GRADING IN ANY SPECIFIC AREAS. ANY DEVIATION- SONG* TERMINED SHALL BE PROMPTLY TRANSMITTED TO ALL INTERESTED PARTIES.

THE CONTRACTOR IS REQUIRED TO ESTIMATE THE QUANTITIES OF GRADING WORK TO BE DONE AND INCLUDE ALL COSTS THEREFROM IN HIS BID AS NO ADDITIONAL ALLOWANCE WILL BE MADE WITHOUT PRIOR CONSENT FROM THE OWNER.

OVER EXCAVATION AND/OR EXCESS BACKFILLING OR DUPLICATION OF GRADING ACTIVITIES IS NOT A BASIS FOR ADDITIONAL COMPENSATION.

THIS ALSO APPLIES WHERE MATERIAL IS TO BE REMOVED AND REPLACED TO REDUCE MOISTURE CONTENT.

OFFSITE DISPOSAL OF EXCAVATION MATERIAL IS THE RESPONSIBILITY OF THE CONTRACTOR ANO-SHALL BE INCLUDED IN HIS BID. _ THE CONTRACTOR SHALL HOLD THE OWNER AND ENGINEER HARMLESS AS A REULTiOF ANY CLAIMS ARISING FROM ACTIONS IN ROUTE AWAY FROM THE SITE.
' I
EARTH VOLUMES SHOWN ARE ESTIMATES BASED UPON THE GEOTECHNICAL ANA YSI4 PERFORMED BY THE NAMED SOILS ENGINEER AND

TOPOGRAPHIC SURVEY OF THE EXISTING GROUND SURFACE AT THE TIME OF METHODS COMMONLY USED IN STANDARD ENGINEERING PRACTICE, AND ARE INTENDED AS GUIDELINES ONLY: ACTUAL FIELD CONDITIONS MAY VARY FROM OBSERVED OR MEASURED CONDITIONS AT THE TIME OF PLAN PREPARATION. EARTHWORK QUANTITIES MAY VARY AS A RESULT. 1 THE QUANTITIES FOR THESE PLANS ARE BASED UPON FACTORS PRESENTED IN THE SOILS REPORT PREPARED BY CONVERSE CONSULTANTS, CONVERSE PROJECT NO.01-81-301-31, DATED DEC. 10, 2003. ; PREPARATION. EARTHWORK VOLUMES ARE COMPUTED BY
NOTE;

WORK CONTAINED WITHIN THESE PLANS

SHALL NOT COMMENCE UNTIL AN '

ENCROACHMENT PERMIT AND/OR A
GRADING PERMIT HAS BEEN ISSUED.
;(I
24 HR. EMERGENCY TELEPHONE NUMBER: (909) 739-0484
CONTACT PERSON: PATRICK EMANUEL
WDID #833J300050
A

CITY OF BEAUMONT, CALIFORNIA

PRECISE GRADING PLAN

DESIGN I CENTER
8TH STR E E T
Locat ld Within Section 11, Townshi 3 -South Range 1 West, IBUM. ,p g S
ih i. �, F'L iJ
LEGEND

FINISHED SURFACE FS

GRADE BREAK GB

HIGH POINT HP

TOP ,,QF CURB
' FLOWLINE
;LOW POINT , c LP'+�

PROPERTY LINE
RIGHT OF WAY �,l' 08.6
/
♦
/
♦
♦
/
/
/
/
/
/
♦
/
260 .6
/
/
/60
I ' '1 ,t F0
/
2607.6
w
O X
w
-rte �r L `✓ �/.�l Y "V"-",!"
• • •
260'8 T H
♦
/
Cheny, Valley

VINELAND ST
FF •06' s,BACK
f1>`
F—•08"ZQ,FRONT
0=06' 15 ` 1b" _ R=10000
STREE26T
c c c c c l'c
V------ - --V V-- LF--'---'v--=---V----V---- -Vim.."--.. 2602.3
//2
r1 r"• r", ,1 -7
60 BROOKSIDE AV

DUTTON ST
i
INTERSTATE 10
Beaumont
li
8TH ST

VICINITY MAP
I

NOT CONTRACTOR TO GRADE
P AY W IJhi,� @ FRONTAGE

THE PROPOSED DESIGN

CENTER PARCEL BASED ON
1:UTU REr CURB` GRADES` SHOWN-*----
HEREON. '-
I
____.\ _..,\,

2.602.3
\\
T
NTS
F
Banning

WILSON ST

RAMSEY ST
260,7.3
••�•�.�ai 42"

