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Home My WebLink About5.B.1. 2009 Street Reconstruction Project No. 2009-2-Res. No. 6865 s: b. J . CITY OF SHAKO PEE Memorandum TO: Mayor & City Council C T ,,\1: !'": Mark McNeill, City Administrator " FROM: Jeff Weyandt, Assistant City Engineer SUBJECT: 2009 Street Reconstruction, Project, No. 2009-2 DATE: January 20, 2009 INTRODUCTION: Attached is Resolution No. 6865, a resolution receiving a report and calling for a hearing on the 2009 Street Reconstruction Project, Project No. 2009-2. BACKGROUND: On October 21, 2008, the City Council ordered the preparation of a feasibility report to analyze the reconstruction of various streets throughout the City by Resolution No. 6826. This report has been completed and is attached for Council review. The purpose of the feasibility report is to evaluate the existing infrastructure (streets, utilities, drainage) and make recommendations for any improvements that are needed. The feasibility report also addresses the estimated costs for the improvements and the proposed assessments that result from the project being constructed. The attached resolution sets a date for the public hearing for this project for February 17, 2009. The approval of Resolution No. 6865 does not order the project nor does it commit the Council to constructing any improvements. The intent of this resolution is to accept the feasibility report and set the public hearing date. The public hearing will allow the property owners adjacent to the project area and the general public the opportunity to address the City Council on this project. Staff will make a full presentation at the February 17, 2009 public hearing on the feasibility report to the public and the City Council. ALTERNATIVES: 1. Adopt Resolution No. 6865. This action will receive the feasibility report and set the date for the public hearing for February 17,2009. 2. Deny Resolution No. 6865. This action will halt the project until such time that City Council reconsiders the resolution. 3. Move to receive the feasibility report but do not set a date for the public hearing at this time. This action will place the project on hold until such time as the City Council sets a date for the public hearing. 4. Table Resolution No. 6865 to allow time for staff to prepare additional information and/or revise the feasibility report as directed by the City Council. RECOMMENDATION: Offer Resolution No. 6865, a Resolution Receiving a Report and Calling a Hearing for the 2009 Street Reconstruction Project, Project No. 2009-2 and move its adoption. ACTION REOUESTED: Offer Resolution No. 6865, A Resolution Receiving a Report and Calling a Hearing for the 2009 Street Reconstruction Project, Project No. 2009-2 and move its adoption. ~~ Jeff Weyandt, P.E. Assistant City Engineer JW/pmp ENGR/2009-PROJECTS/2009RECONSTRUCTIONIWORDIMEM-6865-RECEIVE-REPORT-CALLING-HEARING RESOLUTION NO. 6865 A Resolution Receiving A Report And Calling A Hearing For The 2009 Street Reconstruction Project Project No. 2009-2 WHEREAS, pursuant to Resolution No. 6826 of the City Council adopted October 21, 2008, a report has been prepared by the City Engineer, with reference to the 2009 Street Reconstruction Project, Project No. 2009-2, and this report was received by the Council on January 20, 2009. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SHAKOPEE, MINNESOTA: 1. The Council will consider the 2009 Street Reconstruction Project and all appurtenant work in accordance with the report and the assessment of abutting and benefited property for all or a portion of the cost of the improvements pursuant to Minnesota Statutes Chapter 429 at an estimated total cost of the improvement for the 2009 Street Reconstruction of $1 ,595,900.00. 