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CITY OF MENIFEE
SUBDIVISION IMPROVEMENT AGREEMENT
TRACT MAP NO. 38346
FOR THE CONSTRUCTION OF STREET, DRAINAGE, WATER, SEWER, STREETLIGHT, LANDSCAPE,
TRAFFIC SIGNAL, & MONUMENT IMPROVEMENTS
THIS SUBDIVISION IMPROVEMENT AGREEMENT (the "Agreement") is made and entered into this _____________ day of ___________________________, 20 ___________, by and between Lennar Homes of California, LLC ., hereinafter referred to as "Subdivider," and the City of Menifee, a municipal corporation of the State of California, hereinafter referred to as "City." City and Subdivider may sometimes herein be referred to individually as a "party” and collectively as the “parties.”
RECITALS:
A. Subdivider has prepared and submitted to City for final approval and recordation a final map or Tract map (the "Map") of a unit of land in the City of Menifee, County of Riverside, which unit of land is known as Tract No. 38346 (the "Tract") pursuant to the provisions of Section 66410, et seq. of the California Government Code (the "Subdivision Map Act"). The Subdivision Map Act and City ordinances and regulations relating to the filing, approval and recordation of subdivision maps are sometimes collectively referred to in this Agreement as the “Subdivision Laws.”
B. A tentative map of the Tract has been approved subject to the Subdivision Laws and to the requirements and conditions contained in Planning Commission Resolution No. 23-604 (the “Resolution of Approval”). The Resolution of Approval is on file in the office of the City Clerk and is incorporated into this Agreement by reference.
C. Prior to approval of the Map, Subdivider is required to install or agree to install certain public and private improvements (the "Improvements").
D. The Improvements have not been installed and accepted at this time.
E. It is therefore necessary that Subdivider and City enter into an agreement for the installation of the Improvements as provided in Section 66462 of the Subdivision Map Act. In consideration of approval of a final map for the Tract by the City Council, Subdiv ider desires to enter into this Agreement, whereby Subdivider promises to install and complete, at Subdivider’s own expense, all the public improvement work required by City in connection with the proposed Tract. Subdivider has secured this Agreement by improvement security required by the Subdivision Laws and approved by the City.
NOW, THEREFORE, it is agreed by and between the parties hereto as follows:
1. Improvement Plans. Prior to submittal of the Map for approval by the City Council, Subdivider shall furnish complete original improvement plans for the construction, installation and completion of the Improvements meeting the requirements of the City Engineer. The Improvement Plans for the Tract shall be maintained on file in the office of the City Engineer and shall be incorporated into this Agreement by reference. All references in this Agreement to the Improvement Plans shall include reference to any specifications for the Improvements as approved by the City Engineer.
2. Improvements. Subdivider shall construct the Improvements required to be constructed or agreed to be constructed under the Resolution of Approval and this Agreement as more specifically described in Exhibit "A." attached hereto and expressly made a part hereof by this reference and shall bear the full cost thereof. The methods, standards, specifications, sequence, and scheduling of construction shall be as approved by the City Engineer. Agreement and Securities for subdivision improvements are provided as follows:
Agreement for Tract # 38346 For the Construction of Street and Drainage, Water System, Sewer Improvements, and Streetlights executed January 2 8th, 2025 . Bond No. SPA150818_031 by SiriusPoint America Insurance Company, 1 World Trade Center, 285 Fulton Street, 47th Floor, New York, NY 10007. Faithful Performance Bond $2,185,000.
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Agreement for Tract # 38346 For the Installation of Final Map Monument Improvements, executed January 28th, 2025. Bond No. SPA150818_034 by SiriusPoint America Insurance Company, 1 World Trade Center, 285 Fulton Street, 47th Floor, New York, NY 10007 . Faithful Performance Bond $2,500.
Agreement for Tract # 38346 For the Installation of Landscape Improvements, executed February 19th, 2025. Bond No. SPA150818_049 by SiriusPoint America Insurance Company, 1 World Trade Center, 285 Fulton Street, 47th Floor, New York, NY 10007. Faithful Performance Bond $313,000.
