Agreement — Menifee City Council, January 21, 2026

PARCEL MAP OR TRACT MAP NO. DATE:

IP:

IMPROVEMENTS
Street/Drainage $ 39,574.23 $ $
*Flood Control $ 0.00 $ $
Dom Wtr EMWD $ 0.00 $ $
Rec Wtr EMWD $ 0.00 $ $
Sewer EMWD $ 0.00 $ $
Total 39,574.23 $ $
Warranty Retention (10%) $
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).
6/10/2025
Signature Date
FRANK A. ARTIGA 61860 9/30/2025
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.

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.
39,500.00 39,500.00
3,950.00

DESIGN ENGINEER'S CALCULATION OF IMPROVEMENT BONDING COSTS *** PLEASE READ INSTRUCTIONS BELOW ***

0.00 0.00

0.00 0.00
Construction Costs) Construction Costs)
39,500.00 39,500.00

0.00 0.00

FAITHFUL PERFORMANCE MATERIAL & LABOR

SECURITY SECURITY
(100% of Estimated (**100% of Estimated
24-020SS

CITY OF MENIFEE ENGINEERING DEPARTMENT

CONSTRUCTION COST WORKSHEET
TR 31229-1 [S/S] 6/10/2025
Approved for bonding
A. Backlund
6/10/25

1. Approved Cost Estimate:

Bonds for Tract #31229-1 For the Construction of
Signing & Striping Improvements IP24-020SS,
executed June 13, 2025. Bond No. 0268040 by
Berkley Insurance Company, 475 Steamboat
Road, Greenwich, CT 06830.

Faithful Performance and Materials & Labor Bond
$39,500.

CITY OF MENIFEE ENGINEERING DEPARTMENT

IMPROVEMENT REQUIREMENT WORKSHEET

STREET AND DRAINAGE IMPROVEMENTS

UNIT
ROADWAY SECTION 1 Area = S.F.

Excavation
Cut (c) = C.Y.

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

C.Y. $ 0.40 $ 0.00
C.Y. $ 1.10 $ 0.00
C.Y. $ 2.80 $ 0.00
TON $ 90.00 $ 0.00
Thickness in Feet (4" min.) =
C.Y. $ 50.00 $ 0.00
Thickness in Feet (6" min.) =
Ton $ 600.00 $ 0.00
ROADWAY SECTION 2 Area = S.F.

Excavation

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

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

C.Y. $ 0.40 $ 0.00
C.Y. $ 1.10 $ 0.00
C.Y. $ 2.80 $ 0.00
TON $ 90.00 $ 0.00
Thickness in Feet (5" min.) =
C.Y. $ 50.00 $ 0.00
Thickness in Feet (6" min.) =
Ton $ 600.00 $ 0.00
ROADWAY SECTION 3 Area = S.F.

Excavation

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

Fill (f) = C.Y.

C.Y. $ 0.40 $ 0.00
C.Y. $ 1.10 $ 0.00
C.Y. $ 2.80 $ 0.00
TON $ 90.00 $ 0.00
Thickness in Feet (6" min.) =
C.Y. $ 50.00 $ 0.00
Thickness in Feet (8" min.) =
Ton $ 600.00 $ 0.00
L.F. $ 1.00 $ 0.00
S.F. $ 0.50 $ 0.00
S.Y. $ 0.60 $ 0.00
S.Y. $ 8.00 $ 0.00
L.F. $ 18.00 $ 0.00
L.F. $ 3.00 $ 0.00
L.F. $ 7.50 $ 0.00
L.F. $ 10.00 $ 0.00
EA. $ 250.00 $ 0.00

ITEM QUANTITY UNIT AMOUNT
COST

25.00 $ 0.00 Area x 0.50' (hinge point to hinge point)

2. Projects without a Grading Plan
108,448

1. Projects with Grading Plan for Roadway
C.Y. $
(c.) Import and Fill -
Asphalt Concrete (144 lbs/cu.ft) -

0.5 Agg Base Class II -
If balance, provide (a.) only, either cut or fill
If export, provide (a.)&(b.) a = fill, b = cut - fill
(a.) Excavate and Fill -
(b.) Excavate and Export -
C.Y. $ 25.00 $ 0.00 Area x 0.50' (hinge point to hinge point)

0.67 Asphalt Emulsion (Fog Seal/Paint Binder)
(1 ton = 240 gals)

1. Projects with Grading Plan for Roadway
(c.) Import and Fill -
Asphalt Concrete (144 lbs/cu.ft) -
0 Agg Base Class II -
(a.) Excavate and Fill -
(b.) Excavate and Export -
C.Y. $ 25.00 $ 0.00 Area x 0.50' (hinge point to hinge point) 0 Asphalt Emulsion (Fog Seal/Paint Binder)
(1 ton = 240 gals) -

1. Projects with Grading Plan for Roadway
(c.) Import and Fill -
Asphalt Concrete (144 lbs/cu.ft) -
0 Agg Base Class II -
(a.) Excavate and Fill -
(b.) Excavate and Export -
Grinding A.C. , in place
Remove A.C. Pavement -
Remove Curb and Gutter
0 Asphalt Emulsion (Fog Seal/Paint Binder)
(1 ton = 240 gals)
-
Sawcut Exist. A.C. Pavement -
Cold Plane A.C. Pavement
Relocate Mailbox
Remove A.C. Dike
Remove Chain Link Fence
Remove Barricade
S.F. $ 0.90 $ 0.00
L.F. $ 14.00 $ 0.00
L.F. $ 16.00 $ 0.00
L.F. $ 12.00 $ 0.00
L.F. $ 10.00 $ 0.00
L.F. $ 15.00 $ 0.00
L.F. $ 8.00 $ 0.00
L.F. $ 10.00 $ 0.00
S.F. $ 10.00 $ 0.00
S.F. $ 6.00 $ 0.00
S.F. $ 8.00 $ 0.00
S.F. $ 6.00 $ 0.00
EA. $ 1,500.00 $ 0.00
EA. $ 2,500.00 $ 0.00
L.F. $ 100.00 $ 0.00
L.F. $ 35.00 $ 0.00
L.F. $ 10.00 $ 0.00
L.F. $ 15.00 $ 0.00
L.F. $ 12.00 $ 0.00
EA. $ 1,000.00 $ 0.00
EA. $ 10,000.00 $ 0.00
EA. $ 5,000.00 $ 0.00
EA. $ 150.00 $ 0.00
EA. $ 400.00 $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
S.F. $ 4.00 $ 0.00
S.F. $ 10.00 $ 0.00
EA $ 100.00 $ 0.00
S.F. $ 3.50 $ 0.00
C.Y. $ 27.00 $ 0.00
EA $ 7,000.00 $ 0.00
S.F. $ 10,000.00 $ 0.00
EA $ 3,000.00 $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
EA. $ 200.00 $ 0.00
EA. $ 300.00 $ 0.00
C.Y. $ 400.00 $ 0.00
EA. $ 500.00 $ 0.00
EA $ 2,000.00 $ 0.00
EA $ 2,000.00 $ 0.00
EA $ 2,000.00 $ 0.00
AC overlay (min. 0.10')
Curb and Gutter (Type A-6)
Type "D" Curb
A.C. Dike (6")(incl. material & labor)
A.C. Dike (8")(incl. material & labor) -
Curb and Gutter (Type A-8) -
Type "C" Curb
Type "D-1" Curb
P.C.C. Dip Section Std. 307
ADA Access Ramp (w/ new construction) -
ADA Access Ramp (in existing improvements)
P.C.C. Cross Gutter and Spandrels -
P.C.C. Sidewalk -
P.C.C. Driveway Approach -
Chain Link Fence ( 6' )
Relocate Fence
Pipe Gate
Barricades
Metal Beam Guard RailingUtility Trench, one side (Edison, Telephone, Cable) (total length of Streets)
Adjust MH to Grade ( if no sewer plan ) 0
Relocate Power Pole -
Street Lights (including conduit)
Adjust Water Valve to Grade ( if no water plan ) 0

LANDSCAPING
Maintenance Walk STD 113
Landscape Fill Material
Water Meter
Electric Meter
Colored Stamped Concrete
Street Trees ( 15 Gallon )
Landscape and Irrigation
Remove trees
Cut Off Wall ( Std 2' )
A. C. Overside Drain
Under Sidewalk Drain Std 309

DRAINAGE
Concrete Bulkhead
Slope Anchors for Pipes
Flat Outlet Drainage Structure Std 303
Curb Outlet Drainage Structure Std 308
S.F. $ 6.50 $ 0.00
S.F. $ 6.50 $ 0.00
C.Y. $ 400.00 $ 0.00
C.Y. $ 200.00 $ 0.00
C.Y. $ 80.00 $ 0.00
C.Y. $ 90.00 $ 0.00
C.Y. $ 100.00 $ 0.00
C.Y. $ 110.00 $ 0.00
C.Y. $ 100.00 $ 0.00
C.Y. $ 120.00 $ 0.00
C.Y. $ 130.00 $ 0.00
C.Y. $ 140.00 $ 0.00
L.F. $ 113.00 $ 0.00
L.F. $ 132.00 $ 0.00
L.F. $ 153.00 $ 0.00
L.F. $ 178.00 $ 0.00
L.F. $ 204.00 $ 0.00
L.F. $ 235.00 $ 0.00
L.F. $ 40.00 $ 0.00
L.F. $ 50.00 $ 0.00
L.F. $ 60.00 $ 0.00
L.F. $ 70.00 $ 0.00
L.F. $ 80.00 $ 0.00
L.F. $ 100.00 $ 0.00
EA. $ 2,500.00 $ 0.00
EA. $ 4,000.00 $ 0.00
EA. $ 7,500.00 $ 0.00
EA. $ 11,000.00 $ 0.00
EA. $ 14,500.00 $ 0.00
EA. $ 2,500.00 $ 0.00
EA. $ 3,500.00 $ 0.00
EA. $ 4,500.00 $ 0.00
EA. $ 5,000.00 $ 0.00
EA. $ 12,500.00 $ 0.00
EA. $ 12,500.00 $ 0.00
EA. $ 4,500.00 $ 0.00
EA. $ 5,000.00 $ 0.00
EA. $ 6,500.00 $ 0.00
EA. $ 2,700.00 $ 0.00
EA. $ 6,500.00 $ 0.00
C.Y. $ 400.00 $ 0.00
EA. $ 3,500.00 $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
S.F $ 2.50 $ 0.00
L.F. $ 0.21 $ 364.14
L.F. $ 0.30 $ 0.00
L.F. $ 0.16 $ 586.88
L.F. $ 0.47 $ 0.00
L.F. $ 0.65 $ 3,786.90
L.F. $ 0.82 $ 0.00
Interceptor Drain
R.C. Box Culvert (2 - 3'X5' )
Concrete Channel
Terrace Drain & Down Drain
Rip Rap ( 2 Ton ) Method B
Grouted Rip Rap ( 1/4 Ton ) Method B
Grouted Rip Rap ( 1/2 Ton ) Method B
Rip Rap ( 1/4 Ton ) Methob B ( 1.9 tons /CY) -
Rip Rap ( 1/2 Ton ) Method B
Rip Rap ( 1 Ton ) Method B
24" R.C.P. round, arch or elliptical
30" R.C.P. round, arch or elliptical
36" R.C.P. round, arch or elliptical
Grouted Rip Rap ( 1 Ton ) Method B
Grouted Rip Rap ( 2 Ton ) Method B
18" R.C.P. round, arch or elliptical
24" C.S.P. or HDPE N12
30" C.S.P. or HDPE N12
36" C.S.P. or HDPE N12
42" R.C.P. round, arch or elliptical
48" R.C.P. round, arch or elliptical
18" C.S.P. or HDPE N12
Catch Basin W=7'
Catch Basin W=14'
Catch Basin W=21'
42" C.S.P. or HDPE N12
48" C.S.P. or HDPE N12
Catch Basin W=4' 0
Junction Structure No. 2
Junction Structure No. 6
Transition Structure No. 1
Catch Basin W=28'
Inlet Type IX or X
Junction Structure No. 1
Manhole No. 2
Manhole No. 3
Manhole No. 4
Transition Structure No. 2
Transition Structure No. 3
Manhole No. 1
Structural Reinforcement Concrete
Headwall for 36" or smaller storm drain 0

