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01/29/1990 CONF MTG - 5322� fRIDL�EI' CITY COU�VCIL COPJFEREP�CE MEETING JANUARY 29, 1990 - 7:30 P,M, CO►JFEREP�CE ROOM A 1 � �'�Ai'ER RATE STUDY , 2� WATER STORAGE TANK SPECS� 3� ��;ATER CONSERVATION ISSUE� Enqinecnnq Scwcr Watvr Parks Sirce�s Ma�nlenence MEMORANDUM �� To: william w. Burns, city Manager �,� g�yo,-34 FI�I: Jd�n G. F1ora�Public Works Direc-tor L�ITE: B�JBJDiGT: Jamlazy 26, I990 Water Oo�seLVati� In my Jarn�azy 4 me�, subject as above, I a�xtlined a px�osa:l to est�iblish a water conservatioai program durir�g the a,�•++�r moaYths within the City of Fridley based upan ti�e reduction of twn (2) of aur shallaa (TCE) w�e].ls being aut of production. I have subsequentlY Prepared a draft no�tioe as a means of inforn�ii.r�g the residents in the City of FS:�idley of an odd,/even, 3:00 p.m, to 9:00 p.m. �water spriraklir�g ban which w�uld be i�lemented thi.s s�a�ex prabably mid-April and exter�d oa� into Septemb�r. Zhis would have to be t�x�ed to a oertain degr�e ba�sed upon the �d].ns aMl the t�peratures that 1990 will give us. If it beoan�s extre�mely ww�et, this may nat have ar►y affect. By the saaie token, should it be an ext�nely hot ��Y �'. �.s P�1 �Y ��te to deal with the water de9marr3s plaoed o� th�e CitY- Associated with the Water Oonservatio� Program ar�d the eli.min3tion of twu (2) of the shallvw wells, if we are to maintain the 1imi� p��:ioal that w�e will have, w�e �ld be lookuxJ at reoonditioning ar�d ext;end.iryg th�e c%p�th of Well No. 3• This well wpxit aut of aperation last s�ner because of the: draw-dawn whic� it expexiel�cecl. Over the winter, the watex in ti� deep aquifer has not risen arYy substantia2 amo�uYt to allow this pim�p to be plaved baeJc in servioe. It �ca�rrently is not scheduled for mairitexiance, �,it due to the reduoed production capacity, I wauld rec�m�eryd that we lvw�ex the p�mq� in Well No. 3 anather 40 feet into the aquifer so that it can be put into productioai this sw�nex. We have irYVestigated the ��1 �gine and famd the diesel arxi its ric�t ar�gle drive has the capacity to suppoYt a aeeper p�mg,. But w�e will be requirea to c�arge tne p�m�p arya also � I��P �� me�ani.sm at a cast of app�arimately $30, 000. 00. 1�1�ocon�3irigly, I wvuld reco�merxi that $30, 000. 00 be added to the 1990 Capital In�rweqnent Water Program so that w�e may initiate bids on this item as a means of havit�g it functional by April. As water oonseYVation is an (3o�u�cil Cbnfes�oe Meetiryg me��orarid�uns be suL-mitted fo JGF/ts item, it is one of the itens to be cii.sc�sed at the of Jarn�ry 29, 1990, I wduld reoc�perrd th�e r c�onsideration at that meeting. r� v c _. L� .n se � � .-r— • �� ng�nCCriny Sl'wl'� VV,111'� P,�rks $Irc`t'IS M,��nten,ancc MEMORANDUM • Manager PW90-5 TO: William W. Burns, City FROM: John G. Flora,��blic Works Director DATE: January 4� 1990 gIIBJECT: Water Conservation nd 9 and the forthcoming on the Council's direction t a eliminate the use of wa e a Based up we nee 7, from the shallow We l l s 6► the summer Water mai ntenance and repair of the 3 MG a�d� sa Ms y es e r v o i r s, to look at the City's capabil i ty demands. capacity which elimination of the shallow wee�s aroduction better than eds. The our our summer ne wat percent reduction in ability of ineeting significantly reduces our �aP �oncern about the environment and there is a growing round water aquifers. Many In addition, has on the g ro ram the impact lawn sprinkling to adequately the neighboring cities initiate a water conservation p of the summer months because of their inability durinq during rotection necessary With our capacity reduced, the City provide the volume °eriodsr and flre P its summer water the extreme su�er p at a means of reducing should also be looking demands. and anticipation of this summbe Based up on our past history ro ram, it maY ro ram throughout the requirements andement aWwater conservation PPof the residents and advisable to impl rovide early notice to all entire summer and p businesses in the City. s rinkling is the major contributor to increaso d/even Since lawn P ro riate to implement a daily This demand, it would be athe hours of 3•00 p.m. to 9'�� P•m' sprinklinq ban during ' uired and should would reduce the amoi� for aour wells tolf 11 the various storage provide sufficient t ,S consumption. vessels for the next day lementation Council consider the imp I would recommen3 too Pt�e tot9.00 p.m• water ban this summer to be of an odd/eve , • geptember. initiated in May through ■ i FltlDI , , /�'' � '. - �,�-._ - + In summary, a policy to conserve water makes sense from both an � economical and ecoloqical point of view. We would encourage you to water your lawns in the early morning when it can do the most good and place sprinklers in locations where they will water your lawn and not driveways, sidewalks and streets. The City Staff and your neighbors will appreciate your cooperation in this important matter. Sincerely, CITY OF FRIDLEY PUBLIC WORKS DEPARTMENT - WATER DIVISION � TO: �xox: Dl1TE : � MEMORANDUM William W. Burns, City lrianaqer John G. Flora;t Public Works Director January 12, 1990 6IIBJBCT: Recondition Well No. 3 PW90-20 Based upon the Council's decision to take shallow wells 6, 7, 8, and 9 offline, we have been lookinq at how we can improve our deep wells to provide water to our distribution eystem. Well No. 3 has not been online since the drought of last year as a result of the qround water declininq to a level which does not allow for adequate pumping. We have reviewed the pump's capabilities and determined that the pump bowls can be lowered an additional 40 feet which would then allow us to utilize that well for additional water production. The deep water filters are capable of accepting this water through the filter plant. In order to lower the pump bowls, this would require an increase in shaft size to support the additional depth and weiqht. We anticipate the cost of upgrading the system eome place in the vicinity of $15,000.00. In addition, as long as the well would be out of service and would be pulled, I would recommend that we look at the overall well and determine if any additional repairs of the column pipe and bailing is required. This work is currently scheduled in the 1992 program. As we are discussing various water-related projects, I would recommend that we consider adding the maintenance and upgrade of Well No. 3 to this year's project at an estimated cost of $30,000.00. If you and the advertisinq so to 21pri1 when start . JGF/ts Attachment Council agree, we will initiate specifications and that this necessary work could be accomplished prior our normal summer water demands are expected to � ^ �� t��c.1:-,.. ��`—� u� f V '�.' DATE �UBJECT PUBLIC �VORK� 1V1[AiNTENANCE 10. 1990 intendent Condition of Mell �"3 MEMORANDUM TO Flora, Director In Jta�e of 1987, Well �3 was repair+ed eaoo�d,in9 to our 5'Ye�' �� program, ar�d is t�t scheduled aqain for repair �til 1992 �der the Capital �t Pr+cgr'am. In 1987 the oost foar s�air's was $15,794.30. pue to the �ux�t of 1988-1989, the p�inq level of the well has reacheci the deu�ger Point. W�en t?�e p�aq� is numing; it c�-aw� the water belc�w the p� ar�d eventually this will cause the p�a�p to b�ur out• lbdificatians will have to be �a�ade to the p�mip so it will p� water egain. In�a,ovements that r�eed to be made are; lv�aer tl1e bowl settiryg fraa 350 feet to 390 feet; increase tn�aber of bowls ��}� f� }� �iyher �i; and increa,se the shaft size fran 1-7/16 inc#�es to 1-11/16 incties, to t�ndle tiye irrcrea.sed I�. Zhere will be oti�er misoelleneo��s repairs, arrd the well mey rieed to be bailed. Wie will not need t� �ake any i.�,wements in the Cet enqine or the right anqle �ive. Z�e oost of these repairs aould rtm fram $15,000 to $30,000. I req�x�st that mo��ey be 6, 7, 8 at�d 9 ere shut well failure. ellocated far this expe�lx�ittin�e due to the fact that Wells da�m. it will qive us adr3ed p� c,apacitY in c� of a INFO �! MEMORANDUM ,�;�� TO: William W. Burns, City Manager�:" PW90-33 FROM: John G. Flora � Public Works Director DATE: January 26, 1990 SUBJECT: Elevated Storage Tank The Council will be discussing the 1.5 MG elevated water storage tank at the Conference Meeting of January 29, 1990. HNTB has prepared the plans and specifications and we hope to finalize those plans by mid-February so that the project can be advertised and hopefully awarded in late March or the first part of April. This will allow for a complete spring, summer and fall construction period. Twin City Testing is still evaluating the soil at the proposed site so technical specifications are not complete. As a review of the need for the 1.5 MG storage tank, you should remember that this tank is a compromise from both the 1976 and 1989 water system studies. The 1989 study calls for three (3) elevated tanks: one (1) in the low, intermediate and high level system. As a result of our analysis, the high level system reservoir was replaced with a booster pump in well, the intermediate system reservoir was taken out and a 1.5 MG tank was identified in the low level system with appropriate booster pumps to support the intermediate and high level areas. The need for the elevated tank is a result of the major growth the City of Fridley has experienced in the past ten (10) years, specifically, the large water users in the last five (5) years. Because of this growth and demand for water, which not only includes the zoning requirement far automatic sprinkling systems for all commercial and industrial properties but also the residents desire for green manicured lawns, there is a real need to provide for sufficient storage to meet the daily water demands. During the summer with all of our thirteen (13) wells pumping, we have an extremely difficult time to properly restore the elevated storage capacity during the early morning hours. This growth has resulted in a need for additional storage because during the summer periods, we have, on occasion, been unable to refill our elevated tank during the early morning hours in order to support the next day's usage. � / � Page Two - PW90-33 In addition, the elevated storage tank would provide us an equal and better distribution of water pressure throughout the City as well as the additional water capacity to satisfy the needs. As we have been told, a major fire could result in the City of Fridley completely depleting the .5 MG tank thereby causing considerable disruption to the water distribution system as well as the water services to the residents of the City. Another major need for the tank is to support proper maintenance of our elevated structures. Our .5 MG tank now is in need of major repairs. If it was taken out of line without � backup elevated tank, we would experience extreme difficulty in using our well pumps and boosters to distribute the water and maintain the pressure throughout the City area. And lastly, there is a suggestion by the Department of Health that a City's typical average winter daily needs are available in storage. We are currently running around 6.5 to 7 MG of use during the winter and a 1.5 MG tank would provide us the necessary capacity. I hope that this discussion item and the plans and specifications provided will satisfy the Council's desires and allow for the finalization of the plans, specifications and advertisement for the improvement. Request you and the Council review these items and let me know if they are acceptable or if any changes or deletions are desired. JGF/ts Attachments ir � Y HNTB PRELIMINARY NONTECHNICAL SPECIFICATIONS FOR WATER TOWER No.2 City of Fridley, MN �` � l ' r i ADVERTISEMENT FOR BIDS WATER TOWER N0. 