Cities Index.
Agreement

Menifee City Council
February 4, 2026

Document
Agreement
Meeting
February 4, 2026
Body
Menifee City Council
Original file
1.5 MB
Text extracted from the city's file for reading and search. Open the original on cityofmenifee.primegov.com. That file is the official record.

PARCEL MAP OR TRACT MAP NO. DATE:

IN-TRACT IP:

IMPROVEMENTS
Street/Drainage $ 3,492,264.53 $ $
*Flood Control $ 0.00 $ $
Dom Wtr EMWD $ 655,977.60 $ $
Rec Wtr EMWD $ 0.00 $ $
Sewer EMWD $ 590,536.80 $ $
Total 4,738,778.93 $$
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 does include additional 20% for recordation prior to having signed plans (Ordinance 460, Section 10.3E).

03/26/25
Signature Date
Jimmy C. Chen C51394 6/30/2026
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 Amounts. **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.

24-009S

CITY OF MENIFEE ENGINEERING DEPARTMENT

CONSTRUCTION COST WORKSHEET
TRACT 38128 3/26/2025

FAITHFUL PERFORMANCE MATERIAL & LABOR

SECURITY SECURITY
(100% of Estimated (**100% of Estimated
Construction Costs) Construction Costs)
3,492,500.00 3,492,500.00

0.00 0.00
656,000.00 656,000.00

0.00 0.00
590,500.00 590,500.00
4,739,000.00 4,739,000.00
473,900.00

DESIGN ENGINEER'S CALCULATION OF IMPROVEMENT BONDING COSTS *** PLEASE READ INSTRUCTIONS BELOW ***
/IP24-009U/IP24-009SL1/IP24-009L Approved for bonding
A. Backlund
6/10/25

CITY OF MENIFEE ENGINEERING DEPARTMENT

IMPROVEMENT REQUIREMENT WORKSHEET

STREET AND DRAINAGE IMPROVEMENTS
UNIT
ROADWAY SECTION 1 - Byers Rd. 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 $ 144,000.00
Thickness in Feet (0.33' min.) =
C.Y. $ 50.00 $ 86,200.00
Thickness in Feet =
Ton $ 600.00 $ 0.00
ROADWAY SECTION 2 - Onsite 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 $ 10,340.00
C.Y. $ 2.80 $ 0.00
TON $ 90.00 $ 332,100.00
Thickness in Feet (0.33' min.) =
C.Y. $ 50.00 $ 143,800.00
Thickness in Feet =
Ton $ 600.00 $ 3,760.00
ROADWAY SECTION 3 - Rouse Rd. 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 $ 25,897.64
Thickness in Feet (0.67' min.) =

ITEM QUANTITY UNIT AMOUNT
COST

25.00 $ 25,000.00 Area x 0.50' (hinge point to hinge point)

2. Projects without a Grading Plan
48,000

1. Projects with Grading Plan for Roadway
1,000 C.Y. $
(c.) Import and Fill -
Asphalt Concrete (144 lbs/cu.ft) (52,900 sf) 1,600

0.42 Agg Base Class II (52,900 sf) 1,724
If balance, provide (a.) only, either cut or fill
If export, provide (a.)&(b.) a = fill, b = cut - fill
If import, provide (a)&(c), a = cut, c = fill - cut
(Unit costs for (a),(b), & (c) are 20% of actual
costs to assure that work will be corrected to
eliminate hazardous conditions.)
(a.) Excavate and Fill -
(b.) Excavate and Export -
C.Y. $ 25.00 $ 0.00 Area x 0.50' (hinge point to hinge point)

1.0 Asphalt Emulsion (Fog Seal/Paint Binder)
169,200

1. Projects with Grading Plan for Roadway
-
(c.) Import and Fill -
Asphalt Concrete (144 lbs/cu.ft) (155,300 sf) 3,690

0.33 Agg Base Class II 2,876
9,400
(a.) Excavate and Fill -
(b.) Excavate and Export 9,400
$ 0.00 Area x 0.50' (hinge point to hinge point)

