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Home My WebLink About7.A. Broback Industrial Park - Lot Combination Resolution r , . City of Rosemount � � Executive Summary for Action � City Council Meetiag Date: February 16, 1993 Agenda Itean: Broback Industrial Park: Lot Agenda Section: Combination. CONSENT Prepared By: Bud Osmundson Agendaj��■�1i� � City Engineer • � Attachments: Resolution; Construction Approv d y: Plan; Agreement. � This item is on the agenda due to a request by the Dakota County � Recorder' s office for City recognition of a transfer of City Right-of- Way (ROW) from Lot 1 to Lot 2 in the Broback Industrial Park. The Dakota County Highway Department needed a ditch area which was within City ROW at Diamond Path near 145th Street West as part of the Diamond Path Reconstruction Project (see attached construction plan) , The County staff and City staff agreed to moving the cul-de-sac on Lot l to Lat 2 as shown as long as there was no cost to' the City and that the property owners (Art Broback: Lot 1; Nancy Lynn Broback: Lot 2) agreed. Access to lot 1 is still provided by the cul-de-sae. Lot 1 is now larger and Lot 2 is slightly smaller. There is a signed agreement by the City and the property owners. Because of the legal mechanisms used by the County Highway Department for this transaction the County Recorder' s office must have official authorization from the City Council in the form of a resolution. This resolution vacates the northern cul-de-sac and combines it to Lot 1. It also splits off a portion of Lot 2 to provide a permanent roadway easement for the cul-de-sac. Since this involves a lot split/combination Planning staff has prepared the attached resolution for adoption. Recommended Action: A MOTION to adopt A RESOLUTION APPROVING A RELOCATION OF AN EXISTING CITY ROAD EASEMENT IN BROBACK INDUSTRIAL PARK AND THE TRANSFER OF EASEMENT TITLES_ City Council Action: 02/16/93.002 . w.....�......_._ ._-,,,r,.____-- ... . . � ..'`.. .. �.._._,,, - --- '�.": SfA. 7•!7�)G.3.AN.)l(• StA,O�GOHp1A3iA((f f i.L:j • , / /1 � 1 . ' � . . 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[a�liiH6 eiw 1 � � ('T, - ' - • "._-•_-._•• .. . ,`�"'� ,-�'__.�o^_='�_-_ ( � �- ��_...__l_, cz� og Rosn�sovrrT DAKOTA COUNTY, MINNESOTA , RESOLIITION 1993- A RESOLIITION APPROVING A RELOCATION OF AN EXISTING CITY ROAD EASEMENT IN BROBACR INDIISTRIAL PARR AND THE TRA,NSFER OF TITLE OF EASEMENTS WSEKEAS, the City of Rosemount currently possesses a right-of-way for roadway puxposes on Lot 1, Block 1, Broback Industrial Park as described in attached Exhibit A; and WHER.EAS, the City of Rosemount wishes to vacate this right-of-way on Lot 1, Block 1, Broback Industrial Park and acquire right-of-way from Lot 2, Block 1, Broback Industrial. Park, as described in Exhibit B, due to improvements on County Road 33; and WHEREAS, Lot 1, Block 1, Broback Industrial Park is under the ownership of Arthur C. and Delores C. Broback; and WHEREAS, Nancy Lynn Brobaak is the current owner of Lot 2, Block l, Broback Industrial Park; and WHEREAS, both Arthur C. and Delores C. Broback and Nancy Lynn Broback have agreed to accept the transfer of the City' s right-of- way interest in the property identified as Lot 1, Block 1, Broback Industrial Park to Lot 2 , Block 1, Broback Industrial Park. THEREFORE, BE IT RESOLVED, that the City and the property owners have entered into the attached Exchange Agreement to vacate subject right-of-way on Lot l, Block 1, Broback Industrial Park and to encumber said right-of-way onto Lot 2, Block 1, Broback Industrial Park for the purpose of service road easement. THEREFORE, BE IT FURTHER RESOLVED, said encumbrance on Lot 2, Block 1, Broback Industrial Park shall be recorded as described in Exhibit B and as shown on the attached location map. ADOPTED this 16th day of February, 1993 . E. B. McMenomy, Mayor ATTEST: Susan M. Walsh, City Clerk � Pdotion by: Seconded by: � Voted in favor• Voted against • � • ."� �-.. • _��' .�. .. . • .. - �� . , t ..y • • ••� , ' . �:.;� �i �t .. . i .:�. EXCHANGE AGREEMENT This Agreement made and entered into this � �^�� day of ' .�'�� aC' , � 1992, by and between Dakota County, . a rfunicipal Corporation, ' (hereinafter called the "County") , the City of Rosemount, a Municipal Corporation, (hereinafter called the "City") , Arthur C. Broback and Delores C. Broback, husband and wife, (hereinafter called ' "Broback's") and Nancy Lynn Broback, an unmarried woman, (hereinafter called "Nancy Lynn Broback") . AITNESSETH: WfiEREAS, the City is the owner of an interest in certain real � property situated in Dakota County, Minnesota, more particuiarly described hereinafter and, ' WHEREAB, Nancy Lynn Broback is the owner of an interest in, certain real property situated in Dakota County, Minnesota, more particularly described hereinafter. NOW, THEREFORE, in consideration of the promises, covenants and agreements hereinafter contained it is agreed by and between the parties as follows: 1. City hereby agrees to transfer to Broback's by quit claim deed, its interests in the real property described on attached ; exhibit A situated in Dakota County, Minnesota. " � See Attached as recorded in the Office of the Dakota County Recorder. 2. Nancy Lynn Broback hereby agrees to transfer to City, by warranty deed, her interests in the real property described on attached exhibit B situated in Dakota County, Minnesota. 3 . Because of redesigning of the service road and cul-de-sac pursuant to mutual agreement, Nancy Lynn Broback agrees to transfer all of her interests in the property described on exhibit B to the City without compensation. Nancy Lynn Broback waives any right to compensation, now and forever, arising from said transfer of interests. 4 . Broback's agree to accept the transfer of the City's interest in the property described on exhibit A with zero dollar payment from the City or any other party. Gity waives any right to compensation, now and forever, arising from said transfer of interest. � � 5. In consideration of above land transfers, the County and �ity agree to construct a gravel cul-de-sac, for the service road, with a diameter meeting City standards on the land transferred in Lot 2 , Block 1 of Broback Industrial Park to replace the existing gravel cul-de-sac at the location on the attached exhibit A referenced in paragraph l above and to reconstru�t, if required by the City, . affected public utilities and to obliterate the unneeded existing portion of service road and cul-de-sac. In addition, the County Will install * 6. The parties agree that the covenants, agreements and � representations herein contained shall survive the closing. • ; . '' * stub(s) for service to Lots l and 2, Broback Industrial Park, for in place utilities .� , to the right o� �:��• line of the new service road cul-de-sac. . . •'�% �✓,i: l � �./�- �' �� , .��, ;�' . , � 7. Notices to be given under this Agreement shall be in writing and should be sent by registered or certified mail, addressed: to the parties at the following addresses. With respect to the County: Lori Peterson Dando, Dakota County Attorney's Office Dakota County Judicial Center 1560 West Highway 55 Hastings, MN 55033 With respect to the Broback's: Arthur C. Broback 10341 204th Street Lakeville, MN 55044 With respect to the City: � Ron Wasmund City of Rosemount � � 2875-145th Street West . Rosemount, MN 55068 With respect to the Nancy Lynn Broback: Nancy Lynn Broback � 14855 Dallara Avenue Rosemount, MN 55068 8. This Agreement shall be binding upon and it shall inure to the benefit of the successors and assigns of the parties hereto. , IN TESTIMONY WHEREOF, the parties hereto have caused this instrument to be executed the day and year first recited herein. ,, • Ap roved orm: Grantee, • . � ♦ T. •� !1 /2 /, �,. / . . , I � � c,�,�- 'v sTiL�(��'-��.