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2004-1-13 Feasibility Report; 2004 Prairie Run Improvments , � � ' � Feasibility Report � 2004 Prairie Run Improvements � � Albertville, MN , � ' , SEH No. A-ALBEV 0409 I � � January 13, 2004 , � ' � � � � =SEN � SHORT ELLIOTT HENDRICKSON INC Multidisciplined. Single Source. , ' � � , � � ' � � r � � � � � � t t � r - - 1200 25th Avenue South, P.O. Box 1717, St. Cloud, MN 56302-1717 320.229.4300 320.229.4301 FAX � drehitecture • engineering • enr�ironmental • trans�ort¢tion � January 13, 2004 RE: Albertville, Minnesota 1 2004 Prairie Run Improvements SEH No. A-ALBEV 0409 � , Honorable Mayor and City Council c/o Mr. Larry Kruse, Administrator City of Albertville � 5975 Main Avenue NE P.O. Box 9 Albertville, MN 55301-0009 � Dear Honorable Mayor and City Council: � Enclosed is the Feasibility Report for the above referenced improvement. It includes recommendations with probable costs. � Please contact me if you have any questions. • Short Elliott Hendrickson Inc.00 (SEH) , Si c r y, � P J. , � City Engineer djg � u:�a�albev�040900keport�reportdeb.doc ' � � ' i ' Short Elliott Hendrickson Inc. • Your Trusted Resource • Equal Opportunity Employer � � 2004 Prairie Run Improvements Feasibility Report , Albertville, MN , SEH No. A-ALBEV 0409 ' January 13, 2004 � ' � 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 Stat�of Minnesota. � , Steve Windingland, E � Date: � �� 3 � Lic. No.: 42721 � Reviewed by: eter J. arlson, E O1/13/04 , ' � Short Elliott Hendrickson Inc. � 1200 25th Avenue South P.O. Box 1717 St. Cloud, MN 56302-1717 1 320.229.4300 � ' �' � ' ' ' i 1 t 1 ! � � � i 1 1 � 1 1 t � � Table of Contents � Letter of Transmittal Certification Page Table of Contents � Page ' 1.0 Conclusions and Recommendations ..........................................................1 2.0 Introduction ...................................................................................................1 � 2.1 Background............................................................................................. 1 3.0 Existing Conditions. 2 3.1 Property...................................................................................................2 , 3.2 Utilities.....................................................................................................2 4.0 Proposed Improvements ..............................................................................2 � 4.1 Streets.................................................................................................... 2 4.2 Utilities............................................ .2 4.3 Storm Water............................................................................................3 , 5.0 Alternatives....................................................................................................3 6.0 Selected Alternatives....................................................................................3 ��I � 7.0 Probable Costs..............................................................................................3 .8.0 Proposed Assessments................................................................................3 � 8.1 Other Assumptions..................................................................................4 , List of Figures ' Figure 1 —Location Map 1 Figure 2—Proposed Street Locations Figure 3—Proposed Water Main Locations � Figure 4—Proposed Sanitary Sewer Locations Figure 5—Proposed Storm Sewer Locations ' � � SEH is a registered trademark of Short Elliott Hendrickson Inc. Feasibility Report A-ALBEV 0409 City of Albertville Page i � r � Table of Contents (Continued) � List of Appendices � Appendix A Opinion of Probable Cost - Prairie Run Appendix B Opinion of Probable Cost - Settlers Path & Kyler Avenue Extension � Appendix C Opinion of Probable Cost - Lift Station Improvements , List of Tables Table 1 Summary of Opinion of Probable Costs ' Table 2 Acreage of Affected Properties Table 3 Individual Assessment Totals ' Table 4 Assessment Schedule/Debt Service , ' � � , ' , ' i ' Feasibilit Re ort A-ALBEV 0409 Y P City of Albertville Page ii , � � , r � � � � � � � � � � � � � � � � January 13,2003 � � j Feasibility Report � 2004 Prairie Run Improvements ' Prepared for City of Albertville ' 1.0 Conclusions and Recommendations , Having investigated the facts relating to construction of the proposed improvements, the project is feasible, cost-effective, and necessary. Based on information presented in this report, the following � recommendations are presented: 1. Construct sanitary sewer, water main, storm sewer, and bituminous ' streets consistent with Albertville City standards to accommodate the Prairie Run Development. . 2. Construct a storm water pond to allow treatment of runoff from the , street area. 3. Construct a lift station on northeast corner of the property 1 bordering the Prairie Run development to the east, owned by Bob Heuring, to provide adequate sanitary sewer availability for Prairie Run and future development. ' 2.0 Introduction This report covers the proposed utility and street construction for the ' 2004 Prairie Run Development in Albertville, Minnesota. A project location map (Figure 1) is included in the Appendix. Construction is proposed for the early summer of 2004. � 2.1 Background The 2004 Prairie Run development is to consist of 52 single-family residential lots. It is located on the northwest corner of Jason Avenue ' and La Beaux Avenue NE on the property formerly owned by Bob Heuring, now Dean R. Johnson Construction. This property's historic use has been pastureland, but it has recently been rezoned to a Planned � Urban Development (PUD) residential. The property along Kyler Avenue is zoned Commercial. ' A-ALBEV 0409 Page 1 � � . � � � ' , , � � ' 1 ' , i 1 1 � 1 r ' ' 3.0 Existing Conditions 3.1 Property , This will be a new residential development located on an area currently undeveloped. The area has been used as pastureland for many years. The property's east border is La Beaux Ave NE (CR 19), � southern border is NE Jason Avenue, and the north and west borders are existing residential properties. , 3.2 Utilities Sanitary sewer and water main exist on the western border of the plat. There is a gravity sewer stub at this border that does not provide , enough depth to serve the proposed property