Subdivision Improvement Agreement Amendment No. 1 — Menifee City Council, October 7, 2026

AMENDMENT NO. 1 TO SUBDIVISION IMPROVEMENT AGREEMENT
TRACT MAP NO. 38303

FOR THE CONSTRUCTION OF STREET, DRAINAGE, DOMESTIC WATER,

RECYCLED WATER, AND SEWER IMPROVEMENTS
This is Amendment No. 1 ("Amendment No. 1) to that certain Subdivision Improvement Agreement for the Construction of Street, Drainage, Domestic Water, Recycled Water, and Sewer Improvements ("SIA") made on November 6, 2024, between the City of Menifee ("City") and Minor Ranch, LLC, a Delaware limited liability company ("Subdivider") in connection with approval and recordation of the final map related to Tract No. 38303.

RECITALS
A. Subdivider submitted an application to the City for recordation of a Final Map for Tract No. 38303 (the "Map") for a proposed development comprised of residential homes, a business park, a commercial and retail center, drainage facilities, and public streets located on or in connection with the development of certain real property owned by Subdivider.

B. As a condition of final approval and recordation of the Map, City and Subdivider entered into the SIA whereby Subdivider agreed to install certain public and private improvements described therein as the "Improvements."
C. The SIA, among other requirements, required Subdivider to obtain and submit to City certain security for construction of the Improvements, including, without limitation, a lien agreement recorded against Subdivider's property for the construction of backbone street and drainage improvements comprising a portion of the Improvements under the SIA.

D. On November 6, 2024, Subdivider and City entered into and recorded that certain Lien Agreement in the Official Records of the County of Riverside as Instrument Number 2024-0347324 (the "Lien Agreement"), which secured a portion of the Improvements described on Exhibits C-1 and C-2 of the SIA against the Property (the "Lien-Secured Improvements").

E. The Lien Agreement requires the substitution of acceptable substitute security within two (2) years of recordation of the Map, and prior to the commencement of work on any of the Lien-Secured Improvements.

F. Subdivider has obtained and City has approved the form of substitute bonds described herein sufficient to replace the Lien Agreement with respect to the Lien- Secured Improvements.

AMENDMENT NO. 1 TO SUBDIVISION IMPROVEMENT AGREEMENT
TRACT MAP NO. 38303

FOR THE CONSTRUCTION OF STREET, DRAINAGE, DOMESTIC WATER,

RECYCLED WATER, AND SEWER IMPROVEMENTS
G. The purpose of this Amendment No. 1 is to memorialize the substitution of securities for the Lien Agreement with bonds complying with the terms of the SIA, and to authorize the release of the Lien Agreement concurrent with the execution hereof.

AMENDMENT
City and Subdivider desire to enter into this Amendment No. 1 to memorialize Subdivider's substitution of securities consistent with the SIA.

1. Capitalized terms used but not defined in this Amendment No. 1 shall have the meanings ascribed to them in the SIA.

2. Section 2 of the SIA is hereby amended to read in its entirety as follows:

Improvements. Subdivider shall construct the Improvements required to be constructed or agreed to be constructed under the Resolution of Approval and this Agreement as more specifically described in Exhibit A attached hereto and expressly made a part hereof by this reference and shall bear the full cost thereof.

The methods, standards, specifications, sequence, and scheduling of construction shall be as approved by the City Engineer. Agreement and Securities for subdivision improvements are provided as follows:
a. Bond for Tract #38303 to set Survey Monuments, executed September 16, 2024. Bond No. 30225078 by Continental Casualty Company, 333 South Wabash Avenue, Chicago, IL 60604. Subdivision Monument Bond $43,200.00.
b. Bonds for Tract #38303 For the Construction of Backbone Street and Drainage Improvements, Menifee Road, IP24-021S, IP24-021SL, IP24- 021SS executed July 17, 2026. Bond No. TCS0172939 by Trisura Insurance Company, 210 Park Avenue, Suite 1300, Oklahoma City, OK 73102. Faithful Performance Bond & Payment Bond, each $2,430,000.00. c. Bonds for Tract #38303 For the Construction of Backbone Street and Drainage Improvements, McLaughlin Road, Malaga Road, and Biscayne Street, IP24-022S, executed September 23, 2024. Bond No. TCS0172693 by Trisura Insurance Company, 210 Park Avenue, Suite 1300, Oklahoma City, OK 73102. Faithful Performance Bond $6,358,000.00 & Material and Labor Bond $3, 179,000.00.
d. Bonds for Tract #38303 For the Construction of Backbone Drainage Improvements with RCFC, IP24-013SD, executed September 23, 2024.

Bond No. TCS0172690 by Trisura Insurance Company, 210 Park Avenue, AMENDMENT NO. 1 TO SUBDIVISION IMPROVEMENT AGREEMENT
TRACT MAP NO. 38303

FOR THE CONSTRUCTION OF STREET, DRAINAGE, DOMESTIC WATER,

RECYCLED WATER, AND SEWER IMPROVEMENTS
Suite 1300, Oklahoma City, OK 73102. Faithful Performance Bond $10,599,000.00 & Material and Labor Bond $5,299,500.00. e. Bonds for Tract #38303 For the Construction of Water System Improvements, IP24-010DW, executed September 23, 2024. Bond No.

BDT0500218024 by Liberty Mutual Insurance Company, 175 Berkeley Street, Boston, MA 02116. Faithful Performance Bond $1,299,000.00 & Material and Labor Bond $649,500.00.
f. Bonds for Tract #38303 For the Construction of Domestic and Recycled Water System Improvements, IP24-010RW1, executed September 23, 2024. Bond No. TCS0172692 by Trisura Insurance Company, 210 Park Avenue, Suite 1300, Oklahoma City, OK 73102. Faithful Performance Bond $3,041,000.00 & Material and Labor Bond $1,520,500.00.
g. Bonds for Tract #38303 For the Construction of Domestic and Recycled Water System Improvements, IP24-010RW2, executed September 23, 2024. Bond No. BDTO500220024 by Liberty Mutual Insurance Company, 175 Berkeley Street, Boston, MA 02116. Faithful Performance Bond $880,000.00 & Material and Labor Bond $440,000.00.
h. Bonds for Tract #38303 For the Construction of Sewer System Improvements, IP24-010U, executed September 23, 2024. Bond No.

BDTO500219024 by Liberty Mutual Insurance Company, 175 Berkeley Street, Boston, MA 02116. Faithful Performance Bond | $542,000.00 & Material and Labor Bond $271,000.00.
i. Bonds for Tract #38303 For the Construction of Street and Drainage Improvements, McLaughlin Road and Matthews Road, IP24-056, executed December 2, 2025. Bond No. 30260156 by Continental Casualty Company, 151 N Franklin Street, Chicago, IL 60606. Faithful Performance Bond & Material and Labor Bond, each $1,436,000.00.
j. Bonds for Tract #38303 For the Construction of Street and Drainage Improvements, Briggs Road, IP25-001S, executed May 1, 2026. Bond No. 902030971-800182981 by Atlantic Specialty Insurance Company, 605 Highway 169 North, Suite 800, Plymouth, MN 55441. Faithful Performance Bond & Payment Bond, each $2,346,000.00.
k. Bonds for Tract #38303 For the Construction of Signing and Striping and Traffic Signal Improvements, Briggs Road, IP25-001SS, executed June 11, 2026. Bond No. 902030980-800182990 by Atlantic Specialty Insurance Company, 605 Highway 169 North, Suite 800, Plymouth, MN 55441.

Faithful Performance Bond and Payment Bond, each $1,503,000.00.

AMENDMENT NO. 1 TO SUBDIVISION IMPROVEMENT AGREEMENT
TRACT MAP NO. 38303

FOR THE CONSTRUCTION OF STREET, DRAINAGE, DOMESTIC WATER,

RECYCLED WATER, AND SEWER IMPROVEMENTS
I. Bonds for Tract #38303 for the Construction of Street and Drainage Improvements, Highway 74, IP25-002, executed August 19, 2026. Bond No. 902045316-800265832 by Atlantic Specialty Insurance Company, 605 Highway 169 North, Suite 800, Plymouth, MN 55441. Faithful Performance Bond & Payment Bond, each $8,993,000.00.
m. Bonds for Tract #38303 For the Construction of Landscape Improvements, POC4 Menifee Road and Biscayne Road IP25-039L, executed July 7, 2026.

Bond No. TCS0172930 by Trisura Insurance Company, 210 Park Avenue, Suite 1300, Oklahoma City, OK 73102. Faithful Performance Bond & Payment Bond, each $1,298,000.00.
n. Bonds for Tract #38303 For the Construction of Landscape Improvements, POC11 McLaughlin Road and Briggs Road IP25-040L, executed July 6, 2026. Bond No. TCS0172928 by Trisura Insurance Company, 210 Park Avenue, Suite 1300, Oklahoma City, OK 73102. Faithful Performance Bond & Payment Bond, each $2,120,000.00.
o. Bonds for Tract #38303 For the Construction of Landscape Improvements, POC5 McLaughlin Road IP25-041L, executed July 9, 2026. Bond No.

ES00026537 by Everest Reinsurance Company, 100 Everest Way, Warren Corporate Center, Warren, NJ 07059. Faithful Performance Bond $443,000.00.
p. Bonds for Tract #38303 For the Construction of Landscape Improvements, POC6 Malaga Road IP25-042L, executed July 9, 2026. Bond No.

ES00026538 by Everest Reinsurance Company, 100 Everest Way, Warren Corporate Center, Warren, NJ 07059. Faithful Performance Bond & Payment Bond, each $374,500.00.

3. Exhibit A to the SIA is deleted in its entirety and replaced with Exhibit A, attached hereto.

4. Concurrent with or following execution of this Amendment No. 1, City and Subdivider shall duly execute and record a Release of the Lien Agreement in the form attached as Exhibit B hereto.

5. All other terms and conditions of the SIA remain in full force and effect.

6. This Amendment No. 1 may be executed in multiple counterparts, each of which shall be an original and all of which together shall constitute one agreement. (Signatures on Following Page)
AMENDMENT NO. 1 TO SUBDIVISION IMPROVEMENT AGREEMENT
TRACT MAP NO. 38303

FOR THE CONSTRUCTION OF STREET, DRAINAGE, DOMESTIC WATER,

RECYCLED WATER, AND SEWER IMPROVEMENTS
City SUBDIVIDER
City of Menifee, a California municipal Minor Ranch, LLC, a Delaware limited corporation liability company
HiB
Nick Fidler, Public Works Director Nicole Burdette, Division President Armando G. Villa, City Manager
ATTEST:

Stephanie Roseen, City Clerk
APPROVED AS TO FORM:

Jeffrey T. Melching, City Attorney
AMENDMENT NO. 1 TO SUBDIVISION IMPROVEMENT AGREEMENT
TRACT MAP NO. 38303

FOR THE CONSTRUCTION OF STREET, DRAINAGE, DOMESTIC WATER,

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

STATE OF CALIFORNIA
sS.

COUNTY OF_Orange
, 2026, before me, Vanessa Shaw
personally appeared _Nicole Burdette
on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

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

WITNESS my hand and official seal.