3. Improvement Security . Subdiv ider shall at all times guarantee Subdivider’s performance of this Agreement by furnishing to City, and maintaining, good and sufficient security as required by the Subdivision Laws on forms and in the amounts approved by City for the purposes as follows:
A. One class of security to be provided by Subdivider, hereinafter referred to as "performance security," shall assure the faithful performance of this Agreement including construction of the Improvements. The performance security shall also include good and sufficient security in the amount of one hundred percent (100%) of the estimated cost of setting subdivision monuments as stated hereafter in this Agreement (“Monumentation Security”). A second class of security to be provided by Subdivider, hereinafter referred to as "payment security," shall assure the payment of the cost of labor, equipment and materials supplied to construct the Improvements. A third class of security to be provided by Subdivider, hereinafter referred to as "warranty security," shall serve as a guarantee and warranty of the Improvements for a period of one year following the completion and acceptance of the Improvements. Subdivider shall furnish performance and payment security prior to and as a condition precedent to City Council approval of the Map.
Subdivider shall provide warranty security after Improvements are complete and accepted by the City Council and prior to or concurrently with the final release of performance security. Warranty security shall not be required for Monumentation or Participatory Improvements. However, the City may utilize Monumentation Security for performance of or payment for the work in accordance with the Subdivision Map Act.
As part of the obligation secured by each of the performance security, payment security and warranty security, and in addition to the face amount of each such security, each such security shall include and assure the payment of costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by City in successfully enforcing the obligations thereby secured.
B. Improvement security shall conform with Section 66499 of the California Government Code and may be one or more of the following:
1) A cash deposit with City or a responsible escrow agent or trust company, at City's option.
2) Surety bonds, of the form specified in subsection 66499.2 of the California Government Code, issued by a surety or sureties listed in the U.S. Department of Treasury Circular 570 (latest version).
3) Certificates of deposit, in City's name, from one or more financial institutions subject to regulation by the state or federal government and having a financial quality rating of "A" or better and a commitment reliability rating of "R -2" or better on the Investment Data Exchange (of the Los Angeles County Treasurer's office).
4) Irrevocable letters of credit, in a form acceptable to and approved by the City Attorney, issued by one or more financial institutions meeting the requirements of Paragraph (3), pledging that the funds necessary to carry out the completion of the Improvements are on deposit, guaranteed for payment, and constitute a trust fund which is not subject to levy or attachment by any creditor of the depositor until released by City. Letters of credit shall guarantee that all or any portion of the funds available pursuant to the letters of credit will be paid upon the written demand of City and that such written demand need not present documentation of any type as a condition of payment, including proof of loss. The duration of any such letter of credit shall be for a period of not less than one year from the execution of the agreement with
PARCEL MAP OR TRACT MAP NO. DATE:
IP:
IMPROVEMENTS
Street/Drainage $ 1,967,830.79 $ $
*Flood Control $ 0.00 $ $
Dom Wtr $ 44,424.00 $ $
Rec Wtr $ 106,710.00 $ $
Sewer $ 65,916.00 $ $
Total 2,184,880.79 $ $
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
Michael R. Brendecke 83363 3.31.25
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 2,185,000.00 2,185,000.00
218,500.00
DESIGN ENGINEER'S CALCULATION OF IMPROVEMENT BONDING COSTS *** PLEASE READ INSTRUCTIONS BELOW ***
44,500.00 44,500.00
106,500.00 106,500.00
66,000.00 66,000.00
Construction Costs) Construction Costs)
1,968,000.00 1,968,000.00
0.00 0.00
FAITHFUL PERFORMANCE MATERIAL & LABOR
SECURITY SECURITY
(100% of Estimated (**100% of Estimated
IP-24-006S
CITY OF MENIFEE ENGINEERING DEPARTMENT
CONSTRUCTION COST WORKSHEET
38346 1/17/2025
01/17/2025
Approved for bonding
1/21/25
A. Backlund
"City of Menifee Improvement Requirement Worksheet."
2. Show Performance Bond Amounts to the nearest $500.00. Material and Labor Bond Amounts are 50% of Performance Bond Amountss. **100% for Flood Control items.
3. For Construction items not covered by "The City of Menifee Improvement Requirements Worksheet", Design Engineer is to provide his opinion of construction cost and use that cost. If City of Menifee Unit Costs are determined to be too low, in the opinion of the design engineer, the higher costs as provided by the Design Engineer should be used.
