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03-189Council File # 0 3 � t09 RESOLUTION Green stieet # 111517 CITY OF SAINT PAUL, MINNESOTA Presented By Referred To 1 2 3 4 5 6 7 8 9 10 11 12 Yeas II Nays II Abs�_ 1 � Requested by Department of: , I � �' i � �. � r . / .,, , . Adopted by Council : Date ��Q.� _�(. 'J o 03 Form Approved by City Attorney . ` Adoption Certified by Council Secretary g �� `�� , �� By: Appr By: �� Committee: Date WHEREAS, the City of Saint Paul and the City of Maplewood mutually agree and desire to enter a Joint Powers Agreement for the elimination of the Parkway Sanitary Lift Station, and WHEREAS, the City of Saint Paul owns and operated the Parkway Sanitary Lift Station that conveys sewage from the City of Saint Paul and the City of Maplewood, and WHEREAS, the City of Saint Paul and the City of Maplewood wish to eliminate the Parkway Lift Station and construct a gravity sanitary sewer; NOW, THEREFORE BE IT RESOLVED, that the proper City officials are hereby authorized and directed to execute on behalf of the City of Saint Paul, a Joint Powers Agreement between the cities of Saint Paul and Maplewood, a copy of which is attached and incorporated herein by reference. Public Works Sewer Urility 3oe Mueller 266-6149 MUST BE ON COUNCILAGENOA BY (DATEJ As soon as possible TOTAL # OF SIGNATURE PAGES DATEINITATED I GREE 2/10/2003 DEPARTMENT �� qiVATfORNEY NUMBERFOR �� ❑ FINANCIALSERVICESDIR onn� ❑ MAYOR(ORASSISTMf�) ❑ Y / /'!� �� ca - �8'g ET No. 111517 mmavo� WUNdL ❑ qT/ CLEHIC ❑ FlNANCIALSERV/ACCiO � ��'/ (CLIP ALL LOCATIONS FOR SIGNATURE) A�'iION REOUESTED Authorize the proper City ofHcials to enter into a Joint Powers Agreement with the City of Maplewood for the abandonment of the Pazkway Sanitary Lift Station. fiECOMMENDAT10N5 Approve (A) w Reject (F� � PLANNING�MMISSION � CIBCOMMITTEE �_ CIVILSERVICECOMMISSION PERSONAL SERVICE COMHACTS MUST ANSWER THE FOLLOWING �UE5170NS: 1. Has thi5 perSONfirtn evef xrorketl Untlef a ContrdCt fOr ihis tlepartmeM? YES NO 2. Has fhis persoNfirtn ever been a ciry employee? YES NO 3. Does this persoNfirtn possess a sKill not nortnally possessed by any current city employee? YES NO 4. Is this persoMirtn a fargetetl ventloR YES NO INITIATING PROBLEM, ISSUE, OPPORTUNITV (WHO. WHAT, WHEN, WHERE, WHV): The Pazkway Sanitary Lifr Station services residents of Saint Paui and Maplewood. The lifr stateion was constructed in 1956 and is currenfly in need of major rehabilitarion. The Alternaflve to rehabilitating the lift stauon is to construct a gavity sanitary sewer and eliminate the lifr station. 10VAMAGESIF APPROVED The lift station will be eluninated resulting in cost savings to Saint Paul and Maplewood through the elunination of ongoing operation and maintenance costs associated with the lifr station. )ISADVAfJ�AGES I F APPROVED: Some disruption along Larpenteur Avenue from Parkway to Trunk Highway 61 for consuvction of gravity sew E��'ar'�r1 y�p�,,'aS�3rc�.�i" �vis`O� DISADVANTAGESIFNOTAPPROVED: Saint Paul and Maplewood wouid have to rehabilitate Pazkway Lift Station. fOTAL AMOUM OF TRANSAC710N $ $287.(N1f1.00 COST/REVENUE BUDGEfED (CIRCLE ONE) FUNDING SOURCE Sewer Fund ACTIVITY NUMBER 2T687 FI NANCIAL INFORMATIpN (E%P W [� � �� , °� 2�� YES No FE8 l2 2003 CITY ATTQRI p'! -�8q JOINT-POWERS AGREE'V�NT City of Maplewood/City of Saint Paul Parkway Lift Station Removal Improvements City of Maplewood Project 02-14 City of Saint Paul Project THIS JOINT-POWERS AGREEMENT made and entered into this day of , 2003, by and between the City of Maplewood, Ramsey County, Miimesota, and the City of Saint Paul, Ramsey County, Minnesota. WI�REAS, the City of Maplewood and the City of Saint Paul, pursuant to the provision of Minnesota Statutes Chapter 471.59, are authorized to enter into agreements to exercise jointly the governmental powers and functions each has individually; and, WF�REAS, the City of Maplewood is proposing to complete the Parkway Lift Starion Removal Improvements. The project includes the removal of the existing Ciry of St. Paul Parkway Lift Starion; the