without implementation of a new lift station. There are also sanitary sewer and water main stubs on the north end of the property bordering Prairie Run to the east ' under Kyler Avenue. This gravity sewer stub is also too shallow to provide depth adequate to serve the entire development. , 4.0 Proposed Improvements 4.1 Streets I Street improvements (Figure 2) will consist of a 34-foot and 38-foot wide street sections on Settlers Path, Kyler Avenue, Prairie Court, Meadow Court, and Trappers Pass. A surmountable curb and gutter ' will be used to allow flexibility in placement of future driveways. Prairie Court, Meadow Court, and Trappers Pass each terminate in a cul-de-sac with a radius of 46-feet. The private drive at the west end of , Settlers Path will be a 28-foot wide street section and will terminate in a cul-de-sac which will have a radius of 36-feet. A right-turn/bypass lane configuration should be constructed at the , new intersection of CSAH 18 and Underwood Drive as required by the County. ' 4.2 Utilities ''I Water main improvements (Figure 3) will consist of connecting to an existing S-inch water main on the southwest corner of the plat and ' extending it along Settlers Path to the east edge of the plat, then north along Kyler Avenue to connect to the other water main stub on the northeast corner of the property. Six-inch water main will extend from � Settlers Path to the end of the cul-de-sacs on Prairie Court, Meadow Court, and Trappers Pass. Fire hydrants will be placed approximately 500-feet apart for fire protection and flushing purposes. � Gravity sanitary sewer pipe will be constructed under each of the proposed streets (Figure 4). A lift station will be constructed on ' northeast corner of the property to provide adequate depth for Prairie Run and future development. � 2004 Prairie Run Improvements A-ALBEV 0409 Albertville, MN Page 2 � � , ' � ' ' , ' � ' ' , r � � � � � � � ' 4.3 Storm Water Drainage will be accomplished through use of a storm sewer system (Figure 5). The storm water will be drained to a sedimentation pond on ' ' the north side of the proposed plat. Once treated, the storm water will eventually enter the exiting drainage ditch that runs east and west along the north side of the property. � 5.0 Aiternatives ' The following alternatives were evaluated for sanitary sewer, water main, and storm sewer needs of Prairie Run: 1. No build. ' 2. Construct sanitary sewer, water main, storm sewer, and bituminous streets consistent with Albertville City standards to accommodate ' the Prairie Run Development. 6.0 Selected Alternatives , The selected alternative is to construct sanitary sewer, water main, storm sewer, and bituminous streets. `No Build' was not an option because the property has been sold with the intent to develop into a ' residential community and it meets all of the zoning requirements. 