� � Ass orney/Date Arthur C. Broback ' . � � Dated: '7 �. r `' . �� •i ,/ A r ved as e tion: r3 ..�_�'� (`� �t�' �--c.�• �lores C. Broback Dated: �= ��>> , -L- aZ- . ssis rney/Date Count : COUN OF DAKOTA . � � �� Donald ChapdelaiAe, Chair Appr Board of Commissioners Boar x� Dated: y��4?� � � Attest: • 4� �L�c.-� / �t�/,?C_�' 4 `�� Norma B. Marsh, ditor Dated: ��-� ,�.� Lori Peterson Dando City: Assistant Dakota County Attorney Dakota County Judicial Center 1560 West Highway 55 � � • Hastings, MN 55033 Dated: 7 � `' Telephone: (612) 438-4438 Attest: ,\� / r < « � ' + • C ty Cler � . Grantor: --,' / ! � f�' � ��G ��( �� . N n y Ly Broba k Dated: �� %Z- � EXHIBIT A � HIGHWAY PROJECT 33-03 EXISTING ROAD EASEMENT PART OF SERVICE ROAD IN BROBACK INDUSTRIAL PARK That part of Service Road as dedicated in BROBACK INDUSTRIAL PARK, and aiso beirag that part of Parcel 1, DAKOTA COUNTY ROAD RIGHT OF WAY MAP N0. 101, plat and map of record in Dakota County, Minnesota, described as follows: All that part of said Service Road and said Parcel 1, lying nartheriy of the westerly extension of the north line of Lot 2, Block 1, said plat of BROBACK INDUSTRIAL PARK. Except for a permanent easement for public utility purposes over, across, on, under and through the land described as follows: Beginning at the northwest corner of Lot 2, Block 1 in said Broback Industrial Park; thence on an assumed bearing north 90 degrees 16 minutes 17 seconds west 24.00 feet; thence north 186.89 feet on an assumed line parallel with the west line of said Lot 1; thence on an assumed bearing of north 89 degrees 43 minutes 43 seconds east along the north Iine of said Lot 1 24.00 feet; thence south on an assumed line parallel with the west Iine of said Lot 1 186.89 feet to the point of beginning. The above described tract contains 4,485 square feet more or less.' ; EXHIBIT B � • HIGHWAY PROJECT 33-03 . . PERMANENT HIGHWAY EASEMENT PART OF LOT 2� BLOCR l� BROBACR INDIISTRIAL PARR A permanent easement for highway purposes over, under and across that part of Lot 2, Block l, BROBACK INDUSTRIAL PARK, plat of record in Dakota County, described as follows: ' � Beginning at the northwest corner ofsaid lot 2, Block 1; thence on an assumed hearing of North 89 degrees 43 minutes 43 seconds East along the north line of said Lot 2, Block 1 10. 00 feet; thence southeasterly, southerly and southwesterly 175.53 feet along a tangential curve,�� concave to the west, having a radius of 60. 00 feet and . a �entral angle of 167 degrees 37 minutes Ol seconds; thence southwesterly 40. 50 feet along a reverse curve, concave to the southeast, having a radius of 30.00 feet and a central angle of 77 degrees 20 minutes 44 seccnds, ta the west line of said Lot 2 , Block 1; thence North 147.77 feet along the west line of said Lot 2, Block l to the point of beginning. The above described tract contains 7, 035 square feet, more o.� less. � l � •�, �� r � �,, �>> � �� -�.� , � � �� ; O `�� i _ __� UV�� . - �\I� . Z ' o� 4� II4.E39 150 150 }-":• �E1..Fr o � � ` 60 " piiAtN GE ANU UTII.ITY EA > •> o qvEhlUE o :g ►� � ,,; C'" I "' `-o v .. .. _ . � � � .. ...'�" � , �- -- -•• -. _�r r.. _ . ...._ _. . � � �' SOUTN `r:� i . o I o _- ^-- 255.00--, -- �� '; •� � 33 IU6.89 35.11 \ � c`di � � ►� � � � � � � � / � \ w I � y � � �� vv N � 't � v °1 � o O v '^ � � � � �M 2 �, J � � 3 M 4 � �- I I v- � � " a � � . � � � �- o � N '�Q z / W ` � ' • � � -- . vN d°3►aa � r / �� .�4.� .�o . i N � �� RI ' J rl ' , t I x; �o.z � I i5o � ! is� is � __� _.� 33 ,N � SERVICE . , - .. ..::. ,..;.,.: , . . � . � • • � ,, � i. �`.��:: x� M � Q��•��.�� A� 7-�-f -- � COUNTY �a 3 .:,.... . . �o � , �YE ` , � —•-- —.._ T... _— -- - - --•— ,�-- -•• -• - •-- —_.._.. . _ �.. Q P V " oz"�;� ' M � �UTIUTY EASEMENT � �_ � .. ,,. --- 660 _.� � � . C�MSTOCK & DAUIS, II�C. MINNEAPQLIS, MIN�IESOTA :� . .. ` . . . R.L"^^^'•7S1 . . . . . . � orr Schelen Mayeron& � Associates,Inc. 300 Park Place Center 5775 Wayzata Boulevard Minneapolis,MN 55416-1228 � Janua 15, 1993 6iz 59s-5��5 ry 1-800 753-5775 FAX 595-5773 Engineers � Architects Planners Surveyors Honorable Mayor and Council � City of Rosemount 2875 145th Street West Rosemount, MN 55068 � Re: 145th West from Shannon Parkway to Cameo Avenue and Chile Avenue Reconstruction � City of Rosemount City Project No. 235 OSM Project No. 4438.60 � Dear Mayor and Council: � Enclosed is the Feasibility Report for 145th Street West and Chile Avenue Reconstruction. This report address the sarutary sewer, watermain, storm drain, street, sidewalks/traiis, and street lighting necessary for the area. � We would be happy to discuss this report with you at your convenience. Please call me at 595-5694 if you have any questions. � Sincerely, � ORR-SCHELEN-MAYERON & ASSOCIATES, INC. �' �K �1Nr''"`" ' ,I�pZ��Qd�"�-" � Brian J. Bour sa, P.E. Project Engineer �' jme Enclosure � Bud Osmundson Rosemount Cit En ineer �- , Y g � � � Equal Opportunity Employer � � CERTIFICATION SHEET � � � 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 Professianal Engineer under the laws of the State of Minnesata. � ��LGr�-^� �' Brian . Baurassa, P.E. � Date: January 10, 1993 Reg. No. 21$16 �' �; � � �� , � � �� OSM Project No. 4438.60 Page i � � TABLE OF CONTENTS � TITLE SHEET �' LET'TER OF TRANSMITTAL CERTIFICATION SHEET . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i � TABLE OF CONTENTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ii � EXECUTIVE SUMMARY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 INTRODUC'I'I�N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . 2 � Authorization . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 Scope . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 Data Ava.ilable . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 � GENERAL BACKGROUND . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 Project Lacation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 �; Project Zoning . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 Project History . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 Existing Conditions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 � Roadway . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 Sanitary Sewer . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 Watermain . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 � Storm Drain . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 Trail/Walkway . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ? Traffic Analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 � PROPOSED IMPROVEMENTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 Roadway . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 � Sanitary Sewer . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 Watermain . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 � Storm Drain . . . . . . . . . . . . . . . . . . . . . . . . . . . • ' . . . . . , . . . . 13 Trail/Walkway . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14 Street Lights . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14 � Overhead Utilities . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15 Electric Utility . . . . . . . . . . . . . . . . . . . . 15 Telephone Utility . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1$ � Cable T.V. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18 Right-of-way and Easements . . . . . . . . . . . . . . . . . . . . . 19 Permits/Approvals . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20 � Detour Route . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2i � � OSM Praject No. 4438.60 Page ii � � FINANCING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22 � Cost Estimate . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22 Cost Recovery . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23 Sanitary Sewer . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 26 � Watermain . . . . . . . . . . . . . . . . . . . . . . . . . . , . . 2b Storm Drain . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 26 Street . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 27 ,� Sidewalk/Trail . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 27 Assessments . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 27 � APPENDIX Drawing No. 1 - Project Location Map � Drawing No. 2 - Drainage District Map Drawing No. 3 - Average Daily Traffic Map Drawing No. 4, 5, 6, 7, - Sanitary Sewer, Watermain, Storm Drain, Street, � Sidewalk/Trails and Street Lights Drawing No. 8 - Chippendale/Chile Avenue Intersection Realignment �' � � �' � � � � � � � OSM Project No. 4438.6Q Page iii � � ,� : 1 EXECUTIVE SUMMARY � City Project Na 235 provides for the reconstruction of 145th Street West from � Shannon Parkwa to Cameo Avenue 0.9 miles and Chile Avenue from 145th Y � ) � Street to the south boundary of Independent School District No. 19b (0.2 miles) and for the realignment of the Chippendale/Chile Avenue intersectian. The � � proposed roadway section for 145th Street is a 40 wide road (2 driving lanes) � with parking allowed on one side. This roadway section meets Mn/DOT State Aid Standards. � � Approximately 2000' of 8" sanitary sewer construction, 2100' of 12" watermain � construction, 2000' of 12" to 21" storm drain construction and 7800' of trail construction are also included in City Project Na 235. The project is feasible � from an en ineerin stand oint. We reeommend com letion of this ra'ect as g g P P P J � outlined in this feasibility report. � The estimated total project cost for 145th Street West improvement is$1,254,400 �' (this cost includes the Chippendale/Chile Avenue realignment and the Chile: Avenue reconstruction. Funding sources for the project include special � assessments, Mn DOT State Aid Funds and Ci Core Funds. � � � � � OSM Project No. 4438.60 Page 1 � � The project can be completed under a single phase with construction beginning � in June 1993 with substantial com letion in Se tember, 1993. , P P � 2 INTRODUCTION � � 2.1 Authorization - On June 2, 1992 the Rosemount City Council authorized the preparation of an Engineering Feasibility Report for 145th Street from � Shannon Parkway to Cameo Avenue and the Chile Avenue � Reconstruction. This project has been designated as City Project No.235, � . 2.2 Scope - This project provides for the reconstruction of 145th Street from � Shannon Parkway to Cameo Avenue and for Chile Avenue from 145th Street to the Independent School District No. 196 south boundary. The � project also includes the realignment of the Ghippendale/Chile Avenues `� at the 145th Street intersection. � . The sanitary sewer system on 145th Street West was televised to review � the line condition in Februa , 1990. The television inspection revealed rY � that the pipe has failed in some areas and is in poor condition in other areas along the project route. It is proposed to replace the entire length � of sanita sewer alon the ro'ect a roximatel 2000 feet as art of the rY g P 7 � PP Y ) p � 145th Street Reconstruction project. � � OSM Project No. 4438.60 Page 2 � � A 12" trunk watermain is proposed to be installed between Cameo and � Chi endale Avenues. This 12" trunk line will re lace the existing 6" line PP P � and will meet the requirements autlined in the City of Rosemount Comprehensive Water System Plan. � � A storm drain system is also proposed to be installed along 145th Street to facilitate street drainage. � � 2.3 Data Available- Information and materials used in the preparation af this report include the following: � � • City of Rosemount Record Plans • City of Rosemount Comprehensive Water System Plan, 1988 � • City of Rosemount Drainage Plan, West Drainage Area, May 1989 � • Feasibility Report on 145th Street Intersections at Chippendale Avenue and Chili Avenue, City Project No. 179, February, 1988. � • City of Rosemount Topography Maps � • Closed Circuit Television Inspection Report, February, 199Q � � � � ' � OSM Project No. 4438.60 Page 3 � � 3 GENERAL BACKGROUND' � � ` 3.1 Project Location - The project is located on 145th Streef from Shannon Parkway to Cameo Avenue and on Chile Avenue from 145th Street to the � Independent School District No. 196 south boundary. All of the proposed � improvements will take place within the e�sting road right-of-way for 145th Street and Chile Avenue except for the proposed realignment of the � hi i n with 145th Street. The C ppendale and Chile Avenues at the intersect o � entire project is located within Sections 29 and 30. The project location is shown on Drawing No. 1 in the appendix of this report. � � 3.2 Project Zoning - Generaliy the project area is zoned single family and � multiple family residential. However, the sauth side of 145th Street between Chippendale and Cimanon Avenues is zoned convenience � commercial. � 3.3 Project History - Prior to October, 1975, 145th Street was known as Ash � Street. The len th of roadwa between State Hi hwa 3 (previously State g Y g Y � Trunk Highway No.218) and the Dodd Boulevard intersection was Dakota County Highway No. 42. (Dodd Boulevard also was a part of County � Road 42 . This ortion was reconstructed b the Coun in 1956 and had ) P Y tY � a 1-1/2" bituminous overlay installed in 1968. :� � OSM Project No. 4438.60 Page 4 � � The length of roadway between the Dodd Boulevard intersection and the � west ed e of Rosemount was desi ated as County Road No. 33. This g � � length of raadway was built to a rural section in 1962 and the length of roadway west of Shannon Parkway was built to an urban section in 1992 � as art of Ci Pro'ect No. 206. P tY J � These roadways were revoked as County State Aid Highways as of �` October 21 1975. The then became the res onsibili of the Ci of � Y P tY tY � Rosemount. Numerous bituminous patches have been installed as ' required since 1975. � � A Feasibility Report which recommended a new alignment for the Chippendale/Chile Avenues and 145th Street intersection (City Project � No. 179) was presented to the City Council in April, 1988. The Council � accepted the report, but did not take any further action at that time. � 3.4 Existing Conditions - � � 3.4.1 Roadway: From Shannon Parkway to Chippendale Avenue the existing raadway is a 24' wide bituminous rural section and from � Chi endale Avenue to Cameo Avenue the existin roadwa is a PP B Y � 4D' wide urban section with concrete curb and gutter. The e�sting � � QSM Project No. 4438.60 Page 5 � � Chile Avenue roadway is a 32' wide urban section with concrete � curb and tter on the east side and a bituminous curb on the west � � side. � • h e e s 145th S#reet There are a number of dnveways whic a c s , �, especially between�ameo and Chile Avenues. All of these will be reconstructed to the right-of-way line. � � C�rrently no parking is allowed on 145th Street between Shannon Parkway and Chippendale Avenue while parking is allowed on both � meo Avenue. sides of 145th Street from Chile Avenue to Ca � The 145th Street intersection with Chile and Chippendaie Avenues � was investigated in detail in the April, 1988 Feasibility Report as � part of City Project No, 179. � 3.4.2 Sanitary Sewer: There is an existing 8" sanitary sewer in the south � boulevard area on 145th Street from Cimanon Avenue to Shannon � Parkway and along the centerline of 145th Street from Chippendale Avenue to Cameo Avenue. As stated in Section 1.2 of this repart � a television ins ection of the sanita sewer lines in this area P rY � revealed that the pipe is in poor condition along the project route. � � OSM Project No. 4438.60 Page 6 � � The existing sarutary sewer lines are shown on Drawing Nos. 4 � throu h 7 in the A endix of this re ort. g PP P � 3.4.3 Watermain: There is an e�cisting 12"and an existing 16"watermain � alon 145th Street from Shannon Parkwa to Chi endale Avenue g Y PP � and an existing 6"watermain from Chippendale Avenue to Cameo Avenue. The existing watermain lines axe shown on Drawing Nos. � 4 throu 7 in h A ndix of this re ort. gh t e ppe P � 3.4.4 Storm Drain: The proposed project is located in four different � drainage districts: Hawkins Pond, Schwarz Pond, Wachter Pond � and Erickson Parl� as shown in Drawing No. 2 in the Appendix of' � this report. � Existing storm drain facilities are located at the Shannon Parkway, � Chippendale/Chile Avenues and the Cameo Avenue intersections. Drawing Nos. 4 through 7 located in the Appendix of this report � shows the existin storm drain facilities in the ro'ect area. g P J � 3.4.5 'h�ail/Walkway: 'There are existing 8'wide bituminous and 5'wide � concrete walks located alan the ro'ect route. The 8' wide' g P J : � bituminous walkway is located on the s�uth side of 145th Street � � OSM Project No. 4438.60 Page 7 � � between Shannon Parkway and Chippendale Avenue. The 5' wide � concrete walk is located on both sides of 145th Street from � Chippendale Avenue to Cameo Avenue. There is an existing bituminous trail located on the west side of Chile Avenue. � � 3.5 ZYaffic Analysis - A traffic analysis was conducted in the 145th Street project area and a letter report was submitted to the City Engineer on � A ril 16 1992 and was reviewed at the Ci Council Meetin on A ril 21, P , tY � P � 1992. The purpose af the analysis was to determine the road section required for the 145th Street reconstruction as part of Gity Project No. � m h letter are included 206. A copy of the average daily traffic map fro t e � in the Appendix of this report (Drawing No. 3). � The results of the capaeity analysis indicate that the existing two lane � faciiity operates at satisfactory levels of service. In the future the amount � of traffic on 145th Street is expected to increase. However, when Conemara Trail is connected to State Trunk Highway 3 it will reduce the � traf�c demand on 145th Street. It was determined, for City Project No. � 206, that a 40' wide urban roadway section (2 driving lanes) would be constructed on 145th Street from Diamond Path to Shannon Parkway with � arkin allowed on one side of the street. P � 1 � � OSM Project No. 4438.60 Page 8 � � In 1990 the Mn/DOT Office of State Aid denied a variance request from � the Ci of Rosemount to allow arkin on both sides of 145th Street from tY P g � Chippendale Avenue to Cameo Avenue. � � � � � � � � r � � � , � : � OSM Project No. 4438.60 Page 9 , � 4 PROPOSED IMPROVEMENTS � , � 4.1 Roadway - For City Project No. 235, it is proposed to continue the 40' wide urban roadway section (2 driving lanes) from Shannon Parkway to � Cameo Avenue 0.9 miles with arkin allowed on one side. The t ) P g � proposed street section will consist of appro�mately 4 1/2" of bituminous surface and 8" of Class 5 gravel and will be flanked on both sides with � B618 concrete curb and tter. The ro osed roadwa will be lowered 8� P P Y � approximately 2 to 3 feet from Shannon Parkway to the Chippendale/Chile Avenue intersection to facilitate drainage in the area. � From the Chippendale/Chile Avenue intersection to Cameo Avenue the � proposed roadway will be reconstructed appro�cimately to its eacisting location and elevation. � � As shown on Drawing Nos. 4 through 7 in the Appendix of this report turn � lanes will be constructed at Shannon Parkway, Cameo Avenue and at the Chippendale/Chile Avenue intersection. The right turn iane on east � bound 145th Street was extended to include the Super America and Tom � Thumb entrances. � DOT State Aid standards. The proposed roadway section meets Mn/ 1 � � OSM Project No. 4438.60 Page 10 � � The Chippendale/Chile Avenues realignment is praposed to be � constructed as desi ned in the Feasibili Re ort for Ci Pro'ect No. 179 g tY P tY 3 � � completed by Short, Elliot, Hendrickson, Inc., which was accepted by the City Council in April of 1988. As this report explains, the realignment of � this intersection as ro osed will considerabl im rove traffic flow throu h P P Y P g � this area. The cost estimate includes provisions for future signalization of this intersection. The proposed intersection is shown on Drawing No. 8 � in the Appendix of this report. � � A.s part of the intersection realignment it is recommended that the Dodd Boulevard connection onto Chippendale Avenue be terminated by creating � a cul-de-sac adjacent to the Super America driveway entrance. � Eliminating the Dodd Boulevard connection onto Chippendale Avenue will significantly reduce the traffic congestion at the intersection and will , greatly im rove traffic and edestrian safe in the area. Drawing No. 8 P P tY ' in the Appendix of this report shows the proposed Dodd Boulevard cul-de- sac. A second altemative that was reviewed was to allow Dodd Boulevard � to connect to Chi endale Avenue at a roximatel 100' south of it's PP PP Y � existing location. This alternative will require the purchase of addition right-of-way from the parcel located south of Dodd Boulevard at � Chi endale Avenue. PP � � � OSM Project No. 4438.60 Page 11 r � The Chile Avenue reconstruction will include the removal of the existing � avement bituminous curb and trail on the west side and ossibl the P , , F X � concrete curb and gutter on the east side from 145th Street to the Independent School District No. 196 south boundary (0.2 miles). It will � be re laced with a 32' wide bituminous street flanked b concrete curb P Y � and gutter on both sides. 'The trail will be installed as a normai boulevard, sidewalk section instead of having the trail immediately � ad'acent to the curb. J � , 4.2 Sanitary Sewer - It is proposed to reconstruct approximately 2�0' of 8" � Th rvi in h samtary sewer from Cameo to Chippendale Avenues. e se ces t e � area that are found to be in poor condition will also be reconstructed. � A 4" sanitary sewer service wiil also be provided to the proposed Fire ' Station site as part of this project. � The proposed sanitary sewer improvements are shown on Drawing Nos.S � throu h 7 in the A endix of the re ort. g PP P ' 4.3 Watermain-T'he proposed watermain improvements include replacing the � existin 6" line from Chi endale Avenue to Cameo Avenue with a 12" g PP , trunk line. The 1"watermain services in the area will also be repiaced to � ' OSM Project No. 4438.60 Page 12 ' � the right-of-way line. The proposed watermain improvements confarm to � the Com rehensive Water S stem Pla 1988. P Y � � A 6" watermain service will be provided to the proposed Fire Station site � as art of this ro'ect. P P J � The proposed watermain improvements axe shown on Drawing Nos. 5 � throu h 7 in the A endix of this re ort. g PP P � 4.4 Storm Drain - In aecordance with City policy all storm drain systems are � desi ned to handle a 10 ear - 24 hour rainfall event and all onds and g Y P , storm drain outlets are designed to handle a l00 year - 24 hour rainfall :� event. , The proposed storm drain improvements include the installation of 2000' ' of 12" to 21" diameter