2014 Annual Budget

Page 313

Village of Bensenville 5 ‐ Year Community Investment Plan

Category IL‐19 Watermain ‐ Design ‐ Construction ‐ Const Engr Church Street LAFO/STP ‐ Design ‐ Construction ‐ Const Engr Church Street LAFO/STP ‐ Design ‐ Construction ‐ Const Engr Jacquelyn (York to Delores) ‐8" 1250' Delores (David to Jacquelyn) ‐8" 800' Pamela (Belmont to Delores) ‐8" 1800' Stormwater storm sewer 50/50 storm sewer initiatives (misc) Creek Projects Storm Sewer Master Plan Projects Property Acquisition for Detention Storm Detention Redmond Mohawk (TIF 12) Mohawk Detention (TIF 12) ‐ Design ‐ Construction Redmond Capacity/Addison Creek H&H Analysis ‐ Design Wetland Violations ‐ Design ‐ Construction ‐ Const Engr/Maint TOTAL

Description Church Rd to Eastview

Watermain installation ‐ Grove to Jefferson

Watermain installation ‐ Jefferson to Grand

Property Acquisition Detention Basin on Park Dist property

$ 250,000.00 $ 125,000.00 $ 250,000.00 $ 1,000,000.00 $ 200,000.00 $ 500,000.00 $ ‐ $ 15,000.00 $ 200,000.00 $ 200,000.00 $ 175,000.00

2016

2017

2018

$ 600,000.00 $ 60,000.00

$ 33,805,275.00 $ 3,716,022.00 $ 619,270.00 $ 14,370,000.00 $ 6,149,930.00 $ 37,054,000.00 $ 17,108,700.00 $ 2,915,000.00 $ 115,738,197.00 Design Engineering Construction Engineering Construction Other (Plan Review, Analysis, Property Acquisition) TOTAL

Notes replace the 6‐in WM between the 12‐in WM on either side, the costs are high for 1000 LF of watermain due to traffic control, pavement restoration, and anticipated utility conflicts

2500 LF of watermain, pending STP grant award

$ 1,100,000.00 $ 110,000.00 $ 363,000.00 $ 363,000.00 $ 232,000.00 $ 232,000.00 $ 522,000.00 $ 522,000.00

5500 LF of watermain, pending STP grant award

$ 50,000.00 $ 50,000.00 $ 50,000.00 $ 50,000.00 $ 50,000.00 $ 25,000.00 $ 25,000.00 $ 25,000.00 $ 25,000.00 $ 25,000.00 $ 250,000.00 $ 1,000,000.00 $ 200,000.00 $ 500,000.00 $ 15,000.00 $ 200,000.00 $ 200,000.00

$ 175,000.00 $ 20,000.00 $ 25,000.00 $ 15,000.00 $ 10,000.00 Rectify existing wetland violation with Dupage County by following $ 10,000.00 $ 10,000.00 $ 7,500.00 proper procedures and maintenance $ 116,285,697.00 $ 36,785,605.00 $ 35,841,350.00 $ 12,553,972.00 $ 25,085,270.00 $ 9,782,900.00 detailed hydraulics & hydrology study

TOTAL (STREETS) TOTAL (SIDEWALKS) TOTAL (EQUIPMENT/VEHICLES) TOTAL (MUNICIPAL FACILITIES) TOTAL (ADVANCES / TRANSFERS) TOTAL (WASTEWATER TREATMENT) TOTAL (WATER) TOTAL (STORMWATER) TOTAL Engineering Capital Projects:

Cost 2014 2015 $ 56,000.00 $ 56,000.00 $ 850,000.00 $ 850,000.00 $ 85,000.00 $ 85,000.00 $ 30,000.00 $ 30,000.00 $ 600,000.00 $ 60,000.00 $ 55,000.00 $ 55,000.00 $ 1,100,000.00 $ 110,000.00 $ 726,000.00 $ 464,000.00 $ 1,044,000.00

$ 2,981,500.00 $ 89,000.00 $ 575,000.00 $ 11,580,000.00 $ 1,580,105.00 $ 15,704,000.00 $ 3,291,000.00 $ 745,000.00 $ 36,545,605.00 2014 $ 1,122,000.00 $ 310,000.00 $ 4,087,000.00 $ 675,000.00 $ 6,194,000.00

$ 8,818,655.00 $ 797,000.00 $ 44,270.00 $ 1,640,000.00 $ 1,502,725.00 $ 17,250,000.00 $ 4,543,700.00 $ 1,025,000.00 $ 35,621,350.00 2015 $ 847,515.00 $ 1,082,500.00 $ 28,674,340.00 $ 150,000.00 $ 30,754,355.00

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$ 2,755,000.00 $ 120,222.00 $ ‐ $ 1,075,000.00 $ 1,523,750.00 $ 2,050,000.00 $ 3,850,000.00 $ 1,092,500.00 $ 12,466,472.00 2016 $ 180,000.00 $ 1,390,530.00 $ 16,649,100.00 $ 150,000.00 $ 18,369,630.00

$ 14,325,120.00 $ 2,709,800.00 $ ‐ $ 75,000.00 $ 1,543,350.00 $ 2,050,000.00 $ 4,307,000.00 $ 75,000.00 $ 25,085,270.00 2017 $ 260,000.00 $ 325,000.00 $ 6,167,000.00 $ 150,000.00 $ 6,902,000.00

$ 4,925,000.00 $ 50,000.00 $ ‐ $ 75,000.00 $ 1,490,900.00 $ 2,050,000.00 $ 1,117,000.00 $ 75,000.00 $ 9,782,900.00 2018 $ ‐ $ 300,000.00 $ 6,917,000.00 $ 150,000.00 $ 7,367,000.00

Construct the detention basin in conjunction with park district recreational fields project Once the analysis is completed, determine which flood mitigation projects will provide most benefits and perform design for those only resolve the existing outstanding wetland violations the Village has incurred over the past years, construct them to per plan as it was designed to be and 3‐yr maintenance cycle


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