RCP STORK DRAIN
PROPOSED 8•

SEWER SEE

UTILITIES ON
SHEET Na. 2
2603.3'
2 2.5
re
ercial
Area
260.
2603.6_
v v
A.G. PAVING
CONC. PAVING
DIAL TOLL FR.
1(800) 227-2600
At Lout Two Working Days
Moo You Dig
UNDERGROUND SERVICE; ALERT OF SOUTHERN CALIFORNIA
RNIA
BASIS OF BEARINGS:

DESCRIPTION:

BASED ON THE LINE BETWEEN STATIONS
"TRAK" AND "MATH" (POSITIONS PER
NATIONAL GEODETIC SURVEY, NAD83,
EPOCH 1995.5) AS SHOWN ON M.B. 1O2,
PAGES 50 THROUGH 65 OF RECORDS IN

COUNTY RECORDER'S OFFICE OF

RIVERSIDE COUNTY, CALIFORNIA
BEING: N 52'49'02.84" E

BENCHMARK CITY OF BEAUMONT
DESCRIPTION: NO. 07.A.82
1-3/8" BRASS CAP MONUMENT MARKED
"CITY 8.M. 7". LOCATED AT THE S.E.

CORNER 14TH AND PENNSYLVANIA AVE.,
59 FT. S'LY AND 22 FT. E'LY OF
CENTERLINE INTERSECTION, 2 FT. S'LY
OF B.C.R.

ELEV.= 2678.277 (1982)
MSS A

BY MARK

ENGINEER
REVISE FIN.RR.ELEY.TO 607.17,0 OWNER S REQUEST.

ADJUSTED AFFECTED TC ! FS ELEVATIONS.

DESCRIPTION

REVISIONS
APPR.

DATE
CITY
is ■ ■

CONSULTING
PLANNING ■ DESIGN i♦ CONSTRUCTION
74-410 HIGHWAY 111
PALM DESERT, CALIFORNIA 92260-4114
760-346-7481 • FAX 760.346.8315 • wwwRBF.com
MICHAEL S. SUTTON
DATE:

R.C.E. 57667 * EXP. 12-31-2005
DESIGN BY:

MSS
DRAWN BY:

MSS
CHECKED BY:

MSS
SCALE:
1"= 20'
DATE:

DEC. 2002

JOB NUMBER
20100246.002
Reviewed By.

Recommended
for
Dater
Data 004
John Wilder - Asst Director. of Public Works
Approved By. I Date: S" S' 0
MorJani• - Direc of blip Works
City of Beaumont Public Works Depa ent
Engineering Division

CITY OF BEAUMONT, CALIFORNIA

PRECISE GRADING PLAN

DESIGN CENTER
8TH STREET
PORTIONS OF SEC.35, T.2 S., R. 1 W. AND SEC.2
AND 11 , T. 3 S., R. 1 W., S.B.M.

FOR:

PARDEE HOMES
SHEET
l
OF 3 SHEETS
DRAWING NAME:
246SS-PSO01.DWG
FILE NO.:
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939

GENERAL NOTES:

CITY OF BEAUMONT, CALIFORNIA

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM CiTY OF 8th CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION.

Street / Avenue AT (909)769-8520.

2. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY

TRANSPORTATION DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, � " "LATEST EDITION," COUNTY ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENT i n'n m rovemen ansree e 3. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE STREET INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING; SEWER, WATER, ELECTRIC, GAS, STORM DRAIN.

Located Within Portions of Section 35, Township 2 South, Range 1 West 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND and Sections 2 and 11, Townshl 3 South, Range 1 West, S.B.M. MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE PROJECT p g LIMITS AND ITS SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE TRAVELING PUBLIC

CONSTRUCTION NOTES & QUANTITY ESTIMATES
AND WORKERS UNTIL THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE CiTY.

NO.

DESCRIPTION
UNIT

QUANTITY
STmue

5. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE -PLANS ARE FOR INFORMATION ONLY. ®
SAWCUT AND REMOVE EXISTING AC PAVEMENT.

L.F.
142

BY SIGNING THESE IMPROVEMENT PLANS, NO REVIEW OR APPROVAL OF THOSE PRIVATE FACILITIES IS IMPLIED OR INTENDED BY THE RIVERSIDE COUNTY TRANSPORTATION DEPT.

O
REMOVE EXISTING.

EACH
10 ®
EXISTING POWER POLE TO BE RELOCATED BY SCE.

EACH
3 6. IT SHALL OF THE ELOPER/OWNER

DEPARTMENT, POR RMTONTRACTOR

TO APPLYBE TOTHE T E BEAUMONTLITY

PUBLICK WORKS
®
PROTECT EXISTING IN PLACE.

