CITY OF MENIFEE ENGINEERING DEPARTMENT
SURVEY MONUMENT COST WORKSHEET
PARCEL MAP OR TRACT MAP NO.: DATE:
MONUMENT
SECURITY
(100% of Estimated
Estimated Costs)
Survey Monument $ 25,000.00 $ 25,000.00
Total $ 25,000.00 $ 25,000.00
Warranty Retention (10%) $ 2,500.00
Signature
FRANK A. ARTIGA
Name Typed or printed Surveyor's Stamp
ACS CONSULTING INC 1/22/2026
Company Date
REV 1.22.26
1. Quantities are to be taken from the Final Map and/or other survey record. Unit costs are to be as provided on "City of Menifee Survey Monument Requirement Worksheet."
2. Show Performance Bond Amounts rounded up to the nearest $1,000. *** PLEASE READ INSTRUCTIONS BELOW ***
PROJECT NAME:
1/22/2026TR31229-2
The monumentation quantities shown on the attached sheet(s) accurately represent the improvements required for monument installation, and the mathematical extensions using the City’s unit costs are correct for the purpose of determining required bonding amounts.
SURVEYOR'S CALCULATION OF MONUMENT BONDING COSTS
Nautical Cove PH2
Approved for bonding
A. Backlund
1-23-26
PARCEL MAP OR TRACT MAP NO. DATE:
IP:
IMPROVEMENTS
Street/Drainage $ 918,668.80 $ $
*Flood Control $ 0.00 $ $
Dom Wtr EMWD $ 0.00 $ $
Rec Wtr EMWD $ 0.00 $ $
Sewer EMWD $ 0.00 $ $
Total 918,668.80 $$
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).
1/21/2026
Signature Date
FRANK A. ARTIGA 61860 9/30/2027
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.
919,000.00 919,000.00
91,900.00
DESIGN ENGINEER'S CALCULATION OF IMPROVEMENT BONDING COSTS *** PLEASE READ INSTRUCTIONS BELOW ***
0.00 0.00
0.00 0.00
0.00 0.00
Construction Costs) Construction Costs)
919,000.00 919,000.00
0.00 0.00
FAITHFUL PERFORMANCE MATERIAL & LABOR
SECURITY SECURITY
(100% of Estimated (**100% of Estimated
IP24-052S/SS
CITY OF MENIFEE ENGINEERING DEPARTMENT
CONSTRUCTION COST WORKSHEET
TR 31229-2 1/21/2026
Si t
Approved for bonding
A. Backlund
1/21/26
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 $ 250,290.00
Thickness in Feet (4" min.) =
C.Y. $ 50.00 $ 108,400.00
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 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 (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
S.F. $ 0.90 $ 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
117,053
1. Projects with Grading Plan for Roadway
C.Y. $
(c.) Import and Fill -
Asphalt Concrete (144 lbs/cu.ft) 2,781
0.33 Agg Base Class II 2,168
p( ) y
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. Projects with Grading Plan for Roadway
(c.) Import and Fill -
Asphalt Concrete (144 lbs/cu.ft)
0.42 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)
0.5 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
0.67 Asphalt Emulsion (Fog Seal/Paint Binder) -
Sawcut Exist. A.C. Pavement
Cold Plane A.C. Pavement
Relocate Mailbox
AC overlay (min. 0.10')
Remove A.C. Dike
Remove Chain Link Fence
Remove Barricade
L.F. $ 14.00 $ 100,590.00
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 $ 14,980.00
S.F. $ 6.00 $ 215,550.00
S.F. $ 8.00 $ 0.00
S.F. $ 6.00 $ 0.00
EA. $ 1,500.00 $ 18,000.00
EA. $ 2,500.00 $ 0.00
L.F. $ 100.00 $ 7,200.00
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
S.F. $ 6.50 $ 0.00
S.F. $ 6.50 $ 0.00
Curb and Gutter (Type A-6) 7,185
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) 12
ADA Access Ramp (in existing improvements)
P.C.C. Cross Gutter and Spandrels 1,498
P.C.C. Sidewalk 35,925
P.C.C. Driveway Approach
Chain Link Fence ( 6' )
Relocate Fence
Pipe Gate
Barricades 72
Metal Beam Guard Railing
y( p )
(total length of Streets)
Adjust MH to Grade ( if no sewer plan )
Relocate Power Pole
Street Lights (including conduit)
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
Cut Off Wall ( Std 2' )
A. C. Overside Drain
Under Sidewalk Drain Std 309
DRAINAGE
Concrete Bulkhead
Slope Anchors for Pipes
Interceptor Drain
Flat Outlet Drainage Structure Std 303
Curb Outlet Drainage Structure Std 308
Terrace Drain & Down Drain
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 $ 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
R.C. Box Culvert (2 - 3'X5' )
Concrete Channel
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
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
12" Painted Crosswalk & Limit Line
Painted One-Way, No Passing
Painted Two-Way Left Turn Lane
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 $ 2,200.00
EA. $ 150.00 $ 0.00
EA. $ 425.00 $ 0.00
EA. $ 250.00 $ 500.00
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. $ 717,710.00
B. Administrative Contingency (20% x A) $ 143,542.00
C. CM - Inspection - LC (8%) $ 57,416.80
D Streets/Drainage Total (A + B) $ 918,668.80
Painted Pavement Markings
Remove Thermoplastic Trafffic Stripes and Markings
4" Thermoplastic Solid Stripes
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 Markings
pg
Marking
Stop Sign & Post 2
Road Sign on existing pole / post (One Post)
Road Sign on existing pole / post (Two Post)
Street Name Sign 8
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
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PARCEL MAP OR TRACT MAP NO. DATE:
IP:
IMPROVEMENTS
Street/Drainage $ 0.00 $ $
*Flood Control $ 0.00 $ $
Dom Wtr EMWD $ 236,534.40 $ $
Rec Wtr EMWD $ 0.00 $ $
Sewer EMWD $ 234,432.00 $ $
Total 470,966.40 $$
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).
