Loading...
2023/02/22 Lennar Homes of California, LLC Subdivision Improvement AgreementDocuSign Envelope ID: 96EAAF95-29F8-4FD2-8F3B-640929E1E20B 20-905 DocuSign Envelope ID: 96EAAF95-29F8-4FD2-8F3B-640929E1E20B DocuSign Envelope ID: 96EAAF95-29F8-4FD2-8F3B-640929E1E20B DocuSign Envelope ID: 96EAAF95-29F8-4FD2-8F3B-640929E1E20B DocuSign Envelope ID: 96EAAF95-29F8-4FD2-8F3B-640929E1E20B DocuSign Envelope ID: 96EAAF95-29F8-4FD2-8F3B-640929E1E20B DocuSign Envelope ID: 96EAAF95-29F8-4FD2-8F3B-640929E1E20B DocuSign Envelope ID: 96EAAF95-29F8-4FD2-8F3B-640929E1E20B DocuSign Envelope ID: 96EAAF95-29F8-4FD2-8F3B-640929E1E20B DocuSign Envelope ID: 96EAAF95-29F8-4FD2-8F3B-640929E1E20B DocuSign Envelope ID: 96EAAF95-29F8-4FD2-8F3B-640929E1E20B March 15, 2023 DocuSign Envelope ID: 96EAAF95-29F8-4FD2-8F3B-640929E1E20B March 15, 2023 March 15, 2023 DocuSign Envelope ID: 96EAAF95-29F8-4FD2-8F3B-640929E1E20B DocuSign Envelope ID: 96EAAF95-29F8-4FD2-8F3B-640929E1E20B DocuSign Envelope ID: 96EAAF95-29F8-4FD2-8F3B-640929E1E20B DocuSign Envelope ID: 96EAAF95-29F8-4FD2-8F3B-640929E1E20B DocuSign Envelope ID: 96EAAF95-29F8-4FD2-8F3B-640929E1E20B DocuSign Envelope ID: 96EAAF95-29F8-4FD2-8F3B-640929E1E20B PARCEL MAP OR TRACT MAP NO. DATE: IP: IMPROVEMENTS Street/Drainage $ 4,174,109.90 $$ *Flood Control $0.00 $$ Dom Wtr EMWD $0.00 $$ Rec Wtr EMWD $0.00 $$ Sewer EMWD $0.00 $$ Total 4,174,109.90 $$ 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 not include additional 20% for recordation prior to having signed plans. (Ordinance460, Section 10.3E). Above amounts do include additional 10% contingency for Tres Lagos and Briggs Road improvements. Signature Date Name Typed or printed RCE# Exp. Date Civil Engineer's Stamp *Flood Control Construction Cost Estimate to be provided by Flood Control District. Provide a copy of Flood Control District letter stating cost estmate. 1. Quantities are to be taken from the Improvement Plans. Unit cost are to be as provided on "City of Menifee Improvement Requirement Worksheet." 2. Show Performance Bond Amounts to the nearest $500.00. 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. 4,174,000.00 2,087,000.00 417,400.00 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) 4,174,000.00 2,087,000.00 0.00 0.00 FAITHFUL PERFORMANCE MATERIAL & LABOR SECURITY SECURITY (100% of Estimated (**50% of Estimated IP22-056 CITY OF MENIFEE ENGINEERING DEPARTMENT CONSTRUCTION COST WORKSHEET ROCKPORT RANCH RESIDENTIAL SUBDIVISION OFF-SITE STREET & SD IMPROVEMENT PLANS 37131 1/31/2023 Robert D. Dentino 45629 12/31/2024 January 31, 2023 gs Road improvements. e Civil Engineer's Stamp 024 12/31/2212/31/24 EXHIBIT "A"DocuSign Envelope ID: 96EAAF95-29F8-4FD2-8F3B-640929E1E20B 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 $ 679,774.68 Thickness in Feet (0.33' min.) = C.Y. $ 50.00 $ 259,150.50 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.) = C.Y. $ 50.00 $ 0.00 Thickness in Feet = Ton $ 600.00 $ 0.00 L.F. $ 1.00 $ 1,355.00 S.F. $ 0.50 $ 0.00 S.Y. $ 0.60 $ 93.60 S.Y. $ 8.00 $ 0.00 L.F. $ 18.00 $ 0.00 L.F. $ 3.00 $ 0.00Remove A.C. Dike Grinding A.C. , in place 156 Remove A.C. Pavement Remove Curb and Gutter Asphalt Emulsion (Fog Seal/Paint Binder) (1 ton = 240 gals) - Sawcut Exist. A.C. Pavement 1,355 Cold Plane A.C. Pavement (c.) Import and Fill - Asphalt Concrete (144 lbs/cu.ft) - 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) Asphalt Emulsion (Fog Seal/Paint Binder) (1 ton = 240 gals) - 1. Projects with Grading Plan for Roadway (c.) Import and Fill - Asphalt Concrete (144 lbs/cu.ft) - 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) 0.667 Asphalt Emulsion (Fog Seal/Paint Binder) (1 ton = 240 gals) 1. Projects with Grading Plan for Roadway Asphalt Concrete (144 lbs/cu.ft) 7,553 0.5 Agg Base Class II 5,183 If balance, provide (a.) only, either cut or fill If export, provide (a.)&(b.) a = fill, b = cut - fill If import, provide (a)&(c), a = cut, c = fill - cut (Unit costs for (a),(b), & (c) are 20% of actual costs to assure that work will be corrected to eliminate hazardous conditions.) (a.) Excavate and Fill - (b.) Excavate and Export - 2. Projects without a Grading Plan 209,807 1. Projects with Grading Plan for Roadway 3,885 C.Y. $ (c.) Import and Fill - ITEM QUANTITY UNIT AMOUNT COST 25.00 $ 97,125.00 Area x 0.50' (hinge point to hinge point) DocuSign Envelope ID: 96EAAF95-29F8-4FD2-8F3B-640929E1E20B L.F. $ 7.50 $ 0.00 L.F. $ 10.00 $ 0.00 EA. $ 250.00 $ 0.00 S.F. $ 0.90 $ 1,267.20 L.F. $ 14.00 $ 66,052.00 L.F. $ 16.00 $ 0.00 L.F. $ 12.00 $ 0.00 L.F. $ 10.00 $ 0.00 L.F. $ 15.00 $ 3,870.00 L.F. $ 8.00 $ 0.00 L.F. $ 10.00 $ 0.00 S.F. $ 10.00 $ 39,430.00 S.F. $ 6.00 $ 169,032.00 S.F. $ 8.00 $ 0.00 S.F. $ 6.00 $ 0.00 EA. $ 1,500.00 $ 12,000.00 EA. $ 2,500.00 $ 0.00 L.F. $ 100.00 $ 0.00 L.F. $ 35.00 $ 0.00 L.F. $ 10.00 $ 0.00 L.F. $ 15.00 $ 0.00 L.F. $ 12.00 $ 0.00 EA. $ 1,000.00 $ 0.00 EA. $ 10,000.00 $ 130,000.00 EA. $ 5,000.00 $ 0.00 EA. $ 150.00 $ 0.00 EA. $ 400.00 $ 0.00 L.F. $ 10.00 $ 100.00 L.F. $ 20.00 $ 0.00 S.F. $ 4.00 $ 45,412.00 L.F. $ 25.00 $ 1,775.00 $ $ 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 $ 16,000.00Flat Outlet Drainage Structure Std 303 8 Cut Off Wall ( Std 2' ) A. C. Overside Drain Under Sidewalk Drain Std 309 DRAINAGE By Separate Submittal Concrete Bulkhead Slope Anchors for Pipes Remove trees Landscape Fill Material Water Meter Electric Meter Colored Stamped Concrete Street Trees ( 15 Gallon ) Landscape and Irrigation LANDSCAPING By Separate Submittal Maintenance Walk STD 113 D.G. Trail 11,353 Caltrans Std Plan B11-47 Cable Fence 71 Adjust MH to Grade ( if no sewer plan ) 0" Curb (per Detail on Plans)10 P.C.C. Ribbon Gutter (City Std 210) Relocate Power Pole 13 Street Lights (including conduit) Adjust Water Valve to Grade ( if no water plan ) Chain Link Fence ( 6' ) Relocate Fence Pipe Gate Barricades Metal Beam Guard Railing Utility Trench, one side (Edison, Telephone, Cable) (total length of Streets) P.C.C. Dip Section Std. 307 ADA Access Ramp (w/ new construction) 8 ADA Access Ramp (in existing improvements) P.C.C. Cross Gutter and Spandrels 3,943 P.C.C. Sidewalk 28,172 P.C.C. Driveway Approach Type "D" Curb 258 A.C. Dike (6")(incl. material & labor) A.C. Dike (8")(incl. material & labor) Curb and Gutter (Type A-8) Type "C" Curb Type "D-1" Curb Relocate Mailbox AC overlay (min. 0.10')1,408 Curb and Gutter (Type A-6)4,718 Remove Chain Link