0.5 Asphalt Emulsion (Fog Seal/Paint Binder) 6.3
5,965

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) 288

0.67 C.Y. $ 50.00 $ 11,930.00
Thickness in Feet =
Ton $ 600.00 $ 132.56
L.F. $ 1.00 $ 400.00
S.F. $ 0.50 $ 400.00
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
S.F. $ 0.90 $ 720.00
L.F. $ 14.00 $ 123,284.00
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 $ 2,528.00
L.F. $ 10.00 $ 0.00
S.F. $ 10.00 $ 67,700.00
S.F. $ 6.00 $ 241,020.00
S.F. $ 8.00 $ 164,800.00
S.F. $ 6.00 $ 0.00
EA. $ 1,500.00 $ 24,000.00
EA. $ 2,500.00 $ 0.00
L.F. $ 100.00 $ 4,000.00
L.F. $ 35.00 $ 0.00
L.F. $ 10.00 $ 0.00
L.F. $ 4.00 $ 6,400.00
L.F. $ 10.00 $ 18,600.00
EA. $ 1,000.00 $ 0.00
EA. $ 10,000.00 $ 0.00
EA. $ 5,000.00 $ 185,000.00
EA. $ 150.00 $ 0.00
EA. $ 400.00 $ 0.00
S.F. $ 4.00 $ 0.00
S.F. $ 10.00 $ 0.00
EA $ 100.00 $ 14,700.00
S.F. $ 3.50 $ 482,867.00
C.Y. $ 27.00 $ 23,436.00
EA $ 7,000.00 $ 14,000.00
S.F. $ 10,000.00 $ 20,000.00
L.F. $ 100.00 $ 40,000.00
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 $ 2,000.00

1.08 Asphalt Emulsion (Fog Seal/Paint Binder) 0.2
Sawcut Exist. A.C. Pavement 400
Cold Plane A.C. Pavement 800
Agg Base Class II 239
Remove A.C. Dike
Remove Chain Link Fence
Remove Barricade
Grinding A.C. , in place
Remove A.C. Pavement
Remove Curb and Gutter
Curb and Gutter (Type A-8)
Type "C" Curb
Type "D-1" Curb
Relocate Mailbox
AC overlay (min. 0.10') 800
Curb and Gutter (Type A-6) 8,806
P.C.C. Cross Gutter and Spandrels 6,770
P.C.C. Sidewalk 40,170
P.C.C. Driveway Approach 20,600
Type "D" Curb
A.C. Dike (6")(incl. material & labor) 316
A.C. Dike (8")(incl. material & labor)
Barricades 40
Metal Beam Guard Railing
y( )
(total length of Streets)
P.C.C. Dip Section Std. 307
ADA Access Ramp (w/ new construction) 16
ADA Access Ramp (in existing improvements)
Relocate Power Pole
Street Lights (including conduit) 37
Adjust Water Valve to Grade ( if no water plan )
AC Safety Edge 1,600
Electrical Conduit 1,860
Pipe Gate

LANDSCAPING
Maintenance Walk STD 113
Landscape Fill Material 868
Adjust MH to Grade ( if no sewer plan )
BMP Bio-Trench 400
Water Meter 2
Electric Meter 2
Colored Stamped Concrete
Street Trees ( 15 Gallon ) 147
Landscape and Irrigation 137,962
Cut Off Wall ( Std 2' )
A. C. Overside Drain
Under Sidewalk Drain Std 309 1