VANESSA SHAW
Notary Public - California
Orange County
Commission # 2539195
My Comm. Expires Nov 17, 2029
Notary Public

EXHIBIT A

REPLACEMENT EXHIBIT A TO SIA
SURVEY MONUMENTS - TRACT MAP NO. 38303

FAITHFUL PERFORMANCE AND PAYMENT BONDS - MENIFEE ROAD BACKBONE IP24-021S, IP24-021SL, IP24-021SS STREET AND DRAINAGE IMPROVEMENTS

FAITHFUL PERFORMANCE AND PAYMENT BONDS - MCLAUGHLIN ROAD, MALAGA ROAD, AND BISCAYNE BACKBONE STREET IP24-022S STREET AND

DRAINAGE IMPROVEMENTS

FAITHFUL PERFORMANCE AND PAYMENT BONDS - BACKBONE DRAINAGE IMPROVEMENTS WITH RCFC&WCD IP24-013SD DRAINAGE IMPROVEMENTS

FAITHFUL PERFORMANCE AND PAYMENT BONDS - WATER SYSTEM
IMPROVEMENTS IP24-010DW

FAITHFUL PERFORMANCE AND PAYMENT BONDS - DOMESTIC AND RECYCLED WATER SYSTEM IMPROVEMENTS IP24-010RW1

FAITHFUL PERFORMANCE AND PAYMENT BONDS - DOMESTIC AND RECYCLED WATER SYSTEM IMPROVEMENTS IP24-010RW2

FAITHFUL PERFORMANCE AND PAYMENT BONDS - SEWER SYSTEM
IMPROVEMENTS IP24-010U

FAITHFUL PERFORMANCE AND PAYMENT BONDS - MCLAUGHLIN ROAD AND MATTHEWS ROAD IP24-056 STREET AND DRAINAGE IMPROVEMENTS FAITHFUL PERFORMANCE AND PAYMENT BONDS - BRIGGS ROAD IP25-001S

STREET AND DRAINAGE IMPROVEMENTS
AITHFUL PERFORMANCE AND PAYMENT BONDS - BRIGGS ROAD IP25-001SS IGNING AND STRIPING AND TRAFFIC SIGNAL IMPROVEMENT.

FAITHFUL PERFORMANCE AND PAYMENT BONDS - HIGHWAY 74 IP25-002S

STREET AND DRAINAGE IMPROVEMENTS
FAITHFUL PERFORMANCE AND PAYMENT BONDS - POC4 LANDSCAPE IMPROVEMENTS IP25-039L
FAITHFUL PERFORMANCE AND PAYMENT BONDS - POC11 LANDSCAPE IMPROVEMENTS IP25-040L
FAITHFUL PERFORMANCE AND PAYMENT BONDS - POC5 LANDSCAPE IMPROVEMENTS IP25-041L

EXHIBIT A
FAITHFUL PERFORMANCE AND PAYMENT BONDS - POC6 LANDSCAPE IMPROVEMENTS IP25-042L

EXHIBIT B

RELEASE OF LIEN AGREEMENT

RECORDING REQUESTED BY
AND WHEN RECORDED MAIL TO:

CITY OF MENIFEE
29844 HAUN ROAD
MENIFEE, CA 92586

SPACE ABOVE THIS LINE FOR

RECORDER'S USE
Exempt from the payment of recording
fees pursuant to Government Code §§
6103 & 27383.

RELEASE OF LIEN AGREEMENT
This Release of Lien Agreement (this "Release") is made on 2026, by the City of Menifee, a California municipal corporation ("City"), and Minor Ranch, LLC, a Delaware limited liability company ("Owner").

RECITALS
A. Owner submitted an application to the City for recordation of a Final Map for Tract No. 38303 (the "Map") for a proposed development comprised of residential homes, a business park, a commercial and retail center, drainage facilities, and public streets located on or in connection with Owner's property described on Exhibit A attached hereto and incorporated herein by this reference (the "Property").

B. As a condition of final approval and recordation of the Map, City and Owner entered into that certain Subdivision Improvement Agreement for the Construction of Street, Drainage, Domestic Water, Recycled Water, and Sewer Improvements dated November 6, 2024 (the "SIA"), whereby Owner agreed to install certain public and private improvements described therein as the "Improvements." C. The SIA, among other requirements, required Owner to obtain and submit to City certain security for construction of the Improvements, including, without limitation, a lien agreement recorded against Owner's property for the construction of

EXHIBIT B
backbone street and drainage improvements comprising a portion of the Improvements under the SA.

D. On November 6, 2024, Owner and City entered into and recorded that certain Lien Agreement in the Official Records of the County of Riverside as Instrument Number 2024-0347324 (the "Lien Agreement"), which secured a portion of the Improvements described on Exhibits C-1 and C-2 of the SIA against the Property (the "Lien-Secured Improvements").

F. The Lien Agreement further provides that the Lien Agreement shall be released following (1) City's approval of substitute forms of security submitted by Owner, (2) deposit by Owner of fees for inspections, tests, and other purposes set forth in the Lien Agreement, and (3) the payment by Owner and performance of all "Obligations" secured by the Lien Agreement and defined therein.

G. Owner has obtained the following bonds securing the Lien-Secured Improvements (the "Substitute Bonds"):
a. Bonds for Tract #38303 For the Construction of Street and Drainage Improvements, Briggs Road, IP25-001S, executed May 1, 2026. Bond No. 902030971-800182981 by Atlantic Specialty Insurance Company, 605 Highway 169 North, Suite 800, Plymouth, MN 55441. Faithful Performance Bond & Payment Bond, each $2,346,000.00.
b. Bonds for Tract #38303 For the Construction of Signing and Striping and Traffic Signal Improvements, Briggs Road, IP25-001SS, executed June 11, 2026. Bond No. 902030980-800182990 by Atlantic Specialty Insurance Company, 605 Highway 169 North, Suite 800, Plymouth, MN 55441.

Faithful Performance Bond and Payment Bond, each $1,503,000.00. c. Bonds for Tract #38303 for the Construction of Street and Drainage Improvements, Highway 74, IP25-002S, executed August 19, 2026. Bond No. 902045316-800265832 by Atlantic Specialty Insurance Company, 605 Highway 169 North, Suite 800, Plymouth, MN 55441. Faithful Performance Bond & Payment Bond, each $8,993,000.00.

EXHIBIT B
H. City has received and accepted the Substitute Bonds as adequate substitute security pursuant to the SIA, and Owner has submitted all such payments required by the Lien Agreement for release thereof.

1. City and Owner have executed an amendment to the SIA memorializing the substitution of the Substitute Bonds for the Lien Agreement, and authorizing the execution and recordation of this Release.

EXHIBIT B

RELEASE
NOW, THEREFORE, for good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the City and Owner agree as follows:

1. Release. The Lien Agreement is hereby released pursuant to the SIA and is substituted with the Substitute Bonds as security for the Lien-Secured Improvements.

2. Intent. This Release is intended to fully release and terminate the Lien Agreement as an encumbrance on the Property, and upon recordation of this Release in the Official Records of Riverside County, California, the Lien Agreement shall be deemed released, vacated, and abandoned.

3. Retention of Other Rights. Nothing in this Release shall be construed to release, impair, or otherwise affect any rights, obligations, covenants, restrictions, or interests not expressly described herein, including all rights and obligations of City and Owner under the SIA and the Map.

4. Execution in Counterparts. / This Release may be executed in multiple counterparts, each of which shall be an original and all of which together shall constitute one agreement.

EXHIBIT B
IN WITNESS WHEREOF, the City and Owner have executed this Release as of the date first written above.

City OWNER
City of Menifee, a California municipal Minor Ranch, LLC, a Delaware limited corporation liability company
Nick Fidler, Public Works Director Nicole Burdette, Division President Armando G. Villa, City Manager
ATTEST:

Stephanie Roseen, City Clerk
APPROVED AS TO FORM:

Jeffrey T. Melching, City Attorney

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

State of California )
County of Riverside )
On , before me,
(insert name and title of the officer)
Notary Public, personally appeared
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.
1 certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

Signature (Seal)

EXHIBIT B

EXHIBIT A

LEGAL DESCRIPTION OF PROPERTY
Legal Description of the Property
Being Lots 1, 2, 3, 8, and 11 of Tract No. 38303, in the City of Menifee, County of Riverside, State of California, as shown by map on file in Book 418 _ Pages_l2 through 97, indusive, of Maps, in the Office of the County Recorder of said County.

See Exhibit "A-2", attached hereto and by this reference made a part hereof, for a depiction of said LAND

ICENSED
Tabor Bill TWAS
09/19/2024
Robert N. Beuschlein Date
LS 7874

EXHIBIT B
EXHIBIT "A-2"
Depiction of the Property
LOT
LOT 4
LOT 6 LeT 7
LOT 5

MALALKHUM
LOT 10
The Property - Lots 1, 2, 3, 8, and 11 Tract 38303

EXHIBIT B
Approved
City of Menifee
CITY OF MENIFEE ENGINEERING DEPARTMENT Engineering Dept.

CONSTRUCTION COST WORKSHEET 04/14/2026
TRACT 38303 BRIGGS ROAD IMP.

PARCEL MAP OR TRACT MAP NO. 38303 (City of Menifee) DATE: 4/14/2026 IP: 250004

FAITHFUL PERFORMANCE MATERIAL & LABOR

SECURITY SECURITY
(100% of Estimated (**50% of Estimated
IMPROVEMENTS Construction Costs) Construction Costs)
Street/Drainage $ 2,346,167.54 $ 2,346,000.00 2,346,000.00 Total 2,346,167.54 $ 2,346,000.00 $ 2,346,000.00
Warranty Retention (10%) $ 234,600.00

PROFESSIONAL

STERED BYONG
4/14/2026
Signature Date No. 55031
Exp. 06-30-26
Daniel Kim 55031 6/30/2026 CIVIL

STATE OF CALIFORNI
Name Typed or printed RCE# Exp. Date
Civil Engineer's Stamp
*Flood Control Construction Cost Estimate to be provided by Flood Control District. Provide a copy of Flood Control District letter stating cost estmate..
*** PLEASE READ INSTRUCTIONS BELOW ***

1. Quantities are to be taken from the Improvement Plans. Unit cost are to be as provided on "City of Menifee Improvement Requirement Worksheet."

2. Show Performance Bond Amounts to the nearest $500.00. Material and Labor Bond Amounts are 50% of Performance Bond Amountss. **100% for Flood Control items.

3. For Construction items not covered by "The City of Menifee Improvement Requirements Worksheet", Design Engineer is to provide his opinion of construction cost and use that cost. If City of Menifee Unit Costs are determined to be too low, in the opinion of the design engineer, the higher costs as provided by the Design Engineer should be used

CITY OF MENIFEE ENGINEERING DEPARTMENT

IMPROVEMENT REQUIREMENT WORKSHEET

STREET AND DRAINAGE IMPROVEMENTS

ITEM QUANTITY UNIT UNIT AMOUNT
COST
ROADWAY SECTION 1 Area = 177,810 S.F.

Excavation

1. Projects with Grading Plan for Roadway
Area x 0.50' (hinge point to hinge point) C.Y. 25.00 $ 0.00

2. Projects without a Grading Plan Cut (c) = 8,475 C.Y.

Road area and side slopes to daylight Fill (F) = C.Y.
if balance, provide (a.) only, either cut or fill
If export, provide (a.)&(b.) a = fill, b = cut - fill
If import, provide (a)&(c), a = cut, c = fill - cut
(Unit costs for (a), (b), & (c) are 20% of actual
costs to assure that work will be corrected to
eliminate hazardous conditions.)
(a.) Excavate and Fill C.Y. $ 0.40 $ 0.00
(b.) Excavate and Export 8,475 C.Y $ 1.10 $ 9,322.50
(c.) Import and Fill C.Y $ 2.80 $ 0.00
Asphalt Concrete (144 Ibs/cu.ft) 6,401 TON $ 90.00 $ 576,104.40 Thickness in Feet (0.33' min.) = 0.5
Agg Base Class II 4,412 C.Y. $ 50.00 $ 220,616.11
Thickness in Feet = 0.67
Sawcut Exist. A.C. Pavement 77,610 S,F. $ 1.00 $
Cold Plane A.C. Pavement S.F. 0.50 $
Curb and Gutter (Type A-8) 5,280 L.F. $ 16.00 $
Curb and Gutter (Type A-8A) 1,940 L.F. 16.00 $ 31,040.00 P.C.C. Sidewalk 23,450 S.F. $ 6.00 $ 140,700.00
P.C.C. Driveway Approach 600 S.F. $ 8.00 S
ADA Access Ramp (w/ new construction) 10 EA. $ 1,500.00 $ 15,000.00 Utility Trench 6.632 L.F. 10.00 $ 66.320.00
Street Lights (including conduit) 26 EA. $ 5,000.00 $ 130,000.00 Adjust MH to Grade (if no sewer plan) 3 EA. 400.00$ 1,200.00 Local Depression 5 EA. 1,000.00 $ 5,000.00
Redwood Header 220 LF 10.00 $ 2,200.00
Remove and Relocate Post 1 EA. 100.00 $ 100.00

LANDSCAPING
Maintenance Walk Std 113 3,835 S.F. 4.00 $ 15,340.00

CITY OF MENIFEE ENGINEERING DEPARTMENT

IMPROVEMENT REQUIREMENT WORKSHEET

STREET AND DRAINAGE IMPROVEMENTS

QUANTITY UNIT UNIT AMOUNT
ITEM
COST
ROADWAY SECTION 1 Area = 177,810 S.F.