Fence Remove Barricade DocuSign Envelope ID: 96EAAF95-29F8-4FD2-8F3B-640929E1E20B 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 $ 1,600.00 C.Y. $ 80.00 $ 2,160.00 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 $ 41,584.00 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 $ 32,500.00 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 $ 17,500.00 EA. $ 4,500.00 $ 0.00 EA. $ 5,000.00 $ 10,000.00 EA. $ 12,500.00 $ 50,000.00 EA. $ 12,500.00 $ 25,000.00 EA. $ 4,500.00 $ 0.00 EA. $ 5,000.00 $ 0.00 EA. $ 6,500.00 $ 0.00 EA. $ 2,700.00 $ 54,000.00 EA. $ 6,500.00 $ 0.00 C.Y. $ 400.00 $ 0.00 EA. $ 3,500.00 $ 0.00 S.F. $ 20.00 $ 187,100.00 L.F. $ 100.00 $ 21,500.00 C.Y. $ 400.00 $ 126,000.00 C.Y. $ 400.00 $ 46,000.00 C.Y. $ 400.00 $ 54,000.00 C.Y. $ 400.00 $ 801,200.00 EA. $ 10,000.00 $ 20,000.00 $ $ 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 $ 0.0012" Painted Crosswalk & Limit Line 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 SIGNING, STRIPING AND SIGNALS Remove Painted Traffic Stripes and Markings RC Box (8'x4')2,003 RC Box Culvert Headwall (per Caltrans D84) 2 12" RCP 215 RC Box (2.5'x4')315 RC Box (8'x3')135 Structural Reinforcement Concrete Headwall for 36" or smaller storm drain Bioretention Basin 9,355 RC Box (8'x2')115 Manhole No. 2 Manhole No. 3 20 Manhole No. 4 Transition Structure No. 2 2 Transition Structure No. 3 Manhole No. 1 Junction Structure No. 2 Junction Structure No. 5 2 Transition Structure No. 1 4 Catch Basin W=28' Inlet Type IX or X Junction Structure No. 1 5 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=4'13 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 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 368 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) 27 Rip Rap ( 1/2 Ton ) Method B Rip Rap ( 1 Ton ) Method B Interceptor Drain R.C. Box Culvert (2 - 3'X5' ) Concrete Channel 8 Curb Outlet Drainage Structure Std 308 Terrace Drain & Down Drain DocuSign Envelope ID: 96EAAF95-29F8-4FD2-8F3B-640929E1E20B 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 $ 2,073.24 L.F. $ 0.47 $ 851.64 L.F. $ 0.83 $ 4,091.07 L.F. $ 0.63 $ 2,932.65 L.F. $ 0.78 $ 709.02 L.F. $ 0.97 $ 388.97 L.F. $ 1.13 $ 0.00 L.F. $ 2.83 $ 0.00 S.F $ 3.61 $ 1,714.75 S.F. $ 2.25 $ 0.00 S.F. $ 3.00 $ 0.00 EA. $ 50.00 $ 950.00 EA. $ 100.00 $ 0.00 EA. $ 275.00 $ 550.00 EA. $ 150.00 $ 0.00 EA. $ 425.00 $ 0.00 EA. $ 250.00 $ 1,250.00 EA. $ 150.00 $ 750.00 EA. $ 300.00 $ 0.00 EA. $ 60.00 $ 0.00 EA. $ 40.00 $ 0.00 EA. $ 45.00 $ 0.00 EA. $ 3.75 $ 0.00 LS $ 250,000.00 $ 0.00 LS $ 150,000.00 $ 0.00 LS $ 100,000.00 $ 0.00 EA $ 450.00 $ 0.00 EA $ 400.00 $ 0.00 EA $ 500.00 $ 0.00 L.F. $ 25.00 $ 0.00 L.F. $ 30.00 $ 0.00 L.F. $ 35.00 $ 0.00 $ $ 0.00 LS $ 8,000.00 $ 8,000.00 LS $ 40,000.00 $ 40,000.00 LS $ 30,000.00 $ 30,000.00 LS $ 15,000.00 $ 15,000.00 A.$3,024,717.32 B. Administrative Contingency (30% x A) $ 907,415.20 C. CM - Inspection - LC (8%) $ 241,977.39 D Streets/Drainage Total (A + B + C)$4,174,109.90 Subtotal Design/submittals/review 1 Mobilization 1 Traffic Control 1 3" PVC Conduit & Fiber Optic Cable Survey 1 Install Pull Box (#6) 2" PVC Interconnect Conduit & Cable 3" PVC Interconnect Conduit & Cable Retrofit of Ex. Traffic Signal & Lighting 6' Round Signal Loops Install Pull Box (#5) Pavement Marker, Reflective New Traffic Signal & Lighting (Major Intersection) New Traffic Signal & Lighting (Minor Intersection) Object Marker - Modified Type "F" Delineator Delineator ( Class 1 Type F) Delineator ( Class 2 ) Stop Sign & Post 5 Road Sign on existing pole / post (One Post) 5 Road Sign on existing pole / post (Two Post) Street Name Sign 2 Install Sign ( Strap and Saddle Bracket Method) Install Sign (Mast Arm Hanger Method) Thermoplastic Cross Walk and Pavement Marking Remove, Sign, Salvage 19 Relocate Roadside Sign Thermoplastic Two-Way Left Turn Lane Thermoplastic Pavement Markings 475 Thermoplastic Channelizing Limit Line and Pavement Marking 8" Thermoplastic Channelizing Line 909 12" Thermoplastic Crosswalk & Limit Line 401 Thermoplastic One-Way, No Passing 4" Thermoplastic Broken Stripes 1,812 4" Thermoplastic Double Solid Stripes 4,929 6" Thermoplastic Bike Lane Stripes 4,655 Painted Pavement Markings Remove Thermoplastic Trafffic Stripes and Markings 4" Thermoplastic Solid Stripes 3,987 Painted One-Way, No Passing Painted Two-Way Left Turn Lane DocuSign Envelope ID: 96EAAF95-29F8-4FD2-8F3B-640929E1E20B 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 $ $ 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 20% x C Water Total (C + D) BOND AMOUNT FOR RECORDATION PRIOR 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. 2" Air and Vacuum Valve. 1" Service Connection ( No Meter) 6" Fire Hydrant (Super) 4" Blowoff 6" Blowoff 16" Gate Valve RS 18" Gate Valve RS 6" Fire Hydrant (Standard) 6" Gate Valve RS 8" Gate Valve RS 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 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 DocuSign Envelope ID: 96EAAF95-29F8-4FD2-8F3B-640929E1E20B 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 $ $ 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 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) 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. 2" Air and Vacuum Valve. 1" Service Connection ( No Meter) 18" Gate Valve RS 4" Blowoff 6" Blowoff 8" Gate Valve RS 12" Gate Valve RS 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 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 COST ITEM QUANTITY UNIT AMOUNT DocuSign Envelope ID: 96EAAF95-29F8-4FD2-8F3B-640929E1E20B 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 $ $ 0.00 $ $ 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 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 Rechannel Existing Manhole Join Existing 8" Pipe Shallow Manhole (5' or less) Clean out Clean out Lateral 30" VCP Standard Manhole 48" 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 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 DocuSign Envelope ID: 96EAAF95-29F8-4FD2-8F3B-640929E1E20B PARCEL MAP OR TRACT NO. SCH: DATE: PP, CU, PU, MS OR VL NO. $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ $ 0.00 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 37131 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) DocuSign Envelope ID: 96EAAF95-29F8-4FD2-8F3B-640929E1E20B PARCEL MAP OR TRACT MAP NO. DATE: IP: IMPROVEMENTS Street/Drainage $ 3,153,680.67 $$ *Flood Control $ 0.00 $$ Dom Wtr EMWD $ 0.00 $$ Rec Wtr EMWD $ 0.00 $$ Sewer EMWD $ 0.00 $$ Total 3,153,680.67 $$ Warranty Retention (10%) $ Construction items and their quantities, as shown on the attached sheets, are accurate for the improvements required to construct the above project and the mathmatical extensions, using City's unit costs, are accurate for determining bonding costs Above amounts do G do not G include additional 20% for recordation prior to having signed plans (Ordinance460, Section 10.3E). Signature Date Name Typed or printed RCE# Exp. Date Civil Engineer's Stamp *Flood Control Construction Cost Estimate to be provided by Flood Control District. Provide a copy of Flood Control District letter stating cost estmate. 