L.S.
--

SECTION, FOR ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT-OF-WAY, DEDICATED AND ACCEPTED FOR PUBLIC USE; AND TO BE O

RECONSTRUCT DRIVEWAY BETWEEN PROPOSED EDGE OF
PAVEMENT & EXIST. R/W, MAINTAINING DRAINAGE SWALE.

MATCH EXISTING AT R/W.

EACH
5 )

RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL

REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS REQUIRED.
q
PROJECT. ADDITIONAL STUDIES ANO/OR PERMIT MAY BE
®
CONSTRUCT 5" AC OVER 9" CLASS 2 AGGREGATE BASE.

S.F.
85,071
0 INSTALL REDWOOD HEADER PER DETAIL.

L.F.
525
P 7.

THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD NO. 816. ®

CONSTRUCT CONCRETE SIDEWALK PER COUNTY OF RIVERSIDE
STD. NO. 401 (WIDTH PER PLAN) .

S.F.
25,920
u

8. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS SHALL BE TAKEN AFTER 9 O

CONSTRUCT CURB RAMP, CASE A, PER RIVERSIDE COUNTY
STD. NO. 403
S.F.
7 ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD NO. 401 IF EXPANSIVE SOIL ARE ENCOUNTERED.

CONSTRUCT TYPE "A-6" CURB & GUTTER, PER RIVERSIDE

nn
n
�Z
10 COUNTY STD. NO. 200.

L.F.
4,010
Ig

9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER TO INSTALL STREET 11 REMOVE AND DISPOSE OF EXISTING PAVEMENT.

S.F.
70,826

I XENIA
CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 461 12 CONSTRUCT 6' A.C. DIKE PER RIVERSIDE COUNTY
STD. NO. 212.

L.F.
376
Z 10. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING. FOG SEAL AND PAINT BINDER SHALL BE APPLIED AT A 13 ADJUST EXIST. VALVE TO GRADE.

EACH
9 RATE OF 0.05 AND 0.03 GALLON PER SQUARE YARD RESPECTIVELY. ASPHALTIC EMULSION SHALL = CONFORM TO SECTION 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS. 14 ADJUST EXIST. MAN -TOLE TO GRADE.

EACH
8 11. AS DETERMINED BY THE PUBLIC WORKS DIRECTOR, THE DEVELOPER IS RESPONSIBLE AS A MINIMUM 15 O
CONSTRUCT 10' WIDE CROSS GUTTER PER
EACH
3 FOR ROAD IMPROVEMENTS TO CENTERLINE, AND MAY BE REQUIRED TO RECONSTRUCT EXISTING

PAVEMENT, INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE STRUCTURAL RIVERSIDE COUNTY STD. NO. 209.
-

INDEX.
- - -

STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC
CONSTRUCT 20' WIDE CROSS GUTTER PER RIVERSIDE COUNTY
- -
t6
EACH
1 -
STD. NO. 209 AS MODIFIED PER DETAIL ON SHEET 2.
_

CONSTRUCTION PROJECTS DISTURBING MORE THAN FIVE ACRES MUST OBTAIN A NATIONAL POLLUTANT 17 CONSTRUCT 5" A.C OVER 7.5" CLASS 2 AGGREGATE BASE
S.F.
106,196
/
_ _
- 12.
_
_
DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO FILE A CONSTRUCT BUS TURN OUT PER RIVERSIDE CO. STD. 814 AS
'G -=f A
18 MODIFIED PER DETAIL ON SHEET 2.

EACH
1 8th
STREET
NOTICE OF INTENT (N01) WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB), PREPARE AND MONITORING PLAN FOR THE SITE.
_
_
_
__
J�

STORM WATER POLLUTION PREVENTION PLAN (SWPP)
19 GRADE DIRT SHOULDER TO MATCH EXIST. & REDEFINE SWALE L.S.
--
1 (SHEET '�
SR _
'�-,
4 20
CONSTRUCT TEMPORARY BARRICADE PER RIVERSIDE CO. STD 810 EACH
2 13. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SIGNS AND

MARKINGS NOT INCLUDED IN THE SIGNING AND STRIPING PLAN WITHIN THE PROJECT AREAS, OR

ON ROADWAYS ADJACENT TO THE PROJECT BOUNDARIES, UPON THE REQUEST OF THE DIRECTOR

OF PUBLIC WORKS OR HIS DESIGNEE TO IMPROVE TRAFFIC SAFETY ON THE ROADS UNDER THE JURISDICTION OF THE DEVELOPER.

