2023/01/27 FPG Sun Menifee 80, ILC TM 36803city of Menifee
SUBDIVISION IMPROVEMENT AGREEMENT
TRACT MAP NO. 36803
THtS SUBDtVtStON TMPROVEMENT AGREEMENT (the "Agreement") is made and entered into this
.-t 11rlL+day of AZ 20 23
by and between FPG Sun Menifee 80, ILC 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."
R ECITALS:
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 "5ubdivision 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 subiect 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 anstall or agree to install certain public and
private improvements (the " lmprovements").
D. The lmprovements have not been installed and accepted at this time.
E. lt is therefore necessary that Subdivider and City enter into an agreement for the installation of the
lmprovements as provided in Section 56452 of the Subdivision Map Act. ln consideration of approval
of a final map for the Tract by the City Council, Subdivider desires to enter into this ABreement, whereby
Subdivider promises to install and complete, at Subdivider's own expense, allthe 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
lmprovements are substantially constructed, unless otherwise approved by City Engineer/ PW Director.
NOW THEREFORE, it is agreed by and between the parties hereto as follows:
l.lmorovement 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
lmprovements meeting the requirements of the City Engineer. The lmprovement Plans for the Tract
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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 lmprovement Plans shall include
reference to any specifications for the lmprovements as approved by the City Engineer.
2.lmprovements. Subdivider shall construct the lmprovements required to be constructed or agreed to
be constructed u nder 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 thereo{ The methods, standards, specifications, sequence, and scheduling of construction shall
be as approved by the City Engineer.
3.lmprovement Securitv, Subdivider shall at all times Buarantee 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 ofthis Agreement including construction ofthe
lmprovements, payment of Subdivider's fair share of lmprovements which have been or will be
constructed by others ("Participatory lmprovements"), 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"). Asecondclassof securityto be
provided by Subdividet hereinafter referred to as "payment security," shall assure the payment of
the cost of labot equipment and materials supplied to construct the lmprovements. A third class
of security to be provided by subdivider, hereinafter referred to as "warranty security," shall serve
as a guarantee and warranty ofthe lmprovements for a period of one year following the
completion and acceptance ofthe lmprovements. Subdividershall 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 lmprovements 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 lmprovements. 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
secu red.
B. lmprovement security shall conform with Section 55499 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 su rety or sureties listed in the U.S. Depa rtment of Treasu ry Circu lar 570 (latest version).
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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 lnvestment Data Exchange (of the Los
Angeles County Treasurer's office).
4)lrrevocable 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), pledBins that the
funds necessary to carry out the completion of the lmprovements are on deposit, Suaranteed for
payment, and constitute a trust fund which is not subject to levy or attachment by any creditor of
the depositor until released byCity. Letters of credit shall guarantee that all orany portion ofthe
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 untilsuch 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
lmprovements, 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. lf 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 pa rt 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 secu rities but shall not be required for submittal of wa rranty secu rity 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 3.8., which require the establishment of evidence of the reliability of the surety or financial
institution, the administrative fee shall be one Hundred Fifty Dollars (S150.00).
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2)For other forms of security listed in section 3.8., 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:
l)Performance security shall be released upon the final completion and acceptance or approval, by the
City Council of the lmprovements subiect 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. ln no event shallsecurity 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 g0daysafterfinal acceptance and/or approval by the City Council, ofthe lmprovements. lf 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 L3 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 lmprovements. 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.
s)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 undera permit or permits shall
comply with all provisions of the required permits.
5.Off-site lmprovements. When the construction of one or more of the lmprovements 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. ln the event that subdivider is
unsuccessful, despite its best efforts, to acquire such real property at a reasonable price, Subdivider may
request in writingthat 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, lf 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. ln
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.
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6.Completion of lmorovements; lnspection.
6.l Construction of lmprovements. Subdividershall begin construction ofthe lmprovements within
ninety (90) days and shall complete construction within twelve (12) months after the approval of
this Agreement. Portions of the lmprovements 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 lmprovements 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 ofthe
improvements, and/orto require modifications in the standards or sequencing ofthe
lmprovements in response to changes in standards or conditions affecting or affected by the
lmprovements. Said failure shall not otherwise affect the validityof this agreement orSubdivider's
obligations hereunder. The City may use the Securities to construct the improvements or portions
thereof at the City's sole discretion.
5.2 lnspection. Subdivider shall at alltimes 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. lf the City Engineer or the designated representative
determines that the work has been completed in accordance with this Agreement, then the city
Engineershall certify the completion of the public improvements tothe 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 lmprovement 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. ln 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 lmprovements. 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 lmprovements that remain
incomplete at the time of the extension, and to provide warranty security on completed
lmprovements, as determined by the City Engineer.
9. Survev 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 monumenls set in public streets.
10. Final AcceDtance of lmDrovements/Notice of Com oletion.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 inspectthe lmprovements. lf the lmprovements 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,
hereinaftel the City Engineer shall recommend acceptance of the lmprovements by the City Council
11. lniurv to lmprovements. Untilsuch time as the Public lmprovements 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 lmprovements 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 thereol 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 lmprovements 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 lmprovements 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 surveyoi as appropriate for the
improvements thereon, who is licensed to practice in California, and the plans shall be resubmitted to
the City Engineer.
1.3. lmprovement Warrantv Subdivider hereby guarantees the lmprovements to City for a period of one
(1) year, beginning on the date of final acceptance of the lmprovements 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. lf 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.
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14, Release of Securitv. City shall retain and release securities in accordance with the provisions of
Section 3 of this agreement. Priortothe release ofpayment 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. Citv Risht to Cure. lf 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
defau lt 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. ln 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.
1.6. lniurv to Public lmorovements. Public Prooertv or Public Utilitv 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 thereol
or the State of California, or any a8ency 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, ofthe City Engineer.
1.7. lndemnification.
a. Neither City nor any and all of its officials, employees and agents ("lndemnified Parties") shall be
liable for any iniury to persons or property occasioned by reason of the acts or omissions of
5ubdivider, its agents or employees in the performance of this Agreement. Subdivider further agrees
to protect and hold harmless lndemnified Parties form any and all claims, demands, causes of action,
liability or loss of a ny sort, includinB, but not limited to, attorney fees and litigation expenses, because
of, or arising out of, acts or omissions of Subdivider, its aBents 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 desiBn of construction of the lmprovements. 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 adiacent 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 lmprovements 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
lmprovement 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
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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 ("lndemnified Parties"), by virtue of city's approval of
the plan or design of the tmprovements, including without limitation the protections and immunities
afforded by Government code Section 830.6. The lmprovement security shall not be required to
cover the provisions of this paragraph.
1.8. lnsurance.
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 lnsurance"). lfany ofthe 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 Liabiliry Occurrence form general liability insurance at least as broad as lnsurance
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 iniury personal
injury and property damage.
18.1.2 Business Automobile Liabiliry Business automobile liability insurance at least as broad as
lnsurance 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
lia bility.
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 lnsured; Separation of I nsureds. 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
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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 ofthe followinS Iso ongoing operations Forms: cc 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 lnsurance 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 lnsurance, except for the professional
Iiability 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 ofsubrogation, but this provision applies regardless ofwhether 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 lnsurance. 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, cerrified copies of all required insurance policies, at any time.
18.7 Term; Cancellation Notice. Developer and its contractors shall maintain the Required lnsurance
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 lf such notice of cancellation endorsements are unavailable, Developer
shall provide such thirty [30) days'written notice of cancellation.
18,8 lnsurer 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-VIll.
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.
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19. No Modification of Conditions. This Agreement shall in no respect act to modify or amend any
provision of the Conditions of Approval. ln 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. Severabilitv. ln 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 Asent of Citv 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, administratoR, 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. ln 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
he reu nder.
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 ofthe
terms of this Agreement.
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L This Agreement constitutes the entire agreement ofthe 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.
lN WITNESS WHEREOE the parties hereto have executed this Agreement as of the day and year first
written above.
CITY: City of Menifee
29844 H uan Rd
Menifee, CA 92585
(95L\672-6777
Armando Villa,anager
ST:
City
FPG Sun Menifee 80, LLC
2127 L Las Rambles Suite 100
Mission Vie,o, CA 92591
Dale
Date
//,/"l/zt 7>By
William R ul
Title: AuthorizedRepresentative
By
Date
Title:
Reviewed and Approved:
I )- ( -)s
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blrlorya
City Engineer Date
t'tl rluttb
to
rl
City A rney Date
72
MICHIGAN NOTARY ACKNOWLEDGMENT
THE STATE OF IVIICHIGAN
COUNTY OF firtta^r9
Acknowledged before me in OA(ulrts County, Michigan, on
(the date), by t^A ?oo,(name of signatory).
rfnf,r
L-
Notary Public Signature
Print Ho^rr"q:€ss
Tile ()r*1,..r?*or*n M*oqr.-
My commission expires:o,llt+ lzo*
Acting in the County o1 SfuPo.l)
E
Lobry tubac oa l'.ldriox
Oaffa,ld Coufit,Eda*tltdfrl
A.rho h tr. CartlU o, ]QA6|GE-
(Seal)
Page 1 of 1
t/19t2023
THIS CERTIFICAYE IS ISSUED AS A IIIATTER OF INFORTIATIOII ONLY AND COI{FERS T{O RIGHTS UPOI{ THE CERTIFICATE HOLDER. THIS
CERTIFICATE OOES NOT AFFIRMANVELY OR NEGATIVELY AIIIENO, EXTEND OR ALTER THE COVERAGE AFFOROEO BY THE POLICIES
BELOW, THIS CERTIFICATE OF IMIURAI{CE DOES NOT CONSTITUTE A CONTRACT B€TWEEN THE ISSUI G INSURER(8), AUTHORIZEO
REPRESEI{TATIVE OR PROOUCER, AND THE CERTIFICAIE HOLDER.
IMPORTANT: ll tho cortifictto holde. lt tn ADOITIONAL INSl,rRED, tho pollcy(lo!) mu.t h.v. ADDITIO}IAL INSURED provliloni or be.ndor.od.
tf sUBROGATTON tS WA|VED, .ubio.t to tho tormt .nd condltlon! of the pollcy, c.rtrln policlot mty r.quito tn qndoEornent A ltrtement on
thas corllficrls dogg not confor to lhe c€rtlllcsto holder ln llou of auch
pRooUcER Lockton Insu.t ancc Brokers.L[,C
CA License #0F15767
777 S. Figuema Street, 52nd l.
l,os Angclcs CA 90017
2t3-6t9-0065
t516384 I.PC Sun Menifee 80 LLC
Woodbridge Pacific Croup l,t,C
27271 Las Ramblas Suitc 100
Mission Viejo, CA 92691
ACoRi}CERTIFICATE OF LIABILITY INSURANCE 5/28i2023,
REVISIO T{UMBER:xx xxCOVERAGES WOOPAOI CERTIFICATENU',BER: I9
CERTIFICATE HOLOER CAiICELLATION Scc A t
@1
IHIS lS TO CERTIFY THAT THE POIICIES OF INSURANCE LISTED BELOW H,qVE BEEN ISSUED TO THE INSURED NAMED A
INDICATED NOTWTHSTANDING ANY REOUIREMENT, TERM OR COND|TION OF ANY CONTRACT OR OTHER DOCUMENT
CERTIFICATE MAY SE ISSUEO OR i'AY PERTAIN THE INSURANCE AFFOROEO 8Y THE POLICIES OESCRIBED HEREIN IS SUBJECT TO ALL THE IERMS,
EXCLUSIONS AND CONOITIONS OF SUCH POLICIES LIMITS SHOIM'I MAY HAVE BE€N REOUCED BY PAID CLAIMS.
BOVE FOR THE POLICY PERIOD
WTH RESPECT IO WH CH THIS
EACH OCCURREIICE-UUEYUfttr'tU-
-elEulE tu84!s)
MEO EXP (,Any m P!!9q_
PERSOMI AADV]NI]Fry
GENER^LAGGREGAIE
PROOIrc'S .