DRAINAGE
Concrete Bulkhead
Slope Anchors for Pipes

EA $ 2,000.00 $ 0.00
EA $ 2,000.00 $ 2,000.00
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 $ 70,060.00
L.F. $ 132.00 $ 93,984.00
L.F. $ 153.00 $ 88,128.00
L.F. $ 178.00 $ 64,792.00
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 $ 97,500.00
EA. $ 11,000.00 $ 0.00
EA. $ 14,500.00 $ 0.00
EA. $ 2,500.00 $ 0.00
EA. $ 7,500.00 $ 7,500.00
S.F. $ 10.00 $ 10,220.00
EA. $ 2,500.00 $ 7,500.00
EA. $ 1,000.00 $ 5,000.00
C.Y. $ 100.00 $ 9,200.00
EA. $ 5,000.00 $ 35,000.00
EA. $ 6,500.00 $ 0.00
EA. $ 2,700.00 $ 0.00
EA. $ 6,500.00 $ 0.00
S.F. $ 5.00 $ 4,035.00
EA. $ 3,500.00 $ 7,000.00
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 $ 827.20
L.F. $ 0.65 $ 739.70
L.F. $ 0.82 $ 0.00
Interceptor Drain
R.C. Box Culvert (2 - 3'X5' )
Concrete Channel
Flat Outlet Drainage Structure Std 303
Curb Outlet Drainage Structure Std 308 1
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 712
30" R.C.P. round, arch or elliptical 576
36" R.C.P. round, arch or elliptical 364
Grouted Rip Rap ( 1 Ton ) Method B
Grouted Rip Rap ( 2 Ton ) Method B
18" R.C.P. round, arch or elliptical 620
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' 13
Catch Basin W=21'
42" C.S.P. or HDPE N12
48" C.S.P. or HDPE N12
Catch Basin W=4'
6" PCC 1022
Wingwalls (Caltrans Std. D868) 3
Concrete Collar 5
Catch Basin W=28'
Inlet Type IX or X
Basin Outlet Structure 1
Manhole No. 2
Manhole No. 3
Manhole No. 4
BMP Collector Trench 92
Manhole No. 1 7

SIGNING, STRIPING AND SIGNALS
Remove Painted Traffic Stripes and Markings
Structural Reinforcement Concrete (Forebay) 807
Headwall for 36" or smaller storm drain 2
4" Painted Double Solid Stripes 1,760
6" Painted Bike Lane Stripes 1,138
8" Painted Channelizing Line
4" Painted Solid Stripes
4" Painted Solid Stripes (2 Coats )
4" Painted Broken Stripes

L.F. $ 1.30 $ 166.40
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 $ 903.24
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 $ 72.20
S.F. $ 2.25 $ 0.00
S.F. $ 3.00 $ 720.00
EA. $ 50.00 $ 0.00
EA. $ 100.00 $ 0.00
EA. $ 275.00 $ 2,750.00
EA. $ 150.00 $ 3,150.00
EA. $ 425.00 $ 0.00
EA. $ 250.00 $ 2,250.00
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 $ 7.50
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 $ 25,200.00
EA $ 500.00 $ 0.00
L.F. $ 25.00 $ 152,500.00
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. $ 2,910,220.44
B. Administrative Contingency (20% x A) $ 582,044.09
C. CM - Inspection - LC (8%) $ 232,817.64
D Streets/Drainage Total (A + B) $ 3,492,264.53
Painted Pavement Markings
Remove Thermoplastic Trafffic Stripes and Markings
4" Thermoplastic Solid Stripes 1,737
12" Painted Crosswalk & Limit Line 128
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 240
Remove, Sign, Salvage
Relocate Roadside Sign
Thermoplastic Two-Way Left Turn Lane
Thermoplastic Pavement Markings 20
g
Pavement Marking
Stop Sign & Post 9
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) 21
Install Sign (Mast Arm Hanger Method)
Pavement Marker, Reflective 2
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 6,100
3" PVC Interconnect Conduit & Cable
Retrofit of Ex. Traffic Signal & Lighting
6' Round Signal Loops
Install Pull Box (#5) 63
Subtotal
Design/submittals/review
Mobilization
Traffic Control
3" PVC Conduit & Fiber Optic Cable
Survey

UNIT
L.F. $ 25.00 $ 0.00
L.F. $ 30.00 $ 0.00
L.F. $ 35.00 $ 209,440.00
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 $ 36,180.00
EA. $ 2,300.00 $ 0.00
EA. $ 6,270.00 $ 0.00
EA. $ 14,300.00 $ 0.00
EA. $ 4,000.00 $ 0.00
EA. $ 4,500.00 $ 72,000.00
EA. $ 3,500.00 $ 0.00
EA. $ 4,000.00 $ 12,000.00
EA. $ 2,400.00 $ 21,600.00
EA. $ 4,000.00 $ 0.00
EA. $ 800.00 $ 76,800.00
EA. $ 2,480.00 $ 4,960.00
EA. $ 2,780.00 $ 5,560.00
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 $ 0.00
EA. $ 5,000.00 $ 5,000.00
EA. $ 10,000.00 $ 10,000.00
A. $ 455,540.00
B. $ 91,108.00
C. $ 546,648.00
D. $ 109,329.60
E. $ 655,977.60