Excavation

1. Projects with Grading Plan for Roadway
Area x 0.50' (hinge point to hinge point) C.Y. s 25.00 $ 0.00 Cut (c) = 8,475 C.Y.

2. Projects without a Grading Plan
Road area and side slopes to daylight Fill (f) = C.Y.
if balance, provide (a.) only, either cut or fill
If export, provide (a.)&(b.) a = fill, b = cut - fill
If import, provide (a)&(c), a = cut, c = fill - cut
(Unit costs for (a), (b), & (c) are 20% of actual
costs to assure that work will be corrected t
liminate hazardous conditions:

C.Y. 0.40$ 0.00
(a.) Excavate and Fill
8,475 C.Y. 1.10 $ 9,322.50
(b.) Excavate and Export
C.Y. 2.80$ 0.00
(c.) Import and Fill
Asphalt Concrete (144 Ibs/cu.ft) 6,401 TON $ 90.00 $ 576,104.40 Thickness in Feet (0.33' min.) = 0.5
Agg Base Class I| 4,412 C.Y. 50.00 $ 220,616.11
Thickness in Feet = 0.67
Sawcut Exist. A.C. Pavement 17,610 S,F 1.00$ 77,610.00
S.F. $ 0.50 $ 0.00
Cold Plane A.C. Pavement
5,280 L.F. $ 16.00 $ 84,480.00
Curb and Gutter (Type A-8)
1,940 L.F. 16.00 $ 31,040.00
Curb and Gutter (Type A-8A)
P.C.C. Sidewalk 23,450 S.F. $ 6.00$ 140,700.00
600 S.F. 8.00 $ 4,800.00
P.C.C. Driveway Approach
ADA Access Ramp (w/ new construction) 10 EA 1,500.00 $ 15,000.00 Utility Trench 6,632 L.F. 10.00 $ 66,320.00
Street Lights (including conduit) 26 EA. 5,000.00 $ 130,000.00 Adjust MH to Grade (if no sewer pian) 3 EA. 400.00 $ 1,200.00 Local Depression EA. $ 1,000.00 $ 5,000.00
Redwood Header 220 LF $ 10.00 $ 2,200.00
Remove and Relocate Post 1 EA 100.00 $ 100.00

LANDSCAPING
Maintenance Walk Std 113 3,835 S.F. 4.00 $ 15,340.00

DRAINAGE
2 EA 2,000.00 $
1,180 L.F. 113.00 $
85 L.F 132.00 $
39 L.F. $ 10.00 $
5 EA. 5,000.00 S
6 EA. 6A tA CA 2,500.00 $
6 EA. 2,500.00 $
3 EA. $ 5,000.00 $

SIGNING, STRIPING AND SIGNALS
Remove Painted Traffic Stripes and Markings $ 0.00
4" Painted Solid Stripes 0.00
4" Painted Solid Stripes (2 Coats)
4" Painted Broken Stripes
4" Painted Double Solid Stripes
6" Painted Bike Lane Stripes
8" Painted Channelizing Line
12" Painted Crosswalk & Limit Line
Painted One-Way, No Passing $ 0.00
$ 0.00
Painted Two-Way Left Turn Lane
Painted Pavement Markings $ 0.00
Remove Thermoplastic Traffic Stripes and Markings 0.00
4" Thermoplastic Solid Stripes $ 0.00
4" Thermoplastic Broken Stripes 0.00
4" Thermoplastic Double Solid Stripes $ 0.00
6" Thermoplastic Bike Lane Stripes $ 0.00
8" Thermoplastic Channelizing Line $ 0.00
12" Thermoplastic Crosswalk & Limit Line $ 0.00
Thermoplastic One-Way, No Passing $ 0.00
Thermoplastic Two-Way Left Tum Lane $ 0.00
Thermoplastic Pavement Markings $ 0.00

0.00 Marking
Thermoplastic Cross Walk and Pavement Marking $ 0.00
Remove, Sign, Salvage $ 0.00
Relocate Roadside Sign 0.00
Street Name Sign 0.00
Install Sign (Strap and Saddle Bracket Method) 0.00
Install Sign (Mast Arm Hanger Method) 0.00
Stop Sign & Post $ 0.00
Road Sign on existing pole / post (One Post) 0.00
Road Sign on existing pole / post (Two Post) 0.00
Object Marker - Modified Type "F" Delineator 0.00
Delineator (Class 1 Type F) 0.00
Delineator (Class 2) 0.00
Pavement Marker, Reflective 0.00
New Traffic Signal & Lighting (Major Intersection) 250,000.00 $ 0.00 New Traffic Signal & Lighting (Minor Intersection) 150,000.00 $ 0.00 Retrofit of Ex. Traffic Signal & Lighting 100,000.00 $ 0.00 6' Round Signal Loops 450.00 $ 0000
Install Pull Box (#5) 400.00 $ 0.00
Install Pull Box (#6) 500.00 $ 0.00
2" PVC Interconnect Conduit & Cable 25.00 $ 0.00
3" PVC Interconnect Conduit & Cable 30.00 S 0.00
3" PVC Conduit & Fiber Optic Cable 35.00 $ 0.00
Mobilization 1 30,000.00 $ 30,000.00
Traffic Control LS 15,000.00 S 15,000.00
A. Subtotal 1,629,283.01
PROFESSIONAL B. Administrative Contingency (20% x A) 325,856.60 C. Street Total (A + B) 1,955,139.61

ENGINEER HAVING SIGNED PLANS
No. 55031 D. 20% x C
Exp 06-30-26 391,027.92
E. Streets/Drainage Total (C + D) 2,346,167.54
CIVIL
Da
Mobilization 1 LS 30,000.00 $ 30,000.00
Traffic Control 1 LS $ 15,000.00 $ 15,000.00
A. Subtotal 1,629,283.01
Administrative Contingency (20% × A) 69 GA 325,856.60
PROFESS Y B.

ISTERED BYONG C. Street Total (A + B) 1,955,139.61

HAVING SIGNED PLANS
No. 55031 D. 20% x C L $ 391,027.92
Exp 06-30-26
E Streets/Drainage Total (C + D) $ 2,346,167.54
SATE
Da
Approved
City of Menifee
CITY OF MENIFEE ENGINEERING DEPARTMENT Engineering Dept.

CONSTRUCTION COST WORKSHEET 04/14/2026
TRACT 38303 BRIGGS ROAD IMP.

PARCEL MAP OR TRACT MAP NO. 38303 (City of Menifee) DATE: 4/14/2026 IP: 250004

FAITHFUL PERFORMANCE MATERIAL & LABOR

SECURITY SECURITY
(100% of Estimated (**50% of Estimated
IMPROVEMENTS Construction Costs) Construction Costs)
Street/Drainage $ 2,346,167.54 $ 2,346,000.00 $_ 2,346,000.00 Total 2,346,167.54 $ 2,346,000.00 2,346,000.00
Warranty Retention (10%) $ 234,600.00
DESIGN ENGINEER'S CALCULATION OF IMPROVEMENT BONDING COSTS.

Construction items and their quantities, as shown on the attached sheets, are accurate for the improvements required to construct the above project and the mathmatical extensions, using City's unit costs, are accurate for determining bonding costs
Above amounts do include additional 20% for recordation prior to having signed plans (Ordinance460, Section 10.3E).
alz HAEL BYONG
4/14/2026
Signature Date
Daniel Kim 55031 6/30/2026 STATE OF CALIFOREN CIVIL
Name Typed or printed RCE# Exp. Date
Civil Engineer's Stamp
*Flood Control Construction Cost Estimate to be provided by Flood Control District. Provide a copy of Flood Control District letter stating cost estmate.
*** PLEASE READ INSTRUCTIONS BELOW ***

1. Quantities are to be taken from the Improvement Plans. Unit cost are to be as provided on "City of Menifee Improvement Requirement Worksheet."

2. Show Performance Bond Amounts to the nearest $500.00. Material and Labor Bond Amounts are 50% of Performance Bond Amountss. **100% for Flood Control items.

CITY OF MENIFEE ENGINEERING DEPARTMENT

IMPROVEMENT REQUIREMENT WORKSHEET

STREET AND DRAINAGE IMPROVEMENTS

ITEM QUANTITY UNIT UNIT AMOUNT
COST
ROADWAY SECTION 1 Area = 177,810 S.F.

Excavation

1. Projects with Grading Plan for Roadway
Area x 0.50' (hinge point to hinge point) C.Y. 25.00 $ 0.00

2. Projects without a Grading Plan Cut (c) = 8,475 C.Y.

Road area and side slopes to daylight Fill (f) = C.Y.
if balance, provide (a.) only, either cut or fill
If export, provide (a.)&(b.) a = fill, b = cut - fill
If import, provide (a)&(c), a = cut, c = fill - cut
(Unit costs for (a), (b), & (c) are 20% of actual
costs to assure that work will be corrected to
eliminate hazardous conditions.)
(a.) Excavate and Fill C.Y. $ 0.40 $ 0.00
(b.) Excavate and Export 8,475 C.Y. $ 1.10 $ 9,322.50
(c.) Import and Fill C.Y. $ 2.80 $ 0.00
Asphalt Concrete (144 lbs/cu.ft) 6,401 TON $ 90.00$ 576,104.40 Thickness in Feet (0.33' min.) = 0.5
Agg Base Class II 4,412 C.Y. $ 50.00 $ 220,616.11
Thickness in Feet = 0.67
Sawcut Exist. A.C. Pavement 77,610 S,F 1.00 $ 77,610.00 Cold Plane A.C. Pavement S.F 0.50 $ 0.00
Curb and Gutter (Type A-8) 5,280 L.F. 16.00 S 84,480.00 Curb and Gutter (Type A-8A) 1,940 L.F. 16.00 $ 31,040.00 D C C Sidewalk 23,450 S.F. 6.00 $ 140,700.00
P.C.C. Driveway Approach 600 S.F. 8.00 $ 4,800.00
ADA Access Ramp (w/ new construction) 10 EA. 1,500.00 S 15,000.00 Utility Trench 6,632 L.F. S 10.00 $ 66,320.00
Street Lights (including conduit) 26 EA. $ 5,000.00 $ 130,000.00 Adjust MH to Grade ( if no sewer plan) 3 EA. 400.00 $ 1,200.00 Local Depression 5 $ 1,000.00 $ 5,000.00
Redwood Header 220 LF $ 10.00 2,200.00
Remove and Relocate Post 1 EA. 100.00 S 100.00

LANDSCAPING
Maintenance Walk Std 113 3,835 S.F. 4.00 $ 15,340.00

CITY OF MENIFEE ENGINEERING DEPARTMENT

IMPROVEMENT REQUIREMENT WORKSHEET

STREET AND DRAINAGE IMPROVEMENTS

ITEM QUANTITY UNIT UNIT AMOUNT
COST
ROADWAY SECTION 1 Area = 177,810 S.F.

