Agenda packet — Beaumont City Council, July 21, 2026 (part 4 of 20)

DOC # 2022-0447816
RECORDING REQUESTED BY:

CITY CLERK
WHEN RECORDED RETURN TO:

City Clerk
City of Beaumont
550 E. 6th Street
Beaumont, CA 92223
10/28/2022 12:16 PM Fees: $0.00

Page 1 of 41 ends

Recorded in Official Records
County of Riverside
Peter Aldana
Assessor -County Clerk -Recorder
**This document was electronically submitted
to the County of Riverside for recording**
Receipted by: KAREN #277

SPACE ABOVE THIS LINE FOR RECORDER'S USE

CITY OF BEAUMONT

SUBDIVISION IMPROVEMENT AGREEMENT
TRACT NO. 31462-16
DATE OF AGREEMENT: March 10, 2022
NAME OF SUBDIVIDER: Meritage Homes of California, Inc., a California Corporation . (hereinafter referred to as "Subdivider").

NAME/NUMBER OF DEVELOPMENT:
111 residential
PA 18 B subdivision
consisting of
, originally approved on
lots,
, and Tentative Tract 31462 ("Tract"
or "Tentative Tract Map") ,
originally approved on September 8th, 2016 .

FINAL TRACT MAP APPROVED ON RECORDED ON
AS INSTRUMENT NUMBER: ("Final Tract Map").

PROPERTY SUBJECT TO AGREEMENT: The real property which is the subject of this Agreement is located in the City of Beaumont, County of Riverside and is described in Exhibit "A" attached hereto and incorporated herein (hereinafter the "Property").

EST. TOTAL COST OF
PUBLIC IMPROVEMENTS:
$ $303,646.00
EST. TOTAL COST OF
PRIVATE IMPROVEMENTS:
$
EST. TOTAL COST OF
MONUMENTATION:
$
(see Exhibit "B")
(see Exhibit "B")
(see Exhibit "B")
BOND NUMBERS: 30152514 - PA 18 B Sewer Improvements
LETTER OF CREDIT NUMBERS:

Page 1 of 19 ends

Page 388 of 2226 ends

DOC #2022-0447816 Page 2 of 41
FINANCIAL INSTITUTION:

THIS SUBDIVISION IMPROVEMENT AGREEMENT ("Agreement") is made and entered into by and between the City of Beaumont, a California municipal corporation (hereinafter referred to as "City"), and Meritage Homes of California, Inc. a California Corporation (hereinafter referred to as "Subdivider"). City and Subdivider are sometimes referred to hereinafter individually as a "Party", and collectively as the "Parties".

RECITALS
A. Subdivider is the owner of certain real property located in the City of Beaumont legally described on Exhibit "A" attached hereto and incorporated and made part of this Agreement by this reference (the "Property").

B. The conditions of approval of the above referenced Tentative Tract Map and any related entitlements, which are hereby incorporated herein by this reference, require that prior to the issuance of building permits, the Subdivider and the City shall enter into a subdivision improvement agreement, secured with sufficient security, as a guarantee of the construction and completion of all public and private improvements and land development work required by said conditions of approval and by the City subdivision laws and codes.

D. In consideration of the approval of a final map by the City Council, Subdivider desires to enter into this Agreement, whereby Subdivider promises to install and complete, at Subdivider's own expense, all the public improvement work required by City in connection with the proposed subdivisoion. Subdivider has secured this Agreement by improvement security required by the Subdivision Laws.

E. Improvement Plans (the "Plans") for the construction, installation, and completion of the public and private improvements are being or have been prepared by Subdivider and will be subject to approval by the Director of Engineering/Public Works ("City Engineer"). The City has adopted standards (hereinafter "Standards") for the construction and installation of improvements within the City, and the Plans will be prepared in conformance with the Standards in effect on the date of the approval of the Application. The Plans will be on file in the Office of the City Engineer and are incorporated into this Agreement by this reference as if set forth fully herein. All references in this Agreement to the Plans shall be deemed to include reference to any specifications for all of the improvements as approved by the City Engineer.

F. An estimate of the cost for construction of the public and private improvements and performing the land development work according to the Plans has been made and approved by the City Engineer. The estimated cost of these improvements is set forth on Page One (1) of this Agreement, and the basis for the estimate is attached hereto as Exhibit "B" and incorporated and

Page 2 of 19 ends

Page 389 of 2226 ends

DOC #2022-0447816 Page 3 of 41
made part of this Agreement by this reference. The amounts of the Improvement Securities required to be posted with this Agreement are also based upon the estimate in Exhibit "B".

G. For the purposes of this Agreement, the term "Public Improvements" means all those improvements within the Tract intended for transfer or conveyance to the City or other public agency. The estimated cost of their construction is included in the above estimate included herein as Exhibit "B".

NOW, THEREFORE, in consideration of the issuance of the Final Tract map, Subdivider and City hereby agree as follows:

1. Subdivider's Obligation to Construct Improvements.
(a) In constructing and installing the improvements, Subdivider shall comply with all of the requirements and conditions of approval of in the Tentative Tract Map, related entitlements as well as the provisions of the Municipal Code and Subdivision Laws. (b) Subdivider shall complete, at its own expense, all the public and private improvements and related work on the Development, as required by the conditions of approval of the Tentative Map and related entitlements in conformance with the approved Plans and City Standards, including without limitation, those improvements set forth in Exhibit "B" (hereinafter collectively the "Improvements") within twenty-four (24) months of the date of this Agreement, unless a time extension is granted by the City as authorized by Section 20 of this Agreement. (c) Notwithstanding the time limits specified in Section 1(b) above, no single family dwelling unit or group of units shall be given final inspection and clearance for occupancy by City unless the private and public streets providing access to and fronting such units are completed, the final lifts of pavement on the streets are in place, and all wet and dry utility services (e.g. sewer, water, electrical power, telephone, gas, etc.) to such units are in place and are operational. (d) Subdivider shall furnish the necessary materials for completion of the Improvements in conformity with the Plans and City Standards.
(e) Subdivider shall acquire and dedicate, or pay the cost of acquisition by the City, of all right-of-way, easements and other interests in real property required for construction or installation of the Improvements, free and clear of all liens and encumbrances. Subdivider's obligations relating to acquisition by City of off -site rights -of -way, easements and other interests in real property shall be subject to a separate agreement between Subdivider and City. Subdivider shall also be responsible for obtaining any public or private drainage easements or authorizations therefor to accommodate the Development.
(f) Subdivider shall furnish and install all monuments, stakes and property corners on the lots and streets in the Property as specified on the final recorded tract maps for the Development in accordance with the provisions of the Subdivision Laws, and shall submit centerline tie sheets to City, within thirty (30) days after completion of the Improvements, or as

Page 3 of 19 ends

Page 390 of 2226 ends

DOC #2022-0447816 Page 4 of 41
specified in any separate monument agreement with the City, but in any event prior to their acceptance by the City.

2. Improvement Securities.
(a) Subdivider agrees to secure this Agreement with good and sufficient improvement securities in a form approved by the City Attorney (referred collectively hereinafter as "Improvement Securities" and individually as "Improvement Security") to guarantee the construction and completion of all the improvements in the Development. All such improvement securities shall be posted with the City prior to the City's final building inspection and issuance of a Certificate of Occupancy for any single family dwelling constructed by Subdivider, its agents, assigns or contractors, on any lot within the Development, as described in Exhibit "A". Said securities are estimated at this time in Exhibit "B" to be in the following amounts, and shall be for the purposes described as follows:
(i) $303,646.00 and 00/100 DOLLARS ($XXX,XXX.XX) to
ensure faithful performance of the construction and installation of the public and private Improvements required by this Agreement ("Performance Security"), which amount is 100% of the estimated cost of the Improvements as set forth in Exhibit "B"; and (ii) $303,646.00 and 00/100 DOLLARS ($XXX,XXX.XX)
to secure payment to any contractor, subcontractor, persons renting equipment or furnishing labor materials for the Improvements required to be constructed or installed pursuant to this Agreement ("Labor & Materials Security"), which amount is one -hundred percent (100%) of the estimated cost of the Improvements; and (iii) and 00/100 DOLLARS ($ XX,XXX.XX) in the form
of a Warranty Bond or cash deposit with the City to guarantee or warranty the Improvement work done pursuant to this Agreement for a period of one (1) year following acceptance/certification thereof by City, against any defective work or labor done or defective materials fumished ("Warranty Security"). The Warranty Security is 10% of the estimated cost of the Performance Security amount described above, and such Warranty Security must be provided by Subdivider to City prior to the City's release of any bonds or Improvement Securities filed with this Agreement.
(iv_) and 00/100 Dollars ($X,XXX.XX) in the form of a cash deposit, which is 100% of the estimated cost of setting all final subdivision monuments, boundary corners, front and rear lot corners and centerline ties not previously set or submitted on the lots and streets within the Property as described in Exhibit "A", and for the preparation and recordation of any related Certificate of Correction, as required by Section 66469 of the State Subdivision Map Act.
(b) The Improvement Securities required by this Agreement shall be kept on file with the City Clerk. If surety bonds are used, they must be issued by a surety company currently admitted to transact surety insurance business in California by the California Department of

Page 4 of 19 ends

Page 391 of 2226 ends

DOC #2022-0447816 Page 5 of 41
Insurance, with a Best's Insurance Guide rating of no less than A-. The terms of any documents evidencing such Improvement Securities as set forth in this Section 2 or referenced on Page One (1) of this Agreement, are incorporated into this Agreement by this reference as if set forth fully herein. If any Improvement Security is replaced by another type or kind of approved Improvement Security, subject to the approval of the form thereof by the City Attorney, the replacement shall be filed with City Clerk and, upon filing, shall be deemed to have been made a part of and incorporated into this Agreement. Upon filing of a satisfactory replacement Improvement Security with the City Clerk, the former Improvement Security shall be released. (c) Subdivider agrees to keep its Improvement Securities in full force and effect until they are reduced or released by City. If any Improvement Security provided by Subdivider is cancelled or terminated for any reason by the action of a surety, financial institution or other party, it shall be the responsibility of the Subdivider to immediately, upon written notice from City, provide a substitute Improvement Security which conforms to all the requirements of this Section 2 in the same amount or amounts.
(d) Any additions, changes, alterations, or modifications of this Agreement or to the Plans, Specifications and Improvements referred to herein, including any extension of time within which the work hereunder may be completed, shall not release or exonerate any surety or sureties on the Improvement Security given in connection with this Agreement.

3. Alterations to Improvement Plans: Modification of City Standards. (a) Any changes, alterations or additions to the Plans or to the Improvements, not exceeding 10% of the original estimated cost of the Improvements, which are mutually agreed upon by City and Subdivider, shall not require Subdivider to increase any Improvement Securities provided under this Agreement. In the event such changes, alterations, or additions exceed 10% of the original estimated cost of the Improvements, Subdivider shall provide additional Performance Security as required by Section 2 of this Agreement for 100% of the total estimated cost of the Improvements as changed, altered, or amended, minus any completed partial releases allowed by Section 7 of this Agreement. Subdivider shall also provide additional Labor & Materials Security as required by Section 2 of this Agreement for 50 % of the total estimated cost of the Improvements as changed, altered, or amended.
(b) Subdivider shall construct all Improvements in a good and workman like manner and in accordance with the City Standards in effect as of the date of the Approval Action specified on Page One (1) hereof. The City reserves the right to modify the Standards applicable to the Subdivision and this Agreement, when necessary to protect the public safety or welfare or to comply with applicable State or Federal law or City zoning ordinances. If Subdivider requests and is granted an extension of time for completion of the Improvements, the City may apply the Standards in effect at the time the extension is granted.

4. Modification of Drainage Plan. Subdivider agrees that if during the course of construction and installation of Improvements it shall be determined by the City Engineer that

Page 5 of 19 ends

Page 392 of 2226 ends

DOC #2022-0447816 Page 6 of 41
revision of the drainage plan is necessary in the public interest, it will undertake such design and construction changes as may be reasonable and as are indicated by the City Engineer and approved by City. Said changes, if any, shall be confined to the Property.

5. Reserved.

6. Inspections; Final Acceptance and Certification of Improvements. (a) Subdivider shall at all times maintain proper facilities and safe access for inspection of the Improvements by City inspectors and to the shops wherein any work is in preparation. (b) Upon completion of the Improvements covered in this Agreement, the Subdivider shall request a final inspection by the City Engineer or his/her authorized representative.

Following receipt of such request, the City Engineer shall inspect the Improvements, make certain determinations and take certain actions as follows:
(i) If the City Engineer, or his/her authorized representative, determines that the Public Improvements requiring acceptance by another public agency have been completed in accordance with this Agreement, then the City Engineer shall request said agency to make a final inspection of such improvements and certify to the City that such improvements have been completed and installed to the satisfaction of said agency. Upon receipt of such certification, the City Engineer may release or reduce the securities held for such improvements. Any certification and/or acceptance of the Public Improvements shall not constitute a waiver of any defects by City.
(ii) For Improvements not requiring dedication to or acceptance by the a public agency (the "Private Improvements"), the City Engineer or his/her authorized representative shall inspect such improvements, and/or shall have the discretion to accept a certification from Subdivider's registered civil engineer stating that the Private Improvements have been completed in accordance with the approved Plans, City Standards and the Tentative Map. If the City Engineer, or his/her authorized representative, makes a finding, based on his/her own inspection (and/or any certification submitted by Subdivider's registered civil engineer) that the Private Improvements have been installed and constructed in accordance with the approved Plans, City Standards and the Tentative Map, the City Engineer shall recommend certification of the completion of the Private Improvements by placing an item on the next most convenient City Council agenda requesting certification and authorization to release the Improvement Securities. Said determination by the City Engineer and agendization of the certification and release shall not be unreasonably withheld or delayed.
(c) Subdivider shall bear all costs of inspection and certification of the Improvements.

7. Release of Improvement Securities.
(a) The Performance Security shall be fully released only upon the final completion and certification of all Private Improvements and Public Improvements. Partial releases may be

Page 6 of 19 ends

Page 393 of 2226 ends

DOC #2022-0447816 Page 7 of 41
permitted subject to the provisions of Subsections
)r ,and
l) and ) after CityCouncil
Upon final
completion
of the Public and Private Improvements underthis Agreement, acceptance/certification, the City shall file a Notice of Completion in accordance with the California Civil Code.
(i) The City Engineer may release a portion of the Performance Security, as work on the Improvements progresses, upon written application thereof by the Subdivider; provided, however, that no such release shall be considered by City for an amount less the cost estimate of the remaining work does not exceed twenty percent (20%) or less of the estimate of the total amount of work to be done as shown in Exhibit "B". Upon approval of a partial release or the reduction of Performance the r the value uce such
Performance Security to an amount less thantwo hundred percent (200%)of of the work remaining to be done. City and Subdivider agree that not more than two requests for reduction or partial release of Performance Security shall be considered between the start of construction and the completion and acceptance/certification of the Improvements by the City.
(ii) In no event shall the City Engineer authorize a release or reduction of the Performance Security which would reduce security
imposed upon
to guarantee the completion of the Improvements and any other obligations Subdivider by this Agreement.
(iii) No partial reduction or release of the Performance Security shall constitute or be construed as the City's acceptance or certification of any Improvements or related work. Such partial reductions or releases (if any) will merely reflect that a certain portion of the required work has been done.
(b) The Labor & Materials Security shall, ninety (90) days after the City's recordation of the Notice of Completion described in Subsection 7(a), be reduced to an amount equal to the total claimed by all claimants for whom liens have been filed and of which notice has been given to City, plus an amount reasonably determined by the City Engineer to be required to assure the performance of any other obligations
secured
L s Security
cover
ans
related legal costs. The balance shall bereleased upon the settlement ofall claims obligations for which the Labor & Materials Security was given. If no claims or liens have been filed and no notice has been given to City within said ninety (90) day period, then the Labor & Materials Security shall be released in full.
(c) The Warranty Security shall not be released until after the expiration of the one-year (1 -year) warranty period and until any claims filed during the warranty period have been settled.

As provided in Section 11, below, the warranty period shall not commence until final acceptance/certification of the Improvements and related work by the City Council.

Page 7 of 19 ends

Page 394 of 2226 ends

DOC #2022-0447816 Page 8 of 41
(d) The Monumentation Security may be released in full by the City Engineer in accordance with the terms of the separate monument agreement with the City, or if there is none, upon submittal of the following:
(i) a written certification from the professional engineer or surveyor responsible for setting the monuments stating that all the final monuments for the Subdivision have been set in accordance with the Professional Land Surveyors Act and the Subdivision Map Act, and that the professional engineer or surveyor has been paid in full by Subdivider for such services; and
(ii) centerline tie sheets prepared in a manner acceptable to the City Engineer showing the locations of centerline monuments in existing public or private streets; and (iii) any Record of Survey required by this Agreement has been filed with the County of Riverside and recorded.
(e) The City may retain from any Improvement Securities released an amount sufficient to cover costs and reasonable expenses and fees, including reasonable attorneys' fees.

8. Injury to Public Improvements, Public Property or Public Utilities Facilities.

Subdivider shall replace or repair, or cause the repair or replacement of any and all public or private improvements, public utilities facilities and survey or subdivision monuments which are destroyed or damaged as a result of any work under this Agreement. Subdivider shall bear the entire cost of replacement or repairs of any and all public or private improvements or utility property damaged or destroyed by reason of any work done under this Agreement, whether such property is owned by the United States or any agency thereof, or the State of California, or any agency or political subdivision thereof, or by the City or any public or private utility corporation or by any combination of such owners. Any repair or replacement shall be made to the reasonable satisfaction, and subject to the approval of the City Engineer and the owner of any such public or private improvement.

9. Permits. Subdivider shall, at Subdivider's expense, obtain all necessary permits and licenses for the construction and installation of the Improvements, give all necessary notices and pay all fees and taxes required by law.

10. Notice of Breach/Default of Subdivider.
(a) Default of Subdivider shall include, but not be limited to: (1) Subdivider's failure to timely complete construction of the Improvements; (2) Subdivider's unwarranted failure to timely cure any defect in the Improvements; (3) Subdivider's failure to perform substantial construction work for a period of twenty (20) consecutive calendar days after commencement of the work; (4) Subdivider's insolvency, appointment of a receiver, or the filing of any petition in bankruptcy either voluntary or involuntary which Subdivider fails to discharge within thirty (30) days; (5) the commencement of a foreclosure action against the Property or a portion thereof, or any conveyance in lieu or in avoidance of foreclosure; (6) Subdivider's failure to keep the Improvement

Page 8 of 19 ends

Page 395 of 2226 ends

DOC #2022-0447816 Page 9 of 41
Securities in full force and effect; (7) Subdivider's failure to notify the City of any sale, transfer or other disposition of the Property to a purported new Subdivider; (8) Subdivider's failure to maintain insurance; or (9) the failure of Subdivider or Subdivider's contractors, subcontractors, agents or employees to comply with any other terms and provisions of this Agreement. (b) In the event of any such default, the City Engineer or the City Council may serve written notice to Subdivider specifying in reasonable detail the nature of the default. Subdivider shall have thirty (30) days from receipt of said notice to cure the default; provided that, if the default is not reasonably susceptible to being cured within said thirty (30) days, Subdivider shall have a reasonable period of time to cure the default so long as Subdivider commences to cure the default within said thirty (30) days and diligently prosecutes the cure to completion. (c) If following service of such written notice of default, Subdivider fails to cure or commence curing the default to the satisfaction of City within the cure period specified in Subsection 10(b), above, the City Engineer or the City Council may serve notice of Subdivider's default upon Subdivider and where applicable Subdivider's surety, or the holder(s) of any other Improvement Securities, in accordance with the notice provisions set forth in Section 22 of this Agreement.
(d) In the event of service of the notice of default specified in Subsection 10(c), above, Subdivider's surety shall have the duty to take over and complete the Improvements and related work required under this Agreement; provided; however, that if the surety, within twenty (20) days after the serving upon it of such notice of default, does not give the City written notice of its intention to take over the construction of said Improvements or does not, within ten (10) days after giving City notice of such election, commence to complete the Improvements, City may take over the work and prosecute the Improvements to completion, by contract or by any other method City may deem advisable, for the account and at the expense of Subdivider, and Subdivider's surety shall be liable to City for any costs or damages occasioned City thereby; and, in such event, City, without liability for so doing, may take possession of, and utilize in completing the Improvements, such materials, appliances, plant and other property belonging to Subdivider as may be on the site of the work and necessary for the completion of same. (e) The City reserves to itself all remedies available to it at law or in equity for Subdivider's default under this Agreement. The City shall have the right, subject to this Section, to draw upon or utilize the appropriate Improvement Securities to mitigate City's damages in event of default by Subdivider. The right of City to draw upon or utilize the Improvement Securities is additional to and not in lieu of any other remedy available to City. It is specifically recognized that the estimated costs and amounts of Improvement Securities may not reflect the actual cost of construction or installation of the Improvements, and therefore, City's damages for Subdivider's default shall be measured by the actual cost of completing the required Improvements. The sums provided by the Improvement Securities may be used by City for the completion of the Improvements in accordance with the Plans.

Page 9 of 19 ends

Page 396 of 2226 ends

DOC #2022-0447816 Page 10 of 41
(f) Failure of Subdivider to comply with the terms of this Agreement, including but not limited to, construction of all the Improvements as set forth herein and as required by the Tentative Map, shall constitute Subdivider's consent to: (1) the filing by City of a notice of violation against all of the lots in the Subdivision; (2) withholding of Building permits, utility connections and/or Certificates of Occupancy. The remedies provided by this Subsection (f) are in addition to and not in lieu of any other remedies available to City at law or in equity. Subdivider agrees that the choice of remedy or remedies for Subdivider's default or breach shall be in the sole discretion of City.
(g) In the event that Subdivider fails to perform any obligation hereunder, Subdivider agrees to pay all costs and expenses incurred by City in securing performances of such obligations, including costs of suit and reasonable attorney's fees. (h) The failure of City to take an enforcement action with respect to a default, or to declare a default or breach, shall not be construed as a waiver of that default or breach, or of any subsequent default or breach of Subdivider. Any failure by the City to enforce any provision of this Agreement shall not be construed as a waiver of the right to compel enforcement of such provision(s) and further shall not act to release any surety from its obligations under this Agreement.

11. Warranty.
(a) For a period of one (1) year after final acceptance/certification by the City Council of the Improvements, Subdivider shall guarantee or warranty all the Improvements against any defective work or labor done or defective materials furnished. If within the warranty period any work relating to the Improvements or any part of thereof furnished, installed, constructed or caused to be done, furnished, installed or constructed by Subdivider fails to fulfill any of the requirements of this Agreement or the Plans, Subdivider shall without delay and without any cost to City, commence to repair or replace or reconstruct any defective or otherwise unsatisfactory part or parts of the work or structure within thirty (30) days of receiving written notice from City of the defect and diligently prosecute the repair or replacement work to completion. (b) Should Subdivider fail to act promptly or in accordance with the repair/replacement requirements set forth herein, Subdivider hereby authorizes City, at City's option, to perform the repair/replacement work twenty (20) days after mailing written notice to Subdivider and to Subdivider's surety, and Subdivider agrees to pay City for the cost of such work. (c) Should the City determine that an emergency or a threat to the public safety and welfare exists from the condition of the Improvements which require repairs, replacements or remedial measures to be made before Subdivider can be notified, City may, in its sole discretion, make the necessary repairs or replacements or perform the necessary work and Subdivider shall pay to City the cost of such repairs.

Page 10 of 19 ends

Page 397 of 2226 ends

DOC #2022-0447816 Page 11 of 41

12. Subdivider Not Agent of City. Neither Subdivider nor any of Subdivider's agents, officers, employees, or contractors are or shall be considered to be agents of City in connection with the performance of Subdivider's obligations under this Agreement.

13. Injury to Improvement Work; Risk of Loss. Until such time as the Public Improvements are accepted by City, Subdivider shall be responsible for and bear the risk of loss to any of the Public Improvements constructed or installed and shall be responsible for the care, maintenance of and any damage to such Public Improvements. Neither City, nor any of its agents, officers or employees shall be liable or responsible for any accident, loss or damage, regardless of cause, happening or occurring to the Public Improvements specified in this Agreement prior to the completion and acceptance of the Public Improvements by City. All such risks shall be the responsibility of and are hereby assumed by Subdivider. Subdivider is responsible for and shall bear the risk of loss for all Private Improvements at all times.

14. Other Agreements. Nothing contained in this Agreement shall preclude City from expending monies pursuant to agreements concurrently or previously executed between the Parties, or from entering into agreements with other Subdividers for the apportionment of costs of water and sewer mains, or other improvements, pursuant to the provisions of City ordinances providing therefor, nor shall anything in this Agreement commit to any such apportionment.

15. Subdivider's Obligation to Warn Public During Construction. Until final acceptance/certification of the Public Improvements pursuant to Section 6(b)(i), and final certification of construction of the Private Improvements pursuant to Section 6(b)(ii), Subdivider shall give good and adequate warning to the public of each and every dangerous condition existent in said Improvements, and will take all reasonable actions to protect the public from such dangerous conditions in, on or around the work site.

16. Vesting of Ownership. Upon acceptance of the Public Improvements and related work on behalf of the City, and after recordation of the Notice of Completion, ownership of the Public Improvements constructed within the Private streets in the Development shall vest in the name of the City, or applicable government agency or utility company, and any improvement constructed on any public street pursuant to this Agreement shall vest in City.

17. Indemnity/Hold Harmless.
(a) Neither the City, nor any official, officer, employee, contractor or agent thereof, shall be liable for any injury to persons or property occasioned by reason of the acts or omissions of Subdivider, its agents, subcontractors or employees in the performance of this Agreement.

Subdivider hereby agrees to, and shall defend and hold harmless City, its elective and appointive boards, commissions and officers, and its agents, contractors and employees from and against any and all claims, demands, causes of action, damages, costs, expenses, actual attorneys' fees, consultant's fees, expert's fees, losses or liability, in law or in equity, of every kind and nature whatsoever arising out of or in connection with Subdivider's operations, or any subcontractor's operations, to be performed under this Agreement for Subdivider's or subcontractor's tort

Page 11 of 19 ends

Page 398 of 2226 ends

DOC #2022-0447816 Page 12 of 41
negligence including active or passive, or strict negligence, including but not limited to personal injury including, but not limited to bodily injury, emotional injury, sickness or disease, or death to persons and/or damage to property of anyone, including loss of use thereof, caused or alleged to be caused by any act or omission of Subdivider or any subcontractor, or anyone directly or indirectly employed by any of them or anyone for the full period of time allowed by law, with the exception of the sole negligence or willful misconduct of City. (b) Subdivider's indemnity, defense and hold harmless obligations under this Section 17 are not conditioned or dependent upon whether City, or its elective and appointive boards, commissions and officers, or its agents, contractors and employees, prepared, supplied or reviewed any Plans or related specifications in connection with the Improvements, or whether City or Subdivider has insurance or other indemnification covering any of these matters. (c) Subdivider's obligation to indemnify, hold harmless and defend City shall extend to injuries to persons and damages to or alleged taking of property resulting from the design or construction of the Improvements. City's acceptance and/or certification of the Improvements shall not constitute an assumption by City of any responsibility or liability for any damage or alleged taking of property referenced herein. City shall not be responsible or liable for the design or construction of the Improvements constructed or installed pursuant to the Plans, unless the particular Improvement design was required by City over the written objection of Subdivider, which objection stated that the Improvement design was potentially dangerous or defective and set forth a safe and feasible alternative design. After City's acceptance/certification of the Improvements, Subdivider shall remain obligated to correct or eliminate all dangerous conditions caused by defects in design or construction; provided, however, that the Subdivider shall not be responsible for routine maintenance. Subdivider acknowledges and agrees that Subdivider shall be responsible and liable for the design and construction of the Improvements and other work done pursuant to this Agreement, and except as may be provided above, City shall not be liable for any acts or omissions in approving, reviewing, checking, correcting or modifying any Plans, or in inspecting, reviewing or approving any work or construction of Improvements. Subdivider's Improvement Securities shall not be required to secure Subdivider's obligations under this Section

17. 18. Sale or Disposition of Subdivision; Assignment. (a) Subdivider acknowledges and agrees that sale, transfer or other disposition of the Property prior to completion of the Improvements required hereunder will not relieve Subdivider from the obligations set forth in this Agreement, and Subdivider shall be required to notify City sixty (60) days in advance of any sale or transfer of ownership of the Property or any proposed assignment of this Agreement. If Subdivider sells or otherwise transfers the Property to any other person or entity prior to final completion of the Improvements, or wishes to assign this Agreement, Subdivider may request a novation of this Agreement and a substitution of Improvement Securities by the new owner or proposed assignee (hereinafter collectively for purposes of this Section, "Successor"). Subdivider shall be required to provide any documentation reasonably required by City to determine the appropriateness of any proposed Successor.

Page 12 of 19 ends

Page 399 of 2226 ends

DOC #2022-0447816 Page 13 of 41
(b) Any proposed Successor must demonstrate to the City its ability to perform and complete the obligations of Subdivider under this Agreement, as determined by objective standards of financial capability, creditworthiness and experience required for such performance, and the City shall have the right to compel the Successor to disclose all documents, information and other material which, in City's sole reasonable discretion, may establish or tend to establish that the proposed Successor meets the standards specified herein. Following approval by City and full execution of a novation (or other such release or assignment and assumption agreement(s) entered into by Subdivider, Successor and City), posting of satisfactory Improvement Securities and submission of required insurance by Successor, City shall release or reduce the securities posted by Subdivider in accordance with the provisions of such novation and release Subdivider of its obligations under this Agreement. Nothing in the novation (or other such release or assignment and assumption agreement entered into by Subdivider, Successor and City) shall relieve Subdivider of its obligations under any other Section of this Agreement for work or Improvements performed by Subdivider prior to the novation.

19. Time of the Essence. Time is of the essence in this Agreement.

20. Time for Completion of Improvements; Extensions.
(a) Subdivider shall commence and diligently prosecute to completion construction of all the Improvements required by this Agreement. The time for completion of the Improvements as specified in Subsection 1(b) of this Agreement may be extended as permitted by City ordinance. The City Manager may grant an extension of time for such period as may be in the public interest upon the showing of the Subdivider of good cause. Any such extension granted shall be subject to the limitations and conditions set forth in Subsections 20(b) and (c), below, and shall be made by a writing executed by the in a form as approved by the City Attorney. (b) Any such extension may be granted without notice to Subdivider's surety and shall not affect the validity of this Agreement or release the surety or sureties on any Improvement Securities given for this Agreement. However, City reserves the right to require as part of any extension amendment a written assurance from the surety acceptable to the City Attorney that the Improvement Securities required by Section 2 of this Agreement shall remain enforceable throughout the term of any extension.
(c) The City Manager shall be the sole and final judge as to whether or not good cause has been shown to entitle Subdivider to an extension. In addition, the time for completion of the Improvements shall be extended for any delay resulting from an act of City, or from an act of God, which Subdivider could not have reasonably foreseen, or by storm or inclement weather which prevents the conducting of work, or by strikes, boycotts, similar actions by employees or labor organizations, which prevent the conducting of work, and which were not caused by or contributed to by Subdivider, provided that Subdivider provides City with written notice of the delaying event within fifteen (15) days of the commencement of the delay. In the event of such delaying event, Subdivider shall use all reasonable efforts to remedy same and resume completion of the Improvements as promptly as practicable.

Page 13 of 19 ends

Page 400 of 2226 ends

DOC #2022-0447816 Page 14 of 41
(d) As a condition of granting an extension of time to complete the Improvements required by this Agreement, the City Manager may require Subdivider to furnish new or additional Improvement Securities guaranteeing performance of this Agreement as extended in an increased amount as necessary to compensate for any increase in construction costs as determined by the City Engineer.

21. Notice. All notices required by or provided for under this Agreement shall be in writing and delivered in person or sent by certified or registered mail, postage prepaid and addressed as provided in this Section. Notice shall be effective on the date it is delivered in person, or, if mailed, on the date of deposit in the United States Mail. Notices shall be addressed as follows unless a written change of address is filed with City:

Notice to City: City of Beaumont
550 E. 6th Street
Beaumont, CA 92223
Attn: City Manager
With a Copy to:

Notice to Subdivider:

John Pinkney, Esq.

SBEMP
1800 East Tahquitz Canyon Way
Palm Springs, CA 92262
Meritage Homes of California, Inc.
5 Peters Canyon Rd, Suite 310
Irvine, CA 92606
Attn: Efrem Joelson

22. Severabilitv. The provisions of this Agreement are severable. If any portion of this Agreement is held invalid by a court of competent jurisdiction, the remainder of the Agreement shall remain in full force and effect unless amended or modified in writing by the mutual consent of the Parties.

23. Captions. The captions of this Agreement are for convenience and reference only and shall not define, explain, modify, limit, exemplify, or aid in the interpretation, construction or meaning of any provisions of this Agreement.