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 5,984
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 27
12" Gate Valve RS
16" Gate Valve RS
18" Gate Valve RS
6" Fire Hydrant (Standard)
6" Fire Hydrant (Super) 16
4" Blowoff
6" Blowoff (include temp B.O.) 3
1" Air and Vacuum Valve. 9
2" Air and Vacuum Valve.
1" Service Connection ( No Meter) 96
1-1/2" Service Connection ( No Meter) 2
2" Service Connection ( No Meter) 2
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
Administrative Contingency (20% x A)
Water Total (A + B)
8" Hot Tap
18" Hot Tap 1
Pressure Reducing Sta. (relocating existing) 1
Subtotal
20% x C
Water Total (C + D)

BOND AMOUNT FOR RECORDATION

PRIOR TO HAVING SIGNED PLANS
(ORD.460, SEC. 10.3E)

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 $ 0.00
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 $ 0.00
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 $ 0.00
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 $ 0.00
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 $ 0.00
EA. $ 3,150.00 $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
A. $ 0.00
B. $ 0.00
C. $ 0.00
D. $ 0.00
E. $ 0.00
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
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
12" Gate Valve RS
16" Gate Valve RS
18" Gate Valve RS
4" Blowoff
6" Blowoff
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)
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" Hot Tap
12" Hot Tap
Subtotal
Administrative Contingency (20% x A)
Water Total (A + B)

BOND AMOUNT FOR RECORDATION

PRIOR TO HAVING SIGNED PLANS
(ORD.460, SEC. 10.3E)
20% x C
Water Total (C + D)

UNIT
L.F. $ 25.00 $ 71,775.00
L.F. $ 30.00 $ 0.00
L.F. $ 35.00 $ 162,400.00
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 $ 0.00
EA. $ 4,500.00 $ 85,500.00
EA. $ 3,300.00 $ 0.00
EA. $ 730.00 $ 70,080.00
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. $ 3,140.00 $ 18,840.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
A. $ 410,095.00
B. $ 82,019.00
C. $ 492,114.00
D. $ 98,422.80
E. $ 590,536.80

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) 2871
6" PVC SDR 35 Green
8" PVC SDR 35 Green 4640
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"
Standard Manhole 60" 19
Shallow Manhole (5' or less)
Clean out 96
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
48" Terminus Manhole 6
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 PLANS
(ORD.460, SEC. 10.3E)

PARCEL MAP OR TRACT NO. SCH: DATE:

PP, CU, PU, MS OR VL NO.
$ 232,817.64
$ 546,648.00
$ 0.00
$ 492,114.00
$ 1,271,579.64
$ 6,984.53
IV. Sewer (Line C from Sewer Improvement Calculations)

CITY OF MENIFEE ENGINEERING DEPARTMENT

COST ESTIMATE CALCULATION SHEET
TRACT 38128 3/26/2025
IMPROVEMENT COSTS (Including Contingencies)
I. Streets/Drainage (Line C from Street Improvement Calculations) II. Domestic Water (Line C from Domestic Water Improvement Calculations) III. Recycled Water (Line C from Recycled Water Improvement Calculations) Total

INSPECTION DEPOSIT CALCULATION
Street/Drainage
A. Street/Drainage (3% x I.)
NOTE: Use 3% for Inspection
PARCEL MAP OR TRACT MAP NO. DATE:

VALLEY BLVD. IMPs IP:

IMPROVEMENTS
Street/Drainage $ 434,315.06 $ $
*Flood Control $ 0.00 $ $
Dom Wtr EMWD $ 0.00 $ $
Rec Wtr EMWD $ 0.00 $ $
Sewer EMWD $ 0.00 $ $
Total 434,315.06 $$
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 does include additional 20% for recordation prior to having signed plans (Ordinance 460, Section 10.3E).