7.0 Probable Costs ' See attached Appendix A, B & C. 8.0 Proposed Assessments ' The attached Table 1 summarizes the costs from the Engineer's Opinion of Probable Costs. The costs associated with Prairie Run, Settlers Path and Kyler Avenue would be paid for by a bond and ' repaid over a 5-year period by the individuals who's property is affected. The City's trunk sanitary sewer fund would pay for the costs associated with the lift station. ' Table 2 includes the areas of each ro ert borderin the Settlers Path P P Y g , and Kyler Avenue Extension Improvements. The percentages of the acreages of the properties benefiting by these improvements are what was used to divide the street and utility costs associated. Table 3 uses , these percentages and shows the total costs for each property that is used to determine the proposed assessments. ' An Assessment Schedule is included as Table 4 that shows how the properties are to be assessed based on a 5-year bond for the amount of the Engineers Opinion of Probable Cost. ' , 2004 Prairie Run Improvements A-ALBEV 0409 Albertville, MN Page 3 � � ' , � ' , ' ' ' , ' ' ' ' 1 ' , I , III � � , 8.1 Other Assumptions � Site grading paid by developer. 1 • Utilities including streets, storm sewer, sanitary sewer, and water main within the development to be paid by developer. , These utilities outside of the plat's boundary to be paid by adjoining property owners. Construction cost of improvements made outside the plat is based on the acreage of the benefiting ' parcels. • The lift station should be sized to serve this development area only. The cost for the lift station would be paid by the City's ' Trunk Sanitary Sewer fund. � The adjoining properties benefiting from these improvements , are proposed to have their assessments deferred 2 years, although interest will accrue. The Prairie Run development would have its payments frontloaded for the first 2 years and , reduced for the remaining 3 years. � ' , � ' I ' ' , I , ' ' 2004 Prairie Run Improvements A-ALBEV 0409 Albertville, MN Page 4 ' � '�� ' I, ' ' ' ' 1 ' � ' ' ' , ' ' ' , ' , r � � i List of Figures Figure 1 —Location Map ' Figure 2—Proposed Street Locations Figure 3— Proposed Water Main Locations ' Figure 4—Proposed Sanitary Sewer Locations Figure 5— Proposed Storm Sewer Locations , ' ' ' , , ' ' � ' ' , , � ' , i 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 � ��-,�., � „.....;� ' ... �...___,_._ . ._....... . _ . . . . . .. _ . . ... . li „< ? "� f _� .�'� f . ,, ,� ```'``\ . � +i __. ' i — .�F�: �„�-i.``� �... '� . '�., , `�,,\�.. . � ' --' � \ .i y 1 �(`-��. y� . �__._ --r--r- .. �- i- •.;� ,4� f`� .. a } . �. r�'F-. 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Box 1717, St.Cloud, MN 56302-1717 320.229.4300 320229.4301 FAX , - architecturc • engineering • environ m entat • transportation � 2004 PRAIRIE RUN IMPROVEMENTS 01/12J04 ALBERNILLE,MN A-ALBEV 0409 PRAIRIE RUN CONSTRUCTION � OPINION OF PROBABLE COST ITEM UNIT OF UNIT NO. ITEM DESCRIPTION MEASUREMENT QUANTITY PRICE TOTAL AMOUNT ' 1 STANDARD SILT FENCE LF 4,500.00 $1.40 $6,300.00 ' 2 CLEAR/GRUB AC 5.00 $3,500.00 $17,500.00 3 EXCAVATION CY 68,000.00 $1.60 $108,800.00 4 IMPORT CY 18,000.00 $6.63 $119,340.00 ' 5 TOPSOIL REPLACEMENT CY 18,5�0.00 $1.20 $22,200.00 �� � � � T� � �' ���,� , ��i�„� `� ,�� , 6 6"SUBGRADE PREPARATION LF 2,892.00 $1.50 $4,338.00 ' 7 RAISE STRUCTURES MH'S-TW ICE EA 12.00 $400.00 $4,800.00 8 RAISE STRUCTURES GV'S-TWICE EA 5.00 $300.00 $1,500.00 9 AGGREGATE BASE 