24. Insurance.
(a) Subdivider shall, at all times during the construction of the Improvements, obtain, carry, maintain, and keep in full force and effect, at its sole cost and expense, policies of insurance of the types and in at least the minimum amounts described below:
(i) Commercial General Liability policy with a minimum combined single limit of One Million Dollars ($1,000,000) for each occurrence and Two Million Dollars ($2,000,000) in the aggregate for bodily injury, death, personal injury and property damage arising out of or in connection with the activities of the Subdivider and its contractors and subcontractors in performance of the work under this Agreement. Coverage shall be at least as broad as Insurance Services Office Commercial General Liability coverage

Page 14 of 19 ends

Page 401 of 2226 ends

DOC #2022-0447816 Page 15 of 41
(Occurrence Form CG 0001) and shall, in addition to the other coverages specified in this subsection, include coverage for independent contractors, ongoing operations, products and completed operations, contractual liability and personal and advertising injury. (ii) Commercial Vehicle/Automotive Liability policy covering personal injury and property damage, with minimum limits of One Million Dollars ($1,000,000) per occurrence, combined single limit, covering any vehicle utilized by Subdivider, its officers, agents, employees, subcontractors or independent contractors in performing the work required by this Agreement.
(iii) Workers' Compensation and Employer's Liability policy for all Subdivider's employees, with Workers' Compensation limits as required by State law and Employer's Liability coverage of $1,000,000 per accident for bodily injury or disease. In case any work is sublet, Subdivider shall require any contractor or subcontractor similarly to provide Workers' Compensation and Employer's Liability Insurance for all contractor's or subcontractor's employees, unless such employees are covered by the protection afforded by Subdivider.
(1) In case any class of employees engaged in work under this Agreement at the work site(s) is not protected under any Workers' Compensation law, Subdivider shall provide and shall cause each contractor or subcontractor to provide, adequate insurance for the protection of employees not otherwise protected. (2) Subdivider hereby indemnifies City for any damages or claims resulting from failure of either Subdivider or any contractor of subcontractor to take out or maintain such liability or Workers' Compensation insurance.
(b) Insurer Rating; Acceptability. Except as set forth otherwise herein, the policies required by this Section shall be issued by a California -admitted insurer with a rating of at least a A-; VII in the latest edition of Best's Insurance Guide. A Commercial General Liability policy issued by an insurer that is on the California Department of Insurance's List of Approved Surplus Line Insurers ("LASLI") will be acceptable, if no coverage from an admitted insurer can be obtained by Subdivider, and further provided that such insurer maintains a Best's rating of at least "A-; X" and remains on the LASLI during the term hereof. Workers' Compensation coverage issued by the State Compensation Insurance Fund shall be acceptable if no other coverage can be obtained by Subdivider, and further provided such insurer remains admitted in California and is otherwise financially acceptable to City.
(c) Deductibles. Any deductibles or self -insured retentions must be declared in writing by Subdivider to City and subsequently approved by City prior to its execution of this Agreement and prior to commencement of any work hereunder. At City's option, Subdivider shall either reduce or eliminate the deductibles or self -insured retentions with respect to City, or Subdivider shall procure a bond guaranteeing payment of losses and expenses.

Page 15 of 19 ends

Page 402 of 2226 ends

DOC #2022-0447816 Page 16 of 41
(d) Certificates and Endorsements Verification. Subdivider shall submit to the City original certificates of insurance and endorsements evidencing the coverages required by this Section. The certificates and endorsements for each insurance policy shall be signed by a person authorized by that insurer to bind coverage on its behalf. The City reserves the right to require complete, certified copies of all required insurance policies at any time and/or to require Subdivider to provide reports or status updates to evidence compliance of its contractors and subcontractors with the provisions of this Section.
(e) Required Endorsements.
(i) The Commercial General Liability and Commercial Vehicle/Automotive Liability policies are to contain or be endorsed to contain the following provisions:
(1) Additional Insureds. The City of Beaumont, its officials, officers, employees, agents and independent contractors shall be named as additional insureds with respect to liability arising out of automobiles owned, leased, hired or borrowed by or on behalf of the Subdivider; and with respect to liability arising out of work or operations performed by or on behalf of the Subdivider including materials, parts or equipment furnished in connection with such work or operations. (2) Primary Insurance. For any claims related to this project, the Subdivider's insurance coverage shall be primary insurance as respects the City of Beaumont, its officials, officers, employees, agents and independent contractors. Any insurance or self-insurance maintained by the City of Beaumont, its officials, officers, employees, agents and independent contractors shall be excess of the Subdivider's insurance and shall not contribute with it. This endorsement is not applicable to the Commercial Vehicle/Automotive Liability Policy.
(3) Waiver of Subrogation. Endorsements waiving all rights of subrogation against the City of Beaumont, its officials, officers, employees, agents and independent contractors shall be provided.
(ii) The Workers' Compensation policy shall be endorsed to waive all rights of subrogation against the City of Beaumont, its officials, officers, employees, agents and independent contractors.
(f) Other Insurance Requirements. All policies required under this Agreement shall contain provisions stating that such policies cannot be canceled or reduced except on at least thirty (30) days prior written notice to Subdivider (ten (10) days' notice for cancellation due to non- payment). Subdivider further agrees to: (1) provide to City copies of any notices relating to cancellation or reduction of insurance within two (2) days of receipt; and (2) cause all certificates of insurance to include language indicating that the issuers or producers of such policies will endeavor to provide copies of any such notices directly to City.

Page 16 ends

Page 403 of 2226 ends

DOC #2022-0447816 Page 17 of 41
(g) Commencement of Work. Subdivider shall not commence work under this Agreement until Subdivider has obtained all insurance required pursuant to this Section, and such insurance has been obtained by Subdivider and approved by City; nor shall Subdivider allow any contractor or subcontractor to commence work on the Improvements until all similar insurance required of the contractor or subcontractor has been obtained. Certificates, endorsements, and where applicable, full copies of policies shall be maintained on file with the City Clerk. (h) Higher Limits. If Subdivider maintains higher limits than the minimums specified in this Section 25, the City requires and shall be entitled to coverage for the higher limits maintained by Subdivider. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the City.

25. Attorneys' Fees. In the event any action at law or in equity is brought to enforce the terms of this Agreement, the prevailing Party shall be entitled to litigation costs and reasonable attorneys' fees.

26. Incorporation of Recitals. The Recitals to this Agreement are hereby incorporated into in the terms of this Agreement.

27. Entire Agreement. This Agreement constitutes the entire agreement of the Parties and supersedes any prior written or oral agreements between them with respect to the subject matter hereof. All modifications, amendments, or waivers of the terms of this Agreement must be in writing and signed by the appropriate representatives of the Parties.

28. Governing Law; Venue. This Agreement shall be governed by and interpreted in accordance with the laws of the State of California. In the event that suit shall be brought by either Party to this contract, the Parties agree that venue shall be exclusively vested in the State courts of the County of Riverside, California or where appropriate, in the United States District Court, Southern District of California, Riverside, California.

29. Runs with the Land; Recordation.
(a) The Parties agree that the terms and provisions set forth in this Agreement shall be deemed provisions, terms and/or covenants running with the Property in accordance with applicable law, including without limitation, California Civil Code section 1468, and shall pass to and be binding upon the heirs, successors and assigns of the Parties to this Agreement, and on any successor owner of the Property.
(b) The provisions of Subsection 29(a) notwithstanding, Subdivider shall remain jointly and severally liable with its heirs, successors, assigns or successor owners of the Property for the responsibilities and liabilities imposed by this Agreement unless a novation or assignment agreement is executed in accordance with the provisions of Section 18 of this Agreement.

Page 17 of 19 ends

Page 404 of 2226 ends

DOC #2022-0447816 Page 18 of 41
(c) Upon execution, this Agreement shall be recorded in the Official Records of Riverside County, and by such recordation, it is the intention of the Parties to give notice to and bind their successors, heirs and assigns hereto.

30. Authority of Executing Parties. Each person executing this Agreement on behalf of a Party represents and warrants that such person is duly and validly authorized to do so all behalf of the entity it purports to bind and that he/she is authorized to enter into contracts on behalf of Subdivider. The undersigned, on behalf of Subdivider, binds Subdivider, its partners, successors, executors, administrators, and assigns with respect to the terms and provisions of this Agreement.

IN WITNESS WHEREOF, this Agreement is executed by the Parties hereto on the date above first written.

Subdivider:

By:

City:

CITY OF BEAUMONT
a Municipal Corporation
By:

City Mana
City Clerk
APPROVED AS TO FORM:

APPROVED AS TO CONTENT:

Page 18 of 19 ends

ohn Pinkney, City Attorney

Page 405 of 2226 ends

DOC #2022-0447816 Page 19 of 41

CALIFORNIA ACKNOWLEDGMENT
CIVIL CODE § 1189
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.

State of California
County of OCah9 e
On r I arcA /I, OZ2-
Date
personally appeared
}
before me,zr,el",6O_ fbraca✓, /V 01-C4r /4 b/.c
Here Insert Name and Title of the Officer
gl'av/(O
Name(s) of Signer(s)
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

ANDREW SALAZAR
Notary Public • California
Orange County
Commission # 2365034
My Comm. Expires Jul 10, 2025
Place Notary Seal and/or Stamp Above
I certify under PENALTY OF PERJURY under the
laws of the State of California that the foregoing
paragraph is true and correct.

WITNESS my hand and official seal.

Signature

OPTIONAL
Signature of Notary Public
Completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document.

Description of Attached Document
Title or Type of Document:

Document Date:

Number of Pages:

Signer(s) Other Than Named Above:

Capacity(ies) Claimed by Signer(s)
Signer's Name:
❑ Corporate Officer — Title(s):
❑ Partner — ❑ Limited ❑ General
❑ Individual ❑ Attorney in Fact
o Trustee ❑ Guardian or Conservator
❑ Other:

Signer is Representing:

Signer's Name:
❑ Corporate Officer — Title(s):
❑ Partner — ❑ Limited ❑ General
❑ Individual ❑ Attorney in Fact
❑ Trustee ❑ Guardian or Conservator
❑ Other:

Signer is Representing:
©2019 National Notary Association

Page 406 of 2226 ends

DOC #2022-0447816 Page 20 of 41
Jeff Hart, Dir. Of Engineering/Public
Works
Attachments: Exhibit A Legal description of Property
Exhibit B Cost estimates
(Proper Notarization of Subdivider's Signature is required and shall be attached)

Page 19 of 19 ends

Page 407 of 2226 ends

DOC #2022-0447816 Page 21 of 41
Bond No. 30152514
Improvements: Sewer

PERFORMANCE BOND
WHEREAS, the City Council of the City of Beaumont, State of California, and Meritage Homes of California, Inc. (hereinafter designated as "Principal") have entered into Agreement To Provide Security For Improvements For Tract Map Or Parcel Map Or Plot Plan, dated , 20 , whereby Principal agrees to install and complete certain designated public improvements itemized and described on Tract Map, Parcel Map or Plot Plan No. Tract No. 31462-16, which is hereby incorporated herein and made a part hereof; and WHEREAS, Principal is required under the terms of the said agreement to furnish a bond for the faithful performance of said agreement.

NOW, THEREFORE, we, the Principal and The Continental Insurance Company as Surety, are held and firmly bound unto the City of Beaumont (hereinafter called "City"), in the penal sum of Three Hundred Three Thousand Six Hundred ForFoi Pi Six and 00/100 dollars ($303,646.00) lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, successors, executors and administrators, jointly and severally, firmly by these presents.

The condition of this obligation is such that if the above bounded Principal, his or its heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by, and well and truly keep and perform the covenants, conditions and provisions in the said agreement and any alteration thereof made as therein provided, on his or their part to be kept and performed at the time and in the manner therein specified, and in all respects according to their true intent and meaning, and shall indemnify and save harmless the City, its officers, agents and employees as therein stipulated, then this obligation shall become null and void; otherwise it shall be and remain in full force and effect.

As part of the obligation secured hereby and in addition to the face amount specified therefor, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by the City in successfully enforcing such obligation, all to be taxed as costs and included in any judgment therein rendered.

The Surety hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the agreement or to the work to be performed thereunder or the specifications accompanying the same shall in any way affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the agreement or to the work or to the specifications.
[signatures on following page]
6

Page 408 of 2226 ends

DOC #2022-0447816 Page 22 of 41
IN WITNESS WHEREOF, this instrument has been duly executed by the Principal and Surety above named, on March 2, 2022.
(Seal)
The Continental Insurance Com
'any
SURETY
By:

Name: James I Moore
Title: Attorney -in -Fact
Address: 151 N. Franklin Street
Chicago, IL 60606
(Seal)
Meritage Homes of California, Inc.

PRINCIPAL
By:

Name:

Title: P...06 i u rkl
By: t
:f
Name:

Title:

Address: 5 Peters Canyon Rd, Ste 310
Irvine, CA 92606

ALL SIGNATURES MUST BE ACKNOWLEDGED BEFORE A NOTARY PUBLIC 7

Page 409 of 2226 ends

DOC #2022-0447816 Page 23 of 41

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

STATE OF ARIZONA

COUNTY OF MARICOPA
On March 08, 2022 before me,
)SS
Laura J. Gunderson , Notary Public, personally appeared meat of Meritage Homes of. California, Inn
who proved to me on the basis of satisfactory evidence to be the person(s) Whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

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

WITNESS my hand and official seal.

LAURA GUNDERSON
Notary Public, State of Arizona.

Maricopa County
Commission # 615f;.:5
My Commission Expires
November 05, 2025
This area for official notarial seal.

OPTIONAL SE ON - NOT PART OF NOTARY ACKNOWLEDGE

CAPACITY CLAIMED BY SIGNER
Though statute does not require the Notary to fill in the data below, doing so may prove invaluable to persons relying on the documents.

INDIVIDUAL

CORPORATE OFFICER(S) TITLES)
PARTNER(S) ❑ LIMITED

ATTORNEY -IN -FACT

TRUSTEE(S)
_ GUARDIAN/CONSERVATOR
OTHER
SIGNER IS REPRESENTING:

Name of Person or Entity ~}

GENERAL
Tm
Name of Person or Entity

OPTIONAL SECTION - NOT PART OF NOTARY ACKNOWLEDGEMENT
Though the data requested here is not required by law, it could prevent fraudulent reattachment of this form.

THIS CERTIFICATE MUST BE ATTACHED TO THE DOCUMENT DESCRIBED BELOW TITLE OR TYPE OF DOCUMENT:

NUMBER OF PAGES

SIGNERS) OTHER THAN NAMED ABOVE

DATE OF DOCUMENT
Reproduced by First American Title Company 11/2007

Page 410 of 2226 ends

DOC #2022-0447816 Page 24 of 41

STATE OF ILLINOIS
COUNTY OF DUPAGE}
On March 2, 2022, before me, Sinem Nava, a Notary Public in and for said County and State, residing therein, duly commissioned and sworn, personally appeared, James I Moore known to me to be Attorney - in -Fact of The Continental Insurance Company, the corporation described in and that executed the within and foregoing instrument, and known to me to be the person who executed the said instrument in behalf of the said corporation, and duly acknowledged to me that such corporation executed the same.

IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, the day and year stated in this certificate above.

My Commission Expires, August 28, 2025
Commission No.859777
Sinem Navy; Notary Public

OFFICIAL SEAL

SINEM NAVA
Notary Public - State of Illinois
Commission Exjires Auk 28, 2025

Page 411 of 2226 ends

DOC #2022-0447816 Page 25 of 41

POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY -IN -FACT Know All Men By These Presents, That The Continental Insurance Company, a Pennsylvania insurance company, is a duly organized and existing insurance company having its principal office in the City of Chicago, and State of Illinois, and that it does by virtue of the signature and seal herein affixed hereby make, constitute and appoint
James I Moore, Stephen T Kazmer, Dawn L Morgan, Melissa Schmidt, Amy Wickett, Kelly A Gardner, Jennifer J Mc Comb, Tariese M Pisciotto, Diane M Rubright, Martin Moss, Individually of Downers Grove, IL, its true and lawful Attorney(s)-in-Fact with full power and authority hereby conferred to sign, seal and execute for and on its behalf bonds, undertakings and other obligatory instruments of similar nature - In Unlimited Amounts -
and to bind them thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of the insurance company and all the acts of said Attorney, pursuant to the authority hereby given is hereby ratified and confirmed.

This Power of Attomey is made and executed pursuant to and by authority of the By -Law and Resolutions, printed on the reverse hereof, duly adopted, as indicated, by the Board of Directors of the insurance company.

In Witness Whereof, The Continental Insurance Company has caused these presents to be signed by its Vice President and its corporate seal to be hereto affixed on this 20th day of June, 2021.

The Continental Insurance Company
4612046Z
Paul T. Bruflat rilE'ice President
State of South Dakota, County of Minnehaha, ss:

On this 20th day of June, 2021, before me personally came Paul T. Bruflat to me known, who, being by me duly sworn, did depose and say: that he resides in the City of Sioux Falls, State of South Dakota; that he is a Vice President of The Continental Insurance Company, a Pennsylvania insurance company, described in and which executed the above instrument; that he knows the seal of said insurance company; that the seal affixed to the said instrument is such corporate seal; that it was so affixed pursuant to authority given by the Board of Directors of said insurance company and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of said insurance company. + 66,,,,,,,,,,,,,,,,,,,,,, +
▪ M. BENT
i SEAL NOTARY PUBLIC ar'\i
SOUTH DAKOTA i
+4449,,,,,,,,,,,,,,,,,,,+
My Commission Expires March 2, 2026
M. Bent Notary Public

CERTIFICATE
I, D. Johnson, Assistant Secretary of The Continental Insurance Company, a Pennsylvania insurance company, do hereby certify that the Power of Attorney herein above set forth is still in force, and further certify that the By -Law and Resolution of the Board of Directors of the insurance company printed on the reverse hereof is still in force. In testimony whereof I have hereunto subscribed my name and affixed the seal of the said insurance company this 2nd day of March, 2022.

The Continental Insurance Company
D. Johnson
Assistant Secretary
Form F6850-4/2012
Go to .cnasuret.com > Owner / Obligee Services > Validate Bond Coverage, if you want to verify bond authenticity.

Page 412 of 2226 ends

DOC #2022-0447816 Page 26 of 41
Bond No. 30152514
Improvements: Sewer

PAYMENT BOND
WHEREAS, the City Council of the City of Beaumont, State of California, and Meritafe Homes of California, Inc. (hereafter designated as "the Principal") have entered into Agreement To Provide Security For Improvements For Tract Map Or Parcel Map Or Plot Plan, dated , 20 , whereby Principal agrees to install and complete certain designated public improvements which is hereby incorporated herein and made a part hereof; and WHEREAS, under the terms of the said agreement, the Principal is required before entering upon the performance of the work, to file a good and sufficient payment bond with the City of Beaumont to secure the claims to which reference is made in Title 3 (commencing with Section 9000, et seq.) of Part 6 of Division 4 of the Civil Code of the State of California.

NOW, THEREFORE, the Principal and the undersigned as corporate surety, are held firmly bound unto the City of Beaumont and all contractors, subcontractors, laborers, materialmen, and other persons employed in the performance of the said agreement and referred to at Title 3 (commencing with Section seq.) FortX
9000, et of Part 6 of Division 4 of the Civil Code in the sum of Three Six DHundred Thaned Thous00/100and Sixf.�303646.00i Hundred ollars an
for materials furnished or labor thereon of any kind, or for amounts due under the Unemployment Insurance Act with respect to this work or labor, that the Surety will pay the same in an amount not exceeding the amount hereinabove set forth, and also in case suit is brought upon this bond, will pay, in addition to the face amount thereof, costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by the City in successfully enforcing this obligation, to be awarded and fixed by the court, and to be taxed as costs and to be included in the judgment therein rendered.

It is hereby expressly stipulated and agreed that this bond shall inure to the benefit of any and all persons, companies, and corporations entitled to file claims under Title 3 (commencing with Section 9000, et seq.) of Part 6 of Division 4 of the Civil Code, so as to give a right of action to them or their assigns in any suit brought upon this bond.

Should the condition of this bond be fully performed, then this obligation shall become null and void, otherwise it shall be and remain in full force and effect.

The Surety hereby stipulates and agrees that no change, extension of time, alteration, or addition to the terms of the agreement or the specifications accompanying the same shall in any manner affect its obligations on this bond, and it does hereby waive notice of any such change, extension, alteration, or addition.
[signatures on following page]
8

Page 413 of 2226 ends

DOC #2022-0447816 Page 27 of 41
IN WITNESS WHEREOF, this instrument has been duly executed by the Principal and Surety above named, on March 2, 2022.
(Seal)
The Continental Insurance Company
URETY
Name: James I Moore
Title: Attornev-in-Fact
Address: 151 N. Franklin Street
Chicago, IL 60606
(Seal)
Meritage Homes of California, Inc.

By:

Name:

Title: L
By:

Name: \\OA yk 'l.)
Title:

Address: 5 Peters Canyon Rd, Ste 310
Irvine, CA 92606

ALL SIGNATURES MUST BE ACKNOWLEDGED BEFORE A NOTARY PUBLIC 9

Page 414 of 2226 ends

DOC #2022-0447816 Page 28 of 41

STATE OF ARIZONA

COUNTY OF MARICOPA
On March 08, 2022 before me,
)SS
Laura J. Gunderson
, Notary Public, personally appeared
Glen A Tulk_ Vice President - National Developmeni..ofMeritagge Homes of California, Inc. who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws of the State of Arizona that the foregoing paragraph is true and con-ect.

WITNESS my hand and official seal.

LAURA GUNDERSON
Notary Public, State of Arizona
Maricopa County
Commission # 615665
My Commission Expires
November 05, 2025
This area for official notarial seal.

OPTIONAL SECTION - NOT PART OF NOTARY ACKNOWLEDGEMENT

CAPACITY CLAIMED BY SIGNER
Though statute does not require the Notary to fill in the data below, doing so may prove invaluable to persons relying on the documents.

INDIVIDUAL

CORPORATE OFFICER(S) TITLE(S)

PARTNER(S) LIMITED

ATTORNEY -IN -FACT

TRUSTEE(S)

GUARDIAN/CONSERVATOR
OTHER
SIGNER IS REPRESENTING:

Name of Person or Entity

GENERAL
Name of Person or Entity

OPTIONAL SECTION - NOT PART OF NOTARY ACKNOWLEDGEMENT
Though the data requested here is not required by law, it could prevent fraudulent reattachment of this form.

THIS CERTIFICATE MUST BE ATTACHED TO THE DOCUMENT DESCRIBED BELOW TITLE OR TYPE OF DOCUMENT:

NUMBER OF PAGES

SIGNERS) OTHER THAN NAMED ABOVE

DATE OF DOCUMENT
Reproduced by Rrst American Me Company 11/2007

Page 415 of 2226 ends

DOC #2022-0447816 Page 29 of 41

STATE OF ILLINOIS
COUNTY OF DUPAGE}
On March 2, 2022, before me, Sinem Nava, a Notary Public in and for said County and State, residing therein, duly commissioned and sworn, personally appeared, James I Moore known to me to be Attorney - in -Fact of The Continental Insurance Com an , the corporation described in and that executed the within and foregoing instrument, and known to me to be the person who executed the said instrument in behalf of the said corporation, and duly acknowledged to me that such corporation executed the same.

IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, the day and year stated in this certificate above.

My Commission Expires, August 28, 2025
Commission No.859777
.04
Sinem Nava/ Notary Public

OFFICIAL SEAL

SINEM NAVA
Notary Public • State of Illinois
My Commission Ex sires Auk 28, 2025

Page 416 of 2226 ends

DOC #2022-0447816 Page 30 of 41

This Power of Attorney is made and executed pursuant to and by authority of the By -Law and Resolutions, printed on the reverse hereof, duly adopted, as indicated, by the Board of Directors of the insurance company.

In Witness Whereof, The Continental Insurance Company has caused these presents to be signed by its Vice President and its corporate seal to be hereto affixed on this 20th day of June, 2021.

The Continental Insurance Company
Paul T. Bruflat ice President
State of South Dakota, County of Minnehaha, ss:

On this 20th day of June, 2021, before me personally came Paul T. Bruflat to me known, who, being by me duly sworn, did depose and say: that he resides in the City of Sioux Falls, State of South Dakota; that he is a Vice President of The Continental Insurance Company, a Pennsylvania insurance company, described in and which executed the above instrument; that he knows the seal of said insurance company; that the seal affixed to the said instrument is such corporate seal; that it was so affixed pursuant to authority given by the Board of Directors of said insurance company and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of said insurance company. ♦9999b49bb4b9944494594444 +
M. BENT
NOTARY PUBLIC +

SOUTH DAKOTA
f94444594449494494444444+
My Commission Expires March 2, 2026
M. Bent Notary Public

CERTIFICATE
I, D. Johnson, Assistant Secretary of The Continental Insurance Company, a Pennsylvania insurance company, do hereby certify that the Power of Attorney herein above set forth is still in force, and further certify that the By -Law and Resolution of the Board of Directors of the insurance company printed on the reverse hereof is still in force. hi testimony whereof I have hereunto subscribed my name and affixed the seal of the said insurance company this 2nd day of March, 2022.

The Continental Insurance Company
D. Johnson
Assistant Secretary
Form F6850-4/2012
Go to w .cnasurety.co > Owner / Obligee Services > Validate Bond Coverage, if you want to verify bond authenticity.

Page 417 of 2226 ends

DOC #2022-0447816 Page 31 of 41

CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT

CONSTRUCTION COST WORKSHEET
"PLAN CHECK FEE EST"
PARCEL MAP OR TRACT NO.: Sewer Improvement Plans - Tract No. 31462-16 (PA 18-111 Lots) DATE: 9/10/2021
PP, CUP NO.:

BY: George A. Lenfestey

IMPROVEMENTS
FAITHFUL PERFORMANCE 100%
LABOR & MATERIALS SECURITY 100%
Construction Costs)
Streets/Drainage
Sewer
Total
Warranty Retension (22.5%)
Street/Drainage Plan Check Fees =
Sewer Plan Check Fees =
Street Inspection Fees =
Sewer Inspection Fees =
$ 303,646.00
$ 303,646.00
$ 68,320.35
$ 500.00__
$ 7,591.15
$ 750.00
$ 12,145.84

DESIGN ENGINEERS CALCULATIONS OF IMPROVEMENT BONDING COSTS Construction items and their quantities as shown on attached sheets are accurate for the improvements required to construct the above project and the mathematical extensions using City's unit costs are accurate for determining bonding, plan check and inspection costs.

Above amounts do []include additional 20% for recordation prior to having signed plans Above amounts do not n include additional 20% for recordation prior to having signed plans !.4 4
9/10/21
Engineer's Signature Date
George A. Lenfestey
Name typed or printed
Civil Engineer's Stamp
*****PLEASE READ INSTRUCTIONS BELOW*****

1. Quantities to be taken from improvement plans, Unit costs to be as provided on "City of Beaumont Construction Cost Worksheet".

2. Show Bond Amounts to the nearest $500.

3. For construction items not covered by the Construction Cost Worksheet", Design Engineer is to provide his opinion of construction cost and use of that cost. If City of Beaumont unit costs are determined to be too low in the opinion of the Design Engineer, the higher costs as provided by the Design Engineer should be used.

Page 418 of 2226 ends

9/10/2021

DOC #2022-0447816 Page 32 of 41

CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT

IMPROVEMENT REQUIREMENT WORKSHEET
PROJECT: Sewer Improvement Plans - Tract No. 31462-16 (PA 18-111 Lots) DATE: 10 -Sep -21
STREET IMPROVEMENTS (Confd.)
QTY.

UNIT
ITEM

UNIT COST
AMOUNT
L.F.

Remove Chain Link Fence
$ 2.50
$ -
EA.

Remove Barricade
$ 200.00
$ -
TON
Asphalt Concrete - 144 lbs/cu. Ft.
(120,771 SF (ip, 0.33')
$ 90.00
C.Y.

Aggregate Base Class II (120,771 SF ra 0.50')
$ 50.00
TON
Asphalt Emulsion (Fog Seal/Paint Binder)
(1 ton = 240 gals) ( 1209771 SF)
$ 600.00
apply at 0.05 + 0.03 = 0.08 gal/SY
$ -
S.F
AC overlay (min. 0.10)
If export, provide (a) & (b), a=fill, b=cut-fill
If import, provide (a)&(C), a=cut, c=fill-cut
(Unit costs for (a), (b) & (C) are 20% of
actual costs to assure that work will be
corrected to eliminate hazardous conditions.)
$ 0.90
$ -
S.F.

Remove A.C. Pavement
$ 0.50
$ -
L.F.

Curb and Gutter (Wedge Curb)
$ 8.00
$ -
L.F.

Curb and Gutter (Type A-6)
$ 10.00
L.F.

Curb and Gutter (Type A-8)
$ 12.00
$ -
L.F.

Type "C" Curb
$ 10.00
$ -
L.F.

Type "D" Curb
$ 15.00
$ -
L.F.

A.C. Dike (6") (incl. material & labor)
$ 8.00
L.F.

A.C. Dike (8") (incl. Material & labor)
$ 10.00
$ -
S.F.

P.C.C. Cross Gutter and Spandrels
$ 10.00
S.F.

P.C.C. Sidewalk
$ 6.00
SF
P.C.C. Drive Approach (16' Wide)
$ 8.00
EA.

Handicapped Access Ramp
$ 1,500.00
EA.

P.C.C. Drive Approach
(individual lot driveway approach per fmished grading plan) $ 8.00
$ -
S.F.

Join Existing Pavement (Grind & Overlay Exist. A.C.)
$ 4.00
$ -
$ -
$ -
$ -
SUBTOTAL =

Page 419 of 2226 ends

9/10/2021

DOC #2022-0447816 Page 33 of 41

CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT

IMPROVEMENT REQUIREMENT WORKSHEET
PROJECT: Sewer Improvement Plans - Tract No. 31462-16 (PA 18-111 Lots) DATE: 10 -Sep -21
STREET IMPROVEMENTS (Cont'd.)
QTY.

UNIT
ITEM

UNIT COST
AMOUNT
C.Y.

Rip Rap (1/4 Ton) Method B
$ 35.00
$ -
C.Y.

Rip Rap (1/2 Ton) Method B
$ 40.00
$ -
C.Y.

Rip Rap (1 Ton) Method B
$ 45.00
$ -
C.Y.

Rip Rap (2 Ton) Method B
$ 50.00
$ -
C.Y.

Grouted Rip Rap (1/4 Ton) Method B
$ 45.00
$ -
C.Y.

Grouted Rip Rap (1/2 Ton) Method B
$ 55.00
$ -
C.Y.

Grouted Rip Rap (1Ton) Method B
$ 60.00
$ -
C.Y.

Grouted Rip Rap (2 Ton a Method B
$ 65.00
$ -
L.F.
18" R.C.P.
$ 60.00
$ -
L.F.
24" R.C.P.
$ 70.00
$ -
L.F.
30" R.C.P.
$ 80.00
$ -
L.F.
36" R.C.P.
$ 90.00
$ -
L.F.
42" R.C.P.
$ 100.00
$ -
L.F.
48 " RCP
$ 110.00
$ -_
L.F.
54" RCP
$ 135.00
$ -
L.F.
60" RCP
$ 160.00
$ -
L.F.
72" RCP
$ 200.00
$ -
L.F.
$ 1.00
$ -
L.F.
$ 1.00
$ -
EA.

H.D.P.E. Clean Out
$ 400.00
$ -
EA.

Drain Basin
$ 400.00
$ -
EA.

Curb Outlet
$ 3,000.00
$ -
EA.

Fossil Filters
$ 500.00
$ -
EA.
18" C.M.P. Wye
$ 500.00
$ -
EA.

Riprap Headwall
$ 1,000.00
$ -
EA.

Concrete Collar
$ 250.00
$ -.

EA.

Outlet Structure
$ 10,000.00
$ -
EA.

Concrete Pipe Anchor & Stabilizer
$ 250.00
$ -
L.F.
12" HDPE. Pipe
$ 31.00
$ -
EA.
12" HDPE Misc. Fittings (Bend, coupling & end cap)
$ 320.00
$ -
SUBTOTAL =

Page 420 of 2226 ends

9/10/2021

DOC #2022-0447816 Page 34 of 41

CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT

IMPROVEMENT REQUIREMENT WORKSHEET
PROJECT: Sewer Imrovement Plans - Tract No. 31462-16 (PA 18-111 Lots) DATE: 10 -Sep -21
STREET IMPROVEMENTS (Contd.)
QTY.

UNIT
ITEM

UNIT COST
AMOUNT
0 EA.

Water Quality Structure
$ 2,500.00
$ -
0 LS
Concrete Inlet Apron
$ 11,000.00
$ -
0 LS
Emergency Spillway
27,000.00
$ -
0 LS
84" Storm Drain Grate
3' Wide V -Gutter (945 LF)
$ 8,500.00
$ 4.00
$ -
$ -
0 SF
$ -
$ -
$ -
$ -
$ -
Subtotal:

Subtotal
B. Contingency (15%)
C. Streets/Drainage Total (A + B) $

Page 421 of 2226 ends

9/10/2021

SEWER NOTES.•

CALI M ESA

1. SEWER CONSTRUCT/ON AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY OF CI Y 0 B AUMON CA I ORNIA 7 Cherry Valley Blvd

BEAUMONT'S STANDARDS AND SPECIFICATIONS AND EASTERN MUNICIPAL WATER DISTRICT'S GUIDELINES.