05/12/25
Signature Date
Jimmy C. Chen C51394 6/30/2026
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.

IP24-009S2

CITY OF MENIFEE ENGINEERING DEPARTMENT

CONSTRUCTION COST WORKSHEET
TRACT 38128 5/12/2025

FAITHFUL PERFORMANCE MATERIAL & LABOR

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

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00
434,500.00 434,500.00
43,450.00

DESIGN ENGINEER'S CALCULATION OF IMPROVEMENT BONDING COSTS *** PLEASE READ INSTRUCTIONS BELOW ***
Approved for bonding
A. Backlund
5/22/25

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 $ 38,430.00
Thickness in Feet (0.5' min.) =
C.Y. $ 50.00 $ 24,700.00
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
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.) =

ITEM QUANTITY UNIT AMOUNT
COST

25.00 $ 15,275.00 Area x 0.50' (hinge point to hinge point)

2. Projects without a Grading Plan
9,780

1. Projects with Grading Plan for Roadway
611 C.Y. $
(c.) Import and Fill -
Asphalt Concrete (144 lbs/cu.ft) (11,864 sf) 427

0.5 Agg Base Class II (11,864 sf) 494
If balance, provide (a.) only, either cut or fill If export, provide (a.)&(b.) a = fill, b = cut - fill
If import, provide (a)&(c), a = cut, c = fill - cut
(Unit costs for (a),(b), & (c) are 20% of actual costs to assure that work will be corrected to eliminate hazardous conditions.)
(a.) Excavate and Fill -
(b.) Excavate and Export -
C.Y. $ 25.00 $ 0.00 Area x 0.50' (hinge point to hinge point)

1.42 Asphalt Emulsion (Fog Seal/Paint Binder)

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)

0.5 Asphalt Emulsion (Fog Seal/Paint Binder) -

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

0.39 (a.) Excavate and Fill -
(b.) Excavate and Export -
UNIT
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
S.Y. $ 0.60 $ 0.00
S.Y. $ 8.00 $ 63,200.00
S.F. $ 18.00 $ 70,200.00
L.F. $ 3.00 $ 2,340.00
L.F. $ 3.00 $ 66.00
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 $ 12,848.00
L.F. $ 12.00 $ 0.00
L.F. $ 10.00 $ 0.00
L.F. $ 15.00 $ 12,570.00
L.F. $ 8.00 $ 0.00
L.F. $ 10.00 $ 4,660.00
S.F. $ 10.00 $ 0.00
S.F. $ 6.00 $ 37,962.00
S.F. $ 8.00 $ 1,664.00
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 $ 9,960.00
L.F. $ 4.00 $ 31,360.00
EA. $ 10,000.00 $ 0.00
EA. $ 5,000.00 $ 25,000.00
EA. $ 150.00 $ 0.00
EA. $ 400.00 $ 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
Agg Base Class II -

ITEM QUANTITY
Grinding A.C. , in place
Remove A.C. Pavement 7,900
Remove Concrete Sidewalk 3,900

0.5 Asphalt Emulsion (Fog Seal/Paint Binder) -
Sawcut Exist. A.C. Pavement
Cold Plane A.C. Pavement
Relocate Mailbox
AC overlay (min. 0.10')
Curb and Gutter (Type A-6)
Remove A.C. Dike 780
Remove Median Curb 22
Remove Barricade
Type "D" Curb (Type 8A) 838
A.C. Dike (6")(incl. material & labor)
A.C. Dike (8")(incl. material & labor) 466
Curb and Gutter (Type A-8) 803
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 (4/4A) 6,327
P.C.C. Driveway Approach 208
Chain Link Fence ( 6' )
Median Walkway 830
Pipe Gate D.G. Trail 7,840
Barricades
Metal Beam Guard Railing
y( ) (
length of Streets)
Adjust MH to Grade (if no sewer plan)
Relocate Power Pole
Street Lights (including conduit) 5
Adjust Water Valve to Grade (if no water plan)

