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2023/03/01 FPG Sun Menifee 80, LLC The Subdivision Improvement AgreementCity of Menifee SUBDIVISION IMPROVEMENT AGREEMENT TRACT MAP NO. 36803 THIS SUBDIVISION IMPROVEMENT AGREEMENT (the "Agreement") is made and entered into this 27' day of ',W0A2Y , 20 by and between FPG Sun Menifee 80, LLC hereinafter referred to as "Subdivider," and the City of Menifee, a municipal corporation of the State of California, hereinafter referred to as "City." City and Subdivider may sometimes herein be referred to individually as a "party" and collectively as the "parties." RECITALS: A. Subdivider has prepared and submitted to City for final approval and recordation a final map or Tract map (the "Map") of a unit of land in the City of Menifee, County of Riverside, which unit of land is known as Tract No. 36803 (the "Tract") pursuant to the provisions of Section 66410, et seq. of the California Government Code (the "Subdivision Map Act"). The Subdivision Map Act and City ordinances and regulations relating to the filing, approval and recordation of subdivision maps are sometimes collectively referred to in this Agreement as the "Subdivision Laws." B. A tentative map of the Tract has been approved subject to the Subdivision Laws and to the requirements and conditions contained in Planning Commission Resolution No. 17-611(the "Resolution of Approval"). The Resolution of Approval is on file in the office of the City Clerk and is incorporated into this Agreement by reference. C. Prior to approval of the Map, Subdivider is required to install or agree to install certain public and private improvements (the "Improvements"). D. The Improvements have not been installed and accepted at this time. E. It is therefore necessary that Subdivider and City enter into an agreement for the installation of the Improvements as provided in Section 66462 of the Subdivision Map Act. In consideration of approval of a final map for the Tract 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 Tract. Subdivider has secured this Agreement by improvement security required by the Subdivision Laws and approved by the city. F. City will not issue any certificate of occupancy for any portion of the Project unless and until all Improvements are substantially constructed, unless otherwise approved by City Engineer/ PW Director. NOW, THEREFORE, it is agreed by and between the parties hereto as follows: 1.Improvement Plans. Prior to submittal of the Map for approval by the City Council, Subdivider shall furnish complete original improvement plans for the construction, installation and completion of the Improvements meeting the requirements of the City Engineer. The Improvement Plans for the Tract shall be maintained on file in the office of the City Engineer and shall be incorporated into this Agreement by reference. All references in this Agreement to the Improvement Plans shall include reference to any specifications for the Improvements as approved by the City Engineer. 2.Improvements. Subdivider shall construct the Improvements required to be constructed or agreed to be constructed under the Resolution of Approval and this Agreement as more specifically described in Exhibit "A." attached hereto and expressly made a part hereof by this reference and shall bear the full cost thereof. The methods, standards, specifications, sequence, and scheduling of construction shall be as approved by the City Engineer. 3.Improvement Security. Subdivider shall at all times guarantee Subdivider's performance of this Agreement by furnishing to City, and maintaining, good and sufficient security as required by the Subdivision Laws on forms and in the amounts approved by City for the purposes as follows: A. One class of security to be provided by Subdivider, hereinafter referred to as "performance security," shall assure the faithful performance of this Agreement including construction of the Improvements, payment of Subdivider's fair share of Improvements which have been or will be constructed by others ("Participatory Improvements"), and payment of plan check and permit fees. The performance security shall also include good and sufficient security in the amount of one hundred percent (100%) of the estimated cost of setting subdivision monuments as stated hereafter in this Agreement ("Monumentation Security"). A second class of security to be provided by Subdivider, hereinafter referred to as "payment security," shall assure the payment of the cost of labor, equipment and materials supplied to construct the Improvements. A third class of security to be provided by Subdivider, hereinafter referred to as "warranty security," shall serve as a guarantee and warranty of the Improvements for a period of one year following the completion and acceptance of the Improvements. Subdivider shall furnish performance and payment security prior to and as a condition precedent to City Council approval of the Map. Subdivider shall provide warranty security after Improvements are complete and accepted by the City Council and prior to or concurrently with the final release of performance security. Warranty security shall not be required for Monumentation or Participatory Improvements. However, the City may utilize Monumentation Security for performance of or payment for the work in accordance with the Subdivision Map Act. As part of the obligation secured by each of the performance security, payment security and warranty security, and in addition to the face amount of each such security, each such security shall include and assure the payment of costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by City in successfully enforcing the obligations thereby secured. B. Improvement security shall conform with Section 66499 of the California Government Code and may be one or more of the following: 1)A cash deposit with City or a responsible escrow agent or trust company, at City's option. 2)Surety bonds, of the form specified in subsection 66499.2 of the California Government Code, issued by a surety or sureties listed in the U.S. Department of Treasury Circular 570 (latest version). 2 3)Certificates of deposit, in City's name, from one or more financial institutions subject to regulation by the state or federal government and having a financial quality rating of "A" or better and a commitment reliability rating of "R-2" or better on the Investment Data Exchange (of the Los Angeles County Treasurer's office). 4)Irrevocable letters of credit, in a form acceptable to and approved by the City Attorney, issued by one or more financial institutions meeting the requirements of Paragraph (3), pledging that the funds necessary to carry out the completion of the Improvements are on deposit, guaranteed for payment, and constitute a trust fund which is not subject to levy or attachment by any creditor of the depositor until released by City. Letters of credit shall guarantee that all or any portion of the funds available pursuant to the letters of credit will be paid upon the written demand of City and that such written demand need not present documentation of any type as a condition of payment, including proof of loss. The duration of any such letter of credit shall be for a period of not less than one year from the execution of the agreement with which it is provided and shall state, on its face, that the letter of credit will be automatically renewed until such time that City authorizes its expiration. C. All securities shall be furnished in accordance with the provisions of Exhibit A. The amount of the performance security shall equal one hundred percent (100%) of the estimated cost of constructing the Improvements, including payment of plan check and permit fees, as estimated by the City Engineer or a duly authorized representative of the City Engineer. The amount of Payment security shall equal the amount of the amount of performance security, except as otherwise set forth in Exhibit A, and shall be furnished as a separate security. Warranty security shall equal Ten Percent (10%) of the amount of performance security except as otherwise set forth in Exhibit A. The securities required by this Agreement shall be kept on file with the City Clerk. The terms of the security documents specified in this Agreement are incorporated into this Agreement by this reference. If any security is replaced by another approved security, the replacement shall be filed with the City Clerk and, upon filing, shall be deemed to have been made a part of and incorporated into this Agreement. Upon filing of a replacement security with the City Clerk, the former security may be released. The City Engineer shall approve replacement of security. D. At the time of submittal of security, Subdivider shall pay to City administrative fees applicable to the form of security provided. Administrative fees shall apply to the subdivision (final map, Tract map or waiver of Tract map) rather than to individual security instruments. The fees shall be paid separately for each different form and/or source (surety or financial institution) of security initially submitted and for substitution of securities but shall not be required for submittal of warranty security if the warranty security is of the same form and from the same source as the performance security it replaces. Administrative fees for security shall be as follows: 1)For certificates of deposit, bonds and letters of credit as described in Paragraphs 2),3) and 4) of SECTION 3.6., which require the establishment of evidence of the reliability of the surety or financial institution, the administrative fee shall be One Hundred Fifty Dollars ($150.00). 2)For other forms of security listed in Section 3.13., above, there will be no administrative fee E. Security shall not expire, be reduced, or become wholly or partially invalid for any reason, including non- payment of premiums, modifications of this Agreement and/or expiration of the time for performance stated in this Agreement. F. Security shall be released in the following manner: 1)Performance security shall be released upon the final completion and acceptance or approval, by the City Council of the Improvements subject to the provisions of Section 10 of this Agreement. 2)The City Engineer may authorize a one-time 50% reduction of performance security as work progresses, upon application by Subdivider. In no event shall security be reduced below that required to guarantee the completion of the act or work or obligation secured, plus Ten Percent (10%). 3)lf City receives no notice of recorded claims of lien, labor and materials security shall be released in full 90 days after final acceptance and/or approval by the City Council, of the Improvements. If City receives notice of any recorded lien, the provisions of the Subdivision Map Act shall apply. 4)No security given for the guarantee or warranty of work shall be released until the expiration of the warranty period and until any claims filed during the warranty period have been settled. As provided in paragraph 13 of this Agreement, the warranty period shall not commence until final acceptance of all the work and improvements by the City pursuant to Paragraph 10. Warranty security not utilized during the warranty period shall be released one year after final acceptance or approval by the City Council of all Improvements. However, if at the end of the one-year warranty period, there are one or more outstanding requests by City for performance of work or provision of materials under the terms of the warranty, warranty security shall be retained until the outstanding requests are satisfied or until Subdivider has made other arrangements satisfactory to the City Engineer. 5)City may retain from any security released an amount sufficient to cover costs and reasonable expenses and fees, including reasonable attorneys' fees. 4.Permits Required. Prior to commencing any phase of work, Subdivider shall obtain all permits required for that phase of work and pay all required fees. Work performed under a permit or permits shall comply with all provisions of the required permits. S.Off-site Improvements. When the construction of one or more of the Improvements requires or necessitates the acquisition of real property not owned by Subdivider or City, Subdivider shall use its best efforts purchase such real property at a reasonable price. In the event that Subdivider is unsuccessful, despite its best efforts, to acquire such real property at a reasonable price, Subdivider may request in writing that City attempt to acquire such real property. City may, but is not required to, agree to attempt to acquire such real property on behalf of Subdivider. If City so agrees, City and Subdivider shall enter a separate written agreement in a form acceptable to the City Attorney. Said separate agreement shall provide that Subdivider advance to City funds in an amount approved by the City to acquire the real property. Any unexpended portion of said advance shall be refunded to Subdivider. In no event shall the failure of Subdivider or City to acquire such real property excuse, waive, or otherwise terminate Subdivider's obligation to construct the applicable improvement pursuant to this Agreement or the Conditions of Approval. 