SIGNING, STRIPING AND SIGNALS
Remove Painted Traffic Stripes and Markings
4" Painted Double Solid Stripes
6" Painted Lane Stripes 5,826
8" Painted Channelizing Line
4" Painted Solid Stripes 1,734
4" Painted Solid Stripes (2 Coats )
4" Painted Broken Stripes 3,668
L.F. $ 1.30 $ 0.00
L.F. $ 0.36 $ 0.00
L.F. $ 0.82 $ 0.00
S.F $ 2.70 $ 0.00
S.F $ 2.50 $ 375.00
L.F. $ 0.52 $ 473.20
L.F. $ 0.47 $ 3,188.01
L.F. $ 0.83 $ 0.00
L.F. $ 0.63 $ 3,306.24
L.F. $ 0.78 $ 0.00
L.F. $ 0.97 $ 0.00
L.F. $ 1.13 $ 0.00
L.F. $ 2.83 $ 0.00
S.F $ 3.61 $ 1,624.50
S.F. $ 2.25 $ 1,012.50
S.F. $ 3.00 $ 4,500.00
EA. $ 50.00 $ 500.00
EA. $ 100.00 $ 1,000.00
EA. $ 275.00 $ 1,100.00
EA. $ 150.00 $ 0.00
EA. $ 425.00 $ 0.00
EA. $ 250.00 $ 1,000.00
EA. $ 150.00 $ 8,100.00
EA. $ 300.00 $ 0.00
EA. $ 60.00 $ 0.00
EA. $ 40.00 $ 0.00
EA. $ 45.00 $ 0.00
EA. $ 3.75 $ 0.00
LS $ 250,000.00 $ 0.00
LS $ 150,000.00 $ 0.00
LS $ 100,000.00 $ 0.00
EA $ 450.00 $ 0.00
EA $ 400.00 $ 0.00
EA $ 500.00 $ 0.00
L.F. $ 25.00 $ 0.00
L.F. $ 30.00 $ 0.00
L.F. $ 35.00 $ 0.00
$ $ 0.00
LS $ 8,000.00 $ 0.00
LS $ 40,000.00 $ 0.00
LS $ 30,000.00 $ 0.00
LS $ 15,000.00 $ 0.00
A. $ 30,917.37
B. Administrative Contingency (20% x A) $ 6,183.47
C. CM - Inspection - LC (8%) $ 2,473.39
D Streets/Drainage Total (A + B) $ 39,574.23
Painted Pavement Markings
Remove Thermoplastic Trafffic Stripes and Markings 150
4" Thermoplastic Solid Stripes 910
12" Painted Crosswalk & Limit Line
Painted One-Way, No Passing
Painted Two-Way Left Turn Lane
8" Thermoplastic Channelizing Line
12" Thermoplastic Crosswalk & Limit Line
Thermoplastic One-Way, No Passing
4" Thermoplastic Broken Stripes 6,783
4" Thermoplastic Double Solid Stripes
6" Thermoplastic Bike Lane Stripes 5,248
Thermoplastic Cross Walk and Pavement Marking 1,500
Remove, Sign, Salvage 10
Relocate Roadside Sign 10
Thermoplastic Two-Way Left Turn Lane
Thermoplastic Pavement Markings 450 Thermoplastic Channelizing Limit Line and Pavement Marking 450.0
Stop Sign & Post 4
Road Sign on existing pole / post (One Post) 54
Road Sign on existing pole / post (Two Post)
Street Name Sign 4
Install Sign ( Strap and Saddle Bracket Method)
Install Sign (Mast Arm Hanger Method)
Pavement Marker, Reflective
New Traffic Signal & Lighting (Major Intersection)
New Traffic Signal & Lighting (Minor Intersection)
Object Marker - Modified Type "F" Delineator
Delineator ( Class 1 Type F)
Delineator ( Class 2 )
Install Pull Box (#6)
2" PVC Interconnect Conduit & Cable
3" PVC Interconnect Conduit & Cable
Retrofit of Ex. Traffic Signal & Lighting
6' Round Signal Loops
Install Pull Box (#5)
Subtotal
Design/submittals/review
Mobilization
Traffic Control
3" PVC Conduit & Fiber Optic Cable
Survey
PARCEL MAP OR TRACT MAP NO. DATE:

IP:

IMPROVEMENTS
Street/Drainage $ 0.00 $ $
*Flood Control $ 0.00 $ $
Dom Wtr EMWD $ 384,825.60 $ $
Rec Wtr EMWD $ 0.00 $ $
Sewer EMWD $ 606,528.00 $ $
Total 991,353.60 $ $
Warranty Retention (10%) $
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).
1/21/2025
Signature Date
FRANK A. ARTIGA 61860 9/30/2025
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.

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.

24-020U

CITY OF MENIFEE ENGINEERING DEPARTMENT

CONSTRUCTION COST WORKSHEET
TR 31229-1 [SNW] 1/21/2025

FAITHFUL PERFORMANCE MATERIAL & LABOR

SECURITY SECURITY
(100% of Estimated (**100% of Estimated
Construction Costs) Construction Costs)

0.00 0.00

0.00 0.00
385,000.00 385,000.00

0.00 0.00
606,500.00 606,500.00
991,500.00 991,500.00
99,150.00

DESIGN ENGINEER'S CALCULATION OF IMPROVEMENT BONDING COSTS *** PLEASE READ INSTRUCTIONS BELOW ***
Approved for bonding
3/6/25
A. Backlund

2. Approved Cost Estimate:

Bonds for Tract #31229-1 For the Construction of
Water System and Sewer Improvements
IP24-020U, executed March 14, 2025. Bond No.
024282709 by Liberty Mutual Insurance Co., 175
Berkely St., Boston, MA 02116.

Faithful Performance and Materials & Labor Bond
$991,500.

UNIT
L.F. $ 25.00 $ 0.00
L.F. $ 30.00 $ 0.00
L.F. $ 35.00 $ 167,020.00
L.F. $ 55.00 $ 0.00
L.F. $ 90.00 $ 0.00
L.F. $ 135.00 $ 0.00
L.F. $ 180.00 $ 0.00
EA. $ 715.00 $ 0.00
EA. $ 830.00 $ 0.00
EA. $ 1,340.00 $ 21,440.00
EA. $ 2,300.00 $ 0.00
EA. $ 6,270.00 $ 0.00
EA. $ 14,300.00 $ 0.00
EA. $ 4,000.00 $ 64,000.00
EA. $ 4,500.00 $ 0.00
EA. $ 3,500.00 $ 0.00
EA. $ 4,000.00 $ 0.00
EA. $ 2,400.00 $ 21,600.00
EA. $ 4,000.00 $ 0.00
EA. $ 800.00 $ 96,000.00
EA. $ 2,480.00 $ 0.00
EA. $ 2,780.00 $ 0.00
EA. $ 4,500.00 $ 0.00
EA. $ 200.00 $ 0.00
EA. $ 500.00 $ 0.00
EA. $ 2,000.00 $ 2,000.00
EA. $ 1,000.00 $ 0.00
EA. $ 1,430.00 $ 0.00
EA. $ 1,750.00 $ 0.00
EA. $ 2,200.00 $ 2,200.00
EA. $ 3,150.00 $ 0.00
EA. $ 500.00 $ 60,000.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
A. $ 267,240.00
B. $ 53,448.00
C. $ 320,688.00
D. $ 64,137.60
E. $ 384,825.60

CITY OF MENIFEE ENGINEERING DEPARTMENT

IMPROVEMENT REQUIREMENT WORKSHEET

DOMESTIC WATER IMPROVEMENTS

ITEM QUANTITY UNIT AMOUNT
COST
4" Waterline PVC C-900 DR-18
6" Waterline PVC C-900 DR-18
8" Waterline PVC C-900 DR-18 4,772
12" Waterline PVC C-900 DR-18
16" Waterline PVC C-905 DR-18
18" Waterline PVC C-905 DR-18
20" Waterline PVC C-905 DR-18
4" Gate Valve RS
6" Gate Valve RS
8" Gate Valve RS 16
12" Gate Valve RS
16" Gate Valve RS
18" Gate Valve RS
6" Fire Hydrant (Standard) 16
6" Fire Hydrant (Super)
4" Blowoff
6" Blowoff
1" Air and Vacuum Valve. 9
2" Air and Vacuum Valve.
1" Service Connection ( No Meter) 120
1-1/2" Service Connection ( No Meter)
2" Service Connection ( No Meter)
4" Service Connection ( No Meter)
Adjust Water Valve to Grade
Removal of Blowoff
Join at existing end of 8" pipe 1
1" Hot Tap
4" Hot Tap
6" Hot Tap
8" Hot Tap 1
12" Hot Tap
Install pressure regulator 120

BOND AMOUNT FOR RECORDATION PRIOR

TO HAVING SIGNED PLANS
Subtotal
Administrative Contingency (20% x A)
Water Total (A + B)
20% x C
Water Total (C + D)

CITY OF MENIFEE ENGINEERING DEPARTMENT

IMPROVEMENT REQUIREMENT WORKSHEET

RECYCLED WATER IMPROVEMENTS

UNIT
L.F. $ 25.00 $ 0.00
L.F. $ 30.00 $ 0.00
L.F. $ 35.00 $ 6,405.00
L.F. $ 55.00 $ 0.00
L.F. $ 90.00 $ 0.00
L.F. $ 135.00 $ 0.00
L.F. $ 180.00 $ 0.00
EA. $ 715.00 $ 0.00
EA. $ 830.00 $ 0.00
EA. $ 1,340.00 $ 4,020.00
EA. $ 2,300.00 $ 0.00
EA. $ 6,270.00 $ 0.00
EA. $ 14,300.00 $ 0.00
EA. $ 3,500.00 $ 0.00
EA. $ 4,000.00 $ 4,000.00
EA. $ 2,400.00 $ 0.00
EA. $ 4,000.00 $ 0.00
EA. $ 800.00 $ 0.00
EA. $ 2,480.00 $ 0.00
EA. $ 2,780.00 $ 2,780.00
EA. $ 4,500.00 $ 0.00
EA. $ 200.00 $ 0.00
EA. $ 500.00 $ 0.00
EA. $ 2,000.00 $ 0.00
EA. $ 1,000.00 $ 0.00
EA. $ 1,430.00 $ 0.00
EA. $ 1,750.00 $ 0.00
EA. $ 2,200.00 $ 2,200.00
EA. $ 3,150.00 $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
A. $ 13,000.00
B. $ 2,600.00
C. $ 15,600.00
D. $ 3,120.00
E. $ 18,720.00
COST

ITEM QUANTITY UNIT AMOUNT
4" Waterline PVC C-900 DR-18 Purple
6" Waterline PVC C-900 DR-18 Purple
8" Waterline PVC C-900 DR-18 Purple 183
12" Waterline PVC C-900 DR-18 Purple
16" Waterline PVC C-905 DR-18 Purple
18" Waterline PVC C-905 DR-18 Purple
20" Waterline PVC C-905 DR-18 Purple
4" Gate Valve RS
6" Gate Valve RS
8" Gate Valve RS 3
12" Gate Valve RS
16" Gate Valve RS
18" Gate Valve RS
4" Blowoff
6" Blowoff 1
1" Air and Vacuum Valve.
2" Air and Vacuum Valve.
1" Service Connection ( No Meter)
1-1/2" Service Connection ( No Meter)
2" Service Connection ( No Meter) 1
4" Service Connection ( No Meter)
Adjust Water Valve to Grade
Removal of Blowoff
Join at existing end of 8" pipe
1" Hot Tap
4" Hot Tap
6" Hot Tap
8" Cut in Tee Connection 1
12" Hot Tap
Subtotal
Administrative Contingency (20% x A)
Water Total (A + B)BOND AMOUNT FOR RECORDATION PRIOR

TO HAVING SIGNED PLAND
20% x C
Water Total (C + D)

UNIT
L.F. $ 25.00 $ 86,300.00
L.F. $ 30.00 $ 0.00
L.F. $ 35.00 $ 167,300.00
L.F. $ 46.00 $ 0.00
L.F. $ 54.00 $ 0.00
L.F. $ 90.00 $ 0.00
L.F. $ 55.00 $ 0.00
L.F. $ 62.00 $ 0.00
L.F. $ 72.00 $ 0.00
L.F. $ 81.00 $ 0.00
L.F. $ 162.00 $ 0.00
L.F. $ 183.00 $ 0.00
L.F. $ 195.00 $ 0.00
L.F. $ 215.00 $ 0.00
L.F. $ 236.00 $ 0.00
EA. $ 3,140.00 $ 78,500.00
EA. $ 4,500.00 $ 0.00
EA. $ 3,300.00 $ 0.00
EA. $ 730.00 $ 87,600.00
EA. $ 200.00 $ 0.00
EA. $ 2,100.00 $ 0.00
EA. $ 1,500.00 $ 0.00
EA. $ 1,500.00 $ 1,500.00
EA. $ 2,000.00 $ 0.00
EA. $ 400.00 $ 0.00
EA. $ 500.00 $ 0.00
L.F. $ 35.00 $ 0.00
EA. $ 2,500.00 $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
A. $ 421,200.00
B. $ 84,240.00
C. $ 505,440.00
D. $ 101,088.00
E. $ 606,528.00

CITY OF MENIFEE ENGINEERING DEPARTMENT

IMPROVEMENT REQUIREMENT WORKSHEET

SANITARY SEWER IMPROVEMENTS

ITEM QUANTITY UNIT AMOUNT
COST
4" PVC SDR 35 (Use it for Residential Laterals) 3452
6" PVC SDR 35 Green
8" PVC SDR 35 Green 4780
10" PVC SDR 35 Green
12" PVC SDR 35 Green
15" PVC SDR 35 Green
8" VCP
10" VCP
12" VCP
15" VCP
18" VCP
21" VCP
24" VCP
27" VCP
30" VCP
Standard Manhole 48" 25
Standard Manhole 60"
Shallow Manhole (5' or less)
Clean out 120
Clean out Lateral
Tie to Existing Manhole
Rechannel Existing Manhole
Join Existing 8" Pipe 1
Join Existing 12" Pipe
Chimney
Adjust M.H. to grade
Concrete Encasement
Remove end cap and join
20% x C
Sewer Total (C + D)
Subtotal
Administrative Contingency (20% x A)
Sewer Total (A + B)BOND AMOUNT FOR RECORDATION PRIOR
TO HAVING SIGNED PLAND ( ORD.460, SEC.