extension ofnew gravity sanitary sewer to connect to an existing Metropolitan Council Environmental Services (MCES) sanitary sewer interceptor; the reconsiruction of Larpenteur Avenue between Parkway Drive and Arcade Street (TH 61); and the replacement of watermain along Larpenteur Avenue. The proposed improvements are further detailed in the attached Feasibility Study and Report prepared by Kimley-Hom and Associates, Inc. dated January 2003. WHEREAS, the City of Saint Paul owns and operates the existing Pazkway Lift Station; and, WHEREAS, an existing a�eement is in place between the City of Maplewood and the City of Saint Paul that establishes that the City of Maplewood pays 62% and the City of Saint Paul pays 38% of the operation and maintenance costs for the existing lift starion; and, WHEREAS, the proposed Pazkway Lift Station Improvements benefit both the City of Maplewood and the City of Saint Paul; and, WHEREAS, the costs for the proposed Parkway Lift Station Improvements shall, therefore, be shazed between the City of Maplewood and the City of Saint Paul. NOW, THEREFORE, it is hereby agreed by and between the parties hereto as follows, to wit: -1- 03 - \3'9 1. The City of Maplewood will serve as the lead a�ency for the complerion of the Pazkway Lift Station Removal Improvements as detailed in the attached Feasibility Study and Report. 2. The City of Maplewood will pay for the costs to complete the proposed improvements including all admiuistrative, en�ineering and construction costs. 3. The City of Saint Paul will, upon invoice from the City of Maplewood, reimburse the City of Maplewood for their portion of the administrative, engineering and construction costs based upon the percentages identified in the Feasibility Shxdy and Report. The estimated costs to complete the proposed improvements are as follows: Conshuction Street and Stozm Sewer Sanitary Sewer Watermain (Excavation Only) Subtotal Administration & Engineering (31.5%) Total $ 130,910 $ 318,190 $ 13,900 $ 463,000 $ 145,800 $ 608,800 The City of Saint PauPs shaze of the project based upon the estimated costs presented above is $245,040. The City of St. Paul's costs may vary depending upon the actual final costs for the project. 4. The City of Maplewood will prepare and submit an invoice to the City of Saint Paul for 95% of the Saint Paul share of the project costs upon the award of the conh'act for the project by the Maplewood City Council. The City of Maplewood will prepaze and submit an invoice to the City of Saint Paul for the remainuig 5% of the Saint Paul share of the proj ect costs upon the approval of the final payment for the project by the Maplewood City Council. The City of Saint Paul shall pay the City of Maplewood within 30 days of the receipt of the invoices. 5. The City of Maplewood and the City of Saint Paul agree to indemnify each other and hold each other harnzless from any and all claims and causes of action to the extent provided by Minnesota Statutes, Chapter 466, et a1., and all law related thereto. -2- o� .�� 6. This a�eement shall remain in full force and effect until teiminated by mutual agreement of the City of Nlaplewood and the City of Saint Paul or until its terms and obligations have been fulfilled, whichever is soonest. 7. It is a�eed that, except as specifically provided by the execurion of this agreement, neither party relinquishes any ri�hts or powers possessed by it and neither party is relieved of any responsibility, duty or obligation imposed on it by law or regulation. 8. Data Practices: a. The City of Maplewood and the City of Saint Paul a�ee to comply with the Minnesota Data Practices Act and all other state and federal laws relating to data privacy or confidentiality. b. The City o£Maplewood and the City of Saint Paul will immediately report to each other any requests from third parties for information relating to this Agreement. c. The City of Maplewood and the City of Saint Paul agree to promptly respond to each other's inquiries concerning data requests. IN WITNESS WHEREOF, the parties hereto have caused trus a�eement to be executed by their respective duly authorized representatives. CTTY OF MAPLEWOOD By: Name: Robert Cardinal Tit1e: Mayor Date: By. Name: Richard Fursman Title: City Manager Date: 2003 2003 CITY OF SAINT PAUL By: Name: Randy Kelly Title: Mayor Date: 2003 � �. : Name: Title: Office ofFinancial Services Date: . 