'OMP/oP
AGG
$2,000,000
Excludcd
Excluded
$ t.000,000
$2,000,000
$2,000,000
COTITERCIAL GEN€iAf II,AELITY
I ",^,r" n^o. f] *r^
-Deduqtibleillo,o00
Tr22PWUP,0l485,0l t112022iT ix
x
Xloo.c" iffi E.o.
lorliEi cqtEt{Eo sniotE L[ltrtc. dno
SOOLY INJURY (Pipqrq)
SODIIY iNJLRY (Pr ddent)
FffiRrY 6,u c€-reEEgld_
1,000,000
xxxxxxx
xxxxxxxxxxxxxxxxxxxxx
OWNEOAUIOS ONLY
HIREO
AUIOSONLY
I ersnozt6t5/2077
l
N N I BAs6r283l.]7D AUToIIOEILE UAatLtW
SCHEout€O
AI]TOS ONLY
I
EACIOCCURRENCE r $5,000,000t $5,000.000
r $5.000.000
111/2022
lkod/ Comp Ase
311n0$lr."".r*.*x rxcE3s LraB E cx2022006?,01ll
l,* fl RETENTiONI
\NOCCUR
., IPER I IOTHA ISTATI]TE I IER
q!
E!
EL
EACii ACCIDENI
USEASE . EA EIIPLOYEE
DISEASE . POIIC'I UMII
1,000,000
1,000,000
1.000.000
vroRrGRs coMFEt{stltoN
AIIO EMPLOYEiS' LI,AEILITY
ANY PROPRIETOR/PARTNEREXECUI VE
OFFIC€R/MEMBER EXCL1JOEO?
RIPTION OF OPERATIONS b.Io*
\I
oEsc
WV1,50484970 5nEl2o21 5/28/?021
Each Occ lAsa - 31,000,rn0 00C I 2nd Laycr Lxccss )n/2422 ltrncnsLA22tXSZ09[5WlCNN
oElC&PnO OF OPERAIIOI{a / LOC nO l, VEAC(E tACOiO tol, Adrlloml S.mlt Lt !rd.,mra..lt.h.drnF6.Fc.l.nqoLd)
ITOS CTJXTITTCATI] SUPENSEDES ALL PRIJIIO(ALY ISSUEO CERNIICAIES TOA rlIS HOLDER. APNIC AILE TO NG CAIRIE(S USTID AND TIIE POUCY TER,V(S) R!fIjR€NC!D
Rll Proj.cr tv{.nrf€r80.C,ryofMcnrfccandrl3mayor.counc.omc€rs.agcnts,employces.aridevgnalcdvoluntccBsreAddrtronallnsured{s)[sp.r0Ealtach.d
subroBalron applies as per the attached endors.m.nts or policy langua8c. where allowod by law.
SHOULD AIIY OF THE ABOVE OESCRIBED POLICIES BE CAI{CELLEO BEFOREI}IE EXPIR TIOI{ OAIE IHEREOf, I{OIICE WILL BE OELIVERED IiI
ACCORDAiICE WITTI THE POLICY PROMSIONS.19256994
City of Menifee
Engineering Department
29844 Haun Road
Menifee, CA 92586
ArJtfloMEoREPREErrltwa ///*# /
acoRo 2s (2016/03)Tha ACORO n.m6 and logo are registerod m.rks ol ACORO
CORPORATION. All rights reserved
TNSURER{a} AFfOROIIG COVER GE
t6541
10328
36056
27847
24082
,Texas lnsurance Company
)n12025
t
I
@1",^
Attachment Code: D568466 Master lD: 1516184. Certificate tD:. 19256991
Named lnsured:FPG Sun Menife€ 80 tLC
r6\
loqlw
29844 Haun Road
Menifee,, CA 92586
To whom it may concern:
ln our continuing effort to provide timely certificate delivery, Lockton Companies is transitioning
to pape ess deliuery of Certificates of lnsurance, 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 lD 19256994
. Email: LACertseDelivery@lockton.como Phone: (213) 334- 4569
lf you received this certificate through an internet link where the current certificate is viewable,
we have your email and no further action is needed.
ln 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 obove inbox and phone number is for outomoting electronic delivery of certificotes only.
Pleose do NOT send future cerlificote requests to thts inbox or contoct the phone number below
wlth email updotes.
Thank you for your cooperation and willingness in reducing our environmental footprint.
Lockton Companies
City of Menifee
Engineering Department
Lockton Companies
777 South Figueroa Street Los Angeles, CA 90017
Attachment (--ode: D604153 Certificate lD: 19256994
COMMERCIAL GENERAL LIABILITY
ASG 09 16 05 2l
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
PRIMARY AND NONCONTRIBUTORY
WRAP.UP
This endorsement modifies insurance provided und€r the following:
COMMERCIAL GENERAL LIABILITY COVERAGE PART
The following is added to the Othsr ln3urance
Condition and supersedes any provision to the
contraryl
Primary And Noncontributory ln3uranca
This insurance is primary lo and will not seek
contribution from any other insurance available to
a Named lnsured under this Policy.
This insuranca will also be primary to and will not
seek mntribulion from any olher insurance
available to an additional insured under your policy
provided that:
(l) The additional insured is a Named lnsured
under such olh€, insurance; and
lnclud€s copyraghted materialof lnsurance Services Office, lnc.,
with its permission.
(2) You have agreed in writing in a contract or
agreement thal lhis insurance would be
primary and would not seek contribution
from any other insurance available lo lhe
additional insured.
ASG 09 16 05 2l Page 1 of 1
Attachmenl Code: D6041-53 Certilicate lD: 19256994
Ths following is added to Paragraph 8. Transfor Of
Rights Of Rocovery Against Others To Us of
Section lV - 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
righl of recovery in a wrinen contracl 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.
COMMERCIAL GEI{ERAL LIABILITY
CG 2'r 53 12 19
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
WAIVER OF TRANSFER OF RIGHTS OF RECOVERY
AGATNST OTHERS TO US (WATVER OF SUBROGATTON)
AUTOMATIC
This endorsement modifies insurance provid€d und6r 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
PROOUCTS/COMPLETEO OPERATIONS LIABILITY COVERAGE PART
RAILROAD PROTECTIVE LIABILITY COVERAGE PART
UNDERGROUND STORAGE TANK POLICY DESIGNATEO TANKS
CG 2/t 53 l2 '19 @ lnsurance Services Office, lnc., 2018 Page 'l of I
Allachmenl Code: D604l5l Certificate ID: 19256994
POLICY NUMBER: Tl2'l PWUP-01240-01 COMMERCIAL GENERAL LIABILITY
cG 20 l0 12 l9
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
ADDITIONAL INSURED. OWNERS, LESSEES OR
CONTRACTORS. SCHEDULED PERSON OR
ORGANIZATION
Name Of Addftional lnsured Por8on(s)
Or Organization(3)Location(s) Ot Covered Operations
Those persons or organizations lor whom you are
obligaled to provide additional insured status by a
writlen contract executed prior to eny occurrence giving
rise to a claim or "suil"
Please refer to the map of designaled projecl site
endorsement for the projecl located at 36485
Jana Lane, Wildomar, CA 92595
lnformalaon required to complele this Schedule, if not shown above, will be shown in the Declarations
A. Section ll - Who ls An lnsured is amended to
include as an additional insured the person(s) or
organization(s) shown in the Schedule, but only
with respect lo liability tor "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
behatf:
in the performance of your ongoing operations forthe additional insured(s) at the location(s)
designaled above.
However:
1. The insurance afforded to such additional
insured only applies to the extent permitted by
law: and
2. lf coverage provided to the addilional insured
is required by a contract or agreement, the
insurance afforded to such additional insured
will not b€ broader than lhal which you are
required by th€ contract or agreement to
provide for such additional insured.
B. Wth respect to the insurance afforded to these
additional insureds. the following addilional
exclusions apply:
This insurance does not apply to "bodily injury" or
"property damage" occurring afler.
1. All work, including materaals, parts or equipment
furnished in connection with such work. on lhe
project (other than service, maintenance or
repairs) lo be performed by or on behalf of the
additional insured(s) at the location of the
covered operations has been completed, or
2. That porlion oI "your work" oul ol which the
injury or damage arises has been put to ils
intended use by any person or organization
olher lhan anolher conlractor or subcontractor
engaged in performing operations for a
principal as a part ofthe same project.
cG 20 10 ,t2 19 O lnsurance Services Office, |nc.,2018 Page 1 ol2
This endorsement modifies insurance provided under the following
COMMERCIAL GENERAL LIABILIry COVERAGE PART
SCHEDULE
Anachment Code: D604153 Certificate lD: 1925699,1
POLICY NUMBER: Tl21 PWUP-01 240-01 COMMERCIAL GENERAL LIABILITY
cG 20 10 t2 t9
THIS ENDORSEMENT CHANGES THE POLICY, PLEASE READ IT CAREFULLY.
C, Vvith respect io the insurance affordsd to these
additional insureds, the following is added lo
Soction lll - Llmits O( lnauranco:
lf coverage provided to the addilional insured is
required by a contract or agreement, the most we
will pay on behalf of lhe additional insurod is the
amount of insurance:
l. Required by the conlracl or agreement, or
@ lnsurance Services Ofiice, lnc., 20'18 Pege 2 ol 2
2. Available under the applicable limits of
insuran@;
whichever is less.
This endorsement shall not increase lhe applicable
limits of insurance.
cG 20 l0 1219
Attachmeot Code: D604153 Cerrificate ID: 19256994
POLICY NUMBER: TI2I PWUP.O124O.OI COMMERGIAL 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 modifles insurance provided under the following
SCHEDULE
Name Of Additional lnsur€d Person(8)
Or Organization(r)Location And DeEcription Of Completed Operations
Those persons or organizations for whom you are
obligated to provide additional insured status by a
written contract executed prior to any occurrsnc6
giving rise to a claim or "suit".
Please refBr to the map of designated project site
endorsement for lhe project located al 36485
Jana Lane. Wildomar. CA 92595
lnformation required lo complele this Schedule, if not shown above, will be shown in the Declaralions.
A. Section ll - Who lE An lnaured is amended to
include as an additional insured the person(s) or
organization(s) shown in lhe 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 pertormed lor that
additional insured and jncluded in the "producls-
completed operations haza(d".
However:
1. The insurance afford€d to such additional
insured only applies lo lhe extent permitted by
law, and
2. lf coverage provided lo the additional insured
is required by a contracl or agreement, the
insurance afforded to such additional insured
will not be broader than that which you are
required by lhe contract or agreemenl to
provide for such additional insured.
B- With respect to the insurance afforded to these
addilional insurods, lh€ following is added to
Section lll - Limit8 Of lnsurance:
lf coverage provided to the additional insured is
required by a contract or agreement, the most we
will pay on behalf ofthe additional insured is the
amount of insuranc€:
1 . Required by the contract or agreementi or
2. Available under the applicable limils of
insurance:
whichever is less.
This €ndorsement shall nol increase the applicable
limits of insurance.
@ lnsurance Servic€s Office, |nc.,2018 Page I of 2
COI\,IMERCIAL GENERAL LIABILITY COVERAGE PART
PRODUCTSiCOMPLETED OPERATIONS LIABILITY COVERAGE PART
cG 20 37 1219
Attachment Code: D604153 Certilicate ID: 19256994
POLICY NUMBER: Tl21 PWUP-o1 2/10-01
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
COMMERCIAL GENERAL LIABILITY
cG 20 37 t2 t9
cG 20 37 r2 19 @ lnsurance Services Oflice, lnc., 2018 Pago 2 of 2
Anachmcnr Code: D604153 Certificate ID: 19256994
PoLICY NUMBER: TI2IPWUP-01 240-01 COMMERCIAL GENERAL LIABILITY
cG 20 l212 l9
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
ADDITIONAL INSURED . STATE OR GOVERNMENTAL
AGENCY OR SUBDIVISION OR POLITIGAL
SUBDIVISION PERMITS OR AUTHORIZATIONS
This endorsement modifies insuranco provided under the following:
COMMERCIAL GENERAL LIABILITY COVERAGE PART
SCHEDULE
State Or Govemmental Agency O? Subdivision Ot Political Subdivision:
Those persons or organizations for whom you are obligated to provide additional insured status by a wrilten
contract execuled prior to any occurrence giving rise to a claim or "suit",
if
A. Section ll - Who ls An lnsur€d is amended to
include as an additional insured any state or
governmental agency or subdivision or political
subdivision shown in th€ Schedule, subjecl to the
following provisions:
l. 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 permilted
by law; and
b. If covera0e provided to the additional
insured is required by a contracl or
agreement, the insurance afiorded to such
additional insured will not be broader than
that which you are required by the contracl
or agreement to provide for such addilional
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
govemmenl, state or municipality; or
b "Bodily injury" or "property damage" included
wilhin the "producls-completed operalions
hazard".