CITY OF MENIFEE ENGINEERING DEPARTMENT
IMPROVEMENT REQUIREMENT WORKSHEET
STREET AND DRAINAGE IMPROVEMENTS
UNIT
ROADWAY SECTION 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 $ 193,140.00
Thickness in Feet (0.33' min.) =
C.Y. $ 50.00 $ 84,850.00
Thickness in Feet =
Ton 90.00 9,000.00
Ton $ 600.00 $ 1,226.82
L.F. $ 1.00 $ 5,954.00
S.F. $ 0.50 $ 0.00
S.Y. $ 0.60 $ 1,350.00
S.Y. $ 8.00 $ 0.00
L.F. $ 18.00 $ 990.00
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 $ 6,251.40
L.F. $ 14.00 $ 0.00
L.F. $ 16.00 $ 52,128.00
L.F. $ 16.00 $ 17,120.00
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. $ 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 $ 41,022.00
S.F. $ 6.00 $ 0.00
S.F. $ 6.00 $ 0.00
S.F. $ 8.00 $ 47,240.00
S.F. $ 6.00 $ 0.00P.C.C. Dip Section Std. 307
P.C.C. Cross Gutter and Spandrels
P.C.C. Sidewalk 6,837
P.C.C. Driveway Approach 5,905
P.C.C. Hardscape
P.C.C. 1' Concrete Banding
Wedge Curb Only
A.C. Dike (6")(incl. material & labor)
A.C. Dike (8")(incl. material & labor)
Curb and Gutter (Type A-8) 1,070
Type "C" Curb
Type "D-1" Curb
Type "D" Curb
Retained Curb
Relocate Mailbox
AC overlay (min. 0.10') 6,946
Curb (Type 8) 3,258
Remove A.C. Dike
Remove Chain Link Fence
Remove Barricade
Curb and Gutter (Type A-6)
Grinding A.C. , in place 2,250
Remove A.C. Pavement
Remove Curb and Gutter 55
0.83 Asphalt Emulsion (Fog Seal/Paint Binder)
(1 ton = 240 gals)
2.0 Sawcut Exist. A.C. Pavement 5,954
Cold Plane A.C. Pavement
Thickened Edge of Pavement 100
Asphalt Concrete (144 lbs/cu.ft) 2,146
0.54 Agg Base Class II 1,697
(a.) Excavate and Fill -
(b.) Excavate and Export -
ITEM
QUANTITY UNIT AMOUNT
COST
C.Y. $ 25.00 $ 690,100.00 Area x 0.50' (hinge point to hinge point) 55,207
1. Projects with Grading Plan for Roadway
27,604
(c.) Import and Fill -
EA. $ 1,500.00 $ 1,500.00
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 $ 20,000.00
EA. $ 5,000.00 $ 30,000.00
EA. $ 150.00 $ 0.00
EA. $ 400.00 $ 0.00
L.F. $ 20.00 $ 0.00
EA. $ 20.00 $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
S.F. $ 4.00 $ 27,576.00
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
EA $ 5,000.00 $ 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
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
Under Sidewalk Drain Std 309
DRAINAGE
Concrete Bulkhead
Slope Anchors for Pipes
Remove trees
Trash Enclosure - City Std
Landscape Fill Material
Water Meter
Electric Meter
Colored Stamped Concrete & Banding
Street Trees ( 15 Gallon )
Landscape and Irrigation
LANDSCAPING
Maintenance Walk STD 113 6,894
Yard Drain Inlet
Adjust MH to Grade ( if no sewer plan )
Retaining Wall
Relocate Power Pole 2
Street Lights (including conduit) 6
Adjust Water Valve to Grade ( if no water plan )
Chain Link Fence ( 6' )
Relocate Fence
Pipe Gate
Barricades
Metal Beam Guard Railing
Utility Trench, one side (Edison, Telephone, Cable)
(total length of Streets)
ADA Access Ramp (w/ new construction) 1
ADA Access Ramp (in existing improvements)
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. $ 113.00 $ 17,176.00
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. $ 5.00 $ 0.00
L.F. $ 5.00 $ 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 $ 7,500.00
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 $ 4,500.00
