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Imp. Proj. #455ADDENDUM NO. I City of New Hope Swimming Pool Bathhouse and Equipment Building Page Two Section 0330 - Cast in Place Concrete Part 3 Execution - Item 3.02 Flatwork Add the following sentence to item A: "Concrete slabs shall be sloped to drain as shown on plans." Section 0401 - Masonry Construction Part 2 Products - Item 2.01, Materials Add the following sentence to Item A: "Exposed interior concrete block in the Swimming Pool Bathhouse shall be single scored for an 8" x 8" stacked bond pattern". Add the following sentence to Item M, Joint Reinforcing: "Joint Reinforcing shall be heavy duty galvanized Truss-type Dur-O-Wall, at 16" o.c. Section 0550 - Miscellaneous Metals Part 1 General - Item 1.09, Include List Add the following item: "E. Steel tube grid frame in wall openings." Section 0840 - Aluminum Entrances and Storefronts Part 1 General - Item 1.09 Include List Add the following item: "F. Aluminum door louvers where shown on drawings." Section 0870 - Finish Hardware Part 1 General - Item 1.10, Do Not Include List Add the following item: t f . . . and cylinder locks." Part 3 Execution - Item 3.01, Installation Add the following sentence: "Contractor shall install Best cylinder locks to be furnished by the Owner." ADDENDUM NO. I City of New Hope Swimming Pool Bathhouse and Equipment Building Page Three Section 0880 - Glass and Glazing Part 2 Products - Item 2.01 Materials Add the following item: "D. Solar tinted glass on windows of Manager's Office." Add the following item: 11 E. 1/4" Graylite glass, no. 14, tempered, for sun screen treatment at Manager's Office." Section 1016 - Metal Toilet Partitions Part 2 Products - Item 2.01 Materials, Paragraph "C" Delete the phrases "for physically handicapped" from the first sentence and "with integral shower curtain track" from the last sentence. Add the following sentence: "Include hinged panel doors on all openings." Section 1050 - Lockers and Basket Racks Part 2 Products - Item 2.01 Materials Delete items "C" and "D" in their entirety. Basket racks and baskets will be furnished and installed by Owner. Section 1080 - Toilet and Bath Accessories Part 2 Products - Item 2.01 Materials, Paragraph "A" Delete the following phrase from the first sentence: it . . . for toilet room 110. Delete item 3, Soap Dispenser, in its entirety. Soap Dispensers will be furnished and installed by the Owner. ADDENDUM NO. 1 City of New Hope Swimming Pool Bathhouse and Equipment Building Page Four DRAWINGS Sheet Al - Site Plan: Landscape Schedule Change Tree Type "B" specie from Crab, Radiant to the following: "Crab Apple (Moles) Spring Snow". Revise the note below the Schedule by substituting Redwood Chips for River Rock Mulch. Add the following tree type to the Schedule, as follows: "C, 3 thus, Colorado Green Spruce, 7 high" Change number of Yew, Japanese Spreading, to 21 in lieu of 17. Site Plan, 11A1 Add three type "C" trees equally spaced in the sod area immediately east of the service drive for the New Equipment Building. Sheet A2 - Floor Plan-Bathhouse: Women's Dressing Room, 103 Deleted references to Rod and Curtain at shower and dressing cubicles and substitute hinged door panels. Basket Room 102 and 120 Delete all references to basket lockers (racks and baskets) which will not be included in this contract. Change direction of span of 2 x 6 wood joists in 5'-4" direction, across width of span. Cashier 101 Skylight above shall be moved 4' to the north from location shown on plan. Toilet 117 and 118 Provide a 24" wide urinal screen on north wall in between two urinals and in alignment with west side of HCP toilet ptn. on south wall. Change Handicap lav to far east end on north wall. ADDENDUM NO. 1 City of New Hope Swimming Pool Bathhouse and Equipment Building Page Five Sheet A2 - Floor Plan-Bathhouse (continued) Door Schedule Door E101, Remarks: Revise note regarding louvers to read as follows: 24" x 15" louver at bottom of each door." Add the following notes for Door E101: "Provide 12" x 12" x 