INDEX OF SHEETS
LEGEND
LOCATION MAP 14. EXISTING STORM DRAIN PIPES / CULVERTS (WHETHER TO BE CONNECTED TO, EXTENDED,

ADJUSTED, DRAINED TO, OR JUST IN THE PROJECT VICINITY) MUST BE REPAIRED, AND /OR

SHEET DESCRIPTION

FINISHED SURFACE FS TOP OF DIKE TD CLEANED TO MAKE THEM FUNCTIONAL AND ACCEPTABLE AS DIRECTED BY THE PUBLIC WORKS 1 TITLE SHEET

GRADE BREAK GB NATURAL GROUND NG
HIGH POINT HP PORTLAND CEMENT CONCRETE...PCC 200 0 200 400 600 DEPARTMENT.

ASSURING THAT PROPOSED
2 TYPICAL SECTIONS Sc. DETAILS
3-5 STREET PLAN & PROFILE
6-7 SIGNING & STRIPING
8-9 CROSS SECTIONS

TOP OF CURB TC ASPHALT CONCRE TE AC

FLOWLINE FL CONCRETE CONC GRAPHIC SCALE

LOW POINT LP DRIVEWAY DWY

PROPERTY LINE E WATER METER WM

RIGHT OF WAY R/W TELEPHONE BOX GTE

15. DEVELOPER SHALL BE FULLY RESPONSIBLE IN

IMPROVEMENTS CONFORM TO THE APPROVED PLANS, SPECIFICATIONS AND CITY OF BEAUMONT STANDARDS. WHERE DEVIATIONS EXIST, DEVELOPER SHALL PROPOSE CORRECTIVE MEASURES FOR REVIEW AND APPROVAL BY THE CITY.

CURB FACE CF WATER VALVE WV

EDGE OF PAVEMENT EP VAULT VLT
FINISHED GRADE FG POWER POLE PP DECLARATION OF ENGINEER OF RECORD:

EXISTING ELEVATION 100.50, (100.50)
NOTE: FINISHED ELEVATION +101.50

I HEREBY DECLARE THAT IN MY PROFESSIONAL OPINION, THE DESIGN OF THE THE ABOVE QUANTITIES ARE ENGINEER'S ESTIMATE ONLY. PROPERTY LINE IMPROVEMENTS AS SHOWN ON THESE PLANS COMPLIES WITH THE CURRENT CONTRACTOR TO VERIFY ALL QUANTITIES FOR BID SUBMITTAL. CENTERLINE PROFESSIONAL ENGINEERING STANDARDS AND PRACTICES. AS THE ENGINEER IN I

THESE IMPROVEMENTS, I ACCEPT FULL

RIGHT-OF-WAY (R/W) ---R/W --- - RESPONSIBLE CHARGE OF THE DESIGN OF FOR SUCH DESIGN. I UNDERSTAND AND ACKNOWLEDGE THAT THE Cherry Valley a i,
EXIST. WATER LINE W RESPONSIBILITY DUTTON ST
EXIST. BLOCK WALL := PLAN CHECK OF THESE PLANS BY THE CITY OF BEAUMONT IS A REVIEW FOR THE VINELAND ST I' w THESE PLANS COMPLY WITH CITY PROCEDURES >

LIMITED PURPOSE OF ENSURING THAT
EXIST. GAS LINE G F-
T AND OTHER APPLICABLE CODES AND ORDINANCES. THE PLAN REVIEW PROCESS IS NOT A v7 Q 0
EXIST. TELEPHONE LINE
DETERMINATION OF THE TECHNICAL ADEQUACY OF THE DESIGN OF THE IMPROVEMENTS. Z >
EXIST. TV LINE TV 0
SUCH PLAN CHECK DOES NOT THEREFORE RELIEVE ME OF MY DESIGN RESPONSIBILITY. - CC
CC
EXIST. ELECTRICAL LINE (EDISON) E-
BROOKS I DE AV o co v7

EASEMENT LINE

AS THE ENGINEER OF RECORD, I AGREE TO DEFEND AND INDEMNIFY THE CITY OF BEAUMONT, ITS OFFICERS, ITS AGENTS, AND ITS EMPLOYEES FROM ANY AND ALL LIABILITY, a N

CLAIMS, DAMAGES, OR INJURIES TO ANY PERSON OR PROPERTY ARISING FROM NEGLIGENT ACTS, ERRORS OR OMISSIONS OF THE ENGINEER OF RECORD, HIS EMPLOYEES, HIS AGENTS OR 14TH ST 'Q Q a HIS CONSULTANTS. fin
SIGNATURE: -01
Q
II
DATE: O1,�6$l�
=
�, P�o�ect Site
CONSTRUCTION contractor agrees that in accordance with generally accepted LICENSE No. 51(4.7 EXP. i11311os 0
�' 10
construction practices, construction contractor will be required to assume sole w 8TH ST z

