Feasibility Report nd Avenue South Improvements. Sauk Rapids, Minnesota. SEH No. SAUKR

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1 Feasibility Report nd Avenue South Improvements Sauk Rapids, Minnesota SEH No. SAUKR September 12, 2016

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3 September 12, 2016 RE: Sauk Rapids, Minnesota nd Avenue South Improvements SEH No. SAUKR Honorable Mayor and City Council c/o Mr. Ross Olson Administrator City of Sauk Rapids 250 Summit Avenue North Sauk Rapids, MN Dear Mayor and Members of the City Council: Enclosed is the Feasibility Report for the above referenced improvement. It includes recommendations, probable costs, and proposed assessments. Please contact me if you have any questions. Sincerely, Jon Halter, PE City Engineer djg P:\PT\S\SAUKR\138208\4-prelim-dsgn-rpts\feasibility report docx Engineers Architects Planners Scientists Short Elliott Hendrickson Inc., th Avenue South, P.O. Box 1717, St. Cloud, MN SEH is 100% employee-owned sehinc.com fax

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5 2017 2nd Avenue South Improvements Feasibility Report Sauk Rapids, Minnesota SEH No. SAUKR September 12, 2016 I hereby certify that this report was prepared by me or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Jon Halter, PE Date: 09/12/16 Lic. No.: Reviewed by: 09/12/16 Terrance S. Wotzka, PE Date Short Elliott Hendrickson Inc th Avenue South P.O. Box 1717 St. Cloud, MN

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7 Letter of Transmittal Certification Page Table of Contents Table of Contents Page 1.0 Introduction Feasibility and Recommendations Project Improvements Street Storm Sewer Sanitary Sewer Water Main Streetscaping Decorative Street Lighting Opinion of Probable Cost Financial Considerations Street Curb and Gutter Streetscaping Lighting Storm Sewer Sanitary Sewer Water Main Sewer and Water Connection Charges Financial Summary... 7 List of Tables Table 1 Summary of Cost... 4 Figure 1 Project Location Map Figure 2 Sanitary Sewer and Water Main Figure 3 Street and Storm Sewer Figure 4 Typical Sections List of Figures Appendix A Appendix B List of Appendices Opinion of Probable Cost Preliminary Assessment Map and Worksheet SEH is a registered trademark of Short Elliott Hendrickson Inc nd Avenue South Improvements SAUKR Feasibility Report Page i

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9 September 2016 Feasibility Report nd Avenue South Improvements Prepared for City of Foley, Minnesota 1.0 Introduction As authorized by the City Council, this Feasibility Report was prepared for improvements to 2 nd Avenue South as well as several side streets in the project area (see Figure 1). The improvements include installation of streets, water main, sanitary sewer, storm sewer, sidewalks, streetscaping aspects, and street lighting improvements. This report contains cost estimates and design recommendations for construction of streets, storm sewer, water main, and sanitary sewer improvements. This report has been developed based on preliminary field observations and discussions with City staff. 2.0 Feasibility and Recommendations The project, as presented in this report, is both cost effective and feasible from an engineering standpoint. The estimated project costs are presented to assist the City in deciding the feasibility of the project from a monetary standpoint. The improvements are necessary to replace deteriorating streets and utilities in the area. Based on information presented in this report, we make the following recommendations: 1. Construct utility, street, and drainage improvements as recommended herein. 2. Easements should be dedicated or retained as determined by the final project design. 3. Soil borings should be taken throughout project limits to determine subsurface conditions, such as the presence of high bedrock, soil types, and water table elevations. Final design would be subject to results of the geotechnical evaluation. 3.0 Project Improvements 3.1 Street 2 nd Avenue South: The proposed street improvements are shown in Figure 3. 2 nd Avenue will be reconstructed as a 46-foot wide urban section roadway. Both sides of the road will include 8-foot boulevards with 6-foot concrete sidewalks. The proposed structural section for 2 nd Avenue includes 12-inches of Class 5 aggregate base, 4.5-inches of bituminous, and geotextile fabric (see Figure 4). This section is typical for roads in the area of similar function. SAUKR Page 1

10 1 st Street South: The proposed street improvements are shown in Figure 3. 1 st Street South will be reconstructed as an urban section roadway that varies from 40-feet to 54-feet wide. Both sides of the road will include 6-foot concrete sidewalks installed behind the curb and gutter. The proposed structural section for 1 st Street South includes 12-inches of Class 5 aggregate base, 4.5-inches of bituminous, and geotextile fabric (see Figure 4). This section is typical for roads in the area of similar function. Side Streets (2 nd, 3 rd, and 4 th Street): The proposed street improvements are shown in Figure 3. The side streets will be reconstructed as a 32-foot wide urban section roadways. Proposed 6-foot concrete sidewalks for the side streets are shown on Figure 3. The proposed structural section for the side streets includes 8-inches of Class 5 aggregate base, 3.5-inches of bituminous, and geotextile fabric (see Figure 4). This section is typical for roads in the area of similar function. 6 th Street South: The proposed street improvements are shown in Figure 3. 6 th Street South will be reconstructed as a 30-foot wide urban section roadway. The proposed structural section for the side streets includes 8-inches of Class 5 aggregate base, 3.5-inches of bituminous, and geotextile fabric (see Figure 4). This section is typical for roads in the area of similar function. 3.2 Storm Sewer The proposed storm sewer improvements are shown in Figure 3. Concrete storm sewer pipes and catch basins are proposed throughout the project area. The storm sewer will connect to existing storm sewer systems near Benton Drive at 1 st Street South, 3 rd Street South, and 4 th Street South. There will also be a connection to the existing storm sewer at the northeast side of the Coborns parking lot at 2 nd Street South. Stormwater treatment is proposed to be provided by an underground storage chamber system. The chamber system will provide sedimentation, rate control, and volume control. The exact location and size of the chamber system will be determined during the design process; as the groundwater and bedrock information gathered will dictate how the chamber system is designed. Bedrock concerns have been raised in this area related to installation of the storm sewer mains. More information on the bedrock conditions will be known after soil borings and a geotechnical report is completed during the design phase. It is assumed 100 cubic yards of rock excavation will be needed to install the storm sewer. 3.3 Sanitary Sewer The proposed sanitary sewer improvements are shown in Figure 2. The existing gravity sanitary sewers on 2 nd Avenue South and 3 rd Street South will be replaced with PVC gravity sanitary sewers to match the existing sizes. In order to eliminate a long private services on 3 rd Street South and 6 th Avenue South, new gravity sanitary sewer mains are proposed to be extended into these areas. Slip lining the existing gravity main under 1 st Street South and the alley between Benton Drive and 2 nd Avenue is included in the project improvements nd Avenue South Improvements SAUKR Feasibility Report Page 2