PARCEL MAP OR TRACT MAP NO. DATE:

IP:

IMPROVEMENTS
Street/Drainage $ 267,257.60 $ $
*Flood Control $ 0.00 $ $
Dom Wtr EMWD $ 0.00 $ $
Rec Wtr EMWD $ 0.00 $ $
Sewer EMWD $ 0.00 $ $
Total 267,257.60 $ $
Warranty Retention (10%) $
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).
7/17/2024
Signature Date
Robert Kahn RCE# 20285 Exp. 9/30/25
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.

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.

DESIGN ENGINEER'S CALCULATION OF IMPROVEMENT BONDING COSTS *** PLEASE READ INSTRUCTIONS BELOW ***

0.00 0.00

0.00 0.00
Construction Costs) Construction Costs)
267,500.00 133,750.00

0.00 0.00

FAITHFUL PERFORMANCE MATERIAL & LABOR

SECURITY SECURITY
(100% of Estimated (**50% of Estimated
23-020TS

CITY OF MENIFEE ENGINEERING DEPARTMENT

CONSTRUCTION COST WORKSHEET
31229 7/17/2024
Approved for Bonding
8/8/2024
A. Backlund

3. Approved Cost Estimate:

Bonds for Tract #31229-1 For the Construction
of Traffic Signal Improvements IP23-020TS,
executed August 20th, 2024. Bond No.
30212966 by The Continental Insurance
Company, 151 N. Franklin Street, Chicago, IL
60606.

Faithful Performance Bond $267,500. Materials
and Labor Bond $133,750
L.F. $ 0.30 $ 0.00
L.F. $ 0.16 $ 0.00
L.F. $ 0.47 $ 0.00
L.F. $ 0.65 $ 0.00
L.F. $ 0.82 $ 0.00
L.F. $ 1.30 $ 0.00
L.F. $ 0.36 $ 0.00
L.F. $ 0.82 $ 0.00
S.F $ 2.70 $ 0.00
S.F $ 2.50 $ 0.00
L.F. $ 0.52 $ 0.00
L.F. $ 0.47 $ 0.00
L.F. $ 0.83 $ 0.00
L.F. $ 0.63 $ 0.00
L.F. $ 0.78 $ 0.00
L.F. $ 0.97 $ 0.00
L.F. $ 1.13 $ 0.00
L.F. $ 2.83 $ 0.00
S.F $ 3.61 $ 0.00
S.F. $ 2.25 $ 0.00
S.F. $ 3.00 $ 0.00
EA. $ 50.00 $ 100.00
EA. $ 100.00 $ 100.00
EA. $ 275.00 $ 0.00
EA. $ 150.00 $ 150.00
EA. $ 425.00 $ 0.00
EA. $ 250.00 $ 1,000.00
EA. $ 150.00 $ 0.00
EA. $ 300.00 $ 0.00
EA. $ 60.00 $ 0.00
EA. $ 40.00 $ 0.00
EA. $ 45.00 $ 0.00
EA. $ 3.75 $ 0.00
LS $ 250,000.00 $ 0.00
LS $ 150,000.00 $ 0.00
LS $ 100,000.00 $ 100,000.00
EA $ 450.00 $ 6,300.00
EA $ 400.00 $ 0.00
EA $ 500.00 $ 8,500.00
L.F. $ 25.00 $ 0.00
L.F. $ 30.00 $ 0.00
L.F. $ 35.00 $ 92,645.00
$ $ 0.00
LS $ 8,000.00 $ 0.00
LS $ 40,000.00 $ 0.00
LS $ 30,000.00 $ 0.00
LS $ 15,000.00 $ 0.00
A. $ 208,795.00
B. Administrative Contingency (20% x A) $ 41,759.00
C. CM - Inspection - LC (8%) $ 16,703.60
D Streets/Drainage Total (A + B) $ 267,257.60
Subtotal
Design/submittals/review
Mobilization
Traffic Control
3" PVC Conduit & Fiber Optic Cable 2,647
Survey
Install Pull Box (#6) 17
2" PVC Interconnect Conduit & Cable
3" PVC Interconnect Conduit & Cable
Retrofit of Ex. Traffic Signal & Lighting 1
6' Round Signal Loops 14
Install Pull Box (#5)
Pavement Marker, Reflective
New Traffic Signal & Lighting (Major Intersection)
New Traffic Signal & Lighting (Minor Intersection)
Object Marker - Modified Type "F" Delineator
Delineator ( Class 1 Type F)
Delineator ( Class 2 )
Stop Roadside Sign & Post 4
Road Sign on existing pole / post (One Post)
Road Sign on existing pole / post (Two Post)
Street Name Sign
Install Sign ( Strap and Saddle Bracket Method) 1
Install Sign (Mast Arm Hanger Method)
Thermoplastic Cross Walk and Pavement Marking
Remove, Sign, Salvage 2
Relocate Roadside Sign 1
Thermoplastic Two-Way Left Turn Lane
Thermoplastic Pavement MarkingsThermoplastic Channelizing Limit Line and Pavement Marking
8" Thermoplastic Channelizing Line
12" Thermoplastic Crosswalk & Limit Line
Thermoplastic One-Way, No Passing
4" Thermoplastic Broken Stripes
4" Thermoplastic Double Solid Stripes
6" Thermoplastic Bike Lane Stripes
Painted Pavement Markings
Remove Thermoplastic Trafffic Stripes and Markings
4" Thermoplastic Solid Stripes
12" Painted Crosswalk & Limit Line
Painted One-Way, No Passing
Painted Two-Way Left Turn Lane
4" Painted Double Solid Stripes
6" Painted Bike Lane Stripes
8" Painted Channelizing Line
4" Painted Solid Stripes (2 Coats )
4" Painted Broken Stripes
Approved for bonding
A. Backlund
6/9/25
IP23-019
Lake Improvements

4. Approved Cost Estimate:

Bonds for Tract #31229-1 For the Construction of
Lake Improvements IP23-019, executed June 16,
2025. Bond No. 7901194261 by Nationwide Mutual
Insurance Co., 1 W Nationwide Blvd. 1-14-301,
Columbus, OH 43215.

Faithful Performance and Materials & Labor Bond
$2,440,000.

PARCEL MAP OR TRACT MAP NO. DATE:

IP:

IMPROVEMENTS
Street/Drainage $ 285,000.00 $ $
*Flood Control $ 0.00 $ $
Dom Wtr EMWD $ 0.00 $ $
Rec Wtr EMWD $ 0.00 $ $
Sewer EMWD $ 0.00 $ $
Total 285,000.00 $ $
Warranty Retention (10%) $
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).
7/23/2025
Signature Date
Brian Overley 20627 3/31/25
Name Typed or printed REE# Exp. Date
Civil Engineer's Stamp
*Flood Control Construction Cost Estimate to be provided by Flood Control District. Provide a copy of Flood Control District letter stating cost estmate.

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

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

285,000.00 285,000.00
28,500.00

DESIGN ENGINEER'S CALCULATION OF IMPROVEMENT BONDING COSTS *** PLEASE READ INSTRUCTIONS BELOW ***

0.00 0.00

0.00 0.00
Construction Costs) Construction Costs)
285,000.00 285,000.00

0.00 0.00

FAITHFUL PERFORMANCE MATERIAL & LABOR

SECURITY SECURITY
(100% of Estimated (100% of Estimated
IP25-024SL

CITY OF MENIFEE ENGINEERING DEPARTMENT

CONSTRUCTION COST WORKSHEET
31229-1 7/23/2025
03/31/26
Approved for bonding
A. Backlund
7/23/25

5. Approved Cost Estimate:

Bonds for Tract #31229-1 For the Construction of Offsite Streetlight Improvements IP25-024SL, executed July 28,
2025. Bond No. 0842713 by Harco National Insurance
Co., 702 Oberlin Road, Raleigh, NC Faithful
Performance and Materials & Labor Bond $285,000.

CANDELA
Lighting Design | Electrical Engineering
27201 Calle Juanita | Dana Point, CA 92624 | Ph (949) 201-1333

Streetlight Cost Estimate – KB Nautical (Offsite)

Tract 31229-1 (Offsite)
Item Qty Cost (EA) Total
Offsite Street light 27 $10,000 $270,000
Electrical Pedestal 3 $5,000 $15,000
Total $2 85,000

Thank you,

E N G I N E E R I N G
03/31/26
PARCEL MAP OR TRACT MAP NO. DATE:

IP:

IMPROVEMENTS
Street/Drainage $ 2,434,613.22 $ $
*Flood Control $ 0.00 $ $
Dom Wtr EMWD $ 0.00 $ $
Rec Wtr EMWD $ 0.00 $ $
Sewer EMWD $ 0.00 $ $
Total 2,434,613.22 $ $
Warranty Retention (10%) $
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).
4/1/2025
Signature Date
FRANK A. ARTIGA 61860 9/30/2025
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.

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

CONSTRUCTION COST WORKSHEET
TR 31229-1 4/1/2025

FAITHFUL PERFORMANCE MATERIAL & LABOR

SECURITY SECURITY
(100% of Estimated (**100% of Estimated
Construction Costs) Construction Costs)
2,434,500.00 2,434,500.00

0.00 0.00

0.00 0.00
2,434,500.00 2,434,500.00
243,450.00

DESIGN ENGINEER'S CALCULATION OF IMPROVEMENT BONDING COSTS *** PLEASE READ INSTRUCTIONS BELOW ***
Approved for bonding
A. Backlund
5/13/25

6. Approved Cost Estimate:

Bonds for Tract #31229-1 For the Construction of
Street Improvements IP24-020S, executed May 30,
2025. Bond No. 7901194257 by Nationwide Mutual
Insurance Co., 1 W Nationwide Blvd. 1-14-301,
Columbus, OH 43215.

Faithful Performance and Materials & Labor Bond
$2,434,500.

CITY OF MENIFEE ENGINEERING DEPARTMENT

IMPROVEMENT REQUIREMENT WORKSHEET

STREET AND DRAINAGE IMPROVEMENTS

UNIT
ROADWAY SECTION 1 Area = S.F.

Excavation
Cut (c) = C.Y.

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

C.Y. $ 0.40 $ 0.00
C.Y. $ 1.10 $ 0.00
C.Y. $ 2.80 $ 0.00
TON $ 90.00 $ 405,360.00
Thickness in Feet (4" min.) =
C.Y. $ 50.00 $ 173,750.00
Thickness in Feet (6" min.) =
Ton $ 600.00 $ 0.00
ROADWAY SECTION 2 Area = S.F.

Excavation

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

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

C.Y. $ 0.40 $ 0.00
C.Y. $ 1.10 $ 0.00
C.Y. $ 2.80 $ 0.00
TON $ 90.00 $ 23,400.00
Thickness in Feet (5" min.) =
C.Y. $ 50.00 $ 8,050.00
Thickness in Feet (6" min.) =
Ton $ 600.00 $ 192.11
ROADWAY SECTION 3 Area = S.F.

Excavation

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

Fill (f) = C.Y.

C.Y. $ 0.40 $ 0.00
C.Y. $ 1.10 $ 0.00
C.Y. $ 2.80 $ 0.00
TON $ 90.00 $ 206,730.00
Thickness in Feet (6" min.) =
C.Y. $ 50.00 $ 79,150.00
Thickness in Feet (8" min.) =
Ton $ 600.00 $ 1,417.87
ROADWAY SECTION 4 Area = S.F.

Excavation

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

Fill (f) = C.Y.

C.Y. $ 0.40 $ 0.00
C.Y. $ 1.10 $ 0.00
C.Y. $ 2.80 $ 0.00
TON $ 90.00 $ 14,400.00

ITEM QUANTITY UNIT AMOUNT
COST

25.00 $ 0.00 Area x 0.50' (hinge point to hinge point)

2. Projects without a Grading Plan
187,644

1. Projects with Grading Plan for Roadway
C.Y. $
(c.) Import and Fill -
Asphalt Concrete (144 lbs/cu.ft) 4,504

0.33 Agg Base Class II 3,475
If balance, provide (a.) only, either cut or fill
If export, provide (a.)&(b.) a = fill, b = cut - fill
(a.) Excavate and Fill -
(b.) Excavate and Export -
C.Y. $ 25.00 $ 0.00 Area x 0.50' (hinge point to hinge point)

0.5 Asphalt Emulsion (Fog Seal/Paint Binder)
(1 ton = 240 gals)
-
8,645

1. Projects with Grading Plan for Roadway
(c.) Import and Fill -
Asphalt Concrete (144 lbs/cu.ft) 260

0.42 Agg Base Class II 161
(a.) Excavate and Fill -
(b.) Excavate and Export -
$ 0.00 Area x 0.50' (hinge point to hinge point)

0.5 Asphalt Emulsion (Fog Seal/Paint Binder)
(1 ton = 240 gals)

0.3 63,804

1. Projects with Grading Plan for Roadway
(a.) Excavate and Fill -
(b.) Excavate and Export -
C.Y. $ 25.00
(c.) Import and Fill -
Asphalt Concrete (144 lbs/cu.ft) 2,297

0.5 Agg Base Class II 1,583

0.67 Asphalt Emulsion (Fog Seal/Paint Binder)
(1 ton = 240 gals)

2.4 (a.) Excavate and Fill -
(b.) Excavate and Export -
(c.) Import and Fill -
Asphalt Concrete (144 lbs/cu.ft) 160
C.Y. $ 25.00 $ 0.00
4,932