Excavation

1. Projects with Grading Plan for Roadway
Area x 0.50' (hinge point to hinge point) C.Y. 25.00 $ 0.00 8,475 C.Y.

2. Projects without a Grading Plan Cut (c) =
Road area and side slopes to daylight Fill (f) = C.Y.

C.Y. 0.40 $ 0.00
(a.) Excavate and Fill CA CA
8,475 C.Y. 1.10 S 9,322.50
(b.) Excavate and Export
C.Y. $ 2.80 $ 0.00
(c.) Import and Fill
6,401 TON $ 90.00 $ 576,104.40
Asphalt Concrete (144 lbs/cu.ft)
Thickness in Feet (0.33' min.) = 0.5
4,412 C.Y. 50.00 $ 220,616.11
Agg Base Class I/
Thickness in Feet = 0.67
77,610 S,F. $ 1.00 $ 77,610.00
Sawcut Exist. A.C. Pavement
Cold Plane A.C. Pavement S.F. 0.50 $ 0.00
€A 67 84,480.00
Curb and Gutter (Type A-8) 5,280 16.00 $
Curb and Gutter (Type A-8A) 1,940 $ 16.00 $ 31,040.00
P.C.C. Sidewalk 23,450 S.F. 6.00 $ 140,700.00
P.C.C. Driveway Approach 600 S.F 8.00 $ 4,800.00
6A GA LA LA
ADA Access Ramp (w/ new construction) 10 EA 1,500.00 $ 15,000.00 6,632 L.F 10.00$ 66,320.00
Utility Trench
Street Lights (including conduit) 26 EA 5,000.00 $ 130,000.00 Adjust MH to Grade ( if no sewer plan ) 3 EA 400.00 $ 1,200.00 Local Depression 5 EA. CA GA 6A 6A LA 1,000.00 $ 5,000.00 Redwood Header 220 LF 10.00$ 2,200.00
EA. 100.00 $ 100.00
Remove and Relocate Post

LANDSCAPING
Maintenance Walk Std 113 3,835 S.F $ 4.00 $ 15,340.00

DRAINAGE
Curb Outlet Std 304 2 EA 2,000.00 $ 4,000.00
18" R.C.P. round, arch or elliptical 1,180 L. .F. 113.00 $ 133,340.00 24" R.C.P. round, arch or elliptical 85 L. F. 132.00 $ 11,220.00 12" V.C.P. round 39 L.F. EA CA CA CA EA CA EA CA 10.00$ 390.00 Catch Basin W=10' EA. 5,000.00 $ 25,000.00
End Plug EA. 2,500.00 $ 500.00
Concrete Collar EA. 2,500.00 $ 15,000.00
Manhole No. 1 3 EA. 5,000.00 S 15,000.00
6A GA 69 EA

EA CA EA EA EA EA
$
kings $
$ $
$ $
$
$
$
Marking $
ing $ $
$
$
cket Method) $
nod) $
One Post)
Doresty) NA CA EA CA CA CA
r Intersection) $
r Intersection) $
ing
tA tA

EA GA EA EA EA
Mobilization 1 $ 30,000.00$ 30,000.00
Traffic Control 1 LS 15.000.00$ 15,000.00
A. Subtotal 1,629,283.01
B. Administrative Contingency (20% x A) 325,856.60
BYONS C. Street Total (A + B) 1,955,139.61

HAVING SIGNED PLANS
No. 55031 D. 20% xc | $ 391,027.92
Exp 06-30-26
E. Streets/Drainage Total (C + D) 2,346,167.54
STATE N CIVIL.

Da
LS 30,000.00 $ 30,000.00
Mobilization --
LS $ 15,000.00 $ 15,000.00
Traffic Control
Subtotal 1,629,283.01
A.

B. Administrative Contingency (20% × A) 325,856.60
C Street Total (A+ B) 1,955,139.61
ВУОЛЬ

HAVING SIGNED PLANS
No. 55031 D. 20% xC 391,027.92
Exp 05-30-26
E. Streets/Drainage Total (C + D) 2,346,167.54
STATE
mammmmm
Approved for Bonding
¿ IP25-002 HWY74
CITY OF MENIFEE ENGINEERING DEPARTMENT CR 8/10/2026

CONSTRUCTION COST WORKSHEET
Highway 74 Frontage Improvements
PARCEL MAP OR TRACT MAP NO. 38303 DATE: 08/06/2026
IP: 25-002

FAITHFUL PERFORMANCE MATERIAL & LABOR

SECURITY SECURITY
(100% of Estimated **100% of Estimated
IMPROVEMENTS Construction Costs) Construction Costs)
Street/Drainage $ 8,992,271.00 8,993,000.00 $ 8,993,000.00 *Flood Control $ 0.00 $ 0.00 $ 0.00
Dom Wtr EMWD $ 0.00 0.00 $ 0.00
Rec Wtr EMWD $ 0.00 $ 0.00 $ 0.00
Sewer EMWD $ 0.00 0.00 $ 0.00
Total 8,992,271.00 $_ 8,993,000.00 $ 8,993,000.00
Warranty Retention (10%) $ 899,300.00

DESIGN ENGINEER'S CALCULATION OF IMPROVEMENT BONDING COSTS Construction items and their quantities, as shown on the attached sheets, are accurate for the improvements required to construct the above project and the mathmatical extensions, using City's unit costs, are accurate for determining bonding costs
Above amounts do include additional 50% for recordation prior to having signed plans (Ordinance 460, Section 10.3E).
08/06/2026 PROFESS
Date DRUI
Signature
03/2027 No. 86346
Lonnie Druliner 86346
*
Name Typed or printed RCE# Exp. Date
Civil Engineer's Stamp
*** PLEASE READ INSTRUCTIONS BELOW ***

1. Quantities are to be taken from the Improvement Plans. Unit cost are to be as provided on "City of Menifee Improvement Requirement Worksheet."

2. Show Performance Bond Amounts rounded up to the nearest $1,000.

CITY OF MENIFEE ENGINEERING DEPARTMENT

IMPROVEMENT REQUIREMENT WORKSHEET

STREET AND DRAINAGE IMPROVEMENTS

ITEM QUANTITY UNIT UNIT AMOUNT
COST
ROADWAY SECTION 1 Area = S.F.

Excavation

1. Projects with Grading Plan for Roadway
Area x 0.50' (hinge point to hinge point) 4,182 C.Y. 25.00 $ 104,550.00 Asphalt Concrete (144 Ibs/cu.ft) 6,600 TON 90.00 $ 594,000.00 Thickness in Feet (0.33' min.) = 0.5
Agg Base Class I! 5,700 CY. 50.00 $ 285,000.00
Thickness in Feet = 0.833333333
Asphalt Emulsion (Fog Seal/Paint Binder) Ton LA 6A 600.00$ 0.00 Sawcut Exist. A.C. Pavement L.F. 1.00 $ 0.00
Cold Plane A.C. Pavement 90,010 S.F. 0.50 $ 45,005.00
Remove A.C. Pavement 25,300 S.Y. 8.00 $ 202,400.00
Remove Curb and Gutter 2,620 L.F. $ 47,160.00
240 10005 2,400.00
Remove Barricade L.F.

AC overlay (min. 0.10") 90,010 S.F. $ 0.90 $ 81,009.00
Curb and Gutter (Type A-8) 2,600 L.F. 16.00 $
Type 8A Curb 5,060 L.F. 15.00 $
P.C.C. Cross Gutter and Spandrels 550 S.F. 10.00 $ 5,500.00 P.C.C. Sidewalk 16,100 S.F 6.00$ 96,600.00
ADA Access Ramp (w/ new construction) 3 EA. $ 1,500.00 $ 4,500.00 Metal Beam Guard Railing 900 L.F. 35.00 $ 31,500.00
Utility Trench, one side (Edison, Telephone, Cable) (total length of Streets) 2,750 L.F $ 10.00 $ 27,500.00
Chain Link Fence (6' ) L.F. 15.00 $ 0.00
Relocate Fence L.F. $ 12.00 $ 0.00
EA. $ 1,000.00 $ 0.00
Pipe Gate
7 EA. $ 10,000.00 $ 70,000.00
Relocate Power Pole
Street Lights (including conduit) 13 EA. $ 5,000.00$ 65,000.00 Adjust Water Valve to Grade ( if no water plan ) EA $ 200.00 $ 1,000.00 Adjust MH to Grade ( if no sewer plan ) EA. 500.00$ 500.00 Remove P.C.C surface (sidewalk, curb ramp, spandrel,
crossgutter, dwy) 2,100 S.Y. 60.00 S 126,000.00
Remove and relocate Bollard 16 EA $ 200.00 $ 3,200.00
Relocate FH 2 EA 5,000.00 S 10,000.00
6 EA $ 10,000.00 $ 60,000.00
Relocate Edison Facility
Clearing and Grubbing 236,900 S.F. 0.50 $ 118,450.00
Remove handrail 1 EA 500.00$ 500.00

0.00 EA LA CO CA CA CA tA CA

0.00 LANDSCAPING
Colored Stamped Concrete S.F. 10.00 $ 270,000.00
79000 $ 3.50 $ 348,600.00
Landscape and Irrigation S.F.

Landscape Fill Material C.Y. 27.00$
Water Meter EA 7,000.00 $ 0.00
Electric Meter S.F. 10,000.00 S 0.00
Remove trees EA $ 3,000.00 $ 0.00
$ 0.00
$ 0.00
$ $ 0.00

0.00 DRAINAGE
Concrete Bulkhead 2 EA. $ 200.00 $ 400.00
Slope Anchors for Pipes EA. 300.00 $ 0.00
Concrete Wingwall 15 L.F. 250.00 S 3,750.00
Cut Off Wall (Std 2') C.Y. 400.00$ 0.00
A. C. Overside Drain EA 500.00 S 0.00
Under Sidewalk Drain Std 309 EA 2,000.00 $ 0.00
Flat Outlet Drainage Structure Std 303 EA 2,000.00 $ 0.00 Curb Outlet Drainage Structure Std 308 EA $ 2,000.00 $ 0.00 S.F 6.50$ 0.00
Terrace Drain & Down Drain
Interceptor Drain S.F. 6.50 0.00
EA 200.00 $ 400.00
Concrete Collar
R.C. Box Culvert (2 - 2'X4' ) 22 C.Y. $ 400.00$ 8,680.00 6" Concrete Paving Channel C.Y. 200.00 $ 0.00
Rip Rap ( Ton Ton) Methob B ( 1.9 tons /CY) C.Y 80.00 $ 0.00 Rip Rap (1/2 Ton) Method B C.Y 90.00 $ 0.00
C.Y 100.00 $ 0.00
Rip Rap (1 Ton) Method B
Rip Rap (2 Ton) Method B C.Y. $ 110.00 $ 0.00
Grouted Rip Rap ( 1/4 Ton) Method B C.Y. $ 100.00$ 0.00 Grouted Rip Rap ( 1/2 Ton) Method B C.Y. S 120.00$ 0.00 Grouted Rip Rap (1 Ton) Method B C.Y 130.00 $ 0.00
C.Y 140.00 $ 0.00
Grouted Rip Rap (2 Ton) Method B
18" R.C.P. round, arch or elliptical L.F 113.00 $ 0.00
24" R.C.P. round, arch or elliptical 650 L.F $ 132.00$ 85,800.00 30" R.C.P. round, arch or elliptical L.F $ 153.00 $ 0.00 36" R.C.P. round, arch or elliptical 200 L.F $ 178.00 $ 35,600.00 42" R.C.P. round, arch or elliptical L.F. 204.00 $ 0.00 48" R.C.P. round, arch or elliptical 1.F 235.00 $ 0.00
54" R.C.P. round, arch or elliptical 900 L.F 250.00 $ 225,000.00 18" C.S.P. or HDPE N12 L.F 40.00 $ 0.00
24" C.S.P. or HDPE N12 L.F. 5000$ 0.00
30" C.S.P. or HDPE N12 L.F 60.00$ 0.00
36" C.S.P. or HDPE N12 15 L.F 70.00$ 1,050.00
L.F 80.00$ 0.00
42" C.S.P. or HDPE N12
L.F. 100.00 $ 0.00
48" C.S.P. or HDPE N12
Catch Basin W=4* EA 2,500.00$ 0.00
Catch Basin Type Gol w/Type 24-10C Grate 3 EA. 4.000.00 $ 12,000.00 Catch Basin W=14' EA 7,500.00$ 0.00
Catch Basin W=21' EA. 11,000.00 $ 0.00
EA. 14,500.00 $ 0.00
Catch Basin W=28'
EA. 2,500.00 $ 0.00
Inlet Type IX or X
EA 3,500.00 $ 0.00
Junction Structure No. 1
EA 4,500.00 S 0.00
Junction Structure No. 2
Junction Structure No. 6 EA 5,000.00 $ 0.00
EA. 12,500.00 $ 0.00
Transition Structure No. 1
Transition Structure No. 2 EA. 12,500.00$ 25,000.00
Transition Structure No. 3 EA. 4,500.00$ 0.00
EA. 5,000.00$ 10,000.00
Manhole No. 1
Manhole No. 2 $ 6,500.00$ 0.00
Manhole No. 3 S 2,700.00 $
Manhole No. 4 6,500.00 $
Retaining Wall 61 300.00$
Concrete Diversion Structure CA GA CA CA CA 5,000.00 $
Structural Reinforcement Concrete 400.00$
Headwall for 36" or smaller storm drain 3,500.00 $
Drop Inlet Structure 1 2,500.00 $
Vegetated Swale 1 221,000.00 $ 221,000.00
Remove and dispose of headwall/wingwall 3 350.00 $ 1,050.00 Remove Existing Storm Drain Pipe and Inlets) 2,672 180, 100000$ 180,100.00 Remove and relocate existing drainage structure 1 $ 200000$ 2,000.00 $ 0.00
$ 0.00
$ 0.00
$ 0.00