11 Bedrock concerns have been raised in this area related to installation of the gravity sanitary sewer mains. More information on the bedrock conditions will be known after soil borings and a geotechnical report is completed during the design phase. It is assumed 250 cubic yards of rock excavation will be needed to install the sanitary sewer. Sewer services will be constructed from the sewer main to the property line (or as close to the building face as possible). Commercial services will be constructed of 6-inch diameter PVC pipe. Single-family residential sewer services will be constructed of 4-inch diameter PVC pipe. 3.4 Water Main The proposed water main improvements are shown in Figure 2. The existing water mains on 2 nd Avenue South, and 3 rd Street South will be replaced with 8-inch ductile iron water mains. Existing undersized water mains on 2 nd Avenue South from 3 rd Street South to 4 th Street South will be replaced and upsized to 8 ductile iron mains. In order to eliminate a long private services on 3 rd Street South and 6 th Avenue South, new 8- inch ductile iron water mains are proposed to be extended into these areas. Bedrock concerns have been raised in this area related to installation of the water mains. More information on the bedrock conditions will be known after soil borings and a geotechnical report is completed during the design phase. It is assumed 200 cubic yards of rock excavation will be needed to install the water main. Water services will be constructed from the water main to the property line (or as close to the building face as possible). Commercial water services will be 6-inch diameter ductile iron pipe. Single-family residential water services will be 1-inch diameter copper pipe, which is standard for most single-family water services. 3.5 Streetscaping Streetscaping improvements are proposed for 1 st Street South. The proposed improvements will include concrete sidewalks, paver accents, and boulevard trees. 2 nd Avenue South and the side streets will also include boulevard trees in areas where there is not utility conflicts or existing tree coverage. 3.6 Decorative Street Lighting Decorative lighting will be included for 1 st Street South and 2 nd Avenue South, and will be similar to the lighting installed as a part of the nd Avenue Improvements project. 4.0 Opinion of Probable Cost Itemized breakdowns of probable cost are presented in Appendix B. The breakdowns are presented to provide insight into the cost of various items of the total project. Total project costs are summarized in Table nd Avenue South Improvements SAUKR Feasibility Report Page 3

12 2 nd Avenue South & 1 st Street South Table 1 Summary of Cost Side Streets (2 nd Street S., 3 rd Street S., 4th Street S., and 6 th Street S.) Total Project Cost Construction $1,545,705 $574,011 $2,119,716 Contingency $154,570 $57,401 $211,971 Engineering $278,227 $103,322 $381,549 Legal and Admin $15,457 $5,740 $21,197 Financing $92,742 $34,441 $127,183 Total $2,086,701 $774,915 $2,861, Financial Considerations The proposed project presented is a street and utility reconstruction. Generally, these types of improvements are financed through special assessments to benefiting properties in the project area. The City must ultimately decide the method of financing and the time when City fees and charges will be collected. The following breakdowns are provided to assist the City in determining what portion of the total project cost the City may be responsible for. These figures are estimates and final figures would be determined by City staff at the completion of the project. 5.1 Street In conformance with current City assessment policy for street reconstruction, it is assumed all lots adjacent to the roadway being reconstructed will be assessed 25 percent of the street cost. The City and State Aid would pay the remaining street costs. 46- to 54-Foot Wide Street Assessments: For this report, it is assumed 25 percent of the street costs will be assessed to benefiting properties for properties fronting 1 st Street South and 2 nd Avenue South. The remaining 75 percent of the costs are assumed to be a State Aid cost. 30- to 32-Feet Wide Street Assessments: For this report, it is assumed 25 percent of the street costs will be assessed to benefiting properties for properties fronting 2 nd Street South, 3 rd Street South, 4 th Street South, and 6 th Street South. The remaining 75 percent of the costs are assumed to be a City cost. 2 nd Avenue South & 1 st Street South Side Streets (2 nd Street S., 3 rd Street S., 4th Street S., & 6 th Street S.) Total Estimated Total Cost $930,529 $418,688 $1,349,217 Estimated Assessment $232,632 $104,672 $337,304 Estimated State Aid $930,529 $0 $930,529 Estimated City Cost ($232,632) $314,016 $81, nd Avenue South Improvements SAUKR Feasibility Report Page 4

13 5.2 Curb and Gutter In conformance with current City assessment policy for street reconstruction, it is assumed all lots adjacent to the roadway being reconstructed will be assessed 25 percent of the curb and gutter cost. The City would pay the remaining curb and gutter costs. 2 nd Avenue South & 1 st Street South Side Streets (2 nd Street S., 3 rd Street S., 4th Street S., & 6 th Street S.) Total Estimated Total Cost $52,909 $43,367 $96,276 Estimated Assessment $17,591 $6,478 $24,069 Estimated State Aid $52,909 $0 $52,909 Estimated City Cost ($17,591) $36,889 $19, Streetscaping Streetscaping aspects have only been included on the 1 st Street South portion of the project. Boulevard trees are included for the remaining portions of the project, but are not considered streetscaping for this report, and associated costs are included in the street portion of the project. For this report, it is assumed 50 percent of streetscaping costs will be assessed to benefiting properties. The remaining 50 percent of the costs are assumed to be paid for with sales tax revenue. 2 nd Avenue South & 1 st Street South Side Streets (2 nd Street S., 3 rd Street S., 4th Street S., & 6 th Street S.) Total Estimated Total Cost $28,644 $0 $28,644 Estimated Assessment $14,322 $0 $14,322 Estimated State Aid $14,322 $0 $14,322 Estimated City Cost $0 $0 $0 5.4 Lighting Street lighting is proposed only for 1 st Street South and 2 nd Avenue South. For this report, it is assumed 50 percent of the lighting costs will be assessed to benefiting properties. The remaining 50 percent of the costs are assumed to be paid for with sales tax revenue. 2 nd Avenue South & 1 st Street South Side Streets (2 nd Street S., 3 rd Street S., 4th Street S., & 6 th Street S.) Total Estimated Total Cost $328,050 $0 $328,050 Estimated Assessment $164,025 $0 $164,025 Estimated State Aid $328,050 $0 $328,050 Estimated City Cost ($164,025) $0 ($164,025) nd Avenue South Improvements SAUKR Feasibility Report Page 5