2. A public hearing shall be held on such proposed improvements on the 17th day of February, 2009, at 7:00 P.M. or thereafter, in the Council Chambers of City Hall, at 129 South Holmes Street, Shakopee, Minnesota, and the Clerk shall give mailed and published notice of such hearing and improvement as required by law. 3. The work of this project is hereby designated as part of the 2009-2 Public Improvement Project. Adopted in session of the City Council of the City of Shakopee, Minnesota, held this day of ,2009. Mayor of the City of Shakopee ATTEST: City Clerk ENGR/2009-PROJECTS/2009- RECONSTRUCTIONIWORDIRES-6865-RECE!VE-REPORT-CAILING-HEARlNG ~,-------'-- -- -- ---- ---- --~ ----- ----- ~- --- --- --- -- --- - -I I I January, 2009 I II Feasibility Report I I I I SHAKOPEE \ I I COMMuNITY l'RIDE SINCE 1857 I 2009 Street Reconstruction I I 1 . Spencer Street I I . Clay Street . Pierce Street I . Shakopee Avenue I I Street Improvements and Appurtenant Work I I I I I I I 'I I I I I I I I I I I I \ I I \ I i I I I I I FEASIBILITY REPORT I I I 2009 STREET RECONSTRUCTION . Spencer Street - Shakopee A venue to 10th Avenue I . Pierce Street - 6th A venue to 10th Avenue . Shakopee Avenue - Pierce Street to Clay Street I . Clay Street - Shakopee A venue to One Block South of 10th Avenue I City Project Number 2009-2 I I I January 2009 I I Prepared By: I City of Shakopee Engineering Department I 129 South Holmes Street Shakopee,~ 55379 (952) 233-9300 I (952) 233-3801 (Fax) I Feasibility Report I 2009 Street Reconstruction City of Shakopee, MN City Project No: 2009-2 I I I I FEASIBILITY REPORT I FOR 2009 STREET RECONSTRUCTION I SHAKOPEE,MINNESOTA I I I I I I I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly registered I Professional Engineer under the laws of the State of Minnesota. I ~~- { iJ .;)0 ~ I Date i I 5 / 0'1 Registration No. 41342. I I I I I Feasibility Report I 2009 Street Reconstruction City of Shakopee, MN City Project No: 2009~2 I I I EXECUTIVE SUMMARY I The intent of this section is to highlight the important issues of this project. More detailed information is contained in the body of the report. I On October 21,2008, the City of Shakopee adopted Resolution No. 6826, which ordered the preparation of a feasibility report to analyze the reconstruction of the following I streets: Spencer Street - Shakopee A venue to 10th Avenue . I . Pierce Street - 6th A venue to 10th Avenue . Shakopee Avenue - Pierce Street to Clay Street . Clay Street - Shakopee A venue to One Block South of 10th I Avenue I The proposed improvements consist of replacing the existing pavement on Clay Street south of 10th Avenue, reconstructing all the remaining roads in the project area, replacing storm structures, and replace existing watermain and sanitary sewer including services. I The costs for the proposed improvements are $994,300.00 for the street improvements, $81,900.00 for the storm sewer improvements, $276,500.00 for the watermain I improvements, and $243,200.00 for the sanitary sewer improvements. The total project cost is $1,595,900.00. I The project will be funded as follows: Assessments (30% of street improvements) $ 277,995.00 I General Tax Levy $ 503,840.00 Storm Sewer Fund $ 81,900.00 Shakopee Public Utilities $ 276,500.00 I Sanitary Sewer Fund $ 243,200.00 State Aid Fund $ 212.465.00 I TOTAL PROJECT COST $ 1,595,900.00 I I I Feasibility Report I 2009 Street Reconstruction City of Shakopee, MN City Project No: 2009-2 I I I I TABLE OF CONTENTS I Description Pa1!e No. I 1. Introduction 1 I 2. Scope 1 I 3. Background I 4. Existing Conditions 1 I 5. Proposed Improvements 2 I 6. Special Assessments 4 7. Estimated Costs 5 I 8. Funding Sources 5 I 9. Conclusion 6 I Appendix I I I I I Feasibility Report I 2009 Street Reconstruction City of Shakopee, MN City Project No: 2009-2 I I I 1. INTRODUCTION On October 21,2008, the City of Shakopee adopted Resolution No. 6826, which I ordered the preparation of a feasibility report to analyze the