SIGNING, STRIPING AND SIGNALS
12" Painted Chevron 1,800 L.F. 1.30 $ 2,340.00
6" Thermoplastic Bike Lane Stripes 2,320 L.F. 0.63$ 1,461.60 6" Thermoplastic Edge Line 7,700 L.F. 0.635 4,851.00
8" Thermoplastic Channelizing Line 2,118 L.F. 0.82$ 1,736.76 12" Thermoplastic Crosswalk & Limit Line 470 0.97$
12" Thermoplastic Detail 12 6,670 0.97 $
6" Thermoplastic Detail 40 310 0.63 $
Thermoplastic Pavement Markings 240 $ 3.61 S
Relocate Roadside Sign 7 $ 100.00 S
Install Sign (Strap and Saddle Bracket Method) $ 150.00 S Install Sign (Mast Arm Hanger Method) $ 425.00 $
Road Sign on new pole/post (One Post) $ 250.00$
Pavement Marker, Reflective 3.75 $
New Traffic Signal & Lighting (Major Intersection) 250,000.00 $ Retrofit of Ex. Traffic Signal & Lighting 100,000.00 $
6' Round Signal Loops $ 450.00 $
Install Pull Box (#5) 15 400.00 $
Install Pull Box (#6) $ 500000 S
2" PVC Interconnect Conduit & Cable $ 25.00 $ 0.00
3" PVC Interconnect Conduit & Cable $ 30.00 $ 0.00
3" PVC Conduit & Fiber Optic Cable 35.00 $ 0.00
Dual Service Meter Cabinet $ 6,000.00 s

0.00 Survey 8,000.00 S
Design/submittals/review ---- S 40,000.00 S
Traffic Control 500,000.00 S
Mobilization 499,600.00 $
A. Subtotal 4,995,706.00
Unapproved PlansContingency (20% x A) 999,141.00
Street Total (A+B) 5,994,847.00
50% for Early Plans 2,997,424.00
E. Bonding Total (C+D) 8,992,271.00

CITY OF MENIFEE ENGINEERING DEPARTMENT

CONSTRUCTION COST WORKSHEET
Menifee Road Street/Drainage, Street Light, Signing/Striping/Traffic Signals PARCEL MAP OR TRACT MAP NO. 38303 DATE: 6/19/2026
IP: 24-021S, 24-021SL, IP24-021SS

FAITHFUL PERFORMANCE MATERIAL & LABOR

SECURITY SECURITY
(100% of Estimated (**100% of Estimated
IMPROVEMENTS Construction Costs) Construction Costs)
Street/Drainage $ 2,429,005.66 $ 2,430,000.00 $ 2,430,000.00 *Flood Control $ 0.00 $ 0.00 $ 0.00
Dom Wtr EMWD $ 0.00 $ 0.00 $ 0.00
Rec Wtr EMWD $ 0.00 $ 0.00 $ 0.00
Sewer EMWD $ 0.00 $ 0.00 $ 0.00
Total 2,429,005.66 2,430,000.00 $ 2,430,000.00
tA EA 243,000.00
Warranty Retention (10%)

PROFESSIONAL
6/19/2026 PYONG KIN
Signature Date ENGINEER
END 5-30324 55031
Daniel Kim 55031 6/30/2026
Name Typed or printed RCE# Exp. Date CIVIL

TATE OF CAL PASTEN
Civil Engineer's Stamp
*Flood Control Construction Cost Estimate to be provided by Flood Control District. Provide a copy of Flood Control District letter stating cost estmate.
*** PLEASE READ INSTRUCTIONS BELOW ***.

1. Quantities are to be taken from the Improvement Plans. Unit cost are to be as provided on "City of Menifee Improvement Requirement Worksheet."

2. Show Performance Bond Amounts rounded up to the nearest $1,000.

CITY OF MENIFEE ENGINEERING DEPARTMENT

IMPROVEMENT REQUIREMENT WORKSHEET

STREET AND DRAINAGE IMPROVEMENTS

ITEM QUANTITY UNIT UNIT AMOUNT
COST
ROADWAY SECTION 1 Area = 170,786 S.F.

Excavation

1. Projects with Grading Plan for Roadway
Area x 0.50' (hinge point to hinge point) C.Y. $ 25.00 $ 0.00

2. Projects without a Grading Plan Cut (c) = C.Y.

Road area and side slopes to daylight Fill (f) = C.Y.

If balance, provide (a.) only, either cut or fill
If export, provide (a.)&(b.) a = fill, b = cut - fill
If import, provide (a)&(c), a = cut, c = fill - cut
(Unit costs for (a), (b), & (c) are 20% of actual
costs to assure that work will be corrected to
eliminate hazardous conditions.)
(a.) Excavate and Fill C.Y. $ 0.40 $ 0.00
(b.) Excavate and Export 7,493 C.Y. $ 1.10 $ 8,242.30
(c.) Import and Fill C.Y. $ 2.80 $ 0.00
Asphalt Concrete (144 lbs/cu.ft) 6,148 TON $ 90.00$ 553,320.00 Thickness in Feet (0.33' min.) = 0.5
Agg Base Class I! 5,250 C.Y. $ 50.00 $ 262,500.00
Thickness in Feet = 0.83
Asphalt Emulsion (Fog Seal/Paint Binder) Ton $ 600.00 $ 0.00 ROADWAY SECTION 2 Area = S.F
Excavation

1. Projects with Grading Plan for Roadway
Area x 0.50' (hinge point to hinge point) C.Y 25.00$ 0.00

2. Projects without a Grading Plan: Cut (c) = C.Y.

Road area and side slopes to daylight Fill (f) = C.Y.
(a.) Excavate and Fill C.Y. $ 0.40 $ 0.00
(b.) Excavate and Export C.Y $ 1.10 $ 0.00
(c.) Import and Fill C.Y. $ 2.80 $ 0.00
Asphalt Concrete (144 lbs/cu.ft) TON 90.00 $ 0.00
Thickness in Feet (0.33' min.) = 0.39
Agg Base Class I! C.Y. 50.00 $ 0.00
Thickness in Feet = 0.5
Asphalt Emulsion (Fog Seal/Paint Binder) Ton 600.00$ 0.00 ROADWAY SECTION 3 Area = S.F.

Excavation

1. Projects with Grading Plan for Roadway
Area x 0.50' (hinge point to hinge point) C.Y. $ 25.00 $ 0.00

2. Projects without a Grading Plan: Cut (c) = C.Y.

Fill (f) = C.Y.
(a.) Excavate and Fill C.Y. $ 0.40 $ 0.00
(b.) Excavate and Export C.Y. $ 1.10 $ 0.00
(c.) Import and Fill C.Y. $ 2.80$
Asphalt Concrete (144 Ibs/cu.ft) TON 90.00 s
Thickness in Feet (0.33' min.) = 0.39
Agg Base Class I C.Y. 50.00 $ 0000
Thickness in Feet = 0.5
Asphalt Emulsion (Fog Seal/Paint Binder) Ton 600000s
Sawcut Exist. A.C. Pavement 88,510 L.F. $ 1.00 $ 37.5000 Cold Plane A.C. Pavement 48,090 S.F. $ 050$
Grinding A.C., in place $ 0.00
Remove A.C. Pavement $ 0.00
Remove Curb and Gutter 0.00
Remove A.C. Dike $ 0.00
Remove Chain Link Fence 0.00
Remove Barricade 0.00
Relocate Mailbox $ 0.00
AC overlay (min. 0.10) 0.00
Curb and Gutter (Type A-6) 0.00
Curb and Gutter (Type A-8) 5,035
Type "C" Curb $ 0.00
Type "D-1" Curb 0.00
Type "D" Curb $ 0.00
A.C. Dike (6"Xincl. material & labor) $ 0.00
A.C. Dike (8"Yincl. material & labor) 166 $
P.C.C. Cross Gutter and Spandrels $ 0.00
P.C.C. Sidewalk $
P.C.C. Driveway Approach
P.C.C. Dip Section Std. 307 0.00
ADA Access Ramp (w/ new construction) 4
ADA Access Ramp (in existing improvements) 2, 0.00
Barricades 0.00
Metal Beam Guard Railing 0.00
(total length of Streets) 0.00
Chain Link Fence (6') 0.00
Relocate Fence LA 0.00
Pipe Gate 1,000.00 $ 0.00
Relocate Power Pole 10,000.00 $ 0.00
Street Lights (including conduit) 24 5,000.00 $
Adjust Water Valve to Grade ( if no water plan ) 9 150.00 $ Adjust MH to Grade ( if no sewer plan ) 18 400.00 $
Curb and Gutter (Type A-8A) 4,218 16.00 $
Utility Trench 2,537 10.00 $
Local Depression 5 1,000.00 $
Redwood Header 10.00 $ 0.00
Median Taper 11.00 $ 0.00
Relocate Sign Post 100.00 $ 0.00
Remove Ex. Rip Rap 1,000.00 $ 0.00
Remove Ex. Driveway 2,625 2.00 $
Remove Ex. SD Structure 5,000.00$
Remove Ex. Guard Rail 620 3.00 $
FA EA 0.00
$
$ 0.00

LANDSCAPING
Maintenance Walk STD 113 S.F. 4.00 $ 0.00
Colored Stamped Concrete S.F 10.00 $ 0.00
Street Trees (15 Gallon) EA $ 100.00 $ 0.00
Landscape and Irrigation S.F 3.50 $ 0.00
Landscape Fill Material C.Y 27.00 $ 0.00
Water Meter EA 7,000.00 $ 0.00
Electric Meter S.F. $ 10,000.00 $ 0.00
Remove trees EA 3,000.00 $ 0.00

0.00 0.00

0.00 0.00
$ 0.00

DRAINAGE
$
$
$
$
$ 6.50S
Interceptor Drain $ 6.50 $
$
/CY)
$
$
$
$
$
$
$
$
$
$
$
$
$
Manhole No. 1
Manhole No. 2
Manhole No. 3
Manhole No. 4
$
GA LA tA LA
$ 0.00