2003 -3- 03 ,\�� Approved as to form: By: `�'/..i� � - v �� Name: Lisa L. Veith Title: Assistant City Attorney Date: Z�IZ 3 , 2003 Reco�s eC�y `J " o By � ` r1 Name: Bob Sandquist Title: Dire��of i� lic Works Date: � .2003 Febmary 5, 2003 -4- , ' ' • 1 1 1 fl 1 Parkway Lift Station ReYnoval Improvements City Project 02-14 � Feasibility Study � and Report 1 I l Prepared for: City of Maplewood January 2003 � � _�Y � �� Kimley-Horn � and Associates, Inc. �'j3�C S `� FEASIBILITY STUDY AND REPORT FOR CITY OF MAPLEWOOD PARKWAY LIFT STATION REMOVAL IMPROVEMENTS CITY PROJECT 02-14 Kimley-Hom and Associates, Inc. 2550 University Avenue West Suite 345N St. Paul, MN 55114 (651)645-4197 I hereby certify that this plan, specification or report was prepazed by me or under my direct supervision and that I am duly Licensed Professional Engineer under the laws of the State of Minnes ta. Signature: J n . Hom, P.E. Date: //ZZfo3 Lic. No. 20738 File: 1605000003.001 � 3��9 � Kimley-Horn � and Associates, inc. January 22, 2003 Honorable Mayor and Members of the City Council City of Maplewood 1830 East County Road B Maplewood, MN 55104 Attn: R. Charles Ahl, P.E. Director of Public Works/City Engineer Re: Feasibility Study and Report Pazkway Lift Station Removal Improvements City Project 02-14 Honorable Mayor and Members of the City Council: The enclosed feasibility report has been prepared for the Parkway Lift Stataon Removal Improvements, City Project 02-14, as authorized at the 3uly 22, 2002 City Council meeting. The feasibility report details the scope of the project as discussed with City staff and provides estimated costs and a proposed method of financing for the proj ect. Inforxnation urilized in the preparation of this report included utility as- , builts, field surveying and other information gathered through field reviews of the project area and discussions with City staff. We have also � gathered background information from agencies nnpacted by this project ' including the MCES, Ramsey County Public Works and various City of St. Paul departments. All available information was reviewed and considered to determine the feasibility of the proposed project. We believe that the proposed project is feasible, that it will benefit the properties in the project area and that it will benefit the cities of Maplewood and St. Paul. Sincerely, KIMLEY-HQRN AND ASSOCIATES, INC. 3orn, PE Manager Enclosure cc: Chris Cavett/City of Maplewood File 1605000003.001 Su0e345N 2550 University Avenue West St Pwl, Mutnespta 55714 TEL 651 fi45 4197 FAX 651 645 5116 � 3! ��f CITY OFMAPLEWOOD PARKWAY LIFT STATION REMOVAL IMPROVEMENTS CITY PROJECT 02-14 TABLE OF CONTENTS PaQe EXECUTIVE SUMNIARY i 1_ INTRODL3CTION 1 2. PROPOSED PUBLIC IlVIPROVEMENTS 2 A. Street and Storm Drainage B. Sanitary Sewer C. Watermain 3. RIGHT-OF-WAY AND EASEMENT REQUIRENLENTS 3 4. ESTIMATED COSTS 4 5. METHOD OF FINANCING 4 6. ESTIMATED ASSESSMENTS 5 7. PROJECT SCHEDULE 8. SiIMMARY AND RECOMMENDATIONS APPENDIX A - EXHIBITS E�ibit 1: Location Map Exhibit 2: Typical Street Section Exhibit 3: Proposed Street and Storm Sewer Improvements E�ibit 4: Proposed Sanitazy Sewer and Watermain Improvements Exhibit 5: Proposed Assessment Map APPENDIX B- DETAILED COST ESTINIATES APPENDIX C- PRELIMINARY ASSESSMENT ROLL 5 0 � 3-� 8 q CITY OF MAPLEWOOD PARKWAY LIFT STATION REMOVAL IMPROVEMENTS CITY PROJECT 02-14 EXECUTIVE SUMMARY This Feasibility Study and Report has been prepazed for the Pazkway Lift Station Removal Improvements, City Project 02-14. The proposed project includes the removal of an e�sting City of St. Paul sanitary sewer lift station located at Parkway Drive and Larpenteur Avenue; the installation of new gravity sanitary sewer main from the lift station location to an