FAITHFUL PERFORMANCE BOND
CITY OF MENIFEE, STATE OF CALIFORNIA
(Government Code Section 66499.1)
FOR: Streets and Drainage $ 559,500.00
Riv. Co. Flood Control $
Tract Map _T;:..;.R-=2=9=83:;..:;5 ___ _
------- Other Proj. Ref. IP20-014
Bond No. 024254364
Premium $ 3,357.00
Water System $ ______ _
Rec. Water $-------
Sewer System $ ______ _
Total $ 559,500.00
Surety Liberty Mutual Insurance Company
Address 175 Berkeley Street
City/State Boston MA
Zip code 02116
Phone __ (617) 357-9500
Principal KB Home Coastal, Inc.
Address 36310 Inland Valley Drive
City/State Wildomar, CA
Zip 92595
Phone (951) 691-5300
WHEREAS, the City Council of the City of Menifee, State of California, and KB Home Coastal, Inc. (hereinafter designated as "principal") have entered into, or are about to enter into, the attached agreement(s) whereby principal agrees to install and complete the above designated public improvements relating to TR29835-4, IP20-014, which agreement(s), dated.
______ , is/are hereby referred to and made a part hereof; and, WHEREAS, said principal is required under the terms of said agreement(s) to furnish bond(s) for the faithful performance of said agreement(s);
NOW, THEREFORE, we the principal and Liberty Mutual Insurance Company, as surety, are held and firmly bound unto the City of Menifee in the penal sum of Five Hundred Fifty Nine Thousand, Five Hundred and no/100, Dollars, ($ 559,500.00) lawful money of the United States, for the payment of which sum will and truly be made, we bind ourselves, our heirs, successors, executors and administrators, jointly and severally, firmly by these presents.
The condition of this obligation is such that if the above bonded principal, his or its heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by, and well and truly keep and perform the covenants, conditions and provisions in the said agreement(s) and any alteration thereof made as therein provided, on his or their part, to be kept and performed at the time and in the manner therein specified, and in all respects according to their true intent and meaning, and shall indemnify and save harmless the City of Menifee, its officers, agents and employees, as therein stipulated, then this obligation shall become null and void; otherwise, it shall remain in full force and effect.
As a part of the obligation secured hereby and in addition to the face amount specified therefore, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by the City of Menifee in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. - 4
MATERIAL AND LABOR BOND
CITY OF MENIFEE, STATE OF CALIFORNIA
(Government Code Section 66499.2)
FOR: Streets and Drainage$ 279,750.00
Water System $ _____ _
Sewer System $ ______ _
Surety Liberty Mutual Insurance Company
Address 175 Berkeley Street
City/State Boston MA
Zip code 02116
Phone (617) 357-9500
Tract/Parcel Map TR29835-4, IP20-014
Bond No. 024254364
Premium $ Included in Performance Bond
Principal KB Home Coastal, Inc.
Address 36310 Inland Valley Drive
City/State Wildomar, CA
Zip 92595
Phone (951) 691-5300
WHEREAS, the City Council of the City of Menifee, State of California, and KB Home Coastal, Inc. , (hereinafter designated as "principal") have entered into, or are about to enter into, the attached agreement(s) whereby principal agrees to install and complete the above designated public improvements relating to TR29835-4, IP20-014 , which agreement(s), dated ________ , is/are hereby referred to and made a part hereof; and, WHEREAS, under the terms of said agreement(s), principal is required, before entering upon the performance of the work, to file a good and sufficient payment bond with the City of Menifee to secure the claims to which reference is made in Title 3 (commencing with Section 9000) of Part 6 of Division 4 of the Civil Code of the State of California; NOW, THEREFORE, said principal and the undersigned, as corporate surety, are firmly bound unto the City of Menifee and all contractors, subcontractors, laborers, material suppliers, and other persons employed in the performance of the agreement(s) and referred to Title 3 (commencing with Section 9000) of Part 6 of Division 4 of the Civil Code in the sum of Two Hundred Seventy Nine Thousand, Seven Hundred Fifty and no/100 Dollars, ($279,750.00 ) for materials furnished or labor thereon of any kind, or for amounts due under the Unemployment Insurance Act with respect to such work or labor, that said surety will pay the same in an amount not exceeding the amount hereinabove set forth, and also in case suit is brought upon this bond, will pay, in addition to the face amount thereof, costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by the City of Menifee in successfully enforcing such obligation, to be awarded and fixed by the court, and to be taxed as costs and to be included in the judgment therein rendered.
It is hereby expressly stipulated and agreed upon that this bond shall inure to the benefit of any and all persons, companies and corporations entitled to file claims under Title 3 (commencing with Section 9000) of Part 6 of Division 4 of the Civil Code, so as to give a right of action to them or their assigns in any suit brought upon this bond.