1. Quantities are to be taken from the Improvement Plans. Unit cost are to be as provided on "City of Menifee Improvement Requirement Worksheet." 2. Show Performance Bond Amounts to the nearest $500.00. 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. 3,153,500.00 1,576,750.00 315,350.00 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) 3,153,500.00 1,576,750.00 0.00 0.00 FAITHFUL PERFORMANCE MATERIAL & LABOR SECURITY SECURITY (100% of Estimated (**50% of Estimated IP22-038S CITY OF MENIFEE ENGINEERING DEPARTMENT CONSTRUCTION COST WORKSHEET ROCKPORT RANCH RESIDENTIAL SUBDIVISION 37131 10/18/2022 Robert D. Dentino 45629 12/31/2022 October 18, 2022 12/31/22 DocuSign Envelope ID: 96EAAF95-29F8-4FD2-8F3B-640929E1E20B 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 $ 783,344.25 Thickness in Feet (0.33' min.) = C.Y. $ 50.00 $ 335,799.07 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.) = 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 $ 0.00 L.F. $ 18.00 $ 0.00 L.F. $ 3.00 $ 0.00Remove A.C. Dike Grinding A.C. , in place Remove A.C. Pavement Remove Curb and Gutter 0.5 Asphalt Emulsion (Fog Seal/Paint Binder) (1 ton = 240 gals) - Sawcut Exist. A.C. Pavement Cold Plane A.C. Pavement (c.) Import and Fill - Asphalt Concrete (144 lbs/cu.ft) - 0.39 Agg Base Class II - (a.) Excavate and Fill - (b.) Excavate and Export - C.Y. $ 25.00 $ 0.00 Area x 0.50' (hinge point to hinge point) 0.5 Asphalt Emulsion (Fog Seal/Paint Binder) (1 ton = 240 gals) - 1. Projects with Grading Plan for Roadway (c.) Import and Fill - Asphalt Concrete (144 lbs/cu.ft) - 0.39 Agg Base Class II - (a.) Excavate and Fill - (b.) Excavate and Export - C.Y. $ 25.00 $ 0.00 Area x 0.50' (hinge point to hinge point) 0.5 Asphalt Emulsion (Fog Seal/Paint Binder) (1 ton = 240 gals) 1. Projects with Grading Plan for Roadway Asphalt Concrete (144 lbs/cu.ft) 8,704 0.33333 Agg Base Class II 6,716 If balance, provide (a.) only, either cut or fill If export, provide (a.)&(b.) a = fill, b = cut - fill If import, provide (a)&(c), a = cut, c = fill - cut (Unit costs for (a),(b), & (c) are 20% of actual costs to assure that work will be corrected to eliminate hazardous conditions.) (a.) Excavate and Fill - (b.) Excavate and Export - 2. Projects without a Grading Plan 362,663 1. Projects with Grading Plan for Roadway 6,716 C.Y. $ (c.) Import and Fill - ITEM QUANTITY UNIT AMOUNT COST 25.00 $ 167,899.54 Area x 0.50' (hinge point to hinge point) DocuSign Envelope ID: 96EAAF95-29F8-4FD2-8F3B-640929E1E20B L.F. $ 7.50 $ 0.00 L.F. $ 10.00 $ 0.00 EA. $ 250.00 $ 0.00 S.F. $ 0.90 $ 0.00 L.F. $ 14.00 $ 243,404.00 L.F. $ 16.00 $ 0.00 L.F. $ 12.00 $ 0.00 L.F. $ 10.00 $ 0.00 L.F. $ 15.00 $ 35,460.00 L.F. $ 8.00 $ 0.00 L.F. $ 10.00 $ 0.00 S.F. $ 10.00 $ 96,760.00 S.F. $ 6.00 $ 507,318.00 S.F. $ 8.00 $ 314,624.00 S.F. $ 6.00 $ 0.00 EA. $ 1,500.00 $ 39,000.00 EA. $ 2,500.00 $ 0.00 L.F. $ 100.00 $ 0.00 L.F. $ 35.00 $ 0.00 L.F. $ 10.00 $ 0.00 L.F. $ 15.00 $ 0.00 L.F. $ 12.00 $ 0.00 EA. $ 1,000.00 $ 0.00 EA. $ 10,000.00 $ 0.00 EA. $ 5,000.00 $ 0.00 EA. $ 150.00 $ 0.00 EA. $ 400.00 $ 0.00 L.F. $ 10.00 $ 63,940.00 L.F. $ 20.00 $ 32,520.00 $ $ 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 Flat Outlet Drainage Structure Std 303 Curb Outlet Drainage Structure Std 308 Cut Off Wall ( Std 2' ) A. C. Overside Drain Under Sidewalk Drain Std 309 DRAINAGE By Separate Submittal Concrete Bulkhead Slope Anchors for Pipes Remove trees Landscape Fill Material Water Meter Electric Meter Colored Stamped Concrete Street Trees ( 15 Gallon ) Landscape and Irrigation LANDSCAPING By Separate Submittal Maintenance Walk STD 113 Adjust MH to Grade ( if no sewer plan ) 0" Curb (per Detail on Plans)6,394 P.C.C. Ribbon Gutter (City Std 210) 1,626 Relocate Power Pole Street Lights (including conduit) (By Separate Submittal) Adjust Water Valve to Grade ( if no water plan ) Chain Link Fence ( 6' ) Relocate Fence Pipe Gate Barricades Metal Beam Guard RailingUtility Trench, one side (Edison, Telephone, Cable) (total length of Streets) P.C.C. Dip Section Std. 307 ADA Access Ramp (w/ new construction) 26 ADA Access Ramp (in existing improvements) P.C.C. Cross Gutter and Spandrels 9,676 P.C.C. Sidewalk 84,553 P.C.C. Driveway Approach (209 Total) 39,328 Type "D" Curb 2,364 A.C. Dike (6")(incl. material & labor) A.C. Dike (8")(incl. material & labor) Curb and Gutter (Type A-8) Type "C" Curb Type "D-1" Curb Relocate Mailbox AC overlay (min. 0.10') Curb and Gutter (Type A-6)17,386 Remove Chain Link Fence Remove Barricade DocuSign Envelope ID: 96EAAF95-29F8-4FD2-8F3B-640929E1E20B S.F. $ 6.50 $ 0.00 S.F. $ 6.50 $ 0.00 C.Y. $ 400.00 $ 0.00 C.Y. $ 200.00 $ 0.00 C.Y. $ 80.00 $ 0.00 C.Y. $ 90.00 $ 0.00 C.Y. $ 100.00 $ 0.00 C.Y. $ 110.00 $ 0.00 C.Y. $ 100.00 $ 0.00 C.Y. $ 120.00 $ 0.00 C.Y. $ 130.00 $ 0.00 C.Y. $ 140.00 $ 0.00 L.F. $ 113.00 $ 0.00 L.F. $ 132.00 $ 0.00 L.F. $ 153.00 $ 0.00 L.F. $ 178.00 $ 0.00 L.F. $ 204.00 $ 0.00 L.F. $ 235.00 $ 0.00 L.F. $ 40.00 $ 0.00 L.F. $ 50.00 $ 0.00 L.F. $ 60.00 $ 0.00 L.F. $ 70.00 $ 0.00 L.F. $ 80.00 $ 0.00 L.F. $ 100.00 $ 0.00 EA. $ 2,500.00 $ 0.00 EA. $ 4,000.00 $ 0.00 EA. $ 7,500.00 $ 0.00 EA. $ 11,000.00 $ 0.00 EA. $ 14,500.00 $ 0.00 EA. $ 2,500.00 $ 0.00 EA. $ 3,500.00 $ 0.00 EA. $ 4,500.00 $ 0.00 EA. $ 5,000.00 $ 0.00 EA. $ 12,500.00 $ 0.00 EA. $ 12,500.00 $ 0.00 EA. $ 4,500.00 $ 0.00 EA. $ 5,000.00 $ 0.00 EA. $ 6,500.00 $ 0.00 EA. $ 2,700.00 $ 0.00 EA. $ 6,500.00 $ 0.00 C.Y. $ 400.00 $ 0.00 EA. $ 3,500.00 $ 0.00 $ $ 0.00 $ $ 0.00 $ $ 0.00 $ $ 0.00 $ $ 0.00 $ $ 0.00 $ $ 0.00 $ $ 0.00 S.F $ 2.50 $ 0.00 L.F. $ 0.21 $ 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 12" Painted Crosswalk & Limit Line