exisring Metropolitan Council Environmental Services (MCES) interceptor sanitary sewer main; the replacement of existing watermain along Larpenteur Avenue; and the reconstruction of Lazpenteur Avenue beriveen Pazkway Drive and Arcade Street. The estimated costs for the proposed improvements are detailed below. These costs include a 10% construction cost contingency and a 31.5 % allowance for indirect costs. Proposed Imurovement Estimated Cost Street Improvements $ 137,050 Storm Sewer Improvements $ 35,06Q Sanitary Sewer Improvements $ 418,390 Watermain Improvements (Excavation Only) $ 18,300 Total Project Cost $ 608,800 The unprovements are proposed to be financed through a combination of special assessments to benefiting properties, Maplewood funds, St. Paul funds and St. Paul Regional Water Services funds. The following is a suirunazy of the estimated funding amounts from each of the proposed financing sources: Financing Source Amount Assessments (Maplewood) $ 24,280 City of Maplewood (Sanitary Sewer) Funds $ 321,180 City of St. Paul Funds $ 245,040 St. Paul Regional Water Services $ 18300 Total $ 608,800 The following is a proposed schedule for the project if the City Council votes to proceed. Public HearinglAuthorize Preparation of Plans & Specs Approve Plans and Specifications Bid Opening Assessment Hearing/Awazd Contract Construction Start Construction Complete February 10, 2003 Mazch 24, 2003 Aprii 18, 2003 Apri128,2003 May 12, 2003 August 29, 2003 Based upon the analysis completed as a part of this report, the proposed Parkway Lift Station Removal Improvements, City Project 02-14 aze feasible, necessary and cost effective and would benefit both the City of Maplewood and the City of St. Paul. ' � 1. INTRODUCTION , On July 22, 2002, the Maplewood City Council authorized the preparation of a feasibility study for the Parkway Lift Station Removal Improvements, City Project 02-14. The proposed project includes the following improvements: , ' 1 I ' � , CI L �I 1l� � � ' � , • Removal of an existing City of St. Paul sanitary sewer lift station located at the southwest comer of the Lazpenteur Avenue and Pazkway Drive intersection. • Installation of a new gravity sanitary sewer main from the lift station location to approxunately 950 feet east to an existing 72-inch Metropolitan Council Environmental Services (MCES) interceptor sanitary sewer main. The existing interceptor is located east of Arcade Street (TH 61) on Phalen Golf Course property. • Reconstruction of Larpenteur Avenue beriveen Pazkway Drive and Arcade Street. The street reconstruction is required as a result of the sanitary sewer improvements and is otherwise necessary to replace deteriorating pavement and to bring the street up to current Maplewood and St. Paul standards. Jurisdiction for Larpenteur Avenue is cunently shared between St. Paul and Maplewood since it runs along the boundary of the two cities. • Replacement of existing watermain along Larpenteur Avenue between Parkway Drive and Arcade Street. The existing lift station is currently in need of replacement. This project is being studied as an aitemative to the replacement of the lift station. Removal of the lift station will result in long-term cost savings for the cities of Maplewood and St. Paul through the elimination of ongoing operation and maintenance costs. The City of Maplewood currenfly funds 62% of the operation and maintenance costs for the lift station with the City of St. Paul funding the remaining 38% based upon an estimate of the volume of flow from each city. The cost sharing is detailed in a 1984 agreement between the cities. This project inciudes coordination with a number of agencies that will be impacted by the improvements. These agencies include the following: • MCES • Ramsey County Public Works • Iv1��/DOT • City of St. Paul Public Works - Streets • City of St. Paul Public Works - Sewer Utility • St. Paul Regional Water Services • St. Paul Parks and Recreation We have gathered background information and input on the proposed improvements from each of the agencies identified