8"CL V-100%CRUSHED TONS 7,000.00 $10.65 $74,550.00 � 10 BITUMINOUS MN/DOT 2.5"2331 BASE TONS 1,750.00 $29.75 $52,062.50 11 TACK COAT(.05 GAUSQ YD) GAL 620.00 $2.20 $1,364.00 , � 12 BITUMINOUS MN/DOT 1.5'2341 WEAR TONS 1,300.00 $35.10 $45,630.00 13 B618 CONCRETE C&G-PEDS INCIDENTAL LF 6,300.00 $11.00 $69,300.00 14 5'WIDE 4"THICK SIDEWALK(6° � DW INCIDENTAL) SQ YD 700.00 $26.00 $18,200.00 � 15 CL 5 FOR SIDEWALK 6" TONS 223.00 $12.00 $2,676.00 16 BYPASS&TURN LANES SQ YD 1,000.00 $16.00 $16,000.00 _ 17 STREET SIGNS EA 4.00 $250.00 $1,000.00 � 18 STOP SIGNS ` EA 4.00 $330.00 $1,320.00 19 STREET LIGHTS EA 7.00 $1,800.00 $12,600.00 , 20 12'RCP CL V _ LF 1,002.00 $17.00 $17,034.00 21 15'RCP CL V LF 675.00 $20.00 $13,500.00 22 18"RCP CL V LF 613.00 $22.00 $13,486.00 ' 23 21"RCP CL 4 LF 264.00 $26.45 $6,982.80 24 24"RCP CL III LF 136.00 $29.80 $4,052.80 � 25 27"RCP CL III LF 90.00 $36.70 $3,303.00 26 30"RCP CL Iil LF 135.00 $43.15 $5,82525 27 36"RCP CL III LF 108.00 $55.00 $5,940.00 ' 28 CATCH BASIN 27"(W/CASTING ASSEMBLI� EA 7.00 $785.00 $5,495.00 29 CATCH BASIN 2'X3'(W/CASTING ASSEMBLl7 EA 8.00 $1,300.00 $10,400.00 ' 30 CBMH&STMH(W/CASTING ASSEMBLI� EA 14.00 $1,350.00 $18,900.00 31 12"FES W�fRASH GUARD EA 1.00 $625.00 $625.00 32 15"FEES WlfRASH GUARD EA 2.00 $650.00 $1,300.00 �' 1 1/13/2004 ;' � Short Elliott Hendrickson Inc. • Your Trusted Resource • Equal Opportunity Employer � ' � � ' , � ' � � r � � � � � t � � � � 2004 PRAIRIE RUN IMPROVEMENTS 01/12/04 ' ALBERNILLE,MN A-ALBEV 0409 PRAIRIE RUN CONSTRUCTION � OPINION OF PROBABLE COST ITEM UNIT OF UNIT NO. ITEM DESCRIPTION MEASUREMENT GIUANTITY PRICE TOTAL AMOUNT 1 33 24"FES W/TRASH GUARD EA 2.00 $1,000.00 $2,000.00 34 36"FES WlTRASH GUARD EA 3.00 $2,150.00 $6,450.00 ' 33 8"PVC SDR 35(OR EQUIVALENT) LF 335.00 $17.40 $5,829.00 34 8"PVC SDR 35(OR EQUIVALEN� LF 367.00 $20.00 $7,340.00 35 8"PVC SDR 35(OR EQUIVALENT) LF 313.00 $22.00 $6,886.00 � 36 8°PVC SDR 26(OR EQUIVALEN� LF 304.00 $24.00 $7,296.00 37 8"PVC SDR 26(OR EQUIVALENT) LF 308.00 $26.00 $8,008.00 38 8"PVC SDR 26(OR EQUIVALENT) LF 333.00 $29.00 $9,657.00 ' 39 8"PVC SDR 26(OR EQUIVALEN� LF 346.00 $35.00 $12,110.00 40 8"PVC SDR 26(OR EQUIVALENT) LF 321.00 $40.00 $12,840.00 � 41 STANDARD MANHOLES(8 FT)(W/MH CASTING) EA 12.00 $2,150.00 $25,800.00 42 MH OVERDEPTH>8' LF 95.00 $90.00 $8,550.00 43 6"PVC SERVICES LF 2,133.00 $24.00 $51,192.00 � 44 8"X 6"WYES EA 53.00 $75.00 $3,975.00 - .e, c:, '.��'� `,�a" 45 8" DIP LF 1,719.00 $18.15 $31,199.85 1 46 6`D�P LF 195.00 $16.10 $3,139.50 47 8"RW GATE VALVE&BOX EA 5.00 $800.00 $4,000.00 48 HYDRANT&GATE VALVE EA 7.00 $2,600.00 $18,200.00 ' 49 FITTINGS LBS 2,250.00 $1.80 $4,054.50 50 1'COPPER SERVICE LF 2,081.00 $11.00 $22,891.00 � 51 1'CORP&CURB STOP EA 53.00 $160.00 $8,480.00 52 CONNECTTO EXISTING WATER MAIN EA 1.00 $1,000.00 $1,000.00 � SUBTOTAL-CONSTRUCTION $947,222.20 CONTINGENCY $189,444.44 ENGINEERING $170,500.00 � LEGAL,FISCAL,AND ADMINISTRATIVE $113,666.66 GRAND TOTAL $1,420,833.30 , uu�m.Nnaoeornr�«n�somace.epa,.bs�.sernea ' ; ' 2 1/13/2004 i 1 � � ' � � , , ' � , � � � � � . 