Painted One-Way, No Passing Painted Two-Way Left Turn Lane 4" Painted Double Solid Stripes 6" Painted Bike Lane Stripes 8" Painted Channelizing Line 4" Painted Solid Stripes 4" Painted Solid Stripes (2 Coats ) 4" Painted Broken Stripes SIGNING, STRIPING AND SIGNALS Remove Painted Traffic Stripes and Markings Structural Reinforcement Concrete Headwall for 36" or smaller storm drain Manhole No. 2 Manhole No. 3 Manhole No. 4 Transition Structure No. 2 Transition Structure No. 3 Manhole No. 1 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 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' 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 24" R.C.P. round, arch or elliptical 30" R.C.P. round, arch or elliptical 36" R.C.P. round, arch or elliptical Grouted Rip Rap ( 1 Ton ) Method B Grouted Rip Rap ( 2 Ton ) Method B 18" R.C.P. round, arch or elliptical Rip Rap ( 2 Ton ) Method B Grouted Rip Rap ( 1/4 Ton ) Method B Grouted Rip Rap ( 1/2 Ton ) Method B Rip Rap ( 1/4 Ton ) Methob B ( 1.9 tons /CY) Rip Rap ( 1/2 Ton ) Method B Rip Rap ( 1 Ton ) Method B Interceptor Drain R.C. Box Culvert (2 - 3'X5' ) Concrete Channel Terrace Drain & Down Drain DocuSign Envelope ID: 96EAAF95-29F8-4FD2-8F3B-640929E1E20B 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 $ 116.40 L.F. $ 1.13 $ 0.00 L.F. $ 2.83 $ 0.00 S.F $ 3.61 $ 1,552.30 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 $ 7,975.00 EA. $ 150.00 $ 0.00 EA. $ 425.00 $ 0.00 EA. $ 250.00 $ 2,000.00 EA. $ 150.00 $ 0.00 EA. $ 300.00 $ 0.00 EA. $ 60.00 $ 0.00 EA. $ 40.00 $ 0.00 EA. $ 45.00 $ 0.00 EA. $ 3.75 $ 0.00 LS $ 250,000.00 $ 0.00 LS $ 150,000.00 $ 0.00 LS $ 100,000.00 $ 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.$2,463,813.02 B. Administrative Contingency (20% x A) $ 492,762.60 C. CM - Inspection - LC (8%) $ 197,105.04 D Streets/Drainage Total (A + B)$3,153,680.67 Subtotal Design/submittals/review Mobilization Traffic Control 3" PVC Conduit & Fiber Optic Cable Survey Install Pull Box (#6) 2" PVC Interconnect Conduit & Cable 3" PVC Interconnect Conduit & Cable Retrofit of Ex. Traffic Signal & Lighting 6' Round Signal Loops Install Pull Box (#5) Pavement Marker, Reflective New Traffic Signal & Lighting (Major Intersection) New Traffic Signal & Lighting (Minor Intersection) Object Marker - Modified Type "F" Delineator Delineator ( Class 1 Type F) Delineator ( Class 2 ) Stop Sign & Post 8 Road Sign on existing pole / post (One Post) Road Sign on existing pole / post (Two Post) Street Name Sign 29 Install Sign ( Strap and Saddle Bracket Method) Install Sign (Mast Arm Hanger Method) Thermoplastic Cross Walk and Pavement Marking Remove, Sign, Salvage Relocate Roadside Sign Thermoplastic Two-Way Left Turn Lane Thermoplastic Pavement Markings (STOP & Bar) 430 Thermoplastic Channelizing Limit Line and Pavement Marking 8" Thermoplastic Channelizing Line 12" Thermoplastic Crosswalk & Limit Line 120 Thermoplastic One-Way, No Passing 4" Thermoplastic Broken Stripes 4" Thermoplastic Double Solid Stripes 6" Thermoplastic Bike Lane Stripes Painted Pavement Markings Remove Thermoplastic Trafffic Stripes and Markings 4" Thermoplastic Solid Stripes DocuSign Envelope ID: 96EAAF95-29F8-4FD2-8F3B-640929E1E20B 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 $ $ 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 20% x C Water Total (C + D) BOND AMOUNT FOR RECORDATION PRIOR 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. 2" Air and Vacuum Valve. 1" Service Connection ( No Meter) 6" Fire Hydrant (Super) 4" Blowoff 6" Blowoff 16" Gate Valve RS 18" Gate Valve RS 6" Fire Hydrant (Standard) 6" Gate Valve RS 8" Gate Valve RS 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 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 DocuSign Envelope ID: 96EAAF95-29F8-4FD2-8F3B-640929E1E20B 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 $ $ 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 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) 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. 2" Air and Vacuum Valve. 1" Service Connection ( No Meter) 18" Gate Valve RS 4" Blowoff 6" Blowoff 8" Gate Valve RS 12" Gate Valve RS 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 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 COST ITEM QUANTITY UNIT AMOUNT DocuSign Envelope ID: 96EAAF95-29F8-4FD2-8F3B-640929E1E20B 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 $ $ 0.00 $ $ 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 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 Rechannel Existing Manhole Join Existing 8" Pipe Shallow Manhole (5' or less) Clean out Clean out Lateral 30" VCP Standard Manhole 48" 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 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 DocuSign Envelope ID: 96EAAF95-29F8-4FD2-8F3B-640929E1E20B PARCEL MAP OR TRACT NO. SCH: DATE: PP, CU, PU, MS OR VL NO. $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ $ 0.00 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 37131 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) DocuSign Envelope ID: 96EAAF95-29F8-4FD2-8F3B-640929E1E20B PARCEL MAP OR TRACT MAP NO. DATE: IP: IMPROVEMENTS Street/Drainage $ 1,228,780.80 $$ *Flood Control $ 0.00 $$ Dom Wtr EMWD $ 0.00 $$ Rec Wtr EMWD $ 0.00 $$ Sewer EMWD $ 0.00 $$ Total 1,228,780.80 $$ 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). Signature Date Name Typed or printed RCE# Exp. Date Civil Engineer's Stamp *Flood Control Construction Cost Estimate to be provided by Flood Control District. Provide a copy of Flood Control District letter stating cost estmate. 1. Quantities are to be taken from the Improvement Plans. Unit cost are to be as provided on "City of Menifee Improvement Requirement Worksheet." 2. Show Performance Bond Amounts to the nearest $500.00. 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. 