14 5.5 Storm Sewer Current City drainage assessment policy for reconstruction is $0.22 per square foot (SF) of property. For properties included in the storm sewer assessment area, the entire parcel will be assessed for the storm sewer improvements. Property previously assessed for storm sewer improvements will not be included in the storm sewer assessment for this project. It is assumed 60 percent of the storm sewer costs will be state aid eligible. 2 nd Avenue South & 1 st Street South Side Streets (2 nd Street S., 3 rd Street S., 4th Street S., & 6 th Street S.) Total Estimated Total Cost $346,132 $66,825 $412,957 Estimated Assessment $80,819 $51,428 $132,247 Estimated State Aid $207,679 $0 $207,679 Estimated City Cost $57,634 $15,397 $73, Sanitary Sewer Current City policy is to not assess for sanitary sewer mains or services. The City is assumed responsible for all of the sanitary sewer costs for this project. 2 nd Avenue South & 1 st Street South Side Streets (2 nd Street S., 3 rd Street S., 4th Street S., & 6 th Street S.) Total Estimated Total Cost $199,363 $120,766 $320,129 Estimated Assessment $0 $0 $0 Estimated State Aid $0 $0 $0 Estimated City Cost $199,363 $120,766 $320, Water Main Current City policy is to not assess for water mains or services. The City is assumed responsible for all of the water main costs for this project. 2 nd Avenue South & 1 st Street South Side Streets (2 nd Street S., 3 rd Street S., 4th Street S., & 6 th Street S.) Total Estimated Total Cost $201,074 $125,269 $326,343 Estimated Assessment $0 $0 $0 Estimated State Aid $0 $0 $0 Estimated City Cost $201,074 $125,269 $326, Sewer and Water Connection Charges At the time properties make a new connection to the utilities or the property usage changes; sewer access (SAC) and water access (WAC) charges will be levied. Commercial SAC and WAC rates are to be determined by the City Engineer and approved by the City Council, based upon a review of the estimated use. The single-family residential (R-1) and the multi-family residential (R-2, R-3) 2017 WAC charge is $1,900 per connection. The single-family residential (R-1) and the multi-family residential (R-2, R-3) 2017 SAC charge is $1,900 per connection. These revenues may be nd Avenue South Improvements SAUKR Feasibility Report Page 6

15 used to pay for capital costs associated with construction of water and wastewater treatment facilities, wells, water storage facilities, generators, and lift station replacements. 5.9 Financial Summary In summary, the totals are as follows: 2 nd Avenue South & 1 st Street South Side Streets (2 nd Street S., 3 rd Street S., 4th Street S., & 6 th Street S.) Total Estimated Total Cost $2,086,701 $774,915 $2,861,616 Estimated Assessment $509,389 $162,578 $671,967 Estimated State Aid $1,533,489 $0 $1,533,489 Estimated City Cost $43,823 $612,337 $656, nd Avenue South Improvements SAUKR Feasibility Report Page 7

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17 List of Figures Figure 1 Project Location Map Figure 2 Sanitary Sewer and Water Main Figure 3 Street and Storm Sewer Figure 4 Typical Sections

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27 Appendix A Opinion of Probable Cost

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29 2017 2ND AVENUE IMPROVEMENTS 9/8/2016 FEASIBILITY STUDY SAUK RAPIDS, MN SEH NO. A-SAUKR OPINION OF PROBABLE COST 1ST STREET S. & 2ND AVE S. STATE AID ELIGIBLE 2ND STREET S., 3RD STREET S., 4TH STREET S., & 1ST STREET S. & 2ND AVE S. STATE AID ELIGIBLE 2ND STREET S., 3RD STREET S., 4TH STREET TOTAL PROJECT ITEM UNIT OF APPROXIMATE APPROXIMATE NO. ITEM DESCRIPTION MEASUREMENT QUANTITY QUANTITY UNIT PRICE AMOUNT AMOUNT AMOUNT STREET 1 MOBILIZATION LUMP SUM $50, $38, $11, $50, TRAFFIC CONTROL LUMP SUM $15, $11, $3, $15, SAWCUT BITUMINOUS PAVEMENT LIN FT 1, $3.00 $3, $1, $5, SAWCUT CONCRETE PAVEMENT LIN FT $5.00 $1, $1, $3, REMOVE BITUMINOUS PAVEMENT SQ YD 8, , $2.00 $17, $8, $26, REMOVE CONCRETE PAVEMENT SQ YD $4.00 $2, $2, $4, REMOVE CONCRETE SIDEWALK SQ YD 2, $2.50 $5, $ $6, REMOVE CONCRETE CURB & GUTTER LIN FT 3, , $3.00 $9, $8, $17, RESTORE STREETSCAPING SQ YD $ $10, $0.00 $10, REMOVE SANITARY MANHOLE EACH $ $0.00 $2, $2, REMOVE RC STORM SEWER PIPE LIN FT 1, $7.00 $7, $0.00 $7, REMOVE DRAINAGE STRUCTURE EACH $ $9, $0.00 $9, SALVAGE & REINSTALL IRRIGATION HEAD EACH $ $1, $ $1, REMOVE GATE VALVE & BOX EACH $ $0.00 $2, $2, SALVAGE HYDRANT & DELIVER TO CITY EACH $ $0.00 $1, $1, REMOVE WATER MAIN LIN FT , $3.00 $0.00 $6, $6, CLEAR & GRUB TREE $ $1, $1, $2, CLEAR & GRUB SHRUBS LUMP SUM $1, $ $ $1, PRIVATE UTILITY TRENCHING LIN FT $10.00 $1, $1, $2, COMMON EXCAVATION (PQ) CU YD 4, , $8.00 $38, $13, $51, AGGREGATE BASE CL 5 (CV) 100% CRUSHED QUARRY ROCK CU YD 3, , $28.00 $88, $31, $120, SUBGRADE EXCAVATION CU YD 1, $5.00 $7, $4, $12, AGGREGATE BASE CL 5 (LV) CU YD 2, , $20.00 $42, $22, $65, GEOTEXTILE FABRIC TYPE 5 SQ YD 9, , $2.00 $19, $10, $29, TYPE WEARING COURSE MIXTURE TON $70.00 $53, $26, $79, TYPE NON-WEARING COURSE MIXTURE TON 1, $68.00 $103, $34, $137, BITUMINOUS MATERIAL FOR TACK COAT GAL $3.50 $2, $ $3, B618 CONCRETE CURB & GUTTER LIN FT 3, , $12.00 $39, $32, $71, " CONCRETE WALK SQ FT 14, , $3.50 $50, $29, $79, PEDESTRIAN RAMP W/ TRUNCATED DOMES EACH $1, $14, $4, $18, RESIDENTIAL CONCRETE DRIVEWAY RESTORATION SQ YD $40.00 $5, $12, $17, COMMERCIAL CONCRETE DRIVEWAY RESTORATION SQ YD $50.00 $23, $17, $40, COMMERCIAL BITUMINOUS DRIVEWAY RESTORATION SQ YD $35.00 $15, $11, $27, SIGNING LUMP SUM $10, $7, $2, $10, " DOUBLE SOLID LINE YELLOW - PAINT LIN FT 1, $0.40 $ $0.00 $ " SOLID LINE WHITE - PAINT LIN FT 2, $0.25 $ $0.00 $ " STOP LINE WHITE - PAINT LIN FT $3.00 $ $96.00 $ ZEBRA CROSSWALK WHITE - PAINT SQ FT 1, $3.00 $3, $ $3, PAVEMENT MESSAGE - PAINT EACH $ $3, $0.00 $3, " DOUBLE SOLID LINE YELLOW - EPOXY LIN FT 1, $1.30 $2, $0.00 $2, " SOLID LINE WHITE - EPOXY LIN FT 2, $0.75 $2, $0.00 $2, " STOP LINE WHITE - EPOXY LIN FT $10.00 $2, $ $2, ZEBRA CROSSWALK WHITE - EPOXY SQ FT 1, $5.00 $5, $ $6, PAVEMENT MESSAGE - EPOXY EACH $ $6, $0.00 $6, SEEDING LUMP SUM $15, $11, $3, $15, TOPSOIL BORROW CU YD $15.00 $11, $11, $22, DECIDUOUS TREE (2.5" B&B) EACH $ $22, $11, $33, TREE GRATE EACH $1, $9, $0.00 $9, SILT FENCE, TYPE PRE-ASSEMBLED LIN FT $4.00 $ $ $ INLET PROTECTION EACH $ $8, $0.00 $8, ROCK CONSTRUCTION ENTRANCE EACH $ $4, $4, $8, PICK-UP STREET SWEEPER HR $ $ $ $1, SUBTOTAL STREET CONSTRUCTION $728, $342, $1,070, CONTINGENCY $72, $34, $107, ENGINEERING $131, $61, $192, LEGAL & ADMIN $7, $3, $10, FINANCING $43, $20, $64, TOTAL STREET $983, $462, $1,445, /8/2016