2 PROJECT N0. 13103 CITY OF FRIDLEY FRIDLEY, MINNESOTA Notice is hereby given that the CITY OF FRIDLEY will receive sealed bids at the City of Fridley, Civic Center, 6431 University Avenue NE, Fridley, Minnesota until on the day of , 1990 for Water Tower No. 2. The project consists of: - The construction of a 1,500,000 gallon elevated reservoir with reinforced concrete foundation, or piled foundation. Furnishing and.installing piping and electrical equipment. Site work to include sodding and miscellaneous items Plans, specifications and proposal forms are Center, 6431 University Avenue NE Fridley, Min�i Howard Needles Tammen & Bergend 6700 France Avenue South Minneapolis, Minnesota 5 `�' _ ;.:'r�: Plan purchase price is �30. wi l l be no refund of tl�, t�u The City of totals. Any Firm starting �'r r: �`�3 � y Civic ained from: lans and specifications. There �, `,��- `�s' �h'� �all bids give unit cost, extensions and �all be the sole responsibility of the bidder. n dates must be stated in the proposal. The bid shall be�iclosed in a sealed envelope conspicuously marked Bid- Water Tower No. 2. Bids will be received until on the day of , 1990. No bids will be accepted after this time and date. Bids received late will be returned unopened to the bidder. Bids received not marked or not sealed will also be returned unopened to the bidder. Bids will be opened at on the day of , 1990 and the project may be awarded , 1990 at the Ci�y Council meeting that begins at AB-1 Al1 bids shall be accompanied by a Certified Check or Bidder's Bond in an amount not less than 5�0 of the total amount of the bid, payable without conditions to the City of Fridley and shall be forfeited if the bidder neglects or refuses to enter into a contract after his proposal has been accepted. Cashier Checks, Personal Checks, Company Checks or Money Orders Will Not Be Accepted. The City of Fridley reserves the right to waive informalities and/or technicalities in any bid, and to accept any/or reject any bid it deems to be in its best interest. Any questions regarding the plans and specifications or addendums, thereto, should be directed to: Thomas A. Roushar Howard Needles Tammen & Bergendoff 6700 France Avenue South Minneapolis, MN 55435 (612) 920-4666 ' /s/ John Flora City Engineer City of Fridley AB-2 Project: Water Tower No. 2 City of Fridley Fridley, Minnesota Proposal of (name) To furnish and deliver all materials and to do and perform all work, in accordance with the Contract, Plans and Specifications for the improvements shown on the Plans and/or described in the Specifications , on which proposals will be received until on the day of 1990. T0: CITY OF FRIDLEY FRIDLEY, MINNESOTA Gentlemen: In accordance with the advertisement of the Purchasing Agent inviting proposals for the above-named project, and in conformity with the Plans, Specifications, and Addendums pertaining thereto, on file in the office of the Purchasing Agent: (I) (We) hereby certify that this proposal is made and submitted without fraud or collusion with any other person, firm or corporation whatsoever; that an examination has been made of the local conditions at the site of the work and of the Plans, Specifications and Addendums pertaining thereto. (I) (We) understand that the quantities of work shown herein are approximate only and are subject to increase or decrease; that all quantities of work, whether increased or decreased, are to be performed at the unit prices shown on the attached schedule and that comparison of bids will be based on the correct summation of item totals obtained from the unit prices bid. (I) (We) propose to furnish all necessary machinery, equipment, tools, labor and ather means of construction and to furnish all materials specified, in the manner and at the time prescribed, all in accordance with the terms of the Contract and the Plans, Specifications and Addendums forming a part thereof. (I) (We). further propose to enter into a Contract Agreement and to furnish Contract Bonds as required by the Contract, within fifteen (15) days of the receipt of the Contract forms. Said bonds shall be security for the construction and completion of the work in accordance with the terms of the Contract, Plans, Specifications, and Addendums. P-1 (I) (We) further propose to guarantee all work performed under this Contract to be done in accordance with the Plans, Specifications, and Addendums, and in a good and workmanlike manner; and to renew or repair any work which may be rejected, due to defective materials or workmanship, prior to final completion and acceptance of the project, and to renew or repair any wark or materials discovered to be defective within one (1) year after said acceptance of the project. (I) (We) further propose to begin work on or before , 1990, and to prosecute said work so as to be substantially complete by __ , 199_, and to be fu11y complete by 199r. Enclosed herewith find a Certified Check or Bidder's Bond in the amount of Dollars and Cents (S ) being at least five (5) percent of the total amount of the proposal, made payable to the Owatonna Public Utilities as a proposal guarantee which it is agreed by the undersigned will be forfeited in the event the Contract and Bond forms are not executed, if awarded to the undersigned. Acknowled4ement of Addenda We acknowledge receipt of the following addenda: > > (Failure to complete the foregoing acknowledgement of the receipt of addenda by the insertion of the identifying numbers in the above blanks may result in automatic disqualification of the bid.) P-2 , � A. BASE BID For the compl ete constructi on of Water Tower No. 2 i ncl ud i ng al l 1 abor, materi al , equipment, and incidentals described or inferred in this specification, required to place the facility into operation for the lump sum price of: Water Spheroid DOLLARS .(� � Fluted Column DOLLARS � � � B: OPTIONAL ITEMS Fill in the change in cost to the proejcts base�bid to add any of the following items to the work. Add Deduct 1) Condensate Ceiling (steel) 2) Oversize Door Flutted Column 12'x12' Overhead Garage Door Water Spheroid 8'x6' Double Door 3) Removal of Metal Storage Building and Foundation 4) Relocation of Existing metal Storage Building and Foundation .�=t a � ' „ n�;, -_ ; . � . C. UNIT ADJUSTMENT PRICES � S � 3 a S � � E S � If, in the event, that more or less work is required than that called for by the plans and specifications, the following unit prices shall be used to adjust the contract: 1) 2) 3) Random F.i 11 � �yd3 Aggregate Base (Class 5) � �Yd' Bituminous Surfacing (2331) � jft : P-3 . + 4) 5) 6) 7) 8) 9) 10) 11) 12) 13) Note: �ituminous Surfacing (2341) S /ft2 ,2" Watermain (CL53 DIP) 3 /}f �6" Watermain (CL53 DIP) 3 Ilf �0" Watermain (CL53 DIP) a /lf ?4" Watermain (CL53 DIP) � %}f �atermain Fittings � /lb 5tee1 � /lb Welding E /hr Grinding a /hr Fencing � ��f The bidder shall enter unit adjustment prices for each item listed. D. S�PPLIERS AND MANUFACTURER� Specification Supplier or Number Descriation Sub-contractor Telemetry Controls Manufacturer Note: The bidder shall enter the name of the supplier (or sub-contractor) and the manufacturer for each of the items of equipment listed above. No changes in suppliers, subcontractors, or equipment manufacturer's shall be allowed after bidding. P-4 Respectfully submitted, Signed: P.O. Address as an individual ********************************************************************** Signed: Partners , for , a partnership Name Address Name Address Name Address Name Address **�******************************************��***************�******* Signed: a corporation, incorporated under the laws of the State of Name of President Business Address Name of Secretary Business Address Name of Treasurer Business Address Corporate Seal P-5 , for CONTRACT AGREEMENT THIS AGREEMENT is dated as of the day of in the year 1990 by and between the CITY OF FRIDLEY (hereinafter cal ed OWNER) and (hereinafter called CONTRACTOR). OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: Article 1. WORK. CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents. The Work is generally described as follows: - Water Tower No. 2 Article 2. ENGINEER. The Project has been' designed by HOWARD NEEDLES TAMMEN & BERGENDOFF (HNTB) who is hereinafter called ENGINEER and who is to.act as OWNER'S.representative, assume all duties and responsibilities and have the rights and authority assigned to ENGINEER in the Contract Documents in connection with completion of the Work in accordance with the Contract Documents. Article 3. CONTRACT TIME. 3.1 The water tower shall be substantially completed by . The water tower shall be completed and ready for final payment on or before 3.21 Liquidated Damaqes• OWNER and CONTRACTOR recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the WORK is not completed within the times specified in paragraph 3.1 above, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions. They also recognize the delays, expense and difficulties involved in proving in a legal or arbitration proceeding the actual loss suffered by OWNER if the Work is not completed on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as a penalty) CONTRAC70R shall pay OWNER two hundred-fifty dollars (�250.40) for each day that expires after the time specified in paragraph 3.1 for completion until the water tower is complete. Should the water tower leak the same liquidated damages will be applied until the leaks are repaired and the tower is back in service. 3.23 Water Oualitv Dama4es. OWNER and CONTRACTOR recognize that it is critical to maintain the quality of water that will be stored in Water Tower No. 2 and that OWNER will suffer financial loss if the quality of the water provided by OWNER in the water system is degraded by its storage in said reservoir. They also recognize the delays, expense and difficulties involved in proving in a C-1 legal or arbitration praceeding the actual loss suffered by OWNER if such degradation occurs. Accordingly, instead of requiring such proof, OWNER and CONTRACTOR agree that as liquidated damages for the degradation (but not as penalty) CONTRACTOR sha11 pay OWNER two hundred fifty dollars (5250.00j for each day that said degradation persists. Such degradation includes, but is not limited to, unpleasant tastes, odors, or colors added to the OWNER's water due to the construction of or its storage in Water Tower No. 2. In addition to these items, should the Owner's water quality become unacceptable accarding to Minnesata Department of Health standards due to its storage in or the coastruction of said Water Tower No. 2, the damages outlined above shall be paid. Article 4. C4NTRACT PRICE. 4.1 OWNER shall pay CONTRACTOR for completion of the Wark in accordance with the Contract Documents in current funds and in accordance with the unit prices herein enumerated. " Article 5. PAYMENT PROCEDURES. CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the General Conditions. Applications for Payment will be processed by ENGINEER as provided in the General Conditions. 5.] Pro4ress Pavments. OWNER shall make progress payments on account of the Contract Price on the basis of CONTRACTOR's Applications for Payment as recommended by ENGINEER each month during construction as provided below. All progress payments will be on the basis of the progress of the Work measured by the number of units completed. 