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 $ 10,000.00
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
EA. $ 20,000.00 $ 0.00
L.F. $ 200.00 $ 0.00
CY $ 30.00 $ 0.00
102" Perforated CMP
gravel bedding
Structural Reinforcement Concrete
Headwall for 36" or smaller storm drain
Contech Inline CDS Hydrodynamic Separator
Manhole No. 2
Manhole No. 3
Manhole No. 4
Transition Structure No. 2
Transition Structure No. 3
Manhole No. 1 2
Junction Structure No. 2 1
Junction Structure No. 6
Transition Structure No. 1
Catch Basin W=28'
Inlet Type IX or X
Junction Structure No. 1
Catch Basin W=7'
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'
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
6" SDR or PVC
3" PVC
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 152
12" 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
Interceptor Drain
R.C. Box Culvert (2 - 3'X5' )
Concrete Channel
$ $ 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 $ 24.96
L.F. $ 0.47 $ 0.00
L.F. $ 0.65 $ 218.40
L.F. $ 0.65 $ 1,587.95
L.F. $ 0.65 $ 812.50
L.F. $ 0.65 $ 15.60
L.F. $ 0.82 $ 175.48
L.F. $ 0.82 $ 446.90
S.F $ 2.70 $ 0.00
L.F. $ 1.25 $ 14,472.50
L.F. $ 0.52 $ 0.00
L.F. $ 0.47 $ 0.00
L.F. $ 0.83 $ 0.00
L.F. $ 0.63 $ 531.09
L.F. $ 0.63 $ 1,918.35
L.F. $ 0.78 $ 0.00
L.F. $ 0.78 $ 36.66
L.F. $ 0.97 $ 0.00
L.F. $ 1.13 $ 0.00
L.F. $ 2.83 $ 0.00
S.F $ 3.61 $ 433.20
S.F $ 3.61 $ 88.45
S.F $ 3.61 $ 682.29
S.F. $ 2.25 $ 189.00
S.F. $ 3.00 $ 2,472.00
EA. $ 50.00 $ 250.00
EA. $ 100.00 $ 0.00
EA. $ 275.00 $ 0.00
EA. $ 150.00 $ 1,650.00
EA. $ 425.00 $ 0.00
EA. $ 250.00 $ 0.00
EA. $ 150.00 $ 0.00
EA. $ 300.00 $ 0.00
EA. $ 60.00 $ 0.00Object Marker - Modified Type "F" Delineator 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) 11
Install Sign (Mast Arm Hanger Method)
Thermoplastic Cross Walk and Pavement Marking 824
Remove, Sign, Salvage 5
Relocate Roadside Sign
Thermoplastic Pavement Marking (Lane Drop) 84.0
8" Thermoplastic Channelizing Line
12" Thermoplastic Crosswalk & Limit Line
Thermoplastic One-Way, No Passing
Thermoplastic Pavement Markings (Arrow Type IV)
Thermoplastic Pavement Markings (Bike Lane Arrow
120
25 Thermoplastic Pavement Markings (Bike Lane
Legend)
66 6" Thermoplastic Bike Lane Stripes 3,045
4" Thermoplastic Double Solid Stripes
8" Thermoplastic Paint on Median Nose 47
Thermoplastic Two-Way Left Turn Lane
Thermoplastic Pavement Markings (Signal Ahead) 189
Painted Pavement Markings
Remove Trafffic Stripes and Markings 11,578
4" Thermoplastic Solid Stripes
4" Thermoplastic Broken Stripes
6" Thermoplastic Double Solid Stripes 843
4" Painted Double Solid Stripes
6" Painted Bike Lane Stripes 336
8" White Painted Diagonal Line 545
4" Painted Solid Stripes
4" Painted Solid Stripes (2 Coats )
6" Painted Broken Stripes 156
6" White Retroreflective Solid Stripes 1,250
6" White Painted Solid Stripies 2,443
6" Yellow Painted Diagonal Line 24
8" Yellow Painted Diagonal Line 214
SIGNING, STRIPING AND SIGNALS
Remove Painted Traffic Stripes and Markings
S.F $ 3.61 $ 238.26
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 $ 10,000.00
L.F. $ 25.00 $ 38,750.00
L.F. $ 30.00 $ 0.00
L.F. $ 35.00 $ 40,950.00
EA $ 1,500.00 $ 1,500.00
LS $ 8,000.00 $ 0.00
LS $ 40,000.00 $ 0.00
LS $ 30,000.00 $ 30,000.00
LS $ 15,000.00 $ 15,000.00
A. $ 1,537,367.81
B.