reconstruction of the following streets: I . Spencer Street - Shakopee A venue to 10th Avenue . Pierce Street - 6th A venue to 10th Avenue . Shakopee Avenue - Pierce Street to Clay Street I th . Clay Street - Shakopee A venue to One Block South of 10 Avenue I This project is included in the City's 2009 Capital Improvement Program. I 2. SCOPE I This report will determine the feasibility and cost effectiveness of reconstructing the above..;mentioned streets. All existing infrastructure elements (street, utilities, I etc.) within the project-area were evaluated as part of this report. The report will provide a description of the proposed improvements, an itemized I cost estimate, a cost apportionment and a preliminary assessment roll. I 3. BACKGROUND The streets and utilities were constructed in the 1960's and early 1970's. I Improvements to the streets have since been limited to patching and seal coating. I The existing pavements are deteriorated to the point where they require more than normal maintenance. There are many transverse and longitudinal cracks, large areas of patching, severe crown problems, and curb and gutter deficiencies. I 4. EXISTING CONDITIONS I The existing conditions are identified in drawings 1 through 3 in the Appendix. I Spencer Street is 45 feet wide within the project limits. Based on as-built records, the street and utilities were constructed in 1965. The watermain is 6-inch cast iron. The sanitary sewer is 8-inch clay pipe in poor condition. There is no storm I sewer or sidewalks located on Spencer Street within the project limits. Feasibility Report I 2009 Street Reconstruction City of Shakopee, MN City Project No: 2009-2 -Page 1 - I I Pierce Street is 45 feet wide within the project limits. Based on as-builts, Pierce I Street was constructed in 1966. The watermain is 6-inch cast iron the entire length of the street. The sanitary sewer is 8-inch clay pipe in poor condition. The storm sewer is RCP in fair condition. There is no sidewalk located on Pierce I Street within the project limits. Clay Street, north of 10th Avenue is 45 feet wide within the project limits. Based I on as-builts, the street was constructed in 1971. The watermain is 6-inch cast iron the entire length of the street. The sanitary sewer is 8-inch clay pipe in poor condition. There is no storm sewer or sidewalks located on Clay Street within the I project limits. I Clay Street, south of lOth Avenue is 30 feet wide within the project limits. Based on as-builts, the street was constructed in 1974 over existing utilities. The watermain is 6-inch cast iron the entire length of the street. The sanitary sewer is I 8-inch clay pipe in good condition. There is no storm sewer or sidewalks located on Clay Street within the project limits. I Shakopee A venue is 45 feet wide within the project limits. As-builts could not be located. It is believed the street and utilities were constructed between 1966 and 1971. The watermain is 6-inch cast iron. The sanitary sewer is 8-inch clay pipe in I poor condition. There is storm sewer at the intersection of Shakopee A venue and Pierce Street. There is no sidewalk on Shakopee Avenue within the project limits. I 5. PROPOSED IMPROVEMENTS I The proposed area of improvements is identified in drawing 4 in the Appendix. The proposed improvements are as follows: I 5.1 Street I Clay Street, north of 10th Avenue, Shakopee A venue and Pierce Street are considered residential streets and are proposed to be reconstructed to a 7- I ton design at a width of 37 feet. Reducing the street width has the following benefits: I 1) Reduced hard surface 2) Reduction in runoff 3) Increased green space I 4) Lower maintenance cost 5) Reduction in construction cost 6) Reduced speeds through a residential neighborhood I Feasibility Report I 2009 Street Reconstruction City of Shakopee, MN City Project No: 2009-2 -Page 2 - I I 7) Allows for flexibility to adjust street grades to fix drainage I problems 8) Less impact to existing boulevard trees I A 37-foot roadway allows for parking on both sides ofthe street. Clay Street, south of 10th A venue is a dead end route and takes very little I traffic. Only the bituminous will be removed and replaced. Spencer Street is a State Aid Route and will be constructed to a 9-ton design at a width of 45-feet. Construction of a sidewalk may require the street width to be I reduced to 43-feet. I The total estimated project cost for the proposed street improvements is $994,300.00. 5.2 Storm Sewer I The proposed storm sewer improvements are identified in Drawing No.5 I in the Appendix. The proposed storm sewer improvements consist of replacing existing I structures and adding additional storm sewer, if required in the project area. I The total estimated project cost for the proposed storm sewer improvements is $81,900.00. I 5.3 Watermain The proposed watermain improvements are identified in Drawing No.6 in I the Appendix. The proposed watermain improvements consist of replacing the watermain I and water services within the project area except on Clay Street, south of 10th Avenue. The new watermain will be 6-inch Ductile Iron Pipe. I The total estimated project cost for the proposed watermain improvements is $276,500.00. I 5.4 Sanitary Sewer I The proposed sanitary sewer improvements are identified in Drawing No. 7 in the Appendix. I Feasibility Report I 2009 Street Reconstruction City of Shakopee, MN City Project No: 2009-2 -Page 3 - I I The proposed sanitary sewer improvements consist of replacing sanitary I sewer main line and services within the project area except on Clay Street, south of 10th A venue. The sanitary sewer lines will be replaced with 8-inch PVC pipe. Services will be replaced with 4-inch or 6-inch PVC pipe from I the main line to 10 feet inside of the Right of Way. The total estimated project cost for the sanitary sewer improvements is I $243,200.00. 5.5 Sidewalks I At the November 25,2008 City Council work shop, Council directed staff to look at constructing sidewalks on Spencer Street between Shakopee I A venue and 10th A venue. The proposed sidewalks are shown on Drawing No.8, constructing a 5-foot concrete sidewalk on the west side of Spencer I Street would require the removal of all bushes within City right-of-way at 324 Shakopee Avenue. If sidewalk is constructed on the west side of Spencer Street, staff would look at different design options for increasing I the boulevard area including narrowing the street and/or shifting the street to the east. The construction of a 5-foot concrete sidewalk on the east side of Spencer Street would require the removal of three boulevard trees I located at 406 Shakopee A venue. If sidewalk is constructed on the east side of Spencer Street, vehicles that would block the sidewalk will not be allowed to park in the driveway located at 406 Shakopee Avenue. The I cost of constructing the sidewalks on Spencer Street is approximately $30,000.00. I 5.6 Easements It is not anticipated that easement acquisition will be required for this I project. 6. SPECIAL ASSESSMENTS I 6.1 Street I 30% of the project costs for the street improvements are proposed to be assessed on a per lot basis to benefiting properties. Corner lots that only I have improvements made to one street will be considered a half lot. A corner lot is defined as a lot of record with two sides adjacent to existing City streets. The remaining 70% of the street costs will be funded by the I City through general tax levy and the State Aid Fund. I Feasibility Report I 2009 Street Reconstruction City of Shakopee, MN City Project No: 2009-2 .Page 4- I I The estimated assessment rate for the proposed street improvements on I Clay Street, south of 10th Avenue is $1,090.00 per lot. The estimated assessment rate for the remaining project area is $4,995.00 per lot. I A preliminary assessment roll is included in the Appendix. I 6.2 Storm Sewer The General Storm Sewer Fund will fund 100% of the storm sewer I improvements. 