L With respect to the insurance afforded to th€se
additional insureds, th€ following is added to
Secfion lll - Limits Of lnsurance:
lf coverage provided lo lhe additional insured is
required by a contract or agreement, the most we
will pay on behalf of the additional insured is the
amounl of insurance:
'l. Required by the mntracl or agreement; or
2. Available under lhe applicable limils of
insurance;
whichever is less.
This endorsement shall not increase the applicable
limils of lnsurance
cG 20 12 12 19 @ lnsurance Services Ofllce, lnc., 2018 Page I of 1
lmprovement Construction Cost Estimates
EXHIBIT "A"
CITY OF MENIFEE ENGINEERING DEPARTMENT
CONSTRUCTION COST WORKSHEET
OFFSITE EVANS ROAD (STREET&SD)
PARCEL MAP OR TRACT [/IAP NO 36803 7t2012022DATE
IP:rP21-013SSD
APPROVED
COST
ESTIMATE
9t28122E.5.
IMPROVEMENTS
FAITHFUL PERFORMANCE
SECURITY
(100o/" of Estimated
Construction Costs)
MATERIAL & I.ABOR
SECURITY
("50% of Estimated
Construction Costs)
StreeyDrainage $
'Flood Control S
Dom V\ltr EMI iD $
nec Yvtr E ffi- $
Sewer e|ttrtD S
Total
Warranty Retention (10%)
'1,540,231.69 $
$
$
$
$
$
$
$
$
$
$
$
1,540,000.00
0.00 0.00
0.00 0.00 0.00
0.00 0.00 0.00
0.00 0.00
1,s40,231.69 r,540,000.00 770,000.00
154,000.00
DESIGN ENGINEER'S CALCUTATION 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 1 0.3E).
oat29t22
sig Date
RICHARD D REAVES 80614 03t31t23
Name Typed or printed RCE#Exp. Date
Civil Enginee/s Stamp
*Flood Conkol Construction Cost Estimate to be provided by Flood Control District. Provide a copy of
Flood Control District letter stating cost estmate.
clvlL
N 0 60I
R0t tss/
**
or cAt\\
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.
'1 . Quantities are to be taken Irom the lmprovement Plans. lJnit cost are to be as provided on
"City of Menifee lmprovement Requirement Worksheet."
3. For Construction items not covered by "The City of Menifee lmprovement Requirements Worksheef',
Design Engineer is to provide his opinion of construction cost and use that cost. lf City of [renifee
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
08t30t2022
RECEIVED
770,000.00
0.00
0.00
0A/t
-. PLEASE READ INSTRUCTIONS BELOW *'
CITY OF MENIFEE ENGINEERING DEPARTMENI
IMPROVEMENT REQUIREMENT WORKSHEET
STREET AND DRAINAGE IMPROVEI{ENTS
Sign & Post
Sign
ITEM OUANTIry UNIT UNIT
COST
Ai,4OUNT
SF
CY
c.Y
TON $
50.00
773.162.50$25.00 $
0.40 $
$
$
$
$2.AO $
143,178.24
C,Y
C,Y
C,Y
0.00
200,403.72
0.00
0.00
S,Y
S,Y $
$
$
$0.60
800
600.00
1.00
$
$
3.00
0.90
315.60
$
$
$
$
$
$23.560.00
3.549.00
4,261.50
1,374.51
985.00
14,770.O0$L,F
L,F
S,F
14.00
8.00
$
s
$
$
6.00
5.000.00EA
400.00$
3,120.00
$
$
$
$
34I22.00
30,000.00
400.00
Rip Rap ( 1/4 Ton ) Methob B ( 1 .9 tons /CY)
'18" R.C.P. round, arch or elliptical
lf export, provide (a.)&(b ) a = fill, b = cul - fill
lf import, provide (a)&(c), a = cut, c = fll , cul
(Unit costs for (a),(b), & (c) are 20% ofactual costs
to assure that work will be corrected to eliminate
61.8s3
30,927
c.Y
Curb and Gutter (Type 4-6)
A. C. Overside Drain
Thickness in Feet =125
Thickness in Feet (0.33'min.) =0.5
2,8U
ROAOWAY SECTION 1
Excava
(c.) lmport and Fill
Asphalt Concrete (144 lbs/cu.fr)
C. Dike (6"Xincl. material & labor)
(b-) Excavate and Export
Agg Base Class ll
Street Lighls (including conduit)
Grinding A.C. , in place
Remove A.C. Pavement
Remove A.C. Dike
AC oveday (min. 0.10')
526
5,737
390
1,055
4,735
1 ,'t 83
2,945
100
P.C.C. Sidewalk
(a.) Excavate and Fill
Cut OfiWall ( Std 2')
2. Projects without a crading Plan
Road arca and side slopes to daylight
Cut (c) =
Fill (0 =
Ton
L,F,
1. Projects with Grading Plan for Roadway
Area x 0.50'(hinge point to hinge point)
pGphalt Emulsion (Fog Seal/Paint Binder)
Sawcut Exist. A.C. Pavement 985
36" R.C.P. round, arch or elliptic€l
Headwallfor 36" 0r smaller storm drain
SIGNI}IG, STRIPING AND SIGNALS
Manhole No. 2
6" Thermoplastic Bike Lane Stripes
8" Thermoplastic Channelizing Line
lvlarking
lnslall Sign ( Slrap and Saddle Bracket Method)
1
$
$
$
$
$
$
$
$
$
8
I
EA.
EA,
500.00 $
80.00 $
113.00 $
'r78.00 $
6,500.00 $
3,500.00 $
0.63 $
$0.78
$
150.00 s
200.00 $
200.00
EA,
EA
C,Y
EA
L,F
L,F
1,350.00
500.00
3,500.00
80.00
6,500.00
8.s88.00
17,800.00
2,376.00
7122
'1,366
1,056.0
I
1,600.00
1,800.00
4,864.86
1,065.48
Subtotal 1,2E3,526-1,1$
B Administrative Contingency (20% x A)256,705.28$
c Clvl - lnspection - LC (8%)102,682.11s
D Stroote/Drainags Total (A + B)1,540,231.69$
BOND AMOUNT FOR RECORDATION PRIOR TO
HAVING SIGNED PLANS
( oRD.460, SEC. 10.3E)
E 20%x C 0.00$
Streetg/Drainags TotEl (D + E)1,540,231.69$
1.10 $
90.00 $
c.Y. $
L,F,
6
DRAINAGE
1 C,Y,
1
1
s
L,F,
L,F,
$
$EA.
I
CIry OF MENIFEE ENGINEERING DEPARTMENT
COST ESTIMATE CALCULATION SHEET
PARCEL MAP OR TRACT NO
PP. CU. PU, MS OR VL NO,
36803 SCH 7t20t2022
l. Streets/Drainage (Line C ftom Street lmprovement Calculations)$ '1,540,231.69
ll. Domestic Water (Line C from Domestic Water lmprovement Calculations)$0.00
lll. Recycled Water (Line C from Recycled Water lmprovement Calculations)$0.00
lV. Sewer (Line C from Sewer lmprovement Calculations)$0.00
Total $0.00
INSPECTION DEPOSIT CALCULATION
StreeVDrainaoe
NOTE: Use 3% for lnspection $ 46,206.95
DATE:
IMPROVEMENT COSTS (lncluding Contingencies)
ENG/PW
City of Menifee
08130t2022
RECEIVED
oFFS|TE HOLLANO ROAD (STREET&SO)
PARCEL MAP OR TRACT MAP NO. 36803
CITY OF MENIFEE ENGINEERING DEPARTMENT
CONSTRUCTION COST WORKSHEET
DATE:
IP:
7 t20t2022
tP21-0135SD
APPROVED
COST
ESTIMATE
9128t22E.5.
IMPROVEMENTS
FAITHFUL PERFORMANCE
SECURIIY
(1000/6 of Estimated
Construction Costs)
MATERIAL & LABOR
SECURITY
(-50% of Estimated
Constructaon Costs)
StreeyDrainage $
'Flood Control $
Oom Y\rlr EMWD $
Rec Wlr EMWD SSewer glrfWO S
r,554,935.32 $
$
$
$
$
$
$
$
$
$
$
$
$
1,555,000.00 777,500.00
000 0.00 0.00
000 0.00 0.00
0.00 000 0.00
000
Total
Warranty Retenlion ( 100,6)
1,554,935.32
DESIGN ENGINEER'S CALCULATION OF IMPROVEMENT BONOING COSTS
Construc{ion items and their quantities, as shown on the attached sheets, are a@urate lor lhe improvements
requared to const.uci the above project and the malhmatical extensions, using City,s unit
costs, a.e accurate for determining bonding costs
Above amounts o do . do not include additional 20016 for recordation prior to having signed plans
(Ordinance460, Seclion 1 0.3E).
08t29t22
sig re
0.00 0.00
777,500.00
Date
80614RICHARD D REAVES o3t31t23
RCE#Exp. Date
Civil Enginee/s Stamp
'Flood Control Construction Cost Estimate to be provided by Flood Control Distric{. Provide a copy ol
Flood Control Districl letter statang cost estmate.
NO 806r4
DA/t
*
0l CAt[
RO S5!
2. Show Performance Bond Amounts to the nearest $500.00. Material and Labor Bond Amounts are 50%
of Performance Bond Amountss "100% for Flood Conlrol alems.
1 . Quantities are to be laken from the lmprovement Plans. unil cosl are to be as provided on
"City of Menifee lmprovement Requiremenl Worksheet."
3. For Construstion items not covered by ''The City ol Menifee lmprovement Requirehenls Worksheet",
Design Engineer is to provide his opinion of conslruclion cost and use that cost. lf City of Menilee
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.