storm drains. The proposed improvements conform to the City of Rosemount Drainage Plan - West Drainage Area, 1989 and � are shown on Drawing Nos. 4 through 7 in the Appendix of this report. ' The existing storm drain facilities located on Chile Avenue may be � e anded to include the 143rd Street intersection. The costs for this xP 1 improvement are also included in this report. However, the proposed ' � OSM Project No. 4438.60 Page 13 � , changes may not be required after surveying and further design is � com leted. P , 4S 1tai1/Walkway - The existing bituminous and concrete trails/walkways � that are disturbed durin construction will be restored to their original g , condition. ' wn n Drawin 4.6 S#reet Iaghts - The proposed street hghting system is sho o g , Nos. 4 through 7 in the Appendix of this report. ' Three different street light styles were reviewed for use along 145th Street � and are listed as follows: - Acorn Style - 150 watt acorn shaped fixture mounted on a 15'' � fiberglass decorative pole with a base. Estimated � installation cost for each light = $2,600.00. , - La.ntern Style - 150 watt lantern fixture mounted on a 18' pole. , Estimated installation cost for each light = $1,QOD.00. , - Cobra Style - 250 watt fixture mounted on an 6' mast arm on a 30' � ole(aluminum or fiberglass). Estimated installation P , cost for each light = $2,300.00 (aluminum pole) � � OSM Project No. 4438.60 Page`14 , , $1,400.00 (fiberglass pole) , 1 A cost comparison for installing street lights along the project route for each of the above listed styles is listed as follows: � ' - Acorn Style - 7 Ea * $2,60Q.00 = $18,200.00 - Lantem Style - 7 Ea * $1,000.00 = $7,000.00 ' - Cobr 1 - : — Aluminum Pole a Sty e 7 Ea $2,300.04 — $16,100.00 ( ) ' - Cobra Style - 7 Ea * $1,400.00 = $9,800.00 (Fiberglass Pole) � The local electnc utility for this project is Northern State Power Company. They will , install a11 wiring, connections, and fixtures. This work will be constructed under contracts separate from the street and utility work discussed in this report. ' ' 4.7 Overhead Utilities - As part of the 145th Street Improvement project it is ' proposed to relocate the existing overhead lines. Several alternatives for relocating the existing overhead lines along 145th Street were reviewed � and are listed as follows: � 4.7.1 Electric Utility: � Alternative No. 1 - Bu the existin overhead lines in- lace frorn rY g P ' Chippendale Avenue to Cameo Avenue. This aiternative would require , , OSM Project No. 4438.60 Page 15 ' ' the purchase of a 10' wide utility easement on the north and south side of ' 145th Street to allow for the installation of 2 or 3 lar e el�ctricai "switch g � boxes° (approximate dimensions 8'x 8'). This Altemative would also require that each house service along the project route be revised. The � cost for revisin each house service is estimated at $600.00. This cost g � estimate assumes that the electric service for each house meets current codes and only a minimal amount af work is required. ' ' A separate contractor would need to be hired by each of the property owners to revise their connection from the new buried electric service to , the house including revising the metered connection. The minimum , service charge for each homeowner will also increase frorn $4.50 to $6.50 per month when their electric service changes for overhead to ' underground. i Total Estimated cost for Alternative No. 1 = $280,OQ0.00 (This cost does : , not include the cost for revising each house service but it does include � credit from NSP for existing facility reuse), � Alternative No. 2 - ReIocate the existing overhead lines located an 145th , Street from Cameo Avenue to Chi endale Avenue onto 146th Street. PP ' This Alternative would require replacing the existing poles on 146th Street ' ' , OSM Project No. 4438.60 Fage 16 ' ' with new poies that are 5' taller and have a 8' cross arm. This Alternative ' would also re uire installin a ole and 3 s ans of conductor on 146th q g P P � Street between Chianti Avenue and Chippendale Avenue where overhead power lines do not presently exist. , ' With the main lines relocated to 146th Street a new underground residential distribution system could be installed along 145th Street. As � ' h rn ' i n e would be re uired to revise their wit Alte ative No. 1, each res de c q ' current overhead service to accept the undergraund installation. , Total estimated cost for Alternative No. 2 = $ 1D1,000.00. (This cost does ' not include the cost for revising each house service but it does include credit from NSP for e�sting facility reuse). ' , Alternative No. 3 - Allow the main line overhead service to stay on the ' north side of 145th Street and put the street crossings and the residential distribution system for 145th Street underground. As with Alternative , No.'s 1 and 2 each residence on the south side of 145th Street would be ' required to revise their current overhead service to accept the underground insiallation. ' ' , ' OSM Project No. 4438.60 Page 17 , ' Total estimated cost for Alternative No. 3 = $15,000.00 (This cost does � not include the cost for revisin each house service}. g , Alternative No. 4 - Allow the overhead lines to remain on 145th Street. � Some of the oles alon the ro'ect route ma need to be moved to P � P J Y ' construct the roadway ta Mn/DOT State Aid Standards. NSP has stated that they could upgrade their facilities in this area which would r aestheticall im rove 145th Street. Y P ' Total estimated cost for Alternative No. 4 = $0.00 , � 4.7.2 Telephone Utility: The existing main line telephone cable located on 145th Street between Chippendale Avenue and Cameo Avenue , is underground. However, the existing residential telephone ' services are overhead. The estimated cost for burying the existing , residential telephone services in this areas is $l0,OQ0.00. A Vista Telephone representative stated that the existing overhead � tele hone lines located on the north side of 145th Street west of P , Chippendale Avenue are on a high priority list to be buried. ' 4.7.3 Cable T.V.: The existin Cable TV line on 145th Street between g ' Chippendale Avenue and Cameo Avenue is located a�erhead on ' ' OSM Project No. 4438.60 Fage 1$ ' , the electric utility poles. If it is deternvned that the e�sting , electric lines are to be buried or relocated, then the Cabie TV lines ' will do the same.The estimated cost for burying the e�cisting Cable TV lines in-place is $15,000. If it is required that the existing poles ' be relocated due to the roadwa construction, then the Cable TV Y ' lines will be relocated with the poles at no cost to the City. , 4.8 Right-of-way and Easements - Most of the work under this project will be ' completed within the existing right-of-way along 145th Street and Chile Avenue. However, the realignment of the Chippendale/Chile Avenues � i i i i n of additional ri ht of wa . As mtersect on vtnll require the acqu s t o g y , elcplained in the April, 198$ Feasibility Report for City Project Na 179, small areas will need to be acquired from Lot 1, Block 1 of Rahn's 4th ' Addition and from the parcel located south of Dodd Boulevard at its � intersection with Chippendale Boulevard. A larger area will be needed from Outlot A of the Carrollton Addition for the realignment of Chile , Avenue. , ' ' � ' ' OSM Project No. 4438.60 Page 19 ' 1 ' Additionally, temporary grading easements will be required on portions of , the ro'ect, but cannot be determined until final design. P l � The estimated project costs listed in this report do not include easement , and ri ht-of-wa ac uisition costs. g Y q ' Right-of:entry