5.1.1 Progress payments will be made in an amount equal to the percentage indicated below, but, in each case, less the aggregate of payments previously made and less such amounts as ENGINEER shall determine, or OWNER may withhold, in accordance with paragraph 14.7 of the General Conditions. Ninety percent (909'0) of Work completed. Ninety percent (90�) of materials and equipment not incorporated in the Work (but delivered, suitably stored and accompanied by documentation satisfactory to OWNER as provided in paragraph 14.2 of the General Conditions). 5.2 Final Pavment. Upon final completion and acceptance of the Work in accordance with paragraph 14.13 of the General Conditions, OWNER shall pay the remainder of the Contract Price as recommended by the ENGINEER as provided in said paragraph.14.13. C-2 Article 6. CONTRACTOR'S REPRESENTATIONS. In order to induce OWNER to enter into this Agreement CONTRACTOR makes the following representations: 6.1 CONTRACTOR has familiarized itself with the nature and extent of the Contract Documents, Work, site locality, and all local conditions and Laws and Regulations that in any manner may affect cost, progress, performance or furnishing of the Work. This includes the terms of the temporary easements that govern the way in which the construction staging areas may be used, and the regulations and costs involved with working near the NSP high voltage power lines on the site. fi.2 CONTRACTOR has studied carefully all reports of explorations and tests of subsurface conditions and drawings of physical conditions included with the Contract Documents. 6.3 CONTRACTOR has obtai�ed and carefully studied (or assumes responsibility for obtaining and carefully studying) all such examinations, investigations, explorations, tests, reports and studies (in addition to or to supplement those referred to in paragraph 6.2 above) which pertain to the subsurface or physical c.onditions at or. contiguous to the site or otherwise may affect the cost, progress performance�or furnishing of the Work as CONTRACTOR considers necessary for the performance or furnishing of the Work at the Contract Price, within the Contract Time and in accordance with the other terms and conditions of the Contract Documents, including specifically the provisions of paragraph 4.2 of the General Conditions; and no additional examinations, investigations, explorations, tests, reports, studies or similar information or data are or will be required by CONTRACTOR for such purposes. 6.4 CONTRACTOR has reviewed and checked all information and data shown or indicated on the Contract Documents with respect to existing Underground Facilities at or contiguous to the site and assumes responsibility for the accurate location of said Underground Facilities. No additional examinations, investigations, explorations, tests, reports, studies or similar information or data in respect of said Underground Facilities are or will be required by CONTRACTOR i n order to perform and furni sh the Work at the Contract Pri ce, wi th i n the Contract Time and in accordance with the other terms and conditions of the Contract Documents, including specifically the provisions of paragraph 4.3 of the General Conditions. 6.5 CONTRACTOR has correlated the results of all such observations, examinations, investigations, explorations, tests, reports and studies with the terms and conditions of the Contract Documents. 6.6 CONTRACTOR has given ENGINEER written notice of all conflicts, errors or discrepancies that he has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR. C-3 6.7 CONTRACTOR agrees to take full responsibility for any damage to property, public or private, caused by them or their representatives during any phase of tower construction and painting or grounds restoration. CONTRACTOR agrees that the OWNER will not be held in any way liable for said damage. Article 7. CONTRACT DOCUMENTS. The Contract Documents which comprise the entire agreement between OWNER and CONTRACTOR concerning the Work consist of the following: 7.1 This Agreement (pages 1 to 4, inclusive). 7.2 Performance and Payment Bonds. 7.3 Insurance Certificates. 7.4 General Conditions (pages 1 to 33, inclusive). 7.5 Supplementary Conditions, 1 page. 7.6 Specifications bearing the title Special Provisions - Water Tower No. 2, Fridley, MN, . . 7.7 Drawings of the Same Title. 7.8 Addenda. 7,9 CONTRACTOR's Bid. 7.10 Documentation submitted by CONTRACTOR with his Bid. 7.11 The following which may be delivered or issued after the Effective Date of the Agreement and are not attached hereto: All Written Amendments and other documents amending, modifying, or supplementing the Contract Documents pursuant to paragraphs 3.4 and 3.5 of the General Conditions. 7.12 The documents listed in paragraphs 7.2 et seq. above are attached to this Agreement (except as expressly noted otherwise above). There are no Contract Documents other than those listed above in this Article 7. The Contract Documents may be amended, modified or supplemented as provided in paragraphs 3.4 and 3.5 of the General Conditions. Article 8. MISCELLANEOUS 8.1 Terms used in this Agreement which are defined in Article 1 of the General Conditions will have the meanings indicated in the General Conditions. 8.2 No assignment by a party hereto of any rights under or interests in the Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound; and specifically but without limitation C-4 _ moneys that may become due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment no assignment will release or discharge the assignor from any duty or responsibility under the Contract Documents. 8.3 OWNER and CONTRACTOR each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, successors, assigns and legal representatives in respect of all covenants, agreements and obligations contained in the Contract Documents. IN WITNESS WHEREOF, OWNER and CONTRACTOR have signed this Agreement in quadruplicate. One counterpart each has been delivered to OWNER, CONTRACTOR and ENGINEER. All portions of the Contract Documents have been signed or identified by OWNER and CONTRACTOR or by ENGINEER on their behalf. - This Agreement will be effective on OWNER: CITY OF FRIDLEY By: � � Address for giving notices: Civic Center 6431 University Avenue N.E. Fridley, MN 55432 , 1990. CONTRACTOR: By: Attest: Address for giving notices: C-5 SUPPLEMENTARY CONDITIONS STANDARD GENE�AL CONDITIONS OF THE CONSTRUCTION CONTRACT The following Supplementary Conditions General Conditions of the Construction or contradiction, shall take precedence the Construction Contract. 5.3 Contractor's Liabilitv Insurance shall supplement or modify the Standard Contract and, in the event of a conflict over the Standard General Conditions of Coverages shall be for the following minimum amounts: - Workmen's Compensation • Statutory Requirements - General Liabilitv Insurance • Bodi 1 v In.iurv 250,000 per occurrence/500,000 • Proaertv DamaQe 100,000 per occurrence/200,000 - Automobile Liabilitv Insurance • Bodilv In.iurv 250,000 per occurrence/500,000 • Proaertv Damaqe 100,000 per occurrence/200,000 - Umbrella Liabilitv Insurance • 1,000,000 limit 5.6 Proaertv Insurance aggregate iimit aggregate limit aggregate limit aggregate limit Before commencement of the work, the Contractor shall submit written evidence that he has obtained and paid for, for the period of the Contract, Builders' Risk "All-Risk" Completed Value Insurance Coverage upon the entire project which is the subject of this Contract and including completed work and work in progress. Such insurance shall include as Additional Named Insureds: the Owner, the Engineer and his consultants, and each of their officers, employees and agents, and any other persons with an insurable interest designated by the Owner as an Additional Named Insured. Such insurance may have a deductible clause but the deductible amount shall not exceed �250. 6.15 Taxes Paragraph 6.15 Taxes of the Standard General Conditions of the Construction Contract shall be clarified as follows: The City of Fridley is not subject to State sales tax or Federal excise tax on direct purchases. However, the Contractor must pay State sales tax on materials furnished under this project. All sales tax shall be included in the Contractor's bid. SC-1 01010 - 1.01 1.02 1.03 1.04 1.05 DIVISION 1 - GENERAL REQUIREMENTS SUMMARY OF WORK Project Location Project Description Contract Conditions Site Inspection Work By Others 01015 - CONTRACTOR USE OF PREMISES 1.01 General 01040 - PROJECT COORDINATION 1.01 Labor Requirements 1.02 Coordination 01060 - PERMITS AND LICENSES 1.01 Description 01070 - INSURANCE 1.01 General 01071 - 1.01 01150 - 1.01 1.02 BONDS General PROGRESS AND PAYMENTS Progress Payments 01300 - SUBMITTALS 1.01 List of Subcontractors and Suppliers 1.02 Cost Breakdown 1.03 Submittal of Shop Drawings 1.04 Samples 1.05 Manufacturer's Operation and Maintenance Material And Manuals 1.06 Certificates of Compliance 1.07 Other Specified Submittals 01400 - QUALITY CONTROL 1.01 Independent Testing Laboratory 1.02 Reports and Certificates 1.03 Sample Materials 01510 - 1.01 1.02 1.03 1.04 1.05 1.06 1.01 TEMPORARY UTILITIES Temporary Heat And Ventilation Temparary Light And Power Temporary Telephone Temparary Sanitary And Water Facilities Contractor's Office Temporary Sracing Weather Tightness and Closing 01100 - CONTRACT CLOSEOUT 1.01 Field Test And Adjustments 1.02 Disinfection 1.03 Start-Up Period 1.04 Clean-Up 1.05 Final Inspection 1.06 Warranty 01860 - LOCATION OF UTILITIES 1.01 General � � SECTION 01010 SUMMARY OF WORK 1.01 PROJECT LOCATION DIVISION 1 GENERAL REQUIREMENTS A. Water Tower No. 2 The project is to be constructed in the City of Fridley, Minnesota. The project location is shown on the Drawings. 7he City of Fridley is the Owner of the project. 1.02 PROJECT DESCRIPTION A. These Drawings, specifications and contract documents shall cover the furnishing of all necessary labor, materials, and equipment for the complete construction of "Water Tower No. 2". The work hereafter referred to requires the complete construction and start-up necessary ' for the facility with all required and necessary equipment and materials. The major construction items include: - The construction of a 1,500,000 gallon welded steel water tower of the "waterspheroid" or fluted column design. - The construction of a reinforced concrete foundation. - Electrical wiring. - Telemetry. - Connecting watermain. - Site work to include sodding, grading and aggregate surfacing. 1.03 CONTRACT CONDITIONS A. The articles contained in this Division may amend, modify, supersede, void or supplement the articles of the Standard General Conditions of the Construction Contract, and shall take precedence over the provisions of the General Conditions. Division 1 shall become a part of every division in the Special Provisions. 1.04 SITE INSPECTION A. Before.submitting a proposal for the bid items, the respective potential contractors shall examine the site and familiarize themselves with all existing conditions, and accept the conditions as is. 01010-1 SECTION 01015 CONTRACTOR USE OF PREMISES 1.01 GENERAL DIVISION 1 GENERAL REQUIREMENTS A. The Contractor shall limit his construction operations to the consiruction limits and staging areas as shown on the Drawings. 