4 6.Completion of Improvements; Inspection. 6.1 Construction of Improvements. Subdivider shall begin construction of the Improvements within ninety (90) days and shall complete construction within twelve (12) months after the approval of this Agreement. Portions of the Improvements may be completed at a later date, as determined by the City Engineer or as set forth in Exhibit A. Failure by Subdivider to begin or complete construction of the Improvements within the specified time periods shall constitute cause for City, in its sole discretion and when it deems necessary, to declare Subdivider in default of this agreement, to revise improvement security requirements as necessary to ensure completion of the improvements, and/or to require modifications in the standards or sequencing of the Improvements in response to changes in standards or conditions affecting or affected by the Improvements. Said failure shall not otherwise affect the validity of this agreement or Subdivider's obligations hereunder. The City may use the Securities to construct the improvements or portions thereof at the City's sole discretion. 6.2 Inspection. Subdivider shall at all times maintain proper facilities and safe access for inspection of the public improvements by City and to the shops wherein any work is in preparation. Upon completion of the work, the Subdivider may request a final inspection by the City Engineer or the City Engineer's authorized representative. If the City Engineer or the designated representative determines that the work has been completed in accordance with this Agreement, then the City Engineer shall certify the completion of the public improvements to the City Council. No improvements shall be finally accepted unless all aspects of the work have been inspected and determined to have been completed in accordance with the Improvement Plans and City standards and accepted by the City as described in Paragraph 10 of this Agreement. Subdivider shall bear all costs of plan check, inspection, and certification. 7. Force Maieure. In the event that Subdivider is unable to perform within the time limits herein due to strikes, act of God, or other events beyond Subdivider's control, the time limits for obligations affected by such events will be extended by the period of such events. 8. Time Extension. Subdivider may make application in writing to the City Council for an extension of time for completion of the Improvements. The City Council, in its sole and absolute discretion, may approve or deny the request or conditionally approve the extension with additions or revisions to the terms and conditions of this Agreement. As a condition of the time extension, Subdivider shall furnish securities, similar in form and substance to those required in SECTION 3 hereinabove, to cover the period of extension. The value of the securities shall be sufficient to ensure the performance of and payment for Improvements that remain incomplete at the time of the extension, and to provide warranty security on completed Improvements, as determined by the City Engineer. 9. Survey Monuments. Before final acceptance of street improvements, Subdivider shall place survey monuments in accordance with the provisions of Sections 66495, et sec. of the Subdivision Map Act and of the Menifee Municipal Code. Subdivider shall provide the City Engineer written proof that the monuments have been set, evidence of payment and receipt thereof by the engineer or surveyor setting the monuments, and intersection monument tie -outs for monuments set in public streets. 5 10. Final Acceptance of Improvements/Notice of Completion. At the completion of construction, and prior to the filing of the Notice of Completion by City, Subdivider shall submit a request for final approval by City. The request shall be accompanied by any required certifications from Subdivider's engineers or surveyors, approval letters from other agencies having jurisdiction over and approval authority for improvements required by this Agreement or the Conditions of Approval, and any required construction quality documentation not previously submitted. Upon receipt of said request, the City Engineer or a duly authorized representative will review the required documentation and will inspect the Improvements. If the Improvements are determined to be in accordance with applicable City standards and specifications, and as provided herein, obligations required by the Conditions set forth in the Resolution of Approval and this Agreement have been satisfied, and Subdivider has provided revised plans as required in Paragraph 12, hereinafter, the City Engineer shall recommend acceptance of the Improvements by the City Council. 11. Iniury to Improvements. Until such time as the Public Improvements are accepted by City in accordance with Paragraph 10, Subdivider shall be responsible for and bear the risk of loss to any of the improvements constructed or installed. Until such time as all Improvements required by this Agreement are fully completed and accepted by City, Subdivider will be responsible for the care, maintenance of, and any damage to such improvements. City shall not, nor shall any officer or employee thereof, be liable or responsible for any accident, loss or damage, regardless of cause, happening or occurring to the work or improvements specified in this Agreement prior to the completion and acceptance of the work or improvements. All such risks shall be the responsibility of and are hereby assumed by Subdivider. 12. Revisions to Plans. When the Improvements have been inspected and approved by the City Engineer, Subdivider shall make any necessary revisions to the original plans held by City so the plans depict the actual Improvements constructed. When necessary, revisions have been made, each separate sheet of the plans shall be clearly marked with the words "As -Built," "As -Constructed," or "Record Drawing," the marking shall be stamped by an engineer or surveyor, as appropriate for the improvements thereon, who is licensed to practice in California, and the plans shall be resubmitted to the City Engineer. 13. Improvement Warranty. Subdivider hereby guarantees the Improvements to City for a period of one (1) year, beginning on the date of final acceptance of the Improvements by the City Council, against any defective work or labor done, or defective materials furnished, and shall repair or replace such defective work or materials. If within the warranty period any work or improvement or part of any work or improvement done, 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 improvement plans and specifications referred to herein, Subdivider shall without delay and without any cost to City, repair or replace or reconstruct any defective or otherwise unsatisfactory part or parts of the work or structure. Should Subdivider fail to act promptly or in accordance with this requirement, Subdivider hereby authorizes City, at City's sole option, to perform the work twenty (20) days after mailing written notice of default to Subdivider and to Subdivider's Surety, and agrees to pay the cost of such work by City. Should City determine that an urgency requires repairs or replacements to be made before Subdivider can be notified, City may, in its sole discretion, make the necessary repairs or replacement or perform the necessary work and Subdivider shall pay to City the cost of such repairs. 6 14. Release of Security. City shall retain and release securities in accordance with the provisions of Section 3 of this agreement. Prior to the release of payment security, the City Engineer may require Subdivider to provide a title report or other evidence sufficient to show claims of lien, if any, that may affect the amount of payment security released. 15. City Right to Cure. If Subdivider fails to perform any obligation hereunder and such obligation has not been performed, or commenced and diligently pursued, within sixty (60) days after written notice of default from City, then City may perform the obligation, and Subdivider shall pay the entire cost of such performance by City including costs of suit and reasonable attorney's fees incurred by City in enforcing such obligation. In cases of emergency or compelling public interest, as determined by the City Engineer, the requirement for written notice of default and/or the passage of sixty (60) days shall be deemed waived and all other provisions of this Article shall remain in effect. 16. Injury to Public Improvements, Public Property or Public Utility Facilities Subdivider shall replace or have replaced, or repair or have repaired, as the case may be, all public improvements, public utilities facilities and surveying or subdivision monuments which are destroyed or damaged as a result of any work performed under this Agreement. Subdivider shall bear the entire cost of replacement or repairs of any and all public or public 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 City or any public or private utility corporation or by any combination of such owners. Any repair or replacement shall be to the satisfaction, and subject to the approval, of the City Engineer. 17. Indemnification. a. Neither City nor any and all of its officials, employees and agents ("Indemnified Parties") shall be liable for any injury to persons or property occasioned by reason of the acts or omissions of Subdivider, its agents or employees in the performance of this Agreement. Subdivider further agrees to protect and hold harmless Indemnified Parties form any and all claims, demands, causes of action, liability or loss of any sort, including, but not limited to, attorney fees and litigation expenses, because of, or arising out of, acts or omissions of Subdivider, its agents or employees in the performance of this Agreement, including all claims, demands, causes of action, liability, or loss because of, or arising out of, in whole or in part, the design of construction of the Improvements. This indemnification and agreement to hold harmless shall extend to injuries to persons and damages or taking of property resulting from the design or construction of said subdivision, and the public improvements as provided herein, and in addition, to adjacent property owners as a consequence of the diversion of waters from the design or construction of public drainage systems, streets and other public improvements. b. Acceptance by City of the Public Improvements shall not constitute an assumption by City of any responsibility for any damage or taking covered by this paragraph. City shall not be responsible for the design or construction of the subdivision or the improvements pursuant to the approved Improvement Plans or map, regardless of any negligent action or inaction taken by City in approving the plans or map, unless the particular improvement design was specifically required by City over written objection by Subdivider submitted to the City Engineer before approval of the particular improvement design, which objection indicated that the particular improvement design was dangerous or defective and suggested an alternative safe and feasible design. Except as may be 7 provided above, City shall not be liable for any negligence, nonfeasance, misfeasance or malfeasance in approving, reviewing, checking, or correcting any plans or specifications or in approving, reviewing or inspecting any work or construction. Nothing contained in this paragraph is intended to or shall be deemed to limit or waive any protections or immunities afforded by law to City or any and all of its officials, employees and agents ("Indemnified Parties"), by virtue of city's approval of the plan or design of the Improvements, including without limitation the protections and immunities afforded by Government Code Section 830.6. The Improvement Security shall not be required to cover the provisions of this paragraph. 18. Insurance. 18.1 Types; Amounts. Developer shall procure and maintain, and shall require its contractors to procure and maintain, during performance of this Agreement, insurance of the types and in the amounts described below ("Required Insurance"). If any of the Required Insurance contains a general aggregate limit, such insurance shall apply separately to this Agreement or be no less than two times the specified occurrence limit. 