30 2017 2ND AVENUE IMPROVEMENTS 9/8/2016 FEASIBILITY STUDY SAUK RAPIDS, MN SEH NO. A-SAUKR OPINION OF PROBABLE COST 1ST STREET S. & 2ND AVE S. STATE AID ELIGIBLE 2ND STREET S., 3RD STREET S., 4TH STREET S., & 1ST STREET S. & 2ND AVE S. STATE AID ELIGIBLE 2ND STREET S., 3RD STREET S., 4TH STREET TOTAL PROJECT ITEM UNIT OF APPROXIMATE APPROXIMATE NO. ITEM DESCRIPTION MEASUREMENT QUANTITY QUANTITY UNIT PRICE AMOUNT AMOUNT AMOUNT STREETSCAPING 53 4" CONCRETE WALK SQ FT 4, $4.00 $16, $0.00 $16, CONCRETE PAVERS SQ FT $15.00 $2, $0.00 $2, DECIDUOUS TREE (2.5" B&B) EACH $ $2, $0.00 $2, SUBTOTAL STREETSCAPING $21, $0.00 $21, CONTINGENCY $2, $0.00 $2, ENGINEERING $3, $0.00 $3, LEGAL & ADMIN $ $0.00 $ FINANCING $1, $0.00 $1, TOTAL STREETSCAPING $28, $0.00 $28, /8/2016

31 2017 2ND AVENUE IMPROVEMENTS 9/8/2016 FEASIBILITY STUDY SAUK RAPIDS, MN SEH NO. A-SAUKR OPINION OF PROBABLE COST 1ST STREET S. & 2ND AVE S. STATE AID ELIGIBLE 2ND STREET S., 3RD STREET S., 4TH STREET S., & 1ST STREET S. & 2ND AVE S. STATE AID ELIGIBLE 2ND STREET S., 3RD STREET S., 4TH STREET TOTAL PROJECT ITEM UNIT OF APPROXIMATE APPROXIMATE NO. ITEM DESCRIPTION MEASUREMENT QUANTITY QUANTITY UNIT PRICE AMOUNT AMOUNT AMOUNT LIGHTING 56 STREET LIGHTING POLE $9, $243, $0.00 $243, SUBTOTAL LIGHTING $243, $0.00 $243, CONTINGENCY $24, $0.00 $24, ENGINEERING $43, $0.00 $43, LEGAL & ADMIN $2, $0.00 $2, FINANCING $14, $0.00 $14, TOTAL LIGHTING $328, $0.00 $328, /8/2016

32 2017 2ND AVENUE IMPROVEMENTS 9/8/2016 FEASIBILITY STUDY SAUK RAPIDS, MN SEH NO. A-SAUKR OPINION OF PROBABLE COST 1ST STREET S. & 2ND AVE S. STATE AID ELIGIBLE 2ND STREET S., 3RD STREET S., 4TH STREET S., & 1ST STREET S. & 2ND AVE S. STATE AID ELIGIBLE 2ND STREET S., 3RD STREET S., 4TH STREET TOTAL PROJECT ITEM UNIT OF APPROXIMATE APPROXIMATE NO. ITEM DESCRIPTION MEASUREMENT QUANTITY QUANTITY UNIT PRICE AMOUNT AMOUNT AMOUNT STORM SEWER 57 CONNECT TO EXISTING STORM SEWER EACH $1, $5, $0.00 $5, ROCK EXCAVATION CU YD $ $20, $0.00 $20, " RCP, CL V 3006 LIN FT $28.00 $6, $0.00 $6, " RCP, CL V 3006 LIN FT $30.00 $7, $0.00 $7, " RCP, CL III 3006 LIN FT $34.00 $19, $0.00 $19, "X73" RCP-A LIN FT $ $11, $0.00 $11, JET CLEAN STORM SEWER LIN FT 1, $2.00 $2, $0.00 $2, DRAINAGE STRUCTURE, DESIGN H EACH $1, $14, $0.00 $14, DRAINAGE STRUCTURE 4020 (48") EACH $2, $42, $0.00 $42, DRAINAGE STRUCTURE 4020 (60") EACH $3, $3, $0.00 $3, DRAINAGE STRUCTURE 4020 SPECIAL EACH $15, $15, $0.00 $15, CASTING SEAL EACH $ $7, $0.00 $7, UNDERGROUND STORAGE CHAMBER SYSTEM LUMP SUM $150, $100, $49, $150, SUBTOTAL STORM SEWER CONSTRUCTION $256, $49, $305, CONTINGENCY $25, $4, $30, ENGINEERING $46, $8, $55, LEGAL & ADMIN $2, $ $3, FINANCING $15, $2, $18, TOTAL STORM SEWER $346, $66, $412, /8/2016