agreements will also be required frorn a number the ' ro erties alon the ro'ect rbute in order to match the existing yard and P P g P J ' driveway areas ta the proposed street and service construction It is assumed that these right-of-entry agreements will be acquired at no ' ' n st to the Ci . additio al co ty ' 49 Permits/Approvals - Permits will be required for this project from the ' Minnesota Department of Health for watermain extensions and the ' Minnesota Pollution Control Agency for sanitary sewer extensions. Approval of the sanitary sewer plans is also required by the Metropolitan ' Waste Control Commission. ' ' As a Minnesota Department of Transportation State Aid Project,the plans must meet the Mn/DOT Standards and will follow through the M.S.A. - ' rocess to obtain the a rovals necessa for cost participation. P PP rY ' ' � OSM Project No. 4438.60 Page 20 � � 4.10 Detour Route - During the majority of the construction operation it will � be necess for the contractor to kee traffic off of 14Sth Street West a�'Y P ' from Shannon Parkway to Cameo Avenue. Therefore, it will be necessary to set up a detour route around the proposed construction. It is proposed � to detour the traffic south on STH 3 then west on Coun Road 42 then tY ' north on Shannon Parkway and back to 145th Street and vis versa. � � � � ' � � � � ' � ' ' � OSM Project No. 4438.60 Page 21 � � 5 FINANCING � � 5.1 Cost Estimate - Detailed Cost Estimates can be found in the Appendix of this report. The estirnates axe based on 1992 construction costs and � include a 10%contingency factor and all related administrative costs The � administrative costs are estimated at 30% and include 1ega1, engineering, interest and other administrative items. A summary of these costs are � listed as follows: � SUMMARY QF PROJ�CT COSTS � CHILE 145TH STREET AVENUE � Sanitary Sewer $0.00 $80,400.00 Sanitary Sewer Service $0.00 $58,100.00 � Watermain $0.00 $130,600.00 Water Services $0.00 $57,700.00 � : Storm Drain $i5,400.00 $94,2U4•04 � Streets $25,000.00 $678,400.00 Street Lighting $ 0.00 ""$7,�.� � Overhead Utilities $0.00 ""`$0.� Sidewalk/Trail $8,400.00 $99,200.00 � Totals 48,800A0 1,205,600.00 * Final design will determine whether or not this is required � ** The cost summary assumes that 7 lantern style street lights will be installed along 145th Street. *** 'The cost summary assurnes that the overhead utility lines remain in- , place along 145th Street. � � OSM Project No. 4438.60 Page 22 � � � 5.2 Cost Recovery - This pro'ect ' � �11 be funded from assessrnents, Street and Core Fund(includes Mn/DOT State Aid � Funds), Storm Sewer Core Fun Watermain Core Fund and the Sanita a� � ry Sewer Core Fund. Shown below are the General Funding OVe�e�for the Reconstruction Project, follo • �45th Street and Chi1e A�enue � �ng the overviews is a discussion of e �e project items and their revenue so ��h of � urces: � � � � � � � � � 4SM Project No. 4438.60 Pag� � ESTIMATED GENERAL FUNDING OVERVIEW 145TH STREET RECONSTRUCTION FROM SHANNON pARgWAY T O CAMEO AVENUE PLUS THE CHIPPENDALE - CHILE AVENUE REALIGNMENT ITEM ESTIMA'TED ASSESSMENT COST STORM WATERMAIN SANITARY SEWER CORE CORE FUND STREET TOTAL FUND SEWER CORE FUND REVENUES Sanitary Sewer $80 400 CORE FUND =• � $41,784.00 $0 Sanitary Sewer $58 100 �� $38,615.52 $0 $80,400 Services ' $30,211.86 �p $0 $27,888.14 $0 $58,1� Watermain $130,600 $32,331.15 $0 $98,268.85 $0 Water Services $57,700 $46,159.85 $� $130,600 �� 11,540.15 $p Storm Drain $94,200 �� $� 557,700 $0 $0 �� Street $678,400 $252,355.43 $94,200 $94,200 �0 $0 $� Street/Lighting $7 000 $� $426,044.57 $678,400 ' $0 Sidewalks/Trails $99,200 �� $� $7,000 $0 $7,000 Overhead $0 $0 $0 $0 $99 200 Utilities $� gp � $99,200 $0 $� $� $0 TOTALS $1,205,600.00 $402,842.29 $� $109,809.00 $66,503.66 $626 444.57 ** Street Core Fund includes Mn/DOT State Aid Funds ' �1,205,600.00 � `� � � � � � � � _ � � � � � � � � � /� ESTIMATED GENERAL FUNDING OVERVIEW CHILE AVENUE RECONSTRUCTION FRQM 144TH STREET TO ISD NO. 196 SOUTH BOUNDARY ESTIMA'TED REVENUES �M ES'PIMATED ASSESSMENT STORM STREET TOTAL COST SEWER CORE CORE FUND REVENUES FUND Storm Drain $15,400.00 * �0 $15,400.00 * $p . $15,400.p0 Street $25,000.00 $22,696.87 $0 $2303.13 $25,000.00 Sidewalk/Trail $8,400.00 $0 $0 $8,400.00 $8,400.00 TOTALS $48,800.00 $22,696.87 $15,400.00 $10,703.13 $48,800.00 * Final Design will determine whether or not this is required � � � � � � � � � � � � � � � � � � � � � � 5.2.1 Sanitary Sewer: Because the sanitary sewer work is considered � replacement/rehabilitation it is proposed to assess the improvement based on its useful life. The sewer was constructed � in 1955 and has a expected life o€50 years. Project costs in excess � of the amount assessed will come out of the Sanitary Sewer Cost fund. Sanitary Sewer Services will also be assessed based on their � useful life. ■ 5.2.2 Watermain: Because the watermain work is replacement and � upgrading of an existing line, it is proposed to assess the � improvement based on the useful life of its residential e uivalent. q � The watermain was constructed in 1948 and has a e�ected life of 50 years. Project costs in excess of the amount assessed will corne � out of the Watermain Core Fund. Watermain services will also be � assessed based on their useful life. � 5.2.3 Storm Drain: A portion of the storm sewer (catch basins and ca,tch � basin leads} will be paid for by Mn/DOT State Aid Funds. The remaining funds will come from the Storm Sewer Core Fund. �, � � � OSM Praject No. 4438.60 Page 26 � � , 5.2.4 Street: Revenues for street construction will be available through � special � assessments, Mn/DOT State Aid Funds and Street Core Funds. � 5.2.5 Sidewalk/Trail: Revenues`for sidewalk/trail construction will be � available through the Street Core Fund. � 5.3 Assessments -Assessments for the project were determined using the City � of Rosemount Assessment/Improvement Policy (adopted by the Ci tY � Council on March 17, 1992). The assessment Policy states that only those properties that have an access or connection to the improvement will be � assessed. A list of the properties ro osed to be assessed for the 14 P P Sth St. � Project is given in the Appendix of this report. The foilowing table shows the proposed assessment rates and the corresponding assessment basis for � each zonin e in the r ' g tYp p o�ect area: � � � � � � � OSM Project No. 4438.60 Pa e 27 g � � � ASSESSMENT RATES � Assessment Zonin Assessment Basis Assessment Per g Type Type Front Foat � Street R-1 32' wide street, including lateral $53.80/foot C-1, R-3 storm drain and street lights. � C-1, R-3 37' wide street including lateral $59.37/foot storm drain and street lights � Watermain R-1 Residential watermain equivalent $12.88/foot 6" main, gate valves, fittings (plus 20% credit for useful service life). �, � Watermain R-1 Total estimated cost of watermain $1125.85 Jeach Services services divided by the number of � services (plus 20°rb credit for useful service life). Sanitary Sewer R-1 Total estimated cost of sanitary $16.21 Jfoot � sewer divided by the assessable front footage (plus 48% credit for useful service life). � Sanitary Sewer R-1 Total estimated cost of sanita $719.33 each rY � Services sewer services divided by the � number of services (plus 48% credit for useful service life). � � � �'I � � � � OSM Project No. 4438.60 Page 28 � �, � 6 PROJECT SCHEDULE � � The proposed project schedule for this improvement is as follows: � Neighborhood Meeting January 13, 1993 � Receive Feasibility Report/Set Public Hearing January 19, 1993 Hold Public Hearing/Order Plans & Spec's February 16, 1993 � , Accept Plans and Spec s/Order Ad for Bid March 16, 1993 � Bid Opening Apri123, 1993 Receive Bids/Award Contract May 4, 1993 � Begin Construction June, 1993 � Substantial Completion of Construction September, 1993 Final Wear Course Installation June, 1994 � Assessment Hearing Fall, 1994 �r First Payment with Real Estate Taxes May, 1995 � � � � 1 � � OSM Project No. 4438.60 � Page 29 � � 145TH STREET RECONSTRUCTION PROJECT SHANNON PARKWAY TO CAMEO AVENUE � CITY OF ROSEMOUNT CITY PROJECT N0. 