WILSON ST
and complete responsibility for job site conditions during the course of Li 60 6TH ST
construction of the project, including safety of all persons and property, that

RAMSEY ST
this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further aggrees to defend, indemnify and hold design professional harmless from any and all liability, real QQ FEST/Oyu, I NTERSTATE 10

THE PRIVATE ENGINEER SIGNING THESE PLANS IS

RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABILITY OF THE DESIGN HEREON. IN THE
or alleged, in connection with the performance of work on this project, excepting �� �� S. SGI liability arising from the sole negligence of design professional. ,`� �v• \ 1 ` �
4 x No. 57667 Z
Beaumont

EVENT OF DISCREPANCIES ARISING AFTER CITY
UNAUTHORIZED CHANGES & USES: The
engineer preparing these plans will not
g p p g
ce Exp, 1? -31-05
R „

VICINITY MAP

APPROVAL OR DURING CONSTRUCTION, THE
e NOTE:
be responsible for, or liable for,
`

PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR

FOR DETERMINING AN ACCEPTABLE SOLUTION AND
unauthorized changes to or uses of these
plans. All changes to the plans must be
in writing & must be approved by the

ALL ELEVATIONS ARE ABBREVIATED

AND DO NOT REPRESENT ACTUAL
ELEVATIONS. ADD 2000 FEET TO
✓'
t CIO- 4ti`r NTS
DF CAL\

REVISING THE PLANS FOR APPROVAL BY THE
CITY.
preparer of these plans.

OBTAIN ACTUAL ELEVATION.

,

BENCHMARK CITY OF BEAUMONT
DESIGN BY:

YB/DB

CITY OF BEAUMONT, CALIFORNIA
SHEET
BASIS OF BEARINGS:

PLANNING ■ DESIGN ■ CONSTRUCTION
_
DESCRIPTION:

NO. 07. A.82
DRAWN BY:

R@viewed By. Date: Ce
l

STREET IMPROVEMENT PLAN
DIGN T

BASED ON THE LINE BETWEEN STATIONS
DESCRIPTION:
`���
/I
1-3/8" BRASS CAP MONUMENT MARKED
CHECK�DSBY: _
,//�
"TRAK" AND "MATH" (POSITIONS PER
"CITY B.M. 7". LOCATED AT THE S.E.
74 410 NIGti11VAY111
Recorrrnend Approval8y� Date: G /4 /�"
8th STREET / XENIA AVENUEilD
n1 .TOIL,
NATIONAL GEODETIC SURVEY, NAD83,
PALM DESERT, CALIFORNIA 92260 4114 ��PAGES
`1(HOO)
Z27-2600
EPOCH 1995.5) AS SHOWN ON M.B. 102,
CORNER 14TH AND PENNSYLVANIA AVE.,
59 FT. S'LY AND 22 FT. E'LY OF
CDNSULTIING 760.346.7481 FAX 760.346.8315 • www.RBF.com (AS
`
' Lil_-___.

TITLE SHEET • VICINITY MAP • GENERAL NOTES
OF 9 SHEETS
Approved By /J`"" Date:
y
THROUGH 65 OF RECORDS IN
NOTED)
Al OwO�°Ag
50 COUNTY RECORDER'S OFFICE OF
CENTERLINE INTERSECTION, 2 FT. S'LY
DATE:

Director of Pu li orks
S. , R. 1 W. AND SEC.2
PORTIONS OF SECT.
p�wING ;
BeTw yaaI�g

RIVERSIDE COUNTY, CALIFORNIA
OF B.C.R.

BY
MARK

DESCRIPTION
APPR.

DATE
-------
MAY 14 2004
S. R . 1 W . S.B.M.

AND 11 , T . 3 S .
4428THOOI.DWG
I t,�
fO4
,
City of Beaumont; Public Works De ent
, ,
,

UNDFROROUND SERVKB AL ERT OF SOMBERN CALIFORNIA
DATE: OCD ` "V
JOB NUMBER:

FOR:

FILE NO.:

BEING: N 52'49'02.84" E
ELEV.= 2678.277 (1982)

ENGINEER

REVISIONS
CITY
MIC AEL S. SUTTON R.C.E. 57667 * EXP. 12-31-2005
20 100442
Engineering Division

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PROP.