1,555,000.00
155,500.00
Name Typed or printed
* PLEASE READ INSTRUCTIONS BELOW "'
OUANTITY UN IT UNIT
COST
AMOUNT
ROAOWAY SECTION 1 38,440
Excavation
1. Projects with Grading Plan for Roadway
Area x 0.50'(hinge point to hinge point)19,220 $25.00 $480.500.00
2. Projects without a Grading Plan
Road area and side slopes to daylight
Cul (c) =
Fill (f) =
$0.40 $0.00
lfbalance, provide (a.) only, either cut or fill
lf export, provide (a.)&(b.) a = fi ll, b = cut - fill
lf import, provide (a)&(c), a = cut, c = fill - cut
(Unit costs for (a),(b), & (c) are 20% ofactual cosls
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.) lmport and Fill C.Y $2.80 s 0.00
Asphalt Concrete (144 lbs/cu.fl)
Thickness in Feet (0.33'min.) =
1,384
05
TON $90.00 $124,545.60
Agg Base Class ll
Thickness in Feet =
1,661
1.167
C,Y $50.00 $83,073.11
Asphalt Emulsion (Fog SeauPaint Binder)
Sawcut Exist. A.C. Pavement
1.4
1,037 $
600.00
1.00
$
$
a54.22
1,037.00
Cold Plane A.C. Pavemenl S,F $0.50 $0.00
Grinding A.C- , in place 709 $0.60 $425.40
Remove A.C. Pavement 1,859 $8.00 $14,872.00
Remove A.C. Dike 513 L,F $3.00 S 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 $6.00 $31.302.00
ADA Access Ramp (W new conslruction)1 $1,500.00 $1.500.00
Relocate Power Pole 1 $10,000.00 $10.000.00
St.eel Lighls (including conduit)EA $5,000.00 $25,000.00
DRAINAGE
36" R.C.P. round, arch or elliptical 1070 L,F s 178.00 $'t90.460.00
48" R.C.P. round, arch or elliptical 1127 L,F $235.00 $264,845.00
Junclion Structure No. 2 1 EA s 4,500.00 $4,500.00
Manhole No. 2 4 EA s 6,500.00 $26,000.00
lrlanhole No. 3 EA,$2,700.00 s 0.00
lvlanhole No. 4 1 EA,$6.500.00 $6,500.00
Struclural Reinforcement Concaete 1 s 400.00 $400.00
Headwall for 48" or smaller slorm 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
Street Name Sign 1 $275.00 s 275.00
Subtotal $I ,295,779.43
B,Adminislrative Contingency (20% x A)$259,155.89
c CM - lnspeclion - LC (8%)$103,662.35
D Streets/Drainage Total (A + B)$1,554,935.32
AOND AMOUN I I-OR REUORDAIION PRIOR IO
HAVING SIGNED PLANS
( oRD.460, SEC. 10.3E)
20o/. x C $0.00
F Strsetslo.ainags Total (D + E)$1,554,935.32
CITY OF MENIFEE ENGINEERING DEPARTMENT
IMPROVEMENT REQUIREMENT WORKSHEET
STREET AND ORAINAGE IITIPROVEiI|EITS
tTEi.4
fl
Ton
L.F.
S,F
EA,
EA,
EA.
E
PARCEL MAP OR TRACT NO
PP, CU, PU, MS OR VL NO,
CIry OF MENIFEE ENGINEERING DEPARTMENT
COST ESTIiIATE CALCULATION SHEET
36803 SCH DATE 6t212022
IMPROVEI\rENT COSTS (lncluding Contingencies)
L Streets/Drainage (Line C from Street lmprovement Calculations)$ 1,554,935.32
ll. Domestic Water (Line C from Domestic Water lmprovement Calculations)$0.00
lll. Recycled Water (Line C from Recycled Water lmprovement Catcutations)$0.00
lV. Sewer (Line C from Sewer lmprovement Calculations)$0.00
Total $ 1,554,935.32
IN T N
NOTE: Use 3% for lnspection $ 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:7119t2022
tP2t -0135
IMPROVEMENTS
FAITHFUL PERFORMANCE
SECURITY
(100% of Eslimated
Construction Costs)
MATERIAL & LABOR
SECURITY
(*50% of Estimated
Construclion Costs)
StreeuDrainage $
'Flood Control $
Dom V\,/tr EMWO $
nec wt. E W6- $Sewer EllrWO S
690,061 60 690,000 00 $
$
$
$
345,000.00
0.00 0.00 0.00
000 000 000
000 0.00 000
0.00 0.00 0.00
Total
Warranty Retentaon ('10%)
690,051.50
DESIGN ENGINEER'S CALCULATION OF IMPROVEMENT BONDING COSTS
Construclion items and their quantities, as shown on the attached sheets, are accurate tor the improvements
required to construct the above project and the mathmatical extensions using City's unil
costs, are accurale for determining bonding costs
Above amounts o do . do not include additional 20% for recordation pdor to having sagned plans
(Ordinance460, Seclion 1 0.3E).
Dale
RICHARD REAVES 80614 03t31t23
Name Typed or printed RCE#Exp. Date
Civil Engineeds Stamp
'Flood Control Construclion Cost Estimate to be provided by Flood Control Districl. Provide a copy of
Flood Control Districl letter stating cost eslmate.
$
$
345,000.00
S NO
DA lt
8061 4
tR0!
,l cAt[
2. Show Performanc€ Bond Amounts to the nearest $500.00. Materialand Labor Bond Amounts are 500/6
of Performance Bond Amountss. "100% for Flood Controlitems.
1 . OuanUties are lo be taken hom the lmprovement Plans. Unit cost are to be as provjded on
"City of Menilee lmprovement Requirement Worksheet."
3. For Construction items not covered by "The City of Menifee loprovement Requirements Worksheet",
Design Engineer is to provide his opinion of construclion cost and use that cosl. lf City of Menifee
Unit Costs are determined to be too low, in the opinion ofthe design engineer, the higher costs as
provided ineer should be usedthe Des E
IP:
690,000.00
69,000.00
o7t20t22
tSS/(t\
CITY OF MENIFEE ENGINEERING DEPARTMENT
IMPROVEMENT REQUIREMENT WORKSHEET
STREET AND DRAINAGE IMPROVETIIENTS
OUANTITY UNIT UNIT
COST
AMOUNT
ROADWAY SECTION 1 31 603 SF
Excavatroo
1. Proiects with Grading Plan for Roadway
Area x 0.50'(hinge poinl to hinge point)15,802 C,Y $395,037.50
2. Projects without a Grading Plan Cut (c) --
Fill (0 =Road area and side slopes lo
lf balance, provide (a.) only, either cut or lill
lf export, provide (a.)&(b.) a = fill, b = cut - fill
lf import, provide (a)&(c), a = cut, c = fll - cut
(Unit costs for (a),(b), & (c) are 20% ofaclual costs
to assure that work will be corrected to eliminate
hazardous conditions.)
(a.) Excavate and Fill C.Y $0.40 $0.00
(b.) Excavate and Export C.Y $1 .10 $0.00
(c.) lmport and Fill c.Y s 2.80 $0.00
Asphalt Concrete (144 lbs/cu.fl)751 TON $90 00 $67,579.86
Thickness in Feet (0.33'min.) =0.33
Agg Ease Class ll 585 C.Y $50 00 $29.262.04
Thickness in Feet =05
Emulsion (Fog Seal/Paint Binder)Ton S 600 00 s 702.29
Remove A.C. Dike 205 L,F $3.00 $615 00
Remove Barricade 74 LF S 10.00 s 740 00
Curb and Gutter (Type A-6)1,253 L.F s 14 00 s 17,v2.00
A.C. Dike (6")(incl material & labor)81 L,F $800 $648.00
P.C.C Sidewalk 6.833 s.F $6.00 $40,998.00
P.C C. Dnveway Approach 172 SF $800 $1,376.00
ADA Access Ra (w/ new construction)2 EA s 1,500 00 3,000.00
Pipe Gate 1 EA $1 000 00 s 1,000.00
Streel Lights (includ conduii)3 EA s 5.000.00 s 15.000.00
4U LF s 0.55 $238.70
120 SF s 3.61 $433.20
EA s 50 00 s 50.00
EA s 215 00 S 275.OO
EA $150.00 $150.00
EA $250 00 $250 00
EA $150 00 $150.00
EA,$3.75 s 3.75
Subtotal $575,051.33
Administrative Contingenry (20% r A)$115,01027
c CM - lnspection - LC (8%)s 46.004.11
D Streets/Orainago Total (A + B)$690,061.60
BOND AMOUNT FOR RECORDATION PRIOR TO
HAVING SIGNED PLANS
( oRD.460, SEC. 10.3E)
$0.00
StrsstdDrainago Totsl (O + E)$690,061.60
SIGNING, STRIPING ANO SIGNALS
6" Painted Double Solid Stripes
Thermoplastic Pavemenl Nlarkings
Remove, Sign, Salvage
Skeet Name
lnstall n St.ap and Saddle Brackel Method)
Stop Sign & Posl
sgn
Pavemenl Marker, Refleclive
25.00 $
I c.Y. Ir;I
1.2
T
1
1
1
1
1
ITEM
r
lAlB
CIry OF MENIFEE ENGINEERING DEPARTMENT
COST ESTIMATE CALCULATION SHEET
36803 SCH 7t1912022
IMPROVEMENT COSTS (lncluding Contingencies)
l. Streets/Drainage (Line C from Street lmprovement Calculations)$ 690,061.60
ll. Domestic Water (Line C from Domestic Water lmprovement Calculations)$0.00
lll. Recycled Water (Line C from Recycled Water lmprovement Calculations)$0.00
lV. Sewer (Line C from Sewer lmprovement Calculations)$000
Total $0.00
INSPECTION DEPOSIT CALCULATION
Street/Drainaoe
NOTE: Use 3% for lnspection $ 20.701.85
PARCEL MAP OR TRACT NO,
PP, CU, PU, MS OR VL NO,
DATE
COST ESTIMATE
APPROVED FOR
BONDS 10t25t22E.5CITY OF MENIFEE ENGINEERING OEPARTMENT
CONSTRUCTION COST WORKSHEET
oFFSrrE CORSON AVE (REC WATERTDOtyt WATER)
PARCEL MAP OR TRACT MAP NO 36803 DATE: 1012512022
IP lP21{i3l,J Corson Ave.
II\,,!PROVEIMENTS
FAITHFUL PERFORMANCE
SECURIry
(100% of Estimaled
Construction Costrs)
MATERIAL & I-ABOR
SECURITY
("50% of Estimated
Construction Costs)
StreeuDrainage $
'Flood Control S
Dom Wtr EMI,A/D $
Rec wtr E ffi- $
Sewer efvrWO S
378.00--------66d
0.00 0.00 $
$
$
$
$
$
000
0.00 000 0.00
61.702.80 61,500.00 30,750.00
500.00 250.00
500.00
Total
Warranty Retention (! 0olo)
62,800.80 $
$
62,s00.00 3't,2s0.00
6.250.00
DESIGN ENGINEER'S CALCUTATION OF IMPROVEMENI 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 1 0.3E).
frffiar^-.s 10-25 22
Signatu16 Date
RICHARD REAVES 80614 03-31-23
Name Typed or printed RCE#Exp. Date
Civil Enginee/s Stamp
*Flood Control Construction Cost Eslimate to be provided by Flood Control District. Provide a copy of
Flood Control Oistrict letter stating cost estmate.
* tro. Soot + '
0A/t
!R0t Iss/
,T CALf
2. Show Performance Bond Amounts to the nearest $500.00. Material and Labor Bond Amounts are 50o/o
of Performance Bond Amountss.'*100% for Flood Control items.
1 . Ouantities are to be taken from the lmprovement Plans. Unit cost are to be as provided on
"City of Menifee lmprovement Requirement Worksheet."
3. For Construction items not covered by "The City of Menifee lmprovement Requirements Worksheet",
Design Engineer is to provide his opinion of construction cost and use that cost. lf City ol Menifee
Unit Costs are determined to be too low. in the opinion ol the design engineer, the higher costs as
provided by the Design Engineer should be used.
250 00
:
,
'" PLEASE READ INSTRUCTIONS BELOW -'
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
L.F
25.00 $875.00
$30.00 $2,100.00
8" Waterline PVC C-900 DR-18 638 L.F s 35.00 $ 22,330.00
4" Gate Valve RS
6" Gate Valve RS
6" Fire Hydrant (Standard)
4" Service Connection ( No Meter)
1 EA 715.00
$830.00
$
$
715.00
830.00
$4,000.00
1 EA
EA1 $ 4,000.00
$ 4.500.00
$250.00
$35.00
$5.00
$9,000.00
8" Hub Elbow 1 EA $250.00
$70.00
$5.00
6" Hub Elbow
4" Hub Elbow
12"x8" Reducer
8"x6" Reducer
2" Water Meter
6" DCDA
3" Backflow
8"x8"x6" Flanged Tee
6"x6"x4" Flanged Tee
2 EA
1
1
1
EA
EA $772.00 772.OO
EA
EA
EA
EA
$572.00
$300.00
3.200.00U
$ 3,000.00
$572.OO
$300.00
3,200.00$
$3,000.00
$1,800.00
$1,000.00
1
1
,|
2
EA $ 1,800.00
EA $ 1,000.00
l\4iscellaneous Fittings EA u 300.00 $600.00
Subtotal $ 51,4i9.00
B Administrative Contingency (20% x A)$ 10,283.80
Water Total (A + B)$ 61,702.80
BOND AMOUNT FOR RECORDATION
PRIOR TO HAVING SIGNED PLANS
( oRD.460, SEC. 10.3E)
21o/o x C $0.00
E Water Total (C + D)$ 61,702.80
2 EA.
l
,|
,|
D,
r--------lu.