S
Brookside Ave
WI 13 IMPROV M N F ANS(EMWD) O
°�
r
//1'/F

2. GRAVITY SEWER PROFILE ELEVATIONS ARE TO BE FLOW LINES (CONDUIT INVERTS). w, Avenue 1
a
•
Desert Lawns, �J

3. MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH RCTD STD 606. SEWER MAINS o
Meions cDriv aT
°�� Champions Drive �y�

MAY BE LAID THROUGH THE MANHOLES AND USED AS A FORM FOR THE INVERT CAST IRON SHALL BE USED FOR MANHOLE COVERS AND SHALL HAVE A 12" COVERING RING. NO o
31462 16RAC °- / �" OAK VALLEY o °
Oak Valley Parkway

4. PRIOR TO CONSTRUCTION OF SEWER, CONTRACTOR SHALL EXPOSE EXISTING SEWER AND n A
B
I t
62 s
U I
s no changes oak Valley Parkway
VERIFY ITS EXISTING ELEVATION. WHERE CONNECTION TO EXISTING MANHOLES AND INLET OF PROPER SIZE EXISTS, NO ALTERATIONS SHALL BE MADE TO EXISTING MANHOLE 1°0

DOWNSTREAM
FACILITIES NOTE..
\ / , S%�
, ♦
L�iA%%�
QSTUB
BASE OR STUB EXCEPT AS SPECIFICALLY AUTHORIZED BY THE CITY OF BEAUMONT.

PROJECT IS REQUIRED TO CONSTRUCT DOWNSTREAM FACILITIES IF '
o
MORENO VALLEY 60 FRWY

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 NOT CONSTRUCTED AT TIME OF CONNECTION.

LAST LOT ON TRACT ♦ ` • °'

,
OUTLET PIPE, AT THEIR PROJECTIONS TO THE MANHOLE CENTERLINE. ♦ \ 1 M.H. # 15 ede....e...e.g. VICINITY
MAP

6. ALL SEWER INLETS AT THE MANHOLE SHALL BE SUCH THAT ITS CROWN SHALL BE LEVEL

WITH THE CROWN OF THE OUTLET PIPE, AT THEIR PROJECTION TO THE MANHOLE CENTERLINE.
% N.T.S.
111
0 2 M.H. # 16 ♦ I
B. w. ♦
- - 110
•7.

THE CONTRACTOR IS ADVISED THAT THE WORK ON THIS PROJECT MAY INVOLVE WORKING IN . m m
3 A CONFINED AIR SPACE. CONTRACTOR SHALL BE RESPONSIBLE FOR "CONFINED AIR SPACE" ARTICLE 108, TITLE 8 CALIFORNIA ADMINISTRATION CODE. /_ / 109 •� ' PRl VA TE ENGINEERS NOTICE TO CONTRACTOR(S)
108
�B w� OS-
'
i\
107 e # • 4
-a M•N. B.W. ♦ 1. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES

8. PROVIDE BACKFLOW PREVENTION DEVICES WHERE UPSTREAM MANHOLE RIM IS HIGHER THAN �B.W� 106
! ' 07 S i \ ♦ SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS REQUIRED PAD ELEVATION.

9. PROVIDE APPROPRIATE MARKING TAPE AT TOP OF THE PIPE CENTERLINE ON TOP OF PIPE BEDDING.
�e.w�
93 94
M.H. #
95 03
96 97
M.H.
98 # 04
99 100
M.H. #
101
05 105 >� ♦�' \ 65 , . 5
104 PA. N` �� ' �\ s . FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. 102 103 �►C •� / \ ♦ \1
QN S f%•�� 66 \ , 6 \ 2. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE OWNER OF ALL UTILITIES G�-II5 ' ,� \O \ OR STRUCTURES CONCERNED BEFORE STARTING WORK.

M.H. i6 . • !%•� 67 ew. \•

3. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BIDDING PURPOSES ONLY. CONTRACTOR SHALL BE %

10. SEWER LATERAL SHALL BE TYPE A PER DETAIL SHOWN HEREON, UNLESS OTHERWISE ��
: f �� 69
+ RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR TO BIDDING FOR CONSTRUCTION. s
s
1 70
NOTED OR DETAILED ON PLANS. 92
,
-
_ -
_ _-
�
_
_
i-=- H
63 t
/
■�.�
71 4. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE .,'rte
�=
:.��
�-�-
.� \ '

11. DEVELOPER SHALL HAVE GEOTECHNICAL/ SOIL ENGINEERING FIRM OBSERVE TRENCHING, BACKFILLING AND SOIL COMPACTION OF ALL UTILITY TRENCHES WITHIN EASEMENTS AND e w 91 ��

8 B. W.
72 B, . 62 ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES w B. w
73 ARISING AFTER CITY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL �w� B W.

ROAD RIGHT OF WAY. TWO SETS OF COMPACTION REPORTS CERTIFYING THAT WORK WAS I DONE IN CONFORMANCE TO STANDARDS AND GEOTECHNICAL REPORT SHALL BE SUBMITTED -■ �� 84
83 82
81 80
79 78
77 74 61 . 1 S ♦ BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS 76 75 ® s►�►• ,,,� N•
60 '� ♦�I �!► M ir

APPROVAL BY THE CITY
THE DEPARTMENT OF PUBLIC WORKS AT LEAST TWO WORKING DAYS BEFORE AGGREGATE B w f ( D 90 t t
Ca KID
9(1-3.1,-10. FOR
%TO
e w 59 �• �� 1
58 �1` C 17 /
BASE MATERIALS ARE PLACED ONSITE.
0)
" ►
C • w) 57 e w
56 18 �+`!• 10
56 55
DECLARATION OF ENGINEER OF RECORD:

12. UTILITY TRENCH BACKFILL PER PLAN, PROFILE, RCTD STD 818 AND LATEST GREEN BOOK = SECTION 306. CRUSH ROCK BEDDING, HAUNCHING, INITIAL BACKRLL PER GREEN BOOK I CD 89 TABLE 306.-1.2.13(B), MAXIMUM ROCK GRADATION 1/2 INCH FOR PVC PIPE SIZE 15 Z INCH AND SMALLER AND 3/4 INCH CRUSH ROCK FOR PVC PIPE LARGER THAN 15 INCHES I Q DIAMETER. C3•14 r
i II ��I , 1 42
43 44
45 46
47 48
49 50
51 52
GIP
53 54 � `� ` I HEREBY DECLARE THAT IN MY PROFESSIONAL OPINION, THE DESIGN OF THE IMPROVEMENTS AS SHOWN ON N A 12 .•-�` •/ `� % e w THESE PLANS COMPLIES WITH THE CURRENT PROFESSIONAL ENGINEERING STANDARDS AND PRACTICES. AS M . � 20 11 THE ENGINEER IN RESPONSIBLE CHARGE OF THE DESIGN OF THESE IMPROVEMENTS, I ACCEPT FULL �� I'►r B. w 16 RESPONSIBILITY FOR SUCH DESIGN. I UNDERSTAND AND ACKNOWLEDGE THAT THE PLAN CHECK OF THESE ,
88 F

13. TRENCHING AND EXCAVATION PER 29 CFR 1926.651AND 1926.652 OR COMPARABLE M.H.
# 02
M.H. #
09 GAI�'IA
STREET
M.H. #
10 21 ,,.
e5 �� 923
M.H. # 11 .�'► �.% ' 22 �, �e'w�

PLANS BY THE CITY OF BEAUMONT IS A REVIEW FOR THE LIMITED PURPOSE OF ENSURING THAT THESE 12 PLANS COMPLY WITH THE CITY PROCEDURES AND OTHER APPLICABLE CODES AND ORDINANCES. THE PLAN

OSHA -APPROVED STATE PLAN REQUIREMENTS.
�'� s

REVIEW PROCESS IS NOT A DETERMINATION OF THE TECHNICAL ADEQUACY OF THE DESIGN OF THE

s
24 �B. W� IMPROVEMENTS. SUCH PLAN CHECK DOES NOT THEREFORE RELIEVE ME OF MY DESIGN RESPONSIBILITY :.
,
87 v:
_
��►
�� .i� s
25 B. w. M.N .
ll
=
��.�.�
�:�,
26 (. w) 15 1`rl ,

14. FOR SEWER MAINS 15 INCH IN DIAMETER AND SMALLER AT DEPTHS BETWEEN 15 AND 20 p�►'
-
13 AS THE ENGINEER OF RECORD, I AGREE TO DEFEND AND INDEMNIFY THE CITY OF BEAUMONT, ITS OFFICERS,

FEET (FROM FINISH SURFACE TO THE TOP OF THE PIPE) HIGHER CLASS OF BEDDING OR I 27 BCD! ��`, � ITS AGENTS, AND ITS EMPLOYEES FROM ANY AND ALL LIABILITY, CLAIMS, DAMAGES, OR INJURIES TO ANY �.,

STRONGER PIPE OR BOTH CAN BE USED, OTHERWISE PROVIDE A SOILS REPORT/ I N
28 CB. w)'
�
SUPPORTING CALCULATIONS TO SUBSTANTIATE THE USE OF PVC SDR 35 SEWER PIPE. �B W) 86 1''llu
41 40
39 38
37 36
35 34
33 32
31 / PERSON OR PROPERTY ARISING FROM NEGLIGENT ACTS, ERRORS OR OMISSIONS OF THE ENGINEER OF 30 29 14 RECORD, HIS EMPLOYEES, HIS AGENTS OR HIS CONSULTANTS.

I
B. W)
B. W.

CB. W)
CB. WD row- mw. �

15. MAX VELOCITY OF THE SEWER MAIN SHALL NOT EXCEED 10FT/SEC DESIGN FLOW AND -
01/27/22
_
FOR 12" DIAMETER AND SMALLER AND 3/4 FULL FOR 15" AND LARGER DIAMETER). M.H. 01 i GEORGE ALAN LENFEST R.C.E. 45920 DATE / ) #
_ -
-� �i - - �� ,
MAXIMUM SLOPES ARE AS FOLLOWS: 8".0.1200, 10"0.085, 12"-0.0660, 15"0.0500, - - '� - --i_� EXPIRATION DATE 12-31-2022 - _
//
\
_
-_= -
"-0.3700, "0.0250. 7:/r-
18 21".0.0300, 24 MINIMUM SLOPES ARE AS FOLLOWS: LATERALS: 4 / _ _ -- '- i �, \ „
& 6 INCHES- 0.020, MAIN LINES 8"0.0040, 10"0.0032, 12"-0.0024, 15"-0.0016, _ - - �SES'Ti4ly�/�/� -' % _ =
18-0.0014, 24-0.0010. , _
APPLICANT/SUBDIVIDER:
" 21"-0012, - -! - �� -
_
�` - \V
, -

16. VERTICAL AND HORIZONTAL SEPARATION OF LATERALS OR SEWER MAIN FROM WATER OR • RECYCLE WATER LINE SHALL BE IN ACCORDANCE WITH SWRCB-DDW. GENERAL NOTES:

SDC FAIRWAY CANYON, LLC

A DELEWARE LIMITED LIABILITY COMPANY
2392 MORSE AVE.
��

17. WHEN SEWER LINE CROSS OTHER UTILITIES, STORM DRAINS, OR OTHER OBSTRUCTIONS, THE ��-' OUTSIDE PIPE ELEVATIONS SHOULD BE SHOWN TO INDICATE THE AVAILABLE CLEARANCES. 1. IT SHALL BE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE DIRECTOR OF PUBLIC WORKS, CITY OF BEAUMONT FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT-OF-WAY. c?, \

18. MANHOLES OF DEPTH MORE THAN 12 FEET FROM FINISH STREET GRADE TO SEWER PIPE 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL AND MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE SHELF SHALL BE A MINIMUM 60" IN DIAMETER AND SHALL BE CONSTRUCTED PER RCTD AND WARNING SIGNS WITHIN THE PROJECT LIMITS AND ITS SURROUNDINGS AND TO PROVIDE SAFE PASSAGE FOR THE INDEX MAP P ♦ IRVINE, CA 92614
_ OFFICE: (949) 241-8403 CONTACT.

CHERRYL THOMPSON
( �
ABBREVIATIONS NOTES:

STD 606 WITH A MANHOLE FRAMES AND COVERS PER RCTD STD 608. TRAVELING PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION AND ACCEPTANCE. APN NUMBER\ FS FINISH SURFACE

1. APPROVAL OF THESE PLANS APPLY

19. MANHOLES OF DEPTH MORE THAN 12 FEET FROM FINISH STREET GRADE TO SEWER PIPE 3. CONSTRUCTION PROJECTS THAT DISTURB MORE THAN ONE ACRE MUST OBTAIN A NATIONAL POLLUTANTS DISCHARGE 413-790-042 (PORTION) i INV INVERT OF PIPE ONLY WITHIN THE JURISDICTION OF THE ELIMINATION SYSTEM (NPDES) PERMIT OWNER/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (N01) WITH THE 100' 0 100' 200' 300' C/L or CL or CENTERLINE CITY OF BEAUMONT.

SHELF SHALL BE LINED WITH APPROVED CITY'S PVC LINER. THE BASE AND ALL REMAINING STATE WATER RESOURCES CONTROL BOARD (SWRCB) AND COMPLY WITH ALL REQUIREMENTS OF THE BEAUMONT DRAINAGE -
mi

R/W RIGHT-OF-WAY
EXPOSED CONCRETE SHALL BE COATED WITH AN APPROVED POLYURETHANE COATING. THE MANAGEMENT PLAN.

SCALE:
1"=100'
LEGAL DESCRIPTION LA T LATERAL 2. TRENCHING FOR UTILITIES AND LINING AND COATING SHALL BE FREE FROM DEFECTS, HOLES OR SURFACE IRREGULARITIES.

4. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT (RCTD BEING A SUBDIVISION OF A PORTION LOT 176 OF TRACT STA STATION STRUCTURES IS NOT ALLOWED UNTIL ROAD IMPROVEMENT STANDARDS AND SPECIFICATIONS, COUNTY ORDINANCE 461 AND SUBSEQUENT AMENDMENTS. ) MAP NO. 31462-21, IN THE CITY OF BEAUMONT,COUNTY PROP PROPOSED SOIL COMPACTION REPORT IS SUBMITTED

20. MANHOLE SPACING - THE MAXIMUM DISTANCE BETWEEN MANHOLES FOR PIPE 15 INCHES OF RIVERSIDE, STATE OF CALIFORNIA, AS SHOWN ON MAP L LENGTH AND APPROVED BY THE PUBLIC WORK IN DIAMETER OR SMALLER IS 400 FEET, FILED IN BOOK 476, PAGES 24 THROUGH 30, INCLUSIVE FOR 18 INCH DIAMETER AND OVER IS 500 FEET N.T.S. NOT TO SCALE DEPARTMENT MANHOLES ARE REQUIRED AT THE BEGINNING AND END OF THE CURVES. FOR RADIUS LESS 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA AND RELOCATION COST OF OF MAPS IN THE OFFICE OF THE COUNTY RECORDER OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM CITY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO SAID COUNTY. ELEV./EL. ELEVATION THAN 500 FEET, THE MAXIMUM MANHOLE SPACING IS 200 FEET BEGINNING OF CONSTRUCTION AT (951) 769-8520. MIN. MINIMUM 3. THE CITY RESERVES THE RIGHT TO LEGEND MAX. MAXIMUM REQUIRE REVISION OF THE APPROVED

21. MAINLINE AND LATERAL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH RCTD TYP. TYPICAL PLANS TO CONFORM WITH CURRENT

6. ALL EXISTING SURVEY MONUMENTS SHALL BE PROTECTED IN PLACE OR RELOCATED BY A LICENSE PROFESSIONAL LAND STD DRAWING 603 FOR VCP PIPE AND MODIFIED TO PVC PIPE. CLEANOUT PIPE MUST BE SURVEYOR PRIOR TO CONSTRUCTION COMPLETION. TRACT BOUNDARY BOP BOTTOM OF PIPE STANDARDS AND TO POST A NEW BOND -
THE SAME DIAMETER AND MATERIAL AS MAIN SEWER LINE. CLEANOUT SHALL BE PLACED ON TOP TOP OF PIPE IF CONSTRUCTION HAS NOT COMMENCED — — WITHIN TWO YEARS AFTER PLANS WERE
RIGHT OF WAY M.H.or MH SEWER MANHOLE
EACH LATERAL INSIDE OF THE PROPERTY LINE AND SHALL BE COORDINATED AND APPROVED 7. TRENCHING FOR UTILITIES AND STRUCTURES IS NOT ALLOWED UNTIL SOIL COMPACTION REPORT IS SUBMITTED TO AND SEWER CONSTRUCTION NOTES: QTY. APPROVED.

BY BUILDING AND SAFETY DEPARTMENT APPROVED BY THE PUBLIC WORKS DEPARTMENT PRELIMINARY OR FINAL SOIL REPORT P.N. 1-0160, DATED 1/12/2016 PVC POLYVINYL CHLORIDE

PROPOSED SEWER MAIN
PREPARED BY ALTA CALIFORNIA GEOTECHNICAL INC. SHALL BE AVAILABLE UPON REQUEST. PIPE I 4. SIDEWALKS AND DRIVEWAYS APPROACHES

22. TESTING PIPELINES PER LATEST EDITION GREEN BOOK, SECTION 306-1.4. Ol INSTALL 8" PVC (SDR-35) SEWER MAIN PIPE 3,010 L.F. PROPOSED SEWER SERVICE I.D. INSIDE DIA.

8. ALL UNDERGROUND FACILITIES WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE STREET, INCLUDING, BUT NOT R. C.T.D. RIVERSIDE COUNTY WILL BE POURED/CONSTRUCTED ONLY LIMITED TO, THE FOLLOWING; SEWER, WATER, GAS, ELECTRIC,STORM DRAINS AND COMMUNICATION LINES. UBLIC UTILITY EASEMENT INSTALL PRECAST 4' I.D.lDCONCRETE MANHOLE W/CAST IRON MANHOLE COVER TRANS. DEPT. AFTER DRIVEWAY LOCATIONS ARE

23. IN NO CASE SHALL THE SEWER SYSTEM BE ENTERED UNTIL ALL TESTING, CLEANING AND O 14 �• PER EMWD STD. DWG. SB-53 AND SB-61 CENTER LINE STD. STANDARD DETERMINED.

FINAL INSPECTION IS COMPLETED. NO FLUSHING WATER OR DEBRIS SHALL BE ALLOWED TO 9. ALL MANHOLES, SURVEY MARKERS AND VALVES SHALL BE ADJUSTED TO GRADE BY THE CONTRACTOR AFTER COMPLETION S.D. STORM DRAIN ENTER THE EXISTING SYSTEM. OF THE 0 VERLA Y. O INSTALL 4" PVC SEWER HOUSE CONNECTION PER EMWD STD. DWG. SB-177 2,920 L.F. 0 SEWER MANHOLE SWR SEWER

X-ING CROSSING

10. ASPHALTIC EMULSION SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS FOLLOWING PLACEMENT OF THE PROPOSED WA TER MAIN

THE PRIVATE ENGINEER SIGNING THESE
(FOG
ASPHALT SURFACING. SEAL AND PAINT BINDER SHALL BE APPLIED AT A RATE OF 0.05 AND 0.03 GALLON PER SQUARE O REMOVE EXISTING 8" END CAP/PLUG AND JOIN 2 EA. VCP VITRIFIED CLAY PIPE YARD RESPECTIVELY ASPHALTIC EMULSION SHALL CONFORM TO SECTION# 37, #39, AND #94 OF THE STATE STANDARD PROPOSED WATER SERVICE

PLANS IS RESPONSIBLE FOR ASSURING THE

ACCURACY AND ACCEPTABILITY OF THE
DESIGN HEREON. IN THE EVENT OF
SPECIFICATION.
5O INSTALL LATERAL CLEANOUTS PER EMWD STD. DWG. SB-52 111 EA. P=2367.1 PAD ELEVA TION

11. DURING PAVING OPERATION, TRAFFIC CONTROL SHALL BE PERFORMED AS REQUIRED BY THE CITY ENGINEER.

INDEX OF SHEETS:

DISCREPANCIES ARISING AFTER CITY
INSTALL 4" BACKFLOW PREVENTION DEVICE AMERICAN FOUNDARY'S NH53-A PROPOSED CATCH BASIN © 39 EA.

APPROVAL OR DURING CONSTRUCTION, THE

PRIVATE ENGINEER SHALL BE RESPONSIBLE

FOR DETERMINING AN ACCEPTABLE SOLUTION

AND REVISING THE PLANS FOR APPROVAL BY
THE CITY.

EQUAL -

12. DEVELOPER SHALL BE FULLY RESPONSIBLE IN ASSURING THAT PROPOSED IMPROVEMENTS CONFORM TO THE APPROVED PLAN, SPECIFICATIONS AND THE CITY OF BEAUMONT STANDARDS, WHERE DEVIATION EXISTS, DEVELOPER SHALL PROPOSED 07 INSTALL TERMINUS MANHOLE PER SB-58 (B•W) PROPOSED BACKFLOW PREVENTER CORRECTIVE MEASURES FOR REVIEW AND APPROVAL BY THE CITY. 3 EA. 0 INSTALL MODIFIED PRECAST CONCRETE 5' I.D. MANHOLE W/ PVC LINER FROM "WYE" STATION ® MAIN

13. THE CONTRACTOR SHALL BEAR ALL COST FOR THE CORRECTION OR REMOVAL AND REPLACEMENT OF DEFECTIVE WORK, 8 BOTTOM OF CHANNEL TO TOP OF ADJUSTING RING AND CAST IRON MANHOLE �0+35.22
SHEET 1 - TITLE SHEET, VICINITY MAP, LEGEND, GENERAL NOTES,

QUANTITIES AND INDEX MAP
SHEET 2 - TYPICAL SECTIONS
SHEET 3 - JANZEN STREET - STA. 10+00.00 TO STA. 14+98.41 HUTCHISON PLACE - STA. 10+00.00 TO STA. 10+99.24
AND ALL ADDITIONAL DIRECT OR INDIRECT COSTS THE CITY MAY INCUR ON ACCOUNT OF DEFECTIVE WORK, INCLUDING THE 3 EA.

COVER PER EMWD STD. DWG. SB-54 AND SB-61 SEWER LATERAL CALLOUT NOTE.

COSTS OF ADDITIONAL ADMINISTRATIVE, PROFESSIONAL, CONSULTANT, INSPECTION, TESTING AND OTHER SERVICES.

SHEET 4 - GARCIA STREET - STA. 10+00.00 TO STA. 17+75.00

WORK CONTAINED WITHIN THESE PLANS SHALL

NOT COMMENCE UNTIL AN ENCROACHMENT

PERMIT AND/OR A GRADING PERMIT HAS
BEEN ISSUED.
6 0 INSTALL 8" EXTRA STRENGTH VCP (C-700) SEWER MAIN PIPE 366 L.F.

14. THE CITY RESERVE THE RIGHTS TO REQUIRED REVISION OF THE APPROVED PLANS TO CONFORM WITH CURRENT STANDARDS CONSTRUCTION NOTE REFERENCE AND TO POST A NEW BOND IF CONSTRUCTION HAS NOT COMMENCED WITHIN TWO YEARS AFTER PLANTS WERE APPROVED.

SHEET 5 - GARCIA STREET - STA. 17+75.00 TO STA. 23+26.38 SHEET 6 - HUTCHISON PLACE - STA. 10+99.24 TO STA. 20+45.59 SHEET 7 - COUPLES COURT - STA. 10+00.00 TO STA. 18+24.71 r
BENCHMARK:

DESCRIPTION: USGS MONUMENT REST'

BENCHMARK DISK SET IN TOP OF
CONCRETE MONUMENT STAMPED "REST
1972" ON DESERT LAWN DRIVE ACROSS

THE DRIVE FROM DESERT LAWN
CEMETERY 25.3 FT N.E. OF THE DRIVE
CENTERLINE 24.9 FT. S.W. OF THE S.W.

EDGE OF THE SOUTH EASTBOUND LANES
OF INTERSTATE HIGHWAY 10
ELEV. 249/.44, NGVD 29
SEAL
DESIGN BY:

PEC
-
2/16/2022
Reviewed Date:

CITY OF BEAUMONT, CALIFORNIA
SHEET
OF 7 SHEETS

PROACTIVE ENGINEERING
CONSULTANTS WEST, INC. �� -�
25109 JEFFERSON AVE. SUITE 200
rrNRRIE,A, ca 92562
951-200-6840
.__�.
w ii,

UNDERGROUND
e
-/I�
`
'
it>

SERVICE
`
ALERT
D
DIAL
AT
OF
�.

TOLL FREE
8-1-1

LEAST TWO DAYS

BEFORE YOU DIG

SOUTHERN CALIFORNIA
BASIS OF BEARINGS:

DESCRIPTION:

THE BASIS OF COORDINATES FOR

THIS MAP IS THE CALIFORNIA STATE
PLANE COORDINATE SYSTEM, 1983,
ZONE 6, BASED LOCALLY ON
CONTROL STATIONS "REST" AND
"RABBIT".

BEARING: N 27'39'52" E
��
wc.D
OFESS/�
eR By:

PLAN IFy� F
c,``
o s,
No. 45920 ri
Exp. 12/31/22
J› av,��P
9 2
m

SEWER IMPROVEMENT PLANS
TRACT NO. 31462-16

TITLE SHEET, VICINITY MAP, LEGEND, GENERAL NOTES,

QUANTITIES AND INDEX MAP

DRAWN BY:

PEC
Staff Engineer
„---1.0.c____ 2/16/2022
Recommended for Approval By: Date:

CHECKED BY:

PEC

PROACTIVE

ENGINEERING WEST
Approved By:
)-� Date02/25/2022
SCALE:

AS NOTED
01/27/22
City Engineer
DRAWING NAME:

DATE:

O1/27/22
BY
MARK

DESCRIPTION
APPR.

DATE
City of Beaumont, Public Works DepartmentGEOR
Engineering Division
OF CO
FILE NO.: 3420
PW2021-0711

ENGINEER

REVISIONS
CITY
JOB NUMBER:

06.002.000
R.C..EG45920 EXP. 12- E ALAN ENFESTEY DATE
31-2022
FOR: ARGENT MANAGEMENT
a
cb
th
B
0 0
0 0
c�
0 -0
-o
a)
0 a -
age o

TYPICAL LOT SERVICE

WITH FIRE HYDRANT

SEWER MAIN
0 WATER MAIN
FIRE

HYDRANT
WATER
SERVICE n
4' OR

AS SHOWN

ON PLAN
4" SEWER

LATERAL
- R.O.W.
5' MIN. OR AS

SHOWN ON PLAN

TYPICAL LOT SERVICE

SEWER MAIN
WATER _

SERVICE
4' OR

AS SHOWN

ON PLAN
O
__".-WATER MAIN
4" SEWER

LATERAL
--- R.O.W.
5' MIN. OR AS

SHOWN ON PLAN
5'
R/W
50'
I
LC)
If)
R/W
R/W
PROPOSED 8"

DOMESTIC WATER
1 ' MIN
PROPOSED 4"

PVC LATERAL
2%
6'
6'

PROPOSED SD

SIZE VARIES
4" MIN.
30° MAX.
\&/////////\/i
PROPOSED 8"

PVC SEWER

DETAIL A - TYPICAL LATERAL UNDER SD DETAIL

NOT TO SCALE
(REFERENCE E.M. W.D. STD. DWG. SB-177)
NOTE: CONSTRUCT 4" LATERAL AT 2% MIN SLOPE
2%
PROPOSED 4"

PVC LA TERAL PROPOSED SD

SIZE VARIES
PROPOSED 8"

DOMESTIC WA TE
1' MIN.
•o..
45" MAX.
\////\%/\//
PROPOSED 8"

PVC SEWER

DETAIL B - TYPICAL LATERAL OVER SD DETAIL
R/W
25'
25'
5'
PUE

2.0 8'
8'
12' 6'
6'

2.0%

2.0 %
3' MIN. COVER --
8" DIP WATER -"

STORM DRAIN,

WHERE OCCURS
10' MIN.

OUTSIDE OF PIPE TO

OUTSIDE OF PIPE
L)
8" PVC SEWER
PUE

2.0 %

TYPICAL SECTION

JANZEN STREET, GARCIA STREET AND HUTCH/SON PLACE
MTS.

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.

NOTE:

WORK CONTAINED WITHIN THESE PLANS SHALL

NOT COMMENCE UNTIL AN ENCROACHMENT

PERMIT AND/OR A GRADING PERMIT HAS
BEEN ISSUED.

NOT TO SCALE
(REFERENCE E.M. W.D. STD. DWG. SB-177)
NOTE: CONSTRUCT 4" LATERAL AT 2% MIN SLOPE
R/W
50'
R/W
5' _ 25'
PUE
20 8'
18'
25'
11'
5'

2.0%

2.0 3' MIN. COVER
8" DIP WATER -r

STORM DRAIN,

WHERE OCCURS
10' MIN.

OUTSIDE OF PIPE TO

OUTSIDE OF PIPE

TYPICAL SECTION

COUPLES COURT
8" PVC SEWER
5'
PUE

2.0 %
r _

DIAL TOLL FREE
8-1-1

AT LEAST TWO DAYS

BEFORE YOU DIG
BASIS OF BEARINGS:

DESCRIPTION:

THE BASIS OF COORDINATES FOR

THIS MAP IS THE CALIFORNIA STATE
PLANE COORDINATE SYSTEM, 1983,
ZONE 6, BASED LOCALLY ON
CONTROL STATIONS "REST" AND
"RABBIT".

BENCHMARK:

DESCRIPTION: USGS MONUMENT "REST"

BENCHMARK DISK SET IN TOP OF
CONCRETE MONUMENT STAMPED "REST
1972" ON DESERT LAWN DRIVE ACROSS

THE DRIVE FROM DESERT LAWN
CEMETERY 25.3 FT N.E. OF THE DRIVE
CENTERLINE 24.9 FT. S. W. OF THE S. W.

EDGE OF THE SOUTH EASTBOUND LANES
OF INTERSTATE HIGHWAY 10

PROACTIVE

ENGINEERING WEST

PROACTIVE ENGINEERING
CONSULTANTS WEST, INC.
25109 JEFFERSON AVE. SUITE 200
MURRIETA, CA 92562
951-200-6840
BY
MARK

DESCRIPTION
APPR.

DATE
01/27/22

GEORGE ALAN LENFESTEY
DATE
SEAL
DESIGN BY:

PEC
DRAWN BY:

PEC
CHECKED BY:

PEC
SCALE:

AS NOTED
DATE:
01/27/22
Reviewed By: Date: 2/16/2022
Recommended for Approval By: Date: 2/16/2022
Approved By: Date02/25/2022
City Engineer
Staff Engineer

CITY OF BEAUMONT, CALIFORNIA
JOB NUMBER:

06.002.000
City of Beaumont, Public Works Department
Engineering Division

SEWER IMPROVEMENT PLANS
TRACT NO. 31462-16

TYPICAL SECTIONS
SHEET
2 OF 7 SHEETS
DRAWING NAME:

FOR:

ARGENT MANAGEMENT
FILE NO.: 3420
PW2021-0711
DWG: N.:\06.002.000\Drawings\PA-18\Drawings\Sewer /mprovements\Tr. 31462-16\SWR SHT 2.dwg ✓on 27, 2022 — 2:30pm
a)
0 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
BEARING.. N 2739'52" E
ELEV. 249 7.44, NGVD 29

ENGINEER

REVISIONS
CITY
R.C.E. 45920 EXP. 12-31-2022

Page 423 of 2226 ends

1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I
1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■M.■■■■■■■■■■■■■■■■■■ ■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■1
1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�A■■■■■■■■■■■■■■■■■■ ■■■■■��_
r
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■1
1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■E�■■■■■■■■■■■■■■■■■■■ '43 L.
fr
�3 R4
■■%Pio
i■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■Pil■ I....!i.............Ii EDABOVE

OF PIPE
■
■■■■■T
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I
1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ :
'■■IPA■■■■■■■■■■■■■■■■■■■■■
411u
■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■1
1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�
■�
■■■11
1 `�
■ .I■■■■■■■■■■■■■■■■■■■■■M
■■
■■■■■■■M
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I
1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■iiiii.■■■■■■■■■■■■■■� ■ , ■■■■■■■■■■■■■■■■■■■■■.� ■•■
z
■■■■■■■il■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I
I
SUM OrdbilanMI@
II
II
nil
I
1 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■E■■
■■■■��■■■
■■■■■■■
■■■■■■■■■■II
!.■■■■iI
M
II■■■■■„!1ib1�■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I
1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■IF.�■■
. EE
PROPOS
ABOVE
D SURFA�'
OF
PIP
■■■■■■
h
■■■■■■■■ '.■■
r,
�,�Q
��
II
■■■■■,I/I
�I
E�■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I
•,
1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■F�■■
,■■■■■■;g■
■■■■■■■■■III
�■■■■■
■■■■■■■N■■■■
ss
It■�■��-
.-■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I
1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
�i■■■■
III
"VIII
■■■■■
al
:
_
■■■■•I■■■■■■
._.--
■,..T.■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■1
1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■l
;�
■■■
■■■\■/.'
:
4lL-Bo
..