Administrative Contingency (20% x A)$ 307,473.56
C. CM - Inspection - LC (8%) $ 122,989.42
D Streets/Drainage Total (A + B) $ 1,967,830.79
Subtotal
Design/submittals/review
Mobilization 1
Traffic Control 1
3" PVC Conduit & Fiber Optic Cable 1,170
60"x30" vault 1
Survey
Install Pull Box (#6) 20
2" PVC Interconnect Conduit & Cable 1,550
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)
Delineator ( Class 1 Type F)
Delineator ( Class 2 )
UNIT
L.F. $ 25.00 $ 1,575.00
L.F. $ 30.00 $ 2,520.00
L.F. $ 35.00 $ 1,750.00
L.F. $ 55.00 $ 2,035.00
L.F. $ 90.00 $ 0.00
L.F. $ 135.00 $ 0.00
L.F. $ 180.00 $ 0.00
EA. $ 715.00 $ 1,430.00
EA. $ 830.00 $ 1,660.00
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. $ 4,000.00 $ 0.00
EA. $ 4,500.00 $ 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 $ 5,560.00
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 $ 3,150.00
EA. $ 3,150.00 $ 3,150.00
$ $ 0.00
$ $ 0.00
A. $ 30,850.00
B. $ 6,170.00
C. $ 37,020.00
D. $ 7,404.00
E. $ 44,424.00
20% x C
Water Total (C + D)
BOND AMOUNT FOR
RECORDATION PRIOR TO HAVING
Subtotal
Administrative Contingency (20% x A)
Water Total (A + B)
8" Hot Tap
30" Hot Tap 1
12" Hot Tap 1
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) 2
4" Service Connection ( No Meter)
1" Air and Vacuum Valve.
2" Air and Vacuum Valve.
1" Service Connection ( No Meter)
6" Fire Hydrant (Super)
4" Blowoff
6" Blowoff 1
16" Gate Valve RS
18" Gate Valve RS
6" Fire Hydrant (Standard)
6" Gate Valve RS 2
8" Gate Valve RS 3
12" Gate Valve RS
18" Waterline PVC C-905 DR-18
20" Waterline PVC C-905 DR-18
4" Gate Valve RS 2
8" Waterline PVC C-900 DR-18 50
12" Waterline PVC C-900 DR-18 37
16" Waterline PVC C-905 DR-18
COST
4" Waterline PVC C-900 DR-18 63
6" Waterline PVC C-900 DR-18 84
CITY OF MENIFEE ENGINEERING DEPARTMENT
IMPROVEMENT REQUIREMENT WORKSHEET
DOMESTIC WATER IMPROVEMENTS
ITEM QUANTITY UNIT AMOUNT
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 $ 22,750.00
L.F. $ 55.00 $ 69,025.00
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 $ 1,340.00
EA. $ 2,300.00 $ 4,600.00
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 $ 2,400.00
EA. $ 4,000.00 $ 0.00
EA. $ 800.00 $ 0.00
EA. $ 2,480.00 $ 0.00
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. $ 3,150.00 $ 0.00
A. $ 88,925.00
B. $ 17,785.00
C. $ 106,710.00
D. $ 21,342.00
E. $ 128,052.00
8" Hot Tap
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)
1" Hot Tap
4" Hot Tap
6" Hot Tap
Adjust Water Valve to Grade
Removal of Blowoff
Join at existing end of 12" pipe 1
1-1/2" Service Connection ( No Meter)
2" Service Connection ( No Meter) 2
4" Service Connection ( No Meter)
1" Air and Vacuum Valve. 1
2" Air and Vacuum Valve.
1" Service Connection ( No Meter)
18" Gate Valve RS
4" Blowoff
6" Blowoff 1
8" Gate Valve RS 1
12" Gate Valve RS 2
16" Gate Valve RS
20" Waterline PVC C-905 DR-18 Purple
4" Gate Valve RS
6" Gate Valve RS
12" Waterline PVC C-900 DR-18 Purple 1,255
16" Waterline PVC C-905 DR-18 Purple
18" Waterline PVC C-905 DR-18 Purple
4" Waterline PVC C-900 DR-18 Purple
6" Waterline PVC C-900 DR-18 Purple
8" Waterline PVC C-900 DR-18 Purple 650
COST
ITEM QUANTITY UNIT AMOUNT
UNIT
L.F. $ 25.00 $ 0.00
L.F. $ 30.00 $ 0.00
L.F. $ 35.00 $ 31,115.00
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 $ 12,560.00
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 $ 2,100.00
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
A. $ 45,775.00
B. $ 9,155.00
C. $ 54,930.00
D. $ 10,986.00
E. $ 65,916.00
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 (
Concrete Encasement
Join Existing 12" Pipe
Chimney
Adjust M.H. to grade
Tie to Existing Manhole 1
Rechannel Existing Manhole
Join Existing 8" Pipe
Shallow Manhole (5' or less)
Clean out
Clean out Lateral
30" VCP
Standard Manhole 48" 4
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 889
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
PARCEL MAP OR TRACT NO. SCH: DATE:
PP, CU, PU, MS OR VL NO.