LANDSCAPING
Maintenance Walk STD 113
Landscape Fill Material
Water Meter
Electric Meter
Colored Stamped Concrete
Street Trees ( 15 Gallon )
Landscape and Irrigation
Remove trees

UNIT AMOUNT
COST
UNIT
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. $ 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. $ 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
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
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'
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

ITEM QUANTITY UNIT AMOUNT
COST
Structural Reinforcement Concrete
Headwall for 36" or smaller storm drain
Transition Structure No. 2
Transition Structure No. 3
Manhole No. 1
UNIT
S.F $ 2.50 $ 37.50
L.F. $ 0.21 $ 0.00
L.F. $ 0.30 $ 0.00
L.F. $ 0.16 $ 110.08
L.F. $ 0.47 $ 289.05
L.F. $ 0.65 $ 1,348.10
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 $ 27.00
S.F $ 2.50 $ 0.00
L.F. $ 0.97 $ 0.00
L.F. $ 1.13 $ 0.00
L.F. $ 2.83 $ 0.00
S.F $ 3.61 $ 32.49
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 $ 450.00
EA. $ 300.00 $ 0.00
EA. $ 60.00 $ 0.00
EA. $ 40.00 $ 80.00
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 $ 2,000.00
EA $ 500.00 $ 0.00
L.F. $ 25.00 $ 0.00
L.F. $ 30.00 $ 0.00
L.F. $ 15.00 $ 7,320.00
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. $ 361,929.22
B. Administrative Contingency (20% x A) $ 72,385.84
C. CM - Inspection - LC (8%) $ 28,954.34
D Streets/Drainage Total (A + B) $ 434,315.06

SIGNING, STRIPING AND SIGNALS
Remove Painted Traffic Stripes and Markings 15

ITEM QUANTITY
6" Painted Double Solid Stripes 615
6" Painted Bike Lane Stripes (1,4) 2,074
8" Painted Channelizing Line
4" Painted Solid Stripes
4" Painted Solid Stripes (2 Coats )
6" Painted Broken Stripes 688
12" Thermoplastic Crosswalk & Limit Line
Thermoplastic One-Way, No Passing
Painted Pavement Markings 10
Remove Thermoplastic Trafffic Stripes and Markings
12" Painted Crosswalk & Limit Line
Painted One-Way, No Passing
Painted Two-Way Left Turn Lane
Thermoplastic Cross Walk and Pavement Marking
Remove, Sign, Salvage
Relocate Roadside Sign
Thermoplastic Two-Way Left Turn Lane
Thermoplastic Pavement Markings 9
g
Marking
Stop Sign & Post
Road Sign on existing pole / post (One Post) 3
Road Sign on existing pole / post (Two Post)
Street Name Sign
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) 2
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) 5
Subtotal
Design/submittals/review
Mobilization
Traffic Control
Electrical Conduit Std. 1005 488
Survey

UNIT AMOUNT
COST

UNIT
L.F. $ 25.00 $ 0.00
L.F. $ 30.00 $ 0.00
L.F. $ 35.00 $ 0.00
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 $ 0.00
EA. $ 2,300.00 $ 0.00
EA. $ 6,270.00 $ 0.00
EA. $ 14,300.00 $ 0.00
EA. $ 4,000.00 $ 0.00
EA. $ 4,500.00 $ 0.00
EA. $ 3,500.00 $ 0.00
EA. $ 4,000.00 $ 0.00
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 $ 0.00
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 $ 0.00
EA. $ 3,150.00 $ 0.00
$ $ 0.00
$ $ 0.00
A. $ 0.00
B. $ 0.00
C. $ 0.00
D. $ 0.00
E. $ 0.00

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
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
12" Gate Valve RS
16" Gate Valve RS
18" Gate Valve RS
6" Fire Hydrant (Standard)
6" Fire Hydrant (Super)
4" Blowoff
6" Blowoff
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)
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" Hot Tap
12" Hot Tap
20% x C
Water Total (C + D)

BOND AMOUNT FOR RECORDATION

PRIOR TO HAVING SIGNED PLANS
(ORD.460, SEC. 10.3E)
Subtotal
Administrative Contingency (20% x A)
Water Total (A + B)