7emporary easements for the purpose of construction staging have been procured by the Owner from adjoining properties as shown on the plans. However, prior to bidding and again prior to accessing said properties, it is the Contractor's responsibility to become familiar with the terms of the temporary easement agreements. The Contractor shall adjust his bid, schedule, and construction plans to be consistent with these terms. Prior to accessing any staging area the Contractor shall contact the property Owners or tenants which may be affected during construction. As a minimum, the following parties shall be contacted for the purpose of coordinating construction: Brad Weidenfeller NSP 330-6874 B. The Contractor shall not occupy or enter onto the property of others without the express written permission of the owner of said property. 1.02 SPECIFIC RESTRICTIONS AND CONDITIONS OF USE A. The Contractor shall restrict his use of the site and air space above it near the 115KV power lines sa as to conform to the following NSP requirements. 1. Excavation close to structure location. A minimum distance of feet of supported earth must be maintained from any part of the transmission line structure. Support of the ground beyond the feet may be provided by a slope no greater than three feet horizontal to one foot vertical. Support may also be provided by the use of cribbing, sheet piling, retaining wall or tunneling. The specific plan for providing the required support and the excavation plan for the proposed project must be submitted to NSP .for review and approval. 2. Grade chan4e around structure location. Fill around or above steel structure foundations is not permitted and fill around wood pole struciures may be permitted upon submitting plans and 01015-1 .. DIVISION 1 GENERAL REQUIREMENTS subsequent written approval of NSP. The grade around the structures must provide for surface water runoff - no surface water ponding around structures will be permitted. Any cost related to the adjustment of NSP's facilities will be at the requesters expense. 3. Grade change within easement. The ground elevation within the easement shall not be increased above feet mean sea level, 1929 adjustment or above the existing or proposed grade. Stockpiling of soil and/or material within the easement will not be permitted. 4. Clearances to equi�ment. A working clearance of 20 feet between the electrical conductors and any cranes or digging equipment used in or near the easement, must be maintained at all times. If this clearance cannot be maintained, the contractor or developer must arrange for a line outage by calling NSP's System Operatio� Department (Terry Volkmann at 330-5606). At least two weeks advanced notice must be provided in order to schedule a line outage. There is a fee of approximately �350 per day for this service. 5. Landscaaing within the easement. Detailed plans for landscaping (including light standards) must be submitted to NSP for review and approval. Generally shorter varieties of trees and shrubs may be considered. If planting is permitted, the line's voltage and the tree's mature height and the distance from the line must be considered. For maintenance purposes there shall be no planting within 15 feet of structure sites. 6. Buildin4 on easements. �There shall be no permanent or temporary buildings allowed on the easement. 7. Fuel and refuelin4 on easements. If there are to be street lights, sign boards, identification signs or any other type of non-building structure within the easement, detailed plans must be submitted to NSP for review and approval to verify compliance with electrical code clearances. The proposed cannot exceed an elevation of feet mean sea level. Metallic structures must be properly grounded. The same working clearance criteria as stated in paragraph also applies, for equipment used to erect and install light standards, sign boards, etc. 9. Notification. The Contractor must natify NSP at least days prior to beginning construction. Please contact Brad Weidenfeller at 330-6874. 01015-2 DIVISION 1 GENERAL REQUIREMENTS B, The following easement agreements entered into by the City of Fridley and area property owners shall be abided by at all times by the Contractor. 01015-3 ✓ Quit Claim Deed Indi�idual(s) to Corporation(e) or Pnrtnershfp No delinquent taxes and transler antered; CArtiiicate o! Real Estate Value () tiled � } not required Certificate of Renl Estata Vnlue No. �,_ , 19�„ County auditor by Deputy ST1�TE DEED Tl►X DUE HEREON : $ �ate C7'� L� � mt� s' �_%� �, �s�3� FOR VI►LtJABLE CONSZDERATZOH, William 8. Ruether and June E. Xuether, Husband and i�ifo, Grar�tor, hereby conveys and quitclaims to City ot Fridley, Crantae, a ISunicipal corporation under the lavs of Minnesota, rsal property in J►noka County, Hinnesota, desczibed as toliows: • . I� tsmporary construction eagement !or the'.pu�pose'or �rectinq an slavated vater reservoir. Said snssasnt ns illustratad on attachQd m�ap shall terminateDece�bar 31, 1990. Together with all hereditaments and appurtanancos bolone�ing thereto. r .� ST1lTE OF NINNESOT?► ) )ss County of ++ � ) «. . � . ! ,�1!��' ' , - The lor�qoinq�instrument �ras a�knovledqe bataro ma thic �J"" day ot n: tz 1,�• __, 19 r 7 _. bY William B. Kuether y�n`g. 1CUether, Husband and Wite, Grant�or. '"� natur of �� rson Taking � . . • •t;• ; : ; .: ',, .� { t�cknoale qment ', . `� �.' '.''. ' Tax Statemertts !or tho real property • � • ' .�...... �..� .-:---- """ deacribed in this ih�trument shoul8 bo :ont to: TAI3 INSTAZMENT Wi►S DRAfTED 8Y: City of 1�ridiey 6431 Univernity J►ve., N.L. 1►ridley, 1�W �5434 i, . . • - ' ,_�: S .. . . � � . . . _ . . . . _ ... .. _. .. . .- � . . . . . - _ . _ ' .. . - - - . . ' � � " , _ . . ._.. . � - ._. . .. . . . ' .. _ � . . � . • _ .._. . . - . . . . - . � . _. . � � ._ ' .� i • . • . . , _ _ . . - 1 "'-+.a - . . . . _ . . . - . . . . � . . . - - - � . 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N . � •� Ci'IY 0� FriDLcY T�L� 612-5�1-1287 EASEMENT AGREEMENT STATE OF MINNESOTA § CoUN�rY or, ANOicp, � PENNZOIL PRODUCTS COMPANY, a Nevada corporation, herein called Gzantor, for the sum o� $1.00 and other valuable considerata,on paid by the CITY OF FRIOLEY, a municipal corporation organized under the laws of Minnesota, herein called Grantee, does hereby grant, sell and convey unto Grantee a temporary easement and right-af-way for the purpose of stori.ng construction materials used in the building of an elevated water reservoir. The easemcnt and right-of-way hereby conveyed shall be upon that diagramed- portion of Block 2 oi Zndustrial Park Plat 1("Storaqe Area") depicted on Exhibit A attached hereto and made a part hereof, and includes the nonexclus'ive right of inqress and egress to such Storage Area from .Service Drive along the existing qravel raadway which traverses�the north end of Grantor's property. � Duration. The easement, rights and privileges herein granted shall begin upon execution of this agreement and shall end on Dece;nber. 31, 1990, or until construction of the water reservoir is substantially compl�ted, whichevEr occurs earlier. Granton c�reby binds itself, its succe�sors and assigns, to warrant and forever defend the above-described easement an�. rights unto Grantee, its successors and assigns, against ev�ry person whomever law�uZZy claiming or to cla�m the same or any part thereof. :y �xclusivitv. Except for the nonexclusive use of the gravel roadway to and from the S�orage Area, the ea�ement, rights and privilages granted herein are exclusive to Grantee, and Grantor cavenants that it will not convey any other ease- ment or conflicting ri.ghts within the area covered by this grant. � Environrrental Concerns. The Storage Area is part oF a low-elevation or ponded area. If water accumulates and cannot run off, Grantee agrees either to drain the accumulated water or to remove its construction materials until the water Ievel decreases. Additionally, Grantee agrees not to remove or damage any trecs or shrubbery. � Restoration. At the end of the duration of the easement or upon Grantee's �ina7, removal of constxvction materials, whichever is earZier, Grantee agrees to rastore the Storage Area to the same Condition it was in prior to Grantee's use o�. such area, including replacement of grass, and releveling of all depressions aaused by Gran�ee's • materials, workers, or v+ahicles, etc. . . � . . - - , _.. . , . j . CIT�' C� rr:�L_Y — —T�L 61?=571-1-%j7 � Hold Harmless. Grantee agrees to indemnify and hold harmless Grantor and its permitted successors and assigns from any and all expenses, costs, damaqes, losses, claims, de:nands, liabilities or causes of action arising from Grantee's use of the Storage Area or gravel access road. Not Assic�nabl.e. This easement shall not be assign- able by the Grantee, and any assignment shall terminate the easem�nt. ntire A�rreement. This instrument contains the entire agreement betweEn the parties relating to the riqhts herein granted and the obligations herein assumed. Any oral representations or modifications concerning this instrument shall be of no force and effect except a subsequent modifi- cation in writing, that is signed by both parties. AttorneYs' Fees. In the event of any contraversy, claim, or dispute relating to this instrument or the breach ' therEOF, the prevailing party shall be entitled to recover from the losing party reasonable expenses, attorneys' fees, � and costs. IN WITNESS WHEREOF, this instrument is executed this �� o�...,�.�,_� � � �9�• �`� PENNZOiL PRODUCTS COMPANY . By r , `(.� Name R : �� • ^ � - Title •. m 0 CITY OF FRIDLEY By � �� '! Nam � ti., F� � �c..� Title _,0��.:-z tin. ��3�..t4. r.r.,� �r c� 4•f,� � T� t7F FRIDL�Y STATE OF TEXAS COUNTY OF HARRIS TEL� 61�-�71-1!� § $ Before me, t e ut�dersigned authorit , on this day personally appeared .,� � �«�T''`�L . �'P�S�°�"'� of Pennzoil Products Company, a corporation► k n o w n t o m e t o b e the person whose name is subscribed to the foregoing instru- ment and acknowledged to me that he executed the same for the purposes and consideration therein expressed, in the capacity stated, and as the act and deed of said corporation. Given under my hand and seal of office this ��`day o f r 7`�r+ K�� _ � I 9 l�0 . � .� ��.-2—� � S ...,,. �uc�t uwE Nota �ubl ic �• Nearr ►+auc sati et Ta,. �j '- �: Yr Co�+�.nio� EsdR+ t/U/93 � " ' M•,• �; i ' 7' _ STATE OF MINNES�TA /' _ COUNTY OF _ '-iIL•'C E! !� § � T�ie foregoi.ng instrument was acknowledged befoc e/� e this 7- day oC _,��• •� ,��.�'• Y—� 19 �'' , bY .�.`tr,t. C_� -��, , . ,� �T`� the �--��- ��-�'�''��'�� 1� the City of Fridley, a under the laws of _/�'�i�'��%fSC�� a`� on behalf of th City of Fx'idley. , � � ••..,ti CLYqE Y. MORAV�TZ • � i.. ' 0'1'AAY PUBUC • Ai;NNE30TA � ��,�u� � ANOKA COUNTY �-"/ cann� Ezp. J�.ti 2a, ts9�c d � ` G'.Y�-� � �� , ; - l � I—� L— -� . �, � o r. � r, � r �:�! �� FK:i.1�c`{ TEL� 61"' �'1-1287 ', •�n r � � � " '�, „ � ,_ .{,' � j/ , � � � , , , ). o i . ^J� . 1 ' �. ' � � { � ' � �r � ? � �i ' � �r � i 1 � � L � � . 1� w . /. ( � `` ya i+ J � . �I) . � �O_'._ .. � � , � l:` ' 71 � � • � • � 1 I• ; .�. i � � •, • . . ujil—(: � � ' � � .... .,. .- i � r � .� . c ..,` . f � ��:�� , •, d^ �j� � �w,`� � ! , f . ::`,� � Q � � . —��` ' 7 : • :. �P: „� �, � � �• �'•� ,+ i;� I. .__ � � � ��-t'x' <% `. � : � � ;�� f; .�.�1 • t � �: / ; .� � ..t. ��S '..' � � E , S • � 1 � • ..��.� i'•1 ��';r. � r � ♦ �r ��r�. C : :, j• i�� . r'� ' ��: • � ..� � •. � • �ew......� . •. / � � � I I1� y •: � ii� � �.• a t • �'l.''' 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N � q O1� � N�i �• � ~ � � � � Ir � i � t f � � � '• �` o i � �. � • • � � ., ; i ' � � i � � �� ( 8 �� ; . 