1,229,000.00 614,500.00 122,900.00 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) 1,229,000.00 614,500.00 0.00 0.00 FAITHFUL PERFORMANCE MATERIAL & LABOR SECURITY SECURITY (100% of Estimated (**50% of Estimated IP21-054SD CITY OF MENIFEE ENGINEERING DEPARTMENT CONSTRUCTION COST WORKSHEET ROCKPORT RANCH RESIDENTIAL SUBDIVISION 37131 9/29/2022 Robert D. Dentino 45629 12/31/2022 September 29, 2022 12/31/22 DocuSign Envelope ID: 96EAAF95-29F8-4FD2-8F3B-640929E1E20B CITY OF MENIFEE ENGINEERING DEPARTMENT IMPROVEMENT REQUIREMENT WORKSHEET STREET AND DRAINAGE IMPROVEMENTS UNIT ROADWAY SECTION 1 Area = S.F. Excavation Cut (c) =C.Y. Road area and side slopes to daylight Fill (f) =C.Y. C.Y. $ 0.40 $ 0.00 C.Y. $ 1.10 $ 0.00 C.Y. $ 2.80 $ 0.00 TON $ 90.00 $ 0.00 Thickness in Feet (0.33' min.) = C.Y. $ 50.00 $ 0.00 Thickness in Feet = Ton $ 600.00 $ 0.00 ROADWAY SECTION 2 Area = S.F. Excavation 2. Projects without a Grading Plan: Cut (c) =C.Y. Road area and side slopes to daylight Fill (f) =C.Y. C.Y. $ 0.40 $ 0.00 C.Y. $ 1.10 $ 0.00 C.Y. $ 2.80 $ 0.00 TON $ 90.00 $ 0.00 Thickness in Feet (0.33' min.) = C.Y. $ 50.00 $ 0.00 Thickness in Feet = Ton $ 600.00 $ 0.00 ROADWAY SECTION 3 Area = S.F. Excavation 2. Projects without a Grading Plan: Cut (c) =C.Y. Fill (f) =C.Y. C.Y. $ 0.40 $ 0.00 C.Y. $ 1.10 $ 0.00 C.Y. $ 2.80 $ 0.00 TON $ 90.00 $ 0.00 Thickness in Feet (0.33' min.) = C.Y. $ 50.00 $ 0.00 Thickness in Feet = Ton $ 600.00 $ 0.00 L.F. $ 1.00 $ 0.00 S.F. $ 0.50 $ 0.00 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 Remove A.C. Dike Remove Chain Link Fence Grinding A.C. , in place Remove A.C. Pavement Remove Curb and Gutter Asphalt Emulsion (Fog Seal/Paint Binder) (1 ton = 240 gals) - Sawcut Exist. A.C. Pavement Cold Plane A.C. Pavement (c.) Import and Fill - Asphalt Concrete (144 lbs/cu.ft) - 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) Asphalt Emulsion (Fog Seal/Paint Binder) (1 ton = 240 gals) - 1. Projects with Grading Plan for Roadway (c.) Import and Fill - Asphalt Concrete (144 lbs/cu.ft) - 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) Asphalt Emulsion (Fog Seal/Paint Binder) (1 ton = 240 gals) 1. Projects with Grading Plan for Roadway Asphalt Concrete (144 lbs/cu.ft) Agg Base Class II If balance, provide (a.) only, either cut or fill If export, provide (a.)&(b.) a = fill, b = cut - fill If import, provide (a)&(c), a = cut, c = fill - cut (Unit costs for (a),(b), & (c) are 20% of actual costs to assure that work will be corrected to eliminate hazardous conditions.) (a.) Excavate and Fill - (b.) Excavate and Export - 2. Projects without a Grading Plan By Separate Submittal 1. Projects with Grading Plan for Roadway C.Y. $ (c.) Import and Fill - ITEM QUANTITY UNIT AMOUNT COST 25.00 $ 0.00 Area x 0.50' (hinge point to hinge point) DocuSign Envelope ID: 96EAAF95-29F8-4FD2-8F3B-640929E1E20B L.F. $ 10.00 $ 0.00 EA. $ 250.00 $ 0.00 S.F. $ 0.90 $ 0.00 L.F. $ 14.00 $ 0.00 L.F. $ 16.00 $ 0.00 L.F. $ 12.00 $ 0.00 L.F. $ 10.00 $ 0.00 L.F. $ 15.00 $ 0.00 L.F. $ 8.00 $ 0.00 L.F. $ 10.00 $ 0.00 S.F. $ 10.00 $ 0.00 S.F. $ 6.00 $ 0.00 S.F. $ 8.00 $ 0.00 S.F. $ 6.00 $ 0.00 EA. $ 1,500.00 $ 0.00 EA. $ 2,500.00 $ 0.00 L.F. $ 100.00 $ 0.00 L.F. $ 35.00 $ 0.00 L.F. $ 10.00 $ 0.00 L.F. $ 15.00 $ 0.00 L.F. $ 12.00 $ 0.00 EA. $ 1,000.00 $ 0.00 EA. $ 10,000.00 $ 0.00 EA. $ 5,000.00 $ 0.00 EA. $ 150.00 $ 0.00 EA. $ 400.00 $ 0.00 L.F. $ 10.00 $ 0.00 L.F. $ 20.00 $ 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 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 THIS PLAN SET Concrete Bulkhead Slope Anchors for Pipes Remove trees Landscape Fill Material Water Meter Electric Meter Colored Stamped Concrete Street Trees ( 15 Gallon ) Landscape and Irrigation LANDSCAPING By Separate Submittal Maintenance Walk STD 113 Adjust MH to Grade ( if no sewer plan ) 0" Curb (per Detail on Plans) P.C.C. Ribbon Gutter (City Std 210) Relocate Power Pole Street Lights (including conduit) Adjust Water Valve to Grade ( if no water plan ) Chain Link Fence ( 6' ) Relocate Fence Pipe Gate Barricades Metal Beam Guard RailingUtility Trench, one side (Edison, Telephone, Cable) (total length of Streets) P.C.C. Dip Section Std. 307 ADA Access Ramp (w/ new construction) ADA Access Ramp (in existing improvements) P.C.C. Cross Gutter and Spandrels P.C.C. Sidewalk P.C.C. Driveway Approach Type "D" Curb A.C. Dike (6")(incl. material & labor) A.C. Dike (8")(incl. material & labor) Curb and Gutter (Type A-8) Type "C" Curb Type "D-1" Curb Relocate Mailbox AC overlay (min. 0.10') Curb and Gutter (Type A-6) Remove Barricade DocuSign Envelope ID: 96EAAF95-29F8-4FD2-8F3B-640929E1E20B S.F. $ 6.50 $ 0.00 C.Y. $ 400.00 $ 0.00 C.Y. $ 200.00 $ 0.00 C.Y. $ 80.00 $ 14,720.00 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 $ 80,908.00 L.F. $ 132.00 $ 159,720.00 L.F. $ 153.00 $ 79,254.00 L.F. $ 178.00 $ 155,038.00 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 $ 10,000.00 EA. $ 4,000.00 $ 68,000.00 EA. $ 7,500.00 $ 37,500.00 EA. $ 11,000.00 $ 0.00 EA. $ 14,500.00 $ 0.00 EA. $ 2,500.00 $ 0.00 EA. $ 3,500.00 $ 3,500.00 EA. $ 4,500.00 $ 0.00 EA. $ 5,000.00 $ 0.00 EA. $ 12,500.00 $ 25,000.00 EA. $ 12,500.00 $ 0.00 EA. $ 4,500.00 $ 0.00 EA. $ 5,000.00 $ 25,000.00 EA. $ 6,500.00 $ 32,500.00 EA. $ 2,700.00 $ 0.00 EA. $ 6,500.00 $ 0.00 L.F. $ 25.00 $ 9,075.00 EA. $ 3,500.00 $ 14,000.00 L.F. $ 95.00 $ 59,470.00 L.F. $ 100.00 $ 32,300.00 EA. $ 400.00 $ 5,200.00 EA. $ 2,500.00 $ 7,500.00 EA. $ 4,000.00 $ 20,000.00 EA. $ 4,000.00 $ 16,000.00 C.Y. $ 200.00 $ 42,800.00 C.Y. $ 200.00 $ 45,000.00 EA. $ 1,500.00 $ 13,500.00 EA. $ 2,000.00 $ 4,000.00 $ $ 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 $ 0.0012" Painted Crosswalk & Limit Line 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 SIGNING, STRIPING AND SIGNALS By Separate Submittal Remove Painted Traffic Stripes and Markings Concrete Drop Inlet 48x48 5 Headwall for RCBs (Caltrans D85)4 R.C. Box Culvert (4'x2')214 R.C. Box Culvert (8'x4')225 Junction Structure No. 4 9 Junction Structure No. 5 2 12" RCP 323 NDS Catchbasin 13 Concrete Drop Inlet 36x36 3 Structural Reinforcement Concrete Slurry Backfill 363 Headwall for 36" or smaller storm drain 4 12" PVC 626 Manhole No. 2 5 Manhole No. 3 Manhole No. 4 Transition Structure No. 2 Transition Structure No. 3 Manhole No. 1 5 Junction Structure No. 2 Junction Structure No. 6 Transition Structure No. 1 2 Catch Basin W=28' Inlet Type IX or X Junction Structure No. 1 1 Catch Basin W=7'17 Catch Basin W=14'5 Catch Basin W=21' 42" C.S.P. or HDPE N12 48" C.S.P. or HDPE N12 Catch Basin W=4'4 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 24" R.C.P. round, arch or elliptical 1210 30" R.C.P. round, arch or elliptical 518 36" R.C.P. round, arch or elliptical 871 Grouted Rip Rap ( 1 Ton ) Method B Grouted Rip Rap ( 2 Ton ) Method B 18" R.C.P. round, arch or elliptical 716 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) 184 Rip Rap ( 1/2 Ton ) Method B Rip Rap ( 1 Ton ) Method B Interceptor Drain R.C. Box Culvert (2 - 3'X5' ) Concrete Channel DocuSign Envelope ID: 96EAAF95-29F8-4FD2-8F3B-640929E1E20B L.F. $ 0.36 $ 0.00 L.F. $ 0.82 $ 0.00 S.F $ 2.70 $ 0.00 S.F $ 2.50 $ 0.00 L.F. $ 0.52 $ 0.00 L.F. $ 0.47 $ 0.00 L.F. $ 0.83 $ 0.00 L.F. $ 0.63 $ 0.00 L.F. $ 0.78 $ 0.00 L.F. $ 0.97 $ 0.00 L.F. $ 1.13 $ 0.00 L.F. $ 2.83 $ 0.00 S.F $ 3.61 $ 0.00 S.F. $ 2.25 $ 0.00 S.F. $ 3.00 $ 0.00 EA. $ 50.00 $ 0.00 EA. $ 100.00 $ 0.00 EA. $ 275.00 $ 0.00 EA. $ 150.00 $ 0.00 EA. $ 425.00 $ 0.00 EA. $ 250.00 $ 0.00 EA. $ 150.00 $ 0.00 EA. $ 300.00 $ 0.00 EA. $ 60.00 $ 0.00 EA. $ 40.00 $ 0.00 EA. $ 45.00 $ 0.00 EA. $ 3.75 $ 0.00 LS $ 250,000.00 $ 0.00 LS $ 150,000.00 $ 0.00 LS $ 100,000.00 $ 0.00 EA $ 450.00 $ 0.00 EA $ 400.00 $ 0.00 EA $ 500.00 $ 0.00 L.F. $ 25.00 $ 0.00 L.F. $ 30.00 $ 0.00 L.F. $ 35.00 $ 0.00 $ $ 0.00 LS $ 8,000.00 $ 0.00 LS $ 40,000.00 $ 0.00 LS $ 30,000.00 $ 0.00 LS $ 15,000.00 $ 0.00 A.