1 ' ' � , - � 1200 25th Avenue South, P.O. Box 1717, St.Cloud, MN 56302-1717 320229.4300 320.229.4301 FAX � architecture en�ineering environmental transportation , 2004 PRAIRIE RUN IMPROVEMENTS 01/13/04 ALBERNILLE,MN A-ALBEV 0409 ' SETTLERS PATH AND KYLER AVENUE EXTENSION OPINION OF PROBABLE COST � ITEM UNIT OF UNIT NO. ITEM DESCRIPTION MEASUREMENT QUANTITY PRICE TOTAL AMOUNT 1 COMMON EX(PQ) CY 5,000.00 $4.00 $20,000.00 � 2 AGGREGATE BASE CLASS 5,100%CRUSHED ROCK(PQ) CY 1,000.00 $18.00 $18,000.00 3 SELECT GRANULAR BORROW(PQ) CY 3,200.00 $8.00 $25,600.00 4 WEARING COURSE MIXTURE TYPE MV3 TN 600.OQ $34.00 $20,400.00 , 5 NON WEARING COURSE MIXTURE TYPE MV3 TN 800.00 $33.00 $26,400.00 6 BITUMINOUS MATERIAL FOR TACK COAT GA 176.00 $1.50 $264.00 7 CONC CURB&GUTTER DES D418 LF 2,300.00 $8.00 $18,400.00 ' 8 GEOTEXTiLE FABRIC SY 5,000.00 $1.25 $6,250.00 9 4"PERF CORR PE PIPE DRAIN W/SOCK LF 2,000.00 $4.00 $8,000.00 � 10 COARSE FILTER AGGREGATE TN 150.00 $18.00 $2,700.00 11 ROCK CONSTRUCTION ENTRANCE,MAINTAINED EA 1.00 $5�0.00 $500.00 12 SEEDWG AC 1.00 $1,500.00 . $1,500.00 , 13 STREET SIGNS EA 4.00 $300.00 $1,200.00 �i , I 14 DES H DRAINAGE STRUCTURE EA 2.00 $1,300.00 $2,600.00 I ' 15 DES 4020 DRAINAGE STRUCTURE EA 2.00 $1,350.00 $2,700.00 16 12'RC PIPE SEWER DES 3006 CLV LF 44.00 $17.00 $748.00 17 15'RC PIPE SEWER DES 3006 CLV LF 50.00 $20.00 $1,000.00 I 1 18 18'RC PIPE SEWER DES 3006 CLV LF 36.00 $22.00 $792.00 I 19 21'RC PIPE SEWER DES 3006 CL4 LF 40.00 $26.45 $1,058.00 20 15'RC APRON EA 1.00 $650.00 $650.00 II ,� 21 21'RC APRON EA , 1.00 $750.00 $750.00 i 22 RANDOM RIP RAP CL III W/GEO-TEX FILTER BLANKET CY 50.00 $50.00 $2,500.00 �I �� � � ;�. . � , d, . � � � 23 8° PVC SDR 35(OA EQUIVALENT) LF � 701.00 $17.40 $12,197.40 ' 24 8'PVC SDR 28(OR EQUIVALENT) LF 370.00 $40.00 $14,800.00 25 STANDARD MANHOLES(8Ff)(W/MH CASTING) EA 5.00 $2,150.00 $10,750.00 � 26 MH OVERDEPTH>8' LF 75.00 $90.00 $6,750.00 27 8'x4"WYE&BEND EA 10.00 $75.00 $750.00 I ' 28 4'PVC SERVICE,SDR 26 LF 333.00 $12.00 $3,996.00 27 MANHOLE OVER EXIST 8'PVC EA 1.00 $2,650.00 $2,650.00 28 8"PLUG EA 1.00 $25.00 $25.00 ' i' 1 1/13/2004 � Short Elliott Hendrickson inc. • Your Trusted Resource • Equal Opportunity Employer � ,� 2004 PRAIRIE RUN IMPROVEMENTS 01/13/04 � ALBERNILLE,MN A-ALBEV 0409 SETTLERS PATH AND KYLER AVENUE EXTENSION ' OPINION OF PROBABLE COST ITEM UNIT OF UNIT �i � NO. ITEM DESCRIPTION MEASUREMENT �UANTITY PRICE TOTAL AMOUNT �,II 29 8'DIP LF 1,188.00 $18.15 $21,56220 � i � 30 6'DIP LF 47.00 $16.10 $756.70 I 31 8'RW GATE VALVE&BOX EA 3.00 $800.00 $2,400.00 32 HYDRANT&GATE VALVE EA 3.00 $2,600.00 $7,800.00 33 1'CORPORATION EA 10.00 $70.00 $700.00 � 34 1'TYPE K COPPER PIPE LF 333.00 $10.00 $3,330.00 35 1'CURB STOP&BOX EA 10.00 $110.00 $1,100.00 � 36 3'INSULATION SY 50.00 $15.00 $750.00 37 FITTINGS LBS 885.00 $1.80 $1,593.00 38 CONNECT TO EXISTING WATER MAIN EA 1.00 $1,000.00 $1,000.00 tSUBTOTAL-CONSTRUCTION $254,922.30 CONTIN�ENCY $25,492.23 ' ENGINEERING $43,336.79 LEGAL,FISCAL,AND ADMINISTRATIVE $25,492.23 . GRAND TOTAL $349,243.55 ' uw���noaoeoa,.PwHesame�.repw�.�a:�sEmea , � � � , I� i' 2 1l13/2004 .� � � � , � , � i ! 