Should the condition of this bond be fully performed, then this obligation shall become null and void; otherwise, it shall be and remain in full force and effect. 10/26/20
PARCEL MAP OR TRACT MAP NO. DATE:
IP:
IMPROVEMENTS
Street/Drainage $ 559,319.04 $ $
*Flood Control $ 0.00 $ $
Dom Wtr EMWD $ 0.00 $ $
Rec Wtr EMWD $ 0.00 $ $
Sewer EMWD $ 0.00 $ $
Total 559,319.04 $$
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
Victor Elia, PE 64803 6/30/2021
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.
20-014
CITY OF MENIFEE ENGINEERING DEPARTMENT
CONSTRUCTION COST WORKSHEET
29835 2/26/2021
FAITHFUL PERFORMANCE MATERIAL & LABOR
SECURITY SECURITY
(100% of Estimated (**50% of Estimated
Construction Costs) Construction Costs)
559,500.00 279,750.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
559,500.00 279,750.00
55,950.00
DESIGN ENGINEER'S CALCULATION OF IMPROVEMENT BONDING COSTS *** PLEASE READ INSTRUCTIONS BELOW ***
2/26/2021
Approved for Bonding 3/15/2021
C. Robinson
IP20-014
ENG/PW
City of Menifee
03/03/2021
RECEIVED
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 $ 206,640.00
Thickness in Feet (0.50' min.) =
C.Y. $ 50.00 $ 98,000.00
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 (0.50' 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
ITEM QUANTITY UNIT AMOUNT
COST
25.00 $ 29,075.00 Area x 0.50' (hinge point to hinge point)
2. Projects without a Grading Plan
63,753
1. Projects with Grading Plan for Roadway
1,163 C.Y. $
(c.) Import and Fill -
Asphalt Concrete (144 lbs/cu.ft) 2,296
0.5 Agg Base Class II 1,960
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)
0.83 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 Agg Base Class II -
(a.) Excavate and Fill -
(b.) Excavate and Export -
0.5 Asphalt Emulsion (Fog Seal/Paint Binder) -
L.F. $ 1.00 $ 2,304.00
S.F. $ 0.50 $ 0.00
S.Y. $ 0.60 $ 0.00
S.Y. $ 8.00 $ 3,904.00
L.F. $ 18.00 $ 0.00
L.F. $ 3.00 $ 0.00
L.F. $ 7.50 $ 0.00
L.F. $ 10.00 $ 4,360.00
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
EA. $ 400.00 $ 14,000.00
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 $ 800.00
L.F. $ 10.00 $ 0.00
S.F. $ 1.50 $ 0.00
L.F. $ 100.00 $ 12,800.00
$ $ 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
Grinding A.C. , in place
Remove A.C. Pavement 488
Remove Curb and Gutter
Sawcut Exist. A.C. Pavement 2,304
Cold Plane A.C. Pavement
Relocate Mailbox
AC overlay (min. 0.10')
Curb and Gutter (Type A-6)
Remove A.C. Dike
Remove Chain Link Fence
Remove Barricade 436
Type "D" Curb
A.C. Dike (6")(incl. material & labor)
A.C. Dike (8")(incl. material & labor)
Curb and Gutter (Type A-8)
Type 8A 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
Guard Posts/Bollards 35
Relocate Fence
Pipe Gate
Barricades
Metal Beam Guard Railing
y( p )
(total length of Streets)
Adjust MH to Grade ( if no sewer plan ) 2
Redwood Header
Trail
Relocate Power Pole
Street Lights (including conduit)
Adjust Water Valve to Grade ( if no water plan )
Remove Existing Railroad Rail and Equipment 128
LANDSCAPING
Maintenance Walk STD 113
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
$ $ 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 $ 30,360.00
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 $ 8,800.00
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 $ 7,500.00
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 $ 3,500.00
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 230
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 110
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'
CB110 3
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 1
$ $ 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 $ 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
LS $ 10,000.00 $ 10,000.00
LS $ 4,000.00 $ 4,000.00
LS $ 10,000.00 $ 10,000.00
LS $ 20,000.00 $ 20,000.00
LS $ 15,000.00 $ 0.00
A. $ 436,968.00
B. Administrative Contingency (20% x A) $ 87,393.60
C. CM - Inspection - LC (8%) $ 34,957.44
D Streets/Drainage Total (A + B) $ 559,319.04
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 Markings
pg
Marking
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)
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 1
Mobilization 1
Traffic Control -
3" PVC Conduit & Fiber Optic Cable
Signing and Striping 1
Survey 1