$959,985.00 B. Administrative Contingency (20% x A) $ 191,997.00 C. CM - Inspection - LC (8%) $ 76,798.80 D Streets/Drainage Total (A + B)$1,228,780.80 Subtotal Design/submittals/review Mobilization Traffic Control 3" PVC Conduit & Fiber Optic Cable Survey Install Pull Box (#6) 2" PVC Interconnect Conduit & Cable 3" PVC Interconnect Conduit & Cable Retrofit of Ex. Traffic Signal & Lighting 6' Round Signal Loops Install Pull Box (#5) Pavement Marker, Reflective New Traffic Signal & Lighting (Major Intersection) New Traffic Signal & Lighting (Minor Intersection) Object Marker - Modified Type "F" Delineator Delineator ( Class 1 Type F) Delineator ( Class 2 ) Stop Sign & Post Road Sign on existing pole / post (One Post) Road Sign on existing pole / post (Two Post) Street Name Sign Install Sign ( Strap and Saddle Bracket Method) Install Sign (Mast Arm Hanger Method) Thermoplastic Cross Walk and Pavement Marking Remove, Sign, Salvage Relocate Roadside Sign Thermoplastic Two-Way Left Turn Lane Thermoplastic Pavement MarkingsThermoplastic Channelizing Limit Line and Pavement Marking 8" Thermoplastic Channelizing Line 12" Thermoplastic Crosswalk & Limit Line Thermoplastic One-Way, No Passing 4" Thermoplastic Broken Stripes 4" Thermoplastic Double Solid Stripes 6" Thermoplastic Bike Lane Stripes Painted Pavement Markings Remove Thermoplastic Trafffic Stripes and Markings 4" Thermoplastic Solid Stripes Painted One-Way, No Passing Painted Two-Way Left Turn Lane DocuSign Envelope ID: 96EAAF95-29F8-4FD2-8F3B-640929E1E20B 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 $ $ 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 20% x C Water Total (C + D) BOND AMOUNT FOR RECORDATION PRIOR 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. 2" Air and Vacuum Valve. 1" Service Connection ( No Meter) 6" Fire Hydrant (Super) 4" Blowoff 6" Blowoff 16" Gate Valve RS 18" Gate Valve RS 6" Fire Hydrant (Standard) 6" Gate Valve RS 8" Gate Valve RS 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 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 DocuSign Envelope ID: 96EAAF95-29F8-4FD2-8F3B-640929E1E20B 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 $ $ 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 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) 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. 2" Air and Vacuum Valve. 1" Service Connection ( No Meter) 18" Gate Valve RS 4" Blowoff 6" Blowoff 8" Gate Valve RS 12" Gate Valve RS 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 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 COST ITEM QUANTITY UNIT AMOUNT DocuSign Envelope ID: 96EAAF95-29F8-4FD2-8F3B-640929E1E20B 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 $ $ 0.00 $ $ 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 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 Rechannel Existing Manhole Join Existing 8" Pipe Shallow Manhole (5' or less) Clean out Clean out Lateral 30" VCP Standard Manhole 48" 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 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 DocuSign Envelope ID: 96EAAF95-29F8-4FD2-8F3B-640929E1E20B PARCEL MAP OR TRACT NO. SCH: DATE: PP, CU, PU, MS OR VL NO. $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ $ 0.00 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 37131 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) DocuSign Envelope ID: 96EAAF95-29F8-4FD2-8F3B-640929E1E20B PARCEL MAP OR TRACT MAP NO. DATE: IP: IMPROVEMENTS Street/Drainage $ 0.00 $ $ *Flood Control $ 0.00 $ $ Dom Wtr EMWD $ 738,576.00 $ $ Rec Wtr EMWD $ 380,253.60 $ $ Sewer EMWD $ 1,786,010.40 $ $ Total 2,904,840.00 $ $ Warranty Retention (10%) $ Construction items and their quantities, as shown on the attached sheets, are accurate for the improvements required to construct the above project and the mathmatical extensions, using City's unit costs, are accurate for determining bonding costs Above amounts do G do not G include additional 20% for recordation prior to having signed plans (Ordinance460, Section 10.3E). Signature Date Name Typed or printed RCE# Exp. Date Civil Engineer's Stamp *Flood Control Construction Cost Estimate to be provided by Flood Control District. Provide a copy of Flood Control District letter stating cost estmate. 1. Quantities are to be taken from the Improvement Plans. Unit cost are to be as provided on "City of Menifee Improvement Requirement Worksheet." 2. Show Performance Bond Amounts to the nearest $500.00. 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. 