1. Projects with Grading Plan for Roadway
Area x 0.50' (hinge point to hinge point)
Thickness in Feet (6" min.) =
C.Y. $ 50.00 $ 12,050.00
Thickness in Feet (8" min.) =
Ton $ 600.00 $ 109.60
L.F. $ 1.00 $ 63,564.00
S.F. $ 0.50 $ 0.00
S.Y. $ 0.60 $ 0.00
S.Y. $ 8.00 $ 0.00
L.F. $ 18.00 $ 0.00
L.F. $ 3.00 $ 11,307.00
L.F. $ 7.50 $ 0.00
L.F. $ 10.00 $ 0.00
EA. $ 250.00 $ 0.00
S.F. $ 0.90 $ 0.00
L.F. $ 14.00 $ 141,498.00
L.F. $ 16.00 $ 42,192.00
L.F. $ 12.00 $ 0.00
L.F. $ 10.00 $ 0.00
L.F. $ 15.00 $ 72,300.00
L.F. $ 8.00 $ 0.00
L.F. $ 10.00 $ 0.00
S.F. $ 10.00 $ 0.00
S.F. $ 6.00 $ 566,994.00
S.F. $ 8.00 $ 3,160.00
S.F. $ 6.00 $ 0.00
EA. $ 1,500.00 $ 28,500.00
EA. $ 2,500.00 $ 0.00
L.F. $ 100.00 $ 0.00
L.F. $ 35.00 $ 0.00
L.F. $ 10.00 $ 0.00
L.F. $ 15.00 $ 0.00
L.F. $ 12.00 $ 0.00
EA. $ 1,000.00 $ 0.00
EA. $ 10,000.00 $ 0.00
EA. $ 5,000.00 $ 0.00
EA. $ 150.00 $ 0.00
EA. $ 400.00 $ 0.00
EA. $ 400.00 $ 4,000.00
L.F. $ 8.00 $ 4,312.00
L.F. $ 10.00 $ 380.00
L.F. $ 5.00 $ 2,035.00
L.F. $ 5.00 $ 100.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
S.F. $ 4.00 $ 34,340.00
S.F. $ 10.00 $ 0.00
EA $ 100.00 $ 0.00
S.F. $ 3.50 $ 0.00
C.Y. $ 27.00 $ 0.00
EA $ 7,000.00 $ 0.00
S.F. $ 10,000.00 $ 0.00
EA $ 3,000.00 $ 0.00
$ $ 0.00

0.5 Agg Base Class II 241

1.32 Asphalt Emulsion (Fog Seal/Paint Binder)
(1 ton = 240 gals)

0.2 Grinding A.C. , in place
Remove A.C. Pavement
Remove Curb and Gutter
Sawcut Exist. A.C. Pavement 63,564
Cold Plane A.C. Pavement
Relocate Mailbox
AC overlay (min. 0.10')
Curb and Gutter (Type A-6) 10,107
Remove A.C. Dike 3,769
Remove Chain Link Fence
Remove Barricade
Type "D" Curb 4,820
A.C. Dike (6")(incl. material & labor)
A.C. Dike (8")(incl. material & labor)
Curb and Gutter (Type A-8) 2,637
Type "C" Curb
Type "D-1" Curb
P.C.C. Dip Section Std. 307
ADA Access Ramp (w/ new construction) 19
ADA Access Ramp (in existing improvements)
P.C.C. Cross Gutter and Spandrels
P.C.C. Sidewalk 94,499
P.C.C. Driveway Approach 395
Chain Link Fence ( 6' )
Relocate Fence
Pipe Gate
Barricades
Metal Beam Guard RailingUtility Trench, one side (Edison, Telephone, Cable) (total length of Streets)
Adjust MH to Grade ( if no sewer plan )
Relocate Appurtenances 10
Construct 8" AC Berm 539
Relocate Power Pole
Street Lights (including conduit)
Adjust Water Valve to Grade ( if no water plan )
Construct Rolled Curb 38
Install 2" conduit and 4" conduit 407
Construct curb transition 20

LANDSCAPING
Maintenance Walk STD 113 8,585
Landscape Fill Material
Water Meter
Electric Meter
Colored Stamped Concrete
Street Trees ( 15 Gallon )
Landscape and Irrigation
Remove trees
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
EA. $ 200.00 $ 0.00
EA. $ 300.00 $ 0.00
C.Y. $ 400.00 $ 0.00
EA. $ 500.00 $ 0.00
EA $ 2,000.00 $ 0.00
EA $ 2,000.00 $ 0.00
EA $ 2,000.00 $ 0.00
S.F. $ 6.50 $ 0.00
S.F. $ 6.50 $ 0.00
C.Y. $ 400.00 $ 0.00
C.Y. $ 200.00 $ 0.00
C.Y. $ 80.00 $ 0.00
C.Y. $ 90.00 $ 0.00
C.Y. $ 100.00 $ 0.00
C.Y. $ 110.00 $ 0.00
C.Y. $ 100.00 $ 0.00
C.Y. $ 120.00 $ 0.00
C.Y. $ 130.00 $ 0.00
C.Y. $ 140.00 $ 0.00
L.F. $ 113.00 $ 0.00
L.F. $ 132.00 $ 0.00
L.F. $ 153.00 $ 0.00
L.F. $ 178.00 $ 0.00
L.F. $ 204.00 $ 0.00
L.F. $ 235.00 $ 0.00
L.F. $ 40.00 $ 0.00
L.F. $ 50.00 $ 0.00
L.F. $ 60.00 $ 0.00
L.F. $ 70.00 $ 0.00
L.F. $ 80.00 $ 0.00
L.F. $ 100.00 $ 0.00
EA. $ 2,500.00 $ 0.00
EA. $ 4,000.00 $ 0.00
EA. $ 7,500.00 $ 0.00
EA. $ 11,000.00 $ 0.00
EA. $ 14,500.00 $ 0.00
EA. $ 2,500.00 $ 0.00
EA. $ 3,500.00 $ 0.00
EA. $ 4,500.00 $ 0.00
EA. $ 5,000.00 $ 0.00
EA. $ 12,500.00 $ 0.00
EA. $ 12,500.00 $ 0.00
EA. $ 4,500.00 $ 0.00
EA. $ 5,000.00 $ 0.00
EA. $ 6,500.00 $ 0.00
EA. $ 2,700.00 $ 0.00
EA. $ 6,500.00 $ 0.00
C.Y. $ 400.00 $ 0.00
EA. $ 3,500.00 $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
Cut Off Wall ( Std 2' )
A. C. Overside Drain
Under Sidewalk Drain Std 309

DRAINAGE
Concrete Bulkhead
Slope Anchors for Pipes
Interceptor Drain
R.C. Box Culvert (2 - 3'X5' )
Concrete Channel
Flat Outlet Drainage Structure Std 303
Curb Outlet Drainage Structure Std 308
Terrace Drain & Down Drain
Rip Rap ( 2 Ton ) Method B
Grouted Rip Rap ( 1/4 Ton ) Method B
Grouted Rip Rap ( 1/2 Ton ) Method B
Rip Rap ( 1/4 Ton ) Methob B ( 1.9 tons /CY)
Rip Rap ( 1/2 Ton ) Method B
Rip Rap ( 1 Ton ) Method B
24" R.C.P. round, arch or elliptical
30" R.C.P. round, arch or elliptical
36" R.C.P. round, arch or elliptical
Grouted Rip Rap ( 1 Ton ) Method B
Grouted Rip Rap ( 2 Ton ) Method B
18" R.C.P. round, arch or elliptical
24" C.S.P. or HDPE N12
30" C.S.P. or HDPE N12
36" C.S.P. or HDPE N12
42" R.C.P. round, arch or elliptical
48" R.C.P. round, arch or elliptical
18" C.S.P. or HDPE N12
Catch Basin W=7'
Catch Basin W=14'
Catch Basin W=21'
42" C.S.P. or HDPE N12
48" C.S.P. or HDPE N12
Catch Basin W=4'
Junction Structure No. 2
Junction Structure No. 6
Transition Structure No. 1
Catch Basin W=28'
Inlet Type IX or X
Junction Structure No. 1
Manhole No. 2
Manhole No. 3
Manhole No. 4
Transition Structure No. 2
Transition Structure No. 3
Manhole No. 1
Structural Reinforcement Concrete
Headwall for 36" or smaller storm drain
$ $ 0.00
$ $ 0.00
$ $ 0.00
S.F $ 2.50 $ 0.00
L.F. $ 0.21 $ 0.00
L.F. $ 0.30 $ 0.00
L.F. $ 0.16 $ 0.00
L.F. $ 0.47 $ 0.00
L.F. $ 0.65 $ 0.00
L.F. $ 0.82 $ 0.00
L.F. $ 1.30 $ 0.00
L.F. $ 0.36 $ 0.00
L.F. $ 0.82 $ 0.00
S.F $ 2.70 $ 0.00
S.F $ 2.50 $ 0.00
L.F. $ 0.52 $ 0.00
L.F. $ 0.47 $ 0.00
L.F. $ 0.83 $ 0.00
L.F. $ 0.63 $ 0.00
L.F. $ 0.78 $ 0.00
L.F. $ 0.97 $ 0.00
L.F. $ 1.13 $ 0.00
L.F. $ 2.83 $ 0.00
S.F $ 3.61 $ 0.00
S.F. $ 2.25 $ 0.00
S.F. $ 3.00 $ 0.00
EA. $ 50.00 $ 0.00
EA. $ 100.00 $ 0.00
EA. $ 275.00 $ 2,750.00
EA. $ 150.00 $ 0.00
EA. $ 425.00 $ 0.00
EA. $ 250.00 $ 0.00
EA. $ 150.00 $ 0.00
EA. $ 300.00 $ 0.00
EA. $ 60.00 $ 0.00
EA. $ 40.00 $ 0.00
EA. $ 45.00 $ 0.00
EA. $ 3.75 $ 0.00
LS $ 250,000.00 $ 0.00
LS $ 150,000.00 $ 0.00
LS $ 100,000.00 $ 0.00
EA $ 450.00 $ 0.00
EA $ 400.00 $ 0.00
EA $ 500.00 $ 0.00
L.F. $ 25.00 $ 0.00
L.F. $ 30.00 $ 0.00
L.F. $ 35.00 $ 0.00
$ $ 0.00
LS $ 8,000.00 $ 0.00
LS $ 40,000.00 $ 0.00
LS $ 30,000.00 $ 0.00
LS $ 15,000.00 $ 0.00
A. $ 1,902,041.58
B. Administrative Contingency (20% x A) $ 380,408.32
C. CM - Inspection - LC (8%) $ 152,163.33
D Streets/Drainage Total (A + B) $ 2,434,613.22

SIGNING, STRIPING AND SIGNALS
Remove Painted Traffic Stripes and Markings
4" Painted Double Solid Stripes
6" Painted Bike Lane Stripes
8" Painted Channelizing Line
4" Painted Solid Stripes
4" Painted Solid Stripes (2 Coats )
4" Painted Broken Stripes
Painted Pavement Markings
Remove Thermoplastic Trafffic Stripes and Markings
4" Thermoplastic Solid Stripes
12" Painted Crosswalk & Limit Line
Painted One-Way, No Passing
Painted Two-Way Left Turn Lane
8" Thermoplastic Channelizing Line
12" Thermoplastic Crosswalk & Limit Line
Thermoplastic One-Way, No Passing
4" Thermoplastic Broken Stripes
4" Thermoplastic Double Solid Stripes
6" Thermoplastic Bike Lane Stripes
Thermoplastic Cross Walk and Pavement Marking
Remove, Sign, Salvage
Relocate Roadside Sign
Thermoplastic Two-Way Left Turn Lane
Thermoplastic Pavement MarkingsThermoplastic Channelizing Limit Line and Pavement Marking
Stop Sign & Post
Road Sign on existing pole / post (One Post)
Road Sign on existing pole / post (Two Post)
Street Name Sign 10
Install Sign ( Strap and Saddle Bracket Method)
Install Sign (Mast Arm Hanger Method)
Pavement Marker, Reflective
New Traffic Signal & Lighting (Major Intersection)
New Traffic Signal & Lighting (Minor Intersection)
Object Marker - Modified Type "F" Delineator
Delineator ( Class 1 Type F)
Delineator ( Class 2 )
Install Pull Box (#6)
2" PVC Interconnect Conduit & Cable
3" PVC Interconnect Conduit & Cable
Retrofit of Ex. Traffic Signal & Lighting
6' Round Signal Loops
Install Pull Box (#5)
Subtotal
Design/submittals/review
Mobilization
Traffic Control
3" PVC Conduit & Fiber Optic Cable
Survey
PARCEL MAP OR TRACT MAP NO. DATE:

IP:

IMPROVEMENTS
Street/Drainage $ 1,202,722.56 $ $
*Flood Control $ 0.00 $ $
Dom Wtr EMWD $ 0.00 $ $
Rec Wtr EMWD $ 0.00 $ $
Sewer EMWD $ 0.00 $ $
Total 1,202,722.56 $ $
Warranty Retention (10%) $
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).

Signature Date
Joseph L. Castanda 59835 12/31/25
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.

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.

1,202,500.00 1,202,500.00
120,250.00

DESIGN ENGINEER'S CALCULATION OF IMPROVEMENT BONDING COSTS *** PLEASE READ INSTRUCTIONS BELOW ***
February 5, 2025

0.00 0.00

0.00 0.00
Construction Costs) Construction Costs)
1,202,500.00 1,202,500.00

0.00 0.00

FAITHFUL PERFORMANCE MATERIAL & LABOR

SECURITY SECURITY
(100% of Estimated (**100% of Estimated
IP23-020 SD

CITY OF MENIFEE ENGINEERING DEPARTMENT

CONSTRUCTION COST WORKSHEET
TR 31229-1 2/5/2025
Approved for bonding
A. Backlund
2/13/25

7. Approved Cost Estimate:

Bonds for Tract #31229-1 For the Construction of
Drainage Improvements IP23-020SD, executed
February 19, 2025. Bond No. 024282667 by
Liberty Mutual Insurance Co., 175 Berkely St.,
Boston, MA 02116.