18.1.1 General Liability. Occurrence form general liability insurance at least as broad as Insurance Services Office Form CG 00 01, or equivalent form, with an occurrence limit of Two Million Dollars ($2,000,000) and aggregate limit of Four Million Dollars ($4,000,000) for bodily injury, personal injury, and property damage. 18.1.2 Business Automobile Liability. Business automobile liability insurance at least as broad as Insurance Services Office Form CA 00 01 (coverage symbol 1 - any auto), or equivalent form, with a combined single limit of not less than One Million Dollars ($1,000,000) per occurrence. Such insurance shall include coverage for the ownership, operation, maintenance, use, loading, or unloading of any auto owned, leased, hired, or borrowed by the insured or for which the insured is responsible. 18.1.3 Workers' Compensation. Workers' compensation insurance with limits as required by the Labor Code of the State of California and employers' liability insurance with limits of not less than One Million Dollars ($1,000,000) per occurrence, at all times during which insured retains employees. 18.1.4 Professional Liability. For any consultant or other professional who will engineer or design the improvements, liability insurance for errors and omissions with limits not less than Two Million Dollars ($2,000,000) per occurrence, shall be procured and maintained for a period of five (5) years following completion of the improvements. Such insurance shall be endorsed to include contractual liability. 18.2 Deductibles. Any deductibles or self -insured retentions must be declared to and approved by the CITY. At the option of the CITY, either: (a) the insurer shall reduce or eliminate such deductibles or self -insured retentions as respects the CITY, its elected officials, officers, employees, agents, and volunteers; or (b) Developer and its contractors shall provide a financial guarantee satisfactory to the CITY guaranteeing payment of losses and related investigation costs, claims, and administrative and defense expenses. 18.3 Additional Insured; Separation of Insureds. The Required Insurance, except for the professional liability and workers' compensation insurance, shall name the CITY, their elected officials, officers, employees, and agents as additional insureds with respect to work performed by or on behalf of t3 Developer or its contractors, including any materials, parts, or equipment furnished in connection therewith. General liability coverage can be provided in the form of an endorsement to the Developer's insurance at least as broad as one of the following ISO ongoing operations Forms: CG 20 10 or CG 20 26 or CG 20 33 (not allowed from subcontractors), or CG 20 38; and one of the following ISO completed operations Forms: CG 20 37, 2039 (not allowed from subcontractors), or CG 20 40. The Required Insurance shall contain standard separation of insureds provisions and shall contain no special limitations on the scope of its protection to the CITY, their elected officials, officers, employees, or agents. 18.4 Subcontractors. Developer shall require and verify that all subcontractors maintain insurance meeting all the requirements stated herein, and Developer shall ensure that the CITY is an additional insured on insurance required from subcontractors. For CGL coverage subcontractors shall provide coverage with a form at least as broad as CG 20 38 04 13. 18.5 Primary Insurance; Waiver of Subrogation. The Required Insurance, except for the professional liability and workers' compensation insurance shall be primary with respect to any insurance or self- insurance programs covering the CITY, their elected officials, officers, employees, or agents. The Required Insurance, except for the professional liability insurance, shall provide that the insurance company waives all right of recovery by way of subrogation against the CITY in connection with any damage or harm covered by such policy. Developer agrees to obtain any endorsement that may be necessary to affect this waiver of subrogation, but this provision applies regardless of whether or not the CITY has received a waiver of subrogation endorsement from the insurer. However, the Workers' Compensation policy shall be endorsed with a waiver of subrogation in favor of the CITY for all work performed by the Developer, its employees, agents and subcontractors. 18.6 Certificates; Verification. Developer and its contractors shall furnish the CITY with original certificates of insurance and endorsements effecting coverage for the Required Insurance. The certificates and endorsements for each insurance policy shall be signed by a person authorized by that insurer to bind coverage on its behalf. All certificates and endorsements must be received and approved by the CITY before work pursuant to this Agreement can begin. the CITY reserves the right to require complete, certified copies of all required insurance policies, at any time. 18.7 Term; Cancellation Notice. Developer and its contractors shall maintain the Required Insurance for the term of this Agreement and shall replace any certificate, policy, or endorsement which will expire prior to that date. All policies shall be endorsed to provide that the Required Insurance shall not be suspended, voided, reduced, canceled, or allowed to expire except on thirty (30) days' prior written notice to THE CITY. If such notice of cancellation endorsements are unavailable, Developer shall provide such thirty (30) days' written notice of cancellation. 18.8 Insurer Rating. Unless approved in writing by the CITY, all Required Insurance shall be placed with insurers licensed to do business in the State of California and with a current A.M. Best rating of at least "A" and FSC-VIII. 18.9 If the Developer maintains broader coverage and/or higher limits than the minimums shown above for all policies, the CITY requires and shall be entitled to the broader coverage and/or higher limits maintained by the Developer. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the CITY. jj 19. No Modification of Conditions. This Agreement shall in no respect act to modify or amend any provision of the Conditions of Approval. In the event that any requirement or condition of this Agreement is inconsistent with or fails to include one or more provisions of the Conditions of Approval, which document(s) is (are) incorporated herein by reference, the provisions in the Conditions of Approval shall remain in effect and shall control. 20. Severability. In the event that a court of competent jurisdiction determines that any provision or provisions of this Agreement are unenforceable, all provisions not so held shall remain in full force and effect. 21. Subdivider No Agent of City. Neither Subdivider nor any of Subdivider's agents, 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. 22. General Provisions. A. All notices pursuant to this Agreement shall be in writing and shall be personally delivered or sent by registered or certified mail, return receipt requested, to the parties at their respective addresses indicated hereon. Notices personally delivered shall be effective upon delivery. Notices mailed as provided herein and sent postage prepaid shall be effective upon the date of delivery or refusal indicated on the return receipt. Either party may change its address for notices hereunder by notice to the other given in the manner provided in this subparagraph. B. The terms, conditions, covenants, and agreements set forth herein shall apply to and bind the heirs, executors, administrators, assigns, and successors of the parties hereto. C. Neither party to this Agreement relies upon any warranty or representation not contained in this Agreement. D. This Agreement shall be governed by and interpreted with respect to the laws of the State of California. E. In the event of any dispute between the parties with respect to this Agreement, the prevailing party shall be entitled to prompt payment of its reasonable attorneys' fees from the non -prevailing party. F. Any failure or delay by either party in asserting any of its rights and remedies as to any default shall not operate as a waiver of any default or of any such rights or remedies provided for hereunder. G. Time is of the essence in the performance of each and every provision of this Agreement. H. The Recitals to this Agreement are hereby incorporated into and expressly made a part of the terms of this Agreement. 10 I. This Agreement constitutes the entire agreement of the parties with respect to the subject matter. All modifications, amendments, or waivers of the terms of this Agreement must be in writing and signed by the appropriate representatives of the parties. IN WITNESS WHEREOF, the parties hereto have executed this Agreement as of the day and year first written above. CITY: City of Menifee 29844 Huan Rd Menifee, CA 92586 (951)672-6777 I 'bi2o23 Armando Villa, ity Lager Date ATTEST: 1 City Cle k FPG Sun Menifee 80, LLC 27271 Las Rambles Suite 100 Mission Viejo, CA 92691 By: ie///, / ) 12- William Raff6ul Date Title: Authorized Representative By: Date Title: Reviewed and Approved: 11 City Engineer Appr a to Form: City Attorney Date !h�Z02� Date 12 MICHIGAN NOTARY ACKNOWLEDGMENT �I fA'ltQ k ILOL'I CTA" COUNTY OF Acknowledged before me in 0k(L 41b County, Michigan, on 1127I Z°13 (the date), by(name of signatory). Notary Public Signature Print &S S Title ( ILLS-1reS --�6-?C fiQAM MNa\j4()f:2 My commission expires: bq �Z /200- Acting in the County of 6441•40 T n�omss'I�/`u NotAry Puhkc a Mkiflsn o.kWM County EX*" 04127no27 Adtnp n ttw County of OA�-r�rs. (Seal) 6 Page 1 of 1 ,4c R CERTIFICATE OF LIABILITY INSURANCE DATE IMMIDDIYYYYI 5/28/2023 1 / 19/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the pollcy(les) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsements . PRODUCER Lockton Insurance Brokers,LLC CONTACT NAME: CA License #OF15767 P.NONE FAX 777 S. Figueroa Street, 52nd fl, PIL III. -II - eruc, NoL Los Angeles CA 90017 ADORE88: 213-689-0065 1 INSURER($) AFFORDING COVERAGE NAIC N INSURED FPG Sun Menifee 80 LLC 1516384 Woodbridge Pacific Group LLC 27271 Las Ramblas Suite 100 Mission Viejo, CA 92691 INSURER A: Texas Insurance C,QMpanV INSURER B : Capitol Specialty Insurance Corporation INSURER C: Navigators Specialty Insurance Company INSURER D : Ohio Security Insurance Company INSURER E: Insurance Company of the West 16543 _ 10328 24082 27847 l I INSURER F• I I COVERAGES WOOPA01 CERTIFICATE NUMBER: 19256994 REVISION NUMBER: XXXXXXX THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR ADOt SUOR POLICY EFF POLICY EXP _I TR_ _ TYPE OF INSURANCE ten-"1i/.^. POLICY NUMBER pd1AID DIYY YYn _0 M, 00fVY YV LIMITS COMMERCIAL GENERAL LIABILITY A � Y Y TI22PWUP-01485-01 3/7/2022 3/7/2025 EACH OCCURRENCE $ $2,000 ,000 CLAIMS MADE OCCUR OAVAGE TO RENTED PREMISES (Ea occ-pmol. $Excluded X_ Dc&jctii11e-$50_00O ME_O_EXP(Anyone Person $ Excluded PERSONAL &ADVINJURY $ $1.000.000 GENERAL AGGREGATE GEN'L AGGREGATE LIMIT APPLIES PER: $2r0002000 X POLICY PRO- � JECT LOC _ PRODUCTS - COMP/OP AGG _$ $ $2,000.000 OTHER $ D AUTOMOBILE --- LIABILITY N N BAS61283137 6/5/2022 6/5/2023 OMBINED SINGLE LIMI I (Enacddont) $ 1,000,000 X_ ANY AUTO BODILY INJURY (Par person) $ XXXXXXX OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY (Peraccident ) $ XXXXXXX HIRED NON -OWNED AUTOS ONLY AUTOS ONLY _ PRWff Y DAMAGE (par OCddani) $ XXXXXXX $XXXXXXX B UMBRELLA LIAR X OCCUR N N CX20220067-01 3/7/2022 3/7/2025 EACH OCCURRENCE $ $5,000,000 )( EXCESS LIAB CLAIMS -MADE AGGREGATE $ $5-000.000 DED RETENTION $ Prod/ Comp. Agg $ $5.600.600 E WORKERS COMPENSATION AND EMPLOYERS' LIABILITY N WVE50484970 5/28/2022 5/28/2023 H- X. STATUTE_ YIN ANY PROPRIETORIPARTNERIEXECUTIVE OFFICERIMEMBER EXCLUDED? � NIA _ _ _ER E.L. EACH ACCIDENT - - — - $ 1,000,OQQ (Mandatory In NH) E L. DISEASE - EA EMPLOYEE $ 1,000,000 If yes, describe under DESCRIPTION OF OPERATIONS below E L DISEASE - POLICY LIMIT $ 1,000.000 C 2nd Layer Excess N N LA22FXSZ09E5W1C 3/7/2022 3/7/2025 Each Occ./Agg - $3,000,000 00 IPTION DESCRDESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, Additional Remark@ Schedule, may be attached If more apace Is required) CERnT ,IcxTE SUppl SliopS AU. PREVIOUSLY ISSUED CERTIRCATES FOR THIS HOLDER, APPLICABLE TO n it CARRiEtts LISTED AND THE POLICY TERMS) RITURENCED Rl: Project. Mcnifec 80. City of Menifec and its mayor, council, officers, agents, employees, and designated volunteers are Additional Insured(s) as per the attached endorsement or policy language. Insurance provided to Additional Insured(s) is primary and non-contributory as per the attached endorsements or policy language. Waiver of subrogation applies as per the attached endorsements or policy language, where allowed by low. 19266994 City of Menifee Engineering Department 29844 Haun Road Menifee, CA 92586 a.