above. , The proposed improvements included as a part of this project are detailed in this report along with the estimated costs, proposed funding methods and proposed assessments to the benefiting property owners. b3-�$� ' � 3-t8 � A project location map is provided as Exhibit 1 in Appendix A. Z. PROPOSED PUBLIC IMPROVEMENTS The following is a summary of the proposed street, storm drainage, sanitary sewer and watermain improvements included as a part of ttus project. Exhibits 2- 4 in Appendix A fiirther illustrate the proposed improvements. A. Street and Storm Drainage Improvements The project includes the reconshuction of existing Larpenteur Avenue beriveen Pazkway Drive and Arcade Street. The total length of the proposed street reconstruction is approximately 600 feet. The roadway is proposed to be reconstructed to a 32-foot width (face of curb to face of curb) with concrete curb and gutter and bituminous pavement. Bituminous curb is currently present along the north side of Larpenteur Avenue and there is currently concrete curb on the south side of the street. When possible, the existing concrete curb and gutter will be protected and used for the new street construction. The bituminous pavement will include the City standazd pavement section of 3-1/2 inches of bituminous pavement and 8-inches of Class 6 aggregate base course. The existing soils in the project area are assumed to be generally acceptable for the street reconstruction work with a possibility for isolated areas of soil correction. Storm sewer is currently present along the roadway. We have assumed that one catchbasin will be added on the north side of the street on the west end of the project. Replacement of existing storm sewer pipe and catchbasins will also be required in areas as a result of the proposed sanitary sewer improvements. Exhibit 2 in Appendix A illustrates the proposed street section. E�ibit 3 in Appendix A illustrates the proposed street and storm drainage improvements. B. Sanitary Sewer Improvements 8-inch PVC sanitary sewer is proposed to be installed between the existing lift station location and the existing MCES interceptor east of Arcade Street. The sanitary sewer will generally be installed along the centerline of Larpenteur Avenue. Specific design issues for the sanitary sewer improvements are as follows: The sanitary sewer will be installed in 24-inch casing pipes that will be jacked across Parkway Drive and Arcade Street (TH 61). The}acldng will minunize impacts to traffic along these roadways during construction and will avoid impacts to other utilities along the roadways. The proposed sanitazy sewer will vary in depth from approximately 15 feet to 23 feet. A trench box and/ar irench shoring may be required to limit impacts to existing storm sewer along Laipenteur Avenue. D 3-�$� Five existing sanitary sewer lateral mains and five existing individual property sanitary sewer services will need to be connected to the proposed sanitary sewer main. Temporary bypassin� of sewage will be necessary to allow sanitary sewer service to be maintained to properties in the project area during construction. The project will mclude the installation of thzee sanitary sewer services to properties that are currently undeveloped. The various components of the existing lift station will be salvaged, removed or abandoned in place as follows: ➢ The existing control panel and castings will be salvaged. ➢ The top structural slab of the wet well will be removed. ➢ The portions of the lift station above the top slab elevation, including the access tube, will be removed. ➢ Pumps, piping and electrical controls will be removed from the dry well and disposed. ➢ The existing forcemain will be removed to the property line ➢ The other portions of the lift station will be abandoned in place. ➢ The existing bituminous driveway at the lift station site will be removed and the site will be restored with topsoil and sod. • The proposed sanitazy sewer will be connected to the MCES interceptor through a core drill into the existing 72-inch RCP. A manhole