I■■■MALE%■■
■■■■■■■■■on
I►
mu■I
/■r
l
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■1
I
mom
Mill
MUNI
WM=
Illi.„11
is4
r
MI
■ME■■■■■■■■■■r
■
11■
/I/I■■■1�
+
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I
1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■II
■■■
el
■
1■■II■■■
1F..

WA
1■■
■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■N■l■■ ■■■
El
■■II
■
■■/%■
► ■■■■■■■■
1 ■II
I/I
■■■■L
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I
1■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■E■■■■■■■�iNMAN
■■■■1
.�,,,.1
Top
AM
EN
Q
■■■■■■■■■,
...

II..
■■■■■
.lid■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I
1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■Ca
■■�I��,
■■■■■ IIi��
,�
I■■■■
■■■■■■■■■I
NCo

■
I■■■■■■I■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■1
o
■■■■■■
,
■
■■
1 /II
Film
■■■■■■■I■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■1
1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■i�■I
�Iw�
c.
-
■■■■■■III
ti
o
_,
�i■■■■■
1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
m
II,■nh
m
■■
F

9.26 ■■
! a
■d■■■■P1■
■■■■■■
AM■■■■■■I■■
I►■/
■■■■■■I■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I
1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■MIM
•.
6 ■■II
■■/
(o
;
��.'p�■■
■■■■■
■■■■
■
■■I
■■'II
24"
STORM
DRAIN
I■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■1
I■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■
16111111UI -
Ill
■II
■
■
p6�6
��/�
^�s��'
2 `�7
T,
�,,
'� 6„
STORM
DR
IN
�,•
.'
■I■IIII�
PER

SEPARATE
I■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■
■■I
�■
■■■
1■■
■■■■■■■■■
■■■■■■■■■■■■■■■■■■
11 ■■■■■■■L1\`■I■tA1�lI3II■
EMC
�
�'�/I,
N
:�
•
■■DER

SEPARATE
■
STORM
DRAIN
A
•
I■
�1,/■
PLANS
■I■■■■■■■■■
■
■■■■■■■■■■
■■■■■■
■■I
N.

Eli

MIMMINVOIMI
■■■■_giern
`iI/I
■■■■■■■■I■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■1
1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
�I■Illi■�I�I�I
r
�.'►&il■■
NE
-id
■■■1
■■
■■■■■
1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I�I■
�I�
BEIM
■
■■■■1
■■■■■■■■■
AA
i
•■■�a��■■■■■11
■
I
■■■■■I■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■1
A
■i11S■■■■■■■■■■■IRI
I

INSTALL

90.70'
I■MW
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I
LIM ■■■MM■_■
�
li
■M
■■■■I
■■■■■■■■■,
1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■IB�:r■■■IlalI PM■■■■■■■1 ■■■■■■■■■W'
■►■111■■■■■■■■■■■'_1■■
■
8"
PVC S
WE
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I
1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■Id■■N/I,■■d
F7 F
A
•■■■■■■■�
NOME
■III■■■_■■I
��■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■1
DAN
NI`III■1I■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■1 ■■��:�I.
■■■■■■■■■■■_■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I 1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■iii{�!N'S�I■I.IIII \
",
■■■■■■■1
1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■i■■Viii•mai
i
1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■eFlailI■EELS
I
�■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ I
1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I■E,■
III■II■■

INSTALL
'

LENGTH)
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I _■�
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
I■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■iI
orF�
8" PVC
SEWER
■a
■■■■■■■■■a■■■■■■■■■■■■■■■■■■■
1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■E■■■■■■■■■

INSTALL

7.15'
■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I
■■■■
■EENE
F "'T "'
8" PVC SEWER
■■■■■■■■■■■■■■■■■■■�M
303.76'
/P
LE►
e�ir�■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
PROFILE SCALE.
»_ ,
liE
H
I
■■■■■■■■■■■■■■■■■■■■■■■lI■■■■■■■■■■■■■■
■agna&
■■■■■■■■�■■■■■■
■
■■■■■■■■■■■■■■■■■■■■■■lI■■■■■■II■■■■■■■■■■■■■■■■
ER T• 1"=4'
10+00 11+00 12+00
11+90.59
10+00.00
13+00

JANZEN STREET

GARCIA STREET
14+00 15+00
/
/ / kg.Oq, CONSTRUCTION NOTES
z 72,
w
w N
-
a, rn
w� up

CONTRACTOR TO POTHOLE AND
10+59.71 JANZEN STREET
X10 #01 - 4.83' E OF
II
6 6 3
5 5 ��
3 , 3
N o +\
CDI o\ 87
+I 86 I P=335.9
IF
I
I
rr
N
+
N
6 5
j
STORM
PLAN
©
ao
+
N

DRAIN PER
(PW2021-0712)
Q
Q
89 SEPARATE
6 5
co
�I
9 SHEET
3 0 F / 7
SHEETS"RABBIT".

PROACTIVE ENGINEERING
CONSULTANTS WEST, INC.
zsio9 JEFFERSON Ave. SUITE zoo
MURRIETA• ca 92562
95/-200-6840
DIG

UNDERGROUND
-/I�
'
iti
0140>

SERVICE
`
ALERT
DIAL
AT
BEFORE
OF

TOLL FREE

LEAST TWO DAYS

YOU DIG

SOUTHERN CALIFORNIA
BASIS OF BEARINGS:

DESCRIPTION:

THE BASIS OF COORDINATES FOR

THIS MAP IS THE CALIFORNIA STATE
PLANE COORDINATE SYSTEM, 1983,
ZONE 6, BASED LOCALLY ON
CONTROL STATIONS "REST" AND
BEARING.. N 27'39'52" E

QROFESS/
/�
Q�J PA -AN tF,y/s F
��' c,``' F �
o 2
w No. 45920 m m
Exp. 12/31 /22
S>. avi� �Q
9�OF CA��F�

SEWER IMPROVEMENT PLANS
TRACT NO. 31462-16
DRAWN BY:

PEC
Staff Engineer
C�
�.67.c_ --�" 2/16/2022
Recommended for Approval By: Date:

CHECKED BY:

PEC

PROACTIVE

ENGINEERING WEST

Approved By: Date02/25/2022
TOIK7d8-1-1

JANZEN STREET
STA: 10+00.00 TO STA: 14+98.41

HUTCHISON PLACE
STA: 10+00.00 TO STA: 10+99.24GEOR

SCALE:

As NOTED

01/27/22
City Engineer
DRAWING NAME:

DATE:
01/27/22
BY
MARK

DESCRIPTION
APPR.

DATE
City of Beaumont, Public Works Department
Engineering Division
FILE NO.: 3420
PW2021-0711

ENGINEER

REVISIONS
CITY
JOB

06.002.000
R.C..EG45920 EXP. 12- E ALAN ENFESTEY DATE
31-2022
FOR: ARGENT MANAGEMENT
CO
Co
CO
th
6 0
E
-o
a)
0 d
age 4L4 0

I
II
II
II
I
1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ III
■■■■■■■■■■■■1\■■■■■■■■■■■■■■■■■■■■■■■■■■■
RIM 2340.74
■■■■Y■■■■■■■■■■■■■■■■■■■■■■■■■1
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I■■■■■■■■■■■■■I11■■■■■■■■■■■■■■■■■■■■■■■■■■■ ,�
■■■■II■■■■■■■■■■■■■■■■■■■■■■■■■I
1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■tl■■■■■■■■■■■■■iII■■■■■■■■■■■■■■■■■ ��■■■■■■■
■
■■■A■■■■■■■■■■■■■■■■■■■■■■■■■1
1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■/1■■■■■■■■■■■■■■ a
-,
,■■■■■■■■■■■
■■■V■■■■■■■■■■■■■■■■■■■■■■■■■I
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�■■■■■■■■■■■■■•I! ■■■■■■■■■■■
Ub.9U MH. 1
2331

PROPOSED
ABOVE

SURFACE
OF
PIPE
■■
■■■■I
I■■■■■■■■■■■■■■■■■■■■■■■■■I
1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■m■No 1 ■ III IA ■_
mi
1� I
ir*
P�agii.I■■■■■■■■■■■■■■■■■■■■■■■■■I
1■■■■■■■■■■■■■�s�
a■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I1�■
■■■■■■■■■■■1111,■■■■■■■■■■■■■■■■
' I■■■••■■_��
ii■■■■11■■E�■■■■■■■■■■■■■■■■■■■■■1
1 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■MIMI■■■■■■■■■■

PROPOSED

SURFACE
■■■■■■■M�■■N�■■■■■■■■■■■'Y■■■■■■■■■■■■■■■■'I"-EmOll■.■I.■I.■■■I�■■■■■■■■■■■■■■■■■■■■■■■■■I III■
•
■■■■■■■■■■■■■■■■■■■■■■■■■■■EMI,
i■■■■■■M
I■E■■■
■■■■■■■■■■■■■■■■■■■■■■■■I
1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
IMAM
■■■■■■■■■■
ABOV
OF
PIPE
■■■■■■
1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■1
a1■■■■■■■■■■■■
■■■
■■■■■■
■■
■■■■■■■■■■■��III
■U•_•_ l��1177sii1■■■II
■■■■■■■■
IIII
II■■■I
IL
■■■■■■■■■■■■■■■■■■■■■■■■1
I
El
cd
II
II
piel
1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
1■■■■��!■!■��■■Ill■■
■■■■■■■■■■■■■■■■■■■■■■■ill
II■■■III■■■
■■■■■■■
I■■i■■■I.1
■■■■■■■■■■■■■■■■■■■■■■■■I
1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■e.
11■■NEErge
II■■■■■■■■■■■■■■■■■IN
■■■■■■■■■■■■■\
■■■■■■■■■II■■■III■■■•
■■■■■■■■■■1■■■p■■!
■■■■■■■UM%
■
■Ere'
$
vi
■■■■■■■■■■■■■■■■■■■■■■■■1
1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
i1�
iii■■■■■II■■■■■■■■■■■■■■■■■III■■
■■■■■■■■■■■■■■I
■■■■■■■■ll■■■I11■■
Ili
''Ip■■■■■■■■■■■■■■■■■■■■■■■■1
�
1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■II■■■■■
DRAIN
■■■■■1II
■■■■■■■■■■■■■
■■■■■■■■

II UUUI
I
■■■
�l

1=
■■■■■■■■■■■■■■■■■■■■■■■■I
I
I
ill STORM
P'

R SEPARATE
PLANS
^
■■■■.---
--�_---_,►_morsi
�■II I
I
I■■■
■■■■■MI
. _
�
�`Z�
�'�`�'
I
■■■■■■■■■■■■■■■■■■■■■I
111
I
II

Wks
rim=ce■■■■■■■
I■■■■■1
---------,
m��i��I��■_ ■�
S--.0050

�■
�I
no �o
\
■■■■
■■■■■■■■■■■■■■■■■■■■■■■1
1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I■■1
I
■■■■%■�lr_-. --_-----��■■■11■!■�1�!!_��i�.U��_—
■■
■■■is
W
■■■■■■■■■■■■■■■■■■■■■■■1

'-
■■■
■■
1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I■
I �_��■�■r
i�
I�
S=0.0035
��
1L.m.

V
��■■
■■
■■■■
328.56 TOP
" SWR
�
��
��
■■■II
1 ■■■■■■■■■■■■■■■■■■■■■■■I
1■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■I
Imo\
2328.55 BOP
-18" S.D.

■■■■■■■!
'
�LN,6s
��
■
■■■■■■
■■■

1. ■■■■■■■■■■■■
■■■■■■■
■■1
■■■■■
• ./DI
.:
_sn
vER
■■■■
■■
■■■■■■■■■
■■■■■■■■■■■■■■■■
��
T
��

PROPOSED
8"
SEWER
■■1■■
.
`9
■■■
I
■
■■■■■■■■■■
■■■■■■
■■I
■■■■■■
■■■■
■■
■■II
■■■
■■■■■■■■■■■■■■■■
.� �
pi

_
■
■111■■
■
■■■■■■■■■■■
■■■■
i
■■■
■■■■■�i■■■
■■■■MI
■
■■■■■■■■■■■■■■■■■
■■1
1■■
■■■■■■■■■
1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
Mini
iiiI
`
\YI■■■■■
■■■■■■■■■■■■
■■■■INI
I■■■■■■■■■■■■■■■■■■■■■■■■■1
,P
Ai■■
i■■■■
■■■■■■I
■■■■
■■■
1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
/.ii
Amor
N
°°
■■■■■■■■■■1111■■■■■
I
■■■■■■■■■■■■■■■■1■■■■■■■■■■■■■1
■■■■
■
■■■■
11'1■■■■■■■■■■■■■■■■■■■■■■■■■1
1■■■■■■■■■■■■■!tea■■■■■■■■■■■■■■■
1111
III■1\■■■■■■■■■
■■■■■■■■■■■■■II■■■■■■■■■■■■■■■■■l�■■■■■■■■■■■■1
■■■■
-LENGTH)
■■■■.ii
■■m'�]■■■■■■■■■■■■■■■■■■■■■1
I
STALL 61.5
M!
1ii
■■■■■■■■■■■■■■■■■■■■■■■■■1
1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
III.'fi��■�■■■■■■■■■

INSTALL
289.7
MI

INSTAL INSTAL
3�
.90�.■■■■■■■■■■■�I��i
':
• •'
(PIPE
1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■'fJ,II■■,
■■■■■■■■■
8"
PVC
SEWE�■■■■■II
lliliiMil■■■■■■■■■■■■■■■■■■■� ■■■■■■■■■■■■■■
8"
P C
SEWER
-l� �iI�■■■■■■■■■■■■■■■■■■■■■■■■■I
1 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■J■■■■1■■■■■■■■■■
■�
■■■■■■%I■■■■■■■■■■■■■■■■■■■■■■■■ll■■■■■■■■■■■
■■
■■■■■■■■IJ■■■■■■■■■■■■■■■■■■■■■■■■■1
1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ii■■■■■■■■L' li
■■■■■■■■■■■II■■■■■■■■■■■■■■■■■■■■■■■■■I
1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■11■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■►,
■■■■■■■■■■■A■■■■■■■■■■■■■■■■■■■■■■■■■1
1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■►\■■■■■■■■■■■■■•■■■■■■■■■■■■II■■■■■■■■■■■■■■■■■■■ 11 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■n
MAII

PROFILE SCALE.

VERT• 1"=4'
Es
ME
11 111
II
1 I 1■■■■■■■■■■■■■■■■■■
10+00 11+00
12+00
13+00 14+00
15+00
16+00 17+00

CONSTRUCTION NOTES
15+41.26
10+94.25

SD X-ING
SWR
2 6
0+06.27 GARCIA STREET
2 SD X-lNG SWR
2 13+00.00

GARCIA STREET
\
2 t}11+96.92 JANZEN STREET
MH /02 - 6.00' W OF
I
88 BOP 18" SD = 2328.55
1 ��
TOP 8 SWR = 2326.54
11 5
1 1 O
h
1 -+-
t I o
A =338.0
I
I
II
1 I
I
42 I
1 5
_3
r7
r7
+
3 P=338.1
_3
r7
h
+
5 Y4
P=338.3
_3
r7
0 �l
MH
5 +
L-1
#09 - 6.00'
45 P=338.6
W
5 _3
r�3
h
+
w
OF
\
11 1
1 1
46 1
P=338.8 \
5 O
O
+

79.1 5
_3
h
+
48 P=339.3
5 _3
r7
0 +
A
BOP
TOP
49 P=339.6
8"
_3
r7
'
30" SD = 2329.57
SWR = 2328.56
5 +
- 50
P=339.8
5 _3
r7
0 +
h
\
\ \
\
\
\
\
51 \
P=340.1 \
5 r7
+
3 52
°=340.9
5 _
r7
of
col
3 COm
I
o
co
O
�' 8"
�� 5 Ol INSTALL PVC (SDR-35) SEWER MAIN PIPE
\ 0 3
o INSTALL PRECAST 4' I.D. CONCRETE MANHOLE W/CAST IRON MANHOLE COVER 3 I\ o \ D O PER EMWD STD. DWG. SB-53 AND SB-61
8 o cg
o a, �\ `� 55 '= 38 INSTALL 4" PVC SEWER HOUSE CONNECTION PER EMWD STD. DWG. SB-177 cp 0\ `}•\ \ \ r'=343.,9 T —
I +1 \ 'Z.
co 54 . \ \ �i rn 58 INSTALL LATERAL CLEANOUTS PER EMWD STD. DWG. SB-52 O_ 53 �1 ?=342. _
`=341.9 \ ----- .- -A 6 INSTALL 4" BACKFLOW PREVENTION DEVICE AMERICAN FOUNDARY'S NH53-A

SEWER LINE & CURVE DATA
P=340.7
,
'-
1 \
I
R W
Q-
",
1 \
\
o
Z 1 • / 1 > OR EQUAL
L3 S---- •

BEARING/DELTA
RADIUS
LENGTH

TANGENT
� V
10+00_00 L GARCIA
/ 1
-
to
•
1 _
_
��-�_
S
L 1
»
S48 28 36 E
-
289.73
-
STREET
11+90.59 JANZEN STREET I
I
u s
I
s
I-_
L1 �JI
s
1 s
N
u
s
1�1 s
L2
s
1 s
1 s o
l 1 C 1
v s
_s
�=
I
~
,�
L2
S48 28'36 "E
-
302.90'
-
i
�=/
�■
w
w
w �,
-w �� rn
C1

17.10'56"
329.00'

98.66'

49.70'
='I
W �■
�—
"
R/W�
/
��—��
��
\ 27 al
11 ■
1■�
IN
■
��
,■
��
, i =.

P=343.4
L3
N66 21 20"W
-

61.57'
I
—
—
— —
— —
.
— —
— —
— —
— —
_ —
—
_ _I 28 0\ R1
R/W
TA
I
86 I
P=332.0
' 18
25'
JANZEN
SEE
\ I rN
°°
' 1$' 7
0 25' .,
50' S
8 STREET
SHEET 3
41 P=336.8
3 `,i
+
3 g
0 ' =337.1

PROPOSED
PER TR.
o
ao
3 g
31462-16
39 P=337.4
8" PVC WATER
WATER
o
ao
O
N
3 8
PLAN
38 P=337 -

O
ad
N
37 P=337.9
STORM
o
N
`�
'

5 36
=338.2
3 6

DRAIN PER SEPARATE
PLAN (PW2021-0712)
0 ai
3 5
6 B.W.
35 =338.4

0 O
5 ,
B.W.
3 P=338. /

06 to
3 5
8 33
P=338.9

o
ed
O
3 5
8 R/W
32 P=339.3
rn
NOj•
3 5
8 31
=339.6
r\
N
�l
\
rn\ ��\
30 �r 7/11.6 `o
340.6 cNI t\ 3
+I 5
3 6
3 3
5 5
6 THE PRIVATE ENGINEER SIGNING THESE

PLANS /S 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.

GARCIA STREET N\
'C?,
40' 0 40' 80' 120'
NOTE:
imi

WORK CONTAINED WITHIN THESE PLANS SHALL

NOT COMMENCE UNTIL AN ENCROACHMENT

PERMIT AND/OR A GRADING PERMIT HAS
BEEN ISSUED.

SCALE:
mi
1"=40'
BENCHMARK:

DESCRIPTION. USGS MONUMENT REST'

BENCHMARK DISK SET IN TOP OF
CONCRETE MONUMENT STAMPED "REST
„ 95/-200-6840
1972 ON DESERT LAWN DRIVE ACROSS

THE DRIVE FROM DESERT LAWN

25.3 FT N.E. OF THE DRIVE
ED"RABBIT". CENTERLINE 24.9 FT S. W. OF THE S. W. pP

OFINTERSTATE HIGHW E OF THE SOUTH EASTBOUND LANES
ELEV. 2491.44, NGVD 29
SEAL
DESIGN BY:

PEC
/1 �' 2/16/2022
Reviewed By: Date:

CITY O F B EAU M 0 NT CALIFORNIA
>
SHEET
4 OF 7 SHEETS

PROACTIVE ENGINEERING
CONSULTANTS WEST, INC.
zslo9 JEFFERSON Ave. SUITE zoo
MU1-200-• 4 92562
DIG
w

UNDERGROUND
fibbUi
T7 Nr

SERVICE
JAIN
ALERT
DIAL
AT
OF

TOLL FREE
8-1-1 0EMETERY

LEAST TWO DAYS

BEFORE YOU DIG

SOUTHERN CALIFORNIA
BASIS OF BEARINGS:

DESCRIPTION:

THE BASIS OF COORDINATES FOR
THIS MAP lS THE CALIFORNIA STATE
PLANE COORDINATE SYSTEM, 1983,
ZONE 6, BASED LOCALLY ON
CONTROL STATIONS "REST" AND
„
BEARING.' N 27°39 52 E

QROFESS/
/�
C/c PA-AN ZF,y/s F PEC
�� c,`` F G
o 2
w m m
No. 45920
Exp. 12/31/22
J' F'
�9� OF �CA��FO`��\

SEWER IMPROVEMENT PLANS
TRACT NO. 31462-16

GARCIA STREET
STA. 10+00.00 TO STA. 17+75.00
DRAWN BY:

Staff Engineer
/1.67.c_ --�" 2/16/2022
Recommended for Approval By: Date:

CHECKED BY:

PEC

PROACTIVE

ENGINEERING WEST
Approved By:
�l
�J Date02/25/2022
--
_-
SCALE:

AS NOTED
--
--
01/27/22
City Engineer
g
DRAWING NAME:

DATE01/27/22
BY
MARK

DESCRIPTION
APPR.

DATE

City of Beaumont Public Works Department
' P
Engineering Division
FILE NO.: 3420
PW2021-0711

ENGINEER

REVISIONS
CITY
JOB NUMBER:

06.002.000

GEORGE ALAN ENFESTEY DATE
R.C.E. 45920 EXP. 12-31-2022
FOR: ARGENT MANAGEMENT

Page 425 of 2226 ends

a
CO
(n
3 c0
th
6 0
E
-o
a)
0 d

1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■1
I

■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I
1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■1
1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ z
■■■
lv,!1.
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I
1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I
1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■
■■■■■■■
■■■■■■■■
ici
�
■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■1
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
N
o
■■■■■■

PROPOSED SURFACE
■■■■■■
`�_'
■■■■■iI■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I ■■■■■■
ABOVE
OF PI

■■■■■■__
_
��NI'ill
___
■■■
■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I
Lam irj
1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■
N�:��■11■■■■■111■■ifism_!_�am..ri■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■1 ■■■■■■■■■■■■_��L.�■■■■■■1
■■■■■■■uME:Il■■■■■■■■■■■1■■■■■
■■■■■111■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■1 1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I
I■■■P'OP'

SURFACE
■■■■
;---
-I-

III
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■1
1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■M■■■■i
BO
■r

OF PIPE
1 ■■■■
Will
■■■
°'
■��IMPENa■■■■■■■■■■■■■■■r
1 I.I■■■■■■■■
��IIIRCZNd■■■■■■■■■■■■■■■■■■■
Kill
■■■■Mill
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■1
1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■1�+iTI■■■■■■��M��.ad■It■■■■■■■■■■■■■■■■■■■■■■dill■■■■■ 1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�
■••�■MIoMN■■■■■■■It■■■■■■■■■■■
■■■■■■■■■■■III■
III
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■1
II■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■1
1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
!�aria■■■■■■■■■■■■
I■■■■■■/�■i\■
:

D
■■■■■�
■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■I
1■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■_
■■■■■■■■■■■■■■■■I■■■■■■■■■p■
■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■1
s=°.0100
■■■■■■■■■■■■■■■■■■
1■■
■■■■■■■■■■■■■■■■■■■■E2■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■
I■■■■■■■■■►a
��
,L1
■■■■■■■■■■■■■■■■
-
■■■■■■■■■■■■■■■■■■■■■■■■■■■I
1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■
I■■■■:" Ma�
5=0.0177
��
qt.
��N��o�
�•
■■■■■■■■■■■■■■■■■■�■■■■■■■■■■■■■■■■■■■■■■■■■■■■1
1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■�II•%V..■o
■■■■
I
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I
1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
^
■■■■■■■■■■��■uE:Ii05.0■■■■■1
■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I
1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■_■■_■_�sO
7 ■1�■■■■■■mma:D8
.■■■■■■III■■■■
■■■■■■11■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■1
1■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■
■�
�_IMMI
• '•
11L�
■■■■
■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■
■■I
■■■■■■■■■■■■■■■■■■■11
1■■
■■■■■■■■■
■■■■■■■■■■■■■■■■■■
11 ■■■■
i
_if.—
�■■■■
■I
■■■■■1�■■■■■■■■■■■■■1■■■■
■■■■
■■■■■■■■■■■■■■■■■■
■
■■■■■■■■■■
■■■■■■
■■I
■\
■■
1■■
■■■■■■■■■ ■■■■■■■■■ ■■■■■■■■■
■■■■
W
■■■I■
i
■■■■■tl■■■■■■■■■■■■■1■■■■
■■■■
■■■■■■■■■■■■■■■■■■
■
■■■■■■■■■■■■■■■■■
■■1
�`��

PROPOSED
8"S,I
N■■■■■I■■■■■■■■■■'■■■■■■■■■■■■■I
■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I
I■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■I■■■1I■■■■■■■■■■■■■■■■■■■■11■■■■
■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■1
1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■4.�
�s
1■■■■■■■■■■■■■■■■■■■■■■■E■■■■■■■■■■■■■
■■■■■■■■■■■■■I■■■I■■■■■■■■I■■■■■■■■■■■■■
III
■■■■
■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■I
1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■I■■■■■■■■■■■
■■■■■■■■■■■■III■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■1
1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■!"I■■■■■■■■■■■■■■■■I■■ ■■■■■■■■t■■■■■■■■■■■■11■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I
1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■Li■U
■■■■■I■■/■■■■■
■■■■■■■II
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I
I ��
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■F
INSTALL 164.21'
�■■■■■■■

INSTALL
237.:4'
(PIPE LENGTH
-------,
r
1 '
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I
w��
��
��
�� P C SEWER
■■■■■■■■� ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I ■■■■■■■■■■■■■■

8.,
P
SEWER
1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■M■■■■
PVC
SEWER
1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ III
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■\!■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■1l■■■■■■■■■■II■■■■■■■■■■■■■■■■■■■■■■■11■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ PROFILE SCALE.

VERT• 1"=4'
1■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■�■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■�■■■■■■■■■■■■■■■■■
/
■■■■■■■■■�■■■■■■�■■■■■■■■■■■■■■■■
17+00 18+00 19+00 20+00 21+00 22+00 23+00

CONSTRUCTION NOTES
6 5 19+41.21 GARCIA STREET
3 52
N1 3 5 r MH /12 - 6.00' W OF
k �� N/ 8 I\
ill ^ I �� 3 5 I 6
w yl 31 5
l(� ' 9 57 01 N/ / 3
I B. W. ' P-345.9 -1 I �1 1 r�
_ ^ 58 "�
1 I ' P=346.9 �I I d
RAW I W .� / 59 �I
P=3479 N 60
°INSTALL 8" PVC (SDR-35) SEWER MAIN PIPE
OINSTALL PRECAST 4' I.D. CONCRETE MANHOLE W/CAST IRON MANHOLE COVER 2 PER EMWD STD. DWG. SB-53 AND SB-61
O INSTALL 4" PVC SEWER HOUSE CONNECTION PER EMWD STD. DWG. SB-177 tM2+45.19 GARCIA STREET 5O INSTALL LATERAL CLEANOUTS PER EMWD STD. DWG. SB-52 H 114 - 6.00' W OF
INSTALL 4" BACKFLOW PREVENTION DEVICE AMERICAN FOUNDARY'S NH5J-A \ 5 5 © OR EQUAL
1 +85.77 GARCIA STREET \ 3 N
vMH 113 - 6.00' W OF -\ \ } u, �\ P=359.1 O INSTALL TERMINUS MANHOLE PER SB-58 5 ,• _,.-__
6 $ \ 3 N \ 10 �\ �
5 \ \ 64
3 N \ \w \\v \ )=353.2 \ R/W
- \ \+ v 63 \
cv� 352.2 \ �• \
of N \\• \ ■ •
-�-\ 62 \\�, \ 23+_26_38 GARCIA STRCOURT
61 N P=350. \ COUPLES
. 1
h 1 �_/� ``) I 1 I
gN _ 8.9
I
N
�\ - - 13+64.59
\\�
P-349... \ /
I 2,
® R/W

SEWER LINE & CURVE DATA
zi. �i�� E
N � i _
_ � 15 E2
■ '
■

BEARING/DELTA
RADIUS
LENGTH

TANGENT
C jQ off' _� _ — --
, h ,•
~
i\
_ P=350.6
,
L 1
N66 21 '20"W
-
164.21 '

1 - s ■
C 1 g
C1
25 31 '10"
534.00'
237 84'
120.93'
■
T!��
� • \ i '
L2
N87°41'45"E
-

55.41'

V 0 1 /W - r_I
��
_ N I
\
>
7 4giDD _
, _ \ 17 N 7, 118' 18
,,4 I
" \
m
_
4 �I � 2 C��
P=351.5
R/W i8 oa'o 2�c' 25'
\ \
^/ �I P=345.3 OI I B.W.
© �I 24 I I I B.W.
�/ 0I P=346.3 •1 23
p 3 �I I hl P=347.3 ( I
0 58 3 '� �I �ITi
rn
P=351.9 N
\ \ 19 \ o 50
P=351.3 \O 3
t \ _203 �� \c- COUPLES COURT
3 �I 35 +I 3 SEE SHEET 7

THE PRIVATE ENGINEER SIGNING THESE

PLANS IS RESPONSIBLE FOR ASSURING THE

ACCURACY AND ACCEPTABILITY OF THE
3 I NI
5 p 3 3 5
6 © 5 PROPOSED 8" PVC WATER
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.
0 6 PER TR. 31462-16 WATER PLAN

GARCIA STREET
40' 0 40' 80' 120'
NOTE:
_-im

WORK CONTAINED WITHIN THESE PLANS SHALL

NOT COMMENCE UNTIL AN ENCROACHMENT

PERMIT AND/OR A GRADING PERMIT HAS
BEEN ISSUED.

SCALE: 1 "=40'
BENCHMARK:

DESCRIPTION. USGS MONUMENT REST'

BENCHMARK DISK SET IN TOP OF
CONCRETE MONUMENT STAMPED "REST
„
1972 ON DESERT LAWN DRIVE ACROSS

THE DRIVE FROM DESERT LAWN

25.3 FT N.E. OF THE DRIVE
ED"RABBIT". CENTERLINE 24.9 FT S. W. OF THE S. W.

OFINTERSTATE HIGHWAY E OF THE SOUTH EEASTBOUND LANES
ELEV. 2491.44, NGVD 29
SEAL
DESIGN BY:

PEC
/1.� 2/16/2022
Reviewed By: Date:

CITY O F B EAU M 0 NT CALIFORNIA
>
SHEET
5 OF 7 SHEETS

PROACTIVE ENGINEERING
CONSULTANTS WEST, INC.
25109 JEFFERSON AVE. SUITE 20o
rrNRR!E,A• ca 92562
951-200-6840
DIG

UNDERGROUND
-/I�
��
0140>
♦
'

SERVICE
`
ALERT
DIAL
AT
OF

TOLL FREE
8-1-1 0EMETERY

LEAST TWO DAYS

BEFORE YOU DIG BY

SOUTHERN CALIFORNIA
BASIS OF BEARINGS:

DESCRIPTION:

THE BASIS OF COORDINATES FOR

THIS MAP IS THE CALIFORNIA STATE
PLANE COORDINATE SYSTEM, 1983,
ZONE 6, BASED LOCALLY ON
CONTROL STATIONS "REST" AND
BEARING: N 2739'52" E

QOFESS/
/� �
Q�J PA -AN ZF,y/s F
��' c' F �
o 2
w m m
45920
Exp. 12/31/22
J' F'
�9� OF ICA��FO��

SEWER IMPROVEMENT PLANS
TRACT NO. 31462-16

GARCIA STREET
STA.• 17+75.00 TO STA. 23+26.38
DRAWN BY:

PEC
Staff Engineer
C�
/1•67.c____ �" 2/16/2022
Recommended for Approval By: Date:

CHECKED BY:

PEC

PROACTIVE

ENGINEERING WEST
Approved By:

PP
0-0, DateD2/25/2022
--
_- AS
SCALE:

NOTED
--
--
01/27/22
City Engineer
g
DRAWING NAME:

DATE01/27/22
MARK

DESCRIPTION
APPR.