4' � . f. � � � � � � Ii S � � .. • I • � r a 1 �� • . ! I � �i�►� .I'� f0 !•r{L� i J��y D4�•.�a�!!w 1 � �� r � �� '�� . .� - — � , • 11'[i � � �� ___ �� '�� O 1 Y ; .Sl.. .1A. N_ .r � iet �'f ��.d ,... 1� + g�rvlrie D�- ' : �' ` -- . .,�, F.�. %,�,�. . �� _ _�.-� ..-- • y � �---- y,l p�,z �s • � � ---w pe�.1a �a.�,� I { M � �7 ��iii�i�V f�^ ��t � � \,1L�� ' ��,.��.��\ � l�� , 0 � � �.-�� LL�J.�� 0 .� . � "'�-,—'� � �:�---• nj . � W w ' � 1 ,' ` . � � ' �� - I • • �IA ' I N : ' . . I � pAp . . � ._ ' � EXAYBIT _ , M � _. _1. . I J _ — • ' .-- _ �� r•�� i .--,t-�'_'�' '.__..._—.. _�_ �.1Mi�WSV �� ... . I SECTION �►1040 PROJECT COORIDINATION 1.01 LA80R REQUIREMENTS A. General DIVISION 1 GENERAL REQUIREMENTS 1. The CONTRACTOR shall conform to the labor laws of the State of Minnesota and all other law<.�, ordinances and legal requirements affecting the work in the City of Fridley. 2. The CONTRACTOR shall be respoiisible for coordinating his work so as to keep all work segregated into the proper "trades" which have jurisdiction. No responsibiliity is assumed by the Owner or Engineer for any jurisdictional disput:es arising from any alleged improper arrangement of the work of the different trades in these specifications. � . 3. Should a labor dispute of any nature result in a work stoppage affecting the work of a sub-COMTRACTOR, no sub-CONTRACTOR may proceed with any portion of, or cause financial injury to the contract work of another sub-CONTRACTOR or the CONTRACTOR. � B. Wa4e Decision The CONTRACTOR shall pay prevailing wages as determined by Wage Decision A copy of Wage Decision is attached to these Specifications. The minimum hourly rates and benefit rates to be paid by the CONTRACTOR are listed in the wage decision. The CONTRACTOR shall pay hourly rates and benefit rates equal to or greater than the minimum rates listed in the wage decision. 1.02 COORDINATION A. General 1. The CONTRACTOR shall coordinate his work with the other respective sub-CONTRACTORs and trades involved with the project to assure that all inserts, enclosures, etc., are installed i� the proper sequence. 2. Where reference is made in any specification to mechanical CONTRACTOR, electrical CONTRACiOR, etc., it shall be understood that the terms apply to other sub-CONTRACTORs who may be hired by the CONTRACTOR to perform portions of the work under this con tract. Reference in any specifications to specific responsibility of any sub-CONTRACTOR other than the CONTRACTOR with respect to 01040-1 � , DIVISION 1 GENERAL REQUIREMENTS coordination or performance of the work shall be considered to revert to the CONTRACTOR's responsibility, who shall be solely responsible to the Owner for the performance of his work. 3. The CONTRACTOR shall closely coordinate his work with Mr. John Flora, Public Works Director, of the City of Fridley, who will be the Owner's representative for this project. 4. The CONTRACTOR shall coordinate his use of the construction staging areas with the owners of the properties. The CONTRACTOR shall be sol ely responsi bl e for the condi ti on of the stagi ng areas whi 1 e under use for construction. 5. The CONTRACTOR shall coordinate his work near NSP facilities with NSP so that their equipment will be properly protected. 01040-2 �� SECTION 01060 PERMITS AND LICENSES 1.01 DESCRIPTION A. General DIVISION 1 GENERAL REQUIREMENTS 1. 7he CONTRACTOR shall pay for and obtain all permits and licenses required for the project. Where an inspection and/or a certificate is required to be paid for by a fee, the CONTRACTOR shall include such fees in his bid. 2. Except in those municipalities which provfde State approved electrical inspection, all installations of electrical wiring shall be inspected by the State Board of Electricity. Allowance shall be made in the bid for the cost of such inspection. 3. The CONTRACTOR shall his work and shall permits. secure all permits and licenses required for pay all incidental fees for the licenses and 4. No direct payment shall be made to the CONTRACTOR for permits and licenses. All fees for permits and licenses shall be included in the lump sum bid for construction of Water Tower No. 2. 5. The OWNER will obtain the permit from the Minnesota Department of Health. 6. The CON7RACTOR shall secure all permits and licenses required to work near the NSP facilities on the site. 01060-1 i � SECTION 01070 INSURANCE 1.01 GENERAL DIVISION 1 GENERAL REQUIREMENTS A. The Contractor shall obtain the insurance set forth in the Supplementary Standard General Conditions of the Construction Contract for the duration of the project. B. Insurance certificates shall be submitted to the Owner together with the project bonds. 01070-1 SECTION 01071 BONDS 1.01 GENERAL DIVISION 1 GENERAL REQUIREMENTS A. The Contractor shall obtain the project bonds set forth in the General Conditions. 01011-1 SECTION 01150 PROGRESS AND PAYMENTS 1.01 PROGRESS A. Notice to Proceed DIVISION 1 GENERAL REQUIREMENTS 1. Actual construction on this project shall start immediately upon receipt of a Notice to Proceed order from the Engineer. "Notice �� to Proceed" will be issued as soon as executed contracts, bonds and insurance certificates are received by the Owner. B. Contract Time 1. The completion of this project shall be as follows. Substantial Completion.- , 1991 Fully Complete - > »91 2. Substantial Completion shall be as defined in the General Conditions. 3. The additional time beyond the time for substantial completion will be allowed for completion of general project clean-up. C. Liauidated Damaqes 1. In the event that the project is not substantially complete by , 1991, liquidated damages shall be assessed for each and every calendar day that the project remains not substantially complete. The liquidated damages shall be E250 per calendar day. 2. In the event that the project is not fully complete by , 1991, or Water Tower No. 2 leaks, liquidated damages shall be assessed for each and every calendar day that the work is not fully complete or the leaks remain unrepaired. The liquidated damages shall be �250 per calendar day. 3. In the event that the Owner's water quality is degraded (taste, odor, color, contamination, etc.) due its storage in, or the construction of, Water Tower No. 2 liquidated damages shall be assessed for each and every calendar day that the degradation continues. The liquidated damages shall be �250 per calendar day. 01150-1 DIVISION 1 GENERAL REQUIREMENTS D. Pro4ress Schedule 1. Work under this contract shall proceed continuously from starting time to completion date of contract, and ii is the CONTRACTOR's responsibility to maintain staff and material supply as necessary to attain such compl�tion. 2. Within ten (10) days after award of contract, the CONTRACTOR shall submit a progress schedule which shall show the order of work and the dates the CONTRACTOR proposes to commence and complete each and every section of the specifications. Schedules shall be subject to Engineer's approval. 1.02 PAYMENTS A. Requests for payment shall be submitted in accordance with the cost breakdown (See 01300 1.02 Cost Breakdown) and shall be submitted' on forms supplied by the Engineer. . 01150-2 DIVISION 1 GENERAL REQUIREMENTS SECTION 01300 SUBMITTALS 1.01 LIST OF SUBCONTRACTORS AND SUPPLIERS A. Prior to the execution and delivery of the contract, the successful bidder shall submit a complete list of all subcontractors and suppliers with whom he proposed to contract. The list shall be divided into sections corresponding to the specification divisions, and shall state name, address and telephone numbers together with work or items to be furnished. This list is subject to approval of the Engineer and Owner. After approval is given, the list cannot be revised without written approval. This approval does not relieve the Contractor of responsibility for compliance with specified requirements. 1.02 COST BREAKDOWN A. At least ten (10) days prior to submitting the first request for partial payment, the Contractor shall prepare and submit to the Engineer for approval a detailed cost breakdown by major specification sections of the total contract price. The cost breakdown shall be sufficiently detailed to provide a basis for monthly partial payments and include profit and overhead expenses. 1.03 SUBMITTAL OF SHOP DRAWINGS A. The Contractor shall submit, with such promptness as to cause no delay to the work, five (5) copies of all shop and settings drawings and schedules required for the work. The Engineer shall pass upon them with reasonable promptness. The Contractor shall make any corrections required by the Engineer, file with him five (5) corrected copies, and furnish such other copies as required. If the contractor desires more than two (2) approved copies, he shail submit additional drawings. B. All shop drawings shall be submitted through the Contractor and be accompanied by a letter of transmittal. The Contractor shall approve all shop drawings before transmitting them for approval. C. The Engineer's approval of such drawings or schedules shall not relieve the Contractor from responsibility for deviations from drawings or specifications, unless he has in writing called the Engineer's attentian to such deviations at the time of submission, nor shall it relieve him from responsibility for errors in shop drawings or schedules. 01300-1 DIVISION 1 GENERAL REQUIREMENTS D. The shop drawings for the water tower, reinforced concrete or piled foundation and reinforced concrete valve vault shall be prepared by a registered professional structural engineer, licensed to practice in the State of Minnesota. The Contractor shall take full responsibility for the structural design and adequacy of the water tower, reinforced concrete or piled foundation and reinforced concrete valve vault. The shop drawings shall be complete with design calculations for the water tower, reinforced concrete or piled foundation and reinforced concrete val ve vaul t . 1.04 SAMPLES A. As soon as practicable after "Notice to Proceed", furnish for approval of the Engineer samples required by these contract specifications or requested by the Engineer. Unless otherwise indicated, submit not less than two (2) identical samples of each type required. Pre-pay all shipping charges on sampl'es. Do not use materials or equipment for which samples are required until approved in writing by the Engineer. . B. Label each sample indicating: 1. 2. 3. 5. 6. 7. 8. Name of Project and Contract. Name of Contractor and Subcontractor. Material or equipment represented. Source. Name of producer and brand (if any). Specification Section, Article or Paragraphs. Location in Project. Cross reference to finish schedules, where applicable. C. Color and Finish: The Engineer will supply a list of any materials requiring the selection of color and finish, in addition to those designated on finish schedule. For these materials, the Contractor shall supply color chips and samples, with markings to identify them on the finish schedule. Color chips shall include a complete selection of manufacturer's standard colors. Samples shall be supplied on appropriate base materials. Within twenty (20) working days after the Contractor has supplied all samples or color chips necessary for coordination of colors and finishes in various areas, the Engineer will identify the color or finish selected, and the Contractor may proceed with manufacture. D. Mail under separate cover a letter submitting and containing information required in Article copy of this letter with the shipment. 