�+na.e1_Ira I1UN ace AL(acnmenls SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED ©1A88-20191ACO$2D CORPORATION All rinhla mnarvart ACORD 25 (2016103) The ACORD name and logo are registered marks of ACORD Attachment Code: D568466 Master ID: 1516384, Certificate ID. 19256994 Named Insured:FPG Sun Menifee 80 LLC LOO(TOM' City of Menifee Engineering Department 29844 Haun Road Menifee„ CA 92586 To whom it may concern: In our continuing effort to provide timely certificate delivery, Lockton Companies is transitioning to paperless detiveryof Certificates of Insurance, thus this is your final hard -copy delivery. To ensure electronic delivery for future renewals of this certificate, we need your email address. Please contact us via one of the methods below, referencing Certificate ID 19256994 Email: LACertseDelivery@lockton.com Phone: (213) 334- 4669 If you received this certificate through an internet link where the current certificate is viewable, we have your email and no further action is needed. In the event your mailing address has changed, will change in the future, or you no longer require this certificate, please let us know using one of the methods above. The above inbox and phone number is for automating electronic delivery of certificates only. Please do NOT send future certificate requests to this inbox or contact the phone number below with email updates. Thank you for your cooperation and willingness in reducing our environmental footprint. Lockton Companies Lockton Companies 777 South Figueroa Street Los Angeles, CA 90017 Attachment Code: D604153 Certificate ID: 19256994 COMMERCIAL GENERAL LIABILITY ASG 09 16 05 21 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIMARY AND NONCONTRIBUTORY WRAP-UP This endorsement modifies insurance provided under the following COMMERCIAL GENERAL LIABILITY COVERAGE PART The following is added to the Other Insurance Condition and supersedes any provision to the contrary: Primary And Noncontributory Insurance This insurance is primary to and will not seek contribution from any other insurance available to a Named Insured under this Policy. This insurance will also be primary to and will not seek contribution from any other insurance available to an additional insured under your policy provided that: (1) The additional insured is a Named Insured under such other insurance; and (2) You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to the additional insured. ASG 09 16 05 21 Includes copyrighted material of Insurance Services Office, Inc,, Page 1 of 1 with its permission. Attachment Code: D604153 Certificate ID: 19256994 COMMERCIAL GENERAL LIABILITY CG24531219 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US (WAIVER OF SUBROGATION) AUTOMATIC This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART ELECTRONIC DATA LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART POLLUTION LIABILITY COVERAGE PART DESIGNATED SITES POLLUTION LIABILITY LIMITED COVERAGE PART DESIGNATED SITES PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART RAILROAD PROTECTIVE LIABILITY COVERAGE PART UNDERGROUND STORAGE TANK POLICY DESIGNATED TANKS The following is added to Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us of Section IV —Conditions: We waive any right of recovery against any person or organization, because of any payment we make under this Coverage Part, to whom the insured has waived its right of recovery in a written contract or agreement. Such waiver by us applies only to the extent that the insured has waived its right of recovery against such person or organization prior to loss. CG 24 53 12 19 0 Insurance Services Office, Inc., 2018 Page 1 of 1 Attachment Code: D604153 Certificate fD: 19256994 POLICY NUMBER: TI21 PWUP-01240-01 COMMERCIAL GENERAL LIABILITY CG20101219 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organization(s) Those persons or organizations for whom you are obligated to provide additional insured status by a written contract executed prior to any occurrence giving rise to a claim or "suit'. Of Covered Operations Please refer to the map of designated project site endorsement for the project located at 36485 Jana Lane, Wildomar, CA 92595 Information required to complete this Schedule, if not shown above, will be shown in the Declarations. II A. Section II — Who Is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by: 1. Your acts or omissions; or 2. The acts or omissions of those acting on your behalf; in the performance of your ongoing operations for the additional insured(s) at the location(s) designated above. However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. B. With respect to the insurance afforded to these additional insureds, the following additional exclusions apply: This insurance does not apply to "bodily injury" or "property damage" occurring after: 1. All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or 2. That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. CG 20 10 12 19 0 Insurance Services Office, Inc., 2018 Page 1 of 2 Attachment Code: D604153 Certificate ID: 19256994 POLICY NUMBER: T121PWUP-01240-01 COMMERCIAL GENERAL LIABILITY CG 20 10 12 19 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. C. With respect to the insurance afforded to these additional insureds, the following is added to Section III — Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; or 2. Available under the applicable limits of insurance; whichever is less. This endorsement shall not increase the applicable limits of insurance. CG 20 10 1219 0 Insurance Services Office, Inc., 2018 Page 2 of 2 Attachment Code: D604153 Certificate ID: 19256994 POLICY NUMBER: T121 PWUP-01 240-01 COMMERCIAL GENERAL LIABILITY CG 20 37 12 19 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS COMPLETED OPERATIONS This endorsement modifies insurance provided under the following COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART Name Of Additional Insured Person(s) Or Organization(s) Those persons or organizations for whom you are obligated to provide additional insured status by a written contract executed prior to any occurrence giving rise to a claim or "suit'. SCHEDULE Location And Description Of Please refer to the map of designated project site endorsement for the project located at 36485 Jana Lane, Wildomar, CA 92595 Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A. Section II — Who Is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury" or "property damage" caused, in whole or in part, by "your work" at the location designated and described in the Schedule of this endorsement performed for that additional insured and included in the "products - completed operations hazard". However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. ons B. With respect to the insurance afforded to these additional insureds, the following is added to Section III — Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; or 2. Available under the applicable limits of insurance; whichever is less. This endorsement shall not increase the applicable limits of insurance. CG 20 37 12 19 0 Insurance Services Office, Inc., 2018 Page 1 of 2 Attachment Code: D604153 Certificate ID: 19256994 POLICY NUMBER: T121PWUP-01240-01 COMMERCIAL GENERAL LIABILITY CG 20 37 12 19 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CG 20 3712 19 0 Insurance Services Office, Inc., 2018 Page 2 of 2 Attachment Code: D604153 Certificate ID: 19256994 POLICY NUMBER: T121PWUP-01240-01 COMMERCIAL GENERAL LIABILITY CG 2012 12 19 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - STATE OR GOVERNMENTAL AGENCY OR SUBDIVISION OR POLITICAL SUBDIVISION PERMITS OR AUTHORIZATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE State Or Governmental Agency Or Subdivision Or Political Subdivision: Those persons or organizations for whom you are obligated to provide additional insured status by a written contract executed prior to any occurrence giving rise to a claim or "suit'. Information dole. if not shown ab A. Section II — Who Is An Insured is amended to include as an additional insured any state or governmental agency or subdivision or political subdivision shown in the Schedule, subject to the following provisions: 1. This insurance applies only with respect to operations performed by you or on your behalf for which the state or governmental agency or subdivision or political subdivision has issued a permit or authorization. However: a. The insurance afforded to such additional insured only applies to the extent permitted by law; and b.If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. 2. This insurance does not apply to: a. 'Bodily injury", "property damage" or "personal and advertising injury" arising out of operations performed for the federal government, state or municipality; or b. 'Bodily injury" or "property damage" included within the "products -completed operations hazard". B. With respect to the insurance afforded to these additional insureds, the following is added to Section III — Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; or 2. Available under the applicable limits of insurance; whichever is less. This endorsement shall not increase the applicable limits of insurance. CG 20 12 12 19 0 Insurance Services Office, Inc., 2018 Page 1 of 1 EXHIBIT "A" Improvement Construction Cost Estimates CITY OF MENIFEE ENGINEERING DEPARTMENT CONSTRUCTION COST WORKSHEET OFFSITE EVANS ROAD (STREET&SD) PARCEL MAP OR TRACT MAP NO. 36803 DATE: IP: APPROVED COST ESTIMATE 9/28/22 E.S. 7/20/2022 IP21-013SSD FAITHFUL PERFORMANCE MATERIAL & LABOR SECURITY SECURITY (100% of Estimated (**50% of Estimated IMPROVEMENTS Construction Costs) Construction Costs) Street/Drainage $ 1,540,231.69 *Flood Control $ 0.00 Dom Wtr EMWD $ 0.00 Rec Wtr EMWD $ 0.00 Sewer EMWD $ 0.00 Total 1,540,231.69 Warranty Retention (10%) $ 1,540,000.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 1,540,000.00 $ 154,000.00 $ 770,000.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 770,000.00 DESIGN ENGINEER'S CALCULATION OF IMPROVEMENT BONDING COSTS Construction items and their quantities, as shown on the attached sheets, are accurate for the improvements required to construct the above project and the mathmatical extensions, using City's unit costs, are accurate for determining bonding costs Above amounts o do • do not include additional 20% for recordation prior to having signed plans (Ordinance460, Section 10.3E) ESS/py� o a Q 08/29/22 Signat re Date t �v, A NO. 80614 RICHARD D REAVES Name Typed or printed 80614 03/31/23 RCE# Exp. Date f CIVIL Q \ql` OF CPL Civil Engineer's Stamp *Flood Control Construction Cost Estimate to be provided by Flood Control District. Provide a copy of Flood Control District letter stating cost estmate. — PLEASE READ INSTRUCTIONS BELOW *** 1. Quantities are to be taken from the Improvement Plans. Unit cost are to be as provided on "City of Menifee Improvement Requirement Worksheet." 2. Show Performance Bond Amounts to the nearest $500.00. Material and Labor Bond Amounts are 50% of Performance Bond Amountss. **100% for Flood Control items. 3. For Construction items not covered by "The City of Menifee Improvement Requirements Worksheet", Design Engineer is to provide his opinion of construction cost and use that cost. If City of Menifee 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. ENG/PW City of Menifee 08/30/2022 RECEIVED CITY OF MENIFEE ENGINEERING DEPARTMENT IMPROVEMENT REQUIREMENT WORKSHEET STREET AND DRAINAGE IMPROVEMENTS ITEM QUANTITY UNIT UNIT COST AMOUNT ROADWAY SECTION 1 Area = Excavation) 1. Projects with Grading Plan for Roadway Area x 0.50' (hinge point to hinge point) 61,853 S.F. $ 773,162.50 30,927 C.Y. $ 25.00 2. Projects without a Grading Plan Cut (c) = Road area and side slopes to daylight Fill (f) = - C.Y. $ 0.40 $ 0.00 C.Y. 