6.3 Watermain I Shakopee Public Utilities will fund 100% of the watermain improvements. I 6.4 Sanitary Sewer I The Sanitary Sewer Enterprise Fund will fund 100% of the sanitary sewer improvements. I Actual Assessments will be based on the final project costs and apportionments. I 7. ESTIMATED COSTS An itemized cost estimate is included in the Appendix. The following costs were I prepared using 2008 construction costs and are subject to change, depending on the final design of the project, bids received, and actual work performed. Bituminous prices could be between $45.00 and $85.00 per ton and could have a I significant impact to the cost of the project. The numbers in this report estimate bituminous prices at $65.00 and $70.00 per ton. A summary of the estimated construction costs plus a 5% contingency and engineering and administration I costs for the project are as follows: Street Improvements $ 994,300.00 I Storm Sewer Improvements $ 81,900.00 Watermain Improvements $ 276,500.00 I Sanitary Sewer Improvements $ 243.200.00 TOTAL PROJECT COST $1,595,900.00 I 8. FUNDING SOURCES I Feasibility Report I 2009 Street Reconstruction City of Shakopee, MN City Project No: 2009-2 -Page 5 - I I A summary of the estimated funding apportionment for the recommended I improvements is as follows: Assessments $ 277,995.00 I General Tax Levy $ 503,840.00 Storm Sewer Fund $ 81,900.00 Shakopee Public Utilities $ 276,500.00 I Sanitary Sewer Fund $ 243,200.00 State Aid Fund $ 212.465.00 I TOTAL PROJECT COST $1,595,900.00 I 9. CONCLUSION I From an engineering standpoint, the recommended improvements are feasible, cost effective and necessary to maintain the City's existing infrastructure. I I I I I I I I I I Feasibility Report I 2009 Street Reconstruction City of Shakopee, MN City Project No: 2009-2 -Page 6 - I I I APPENDIX I I Existing Conditions I Proposed Area of Improvements I Proposed Storm Sewer Improvements I Proposed Watermain Improvements I Proposed Sanitary Sewer Improvements I Cost Estimate I Assessment Roll I I I I I I I Feasibility Report I 2009 Street Reconstruction City of Shakopee, :MN City Project No: 2009-2 -Page 7 - I I I I 406 SHAKQPEE AVE E I I 279070250 I ~_J --~--Lr ID I 923 SPENCER 5T S I 922 SPENCER ST S 279070280 I 270020540 ---1 937 SPENCER ST S I 279070290 I 936 SPENCER ST S 270020550 ----- , - I - 952 SPENCER ST S 270020560 I 962 SPENCER ST S 270020570 I D 963 SPENCER ST S I 975 SPENCER ST S 1 279070320 1 ---1 I 333 10TH AVE E 270020420 )( I , I I ~~ 2009 STREET DAlE: DEe 2008 SCALE t" - tOO' DAAWlNG No. RECONSTRUCTION DRAWN SV: RlH 0 too 1 I EXISTING CONDITIONS ~-....- . ~....... 1::.1.... SHAKOPEE ENGINEERING DEPARlYENT I ~__~ ~Z1-' \ __ - -o~ '0- 111/ 1/ ~ '\ ^\ ,,\ 7T77'~ ---- I 904 CLAY ST S IT -- ~ ~ P:: ^ I ~ I 270280040f~ :::: 'I' ~ - f - I~ t-:::, 'j' ^ C; 907 PIERCE ST S \ - I II II] I I" - ^ ~ 270210460 I ~I :::j 0 I .. " \ I 912 PIERCE STS ~~- \ \ 0h~ ~ II /I JLl , ^ _ 1/ IL. 270210280 ^ _ _ () 'I I 911 CLAY ST S I - ^ ~ - - 91~7~60~:0~ S IT _ 1 U 2702104'-l" , I >";0 - - -~ ,I i . ~~ 915 PIERCE ST S I ^ I:::: ^ \ _Y' 1270210461 I I I~ 1/ II II . v-: - -\ -~ - - - , 920 PIERCE ST S :::: +-- ~. ~ " . -1' - - , 270210290 I ~ ~ ^ . 1/ --~- ~ 10--------- J - I 92~7gt,6~6 S ~ II -" _ \ 77fT; I 920 CLAY ST S LJ - II II. -1 - - ~ ~ . 925 PIERCE ST S I I I 2702'0220 P: \ ^ _ _ _ _ _ _ ::: \ j 270210470 I ~ t-- 0 VI II 1/, n ^" - f::" -1 f::: 1:::' I 930 PIERCE ST S f:: ~ p~.