R/W
44'
12'
6'
I?%

PROPOSEIY
CURB &
GUTTER
PROP.

R/W
I•
40'
32'
A% M
A 144°
40'
VARIES
±31' TO 32'

EXISTING AC
R -VALUE- 41; TI=8.0
8TH STREET
FROM STA. 95+75.12 TO 99+27.05
FROM STA. 105+00.30 to 107+78.78
FROM STA. 110+27.68 TO 116+24.13
(NOT TO SCALE)
44'
R/W
40'
12'
6'
PROPOSED"
CURB &
GUTTER
R/W

THE PRIVATE ENGINEER SIGNING THESE PLANS IS

RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABILITY OF THE DESIGN HEREON. IN THE

EVENT OF DISCREPANCIES ARISING AFTER CITY

APPROVAL OR DURING CONSTRUCTION, THE

PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR

FOR DETERMINING AN ACCEPTABLE SOLUTION AND

REVISING THE PLANS FOR APPROVAL BY THE
CITY.
32'
3 ML
3%
2%
EXIST.

R/W

EXISTING
CURB &
GUTTER
40'
VARIES
13'MIN.,23"MAX.
3%��N

EXISTING AC
R -VALUE= 41; T1=8.0
8TH STREET
FROM STA. 102+25.00 TO 105.00.30
FROM STA. 107+78.78 TO 110+27.68
FROM STA. 117+11.78 TO 124+18.18
(NOT TO SCALE)
V
10'±
R-VALUE = 35; TI=8.0

XENIA AVENUE
FROM STA. 10+84.94 TO 11+85.00
FROM STA. 15+47.92 TO 22+22.00
(NOT TO SCALE)
R -VALUE= 35; TI=8.0

XENIA AVENUE
FROM STA. 11+85.00 TO 15+47.92
(NOT TO SCALE)
6" DEEP
EXMt
R
D]
NOTE

ALL ELEVATIONS ARE ABBREVIATED

AND DO NOT REPRESENT ACTUAL
ELEVATIONS. ADD 2000 FEET TO
OBTAIN ACTUAL ELEVATION.

LEGEND
PAD
REMOVE A.C. PAVEMENT
5 "AC OVER 7.5" CLASS I I , AGGREGATE BASE(8TH STREET)
5"AC OVER 9" CLASS II, AGGREGATE BASE(XENIA AVENUE)
No, 57667 a
Exp, 12-31-05
r,. CIVIC

BUS TURNOUT
(NOT TO SCALE)
20'
10'
10'
CLASS "B"
GRAVEL OR BASE MATERIAL ?

CROSS GUTTER
(NOT TO SCALE)

PAVEMENT FINISHED

SURFACE
2x4 REDWOOD HEADER
W 1x4x24" SPLICES

AT ALL JOINTS

CONSTRUCTION NOTES
0 0
O
0 O
O
0 10
11 12
13 14
15 16
17 18
19 SAY/CUT AND REMOVE EXISTING AC PAVEMENT.

REMOVE EXISTING.

EXISTING POWER POLE TO BE RELOCATED BY SCE.

PROTECT EXISTING IN PLACE.

RECONSTRUCT DRIVEWAY BETWEEN PROPOSED EDGE OF
PAVEMENT & EXIST. R/W, MAINTAINING DRAINAGE SWALE.

MATCH EXISTING AT R/W.

CONSTRUCT 5" AC OVER 9" CLASS 2 AGGREGATE BASE.

INSTALL REDWOOD HEADER PER DETAIL.

CONSTRUCT CONCRETE SIDEWALK PER COUNTY OF RIVERSIDE
STD. NO. 401 (WIDTH PER PLAN).

CONSTRUCT CURB RAMP, CASE A, PER RIVERSIDE COUNTY
STD. NO. 403
CONSTRUCT TYPE "A-6" CURB & GUTTER, PER RIVERSIDE
COUNTY STD. NO. 200.

REMOVE AND DISPOSE OF EXISTING PAVEMENT.

CONSTRUCT 6' A.C. DIKE PER RIVERSIDE COUNTY
STD. NO. 212.

ADJUST EXIST. VALVE TO GRADE.

ADJUST EXIST. MANHOLE TO GRADE.

CONSTRUCT 10' WIDE CROSS GUTTER PER
RIVERSIDE COUNTY STD. NO. 209.

CONSTRUCT 20' WIDE CROSS GUTTER PER RIVERSIDE COUNTY
STD. NO. 209 AS MODIFIED PER DETAIL ON SHEET 2.