Faithful Performance and Materials & Labor Bond
$1,202,500.

CITY OF MENIFEE ENGINEERING DEPARTMENT

IMPROVEMENT REQUIREMENT WORKSHEET

STREET AND DRAINAGE IMPROVEMENTS

UNIT
ROADWAY SECTION 1 Area = S.F.

Excavation
Cut (c) = C.Y.

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

C.Y. $ 0.40 $ 0.00
C.Y. $ 1.10 $ 0.00
C.Y. $ 2.80 $ 0.00
TON $ 90.00 $ 0.00
Thickness in Feet (0.33' min.) =
C.Y. $ 50.00 $ 0.00
Thickness in Feet =
Ton $ 600.00 $ 0.00
ROADWAY SECTION 2 Area = S.F.

Excavation

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

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

C.Y. $ 0.40 $ 0.00
C.Y. $ 1.10 $ 0.00
C.Y. $ 2.80 $ 0.00
TON $ 90.00 $ 0.00
Thickness in Feet (0.33' min.) =
C.Y. $ 50.00 $ 0.00
Thickness in Feet =
Ton $ 600.00 $ 0.00
ROADWAY SECTION 3 Area = S.F.

Excavation

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

Fill (f) = C.Y.

C.Y. $ 0.40 $ 0.00
C.Y. $ 1.10 $ 0.00
C.Y. $ 2.80 $ 0.00
TON $ 90.00 $ 0.00
Thickness in Feet (0.33' min.) =
C.Y. $ 50.00 $ 0.00
Thickness in Feet =
Ton $ 600.00 $ 0.00
L.F. $ 1.00 $ 0.00
S.F. $ 0.50 $ 0.00

0.5 Asphalt Emulsion (Fog Seal/Paint Binder)
(1 ton = 240 gals)
-
Sawcut Exist. A.C. Pavement
Cold Plane A.C. Pavement
(c.) Import and Fill -
Asphalt Concrete (144 lbs/cu.ft) -

0.39 Agg Base Class II -
(a.) Excavate and Fill -
(b.) Excavate and Export -
C.Y. $ 25.00 $ 0.00 Area x 0.50' (hinge point to hinge point)

0.5 Asphalt Emulsion (Fog Seal/Paint Binder)
(1 ton = 240 gals)
-

1. Projects with Grading Plan for Roadway
(c.) Import and Fill -
Asphalt Concrete (144 lbs/cu.ft) -

0.39 Agg Base Class II -
(a.) Excavate and Fill -
(b.) Excavate and Export -
C.Y. $ 25.00 $ 0.00 Area x 0.50' (hinge point to hinge point)

0.67 Asphalt Emulsion (Fog Seal/Paint Binder)
(1 ton = 240 gals)

1. Projects with Grading Plan for Roadway
Asphalt Concrete (144 lbs/cu.ft)

0.42 Agg Base Class II
If balance, provide (a.) only, either cut or fill
If export, provide (a.)&(b.) a = fill, b = cut - fill
If import, provide (a)&(c), a = cut, c = fill - cut
(Unit costs for (a),(b), & (c) are 20% of actual
costs to assure that work will be corrected to
eliminate hazardous conditions.)
(a.) Excavate and Fill -
(b.) Excavate and Export -

2. Projects without a Grading Plan

1. Projects with Grading Plan for Roadway
C.Y. $
(c.) Import and Fill -

ITEM QUANTITY UNIT AMOUNT
COST

25.00 $ 0.00 Area x 0.50' (hinge point to hinge point) S.Y. $ 0.60 $ 0.00
S.Y. $ 8.00 $ 0.00
L.F. $ 18.00 $ 0.00
L.F. $ 3.00 $ 0.00
L.F. $ 7.50 $ 0.00
L.F. $ 10.00 $ 0.00
EA. $ 250.00 $ 0.00
S.F. $ 0.90 $ 0.00
L.F. $ 14.00 $ 0.00
L.F. $ 16.00 $ 0.00
L.F. $ 12.00 $ 0.00
L.F. $ 10.00 $ 0.00
L.F. $ 15.00 $ 0.00
L.F. $ 8.00 $ 0.00
L.F. $ 10.00 $ 0.00
S.F. $ 10.00 $ 0.00
S.F. $ 6.00 $ 0.00
S.F. $ 8.00 $ 0.00
S.F. $ 6.00 $ 0.00
EA. $ 1,500.00 $ 0.00
EA. $ 2,500.00 $ 0.00
L.F. $ 100.00 $ 0.00
L.F. $ 35.00 $ 0.00
L.F. $ 10.00 $ 0.00
L.F. $ 15.00 $ 0.00
L.F. $ 12.00 $ 0.00
EA. $ 1,000.00 $ 0.00
EA. $ 10,000.00 $ 0.00
EA. $ 5,000.00 $ 0.00
EA. $ 150.00 $ 0.00
EA. $ 400.00 $ 0.00
$ $ 0.00
$ $ 0.00
S.F. $ 4.00 $ 0.00
S.F. $ 10.00 $ 0.00
EA $ 100.00 $ 0.00
S.F. $ 3.50 $ 0.00
C.Y. $ 27.00 $ 0.00
EA $ 7,000.00 $ 0.00
S.F. $ 10,000.00 $ 0.00
EA $ 3,000.00 $ 0.00
$ $ 0.00
$ $ 0.00
EA. $ 200.00 $ 200.00
EA. $ 300.00 $ 0.00
C.Y. $ 400.00 $ 6,800.00
EA. $ 500.00 $ 0.00
EA $ 2,000.00 $ 0.00
EA $ 2,000.00 $ 0.00
EA $ 2,000.00 $ 0.00
S.F. $ 6.50 $ 0.00
S.F. $ 6.50 $ 0.00
C.Y. $ 400.00 $ 0.00
C.Y. $ 200.00 $ 0.00
C.Y. $ 80.00 $ 4,480.00Rip Rap ( 1/4 Ton ) Methob B ( 1.9 tons /CY) 56 Interceptor Drain
R.C. Box Culvert (2 - 3'X5' )
Concrete Channel
Flat Outlet Drainage Structure Std 303
Curb Outlet Drainage Structure Std 308
Terrace Drain & Down Drain
Cut Off Wall ( Std 2' ) 17
A. C. Overside Drain
Under Sidewalk Drain Std 309

DRAINAGE
Concrete Bulkhead 1
Slope Anchors for Pipes
Remove trees
Landscape Fill Material
Water Meter
Electric Meter
Colored Stamped Concrete
Street Trees ( 15 Gallon )
Landscape and Irrigation

LANDSCAPING
Maintenance Walk STD 113
Adjust MH to Grade ( if no sewer plan )
Relocate Power Pole
Street Lights (including conduit)
Adjust Water Valve to Grade ( if no water plan )
Chain Link Fence ( 6' )
Relocate Fence
Pipe Gate
Barricades
Metal Beam Guard RailingUtility Trench, one side (Edison, Telephone, Cable) (total length of Streets)
P.C.C. Dip Section Std. 307
ADA Access Ramp (w/ new construction)
ADA Access Ramp (in existing improvements)
P.C.C. Cross Gutter and Spandrels
P.C.C. Sidewalk
P.C.C. Driveway Approach
Type "D" Curb
A.C. Dike (6")(incl. material & labor)
A.C. Dike (8")(incl. material & labor)
Curb and Gutter (Type A-8)
Type "C" Curb
Type "D-1" Curb
Relocate Mailbox
AC overlay (min. 0.10')
Curb and Gutter (Type A-6)
Remove A.C. Dike
Remove Chain Link Fence
Remove Barricade
Grinding A.C. , in place
Remove A.C. Pavement
Remove Curb and Gutter
C.Y. $ 90.00 $ 0.00
C.Y. $ 100.00 $ 0.00
C.Y. $ 110.00 $ 0.00
C.Y. $ 100.00 $ 5,000.00
C.Y. $ 120.00 $ 0.00
C.Y. $ 130.00 $ 0.00
C.Y. $ 140.00 $ 0.00
L.F. $ 113.00 $ 67,800.00
L.F. $ 132.00 $ 336,072.00
L.F. $ 153.00 $ 14,229.00
L.F. $ 178.00 $ 48,416.00
L.F. $ 204.00 $ 0.00
L.F. $ 235.00 $ 0.00
L.F. $ 40.00 $ 200.00
L.F. $ 50.00 $ 0.00
L.F. $ 60.00 $ 0.00
L.F. $ 70.00 $ 700.00
L.F. $ 80.00 $ 0.00
L.F. $ 100.00 $ 0.00
EA. $ 2,500.00 $ 45,000.00
EA. $ 4,000.00 $ 8,000.00
EA. $ 7,500.00 $ 7,500.00
EA. $ 11,000.00 $ 0.00
6" Thick Slurry (0.4 CY per Foot) L.F. $ 60.00 $ 18,180.00 EA. $ 5,000.00 $ 15,000.00
EA. $ 3,500.00 $ 0.00
EA. $ 4,500.00 $ 0.00
EA. $ 5,000.00 $ 0.00
EA. $ 3,500.00 $ 3,500.00
EA. $ 12,500.00 $ 0.00
EA. $ 4,500.00 $ 4,500.00
EA. $ 5,000.00 $ 55,000.00
EA. $ 6,500.00 $ 0.00
EA. $ 2,700.00 $ 0.00
EA. $ 6,500.00 $ 13,000.00
C.Y. $ 400.00 $ 0.00
EA. $ 10,000.00 $ 90,000.00
EA. $ 2,500.00 $ 52,500.00
EA. $ 2,000.00 $ 2,000.00
EA. $ 8,500.00 $ 17,000.00
EA. $ 2,500.00 $ 22,500.00
EA. $ 4,000.00 $ 8,000.00
L.F. $ 20.00 $ 1,000.00
Concrete Apron for Outlet Pipe w/ 2' Cut-off Walls #4 Bars @ 18" O.C., E.W.EA. $ 7,500.00 $ 15,000.00 6" Schedule 40 Air Release Pipe L.F. $ 30.00 $ 1,350.00 8" SCH 40 PVC Pipe L.F. $ 35.00 $ 1,610.00
12" SCH 40 PVC Pipe L.F. $ 55.00 $ 14,575.00
S.F. $ 15.00 33,915.00
C.Y. $ 400.00 25,600.00
EA. $ 1,000.00 1,000.00
$ $ 0.00
S.F $ 2.50 $ 0.00
L.F. $ 0.21 $ 0.004" Painted Solid Stripes