CITY OF MENIFEE ENGINEERING DEPARTMENT
II\iIPROVEMENT REQUIREMENT V1/ORKSHEET
RECYCLED WATER IMPROVEMENTS
tTE tv!OUANTITY UNIT UNIT
COST
2" Landscape Meter 1 EA,$315.00 $315.00
Subtotal 315.00
B Administrative Contingency (20% x A)$63 00
u Water Total (A + B)$378.00
BOND AMOUNT FOR RECORDATION
PRIOR TO HAVING SIGNED PLANS
( oRD.460, SEC. 10.3E)
D 20%xC 0.00
E Water Total (C + D)$378.00
AMOUNT
CITY OF MENIFEE ENGINEERING DEPARTMENT
IIUPROVEMENT REOUIREMENT WORKSHEET
SANITARY SEWER IMPROVEMENTS
ITEM QUANTITY UNIT UNIT
cosr
AMOUNT
Adjust [il.H. to grade 1 EA $500.00 $500.00
$$0.00
$$0.00
$$0.00
$0.00
$0.00
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 2oo/o x C $120.00
SeYver Total (C + D)$720.OOE,
CITY OF MENIFEE ENGINEERING DEPARTMENT
COST ESTIMATE CALCULATION SHEET
PARCEL MAP OR TRACT NO
PP, CU, PU, MS OR VL NO,
36803 SCH DATE 10t25t2022
IMPROVEMENT COSTS (lncluding Contingencies)
l. Streets/Drainage (Line C from Street lmprovement Calculations)$0.00
ll. Domestic Water (Line C from Domestic Water lmprovement Calculations)$ 61,702.80
lll. Recycled Water (Line C from Recycled Water lmprovement Calculations)$378.00
lV. Se\,r,/er (Line G from Sewer lmprovement Calculations)$600.00
Total $ 62,680.80
INSPECTION DEPOSIT CALCULATION
Street/Drainaoe
NOTE: Use 3% for lnspection $ 1,880.42
COST ESTIMATE
APPROVED FOR
BONDS 10t25t22E.5CITY OF MENIFEE ENGINEERING DEPARTMENT
CONSTRUCTION COST WORKSHEET
OFFSITE EVANS ROAD (REC WATER/OOM WATER)
36803 DATE: 1012512022
IP
IMPROVEiJlENTS
FAITHFUL PERFORMANCE
SECURITY
(100% of Estimated
Conskuction Costs)
MATERIAL & LABOR
SECURITY
(*'50% of Estimated
Construction Costs)
StreevDrainage $
*Flood Conkol $
Dom V\,itr EMWD $
necwt, E ffi- $
Sewer grr,rWO S
Total
Warranty Retention (1070)
49I42.40
'118,878.00
0.00
000
49,500.00
119.000.00
500.00
169,000.00
0.00 !
$
$
$
$
$
$
000
0.00 000
24.750.00
59,500.00
720 00
't69,040.40
250.00
$84,500.00
16,900.00
DESIGN ENGINEER'S CALCULAIION 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'l 0.3E).
10-)5-2?
Signatu Dale
RICHARD REAVES 80614 03-31,23
Name Typed or printed
Civil Enginee/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.
NO. 80614 '/,
clvt!
LD
!rt 0f
_b'
I tS5/!R0
*
CAt\
2. Show Perlormance Bond Amounts to the nearcst $500.00. Material and Labor Bond Amounts are 50%
of Performance Bond Amountss. "100% for Flood Conkol items.
1 . Quantities are to be taken from the lmprovement Plans. unit cost are to be as provided on
"City of Menifee lmprovement Requirement Worksheet."
3. For Construction items not covered by "The City of Menifee lmprovement Requirements Worksheet",
Design Engineer is to provide his opinion of construction cost and use that cost. lf 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.
PARCEL MAP OR TRACT MAP NO,
lP21{13U Evans Road
6ffi"o^-A
RCE#Exp Date
." PLEASE READ INSTRUCTIONS BELOW -'
CIry OF MENIFEE ENGINEERING DEPARTMENT
IMPROVEMENT REQUIREMENT WORKSHEET
OOMESTIC WATER IMPROVEMENTS
ITEM QUANTITY UNIT UNIT
COST
4" Waterline PVC C-900 DR-18 33 L,F $25.00 $825.00
6" Walerline PVC C-900 DR-18 68 L,F $30.00 $2,040.00
S" Waterline PVC C-900 DR-18 1 35 L,F $35.00 $4,725.OO
4" Gate Valve RS 1 EA $715.00 $715 00
6" Gate Valve RS 1 EA $830.00 $830.00
8" Gate Valve RS I EA $1,340.00 $1.340.00
2" Service Connection ( No Meteo 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 I EA $200.00 $200.00
Removal of Blowoff 1 EA $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
EA
$
$
772.OO $772.OO
1,700.00,1 1,700.00
1.5" Water meter 2 EA $260.00 $520.00
2" Water Meler 2 EA 300.00 $600.00
6" DCDA 1 EA $3,200.00 $3,200.00
3" Backflow 1 EA $3.000.00 $3,000.00
2" Backflow 1 EA $2,000.00 $2.000.00
1.5" Backflow 2 $1,000.00 $2,000.00
6"x6"x4" Flanged Tee 1 EA s '1,000.00 $1,000.00
Miscellaneous Fittings EA $300.00 $600.00
Su btotal $ 4i,202.00
B Administrative Contingency (20% x A)$8,240.40
Water Total (A + B)$ 49,442.40
BOND AMOUNT FOR RECORDATION
PRIOR TO HAVING SIGNED PLANS
( oRD.460, SEC. 10.3E)
D $0.00
E Water Total (C + D)$ 49,442.40
AMOUNT
!9S!Sp
EA,
CITY OF MENIFEE ENGINEERING DEPARTIVIENT
IIV!PROVEIVIENT REOUIREI/ENT WORKSHEET
RECYCLED WATER IMPROVEMENTS
ITEI\,I QUANTITY UNIT UNIT
cosT
AMOUNT
'l2" Waterline PVC C-900 DR-18 Purple 1,316 L,F $55.00 $ 72,380.00
6" Gate Valve RS
'12" Gate Valve RS
6" Blowoff
2
1
2
EA,$830.00 $1,660.00
EA,$ 2,300.00 $ 2,300.00
EA $ 4,000.00 $ 8,000.00
1" Air and Vacuum Valve
EA
2,400.00 $2,400.00
$2,780.00 2.780.002" Service Connection ( No Meter)
Removal of Blowoff I
1
EA, $500.00 500.00
Join at existing end of 12" pipe EA $ 2,000.00 $2,000.00
1" Backflow Preventer
l\,liscellaneous Fitting
1 EA $ 3,000.00 s 3,000.00
'10 EA s 120.00 1,200.00
'1" Landscape Meter 1 EA $315.00 $315.00
6"X'12" Flanged Tee
'12" End Cap
EA $ 1,200.00 $2,400.00
1 EA $130.00 $130.00
Subtotal $ 99,065.00
Administrative Contingenry (20% x A)$ 19,813.00
Water Total (A + B)s r18,878.00
BOND AMOUNT FOR RECORDATION
PRIOR TO HAVING SIGNED PLANS
( oRD.460, SEC. 10.3E)
2io/o x C $0.00
E Water Total (C + D)$ 118,878.00
1
1EA,$
lalalcIlo
CIry OF MENIFEE ENGINEERING DEPARTMENT
IIVIPROVEMENT REQUIREMENT WORKSHEET
SANITARY SEWER IMPROVEMENTS
tTEtvt UNIT
COST
AMOUNT
Adjust [I.H. to grade 1 EA $500.00 $500.00
$$0.00
$$0.00
$$0.00
$$0.00
$$0.00
Subtota I $500.00
B Administrative Contingenry (20% x A)$100.00
c Sewer Total (A + B)$600.00
BOND AMOUNT FOR RECORDATION
PRIOR TO HAVING SIGNED PLANS
(oRo.460, sEC. 10.3E)
D 20%xC S 120.00
E SerYer Total (C + D)s 720.OO
QUANIrY I "'' I
CITY OF MENIFEE ENGINEERING DEPARTMENT
COST ESTIMATE CALCULATION SHEET
PARCEL MAP OR TRACT NO
PP, CU, PU, MS OR VL NO,
36803 SCH DATE 10125t2022
IMPROVEMENT COSTS (lncluding Contingencies)
l. Streets/Drainage (Line C from Street lmprovement Calculations)$0.00
ll. Domestic Water (Line C from Domestic Water lmprovement Calculations)$ 49,442.40
lll. Recycled Water (Line C from Recycled Water lmprovement Calculations)$ 118,878.00
lV. Sewer (Line C from Sewer lmprovement Calculations)$600 00
Total $ 168,920.40
INSPECTION DEPOSIT CALCULATION
StreeuDrainaoe
NOTE: Use 3% for lnspection $0.00
l
COST ESTIMATE
APPROVED FOR
BONDS 10t25t22E.5CITY OF MENIFEE ENGINEERING DEPARTMENT
CONSTRUCTION COST WORKSHEET
OFFSITE HOLLAND ROAD (REC WATER,'DOM WATER,ISEWER)
PARCEL IVIAP OR TRACT MAP NO. 36803 DATE: 10t25t2022
lP21-013U Holland Road
IMPROVEI\,1ENIS
FAITHFUL PERFORI\4ANCE
SECURITY
(100% of Estimated
Construction Costs)
MATERIAL & LABOR
SECURITY
(*50% of Estimated
Conslrudion Costs)
Street/Drainage $
'Flood Control $
Dom VVtr EMWD $
Rec Wtr EMWD $
Sewer E W6- s
$
$
$
$
$
$
$
$
$
$
$
$
$
0.00 0.00
000 0.00 0.00
1 1,000.00
71,500.00
40.500 00
35,750.00
20,2s0.00
5,500.00
Total
Wananty Retention (10%)
122,910.00
DESIGN ENGINEER'S CALCULATION OF IIVlPROVEMENT EONOING COSTS
Construction items and their quantities, as shown on the attached sheets, are accurale for the improvements
required lo conslrucl the above project and the malhmatical eldensions, using City's unit
cosls, are accurate for determining bonding costs
Above amounts o do . do not include additional 20% for recordation prio. to having signed plans
(Ordinanc€460, Section 10.3E).
10-25-22
RICHARD REAVES 80614 03-31-23
RCE#Exp. Date
Civil Engineer's Stamp
"Flood Control Construclion Cost Estimate to be provided by Flood Control District. Provide a copy of
Flood Control Districl letter slatang cost estmate.
61,500.00
re * ro. Boot + '
C/V\L
D t
rt tSS/
,l cAt\\
2. Show Perfo.mance Bond Amounts to the nearest $500.00. Material and Labor Bond Amounts are 50%
of Performance Bond Amountss. *f00% for Flood Control items.
1 . Ouantities are to be taken from the lmprovement Plans. Unit cost are to be as provided on
"City of Menifee Improvement Requirement Worksheet."
3. For Construction items not covered by "The City of Menifee lmprovement Requirements Worksheet",
Design Engineer is to provide his opinion of construction cost and use that cost. lf City of Menifee
Unil 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.