235 � PRELIMINARY COST ESTIMATES � A. SANITARY SEWER � # ITEM QTY UNIT AMOI7NT PRICE 1. Remove existing Sewer Manhole 5 EACH $400.00 2,000.(� � 2. Remove F�cisting San. Sewer Pipe 1915 L.F. $2.00 3,830.00 3. Connect to Existing San. Sewer 10 L.F. 100.OQ 1,0�.(l0 � Stub 4. Repair/Re-grout Manhoie at 2 EACH $100.00 $200.(� Breakin � 5. 8" PVC Pipe Sewer SDR 35 370 L.F. $22.00 $8,140.00 6. 4' Dia. San. Sewer Manhole (0- 5 EACH $1,(�0.00 S,OU0.00 � 10') 7. Extra Depth Manhole 10 L.F. $100.00 1,00(?.00 8. Rock Trench Stabilization 50 TON $11.00 $554.00 � Sub-total $56,21'0.00 + 10% Contingencies $5,621.00 � Tota1 Sanitary Sewer Construction Cost $61,831.00 + 30% Administration $18,569.00 � TOTAL ESTIMATED SANITARY SEWER PROJECT COST $80,400.00 � � � � � � ', � � � B. SANITARY SEWER SERVICES # ITEM QTY UNIT AMOiJNT PRICE � 5. 8" X 4" PVC WYE 42 EACH $50.00 $2,1�.00 4. 4" PVC Pipe Sewer SDR 26 1540 L.F. $25.00 $38,5�.00 � Service Pipe Sub-total $40,604:00 + 10% Contingencies $4,060.� � Total Sanitary Sewer Construction Cost $44,f�0.� + 30% Administration $13,440.(�4 � TOTAL ESTIMATED SANITARY SEWER PROJECT COST $58,100.00 � � � � � � � � � � - � � i � I � I '�� G WATERMAIN # ITEM QTY UNIT PRICE AMOUNT � 1. 6" DIP CL 52 Watermain 2� L.F. $18.00 $3,b00.� 2. 12" DIP CL 52 Watermain 2i50 L.F. $25.00 $53,750.� � 3. 6" Gate Valve & Box 12 EACH $400.00 $4,$(�.00 4. 12" Gate Valve & Box 4 EACH $1000.00 $4,000.00 � 5. Hydrants 5 EACH $1100.00 $S,SOO.t� 6. Relocate Hydrant 2 EACH $10�.� 52,�0.� ` � 7. Hydrant Extensions 2 L.F. $250.00 $500.00 8. Fittings 4500 LB $1.35 $b,Q75.00 9. Connect to Eacisting W.M.Stub 4 EACH $500.00 $2,U00.00 � 10. 12" X 12" Wet Tap Incl. 12° 1 EACH $2000.00 $2,0�.00 Tapping Valve � 11. 12° X 16° Wet Tap Tncl. 12" 1 EACH $2000.00 $2,000.00 Tapping Valve 12. 12" X 6° Wet Tap Incl. 6° 1 EACH $1200.00 $1,20U,00 � Tapping Valve 13. Abandon W.M. (Ail Sizes) 2100 L.F. $1.(� $2,100.00 ' � 14. Remove Valve Box 7 EACH $100.00 �700.00 15. Rock Trench Stabilization 100 TON $11.00 $1,100.00 Sub-total $91,325.00 � + 10% Contingencies ' $9,150.00 Total Watermain Construction Cost $100,475.00 � + 30% Administration $30,125.00 TOTAL ESTIMAT'ED WATERMAIN PROJECT COST $130,6(�.00 � � � � �'' � � � � D. WATER SERVICES � # ITEM QTY UNTT PRICE AMQUNT 1. 1" Corporation Stop 41 EACH $55.� $2,255.00 � 2. 1" C'�rb Stop & Box 41 EACH $104.00 $4,1t�.00 3. 1" Type K Copper Service Pipe 1350 L.F. $10.� $13,500.00 � 4. Connect to Existing Service 41 EACH $1�.Q0 4,100.00 5. Restoration 1 L.S. $16,400.00 16,400.(�0 � Sub-total $40,355:00 + 10% Contingencies , $4,035.00 � Total Water Services Construction Cost $44,390.50 + 30% Admirustration $13,309.50 TOTAL ESTIMATED WATER SERVICES PROJECT C4ST $57,7(�.00 � � � � � � � � � � � � � � E. STORM DRAIN � # ITEM QTY UNIT PRICE AMOUNT 1. 12" RCP Sewer Design 3006 340 L.F. $20.00 $6,80U.00 � CL V 2. 15" RCP Sewer Design 3006 835 L.F. $21.� $17,535:Q0 CL V � 3. 18" RCP Sewer Design 3�6 690 L.F. $23.00 $15,870.OD CL III 4. 21" RCP Sewer Design - 200 L.F. $27.00 $5,400.1� � 3006 CL 111 5. Construct 48" Dia. Stm. MH 4 EACH $9�.00 $3,600.� � (0 - 10') 6. Exeess 48" Dia. MH Depth 4 L.F. $100.00 �400.(� (over 10') � 7. Construct 48" DIA Storm 8 EACH $900.00 $7,200.� CB/MH 8. Construct 72" DIA Storm 1 EACH $1,200.00 $1,200.00 � MH (0-10') 9. Construct Catch Basin 8 EACH $SSO.OQ $6,800.00 � 10. Rock Trench Stabilization SD '7'ON $l i.00 $550.(M� 11. Connect to Existing MH 1 EACH $200.00 $200.00 12. Connect to Fxisting Stub 3 EACH $100.00 $300.00 � Sub-total $65,855.OQ + 10% Contingeneies $6,585.00 � Total Storm Drain Construction Cost $72,440.00 + 30% Administration $21,760.00 � TOTAL ESTIMATED STORM DRAIN PROJECT COST $94,200.00 , � � � � � � F. STREETS � # ITEM QTY UNTT AMOUNT PRICE 1. Mobilization 1 L.S. $10,000 $10,000.00 � 2. Clean-up 1 L.S. $10,000 $10,000.00 3. Remove Bituminous 16950 S.Y. $1.00 $16,950.00 � 4. Remove Storm Sewer Pipe (All Sizes) 100 L.F. $5.� $5�.00 5. Remove Concrete C�rb & Gutter 6370 L.F, $2.00 $12,740,(� � 6. Remove Catch Basin 3 EACH` $200.00 $b00.fl0 7. Remove Manhole 1 EACH $250.t� 5250:00 � 8. Remove Concrete Sidewalk 23500 S.F. $1.50 $35,250.00 9. Saw Cut Bituminous Favement 300 L.F. $3.00 $900.00 10. Common Excavation 29,400 C.Y. $3.00 $88,2�.� � 11. Granular Bonow (LV) 4200 C.Y. $5.00 $21,(�0.00 12. Topsoil Bonow 1500 C.Y. $6.00 $9,OQU.� � 13. Subgrade Freparation 58.5 R.S. $1t�?.00 $5,850.Q0 14. Aggregate Base CL 5 - 100% Crushed 12,100 TON $5.00 $60,5�.00 , Rock 15. Type 31 Base Course Mixture 3820 T4N $15.(� $57,3�.� 16. Type 41 Wear Course Mixture 3120 TON $18.00 $56,160.U0 , 17. Bituminous Materiai for Tack Coat 1500 GAL. $1.20 $1,8(H?.00 18. Concrete C�rb & Gutter B618 10,400 L.F. $4.50 $46,800.00 '� 19. irregular Width Paving (Driveways) 1670 S.Y. $2.00 $3,340.00 20. Conduit 210 L.F. $10.00 $2,100.� � 21. Seed W/Mulch & Fertilizer 1 ACRE $1500.00 $1,500.� 22. Sod 11,470 S.Y. $2.00 $22,944.00 � 23. F & I Trees 13 EACH $250.00 $3,250.00 24. Furnish & Install Traffic Signs 6 EACH $150.00 $900.00 25. F & I Signal Light Handhole 8 EACH $450.00 $3,600,00 � 26. Traffic Marking Paint 40 GAL. $50.00 $2,000.t� 27. StructureJGV Adjustment 10 EACH $100.00 $1,000.(�(? ` � Sub-total $474,43U.OU � + 10% Contingencies $47,443.00 Total Street Construction Cost $521,873.00 + 30% Administration $156,527.00 � TOTAL ESTIMATED STREET PROJECT COST $678 400,00 � � � � G. 5iDEWALK/TRAIL � # ITEM QTY UNIT AMOUNT PRICE � 1, 4�� Concrete Walk 155t� S.F. $3.U0 $4b,500.00 2. 2" Bituminous Walk 22900 S.F. $1.00 �?�9Q(�,QQ � Sub-Total � $69,40U.00 + 10% Contingencies 40 � Total Sidewalk/Trail Construction Cost 76,340.t� + 30% Administration $22,860.00 � TOTAL ESTIMATED/SIDEWALK/TRAIL PROJECT COST 99,2�.00 � � H. CHILI AVENUE STORM DRAIN # ITEM QTY UNTT PRICE AMOUNT � L 12" RCP Sewer Desi 3006 CL V 320 L.F. S20.00 $6 400.� � � 2. Construct Catch Basin 4 EACH $850.00 $3,400:00 � 3. Construct 48" Dia. Stm. MH (0-10') 1 EACH �950.00 $950.QU Sub-total $10,750.04 � + 10% Contingencies $1,100.00 Total Chile Avenue Storm Drain Construction Cost $11,850.� , + 30% Administration $3,SSU.�U TOTAL ESTIMATED CHILE AVENUE STORM DRAIN PROJECT $15,400.Q0 � COST ' � , � � � � � ' , L CHILE AVENUE STREET (32 WIDTH) � . # ITEM QTY ITNIT PRICE AMOUNT 1. Remove Biturrunous 1500 S.Y. $1.00 $1,5�.00 � 2. Remove Concrete Curb & 330 L.F. $2.� $b60.00 Gutter 3. Saw C�t Bituminous Pavement 120 L.F. $3.00 $360:00 � 4. Common Excavation 1100 C.Y. $3.00 $3,3�.t� 5. Granular Borrow (LV) 200 C.Y. $4.00 $800:00 � 6. Topsoil Borrow 50 C.Y. $6.00 $300.00 7. Subgrade Preparation 3.5 R.S. $1(�AO $350.� � 8. Aggregate Base CL 5 - l0U% 360 TON $5.00 $1,800.00 Crushed Rock � 9. Type 31 Base Course Mixture 140 TON $15.00 $2,10U.00 10. Type 41 Wear Course Mixture 120 TON $18.00 $2,160.40 , 11. Bituminous Material for Tack 80 GAL. $1.20 $96.00 Coat 12. Concrete Curb & Gutter B618 560 L.F. $4.50 �2,520.00 � 13. Irregular Width Paving 70 S.Y. $2.00 $140.00 (Driveways) � 14. Sod 400 S.Y. $2.00 $$00.40 15. Structure/Gate Valve 6 EACH $100.00 $600.00 Adjustment , Sub Total $17,486.00 + 10% Contingencies $1,748.00 , Total Street Construction Cost $19,235.00 + 30% Administration $5,765.00 ' TOTAL ESTIMATED CHILE AVENUE STREET PROJECT COST $25,�0.