DATE
City of Beaumont Public Works Department
'
Engineering Division
FILE NO.: 3420
PW2021-0711

ENGINEER

REVISIONS
CITY
JOB NUMBER:

06.002.000

GEORGE ALAN ENFESTEY DATE
R.C.E. 45920 EXP. 12-31-2022
FOR: ARGENT MANAGEMENT

Page 426 of 2226 ends

Lri
CO
CO
th
6 0
E
a
-o
a)
0 d

1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ Ill
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■
■■■■■■■■■■■■■■■■■■I
1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■II■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■
■■■■■■■■■■■■■■■■■■1
1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
\■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I■■■■■■■■■■■■\■■■■■■■■■■■■■■■■■■■ ■■■■■■■
N
■■■■■■■I■■■■■■■■■■■■■■■■■■■1
1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■A■■■■■■■■■■■■■1l■■■■■■■■■■■■■■■■■■■ ■■■■■■■
f7 ti
■■■■■■■■■■■■■■■■■■■■■■■■■■I
1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I■■■■■■■■■■■■■■■■■■■■■■■■■■■■Giiw�■I�■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ' 23
■■■■■■■■
■■■■■!■■■■■■■■■■■■■■■■■■■1
1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■\1■■■■■■■■■■■■■■■■■EMS
!I11�,'M■■■\I.■■■■■■■■■■■■■■■■■1■■■■■■■■■■■■■■■■■■■
■■■■■■■■
�I■■■■■■■■/I■■■■■■■■■■■■■■■■■■■1
1■■■■■■■■■■■■■■■■■■■■■■rM■■■■■
II
II
\11■■■■■■■■
■■■■■■■■■I1■■■■■■■■■■■■■■■■■�111�a�■■■■��I
��■��a�::�r■■■■■■■■■■■■■■■■I
.
1■■■■■■■■■■■■■■■■■■■■
■■�M■■■■■11■■■\1■■■■■■■■■■■■■■■■■■■■■■
' ■■■■■■■
■■■■■■■■■�1■■■■■■■■■■��u.E�
■!il■■■■■■■■■■
I■■■■■■
■■■■■■■■�■■■■■■■■■■■I
1■■■■■■■■■■■■■■■■■■■��■L■■■■■■■■■■�■■■■■■■■■■■■■■■■■■■■■ �,
■■■■■■
■■■■■■■■■■I■■■■■•••■-®■■■■■■!1■■■■■■■■■■1■■■■■■
■■■■■■Y�la■■■■■■■■■■1
1■■■■■■■■■■■■■■■■■■■■■■rM■■■■■
■■■■■■■■■■■■
■
■■■■■■
23�
■■■■■■■■■■�
�/EoT■■■■■■■■■■■■1 ea-
■■■■■■■■■■1■■■■■■!■■■■■■■■■■■■■■■■■■■■1
I
la
II
;■■■■■■■■■■
I
I■■■■■■■■■■■■■■■■■■■■■
I■■■■■■■■■■
■■■■■■■
•.

PROPOSED-

SURFACE
■■
co
°;
■■■■■■
'-��
■■I
■■■■■■
■■
■■■■■■ME.
■■■■■■__�■■■■■■■■■■■■■■■■■■■■1
1 ■■■■■■■■■■■■■■■■■■■■■ ■■■■.I■■■■■■■■■■■■
°■
ABOVE
OF
PIPE
■■■
■■■■■■_
�.■■■■■■■■LIII
M■I
■■■■■■
24 STORM D'
ILEI.E.Mati
■■■■�_�_
'-��`I
C'■■■■■■■■■■■■■■■■■■■■I
1■■■■■■■■■■■■■■■■■■■■
a■■■■�■■■■■i■■■■■■■
■■
■�uN�n■■
■■■■■■■■■■ ■■■■■■
PER

SEPARATE ' '
�__ I
:
■■•■■■■■■II■I.■■■■■■■■■■■■■■■■■■■■I
1■■■■■■■■■■■■■■■■■■■■ ■■■■I■■■■■■■I1■■■■■■
N7C
1■■��
_—__�■■■■mui■■■■■■■
__■_■__■
■■■■■■■■■■■■■ICI■■■■■■
-_■■■lI■1■■■■■■■■■■■■■INEIN■■■■■■■■■■■■■■■■■■■■■1
1■■■■■■■■■■■■■■■■■■■■
'■■■■■■
M
IENLIE
■:iiiU■■■■■■■■■■■I■I
■■■■■■■■■
I■■■■■■■■■■■■■1i1I•■!!:■■■■■■■■■III■I■■��==°=—_—_�- 1■■■■■■■■■■■■■■■■■■■■
!�c■■■■■■IIi1■■■■■■■
I■■■■■■■■■■■EWE
■■■■■■■■
I
■■■■■■■■�MOMS1■■■■■■■■�■!
—' --._— awl
—
Ill
I
1■■
■■■■■■■■■■■■■■■
a
■■—■
■■■■
■III■■■■■■■■
1■■■
■
II■■■■■■■■
■��I■ER■■■■■■11■��u!mm■■■■■ IIIIII2S=0.015
■■■■■EI■■■■■■■■■■■■■■■■■■■■■1
1 ■■
■■■■■■■■■■■■■■■
2360
■■■■�
■■■
III■I■■■■■■■III■■■
24 STORM
DRAIN
!I
II ■_
gi�■■■ _■■\':_■E■■■ �� ■I
.
0J
■■■■■!I■■■■■■■■Lan■■■■■■■■■■1
I PER
■■■■■■■■■■■■■■■■■■■ ■■■�
24" STORM
DR
II
■■
III
■■■
PLANS

SEPARATE
!1■II■��R'L�■■■�
��--
.
■■■��LIMEM■■■■M■MEIMMESI�-
��-
-
--
�5
`c�6,
\�
■■■■■I�■■■■■■■■■■■■■■■■■■■■■I
1■■■■■■■■■■■■■■■■■■■■
■
.

PER SEPARATE
Ill
. 5 •
o
■■
1 I■__■�_/i_______
��w''�
::VII■■■■■■■■■INI.__�a■■■■■■■■■■
��-
��
�,
��—
, Tom■ ailIM
■
0 ��
■
o
L s
■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■1
1 ■■■■■■■■■■■■■■■■■■■■
■■■/I
PLANS
III■I�_��:__■_`dlI■■■■I■■■■■■■VIII■II■■■■!■■■■■�I■■■■■■■■ �ff:':'■■■■■lI■■■■■■
\ .\.
■I■
■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■I
1■■■■■■■■■■■■■■■■■■■■
■■-----��■iii■
►
'i■■■■■III■■■■■•■■�MMINII_---
11�--
2i--
1■■■■■■■■■■■■■
■■■■■■
-I
■■■I■■■■■■!-
!I••iU
•
...■1■
I■■■■._
Mitieli
■■■■■■■■■■■■■■■■■■�I■■■■■
■■■■1■■■■■■■■■
■■■■Y■■■■■■■■■■■
■■■■■■■
■■I
1■■
■■■■■■
■■•■IO!!!!_
•■■■■■■■■■
I■ ■■■III
��1i•
am
1��■■
s -a.
i�T',h
�■■■■■■■■■■■■■■■■■
■■■■
■■■■I■ ■■■■■■
■■■ ■■■■■■■■■■
■■■■■■ ■■I
i!UlU•U!II
s =
o. 0081
■■.�
�-�
■■■■■r
�i■
Mal
■■■■■■■■■■■■■■■■■
I■■■■
■■■■I■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■
■■1
1■■■■■■■■■■■■■■■■■■■■
��I�v�■!M■�_�■��l
a■■1►
IIRK
■L■■■■�li■■I
■■fI■■■■■■■■■■■■■■■■■■1I■■■■■■■■■1■■■■■■■■■■■■■■■I■■■■■■■■■■■■■■■■■■■■■■■1 1■■■■■■■■■■■■■■■■■■
.5 0.
■..■■■■It■■■
,_s ■1�-
�L
0 D
■■
■
ME■■■■■■I
■■■■■■■■■■■■■■■■■■■■■n■■■■■■■■■1■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■I
1■■■■■■■■■■■■■■■■■■
2350
��
in
trio
��
•■i•
i
■■Ir■■
■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■r■■■■■■■■■I■■■■■■■■■■■■■■■■■■■■■■■■■ 2350
■■■■■■■■■■I
1■■■■■■■■■■■■■■■■■■■
��
■■■■■■■■■■tl■■■l
II
■
■■■■■■■I■■■I■■■■■■■■■■I
■■■■■■■■■■■■■■■■■■■■■il■■■■■■■■■1■■■■■■■■■■■■■■/I■■■■■■■■■■ ■■■■■■■■■■1
1■■■■■■■■■■■■■■■■■■■■
G
■■■■■■
■
■■■■■11
■■■■■■■■■■■■■
I■■■■■■■■■■I

MI
I■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■1
1 ■■■■■■■■■■■■■■■■■■■■
■
■■■■INS
ALL
205.31'
■_"■
TAL, 1.
'
I■_■_■_LIMA■L

92. �0''L1/(1(�:L�Ir
SHEET
6 OF 7 SHEETS

PROACTIVE ENGINEERING
CONSULTANTS WEST, INC.
zs1o9 JEFFERSON Ave. SUITE zoo
MURRIETA• ca 92562
951-200-6840
DIG

UNDERGROUND
-/I�
pa
kVA
'

SERVICE
ALERT
DIAL
AT
BEFORE
OF

TOLL FREE
8-1-1

LEAST TWO DAYS

YOU DIG BY

SOUTHERN CALIFORNIA
BASIS OF BEARINGS:

DESCRIPTION:

THE BASIS OF COORDINATES FOR

THIS MAP IS THE CALIFORNIA STATE
PLANE COORDINATE SYSTEM, 1983,
ZONE 6, BASED LOCALLY ON

STATIONS REST' AND
BEARING: N 2739'52" E

QROFESS/
/�
Q�J P` - AN zF,y�
��' c,``' <<`<<
o 2
w m m
45920
Exp. 12/31/22
J' F'
�9� OF ICA��FO��

SEWER IMPROVEMENT PLANS
TRACT NO. 31462-16

HUTCHISON PLACE
STA. 10+99.24 TO STA. 20+45.59
DRAWN BY:

PEC
Staff Engineer
C�
/1.67.c_ --�" 2/16/2022
Recommended for Approval By: Date:

CHECKED BY:

PEC

PROACTIVE

ENGINEERING WEST
A roved B
PP y
01),CONTROL
Date02/25/2022
SCALE:

As NOTED
--
--
01/27/22
City Engineer
g
DRAWING NAME:

DATE01/27/22
MARK

DESCRIPTION
APPR.

DATE
City of Beaumont Public Works Department
'
Engineering Division
FILE NO.: 3420
PW2021-0711

ENGINEER

REVISIONS
CITY
JOB NUMBER:

06.002.000

GEORGE ALAN ENFESTEY DATE
R.C.E. 45920 EXP. 12-31-2022
FOR: ARGENT MANAGEMENT
age 427 0
Cb
i
th
6 0
-o
a)
0 d

I■■■■■■■■■■■■■

PROPOSED
■■■■1.9■■
1111■'I.■■■■■■■■■■■■
co
PAM■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I I■■■■■■■■■■■■■
ABOVE
GROUND
F PIPE
■■■ ■■
■■■■,I■■■■■■■■■■■■■■
%
■INS
■■■■■■■■■■■■■■■■■■■■■■■■E ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I 1■■■■■■■■■■■■■
■
■■■ ■■
23 ■■■■�■■■■■■■■■■■■■■■
c
N
■■■■■■■■■
■■■■■■■■■■■/1■
■■■■■■■■■■■ ■■■■■■■■■/■■■■■■■■■■■■■■■■■■■■■■■1
I■■■■■■■■■■■■■■
z
■■■
■■■LIM■■

2.00 ■■/.I■■■■■■■■■■■
■■
■■■■■■■■

PROPOSED

SURFACE
■■■■■1■■■■■■■■■■■■■■■11■

■■■■■■■;2.■■■■■■■■■■■■■■■■■■■■■■■I
■■■■■■■■■■■■■■■1■I�l■■■
■■■■ ■1
■NMI
■■■■■■■■■En" M ED

SURFACE
■
■■■■■■■■
ABOVE
OF
PIPE
■■■„■■■■I.■.'■■■■■■1■I1■
1■■■■N'.■■■■■■■■■■■■■■■■■■■■■■■■■I
1■■■■■■■■■■■■■■■■I■■■■ti■■■■■ill
:kill
■■
INN
iii
OF
PIPE
■■■■■■■■■■■■■■■
■■�� 1111►,■■
■■■
_
■■■■N■■■■■■■■■■■■■■■■■■■■■■■■■■■■1
1■■■■■■■■■■■■■■■■■I■■■
:s
111iiihinii
��
�1,■■■
■
■■■■■■■■■■
■■■■■■■■■■■■■■■■
■I ■
1111■■■
,
• /■■II
Ifi
1111■,
I
■■■/■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I
■■■■■■■■■■■■■■■1Fil''
1■MA
■■■
rll
.M
• •
ED

SURFACE

I
■■N■■■M■■■
'1111
■■■�oo
I11on■■■■■■■■■■■■■■■■■■■■■■■■■■■■■11
1■■■■■■■■■■■■■■■■�I',
:n■i
■■■�.■■1
■■■I
■■■ic
OF
PIPE
r51.
v II
■■■II■■■■II1
■■►
■■■E1
I
/■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I
1■■■■■■■■■■■��
■■■■Ir.,
■■
■1 1■tl
1111
111
■■■■■■■■■■■■�■■
,.
■■■■■■■■■■■
■■■EN
■■■1i■■■■■■■■l1E•
1■■■■■��
�E1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■1
1■■■■■■■■■■■■■■■■ff1l■■
■■■
�;
■
1■■■■■
■■■■■■■■■■■■■■■■■■■�■■■
■■■■■■■■■■■
■■�■■■■■■A■■■■I■■■■■
■■■■■�
1 11■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■1
1■■■■■■■■■■■■■■■■■ii■■1J■■■
11 12
■■■■■■■■■■■
oi
;■►1111■■■II■■■!■■■■■
ISM
■■■■�
1 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■1
1■■■■■■■■■■■■■lrii■iCi�l■■■■■
�■
■■II■■■■
■■■■■■■■■■■■■■■■V/1■■■
■■■
1111■
11■■
1111 ■■1►"`
i\■■■■■■■■•■■■■■■■■■■■■■■■■■■■■■■■■I
■■■■■■■■■■■■■■■■"M
� I
!1■1
■
II■■■■
■■■■■■■■■■■■■■■,11111
■
'�
■■
1111
■■
.1111
■
�" "'� "OS: D
URFACE
lc,
I■■"■■■
I I1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I
1■■■■■■■■■■■■■■■■11■I
��■■■
/
■
II■■■■
■■■■■■■■■■■■■■M■■■■■■■■I
■■
1111■
1111■■
■ :
,
•F
PIPE
I■■M■■■
°�°
I■■■■■■■■`•■■■■■■■■■■■■■■■■■■■■■■■■■I
1■■■■■■■■■■■■■■■■11�I■E■■
■
1■■■■■
■■■■■■■■■■■■■■N■■■■■■■■
111■
■■■■MIEN
■■■■■■■p
��
h
•
1■
■■
■■
■■■■■■
I■\\■■■■■1■■■■■■■■■■■■■■■■■■■■■■■■■■1
1■■■■■■■■■■■■■■■■11��■�■■
■
1■■■ ■■■■■■■■■I/,■■N�■■■■■■■■■!■III
P.,,
■■■��■■I
■■■■■■■� ■■■■■■■�,�
1111■■■I
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■1
1■■■■■■■■■■■■■■■■
11P/■■■■/1
D
Q
■1■■■
p/�►
m■■■■■■■■■■■1■I1,
,p.
■■1
■■�■■� ,/1111■I■■■■■■►■
1 \■■1II■■■■■■■■■■■■■■■■■■■■■■■■■■■1
1 11UM■■■
II■■ 1111■■■
21'Q'
►
`■■■■■■■■■■V
II
■■■I
■�■■■..
■■■
tl■■■■1
1111■I■■
1111■
■1■■f■■■■■■■■■■■■■■■■■■■■■■■■■■■■1
I■■
■■■■■■■1O1■■■1I■eat'■il
AN
■■■
1111■■/
I
iiim
■■■■■■I■
/�
■■■l■/�■■■■■
`
I ■■
■II■■■■1►1■■■/.�■■■1
■■■
■■�J■■■■■■■■■■■■■■■■■■■■■■■■■■■■I
y"
1■■■■■■■■■■■■■■■■
I
I
►■■
N
■■■■I
■■■■■■N■■
■■■■■■■■
mss
■
1■■■■■■
■yid
1111■■■111■■■■■■■
I■■
�!.
��'�`
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I
1■■■■■■■■■■■■■■■■IIII.80.
■1■
■■■■I
■■■
■■■■■■■■
Q
1111 ■■■■■■■■I;
,;
I■■.
4 1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I
®■■■
IW■■■■■■
m■
1■■■■■■■■■■■■■■■■III�11�1
p'
��o
■■■
1111■I
■■■
■■►J
■■■■■■■■
L23:
■■
■■■
■■■■■
1111
1111■■I
I■E/■■■
I■1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■1
1■■■■■■■■■■■■■■■■M_ml_
IIIII■E,2�
1■■■■
I■■■■■I
■■
�rLpp
■1■■
1111■■
11■■■■■
■■
!■`
•ROPOSED
■■■
z
■■■■PP.

I1
1 x1111■,9I(��■■It■■■
,
1■■■■■I
■
�,p•
1■■■■■
■■■ In
8 SEWER
o
■■■■� 1111■■■1■■■■■■■■■■■■■■■■■■■■■■■
1111■■■
■■1
1■■
■■■■■■■■■
■■MV_■II■■■■11■■■
II■■■■
■
■
1111
■■■
11■■■■■
■■�
.
o
L
■
I■■■■
■■■■■L
,
a ■■■■■
■■■■■■■■■
■
■■■■■■■■■■
1111■■
■■I
1■■
■■■■■■■■■
■■
mom II

PROPOSED
rN1
'0/A

■■■
11■■■■■
■�
■■
1111■■
■■■
V
�°`
I
L`Q■ ■■■■■■■■■
■
■■■■■■■■■■■■■■■■■ ■■I
1■■■■■■■■■■■■■■■,•. �'IIf�`1I1■■■
■■■■!
I �
■■
8 SEWER■
■■■%■■■■■■
11■■■■■■II■■'
■

EXISTING
1111■■It■■■
1 I
1111
1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I
Y �' Q
■■■■■!
I
■■
■■
■■
�
■II111111■■■■■■111119111■
■
GROUND
1111■■
■■
'
� ,1■■■■■■■■■■■■■■1h11I■■■1
■■.....77.2
PIP, L51

I■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■1
1■■■■■■■■■■Fs ■■■■I��1■■■
■■
II■Pr,,P
`�%
,_,
■■■■■■■■
■■
°°
1111■■■
II■■■■■■EW>
■■■
1111
1111■
,;
■■■■111 VG
8" ,.

R
ri1■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■1
�ris_
J
.
:
1■■■■■■■■■■■■■■■■■fi1iY111 II1pp

-
1111■■■
Mel
II
II■■■■■■
�.�■■■■■
®
1111■
1111■
■
■II■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I
1■■■■■■■■■■■■■■■■■■■II■■■
■■
■/.'
■■■■■■■■■■■
■,MI
■■■■■
II■■■■
■■1
■■■■
1111
■II
■■■■■
■11■■■■■11■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I
1■■■■■■■■■■■■■■■■■■■■1■■■■
■
��!•
■■■■■■■■■
/Ii
1111■
1■■■■
■\11111111
II1111
■
��,s,
■
8SEWER

SWSPROPOSED
■I
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I
1■■■■■■■■■■■■■■■■■■■■1■■■■
■
1 ■■■II
■■■■■■■■■
Flea
8"
SEWER
■■■■■
11■■■■
""
1111
■
■■■■■■■■■■■
■
■11■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I
1■■■■■■■■■■■■■■■■■■■II■■■■
■■
.rill
°.
1111■■
II■■■■■
■■NI■■■
■■■■■I■■■■■■■
■■■■■■■II■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I
1■■■■■■■■■■■■■■■■■■■II■■■■
�!■
II
■■■■■■■■
,/.�■■■■N
Fr
■■
■■■■■■■■■
II■■■■■■■■■■1■■■
■■11x1
■■■■■■■
■■■■■■■II■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I
1■■■■■■■■■■■■■■■■■■■■1■■■■
ti
��
■■■■■■■■
,jo:
1111■■
11■■■■■■
■■
■■■■J■■■■
■■■■■■■11■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
-
_
1■■■■■■■■■■■■■■■■■■■II■■
��pp
/
INSTALL 43.42'
1111
■■
!!
I
STA L 239.29'
IIll
rM'
PIPE
LENGTH
W
.

INSTALL 222.64'
1111
■■■!I
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
1■■■■■■■■■■■■■■■■■■■II■■
�p
S
% EXTRA

STRENGT
1111
■■
8 EX A STRENTH (C700
rVCP
_■■_"
El
8"
PV
SEWER
■
8"
PVC
SEWER
■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■

PROFILE SCALE
HORIZ: 1"= 40
1■■■■■■■■■■■■■■■■■■■■11
22 8s�9
(C700)

VCP SEWER
1111
■■
SEWER
■■■■■■■■■■■
■
I
■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■
VER T• 1 "= 4'
8+00
9+004/
INSTALL 83.07'
10+010 11+00 12+00 13+00
14+00 151-00 16+00 17+00 18+00
8 EXTRA STRENTH C700

VCP SEWER
e
EXISTING 8" SEWER PER

INFRASTRUCTURE SEWER CONSTRUCTION NOTES
PLANS FILE NO. 3095B

SEWER LINE & CURVE DATA
/
Ol INSTALL 8" PVC (SDR-35) SEWER MAIN PIPE
INSTALL 4" BACKFLOW PREVENTION DEVICL AMERICAN FOUNDARY'S NH53-A © OR EQUAL

BEARING/DELTA
RADIUS
LENGTH

TANGENT
5 5+23.67 SORENSTAM DR. 4
R/W // / 2281.40 INV. O INSTALL PRECAST 4' I. D. CONCRETE MANHOLE W/CAST IRON O

MANHOLE COVER
70 INSTALL TERMINUS MANHOLE PER SB-58
L 1
N58 °13'13 "E
-

83.07'
-
/ / PER EMWD STD. DWG. SB-53 AND SB-61
16+88.85 COUPLES COURT
/ \/ //
1-MH #15 - 6.00' E OF �O
INSTALL MODIFIED PRECAST CONCRETE 5' I.D. MANHOLE W/ PVC LINER FROM L2
N88 55'05"E
-

43.42'
-
;c5 / 0 INSTALL 4" PVC SEWER HOUSE CONNECTION PER EMWD
/ j pp� /
/
STD. DWG. SB-177 8 /��,/ �.

BOTTOM OF CHANNEL TO TOP OF ADJUSTING RING AND CAST IRON MANHOLE of/Q�/ .i- COVER PER EMWD STD. DWG. SB-54 AND SB-61 0
L3
N20°17'40"E
-
239.29'
-
/ • // cps �� 40 REMOVE EXISTING 8" END CAP/PLUG AND JOIN 0 /
I1
C1
2435'47"
311.00'
133.51'

67.80'
/ \4,
/ G' tic. / 5O INSTALL LATERAL CLEANOUTS PER EMWD STD. DWG. SB-52 R/W
��//
OINSTALL 8" EXTRA STRENGTH VCP (C-700) SEWER MAIN PIPE Q/ sZ I `o
L4
N50752W
—
222.64
—
09+82.35 — MHJ20 8
�;, � X9.10' W OF O
e//,JfV

HUTCHISON PLACE J /
SEE SHEET 6 �' I ''
L5
N 1 °18'56 "E
-

77.52'
-
CONTRACTOR TO POTHOLE AND ti I /
VERIFY HORIZONTAL AND VERTICAL y ` / I / 10± 13.00 3 5 6 LOCATION OF EXISTING SEWER \A / I / /- 6

LINES PRIOR TO CONSTRUCTION S' / /
h�/� I =10
50 hV /`� I o 1
25' 25 I co m
7' ,(/)/,\C
- / 5
g' 18' ,
IS
/ g1rn 7 / li/
PROPOSED 8" PVC
-' ,3 . 2+44.29 COUPLES COURT
/ ��\ "� OMH #18 - 6.00' E OF �
o°� - \ CID �/
/
I
VC)/�� WATER \o
co/4 PER TR. 31462-16 WATER PLAN r - \T,
�R CIA SHEET Q\,/ o \� I
I co
I Nt. co
�■ / R/w s'&i-
lin
�� ° ` of
'
SHEET 5 of/w �\ 1
c-VcT
I
SEE �, A \� :; ♦ _ __ ��
5 0�
c\
�,
I
P=320.2 7\
9 I
'" N CD W
J
/Cy, 64
25, 25 h/ P=353.2 � •�I/��► W 111111
7 18 18 cr/0' R/W •' ° / _ - -: 7 — l 18
I i
44'
N/ (' 16 S

16( �� If —
/ /mo n L5
s �� ,, w
s
0gkgq/ __
3 \ —� /3 s
.� - -� �
5 / 9
\ 1
N � � s _
` L4
21/ s�-

gar / /
dry (
_ h
` s_ 2 N
I /
/ .. \
/
3 W
14 — R W 2 n 1
•� �� / S / 1
5 S 1 � e. w.
01 R � �__ � I
—
, � 1 %� � P=371.8 e *1
CD � a,
Cyr 11 ' \
I s S
1� 01� `h/ P=322.2
o / o o1J X/ 99 / B.W.

C 1 i \ Ciirb C \ cr \ YI. gym,, �3
`T` ' CI)
_I
O 1,`i pl V OI P=325.0 I 1
' ® \ rn \ �\
\

THE PRIVATE ENGINEER SIGNING THESE
o ' o oil 10 '� - - -
ki — —I
/ o ; o © �j
- - \ 1 \ 0 3
— — \ \� g b STORM DRAIN PER SEPARATE I

PLANS IS RESPONSIBLE FOR ASSURING THE

ACCURACY AND ACCEPTABILITY OF THE
DESIGN HEREON. IN THE EVENT OF

DISCREPANCIES ARISING AFTER CITY
o P=331.9 NI
`o I 0 `�I �`�'I I ;� �) 1
0 I I z /%I
5 11 �'1 a 1 h' 8
^I y.I P=343.2 0
\ 5 v
\ \�\ `� P=358.5 \ 3 PLAN (PW2021-0712) 1
rn \ \+ 100 5
,A t \ 0 6
\ \ \\ co

APPROVAL OR DURING CONSTRUCTION, THE
PRIVATE ENGINEER SHALL BE RESPONSIBLE t.FOR DETERMINING AN ACCEPTABLE SOLUTION

AND REVISING THE PLANS FOR APPROVAL BY

THE CITY
3 �1 ap\ 5
Lri n
5 0 �l NI SI \\ 3 6
6 D. '
6 0 3 `� 3 \ 6
5 © % \
© \ 13+79.64 COUPLES COURT
6 2
MH #17 - 6.00' E OF �O 40' 0 40' 80' 120'
0 NOTE.
��
- -

WORK CONTAINED WITHIN THESE PLANS SHALL

NOT COMMENCE UNTIL AN ENCROACHMENT

PERMIT AND/OR A GRADING PERMIT HAS
BEEN ISSUED.

COUPLES COURT SCALE:
1"=40'
BENCHMARK:

DESCRIPTION. USGS MONUMENT REST'

BENCHMARK DISK SET IN TOP OF
CONCRETE MONUMENT STAMPED "REST
1972" ON DESERT LAWN DRIVE ACROSS

THE DRIVE FROM DESERT LAWN
CEMETERY 25.3 FT N.E. OF THE DRIVE
CENTERLINE 24.9 FT. S.W. OF THE S.W. pP

OFINTERSTATE HIGHWAY E OF THE SOUTH EEASTBOUND LANES
ELEV. 2491.44, NGVD 29
SEAL
DESIGN BY:

PEC
/1 �' 2/16/2022
Reviewed By: Date:

CITY O F B EAU M 0 NT CALIFORNIA
>
SHEET
7 OF 7 SHEETS

PROACTIVE ENGINEERING
CONSULTANTS WEST, INC.
25/09 JEFFERSON AVE. SUITE zoo
rN1-200-• ca 92562
95/-200-6840
DIG
w

UNDERGROUND
-/I�
'
tit,
rf IV

SERVICE
`
ALERT
DIAL
AT
BEFORE
OF

TOLL FREE
8-1-1

LEAST TWO DAYS

YOU DIG BY

SOUTHERN CALIFORNIA
BASIS OF BEARINGS:

DESCRIPTION:

THE BASIS OF COORDINATES FOR

THIS MAP IS THE CALIFORNIA STATE
PLANE COORDINATE SYSTEM, 1983,
ZONE 6, BASED LOCALLY ON

CONTROL STATIONS REST' AND
"RABBIT".
„
BEARING.. N 27°39 52 E

QROFESS/
/� �
QJ" P�-AN zF4y�
�� c,`` <<`<< �G�
o 2
w m m
45920
Exp.

Exp. 12/31/22
J' F'
�9� OF ICA��FO��

SEWER IMPROVEMENT PLANS
TRACT NO. 31462-16

COUPLES COURT
STA. 10+00.00 TO STA. 18+24.71ED
DRAWN BY:

PEC
Staff Engineer
C�
/1.67.c_ --�" 2/16/2022
Recommended for Approval By: Date:

CHECKED BY:

PEC
--
--

PROACTIVE

ENGINEERING WEST

Approved By:

J`/ �l
�J Date02/25/2022

SCALE:

AS NOTED
--
--
01/27/22
City Engineer
g
DRAWING NAME:

DATE01/27/22
MARK

DESCRIPTION
APPR.

DATE
City of Beaumont Public Works Department
y ' P
Engineering Division
FILE NO.: 3420
PW2021-0711

ENGINEER

REVISIONS
CITY
JOB NUMBER:

06.002.000

GEORGE ALAN ENFESTEY DATE
R.C.E. 45920 EXP. 12-31-2022
FOR: ARGENT MANAGEMENT
Cb
CO
th
6 0
-o
a)
0 0
age 4Lu o

BEAUMONT
-C A L I F O R N I A -
City of Beaumont
550 E. 6th Street
Beaumont, CA 92223
(951) 769-8520
www.beaumontca.gov
Case No. PW2026-0049
Receipt No. R01737573
Fee $ 3,915.00
Date Paid 4/10/2026

BOND EXONERATION APPLICATION
Bond Type: ®Performance Maintenance ❑Final Monument Inspection Other:

1. Contact's Name Efrem Joelson

2. Contact's Address 230 Progress, Irvine CA 92618
Phone 949-299-3848
City/State/Zip

5. Contact's E-mail [email protected]

3. Developer Name Meritage Homes Phone 949-299-3848
(If corporation or partnership application must include names of principal officers or partners)

4. Developer Address 230 Progress, Irvine, CA 92618
City/St/Zip

5. Description of Bonds (including Bond Number, Tract Map/Application number, Lot number, and description of improvements covered):

TR 3'L62- 6
Bond No 30159516
Storm Drain mprovemen
s - Performance/Payment

6. CERTIFICATION OF ACCURACY AND COMPLETENESS: I hereby certify that to the best of my knowledge the information in this application and all attached answers and exhibits are true, complete, and correct.

Efrem Joelson
Print Name and Sign — Contact/App
ztz ee
1 ant
3/2/2026
Date

7. Contractor shall indemnify, defend, and hold harmless the City and its officers, officials, employees and volunteers from and against any and all liability, loss, damage, expense, costs (including without limitation costs and fees of litigation) of every nature arising out of or in connection with contractor's performance of work hereunder or its failure to comply with any of its obligations for which this Bond exoneration is requested, except for such loss or damage which was caused by the active negligence of the City.

Efrem Joelson yg ,91'L 3/2/2026
Print Name and Sign — Contact/Applica - Date

Page 429 of 2226 ends

8. Developer/Contractor has completed all the following items prior to requesting release or has included them in the application.
• Remove and replace concrete and AC as needed where lifting. • Provide AC crack fill as needed. Crack fill/seal shall be hot asphaltic emulsion. • Provide Type II slurry coat for all road surfaces.
• Restore/Verify pavement striping/markings.
• Restore/Verify blue dots and signage as needed.
• Clean and camera sewer. Provide report and video copy of camera survey. • Provide all final geotechnical reports.
• Provide Engineers' certification for line and grade within Right -of -Way. • Provide Landscape Architects Certification as required.