CONSTRUCT 5" A.C OVER 7.5" CLASS 2 AGGREGATE BASE
CONSTRUCT BUS TURN OUT PER RIVERSIDE CO. STD. 814 AS
MODIFIED PER DETAIL ON SHEET 2.

GRADE DIRT SHOULDER TO MATCH EXIST. & REDEFINE SWALE
CONSTRUCT TEMPORARY BARRICADE PER RIVERSIDE CO. STD 810 SHOULDER GRADING, 10:1 MAX.
ier—

EXISTING GROUND
d GALVANIZED NAILS (TYP.)
1 x2x12" REDWOOD STAKES
0 6 O.C. MAX.

REDWOOD HEADER DETAIL
(NOT TO SCALE)

DIAL TOLL FREE
1(800) 227-2600
At Least Two Working Days
Bthto You Dig
UNDERGROUND 8H(YPC8 ALERT Of SOVIEERN CAUL *NL4
BASIS OF BEARINGS:

DESCRIPTION:

BASED ON THE LINE BETWEEN STATIONS
"TRAK" AND "MATH" (POSITIONS PER
NATIONAL GEODETIC SURVEY, NAD83,
EPOCH 1995.5) AS SHOWN ON M.B. 102,
PAGES 50 THROUGH 65 OF RECORDS IN

COUNTY RECORDER'S OFFICE OF

RIVERSIDE COUNTY, CALIFORNIA
BEING: N 52'49'02.84" E

BENCHMARK CITY OF BEAUMONT
DESCRIPTION: NO. 07.A.82
1-3/8„ BRASS CAP MONUMENT MARKED
"CITY B.M. 7". LOCATED AT THE S.E.

CORNER 14TH AND PENNSYLVANIA AVE.,
59 FT. S'LY AND 22 FT. E'LY OF
CENTERLINE INTERSECTION, 2 FT. S'LY
OF B.C.R.

ELEV.= 2678.277 (1982)
BY
MARK

DESCRIPTION
APPR.

DATE

ENGINEER

REVISIONS
CITY

CONSULTING
7V4ii()
MICHAEL S. SUTTON
PLANNINI3 ■ DESIGN ■ CONSTRUCTION
74-410 HIGHWAY 111
PALM DESERT, CALIFORNIA 92260-4114
760.346.7481 • FAX 760.346.8315 • www.RBF.com
DATE: 0512G/04
R.C.E. 57667 • EXP. 12-31-2005
DESIGN BY:
vB/DB
DRAWN BY:

DB/JC
CHECKED BY:

MSS
SCALE:
1-= 40'
DATE:

MAY 14, 2004
Reviewed By.

Recorrrrlended,,for Approval By.

Approved By.. k
JOB NUMBER:
20100442
Director of orks
Date: 4 1
Data 6/i -0/ -
Data cii7-o`L
City of Beaumont Public Works De en t
Engineering Division

CITY OF BEAUMONT, CALIFORNIA

STREET IMPROVEMENT PLAN
8th STREET / XENIA AVENUE

TYPICAL SECTION AND DETAILS
PORTIONS OF SEC.35, T.2 S., R. 1 W. AND SEC.2
AND 11, T. 3 S., R. 1 W., S.B.M.

SHEET
2 OF 9 SHEETS
DRAWING NAME: ,
4428TH003.DWG
FOR:

PARDEE HOMES
FILE NO.:
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SAWCUT EXIST. PAVEMENT .
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N I A AVENUE
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DATA TABLE
STD. NO. 212.
® EXISTING POWER POLE TO BE RELOCATED BY SCE.
5 "AC OVER 7.5" CLASS II, AGGREGATE BASE (8 TH STREET)
®

BEAR I NG/DELTA
RADIUS
LENGTH

TANGENT
13 ADJUST EXIST. VALVE TO GRADE.
® PROTECT EXISTING IN PLACE.
1 N89'46'16"W
--
424.88'
--
ADJUST EXIST. MANHOLE TO GRADE.
2 N89'46'16"W
--
351.93'
--
5 RECONSTRUCT DRIVEWAY BETWEEN PROPOSED EDGE OF O
5" AC OVER 9" CLASS 11, AGGREGA TE BASE (XEN I A AVENUE) 3 N83' 46' 02"E
--
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--
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35.00'

54.95'

34.97'
MATCH EXISTING AT R/W. 15
RIVERSIDE COUNTY STD. NO. 209.
40 0 40 80 120
5 90.01'05"

35.00'

54.99'

35.01'
® CONSTRUCT 5" AC OVER 9" CLASS 2 AGGREGATE BASE. 16 CONSTRUCT 20' WIDE CROSS GUTTER PER RIVERSIDE COUNTY

35.00'

54.97'

34.99'
6 89.58'50"
Q�,QfESS1g STD. NO. 209 AS MODIFIED PER DETAIL ON SHEET 2. 7 N06.31'39"E
--

59.74'
--
D s, 9l ® INSTALL REDWOOD HEADER PER DETAIL.