will be installed 15 feet from the interceptor per MCES requirements. • Work on Phalen Golf Course property will be minimized to limit impacts to the golf course. Specific schedule requirements will be established for this area to limit work to the early part of the construction schedule. • Dewatering may be required for the sanitary sewer improvements. C. Watermain Improvements The existing 8-inch watermain along Larpenteur Avenue between Arcade Street and Parkway Drive will be removed and replaced with new 8-inch ductile iron watermain. These improvements aze being proposed to address breakage problems with the existing watermain. A portion of the existing watermain along Parkway Drive at the Larpenteur Avenue intersection will aiso need to be repiaced as a result of the sanitary sewer work. The excavation for the watermain improvements will be performed as a part of this project with the St. Paul Regional Water Services responsible for the work to remove and replace the watermain. E�ibit 4 in Appendix A illustrates the proposed sanitary sewer and watermain improvements. 3. RIGHT-OF-WAY AND EASEMENT REQUIREMENTS Existing right-of-way and/or easements are present for a majority of the proposed street, storm drainage, and sanitary sewer improvements. Easement acquisition will be required for the portion of the proposed sanitazy sewer on the Phalen Golf Course property. We have assumed that there will not be any acquisition costs for this easement since Phalen Golf Course is owned by the City of St. Paul. p3�� ! C l , �J � 4. ESTIMATED COSTS The estimated costs for the Parkway Lift Station Removal Improvements, City Project 02-14 are detailed below. The estimated project costs include a 10 percent construction cost contingency and a 31.5 percent allowance for indirect costs such as en�neering, adminisirative and legal items as well as capitalized interest. Detailed cost estimates are provided in Appendix B. Proposed Improvement Street Improvements Storm Sewer Improvements Sanitary Sewer Improvements Watermain Improvements (Excavation Only) Subtotal Project Costs Right-of-Way/Easement Acquisition Costs Total Project Cost Estimated Cost $ 137,050 $ 35,060 $ 418,390 $ 18,300 $ 608,800 $ 0 $ 608,800 5. METHOD OF FINANCING , The Pazkway Lift Station Removal Improvements, City Project 02-14 are proposed to be fmanced through a combination of special assessments to benefiting properties, Maplewood funds and St. Paul funds. ' � � � The proposed financing plan for the street reconstruction and storm sewer improvements includes 50% funding from the City of Maplewood and 50% funding from the City of Maplewood. Maplewood is proposing to use special assessments for a portion of their funding. - The proposed financing plan for the sanitary sewer improvements includes 38% fixnding from the City of St. Paul and 62% funding from the City of Maplewood. These percentages have been determined based upon the previous 1984 agreement for the lift station operation and maintenance costs. All costs associated with the watermain improvements will be funded by the St. Paul Regional Water Services. The following is the preliminary financing plan for the project. Improvements Financine Source Amount Street & Storm Sewer Assessments (Maplewood) $ 24,280 City of Maplewood Funds $ 61,780 City of St. Paul Funds $ 86 O50 Subtotal $ 172,ll0 Sanitary Sewer City of Maplewood Funds $ 259,400 City of St. Paul Funds $ 158,990 Subtotal $ 418,390 Waterxnain St. Paul Regional Water 5ervices $ 18,300 Totals $ 608,800 � �3��'� ,.. Financing Source Amount Assessments (Maplewood) $ 24,280 City of Maplewood (Sanitary Sewer) Funds $ 321,180 City of St. Paul Funds $ 245,040 St. Paul Regional Water Services $ 18 300 Total $ 608,800 6. ESTIMATED ASSESSMENTS Special assessments aze proposed to be levied against benefiting properties in the City of Maplewood for the street improvements included as a part of this project. The City of St. Paul is not proposing to use assessments for their portion of the project financing. The street improvements are proposed to be assessed