33 2017 2ND AVENUE IMPROVEMENTS 9/8/2016 FEASIBILITY STUDY SAUK RAPIDS, MN SEH NO. A-SAUKR OPINION OF PROBABLE COST 1ST STREET S. & 2ND AVE S. STATE AID ELIGIBLE 2ND STREET S., 3RD STREET S., 4TH STREET S., & 1ST STREET S. & 2ND AVE S. STATE AID ELIGIBLE 2ND STREET S., 3RD STREET S., 4TH STREET TOTAL PROJECT ITEM UNIT OF APPROXIMATE APPROXIMATE NO. ITEM DESCRIPTION MEASUREMENT QUANTITY QUANTITY UNIT PRICE AMOUNT AMOUNT AMOUNT WATER MAIN 69 CONNECT TO EXISTING WATER MAIN EACH $1, $4, $3, $7, ROCK EXCAVATION CU YD $ $10, $30, $40, TEMPORARY WATER SERVICE LUMP SUM $10, $6, $4, $10, HYDRANT EACH $3, $10, $3, $14, " GATE VALVE AND BOX EACH $1, $10, $5, $16, " GATE VALVE AND BOX EACH $1, $27, $3, $30, " WATER MAIN - DUCTILE IRON CL 52 LIN FT 1, $32.00 $40, $29, $70, " WATER MAIN - DUCTILE IRON CL 52 LIN FT $26.00 $19, $1, $21, FITTINGS POUND 1, $7.00 $10, $ $11, " CORPORATION EACH $ $0.00 $2, $2, " CURB STOP EACH $ $0.00 $2, $2, " COPPER WATER SERVICE LIN FT $18.00 $0.00 $4, $4, " PLUG WITH 1" CORP EACH $ $4, $ $4, CONNECT TO EXISTING WATER SERVICE EACH $ $3, $2, $6, " INSULATION SQ YD $20.00 $ $0.00 $ SUBTOTAL WATER MAIN CONSTRUCTION $148, $92, $241, CONTINGENCY $14, $9, $24, ENGINEERING $26, $16, $43, LEGAL & ADMIN $1, $ $2, FINANCING $8, $5, $14, TOTAL WATER MAIN $201, $125, $326, /8/2016

34 2017 2ND AVENUE IMPROVEMENTS 9/8/2016 FEASIBILITY STUDY SAUK RAPIDS, MN SEH NO. A-SAUKR OPINION OF PROBABLE COST 1ST STREET S. & 2ND AVE S. STATE AID ELIGIBLE 2ND STREET S., 3RD STREET S., 4TH STREET S., & 1ST STREET S. & 2ND AVE S. STATE AID ELIGIBLE 2ND STREET S., 3RD STREET S., 4TH STREET TOTAL PROJECT ITEM UNIT OF APPROXIMATE APPROXIMATE NO. ITEM DESCRIPTION MEASUREMENT QUANTITY QUANTITY UNIT PRICE AMOUNT AMOUNT AMOUNT SANITARY SEWER 84 ROCK EXCAVATION CU YD $ $15, $35, $50, CONNECT TO EXISTING SANITARY SEWER EACH $1, $5, $2, $7, " PVC SANITARY SEWER (SDR 35) LIN FT $32.00 $28, $18, $47, " PVC SANITARY SEWER (SDR 35) LIN FT $35.00 $0.00 $7, $7, " PVC SANITARY SEWER (SDR 35) LIN FT $40.00 $16, $0.00 $16, SANITARY SEWER MANHOLE (0-8 FT) EACH $2, $16, $8, $24, EXCESS MANHOLE DEPTH LIN FT $ $4, $2, $7, COARSE FILTER AGGREGATE (CV) CU YD $20.00 $5, $3, $9, " X 6" PVC SERVICE WYE (SDR 26) EACH $ $2, $0.00 $2, " X 6" PVC SERVICE WYE (SDR 26) EACH $ $2, $0.00 $2, " X 4" PVC SERVICE WYE (SDR 26) EACH $ $0.00 $2, $2, " PVC SERVICE PIPE (SDR 26) LIN FT $20.00 $10, $0.00 $10, " PVC SERVICE PIPE (SDR 26) LIN FT $18.00 $0.00 $4, $4, CONNECT TO EXISTING SERVICE EACH $ $3, $2, $5, " SANITARY SEWER PIPE LINER LIN FT $40.00 $29, $0.00 $29, CORE SERVICE LINE EACH $ $ $0.00 $ CLEAN AND TELEVISE SANITARY SEWER LIN FT 1, $3.00 $3, $2, $6, CASTING SEAL EACH $ $1, $ $2, " INSULATION SQ YD $20.00 $ $ $ SUBTOTAL SANITARY SEWER CONSTRUCTION $147, $89, $237, CONTINGENCY $14, $8, $23, ENGINEERING $26, $16, $42, LEGAL & ADMIN $1, $ $2, FINANCING $8, $5, $14, TOTAL SANITARY SEWER $199, $120, $320, /8/2016

35 2017 2ND AVENUE IMPROVEMENTS 9/8/2016 FEASIBILITY STUDY SAUK RAPIDS, MN SEH NO. A-SAUKR ITEM NO. SUMMARY ITEM DESCRIPTION OPINION OF PROBABLE COST UNIT OF MEASUREMENT 1ST STREET S. & 2ND AVE S. STATE AID ELIGIBLE APPROXIMATE QUANTITY 2ND STREET S., 3RD STREET S., 4TH STREET S., & 1ST STREET S. & 2ND AVE S. STATE AID ELIGIBLE 2ND STREET S., 3RD STREET S., 4TH STREET TOTAL PROJECT APPROXIMATE QUANTITY UNIT PRICE AMOUNT AMOUNT AMOUNT SUBTOTAL CONSTRUCTION $1,545, $574, $2,119, CONTINGENCY $154, $57, $211, ENGINEERING $278, $103, $381, LEGAL & ADMIN $15, $5, $21, FINANCING $92, $34, $127, TOTAL $2,086, $774, $2,861, P:\PT\S\SAUKR\138208\4-prelim-dsgn-rpts\[SAUKR estimate report xls]Estimate 7 9/8/2016