IP:
0.00
11,052.00
7'1,280.00
40,578.00
123,000.00
12,300 00
Date
Name Typed or printed
* PLEASE READ INSTRUCTIONS BELOW *'
CIry OF MENIFEE ENGINEERING DEPARTMENT
IMPROVEMENT REQUIREMENT WORKSHEET
DOMESTIC WATER IMPROVEMENTS
ITEM UNIT
COST
AMOUNT
6" Watedine PVC C-900 DR-18 $30.00 $930.00
6" Gate Valve RS 1 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
Subtotal s 9,210.00
Administrative Contingency (20% x A)$ 1,842.00
Water Total (A + B)
BOND AMOUNT FOR RECORDATION
PRIOR TO HAVING SIGNED PLANS
( oRD.460, SEC. 10.3E)
D 20%xC $0.00
E Water Total (C + D)$ 'l1,052.00
QUANTITY I UNIT
31 L,F,
lrIalc Is r r.o5r.oo
CIry OF MENIFEE ENGINEERING DEPARTMENT
IIV!PROVEMENT REOUIREMENT WORKSHEET
RECYCLED WATER IMPROVEMENTS
ITEM QUANTITY UNIT UNIT
COST
AMOUNT
8" Waterline PVC C-900 DR-18 Purple
4" Gate Valve RS
976
2
L.F
EA
$35.00
$715.00
$ 34,160.00
$1,430.00
8" Gate Valve RS 2 EA
4" Blowoff 2 EA
2" Service Connection ( No Meter)1 EA
1" Backflow Preventer I EA
12"x8" Flange Tee 1 EA
8"x4" Flange Tee 2
$ 1,340.00
$ 3,500.00
$ 2,780.00
2,680.00
$7,000.00
$2,780.00
$
$
1,750.00
3,500.00
$1,750.00
$3,500.00
$ 1,500.00 $3,000.00
1" l\ileter ,|EA.$350.00 $350.00
$50.00 $50.00
$300.00 $2,700.00
8" End Cap
[iliscellaneous Fittings
1
o
EA.
EA
$0.00
Su btotal $ s9,400.00
Administrative Contingency (20% x A)$ 11,880.00
Water Total (A + B)$ 71,280.00
BOND AMOUN I FOR RECORDATION
PRIOR TO HAVING SIGNED PLANS
( oRD.460, SEC. 10.3E)
2O'k x C $0.00
Water Total (C + D)$ 71,280.00
EA,
TAlafcL+
CITY OF MENIFEE ENGINEERING DEPARTMENT
IMPROVEMENT REQUIREMENT WORKSHEET
SANITARY SEWER IMPROVEMENTS
ITEM OUANTITY 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
Subtotal $ 33,815.00
B Administrative Contingency (20% x A)$ 6,763.00
c Sewer Total (A + B)$ 40,578.00
BOND AMOUNT FOR RECOROATION
PRIOR TO HAVING SIGNED PLANS
(oRD.460, SEC. 10.3E)
D 21o/o x C $0.00
E Sewer Total (C + D)s 40,578.00
CIry OF MENIFEE ENGINEERING DEPARTMENT
COST ESTIMATE CALCULATION SHEET
PARCEL MAP OR TRACT NO
PP, CU, PU, MS OR VL NO,
36803 SCH 10125t2022
IMPROVEMENT COSTS (lncluding Contingencies)
l. Streets/Drainage (Line C from Street lmprovement Calculations)$000
ll. Domestic Water (Line C ftom Domestic Water lmprovement Calculations)$ 1 '1,052.00
lll. Recycled Water (Line C from Recycled Water lmprovement Calculations)$ 71,280.00
lV. Sewer (Line C from Sewer lmprovement Calculations)$ 40,s78.00
Total $ 122,9'10.00
INSPECTION DEPOSIT CALCULATION
StreevDrainaoe
NOTE: Use 3% for lnspection $0.00
DATE:
CITY OF MENIFEE ENGINEERING DEPARTMENT
CONSTRUCTION COST WORKSHEET
oNslTE (srREET&SD) (PRIVATE)
PARCEL MAP OR TRACT MAP NO. 36803 5t31t2022DATE
lPi tP21-0145SD
IMPROVE[4ENTS
FAITHFUL PERFORMANCE
SECURIry
(100% ot Estimated
Construction Costs)
MATERIAL & TABOR
SECURITY
(*50% of Estimated
Construction Costs)
4,333,093.73$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
4,333,000.00 2,156,500.00
0.00 000 000
Dom \Mr
Rec Wtr
Sewer
0.00 0.00 0.00
000 000
000 000 0.00
Total
Warranty Retention ('l0o/o)
4,333,093.73 2,'t66,500.00
DESIGN ENGINEER'S CALCUI.ATION 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 1 0.3E).
06t03/22
re Date
RICHARD REAVES 06102t2022
Name Typed or printed RCEf
Civil Engineeis Stamp
'Flood Control Construction Cost Estimate to be provided by Flood Control District. Provide a copy of
Flood Control District letter stating cost estmate.
N0.80614
0
IRoftS-\/
0r clLt\
1 . Quantities are to be taken from the lmprovement Plans. Unit cost are to be as provided on
"City of Menifee lmprovement Requirement Worksheet."
Show Performance Bond Amounts to the nearest $500.00. Material and Labor Bond Amounts are 50%
of Performance Bond Amountss. " 1 00% for Flood Control items
3. For Construction items not crvered by "The City of Menifee lmprovement Requirements Worksheet",
Design Engineer is to provide his opinion of construction cost and use that cost lf City of Menifee
Unit Costs are determined to be too low, in the opinion of the design engineer, the higher costs as
provided ineer should be usedthe Desi nE
StreeuOrainage
*Flood Control
0.00
4,333,000.00
433 300 00
80614
Exp. Date
IL
\
." PLEASE READ
CITY OF MENIFEE ENGINEERING DEPARTMENT
IMPROVEMENT REQUIREMENT \AICRKSHEET
STREET AND ORAINAGE IiTPROVEIIENTS
ITEN!OUANTITY UNIT UNIT
COST
AMOUNT
ROADWAY SECTION 1 168,170 S,F
s 2102.125.00
s 0.00
s 000
Excavati
1. Projects with Grading Plan fo. Roadway
Area x 0 50'(hange point to hinge point)84,085
2. Projects without a Grading Plan
Road area and side slopes to daylight
Cut (c) =
Fill(0 =
lf balance, provide (a.) only, elther cut or fill
lf export, provide (a.)&(b.) a = lill, b = cut - lill
lf import, provide (a)&(c), a = cut, c = fll - cut
(LJnit costs for (a),(b), & (c) are 20016 of actual
costs to assure that work will be corrected to
eliminate hazardous conditions.)
(a.) Excavate and Fill
s 25 00
CY
$0.40
CY
C,Y
(b.) Ej(cavate and Export
(c.) lmport and Fill
Asphalt Concrete ('144 lbs/cu.ff)
Thickness in Feet (0.33'min.) =
Agg Base Class ll
Thickness in Feet =
Asphalt Emulsion (Fog Seal/Paint 8inde4
C,Y $1 10
$
$90.00
50.00
c.Y 0.00
$359,614.73
$155,712.96
3,996
0.33
TON
3,114
05
6.2 Ton $600 00 $3,737.11
ROADWAY SECTION 2 SF
1. Projects with G.ading Plan for Roadway
Area x 0.50'(hange point to hinge point)c.Y $25.00
2. Projects without a Grading Plan:
Road area and side slopes to daylight
(a.) Excavate and Fill
Cut (c) =
Fill (f) =
C,Y
C.Y
C,Y $040
(b.) Exc€vate and Export $1.10
$0.00
$0.00
$000
(c.) lmport and Fill c.Y. $280 s 000
$
$
0.00
0.00
$000
Asphalt Concrete (11.4 lbs/cu.fr)
Thickness in Feet (0.33'min.) =
Agg Base Class ll
Thickness in Feel =
$
$
90 00
50 00
Ton $600 00Asphall Emulsion (Fog SeauPainl Binder)
ROAOWAY SECTION 3
Excavation
S,F
$25 00 s 000
1. Projecls with Grading Plan for Roadway
Area x 0.50'(hinge poinl to hinge point)
2. Projecls without a Grading Plan
(a.) Excavate and Fill
Cut (c) =
Fill(0 =
(b.) Excavate and Export
C.Y
$0.40 $0.00
$0.00
$0.00
$0.00
C.Y
C,Y $1.10
(c ) lmport and Fill c.Y $2.A0
Asphalt Concrete (144 lbs/cu.fl)
Thickness in Feet (0.33'min.) =
TON s 90.00
Agg Base Class ll C.Y 5 50.00
Thickness in Feet =
Asphalt Emulsion (Fog Seal/Paint Binder)Ton $600.00
$000
$0.00
2.E0 S
I'
TON
c.Y.
Sawclrt Exist. A.C. Pavemenl LF 1.00 $0.00s
0.00$SF 0.50SCold Plane A C. Pavemenl
0.00sSY0.60$Grinding A.C. , in place
0.00sS,Y 8.00$Remove A C Pavement
0.00$L,F 18 00$Remove Curb and Gulter
LF 3.00s 0.00sRemove A.C. Dike
000$L,F 7.50SRemove Chain Link Fence
000$L.F 10 00$Remove Barricade
000$EA 250.00$Relocate Mailbox
0.90s 000$S,FAC overlay (min. 0.10')
111,776.00$7,984 L.F 14.00Curb and Gutter (Type A-6)
0.00$L,F 16 00sCurb and Guner (Type A-8)
6,396 00$533 LF 12.00$Type "6A" Curb
0.00$LF 10.00$Type "D-1" Curb
LF 15.00$000sType "D" Curb
000$L.F 8.00SA.C. Dike (6")(incl. material & labor)
L.F 10.00s 000sA.C. Dike (8")(incl. material & labor)
6,520.00$652 SF 10.00sP C.C. Cross Gutler and Spandrels
6.00$278,700.00$P.C.C Sidewalk 46,450
$
$
2S1,120.00
000
S,F
S.F
$
$
8.00
o.oo
P.C.C
P.C.C
Drivevay Approach
Dip Seclion Sld. 307
36,390
EA 1,500.00s 16,500.00$11ADA Access Ramp (W new construction)
000$EA 2,500.00$ADA Access Ramp (in existing improvements)
L,F 100.00s 0.00$Barricades
000$LF 35.00$lvlelal Beam Guard Railing
LF 10.00$000$(total length of Streets)
7,005.00467L.F 15.00SChain Link Fenc€ ( 6 )
LF 1,000.005 0.00Chain Gate ( 6')
000$Relocate Fence LF 12.00$
EA 1,000.00$000$Pipe Gate
000$Relocate Powe. Pole EA 10,000.00
EA 5,000.00 140,000.00sSlreet Lights (including conduit)28
EA 150.00s 000sAdjust Water Valve to Grade ( if no water plan )
0.00$EA 400.00sAdjust MH to Grade ( if no sewer plan )
LANOSCAPING
S,F 400$000sMaintenance Walk STD 113
Colored Stamped Concrete S,F 10.00$0.00$
EA 100.00$000$Streel Trees ( 15 Gallon )
0.00$Landscape and lrrigation SF 3.50s
Landscape Fill Material c.Y 27.00s 000$
000$Water Meter EA 7,000.00$
Electric Meter s.F 10.000.00$0.00$
000$Remove lrees EA 3,000.00$
Concrete Bulkhead EA,200 00s 000$