Print Name and Sign — Contact/Applic t
Efrem Joelson
3/2/2026
Date

Page 430 of 2226 ends

BEAUMONT
Punch List
Project Name: Storm Drain Bond
Tract No. 31462-16
Performance
PW2026-0049
Bond No. 30152516
Inspected By: Jason Craghead
Page: 1 of 1
Date: 4/16/26
Item
Description
No.

Completed by
Construction
(Sign/Date)
Accepted by
(Sign/Date)
Provide As -Built Plans
1 Jason Craghead
5/12/26
Jason Craghead
5/12/26
2 SD Manholes have been cap paved over.

Raise MH per plan.

Jason Craghead
4/28/26
Jason Craghead
4/30/26
[COMPANY NAME]

Page 431 of 2226 ends

Bond No. 30276164

MAINTENANCE BOND
WHEREAS, the City of Beaumont ("City"), a municipal corporation, and Meritage Homes of California, Inc. (hereinafter "Principal"), have entered into an agreement by which Principal agrees to install and complete certain designated public improvements and to guarantee and warrant the work for the period of one year following its completion and acceptance, which said agreement, dated and identified as Fairway Canyon, Storm Drain Improvements, is hereby referred to and made a part hereof; and:

Tract 31462-16
WHEREAS, Principal is required under the terms of the agreement to furnish a bond to guarantee and warrant the work for a period of one year following its completion and acceptance against any defective work or labor done, or defective materials furnished, to comply with the terms of the agreement.

NOW, THEREFORE, we, the Principal andThe Continental Insurance Company("Surety") admitted and duly authorized to transact business under the laws of the State of California as surety, are held and firmly bound unto the City of Beaumont as obligee, in the penal sum of Twenty Nine Thousand six Hundred Thirty Three and 20/100 dollars
($ 29,633.20 ) lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, successors, executors, and administrators, jointly and severally, firmly by these presents.

The condition of this obligation is such that if the above bounded Principal, his or its heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by, provisions in the agreement and any alteration thereof made as therein provided, on his or its part to be kept and performed at the time and in the manner therein specified, and in all respects according to their true intent and meaning, and shall indemnify and save harmless the City of Beaumont, its officers, agents and employees, as therein stipulated, then this obligation shall become null and void; otherwise it shall be and remain in full force and effect.

As a condition precedent to the satisfactory completion of the agreement, the obligation of the Principal and surety under this bond shall remain in effect for a period of one (1) year after the completion and acceptance of the work. During that time, if the Principal or his or its heirs, executors, administrators, successors or assigns, fails to make full, complete and satisfactory repair and replacement or totally protect the City from any loss or damage made evident during that year which results from or is caused by either defective materials or faulty workmanship in the prosecution of the work, then the obligation shall remain in full force and effect. However, anything in this paragraph to the contrary notwithstanding, the obligation of the Surety shall continue so long as any obligation of the Principal remains.

As a part of the obligation secured hereby and in addition to the face amount specified therefor, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by the City of Beaumont in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered.

The Surety hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the agreement or to the work to be performed thereunder or the specifications accompanying the same shall in anywise affect its obligations under this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the agreement or to the work or to the specifications. The Surety waives all rights of subrogation against the City or any person employed by the City.
[signatures on following page]

Page 432 of 2226 ends

SIGNED AND SEALED THIS 19th DAY OF May 2026 .
(Seal)
SURETY The Continental Insurance Company
By:
(A/t 1 f/bA-(
(Name)
James I Moore
(Title)
Attorney -in -Fact
(Address)
151 N. Franklin Street,
(Seal)
PRINCIPA Meritage Homes of California, Inc.

By:
(Name)
Ita tic
(Title)
ci-c_:{2c2
(Address)
230 Progress
Chicago, IL 60606 Irvine, CA 92618

ALL SIGNATURES MUST BE ACKNOWLEDGED BY A NOTARY PUBLIC

Page 433 of 2226 ends

STATE OF ILLINOIS
COUNTY OF DUPAGE}
On May 19, 2026, before me, Lisa C Marotta, a Notary Public in and for said County and State, residing therein, duly commissioned and sworn, personally appeared, James I Moore known to me to be Attorney - in -Fact of The Continental Insurance Company the corporation described in and that executed the within and foregoing instrument, and known to me to be the person who executed the said instrument in behalf of the said corporation, and duly acknowledged to me that such corporation executed the same.

IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, the day and year stated in this certificate above.

My Commission Expires, January 9, 2030
Commission No. 1023617
Lisa C Marotta, Notary Public

OFFICIAL SEAL

LISA C MAROTTA
Notary Public, State of Illinois
Commission No. 1023617
My Commission Expires
January 09, 2030

Page 434 of 2226 ends

POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY -IN -FACT Know All Men By These Presents, That The Continental Insurance Company, a Pennsylvania insurance company, is a duly organized and existing insurance company having its principal office in the City of Chicago, and State of lllinois, and that it does by virtue of the signature and seal herein affixed hereby make, constitute and appoint
James I Moore, Stephen T Kazmer, Kelly A Gardner, Melissa Schmidt, Jennifer J McComb, Tariese M Pisciotto, Diane M Rubright, Amy Wickett, Martin Moss, Individually
of Downers Grove, IL, its true and lawful Attorney(s)-in-Fact with full power and authority hereby conferred to sign, seal and execute for and on its behalf bonds, undertakings and other obligatory instruments of similar nature - In Unlimited Amounts -
and to bind them thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of the insurance company and all the acts of said Attomey, pursuant to the authority hereby given is hereby ratified and confirmed.

This Power of Attorney is made and executed pursuant to and by authority of the Authorizing By -Laws and Resolutions printed at the bottom of this page, duly adopted, as indicated, by the Board of Directors of the insurance company.

In Witness Whereof, The Continental Insurance Company has caused these presents to be signed by its Vice President and its corporate seal to be hereto affixed on this 24th day of February, 2026. .........s
.
qti The Continental Insurance Company,
417
State of South Dakota, County of Minnehaha, ss:

Larry Kasten
Vice President
On this 24th day of February, 2026, before me personally came Larry Kasten to me known, who, being by me duly sworn, did depose and say: that he resides in the City of Sioux Falls, State of South Dakota; that he is a Vice President of The Continental Insurance Company, a Pennsylvania insurance company, described in and which executed the above instrument; that he knows the seal of said insurance company; that the seal affixed to the said instrument is such corporate seal; that it was so affixed pursuant to authority given by the Board of Directors of said insurance company and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of said insurance company.

K. WALSH

MOUARY PUNK
SOUTH
b�ol SOUoAXOTAixOia byo/
My Commission Expires December 4, 2031 K. Walsh

CERTIFICATE
Notary Public
I, Paula Kolsrud, Assistant Secretary of The Continental Insurance Company, a Pennsylvania insurance company, do hereby certify that the Power of Attorney herein above set forth is still in force, and further certify that the By -Laws and Resolutions of the Board of Directors of the insurance company printed below this certificate are still in force. In testimony whereof I have hereunto subscribed my name and affixed the seal of the said insurance company this 19th day of May, 2026 2��,�':xstiR9y; The Continental Insurance Company
:l: . �" �i� n:
0 �. , oa •t o•
G40,A,N- V)o-einAth6

r r: Paula Kolsrud Assistant Secretary
Authorizing By -Laws and Resolutions
ADOPTED BY THE BOARD OF DIRECTORS OF THE CONTINENTAL INSURANCE COMPANY:

This Power of Attorney is made and executed pursuant to and by authority of the following resolution duly adopted by the Board of Directors of the Company at a meeting held on May 10, 1995.
"RESOLVED: That any Senior or Group Vice President may authorize an officer to sign specific documents, agreements and instruments on behalf of the Company provided that the name of such authorized officer and a description of the documents, agreements or instruments that such officer may sign will be provided in writing by the Senior or Group Vice President to the Secretary of the Company prior to such execution becoming effective.

This Power of Attorney is signed by Larry Kasten, Vice President, who has been authorized pursuant to the above resolution to execute power of attomeys on behalf of The Continental Insurance Company.

This Power of Attomey is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the Company by unanimous written consent dated the 25th day of April, 2012. "Whereas, the bylaws of the Company or specific resolution of the Board of Directors has authorized various officers (the "Authorized Officers") to execute various policies, bonds, undertakings and other obligatory instruments of like nature; and Whereas, from time to time, the signature of the Authorized Officers, in addition to being provided in original, hard copy format, may be provided via facsimile or otherwise in an electronic format (collectively, "Electronic Signatures"), Now therefore be it resolved: that the Electronic Signature of any Authorized Officer shall be valid and binding on the Company."
This Power of Attorney may be signed by digital signature and sealed by a digital or otherwise electronic -formatted corporate seal under and by the authority of the following Resolution adopted by the Board of Directors of the Company by unanimous written consent dated the 27th day of April, 2022:
"RESOLVED: That it is in the best interest of the Company to periodically ratify and confirm any corporate documents signed by digital signatures and to ratify and confirm the use of a digital or otherwise electronic -formatted p corporate seal, each to be considered the act and deed of the Company." Go to www.enasuretv.com > Owner / Obligee SprPQP>455agfB�afdaverage, if you want to verify bond authenticity.

Form F6850-6-2023

STATE OF ARIZONA )SS

COUNTY OF MARICOPA )
On May 20, 2026 before me, Julie Clark
, Notary Public, personally appeared
Hi la Sferruzza, EVP & CFO
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

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

WITNESS my hand and official seal.

Signature

JULIE CLARK
NOTARY

ARIZONA
MARICOPA COUN7Y
COMMISSION # 67767B
MY COMMISSION D(PIR€S
NOVEMBER 2.9,02#
This area for official notarial seal.

OPTIONAL SECTION - NOT PART OF NOTARY ACKNOWLEDGEMENT

CAPACITY CLAIMED BY SIGNER
Though statute does not require the Notary to fill in the data below, doing so may prove invaluable to persons relying on the documents.

INDIVIDUAL

CORPORATE OFFICER(S) TITLE(S)

PARTNER(S) LIMITED
1 ATTORNEY -IN -FACT

TRUSTEE(S)

GUARDIAN/CONSERVATOR
OTHER
SIGNER IS REPRESENTING:

Name of Person or Entity

GENERAL
Name of Person or Entity

OPTIONAL SECTION - NOT PART OF NOTARY ACKNOWLEDGEMENT
Though the data requested here is not required by law, it could prevent fraudulent reattachment of this form.

THIS CERTIFICATE MUST BE ATTACHED TO THE DOCUMENT DESCRIBED BELOW TITLE OR TYPE OF DOCUMENT:

NUMBER OF PAGES

SIGNER(S) OTHER THAN NAMED ABOVE

DATE OF DOCUMENT
Reproduced by first American Title Company 1112007

Page 436 of 2226 ends

DOC # 2022-0485774
11130/2022 09:34 AM Fees: $0.00

Page 1 of 38 ends

Recorded in Official Records
RECORDING REQUESTED BY:

CITY CLERK
WHEN RECORDED RETURN TO:

City Clerk
City of Beaumont
550 E. 6th Street
Beaumont, CA 92223
County o Riversice
Peter Aldana
Assessor -County Clerk -Recorder
**This document was electronically submitted
to the County of Riverside for recording**
Receipted by: ESTHER #037

SPACE ABOVE THIS LINE FOR RECORDER'S USE

CITY OF BEAUMONT

SUBDIVISION IMPROVEMENT AGREEMENT
TRACT NO. 31462-16
DATE OF AGREEMENT: March 10, 2022
NAME OF SUBDIVIDER: Meritage Homes of California, Inc., a referred to as "Subdivider
NAME/NUMBER OF DEVELOPMENT: PA 18 B subdivision consisting of 111 residential lots, , originally approved on
, and Tentative Tract 31462 ("Tract" or "Tentative Tract Map") , originally approved on September 8th, 2016

APPROVED ON RECORDED ON
"Final Tract Map").

California Corporation . (hereinafter

FINAL TRACT MAP
AS INSTRUMENT NUMBER:

EST. TOTAL COST OF
PUBLIC IMPROVEMENTS:
$ $296,332.00
(see Exhibit "B")
EST. TOTAL COST OF
PRIVATE IMPROVEMENTS:
(see Exhibit "B")
EST. TOTAL COST OF
MONUMENTATION:
(see Exhibit "B")
BOND NUMBERS: 30152516 - PA 18 B Storm Drain Improvements LETTER OF CREDIT NUMBERS:

Page 1 of 19 ends

Page 437 of 2226 ends

DOC #2022-0485774 Page 2 of 38
FINANCIAL INSTITUTION:

THIS SUBDIVISION IMPROVEMENT AGREEMENT ("Agreement") is made and entered into by and between the City of Beaumont, a California municipal corporation (hereinafter referred to as "City"), and Meritage Homes of California, Inq. a California Corporation (hereinafter referred to as "Subdivider"). City and Subdivider are sometimes referred to hereinafter individually as a "Party", and collectively as the "Parties".

Page 2 of 19 ends

Page 438 of 2226 ends

DOC #2022-0485774 Page 3 of 38
made part of this Agreement by this reference. The amounts of the Improvement Securities required to be posted with this Agreement are also based upon the estimate in Exhibit "B".

NOW, THEREFORE, in consideration of the issuance of the Final Tract map, Subdivider and City hereby agree as follows:

1. Subdivider's Obliqation to Construct Improvements.
(a) In constructing and installing the improvements, Subdivider shall comply with all of the requirements and conditions of approval of in the Tentative Tract Map, related entitlements as well as the provisions of the Municipal Code and Subdivision Laws. (b) Subdivider shall complete, at its own expense, all the public and private improvements and related work on the Development, as required by the conditions of approval of the Tentative Map and related entitlements in conformance with the approved Plans and City Standards, including without limitation, those improvements set forth in Exhibit "B" (hereinafter collectively the "Improvements") within twenty-four (24) months of the date of this Agreement, unless a time extension is granted by the City as authorized by Section 20 of this Agreement. (c) Notwithstanding the time limits specified in Section 1(b) above, no single family dwelling unit or group of units shall be given final inspection and clearance for occupancy by City unless the private and public streets providing access to and fronting such units are completed, the final lifts of pavement on the streets are in place, and all wet and dry utility services (e.g. sewer, water, electrical power, telephone, gas, etc.) to such units are in place and are operational. (d) Subdivider shall furnish the necessary materials for completion of the Improvements in conformity with the Plans and City Standards.
(e) Subdivider shall acquire and dedicate, or pay the cost of acquisition by the City, of all right-of-way, easements and other interests in real property required for construction or installation of the Improvements, free and clear of all liens and encumbrances. Subdivider's obligations relating to acquisition by City of off -site rights -of -way, easements and other interests in real property shall be subject to a separate agreement between Subdivider and City. Subdivider shall also be responsible for obtaining any public or private drainage easements or authorizations therefor to accommodate the Development.
(f) Subdivider shall furnish and install all monuments, stakes and property corners on the lots and streets in the Property as specified on the final recorded tract maps for the Development in accordance with the provisions of the Subdivision Laws, and shall submit centerline tie sheets to City, within thirty (30) days after completion of the Improvements, or as

Page 3 of 19 ends

Page 439 of 2226 ends

DOC #2022-0485774 Page 4 of 38
specified in any separate monument agreement with the City, but in any event prior to their acceptance by the City.

2. Improvement Securities.
(a) Subdivider agrees to secure this Agreement with good and sufficient improvement securities in a form approved by the City Attorney (referred collectively hereinafter as "Improvement Securities" and individually as "Improvement Security") to guarantee the construction and completion of all the improvements in the Development. All such improvement securities shall be posted with the City prior to the City's final building inspection and issuance of a Certificate of Occupancy for any single family dwelling constructed by Subdivider, its agents, assigns or contractors, on any lot within the Development, as described in Exhibit "A". Said securities are estimated at this time in Exhibit "B" to be in the following amounts, and shall be for the purposes described as follows:
(i) $296,332.00 and 00/100 DOLLARS ($XXX,XXX.XX) to
ensure faithful performance of the construction and installation of the public and private Improvements required by this Agreement ("Performance Security"), which amount is 100°/0 of the estimated cost of the Improvements as forth in Exhibit "B"; and (ii) $296,332.00 and 00/100 DOLLARS ($XXX,XXX.XX)
to secure payment to any contractor, subcontractor, persons renting equipment or furnishing labor materials for the Improvements required to be constructed or installed pursuant to this Agreement ("Labor & Materials Security"), which amount is one -hundred percent (100%) of the estimated cost of the Improvements; and (iii) and 00/100 DOLLARS ($ )X,XXX.XX) in the form
of a Warranty Bond or cash deposit with the City to guarantee or warranty the Improvement work done pursuant to this Agreement for a period of one (1) year following acceptance/certification thereof by City, against any defective work or labor done or defective materials furnished ("Warranty Security"). The Warranty Security is 10% of the estimated cost of the Performance Security amount described above, and such Warranty Security must be provided by Subdivider to City prior to the City's release of any bonds or Improvement Securities filed with this Agreement.
(i_v) and 00/100 Dollars ($X,XXX.)O) in the form of a cash deposit, which is 100% of the estimated cost of setting all final subdivision monuments, boundary corners, front and rear lot corners and centerline ties not previously set or submitted on the lots and streets within the Property as described in Exhibit "A", and for the preparation and recordation of any related Certificate of Correction, as required by Section 66469 of the State Subdivision Map Act.
(b) The Improvement Securities required by this Agreement shall be kept on file with the City Clerk. If surety bonds are used, they must be issued by a surety company currently admitted to transact surety insurance business in California by the California Department of

Page 4 of 19 ends

Page 440 of 2226 ends

DOC #2022-0485774 Page 5 of 38
Insurance, with a Best's Insurance Guide rating of no less than A-. The terms of any documents evidencing such Improvement Securities as set forth in this Section 2 or referenced on Page One (1) of this Agreement, are incorporated into this Agreement by this reference as if set forth fully herein. If any Improvement Security is replaced by another type or kind of approved Improvement Security, subject to the approval of the form thereof by the City Attorney, the replacement shall be filed with City Clerk and, upon filing, shall be deemed to have been made a part of and incorporated into this Agreement. Upon filing of a satisfactory replacement Improvement Security with the City Clerk, the former Improvement Security shall be released. (c) Subdivider agrees to keep its Improvement Securities in full force and effect until they are reduced or released by City. If any Improvement Security provided by Subdivider is cancelled or terminated for any reason by the action of a surety, financial institution or other party, it shall be the responsibility of the Subdivider to immediately, upon written notice from City, provide a substitute Improvement Security which conforms to all the requirements of this Section 2 in the same amount or amounts.
(d) Any additions, changes, alterations, or modifications of this Agreement or to the Plans, Specifications and Improvements referred to herein, including any extension of time within which the work hereunder may be completed, shall not release or exonerate any surety or sureties on the Improvement Security given in connection with this Agreement.

3. Alterations to Improvement Plans; Modification of City Standards. (a) Any changes, alterations or additions to the Plans or to the Improvements, not exceeding 10% of the original estimated cost of the Improvements, which are mutually agreed upon by City and Subdivider, shall not require Subdivider to increase any Improvement Securities provided under this Agreement. In the event such changes, alterations, or additions exceed 10% of the original estimated cost of the Improvements, Subdivider shall provide additional Performance Security as required by Section 2 of this Agreement for 100% of the total estimated cost of the Improvements as changed, altered, or amended, minus any completed partial releases allowed by Section 7 of this Agreement. Subdivider shall also provide additional Labor & Materials Security as required by Section 2 of this Agreement for 50 % of the total estimated cost of the Improvements as changed, altered, or amended.
(b) Subdivider shall construct all Improvements in a good and workman like manner and in accordance with the City Standards in effect as of the date of the Approval Action specified on Page One (1) hereof. The City reserves the right to modify the Standards applicable to the Subdivision and this Agreement, when necessary to protect the public safety or welfare or to comply with applicable State or Federal law or City zoning ordinances. If Subdivider requests and is granted an extension of time for completion of the Improvements, the City may apply the Standards in effect at the time the extension is granted.

4. Modification of Drainage Plan. Subdivider agrees that if during the course of construction and installation of Improvements it shall be determined by the City Engineer that

Page 5 of 19 ends

Page 441 of 2226 ends

DOC #2022-0485774 Page 6 of 38
revision of the drainage plan is necessary in the public interest, it will undertake such design and construction changes as may be reasonable and as are indicated by the City Engineer and approved by City. Said changes, if any, shall be confined to the Property.

5. Reserved.

Page 6 of 19 ends

Page 442 of 2226 ends

DOC #2022-0485774 Page 7 of 38
permitted subject to the provisions of Subsections (a)(i) and (a)(ii) hereof. Upon final completion of the Public and Private Improvements under this Agreement, and after City Council acceptance/certification, the City shall file a Notice of Completion in accordance with the California Civil Code.
(i) The City Engineer may release a portion of the Performance Security, as work on the Improvements progresses, upon written application thereof by the Subdivider; provided, however, that no such release shall be considered by City for an amount less the cost estimate of the remaining work does not exceed twenty percent (20%) or less of the estimate of the total amount of work to be done as shown in Exhibit "B". Upon approval of a partial release or the reduction of Performance Security, the City shall not reduce such Performance Security to an amount less than two -hundred- percent (200%) of the value of the work remaining to be done. City and Subdivider agree that not more than two requests for reduction or partial release of Performance Security shall be considered between the start of construction and the completion and acceptance/certification of the Improvements by the City.
(ii) In no event shall the City Engineer authorize a release or reduction of the Performance Security which would reduce such security to an amount below that required to guarantee the completion of the Improvements and any other obligations imposed upon Subdivider by this Agreement.
(iii) No partial reduction or release of the Performance Security shall constitute or be construed as the City's acceptance or certification of any Improvements or related work. Such partial reductions or releases (if any) will merely reflect that a certain portion of the required work has been done.
(b) The Labor & Materials Security shall, ninety (90) days after the City's recordation of the Notice of Completion described in Subsection 7(a), be reduced to an amount equal to the total claimed by all claimants for whom liens have been filed and of which notice has been given to City, plus an amount reasonably determined by the City Engineer to be required to assure the performance of any other obligations secured by the Labor & Materials Security and to cover related legal costs. The balance shall be released upon the settlement of all claims and obligations for which the Labor & Materials Security was given. If no claims or liens have been filed and no notice has been given to City within said ninety (90) day period, then the Labor & Materials Security shall be released in full.
(c) The Warranty Security shall not be released until after the expiration of the one-year (1 -year) warranty period and until any claims filed during the warranty period have been settled.

As provided in Section 11, below, the warranty period shall not commence until final acceptance/certification of the Improvements and related work by the City Council.

Page 7 of 19 ends

Page 443 of 2226 ends

DOC #2022-0485774 Page 8 of 38
(d) The Monumentation Security may be released in full by the City Engineer in accordance with the terms of the separate monument agreement with the City, or if there is none, upon submittal of the following:
(i) a written certification from the professional engineer or surveyor responsible for setting the monuments stating that all the final monuments for the Subdivision have been set in accordance with the Professional Land Surveyors Act and the Subdivision Map Act, and that the professional engineer or surveyor has been paid in full by Subdivider for such services; and
(ii) centerline tie sheets prepared in a manner acceptable to the City Engineer showing the locations of centerline monuments in existing public or private streets; and (iii) any Record of Survey required by this Agreement has been filed with the County of Riverside and recorded.
(e) The City may retain from any Improvement Securities released an amount sufficient to cover costs and reasonable expenses and fees, including reasonable attorneys' fees.

8. Injury to Public Improvements. Public Property or Public Utilities Facilities.

Subdivider shall replace or repair, or cause the repair or replacement of any and all public or private improvements, public utilities facilities and survey or subdivision monuments which are destroyed or damaged as a result of any work under this Agreement. Subdivider shall bear the entire cost of replacement or repairs of any anwall )c or undepr this tAgreement, whether such lity
property damaged or destroyed by reason of any ork done property is owned by the United States or any agency thereof, or the State of California, or any agency or political subdivision thereof, or by the City or any public or private utility corporation or by any combination of such owners. Any repair or replacement shall be made to the reasonable satisfaction, and subject to the approval of the City Engineer and the owner of any such public or private improvement.

10. Notice of Breach/Default of Subdivider.
(a) Default of Subdivider shall include, but not be limited to: (1) Subdivider's failure to timely complete construction of the Improvements; (2) Subdivider's unwarranted failure to timely cure any defect in the Improvements; (3) Subdivider's failure to perform substantial construction work for a period of twenty (20) consecutive calendar days after commencement of the work; (4) Subdivider's insolvency, appointment of a receiver, or the filing of any petition in bankruptcy either voluntary or involuntary which Subdivider fai otdischarge is Property erty oa thirty
ortion O) days; thereof, or ) the
any
commencement of a foreclosure action against p
conveyance in lieu or in avoidance of foreclosure; (6) Subdivider's failure to keep the Improvement

Page 8 of 19 ends

Page 444 of 2226 ends

DOC #2022-0485774 Page 9 of 38
Securities in full force and effect; (7) Subdivider's failure to notify the City of any sale, transfer or other disposition of the Property to a purported new Subdivider; , subcontractors, agent entractorsdsulder's failure ts or
o maintain
insurance; or (9) the failure of Subdivider or Subdivider's employees to comply with any other terms and provisions of this Agreement. (b) In the event of any such default, the City Engineer or the City Council may serve written notice to Subdivider specifying in reasonable detail the nature of the defauulltt. Subdivideri shall have thirty (30) days from receipt of said notice to cure the default; provided o
f the
default is not reasonably susceptible to being cured within said thirty (30) days, Subdivider
to r cure
have a reasonable period of time to cure the default so long as Subdivider cothe default within said thirty (30) days and diligently prosecutes the cure to completion. fails to cure
r
(c) If following service of such written no f ltthe cure perriod specified in commence curing the default to the satisfactionof City within ur Subsection 10(b), above, the City Engineer or the City Council ssurety,orserve the holder(s) of any notice of (other
default upon Subdivider and where applicable Subdivider Improvement Securities, in accordance with the notice provisions set forth in Section 22 of this Agreement.
above,
t
ecified in Subsection
c),
(d) In the event of service of the notice of and complete a( related Subdivider's surety shall have the duty to take over the Improvements and work required under this Agreement; provided; however, that t the surety, within ity written itwnty (20) days
its
after the serving upon it of such notice of default, does give the intention to take over the construction of said Improvementstoer does Vot within ten (10)City days overays er
giving City notice of such election, commence to complete other method City the work and prosecute the Improvements to completion, by contract or by any
f
, and
may deem advisable, for the account and at the expense daSuthereby; and, nusuch evr's surety ent, City,
shall be liable to City for any costs or damages occasioned ccasion City
without liability for so doing, may take possession of, and ounil ine Ito Subdeivider as may be on the ting the Improvements,
such materials, appliances, plant and other property belonging e g g
site of the work and necessary for the completion of same. n equity
(e) The City reserves to itself all remedies available have theright,It subject tot law or lthis Sections Subdivider's default under this Agreement. The City shall to draw upon or utilize the appropriate Improvement Securi � ut I ze the Improvemen to mitigate City's tSecurities s ges in event
of default by Subdivider. The right of City to draw upon o additional to and not in lieu of any other remedy available to of City.

It
is specifically
recognized the a costthat
the estimated costs and amounts of Improvement Securities ecu may so reflect
's damages for Subdivider's
construction or installation of the Improvements, and therefore, City's default shall be measured by the actual cost of completing the re d Improvementfore cmply. T sums
f the
provided by the Improvement Securities may be used b Y City Improvements in accordance with the Plans.

Page 9 of 19 ends

Page 445 of 2226 ends

DOC #2022-0485774 Page 10 of 38
(f) Failure of Subdivider to comply with
Ishs t forth hehe temis reif n and and as required by the Tentais Agreement, including but tive �e
t
limited to, construction of all the Improvements
Map, shall constitute Subdivider's consent to: (1) the filing by City of a notice of violation against all of the lots in the Subdivision; (2) withholding of Building permits, utility connections and/or Certificates of Occupancy. The remedies provided by this Subsection (f) are in addition to and not in lieu of any other remedies available to City at law or in equity. d b' er agrees that choice of remedy or remedies for Subdivider's default or breach shall benthesole discretion of City.
(g) In the event that Subdivider fails to perform any obligation hereunder, Subdivider agrees to pay all costs and expenses incurred by City in securing performances of such obligations, including costs of suit and reasonable attorney's fees. (h) The failure of City to take an 'rof that default or breach enforcement a,n with respect to a orof any defult,
declare a default or breach, shall not be construed as a waiver subsequent default or breach of Subdivider. Any failure by the City to enforce any provision of this Agreement shall not be construed as a waiver of the right to compel enforcement of such provision(s) and further shall not act to release any surety from its obligations under this Agreement.

11. Warranty.
(a) For a period of one (1) year after final acceptance/certification by the City Council of the Improvements, Subdivider shall guarantee or warranty all the Improvements against any defective work or labor done or defective materials furnished. If within the warranty period any work relating to the Improvements or any part
installed, constructed
the
caused to be done, furnished, installed or constructed by Subdivider fails to fulfill any of requirements of this Agreement or the Plans, Subdivider shall without delay and without any cost to City, commence to repair or replace or reconstruct any defective or otherwise unsatisfactory part or parts of the work or structure within thirty (30) days of receiving written notice from City of the defect and diligently prosecute the repair or replacement work to completion. (b) Should Subdivider fail to act promptly or in accordance with the repair/replacement requirements set forth herein, Subdivider hereby authorizes City, at City's option, to perform the repair/replacement work twenty (20) days after mailing written notice to Subdivider and to Subdivider's surety, and Subdivider agrees to pay City for the cost of such work. (c) Should the City determine that an emergency or a threat to the public safety and welfare exists from the condition of the Improvements which require repairs, replacements or remedial measures to be made before Subdivider can be notified, City may, in its sole discretion, make the necessary repairs or replacements or perform the necessary work and Subdivider shall pay to City the cost of such repairs.

Page 10 of 19 ends

Page 446 of 2226 ends

DOC #2022-0485774 Page 11 of 38

Page 11 of 19 ends

Page 447 of 2226 ends

DOC #2022-0485774 Page 12 of 38
negligence including active or passive, or strict negligence, including but not limited to personal injury including, but not limited to bodily injury, emotional injury, sickness or disease, or death to persons and/or damage to property of anyone, including loss of use thereof, caused or alleged to be caused by any act or omission of Subdivider or any subcontractor, or anyone directly or indirectly employed by any of them or anyone for the full period of time allowed by law, with the exception of the sole negligence or willful misconduct of City. (b) Subdivider's indemnity, defense and hold harmless obligations under this Section 17 are not conditioned or dependent upon whether City, or its elective and appointive boards, commissions and officers, or its agents, contractors and employees, prepared, supplied or reviewed any Plans or related specifications in connection with the Improvements, or whether City or Subdivider has insurance or other indemnification covering any of these matters. (c) Subdivider's obligation to indemnify, hold harmless and defend City shall extend to injuries to persons and damages to or alleged taking of property resulting from the design or construction of the Improvements. City's acceptance and/or certification of the Improvements shall not constitute an assumption by City of any responsibility or liability for any damage or alleged taking of property referenced herein. City shall not be responsible or liable for the design or construction of the Improvements constructed or installed pursuant to the Plans, unless the particular Improvement design was required by City over the written objection of Subdivider, which objection stated that the Improvement design was potentially dangerous or defective and set forth a safe and feasible alternative design. After City's acceptance/certification of the Improvements, Subdivider shall remain obligated to correct or eliminate all dangerous conditions caused by defects in design or construction; provided, however, that the Subdivider shall not be responsible for routine maintenance. Subdivider acknowledges and agrees that Subdivider shall be responsible and liable for the design and construction of the Improvements and other work done pursuant to this Agreement, and except as may be provided above, City shall not be liable for any acts or omissions in approving, reviewing, checking, correcting or modifying any Plans, or in inspecting, reviewing or approving any work or construction of Improvements. Subdivider's Improvement Securities shall not be required to secure Subdivider's obligations under this Section

Page 12 of 19 ends

Page 448 of 2226 ends

DOC #2022-0485774 Page 13 of 38
(b) Any proposed Successor must demonstrate to the City its ability to perform and complete the obligations of Subdivider under this Agreement, as determined by objective standards of financial capability, creditworthiness and experience required for such performance, and the City shall have the right to compel the Successor to disclose all documents, information and other material which, in City's sole reasonable discretion, may establish or tend to establish that the proposed Successor meets the standards specified herein. Following approval by City and full execution of a novation (or other such release or assignment and assumption agreement(s) entered into by Subdivider, Successor and City), posting of satisfactory Improvement Securities and submission of required insurance by Successor, City shall release or reduce the securities posted by Subdivider in accordance with the provisions of such novation and release Subdivider of its obligations under this Agreement. Nothing in the novation (or other such release or assignment and assumption agreement entered into by Subdivider, Successor and City) shall relieve Subdivider of its obligations under any other Section of this Agreement for work or Improvements performed by Subdivider prior to the novation.