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 (a.) Excavate and Fill b.) Excavate and Export _ (c.) Import and Fill C.Y. - C.Y. $ 1.10 $ 0.00 - C.Y. $ 2.80 $ 0.00 Asphalt Concrete (144 Ibs/cu.ft) Thickness in Feet (0.33' min.) = 2,227 0.5 TON $ 90.00 $ 200,403.72 Agg Base Class II Thickness in Feet = 2,864 1.25 C.Y. $ 50.00 $ 143,178.24 Asphalt Emulsion (Fog Seal/Paint Binder) Sawcut Exist. A.C. Pavement 2.3 985 Ton L.F. $ 600.00 $ 1.00 $ 1,374.51 $ 985.00 Grinding A.C. , in place 526 S.Y. $ 0.60 $ 315.60 Remove A.C. Pavement 2,945 S.Y. $ 8.00 $ 23,560.00 Remove A.C. Dike 1,183 L.F. $ 3.00 $ 3,549.00 AC overlay (min. 0.10') 4,735 S.F. $ 0.90 $ 4,261.50 Curb and Gutter (Type A-6) 1,055 L.F. $ 14.00 $ 14,770.00 A.C. Dike (6")(incl. material & labor) 390 L.F. $ 8.00 $ 3,120.00 P.C.C. Sidewalk 5,737 S.F. $ 6.00 $ 34,422.UU Street Lights (including conduit) 6 EA. $ 5,000.00 $ 30,000.00 DRAINAGE Cut Off Wall ( Std 2') 1 C.Y. Is 400.00 $ 400.00 A. C. Overside Drain 1 EA. $ 500.00 $ 500.00 Rip Rap ( 1/4 Ton) Methob B ( 1.9 tons /CY) 1 C.Y. $ 80.00 $ 80.00 18" R.C.P. round, arch or elliptical 76 L.F. $ 113.00 $ 8,588.00 36" R.C.P. round, arch or elliptical 100 L.F. $ 178.00 $ 17,800.OG Manhole No. 2 1 EA. $ 6,500.00 $ 6,500.00 Headwall for 36" or smaller storm drain 1 EA. $ 3,500.00 $ 3,500.00 SIGNING, STRIPING AND SIGNALS 6" Thermoplastic Bike Lane Stripes 7,722 L.F. $ 0.63 $ 0.78 $ 4,864.86 8" Thermoplastic Channelizing Line 1,366 L.F. $ 1,065.48 Marking 1,056.0 S.F. $ 2.25 $ 2,376.00 Install Sign ( Strap and Saddle Bracket Method) 9 8 9 EA. $ 150.00 $ 1,350.00 $ 1,600.00 $ 1,800.00 Sign & Post _ Sign EA. $ 200.00 $ 200.00 EA. A. Subtotal $ 1,283,526.41 B. Administrative Contingency (20% x A) $ 256,705.28 C. CM - Inspection - LC (8%) $ 102,682.11 D. Streets/Drainage Total (A + B) $ 1,640,231.69 BOND AMOUNT FOR RECORDATION PRIOR TO HAVING SIGNED PLANS (ORD.460, SEC. 10.3E) E. 20% x C $ 0001 F Streets/Drainage Total (D + E) $ 1,540,231.69 PARCEL MAP OR TRACT NO PP, CU, PU, MS OR VL NO. CITY OF MENIFEE ENGINEERING DEPARTMENT COST ESTIMATE CALCULATION SHEET 36803 SCH DATE: 7/20/2022 IMPROVEMENT COSTS (Including Contingencies) I. Streets/Drainage (Line C from Street Improvement Calculations) $ 1,540,231.69 II. Domestic Water (Line C from Domestic Water Improvement Calculations) $ 0.00 III. Recycled Water (Line C from Recycled Water Improvement Calculations) $ 0.00 IV. Sewer (Line C from Sewer Improvement Calculations) $ 0.00 Total $ 0.00 INSPECTION DEPOSIT CALCULATION Street/Drainaae NOTE: Use 3% for Inspection $ 46,206.95 APPROVED LESTIMATE CITY OF MENIFEE ENGINEERING DEPARTMENT CONSTRUCTION COST WORKSHEET E.S. OFFSITE HOLLAND ROAD (STREET&SD) PARCEL MAP OR TRACT MAP NO. 36803 DATE: 7/20/2022 IP: IP21-013SSD FAITHFUL PERFORMANCE MATERIAL & LABOR SECURITY SECURITY (100% of Estimated (**50% of Estimated IMPROVEMENTS Construction Costs) Construction Costs) Street/Drainage S 1,554,935.32 $ 1,555,000.00 S *Flood Control S 0.00 $ 0.00 $ Dom Wtr EMWD S 0.00 $ 0.00 $ Rec Wtr EMWD $ 0.00 $ 0.00 $ Sewer EMWD S 0.00 $ 0.00 $ 777,500.00 0.00 0.00 0.00 0.00 Total 1,554,935.32 $ 1,555,000.00 $ 777,500.00 Warranty Retention (10%) $ 155,500.00 DESIGN ENGINEER'S CALCULATION OF IMPROVEMENT BONDING COSTS Construction items and their quantities, as shown on the attached sheets, are accurate for the improvements required to construct the above project and the mathmatical extensions, using City's unit costs, are accurate for determining bonding costs Above amounts o do • do not include additional 20% for recordation prior to having signed plans (Ordinance460, Section 10.3E). A I/ _ 08/29/22 Signdfure Date NO. 80614 RICHARD D REAVES 80614 03/31/23 i Name Typed or printed RCE# Exp. Date �Jl9 Cf V I\_ �rE OF ca���' Civil Engineer's Stamp *Flood Control Construction Cost Estimate to be provided by Flood Control District. Provide a copy of Flood Control District letter stating cost estmate. "* PLEASE READ INSTRUCTIONS BELOW "* 1. Quantities are to be taken from the Improvement Plans. Unit cost are to be as provided on "City of Menifee Improvement Requirement Worksheet." f 2 Show Performance Bond Amounts to the nearest $500.00 Material and Labor Bond Amounts are 50% of Performance Bond Amountss. —100% for Flood Control items. 3 For Construction items not covered by "The City of Menifee Improvement Requirements Worksheet", Design Engineer is to provide his opinion of construction cost and use that cost. If City of Menifee 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. ENG/PW City of Menifee 08/30/2022 RECEIVED CITY OF MENIFEE ENGINEERING DEPARTMENT IMPROVEMENT REQUIREMENT WORKSHEET STREET AND DRAINAGE IMPROVEMENTS ITEM QUANTITY UNIT UNIT COST AMOUNT ROADWAY SECTION 1 Area = Excavation 38,440 19,220 - S.F. $ 480,500.00 $ 0.00 1. Projects with Grading Plan for Roadway Area x 0.50' (hinge point to hinge point) C.Y. $ 25.00 2. Projects without a Grading Plan Cut (c) = Road area and side slopes to daylight Fill (f) = C.Y. $ 0.40 C.Y. If balance, provide (a.) only, either cut or fill 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.) (a.) Excavate and Fill (b.) Excavate and Export (c.) Import and Fill C.Y. - C.Y. $ 1.10 $ 0.00 - C.Y. $ 2.80 $ 0.00 Asphalt Concrete (144 Ibs/cu.ft) Thickness in Feet (0.33' min.) = 1,384 0.5 TON $ 90.00 $ 124,545.60 Agg Base Class II Thickness in Feet = 1,661 1.167 C.Y. $ 50.00 $ 83,073.11 Asphalt Emulsion (Fog Seal/Paint Binder) Sawcut Exist. A.C. Pavement 1.4 1,037 Ton L.F. $ 600.00 $ 1.00 $ 854.22 $ 1,037.00 Cold Plane A.C. Pavement S.F. $ 0.50 $ 0.00 Grinding A.C. , in place 709 S.Y. $ 0.60 $ 425.40 Remove A.C. Pavement 1,859 S.Y. $ 8.00 $ 14,872.00 Remove A.C. Dike 513 L.F. $ 3.00 $ 1,539.00 AC overlay (min. 0.10') 6,385 S.F. $ 0.90 $ 5,746.50 Curb and Gutter (Type A-8) 952 L.F. $ 16.00 $ 15,232.00 P.C.C. Sidewalk 5,217 S.F. $ 6.00 $ 31,302.00 ADA Access Ramp (w/ new construction) 1 EA. $ 1,500.00 $ 1,500.00 Relocate Power Pole 1 EA. $ 10,000.00 $ 10,000.00 Street Lights (including conduit) 5 EA. $ 5,000.00 $ 25,000.00 DRAINAGE 36" R.C.P. round, arch or elliptical 1070 L.F. $ 178.00 $ 190,460.00 48" R.C.P. round, arch or elliptical 1127 L.F. $ 235.00 $ 264,845.00 Junction Structure No. 2 1 EA. $ 4,500.00 $ 4,500.00 Manhole No. 2 4 EA. $ 6,500.00 $ 26,000.00 Manhole No. 3 EA. $ 2,700.00 $ 0.00 Manhole No. 4 1 EA. $ 6,500.00 $ 6,500.00 Structural Reinforcement Concrete 1 C.Y. $ 400.00 $ 400.00 Headwall for 48" or smaller storm drain 1 EA. $ 6,000.00 $ 6,000.00 SIGNING, STRIPING AND SIGNALS 8" Painted Channelizing Line 1,430 L.F. $ 0.82 $ 1,172.60 $ 275.00 Street Name Sign 1 EA. $ 275.00 A. Subtotal $ 1,295,779.43 B. Administrative Contingency (20% x A) $ 259,155.89 C. CM - Inspection - LC (8%) $ 103,662.35 D. Streets/Drainage Total (A + g) $ 1,554,935.32 K REGORDA I ION PRIOR 10 HAVING SIGNED PLANS (ORD.460, SEC. 10.3E) E 20% x C $ 0.00 F Streets/Drainage Total (D + E) Is 1,554,935.32 CITY OF MENIFEE ENGINEERING DEPARTMENT COST ESTIMATE CALCULATION SHEET PARCEL MAP OR TRACT NO. 36803 PP, CU, PU, MS OR VL NO. SCH: DATE 6/2/2022 IMPROVEMENT COSTS (Including Contingencies) I. Streets/Drainage (Line C from Street Improvement Calculations) $ 1,554,935.32 II. Domestic Water (Line C from Domestic Water Improvement Calculations) $ 0.00 III. Recycled Water (Line C from Recycled Water Improvement Calculations) $ 0.00 IV. Sewer (Line C from Sewer Improvement Calculations) $ 0.00 Total $ 1,554,935.32 INSPECTION DEPOSIT CALCULATION Street/Drainaae NOTE: Use 3% for Inspection $ 46,648.06 CITY OF MENIFEE ENGINEERING DEPARTMENT CONSTRUCTION COST WORKSHEET OFFSITE CORSON AVENUE (STREET&SD/DOM. WATER) PARCEL MAP OR TRACT MAP NO. 36803 DATE: IP: 7/1912022 IP21-013S FAITHFUL PERFORMANCE MATERIAL & LABOR SECURITY SECURITY (100% of Estimated (-50% of Estimated IMPROVEMENTS Construction Costs) Construction Costs) Street/Drainage $ 690,061.60 $ 690,000.00 S 345,000.00 "Flood Control $ 0.00 $ 0.00 S 0.00 Dom Wtr EMWD $ 0.00 $ 0.00 S 0.00 Rec Wtr EMWD $ 0.00 $ 0.00 $ 0.00 Sewer EMWD $ 0.00 S 0.00 S 0.00 Total 690,061.60 $ 690,000.00 $ 345,000.00 Warranty Retention (10%) $ 69,000.00 DESIGN ENGINEER'S CALCULATION OF IMPROVEMENT BONDING COSTS Construction items and their quantities, as shown on the attached sheets, are accurate for the improvements required to construct the above project and the mathmatical extensions, using City's unit costs, are accurate for determining bonding costs Above amounts o do • do not include additional 20% for recordation prior to having signed plans (Ordinance460, Section 10.3E). OV ESS/0,�,�1 D A IL 07/20/22 Signature Date C N0. 80614 RICHARD REAVES Name Typed or printed 80614 03/31/23 RCE# Exp. Date Civil Engineer's Stamp 'Flood Control Construction Cost Estimate to be provided by Flood Control District. Provide a copy of Flood Control District letter stating cost estmate. 1. Quantities are to be taken from the Improvement Plans. Unit cost are to be as provided on "City of Menifee Improvement Requirement Worksheet." 2 Show Performance Bond Amounts to the nearest $500.00. Material and Labor Bond Amounts are 50% of Performance Bond Amountss. —100% for Flood Control items. 3. For Construction items not covered by "The City of Menifee Improvement Requirements Worksheet", Design Engineer is to provide his opinion of construction cost and use that cost. If City of Menifee 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. CITY OF MENIFEE ENGINEERING DEPARTMENT IMPROVEMENT REQUIREMENT WORKSHEET STREET AND DRAINAGE IMPROVEMENTS ITEM QUANTITY UNIT UNIT COST AMOUNT ROADWAY SECTION 1 Area = Excavation 1. Projects with Grading Plan for Roadway Area x 0.50' (hinge point to hinge point) 31,603 S.F. $ 395,037.50 15,802 C.Y. $ 25.00 2. Projects without a Grading Plan Cut (c) = Road area and side slopes to daylight Fill (f) = If balance, provide (a.) only, either cut or fill 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.) (a.) Excavate and Fill (b.) Excavate and Export (c.) Import and Fill - C.Y. $ 0.40 $ 0.00 C.Y. C.Y. - C.Y. $ 1.10 $ 0.00 - C.Y. $ 2.80 $ 0.00 Asphalt Concrete (144 Ibs/cu.ft) (Thickness in Feet (0.33' min.) = 751 0.33 TON $ 90.00 $ 67,579.86 Agg Base Class II Thickness in Feet = 585 0.5 C.Y. $ 50.00 $ 29.262.04 Asphalt Emulsion (Fog Seal/Paint Binder) 1.2 Ton $ 600.00 $ 702.29 Remove A.C. Dike 205 L.F. $ 3.00 $ 615.00 Remove Barricade 74 L.F. $ 10.00 $ 740.00 Curb and Gutter (Type A-6) 1,253 L.F. $ 14.00 $ 17,542,00 A.C. Dike (6")(incl. material & labor) 81 L.F. $ 8.00 $ 648.00 P.C.C. Sidewalk 6,833 S.F. $ 6.00 $ 40,998.00 P.C.C. Driveway Approach 172 S.F. $ 8.00 $ 1,376.00 ADA Access Ramp (w/ new construction) 2 EA. $ 1,500.00 $ 3,000.00 Pipe Gate 1 EA. $ 1,000.00 $ 1,000.00 Street Lights (including conduit) 3 EA. $ 5,000.00 $ 15,000.00 SIGNING, STRIPING AND SIGNALS 6" Painted Double Solid Stripes 434 L.F. $ 0.55 $ 238.70 Thermoplastic Pavement Markings 120 S.F $ 3.61 $ 433.20 Remove, Sign, Salvage 1 EA. $ 50.00 $ 50.00 Street Name Sign 1 EA. $ 275.00 $ 275.00 Install Sign ( Strap and Saddle Bracket Method) 1 EA. $ 150.00 $ 150.00 Stop Sign & Post 1 EA. $ 250.00 $ 250.00 Sign 1 EA. $ 150.00 $ 150.00 Pavement Marker, Reflective 1 EA. 1 $ 3.75 $ 3.75 A. Subtotal $ 575,051.33 B. Administrative Contingency (20% x A) $ 115,010.27 C. CM - Inspection - LC (8%) $ 46,004.11 D. Streets/Drainage Total (A + B) $ 690,061.60 BOND AMOUNT FOR RECORDATION PRIOR TO HAVING SIGNED PLANS (ORD.460, SEC. 10.3E) E. 20% x C $ 0.06 F Streets/Drainage Total (D + E) $ 690,061.60 PARCEL MAP OR TRACT NO. PP, CU, PU, MS OR VL NO. CITY OF MENIFEE ENGINEERING DEPARTMENT COST ESTIMATE CALCULATION SHEET 36803 SCH: DATE 7/19/2022 IMPROVEMENT COSTS (Including Contingencies) I. Streets/Drainage (Line C from Street Improvement Calculations) $ 690,061.60 II. Domestic Water (Line C from Domestic Water Improvement Calculations) $ 0.00 III. Recycled Water (Line C from Recycled Water Improvement Calculations) $ 0.00 IV. Sewer (Line C from Sewer Improvement Calculations) $ 0.00 Total $ 0.00 INSPECTION DEPOSIT CALCULATION Street/Drainage NOTE: Use 3% for Inspection $ 20,701.85 COST ESTIMATE APPROVED FOR CITY OF MENIFEE ENGINEERING DEPARTMENT BONDS 10/25/22 E.S. CONSTRUCTION COST WORKSHEET OFFSITE CORSON AVE (REC WATER/DOM WATER) PARCEL MAP OR TRACT MAP NO. 36803 DATE: IP: 10/25/2022 IP21-013U Corson Ave. FAITHFUL PERFORMANCE MATERIAL & LABOR SECURITY SECURITY (100% of Estimated (**50% of Estimated IMPROVEMENTS Construction Costs) Construction Costs) Street/Drainage $ 0.00 $ 0.00 $ 0.00 *Flood Control $ 000 $ 0.00 $ 0.00 Dom Wtr EMWD $ 61,702.80 $ 61,500.00 $ 30,750.00 Rec Wtr EMWD $ 378.00 $ 500.00 $ 250.00 Sewer EMWD $ 720.00 $ 500.00 $ 250.00 Total 62,800.80 $ 62,500.00 $ 31,250.00 Warranty Retention (10%) $ 6,250.00 DESIGN ENGINEER'S CALCULATION OF IMPROVEMENT BONDING COSTS Construction items and their quantities, as shown on the attached sheets, are accurate for the improvements required to construct the above project and the mathmatical extensions, using City's unit costs, are accurate for determining bonding costs Above amounts o do • do not include additional 20% for recordation prior to having signed plans (Ordinance460, Section 10.3E). r Q�pF ESS/py,, ?P 9G Date 1� � Signatu z' NO. 80614 RICHARD REAVES Name Typed or printed 80614 03-31-23 RCE# Exp. Date rfq/f OFI CAI Civil Engineer's Stamp *Flood Control Construction Cost Estimate to be provided by Flood Control District Provide a copy of Flood Control District letter stating cost estmate. *** PLEASE READ INSTRUCTIONS BELOW *** 1 Quantities are to be taken from the Improvement Plans. Unit cost are to be as provided on "City of Menifee Improvement Requirement Worksheet " 2 Show Performance Bond Amounts to the nearest $500.00. Material and Labor Bond Amounts are 50% of Performance Bond Amountss **100% for Flood Control items. 