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 $ 0.00
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 $ 0.00
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 $ 0.00
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 $ 0.00
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 $ 0.00
EA. $ 3,150.00 $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
A. $ 0.00
B. $ 0.00
C. $ 0.00
D. $ 0.00
E. $ 0.00
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
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
12" Gate Valve RS
16" Gate Valve RS
18" Gate Valve RS
4" Blowoff
6" Blowoff
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)
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" Hot Tap
12" Hot Tap
Water Total (C + D)
Subtotal
Administrative Contingency (20% x A)
Water Total (A + B)

BOND AMOUNT FOR RECORDATION

PRIOR TO HAVING SIGNED PLANS
(ORD.460, SEC. 10.3E)
20% x C

UNIT
L.F. $ 25.00 $ 0.00
L.F. $ 30.00 $ 0.00
L.F. $ 35.00 $ 0.00
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 $ 0.00
EA. $ 4,500.00 $ 0.00
EA. $ 3,300.00 $ 0.00
EA. $ 730.00 $ 0.00
EA. $ 200.00 $ 0.00
EA. $ 2,100.00 $ 0.00
EA. $ 1,500.00 $ 0.00
EA. $ 1,500.00 $ 0.00
EA. $ 2,000.00 $ 0.00
EA. $ 400.00 $ 0.00
EA. $ 500.00 $ 0.00
L.F. $ 35.00 $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
A. $ 0.00
B. $ 0.00
C. $ 0.00
D. $ 0.00
E. $ 0.00

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)
6" PVC SDR 35 Green
8" PVC SDR 35 Green
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"
Standard Manhole 60"
Shallow Manhole (5' or less)
Clean out
Clean out Lateral
Tie to Existing Manhole
Rechannel Existing Manhole
Join Existing 8" Pipe
Join Existing 12" Pipe
Chimney
Adjust M.H. to grade
Concrete Encasement
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 PLANS
(ORD.460, SEC. 10.3E)

PARCEL MAP OR TRACT NO. SCH: DATE:

PP, CU, PU, MS OR VL NO.
$ 28,954.34
$ 0.00
$ 0.00
$ 0.00
$
$ 868.63
IV. Sewer (Line C from Sewer Improvement Calculations)

CITY OF MENIFEE ENGINEERING DEPARTMENT

COST ESTIMATE CALCULATION SHEET
TRACT 38128 5/12/2025
IMPROVEMENT COSTS (Including Contingencies)
I. Streets/Drainage (Line C from Street Improvement Calculations) II. Domestic Water (Line C from Domestic Water Improvement Calculations) III. Recycled Water (Line C from Recycled Water Improvement Calculations) Total

INSPECTION DEPOSIT CALCULATION
Street/Drainageg( )
NOTE: Use 3% for Inspection

CITY OF MENIFEE ENGINEERING DEPARTMENT

SURVEY MONUMENT COST WORKSHEET
PARCEL MAP OR TRACT MAP NO. 38128 DATE: 10/24/25
PROJECT NAME Oakstone
Cost per Monument
$10,000 $300
$10,000 $2,500
$2,000 $500
x + 20% =
PL Monument Bond
Amount
x x 120% = $69,120.00
x + 20% =
Well Monument Bond
Amount
x x 120% = $10,000.00
x + 20% =
Centerline Tie Bond
Amount
x x 120% = $7,200.00
= $12,300
= $2,500
= $99,000.00
*Total bond amount rounded up to the nearest $1,000
Signature
Miguel Villasenor
Name Typed or Printed Licensed Surveyor's Stamp
Company Inland Valley Surveying, Inc. Date 10/24/25 REV 10.22.25 Minimum Inspection Cost
Centerline Ties
Monuments to be Bonded Cost per Well
Monument
0 $2,500
Cost per PL
Monument
( ) Monuments will need to be recovered and/or reset at time of inspection 192
Minimum Cost
Property Line (PL) Monuments
$300
Monuments to be Bonded
Centerline Ties to be Bonded Cost per Intersection
12 $500
Total Bond Amount*
Monument Inspection Estimate
( ) Set monuments
Well Monuments
Approved for bonding
A. Backlund
10/27/25

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