THE PRIVATE ENGINEER SIGNING THESE PLANS IS

GRAPHIC SCALE
8 N89'44'45"W
--
1414.64'
--
��� P�v ,P,(, id' `y 1. 17 CONSTRUCT 5" A.C OVER 7.5" CLASS 2 AGGREGATE BASE s f' CONSTRUCT CONCRETE SIDEWALK PER COUNTY OF RIVERSIDE

RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABILITY OF THE DESIGN HEREON. IN THE
9 • . »
N89 44 45 W
--
,

95.00 --
�, -A
- u o r' ® STD. NO. 401 (WIDTH PER PLAN). 18 CONSTRUCT BUS TURN OUT PER RIVERSIDE CO. STD. 814 AS O

EVENT OF DISCREPANCIES ARISING AFTER CITY
10 • � "
N89.44'45"W
--
174.99'

--
� No. 576b7 z '�' MODIFIED PER DETAIL ON SHEET 2.

Exp, 12-31_05 -:'

APPROVAL THE
NOTE:
' 09 CONSTRUCT CURB RAMP, CASE A, PER RIVERSIDE COUNTY

OR DURING CONSTRUCTION,
11 N8641 55 E
--
100.44
--
*
19 PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR

FOR SOLUTION AND

ALL ELEVATIONS ARE ABBREVIATED

AND DO NOT REPRESENT ACTUAL
12 • . "
N83.23+55"E
--
.
159.17
--
�+ �, STD. NO. 403 GRADE DIRT SHOULDER TO MATCH EXIST. & REDEFINE SWALE ,› CIVI\.
"A-6"

DETERMINING AN ACCEPTABLE

REVISING THE PLANS FOR APPROVAL BY THE
ELEVATIONS. ADD 2000 FEET TO
13 N89 44 45 W
--
199.50'
--
OF GAO!' CONSTRUCT TYPE CURB & GUTTER, PER RIVERSIDE
10 CITY.

OBTAIN ACTUAL ELEVATION.
14 N89'44'45"W
--

32.48'
--
COUNTY STD. NO. 200.

BASIS OF BEARINGS:

BENCHMARK CITY OF BEAUMONT
PLANNiNi3 ■ DESi�N ■ CONSTRUCTION
H1GFiWAY 111
■ ■ ■ MSS
PALM DESERT, CALIFORNIA 9'2260-4114
760.346,7481 • FAX 760.346.8315 • wwwRBF.com
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DESIGN BY:VB/

CITY OF BEAUMONT, CALIFORNIA
SHEET
OF 9 SHEETS
_1 Reviewed By — Data (Q`1 `
DIG T
DESCRIPTION:

DESCRIPTION: N0. 07.A.82

STREET IMPROVEMENT PLAN
FROM 425't WEST OF XENIA TO 150't WEST OF ALLEGHENY
STA95+75.12 TO 106+00.00
PORTIONS OF SEC . 35 , T.2 S . , R. 1 W. AND SEC . 2
AND 11, T. 3 S., R. 1 W., S.B.M.

DRAWN 8Y�
DB/JC
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BASED ON THE LINE BETWEEN STATIONS
"TRAK" "MATH"(POSITIONSPER 1-3/8
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BRASS CAP MONUMENT MARKED
1 Racor►�rnendeclr •• �� oval Data�i ��' OL 8thSTREET
(�-rECKED BY.CITY
ttli k,,, DIALTOId.FREl6
AND
NATIONAL GEODETIC SURVEY, NAD83,
B.M. 7'. LOCATED AT THE S.E. 74-410
CORNER 14TH AND PENN:E:YLVANIA AVE.,
Approved By. ► Data 4 -t -11.04-
1(800) 22? 2600
EPOCH 10 AS SHOWN ON M.B. 1O2,
FT. SLY AND 22 FT. LYOF CONSULTING
SCALE:
1"= 4o'
Y9
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PAGES 50 65 OF RECORDS IN

THROUGH

COUNTY RECORDER'S OFFICE OF
CENTERLINE INTER CTIO 2 FT. S'LY
_
Director of Pub s

DRAWING NAME
4428TH003.DWG
DATE:

MAY 14, 2004
Mote You Mg

RIVERSIDE COUNTY, CALIFORNIA
OF B.C.R.

BY
MARK