SIGNING, STRIPING AND SIGNALS
Remove Painted Traffic Stripes and Markings
RCFC&WCD Modified drop inlet 2
Caltrans Cable Railing 50
2 45
46 265
6 inch Thick Concrete Shelf 64
Concrete Paved Access Road
Remove Existing Manhole 1
2261
Special Connections to Catch Basin 1
RCFC&WCD Drop inlet 2
RCFC&WCD Conctrete collar 9
Structural Reinforcement Concrete
Basin Wingwall Structure 9
Local Depression No. 2 21
Manhole No. 2
Manhole No. 3
Manhole No. 4 2
Transition Structure No. 2
Transition Structure No. 3 1
Manhole No. 1 11
Junction Structure No. 2
Junction Structure No. 6
Junction Structure No. 3 1
303
Pipe Riser 3
Junction Structure No. 1
Catch Basin W=7' 2
Catch Basin W=14' 1
Catch Basin W=21'
42" C.S.P. or HDPE N12
48" C.S.P. or HDPE N12
Catch Basin W=4' 18
24" C.S.P. or HDPE N12
30" C.S.P. or HDPE N12
36" C.S.P. or HDPE N12 10
42" R.C.P. round, arch or elliptical
48" R.C.P. round, arch or elliptical
18" C.S.P. or HDPE N12 5
24" R.C.P. round, arch or elliptical 2546
30" R.C.P. round, arch or elliptical 93
36" R.C.P. round, arch or elliptical 272
Grouted Rip Rap ( 1 Ton ) Method B
Grouted Rip Rap ( 2 Ton ) Method B
18" R.C.P. round, arch or elliptical 600
Rip Rap ( 2 Ton ) Method B
Grouted Rip Rap (Class I ) Method B 50
Grouted Rip Rap ( 1/2 Ton ) Method B
Rip Rap ( 1/2 Ton ) Method B
Rip Rap ( 1 Ton ) Method B
L.F. $ 0.30 $ 0.00
L.F. $ 0.16 $ 0.00
L.F. $ 0.47 $ 0.00
L.F. $ 0.65 $ 0.00
L.F. $ 0.82 $ 0.00
L.F. $ 1.30 $ 0.00
L.F. $ 0.36 $ 0.00
L.F. $ 0.82 $ 0.00
S.F $ 2.70 $ 0.00
S.F $ 2.50 $ 0.00
L.F. $ 0.52 $ 0.00
L.F. $ 0.47 $ 0.00
L.F. $ 0.83 $ 0.00
L.F. $ 0.63 $ 0.00
L.F. $ 0.78 $ 0.00
L.F. $ 0.97 $ 0.00
L.F. $ 1.13 $ 0.00
L.F. $ 2.83 $ 0.00
S.F $ 3.61 $ 0.00
S.F. $ 2.25 $ 0.00
S.F. $ 3.00 $ 0.00
EA. $ 50.00 $ 0.00
EA. $ 100.00 $ 0.00
EA. $ 275.00 $ 0.00
EA. $ 150.00 $ 0.00
EA. $ 425.00 $ 0.00
EA. $ 250.00 $ 0.00
EA. $ 150.00 $ 0.00
EA. $ 300.00 $ 0.00
EA. $ 60.00 $ 0.00
EA. $ 40.00 $ 0.00
EA. $ 45.00 $ 0.00
EA. $ 3.75 $ 0.00
LS $ 250,000.00 $ 0.00
LS $ 150,000.00 $ 0.00
LS $ 100,000.00 $ 0.00
EA $ 450.00 $ 0.00
EA $ 400.00 $ 0.00
EA $ 500.00 $ 0.00
L.F. $ 25.00 $ 0.00
L.F. $ 30.00 $ 0.00
L.F. $ 35.00 $ 0.00
$ $ 0.00
LS $ 8,000.00 $ 0.00
LS $ 40,000.00 $ 0.00
LS $ 30,000.00 $ 0.00
LS $ 15,000.00 $ 0.00
A. $ 939,627.00
B. Administrative Contingency (20% x A) $ 187,925.40
C. CM - Inspection - LC (8%) $ 75,170.16
D Streets/Drainage Total (A + B) $ 1,202,722.56
Subtotal
Design/submittals/review
Mobilization
Traffic Control
3" PVC Conduit & Fiber Optic Cable
Survey
Install Pull Box (#6)
2" PVC Interconnect Conduit & Cable
3" PVC Interconnect Conduit & Cable
Retrofit of Ex. Traffic Signal & Lighting
6' Round Signal Loops
Install Pull Box (#5)
Pavement Marker, Reflective
New Traffic Signal & Lighting (Major Intersection)
New Traffic Signal & Lighting (Minor Intersection)
Object Marker - Modified Type "F" Delineator
Delineator ( Class 1 Type F)
Delineator ( Class 2 )
Stop Sign & Post
Road Sign on existing pole / post (One Post)
Road Sign on existing pole / post (Two Post)
Street Name Sign
Install Sign ( Strap and Saddle Bracket Method)
Install Sign (Mast Arm Hanger Method)
Thermoplastic Cross Walk and Pavement Marking
Remove, Sign, Salvage
Relocate Roadside Sign
Thermoplastic Two-Way Left Turn Lane
Thermoplastic Pavement MarkingsThermoplastic Channelizing Limit Line and Pavement Marking
8" Thermoplastic Channelizing Line
12" Thermoplastic Crosswalk & Limit Line
Thermoplastic One-Way, No Passing
4" Thermoplastic Broken Stripes
4" Thermoplastic Double Solid Stripes
6" Thermoplastic Bike Lane Stripes
Painted Pavement Markings
Remove Thermoplastic Trafffic Stripes and Markings
4" Thermoplastic Solid Stripes
12" Painted Crosswalk & Limit Line
Painted One-Way, No Passing
Painted Two-Way Left Turn Lane
4" Painted Double Solid Stripes
6" Painted Bike Lane Stripes
8" Painted Channelizing Line
4" Painted Solid Stripes (2 Coats )
4" Painted Broken Stripes
PARCEL MAP OR TRACT MAP NO. DATE:

IP:

IMPROVEMENTS
Street/Drainage $ 1,965,766.66 $ $
*Flood Control $ $ $
Dom Wtr EMWD $ 0.00 $ $
Rec Wtr EMWD $ 0.00 $ $
Sewer EMWD $ 0.00 $ $
Total 1,965,766.66 $ $
Warranty Retention (10%) $
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).
8/10/2025
Signature Date
Frank Artiga C 61860 9/30/2025
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.

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.

1,966,000.00 1,966,000.00
196,600.00

DESIGN ENGINEER'S CALCULATION OF IMPROVEMENT BONDING COSTS *** PLEASE READ INSTRUCTIONS BELOW ***

0.00 0.00

0.00 0.00
Construction Costs) Construction Costs)
1,966,000.00 1,966,000.00

0.00 0.00

FAITHFUL PERFORMANCE MATERIAL & LABOR

SECURITY SECURITY
(100% of Estimated (**100% of Estimated
IP24-019S/IP24-019SS

CITY OF MENIFEE ENGINEERING DEPARTMENT

CONSTRUCTION COST WORKSHEET
8/10/2025TR31229-2 [OFFSITE]
Approved for bonding
A. Backlund
9-8-25

8. Approved Cost Estimate:

Bonds for Tract #31229-2 For the Construction of Street and Striping Improvements IP24-019S/SS, executed September 12th, 2025. Bond No. 9470449 by Fidelity and Deposit Company of Maryland, 1400 American Lane, Schaumburg, IL 60196.

Faithful Performance and Materials & Labor Bond $1,966,000.

CITY OF MENIFEE ENGINEERING DEPARTMENT

IMPROVEMENT REQUIREMENT WORKSHEET

STREET AND DRAINAGE IMPROVEMENTS

UNIT
ROADWAY SECTION 1 Area = S.F.

Excavation
Cut (c) = C.Y.

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

C.Y. $ 0.40 $ 0.00
C.Y. $ 1.10 $ 0.00
C.Y. $ 2.80 $ 0.00
TON $ 90.00 $ 703,710.00
Thickness in Feet (0.33' min.) =
C.Y. $ 50.00 $ 201,200.00
Thickness in Feet =
Ton $ 600.00 $ 0.00
ROADWAY SECTION 2 Area = S.F.

Excavation

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

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

C.Y. $ 0.40 $ 0.00
C.Y. $ 1.10 $ 0.00
C.Y. $ 2.80 $ 0.00
TON $ 90.00 $ 0.00
Thickness in Feet (0.33' min.) =
C.Y. $ 50.00 $ 0.00
Thickness in Feet =
Ton $ 600.00 $ 0.00
ROADWAY SECTION 3 Area = S.F.

Excavation

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

Fill (f) = C.Y.

C.Y. $ 0.40 $ 0.00
C.Y. $ 1.10 $ 0.00
C.Y. $ 2.80 $ 0.00
TON $ 90.00 $ 0.00
Thickness in Feet (0.33' min.) =
C.Y. $ 50.00 $ 0.00
Thickness in Feet =
Ton $ 600.00 $ 0.00
L.F. $ 1.00 $ 400.00
S.F. $ 0.50 $ 0.00
S.Y. $ 0.60 $ 0.00
S.Y. $ 8.00 $ 50,736.00
L.F. $ 18.00 $ 0.00
L.F. $ 3.00 $ 0.00Remove A.C. Dike
Grinding A.C. , in place
Remove A.C. Pavement 6,342
Remove Curb and Gutter

0.5 Asphalt Emulsion (Fog Seal/Paint Binder)
(1 ton = 240 gals)
-
Sawcut Exist. A.C. Pavement 400
Cold Plane A.C. Pavement
(c.) Import and Fill -
Asphalt Concrete (144 lbs/cu.ft) -

0.39 Agg Base Class II -
(a.) Excavate and Fill -
(b.) Excavate and Export -
C.Y. $ 25.00 $ 0.00 Area x 0.50' (hinge point to hinge point)

0.5 Asphalt Emulsion (Fog Seal/Paint Binder)
(1 ton = 240 gals)

1. Projects with Grading Plan for Roadway
(c.) Import and Fill -
Asphalt Concrete (144 lbs/cu.ft)

0.39 Agg Base Class II
(a.) Excavate and Fill -
(b.) Excavate and Export -
C.Y. $ 25.00 $ 0.00 Area x 0.50' (hinge point to hinge point)

0.67 Asphalt Emulsion (Fog Seal/Paint Binder)
(1 ton = 240 gals)

1. Projects with Grading Plan for Roadway
Asphalt Concrete (144 lbs/cu.ft) 7,819

0.42 Agg Base Class II 4,024
If balance, provide (a.) only, either cut or fill
If export, provide (a.)&(b.) a = fill, b = cut - fill
If import, provide (a)&(c), a = cut, c = fill - cut
(Unit costs for (a),(b), & (c) are 20% of actual
costs to assure that work will be corrected to
eliminate hazardous conditions.)
(a.) Excavate and Fill -
(b.) Excavate and Export

2. Projects without a Grading Plan
98,934

1. Projects with Grading Plan for Roadway
16,489 C.Y. $
(c.) Import and Fill -

ITEM QUANTITY UNIT AMOUNT
COST

25.00 $ 412,225.00 Area x 0.50' (hinge point to hinge point) L.F. $ 7.50 $ 0.00
L.F. $ 10.00 $ 0.00
EA. $ 250.00 $ 0.00
S.F. $ 0.90 $ 0.00
L.F. $ 14.00 $ 0.00
L.F. $ 16.00 $ 24,240.00
L.F. $ 12.00 $ 1,548.00
L.F. $ 10.00 $ 0.00
L.F. $ 15.00 $ 29,745.00
L.F. $ 8.00 $ 0.00
L.F. $ 10.00 $ 2,010.00
S.F. $ 10.00 $ 0.00
S.F. $ 6.00 $ 30,330.00
S.F. $ 8.00 $ 12,000.00
S.F. $ 6.00 $ 0.00
EA. $ 1,500.00 $ 6,000.00
EA. $ 2,500.00 $ 0.00
L.F. $ 100.00 $ 0.00
L.F. $ 35.00 $ 0.00
L.F. $ 10.00 $ 0.00
L.F. $ 15.00 $ 0.00
L.F. $ 12.00 $ 0.00
EA. $ 1,000.00 $ 0.00
EA. $ 10,000.00 $ 20,000.00
EA. $ 5,000.00 $ 0.00
EA. $ 150.00 $ 150.00
EA. $ 400.00 $ 2,800.00
SF $ 8.00 $ 5,400.00
$ $ 0.00
$ $ 0.00
S.F. $ 30.00 $ 0.00
$ $ 0.00
$ $ 0.00
L.F. $ 2.00 $ 3,760.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
S.F. $ 4.00 $ 0.00
S.F. $ 10.00 $ 0.00
EA $ 100.00 $ 0.00
S.F. $ 3.50 $ 0.00
C.Y. $ 27.00 $ 0.00
EA $ 7,000.00 $ 21,000.00
S.F. $ 10,000.00 $ 0.00
EA $ 3,000.00 $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
EA. $ 200.00 $ 0.00
EA. $ 300.00 $ 0.00
C.Y. $ 400.00 $ 0.00
EA. $ 500.00 $ 1,000.00
EA $ 2,000.00 $ 0.00
EA $ 2,000.00 $ 0.00
EA $ 2,000.00 $ 0.00
S.F. $ 6.50 $ 0.00
S.F. $ 6.50 $ 0.00Interceptor Drain
Flat Outlet Drainage Structure Std 303
Curb Outlet Drainage Structure Std 308
Terrace Drain & Down Drain
Cut Off Wall ( Std 2' )
A. C. Overside Drain 2
Under Sidewalk Drain Std 309

DRAINAGE
Concrete Bulkhead
Slope Anchors for Pipes
Remove trees
Landscape Fill Material
Water Meter 3
Electric Meter
Colored Stamped Concrete
Street Trees ( 15 Gallon )
Landscape and Irrigation

LANDSCAPING
Maintenance Walk STD 113
Safety Edge per RCTD Std. dwg. 214 1,880
Retaining walls (maintained by City)
MISC.