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37 Appendix B Figure 5 Preliminary Assessment Map Preliminary Assessment Worksheet

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39 DIVISION STREET 1ST STREET S. 2 1 BENTON DRIVE RD AVENUE S. 23 2ND STREET S. 4TH AVENUE S. 24 9/8/2016 9:34:25 AM SEH FILE P:\PT\S\SAUKR\138208\2-proj-mgmt\25-cost-est\PAW\PAW map.dgn 0 N ND AVENUE S RD STREET S TH STREET S TH STREET S. BENTON DRIVE 36 6TH STREET S FILE NO ND STREET SOUTH IMPROVEMENTS DATE: PAW MAP 09/12/16 SAUK RAPIDS, MN SAUKR FIGURE NO. 5

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41 1 9/8/ ND AVENUE SOUTH IMPROVEMENTS 9/12/2016 SAUK RAPIDS, MINNESOTA ASSESSMENT RATES SEH No. SAUKR ' TO 32' WIDE STREET (25%) $61.72 / LF 46' TO 54' STREET (25%) $96.61 / LF CURB & GUTTER (25%) $4.33 / LF STORM SEWER $0.22 / SF STREESCAPING LEVEL (50%) $29.71 / LF PRELIMINARY ASSESSMENT HEARING DATE: OCTOBER 11, 2016 LIGHTING (50%) $65.40 / LF PARCEL ID NO. 46' TO 54' WIDE STREET 30' TO 32' WIDE STREET (6) CURB & GUTTER (1) STORM SEWER STREETSCAPING (2) LIGHTING TOTAL PROPERTY DESCRIPTION OWNER OF RECORD FRONTAGE ASSESSMENT FRONTAGE ASSESSMENT FRONTAGE ASSESSMENT SQUARE ASSESSMENT FRONTAGE ASSESSMENT FRONTAGE ASSESSMENT ASSESSMENT SECT-23 TWP-036 RANGE-031 RIALTO BUILDING PARTNERSHIP 134 $12, $ $ ,450 $5, $3, $8, $31, C/O QUARLES & BRADY Lot-020,021,022,023,024,025,026 ATTN: L S SHIFFLETT ,028,029 & 030 Block N LASALLE ST, STE 4000 CHICAGO, IL SECT-23 TWP-036 RANGE-031 WELLS FARGO BANK 60 (5) $5, $ $ ,560 (7) $4, (5) $1, (5) $3, $16, C/O THOMSON PROP TAX SERVICES LOT-1,2,3,4,5,6,7,8,9,10,11,12,&13 PO BOX BLOCK-46 CARLSBAD, CA SECT-23 TWP-036 RANGE-031 COBORN REALTY CO INC 658 (3)(4) $63, (4) $3, $5, ,238 $36, $8, (3)(4) $43, $160, ST ST S LOT 1 & LOT 2 THRU 40 & VAC ALLEY SAUK RAPIDS, MN & PART VAC 2ND ST, BLOCK SECT-23 TWP-036 RANGE-031 COBORN REALTY CO INC 110 1ST ST S LOT 15, AND LOT 16 THRU 20, & PART VAC SAUK RAPIDS, MN ALLEY & PART VAC 2ND ST, BLOCK SECT-23 TWP-036 RANGE-031 COBORN REALTY CO LTD PARTNER C/O DANIEL COBORN LOT 1,2,3,4,5,6,7,8,9,10,11,12,13,14,21,22, COBORN BLVD ,25,26,27,28,29,30,31,32,33,34,35,36,37 ST CLOUD, MN ,39,40,&VAC ALLEY & PART VAC 2ND ST BLOCK SECT-23 TWP-036 RANGE-031 BROTT BROTHERS LLC 0 $ (2) $3, $ ,084 $1, $ $0.00 $5, OAK PRESERVE CT LOTS 17,& 1/2 VAC ALLEY ST CLOUD, MN LOT LOT 19 LESS HWY EASEMENT LOT 20,21,22,&23 EXC HWY & 1/2 VAC ALLEY LOT 24 EXC HWY AND 1/2 VACATED ALLEY BLOCK SECT-23 TWP-036 RANGE-031 BROTT BROTHERS LLC 100 (4) $9, (4) $3, $1, ,400 $3, $ $6, $24, OAK PRESERVE CT Lot-009 Block-043 ST CLOUD, MN & LOTS 10,11,12,13,14,15 & 16 & 1/2 VACATED ALLEY SECT-23 TWP-036 RANGE-031 DINGMANN,DOUGLAS R 75 $7, $ $ ,870 $3, $ $4, $15, TH AVE N Lot-005 Block-043 SAUK RAPIDS, MN WLY 40 FT OF LOT 5 & ALL OF LOTS 6,7 & 8 AND 1/2 VAC ALLEY & LOTS 25,26 & 27 EXC RR & HWY SECT-23 TWP-036 RANGE-031 KURT J SCHIMNICH & 75 $7, $ $ ,029 $2, $ $4, $14, ARMELLA A SCHIMNICH REV TR Lot-003 Block TH AVE S & LOT 4 & ELY 94 FT OF LOT 5 SAUK RAPIDS, MN & LOTS 28 & 29 EXC HWY & RR RT OF WAY BLK 43 & 1/2 VAC ALLEY SECT-23 TWP-036 RANGE-031 SCHWEGEL BROTHERS PROPERTIES 78 (2)(4) $7, (2)(4) $3, $ ,802 $1, $ (2) $5, $19, LINCOLN AVE Lot-001 Block-043 SAUK RAPIDS, MN & LOT 2 & 1/2 VAC ALLEY SECT-23 TWP-036 RANGE-031 SCHWAGEL BROS PROPERTIES 78 (2)(4) $7, (2)(4) $3, $1, ,957 $2, $ (2) $5, $19, LINCOLN AVE Lot-015 Block-042 SAUK RAPIDS, MN & LOTS & PART OF LOTS 8 THRU 14 & LOT 18 N & E OF BENTON DR EXC RR R/W SECT-23 TWP-036 RANGE-031 DANIEL P EHLERT & 100 $9, $ $ $ $ $6, $16, KAREN S EHLERT Lot-007 Block ND AVE S & LOT 8 LESS SLY.68 FT STE 103 SAUK RAPIDS, MN SECT-23 TWP-036 RANGE-031 JOHN DRAGICH & 100 $9, $ $ $ $ $6, $16, MICHELLE DRAGICH Lot-010 Block ND AVE S & SLY.68 FT OF LOT 8 & ALL OF SAUK RAPIDS, MN LOT 9