1 1 i 1 1 1 1 1 i � r - - 1200 25th Avenue South, P.0.Box 1717,St. Cloud, MN 56302-1717 320.229:4300 320.229.4301 FAX - architecture • engineering • environmental • transfiortation , L 2004 PRAIRIE RUN IMPROVEMENTS 01l13/04 ALBERNILLE,MN A-ALBEV 0409 ' TRUNK SANITARY SEWER OPINION OF PROBABLE COST ITEM UNIT OF UNIT � NO. ITEM DESCRIPTION MEASUREMENT QUANTITY PRICE TOTAL AMOUNT 1 UFT STATION IMPROVEMENTS LS 1.00 $80,000.00 $80,000.00 ' 2 4"DIP FORCEMAIN LF 900.00 $20.00 $18,000.00 SUBTOTAL-CONSTRUCTION $98,000.00 � CONTINGENCY $9,800.00 � ENGINEERING $14,700.00 ' „ LEGAL,FISCAL,AND ADMINISTRATIVE $9,800.00 GRAND TOTAL $132,300.OQ , U:W�ebeNDC09W�repoRyEatinate repal.�dsJSETRER . � . ' , 1 � , ' I' i' �' . 1 1/13/2004 ;� Short EUiott Hendrickson inc. • Your Trusted Resource • Equal Opportunity Employer � . , ' � ' w . , � ' i i t i 1 1 1 1 � 1 1 1 � � � i Tables � Table 1 Summary of Opinion of Probable Costs Table 2 Acreage of Affected Properties Table 3 individual Assessment Totals ' Table 4 Assessment Schedule/Debt Service �. ' � ' , ' � , ' ' ,,,' 1' i� - � ' � � ' ' ' i I 1 1 1 1 1 1 1 1 ! � :� � 2004 Prairie Run Improvements 01/13/04 ' Albertville, MN A-ALBEV 0409 � Table 1 -Summary of Opinion of Probable Costs Settlers Path& Trunk Sanitary Prairie Run Kyler Ave. Sewer ' Site Grading $274,140 Streets $305,341 $149,214 ' Storm Sewer $115,293 $12,798 Sanitary Sewer $159,483 $51,918 , Water Main $92,965 $40,992 Lift Station& FM $98,000 � Total Construction $947,222 $254,922 $98,000 Contingency $189,444 $25,492 $9,800 � Engineering $170,500 $43,337 $14,700 Legal, Fiscal, Admin $113,667 $25,492 $9,800 ' Grand Total $1,420,833 $349,243 $132,300 ' . , � U:W�albev1040900Veport�(assess steve.xls]individual ' ' , ' j:., �:, ;� [� 2004 Prairie Run Improvements 01/13/04 Albertville, MN A-ALBEV 0409 ' Table 2-Acrea e of Borderin Pro erties I ' 9 9 p ,' Acres Percent of Total Bob Heuring 10.94 64.2% Tom Finken 4.55 26J% City Truck Station 1.56 9.1% ' Total 17.05 100% , , ' , ' U:W�albev�040900\report�[assess steve.�ds)individual , ' � , '> ' � � 1,' , ' ' , , ' ' , 1 , ' ' , ' ' ' ' ' ' ' ' 2004 Prairie Run Improvements 01/13/04 Albertville, MN A-ALBEV 0409 ' ` Table 3-Individual Assessment Totals ' Prairie Run Site Gradin , Streets &Utilities $947,222 ' Sub Total $947,222 Soft Costs" $473,611 Total $1,420,833 ' Bob Heuring Street& Utilities (64.2%of Total) $163,660 Sub Total $163,660 . Soft Costs" $60,554 }� Total $224,214 , Tom Finken Street& Utilities (26.7%of Total) $68,064 I � Sub Total $68,064 Soft Costs' $25,184 Total $93,248 � City Truck Station Street& Utilities (9.1%of Total) $23,198 Sub Total $23,198 . � Soft Costs* $8,583 Total $31,781 ' Grand Total $1,770,076 *Soft Costs include Engineering, Legal, Fiscal,Admin and Contingency � � _� � :� �, ',� , ' 1 ' ' ' � ' , ' � ' 1 ' ' ' � ' ' � � 2004 Prairie Run (mprovements 01/13/04 Albertville, MN ' A-ALBEV 0409 Table 4-Assessment Schedule/Debt Service ' 2005 2006 2007 2008 2009 Prairie Run $403,209 $403,209 $264,472 $264,472 $264,472 Bob Heuring $89,069 $89,069 $89,069 Tom Finken $37,043 $37,043 $37,043 '�� ' City Truck Station $12,625 $12,625 $12,625 Totals $403,209 $403,209 $403,209 $403,209 $403,209 ''Assessment Schedule is based on a 5 year bond C� 4.5%interest of the Engineer's Opinion , of Probable Cost ($1,770,076) ' , ' � ' ' � , , ' , '. '