WALLS
Adjust MH to Grade ( if no sewer plan ) 7
6" Concrete over manholes 675
Relocate Power Pole 2
Street Lights (including conduit)
Adjust Water Valve to Grade ( if no water plan ) 1
Chain Link Fence ( 6' )
Relocate Fence
Pipe Gate
Barricades
Metal Beam Guard RailingUtility Trench, one side (Edison, Telephone, Cable) (total length of Streets)
P.C.C. Dip Section Std. 307
ADA Access Ramp (w/ new construction) 4
ADA Access Ramp (in existing improvements)
P.C.C. Cross Gutter and Spandrels
P.C.C. Sidewalk 5,055
P.C.C. Driveway Approach 1,500
Type "D" Curb 1,983
A.C. Dike (6")(incl. material & labor)
A.C. Dike (8")(incl. material & labor) 201
Curb and Gutter (Type A-8) 1,515
Type Rolled Curb 129
Type "D-1" Curb
Relocate Mailbox
AC overlay (min. 0.10')
Curb and Gutter (Type A-6)
Remove Chain Link Fence
Remove Barricade
C.Y. $ 400.00 $ 0.00
C.Y. $ 200.00 $ 0.00
C.Y. $ 80.00 $ 0.00
C.Y. $ 90.00 $ 0.00
C.Y. $ 100.00 $ 0.00
C.Y. $ 110.00 $ 0.00
C.Y. $ 100.00 $ 0.00
C.Y. $ 120.00 $ 0.00
C.Y. $ 130.00 $ 0.00
C.Y. $ 140.00 $ 0.00
L.F. $ 113.00 $ 0.00
L.F. $ 132.00 $ 0.00
L.F. $ 153.00 $ 0.00
L.F. $ 178.00 $ 0.00
L.F. $ 204.00 $ 0.00
L.F. $ 235.00 $ 0.00
L.F. $ 288.00 $ 0.00
L.F. $ 50.00 $ 0.00
L.F. $ 60.00 $ 0.00
L.F. $ 70.00 $ 0.00
L.F. $ 80.00 $ 0.00
EA. $ 3,500.00 $ 0.00
EA. $ 2,500.00 $ 0.00
EA. $ 4,000.00 $ 0.00
EA. $ 7,500.00 $ 0.00
EA. $ 11,000.00 $ 0.00
EA. $ 14,500.00 $ 0.00
EA. $ 2,500.00 $ 0.00
EA. $ 4,500.00 $ 0.00
EA. $ 2,500.00 $ 0.00
EA. $ 5,000.00 $ 0.00
EA. $ 12,500.00 $ 0.00
L.F. $ 15.00 $ 0.00
EA. $ 4,500.00 $ 0.00
EA. $ 5,000.00 $ 0.00
EA. $ 6,500.00 $ 0.00
EA. $ 6,500.00 $ 0.00
EA. $ 2,000.00 $ 0.00
S.F. $ 10.00 $ 1,700.00
EA. $ 4,500.00 $ 0.00
EA. $ 2,500.00 $ 0.00
EA. $ 2,000.00 $ 0.00
EA. $ 5,000.00 $ 0.00
EA. $ 6,000.00 $ 0.00
EA. $ 2,500.00 $ 0.00
EA. $ 6,500.00 $ 0.00
EA. $ 8,500.00 $ 0.00
S.F $ 2.50 $ 0.00
L.F. $ 0.21 $ 193.20
L.F. $ 0.30 $ 0.00
L.F. $ 0.16 $ 0.00
L.F. $ 0.47 $ 0.00
L.F. $ 0.65 $ 842.40
L.F. $ 0.82 $ 0.00
L.F. $ 1.30 $ 0.00
L.F. $ 0.36 $ 0.00
L.F. $ 0.82 $ 0.00
S.F $ 2.70 $ 0.00
S.F $ 2.50 $ 0.00
Concrete Flared End Section
Concrete Pipe Wingwall per Caltrans D90
Repair Existing 54-Inch Pipe
Remove Painted Traffic Stripes and Markings
Gutter Depression Case C
Drop Inlet CB 110
Modifiied Drop Inlet CB110
6" Class A Concrete With #4 @ 18" O.C., E.W. 170
Trash Rack APWA STD 361
Gutter Depression Case B
Manhole No. 2
Manhole No. 4
Concrete Collar RCFC&WCD STD DWG M803
Cable Railing Caltrans STD PLAN B11-47
Transition Structure No. 3
Manhole No. 1
Junction Structure No. 4
Junction Structure No. 6
Transition Structure No. 1
Catch Basin W=28'
Concrete Collar RCFC&WCD STD DWG M803
Junction Structure No. 2
Catch Basin W=7'
Catch Basin W=14'
Catch Basin W=21'
42" C.S.P. or HDPE N12
Caltrans G1 Inlet STD PLAN D72B
Catch Basin W=4'
24" C.S.P. or HDPE N12
30" C.S.P. or HDPE N12
36" C.S.P. or HDPE N12
42" R.C.P. round, arch or elliptical
48" R.C.P. round, arch or elliptical
54" R.C.P. round, arch or elliptical
24" R.C.P. round, arch or elliptical
30" R.C.P. round, arch or elliptical
36" R.C.P. round, arch or elliptical
Grouted Rip Rap ( 1 Ton ) Method B
Grouted Rip Rap ( 2 Ton ) Method B
18" R.C.P. round, arch or elliptical
Rip Rap ( 2 Ton ) Method B
Grouted Rip Rap ( 1/4 Ton ) Method B
Grouted Rip Rap ( 1/2 Ton ) Method B
Rip Rap ( 1/4 Ton ) Methob B ( 1.9 tons /CY)
Rip Rap ( 1/2 Ton ) Method B
Rip Rap ( 1 Ton ) Method B
R.C. Box Culvert (2 - 3'X5' )
Concrete Channel
4" Painted Solid Stripes 920
4" Painted Solid Stripes (2 Coats )
4" Painted Broken Stripes
4" Painted Double Solid Stripes
6" Painted Lane Stripes 1,296
8" Painted Channelizing Line
12" Painted Crosswalk & Limit Line
Painted One-Way, No Passing
Painted Two-Way Left Turn Lane
Painted Pavement Markings
Remove Thermoplastic Trafffic Stripes and Markings

SIGNING, STRIPING AND SIGNALS
L.F. $ 0.52 $ 0.00
L.F. $ 0.47 $ 0.00
L.F. $ 0.83 $ 0.00
L.F. $ 0.63 $ 516.60
L.F. $ 0.78 $ 0.00
L.F. $ 0.97 $ 0.00
L.F. $ 1.13 $ 0.00
L.F. $ 2.83 $ 0.00
S.F $ 3.61 $ 3,249.00
S.F. $ 2.25 $ 0.00
S.F. $ 3.00 $ 0.00
EA. $ 50.00 $ 0.00
EA. $ 100.00 $ 0.00
EA. $ 275.00 $ 0.00
EA. $ 150.00 $ 0.00
EA. $ 425.00 $ 0.00
EA. $ 250.00 $ 250.00
EA. $ 150.00 $ 750.00
EA. $ 300.00 $ 0.00
EA. $ 60.00 $ 0.00
EA. $ 40.00 $ 0.00
EA. $ 45.00 $ 0.00
EA. $ 3.75 $ 0.00
LS $ 250,000.00 $ 0.00
LS $ 150,000.00 $ 0.00
LS $ 100,000.00 $ 0.00
EA $ 450.00 $ 0.00
EA $ 400.00 $ 0.00
EA $ 500.00 $ 0.00
L.F. $ 25.00 $ 0.00
L.F. $ 30.00 $ 0.00
L.F. $ 35.00 $ 0.00
LS $ 8,000.00 $ 0.00
LS $ 40,000.00 $ 0.00
LS $ 30,000.00 $ 0.00
LS $ 15,000.00 $ 0.00
$ $ 0.00
A. $ 1,535,755.20
B. Administrative Contingency (20% x A) $ 307,151.04
C. CM - Inspection - LC (8%) $ 122,860.42
D Streets/Drainage Total (A + B) $ 1,965,766.66
Subtotal
4" Thermoplastic Solid Stripes
4" Thermoplastic Broken Stripes
4" Thermoplastic Double Solid Stripes
6" Thermoplastic Bike Lane Stripes 820
8" Thermoplastic Channelizing Line
12" Thermoplastic Crosswalk & Limit Line
Thermoplastic One-Way, No Passing
Thermoplastic Two-Way Left Turn Lane
Thermoplastic Pavement Markings 900 Thermoplastic Channelizing Limit Line and Pavement Marking
Thermoplastic Cross Walk and Pavement Marking
Remove, Sign, Salvage
Relocate Roadside Sign
Street Name Sign
Install Sign ( Strap and Saddle Bracket Method)
Install Sign (Mast Arm Hanger Method)
Stop Sign & Post 1
Road Sign on existing pole / post (One Post) 5
Road Sign on existing pole / post (Two Post)
Install Pull Box (#6)
Object Marker - Modified Type "F" Delineator
Delineator ( Class 1 Type F)
Delineator ( Class 2 )
Pavement Marker, Reflective
New Traffic Signal & Lighting (Major Intersection)
Design/submittals/review
Mobilization
Traffic Control
2" PVC Interconnect Conduit & Cable
3" PVC Interconnect Conduit & Cable
3" PVC Conduit & Fiber Optic Cable
Survey
New Traffic Signal & Lighting (Minor Intersection)
Retrofit of Ex. Traffic Signal & Lighting
6' Round Signal Loops
Install Pull Box (#5)
PARCEL MAP OR TRACT MAP NO. DATE:

IP:

IMPROVEMENTS
Street/Drainage $ 384,000.00 $ $
*Flood Control $ 0.00 $ $
Dom Wtr EMWD $ 0.00 $ $
Rec Wtr EMWD $ 0.00 $ $
Sewer EMWD $ 0.00 $ $
Total 384,000.00 $ $
Warranty Retention (10%) $
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).

Signature Date
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.

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.

CITY OF MENIFEE ENGINEERING DEPARTMENT

CONSTRUCTION COST WORKSHEET
31229 (PH 1) 10/13/2025

FAITHFUL PERFORMANCE MATERIAL & LABOR

SECURITY SECURITY
(100% of Estimated (**100% of Estimated
Construction Costs) Construction Costs)
384,000.00 384,000.00

0.00 0.00

0.00 0.00
384,000.00 384,000.00
38,400.00

DESIGN ENGINEER'S CALCULATION OF IMPROVEMENT BONDING COSTS *** PLEASE READ INSTRUCTIONS BELOW ***
03/31/26
Brian Overley
10/13/25
E20627 03/31/26
Approved for bonding
A. Backlund
10-14-25

9. Approved Cost Estimate:

Bonds for Tract #31229-1 For the Construction of Onsite Streetlight Improvements IP24-020SL, executed October 22nd, 2025. Bond No. 30258795 by The Continental Insurance
Company, 151 N. Franklin Street, Chicago, IL 60606.

Faithful Performance and Materials & Labor Bond $384,000.

CANDELA
Lighting Design | Electrical Engineering
27201 Calle Juanita | Dana Point, CA 92624 | Ph (949) 201-1333

Streetlight Cost Estimate – KB Nautical (Onsite) - IP24-020SL

Item
Qty Cost (EA) Total
Offsite Street light 30 $10,000 $30 0,000
Electrical Pedestal 0 $5,000 $0
Total $300 ,000

Thank you,

E N G I N E E R I N G
03/31/26

PARCEL MAP OR TRACT MAP NO. DATE:

IP:

IMPROVEMENTS
Landscape $ 697,163.53 $ $
Total 697,163.53 $ $
Warranty Retention (10%) $
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 bonding prior to having signed plans (Ordinance460, Section 10.3E).
10/2/2025
Signature Date
David Neault 2884 06/30=2006
Name Typed or printed RLA# Exp. Date
Landscape Architect's Stamp

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.
25-009L

CITY OF MENIFEE ENGINEERING DEPARTMENT

CONSTRUCTION COST WORKSHEET
Tr. 31229-1 10/3/2025

FAITHFUL PERFORMANCE MATERIAL & LABOR

SECURITY SECURITY
(100% of Estimated (100% of Estimated
69,750.00

LANDSCAPE ACHITECT'S CALCULATION OF IMPROVEMENT BONDING COSTS *** PLEASE READ INSTRUCTIONS BELOW ***
Construction Costs) Construction Costs)
697,500.00 697,500.00
697,500.00 697,500.00
Approved for bonding
A. Backlund
10-3-25

10. Approved Cost Estimate:

Bonds for Tract #31229-1 For the Construction of Landscape Improvements IP25-009L, executed October 20th, 2025. Bond No. 30258794 by The Continental Insurance Company, 151 N.

Franklin Street, Chicago, IL 60606.

Faithful Performance and Materials & Labor Bond $697,500.

Project: Nautical Cove - CFD Streetcape POC 1
IP25-009L
Client: KB Home
36310 Inland Valley Rd
Wildomar, CA 92595
Qty Size Unit Cost Total
480 l.f. 6.00$ 2,880.00$
101 s.f. 8.00$ 808.00$
3,688.00$
Qty Size Unit Cost Total
72,040 s.f. 0.16$ 11,526.40$
72,040 s.f. 2.00$ 144,080.00$
111 ea. 250.00$ 27,750.00$
6 ea. 600.00$ 3,600.00$
1,582 ea. 20.00$ 31,640.00$
7,347 ea. 10.00$ 73,470.00$
-$
292,066.40$
Qty Size Unit Cost Total
72,040 s.f. 3.00$ 216,120.00$
1 ea. 17,080.00$ 17,080.00$
1 ea. 12,500.00$ 12,500.00$
245,700.00$
Prepared by:
541,454.40$
8,121.82$
81,218.16$
43,316.35$
23,052.80$
697,163.53$
365 Day Maintenance
NOTE: All Unit Costs
include material, labor
profit and overhead
for the Landscape
Subcontractor.

General Liability Insurance 1.5%
Contingency 15%

TOTAL ESTIMATE
Base Estimate
Construction Inspection 8%
Calsense Controller
Irrigation Subtotal
Meters - Electical & Water
Soil Prep. / Fine Grading
Trees - 24" Box w/ Root Barrier
CFD Point-to-Point Drip Irrigation

IRRIGATION
Botanical Name
Planting Subtotal
Shrub - 5 Gallon
Groundcover - 1 Gallon
Description

PLANTING
3"-8" size Rock Mulch
Trees - 36" Box w/ Root Barrier
Landscape Construction Cost Estimate
September 16, 2025

CONSTRUCTION
Description
Construction Subtotal
D.G. Paving w/ Mow Curb
Concrete Mow Curb

Page 1 of 1 ends

PARCEL MAP OR TRACT MAP NO. DATE:

IP:

IMPROVEMENTS
Landscape $ 391,609.09 $ $
Total 391,609.09 $ $
Warranty Retention (10%) $
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 bonding prior to having signed plans (Ordinance460, Section 10.3E).
10/2/2025
Signature Date
David Neault 2884 06/30=2006
Name Typed or printed RLA# Exp. Date
Landscape Architect's Stamp

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.