3. For Construction items not covered by "The City of Menifee Improvement Requirements Worksheet", Design Engineer is to provide his opinion of construction cost and use that cost. If City of Menifee 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 CITY OF MENIFEE ENGINEERING DEPARTMENT IMPROVEMENT REQUIREMENT WORKSHEET DOMESTIC WATER IMPROVEMENTS ITEM QUANTITY UNIT UNIT COST AMOUNT 4" Waterline PVC C-900 DR-18 35 6" Waterline PVC C-900 DR-18 70 L.F. $ 25.00 $ 875.00 L.F. $ 30.00 $ 2,100.00 8" Waterline PVC C-900 DR-18 638 4" Gate Valve RS 1 L.F. $ 35.00 $ 22,330.00 EA. $ 715.00 $ 715.00 6" Gate Valve RS 1 EA. $ 830.00 $ 830.00 6" Fire Hydrant (Standard) 1 EA. $ 4,000.00 $ 4,000.00 4" Service Connection ( No Meter) 2 EA. $ 4,500.00 $ 9,000.00 8" Hub Elbow 1 EA. $ 250.00 $ 250.00 6" Hub Elbow 2 EA. $ 35.00 $ 70.00 4" Hub Elbow 1 EA. $ 5.00 $ 5.00 12"x8" Reducer 1 EA. $ 772.00 $ 772.00 8"x6" Reducer 1 EA. $ 572.00 $ 572.00 2" Water Meter 1 6" DCDA 1 3" Backflow 1 8"x8"x6" Flanged Tee 1 6"x6"x4" Flanged Tee 1 Miscellaneous Fittings 2 EA. $ 300.00 $ 300.00 EA $ 3,200.00 $ 3,200.00 EA. $ 3,000.00 $ 3,000.00 EA. $ 1,800.00 $ 1,800.00 EA. $ 1,000.00 $ 1,000.00 EA. $ 300.00 $ 600.00 A. Subtotal $ 51,419.00 B. Administrative Contingency (20% x A) $ 10,283.80 C. Water Total (A + B) $ 61,702.80 BOND AMOUNT FOR RECORDATION PRIOR TO HAVING SIGNED PLANS (ORD.460, SEC. 10.3E) D. 20% x C $ 0.00 E. Water Total (C + D) $ 61,702.80 ITEM 2" Landscape Meter CITY OF MENIFEE ENGINEERING DEPARTMENT IMPROVEMENT REQUIREMENT WORKSHEET RECYCLED WATER IMPROVEMENTS QUANTITY UNIT UNIT COST AMOUNT 1, EA. $ 315.00 $ 315.00 A. Subtotal $ 315.00 B Administrative Contingency (20% x A) $ 63.00 C. Water Total (A + B) $ 378.00 BOND AMOUNT FOR RECORDATION PRIOR TO HAVING SIGNED PLANS (ORD.460, SEC. 10.3E) D. 20% x C $ 0.00 E. Water Total (C + D) $ 378.00 CITY OF MENIFEE ENGINEERING DEPARTMENT IMPROVEMENT REQUIREMENT WORKSHEET SANITARY SEWER IMPROVEMENTS ITEM QUANTITY UNIT UNIT COST AMOUNT Adjust M.H. to grade 1 EA. $ 500.00 $ 500.00 $ 0.00 $ $ $ 0.00 $ $ 0.00 $ $ _ 0.00 $ $ 0.00 A. Subtotal $ 500.00 B. Administrative Contingency (20% x A) $ 100.00 C. Sewer Total (A + B) $ 600.00 BOND AMOUNT FOR RECORDATION PRIOR TO HAVING SIGNED PLANS (ORD.460, SEC. 10.3E) D. 20% x C $ 120.00 E. Sewer Total (C + D) $ 720.00 PARCEL MAP OR TRACT NO. PP, CU, PU, MS OR VL NO. CITY OF MENIFEE ENGINEERING DEPARTMENT COST ESTIMATE CALCULATION SHEET 36803 SCH: DATE: 10/25/2022 IMPROVEMENT COSTS (Including Contingencies) I. Streets/Drainage (Line C from Street Improvement Calculations) $ 0.00 II. Domestic Water (Line C from Domestic Water Improvement Calculations) $ 61,702.80 III. Recycled Water (Line C from Recycled Water Improvement Calculations) $ 378.00 IV. Sewer (Line C from Sewer Improvement Calculations) $ 600.00 Total $ 62,680.80 INSPECTION DEPOSIT CALCULATION Street(Drainaae NOTE: Use 3% for Inspection $ 1,880.42 COST ESTIMATE APPROVED FOR CITY OF MENIFEE ENGINEERING DEPARTMENT BONDS 10/25/22 E.S. CONSTRUCTION COST WORKSHEET OFFSITE EVANS ROAD (REC WATER/DOM WATER) PARCEL MAP OR TRACT MAP NO. 36803 DATE: IP: 10/25/2022 IP21-013U Evans Road FAITHFUL PERFORMANCE MATERIAL & LABOR SECURITY SECURITY (100% of Estimated (**50% of Estimated IMPROVEMENTS Construction Costs) Construction Costs) Street/Drainage $ 0.00 $ 0.00 $ 0.00 *Flood Control $ 0.00 $ 0.00 $ 0.00 Dom Wtr EMWD $ 49,442.40 $ 49,500.00 $ 24,750.00 Rec Wtr EMWD $ 118,878.00 $ 119.000.00 $ 59,500.00 Sewer EMWD $ 720.00 $ 500.00 $ 250.00 Total 169,040.40 $ 169,000.00 $ 84,500.00 Warranty Retention (10%) $ 16,900.00 DESIGN ENGINEER'S CALCULATION OF IMPROVEMENT BONDING COSTS Construction items and their quantities, as shown on the attached sheets, are accurate for the improvements required to construct the above project and the mathmatical extensions, using City's unit costs, are accurate for determining bonding costs Above amounts o do • do not include additional 20% for recordation prior to having signed plans (Ordinance460, Section 10.3E) �op�04ESS OAI(R f LG�^ 10-25-22 Signatur Date z NO. 80614 * *J RICHARD REAVES 80614 03-31-23 Name Typed or printed RCE# Exp. Date f� CIVII. �Q Aff OF CAO Civil Engineer's Stamp *Flood Control Construction Cost Estimate to be provided by Flood Control District. Provide a copy of Flood Control District letter stating cost estmate. — PLEASE READ INSTRUCTIONS BELOW — 1. Quantities are to be taken from the Improvement Plans. Unit cost are to be as provided on "City of Menifee Improvement Requirement Worksheet." 2. Show Performance Bond Amounts to the nearest $500.00. Material and Labor Bond Amounts are 50% of Performance Bond Amountss. **100% for Flood Control items. 3. For Construction items not covered by "The City of Menifee Improvement Requirements Worksheet", Design Engineer is to provide his opinion of construction cost and use that cost. If City of Menifee 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 CITY OF MENIFEE ENGINEERING DEPARTMENT IMPROVEMENT REQUIREMENT WORKSHEET DOMESTIC WATER IMPROVEMENTS ITEM QUANTITY UNIT UNIT COST AMOUNT 4" Waterline PVC C-900 DR-18 33 L.F. $ 25.00 $ 825.00 $ 2,040.00 6" Waterline PVC C-900 DR-18 68 L.F. $ 30.00 8" Waterline PVC C-900 DR-18 135 L.F. $ 35.00 $ 4,725.00 4" Gate Valve RS 1 EA. $ 715.00 $ 715.00 6" Gate Valve RS 1 EA. $ 830.00 $ 830.00 8" Gate Valve RS 1 EA. $ 1,340.00 $ 1,340.00 2" Service Connection ( No Meter) 2 EA. $ 2,780.00 $ 5,560.00 4" Service Connection ( No Meter) 2 EA. $ 4,500.00 $ 9,000.00 Adjust Water Valve to Grade 1 EA. $ 200.00 $ 200.00 Removal of Blowoff 1 EA. $ 500.00 $ 500.00 6" Hub Elbow 2 EA. $ 35.00 $ 70.00 4" Hub Elbow 1 EA. $ 5.00 $ 5.00 12"x8" Reducer 12" Cross 1 EA. $ 772.00 $ 772.00 1 EA. $ 1,700.00 $ 1,700.00 1.5" Water meter 2 EA. $ 260.00 $ 520.00 2" Water Meter 2 EA. $ 300.00 $ 600.00 6" DCDA 1 EA. $ 3,200.00 $ 3,200.00 3" Backflow 1 2" Backflow 1 1.5" Backflow 2 6"x6"x4" Flanged Tee 1 Miscellaneous Fittings 2 EA. $ 3,000.00 $ 3,000.00 EA. $ 2,000.00 $ 2,000.00 EA. $ 1,000.00 $ 2,000.00 EA. $ 1,000.00 $ 1,000.00 EA. $ 300.00 $ 600.00 A. Subtotal $ 41,202.00 B. Administrative Contingency (20% x A) $ 8,240.40 C. Water Total (A + B) $ 49,442.40 BOND AMOUNT FOR RECORDATION PRIOR TO HAVING SIGNED PLANS (ORD.460, SEC. 10.3E) D. 20% x C $ 0.00 E. Water Total (C + D) $ 49,442.40 CITY OF MENIFEE ENGINEERING DEPARTMENT IMPROVEMENT REQUIREMENT WORKSHEET RECYCLED WATER IMPROVEMENTS ITEM QUANTITY UNIT UNIT COST AMOUNT 12" Waterline PVC C-900 DR-18 Purple 1,316 L.F. $ 55.00 $ 72,380.00 6" Gate Valve RS 2 EA. $ 830.00 $ 1,660.00 12" Gate Valve RS 1 EA. $ 2,300.00 $ 2,300.00 6" Blowoff 2 EA. $ 4,000.00 $ 8,000.00 1" Air and Vacuum Valve. 1 EA. $ 2,400.00 $ 2,400.00 2" Service Connection ( No Meter) 1 EA. $ 2,780.00 $ 2,780.00 Removal of Blowoff 1 EA. $ 500.00 $ 500.00 Join at existing end of 12" pipe 1 EA. $ 2,000.00 $ 2,000.00 1" Backflow Preventer 1 EA. $ 3,000.00 $ 3,000.00 Miscellaneous Fitting 10 EA. $ 120.00 $ 1,200.00 1" Landscape Meter 1 EA. $ 315.00 $ 315.00 6"X12" Flanged Tee 2j EA. I EA. $ 1,200.00 $ 130.00 $ 2,400.00 $ 130.00 12" End Cap 1 A. Subtotal $ 99,065.00 B. Administrative Contingency (20% x A) $ 19,813.00 C. Water Total (A + B) $ 118,878.00 BOND AMOUNT FOR RECORDATION PRIOR TO HAVING SIGNED PLANS (ORD.460, SEC. 10.3E) D. 20% x C $ 0.00 E. Water Total (C + D) $ 118,878.00 CITY OF MENIFEE ENGINEERING DEPARTMENT IMPROVEMENT REQUIREMENT WORKSHEET SANITARY SEWER IMPROVEMENTS ITEM QUANTITY UNIT UNIT AMOUNT COST Adjust M.H. to grade 1 EA. $ 500.00 $ $ 1$ 500.00 0.00 I $ $ 0.0 I{ � $ $ 0.000 - $ $ 0.00 $ $ 0.00 A. Subtotal $ 500.00 B. Administrative Contingency (20% x A) $ 100.00 C. Sewer Total (A + B) $ 600.00 BOND AMOUNT FOR RECORDATION PRIOR TO HAVING SIGNED PLANS (ORD.460, SEC. 10.3E) D. 20% x C $ 120.00 E. Sewer Total (C + D) $ 720.00 PARCEL MAP OR TRACT NO. PP, CU, PU, MS OR VL NO. CITY OF MENIFEE ENGINEERING DEPARTMENT COST ESTIMATE CALCULATION SHEET 36803 SCK DATE. 10/25/2022 IMPROVEMENT COSTS (Including Contingencies) $ 0.00 I. Streets/Drainage (Line C from Street Improvement Calculations) 11. Domestic Water (Line C from Domestic Water Improvement Calculations) $ 49,442.40 111. Recycled Water (Line C from Recycled Water Improvement Calculations) $ 118,878.00 IV. Sewer (Line C from Sewer Improvement Calculations) $ 600.00 Total $ 168, 920.40 INSPECTION DEPOSIT CALCULATION Street/Drainaae NOTE: Use 3% for Inspection $ 0.00 CITY OF MENIFEE ENGINEERING DEPARTMENT CONSTRUCTION COST WORKSHEET COST ESTIMATE APPROVED FOR BONDS 10/25/22 E.S. OFFSITE HOLLAND ROAD (REC WATER/DOM WATERISEWER) PARCEL MAP OR TRACT MAP NO. 36803 DATE: 1012512022 IP: IP21-013U Holland Road FAITHFUL PERFORMANCE MATERIAL & LABOR SECURITY SECURITY (100% of Estimated (**50% of Estimated IMPROVEMENTS Construction Costs) Construction Costs) Street/Drainage $ 0.00 $ 0.00 $ 0.00 *Flood Control $ 0.00 $ 0.00 $ 0.00 Dom Wtr EMWD $ 11,052.00 S 11,000.00 $ 5,500.00 Rec Wtr EMWD $ 71,280.00 $ 71,500.00 $ 35,750.00 Sewer EMWD $ 40,578.00 $ 40.500.00 $ 20,250.00 Total 122,910.00 $ 123,000.00 $ 61,500.00 Warranty Retention (10%) $ 12,300.00 DESIGN ENGINEER'S CALCULATION OF IMPROVEMENT BONDING COSTS Construction items and their quantities, as shown on the attached sheets, are accurate for the improvements required to construct the above project and the mathmatical extensions, using City's unit costs, are accurate for determining bonding costs Above amounts o do • do not include additional 20% for recordation prior to having signed plans (Ordinance460, Section 10.3E). MISS/�,y,� A 11. 10-25-22 Signature Date (`C Q� N0, 80614 RICHARD REAVES 80614 03-31-23 Name Typed or printed RCE# Exp. Date J' C)V1� Q \ �lF OF Civil Engineer's Stamp *Flood Control Construction Cost Estimate to be provided by Flood Control District. Provide a copy of Flood Control District letter stating cost estmate. —PLEASE READ INSTRUCTIONS BELOW — 1. Quantities are to be taken from the Improvement Plans. Unit cost are to be as provided on "'City of Menifee Improvement Requirement Worksheet." 2. Show Performance Bond Amounts to the nearest $500.00. Material and Labor Bond Amounts are 50% of Performance Bond Amountss. **100% for Flood Control items. 3. For Construction items not covered by "The City of Menifee Improvement Requirements Worksheet", Design Engineer is to provide his opinion of construction cost and use that cost. If City of Menifee 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. CITY OF MENIFEE ENGINEERING DEPARTMENT IMPROVEMENT REQUIREMENT WORKSHEET DOMESTIC WATER IMPROVEMENTS ITEM QUANTITY UNIT UNIT COST AMOUNT 6" Waterline PVC C-900 DR-18 31 1 L.F. $ 30.00 $ 930.00 6" Gate Valve RS EA. $ 830.00 $ 830.00 6" Fire Hydrant (Standard) 1 EA. $ 4,000.00 $ 4,000.00 12" Hot Tap 1 EA. $ 3,150.00 $ 3,150.00 Miscellaneous Fittings 1 EA. $ 300.00 $ 300.00 $ $ 0.00 $ $ 0.00 $ $ 0.00 $ $ $ 0.00 $ 0.00 A. Subtotal $ 9,210.00 B. Administrative Contingency (20% x A) $ 1,842.00 C. Water Total (A + B) $ 11,052.00 BOND AMOUNT FOR RECORDATION PRIOR TO HAVING SIGNED PLANS (ORD.460, SEC. 10.3E) D. 20% x C $ 0.00 E. Water Total (C + D) $ 11,052.00 CITY OF MENIFEE ENGINEERING DEPARTMENT IMPROVEMENT REQUIREMENT WORKSHEET RECYCLED WATER IMPROVEMENTS ITEM QUANTITY UNIT UNIT COST AMOUNT 8" Waterline PVC C-900 DR-18 Purple 4" Gate Valve RS 976 L.F. $ 35.00 $ 34,160.00 2 EA. $ 715.00 $ 1,430.00 8" Gate Valve RS 2 EA. $ 1,340.00 $ 2,680.00 4" Blowoff 2 EA. $ 3,500.00 $ 7,000.00 2" Service Connection ( No Meter) 1 EA. $ 2,780.00I$ 2,780.00 1" Backflow Preventer 1 EA. $ 1,750.001$ 1,750.00 12"x8" Flange Tee 1 EA. $ 3,500.001$ 3,500.00 8"x4" Flange Tee 2 EA. $ 1,500.00, $ 3,000.00 1" Meter 1 EA. $ 350.00 $ 350.00 $ 50.00 $ 50.00 $ 300.00 $ 2,700.00 $ $ 0.00 8" End Cap Miscellaneous Fittings 1 EA. 9 EA. A. Subtotal $ 59,400.00 B Administrative Contingency (20% x A) $ 11,880.00 C. Water Total (A + B) $ 71,280.00 PRIOR TO HAVING SIGNED PLANS (ORD.460, SEC. 10.3E) D. 20% x C $ 0.00 E. lWater Total (C + D) $ 71,280.00 CITY OF MENIFEE ENGINEERING DEPARTMENT IMPROVEMENT REQUIREMENT WORKSHEET SANITARY SEWER IMPROVEMENTS ITEM QUANTITY UNIT UNIT COST AMOUNT 8" PVC SDR 35 Green 637 L.F. $ 35.00 $ 22,295.00 Standard Manhole 48" 3 EA. $ 3,140.00 $ 9,420.00 Tie to Existing Manhole 1 EA. $ 2,100.00 $ 2,100.00 $ $ 0.00 $ $ 0.00 $ $ 0.00 $ $ 0.00 $ $ 0.00 $ $ 0.00 $ 0.00 $ A. Subtotal $ 33,815.00 B. Administrative Contingency (20% x A) $ 6,763.00 C. Sewer Total (A + g) $ 40,578.00 BOND AMOUNT FOR RECORDATION PRIOR TO HAVING SIGNED PLANS (ORD.460, SEC. 10.3E) D. 20% x C $ 0.00 E. Sewer Total (C + D) $ 40,578.00 PARCEL MAP OR TRACT NO PP, CU, PU, MS OR VL NO. CITY OF MENIFEE ENGINEERING DEPARTMENT COST ESTIMATE CALCULATION SHEET 36803 SCH. DATE. 10125/2022 IMPROVEMENT COSTS (Including Contingencies) I. Streets/Drainage (Line C from Street Improvement Calculations) $ 0.00 II. Domestic Water (Line C from Domestic Water Improvement Calculations) $ 11,052.00 III. Recycled Water (Line C from Recycled Water Improvement Calculations) $ 71,280.00 IV. Sewer (Line C from Sewer Improvement Calculations) $ 40,578.00 Total $ 122,910.00 INSPECTION DEPOSIT CALCULATION Street/Drainage NOTE: Use 3% for Inspection $ 0.00 CITY OF MENIFEE ENGINEERING DEPARTMENT CONSTRUCTION COST WORKSHEET ONSITE (STREET&SD) (PRIVATE) PARCEL MAP OR TRACT MAP NO. 36803 DATE 5/31/2022 I P: IP21-014SS D FAITHFUL PERFORMANCE MATERIAL & LABOR SECURITY SECURITY (100% of Estimated (**50% of Estimated IMPROVEMENTS Construction Costs) Construction Costs) Street/Drainage $ 4,333,093.73 $ 4,333,000.00 $ 2,166,500.00 *Flood Control $ 0.00 $ 0.00 $ 0.00 Dom Wtr $ 0.00 $ 0.00 $ 0.00 Rec Wtr $ 0.00 $ 0.00 $ 0.00 Sewer $ 0.00 $ 0.00 $ 0.00 Total 4,333,093.73 $ 4,333,000.00 $ 2,166,500.00 Warranty Retention (10%) $ 433,300.00 DESIGN ENGINEER'S CALCULATION OF IMPROVEMENT BONDING COSTS Construction items and their quantities, as shown on the attached sheets, are accurate for the improvements required to construct the above project and the mathmatical extensions, using City's unit costs, are accurate for determining bonding costs Above amounts o do *do not include additional 20% for recordation prior to having signed plans (Ordinance460, Section 10.3E) / DAIL Ir 06/03/22 Signature Date �� NO. 80614 Ln RICHARD REAVES 80614 06/02/2022 Name Typed or printed RCE# Exp. Date X1 C/ V 0- IN, . � OF CPS\F\ Civil Engineer's Stamp *Flood Control Construction Cost Estimate to be provided by Flood Control District Provide a copy of Flood Control District letter stating cost estmate. *** PLEASE -READ INSTRUCTIONS BELOW... 