to the benefiting property owners at the rate of $4,200 per unit for single family residential properties. Commercial properties are proposed to be assessed at the rate of $84.00 per front foot. These rates aze consistent with those established by the City's current assessment policy. A preliminazy assessment roli is included in Appendiz C detailing the proposed City of Maplewood assessments by individual property. �. PROJECT SCHEDULE If the City Council chooses to accept this report and schedule a public hearing, we recommend that the following project schedule be followed: Feasibility Study Accepted, Cail Public Hearing Public Hearing and Authorize Prepazation of Plans & Specifications If the Council Votes to Proceed: Approve Plans & Specifications and Authorize Ad for Bids Accept Preliminary Assessment Roll Receive Bids Assessment Hearing and Awazd Contract Start Construction January 27, 2003 February 10, 2003 March 24, 2003 April 14, 2003 Apri118, 2003 Apri128, 2003 May 12, 2003 Constnxction Complete August 29, 2003 0�"�� 8. SUMMARY AND RECOMMENDATIONS Based upon the analysis completed as a part of this report, the proposed Pazkway Lift Station Removal Improvements, City Project 02-14 are feasible, necessary and cost effective. We recommend the following: A. The Maplewood City Council accept this feasibility study and report and order a public hearing on February 10, 2003. B. After receiving the appropriate staff reports, staff information and public hearing input, the Council must decide on the approval or rejection of the proposed public improvements. C. Based upon the outcome of the public hearing, the Council could proceed to order the proposed improvements and authorize the preparation of plans and specifications. ' � , J C � � , , l_� CI � � � _� �� ' I� � , APPENDIX A EXHIBITS �3�,� 1 n ' D3-�8�t �� a � �— � BEVA AVE � O y � K �N ' � CT C z � � � �d�� , �rva,= � LLI Lake � J � �� 2 J J2� �,P ' PALM N CT. P�' G1R. ' N� /\ CONNOR �� pyE � CT' D �pNT ll ' PROJECT �� o gq�pKS , � LOCATION K�� c � poo P � lake LITTLE CANADA i ' /C{M,A �- \ e � � DR. ' VIKING N Kelier � IARK AVE. � � � > u w � Lake LAUR IE R0. �°� W a °o � ��I� � � '� � s i 3 LAURIE CT. � �� J= 2' � 'a z 1 y N N y O N d y I COUNtt RD. 8 BURKE AV � COUNtt RD. B "." y � � � N � ��< < O �:.,��7�'- F o � � C1 � a 40 ELD RIOGE � AV E. � ELDRIDGE , '" Sandy . y i N � OehAine y BELMONT Lake m a� BELMONT W. F c� lake CN, � � N SKILLMAN `� A`/E.w I% SKILLMAN AV. KE �n �� 'a'"'"e"'':"'�'� � � KENW 00� � '� SKILLMAN AVE. � � � � � w � � LN. � iC MT. `�ERNON �n a z � �`�~' ¢ a � � 3 p� �1 2 i w a m w N z J .� �OWNS AVE, d o � MT. VERNON AV �� y w �� J - o o� rs�w.� � a � o � � u, y a I in w voa ROSELAWN � ' (/� o y BELLW000 AVE. BEIL WOO,� o AVE. BELLWOOD AVE. O O � in Q SUMMER AVE. �'� N N O � � � m � w o � SU CT N � z'� i 3 � O LJ 2' r r z z � rc� r � w � f'ENTON AVE. N �J �� O E m '� � Y� Y � ��b wiro ° �' � N � 0 N � AVE. � RIPLEY AVE. r �^ KINGSTON z � � �n z s � KWGSTONaAyE. � ��ok ) I � r� ¢ � � � � pNP'� � �p � AVE.� �+ PRICE zAVE. } � � � z w � w 3 v y i lm a e �'` { v � a m IARPE NTEUR Q w a AVE. _ � d ¢ I � � � ' 10 � SAINT PAUL ' , ❑�❑ Kimley-Horn CITY OF MAPLEWOOD LOCATION MAP � and Associates, �I1C. PARKWAY LIFT STATION REMOVAL � �^�w^��r ^w "'. w�u 3 's" T« "a ( °S ) "s - • , s' CITY PROJECT 02-74 EXHIBIT 1 SL Pwl, MN SS1H fm No-(651)fiH`-5116 ' � � ( �3-t g� ----, ' � t7' 32� FACE–FACE iq' ' 6 . 76' � �6' 6" I 3-� � 6fqa. I � 49. 4 ,�t �� 2 X 2 q ��,�,' '�� M � i� �. r�: io �� , t� .��w�; �� Ak ' I -, � �� .. 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I i� �/✓� \ _ POND °/ � i � G Z _e --� � -�. ___ _ , `' I --- � _ c`un a __ _ __ -- __ _ — - —� -- � �-��, ' � ��, O�AW �--� . —' , -_ ; �� w } .�_'�� =� � � �, , r C. � OC - ( �' � , �% y% oc u� a _- - _ ..,L_ - , � _� r � � ?y � � .�rt� ' � � � � _ '� O. N � - � � .� i .