$ 122,989.42
$ 37,020.00
$ 106,710.00
$ 54,930.00
$ 321,649.42
$ 9,649.48
Total
INSPECTION DEPOSIT CALCULATION
Street/DrainageA. Street/Drainage ( % x I.)
NOTE: Use 3% for Inspection
IV. Sewer (Line C from Sewer Improvement Calculations)
CITY OF MENIFEE ENGINEERING DEPARTMENT
COST ESTIMATE CALCULATION SHEET
38346 1/17/2025
IP24-006S
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)
CITY OF MENIFEE
OFFICE OF THE CITY SURVEYOR
MONUMENT BOND COMPUTATION
MAP # TR 38346 SCHEDULE A MAP CHECKER Dennis Janda
Cost per Monument
$2500.00* $300
$2500.00* $600
x + 20% = Total Bond Amount
x x 120% = $2500 MIN.
$
Date:
Total Monuments to be Bonded
Schedule "I" Maps
Minimum Cost
Schedule "A" through "H" Maps
Cost per Monument
5 $300
Monument Inspection Fee (Deposit Based)
( ) Set monuments
( ) Monuments will need to be recovered and/or reset at time of inspection Submitted Monument Bond Computation to Planning Dept. Plan Check Review * Based on a crew of,
1) Registered Principal Eng. Technician, 1) Senior Eng. Technician. 1 Approved for bonding
1/21/25
A. Backlund
PARCEL MAP OR TRACT MAP NO. DATE:
IP:
IMPROVEMENTS
Landscape $ 312,728.96 $ $
Total 312,728.96 $ $
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 include additional 20% for bonding prior to having signed plans (Ordinance460, Section 10.3E).
1/27/2025
Signature Date
Mark Shattinger 3235 3/31/2025
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. Material and Labor Bond Amounts are 50% of Performance Bond Amounts.
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.
IP24-006L
CITY OF MENIFEE ENGINEERING DEPARTMENT
CONSTRUCTION COST WORKSHEET CFD
38346 1/27/2025
FAITHFUL PERFORMANCE MATERIAL & LABOR
SECURITY SECURITY
(100% of Estimated (100% of Estimated
31,300.00
LANDSCAPE ACHITECT'S CALCULATION OF IMPROVEMENT BONDING COSTS *** PLEASE READ INSTRUCTIONS BELOW ***
Construction Costs) Construction Costs)
313,000.00 313,000.00
313,000.00 313,000.00
01-27-25
Approved for
bonding
A. Backlund
2/6/25
CITY OF MENIFEE ENGINEERING DEPARTMENT
IMPROVEMENT REQUIREMENT WORKSHEET
CFD IMPROVEMENTS
UNIT
S.F. $ 12.00 $ 109,200.00
S.F. $ 10.00 $ 31,880.00
EA $ 650.00 $ 18,850.00
EA $ 1,250.00 $ 2,500.00
S.F. $ 3.50 $ 50,018.50
C.Y. $ 27.00 $ 3,591.00
EA $ 7,000.00 $ 7,000.00
S.F. $ 10,000.00 $ 10,000.00
L.F. $ 30.00 $ 11,280.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
$ $ 0.00
A. $ 244,319.50
B. Administrative Contingency (20% x A) $ 48,863.90
C. CM - Inspection - LC (8%) $ 19,545.56
D Streets/Drainage Total (A + B) $ 312,728.96
ITEM QUANTITY UNIT AMOUNT
COST
Street Trees ( 24" box ) 29
LANDSCAPING
Maintenance Walk STD 113 9,100
Landscape Fill Material 133
Water Meter 1
Electric Meter 1
Decomposed Granite 3,188
Street Trees ( 36" box ) 2
Landscape and Irrigation 14,291
3 Rail Vinyl Fence 376
Subtotal