1. Quantities are to be taken from the Improvement Plans. Unit cost are to be as provided on "City of Menifee Improvement Requirement Worksheet." 2. Show Performance Bond Amounts to the nearest $500.00. Material and Labor Bond Amounts are 50% of Performance Bond Amountss. **100% for Flood Control items. 3. For Construction items not covered by "The City of Menifee Improvement Requirements Worksheet", Design Engineer is to provide his opinion of construction cost and use that cost If City of Menifee 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. CITY OF MENIFEE ENGINEERING DEPARTMENT IMPROVEMENT REQUIREMENT WORKSHEET STREET AND DRAINAGE IMPROVEMENTS ITEM QUANTITY UNIT UNIT COST AMOUNT ROADWAY SECTION 1 Area = Excavatio 1. Projects with Grading Plan for Roadway Area x 0.50' (hinge point to hinge point) _ 168,170 _ 84,085 S.F. $ 2,102,125.00 C.Y. $ 25.00 2. Projects without a Grading Plan Cut (c) = Road area and side slopes to daylight Fill (f) = - C.Y. $ 0.40 $ 0.00 C.Y. If balance, provide (a.) only, either cut or fill 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.) (a.) Excavate and Fill C.Y. (b.) Excavate and Export C.Y. $ 1.10 $ 0.00 (c.) Import and Fill - C.Y. $ 2.80 $ 0.00 Asphalt Concrete (144 Ibs/cu.ft) Thickness in Feet (0.33' min.) = 3,996 0.33 TON $ 90.00 $ 359,614.73 Agg Base Class II Thickness in Feet = 3,114 0.5 C.Y. $ 50.00 $ 155,712.96 Asphalt Emulsion (Fog Seal/Paint Binder) 6.2 Ton $ 600.00 $ 3,737.11 ROADWAY SECTION 2 Area = S.F. Excavatiori_ $ 25.00 $ 0.00 1. Projects with Grading Plan for Roadway Area x 0.50' (hinge point to hinge point) C.Y. 2. Piujecls willwul a Giddiny Plan. Cut (c) . Road area and side slopes to daylight Fill (f) = (a.) Excavate and Fill C.Y. $ 0.40 $ 0.00 C.Y. C.Y. (b.) Excavate and Export C.Y. $ 1.10 $ 0.00 (c.) Import and Fill Asphalt Concrete (144 Ibs/cu.ft) Thickness in Feet (0.33' min.) _ Agg Base Class II _Thickness in Feet = Asphalt Emulsion (Fog Seal/Paint Binder) C.Y. $ 2.80 $ 0.00 - - TON C.Y. $ 90.00 $ 50.00 $ 0.00 $ 0.00 - Ton $ 600.00 $ 0.00 ROADWAY SECTION 3 Area = S.F. Excavationi 1. Projects with Grading Plan for Roadway Area x 0.50' (hinge point to hinge point) C.Y. $ 25.00 $ 0.00 2. Projects without a Grading Plan: Cut (c) = Fill (f) = (a.) Excavate and Fill C.Y. $ 0.40 $ 0.00 C.Y. C.Y. (b.) Excavate and Export - C.Y. is 1.10 $ 0.00 (c.) Import and Fill - C.Y. $ 2.80 $ 0.00 Asphalt Concrete (144 Ibs/cu.ft) Thickness in Feet (0.33' min.) _ - TON $ 90.00 $ 0.00 Agg Base Class II Thickness in Feet = - C.Y. $ 50.00 $ 0.00 Asphalt Emulsion (Fog Seal/Paint Binder) - Ton $ 600.00 $ 0.00 Sawcut Exist. A.C. Pavement L.F. $ 1.00 S 0.00 Cold Plane A.C. Pavement S.F. $ 0.50 $ 0.00 Grinding A.C., in place S.Y. $ 0.60 $ 0.00 Remove A.C. Pavement S.Y. $ 8.00 $ 0.00 Remove Curb and Gutter L.F. $ 18.00 $ 0.00 Remove A.C. Dike L.F. $ 3.00 $ 0.00 Remove Chain Link Fence L.F. $ 7.50 $ 0.00 Remove Barricade L.F. $ 10.00 $ 0.00 Relocate Mailbox EA. $ 250.00 $ 0.00 AC overlay (min. 0.10') S.F. $ 0.90 $ 0.00 Curb and Gutter (Type A-6) 7,984 L.F. $ 14.00 $ 111,776.00 Curb and Gutter (Type A-8) L.F. $ 16.00 $ 0.00 Type "6A" Curb 533 L.F. $ 12.00 $ 6,396.00 Type "D-1" Curb L.F. $ 10.00 $ 0.00 Type "D" Curb L.F. $ 15.00 $ 0.00 A.C. Dike (6")(incl. material & labor) L.F. $ 8.00 $ 0.00 A.C. Dike (8")(incl. material & labor) L.F. $ 10.00 $ 0.00 P.C.C. Cross Gutter and Spandrels 652 S.F. $ 10.00 $ 6,520.00 P.C.C. Sidewalk 46,450 S.F. $ 6.00 $ 278,700.00 P.C.C. Driveway Approach P.C.C. Dip Section Std. 307 36,390 S.F. $ 8.00 $ 291,120.00 $ 0.00 S.F. $ 6.00 ADA Access Ramp (w/ new construction) 11 EA. $ 1,500.00 $ 16,500.00 ADA Access Ramp (in existing improvements) EA. $ 2,500.00 $ 0.00 Barricades L.F. $ 100.00 $ 0.00 Metal Beam Guard Railing L.F. $ 35.00 $ 0.00 (total length of Streets) L.F. $ 10.00 $ 0.00 Chain Link Fence ( 6') 467 L.F. $ 15.00 $ 7,005.00 Chain Gate (6') L.F. $ 1,000.00 $ 0.00 Relocate Fence L.F. $ 12.00 $ 0.00 Pipe Gate EA. $ 1,000.00 $ 0.00 Relocate Power Pole EA. $ 10,000.00 $ 0.00 Street Lights (including conduit) 28 EA. $ 5,000.00 $ 140,000.00 Adjust Water Valve to Grade ( if no water plan) EA. $ 150.00 $ 0.00 Adjust MH to Grade ( if no sewer plan) EA. $ 400.00 $ 0.00 LANDSCAPING Maintenance Walk STD 113 S.F. $ 4.00 $ 0.00 Colored Stamped Concrete S.F. $ 10.00 $ 0.00 Street Trees ( 15 Gallon) EA $ 100.00 $ 0.00 Landscape and Irrigation S.F. $ 3.50 $ 0.00 Landscape Fill Material C.Y. $ 27.00 $ 0.00 Water Meter EA $ 7,000.00 $ 0.00 Electric Meter S.F. $ 10,000.00 $ 0.00 Remove trees EA $ 3,000.00 $ 0.00 DRAINAGE Concrete Bulkhead EA. $ 200.00 $ 0.00 Slope Anchors for Pipes EA. $ 300.00 $ 0.00 Cut Off Wall ( Std 2') C.Y. $ 400.00 $ 0.00 A. C. Overside Drain EA. $ 500.00 $ 0.00 Under Sidewalk Drain Std 309 EA $ 2,000.00 $ 0.00 Flat Outlet Drainage Structure Std 303 EA $ 2,000.00 $ 0.00 Curb Outlet Drainage Structure Std 308 EA $ 2,000.00 $ 0.00 Terrace Drain & Down Drain S.F. $ 6.50 $ 0.00 Interceptor Drain S.F. $ 6.50 $ 0.00 R.C. Box Culvert (2 - 3'X5') C.Y. $ 400.00 $ 0.00 Concrete Channel C.Y. $ 200.00 $ 0.00 Rip Rap (1/4 Ton) Methob B ( 1.9 tons /CY) C.Y. $ 80.00 $ 0.00 Rip Rap ( 1/2 Ton ) Method B C.Y. $ 90.00 $ 0.00 Rip Rap (1 Ton) Method B C.Y. $ 100.00 $ 0.00 Rip Rap ( 2 Ton) Method B C.Y. $ 110.00 $ 0.00 Grouted Rip Rap ( 1/4 Ton ) Method B C.Y. $ 100.00 $ 0.00 Grouted Rip Rap ( 1/2 Ton ) Method B C.Y. $ 120.00 $ 0.00 Grouted Rip Rap ( 1 Ton ) Method B C.Y. $ 130.00 $ 0.00 Grouted Rip Rap ( 2 Ton ) Method B 18" R.C.P. round, arch or elliptical 79 C.Y. L.F. $_ 140.00 $ 113.00 $ 0.00 $ 8,927.00 24" R.C.P. round, arch or elliptical 169 L.F. $ 132.00 $ 22,308.00 30" R.C.P. round, arch or elliptical L.F. $ 153.00 $ 0.00 36" R.C.P. round, arch or elliptical 77 L.F. $ 178.00 $ 13,706.00 42" R.C.P. round, arch or elliptical L.F. $ 204.00 $ 0.00 48" R.C.P. round, arch or elliptical L.F. $ 235.00 $ 0.00 18" C.S.P. or HDPE N12 L.F. $ 40.00 $ 0.00 24" C.S.P. or HDPE N12 L.F. $ 50.00 $ 0.00 30" C.S.P. or HDPE N12 L.F. $ 60.00 $ 0.00 36" C.S.P. or HDPE N12 L.F. $ 70.00 $ 0.00 42" C.S.P. or HDPE N12 L.F. $ 80.00 $ 0.00 48" U.S.P. or HDPE N12 L.F. $ 100.00 $ 0.00 Catch Basin W=4' EA. $ 2,500.00 $ 0.00 Catch Basin W=7' 1 EA. $ 4,000.00 $ 4,000.00 Catch Basin W=14' EA. $ 7,500.00 $ 0.00 Catch Basin W=21' 3 EA. $ 11,000.00 $ 33,000.00 Catch Basin W=28' EA. $ 14,500.00 $ 0.00 Inlet Type IX or X EA. $ 2,500.00 $ 0.00 Junction Structure No. 1 EA. $ 3,500.00 $ 0.00 Junction Structure No. 2 2 EA. $ 4,500.00 $ 9,000.00 Junction Structure No. 6 EA. $ 5,000.00 $ 0.00 Transition Structure No. 1 EA. $ 12,500.00 $ 0.00 Transition Structure No. 2 EA. $ 12,500.00 $ 0.00 Transition Structure No. 3 EA. $ 4,500.00 $ 0.00 Manhole No. 1 EA. $ 5,000.00 $ 0.00 Manhole No. 2 EA. $ 6,500.00 $ 0.00 Manhole No. 3 EA. $ 2,700.00 $ 0.00 Manhole No. 4 EA. $ 6,500.00 $ 0.00 Structural Reinforcement Concrete C.Y. $ 400.00 $ 0.00 Headwall for 36" or smaller storm drain EA. $ 3,500.00 $ 0.00 5'x5' Drop Inlet 4 EA. $ 7,000.00 $ 28,000.00 Headwall for 96" 1 EA. $ 8,000.00 $ 8,000.00 SIGNING, STRIPING AND SIGNALS Remove Painted Traffic Stripes and Markings S.F $ 2.50 $ 0.00 4" Painted Solid Stripes L.F. $ 0.21 $ 0.00 6" Painted Solid Stripes 1,478 L.F. $ 0.28 $ 413.84 4" Painted Solid Stripes (2 Coats) 500 L.F. $ 0.30 $ 150.00 4" Painted Broken Stripes L.F. $ 0.16 $ 0.00 4" Painted Double Solid Stripes L.F. $ 0.47 $ 0.00 6" Painted Bike Lane Stripes L.F. $ 0.65 $ 0.00 8" Painted Channelizing Line L.F. $ 0.82 $ 0.00 12" Painted Crosswalk & Limit Line L.F. $ 1.30 $ 0.00 Painted One -Way, No Passing L.F. $ 0.36 $ 0.00 Painted Two -Way Left Turn Lane L.F. $ 0.82 $ 0.00 Painted Pavement Markings S.F $ 2.70 $ 0.00 Remove Thermoplastic Traffic Stripes and Markings S.F $ 2.50 $ 0.00 4" Thermoplastic Solid Stripes L.F. $ 0.52 $ 0.00 4" Thermoplastic Broken Stripes L.F. $ 0.47 $ 0.00 4" Thermoplastic Double Solid Stripes L.F. $ 0.83 $ 0.00 6" Thermoplastic Bike Lane Stripes L.F. $ 0.63 $ 0.00 8" Thermoplastic Channelizing Line L.F. $ 0.78 $ 0.00 12" Thermoplastic Crosswalk & Limit Line Thermoplastic One -Way, No Passing L.F. $ 0.97 $ 0.00 L.F. $ 1.13 $ 0.00 Thermoplastic Two -Way Left Turn Lane L.F. $ 2.83 $ 0.00 Thermoplastic Pavement Markings 180 S.F $ 3.61 $ 649.80 Marking S.F. $ 2.25 $ 0.00 Thermoplastic Cross Walk and Pavement Marking S.F. $ 3.00 $ 0.00 Remove, Sign, Salvage EA. $ 50.00 $ 0.00 Relocate Roadside Sign EA. $ 100.00 $ 0.00 Street Name Sign 12 EA. $ 275.00 $ 3,300.00 Install Sign ( Strap and Saddle Bracket Method) EA. $ 150.00 $ 0.00 Install Sign (Mast Arm Hanger Method) EA. $ 425.00 $ 0.00 Stop Sign & Post 1 EA. $ 250.00 $ 250.00 Road Sign on existing pole / post (One Post) EA. $ 150.00 $ 0.00 Road Sign on existing pole / post (Two Post) EA. $ 300.00 $ 0.00 Object Marker - Modified Type "F" Delineator EA. $ 60.00 $ 0.00 Delineator ( Class 1 Type F) EA. $ 40.00 $ 0.00 Delineator ( Class 2) EA. $ 45.00 $ 0.00 Pavement Marker, Reflective EA. $ 3.75 $ 0.00 New Traffic Signal & Lighting (Major Intersection) LS $ 250,000.00 $ 0.00 New Traffic Signal & Lighting (Minor Intersection) LS $ 150,000.00 $ 0.00 Retrofit of Ex. Traffic Signal & Lighting LS $ 100,000.00 $ 0.00 6' Round Signal Loops EA $ 450.00 $ 0.00 Install Pull Box (#5) EA $ 400.00 $ 0.00 Install Pull Box (#6) EA $ 500.00 $ 0.00 2" PVC Interconnect Conduit & Cable L.F. $ 25.00 $ 0.00 3" PVC Interconnect Conduit & Cable L.F. $ 30.00 $ 0.00 3" PVC Conduit & Fiber Optic Cable L.F. LS LS LS $ 35.00 $ 8,000.00 $ 40,000.00 $ 30,000.00 $ 0.00 $ 0.00 $ 0.00 Survey Design/submittals/review Mobilization $ 0.00 $ 0.00 Traffic Control LS $ 15,000.00 A. Subtotal $ 3,610,911.44 B. Administrative Contingency (20% x A) $ 722,182.29 C. CM - Inspection - LC (8%) $ 288,872.92 D. Stroots/Drainage Total (A + B) $ 4,333,093.73 BOND AMOUNT FOR RECORDATION PRIOR TO HAVING SIGNED PLANS (ORD.460, SEC. 10.3E) E 20% x C is 0.00 F Streets/Drainage Total (D + E) is 4,333,093.73 CITY OF MENIFEE ENGINEERING DEPARTMENT IMPROVEMENT REQUIREMENT WORKSHEET DOMESTIC WATER IMPROVEMENTS ITEM QUANTITY UNIT UNIT COST AMOUNT 4" Waterline PVC C-900 DR-18 6" Waterline PVC C-900 DR-18 1 8" Waterline PVC C-900 DR-18 L.F. $ 25.00 $ 0.00 $ ° 0.00 $ 0.00 L.F. $ 30.00 L.F. $ 35.00 12" Waterline PVC C-900 DR-18 L.F. $ 55.00 $ 0.00 16" Waterline PVC C-905 DR-18 L.F. $ 90.00 $ 0.00 18" Waterline PVC C-905 DR-18 L.F. $ 135.00 $ 0.00 20" Waterline PVC C-905 DR-18 L.F. $ 180.00 $ 0.00 4" Gate Valve RS EA. $ 715.00 $ 0.00 6" Gate Valve RS EA. $ 830.00 $ 0.00 8" Gate Valve RS EA. $ 1,340.00 $ 0.00 12" Gate Valve RS EA. $ 2,300.00 $ 0.00 16" Gate Valve RS EA. $ 6,270.00 $ 0.00 18" Gate Valve RS 6" Fire Hydrant (Standard) EA. EA. $ 14,300.00 $ 0.00 $ 4,000.00 $ 0.00 6" Fire Hydrant (Super) EA. $ 4,500.00 $ 0.00 2" Blowoff EA. $ 2,500.00 $ 0.00 4" Blowoff EA. $ 3,500.00 $ 0.00 6" Blowoff EA. $ 4,000.00 $ 0.00 1" Air and Vacuum Valve. EA. $ 2,400.00 $ 0.00 2" Air and Vacuum Valve. 