2,905,000.00 1,452,500.00 290,500.00 DESIGN ENGINEER'S CALCULATION OF IMPROVEMENT BONDING COSTS *** PLEASE READ INSTRUCTIONS BELOW *** 738,500.00 369,250.00 380,500.00 190,250.00 1,786,000.00 893,000.00 Construction Costs) Construction Costs) 0.00 0.00 0.00 0.00 FAITHFUL PERFORMANCE MATERIAL & LABOR SECURITY SECURITY (100% of Estimated (**50% of Estimated EMWD PLANS (W.O. 77-527) CITY OF MENIFEE ENGINEERING DEPARTMENT CONSTRUCTION COST WORKSHEET ROCKPORT RANCH RESIDENTIAL SUBDIVISION 37131 2/2/2022 Robert D. Dentino 45629 12/31/2022 February 2, 2022 12/31/22 DocuSign Envelope ID: 96EAAF95-29F8-4FD2-8F3B-640929E1E20B CITY OF MENIFEE ENGINEERING DEPARTMENT IMPROVEMENT REQUIREMENT WORKSHEET STREET AND DRAINAGE IMPROVEMENTS UNIT ROADWAY SECTION 1 Area = S.F. Excavation Cut (c) =C.Y. Road area and side slopes to daylight Fill (f) =C.Y. C.Y. $ 0.40 $ 0.00 C.Y. $ 1.10 $ 0.00 C.Y. $ 2.80 $ 0.00 TON $ 90.00 $ 0.00 Thickness in Feet (0.33' min.) = C.Y. $ 50.00 $ 0.00 Thickness in Feet = Ton $ 600.00 $ 0.00 ROADWAY SECTION 2 Area = S.F. Excavation 2. Projects without a Grading Plan: Cut (c) =C.Y. Road area and side slopes to daylight Fill (f) =C.Y. C.Y. $ 0.40 $ 0.00 C.Y. $ 1.10 $ 0.00 C.Y. $ 2.80 $ 0.00 TON $ 90.00 $ 0.00 Thickness in Feet (0.33' min.) = C.Y. $ 50.00 $ 0.00 Thickness in Feet = Ton $ 600.00 $ 0.00 ROADWAY SECTION 3 Area = S.F. Excavation 2. Projects without a Grading Plan: Cut (c) =C.Y. Fill (f) =C.Y. C.Y. $ 0.40 $ 0.00 C.Y. $ 1.10 $ 0.00 C.Y. $ 2.80 $ 0.00 TON $ 90.00 $ 0.00 Thickness in Feet (0.33' min.) = C.Y. $ 50.00 $ 0.00 Thickness in Feet = Ton $ 600.00 $ 0.00 L.F. $ 1.00 $ 0.00 S.F. $ 0.50 $ 0.00 S.Y. $ 0.60 $ 0.00 S.Y. $ 8.00 $ 0.00 L.F. $ 18.00 $ 0.00 L.F. $ 3.00 $ 0.00Remove A.C. Dike Grinding A.C. , in place Remove A.C. Pavement Remove Curb and Gutter 0.5 Asphalt Emulsion (Fog Seal/Paint Binder) (1 ton = 240 gals) - Sawcut Exist. A.C. Pavement Cold Plane A.C. Pavement (c.) Import and Fill - Asphalt Concrete (144 lbs/cu.ft) - 0.39 Agg Base Class II - (a.) Excavate and Fill - (b.) Excavate and Export - C.Y. $ 25.00 $ 0.00 Area x 0.50' (hinge point to hinge point) 0.5 Asphalt Emulsion (Fog Seal/Paint Binder) (1 ton = 240 gals) - 1. Projects with Grading Plan for Roadway (c.) Import and Fill - Asphalt Concrete (144 lbs/cu.ft) - 0.39 Agg Base Class II - (a.) Excavate and Fill - (b.) Excavate and Export - C.Y. $ 25.00 $ 0.00 Area x 0.50' (hinge point to hinge point) 0.67 Asphalt Emulsion (Fog Seal/Paint Binder) (1 ton = 240 gals) 1. Projects with Grading Plan for Roadway Asphalt Concrete (144 lbs/cu.ft) 0.42 Agg Base Class II If balance, provide (a.) only, either cut or fill If export, provide (a.)&(b.) a = fill, b = cut - fill If import, provide (a)&(c), a = cut, c = fill - cut (Unit costs for (a),(b), & (c) are 20% of actual costs to assure that work will be corrected to eliminate hazardous conditions.) (a.) Excavate and Fill - (b.) Excavate and Export - 2. Projects without a Grading Plan 1. Projects with Grading Plan for Roadway C.Y. $ (c.) Import and Fill - ITEM QUANTITY UNIT AMOUNT COST 25.00 $ 0.00 Area x 0.50' (hinge point to hinge point) DocuSign Envelope ID: 96EAAF95-29F8-4FD2-8F3B-640929E1E20B L.F. $ 7.50 $ 0.00 L.F. $ 10.00 $ 0.00 EA. $ 250.00 $ 0.00 S.F. $ 0.90 $ 0.00 L.F. $ 14.00 $ 0.00 L.F. $ 16.00 $ 0.00 L.F. $ 12.00 $ 0.00 L.F. $ 10.00 $ 0.00 L.F. $ 15.00 $ 0.00 L.F. $ 8.00 $ 0.00 L.F. $ 10.00 $ 0.00 S.F. $ 10.00 $ 0.00 S.F. $ 6.00 $ 0.00 S.F. $ 8.00 $ 0.00 S.F. $ 6.00 $ 0.00 EA. $ 1,500.00 $ 0.00 EA. $ 2,500.00 $ 0.00 L.F. $ 100.00 $ 0.00 L.F. $ 35.00 $ 0.00 L.F. $ 10.00 $ 0.00 L.F. $ 15.00 $ 0.00 L.F. $ 12.00 $ 0.00 EA. $ 1,000.00 $ 0.00 EA. $ 10,000.00 $ 0.00 EA. $ 5,000.00 $ 0.00 EA. $ 150.00 $ 0.00 EA. $ 400.00 $ 0.00 $ $ 0.00 $ $ 0.00 $ $ 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 Flat Outlet Drainage Structure Std 303 Curb Outlet Drainage Structure Std 308 Cut Off Wall ( Std 2' ) A. C. Overside Drain Under Sidewalk Drain Std 309 DRAINAGE Concrete Bulkhead Slope Anchors for Pipes Remove trees Landscape Fill Material Water Meter Electric Meter Colored Stamped Concrete Street Trees ( 15 Gallon ) Landscape and Irrigation LANDSCAPING Maintenance Walk STD 113 Adjust MH to Grade ( if no sewer plan ) Relocate Power Pole Street Lights (including conduit) Adjust Water Valve to Grade ( if no water plan ) Chain Link Fence ( 6' ) Relocate Fence Pipe Gate Barricades Metal Beam Guard RailingUtility Trench, one side (Edison, Telephone, Cable) (total length of Streets) P.C.C. Dip Section Std. 307 ADA Access Ramp (w/ new construction) ADA Access Ramp (in existing improvements) P.C.C. Cross Gutter and Spandrels P.C.C. Sidewalk P.C.C. Driveway Approach Type "D" Curb A.C. Dike (6")(incl. material & labor) A.C. Dike (8")(incl. material & labor) Curb and Gutter (Type A-8) Type "C" Curb Type "D-1" Curb Relocate Mailbox AC overlay (min. 0.10') Curb and Gutter (Type A-6) Remove Chain Link Fence Remove Barricade DocuSign Envelope ID: 96EAAF95-29F8-4FD2-8F3B-640929E1E20B S.F. $ 6.50 $ 0.00 S.F. $ 6.50 $ 0.00 C.Y. $ 400.00 $ 0.00 C.Y. $ 200.00 $ 0.00 C.Y. $ 80.00 $ 0.00 C.Y. $ 90.00 $ 0.00 C.Y. $ 100.00 $ 0.00 C.Y. $ 110.00 $ 0.00 C.Y. $ 100.00 $ 0.00 C.Y. $ 120.00 $ 0.00 C.Y. $ 130.00 $ 0.00 C.Y. $ 140.00 $ 0.00 L.F. $ 113.00 $ 0.00 L.F. $ 132.00 $ 0.00 L.F. $ 153.00 $ 0.00 L.F. $ 178.00 $ 0.00 L.F. $ 204.00 $ 0.00 L.F. $ 235.00 $ 0.00 L.F. $ 40.00 $ 0.00 L.F. $ 50.00 $ 0.00 L.F. $ 60.00 $ 0.00 L.F. $ 70.00 $ 0.00 L.F. $ 80.00 $ 0.00 L.F. $ 100.00 $ 0.00 EA. $ 2,500.00 $ 0.00 EA. $ 4,000.00 $ 0.00 EA. $ 7,500.00 $ 0.00 EA. $ 11,000.00 $ 0.00 EA. $ 14,500.00 $ 0.00 EA. $ 2,500.00 $ 0.00 EA. $ 3,500.00 $ 0.00 EA. $ 4,500.00 $ 0.00 EA. $ 5,000.00 $ 0.00 EA. $ 12,500.00 $ 0.00 EA. $ 12,500.00 $ 0.00 EA. $ 4,500.00 $ 0.00 EA. $ 5,000.00 $ 0.00 EA. $ 6,500.00 $ 0.00 EA. $ 2,700.00 $ 0.00 EA. $ 6,500.00 $ 0.00 C.Y. $ 400.00 $ 0.00 EA. $ 3,500.00 $ 0.00 $ $ 0.00 $ $ 0.00 $ $ 0.00 $ $ 0.00 $ $ 0.00 $ $ 0.00 $ $ 0.00 $ $ 0.00 S.F $ 2.50 $ 0.00 L.F. $ 0.21 $ 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 12" Painted Crosswalk & Limit Line Painted One-Way, No Passing Painted Two-Way Left Turn Lane 4" Painted Double Solid Stripes 6" Painted Bike Lane Stripes 8" Painted Channelizing Line 4" Painted Solid Stripes 4" Painted Solid Stripes (2 Coats ) 4" Painted Broken Stripes SIGNING, STRIPING AND SIGNALS Remove Painted Traffic Stripes and Markings Structural Reinforcement Concrete Headwall for 36" or smaller storm drain Manhole No. 2 Manhole No. 3 Manhole No. 4 Transition Structure No. 2 Transition Structure No. 3 Manhole No. 1 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 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' 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 24" R.C.P. round, arch or elliptical 30" R.C.P. round, arch or elliptical 36" R.C.P. round, arch or elliptical Grouted Rip Rap ( 1 Ton ) Method B Grouted Rip Rap ( 2 Ton ) Method B 18" R.C.P. round, arch or elliptical Rip Rap ( 2 Ton ) Method B Grouted Rip Rap ( 1/4 Ton ) Method B Grouted Rip Rap ( 1/2 Ton ) Method B Rip Rap ( 1/4 Ton ) Methob B ( 1.9 tons /CY) Rip Rap ( 1/2 Ton ) Method B Rip Rap ( 1 Ton ) Method B Interceptor Drain R.C. Box Culvert (2 - 3'X5' ) Concrete Channel Terrace Drain & Down Drain DocuSign Envelope ID: 96EAAF95-29F8-4FD2-8F3B-640929E1E20B S.F $ 2.70 $ 0.00 S.F $ 2.50 $ 0.00 L.F. $ 