-;. --LL- - - - L I 270210300 j:::: 'Y - j:; _ _ :1TIJ 71 931 CLAYSTS \ ~ t-:::j -" l II :::: - I 2702'0390 I t'1/ If - ~ I ~ I ______' 93SPIERCESTS I I \ 952CLAYSTS if;-e \ 0 lJ -1 ~ ^ rl \ 2702104a0 I 270210230 _' II II ~ C v ~ r.' ^ IT~ -- ~ J'\ G ~ -l I - - f1 71 *' I 938 PIERCE ST S ,.. ~'--t.:Ji ~" -- "1 1 270210310 r-- I ---J. ~ I " "1 _ " I 941 CLAY ST S I ,---'" ^ I::: I I j:::: 270210380, ,,_ ^" - ,. I 942 CLAY ST S j. ~ II 11- I ^ I c'l"l I I 270210240 -:-- _ \J , U' ^ II' ULU __ ~-- n-",,-- I I ~,~...f' , I ~--:G"l- - " [}7T 953CLAYSTS I 948PIERCESTS q - ~\ (I II~ --~ ' ] 270210370 270210320 \ 'i " ^ I I I ~ I~ - I It'i"'r I UI 1 ~ [7T" .. II I~ - 0 I ~ 951 PIERCE ST S I I I ICJ ~ ~ II II ^ \ 270210500 I ~95~g~ci2~6S 1 ------ ^ ~ -1 ^ f-------- [0 ------ () VI II II~ *t---~--- o. ~,. " I . t, , _ _ '" i;; ~ · . I 2702102~2J0, - "l lJ 983 CLAY ST S I I 270210330 [\ W I I , I ^ r.: ~ 270210360 I I' n::: l I ~ 959 PIERCE ST 5 I ~I II II II t;J (.'5 "I' ~ ~ -1 ~ _ _ II ~ ~r=- ^ ~ I I:::: II I 2702105-110 I W f-------- II U ^^ - - '7T71 i= - ^ ffi - [;, t--- ~ -- I l U1 () ~ '\ V II II II IIJ 0: () \ _ ~ I ~ >-1' I I '970PIERCESTS ~'I I 974 CLAY ST S <( :~ " I II II II II I I 270210340 I _u :J ":"' r ' 969 PIERCE ST S I 270210270 -! I <i.:J " 270210520 I L U- ^ -L 73110lHAVE~ L ~ \ ~ ~ I::: II IL 270210350 b;.LLL. / t-" II I, I ----- ~t I ~ ----- ----- /i ^ ~ ----- - ^t t 10TH AVENUE I _ ~ ~OlH AVENUE , I ~-----~ \ ~ 1-----1 1008 CLAY ST S I ~ 270210200 f - ~,~: ~I II II II II 1 : I ~ 1- -\ . I II II II II II \ I I ~ 1 ~ ~ ~ ~ 730 10lH AVE W ~ ~ ^ ~ : 2702'0190 : ----- 4- \ X I 101~7~ci21SJ U 1 ^ r -~ 10: ~LA~ G 'I' .1" II ~ 27021'ci,8SJ 5 I I \ I - r--- t- --;- - - ----I ~ I 0 - I - <l> It::: \1 SHAKOPEE MlNNEWTA I U 1= ::: I ""' ~ : :11 II.li 1 - - - - - I L 1019 CLAY ST S I , ----.J-O_____O _ _ 2702'0170-J I ...... 2009 STREE; - - DAlE: DEe 2008 SCALE 1" - 100' DRAWING No. ~.... RECONSTRUCTION DRAWN BY: RTH ~_..._ 1~ 2 I ~ EXISTING CONDITIONS SHAKOPEE alGINEERlNG DEPARNEN\' \ 611-1 J\VENUE , j\ J( t;-~ I 0 634 ;:A~ 270016990 \ \ I 'a ~.... \ 'S~ \ I \\\ ---l I 721 PIERCE ST S I 270210420 I --- ~ - - I - 731 PIERCE ST S I 270210430 I - -- -1 I - - 7S1 SHAKOPEE AVE W 270280020 741 PIERCE ST S 1 I "- 2702104-<<1 ~ I I ----1 I I "- I I 7S1 PIERCE ST S I 270210450 I I ---l I I 907 PIERCE ST S I I 270210460 I I - - ~-- I 912 CLAY ST S I 270280050 ~~ 2009 STREET DAlE: DEe 2008 SCALE 1- - 100' DRAWING No. RECONSTRUCTION DRAV/N BY: R\li 0 100 3 I EXISTING CONDITIONS ~--- . a..-.~ SHAI<OPEE ENGINEERING DEPARl'NENT I I I I I 10TH AVE I 11TH AVE I 5T ....- PROPOSED )( I IMPROVEMENTS , ..... ....., l:t: I I~ 2009 STREET DATE: DECEMBER 2008 SCALE 1" = 800' DRAWING No. RECONSTRUCTION DRAWN BY: DEG 0 800 4 I~ r-,-- I PROPOSED IMPROVEMENTS - - SHAKOPEE ENGINEERING DEPARTMENT X \ 611\"''JENUE 0 Existing Storm Sewer Manhole % ~ Existing Storm Sewer CB ->>- Existing Storm Sewer . Proposed Storm Sewer Manhole . Proposed storm Sewer CB -->-- Proposed Storm. Sewer -. j i h_ 1 -------. j --- ~ -'-.- ! --------~ j .Y SHAI<OPEE: A\ENUE i ! I ! ~ ! is ~----~ ! III . I h_h________...J 101ll AVENUE 10m A\ENUE I ~~ 2009 STREET 0,l.'lE: NOVEYBER 2008 SCALE 1. - -200. DRAWING No. RECONSTRUCTION DRAWN BY: DEG 0 200 5 STORM SEWER IMPROVEMENTS 1""\.0.-....- . CJIuNIY1'iIaIlta_ SHAKOPEE ENGINEERING DEPNmlENT J( 611\ t. ',/EtlUE - I - I - Existing Water Main. t><J Existing Gatevalve :sorA -9- Existing Hydrant -1-1- Proposed Water Main H Proposed Gatevalve +- Proposed Hydrant I 'iL I I I 0 I I I - II I 10lH Aw:NUE 10lH A w:NUE I i I I ~ 2009 STREET D.l.le NCMlABER 2008 SCALE 1" - 200' DRAWING No. RECONSTRUCTION DRAWN S'f: DEG 0 200 6 I SHAKOPEE ~--- . ~- WATER MAIN IMPROVEMENTS SHAKOPEE ENGINEERING DEPARNENT x 0 Existing Sanitary Manhole ->- Existing Sanitary Sewer . 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'~:i j L___________________________________J,l ~l_________________________________________J I I 10TH AVENUE I -..... 