42 2 9/8/ ND AVENUE SOUTH IMPROVEMENTS 9/12/2016 SAUK RAPIDS, MINNESOTA ASSESSMENT RATES SEH No. SAUKR ' TO 32' WIDE STREET (25%) $61.72 / LF 46' TO 54' STREET (25%) $96.61 / LF CURB & GUTTER (25%) $4.33 / LF STORM SEWER $0.22 / SF STREESCAPING LEVEL (50%) $29.71 / LF PRELIMINARY ASSESSMENT HEARING DATE: OCTOBER 11, 2016 LIGHTING (50%) $65.40 / LF 46' TO 54' WIDE STREET 30' TO 32' WIDE STREET (6) CURB & GUTTER (1) STORM SEWER STREETSCAPING (2) LIGHTING TOTAL PARCEL ID NO. PROPERTY DESCRIPTION OWNER OF RECORD FRONTAGE ASSESSMENT FRONTAGE ASSESSMENT FRONTAGE ASSESSMENT SQUARE ASSESSMENT FRONTAGE ASSESSMENT FRONTAGE ASSESSMENT ASSESSMENT SECT-23 TWP-036 RANGE-031 US BANK CORPORATE PROPERTIES 100 (4) $9, (4) $3, $1, $ $ $6, $20, ATTN: TAX DEPT Lot-011 Block LAKE ST E & LOT 12 MINNEAPOLIS, MN SECT-23 TWP-036 RANGE-031 TONY HOMMERDING 125 (4) $12, (4) $3, $1, $ $ $8, $25, ND AVE S Lot-007 Block-031 SAUK RAPIDS, MN & LOT 8 & THE N 25 FT OF LOT 9 C/D BANKVISTA PO BOX 338 SARTELL, MN SECT-23 TWP-036 RANGE-031 ROGER W HALLER & 75 $7, $ $ $ $ $4, $12, KALA A HALLER Lot-010 Block BROADWAY AVE S & S 25 FT OF LOT 9 SAUK RAPIDS, MN SECT-23 TWP-036 RANGE-031 COBORN'S INC 100 (4) $9, (4) $3, $1, $ $ $6, $20, C/O DON R WETTER PRESIDENT Lot-011 Block HWY 23 E & LOT 12 PO BOX 6146 ST CLOUD, MN SECT-23 TWP-036 RANGE-031 SAUK RAPIDS INVESTMENTS LLC 50 (4) $4, (4) $3, $ ,200 $1, $ $3, $14, VETERANS DR Lot-009 Block-032 ST CLOUD, MN & 1/2 VAC ALLEY SECT-23 TWP-036 RANGE-031 SAUK RAPIDS INVESTMENTS LLC 100 $9, $ $ ,400 $3, $ $6, $19, VETERANS DR Lot-010 Block-032 ST CLOUD, MN & LOT 11 & 1/2 VAC ALLEY SECT-23 TWP-036 RANGE-031 DINGMANN FAMILY LTD PTSHP 100 $9, $ $ ,400 $3, $ $6, $19, PO BOX 119 Lot-012 Block-032 SAUK RAPIDS, MN & LOT 13 & 1/2 VAC ALLEY SECT-23 TWP-036 RANGE-031 DINGMANN FAMILY LTD PTSHP 100 $9, $ $ ,053 $3, $ $6, $20, PO BOX 119 Lot-014 Block-032 SAUK RAPIDS, MN & LOT 15 & 1/2 VAC ALLEY SECT-23 TWP-036 RANGE-031 TODD D MICHEAU 100 $9, $ $ ,000 $3, $ $6, $19, TH ST S Lot-007 Block-033 SAUK RAPIDS, MN & LOT SECT-23 TWP-036 RANGE-031 RALPH W WORM & 100 $9, $ $ ,000 $3, $ $6, $19, SUSAN M BIEDERMAN Lot-009 Block ND AVE S & LOT 10 SAUK RAPIDS, MN SECT-23 TWP-036 RANGE-031 GERALD J PLACHECKI REV TR 0 $ $ $ ,000 $3, $ $6, $9, C/O GERALD J PLACHECKI Lot-011 Block TH ST S & LOT 12 ST CLOUD, MN SECT-23 TWP-036 RANGE-031 THE GRACE APARTMENTS LLC 0 $ (5) $3, $ $ $ $0.00 $4, KENDALL CT Lot-001 Block-030 SARTELL, MN & LOTS 2 & SECT-23 TWP-036 RANGE-031 MARY K PALLANSCH-HOLT 0 $ (5) $3, $ $ $ $0.00 $4, RONNEBY RD NE Lot-006 Block-031 FOLEY, MN SECT-23 TWP-036 RANGE-031 DUSTIN SCHULZETENBERG 0 $ $4, $ $ $ $0.00 $4, RD ST S Lot-001 Block-031 SAUK RAPIDS, MN WLY 1/2 OF LOTS 1 & SECT-23 TWP-036 RANGE-031 KURT J SCHIMNICH & 0 $ (5) $3, $ $ $ $0.00 $3, JULIE A SCHIMNICH Lot-001 Block TH ST NE ELY 1/2 OF LOTS 1 & 2 SAUK RAPIDS, MN SECT-23 TWP-036 RANGE-031 GARY J STANG 0 $ (5) $3, $ ,200 $1, $ $0.00 $5, WINNEBAGO RD Lot-008 Block-032 SARTELL, MN & 1/2 VAC ALLEY SECT-23 TWP-036 RANGE-031 GARY J STANG 0 $ $ $0.00 7,200 $1, $ $0.00 $1, WINNEBAGO RD Lot-007 Block-032 SARTELL, MN & 1/2 VAC ALLEY SECT-23 TWP-036 RANGE-031 GARY J STANG 0 $ $ $0.00 7,200 $1, $ $0.00 $1, WINNEBAGO RD Lot-006 Block-032 SARTELL, MN & 1/2 VAC ALLEY