�;: �=� � � ,,-- �#� � a ��,��,. � ; ,� � a, � , 786Q I � �� _-. _.. . �� '� � �' ' t C � � i'� � � . _ _ _ ' I - __ ... \ / _ ,� � � GUSTAVOUS ADOLPHUS ~ � I �� y � LUTHERAN CHURCH � � / ° n � / � I o Q � ° �c I i � ❑ " N� �� ' / � o `� � a a c h y s: z � I � y n a = 3 � y a GRAPHIC SCALE � ��°_"` � Q (n o o` o o a` 100 0 50 100 200 \ EXHIBIT 5 a3�sq APPENDIX B DETAILED COST ESTIMATES o� �g� Item No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 CITY OF MAPLEWOOD PARKWAY LIFT STATION REMOVAL CITY PROJECT 02-14 ESTIMATED COSTS STREETIMPROVEMENTS Item Remove Bituminous Pavement Remove Curb and Gutter Remove Driveway Roadway Grading/Preparation Subgrade Correction 8" Class 6 Aggregate Base Bituminous Base Course (2") Bituminous Wear Course (1.5") Concrete Curb & Gutter (6618} Signage/Striping Site Restoration/Sod Driveway Reconstruction Traffic Control Erosion Control Units SY LF SY CY CY CY TN TN LF LS SY SY LS LS Quanti 2,300 1,350 150 800 400 600 250 200 1,350 1 2,000 150 1 1 Subtotal 10% Construction Contingency Total Construction Cost 31.5% Indirect Cost Total Estimated Project Cost Unit Price $ 2.00 $ 5.00 $ 15.00 $ 10.00 $ 12.00 $ 24.00 $ 45.00 $ 45.00 $ 12.00 $ 1,000.00 $ 3.00 $ 30.00 $ 5,000.00 $ 1,000.00 Amount $ 4,600.00 $ 6,750.00 $ 2,250.00 $ 8,000.00 $ 4,800.00 $ 14,400.00 $ 11,250.00 $ 9,000.00 $ 16,200.00 $ 1,000.00 $ 6,000.00 $ 4,500.00 $ 5,000.00 $ 1,000.00 $ 94,750.00 $ 9,500.00 $ 104,250.00 $ 32,800.00 $ 137,050.00 o��sq CITY OF MAPLEWOOD PARKWAY LIFT STATION REMOVAL CITY PROJECT 02-14 ESTIMATED COSTS STORM SEWER IMPROVEMENTS Item No. Item 1 15" Storm Sewer 2 4" PVC Draintile 3 Catch Basin (2' x 3') 4 Manhole (48") 5 Manhole (72") 6 Connect to Existing Manhole/Storm Sewer Subtotal 10% Construction Contingency Total Construction Cost 31.5% Indirect Cost Total Estimated Project Cost Units Quanti Unit Price Amount LF 170 $ 28.00 $ 4,760.00 LF 250 $ 8.00 $ 2,000.00 EA 4 $ 2,000.00 $ 8,000.00 EA � $ 2,000.00 $ 2,000.00 EA 1 $ 3,000.00 $ 3,000.00 EA 3 $ 1,500.00 $ 4,500.00 $ 24,260.00 $ 2,400.00 $ 26,660.00 $ 8,400.00 $ 35,060.00 D3 Item No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 CITY OF MAPLEWOOD PARKWAY LIFT STATION REMOVAL CITY PROJECT 02-14 ESTIMATED COSTS SANITARY SEWER IMPROVEMENTS Item Remove/Abandon Existing Sanitary Sewer Remove/Abandon Manhole Remove Existing Lift Station Temporary Sewer Bypass Dewatering 8" PVC Sanitary Sewer 8" PVC Sanitary Sewer (in Casing Pipe) 24" Pipe Casing (Jacked) Sanitary Sewer Manhole (48") Connect to Existing MCES Interceptor Connect to Existing Sanitary Sewer/Manhole 8" x 4" PVC Service Wye 4" PVC Service Pipe Bit. Pavement Patching (Larpenteur Ave.) Conc. Pavement Patching (Parkway Drive) Tra�c Signal Modifications Traffic Control Site Restoration/Sod Units LF EA LS LS LS LF LF LF EA EA EA EA EA LS LS LS LS LS Quanti 800 7 1 1 1 650 260 260 7 1 5 6 240 1 1 1 1 1 Subtotal 10% Construction Contingency Total Construction Cost 31.5% Indirect Cost Total Estimated Project Cost Unit Price $ 8.00 $ 750.00 $ 5,000.00 $ 10,000.00 $ 5,000.00 $ 60.00 $ 20.00 $ 250.00 $ 3,000.00 $ 3,000.00 $ 2,000.00 $ 100.00 $ 16.00 $ 20,000.00 $ 30,000.00 $ 40,000.00 $ 10,000.00 $ 10,000.00 Amount $ 6,400.00 $ 5,250.00 $ 5,000.00 $ 10,000.00 $ 5,000.00 $ 39,000.00 $ 5,200.00 $ 65,000.00 $ 21,000.00 $ 3,000.00 $ 10,000.00 $ 600.00 $ 3,840.00 $ 20,000.00 $ 30,000.00 $ 40,000.00 $ 10,000.00 $ 10,000.00 $ 289,290.00 $ 28,900.00 $ 318,190.00 $ 100,200.00 $ 418,390.00 p3�g9 CITY OF MAPLEWOOD PARKWAY LIFT STATION REMOVAL CITY PROJECT 02-14 ESTIMATED COSTS WATERMAIN IMPROVEMENTS Item No. Item 1 Excavation for Watermain Installation Subtotal 10% Construction Contingency Total Construction Cost 31.5% Indirect Cost Total Estimated Project Cost Units Quanti Unit Price Amount LF 700 $ 18.00 $12,600.00 $12,600.00 $ 1,300.00 $13,900.00 $ 4,400.00 $18,300.00 Note: Watermain installation work to be performed by St. Paul Regional Water Services. The contractor will be responsible for the excavation work required for the watermain installation. D3 18�/ APPENDIX C PRELIMINARY ASSESSMENT ROLL D 3-1�9 a -� J O � � W � W � d' �za � Q � W �' O Q Q Q�IIA } �-J � J Q Z Q � � > � > Q } � Q '- d d U 0 0 � ..� �� o � � N a) a d O O O O O V O N N ER a V3 C � N � � y f9 N N � d N y y Q a N � � � N � U C � � � �U