2009 STREET DATE: NOVBIBER 2008 SCH.E 1. - BO' DRAWING No. ~~ RECONSTRUCTION DRAWN BY: DEG ~ _ _ ~ 8 I 0MDmaaIta_ PROPOSED SIDEWALK SHAKOPEE ENGINEERING DEPAR1l.fENT -- I Preliminary Cost Estimate I 2009 Street Reconstruction CitY of Shakopee I Street Improvements - North of 10th Ave Item # Description Units Quantity Unit Price Extended Total I 1 MOBILIZATION L.S. 1 $ 50,000.00 $ 50,000.00 2 TRAFFIC CONTROL L.S. 1 $ 7,000.00 $ 7,000.00 3 CLEARING AND GRUBBING < 12" TREE 8 $ 200.00 $ 1,600,00 I 4 CLEARING AND GRUBBING 12" - 24" TREE 6 $ 400.00 $ 2,400.00 5 CLEARING AND GRUBBING> 24" TREE 1 $ 1,000.00 $ 1,000.00 I 6 REMOVE BITUMINOUS (ANY DEPTH) S.Y. 13620 $ 1.00 $ 13,620.00 7 SAWCUT BITUMINOUS L.F. 1000 $ 3.00 $ 3,000.00 I 8 SAWCUT CONCRETE L.F. 640 $ 5.00 $ 3,200.00 9 REMOVE CURB AND GUTTER L.F, 6060 $ 2,50 $ 15,150.00 10 REMOVE CONCRETE PAVEMENT (ANY DEPTH) S.Y. 1760 $ 5.50 $ 9,680,00 I 11 COMMON EXCAVATION (P) C.Y. 8830 $ 8.00 $ 70,640.00 12 SUBGRADE PREPARATION S.Y, 15350 $ 0.50 $ 7,675.00 I 13 SUBGRADE EXCAVATION (EV) C,Y, 900 $ 8.00 $ 7,200.00 14 GRANULAR BORROW (CV) C.Y. 900 $ 12.00 $ 10,800.00 15 TOPSOIL BORROW C.Y. 1300 $ 13.00 $ 16,900.00 I 16 CLASS 5 AGGREGATE BASE (100% CRUSHED LIMESTONE) TON 6880 $ 13.00 $ 89,440.00 17 TYPE MV NON-WEAR COURSE (MVNW35035B) TON 1825 $ 65.00 $ 118,625.00 I 18 TYPE MV WEAR COURSE (MVWE45035B) TON 1190 $ 70,00 $ 83,300.00 19 BITUMINOUS MATERIAL FOR TACK COAT GAL 600 $ 3,00 $ 1,800.00 20 BITUMINOUS DRIVEWAY (3" THICK) S.Y. ~ 910 $ 20.00 $ 18,200.00 I 21 BITUMINOUS PATCH L.S. 1 $ 45,000.00 $ 45,000.00 22 CONCRETE CURB AND GUTTER, DESIGN B618 L.F. 6060 $ 10.00 $ 60,600.00 I 23 6" CONCRETE PAVEMENT S.Y. 1560 $ 42.00 $ 65,520.00 24 10" CONCRETE PAVEMENT S.Y, 70 $ 60.00 $ 4,200.00 25 4" CONCRETE WALK S.F. 3060 $ 4.00 $ 12,240.00 I 26 6" CONCRETE WALK S.F, 450 $ 6.00 $ 2,700.00 27 CONCRETE STEPS EA, 3 $ 300.00 $ 900.00 I 28 PEDESTRIAN RAMP EA. 2 $ 700.00 $ 1,400.00 29 4-INCH DASHED YELLOW EPOXY L.F. 600 $ 0,50 $ 300.00 30 24-INCH WHITE STOP BAR (EPOXY) L.F. 20 $ 4.00 $ 80.00 I 31 PROTECT EXISTING IRRIGATION SYSTEMS L.S. 1 $ 3,000,00 $ 3,000.00 32 SODDING LAWN TYPE SY. 16200 $ 2,50 $ 40,500,00 I Subtotal $ 767,670.00 +5% Contingency $ 38,400.00 Total With Contingency $ 806,070.00 I +22% Indirect Costs $ 177,330.00 Total $ 983,400.00 I I I Preliminary Cost Estimate 2009 Street Reconstruction , I City of Shakopee I Street Improvements on Clay Street South of 10 Avenue Item # Description Units Quantity Unit Price Extended Total 1 REMOVE BITUMINOUS (ANY DEPTH) S.Y, 600 $ 1.00 $ 600.00 I 2 SAWCUT BITUMINOUS L.F. 30 $ 3.00 $ 90.00 3 SUBGRADE PREPARATION S.Y. 600 $ 0.50 $ 300.00 I 4 TYPE MV NON-WEAR COURSE (MVNW35035B) TON 55 $ 65.00 $ 3,575.00 5 TYPE MV WEAR COURSE (MVWE45035B) TON 55 $ 70.00 $ 3,850.00 6 BITUMINOUS MATERIAL FOR TACK COAT GAL 30 $ 3.00 $ 90.00 I Subtotal $ 8,505.00 +5% Contingency $ 425,00 I Total With Contingency $ 8,930.00 +22% Indirect Costs $ 1,970.00 I Total $ 10,900.00 I I I I I I I I I I I I Preliminary Cost Estimate 2009 Street Reconstruction I City of Shako pee I Storm Sewer Improvements Item # Description Units Quantity Unit Price Extended Total 1 REMOVE STORM STRUCTURE (INCLUDES CASTING) EA. 12 $ 300.00 $ 3,600.00 I 2 REMOVE STORM SEWER PIPE (ANY SIZE) L.F. 615 $ 10.00 $ 6,150.00 3 15" RC PIPE SEWER DESIGN 3006 CLASS V L.F. 270 $ 30.00 $ 8,100.00 I 4 18" RC PIPE SEWER DESIGN 3006 CLASS V L.F. 330 $ 35.00 $ 11,550.00 5 CONSTRUCT DRAINAGE STRUCTURE DESIGN 2'x3' EA. 9 $ 1,500.00 $ 13,500.00 6 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 EA. 6 $ 3,000.00 $ 18,000.00 I OVER EXISTING STORM SEWER (INCLUDES CONNECTION 7 STRUCTURE DESIGN 48-4020 EXTRA DEPTH L.F, 2 $ 200.00 $ 400.00 8 ADJUST CASTING EA. 4 $ 250.00 $ 1,000.00 I 9 CONNECT TO EXISTING SEWER (STORM) EA, 2 $ 800.00 $ 1,600,00 Subtotal $ 63,900.00 I +5% Contingency $ 3,200,00 Total With Contingency $ 67,100.00 I +22% Indirect Costs $ 14,800.00 Total $ 81,900.00 I I I I I I I I I I I Preliminary Cost Estimate 2009 Street