01300-2 each shipment of samples 1.046 above. Enclose a DIVISION 1 GENERAL REQUIREMENTS E. Certain samples may be tested by the Owner as specified. Approved samples not destroyed in testing may be retained by the Engineer. Match materials and equipment incorporated in the work to approved samples. Samples not destroyed in testing and not approved will be returned to the Contractor at his expense, if so requested at time of submission. 1.05 MANUFACTURER'S OPERATION AND MAINTENANCE MATERIAL AND MANUALS A. The Contractor shall assemble and submit manufacturer's operation and maintenance manuals as required by these specifications. B. Include in each manual: 1. One copy of each wiring diagram. � 2. List of original manufacturer's spare parts, current manufacturer's price and recor�nended quantity. C. Prepare manuals from the following materials: 1. Page size: 8-1/2 inches by 11 inches. 2. Foldout diagrams and illustrations. 3. Reproducible by dry copy method. 4. Bind in oil, moisture and wear resistant covers. D. Submit manuals as follows: 1. Three (3) copies of the manuals shall be submitted together with the shop drawings for the respective piece of equipment. 2. Manufacturer's operation and maintenance manuals shall be submitted for the following pieces of equipment: - Climbing system - Electric lighting 1.06 CERTIFICATES OF COMPLIANCE: Submit in accordance with the requirements of the specifications. 1.07 OTHER SPECIFIED SUBMITTALS A. Submit documentation such as equipment details, test results, certif�cates, reparts, delivery tickets, etc., as specified in the various sections of these contract specifications to the Engineer for his use and approval. 01300-3 B. Submit three that only one otherwise. DIVISION 1 GENERAL REQUIREMENTS (3) copies of each of the various items required, except copy of delivery tickets will be required, unless specified 01300-4 � DIVISION 1 GENERAL REQUIREMENTS SECTION 01400 QUALITY CONTROL 1.01 INDEPENDENT TESTING LABORATORY A. Where tests or inspections by an independent testing laboratory are required by this specification, the Contractor shall employ and arrange for, at his expense, the services of an approved independent testing laboratory satisfactory to the Engineer to perform the tests utilizing recognized standard procedures and criteria. 1.02 REPORTS AND CERTIFICATES A. Submit reports and certificates of all inspections and tests to the Engineer in duplicate. The reports,and certificates shall become the property of the Owner. 1.03 SAMPLE MATERIALS A. The Contractor shall furnish all sample materials required for these tests and shall deliver same without charge to the testing laboratory �or other designated agency when and where directed by them. B. Any additional tests required beyond these required under this specification may be ordered by the Engineer to settle disagreements with the Contractor regarding quality of work done. If the work is defective, the Contractor shall pay all costs of the extra tests and shall correct the work. If the work is satisfactory, the Owner will pay for the extra tests. 01400-1 DIVISION 1 GENERAL REQUIREMENTS SECTION 01510 TEMPORARY UTILITIES 1.01 TEMPORARY HEAT AND VENTILATION A. General 1. 7he Contractor shall provide and pay all costs of heat, fuel, and services necessary to perform and protect his work. B. Requirements 1. Such temporary heat shall be required to: � a. Facilitate progress of the work. , b. Protect work and products against dampness and cold. . c. Provide suitable ambient temperature and humidity levels for installation and/or curing of materials. � d: Provide ventilation to meet health regulations for a safe working environment. e. Prevent hazardous accumulation of dusts, fumes, mists, vapors, or gases in all areas during construction. f. Provide adequate ventilation for cur�ng installed materials. 1.02 TEMPORARY LIGHT AND POWER A. General 1. Immediately after the Notice to Proceed is issued by the Engineer, the Contractor shall provide and pay all the costs for the temporary services required for his work. The Contractor shall pay for the power. 1.03 TEMPORARY TELEPHONE A. General 1. 7he Contractor may provide a telephone in the Contractor's Office for use by the Contractor, Owner, and Engineer. The Contractor shall pay all costs for the telephone with the exception of long distance calls which shall be paid by the maker of the call. 01510-1 DIVISION 1 GENERAL REQUIREMENTS 1.04 TEMPORARY SANITARY AND WATER FACILITIES A. General 1. The Contractor shall furnish: a. Potable water for construction personnel. b. Enclosed toilet facilities for construction personnel. c. Minimum first aid kit for construction personnel. B. Reauirements 1. The Contractor shall provide temporary toilet units as soon as practical for use of construction personnel. 2. The temporary toilet units�shall be cleaned during the course of construction and shall be removed upon completion of construction. 3. Fresh potable water shall be provided daily for consumption by construction personnel. C. Water Furnished 1. The Owner will make no charge for water used in construction. 1.05 CONTRACTOR'S OFFICE A. The Contractor shall provide a substantial, watertight building or trailer to be used as his office, for the use of his trades, and for the free use of the Engineer. 1.06 TEMPORARY BRACING A. The Contractor shall provide all temporary bracing necessary to hold structural elements securely plumb and true until all permanent structural elements are in place and securely fastened. This includes temporary bracing as necessary to withstand wind loads. 1.07 WEATHER TIGHTNESS AND CLOSING A. The Contractor shall provide proper closures at exterior openings as necessary to prevent vandalism. 01510-2 DIVISION 1 GENERAL REQUIREMENTS SECTION 01700 CONTRACT CLOSEOUT 1.01 FIELD TEST AND ADJUSTMENTS A. All electrical equipment shall be operated and tested by the Contractor to the satisfaction of the Engineer before the equipment is placed into operation. The tests shall be made to determine whether the equipment has been properly assembled and wired. Any changes, adjustments, or replacements of equipment which are necessary to comply with the requirements of the specifications or Drawings, shall be done without additional cost to the Owner. 1.02 A. 1.03 A. 1.04 DISINFECTION The disinfection accomplished as specifications. START-UP PERIOD of the watermain and Water Tower No. 2 shall be described in .the respective sections of the During the start-up period, the Contractor shall provide supervisory personnel consisting of a competent electrician satisfactory to the Engineer. CLEAN-UP A. The Contractor shall keep the premises free from accumulations of waste materials, rubbish, and other debris resulting from the work, and at the completion of the work, he shall remove all waste materials, rubbish and debris from the premises, as well as all tools, construction equipment and machinery, and surplus materials. He shall leave the site clean and ready for occupancy by the Owner. Early acceptance of Water Tower No. 2 shall not waive clean-up prior to final acceptance. B. The Contractor shall provide cleaning of all systems and fixtures, including removal of labels, tags, grease, oil, dirt stains, etc. 1.05 FINAL INSPECTION A. After the cleaning up of the work, premises, and all other areas connected with the performance of the contract, the work, as a whole, shall be inspected by the Engineer and Owner; and any workmanship or materials found not meeting the requirements of the specifications shall be removed by and at the expense of the Contractor and good and 01700-1 � �. DIVISION 1 GENERA! REQUIRFMENTS satisfactory workmanship or material substituted therefore. All settl ement, defects or damage upon any part of the work shal l be remedi ed and made good by the Contractor. WARRANTY A. The Contractor shall warrant all work and material against all defects for a period of at least one (1) year or as specified in the General Conditions or under various items. The Contractor shall repair or replace any such defective work and materials to conform to the provisions of the contract and without expense to the Owner, within ten (10) days after notification in writing by the Owner or Engineer of such defective work or material. The Contractor shall perform his work so as to cause the Owner a minimum of inconvenience and interruption of services. If the Contractor shall not have done said repairs or replacements, or have made arrangements for the correction thereof within the period specified above, the Owner may do so and charge'the cost of same to the Contractor. B. Warranty on equipment placed into operation prior to final acceptance shall start from the date of written acceptance by the Engineer and Owner. 01700-2 Y SECTION 01860 LOCATION OF UTILITIES 1.01 GENERAL A. Available Data DIVISION 1 GENERAL REQUIREMENTS 1. The approximate locations of known underground and overhead utilities has been shown on the drawings. B. Contractor Responsibilitv 1. The Contractor shall be responsible for the location and protection of all underground and overhead utilities whether or not shown on the drawings. Damage to any existing utility shall be repaired by and at the expense of the Contractor and shall be incidental to the contract. 2. The Contractor shall be responsible for arranging for the temporary insulation of all power lines if necessary. All costs associated with temporary insulation of power lines shall be paid by the Contractor. � 3. Do to the proximity of the 115KV overhead power lines, NSP may require temporary shutdowns of these lines at various times during construction. It is the Contractor's responsibility to coordinate their work with NSP and arrange for any shutdowns they may require. Any and all costs to the Owner or Contractor for such shutdowns shall be included in the Contractor's bid. No specific additional payment will be made for such shutdowns. Specific questions regarding shutdowns should be directed towards Brad Weidenfeller at NSP 330-6874. C. Utilitv Location Verification 1. Telephone numbers to verify underground utility locations are as follows: a. Water. Sanitarv and Storm Sewer City of Fridley: (612) 571-3450 or Gopher State One . Call 454-0002 b. Electricitv and Gas Gopher State One Call 454-0002 01860-1 s � '�- c. Cable TV Gopher State One Call 454-0002 d. Tele�hone Gopher State One Call 454-0002 01860-2 DIVISION 1 GENERAL REQUIREMENTS r MEMORANDUM DATE: January 26, 1990 TO: The Honorable Mayor 8� Fridley City Council Members �ROM: Springsted Incorporated RE: Water Utitity Study The attached documents represent the work product prepared by Springsted Incorporated on the Water Utility Study for the City of Fridley. The two documents represent a summary of the financial modeling and the actual financial model results. The Water Utility Study we performed looked at 5 different Scenarios. Within each of these Scenarios we examined 7 different types or levels of charges for water. The different types of charges we examined are called Cases in the documents. The Scenarios contained in the report are as follow: SCENARIO I- Include all new 1990-1994 Projects SCENARIO II - Include only new 1990 Projects SCENARIO III - Include only new 1990 Water Tower Project SCENARIO IV - Include ail new 1990-1994 Projects except Carbon Fifters SCENARIO V- Include all new 1990-1994 Projects except replace Carbon Filters with Scrubbe►s. The cases that are examined within each Scenario are as follows: CASE 1- Current