43 3 9/8/ ND AVENUE SOUTH IMPROVEMENTS 9/12/2016 SAUK RAPIDS, MINNESOTA ASSESSMENT RATES SEH No. SAUKR ' TO 32' WIDE STREET (25%) $61.72 / LF 46' TO 54' STREET (25%) $96.61 / LF CURB & GUTTER (25%) $4.33 / LF STORM SEWER $0.22 / SF STREESCAPING LEVEL (50%) $29.71 / LF PRELIMINARY ASSESSMENT HEARING DATE: OCTOBER 11, 2016 LIGHTING (50%) $65.40 / LF PARCEL ID NO. 46' TO 54' WIDE STREET 30' TO 32' WIDE STREET (6) CURB & GUTTER (1) STORM SEWER STREETSCAPING (2) LIGHTING TOTAL PROPERTY DESCRIPTION OWNER OF RECORD FRONTAGE ASSESSMENT FRONTAGE ASSESSMENT FRONTAGE ASSESSMENT SQUARE ASSESSMENT FRONTAGE ASSESSMENT FRONTAGE ASSESSMENT ASSESSMENT SECT-23 TWP-036 RANGE-031 DINGMANN FAMILY LTD PTSHP 0 $ $ $ ,400 $3, $ $0.00 $3, PO BOX 119 Lot-004 Block-032 SAUK RAPIDS, MN & LOT 5 & 1/2 VAC ALLEY SECT-23 TWP-036 RANGE-031 KEITH LOCHEN 0 $ $ $0.00 7,920 $1, $ $0.00 $1, GROUSE CT Lot-003 Block-032 ST CLOUD, MN & THE N 5 FT OF LOT 2 & ELY 1/2 VAC ALLEY SECT-23 TWP-036 RANGE-031 NORBERT DOCKENDORF 0 $ $ $ ,218 $3, $ $0.00 $3, RD AVE S Lot-001 Block-032 SAUK RAPIDS, MN & LOT 2 LESS N 5 FT OF LOT SECT-23 TWP-036 RANGE-031 DAVID J HENKEMEYER & 0 $ $ $ ,000 $4, $ $0.00 $4, DEBORAH G HENKEMEYER Lot-004 Block TH ST S & LOTS 5 & 6 SAUK RAPIDS, MN SECT-23 TWP-036 RANGE-031 ETHEL N FORBES 0 $ $ $ ,500 $2, $ $0.00 $2, TH ST S Lot-001 Block-033 SAUK RAPIDS, MN W 1/2 OF LOTS 1,2 & SECT-23 TWP-036 RANGE-031 EDWARD L MAIER & 0 $ $ $ ,500 $2, $ $0.00 $2, HELEN M MAIER Lot-001 Block TH ST S E 1/2 OF LOTS 1,2 & 3 SAUK RAPIDS, MN SECT-23 TWP-036 RANGE-031 GARY J BAUER & 0 $ $8, $ ,843 $4, $ $0.00 $13, MARY E BAUER Lot-001 Block RD AVE S & LOT 2 & W 35 FT OF LOT 3 SAUK RAPIDS, MN SECT-23 TWP-036 RANGE-031 ALLEN F OLMSCHEID & 0 $ $4, $ ,038 $1, $ $0.00 $6, VIRGINIA M OLSCHEID Lot-004 Block TH ST S & E 15 FT OF LOT 3 SAUK RAPIDS, MN SECT-23 TWP-036 RANGE-031 MARIE NOVAK MADGWICK & 0 $ $6, $ ,857 $3, $ $0.00 $9, ROBERT CHARLES MADGWICK Lot-005 Block TH ST S & LOT 6 SAUK RAPIDS, MN SECT-23 TWP-036 RANGE-031 EDWARD L MAIER & 0 $ (2) $4, $ ,415 $2, $ $0.00 $7, HELEN M MAIER Lot-007 Block TH ST S & LOT 8 SAUK RAPIDS, MN SECT-23 TWP-036 RANGE-031 JEFFREY R HANSEN & 0 $ (2) $5, $ ,548 $2, $ $0.00 $7, STAGER'S ADDN TO SAUK RAPIDS BONNIE J HANSEN Lot-009 Block TURTLE CT & LOT 10 LESS E FT COLD SPRING, MN SECT-23 TWP-036 RANGE-031 THOMAS J MITCHELL & 0 $ $6, $ ,870 $3, $ $0.00 $9, MAISY MITCHELL Lot-012 Block TH AVE N & LOT 13 EXC HWY ST CLOUD, MN C/D BEVERLY MARY KUKLOK EILERSTEN TH ST NE SAUK RAPIDS, MN SECT-23 TWP-036 RANGE-031 HOLLY J STOWE 0 $ $3, $ ,000 $1, $ $0.00 $4, TH ST S Lot-011 Block-004 SAUK RAPIDS, MN SECT-23 TWP-036 RANGE-031 LEE TORBORD 0 $ (2) $11, $ ,932 $6, $ $0.00 $18, TYROL DR Lot-007 Block-004 ST CLOUD, MN & LOT W/LE TO DOROTHY ANN KEEHR SECT-23 TWP-036 RANGE-031 EDWARD L MAIER & 0 $ (2) $4, $ ,037 $2, $ $0.00 $6, STAGER'S ADDN TO SAUK RAPIDS HELEN M MAIER Lot-006 Block TH ST S W 81 FT OF LOTS 6,7 & 8 SAUK RAPIDS, MN EXC N FT OF LOT 6 TOTAL 2,408 $232, ,696 $104, ,558 $24, ,121 $132, $14, ,508 $164, $671, (1) CURB AND GUTTER FRONTAGE IS ACTUAL FRONTAGE (2) ODD SHAPED PARCELS HAVE AN ADJUSTED FRONT FOOTAGE BASED ON THE AREA OF THE LOT DIVIDED 10,500 SQAURE FEET (WHICH IS DEFINED AS THE AVERAGE LOT SIZE) AND THEN MULTIPLIED BY 75 FEET (WHICH IS DEFINED AS THE AVERAGE LOT FRONTAGE). (3) 50% OF THE PROPERTY AREA WAS USED IN THE ODD SHAPE LOT ADJUSTMENT SINCE HALF THE PROPERTY FRONTS BENTON DRIVE (4) CORNER LOT ADJUSTMENT (5) THE SHORT SIDE OF THE LOT WAS INCLUDED IN A PREVIOUS ASSESSSMENT, THEREFORE, PER THE CORNER LOT ADJUSTMENT, THIS ASSESSMENT INCLUDES 1/2 THE LONG SIDE (UP TO 60') (6) PER THE ASSESSMENT POLICY, RESIDENTIAL LOTS WILL BE ASSESSED 25% THE COST OF AN EQUIVALENT 32' WIDE ROADWAY. ALL OTHER PROPERTIES WILL BE ASSESSED 25% OF THE ACTUAL ROADWAY WIDTH. (7) 10,590 SF OF THIS PROPERTY WAS PREVIOUSLY ASSESSED FOR STORM SEWER P:\PT\S\SAUKR\138208\2-proj-mgmt\25-cost-est\PAW\paw.XLS

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