Slope Anchors for P EA 300.00$0.00$
Cut OfiWall ( Std 2')C,Y 400.00$0.00$
A. C. Overside Drain EA 500.00s 000s
Under Sidewalk Drain Std 309 EA 2,000.00s 000$
Flal Outlet Drainage Structure Std 303 EA 2,000.00$000$
Curb Outlet Drainage Structure Std 308 EA 2,000 00$000$
Terrace Daain & Down Drain S,F 6.50$0.00$
lnterceptor Drain 6.50$000$
R.C. Box Culvert (2 3'X5')CY 400.00S 000s
Conqete Channel CY 200.00S 000S
RipRap ( 1/4 Ton ) Methob B ( 1 I tons /CY)C.Y 80.00s 000S
Rip Rap ( 1/2 Ton ) Method I C,Y 90.00$000$
Rip Rap ( 'l Ton ) lvlelhod B c.Y 100 00$0.00$
Rip Rap ( 2 Ton ) Melhod B CY 110.00$000$
Grouted Rip Rap ( 1/4 Ton ) Melhod I CY '100 00s 000s
Grouted Rip Rap ( 1/2 Ton ) Method B CY 120.005 000$
Grouted Rip Rap ( 1 Ton ) Method B CY 130.00$0.00$
Grouted Rip Rap ( 2 Ton ) Method B
18" R.C P. round, arch orelliptical 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 132.00S 22,308 00s
30" R.C.P. round, arch or elliptical L,F 153.00s 000s
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 LF 235 00$000$
'18" C.S.P. or HDPE N12 LF 40 00$000$
24" C S.P. or HDPE N12 L.F 50.00$000$
30"CSP orHDPFNl2 L,F 60.00$0.00$
36" C.S.P. or HDPE N'12 L,F 70.00s 000$
42" C.S.P. or HDPE N12 LF 80.00s 000s
48" C.S.P. or HDPE N12 L,F 100.00 000s
Calch Basin W=4'EA 2,500.00S 000S
Calch Basin W=7'1 EA 4,000.00$4,000 00$
Calch 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 00s 0.00s
lnlel Type lX or X EA.2,500.005 000$
Junction Slructure No 1 EA 3.500.00$000$
Junction Skuclure No.2 2 EA 4,500.00$9,000.00$
Junction Struclure No. 6 EA 5,000.00$0.00$
Transition Struclure No. 1 EA 12,500.00s 000$
Transition Struclure No 2 EA 12,500.00 000$
Transition Slructure No. 3 EA 4,500.00s 000$
Manhole No. 1 EA 5,000.00$0005
Manhole No. 2 EA 6,500.00$000s
Manhole No 3 EA 2,700.00$000s
Manhole No 4 EA 6,500 00 000s
Slruclural Reinforcemenl Concrcle 400.00s 000$
Headwall for 36" or smaller slorm drain EA 3,500 00$0.00$
5'x5' Drop lnlet 4 EA 7,000 00$28,000 00$
Headwall for 96"1 EA 8,000 00$8,000.00$
ORAIiIAGE
C,Y,
SIGNING, STRIPING AND SIGNALS
0.00$2.50$Remove Painted Traffic Stripes and Markings
0.00$L,F 0.21$4" Painted Solid Stripes
L,F 0.28$413.84$1,4786" Painted Solid Stripes
150.00$500 0.30$4" Painted Solid Stripes (2 Coats )
0.00$L.F 0.16$4" Painted Broken Stripes
0.47$000$4" Painted Double Solid Stripes
0.00$0.65$6" Painted Bike Lane Stripes
0.00$L,F 0.82s8" Painted Channelizing Line
L,F 1.30$0.00$l2" Painted Crosswalk & Limit Line
LF 0.36$0.00$Painted One-Way, No Passing
0.00$0.82$Painted Two-Way Left Tum Lane
S,F 2.70$000$Painled Pavement Markings
2.50$0.00$S,FRemove Thermoplastic Trafffic Stripes and Markings
0.00$L,F o.52$4" Thermoplastic Solid Stripes
o.47$0.00$4" Thermoplastic Broken Stripes
0.00$L.F 0.83$4" Thermoplastic Double Solid Stripes
0.63$0.00$6" Thermoplaslic Bike Lane Stripes
0.00$L,F 0.78$8" Thermoplastic Channelizing Line
$
$
0.00
0.00
$
$
0.97
1 .13
12" Thermoplastic Crosswalk & Limit Line
Thermoplastic One-Way, No Passing
L,F 2.83$0.00$Thermoplastic Two"Way Lefl Turn Lane
649.80$180 $The.moplastic Pavement Markings
0.00$S,F 2.25$l,ilarking
3.00$0.00$Thermoplastic Cross Walk and Pavement Marking
0.00$EA 50.00$Remove, Sign, Salvage
EA.100.00$0.00$Relocate Roadside Sign
3,300.00$12 EA 275.00$Street Name Sign
EA 150.00$0.00$lnstallSign ( Strap and Saddle Bracket Method)
0.00$EA 425.00$lnstall Sign (Mast Arm Hanger Method)
EA 2s0.00$250.00$Stop Sign & Post 1
0.00$Road Sign on existing pole / post (One Post)EA 150.00$
EA 300.00$$Road Sign on existing pole / post (Two Post)
60.00$0.00$Objec-t Marker - Modified Type "F" Delineator
EA 40.00$0.00$Delineator ( Class 1 Type F)
EA 45.00$0.00$Delineator(Class2)
EA $0.00$Pavement Marker, Refl ective
250,000.00$0.00$New Traflic Signal & Lighting (Major lntersection)
New Traflic Signal & Lighting (Minor lntersection)LS 150,000.00$
100,000.00s
$
$
0.00
0.00Retrofit of Ex. Traffic Signal & Lighting
0.00$6' Round Signal Loops EA 450.00s
EA 400.00s 0.00$lnstall Pull Box (#5)
0.00$lnstall Pull Box (#6)EA 500 00$
L.F 25.00$0.00$2" PVC lnterconnect Conduit & Cable
0.00$3" PVC lnterconnect Conduit & Cable L,F 30.00$
3" PVC Conduit & Fiber Optic Cable LF 35.00$0.00$
LS 8.000.00$0.00$Survey
Design/submittals/review 40,000.00$0.00$
30,000.00$000$Mobilization
LS 15,000.00$0.00$Traffic Control
Subtotal 3,610,91t.44$
B Administrative Contingency (20% x A)722.142.29s
288.872.92$
BOND AMOUNT FOR RECORDATION PRIOR TO
HAVING SIGNED PLANS
( oRD.460, SEC. 10.3E)
0.00$
F StroetslDrainage Total (D + E)4,333,093.73$
I
S,F
L.F.
L,F,
L,F,
L,F,
L.F.
L,F.
L, F,
L, F,I
S.F,
EA,
t---4. TdM- tn-spection:Ic (s-%f
l3--------;i53p-*15
I E l2o%xc
CITY OF MENIFEE ENGINEERING DEPARTMENT
IMPROVEMENT REOUIREMENT WORKSHEET
DOMESTIC WATER IMPROVEMENTS
ITEM QUANTITY UNIT UNIT
COST
4" Waterline PVC C-900 DR-18 L-F $25.00 $0.00
6" Waterline PVC C-900 DR-18 L.F $30.00 $0.00
8" Waterline PVC C-900 DR-18 L,F $35.00 $0.00
12" Waterline PVC C-900 DR-'l8 0.00
16" Waterline PVC C-905 DR-18 L,F u 90.00 $0.00
18" Waterline PVC C-905 DR-18 $135 00 $0.00
20" Waterline PVC C-905 DR-18 L,F l 180.00 $0.00
4" Gate Valve RS $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 $ 2,300.00 $0.00
'16" Gate Valve RS $ 6,270.00 $0.00
'18" Gate Valve RS
6" Fire Hydranl (Standard)
EA.
EA,
$14,300.00
4,000.00$
$
$
0.00
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 s 0.00
6" Blowoff $ 4,000.00 $0.00
1" Air and Vacuum Valve $ 2,400.00 $0.00
2" Air and Vacuum Valve EA $ 4,000.00 $0.00
1" Service Connection ( No Meteo EA $800.00 $0.00
1-112" Service Conneclion ( No Meteo EA $ 2,480.00 $0.00
2" Seruice Conneclion ( No Meteo EA $ 2,780.00 $0.00
4" Service Conneclion ( No Meter)EA $ 4,500.00 $0.00
Adjusl Water Valve to Grade EA $200.00 $0.00
Removal of Blowoff EA $500.00 s 0.00
Join at existing end of 8" pipe EA,$ 2,000.00 U 0.00
6" Hot Tap EA,$ 1,750.00 s 0.00
8" Hol Tap EA,$ 2,200.00 $0.00
12" Hot Tap EA-$ 3.150.00 $0.00
[iliscellaneous Fitlings $300.00 $0.00
Thrust Block EA.$100.00 $0.00
'l" Waler Meter EA.$350.00 $0.00
'l-112" Water lMeter EA.$450.00 $0.00
Pressure Regulator EA.$300.00 $0.00
Subtotal 0.00
B Administrative Contingency (20% x A)$0.00
Water Total (A + B)$0.00
BOND AMOUNT FOR RECORDATION
PRIOR TO HAVING SIGNED PLANS
( oRD.460, SEC. 10.3E)
20%xC 0.00
Water Total (C + D)0.00
II
AMOUNT
L F. l$ 55.001$
L, F.
EA,
EA.
EA,
EA.
EA.
D.
E,
CIry OF MENIFEE ENGINEERING DEPARTMENT
IMPROVEMENT REQUIREMENT WORKSHEET
RECYCLED WATER IMPROVEMENTS
QUANTIry UNIT UNIT
COST
AMOUNTITEM
L,F 25.00$0.00$4" Waterline PVC C-900 DR-18 Purple
L.F 30.00$
$
$
35.00
55.00
6" Waterline PVC C-900 OR-18 Purple
8" Watedine PVC C-900 DR-18 Purple
12" Waterline PVC C-900 DR-18 Purple
L,F
L.F
LF
90.00$
0.00
$
$
0.00
$
$
0.00
0.00
16" Waterline PVC C-905 DR-18 Purple
lS" Waterline PVC C-905 DR-18 Purple
20" Waterline PVC C-905 DR-18 Purple
EA
EA
EA
$
$
715.00
830.00
$ 1,340.00
EA $ 2,300.00
EA $ 6,270.00 $
$
$
s
0.00
0.00
0.00
0.00
EA
EA
14,300.00$
$3,500.00
$
0.00
0.00
0.00
EA $ 4,000.00
$ 2,400.00 0.00s
$
$
'135.00
'180.00 $
L,F
L,F
0.00
000
$
6" Blowoff
12" Gale Valve RS
16" Gate Valve RS
0.00
18" Gate Valve RS
4" Blowoff
4" Gate Valve RS
8" Gate Valve RS
6" Gate Valve RS
$ 4,000.00
EA
2" Air and Vacuum Valve
1 1/2" Service Connection (No Nileter)
1" Service Connection ( No Meter)EA $800.00 $
0.00
000
000
$
s
2" Service Connection ( No Meteo $ 2.780.00 0.00s
4" Service Connection ( No Meter)
EA $ 2,480.00
EA,
EA,$ 4.500.00
200.00$0.00
$
$
0.00
Adjusl Water Valve to Grade
500.00$0.00$Removal of Blowoff
$ 2,000.00 0.00$
EA.
EA,
EA
EA.$ 1,000.00 0.00$
EA.$ 1,430.00 0.00$
Join at existing end of 8" pipe
6" Hot Tap
1" Hot Tap
4" Hot Tap
EA.$ 1,750.00
EA.$ 2,200.00
$
$
0.00
0.008" Hot Tap
12" Hot Tap EA $ 3,150.00 0.00$
$$
$
U
$
$
$
$
0.00
000
0.00
0.00
Administrative Contingenry (20% x A)
Water Total (A + B)
BOND AMOUNT FOR RECORDATION
PRIOR TO HAVING SIGNED PLANS
( oRD.46O, SEC. 10.3E)
D 2Oo/o x C 0.00s
E water Total (C + D)
1" Air and Vacuum Valve.
B.