Rate Structure CASE 2- 396, 496, 5% Rate Increases CASE 3- Flat Rate Structure CASE 4- Three Tier Rate Structure CASE 5- Two Tier Rate Structu►e CASE 6- Six Tier Rate Structure - Declining Scale CASE 7- Three Tier Rate Structure - Declining Scale. The 5 Scenarios, each with 7 cases, results in 35 combinations of rate structure and projects that have been examined and analyzed by Springsted. The description of each Scenario is shown on the top of each page of both the summary document and the financial analysis results. Due to the large number of variations we have examined and anaiyzed, you may wish to begin by examining the Summary document before reviewing the individual nnancial analysis resuits. The Summary document is the smaller of the two documents. ft contains a summary of the information contained in the financial analysis for each case examined in each scenario. The f � summary document shows i� the projected rate structure used; i) the net income produced by that rate structure; and iii) the doilar and percentage effect of the change on a household that uses approximately 130,000 gallons of water a year. The Financial Malysis document is the thick document printed on legal (14") paper. It contains the actual financial analysis resuits prepared by Springsted. There are 5 Scenarios examined. In each Scenario there are 7 cases looked at. The first case of each Scenario is 7 to 10 pages long. It shows the fuli picture of the Scenario to which it relates. The second through seventh cases are each 2 pages long. Page one of each case shows the Projected Statement of Revenues and Expenses along with the Projected Statement of Changes in Fund Balance. These finro statements are designed to show the income and expenses of providing water for a particular year and the cumulative income or loss from using a pa�ticular rate structure over the period from 1990-1994. Page two of each case shows the projected amount of water used du�ing any given year by volume, the income for any given year for that volume and the rate structure projected that generates the revenue. The second page also shows the effect of a particular rate structure on a"typicai" household that uses 130,000 gallons of water a year. This section compares the current water rates with the projected rates, showing the actual doilar effect on the household as well as the percentage change represented by the projected rate. A representative of Springsted Incorporated will be in attendance at the meeting of the Fridley City Council on Monday, January 29, 1990, to explain the results of the Water Utility Study and to answer any questions that you may have. BWF Fridley.doc ,� C1TY OF FRfDLEY, MINNESOTA WATER UTI LITY STU DY SUMMARY January 29, 1990 4 SCENARIO I- Include ali new 1990-1994 Projects City of Fridley, Minnesota Water Utility Study Summary Sheet for: SCENARIO I- INCLl1DE ALL NEW 1990-1994 PROJFCTS CASE 1 Current Rate Structure Gallons Used: (�) 0-10,000 10,001-30,000 30,001-50,000 50,001-100,000 100,001-200,000 200,001+ CASE 2 1991-1994 Rate per 1,000 Gal �2) $0.69 $0.53 $0.47 $0.40 $0.38 $0.35 1 of 15 Effect on household using 130,000 gal/yr; 32,500 gal/qtr. Year Net Income Dollars Percentage (3) (4) (5) (6) 1990 ($14,189) 1991 (346,038) 1992 (1,076,108) 1993 (1,099,619) 1994 (1,180,833) TOTAL: ($3,716,787) 3�, 4�, 5� Rate Increases Gallons Used: (1) 1991-1994 Rate per 1,000 Gal (2) 0-10,000 $0.69 10,001-30,000 $0.71 30,001-50,000 $0.74 50,001-100,000 $0.78 100,001-200,000 $0.78 200,001+ $0.78 CASE 3 Flat Rate Structure Gallons Used: �1) 0-10,000 10,001-30,000 30,001-50,000 50,001-100,000 100,001-200,000 200,001+ 1991-1994 Rate per 1,000 Gal �2) $0.81 $0.81 $0.81 $0.81 $0.81 $0.81 Year Net Income (3) (4) 1990 $225,221 1991 367,874 1992 (347,918) 1993 (356,864) 1994 (423,223) TOTAL: ($534,910) Year Net Income (3) (4) 1990 $265,458 1991 495,803 1992 (217,431) 1993 (223,767j 1994 (287,463) TOTAL: $32,600 Revised Bill $18.68 100.0� Current Bill $18.68 100.0� Change ($0.00) -0.0� Effect on household using 130,000 gal/yr; 32,500 gal/qtr. Dollars Percentage (5) (6) Revised Bill $22.95 122.9� Current Bill $18.68 100.0� Change $4.27 22.9� Effect on household using 130,000 gal/yr; 32,500 gal/qtr. Dollars Percentage (5) (6) Revised Bill $26.33 140.9� Current Bill $18.68 100.0� Change $7.65 40.9� 0 SCENARIO 1- Include all new 1990-1994 Projects City of Fridley, Minnesota 2 of 15 Water Utility Study Summary Sheet for: SCENARIO I- INCLUDE ALL NEW 1990-1994 PROJECTS CASE 4 Three Tier Rate Structure 1991-1994 Rate per Gallons Used: 1,000 Gal Year ��) �2) �3) 0-10,000 $0.69 1990 10,001-30,000 $0.69 1991 30,001-50,000 $0.69 1992 50,001-100,OOQ $0.80 1993 100,001-200,000 $0.80 1994 200,001+ $0.90 TOTAL: CASE 5 Two Tier Rate Structure Net Income (4) $265,394 496,126 (217,101) (223,430) (287,120) $33,$69 Effect on household using 130,000 gal/yr; 32,500 gal/qtr. Dollars Percentage (5) (6) Revised Bill $22.42 120.0� Curre�t Bill $18.68 100.0� ------------------ Change $3.74 20.0� 1991-1994 Effect on household using 130,000 Hate per gal/yr; 32,500 gal/qtr. Gallons Used: 1,000 Gal Year Net Income Dollars Percentage (1) (2) (3} (4} (5) (6) 0-10,000 10,001-30,000 30,001-50,000 50,001-100,000 100,OQ1-200,000 200,001+ CASE 6 $0.69 1990 $0.69 1991 $0.69 1992 $0.88 1993 $0.88 1994 $Q.88 TOTAL: $266,728 495,599 (217,639) (223,979) (287,68Q) $33,029 Six Tier Rate Structure - Declining Scale Gallons Used: �1) 0-10,000 10,001-30,000 30,001-50,000 50,001-100,000 100,001-200,000 200,001+ 1991-1994 Rate per 1,000 Gal �2) $0.90 $0.87 $0.84 $0.81 $0.78 $0.76 Year Net Income (3) (4) 1990 $262,176 1991 489,387 1992 (223,975) 1993 (230,442) 1994 (294,272) TOTAL: $2,874 Revised Bill $22.42 120.0� Current Sill $18.68 100.0� ------------------ Change $3.74 20.0� Effect on household using 130,000 gal/yr; 32,500 gal/qtr. Dollars Percentage (5) (6) Revised Bill $28.50 152.6� Current Bill $18.68 100.0� Change $9.82 52.6� __________________ � _ SCENARIO I- include ali new 1990-1994 Projects City of Fridley, Minnesota 3 of 15 Water Utility Study Summary Sheet for: SCENARIO I- INCLUDE ALL NEW 1990-1994 PROJECTS CASE 7 Three Tier Rate Structure - Declining Scale 1991-1994 Effect on household using 130,000 Rate per gal/yr; 32,500 gal/qtr. Gallons Used: 1,000 Gal Year Net Income Dollars Percentage (1) (2) (3) (4) (5) (6) 0-10,000 $0.85 1990 $265,119 Revised 10,001-30,000 $0.85 1991 494,758 Bill $27.63 147.9� 30,001-50,000 $0.85 1992 (218,496) 50,001-100,000 $0.81 1993 (224,854) Cur�ent 100,001-200,000 $0.81 1994 (288,572) Bill $18.68 100.0� 200,OOt+ $0.78 ------------- g ------------------ TOTAL: $27 955 Chan e $8.95 47.9� SCENARIO II - Include only new 1990 Projects City of Fridley, Minnesota Water Utility Study Summary Sheet for: SCENARIO II - INCLUDE ONLY NEW 1990 PROJECTS CASE 1 Current Rate Structure Gallons Used: i�) 0-10,000 10,001-30,000 30,001-50,000 50,001-100,000 100,001-200,000 200,001+ CASE 2 1991-1994 Rate per 1,000 Gal �2) $0.69 $0.53 $0.47 $0.40 $0.38 $0.35 Year Net Income (3) (4) 1990 ($14,189) 1991 (314,038) 1992 (339,149) 1993 (364,973) 1994 (426,774) TOTAL: ($1,459,123) 3�, 4�, 5� Rate Increases Gallons Used: i1) 0-10,000 10,001-30,000 30,001-50,000 50,OOt-100,000 100,001-200,001J 200,001+ CASf 3 1991-1994 Rate per 1,000 Gal i2) $0.69 $0.71 $0.74 $0.78 $0.78 $0.78 Flat Rate Structure Gallons Used: (1) 0-10,000 10,001-30,000 30,001-50,000 50,001-100,000 100,001-200,000 200,001+ 1991-1994 Rate per 1,000 Gal i2) $0.59 $0.59 $0.59 $0.59 $0.59 $0.59 Year Net Income (3) (4) 1990 $225,221 1991 399,874 1992 389,041 1993 377,782 1994 330,836 TOTAL: $1,722,754 Year Net Income (3) (4) 1990 $102,743 1991 28,710 1992 10,454 1993 (8,377) 1994 (63,047) TOTAL: $70,483 4 of 15 Effect on household using 130,000 gal/yr; 32,500 gal/qtr. Dollars Percentage (5) (6) Revised Bill $18.68 100.0� Current Bill $18.68 100.0� Change (50.00) -0.0� Effect on household using 130,000 gal/yr; 32,500 gal/qtr. Dollars Percentage (5) (6) Revised Bill $22.95 122.9� Current Bill $18.68 100.0� ------------------ Change $4.27 22.9� Effect on household using 130,000 gal/yr; 32,500 gal/qtr. Dollars Percentage (5) (6) Revised Bill $19.18 102.7� Current eiii s�s.ss �oo.o� ------------------ Change $0.50 2.6� ------------------ SCENARIO 11- Include only new 1990 Projects City of Fridley, Minnesota Water Utility Study Summary Sheet for: SCENARIO II - INCLUDE ONLY NEW 1990 PROJECTS CASE 4 Three Tier Rate Structure Gallons Used: i�I 0-10,000 10,001-30,000 30,001-50,000 50,001-100,000 100,001-200,000 200,001+ 1991-1994 Rate per 1,000 Gal (2) $0.51 $0.51 $0.51 $0.55 $0.55 $0.65 Year (3) 1990 1991 1992 1993 1994 TOTAL: CASE 5 Two Tier Rate Structure Gallons Used: (�) 0-10,000 10,001-30,000 30,001-50,000 50,001-100,000 100,001-200,000 200,001+ Net Income (4) $99,096 19,556 1,117 (17,901) (72,760) $29,108 5 of 15 Effect on household using 130,000 gal/yr; 32,500 gal/qtr. Dollars Percentage (5) (6) Revised Bill $16.58 88.7� Current Bill $18.68 100.0� Change ($2.10) -11.3� 1991-1994 Effect on household using 130,000 Rate per gal/yr; 32,500 gal/qtr. 1,000 Gal Year Net Income Dollars Percentage l2) i3) (4) (5) �6) $0.55 1990 $101,587 $0.55 1991 23,870 $0.55 1992 5,517 $0.61 1993 (13,413) $0.61 1994 (68,183) $0.61 ------------- TOTAL: $49,378 CASE 6 Six Tier Rate Structure - Declin,�ng Scale Gallons Used: 11) 0-10,000 10,001-30,000 30,001-50,000 50,001-100,000 100,001-200,000 200,001+ 1991-1994 Rate per 1,000 Gal �2) $0.75 $0.69 $0.64 $0.59 $0.54 $0.50 Year Net Income (3) (4) 1990 $95,603 1991 13,408 1992 (5,154) 1993 (24,298) 1994 (79,285) TOTAL: $274 Revised Bill $17.88 95.7� Current Bill $18.68 100.0� Change ($0.80) -4.3� Effect on household using 130,000 gal/yr; 32,500 gal/qtr. Dollars Percentage (5) (6) Revised Bill $22.90 122.6� Current Bill $18.68 100.0� Change $4.22 22.6� SCENARIO II - Inciude only new 1990 Projects City of Fridley, �linnesota 6 of 15 Water Utility Study Summary Sheet for: SCENARIO II - INCLUDE ONLY NEW 1990 PROJECTS CASE 7 Three Tier Rate Structure - Declining Scale 199/-1994 Effect on household using 130,000 Rate per gal/yr; 32,500 gal/qtr. Gallons Used: 1,000 Gal Year Net Income � Dollars Percentage (�) (2) (3) (4) (5) (6) 0-10,000 $0.70 1990 $100,149 Revised 10,001-30,000 $0.70 1991 20,018 Bill $22.75 121.8� 30,001-50,000 $0.70 1992 1,588 50,001-100,000 $0.60 1993 (17,421) Current 100,001-200,000 $0.60 1994 (72,271) Bill $18.68 100.0� 200,001+ $0.50 ------------- ------------------ TOTAL: $32,063 Change $4.07 21.8� � SCENARIO III - Include only new 1990 Water Tower Project City of Fridley, 1Ainnesota 7 of 15 Water Utility Study Summary Sheet for: SCENARIO III - INCLUDE ONLY NEW 1990 WATER TOWER PROJECT CASE 1 Current Rate Structure Gallons Used: ��) 0-10,000 10,001-30,000 30,001-50,000 50,001-100,000 100,001-200,000 200,001+ CASE 2 1991-1994 Rate per 1,000 Gal (2) $0.69 $0.53 $0.47 $0.40 $0.38 $0.35 Year (3) 1990 1991 1992 1993 1994 TOTAL: 3�, 4�, 5� Rate Increases Gallons Used: (�) 0-10,000 10,001-30,000 30,001-50,000 50,001-100,000 100,001-200,000 200,001+ CASE 3 1991-1994 Rate per 1,000 Gal �2) $0.69 $0.71 $0.74 $0.78 $0.78 $0.78 Flat Rate Structure Gallons Used: ��) 0-10,000 10,001-30,000 30,001-50,000 50,001-100,000 100,001-200,000 200,001+ 1991-1994 Rate per 1,000 Gal (2) $0.56 $0.56 $0.56 $0.56 $0.56 $0.56 Year (3) 1990 1991 1992 1993 1994 TOTAL: Effect on household using 130,000 gal/yr; 32,500 gal/qtr. Net Income Dollars Percentage (4) (5) (6) ($9,314) (249,318) (270,299) (297,293) (355,274) ($1,181,498) Net Income (4) $230,096 464,594 