SIGNING, STRIPING AND SIGNALS
Remove Painted Traffic Stripes and Markings 3,990
4" Painted Solid Stripes 8,755
4"Painted Painted Solid Stripes Coats Coats) 496
4" Painted Broken Stripes 1,375
4" Painted Double Solid Stripes 315 $
6" Painted Bike Lane Stripes $ 0.00
8" Painted Channelizing Line 294 $
12" Painted Crosswalk & Limit Line $ 0.00
Painted One-Way, No Passing $ 0.00
Painted Two-Way Left Turn Lane 0.00
Painted Pavement Markings 0.00
Remove Thermoplastic Traffic Stripes and Markings $ 0.00 4" Thermoplastic Solid Stripes $
4" Thermoplastic Broken Stripes $
4" Thermoplastic Double Solid Stripes
6" Thermoplastic Bike Lane Stripes $
8" Thermoplastic Channelizing Line
12" Thermoplastic Crosswalk & Limit Line
Thermoplastic One-Way, No Passing 0.00
Thermoplastic Two-Way Left Turn Lane 0.00
Thermoplastic Pavement Markings 1,005.0
Pavement Marking 315.0
Thermoplastic Cross Walk and Pavement Marking 5,760
Remove, Sign, Salvage 9
Relocate Roadside Sign $ 0.00
Street Name Sign 0.00
Install Sign (Strap and Saddle Bracket Method) 67
Install Sign (Mast Arm Hanger Method) 4 $
Stop Sign & Post $ 0.00
Road Sign on existing pole / post (One Post) 0.00
Road Sign on existing pole / post (Two Post) $ 0.00
Object Marker - Modified Type "F" Delineator 0.00
Delineator (Class 1 Type F) 0.00
Delineator ( Class 2) 0.00
Pavement Marker, Reflective
New Traffic Signal & Lighting (Major Intersection) 1 250,000.00 $ 250,000.00 New Traffic Signal & Lighting (Minor Intersection) $ 150,000.00 $ 0.00 Retrofit of Ex. Traffic Signal & Lighting 1 100,000.00 $ 100,000.00 6' Round Signal Loops 75 $ 450.00 $ 33,750.00
22 $ 400.00 $ 8,800.00
18 500000$ 9,000.00
2" PVC interconnect Conduit & Cable 2,550 $ 25.00$ 63,750.00 3" PVC Interconnect Conduit & Cable $ 30.00 $ 0.00
3" PVC Conduit & Fiber Optic Cable 2,550 35.00 $ 89,250.00 $ 0.00
$ 8,000.00 $ 0.00
Design/submittals/revie $ 40,000.00 $ 0.00
Mobilizatior $ 30,000.00$ 30,000.00
- - 15,000.00 $ 15,000.00
Traffic Control
A. $ 2,024,171.38
B. Administrative Contingency (20% × A) $ 404,834.28
C. CM - Inspection - LC (8%) $ 161,933.71
D Streets/Drainage Total (A+ B) 2,429,005.66
Approved
CITY OF MENIFEE ENGINEERING DEPARTMENT City of Menifee
CONSTRUCTION COST WORKSHEET Engineering Dept.
09/17/2025
PARCEL MAP OR TRACT MAP NO. 38303 DATE: 5/28/2025
IP: TP24-056S

FAITHFUL PERFORMANCE MATERIAL & LABOR

SECURITY SECURITY
(100% of Estimated (**100% of Estimated
IMPROVEMENTS Construction Costs) Construction Costs)
Street/Drainage 1.436,169.98 1,436,000.00 1.436,000.00
*Flood Control $ 0.00 $ 0.00 $' 0.00
Dom Wtr EMWD 0.00 $ 0.00 $ 0.00
Rec Wtr EMWD $ 0.00 0.00 $ 0.00
Sewer EMWD $ 0.00 0.00 $ 0.00
Total 1,436,169.98 $ 1,436,000.00 $ 1,436,000.00
Warranty Retention (10%) 143,600.00

DESIGN ENGINEER'S CALCULATION OF IMPROVEMENT BONDING COSTS Construction items and their quantities, as shown on the attached sheets, are accurate for the improvements required to construct the above project and the mathmatical extensions, using City's unit costs, are accurate for determining bonding costs
Above amounts do G do not G include additional 20% for recordation prior to having signed plans (Ordinance460, Section 10.3E).
5/28/2025
Signature Date STEL BYONE
No. 55031 NEER
Exp 08-30-28
Daniel Kim 55031 6/30/2026
Name Typed or printed RCE# Exp. Date STATE OF CALICONS
Civil Engineer's Stamp
*Flood Control Construction Cost Estimate to be provided by Flood Control District. Provide a copy of Flood Control District letter stating cost estate.
*** PLEASE READ INSTRUCTIONS BELOW ***

1. Quantities are to be taken from the Improvement Plans. Unit cost are to be as provided on "City of Menifee Improvement Requirement Worksheet."

2. Show Performance Bond Amounts to the nearest $500.00. Material and Labor Bond Amounts are 100% of Performance Bond Amountss. **100% for Flood Control items.

3. For Construction items not covered by "The City of Menifee Improvement Requirements Worksheet".

Design Engineer is to provide his opinion of construction cost and use that cost. If City of Menifec Unit Costs are determined to be too low, in the opinion of the design engineer, the higher costs as provided by the Design Engineer should be used.

CITY OF MENIFEE ENGINEERING DEPARTMENT

IMPROVEMENT REQUIREMENT WORKSHEET

STREET AND DRAINAGE IMPROVEMENTS

ITEM QUANTITY UNIT UNIT AMOUNT
COST
ROADWAY SECTION 1 Area = S.F.

Excavation

1. Projects with Grading Plan for Roadway
Area x 0.50' (hinge point to hinge point) C.Y. $ 25.00 $ 0.00

2. Projects without a Grading Plan Cut (c) = C.Y.

Road area and side slopes to daylight Fill (f) = C.Y.

If balance, provide (a.) only, either cut or fill
If export, provide (a.)&(b.) a = fill, b = cut - fill
If import, provide (a)&(c), a = cut, c = fill - cut
(Unit costs for (a).(b), & (c) are 20% of actual
costs to assure that work will be corrected to
eliminate hazardous conditions.)
(a.) Excavate and Fill 0.00
(b.) Excavate and Export I$ 0.00
(c.) Import and Fill 60 65
Asphalt Concrete (144 Ibs/cu.ft) 3,644
Thickness in Feet (0.33' min.) = 0.42
Agg Base Class II 2,512
Thickness in Feet = 0.67
Asphalt Emulsion (Fog Seal/Paint Binder) 0.00
ROADWAY SECTION 2 Area =
Excavation

1. Projects with Grading Plan for Roadway
Area x 0.50' (hinge point to hinge point) C.Y. $ 25.00 $ 0.00

2. Projects without a Grading Plan: Cut (c) = C.Y.

Road area and side slopes to daylight Fill (f) = C.Y.
(a.) Excavate and Fill C.Y. $ 0.40$ 0.00
(b.) Excavate and Export CY. $ 1.105 0.00
(c.) Import and Fill C.Y. $ 2.80 S 0.00
Asphalt Concrete (144 lbs/cu.ft) TON 90.00 $ 0.00
Thickness in Feet (0.33' min.) = 0.39
Agg Base Class II C.Y. $ 50.00 $ 0.00
Thickness in Feet = 0.5
Asphalt Emulsion (Fog Seal/Paint Binder) Ton IS 600.00$ 0.00 ROADWAY SECTION 3 Area = S.F.

Excavation

1. Projects with Grading Plan for Roadway
Area x 0.50' (hinge point to hinge point) $ 25.00$

2. Projects without a Grading Plan: Cut (c) =
Fill (f) =
(a.) Excavate and Fill 0.40 S
(b.) Excavate and Export 1.105
(c.) Import and Fill 2.80$
Asphalt Concrete (144 lbs/cu.ft) 90.00 $
Thickness in Feet (0.33' min.) = 0.39
Agg Base Class II 50.005
Thickness in Feet = 0.5
Asphalt Emulsion (Fog Seal/Paint Binder) 600.005
Sawcut Exist. A.C. Pavement 1,799 1.005 sele
Cold Plane A.C. Pavement 3.690 0 on en 0.50(5
Grinding A.C., in place 0.605 0.00
Remove A.C. Pavement 17.046 8.005 136,368.00
Remove Curb and Gutter 6A 69 18.005 0.00
Remove A.C. Dike 3.00 S 0.00
Remove Chain Link Fence 7.50$ 0.00
Remove Barricade in 67 10.003 0000
Relocate Mailbox EA 250.00 $ 0.00
AC overlay (min. 0.10) 3,690 S.F. 69 €A 0.905
Curb and Gutter (Type A-6) L.F. 14.00 $
Curb and Gutter (Type A-8) 4.770 L.F. 16.00 g
Type "C" Curb L.F. 12.005
Type "D-1" Curb L.F. 10.00 5
Type "D" Curb L.F 15.00$
A.C. Dike (6")(incl. material & labor) L.F 0 en en 8.00 S A.C. Dike (a)(incl. material & labor) L.F 10.00 $
P.C.C. Cross Gutter and Spandrels S.F. 10.003
P.C.C. Sidewalk S.F. 6.00 S 0.00
P.C.C. Driveway Approach 702 S.F. 8.00 5 5.616.00
P.C.C. Dip Section Std. 307 S.F 6.00$ 0.00
ADA Access Ramp (w/ new construction) EA 1,500.00 S 0.00 ADA Access Ramp (in existing improvements) EA. 2.500.00 S 0.00

CITY OF MENIFEE ENGINEERING DEPARTMENT

IMPROVEMENT REQUIREMENT WORKSHEET

STREET AND DRAINAGE IMPROVEMENTS

QUANTITY UNIT UNIT AMOUNT
ITEM
COST
ROADWAY SECTION 1 Area = S.F.

Excavation

1. Projects with Grading Plan for Roadway
Area x 0.50° (hinge point to hinge point) CY. 25.00 $ 0.00

2. Projects without a Grading Plan Cut (c) = C.Y.

Fill (f) = C.Y.

Road area and side slopes to daylight
If balance, provide (a.) only, either cut or fill
If export, provide (a.)&(b.) a = fill, b = cut - fill
If import, provide (a)&(c), a = cut, c = fill - cut
(Unit costs for (a), (b), & (c) are 20% of actual
costs to assure that work will be corrected to
eliminate hazardous conditions.)
(a.) Excavate and Fill C.Y. 0.40 S 0.00
(b.) Excavate and Export C.Y. 1.10 S 0.00
(c.) Import and Fill C.Y. 2.80 5 0.00
3,644 TON 90.00 S 327,991.68
Asphalt Concrete (144 lbs/cu.ft)
Thickness in Feet (0.33' min.) = 0.42
2,512 CY. 50.005 125.602.67
Agg Base Class Il
Thickness in Feet = 0.67
Ton 600.00 S 0.00
Asphalt Emulsion (Fog Seal/Paint Binder)
ROADWAY SECTION 2 Area = S.F
Excavation

1. Projects with Grading Plan for Roadway
Area x 0.50' (hinge point to hinge point) CY. 25.00 $ 0.00

2. Projects without a Grading Pian: Cut (c) = C.Y.

Road area and side slopes to daylight Fill (f) = CY.
(a.) Excavate and Fill C.Y. 0.40 $ 0.00
C.Y. 1.105 0.00
(b.) Excavate and Export
(c.) Import and Fill C.Y. 2.80 S 0.00
TON 90.00 $ 0.00
Asphalt Concrete (144 lbs/cu.ft)
Thickness in Feet (0.33' min.) = 0.39
C.Y. 50.00$ 0.00
Agg Base Class I|
Thickness in Feet = 0.5
Asphalt Emulsion (Fog Seal/Paint Binder) Ton TS 600.00$ 0.00 ROADWAY SECTION 3 Area = S.F
Excavation

1. Projects with Grading Plan for Roadway
Area x 0.50 (hinge point to hinge point) 25.00 $ 0.00

2. Projects without a Grading Plan: Cut (c) =
Fill (f) =
(a.) Excavate and Fill 0.40 $ 0.00
$ 1.105 0.00
(b.) Excavate and Export

2.80 S 0.00
(c.) import and Fill

90.005 0.00
Asphalt Concrete (144 lbs/cu.ft)
Thickness in Feet (0.33' min.) = 0.39