LANDSCAPE ACHITECT'S CALCULATION OF IMPROVEMENT BONDING COSTS *** PLEASE READ INSTRUCTIONS BELOW ***
Construction Costs) Construction Costs)
392,000.00 392,000.00
392,000.00 392,000.00

FAITHFUL PERFORMANCE MATERIAL & LABOR

SECURITY SECURITY
(100% of Estimated (100% of Estimated
25-010L

CITY OF MENIFEE ENGINEERING DEPARTMENT

CONSTRUCTION COST WORKSHEET
Tr. 31229-2 10/3/2025
Approved for bonding
A. Backlund
10-3-25

11. Approved Cost Estimate:

Bonds for Tract #31229-2 For the Construction of Landscape Improvements IP25-010L, executed October 14th, 2025. Bond No. 30258793 by The Continental Insurance Company, 151 N.

Franklin Street, Chicago, IL 60606.

Faithful Performance and Materials & Labor Bond $392,000.

Project: Nautical Cove - CFD Streetcape POC 2
IP25-010L
Client: KB Home
36310 Inland Valley Rd
Wildomar, CA 92595
Qty Size Unit Cost Total
2,124 l.f. 6.00$ 12,744.00$
10,558 s.f. 8.00$ 84,464.00$
985 l.f. 40.00$ 39,400.00$
136,608.00$
Qty Size Unit Cost Total
23,716 s.f. 0.16$ 3,794.56$
23,716 s.f. 1.30$ 30,830.80$
39 ea. 250.00$ 9,750.00$
555 ea. 20.00$ 11,100.00$
1,940 ea. 10.00$ 19,400.00$
-$
74,875.36$
Qty Size Unit Cost Total
23,716 s.f. 3.00$ 71,148.00$
1 ea. 17,800.00$ 17,080.00$
1 ea. 12,500.00$ 12,500.00$
100,728.00$
Prepared by:
312,211.36$
46,831.70$
24,976.91$
7,589.12$
391,609.09$
October 2, 2025

CONSTRUCTION
Description
Construction Subtotal
Concrete Mow Curb
Vinyl Rail Fence
Description

PLANTING
Rock Mulch
Landscape Construction Cost Estimate
D.G. Paving w/ Mow Curb
Calsense Controller
Irrigation Subtotal
Meters - Electical & Water
Soil Prep. / Fine Grading
Trees - 24" Box w/ Root Barrier
CFD Point-to-Point Drip Irrigation

IRRIGATION
Botanical Name
Planting Subtotal
Shrub - 5 Gallon
Groundcover - 1 Gallon
365 Day Maintenance
NOTE: All Unit Costs
include material, labor
profit and overhead
for the Landscape
Subcontractor.

Contingency 15%

TOTAL ESTIMATE
Base Estimate
Construction Inspection 8%

Page 1 of 1 ends

PARCEL MAP OR TRACT MAP NO. TR 31229-BRIGGS ROAD DATE:

IP:

IMPROVEMENTS
Street/Drainage $ 682,120.96 $ $
*Flood Control $ 0.00 $ $
Dom Wtr EMWD $ 0.00 $ $
Rec Wtr EMWD $ 0.00 $ $
Sewer EMWD $ 0.00 $ $
Total 682,120.96 $ $
Warranty Retention (10%) $
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).

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.

682,000.00 682,000.00
68,200.00

DESIGN ENGINEER'S CALCULATION OF IMPROVEMENT BONDING COSTS *** PLEASE READ INSTRUCTIONS BELOW ***
September 4, 2025

0.00 0.00

0.00 0.00
Construction Costs) Construction Costs)
682,000.00 682,000.00

0.00 0.00

FAITHFUL PERFORMANCE MATERIAL & LABOR

SECURITY SECURITY
(100% of Estimated (**100% of Estimated
IP25-007 SD

CITY OF MENIFEE ENGINEERING DEPARTMENT

CONSTRUCTION COST WORKSHEET
September 4, 2025
Approved for bonding
A. Backlund
10-2-25

12. Approved Cost Estimate:

Bonds for Tract #31229-2 For the Construction of Offsite Stormdrain Improvements IP25-007SD, executed October 14th, 2025. Bond No. 30258792 by The Continental Insurance
Company, 151 N. Franklin Street, Chicago, IL 60606.

Faithful Performance and Materials & Labor Bond $682,000

CITY OF MENIFEE ENGINEERING DEPARTMENT

IMPROVEMENT REQUIREMENT WORKSHEET

STREET AND DRAINAGE IMPROVEMENTS

UNIT
ROADWAY SECTION 1 Area = S.F.

Excavation
Cut (c) = C.Y.

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

C.Y. $ 0.40 $ 0.00
C.Y. $ 1.10 $ 0.00
C.Y. $ 2.80 $ 0.00
TON $ 90.00 $ 0.00
Thickness in Feet (0.33' min.) =
C.Y. $ 50.00 $ 0.00
Thickness in Feet =
Ton $ 600.00 $ 0.00
ROADWAY SECTION 2 Area = S.F.

Excavation

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

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

C.Y. $ 0.40 $ 0.00
C.Y. $ 1.10 $ 0.00
C.Y. $ 2.80 $ 0.00
TON $ 90.00 $ 0.00
Thickness in Feet (0.33' min.) =
C.Y. $ 50.00 $ 0.00
Thickness in Feet =
Ton $ 600.00 $ 0.00
$ $ 0.00
EA. $ 500.00 $ 1,500.00
EA. $ 300.00 $ 0.00
LF. $ 65.00 $ 3,510.00
LF. $ 40.00 $ 1,320.00
EA. $ 500.00 $ 0.00
EA $ 2,000.00 $ 0.00
EA $ 500.00 $ 4,000.00
EA $ 2,000.00 $ 0.00
EA $ 50,000.00 $ 150,000.00
S.F. $ 6.50 $ 0.00
C.Y. $ 400.00 $ 0.00
C.Y. $ 200.00 $ 0.00
C.Y. $ 80.00 $ 1,440.00
C.Y. $ 90.00 $ 0.00
C.Y. $ 100.00 $ 0.00
C.Y. $ 110.00 $ 0.00
C.Y. $ 100.00 $ 0.00
C.Y. $ 120.00 $ 0.00
C.Y. $ 130.00 $ 0.00
EA. $ 2,350.00 $ 0.00
L.F. $ 113.00 $ 194,812.00
L.F. $ 132.00 $ 0.00
L.F. $ 153.00 $ 0.00
L.F. $ 178.00 $ 0.00
24" R.C.P. round, arch or elliptical
30" R.C.P. round, arch or elliptical
36" R.C.P. round, arch or elliptical
Grouted Rip Rap ( 1 Ton ) Method B
18" ADS 18"x12" inline pipe
18" R.C.P. round, arch or elliptical 1724
Rip Rap ( 2 Ton ) Method B
Grouted Rip Rap ( 1/4 Ton ) Method B
Grouted Rip Rap ( 1/2 Ton ) Method B
Rip Rap ( 1/4 Ton ) Methob B ( 1.9 tons /CY) 18
Rip Rap ( 1/2 Ton ) Method B
Rip Rap ( 1 Ton ) Method B
Interceptor Drain
R.C. Box Culvert (2 - 3'X5' )
Concrete Channel
Caltrans Delineator Type E 8 Curb Outlet Drainage Structure Std 308
Modular Wetland Systems 3 Cut Off Wall ( Std 2' ) 54 A. C. Overside Drain
Under Sidewalk Drain Std 309
Cut Off Wall ( Std 1' ) with #4 Bars @ 18" O.C., E.W 33

DRAINAGE
Concrete Collar 3
Slope Anchors for Pipes

0.5 Asphalt Emulsion (Fog Seal/Paint Binder)
(1 ton = 240 gals)
-
(c.) Import and Fill -
Asphalt Concrete (144 lbs/cu.ft) -

0.39 Agg Base Class II -
(a.) Excavate and Fill -
(b.) Excavate and Export -
C.Y. $ 25.00 $ 0.00 Area x 0.50' (hinge point to hinge point)

0.67 Asphalt Emulsion (Fog Seal/Paint Binder)
(1 ton = 240 gals)

1. Projects with Grading Plan for Roadway
Asphalt Concrete (144 lbs/cu.ft)

0.42 Agg Base Class II
If balance, provide (a.) only, either cut or fill If export, provide (a.)&(b.) a = fill, b = cut - fill If import, provide (a)&(c), a = cut, c = fill - cut (Unit costs for (a),(b), & (c) are 20% of actual costs to assure that work will be corrected to eliminate hazardous conditions.)
(a.) Excavate and Fill -
(b.) Excavate and Export -

2. Projects without a Grading Plan

1. Projects with Grading Plan for Roadway
C.Y. $
(c.) Import and Fill -

ITEM QUANTITY UNIT AMOUNT
COST

25.00 $ 0.00 Area x 0.50' (hinge point to hinge point) L.F. $ 204.00 $ 0.00
L.F. $ 235.00 $ 0.00
L.F. $ 40.00 $ 0.00
L.F. $ 50.00 $ 0.00
L.F. $ 60.00 $ 0.00
L.F. $ 70.00 $ 0.00
L.F. $ 80.00 $ 0.00
L.F. $ 164.00 $ 0.00
EA. $ 2,500.00 $ 2,500.00
EA. $ 4,000.00 $ 4,000.00
EA. $ 5,750.00 $ 5,750.00
EA. $ 7,500.00 $ 0.00
EA. $ 11,000.00 $ 0.00
EA. $ 14,500.00 $ 0.00
EA. $ 2,500.00 $ 0.00
EA. $ 3,500.00 $ 0.00
EA. $ 4,500.00 $ 0.00
EA. $ 3,500.00 $ 0.00
EA. $ 5,000.00 $ 0.00
EA. $ 12,500.00 $ 0.00
EA. $ 12,500.00 $ 0.00
EA. $ 4,500.00 $ 0.00
EA. $ 5,000.00 $ 20,000.00
EA. $ 6,500.00 $ 0.00
EA. $ 2,700.00 $ 0.00
EA. $ 6,500.00 $ 0.00
EA. $ 2,500.00 $ 7,500.00
EA. $ 2,000.00 $ 4,000.00
EA. $ 10,000.00 $ 20,000.00
2000 psi Concrete Slurry C.Y. $ 150.00 $ 0.00
4" Thick Slurry C.Y. $ 150.00 $ 88,200.00
Pipe Riser EA. $ 5,000.00 $ 0.00
18" Thick of 6"-9" Grouted Cobble C.Y. $ 250.00 $ 0.00
6" Schedule 40 Air Release Pipe L.F. $ 30.00 $ 0.00
8" SCH 40 PVC Pipe L.F. $ 35.00 $ 0.00
12" SCH 40 PVC Pipe L.F. $ 55.00 $ 0.00
Bioclean Modular Wetland and Modular Dvert EA. $ 50,000.00 $ 0.00 Caltrans Cable Railing per B11-47 L.F. $ 50.00 $ 3,450.00 Connect to Existing Pipe EA 1,500.00 4,500.00
C.Y. $ 400.00 $ 2,800.00
EA. $ 34,000.00 $ 0.00
L.F. $ 20.00 $ 0.00
L.F. $ 30.00 $ 0.00
EA. $ 1,500.00 $ 0.00
EA. $ 4,000.00 $ 0.00
EA. $ 8,500.00 $ 0.00
EA. $ 2,500.00 $ 0.00
LF. $ 30.00 $ 4,110.00
SF $ 50.00 $ 2,450.00
L.F. $ 35.00 $ 3,465.00
EA. $ 1,200.00 $ 3,600.00
L.F. $ 40.00 $
$ $ 0.00
LS $ 8,000.00 $ 0.00
LS $ 40,000.00 $ 0.00
LS $ 30,000.00 $ 0.00
LS $ 15,000.00 $ 0.00
A. $ 532,907.00
B. Administrative Contingency (20% x A) $ 106,581.40
C. CM - Inspection - LC (8%) $ 42,632.56
D Streets/Drainage Total (A + B) $ 682,120.96
Drop inlet
69 3
Catch Basin W=10' 1
Structural Reinforcement Concrete for Concrete Pads 7
15" C.S.P. or HDPE N12
Gutter depression for curb opening
RCFC&WCD Modified drop inlet
Vortechs 16000 treatment structure
Junction Structure No. 3
Transition Structure No. 2
Transition Structure No. 3
Manhole No. 1 4
Junction Structure No. 2
Junction Structure No. 6
Transition Structure No. 1
Subtotal
Design/submittals/review
Mobilization
Traffic Control
Survey
8" PVC Pipe for Modular Wetland 99
RCFC&WCD Conctrete collar
Norplex Micarta 137
6" Concrete Apron w/ #4 Bars @ 18" O.C., E.W 49
18" CMP PIPE
Contech D-Verts 3
12" C.S.P. or HDPE N12
Manhole No. 2
Manhole No. 3
Manhole No. 4
Local Depression No. 2 3
Special Connections to Catch Basin 2
Caltrans D90 & B3-1C Wingwall 2
588
Catch Basin W=28'
Grated conc.trench drain
Junction Structure No. 1
Catch Basin W=7' 1
Catch Basin W=14'
Catch Basin W=21'
42" C.S.P. or HDPE N12
96" CMP subsurface basin
Catch Basin W=4' 1
24" C.S.P. or HDPE N12
30" C.S.P. or HDPE N12
36" C.S.P. or HDPE N12
42" R.C.P. round, arch or elliptical
48" R.C.P. round, arch or elliptical
18" C.S.P. or HDPE N12

Menifee City CouncilJanuary 21, 2026

Menifee City Council
January 21, 2026