457,891 445,462 402,336 $2,000,379 Year Net Income (3) (4) 1990 $85,429 1991 25,372 1992 9,885 1993 (1i,505) 1994 (63,770) TOTAL: $45,411 Revised Bill $18.68 100.0� Current Bill $18.68 100.0� Change ($0.00) -0.0� Effect on household using 130,000 gallyr; 32,500 galiqtr. Dollars Percentage (5) (6) Revised Bill $22.95 122.9� Current Bill $18.68 100.0� ----------•------- Change $4.27 22.9� Effect on household using 130,000 gal/yr; 32,500 gal/qtr. Dollars Percentage (5) (6) Revised Bill $18.20 97.4� Current Bill $18.68 100.0� Change ($0.48) -2.6� '�� CENARIO tll - Include oniy new 1990 Water Tower Project City of Fridley, Minnesota 8 of 15 Water Utility Study Summary Sheet for: SCENARIO III - INCLUDE ONLY NEW 1990 WATER TOWER PROJECT CASE 4 Three Tier Rate Structure Gallons Used: ��) 0-10,000 10,001-30,000 30,001-50,000 50,001-100,000 100,001-200,000 200,001+ 1991-1994 Rate per 1,000 Gal �2) $0.50 $0.50 $0.50 $0.55 $0.55 $0.60 Year Net Inco�ne (3) (4) 1990 $83,028 1991 18,375 1992 2,748 1993 (18,785) 1994 (71,196) TOTAL: $14,170 ETfect on household using 130,000 gal/yr; 32,500 gal/qtr. Dollars Percentage (5) (6) Revised Bill $16.25 87.0� Current Bill $18.68 100.0� Change ($2.43) -13.0� CASE 5 Two Tier Rate Structure 1991-1994 Effect on household using 130,000 Rate per gallyr; 32,500 galiqtr. Gallons Used: 1,000 Gal Year Net Income Dollars Percentage (�) c2) i3) c4) c5) (6) 0-10,000 10,001-30,000 30,001-50,000 50,001-100,000 100,001-200,000 200,001+ $0.50 1990 $0.50 1991 $0.50 1992 $0.59 1993 $0.59 1994 $0.59 TOTAL $83,695 18,111 2,479 (19,059) (71,475) $13,751 CASE 6 Six Tier Rate Structure - Declining Scale Gallons Used: (�) 0-10,000 10,001-30,000 30,001-50,000 50,001-100,000 100,001-200,000 200,001+ 1991-1994 Rate per 1,000 Gal �2) $0.63 $0.60 $0.58 $0.56 $0.54 $0.52 Year Net Income (3) (4) 1990 $81,571 1991 16,486 1992 821 1993 (20,750) 1994 (73,201) TOTAL: $4,927 Revised Bill $16.25 87.OAs Current Bill $18.68 100.0� ------------------ Change ($2.43) -13.0� ------------------ Effect on household using 130,000 gal/y�; 32,500 gal/qtr. Dollars Percentage (5) (6) Revised Bill $19.75 105.7� Current Bill $18.68 100.0� Change $1.07 5.7� ------------------ SCENARIO ill - inciude oniy new 1990 Water Tower Project City oT Fridley, Minnesota 9 of 15 Water Utility Study Summary Sheet for: SCENARIO III - INCLUDE ONLY NEW 1990 WATER TOWER PROJECT CASE 7 Three Tier Rate Structure - Declining Scale 1991-1994 Effect on household using 130,000 Rate per gal/yr; 32,500 gal/qtr. Gallons Used: 1,000 Gal Year Net Income Dollars Percentage (1) (2) (3) (4) (5) (6) 0-10,000 $0.61 1990 $83,010 Revised 10,001-30,000 $0.61 1991 18,379 Bill $19.83 106.2� 30,001-50,000 $0.61 1992 2,752 50,001-100,000 $0.55 1993 (18,781) Current 100,001-200,000 $0.55 1994 (71,192) � Bill $18.68 100.0� 200,001+ $0.52 ------------- 9 ------------------ TOTAL: $14 168 Chan e $i.15 6.2� SCENARIO IV - Include all new 1990-1994 Projects except Carbon Filters City of Fridley, Minnesota 10 of 15 Water lftility Study Summary Sheet for: SCENARIO IV - INCLUDE ALL NEW 1990-1994 PROJECTS EXCEPT CARBON FILTERS CASE 1 Current Rate Structure Gallons Used: i�) 0-10,000 10,001-30,000 30,001-50,000 50,001-100,000 100,001-200,000 200,001+ 1991-1994 Rate per 1,000 Gal �2) $0.69 $0.53 $0.47 $0.40 $0.38 $0.35 Year (3) 1990 1991 1992 1993 1994 TOTAL: CASE 2 3�, 4�, 5� Rate Increases Gallons Used: ��) 0-10,000 10,001-30,000 30,001-50,000 50,001-100,000 100,001-200,000 200,001+ 1991-1994 Rate per 1,000 Gal i2) $0.69 $0.71 $0.74 $0.78 $0.78 $0.78 Year (3) 1990 1991 1992 1993 1994 TOTAL: Net Income (4) ($14,189) (314,038) (339,149) (364,973) (433,857j ($1,466,206) Net Income (4) $225,221 399,874 389,041 377,782 323,753 $1,715,671 Effect on household using 130,000 gal/yr; 32,500 gal/qtr. Dollars Percentage (5) (6) Revised Bill $18.68 100.0� Current Bill $18.68 100.0� ------------------ Change ($0.00) -0.0� Effect on household using 130,000 gal/yr; 32,500 gal/qtr. Dollars Percentage (5) (6) Revised Bill $22.95 122.9� Current Bill $18.68 100.0� Change $4.27 22.9� CASE 3 Flat Rate Structure 1991-1994 Effect on household using 130,000 Rate per gal/yr; 32,500 gal/qtr. Gallons Used: 1,000 Gal Year Net Income Dollars Percentage (� ) (2) (3) i4) (5) cs) 0-10,000 10,001-30,000 30,001-50,000 50,001-100,000 100,001-200,000 200,001+ $0.59 1990 $102,743 $0.59 1991 28,710 $0.59 1992 10,454 $0.59 1993 (8,377) $0.59 1994 (70,130) $0.59 ------------- TOTAL: $63,400 Revised Bill $19.18 102.7� Current Bill $18.68 100.0� ---•-------------- Change $0.50 2.7As __________________ SCENARfO IV - include aii new 1990-1994 Projects except Carbon Filters City of Fridley, Minnesota 11 of 15 Water Utility Study Summary Sheet for: SCENARIO IV - INCLUDE ALL NEW 1990-1994 PROJEC7S EXCEPT CARBON FILTERS CASE 4 Three Tier Rate Structure Gallons Used: (�) 0-10,000 10,001-30,000 30,001-50,000 50,001-100,000 100,001-200,000 200,001+ CASE 5 1991-1994 Rate per 1,000 Gal �2) $0.54 $0.54 $0.54 $0.58 $0.58 $0.62 Effect on household using 130,000 gal/yr; 32,500 gal/qtr. Year Net Income Dollars Pe�centage (3) (4) l5) (6) 1990 $99,343 1991 18,575 1992 117 1993 (18,922) 1994 (80,885) TOTAL: $18,228 Two Tier Rate Structure Gallons Used: c�� 0-10,000 10,001-30,000 30,001-50,000 50,001-100,000 100,001-200,000 200,001+ CASE 6 1991-1994 Rate per 1,000 Gal i2) $0.54 $0.54 $0.54 $0.61 $0.61 $0.61 Revised Bill $17.55 94.0� Current Bill $18.68 100.0� Change ($1.13) -6.0� Effect on household using 130,000 gal/yr; 32,500 gal/qtr. Year Net Income Dollars Percentage �3) �4) �5) �6) 1980 $98,929 1991 15,501 1992 (3,019) 1993 (22,120) 1994 (84,147) TOTAL: $5,144 Six Tier Rate Structure - Declining Scale Gallons Used: (1) 0-10,000 10,001-30,000 30,001-50,000 50,001-100,000 100,001-200,000 200,001+ 1991-1994 Rate per 1,000 Gal �2) $0.69 $0.66 $0.63 $0.60 $0.57 $0.53 Year Net Income (3) (4) 1990 $99,543 1991 21,967 1992 3,576 1993 (15,393) 1994 (77,285) TOTAL: $32,408 Revised Bill $17.55 94.0� Current Bill $18.68 100.OAs Change ($1.13� -6.0� Effect on household using 130,000 gal/yr; 32,500 gal/qtr. � Dollars Percentage (5) (6) Revised Bill $21.68 116.0� Current Bill $18.68 100.0� Change $3.00 16.0� SCENARIO IV - Include all new 1990-1994 Projects except Carbon Filters City of Fridley, Minnesota 12 of 15 Water Utility Study Summary Sheet for: SCENARIO IV - INCLUDE ALL NEW 1990-1994 PROJECTS EXCEPT CARBON FIITERS CASE 7 Three Tier Rate Structure - Declining Scale ______ 1991-1994 Effect on household using 130,000 Rate per gal/yr; 32,500 gal/qtr. Gallons Used: 1,000 Gal Year Net Income Dollars Percentage (�) (2) (3) (4) (5) (s) 0-10,000 $0.65 1990 $101,487 Revised 10,001-30,000 $0.65 1991 24,200 Bill $21.13 113.1� 30,001-50,000 $0.65 1992 5,854 50,001-100,000 $0.60 1993 (13,069) Current 100,001-200,000 $0.60 1994 (74,915) Bill $18.68 100.0� 200,001+ $0.54 ------------- 9 ------------------ TOTAL: $43 557 Chan e $2.45 13.1� SCENARIO V- Include all new 1990-1994 Projects except replace Carbon Filters i � - with Scrubbers City of Fridley, t�innesota 13 of 15 Water Utility Study Summary Sheet for: SCENARIO V- INCLUDE ALL NEW 1990-1994 PROJECTS EXCEPT REPLACE CARBON FILTERS WITH SCRUBBERS CASE 1 Current Rate Structure Gallons Used: ��) 0-10,000 10,001-30,000 30,001-50,000 50,001-100,000 100,001-200,000 200,001+ 1991-1994 Rate per 1,000 Gal (2) $0.69 $0.53 $0.47 $0.40 $0.38 $0.35 Year Net Income (3) (4) 1990 ($14,189) 1991 (321,538) 1992 (470,607) 1993 (494,676) 1994 (566,790) TOTAL: ($1,867,800) CASE 2 3�, 4�, 5� Aate Increases Gallons Used: (1) 0-10,000 10,001-30,000 30,001-50,000 50,001-100,000 100,001-200,000 20Q,001+ 1991-1994 Rate per 1,000 Gal �2) $0.69 $0.71 $0.74 $0.78 $0.78 $0.78 Year Net Income (3) (4) 1990 $225,221 1991 392,374 1992 257,583 1993 248,079 1994 190,820 TOTAL: $1,314,077 Effect on household using 130,000 gal/yr; 32,500 gal/qtr. Dollars Percentage (5) (6) Revised Bill $18.68 100.0� Current Bill $18.68 100.0� Change ($0.00� -0.0� Effect on household using 130,000 gal/yr; 32,500 gal/qtr. Dollars Percentage (5) (6) Revised Bill $22.95 122.9� Current Bill $18.68 100.0� Change $4.27 22.9� CASE 3 Flat Rate Structure 1991-1994 Effect on household using 130,000 Rate per gal/yr; 32,500 gal/qtr. Gallons Used: 1,000 Gal Year Net Income Dollars Percentage (�) c2) i3) c4) c5) cs) 0-10,000 10,001-30,000 30,001-50,000 50,001-100,000 100,001-200,000 200,001+ $0.63 1990 $0.63 1991 $0.63 1992 $0.63 1993 $0.63 1994 $0.63 TOTAL: $132,327 111,954 (28,445) (43,670) (106,764) $65,402 Revised Bill $20.48 109.6� Current Bill $18.68 100.0� Change $1.80 9.6� SCENARIO V- Include all new 1990-1994 Projects except replace Carbon Filters with Scrubbers City of Fridley, A�innesota 14 of 15 Water Utility Study � Summary Sheet for: SCENARIO V- INCLUDE ALL NEW 1990-1994 PROJECTS EXCEPT REPLACE CARBON FILTERS WITH SCRUBBERS CASE 4 Th�ee Tie� Rate Structu�e ______ Gallons Used: c>> 0-10,000 10,001-30,000 30,001-50,000 50,001-100,000 100,001-200,000 200,001+ 1991-1994 Rate per 1,000 Gal c2� $0.57 $0.57 $0.57 $0.62 $0.62 $0.67 Effect on household using 130,000 gallyr; 32,500 galiqtr. Year Net Income Dollars Percentage c3) i4) i5) is) 1990 $129,926 1891 104,957 1992 (35,582) 1993 (50,950) 1994 (114,189) TOTAI: $34,162 Revised Bill 516.53 99.2� Current Bill $18.68 100.0� Change ($0.15) -0.8� CASE 5 Two Tier Rate Structure 1991-1994 Effect on household using 130,000 Rate per �gal/yr; 32,500 gal/qtr. Gallons Used: 1,000 Gal Year Net Income Dollars Percentage (�) t2) i3) 14) i5) is) 0-10,000 10,001-30,000 30,001-50,000 50,001-100,400 100,001-200,000 200,001+ CASE 6 $0.59 1990 $0.59 1991 $0.59 1992 $0.65 1993 $0.65 1994 $0.65 TOTAL $131,171 107,114 (33,382) (48,706) (111,901) $44,296 Six Tier Rate Structure - Declining Scale Gallo�s Used: c>> 0-10,000 10,001-30,000 30,001-50,000 50,001-100,000 100,001-200,000 20d,00i+ 1991-1994 Rate per 1,000 Gal i2) $0.72 $0.69 $0.66 $0.63 $0.60 $0.58 Year Net Income (3) (4) 1990 $129,046 1991 105,538 1992 (34,989) 1993 (50,345) 1994 (113,573) TOTAL: $35,677 Revised Bill $19.18 102.7� Current Bill $18.68 100.0� Change $0.50 2.7� Effect on household using 130,000 gal/yr; 32,500 gal/qtr. Dollars Percentage (5) (6) Revised Bill $22.65 121.3� Current Bill $18.68 100.OAs Change 53.97 21.3� __________________ ' Y SCENARIO V- Inciude ali new 1990-1994 Projects except reptace Carbon Fitters � - with Scrubbers City of Fridley, Minnesota 15 of 15 Water Utility Study Summary Sheet for: SCENARIO V- INCLUDE ALL NEW 1990-1994 PROJECTS EXCEPT REPLACE CARBON FILTERS WITH SCRUBBERS CASE 7 Three Tier Rate Structure - Declining Scale 1991-1994 Effect on household using 130,000 Rate per gal/yr; 32,500 gal/qtr. Gallons Used: 1,000 Gal Year Net Income Dollars Percentage (1) (2) (3) (4) (5) (6) 0-10,000 $0.69 1990 $129,990 Revised 10,001-30,000 $0.69 1991 104,634 Bill $22.43 120.1� 30,001-50,000 $0.69 1992 (35,912) 50,001-100,000 $0.63 1993 (51,286) Current 100,001-200,000 $0.63 1994 (114,532) Bill $18.68 100.0� 200,001+ $0.58 ------------- ------------------ TOTAL: $32,894 Change $3.75 20.1� Q � O � W Z Z � � w � W ...i � ` � LL. � � � - C.) � 0 � � N � � J - F- � � W Q � 0 v� � T � � N i � � � � � ' r• . /� ;� t-� : ;,�. . � ; : .. 4;: .� . ��,� �.�. � � £',� � w., .. • � _ _� � . �, t,� ;; �+ � � � � � !� 1 � � r � � d T � � � �� ri d � � � � _ v . � ,. i � � � � � � � . � � h r r � . � � O � a N V 0 O L d � W • �- L ; � C 7 .w aL+ � % m • N C l0 7 Q .ti c� v C G �^+ O L � L 7 �+ U O � rr Q � Q i W W N C) Q M U � O O C C a � � N O .�I �+ D �+ � � � .. 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