0.52 $ 0.00 L.F. $ 0.47 $ 0.00 L.F. $ 0.83 $ 0.00 L.F. $ 0.63 $ 0.00 L.F. $ 0.78 $ 0.00 L.F. $ 0.97 $ 0.00 L.F. $ 1.13 $ 0.00 L.F. $ 2.83 $ 0.00 S.F $ 3.61 $ 0.00 S.F. $ 2.25 $ 0.00 S.F. $ 3.00 $ 0.00 EA. $ 50.00 $ 0.00 EA. $ 100.00 $ 0.00 EA. $ 275.00 $ 0.00 EA. $ 150.00 $ 0.00 EA. $ 425.00 $ 0.00 EA. $ 250.00 $ 0.00 EA. $ 150.00 $ 0.00 EA. $ 300.00 $ 0.00 EA. $ 60.00 $ 0.00 EA. $ 40.00 $ 0.00 EA. $ 45.00 $ 0.00 EA. $ 3.75 $ 0.00 LS $ 250,000.00 $ 0.00 LS $ 150,000.00 $ 0.00 LS $ 100,000.00 $ 0.00 EA $ 450.00 $ 0.00 EA $ 400.00 $ 0.00 EA $ 500.00 $ 0.00 L.F. $ 25.00 $ 0.00 L.F. $ 30.00 $ 0.00 L.F. $ 35.00 $ 0.00 $ $ 0.00 LS $ 8,000.00 $ 0.00 LS $ 40,000.00 $ 0.00 LS $ 30,000.00 $ 0.00 LS $ 15,000.00 $ 0.00 A. $0.00 B. Administrative Contingency (20% x A) $ 0.00 C. CM - Inspection - LC (8%) $ 0.00 D Streets/Drainage Total (A + B)$0.00 Subtotal Design/submittals/review Mobilization Traffic Control 3" PVC Conduit & Fiber Optic Cable Survey Install Pull Box (#6) 2" PVC Interconnect Conduit & Cable 3" PVC Interconnect Conduit & Cable Retrofit of Ex. Traffic Signal & Lighting 6' Round Signal Loops Install Pull Box (#5) Pavement Marker, Reflective New Traffic Signal & Lighting (Major Intersection) New Traffic Signal & Lighting (Minor Intersection) Object Marker - Modified Type "F" Delineator Delineator ( Class 1 Type F) Delineator ( Class 2 ) Stop Sign & Post Road Sign on existing pole / post (One Post) Road Sign on existing pole / post (Two Post) Street Name Sign Install Sign ( Strap and Saddle Bracket Method) Install Sign (Mast Arm Hanger Method) Thermoplastic Cross Walk and Pavement Marking Remove, Sign, Salvage Relocate Roadside Sign Thermoplastic Two-Way Left Turn Lane Thermoplastic Pavement MarkingsThermoplastic Channelizing Limit Line and Pavement Marking 8" Thermoplastic Channelizing Line 12" Thermoplastic Crosswalk & Limit Line Thermoplastic One-Way, No Passing 4" Thermoplastic Broken Stripes 4" Thermoplastic Double Solid Stripes 6" Thermoplastic Bike Lane Stripes Painted Pavement Markings Remove Thermoplastic Trafffic Stripes and Markings 4" Thermoplastic Solid Stripes DocuSign Envelope ID: 96EAAF95-29F8-4FD2-8F3B-640929E1E20B UNIT L.F. $ 25.00 $ 0.00 L.F. $ 30.00 $ 0.00 L.F. $ 35.00 $ 352,590.00 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 $ 33,500.00 EA. $ 2,300.00 $ 0.00 EA. $ 6,270.00 $ 0.00 EA. $ 14,300.00 $ 0.00 EA. $ 4,000.00 $ 128,000.00 EA. $ 4,500.00 $ 0.00 EA. $ 3,500.00 $ 0.00 EA. $ 4,000.00 $ 52,000.00 EA. $ 2,400.00 $ 48,000.00 EA. $ 4,000.00 $ 0.00 EA. $ 800.00 $ 244,800.00 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 $ 6,600.00 EA. $ 3,150.00 $ 0.00 $ $ 0.00 $ $ 0.00 $ $ 0.00 $ $ 0.00 $ $ 0.00 $ $ 0.00 $ $ 0.00 $ $ 0.00 A. $512,900.00 B. $ 102,580.00 C. $615,480.00 D. $ 123,096.00 E. $738,576.00 20% x C Water Total (C + D) BOND AMOUNT FOR RECORDATION PRIOR TO HAVING SIGNED PLANS Subtotal Administrative Contingency (20% x A) Water Total (A + B) 8" Hot Tap 3 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. 20 2" Air and Vacuum Valve. 1" Service Connection ( No Meter) 306 6" Fire Hydrant (Super) 4" Blowoff 6" Blowoff 13 16" Gate Valve RS 18" Gate Valve RS 6" Fire Hydrant (Standard) 32 6" Gate Valve RS 8" Gate Valve RS 25 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 10,074 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 DocuSign Envelope ID: 96EAAF95-29F8-4FD2-8F3B-640929E1E20B 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 $ 212,030.00 L.F. $ 55.00 $ 214,665.00 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 $ 2,680.00 EA. $ 2,300.00 $ 11,500.00 EA. $ 6,270.00 $ 0.00 EA. $ 14,300.00 $ 0.00 EA. $ 3,500.00 $ 0.00 EA. $ 4,000.00 $ 12,000.00 EA. $ 2,400.00 $ 9,600.00 EA. $ 4,000.00 $ 0.00 EA. $ 800.00 $ 0.00 EA. $ 2,480.00 $ 0.00 EA. $ 2,780.00 $ 11,120.00 EA. $ 4,500.00 $ 0.00 EA. $ 200.00 $ 0.00 EA. $ 500.00 $ 500.00 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 $ $ 0.00 $ $ 0.00 $ $ 0.00 $ $ 0.00 $ $ 0.00 $ $ 0.00 $ $ 0.00 $ $ 0.00 $ $ 0.00 $ $ 0.00 A. $264,065.00 B. $ 52,813.00 C. $316,878.00 D. $ 63,375.60 E. $380,253.60 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) 8" Hot Tap 12" Hot Tap 1" Hot Tap 4" Hot Tap 6" Hot Tap Adjust Water Valve to Grade Removal of Blowoff 1 Join at existing end of 8" pipe 1 1-1/2" Service Connection ( No Meter) 2" Service Connection ( No Meter) 4 4" Service Connection ( No Meter) 1" Air and Vacuum Valve. 4 2" Air and Vacuum Valve. 1" Service Connection ( No Meter) 18" Gate Valve RS 4" Blowoff 6" Blowoff 3 8" Gate Valve RS 2 12" Gate Valve RS 5 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 3,903 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 6,058 COST ITEM QUANTITY UNIT AMOUNT DocuSign Envelope ID: 96EAAF95-29F8-4FD2-8F3B-640929E1E20B UNIT L.F. $ 25.00 $ 213,925.00 L.F. $ 30.00 $ 0.00 L.F. $ 35.00 $ 287,735.00 L.F. $ 46.00 $ 46,920.00 L.F. $ 54.00 $ 80,784.00 L.F. $ 90.00 $ 0.00 L.F. $ 55.00 $ 0.00 L.F. $ 62.00 $ 0.00 L.F. $ 72.00 $ 32,616.00 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 $ 285,305.00 L.F. $ 236.00 $ 0.00 EA. $ 3,140.00 $ 219,800.00 EA. $ 4,500.00 $ 0.00 EA. $ 3,300.00 $ 9,900.00 EA. $ 730.00 $ 0.00 EA. $ 200.00 $ 61,200.00 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 $ $ 0.00 $ $ 0.00 $ $ 0.00 $ $ 0.00 $ $ 0.00 $ $ 0.00 $ $ 0.00 $ $ 0.00 $ $ 0.00 A. $1,240,285.00 B. $ 248,057.00 C. $1,488,342.00 D. $ 297,668.40 E. $1,786,010.40 20% x C Sewer Total (C + D) Subtotal Administrative Contingency (20% x A) Sewer Total (A + B)BOND AMOUNT FOR RECORDATION PRIOR TO HAVING SIGNED PLAND ( ORD.460, 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) 3 Clean out Clean out Lateral 306 30" VCP Standard Manhole 48" 70 Standard Manhole 60" 21" VCP 24" VCP 27" VCP 1327 12" VCP 453 15" VCP 18" VCP 15" PVC SDR 35 Green 8" VCP 10" VCP 8" PVC SDR 35 Green 8221 10" PVC SDR 35 Green 1020 12" PVC SDR 35 Green 1496 COST 4" PVC SDR 35 (Use it for Residential Laterals) 8557 6" PVC SDR 35 Green CITY OF MENIFEE ENGINEERING DEPARTMENT IMPROVEMENT REQUIREMENT WORKSHEET SANITARY SEWER IMPROVEMENTS ITEM QUANTITY UNIT AMOUNT DocuSign Envelope ID: 96EAAF95-29F8-4FD2-8F3B-640929E1E20B PARCEL MAP OR TRACT NO. SCH: DATE: PP, CU, PU, MS OR VL NO. $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ $ 0.00 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 37131 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) DocuSign Envelope ID: 96EAAF95-29F8-4FD2-8F3B-640929E1E20B