Reconstruction I City of Shakopee I Watermain Improvements Item # Description Units Quantity Unit Price Extended Total 1 REMOVE WATER MAIN L.F, 3014 $ 5,00 $ 15,070.00 I 2 REMOVE HYDRANT EA, 4 $ 300.00 $ 1,200.00 3 REMOVE GATE VALVE AND BOX ASSEMBLY EA. 7 $ 100.00 $ 700.00 I 4 REMOVE WATER SERVICE PIPE (INCLUDES CURB STOP) L.F. 2350 $ 2.00 $ 4,700.00 5 REMOVE VALVE MANHOLE EA. 4 $ 300.00 $ 1,200.00 6 TEMPORARY WATER SERVICE L.S. 1 $ 10,000.00 $ 10,000.00 I 7 CONNECT TO EXISTING WATER MAIN EA. 5 $ 700.00 $ 3,500.00 8 6" WATER MAIN - DUCTILE IRON PIPE CL 52 L.F, 3015 $ 24.00 $ 72,360.00 I 9 6" GATE VALVE AND BOX ASSEMBLY EA. 13 $ 900.00 $ 11,700.00 10 HYDRANT EA. 6 $ 2,550.00 $ 15,300.00 I 11 CONNECT TO EXISTING WATER SERVICE EA. 57 $ 200.00 $ 11,400.00 12 1" CORPORATION STOP EA. 57 $ 100.00 $ 5,700.00 13 1" CURB STOP AND BOX EA. 57 $ 150.00 $ 8,550.00 I 14 1" TYPE K COPPER PIPE L.F. 2300 $ 20.00 $ 46,000.00 15 Ai CASTING OVER CURB STOP EA. 5 $ 150.00 $ 750.00 I 16 GATE VALVE EXTENSION L.F. 3 $ 100.00 $ 300.00 17 HYDRANT EXTENSION L.F. 3 $ 600.00 $ 1,800.00 I 18 ADJUST GATE VALVE EA. 13 $ 250.00 $ 3,250,00 19 WATER MAIN FITTINGS LB 1200 $ 2.00 $ 2,400.00 Subtotal $ 215,880.00 I +5% Contingency $ 10,800.00 Total With Contingency $ 226,680.00 I +22% Indirect Costs $ 49,820.00 Total $ 276,500.00 I I I I I I I Preliminary Cost Estimate 2009 Street Reconstruction I City of Shakopee I Sanitary Sewer Improvements Item # Description Units Quantity Unit Price Extended Total 1 REMOVE SANITARY SEWER PIPE (ANY SIZE) L.F. 3180 $ 2,00 $ 6,360.00 I 2 REMOVE SANITARY SERVICE PIPE (ANY SIZE) L.F, 2300 $ 2.00 $ 4,600.00 3 REMOVE SANITARY MANHOLE (INCLUDES CASTING) EA, 9 $ 300.00 $ 2,700.00 I 4 BYPASS PUMPING L.S, 1 $ 5,000.00 $ 5,000.00 5 CONNECT TO EXISTING SANITARY SEWER EA. 7 $ 700.00 $ 4,900.00 6 CONNECT TO EXISTING SANITARY SERVICE EA. 58 $ 150.00 $ 8,700.00 I 7 8" PVC SEWER PIPE. SDR 35 L.F. 3180 $ 25,00 $ 79,500.00 8 4" PVC SEWER PIPE. SDR 26 L.F. 1200 $ 14.00 $ 16,800.00 I 9 6" PVC SEWER PIPE. SDR 26 L.F. 1200 $ 16.00 $ 19,200.00 10 8" x 4" PVC WYE, SDR 26 EA. 29 $ 100.00 $ 2,900,00 I 11 8" x 6" PVC WYE. SDR 26 EA. 29 $ 120.00 $ 3,480.00 12 TELEVISE SANITARY SEWER L.F. 3180 $ 2.00 $ 6,360.00 13 48" SANITARY MANHOLE UPTO 10' DEEP. EA. 10 $ 2,500.00 $ 25,000.00 I 14 SANITARY MANHOLE EXTRA DEPTH L.F. 11 $ 100.00 $ 1,100.00 15 ADJUST CASTING EA. 10 $ 300.00 $ 3,000.00 I 16 4" INSULATION S.y, 10 $ 22.00 $ 220.00 Subtotal $ 189,820.00 +5% Contingency $ 9,500.00 I Total With Contingency $ 199,320.00 +22% Indirect Costs $ 43,880.00 I Total $ 243,200.00 I I I I I I I I Preliminary Cost Estimate 2009 Street Reconstruction I City of Shakopee I Street Improvements - North of 10th Ave Subtotal $ 767,670.00 +5% Contingency $ 38,400.00 I Total With Contingency $ 806,070.00 +25% Indirect Costs $ 177,330.00 I Total $ 983,400.00 Storm Sewer Improvements Subtotal $ 63,900.00 I +5% Contingency $ 3,200.00 Total With Contingency $ 67,100.00 I +25% Indirect Costs $ 14,800.00 Total $ 81,900.00 I Watermain Improvements Subtotal $ 215,880.00 +5% Contingency $ 10,800,00 I Total With Contingency $ 226,680.00 +25% Indirect Costs $ 49,820,00 I Total $ 276,500.00 Sanitary Sewer Improvements Subtotal $ 189,820.00 I +5% Contingency $ 9,500.00 Total With Contingency $ 199,320.00 I +25% Indirect Costs $ 43,880.00 Total $ 243,200.00 I Street Improvements on Clay Street South of 10 Avenue Subtotal $ 8,505.00 +5% Contingency $ 425.00 I Total With Contingency $ 8,930.00 +22% Indirect Costs $ 1,970.00 I Total $ 10,900.00 SUBTOTAL $ 1,245,775.00 I CONTINGENCY $ 62,325.00 TOTAL WITH CONTINGENCY $ 1,308,100.00 INDIRECT COST $ 287,800.00 I TOTAL WITH INDIRECT COST $ 1,595,900.00 I I 0 0 0 0 0 0 0 0 0 0 0 0 l() l() 0 l() on '" l() 0 l() 0 0 0 ,..: ,..: on ,..: ,..: si ~ on ,..: on on on '" '" '" '" '" '" '" '" '" '" ~ .... 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