A. lsubtorar ls o.oo
15 ooo
ls oool5 ooo
CITY OF MENIFEE ENGINEERING OEPARTMENT
IIVIPROVEMENT REQUIREMENT WORKSHEET
SANITARY SEWER IMPROVEMENTS
UNIT UNIT
COST
AMOUNT
4" PVC SDR 35 (Use it for Residential Laterals)
6" PVC SDR 35 Green
8" PVC SOR 35 Green L.F
10" PVC SDR 35 Green L.F
12" PVC SDR 35 Green LF
'15" PVC SDR 35 Green L.F
8" VCP L.F
10" vcP L,F
12" VCP L,F
15" VCP L.F
18'VCP L,F
21" VCP L,F
24" VCP
27" VCP
L,F
L,F
30" vcP L,F
Standard Manhole 48"EA
Standard Manhole 60"
$25.00 $0.00
$0.00
$0.00
$30.00
$35.00
$46.00 $0.00
$54.00 0.00
$90.00 $0.00
$55.00 $0.00
$62.00 0.00
$72.OO $0.00
81.00 $0.00
$162.00 $0.00
$183.00 $0.00
$0.00
0.00$$
195.00
215.00
$236.00 $0.00
0.00$ 3,140.00
$ 4,500.00 $0.00
$0.00
$0.00
$ 3,300.00
$730.00
$200.00 $0.00
EA
EA
$ 2,100.00 $0.00
s 1,500.00 $0.00
EA
EA
$ 1,500.00 $0.00
$ 2,000.00 $0.00
EA $400.00 $0.00
EA
L.F
$500.00 $0.00
$35.00 $0.00
$0.00EA$400.00
$
$
$0.00
$0.00
s 000
S 5 0.00
s 0.00
Subtotal $0.00
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 2oo/o x C $0.00
Sewer Total (C + D)
ITEI\4 I QUANTITY
L.F,
Lf.
lvlanhole
T
EA,
le.
TAla
l5 ooo
PARCEL MAP OR TRACT NO
PP, CU, PU, IVIS OR VL NO.
CITY OF MENIFEE ENGINEERING DEPARTMENT
COST ESTIMATE CALCULATION SHEET
36803 DATE: 412112022
IMPROVEMENT COSTS (lncluding Contingencies)
L Streets/Drainage (Line C from Street lmprovement Calculations)$ 4,333,093.73
ll. Domestic Water (Line C from Domestic Water lmprovement Calculations)$0.00
lll. Recycled Water (Line C from Recycled Water lmprovement Calculations)$0.00
lV. Sewer (Line C from Sewer lmprovement Calculations)$0.00
Total $ 4,333,093.73
INSPECTION DEPOSIT CALCULATION
StreeVDrainaqe
NOTE: Use 3% for lnspection $ 129,992.81
SCH:
CITY OF MENIFEE ENGINEERING DEPARTMENT
CONSTRUCTION COST WORKSHEET
oNsrTE (sEwER) (PRtVATE)
PARCEL MAP OR TRACT MAP NO,36803 DATE
IP:
6t15t2022
IMPROVEMENTS
FAITHFUL PERFORMANCE
SECURITY
('100% of Estimated
Construction Costs)
MATERIAL & TABOR
SECURITY
('*50% of Estimated
Construction Costs)
StreeUDrainage
'Flood Control
$
$
s
$
$
0.00 0.00 $
$
$
$
$
000
000 000
000 000
0.00 000
302.220.00 302,000 00
Total
Warranty Retention (10%)
302,220.00 302,000.00
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 1 0.3E)
Dom VVtr
Rec V\ttr
Sewer
frffi*r,-=s
0.00
000
151,000.00
r51,000.00
06t16t22
80614 03t31123
Name Typed or printed RCE#
Civil Engineeis Stamp
'Flood Conkol Construction Cost Estimate to be provided by Flood Control District. Provide a copy of
Flood Control Disirict letter stating cost estmate.
Date
N0.806r4
CJVIL
ff cnt\
J
eR0ltS5/
2. Show Performance Bond Amounts to the nearest $500.00. Material and Labor Bond Amounts are 50o/o
of Performance Bond Amountss. "100% for Flood Control items.
1 . Quantities are to be taken from the lmprovement Plans Unit cost are to be as provided on
"City of Menifee lmprovement Requirement Worksheet."
3. For Constructior items not covered by "The City of Menifee lmprovement Requirements Worksheet",
Design Engineer is to provide his opinion of construction cost and use that cost It City ot 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.
IP2I -OI4U SEWER ONLY
000
$
$
$
$
$
$
$
Signature
RICHARD REAVES
Exp Date
." PLEASE READ BELOW ''
CITY OF MENIFEE ENGINEERING DEPARTMENT
IMPROVEIVIENT REOUIREMENT WORKSHEET
SANITARY SEWER IMPROVEMENTS
ITEM QUANTITY UNIT UNIT
COST
AMOUNT
4" PVC SDR 35 (Use it for Residential Laterals)2687 L,F 25 00
$30.00
$ 67,175.00
6" PVC SDR 35 Green I
I L,F $0.00
8" PVC SDR 35 Green 3353 L.F $35.00 $ 1 17,355.00
10" PVC SDR 35 Green L.F $46.00 $0.00
$0 0012" PVC SDR 35 Green L.F $54.00
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.O0 0.00
15" VCP L.F 5 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
215.00
$
$
0.00
o.oo
30" vcP
Standard Manhole 48"
s 236.00 $0.00
10 s 3,140.00 $ 31,400.00
Standard Manhole 60"EA $ 4,500.00 $0.00
Shallow l\4anhole (5' or less)EA $ 3,300.00 $0.00
Clean out
Clean out Lateral
4 EA $730.00 $ 2,920.00
81 EA $200.00
$ 2,100.00
$ 16,200.00
Tie to Existing Manhole EA $0.00
Rechannel Existing Manhole EA $ 1,500.00 0.00
Join Existing 8" Pipe EA $ 1,500.00 $0.00
$0.00Join Existing 12" Pipe EA $ 2,000.00
Chimney EA $400.00 $000
Adjust M.H. to grade EA $500.00 $0.00
Concrete Encasement L.F $0.00
Backwater Valve 42 EA $400.00 $ 16,800.00
Subtotal $ 251,E50.00
B Administrative Contingency (20% x A)$ 50,370.00
Sewer Total (A + B)$ 302,220.00
BOND AMOUNT FOR RECORDATION
PRIOR TO HAVING SIGNED PLANS
(oRD.460, SEC. 10.3E)
D 2O"h x C $0.00
E Sewer Total (C + D)$ 302,220.00
-s^od$
EA,
L, F.
PARCEL MAP OR TRACT NO
PP, CU, PU, IUS OR VL NO,
CITY OF MENIFEE ENGINEERING DEPARTMENT
COST ESTIMATE CALCULATION SHEET
36803 SCH
I IVIPROVEMENT COSTS (lncluding Contingencies)
l. Streets/Drainage (Line C from Street lmprovement Calculations)$0.00
ll. Domestic Water (Line C from Domestic Water lmprovement Calculations)$0.00
lll. Recycled Water (Line C from Recycled Water lmprovement Calculations)
lV. Sewer (Line C from Sewer lmprovement Calculations)
b 0.00
$ 302,220.00
Total
INSPECTION DEPOSIT CALCULATION
$ 302,220.00
StreeuDrainaoe
NOTE: Use 3% for lnspection $0.00
DArE.6t15t2022
t
APPROVED FOR
BONDS E.S. 1131123CIry OF MENIFEE ENGINEERING DEPARTMENT
CONSTRUCTION COST WORKSHEET
oNslTE (wArER) (PRIVATE)
PARCEL MAP OR TRACT MAP NO,36803 DATE
IP:
1t3012023
Ii,PROVEMENTS
FAITHFUL PERFORMANCE
SECURITY
(100% of Estimated
Construction Costs)
MATERIAL & I-ABOR
SECURITY
('*50% of Estimated
Construction Costs)
StreeUDrainage
'Flood Control
$
$
$
s
$
000 $
$
s
s
$
$
$
$
$
$
$
$
$
000
0.00
0.00
652,000.00
65 200 00
0.00
000 000
Dom vvtr
Rec \Mr
Sewer
6s1,902.40 326,000.00
0.00 0.00
Total
warranty Retention ('10%)
6s1,902.40 326,000.00
DESiGN ENGINEER'S CALCULATION OF IIVIPROVEMENT 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 mathmalical extensions, using City's unit
costs, are accurate for determining bonding costs
01-31 23
Sign TE Date
RICHARD REAVES 80614 03-31-25
Name Typed or printed RCE#Exp. Date
Civil Engineeas Stamp
80614 @NO
DAI(
!
l/t
RotESS/
*
t,
,I (]AII
2. Show Performance Bond Amounts to the nearest $500.00. Material and Labor Bond Amounts are 50%
of Performance Bond Amountss. *'100% for Flood Control items.
1 . Ouantities are to be taken from the lmprovement Plans. Unit cost are to be as provided on
"City ot Menifee lmprovement Requirement Worksheet."
3. For Construction items not covered by "The City of Menifee lmprovement Requirements Worksheet",
Design Engineer is to provide his opinion of construction cost and use that cost. lf City of Menifee
Unit Costs are determined to be too low, in the opinion of the design engineer, the higher costs as
provided by the Design Engineer should be used.
IP2I {I4U . ONSITE WATER
0.00
552,000.00
0.00 000
Above amounts. do o do not include additional20o/o for recordation prior to having signed plans
(Ordinance460, Section'1 0.3E).
'Flood Control Construction Cost Estimate to be provided by Flood ControlDiskict Provide a copy of
Flood Conkol District letter stating cost estmate.
\
INSTRUCTIONS
CITY OF I\iIENIFEE ENGINEERING DEPARTMENT
IMPROVEMENT REQUIREMENT WORKSHEET
WATER IMPROVEMENTS
ITEM QUANTITY UNIT UNIT
COST
AMOUNT
64,000.00$
$
$
0.00
2,780.00
81
I $
$ 28,000.00
450.00
$ 24,300.00
EA
EA
EA
EA
4" Waterline PVC C-900 DR-'18 L,F
L.F
25.00 $0.00
6" Waterline PVC C-900 DR-18 7 ,082 $30.00 $212.460.OO
S" 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-'l8 L,F $90.00 $000
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 $7'15.00 $0.00
6" Gate Valve RS 14 EA $830 00 $11,620.00
8" Gate Valve RS EA-s 1,340.00 $0.00
12" Gate Valve RS EA,$ 2,300.00 $0.00
16" Gate Valve RS EA $ 6,270.00 $0.00
18" Gate Valve RS
6" Fire Hydrant (Standard)$
14,300.00 $ 0.00
$ 56.000.00144,000.00
6" Fire Hydrant (Super)EA $4.500.00 $0.00
2" Blowof,EA $2,500.00 $000
4" Blowoff 5 EA 3 500 00 $17,500.00
6" Blowoff $4,000.00 $0.00
'l" Air and Vacuum Valve 4 EA.$2.400.00 $9,600.00
2" Air and Vacuum Valve $4,000.00 $0.00
'1" Service Connection (No Meter)80 EA $800.00
l-1l2" Service Connection ( No Meter)s 2,480 00
2" Service Connection ( No Mete0 EA $2,780.00
4" Service Connection ( No Meter)EA $4,500.00 $0.00
Adjust Water Valve to Grade EA
EA
$200.00 $0.00
Removal of Blowoff $500.00 $000
Join at existing end of 8" pipe 2 b 2,000.00 s 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 $100.00 u 5,200.00
1" Water Meter 80 EA 350.00
1-112" Water Meler EA,
EA
$450.00
Pressure Regulator $300.00
$
$
$
$
1,800.00 $
3
3,000.00 $
0.00
0.00
000
0.00
Subtotal
Administrative Conlingency (20% x A)$ 90,542.00
Water Total (A + B)s s43,2s2.00
PRIOR TO HAVING SIGNED PLANS
2oo/o x C $ 108,650.40
water Total (c + D)
EA
I
EA,
EA
EA,1t
EA,
I
B.
U,
D
E.15 6sl Borro
l5 45x?1oro
CITY OF MENIFEE ENGINEERING OEPARTMENT
COST ESTI IATE CALCULATION SHEET
PARCEL MAP OR TRACT NO
PP, CU, PU, MS OR VL NO,
36803 SCH DATE: l/30/2023
IMPROVEIVIENT COSTS (lncluding Contingencies)
L Streets/Drainage (Line C from Street lmprovement Calculations)$0.00
$ 543,252.00ll. Water (Line C from Water lmprovement Calculations)
0.00lll. Recycled Water (Line C from Recycled Water lmprovement Calculations)
0.00$lV. Sewer (Line C from Sewer lmprovement Calculations)
$ 543,252.00Total
INSPECTION DEPOSIT CALCULATION
StreeUDrainaoe
0.00$NOTE: Use 3% for lnspection
l