1" Service Connection ( No Meter) 1-1/2" Service Connection ( No Meter) EA. $ 4,000.00 $ 0.00 EA. $ 800.00 $ 0.00 EA. $ 2,480.00 $ 0.00 2" Service Connection ( No Meter) EA. $ 2,780.00 $ 0.00 4" Service Connection ( No Meter) EA. $ 4,500.00 $ 0.00 Adjust Water Valve to Grade EA. $ 200.00 $ 0.00 Removal of Blowoff EA. $ 500.00 $ 0.00 Join at existing end of 8" pipe EA. $ 2,000.00 $ 0.00 6" Hot Tap EA. $ 1,750.00 $ 0.00 8" Hot Tap EA. $ 2,200.00 $ 0.00 12" Hot Tap EA. $ 3,150.00 $ 0.00 Miscellaneous Fittings EA. $ 300.00 $ 0.00 Thrust Block 1" Water Meter 1-1/2" Water Meter Pressure Regulator EA. $ 100.00 $ 0.00 EA. $ 350.00 $ 0.00 EA. $ 450.00 $ 0.00 EA. $ 300.00 $ 0.00 A. Subtotal $ 0.00 B. Administrative Contingency (20% x A) $ 0.00 C. Water Total (A + B) $ 0.00 BOND AMOUNT FOR RECORDATION PRIOR TO HAVING SIGNED PLANS (ORD.460, SEC. 10.3E) D. 20% x C $ 0.00 E. I Water Total (C + D) $ 0.00 CITY OF MENIFEE ENGINEERING DEPARTMENT IMPROVEMENT REQUIREMENT WORKSHEET RECYCLED WATER IMPROVEMENTS ITEM QUANTITY UNIT UNIT COST AMOUNT 4" Waterline PVC C-900 DR-18 Purple L.F. $ 25.00 $ 0.00 6" Waterline PVC C-900 DR-18 Purple L.F. $ 30.00 $ 0.00 8" Waterline PVC C-900 DR-18 Purple L.F. $ 35.00 $ 0.00 12" Waterline PVC C-900 DR-18 Purple L.F. $ 55.00 $ 0.00 16" Waterline PVC C-905 DR-18 Purple L.F. $ 90.00 $ 0.00 18" Waterline PVC C-905 DR-18 Purple L.F. $ 135.00 $ 0.00 20" Waterline PVC C-905 DR-18 Purple L.F. $ 180.00 $ 0.00 4" Gate Valve RS EA. $ 715.00 $ 0.00 6" Gate Valve RS EA. $ 830.00 $ 0.00 8" Gate Valve RS EA. $ 1,340.00 $ 0.00 12" Gate Valve RS EA. $ 2,300.00 $ 0.00 16" Gate Valve RS EA. $ 6,270.00 $ 0.00 18" Gate Valve RS EA. EA. $ 14,300.00 $ 0.00 $ 0.00 4" Blowoff $ 3,500.00 6" Blowoff EA. $ 4,000.00 $ 0.00 1" Air and Vacuum Valve. EA. $ 2,400.00 $ 0.00 2" Air and Vacuum Valve. EA. $ 4,000.00 $ 0.00 1" Service Connection ( No Meter) EA. $ 800.00 $ 0.00 1-1/2" Service Connection ( No Meter) EA. $ 2,480.00 $ 0.00 2" Service Connection ( No Meter) EA. $ 2,780.00 $ 0.00 4" Service Connection ( No Meter) EA. $ 4,500.00 $ 0.00 Adjust Water Valve to Grade EA. $ 200.00 $ 0.00 Removal of Blowoff EA. $ 500.00 $ 0.00 Join at existing end of 8" pipe EA. $ 2,000.00 $ 0.00 1" Hot Tap EA. $ 1,000.00 $ 0.00 4" Hot Tap EA. $ 1,430.00 $ 0.00 6" Hot Tap EA. $ 1,750.00 $ 0.00 8" Hot Tap EA. $ 2,200.00 $ 0.00 12" Hot Tap EA. $ 3,150.00 $ 0.00 $ $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ $ $ A. Subtotal $ 0.00 B Administrative Contingency (20% x A) $ 0.00 C. Water Total (A + B) $ 0.00 BOND AMOUNT FOR RECORDATION PRIOR TO HAVING SIGNED PLANS (ORD.460, SEC. 10.3E) D. 20% x C $ 0.00 E. Water Total (C + D) Is 0.00 CITY OF MENIFEE ENGINEERING DEPARTMENT IMPROVEMENT REQUIREMENT WORKSHEET SANITARY SEWER IMPROVEMENTS ITEM QUANTITY UNIT UNIT COST AMOUNT 4" PVC SDR 35 (Use it for Residential Laterals) _ L.F. $ 25.00 $ 0.00 $ 0.00 6" PVC SDR 35 Green L.F. $ 30.00 8" PVC SDR 35 Green L.F. $ 35.00 $ 0.00 10" PVC SDR 35 Green L.F. $ 46.00 $ 0.00 12" PVC SDR 35 Green L.F. $ 54.00 $ 0.00 15" PVC SDR 35 Green L.F. $ 90.00 $ 0.00 8" VCP L.F. $ 55.00 $ 0.00 10" VCP L.F. $ 62.00 $ 0.00 12" VCP L.F. $ 72.00 $ 0.00 15" VCP L.F. $ 81.00 $ 0.00 18" VCP L.F. $ 162.00 $ 0.00 21" VCP L.F. $ 183.00 $ 0.00 24" VCP 27" VCP L.F. $ 195.00 $ 215.00 $ 0.00 L.F. $ 0.00 30" VCP L.F. $ 236.00 $ 0.00 Standard Manhole 48" EA. $ 3,140.00 $ 0.00 Standard Manhole 60" EA. $ 4,500.00 $ 0.00 Shallow Manhole (5' or less) EA. $ 3,300.00 $ 0.00 Clean out EA. $ 730.00 $ 0.00 Clean out Lateral EA. $ 200.00 $ 0.00 Tie to Existing Manhole Rechannel Existing Manhole EA. $ 2,100.00 $ 0.00 EA. $ 1,500.00 $ 0.00 Join Existing 8" Pipe EA. $ 1,500.00 $ 0.00 Join Existing 12" Pipe EA. $ 2,000.00 $ 0.00 Chimney EA. $ 400.00 $ 0.00 Adjust M.H. to grade EA. $ 500.00 $ 0.00 Concrete Encasement L.F. $ 35.00 $ 0.00 Backwater Valve EA. $ 400.00 $ 0.00 $ $ 0.00 $ $ 0.00 $ $ 0.00 - r $ $ 0.00 $ $ 0.00 A. Subtotal $ 0.00 B Administrative Contingency (20% x A) $ 0.00 C. Sewer Total (A + B) $ 0.00 BOND AMOUNT FOR RECORDATION PRIOR TO HAVING SIGNED PLANS (ORD.460, SEC. 10.3E) D. 20% x C is 0.00 E. ISewer Total (C + D) Is 0.00 PARCEL MAP OR TRACT NO. PP, CU, PU, MS OR VL NO. CITY OF MENIFEE ENGINEERING DEPARTMENT COST ESTIMATE CALCULATION SHEET 36803 SCH DATE: 4/21/2022 IMPROVEMENT COSTS (Including Contingencies) I. Streets/Drainage (Line C from Street Improvement Calculations) $ 4,333,093.73 II. Domestic Water (Line C from Domestic Water Improvement Calculations) $ 0.00 III. Recycled Water (Line C from Recycled Water Improvement Calculations) $ 0.00 IV. Sewer (Line C from Sewer Improvement Calculations) $ 0.00 Total $ 4,333,093.73 INSPECTION DEPOSIT CALCULATION Street/Drainage NOTE: Use 3% for Inspection $ 129,992.81 CITY OF MENIFEE ENGINEERING DEPARTMENT CONSTRUCTION COST WORKSHEET ONSITE (SEWER) (PRIVATE) PARCEL MAP OR TRACT MAP NO. 36803 DATE: 6/15/2022 IP: IP21-014U SEWER ONLY FAITHFUL PERFORMANCE MATERIAL & LABOR SECURITY SECURITY (100% of Estimated (**50% of Estimated IMPROVEMENTS Construction Costs) Construction Costs) Street/Drainage $ 0.00 $ 0.00 $ 0.00 *Flood Control $ 0.00 $ 0.00 $ 0.00 Dom Wtr $ 0.00 $ 0.00 $ 0.00 Rec Wtr $ 0.00 $ 0.00 $ 0.00 Sewer $ 302,220.00 $ 302,000.00 $ 151,000.00 Total 302,220.00 $ 302,000.00 $ 151,000.00 Warranty Retention (10%) $ 30,200.00 DESIGN ENGINEER'S CALCULATION OF IMPROVEMENT BONDING COSTS Construction items and their quantities, as shown on the attached sheets, are accurate for the improvements required to construct the above project and the mathmatical extensions, using City's unit costs, are accurate for determining bonding costs Above amounts o do •do not include additional 20% for recordation prior to having signed plans (Ordinance460, Section 10.3E) ESSIONq� o a IL 06/16/22 Signature Date N I NO. 80614 RICHARD REAVES 80614 03/31/23 Name Typed or printed RCE# Exp. Date ff� CIVIC- ` lF OF X1Fj• Civil Engineer's Stamp *Flood Control Construction Cost Estimate to be provided by Flood Control District. Provide a copy of Flood Control District letter stating cost estmate. *** PLEASE READ INSTRUCTIONS BELOW*** 1. Quantities are to be taken from the Improvement Plans. Unit cost are to be as provided on "City of Menifee Improvement Requirement Worksheet " 2. Show Performance Bond Amounts to the nearest $500.00. Material and Labor Bond Amounts are 50% of Performance Bond Amountss **100% for Flood Control items. 3. For Construction items not covered by "The City of Menifee Improvement Requirements Worksheet", Design Engineer is to provide his opinion of construction cost and use that cost. If City of Menifee 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 CITY OF MENIFEE ENGINEERING DEPARTMENT IMPROVEMENT REQUIREMENT WORKSHEET SANITARY SEWER IMPROVEMENTS ITEM QUANTITY UNIT UNIT COST AMOUNT 4" PVC SDR 35 (Use it for Residential Laterals) 2687 L.F. $ 25.00 $ 67,175.00 6" PVC SDR 35 Green L.F. $ 30.00 $ 0.00 8" PVC SDR 35 Green 3353 L.F. $ 35.00 $ 117,355.00 10" PVC SDR 35 Green L.F. $ 46.00 $ 0.00 12" PVC SDR 35 Green L.F. $ 54.00 $ 0.00 15" PVC SDR 35 Green L.F. $ 90.00 $ 0.00 8" VCP L.F. $ 55.00 $ 0.00 10" VCP L.F. $ 62.00 $ 0.00 12" VCP L.F. $ 72.00 $ 0.00 15" VCP L.F. $ 81.00 $ 0.00 18" VCP L.F. $ 162.00 $ 0.00 21" VCP L.F. $ 183.00 $ 0.00 24" VCP 27" VCP L.F. L.F. $ 195.00 $ 0.00 $ 215.00 $ 0.00 30" VCP L.F. $ 236.00 $ 0.00 Standard Manhole 48" 10 EA. $ 3,140.00 $ 31,400.00 Standard Manhole 60" EA. $ 4,500.00 $ 0.00 Shallow Manhole (5' or less) EA. $ 3,300.00 $ 0.00 Clean out 4 EA. $ 730.00 $ 2,920.00 Clean out Lateral 81 EA. $ 200.00 $ 16,200.00 Tie to Existing Manhole EA. $ 2,100.00 $ 0.00 Rechannel Existing Manhole EA. $ 1,500.00 $ 0.00 Join Existing 8" Pipe EA. $ 1,500.00 $ 0.00 Join Existing 12" Pipe EA. $ 2,000.00 $ 0.00 Chimney EA. EA. $ 400.00 $ 500.00 $ 0.00 $ 0.00 Adjust M.H. to grade Concrete Encasement Backwater Valve 42 L.F. $ 35.00 $ 0.00 EA. $ 400.00 $ 16,800.00 A. Subtotal $ 251,850.00 B. Administrative Contingency (20% x A) $ 50,370.00 C Sewer Total (A + B) 1 $ 302,220.00 BOND AMOUNT FOR RECORDATION PRIOR TO HAVING SIGNED PLANS (ORD.460, SEC. 10.3E) D. 20% x C $ 0.00 E. Sewer Total (C + D) $ 302,220.00 CITY OF MENIFEE ENGINEERING DEPARTMENT COST ESTIMATE CALCULATION SHEET PARCEL MAP OR TRACT NO 36803 SCH DATE: 6/15/2022 PP, CU, PU, MS OR VL NO. IMPROVEMENT COSTS (Including Contingencies) I. Streets/Drainage (Line C from Street Improvement Calculations) $ 0.00 II. Domestic Water (Line C from Domestic Water Improvement Calculations) $ 0.00 III. Recycled Water (Line C from Recycled Water Improvement Calculations) $ 0.00 IV. Sewer (Line C from Sewer Improvement Calculations) $ 302,220.00 Total $ 302,220.00 INSPECTION DEPOSIT CALCULATION Street/DrainKe NOTE: Use 3% for Inspection $ 0.00 CITY OF MENIFEE ENGINEERING DEPARTMENT CONSTRUCTION COST WORKSHEET ONSITE (WATER) (PRIVATE) PARCEL MAP OR TRACT MAP NO. 36603 DATE: 1/30/2023 E PROVED FORNDS E.S. 1/31/23 IP IP21-014U - ONSITE WATER FAITHFUL PERFORMANCE MATERIAL & LABOR SECURITY SECURITY (100% of Estimated (**50% of Estimated IMPROVEMENTS Construction Costs) Construction Costs) Street/Drainage $ 0.00 S 0.00 $ *Flood Control $ 0.00 $ 0.00 $ Dom Wtr $ 651.902.40 $ 652,000.00 $ Rec Wtr $ 0.00 $ 0.00 $ Sewer $ 0.00 S 0.00 $ Total 651,902.40 $ 652,000.00 $ Warranty Retention (10%) $ 65,200.00 DESIGN ENGINEER'S CALCULATION OF IMPROVEMENT BONDING COSTS Construction items and their quantities, as shown on the attached sheets, are accurate for the improvements required to construct the above project and the mathmatical extensions, using City's unit costs, are accurate for determining bonding costs Above amounts . do o do not include additional 20% for recordation prior to having signed plans (Ordinance460, Section 10.3E) 7 ?Pee-a� Signa ure RICHARD REAVES Name Typed or printed 01-31-23 Date 80614 03-31-25 RCE# Exp. Date 0.00 0.00 326,000.00 0.00 0.00 326,000.00 ��oQgoF Ess\ D A /L �� FyG � N0. 80614 `� ♦r f C/VI\- �Q CP��t�% Civil Engineer's Stamp *Flood Control Construction Cost Estimate to be provided by Flood Control District. Provide a copy of Flood Control District letter stating cost estmate. — PLEASE READ INSTRUCTIONS BELOW "' 1. Quantities are to be taken from the Improvement Plans. Unit cost are to be as provided on "City of Menifee Improvement Requirement Worksheet." 2. Show Performance Bond Amounts to the nearest $500.00. Material and Labor Bond Amounts are 50% of Performance Bond Amountss. **100% for Flood Control items. 3. For Construction items not covered by "The City of Menifee Improvement Requirements Worksheet", Design Engineer is to provide his opinion of construction cost and use that cost. If City of Menifee 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. CITY OF MENIFEE ENGINEERING DEPARTMENT IMPROVEMENT REQUIREMENT WORKSHEET WATER IMPROVEMENTS ITEM QUANTITY UNIT UNIT COST AMOUNT 4" Waterline PVC C-900 DR-18 L.F. $ 25.00 $ 0.00 6" Waterline PVC C-900 DR-18 7,082 L.F. $ 30.00 $ 212,460.00 8" Waterline PVC C-900 DR-18 L.F. $ 35.00 $ 0.00 12" Waterline PVC C-900 DR-18 L.F. $ 55.00 $ 0.00 16" Waterline PVC C-905 DR-18 L.F. $ 90.00 $ 0.00 18" Waterline PVC C-905 DR-18 L.F. $ 135.00 $ 0.00 20" Waterline PVC C-905 DR-18 L.F. $ 180.00 $ 0.00 4" Gate Valve RS EA. $ 715.00 $ 0.00 6" Gate Valve RS 14 EA. $ 830.00 $ 11,620.00 8" Gate Valve RS EA. $ 1,340.00 $ 0.00 12" Gate Valve RS EA. $ 2,300.00 $ 0.00 16" Gate Valve RS EA. $ 6,270.00 $ 0.00 18" Gate Valve RS 6" Fire Hydrant (Standard) 14 EA. $ 14,300.00 $ 0.00 EA. $ 4,000.00 $ 56,000.00 6" Fire Hydrant (Super) EA. $ 4,500.00 $ 0.00 2" Blowoff EA. $ 2,500.00 $ 0.00 4" Blowoff 5 EA. $ 3,500.00 $ 17,500.00 6" Blowoff EA. $ 4,000.00 $ 0.00 1" Air and Vacuum Valve. 4 EA. $ 2,400.00 $ 9,600.00 2" Air and Vacuum Valve. EA. $ 4,000.00 $ 0.00 1" Service Connection (No Meter) 80 EA. $ 800.00 $ 64,000.00 1-1/2" Service Connection ( No Meter) EA. $ 2,480.00 $ 0.00 2" Service Connection ( No Meter) 1 EA. $ 2,780.00 $ 2,780.00 4" Service Connection ( No Meter) EA. $ 4,500.00 $ 0.00 Adjust Water Valve to Grade EA. $ 200.00 $ 0.00 Removal of Blowoff EA. $ 500.00 $ 0.00 Join at existing end of 8" pipe 2 EA. $ 2,000.00 $ 4,000.00 6" Hot Tap EA. $ 1,750.00 $ 0.00 8" Hot Tap EA. $ 2,200.00 $ 0.00 12" Hot Tap EA. $ 3,150.00 $ 0.00 Miscellaneous Fittings 56 EA. $ 300.00 $ 16,800.00 Thrust Block 52 EA. $ 100.00 $ 5,200.00 1" Water Meter 80 EA. $ 350.00 $ 28,000.00 1-1/2" Water Meter 1 EA. $ 450.00 $ 450.00 Pressure Regulator 81 EA. $ 300.00 $ 24,300.00 EA. $ 1,800.00 $ 0.00 EA. $ 300.00 $ 0.00 $ 3,200.00 $ 0.00 $ 3,000.00,$ 0.00 EA. EA. A. Subtotal $ 452,710.00 B. Administrative Contingency (20% x A) $ 90,542.00 C. Water Total (A + B) $ 543,252.00 PRIOR TO HAVING SIGNED PLANS D. 20% x C is 108,650.40 E. Water Total (C + D) $ 651,902.40 PARCEL MAP OR TRACT NO. PP, CU, PU, MS OR VL NO. CITY OF MENIFEE ENGINEERING DEPARTMENT COST ESTIMATE CALCULATION SHEET 36803 SCH DATE: 1/30/2023 IMPROVEMENT COSTS (Including Contingencies) I. Streets/Drainage (Line C from Street Improvement Calculations) $ 0.00 II. Water (Line C from Water Improvement Calculations) $ 543,252.00 III. Recycled Water (Line C from Recycled Water Improvement Calculations) $ 0.00 IV. Sewer (Line C from Sewer Improvement Calculations) $ 0.00 Total $ 543,252.00 INSPECTION DEPOSIT CALCULATION Street/Drainaae NOTE: Use 3% for Inspection $ 0.00