1/7/2026
Signature Date
FRANK A. ARTIGA 61860 9/30/2027
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.
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.
472,000.00 472,000.00
47,200.00
DESIGN ENGINEER'S CALCULATION OF IMPROVEMENT BONDING COSTS *** PLEASE READ INSTRUCTIONS BELOW ***
237,500.00 237,500.00
0.00 0.00
234,500.00 234,500.00
Construction Costs) Construction Costs)
0.00 0.00
0.00 0.00
FAITHFUL PERFORMANCE MATERIAL & LABOR
SECURITY SECURITY
(100% of Estimated (**100% of Estimated
IP24-052U
CITY OF MENIFEE ENGINEERING DEPARTMENT
CONSTRUCTION COST WORKSHEET
TR 31229-2 [SNW] 1/7/2026
Approved for
bonding
A. Backlund
1/9/26
UNIT
L.F. $ 25.00 $ 0.00
L.F. $ 30.00 $ 0.00
L.F. $ 35.00 $ 126,980.00
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 $ 18,760.00
EA. $ 2,300.00 $ 0.00
EA. $ 6,270.00 $ 0.00
EA. $ 14,300.00 $ 14,300.00
EA. $ 4,000.00 $ 52,000.00
EA. $ 4,500.00 $ 0.00
EA. $ 3,500.00 $ 0.00
EA. $ 4,000.00 $ 0.00
EA. $ 2,400.00 $ 16,800.00
EA. $ 4,000.00 $ 0.00
EA. $ 800.00 $ 62,400.00
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
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
A. $ 164,260.00
B. $ 32,852.00
C. $ 197,112.00
D. $ 39,422.40
E. $ 236,534.40
20% x C
Water Total (C + D)
TO HAVING SIGNED PLANS
Subtotal
Administrative Contingency (20% x A)
Water Total (A + B)
8" Hot Tap
12" Hot Tap
1" Hot Tap
4" Hot Tap
6" Hot Tap
Adjust Water Valve to Grade
Removal of Blowoff
Join at existing end of 8" pipe
1-1/2" Service Connection ( No Meter)
2" Service Connection ( No Meter)
4" Service Connection ( No Meter)
1" Air and Vacuum Valve. 7
2" Air and Vacuum Valve.
1" Service Connection ( No Meter) 78
6" Fire Hydrant (Super)
4" Blowoff
6" Blowoff
16" Gate Valve RS
36" Gate Valve RS 1
6" Fire Hydrant (Standard) 13
6" Gate Valve RS
8" Gate Valve RS 14
12" Gate Valve RS
18" Waterline PVC C-905 DR-18
20" Waterline PVC C-905 DR-18
4" Gate Valve RS
8" Waterline PVC C-900 DR-18 3,628
12" Waterline PVC C-900 DR-18
16" Waterline PVC C-905 DR-18
COST
4" Waterline PVC C-900 DR-18
6" Waterline PVC C-900 DR-18
CITY OF MENIFEE ENGINEERING DEPARTMENT
IMPROVEMENT REQUIREMENT WORKSHEET
DOMESTIC WATER IMPROVEMENTS
ITEM QUANTITY UNIT AMOUNT
UNIT
L.F. $ 25.00 $ 0.00
L.F. $ 30.00 $ 0.00
L.F. $ 35.00 $ 112,700.00
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 $ 47,100.00
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 $ 3,000.00
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
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
A. $ 162,800.00
B. $ 32,560.00
C. $ 195,360.00
D. $ 39,072.00
E. $ 234,432.00
20% x C
Sewer Total (C + D)
Subtotal
Administrative Contingency (20% x A)
Sewer Total (A + B)
TO HAVING SIGNED PLAND ( ORD.460, SEC.
Concrete Encasement
Install End Cap 2
Join Existing 12" Pipe
Chimney
Adjust M.H. to grade
Tie to Existing Manhole
Rechannel Existing Manhole
Join Existing 8" Pipe 2
Shallow Manhole (5' or less)
Clean out
Clean out Lateral
30" VCP
Standard Manhole 48" 15
Standard Manhole 60"
21" VCP
24" VCP
27" VCP
12" VCP
15" VCP
18" VCP
15" PVC SDR 35 Green
8" VCP
10" VCP
8" PVC SDR 35 Green 3220
10" PVC SDR 35 Green
12" PVC SDR 35 Green
COST
4" PVC SDR 35 (Use it for Residential Laterals)
6" PVC SDR 35 Green
CITY OF MENIFEE ENGINEERING DEPARTMENT
IMPROVEMENT REQUIREMENT WORKSHEET
SANITARY SEWER IMPROVEMENTS
ITEM QUANTITY UNIT AMOUNT
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3$5&(/0$32575$&70$312 '$7(
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03/31/26
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A. Backlund
1/21/26
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