� � � ' , � � � J. CHILE AVENITE SIDEWALK/TRAIL , - -- -- ___ _ __. ' , # ITEM QTY UNIT PRICE AMOUNT 1. 2" Bituminous Walk 5900 S.F. $1.00 �.�oa,00 � Sub-Total $5,90t1.� + 10% Contingencies �;�� Total Estimated Chile Avenue $6,490.(� Sidewalk/Trail Construction Cost + 30% Administration $1,91U.� 1 TOTAL ESTIMATE CHILE AVENUE SIDEWALK/TRAIL $8,4t�.tM� PROJECT COST � ' � � � ' ' ' � � ' � ' � PRELIMINARY ASSESSMENT ROLL CITY PROJECT NO. 235 ' 145TH STREET RECONSTRUCTION PROJECT CITY OF ROSEMOUNT, MINNESOTA OSM PROJECT NO.4438.60 , iPARCEL ID. SITE NUMBER ABBREVIATED LEGAC D CRIPTION ECTION TOWNSHIP&RANGE ADDR SS OWNER ROSEMOUNT COMMUNITY � 34-03010-012-80 Sf 1/d,SEC 30,T115N,R19W 3810145TH ST W HOUSWG 34-03010-01 b-80 145TH ST W CARROLL,RICHARD L&EMMET � 34-03010-015-86 ROSEWOOD MANOR SE 1/4,SEC 30,T115N,R19W 145TH ST W iYCON MANAGEMENT SHIMOTA,RICHARD F.&JOYCE 34-0301Q014-88 SE 1/4,SEC 3(5,T115N,R19W 145TH ST W A. 34-03010-010-91 SE 1/4,SEC 30,T115N,R19UV 3710145TH ST W ' 34-03010-010-90 TOM THUMB FOODS MARKET INC. SE 1/4,SEC 30,Tl 15N,R19W 145TH ST W 34-03010-010-85 SUPER AMERICA SE 1/4,SEC 30,T115N,R19W 145TH ST W KELLEY,VERNON R. fINNEGAN,PATRICK F.&MARY � 34-03010-010-20 NE 1/4,SEC 30,Tl 15N,R19W 3535145TH ST W 2 34-49200-160-0 LOT 16,Bl 1,MOR'S ADDITION NW 1/4,SEC 29,T115,R19W 145TH ST W HYNES,MARY E. ' 34-03700-080-06 PART OF LOT 6, AUD.SUB.#1 NW 1/4,SEC 29,T115N,R19W 3395145TH ST W FELSTEAD,JOHN D.&BRANDI K. SCHROEDER,MARVIN& 34-03700-100-06 PART OF LOT 6, AUD.SUB.#1 NW 1/4,SEC 29,T115N,R19W 3375145TH ST W NATALIE 34-03700-120-06 PART OF LOT 6, AUD.SUB.#1 NW 1/4,SEC 29,Tl 15N,R19W 3355 145TH ST W KORNOVICH,ASHLEY J. , 34-03700-13Q06_PART OF lOT 6, AUD.SUB.#1 NW 1/4,SEC 29,Tl 15N,R19W 3335145TH ST W MAWE,WILUAM C.&JERYL G. 3d-03700-09a-06 PART OF LOT 6, AUD.SUB.#1 NW 1/4,SEC 29,T115N,R19W 3325145TH ST W TOOMBS,ROBERT&BETTY 34-0370Q010-O6 PART OF LOT 6, AUD.SUB.#1 NW 1/4,SEC 29,T115N,R19W 33151A5TH ST W STRESE,SiEVEN&DEBORAH ' ------ _- ---------- - 34-03700-070-06 PART OF LOT 6, AUD.SUB.#1 NW 1/4,SEC 29,T115N,R19W 3305145TH ST W JOHNSON,HELEN W. ----- - - _ _ _ __--- -- ----- 34-03700-0.�0-06 PART OF LOT 6, AUD.SUB.#1 NW 1/4,SEC 29,T115N,R19W 3285145TH ST W OLSON,EU6ENE 8c GLORIA , 34-03700-06406 PART OF lOT 6, AUD.SUB.#1 NW 1/d,SEC 29,T115N,R19W 3265145iH ST W KELLY,MARION 34-03700-19Q06 PART OF LOT 6, AUD.SUB.#1 NW 1/4,SEC 29,T115,R19W 3245145TH ST W - _ - - ----------- 34-03700-171-06 PART OF LOT 6, AUD.SUB.#1 NW 1/4,SEC 29,T115NR19W 3195145iN ST W STEINLE,THOMAS&MARY ' - - _--- 34-03700-160-06 LOT 8 AUD.SUB #1 NW 1/4,SEC 29,Tl 15N,R19W 3185145TH ST W SMITH HARRY&GENEVIEVE �__ __ _ _--- - -- 34-037�0�080-06 LOT 9 AUD.SUB #1 NW 1/4,SEC 29,Tl 15N,R19W 3}75145TH ST W OLSON BRADtEY A. ' 34-03700-Olal l LOT 10,AUD.SUB.#1 fVW 1/4,SEC 29,Tl 15N,R19W 3165145TH ST W KELLER,RICHAf2D F.BcDARLEIVE 34-03700-011-11 LOT 11,AUO.SUB.#1 _ NW 114,SEC 29,T115N,R19W 3155145TH ST W CHERRY,ROBERT L.&DIANE R. ___.�__- -- - -------- 34-03700-Ot 1'12 #1 _i_ NW Ud,SEC 29,T115N,R19W 3135145TH Si W DUFF,HELYN&EUGENE `, 34-03700-012-12 E 105'OF LOT 12 AUD.SUB.#1 NW 1/4,SEC 29,Tl 15N,R19W 3125145TH ST W FISCHfR,JOHN J.&EIAINE D. -----_______ -_ _---------- ____.______------- KLEMENHAGEN,DANIEL P.& ' 34-03700-010-13 LOT 13, AUD.SUB N1 }NW 1/4,SEC 29,T115N,R19W 3115145TH ST W RENEE N. _- __ - _ - - --- --- __. ---- 34-03700-010-15 LOTS 14&15,AUD.SUB ttl NW 1/4,SEC 29,T115N,R19W 14475 CAMEO AVE.�VISTA TELEPHONE CO. ----- - -- -- ------ _ -- 34-62853-010-01 LOT 1,BL 1_RAHNS 4TH ADDN. ___ SW 1/4,SEC 29,Tl 15N,R19W 3450145TH ST W RIEGERT,REGINA R.RAHN --_ _-------- - _ _------ 34-62853-020-01 LOT 2,BL 1,RAHN'S 4TH AODN.___ SW t/4,SEC 29,T115N,R19W 3400145TH ST W RECHRIGEL CARL&RUTH ' __ �__� - -• _ - ------ -- --- 34fi2853-030-01 LOT 3,Bl 1,RAHN'S 4TH ADDN._`_1SW 1/4,SEC 29,T115N,R19W 3390145TH ST W FISCHER,LUCILLE K. 34-62850-010-01 LOT l,BL l,RAHN'S ADDITION �SW 1/4,SEC 29,Tl 15N,R19W 3380145TH ST W MOELLER,MARY , Page 1 � � PRELIMINARY ASSESSMENT ROLL CIN PROJECT NO. 235 ' 145TH STREET RECONSTRUCTION PROJECT CITY OF ROSEMOUNT, MiNNESOTA OSM PROJECT N4. 4438.60 � , PARCEL ID. �E NUMBER A BREVIA GAl D S RIP I N S ION T WN IP RAN E ADDRESS R � 34-62853-020-01 LOT 2,BL l,RAHN'S ADDITION SW 1/4 SEC 29,T115N,R19W 3370145TH ST W WIEDERHOLD,JOHfV 8r JUDITH ' 34-03800-020-12 PART OF LOT 12,AUD.SUB#27 SW 1/4,SEC 29,Tl 15N,R19W 3340145TH ST W SAMSON,NORBERT&KATHLEEN ' 34-03800-030-12 PART OF LOT 12,AUD.5U8#27 SW 1/4,SEC 29,Tl 15N,R19W 3330145TH ST W WALtACHY,THERESA 34-0380a130-12 PART OF LOT 12 AUD.SUB#27 SW 1/4,SEC 29,Tl 15N>R19W 3320145TH ST W NELSON,JAMES A.&ANG€LINE ' 34-03800-120-12 PART OF LOT 12,AUD.SUB#27 SW 1/4,SEC 29,Tl 15N,R19W 3310145iH ST W BAUMGARTNER,KATHERINE F, 34-03800-200-12 PART OF LOT 12 AUD.SUB#27 SW 1/4,SEC 29,Tt 15N,R19W 3300145TH ST W STRESE,MAR6ARET 34-03800-190-12 pART OF LOT 12 AUD.SUB#27 SW 1/4,SEC 29,T115N,R19W 3260145TH ST W MCDONOUGH,SARA A. ' 34-03800-020-1 l W 5,5�OF LOT11 AUD.SUB.#27 SW 1l4,SEC 29,T115N,R19W 3240145TH ST W !-IARPSTER,LUELLA 34-03800-Olal l E 58.65'OF LOT 1 l,AUD.SUB.#27 SW 1/4,SEC 29,Tl 15N,R19W 3220145TH ST W FLUEGEL KtMBERLY A. JACOBSON,LAWERENCE A.& , 34-03800-010-10 LOT 10, AUD.SUB.#27 SW 1/4,SEC 29,T115N,R19W 32101d5TH ST W SUSAN B. 34-03800-010-08 LOT 8,AUD.SUB.#27 SW 114,SEC 29,T115N,R19W 3190 145TH ST W RiES,1�1/IN 34-03700-030-44 W 5p�OF LOT 44,AUD.SUB.#1 SW 1/4,SEC 29,Tl 15N,R19W 3180145TH ST W LOESCH,TIMOTHY&JOAN D. , E 60'OF W 110'OF LQT 44.AUD.SUB. �-��-44 #1 SW 1/4,SEC 29,Tl 15N,R19W 3170145TH ST W SMITH,WESLEY D.&CATHERWE ��8�1� LOT 7,AUD.SUB.#27 SW 1/4,SEC 29,T115N,R19W 3160145TH ST W SWANIUND,SHE12Rt RAf W 25'OF LOT 43 AUD.SUB.#1 PLUS , 34-03700-01�-44 E 25'OF LOT 44 AUD.SUB.#1 SW 1/4,SEC 29,Tl 15N,R19W 3150145TH ST W SEEGER,JEFFERY W.&DENISE A. 34-03�00-020-43 #1 SW 1/4,SEC 29,T115N,R19W 3130 145TH ST W �'��3 W 55'OF LOT 42 AUD.SUB.#1 SW 1/4,SEC 29,Tl 15N,R19W 3120 145TH ST W HEINEN,RICHARD J. ' 34-0370a010-42 E 55'OF LOT 42,AUD.SUB#1 SW 1/4,SEC 29,T115N,R19W 311D 145TH ST W HEINEN,RICHARD J. 34-03700-020-41 LOT 41,AUD.SUB.#1 SW 1/4,SEC 29,Tl 15N,R19W 3100 145TH ST W ERICKSON,JOAN W. �-��1 LOT 40,AUD.SUB.#1 SW 1/4,SEC 29,]'115N,R19W 3090145TH ST W EAGAN,'fHOMAS 6. ' OUTLOT A CARROLLTON ADDN. NW 1/4,SEC 29,T115N,R19W 145TH ST W �-d��-�� LOT 16,BL 1,MOR'S ADDN. NW 1/4,SEC 29,Tl 15N,R19W 3405 1d5TM ST W HYNES,MARY E. OT 15 BL 1 MOTZ'S ADDN. NW 1 4 S 29 T115N R19W 3400 144TH ST W G1ST KENNETH&MA ARET , ' � ' ' Page 2 ' , PRELIMINARY ASSESSMENT ROLL CIN PROJECT NO.235 � CHILE AVENUE RE�ONSTRUCTION PROJECT OSM PROJECT NO. 4438.60 ' � SECTION, PARCEL ID. TOWNSHIP& SITE , NUMBER A BREVIATED GAL RIRTI N RANGE ADDRE AWN R LOT 10,BLOCK 2,MOTZ'S ADDN. LOT 10,BLOCK 1,MOTZ'S 2ND ADDN. ' , LOT 10.BLOCK 2.MOTZ'S 2ND ADDN. LOT 10,BLOCK l,MOTZ'S 3RD ADDN. lOT 10,BLOCK 2 MOTZ'S 3RD ADDN. � ' � 1 1 1 1 1 1 1 1 1 � 1 � � 145TH STREET RECONSTRUG'TiON FROM SHANNON PARKWAY TO CAMEO AVENUE AND ' CHILI AVENUE FROM 145TH STREET TO NORTH END CITY PROJECT NO. 23S ' OSM PROJECT' NO. 4438.60 ' , ESTIMATED TYPICAL LOT ASSESSMENT , ACTUAL FRONTAGE = 85 FT. , ADJUSTED FRONTAGE = 63.75 FT. : , SANITARY SEWER LATERAL ASSESSMENT 63.75 FT. *$ 16.21/FT. _ $1033.39 ' SANITARY SEWER SERVICE ASSESSMENT 1 EACH *$ 719.53/EA. _ $ 719.33 WATERMAIN LATERAL ASSESSMENT 63.75 FT. *$ 12.88JEA. = $ 821.10 ' WATERMAIN SERVICE ASSESSMENT 1 EA. *$1125.83 JFA. _ $1125.83 , STREET LATERAL ASSESSMENT 63.75 FT. "$ 53.80/FT. = 4 7 GRAND TOTAL ASSESSMEl`�T $7129.40 ' ' ' � ' ' ' ' . .� , . J . . . . . j . . ::a j ,.��•� � :.._ � :�� f 1, ;.�. i r:� 4 _.:....�....'_. '; .. 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