50.00$ 0.00
Agg Base Class II
Thickness in Feet = 0.5
600.005 0.00
Asphalt Emulsion (Fog Seal/Paint Binder) 1,799.00
Sawcut Exist. A.C. Pavement 1,799 1.00($
Cold Plane A.C. Pavement 3,690 0.50 s 1865.00
Grinding A.C., in place 0.605
17,046 8.00 S 136,368.00
Remove A.C. Pavement

18.00$ 0.00
Remove Curb and Gutter

3.00$ 0.00
Remove A.C. Dike
Remove Chain Link Fence 7.50 $ 0.00

10.00 $ 0.00
Remove Barricade
Relocate Mailbox 250.00 S 0.00
AC overlay (min. 0.10) 3,690 S.F. 0.90 S 3,321.00
L.F 14.00 $ 0.00
Curb and Gutter (Type A-6) tA tA
4,770 L.F. 16.00 B 76,320.00
Curb and Gutter (Type A-8)
L.F $ 12.00$ 0.00
Type "C" Curb 0.00
L.F. $ 10.005
Type "D-1" Curb
L.F. 15.00 S 0.00
Type "D" Curb
A.C. Dike (6")(incl. material & labor) L.F. $ 8.005 0.00 A.C. Dike (8")(incl. material & labor) L.F. 10.00 $ 0.00 P.C.C. Cross Gutter and Spandrels S.F $ 10.00 $ 0.00
P.C.C. Sidewalk S.F. 6.003 0.00
702 S.F. 8.00 S 5,616.00
P.C.C. Driveway Approach
P.C.C. Dip Section Std. 307 S.F. 6.00 S 0.00
ADA Access Ramp (w/ new construction) EA. 1.500.005
ADA Access Ramp (in existing improvements) EA 2,500.00 S 0.00 Barricades 100.00 S 0.00
Metal Beam Guard Railing 35.00 g
(total length of Streets) 10.00 $
Chain Link Fence (6) LF 15.00 $
Relocate Fence L.F 12.00 $
Pipe Gate EA 1,000.00 $
Relocate Power Pole EA 10,000.00S
Street Lights (including conduit) 29 EA 5.000.00$
Adjust Water Valve to Grade (if no water plan) EA S 150.00$ Adjust MH to Grade (if no sewer plan) EA 15 400.00 S
Is
IS

DRAINAGE
Concrete Bulkhead 200.00S
Slope Anchors for Pipes 300.00 S
Cut Off Wall (Std 2') C.Y. 400.00$
A. C. Overside Drain EA. 500.00 s
Under Sidewalk Drain Std 309 EA 2,000.00 $
Flat Outlet Drainage Structure Std 303 EA 0 10 10 9 0 0 0 00 0 CO 10 00 2,000.00$ Curb Outlet Drainage Structure Std 308 EA 2.000.00 $
Terrace Drain & Down Drain S.F. 6.50 S
Interceptor Drain S.F. 6.50 s
R.C. Box Culvert (2 - 3X5' ) C.Y. 400.00 S
Concrete Channel C.Y. 200.005 0.00
Rip Rap ( 1/4 Ton) Methob B ( 1.9 tons /CY) C.Y 80.00$ 0.00 Rip Rap (1/2 Ton) Method B C.Y. 90.00 $ 0.00
C.Y 100.00 $ 0.00
Rip Rap (1 Ton) Method B
Rip Rap (2 Ton) Method B C.Y. 110.00 $ 0.00
Grouted Rip Rap ( 1/4 Ton) Method B C.Y. 100.00 S 0.00
Grouted Rip Rap ( 1/2 Ton) Method B C.Y. 120.00 $ 0.00
Grouted Rip Rap (1 Ton) Method B C.Y 130.00$ 0.00
Grouted Rip Rap (2 Ton) Method B C.Y $ 140.00 $ 0.00
18" R.C.P. round, arch or elliptical 117 L.F. 113.00 $ 13,221.00 24" R.C.P. round, arch or elliptical 705 L.F. 132.00 S 93.060.00 30" R.C.P. round, arch or elliptical L.F. 153.00$ 0.00
36" R.C.P. round, arch or elliptical 178.00(5 0.00
42" R.C.P. round, arch or elliptical LE $ 204.00$ 0.00
48" R.C.P. round, arch or elliptical L.F. 235.00$ 0.00
18" C.S.P. or HDPE N12 L.F. 40.00 $ 0.00
24" C.S.P. or HDPE N12 L.F. $ 50.00$ 0.00
30" C.S.P. or HDPE N12 L.F. 60.00 $ 0.00
36° C.S.P. or HDPE N12 LE 70.00S
42" C.S.P. or HDPE N12 80.005
48" C.S.P. or HDPE N12 LF 100.00$
Catch Basin W=4' EA. 2,500.00$
Catch Basin W=7' EA 4,000.00$
Catch Basin W=14' EA 7,500.00 $
Catch Basin W=21* EA. 11.000.005
Catch Basin W=28' EA. 14,500.00S
Inlet Type IX or X EA 2,500.00 $
Junction Structure No. 1 19 59 09 59 69 3,500.00 $
Junction Structure No. 2 EA. 4,500.005
Junction Structure No. 6 EA. 5,000.00 $
Transition Structure No. 1 EA. 12,500.00 S
Transition Structure No. 2 EA. 12,500.00 $
Transition Structure No. 3 EA. 4.500.00 S
Manhole No. 1 3 EA. 5,000.005
Manhole No. 2 EA. 6,500.00 s
Manhole No. 3 EA. 2,700.00 s
Manhole No. 4 EA. 6,500.00s
Structural Reinforcement Concrete C.Y. 400.00 S
Headwall for 36" or smaller storm drain 2 EA. 3,500.00 S Storm Drain Cleanout Type A EA. 5.000.00 S
Concrete Drop Inlet CB110 EA. 2.500.005
Broks Box EA. 1,500.005
MWS L 88 EA. S 10,000.00 $
MWS L 4 19 EA S 10,000.005
g" PVC Pipe L.F 150.003

SIGNING, STRIPING AND SIGNALS
Remove Painted Traffic Stripes and Markings S.F 2.50 $ 0.00 4ª Painted Solid Stripes 755 L.F. 0.215 158.55
4" Painted Solid Stripes (2 Coats) L.F. 10 42 0.308 0.00 6* Painted Broken Stripes L.F. 0.165 0.00
• Painted Double Solid Stripes L.F. 0.475 0.00
6* Painted Bike Lane Stripes 0.65 $ 0.00
8" Painted Channelizing Line 0.82$ 0.00
12" Painted Crosswalk & Limit Line 1.30 S 0.00
Painted One-Way, No Passing 0.36$ 0.00
Painted Two-Way Left Tum Lane L.F. 0.82$ 0.00
Painted Pavement Markings S.F 2.70$ 0.00
Remove Thermoplastic Traffic Stripes and Markings S.F 2,50$ 0.00 4" Thermoplastic Solid Stripes L.F. 0.52$ 0.00
6" Thermoplastic Broken Stripes 215 L.F. 0.47$ 101.05
6" Thermoplastic Double Solid Stripes 1,090 L.F. 0.83 $ 904.70 6" Thermoplastic Bike Lane Stripes L.F. 0.63$ 0.00
8" Thermoplastic Channelizing Line 200 L.F. 0.78 $ 156.00 12" Thermoplastic Crosswalk & Limit Line L.F $ 0.97 $ 0.00 Thermoplastic One-Way, No Passing L.F. 1.13 $ 0.00
Thermoplastic Two-Way Left Turn Lane 5,305 L.F. 2.83 $ 15.013.15 Thermoplastic Pavement Markings S.F S 3.61$ 0.00
Marking 80.0 S.F 2.25 $ 180.00
Thermoplastic Cross Walk and Pavement Marking S.F 300$ 0.00 Remove, Sign, Salvage EA 50.00$ 0.00
Relocate Roadside Sign 2 100.00 $ 200.00
Street Name Sign 275.00$ 0.00
Install Sign (Strap and Saddle Bracket Method) 31 150.00$ 4,650.00 Install Sign (Mast Arm Hanger Method) 425.00$ 0.00
Stop Sign & Post 250.00$ 0.00
Road Sign on existing pole / post (One Post) 150.003 0.00 Road Sign on existing pole / post (Two Post) 300.00S 0.00 Object Marker - Modified Type "F" Delineator EA. 60.005 0.00 Delineator (Class 1 Type F) EA. 40.00 S 0.00
Delineator ( Class 2) EA 45.00 S 0.00
Pavement Marker, Reflective EA $ 3.75 $ 0.00
New Traffic Signal & Lighting (Major Intersection) LS 250,000.00$ 0.00 New Traffic Signal & Lighting (Minor Intersection) LS $ 150,000.00 $ 0.00 Retrofit of Ex. Traffic Signal & Lighting LS 100,000.00S 0.00 6' Round Signal Loops EA 450.00 $ 0.00
Install Pull Box (#5) EA 400.00 S 0.00
Install Pull Box (#6) EA 500.00 $ 0.00
2° PVC Interconnect Conduit & Cable L.F 25.00$ 0.00
3" PVC Interconnect Conduit & Cable L.F. $ 30.00 S 0.00 3* PVC Conduit & Fiber Optic Cable L.F. 35.00 S 0.00

0.00 Survey LS 8.000.00 $ 8,000.00
Design/submittals/review LS 40,000.00 $ 40,000.00
Mobilization LS 30,000.00 $ 30,000.00
Traffic Control 15.000.00S 15,000.00
Subtotal $ 1,122.007.80
B. Administrative Contingency (20% × A) 224.401.56
C. CM - Inspection - LC (8%) 89.760.62
Streets/Drainage Total (A+B) 1.436.169.98
6" Painted Bike Lane Stripes 0,65 $ 0.00

0.82 $ 0.00
B" Painted Channelizing Line 1.30 5 0.00
12" Painted Crosswalk & Limit Line

0.365 0.00
Painted One-Way, No Passing

0.82$ 0.00
Painted Two-Way Left Tum Lane
S.F 2.70$ 0.00
Painted Paverent Markings
S.F 2.50 $ 0.00
Remove Thermoplastic Trafffic Stripes and Markings
L.F 0,52$ 0.00
4" Thermoplastic Solid Stripes
215 L.F. 0.47$ 101.05
6" Thermoplastic Broken Stripes
1,090 L.F. 0.83 5 904.70
6" Termoplastic Double Solid Stripes
L.F 0.63 S 0.00
6" Termoplastic Bike Lane Stripes
200 L.F. 0.785 156.00
8" Termoplastic Channelizing Line
L.F 0.97$ 0.00
12" Themoplastic Crosswalk & Limit Line
L.F → A B BA SA 1 CA HA HA BA CA BA IA NA A A A 40 UD CD CA GA 69 00 57 1.13 $ 0.00 Thermoplastic One-Way, No Passing
5,305 L.F 283 5 15,013.15
Thermoplastic Two-Way Left Tum Lane
S.F 3.61S 0.00
Thermoplastic Pavement Markings

80.0 S.F. 2,25 S 180.00
Mamoiastc Cross Walk and Pavement Making S.F. 300S 0.00 EA. 50.00$ 0.00
Remove, Sign, Salvage
2 EA. 100.00 $ 200.00
Relocate Roadside Sign
EA. 275.00$ 0.00
Street Name Sign
31 EA. 150.005 4,650.00
Install Sign (Strap and Saddle Bracket Method)
Install Sign (Mast Arm Hanger Method) EA 425.00 $ 0.00
EA. 250.00$ 0.00
Stop Sign & Post
Road Sign on existing pole / post (One Post) EA. 150.00s 0.00 EA. 300.00 5 0.00
Road Sign on existing pole / post (Two Post) 0000
EA 60.00 $
Object Marker - Modified Type "F" Delineator 0.00
EA. 40.00 S
Delineator (Class 1 Type F)
EA. 45.00 $ 0.00
Pavement Marker, Reflective EA. 3.75 s 0.00
LS 250,000.00$ 0.00
New Traffic Signal & Lighting (Major Intersection)
Now Traffic Signal & Lighting (Minor Intersection) LS 150,000.00 $ 0.00 Retrofit of Ex. Traffic Signal & Lighting LS 100,000.00 S 0.00 6' Round Signal Loops EA $ 450.00 S 0.00
EA $ 400.00 S 0.00
EA $ 500.00$ 0.00
2" PVC Interconnect Conduit & Cable L.F. 25.00$ 0.00
3" PVC Interconnect Conduit & Cable L.F. 30.00 S 0.00
3* PVC Conduit & Fiber Optic Cable L.F. 35.00 S 0.00

0.00 LS 8,000.00$ 8,000.00
Survey 40,000.00
Design/submittals/review LS $ 40,000.00\5
Mobilization LS $ 30,000.00 S 30,000.00
Traffic Control LS 15.000.005 15,000.00
A. Subtotal 1,122,007.80
B. Administrative Contingency (20% xA) 224,401.56
C. CM - Inspection - LC (8%) vs to ca 89,760.62
Streets/Drainage Total (A + B) 1,436,169.98
Approved
City of Menifee
CITY OF MENIFEE ENGINEERING DEPARTMENT Engineering Dept.