19. Time of the Essence. Time is of the essence in this Agreement.

Page 13 of 19 ends

Page 449 of 2226 ends

DOC #2022-0485774 Page 14 of 38
(d) As a condition of granting an extension of time to complete the Improvements required by this Agreement, the City Manager may require Subdivider to furnish new or additional Improvement Securities guaranteeing performance of this Agreement as extended in an increased amount as necessary to compensate for any increase in construction costs as determined by the City Engineer.

Notice to City: City of Beaumont
550 E. 6th Street
Beaumont, CA 92223
Attn: City Manager
With a Copy to:

Notice to Subdivider:

John Pinkney, Esq.

SBEMP
1800 East Tahquitz Canyon Way
Palm Springs, CA 92262
Meritage Homes of California, Inc.
5 Peters Canyon Rd, Suite 310
Irvine, CA 92606
Attn: Efrem Joelson

Page 14 of 19 ends

Page 450 of 2226 ends

DOC #2022-0485774 Page 15 of 38
(Occurrence Form CG 0001) and shall, in addition to the other coverages specified in this subsection, include coverage for independent contractors, ongoing operations, products and completed operations, contractual liability and personal and advertising injury. (ii) Commercial Vehicle/Automotive Liability policy covering personal injury and property damage, with minimum limits of One Million Dollars ($1,000,000) per occurrence, combined single limit, covering any vehicle utilized by Subdivider, its officers, agents, employees, subcontractors or independent contractors in performing the work required by this Agreement.
(iii) Workers' Compensation and Employer's Liability policy for all Subdivider's employees, with Workers' Compensation limits as required by State law and Employer's Liability coverage of $1,000,000 per accident for bodily injury or disease. In case any work is sublet, Subdivider shall require any contractor or subcontractor similarly to provide Workers' Compensation and Employer's Liability Insurance for all contractor's or subcontractor's employees, unless such employees are covered by the protection afforded by Subdivider.
(1) In case any class of employees engaged in work under this Agreement at the work site(s) is not protected under any Workers' Compensation law, Subdivider shall provide and shall cause each contractor or subcontractor to provide, adequate insurance for the protection of employees not otherwise protected. (2) Subdivider hereby indemnifies City for any damages or claims resulting from failure of either Subdivider or any contractor of subcontractor to take out or maintain such liability or Workers' Compensation insurance.
(b) Insurer Rating, Acceptability. Except as set forth otherwise herein, the policies required by this Section shall be issued by a California -admitted insurer with a rating of at least a A-; VII in the latest edition of Best's Insurance Guide. A Commercial General Liability policy issued by an insurer that is on the California Department of Insurance's List of Approved Surplus Line Insurers ("LASLI") will be acceptable, if no coverage from an admitted insurer can be obtained by Subdivider, and further provided that such insurer maintains a Best's rating of at least "A-; X" and remains on the LASLI during the term hereof. Workers' Compensation coverage issued by the State Compensation Insurance Fund shall be acceptable if no other coverage can be obtained by Subdivider, and further provided such insurer remains admitted in California and is otherwise financially acceptable to City.
(c) Deductibles. Any deductibles or self -insured retentions must be declared in writing by Subdivider to City and subsequently approved by City prior to its execution of this Agreement and prior to commencement of any work hereunder. At City's option, Subdivider shall either reduce or eliminate the deductibles or self -insured retentions with respect to City, or Subdivider shall procure a bond guaranteeing payment of losses and expenses.

Page 15 of 19 ends

Page 451 of 2226 ends

DOC #2022-0485774 Page 16 of 38
(d) Certificates and Endorsements Verification. Subdivider shall submit to the City original certificates of insurance and endorsements evidencing the coverages required by this Section. The certificates and endorsements for each insurance policy shall be signed by a person authorized by that insurer to bind coverage on its behalf. The City reserves the right to require complete, certified copies of all required insurance policies at any time and/or to require Subdivider to provide reports or status updates to evidence compliance of its contractors and subcontractors with the provisions of this Section.
(e) Required Endorsements.
(i) The Commercial General Liability and Commercial Vehicle/Automotive Liability policies are to contain or be endorsed to contain the following provisions:
(1) Additional Insureds. The City of Beaumont, its officials, officers, employees, agents and independent contractors shall be named as additional insureds with respect to liability arising out of automobiles owned, leased, hired or borrowed by or on behalf of the Subdivider; and with respect to liability arising out of work or operations performed by or on behalf of the Subdivider including materials, parts or equipment furnished in connection with such work or operations. (2) Primary Insurance. For any claims related to this project, the Subdivider's insurance coverage shall be primary insurance as respects the City of Beaumont, its officials, officers, employees, agents and independent contractors. Any insurance or self-insurance maintained by the City of Beaumont, its officials, officers, employees, agents and independent contractors shall be excess of the Subdivider's insurance and shall not contribute with it. This endorsement is not applicable to the Commercial Vehicle/Automotive Liability Policy.
(3) Waiver of Subrogation. Endorsements waiving all rights of subrogation against the City of Beaumont, its officials, officers, employees, agents and independent contractors shall be provided.
(ii) The Workers' Compensation policy shall be endorsed to waive all rights of subrogation against the City of Beaumont, its officials, officers, employees, agents and independent contractors.
(f) Other Insurance Requirements. All policies required under this Agreement shall contain provisions stating that such policies cannot be canceled or reduced except on at least thirty (30) days prior written notice to Subdivider (ten (10) days' notice for cancellation due to non- payment). Subdivider further agrees to: (1) provide to City copies of any notices relating to cancellation or reduction of insurance within two (2) days of receipt; and (2) cause all certificates of insurance to include language indicating that the issuers or producers of such policies will endeavor to provide copies of any such notices directly to City.

Page 16 of 19 ends

Page 452 of 2226 ends

DOC #2022-0485774 Page 17 of 38
(g) Commencement of Work. Subdivider shall not commence work under this Agreement until Subdivider has obtained all insurance required pursuant to this Section, and such insurance has been obtained by Subdivider and approved by City; nor shall Subdivider allow any contractor or subcontractor to commence work on the Improvements until all similar insurance required of the contractor or subcontractor has been obtained. Certificates, endorsements, and where applicable, full copies of policies shall be maintained on file with the City Clerk. (h) Higher Limits. If Subdivider maintains higher limits than the minimums specified in this Section 25, the City requires and shall be entitled to coverage for the higher limits maintained by Subdivider. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the City.

26. Incorporation of Recitals. The Recitals to this Agreement are hereby incorporated into in the terms of this Agreement.

Page 17 of 19 ends

Page 453 of 2226 ends

DOC #2022-0485774 Page 18 of 38
(c) Upon execution, this Agreement shall be recorded in the Official Records of Riverside County, and by such recordation, it is the intention of the Parties to give notice to and bind their successors, heirs and assigns hereto.

IN WITNESS WHEREOF, this Agreement is executed by the Parties hereto on the date above first written.

Subdivider:

City:

CITY OF BEAUMONT
a Municipal Corporation
ATTEST:

City Clerk
APPROVED AS TO FORM:

John Pinkney, City Attorney
APP D AS TO CONTENT:

Page 18 of 19 ends

Page 454 of 2226 ends

DOC #2022-0485774 Page 19 of 38
personally appeared

CALIFORNIA ACKNOWLEDGMENT
CIVIL CODE § 1189
:moissezare ezeanetvpilesetelet :et m;' . --,estit..: oze :sl ₹tsv... 'h"s't e: x'.433 oviasz : al A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.

State of California
County of e
}
On ./14,-.611 / , 2022- before me, ,1e/r2'/4-7Jak2-ell'i /vU v /L.1" Cate Here Insert Name and Title of the Officer
a ✓Uh Gr {cr r i ce2
Name(s) of Signer(s)
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. «

ANDREW SALAZAR
Notary Public • California
Orange County
Commission # 2365034
My Comm. Expires Jul 10, 2025
Place Notary Sea! and/or Stamp Above
I certify under PENALTY OF PERJURY under the
laws of the State of California that the foregoing
paragraph is true and correct.

WITNESS my hand and official seal.

Signature

OPTIONAL
Signature of Notary Public
Completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document.

Description of Attached Document
Title or Type of Document:

Document Date:

Signer(s) Other Than Named Above:

Capacity(ies) Claimed by Signer(s)
Signer's Name:
❑ Corporate Officer - Title(s):
❑ Partner — ❑ Limited ❑ General
❑ Individual
❑ Trustee
❑ Other:

Signer is Representing:_
Number of Pages:
❑ Attorney in Fact
❑ Guardian or Conservator
©2019 National Notary Association
Signer's Name:
❑ Corporate Officer — Title(s):
❑ Partner — ❑ Limited ❑ General
❑ Individual ❑ Attorney in Fact
❑ Trustee ❑ Guardian or Conservator
❑ Other:

Signer is Representing:

Page 455 of 2226 ends

DOC #2022-0485774 Page 20 of 38
Jeff Hart, Dir. Of Engineering/Public
Works
Attachments: Exhibit A Legal description of Property
Exhibit B Cost estimates
(Proper Notarization of Subdivider's Signature is required and shall be attached)

Page 19 of 19 ends

Page 456 of 2226 ends

DOC #2022-0485774 Page 21 of 38
Bond No. 30152516
Improvements: Storm Drain

NOW, THEREFORE, we, the Principal and The Continental Insurance Company as Surety, are held and firmly bound unto the City of Beaumont (hereinafter called "City"), in the penal sum of Two Hundred NinetySix Thousand Three Hundred Thirty Two and 00/100 dollars ($296.332.00.) lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, successors, executors and administrators, jointly and severally, firmly by these presents.

Page 457 of 2226 ends

DOC #2022-0485774 Page 22 of 38
IN WITNESS WHEREOF, this instrument has been duly executed by the Principal and Surety above named, on March 2. 2022.
(Seal)
The Continental Insurance Company
URETY
By:.

Name: James I Moore
Title: Attorney -in -Fact
Address: 151 N. Franklin Street
Chicago, IL 60606
(Seal)
By:

Name:

Title: \6
By:

Name:

Title:
c
Address: 5 Peters Canyon Rd, Ste 310
Irvine, CA 92606

ALL SIGNATURES MUST BE ACKNOWLEDGED BEFORE A NOTARY PUBLIC 7

Page 458 of 2226 ends

DOC #2022-0485774 Page 23 of 38

STATE OF ARIZONA

COUNTY OF MARICOPA
On March 08, 2022
before me,
)SS
Laura J. Gunderson
, Notary Public, personally appeared
.lopmenLof_Meri-age Homes of Ca ifornia, Inc
who proved to me on the basis of satisfactory evidence to be the person(s) Whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

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

WITNESS my hand and official seal.

Signat

LAURA GUNDERSON
Notary Public, State of Arizona
Maricopa County
Commission # 615665
My Commission Expires
November 05, 2025
This area for official notarial seal.

OPTIONAL SECTION - NOT PART OF NOTARY ACKNOWLEDGEMENT

CAPACITY CLAIMED BY SIGNER
Though statute does not require the Notary to fill in the data below, doing so may prove invaluable to persons relying on the documents.

INDIVIDUAL

CORPORATE OFFICER(S) TITLE(S)
PARTNER(S) ❑ LIMITED

ATTORNEY -IN -FACT

TRUSTEE(S)

GUARDIAN/CONSERVATOR
OTHER
SIGNER IS REPRESENTING:

Name of Person or Entity
❑ GENERAL
Name of Person or Entity

OPTIONAL SECTION - NOT PART OF NOTARY ACKNOWLEDGEMENT
Though the data requested here is not required by law, it could prevent fraudulent reattachment of this form.

THIS CERTIFICATE MUST BE ATTACHED TO THE DOCUMENT DESCRIBED BELOW TITLE OR TYPE OF DOCUMENT:

NUMBER OF PAGES

SIGNER(S) OTHER THAN NAMED ABOVE

DATE OF DOCUMENT
Reproduced by First American Title Company 11/2007

Page 459 of 2226 ends

DOC #2022-0485774 Page 24 of 38

STATE OF ILLINOIS
COUNTY OF DUPAGE}
On March 2, 2022, before me, Sinem Nava, a Notary Public in and for said County and State, residing therein, duly commissioned and sworn, personally appeared, James I Moore known to me to be Attorney - in -Fact of The Continental Insurance Company,, the corporation described in and that executed the within and foregoing instrument, and known to me to be the person who executed the said instrument in behalf of the said corporation, and duly acknowledged to me that such corporation executed the same.

IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, the day and year stated in this certificate above.

My Commission Expires, August 28, 2025
Commission No.859777
Sinem Nava, Notary Public

OFFICIAL SEAL

SINEM NAVA
Notary Public - State of Illinois
My Commission Expires Aug,,, 28, 2025

Page 460 of 2226 ends

DOC #2022-0485774 Page 25 of 38

In Witness Whereof, The Continental Insurance Company has caused these presents to be signed by its Vice President and its coiporate seal to be hereto affixed on this 20th day ofJune, 2021.
3 nL
o:
4i
tri
The Continental Insurance Company
Paul T. Bruflat ice President
State of South Dakota, County of Minnehaha, ss:

On this 20th day ofJune, 2021, before me personally came Paul T. Bruflat to me known, who, being by me duly sworn, did depose and say: that he resides in the City of Sioux Falls, State of South Dakota; that he is a Vice President of The Continental Insurance Company, a Pennsylvania insurance company, described in and which executed the above instrument; that he knows the seal of said insurance company; that the seal affixed to the said instrument is such corporate seal; that it was so affixed pursuant to authority given by the Board of Directors of said insurance company and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of said insurance company. +.,,b,e..,...aaroaa.wr.a..r.rwr
M. BENT

NOTARY PUBLIC

SOUTH DAKOTA
4a5 .a5,,,,,9409b44hYVYYq
My Commission Expires March 2, 2026
M. Bent Notary Public

The Continental Insurance Company
D. Johnson
Assistant Secretary
Form F6850-4/2012
Go to ,cnasuretv.c® > Owner / Obligee Services > Validate Bond Coverage, if you want to verify bond authenticity.

Page 461 of 2226 ends

DOC #2022-0485774 Page 26 of 38
Bond No. 30152516
Improvements: Storm Drain

PAYMENT BOND
WHEREAS, the City Council of the City of Beaumont, State of California, and Meritage Homes of California. Inc. (hereafter designated as "the Principal") have entered into Agreement To Provide Security For Improvements For Tract Map Or Parcel Map Or Plot Plan, dated , 20_, whereby Principal agrees to install and complete certain designated public improvements which is hereby incorporated herein and made a part hereof; and WHEREAS, under the terms of the said agreement, the Principal is required before entering upon the performance of the work, to file a good and sufficient payment bond with the City of Beaumont to secure the claims to which reference is made in Title 3 (commencing with Section 9000, et seq.) of Part 6 of Division 4 of the Civil Code of the State of California.

NOW, THEREFORE, the Principal and the undersigned as corporate surety, are held firmly bound unto the City of Beaumont and all contractors, subcontractors, laborers, materialmen, and other persons employed in the performance of the said agreement and referred to at Title 3 (commencing with Section 9000, et seq.) of Part 6 of Division 4 of the Civil Code in the sum of Two Hundred ollars Six Thousand Three Hundred Thirl� Two Dollars and 00/1001.$296,332.001
for materials furnished or labor thereon of any kind, or for amounts due under the Unemployment Insurance Act with respect to this work or labor, that the Surety will pay the same in an amount not exceeding the amount hereinabove set forth, and also in case suit is brought upon this bond, will pay, in addition to the face amount thereof, costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by the City in successfully enforcing this obligation, to be awarded and fixed by the court, and to be taxed as costs and to be included in the judgment therein rendered.

Should the condition of this bond be fully performed, then this obligation shall become null and void, otherwise it shall be and remain in full force and effect.

Page 462 of 2226 ends

DOC #2022-0485774 Page 27 of 38
IN WITNESS WHEREOF, this instrument has been duly executed by the Principal and Surety above named, on March 2, 2022.
(Seal)
The Continental Insurance Company
Name: James I Moore
Title: Attorney -in -Fact
Address: 151 N. Franklin Street
Chicago, IL 60606
(Seal)
Meritage Homes of California, Inc.
=. PR1NC PAL_
By:

Name:

Title: II e hlwkc t
By:

Name:

Address: 5 Peters Canyon Rd, Ste 310
Irvine, CA 92606
L A _ de afia e0°—

ALL SIGNATURES MUST BE ACKNOWLEDGED BEFORE A NOTARY PUBLIC 9

Page 463 of 2226 ends

DOC #2022-0485774 Page 28 of 38

STATE OF ARIZONA )SS

COUNTY OF MARICOPA )
On March 08, 2022 before me, Laura J. Gunderson
Notary Public, personally appeared
Glen A. Tulk, Vice President - National ne.veJopment of Meritage Homes of California, Inc. who proved to me on the basis of satisfactory evidence to be the person(s) Whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

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

WITNESS my hand and official seal.

Signatur

LAURA GUNDERSON
Notary Public, State of Arizona
Maricopa County
Commission 11615665
My Commission Expires
November 05, 2025
This area for official notarial seal.

OPTIONAL SECTION - NOT PART OF NOTARY ACKNOWLEDGEMENT

CAPACITY CLAIMED BY SIGNER
Though statute does not require the Notary to fill in the data below, doing so may prove invaluable to persons relying on the documents.

INDIVIDUAL
n CORPORATE OFFICER(S) TITLES)

PARTNER(S) LIMITED

ATTORNEY -IN -FACT

TRUSTEE(S)

GUARDIAN/CONSERVATOR
OTHER
SIGNER IS REPRESENTING:

Name of Person or Entity
fl GENERAL
Name of Person or Entity

OPTIONAL SECTION - NOT PART OF NOTARY ACKNOWLEDGEMENT
Though the data requested here is not required by law, it could prevent fraudulent reattachment of this form.

THIS CERTIFICATE MUST BE ATTACHED TO THE DOCUMENT DESCRIBED BELOW TITLE OR TYPE OF DOCUMENT:

NUMBER OF PAGES

SIGNER(S) OTHER THAN NAMED ABOVE

DATE OF DOCUMENT
Reproduced by Rrst American The Company 11/2007

Page 464 of 2226 ends

DOC #2022-0485774 Page 29 of 38

IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, the day and year stated in this certificate above.

My Commission Expires, August 28, 2025
Commission No -859777
Sinem Nava, Notary Public

OFFICIAL SEAL

SINEM NAVA
Notary Public - State of Illinois
My Commission Expires Au 28, 2025

Page 465 of 2226 ends

DOC #2022-0485774 Page 30 of 38

In Witness Whereof, The Continental Insurance Company has caused these presents to be signed by its Vice President and its corporate seal to be hereto affixed on this 20th day of June, 2021.

The Continental Insurance Company
JP
pp
Paul T. Bruflat ice President
State of South Dakota, County of Minnehaha, ss:

On this 20th day of June, 2021, before me personally came Paul T. Bruflat to me known, who, being by me duly sworn, did depose and say: that he resides in the City of Sioux Falls, State of South Dakota; that he is a Vice President of The Continental Insurance Company, a Pennsylvania insurance company, described in and which executed the above instrument; that he knows the seal of said insurance company; that the seal affixed to the said instrument is such corporate seal; that it was so affixed pursuant to authority given by the Board of Directors of said insurance company and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of said insurance company. +aaaaaaaaaaaaaaaaaaaaaaaa+
M. BENT
} NOTARY PUBLIC�/��

SOUTH DAKOTA

4.6.:Jf
+a aaaaaaaaaaaaaaaaaSaaaa+
My Commission Expires March 2, 2026
1)2
M. Bent Notary Public

Page 466 of 2226 ends

DOC #2022-0485774 Page 31 of 38

CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT

CONSTRUCTION COST WORKSHEET
"PLAN CHECK FEE EST"
PARCEL MAP OR TRACT NO.:

DATE:

Storm Drain Improvement Plans - Tract No. 31462-16 (PA 18-111 Lots) 10/29/2021
PP, CUP NO.:

PW2021-0712 BY: George A. Lenfestey

IMPROVEMENTS
FAITHFUL PERFORMANCE 100%
LABOR & MATERIALS SECURITY 100%
Construction Costs)
Streets/Drainage
Sewer
Total
Warranty Retension (22.5%)
Street/Drainage Plan Check Fees =
Sewer Plan Check Fees =
Street Inspection Fees =
Sewer Inspection Fees =
296,332.00
$ 296,332.00
$ 66,674.70
7,408.30
500.00
11,853.28
750.00

Above amounts do ninclude additional 20% for recordation prior to having signed plans Above amounts do not ninclude additional 20% for recordation prior to having signed plans 10/29/21
Engineer's Signature Date
George A. Lenfestey
Name typed or printed
L A Id L f:If ,'
k•
/012 te
No. 45920 - \ „. CNtL ,-/ '
J
\91F r
'-. O CALVc
Civil Engineer's Stamp
*****PLEASE READ INSTRUCTIONS BELOW*****

1. Quantities to be taken from improvement plans, Unit costs to be as provided on "City of Beaumont Construction Cost Worksheet".

2. Show Bond Amounts to the nearest $500.

Page 467 of 2226 ends

10/29/2021

DOC #2022-0485774 Page 32 of 38

CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT

IMPROVEMENT REQUIREMENT WORKSHEET
PROJECT: itorm Drain Improvement Plans - Tract No. 31462-16 (PA 18-111 Lots DATE: 29 -Oct -21
STREET IMPROVEMENTS (Cont'd.)
QTY.

UNIT
ITEM

UNIT COST
AMOUNT
L.F.

Remove Chain Link Fence
$ 2.50
$ -
EA.

Remove Barricade
$ 200.00
$ -
TON
Asphalt Concrete - 144 lbs/cu. Ft.
(120,771 SF @ 0.33')
$ 90.00
C.Y.

Aggregate Base Class II (120,771 [email protected]')
$ 50.00
TON
Asphalt Emulsion (Fog Seal/Paint Binder)
(1 ton = 240 gals) ( 120,771 SF)
$ 600.00
applz at 0.05 + 0.03 = 0.08 gal/SY
$ -
S.F
AC overlay (mm. 0.10')
If export, provide (a) & (b), a=fill, b=cut-fill
If import, provide (a)&(C), a=cut, c=fill-cut
(Unit costs for (a), (b) & (C) are 20% of
actual costs to assure that work will be
corrected to eliminate hazardous conditions.)
$ 0.90
$ -
S.F.

Remove A.C. Pavement
$ 0.50
$ -
L.F.

Curb and Gutter (Wedge Curb)
$ 8.00
$ -
L.F.

Curb and Gutter (Type A-6)
$ 10.00
L.F.

Curb and Gutter (Type A-8)
$
$ 12.00
$ -
L.F.

Type "C" Curb
$ 10.00
$ -
L.F.

Type "D" Curb
$ 15.00
$ -
L.F.

A.C. Dike (6") (incl. material & labor)
$ 8.00
L.F.

A.C. Dike (8") (incl. Material & labor)
$ 10.00
$ -
S.F.

P.C.C. Cross Gutter and Spandrels
$ 10.00
S.F.

P.C.C. Sidewalk
$ 6.00
SF
P.C.C. Drive Approach (16' Wide)
$ 8.00
EA.

Handicapped Access Ramp
$ 1,500.00
EA.

P.C.C. Drive Approach
(individual lot driveway approach per finished grading plan) $ 8.00
$ -
S.F.

Join Existing Pavement (Grind & Overlay Exist. A.C.)
$ 4.00
$ -
$ -
$ -
$ -
SUBTOTAL =

Page 468 of 2226 ends

10/29/2021

DOC #2022-0485774 Page 33 of 38

CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT

IMPROVEMENT REQUIREMENT WORKSHEET
PROJECT:itorm Drain Improvement Plans - Tract No. 31462-16 (PA 18-111 Lots DATE: 29 -Oct -21
STREET IMPROVEMENTS (Cont'd.)
QTY.

UNIT
ITEM

UNIT COST
AMOUNT
C.Y.

Rh Rap (1/4 Ton) Method B
$ 35.00
$
C
C.Y.

Rip Rap (1 Ton) Method B
$ 45.00
$ -
C.Y.

Rig Rap (2 Ton) Method B
$ 50.00
$ -
C.Y.

Grouted Rip Rap (1/4 Ton) Method B
$ 45.00
$ -
C.Y.

Grouted Rip Rap (1/2 Ton) Method B
$ 55.00
$ -
C.Y.

Grouted Rip Rap (1Ton) Method B
$ 60.00
$ -
C.Y.

Grouted Rip Rap (2 Ton) Method B
$ 65.00
$ -
164
L.F.
18" R.C.P.
$ 60.00
$ 9,840
1,665
L.F.
24" R.C.P.
$ 70.00
$ 116,550
L.F.
30" R.C.P.
$ 80.00
$ -
421
L.F.
36" R.C.P.
$ 90.00
$ 37,890
L.F.
42" R.C.P.
$ 100.00
$ -
L.F.
48 " RCP
$ 110.00
$ -
L.F.
54" RCP
$ 135.00
$ -
L.F.
60" RCP
$
$ 160.00
$ -
L.F.
72" RCP
$ 200.00
$ -
L.F.
$ 1.00
$ -
L.F.
$ 1.00
$ -
EA.

H.D.P.E. Clean Out
$ 400.00
$ -
EA.

Drain Basin
$ 400.00
$ -
EA.

Curb Outlet
$ 3.000.00
$ -
EA.

Fossil Filters
$ 500.00
$ -
EA.
18" C.M.P. Wye
$ 500.00
$ -
EA.

Riprap Headwall
$ 1,000.00
$ -
6 EA.

Concrete Collar
$
$ 250.00
$ 1,500
EA.

Outlet Structure
$ 10,000.00
$ -
EA.

Concrete Pipe Anchor & Stabilizer
$ 250.00
$ -
L.F.
12" HDPE. Pipe
$ 31.00
$ -
EA.
12" HDPE Misc. Fittings (Bend, coupling & end cap)
$ 320.00
$ -
SUBTOTAL = $ 165,780.00

Page 469 of 2226 ends

10/29/2021

DOC #2022-0485774 Page 34 of 38

CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT

IMPROVEMENT REQUIREMENT WORKSHEET
PROJECT: Storm Drain Imarovement Plans - Tract No. 31462-16 (PA 18-111 Lots DATE: 29 -Oct -21
STREET IMPROVEMENTS (Cont'd.)
QTY.

UNIT
ITEM

UNIT COST
AMOUNT
EA.

Water Quality Structure
$ 2,500.00
$ -
LS
Concrete Inlet Aaron
$ 11,000.00
$ -
LS
Emergency Spillway
$ 27,000.00
$ -
LS
84" Storm Drain Grate
$ 8,500.00
$ -
SF
3' Wide V -Gutter (945 LF)
$ 4.00
$ -
$ -
$ -
$ -
$ -
r
$ -
Subtotal:

A. Subtotal
B. Contingency (15%)
$ 257,680
$ 38,652
C. Streets/Drainage Total (A + B) $ 296,332

Page 470 of 2226 ends

10/29/2021

STORM DRAIN NOTES:
*RCP NOTE:

CALIMESA

1. THE CONTRACTOR SHALL CONSTRUCT THE DRAINAGE IMPROVEMENT SHOWN ON THE

DRAWINGS IN CONFORMANCE WITH THE REQUIREMENTS OF THE RIVERSIDE COUNTY FLOOD

CONTROL AND WATER CONSERVATION DISTRICT DESIGN MANUAL STANDARD DRAWINGS,

RECENT EDITION, AND IN CONFORMANCE WITH THE REQUIREMENTS OF THE BEAUMONT DRAINAGE MANAGEMENT PLAN.

2. THE CONTRACTOR IS REQUIRED TO CONTACT ALL UTILITY AGENCIES REGARDING TEMPORARY SUPPORT AND SHORING REQUIREMENTS FOR THE VARIOUS UTILITIES SHOWN IN THE PLANS.

CONSTRUCTION INSPECTION WILL BE PERFORMED BY CITY OF BEAUMONT. CONTACT (951) 769-8520. THE CITY MUST BE NOTIFIED ONE WEEK PRIOR TO CONSTRUCTION.

4. ALL STATIONING REFERS TO THE CENTERLINE OF CONSTRUCTION UNLESS OTHERWISE NOTED.

5. STATIONING FOR LATERALS AND CONNECTOR PIPE REFER TO THE CENTERLINE -CENTERLINE -INTERSECTION STATION.

6. FORTY-EIGHT HOURS BEFORE EXCAVATION, CALL UNDERGROUND SERVICE ALERT 1-800-227-2600.

7. ALL CROSS SECTIONS ARE TAKEN LOOKING UPSTREAM.

8. ELEVATIONS AND LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE UNLESS OTHERWISE NOTED. ALL UTILITIES SHOWN ARE TO BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED.

9. OPENINGS RESULTING FROM THE CUTTING OR PARTIAL REMOVAL OF EXISTING CULVERTS, PIPES OR SIMILAR STRUCTURES TO BE ABANDONED SHALL BE SEALED WITH 6 INCHES OF CLASS "B" CONCRETE.

10. PIPE CONNECTED TO THE MAINLINE PIPE SHALL CONFORM TO JUNCTION STRUCTURE NO. 4 (JS 229) UNLESS OTHERWISE NOTED.

11. PIPE BEDDING SHALL CONFORM TO R. C. F. C. & W.C.D. STD. DWG. M 815

12. 'V" IS THE DEPTH OF INLET AT THE CATCH BASINS MEASURED FROM THE TOP OF THE CURB TO THE INVERT OF CONNECTOR PIPE.

13. ALL CURBS, GUTTERS, SIDEWALKS, DRIVEWAYS, AND OTHER EXISTING IMPROVEMENTS TO BE

RECONSTRUCTED IN KIND PER LATEST COUNTY STANDARD AND AT THE SAME ELEVATION AND LOCATION AS THE EXISTING IMPROVEMENTS UNLESS OTHERWISE NOTED. FOR PAVEMENT OVERLAY, 0.10' MIN. FOR FULL LANE WIDTH IS REQUIRED.

14. HYDRAULIC GRADE LINES SHOWN IN PROFILES ARE FOR 100 YEAR FREQUENCY FLOWS, UNLESS OTHERWISE NOTED.

15. THE CONTRACTOR SHALL COMPLY WITH THE STATE AND LOCAL SAFETY CODES DURING THE PROGRESS OF WORK.

16. THE CONTRACTOR SHALL MAINTAIN ADJACENT STREETS IN A NEAT, SAFE, CLEAN AND

SANITARY CONDITION AT ALL TIMES AND TO THE SATISFACTION OF THE COUNTY'S OR DISTRICT'S INSPECTOR. THE ADJACENT STREETS SHALL BE KEPT CLEAN OF DEBRIS, WITH DUST AND OTHER NUISANCE BEING CONTROLLED AT ALL TIMES. THE DEVELOPER SHALL BE RESPONSIBLE FOR ANY CLEAN UP ON ADJACENT STREETS AFFECTED BY HIS CONSTRUCTION.

METHOD OF STREET CLEANING SHALL BE DRY SWEEPING OF ALL PAVED AREAS.

17. THE CONTRACTOR AGREES THAT HE/SHE SHALL ASSUME SOLE AND COMPLETE

RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF

THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS

REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING

HOURS AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER,

CITY OF BEAUMONT, AND THE DEVELOPER'S ENGINEER, HARMLESS FROM ANY AND ALL

LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS

PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNERS OR THE DEVELOPER'S ENGINEER.

18. ALL PIPE LENGTHS ARE HORIZONTAL PROJECTIONS (NOT TRUE LENGTHS OF PIPE) AND ARE THE BASIS OF THE ESTIMATES OF QUANTITIES. THE CONTRACTOR SHALL DETERMINE THE TRUE QUANTITY OF PIPE REQUIRED FOR THIS PROJECT PRIOR TO PLACING THE ORDER.

19. ALL ELEVATIONS SHOWN ARE TO THE INVERTS OF PIPE, EXCEPT WHERE OTHERWISE NOTED.

20. AT THE DISCRETION OF THE ENGINEER AND THE CITY OF BEAUMONT, THE CONTRACTOR MAY

BE REQUIRED TO VERIFY, BY POTHOLING, THE LOCATION OF POTENTIALLY AFFECTED UTILITIES.

21. CONTRACTOR SHALL DISPOSE OF ALL EXCESS EXCAVATED MATERIAL AT MANDATORY DISPOSAL SITE.

22. ALL BACKFILL AND BEDDING AROUND STRUCTURES AND PIPES SHALL BE COMPACTED TO NOT LESS THAN 90 PERCENT RELATIVE COMPACTION EXCEPT WHERE SUCH MATERIAL IS PLACED UNDER EXISTING PAVED ROADWAYS. THE TOP 3 FEET, MEASURED FROM THE FINISH PAVING, SHALL BE COMPACTED TO 95 PERCENT RELATIVE COMPACTION.

23. ALL SURVEY MONUMENTS SHALL BE REPLACED AS REQUIRED. MONUMENTS SHALL BE TIED OUT PRIOR TO CONSTRUCTION AND REPLACED UPON COMPLETION OF CONSTRUCTION.

24. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY

TO THE DIRECTOR OF PUBLIC WORKS, CITY OF BEAUMONT FOR AN ENCROACHMENT PERMIT

FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT-OF-WAY, DEDICATED AND ACCEPTED FOR PUBLIC USE; AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT

ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED.

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

26. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PLACE PRIOR TO PAVING THE STREET, INCLUDING BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, STORM DRAINS.

27. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO INSTALL AND

MAINTAIN DURING CONSTRUCTION, REGULATORY GUIDE AND WARNING SIGNS WITHIN THE

PROJECT LIMITS AND ITS SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE TRAVELING

PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT

BY THE CITY OF BEAUMONT

28. CONSTRUCTION PROJECTS THAT DISTURB MORE THAN ONE ACRE MUST OBTAIN A NATIONAL

POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT OWNER/DEVELOPERS ARE

REQUIRED TO FILE A NOTICE OF INTENT (NOT) WITH THE STATE WATER RESOURCES

CONTROL BOARD (SWRCB) AND COMPLY WITH ALL REQUIREMENTS OF THE BEAUMONT DRAINAGE MANAGEMENT PLAN. BEAUMONT IS CO-PERMITTEE WITH R. C. F. C. & W. C.D.

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

PROVIDED WITH ADEQUATE CAPABILITIES TO FILTER AND RETAIN SEDIMENT AND DIRT, 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 STORM WATER AS WELL AS BEST MANAGEMENT PRACTICES IDENTIFIED IN THE CURRENT REPORT OF WASTE DISCHARGE FOR RIVERSIDE COUNTY PERMITTEES.

30. DEVELOPER SHALL BE FULLY RESPONSIBLE IN ASSURING THAT PROPOSED 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.

3. PRIVATE ENGINEER'S NOTICE TO CONTRACTOR(S):

1. 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 RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES.

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

QUANTITIES SHOWN HEREON ARE PROVIDED FOR BIDDING PURPOSES ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING 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 REVISE THE PLANS FOR APPROVAL BY THE CITY.

3. 1.

THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED

CONRETE PIPES MUST BE INCREASED TO PROVIDE A MINIMUM
OF 1-1/2" OVER THE REINFORCING WHEN THE DESIGN
VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE
DESIGN STRENGTH IN THESE REACHES SHALL BE f'c =
5,000 PSI FOR VELOCITIES EXCEEDING 20 FEET PER SECOND
AND f'c = 6,000 PSI FOR VELOCITIES EXCEEDING 30 FPS.

2. JOINTS FOR REINFORCED CONCRETE PIPES UNDER PRESSURE

FLOW CONDITIONS SHALL BE WATERTIGHT IN CONFORMANCE
WITH ASTM C443.

GENERAL NOTES:

CITY OF BEAUMONT, CALIFORNIA

STORM DRAIN IMPROVEMENT PLANS
TRACT NO. 37462— 16NOTEs

1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF BEAUMONT REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS.

2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE BEAUMONT

MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREIN AS THEY MAY PERTAIN TO THIS PROJECT. THE

ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.

3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER -OF -WORK

FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.

4. A RIGHT-OF-WAY PERMIT FROM THE BUILDING & SAFETY DEPARTMENT WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A

CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF BEAUMONT AS AN

ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY "BESTS" KEY RATING GUIDE.

5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES.

6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT

CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE IMPROVEMENT AGREEMENT

7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE

CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE

PLANS AND TITLE SHEET

8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER.

9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS -BUILT CONDITIONS BY THE

ENGINEER -OF -WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY

10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.

11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF:

A. SUMMARY SHEET
B. LABORATORY WORK SHEETS
C. COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE

STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE WRITTEN

FIELD COMPACTION REPORT(S) SHALL BE IMMEDIA TEL Y SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS.

12. A PRECONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO THE BEGINNING OF

WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR

CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING BY CALLING THE INSPECTION LINE AT (951) 572-3224 AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING.

13. ALL INSPECTION REQUESTS OTHER THAN FOR THE PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE BUILDING AND SAFETY INSPECTION REQUEST LINE AT (951) 572-3224. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.

14. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL

DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND

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

15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A

DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN

OF SHORING, BRACING SLOPE OR OTHER PROVISIONS TO BE MADE OF WORKER

PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN

VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8 CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE

OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION.

16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING

CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO.

17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO SHALL ADHERE TO THE NOISE ORDINANCE SET FORTH BY THE CITY MUNICIPAL CODE. ALL OPERATIONS SHALL

BE LIMITED BY THE NOISE ORDINANCE TO THE LEVEL OF DECIBELS SPECIFIED FOR THE AREA AND TIME PERIOD. CONSTRUCTION ACTIVITIES WILL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND 6:00 P.M. EACH DAY MONDAY THROUGH FRIDAY, UNLESS OTHERWISE PERMITTED.

18. ALL OFF -SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS' A RESULT OF THE GRADING OPERATION.

19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING

PROGRAM AND BLASTING PERMIT

20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS.

ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR

STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO

PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN.

21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVEGROUND AND UNDERGROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF

THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK.

22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST

TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE.

UNDERGROUND SERVICE ALERT

SOUTHERN CALIFORNIA EDISON
AT&T

TIME WARNER CABLE

COX COMMUNICATIONS
(800) 422-4133
(800) 409-2365
(800) 892-0123
(760) 340-2225
(888) 423-3913

23. IN ACCORDANCE THE CITY STORM WATER STANDARDS ALL STORM DRAIN INLETS CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT WASTE DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SATISFACTION OF THE CITY ENGINEER.
17\
k k
1 th
. I
CB /18; W=7.00'
Qioo=6.22 CFS
Q10=3.71 CFS
QIN=2.55 CFS
Qour=4.00 CFS
LATERAL B-10
1 LINE B
•
•
CB /15: W=7.00'
0roo=6.60 CFS
Qlo=3.92 CFS
QIN=375 CFS
0our=6.85 CFS r
'� r
LATERAL B-7
LATERAL B-11
1 LATERAL B-12
LATERAL B-13
NT,
LATERAL B-9
LATERAL B -9A
CB /16; W=14.00'
0100=5.42 CFS
010=3.16 CFS
QIN=4.82 CFS
Qour=1.35 CFS
LATERAL B-8
CONSTRUCTION NOTES:

INSTALL 18" RCP (D -LOAD PER PROFILE)
0 INSTALL 24" RCP (D -LOAD PER PROFILE)
0 INSTALL 36" RCP (D -LOAD PER PROFILE)
4 CONSTRUCT MANHOLE /1 PER R. C.F.C. & W. C.D. STD. DWG.

MH251
OCONSTRUCT MANHOLE /4 PER R. C.F.C. & W. C.D. STD. DWG.

MH254
0 8
CONSTRUCT JUNCTION STRUCTURE /2 PER R. C. F. C. & W.C.D.

STD. DWG. NO. JS227
SHEET 4
45 mi so
0100=704 CFS
Q,0=4.15 CFS
QIN=6.71 CFS
Qour=0.33 CFS

HUTCH/SON PLACE
CB /11: W=14.00'
Q100=7.54 CFS
mmQ10=4.42 CFS
QIN=7.07 CFS
Qour=0.47 CFS
_ CB /12: W=14.00'
Q100=11.22 CFS
010=6.50 CFS
QIN=8.45 CFS
Qour=2.77 CFS
LATERAL B -9B
MAINTENANCE NOTE:

ALL STORM DRAIN FACILITIES PROPOSED ON THIS PLAN ARE

MAINTAINED BY THE CITY OF BEAUMONT UNLESS OTHERWISE NOTED ON STORM DRAIN PROFILE.

DOWNSTREAM FACILITIES NOTE:

PROJECT IS REQUIRED TO CONSTRUCT DOWNSTREAM FACILITIES IF NOT CONSTRUCTED AT TIME OF CONNECTION.

1. APPROVAL OF THESE PLANS APPLY ONLY WITHIN THE JURISDICTION OF THE CITY OF

BEAUMONT

2. TRENCHING FOR UTILITIES AND STRUCTURES IS NOT ALLOWED UNTIL SOIL COMPACTION

REPORT IS SUBMITTED AND APPROVED BY THE PUBLIC WORKS DEPARTMENT

3. THE CITY RESERVES THE RIGHT TO REQUIRE REVISION OF THE APPROVED PLANS TO

CONFORM WITH CURRENT STANDARDS AND TO POST A NEW BOND IF CONSTRUCTION HAS NOT COMMENCED WITHIN TWO YEARS AFTER PLANS WERE APPROVED.

4. THE DEVELOPER SHALL HAVE GEOTECHNICAL/SOILS ENGINEERING FIRM OBSERVE

TRENCHING, BACKFILLING, AND SOIL COMPACTION OF ALL UTILITY TRENCHES WITHIN ALL EASEMENTS AND ROAD RIGHTS OF WAY. TWO SETS OF COMPACTION REPORTS

CERTIFYING THAT WORKS WERE DONE IN CONFORMANCE TO STANDARDS AND

GEOTECHNICAL REPORT SHALL BE SUBMITTED AFTER EACH UTILITY TRENCH IS COMPLETED AND CERTIFIED. COMPACTION REPORT MUST BE SUBMITTED TO THE DEPT

OF PUBLIC WORKS AT LEAST TWO WORKING DAYS BEFORE AGGREGATE BASE MATERIALS ARE PLACED ONSITE.

PREPARED BY:

PROACTIVE ENGINEERING CONSULTANTS WEST, INC.
25109 JEFFERSON AVENUE, SUITE 200
MURRIETA, CA 92562
PHONE: 951-200-6840
`LINE B
A \ i
CB /07: W=21.00'
� 0100=10.87 CFS
01o=6.37 CFS
QIN=8.53 CFS
Qour=2.34 CFS
LATERAL B-14
TR. 31462-16 „
CB /13. W=14.00'
m0100=6.93 CFS
Q10=3.98 CFS
QIN= 6.18 CFS
Qour=0.75 CFS
SORESTAM DRIYE �} _
OTY
164 L.F.
1,665 L.F. DECLARATION OF ENGINEER OF RECORD:
421 L.F.

NO. 4
NO. j
CONSTRUCT CONCRETE COLLAR PER R.C.F. C. & W.C.D. STD. DWG.

NO. M803

CONSTRUCT CURB INLET CATCH BASIN PER COUNTY OF
RIVERSIDE STD. NO. 300. NOTE: LOCAL DEPRESSION PER TR.
31462-16 STREET IMPROVEMENT PLANS
0 REMOVE EXISTING CONCRETE BULKHEAD
EA.

EA.
2 EA.
11 EA.
1 EA.

ALTERNATIVE PIPE MATERIALS NOTE:

THE USE OF CORRUGATED HDPE AS AN ACCEPTABLE ALTERNATIVE PIPE

MATERIALS FOR STORM WATER DRAINAGE FACILITIES IS PERMITTED SO

LONG AS THE DESIGN, PIPE MATERIAL SPECIFICATION AND INSTALLATION FOLLOW RIVERSIDE COUNTY ORDINANCE 461. THE MINIMUM ALLOWABLE PIPE COVER IS 6 -FEET AND THE MAXIMUM PIPE COVER IS 20 -FEET.

I HEREBY DECLARE THAT IN MY PROFESSIONAL OPINION, THE DESIGN OF THE

IMPROVEMENTS AS SHOWN ON THESE PLANS COMPLIES WITH THE CURRENT PROFESSIONAL ENGINEERING STANDARDS AND PRACTICES. AS THE ENGINEER

IN RESPONSIBLE CHARGE OF THE DESIGN OF THESE IMPROVEMENTS, I ACCEPT FULL RESPONSIBILITY FOR SUCH DESIGN. I UNDERSTAND AND ACKNOWLEDGE

THAT THE PLAN CHECK OF THESE PLANS BY THE CITY OF BEAUMONT IS A

REVIEW FOR THE LIMITED PURPOSE OF ENSURING THAT THESE PLANS COMPLY WITH THE CITY PROCEDURES AND OTHER APPLICABLE CODES AND ORDINANCES.

THE PLAN REVIEW PROCESS IS NOT A DETERMINATION OF THE TECHNICAL ADEQUACY OF THE DESIGN OF THE IMPROVEMENTS. SUCH PLAN CHECK DOES NOT THEREFORE RELIEVE ME OF MY DESIGN RESPONSIBILITY.

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, 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 HIS CONSULTANTS. 02/28/22

GEORGE ALAN LENFESTEY
EXPIRATION DATE: 12/31/2022
R.C.E. 45920
DATE
•
•
•
CB #08: W=14.00' ►
0100=6.23 CFS
Q10=3.65 CFS
QIN=4.48 CFS
Qour=1.75 CFS �
;'/N •
6A
CB /09: W=21.00'
Qioo=16.98 CFS
Q,0=10.06 CFS
QIN=21.07 CFS
�%
i em

5. INDEX MAP
SCALE: 1 "=100'
WORK TO BE DONE:

THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO

BE DONE ACCORDING TO THESE PLANS AND THE STANDARD
SPECIFICATIONS AND STANDARD DRAWINGS LISTED BELOW:

STANDARD SPECIFICATIONS

1. STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION "GREEN BOOK" (MOST CURRENT CITY

ADOPTED VERSION)

2. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES,
"MUTCD" (MOST CURRENT CITY ADOPTED VERSION)
WORK AREA TRAFFIC CONTROL HANDBOOK, "WATER"
(MOST CURRENT CITY ADOPTED VERSION)

4. STATE OF CALIFORNIA, DEPARTMENT OF

TRANSPORTATION, STANDARD SPECIFICATIONS LATEST

EDITION

3. STANDARD DRAWINGS

1. RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT,
"RCTD'; ORDINANCE NO. 461.

2. STATE OF CALIFORNIA, DEPARTMENT OF

TRANSPORTATION, STANDARD PLANS LATEST EDITION
�5-
L9 AVE.

F)_
PKWY.

PALMER
TUKWET CYN.

SITE LOCATTON
CHERRY VALLEY BLVD.

CHAMPIONS

OAK VALLEY
BR°°KSIDE 94rBuilts no changes
6 74/
DR.
ao F
Cecilio Lucero
O
OAK VALLEY PKWY.

MORENO VALLEY 60 FRWY

VICINITY MAP
N.T.S.

ASSESSOR'S PARCEL
NUMBER:
413-790-020
OWNER/DEVELOPER:

MERITAGE HOMES OF CALIFORNIA
5 PETERS CANYON SUITE 310
IRVINE, CA 92606
(949) 299-3848 OFFICE
(310) 266-8715 MOBILE

CONTACT EFREM JOELSON
LINE B-4
LEGEND:

TRACT BOUNDARY

RIGHT-OF-WAY

STREET CENTERLINE

CURB & GUTTER

CATCH BASIN

PROPOSED STORM DRAIN

EXISTING STORM DRAIN

PROPOSED SEWER

PROPOSED DOMESTIC WATER
BEAUMONT AVE.

BEAUMONT
ABBREVIATIONS:

BC
BEG
BOP
CFS
C
D
DIP
EC
EDB
FL
FPS
GB
HGL
INF
INT
INV
JS
L
LAT
LF
MH
NO
PCC
PRC
PVC
RCP
SD
SWR
TOP
TR
WTR

BEGIN CURVE
BEGIN

BOTTOM OF PIPE

CUBIC FEET PER SECOND

CENTERLINE
CURVE

DEAD LOAD

DUCTILE IRON PIPE

END CURVE

EXTENDED DETENTION BASIN

FLOWLINE

FEET PER SECOND

GRADE BREAK

HYDRAULIC GRADE LINE

INFRASTRUCTURE

INTERSECTION
INVERT

JUNCTION STRUCTURE
LINE

LATERAL

LINEAR FEET

MANHOLE
NUMBER

PONT OF COMPOUND CURVE

POINT OF REVERSE CURVE

POLYVINYL CHLORIDE PIPE

REINFORCED CONCRETE PIPE
SLOPE

STORM DRAIN
SEWER

TOP OF PIPE
TRACT
WATER
a*
LEGAL DESCRIPTION: �� ♦�`
BEING A SUBDIVISION OF PARCEL "D" OF
LOT LINE ADJUSTMENT NO. 04-LLA-13,
RECORDED OCTOBER 19, 2004, AS
INSTRUMENT NO. 2004-0826803, OF

OFFICIAL RECORDS OF RIVERSIDE COUNTY,
L YRING WITH 36, T 2 S., R. 2 W., S.B.B.M
INDEX OF SHEETS:

SHEET NO.
1 2
3 4

DESCRIPTION

TITLE SHEET, INDEX MAP, LEGEND, NOTES & QUANTITIES
LINE B STA. 30+ 13.67 TO STA. 36+00.00, LATERALS B-7,
B-8, & B-10
LINE B STA. 36+00.00 TO STA. 45+50.25, LATERALS B-12,
B-13, & B-14
LINE B-4, LATERAL B-9, LATERAL B -9A, & LATERAL B -9B

DIAL TOLL FREE
8-1-1

AT LEAST TWO DAYS

BEFORE YOU DIG

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
BASIS OF BEARINGS:

DESCRIPTION:

THE BASIS OF COORDINATES FOR

THIS MAP IS THE CALIFORNIA STATE
PLANE COORDINATE SYSTEM, 1985,
ZONE 6, BASED LOCALLY ON
CONTROL STATIONS "REST" AND
"RABBIT".

BEAR/NG: N 2739'52" E
BENCHMARK:

DESCRIPTION: USGS MONUMENT "REST"

BENCHMARK DISK SET IN TOP OF
CONCRETE MONUMENT STAMPED "REST
1972" ON DESERT LAWN DRIVE ACROSS

THE DRIVE FROM DESERT LAWN
CEMETERY 25.5 FT N.E. OF THE DRIVE
CENTERLINE 24.9 FT. S. W OF THE S. W

EDGE OF THE SOUTH EASTBOUND LANES
OF INTERSTATE HIGHWAY 10
ELEV. 2491.44, NGVD 29
PECW
A
LINE B PROF. REDESIGN (Sc NEW G.B. SHT 3
Eo
2/22

PROACTIVE

ENGINEERING WEST

PROACTIVE ENGINEERING
CONSULTANTS WEST, INC.
25109 JEFFERSON AVE. SUITE 200
MURRIETA, CA 92562
951-200-6840
BY
MARK

DESCRIPTION
APPR.

DATE

ENGINEER

REVI S I ONS
CITY
02/28/22

GEORGE ALAN LENFESTEY ' DATE
R.C.E. 45920 EXP. 12-31-2022
DESIGN BY:

PEC
DRAWN BY:

PEC
CHECKED BY:

PEC
SCALE:

AS NOTED
DATE:
02/28/22
JOB NUMBER:

06.002.000

CITY OF BEAUMONT, CALIFORNIA
Reviewed By: Date:

Recommended for Approval By: Date:

STAFF ENGINEER
Approved By:

City of Beaumont, Public Works Department
Engineering Division
Date03/09/2022

STORM DRAIN IMPROVEMENT PLANS
TRACT NO. 31462-16

TITLE SHEET, INDEX MAP, LEGEND, NOTES &

QUANTITIES
FOR:

MERITAGE HOMES OF CALIFORNIA
SHEET
1 OF 4 SHEETS
DRAWING NAME:

FILE NO.:
3394A
DWG: N:\06.002.000\Drawings\PA-18\Drawings\Storm Drain Improvements\Tr. 31462-16\SD-SHT 01.dwg Feb 28, 2022 - 3:33pm
-o
0 a

Page 471 of 2226 ends

I
\
M
t
` .�
-
LIJ
W
CATCH BASIN 1 E
W=7; V=10'
Zr
OFFSET

1.17 RIM
vJ
41 `n
W
W
Q

EXISTING

SURFACE
coo
In
CO
o
AT
SD
ccS

PROPOSED

SURFACE
N6
CO
oo
' /2 SHAFT
AT
SD
+
'VTJL.J/ U!1/VLL/V
c CATCH BASIN 1
z
N
N-)
rn
V=8.56'

FSET LEFT
co
N

N
o'
c
p
ti

(..--I
JANZEN
co

PROPOSED

SURFACE
=
o
/
N
IIcc)
Co
z'
J
AT
SD
mss

06 zoo
k.
2N
N
2355
2330
m
Q
z
m^�
2330
2355
2355

o
4-
N
m
o
10+00.00 L
31+13.93 L
CATCH
W=14 ; V=
18' OFFSE
4o
c0
C'7
^
"
h
O
z
Il/
'
I
•
CO
O
S=0.0081
I
o+
N
o0
,
c
co
/\

PROPOSED
o
cL
0 cd

SURFACE
oo
Z
m
/
l _.
4/
J
AT
SD
-
.,'�
rn�
�,
N
o+
m
V
ed
N�
'012
.

O�
c�
Q.
.
_
N
rn�
V
cow
Q
�
Z O O
4/LO
a'
N
1 PROPOSED

SIIIFA(
IV
N
�O
Noo
/
H
G L
100
AT
SD
m
WSE=2347.19
/
1 L
N
/
2314.45
z
3 0
v
`�

2320
2345
2345
2345
2320

0 co
TOP
18"
SD
c ,
31+77.14
N
co�

EXISTING
°�
1'
Is-..

I1
0 02
W
�'
0 0
�i
o6
,
'n
N

SURFACE
2339.09
TOP 18" SD
)0.00 LAT B-
m
HGL
100
o
�i
4/0
i
i
NN
AT
SD
HGL
100LL,
WSE=2318.15
NI -o
�O�
g.

N
N
_
WS
E=2317.79
N
CO
/
0 /
Z
Cl_
_ LINE B-8
c
4/v
`
G�

~
2317.74 INV
W
c� r

LINE B-1
?335.40 IA
JS /1
0 0

LINE B -
?335.04
TL LV
02 INV
N
\
--I--
Ns
oo
Li
/
�?
O�
•
ao
12-I
N
cNi I
.�
N
`�
o

HYDRAULIC
DATA
II
/
z
ll
I d
,.,
0100=56.18
CFS
Li
+
/

VMyX-

1.84 FPS
O
N
N
�,
/
/
130
"'
2310
+
V
2335
2335
N
2335
�;;
2310
��',
z
rn�n'7 7
N
N
_ I'
10+03.50 BEG PIPE
.3.-:„....-_

HYDRAULIC
DATA

EXISTING

HYDRAULIC
DATA
HGL
100
_
o_

HYDRAULIC
DATA
—
Q10o=30.66
CFS
Qioo=71.74
CFS
2312.27

SURFACE
_
Q100=30.66
CFS

HYDRAULIC
DATA
o
W
cy
V MAX-
-22.34
FPS
�,
VMS=25.87
FPS
VMAX=10.03
FPS
-0.016
-
AT
SD
,._

Qioo=3.75
CFS
CO
24 BEG PIP
/
co
N

MOVE EXISTIA

ILKHEAD AND

STORM DRA
Q
��
co
V -15.71
MAX
FPS
o
cr
z
m
/

HYDRAULIC
DATA
o

CONSTRUCT
mIn
rn

HYDRAULIC
DATA
o
"�

54.00 LF
Q100
+
•
Q =4.82
CFS
N
VMAx=18.41
FPS
o
N
m

HYDRAULIC
DATA
VM
FPS
2310.65
z
24" RCP (2100-D) o
II
X=16.39
33+20.00
2332.52
Nj
Qioo=56.19
CFS
+
rn

WITH WATERTIGHT
h
o
''
+
V
-16.10 FPS
N
h

CONSTRUCT

21.66 LF
+
)+07.16 /
)NCRETE E
)IN EXISTIt
o

CONSTRUCT

98.51 LF
JOINTS

CONSTRUCT

14.97 LF

CONSTRUCT

17.32 LF
18"
RCP
1 MAx
tn

CONSTRUCT

99.11 LF
"� - 18"
��
LINE
B
(3000-D)
+
a
24"
RCP
(2400-D)
WITH
36" RCP (1600-D)
18" RCP
(3000-D)

RCP (3000-D)
I
rn
N

INCREASED

COATING
PER
1 PROFILE SCALE:WITH
CONSTRUCT 201.07
LF 36" RCP
LA
T
B-7
LA
T
B-8
LA
T
B-10

INCREASED COATING
RCP
NOTE
1 ON SHEET
1 (1800-D)
CONSTRUCT 120.48 LF

PER RCP
NOTE 1

ON SHEET
1 EXISTING SURFACE
HORIZ: 1"=40'
-
�,
-
36"
RCP 2300-D
(
AT SD

WITH INCREASED COATING
PER RCP NOTE 1
ON SHEET 1
VERT: 1"=4'
29+00 30+00
31+00 32+00 33+00 34+00
35+00
36+00 11+00 10+00 11+00 10+00
CONSTRUCTION NOTES:
0INSTALL 18" RCP (D -LOAD PER PROFILE)

LINE & CURVE DATA
8 O
24" RCP PER PROFILE)

BEARING/DELTA
RADIUS
LENGTH

TANGENT
LJ
W
20INSTALL (D -LOAD
CI
22°37'52"

90.00'

35.55'

18.01'
coo°
30 INSTALL 36" RCP (D -LOAD PER PROFILE)(J
C2
10'54'01''
306.00'

58.22'

29.20'
70 D
�� + N
co
W I
I
o
o
z
N z oo
—
-
O CONSTRUCT MANHOLE #4 PER R. C. F. C. & W.C.D. STD. DWG. NO. ` MH254
C3
85°00'00"

45.00'

66.76'

41.23'
8 5 ")
o \\ Wo 0, . co r---i
-' + II ' (II `fl N N
l
r, �� I
�� I l
,o
„
�L
I
I
,0 I
�9
I
m
Nn °;
in rn
N N
O
c
W
z v, .�
> Q II co
m _ in
m
I
02 ti
CONSTRUCT JUNCTION STRUCTURE /2 PER R.C.F. C. & W.C.D.

L 1
N39°30'1414/
-

19.05'
-
o
c
Z
�' \\ c) -' + o N `�'
4/ N N o-. c N
II II
�o I
N I
Z
�s
8 I
��
`So
�9
g
II p
�0
J coti0�)
o = cfl
v O
�"
Jo
l L2
© STD. DWG. NO. JS227
N80°40'02'W
-

20.82'
-
o
CAcDC)cT 0o N Ocp �n
N - = v a3 0 �,, I—
I
Q
I
cn m
h v F N
II
co
O
L
LATERAL B-11 CONSTRUCT CONCRETE COLLAR PER R.C.F. C. & W.C.D. STD. DWG.

O
, „
10+ 11.33 LAT "B-7"
4/'i `" m o ,� w z o W
a�5.

O7
°
r- -----
�' s

+ i v
o
PER ROUGH GRADING PLAN NO. M803
L3
4/36°39 20 E
-

76.21'
-
SD X—ING WTR
\\ cn = > z + z z
Z
PROP. 8" DIP WTR
o
Coo .,
No
d
+
I
# PW2021-0628 CONSTRUCT CURB INLET CATCH BASIN PER COUNTY OF 'E 238.52
rn ;
- N z m

o
o
>c
-4o

LO+09_86 R-1 l
L4
4/47°33 21
-
_
BOP 8" WTR = 2321.15
v, z m = rn v, �i I co
N PER TR. 31462-16 WTR PLAN
+
ti
W
.,
f
® RIVERSIDE STD. 4/0. 300. NOTE. LOCAL DEPRESSION PER TR.

TOP 18 SD = 2316.41
H ,�
z + o,
N m N o +
+
N
o
N
+
o
2 m o Z
co
Ni-
II
L
SD X-ING WTR 31462-16 STREET IMPROVEMENT PLANS
BOP 8" WTR 2353.41
L5
4/12'18'33"W
-

25.77'
m o O '�
` L
=
` t
\ m co z = "� Cc"— )
II L
�j
" 9O REMOVE EXISTING CONCRETE BULKHEAD
\��/,: TOP 18 SD = 2337.42
L6
4/4726 39'14/
-
117.58'
-
LATER4L B-7
m `�'
�
1 \
��
o

1.----
��'
I I
\
1 SEE PROFILE HEREON Q
1 ��- I
PROP. 8" PVC SWR
m m
L,
t
0, 6�z
'"s 1 11
1 LATERAL B-9 V I (
�� PER TR. 31462-16 SWR PLAN
O
"B-8"
1 - rte o SEE PROFILE CC LATERAL B -9A tP
o
m
N i---
10+05.14 LAT
• I
'
4/i —�

SD X-ING SWR
BOP 8" SWR = 2315.67
TOP 18" SD = 2314.45
II n -4 ON SHEET 4 SEE PROFILE
�i� \\ I '`':42: _'--,i, rn �c'�S, I I ON SHEET 4
II cn -o I \\\\
0 car o = °�', `?(5' I ,
II _ n I L� \ \
o o
O o
0 + m
+ o co
NI -
II (9
z
Q W
?
NNo
0 o
2 q W
LV
ti ca I
? ' I' I,I 0)
_
35+46.00 7 •A� `9cS`
IIIII I Q + 11 .Lq'
i ��
COCC rri
vJ 8 1\
6 >ca,�
A
cP-
•9
II �
N �: 6'
I s0
,'c rn
/

JUNCTION STRUCTURE DATA TABLE
�L
1 II ilirIII Pr
I NI

JUNCTION ID

MAIN LINE

LATERAL

STRUCTURE
A
B
C
a
D2
ELEV R

ELEV S-
MI
CHLINE - 36+00.00 �

TYPE MA
1 SHEET3 40' 0 40' 80' 120'
L_If\/LE' B
SEE
MH#1
L/NEB
LAT. B-7
MH4/0.4
57°
18"

4.5'
36"
36'
2314.86
2314.14 I
....
....

MH /1
LINE B
LAT. B-8
MH NO. 4
82°
18"

3.92'
36"
36"
2313.10
2313.09
SCALE: 1"=40'
MH /2
LINE B
LAT. B-9
MH NO. 4
45°
24"

5.42'
36"
36"
MH /3
LINE B
LAT. B-11
MH NO. 4
73°
24"

5.25'
24"
36"
2335.09
2335.04
JS #1
LINE B
LAT B-10
JS NO. 2
60'
18"

4.41'
36"
36"
2336.59
2335.40
BASIS OF BEARINGS:

DESCRIPTION:

THE BASIS OF COORDINATES FOR

THIS MAP IS THE CALIFORNIA STATE
PLANE COORDINATE SYSTEM, 1983,
ZONE 6, BASED LOCALLY ON
CONTROL STATIONS "REST" AND
„
BEARING: N 27°39 52 E
BENCHMARK:

DESCRIPTION: USGS MONUMENT "REST"

BENCHMARK DISK SET IN TOP OF
CONCRETE MONUMENT STAMPED "REST
1972 ON DESERT LAWN DRIVE ACROSS

THE DRIVE FROM DESERT LAWN

25.3 FT. N.E. OF THE DRIVE

24.9 FT. S.W. OF THE S.W.

EDGE OF THE SOUTH EASTBOUND LANES
OF INTERSTATE HIGHWAY 10
ELEV. 2491.44, NGVD 29
SEAL
DESIGN BY:

PEC
Reviewed By: Date:

CITY OF BEAUMONT, CALIFORNIA
SHEET
4 SHEETS
>?RoacTlvE ENGINEERING
CONSULTANTS WEST, INC.
25109 JEFFERSON A V E . SUITE 2 0 0
MURRIETU, CA 92562
95i-zoo-6aA0

UNDERGROUND
tkbi
! CEMETERY
d
�
'

SERVICE
ALERT
p
DIAL
AT
OF

TOLL FREE
8-1-1

LEAST TWO DAYS

BEFORE YOU DIG

SOUTHERN CALIFORNIA
�w�
w
QRpFESS/
PLAN ( rye
F ��
o
; No. 45920 r'l
Exp. 12/31/22
s\
q7 CIVIL
\\\ \
F F�
OF DO
2 m

STORM DRAIN IMPROVEMENT PLANS
TRACT NO. 31462-16
LINE B STA. 30+13.67 TO STA. 36+00.00, OF
LATERALS B — 7, B — 8, 8c B —10
DRAWN BY:

PEC

STAFF ENGINEER

Recommended for Approval By: Date:

CHECKED BY:

PEC

PROACTIVE
ENGINEExING
WEST
Approved By:

fJ Date03/09/2022"RABBIT". CENTERLINE
SCALE:

As NOTED
02/28/22

CITY ENGINE ER
DRAWING NAME:

DATE:
02/28/22
BY
MARK

DESCRIPTION
APPR.

DATE
of Beaumont, Public Works Department
City P
Engineering Division
FILE NO.:
3394A

ENGINEER

REVI S I ONS
CITY
JOB NUMBER:

06.002.000

GEORGE ALAN LENFESTEY DATE
R.C.E. 45920 EXP. 12-31-2022
FOR: MERITAGE HOMES OF CALIFORNIA
DWG: N:\06.002.000\Drawings\PA-18\Drawings\Storm Drain Improvements\Tr. 31462-16\SD-SHT 02 & 03.dwg Feb 28, 2022 — 3:33pm

Page 472 of 2226 ends

Beaumont City CouncilJuly 21, 2026

Beaumont City Council
July 21, 2026