CONSTRUCTION COST WORKSHEET 07/01/2026
PARCEL MAP OR TRACT MAP NO. 38303 DATE: 6/24/2026
IP: TP25-039L

FAITHFUL PERFORMANCE MATERIAL & LABOR

SECURITY SECURITY
(100% of Estimated (100% of Estimated
IMPROVEMENTS Construction Costs) Construction Costs)
Landscape $ 1,298,040.00 $ 1,298,000.00 1,298,000.00
Total 1,298,000.00 $ 1,298,000.00 $ 1,298,000.00
Warranty Retention (10%) $ 129,800.00

Hathal 06/24/2026
Signature Date
Robert Clark 4233 12-31-27
-31-27
Renewal Date
06-24-26
Name Typed or printed RLA# Exp. Date Date

OR CALIFORNIN
Landscape Architect's Stamp
*** PLEASE READ INSTRUCTIONS BELOW ***

1. Quantities are to be taken from the Improvement Plans. Unit cost are to be as provided on "City of Menifee Improvement Requirement Worksheet."

2. Show Performance Bond Amounts to the nearest $500.00.

3. For Construction items not covered by "The City of Menifee Improvement Requirements Worksheet", Landscape Architect is to provide his opinion of construction cost and use that cost. If City of Menifee Unit Costs are determined to be too low, in the opinion of the Landscape Architect, the higher costs as provided by the Landscape Architect should be used.

CLARK & GREEN
Associates
Client: Brookfield Residential
Project: Menifee Valley CFD POC 4
Phase: Preliminary
Date: June 24, 2026

UNIT SUB

ITEM QTY UNIT PRICE TOTAL TOTAL
T A. LANDSCAPE
Irrigation 71,365 s.f. 7.00 499,600
3 Shrubs (1 gal) 1,138 ea. 12.00 13,700
4 Shrubs (5 gal) 6,381 ea. 30.00 191,400
5 Shrubs (15 gal) 5 ea. 150.00 800
6 Trees (24" box) 126 ea. 600.00 75,600
Irrigation Controller Allow 17,000
8 Soil Preparation/Fine Grading 71,365 s.f. 0.25 17,800 9 1-Year Establishment/Maintenance 71,365 s.f. 0.60 42,800 10 Mulch 71,365 s.f. 0.65 46,400
11 Root Barriers 3,468 l.f. 25.00 86,700
12 6" Wide Concrete Mow Curb 4,496 l.f. 20.00 89,900
13 SUBTOTAL 1,081,700
14 20% CONTINGENCY 216,340
15 TOTAL 1,298,040
Menifee Valley CFD POC 4 Cost Estimate 2026-06-24
Approved
CITY OF MENIFEE ENGINEERING DEPARTMENT minerg Dep
CONSTRUCTION COST WORKSHEET 6/25/202
PARCEL MAP OR TRACT MAP NO. 38303 DATE: 6/24/2026
IP: IP25-040L

FAITHFUL PERFORMANCE MATERIAL & LABOR

SECURITY SECURITY
(100% of Estimated (100% of Estimated
IMPROVEMENTS Construction Costs) Construction Costs)
Landscape $. 2,119,920.00 $ 2,120,000.00 $ 2,120,000.00 Total 2,120,000.00 $ 2,120,000.00 $ 2,120,000.00
Warranty Retention (10%) $ 212,000.00

LANDSCAPE ACHITECT'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
Indicate Below
Above amounts X do/_ do not include additional 20% for bonding prior to having signed plans (Ordinance460, Section 10.3E).
06/24/2026
Signature Date
Robert Clark Signature
4233 12-31-27 12-31-27
* Renewal Date
Name Typed or printed RLA# Exp. Date 06-24-26
Date
Landscape Architect's Stamp
*** PLEASE READ INSTRUCTIONS BELOW ***

1. Quantities are to be taken from the Improvement Plans. Unit cost are to be as provided on "City of Menifee Improvement Requirement Worksheet."

2. Show Performance Bond Amounts to the nearest $500.00.

CLARK & GREEN
Associates
Client: Brookfield Residential
Project: Menifee Valley CFD POC 11 - IP25-040L
Phase: Preliminary
Date: June 24, 2026

UNIT SUB

ITEM QTY UNIT PRICE TOTAL TOTAL
A. LANDSCAPE
2 Irrigation 129,531 s.f. 7.00 906,700
3 Shrubs (1 gal) 1,914 ea. 12.00 23,000
4 Shrubs (5 gal) 9,562 ea. 30.00 286,900
5 Trees (24" box) 127 ea. 600.00 76,200
6 Trees (36" box) 41 ea. 900.00 36,900
Palm Trees (15' bth) 8 ea. 2,100.00 16,800
8 Irrigation Controller Allow 17,000
Soil Preparation/Fine Grading 129,531 s.f. 0.25 32,400
10 1-Year Establishment/Maintenance 129,531 s.f. 0.60 77,700 = Mulch 129,531 s.f. 0.65 84,200
Root Barriers 1,792 L.f. 25.00 44,800
6" Wide Concrete Mow Curb 8,198 l.f. 20.00 164,000
14 SUBTOTAL 1,766,600
20% CONTINGENCY 353,320
16 TOTAL 2,119,920
Menifee Valley CFD POC 11 Cost Estimate 2026-06-24

CITY OF MENIFEE ENGINEERING DEPARTMENT

CONSTRUCTION COST WORKSHEET
Menifee Valley Business Park (CFD) POC 5 - McLaughlin Road PARCEL MAP OR TRACT MAP NO. TM-38303 DATE: 3/27/2026
IP: 25-041

FAITHFUL PERFORMANCE MATERIAL & LABOR

SECURITY SECURITY
(100% of Estimated (100% of Estimated
IMPROVEMENTS Construction Costs) Construction Costs)
Landscape $ 443,164.80 $ 443,000.00 $ 443,000.00
*Flood Control $ 0.00 $ 0.00 $ 0.00
Dom Wtr EMWD $ 0000 $ 0.00 $ 0.00
Rec Wtr EMWD $ 0.00 $ $ 0.00
Sewer EMWD $ 0.00 $ $ 0.00
Total 443,164.80 $ 443,000.00 $ 143,000.00
Warranty Retention (10%) 44,300.00

STORATORE
Lorenzo Rodarte 5965 8/31/2027 3/27/26
DATE
Name Typed or printed RLA# Exp. Date

STATE OF CALIFORNIA
Landscape Architect's Stamp
*Flood Control Construction Cost Estimate to be provided by Flood Control District. Provide a copy of Flood Control District letter stating cost estmate.
*** PLEASE READ INSTRUCTIONS BELOW **

1. Quantities are to be taken from the Improvement Plans. Unit cost are to be as provided on "City of Menifee Improvement Requirement Worksheet."

2. Show Performance Bond Amounts to the nearest $500.00. Material and Labor Bond Amounts are 100% of Performance Bond Amountss. **100% for Flood Control items.

CITY OF MENIFEE ENGINEERING DEPARTMENT

IMPROVEMENT REQUIREMENT WORKSHEET

LANDSCAPE

ITEM QUANTITY UNIT UNIT AMOUNT
COST

LANDSCAPING
Street Trees (24" Box) 97 EA 600.00 $ 58,200.00
Shrubs (1 gal) 693 EA 12.00 $ 8,316.00
Shrubs (5 gal) 925 EA 30.00$ 27,750.00
Soil Preparation/Fine Grading 10,433 S.F. $ 0.25 $ 2,608.25 Irrigation 10,433 S.F. $ 7.00 $ 73,031.00
Decomposed Granite 1,288 S.F. $ 2.00 $ 2,576.00
Mulch 10,433 S.F. $ 0.65 $
rigation Water Meter 1 EA $ 17,000.00 $ 17,000.00
6" Concrete Mow Curb 3,305 L.F. $ 20.00 $ 66,100.00
Root Barriers 3,104 L.F. 25.00 $ 77,600.00
1-Year Establishment/Maintenance 10,433 S.F. $ 0.60 $
Subtotal 346,222.50
Administrative Contingency (20% x A) 69 09 6A 69,244.50 C. CM - Inspection - LC (8%) 27,697.80
D Landscape Total (A + B) 443,164.80

CITY OF MENIFEE ENGINEERING DEPARTMENT

CONSTRUCTION COST WORKSHEET
Menifee Valley Business Park (CFD) POC 6 - Malaga Road
PARCEL MAP OR TRACT MAP NO. TM-38303 DATE: 5/5/2026
IP: 25-042

FAITHFUL PERFORMANCE MATERIAL & LABOR

SECURITY SECURITY
(100% of Estimated (100% of Estimated
IMPROVEMENTS Construction Costs) Construction Costs)
Landscape $ 374,311.04 $ 374,500.00 $ 374,500.00
*Flood Control $ 0.00 $ 0.00 $
Dom Wtr EMWD $ 0.00 $ 0.00 $
Rec Wtr $ 0.00 $ 0.00 $ 0.00
EMWD
Sewer EMWD $ 0.00 $ 0.00 $
Total 374,311.04 $ 374,500.00 $ 374,500.00
Warranty Retention (10%) 37,450.00

SIGNATURE
Lorenzo Rodarte 5965 8/31/2027 5/5/26
Name Typed or printed RLA# Exp. Date

STATE OF CALFOR
Landscape Architect's Stamp
*Flood Control Construction Cost Estimate to be provided by Flood Control District. Provide a copy of Flood Control District letter stating cost estate.
*** PLEASE READ INSTRUCTIONS BELOW ***

1. Quantities are to be taken from the Improvement Plans. Unit cost are to be as provided on "City of Menifee Improvement Requirement Worksheet."

2. Show Performance Bond Amounts to the nearest $500.00. Material and Labor Bond Amounts are 100% of Performance Bond Amountss. **100% for Flood Control items.

CITY OF MENIFEE ENGINEERING DEPARTMENT

IMPROVEMENT REQUIREMENT WORKSHEET

LANDSCAPE

ITEM QUANTITY UNIT UNIT AMOUNT
COST

LANDSCAPING
Street Trees (24" Box) 62 EA $ 600.00$ 37,200.00
Shrubs (1 gal) 903 EA $ 12.00 $ 10,836.00
Shrubs (5 gal) 629 EA $ 30.00$ 18,870.00
Soil Preparation/Fine Grading 12,857 S.F.
[irrigation 12,857 S.F. 7.00 $
Mulch 12,857 S.F.

Irrigation Water Meter 1 EA $
6" Concrete Mow Curb 2,482 L.F. $
Root Barriers 1,984 IF $
1-Year Establishment/Maintenance 12,857 S.F. $
A. Subtotal $
B. Administrative Contingency (20% × A) 58,486.10
C. CM - Inspection - LC (8%) 23,394.44
D Landscape Total (A + B) 374,311.04

Menifee City CouncilOctober 7, 2026

Menifee City Council
October 7, 2026