1/4" clear tempered plate glass view windows in aluminum frame in each door." "Undercut door as required due to 1".high guide tracks and threshold." "Provide 1" high threshold." Main Level Floor Plan, 1/A3 Delete Tree Type "B" and cut-out in concrete deck in space between buildings. Refer to new drawing for revisions of this space as per this addendum. Sheet A3 - Floor Plan - Equipment Building Main Level Floor Plan, IZA3 Brick wall between buildings shall be moved south V-0". Delete 4' -10" x V-10" opening in deck for tree and relocate Type "B" tree to NE corner of Equipment Building. Provide 4' wide planting bed on south side of brick wall with four type "A" shrubs and redwood chips. Sheet A4 - Exterior Elevations - Bathhouse South Elevation, 2/A4 Indicate 2'-0" high x approximately 11'-0" long glass sunscreen in 3 sections across south wall of Manager's Office. Sheet A5 - Elevations of Equipment Building: East Elevation, 3/A5 Pair of doors shall have a 12" x 12" view window and a 15" x 24" aluminum louver in each door. ADDENDUM NO. I City of New Hope Swimming Pool Bathhouse and Equipment Building Page Six Sheet A6 - Section and Elevations of Bathhouse: Add the following note to references to interior concrete block: "Single scored for stacked bond pattern." Add the following note to all tops of concrete block walls: "Top course shall be bond beam with 2 - #4 cont." Sheet A7 - Building Details 2/A7, Low Roof at Masonry Wall Reference to single membrane roof should be changed to extend 24" up wall in lieu of12" __�_.._ a._,_.. � 0 � �� * � a �, � A fi _. _ ,� .. _. _ _ �� - . � ! "+ r � a � o � � � �', ro _Mt�t..ca H E _._, � � i c(1 V. 1 W lroil IIz IA k3Pr' IdNk BERNARD HERMAN IIIET IT , INC. ° �lol 89 41mm 4825 OLSON MEMORIAL HWY., S -230 DRAWN K L MPLS.,MN.55422 812- 545 -1253 E E S �;& SHEET AR , INC DATE ;p K^ � ) 41 m nk 4825 OLSON MEMORIAL HWY., S -230 6RA WN MPLS., MN. 55422 612- 645 -1283 f2 �it,1N Awl V4DW.F Y"t t x I , t K A 9- 150 1 A t t .—_t t rat e" l_/'" { a - U NS6 P a 7 E5 N p .K ►2 M u F 671 7U f�•L. , W C�ih1 • F� :n_ue tUf'N `Cif 1N1 -'/ *, &gjt!Z"f w1 0 `tEM �CU 2 MECHANICAL ADDENDUM M1 BATHHOUSE NEW HOPE, MINNESOTA ARCHITECTS. BERNARD HERMAN ARCHITECTS 4825 OLSON MEMORIAL HIGHWAY SUITE 230 MINNEAPOLIS, MN 55422 (612) 545 -1253 MECHANICAL ENGINEERS: R.L. FEIG & ASSOCIATES, INC. 9740 IRVING AVENUE SOUTH BLOOMINGTON, MN 55431 -2625 (612) 884 -4275 NOVEMBER 10, 1989 THIS ADDENDUM SHALL BE ADDED TO AND BECOME A PART OF THE ORIGINAL PLANS AND SPECIFICATIONS. ALL ITEMS SHALL BE AS ORIGINALLY SPECIFIED OR DRAWN UNLESS SPECIFICALLY AMENDED BY THIS OR SUBSEQUENT ADDENDA. REFERENCE MADE BELOW TO SPECIFICATION SECTIONS SHALL BE USED AS A GUIDE ONLY. CONTRACTOR(S) SHALL EXAMINE ALL ADDENDUMS ISSUED, INCLUDING ARCHITECTURAL AND ELECTRICAL AND DETERMINE FOR HIMSELF THE WORK AFFECTED BY ADDENDUM ITEMS. SPECIFICATIONS Section 15010.7.0 Substitute Material The following manufacturers equipment is approved as substitute material in lieu of the specified equipment: SECTION EQUIPMENT MANUFACTURER 15800.8 Exhaust fans ILG 15050.14 Valves 15050.16 Hangers & Supports 15050. Hydrants, cleanouts, 15200.3 Shock absorbers 15450 Janitors Sink -F5 Ritz Valve, Inc. Michigan Hanger Co. Jay R. Smith Mfg. Co. Jay R. Smith Mfg. Co. Stern - Williams 0 DRAWINGS 1. PLUMBING FIXTURE SCHEDULE: Delete fixture F-2, a white cast iron American Standard Model 6471.031, 6' urinal. Add two (2) 4' stainless steel Elkay Model EU4814C urinals. END OF ADDENDUM MI 2 ELECTRICAL ADDENDUM E1 BATHHOUSE NEW HOPE, MINNESOTA ARCHITECTS: BERNARD HERMAN ARCHITECTS 4825 OLSON MEMORIAL HIGHWAY SUITE 230 MINNEAPOLIS, MN 55422 (612) 545 -1253 ELECTRICAL ENGINEERS: R.L. FEIG & ASSOCIATES, INC. 9740 IRVING AVENUE SOUTH BLOOMINGTON, MN 55431 -2625 (612) 884 -4275 NOVEMBER 10, 1989 THIS ADDENDUM SHALL BE ADDED TO AND BECOME A PART OF THE ORIGINAL PLANS AND SPECIFICATIONS. ALL ITEMS SHALL BE AS ORIGINALLY SPECIFIED OR DRAWN UNLESS SPECIFICALLY AMENDED BY THIS OR SUBSEQUENT ADDENDA. REFERENCE MADE BELOW TO SPECIFICATION SECTIONS SHALL BE USED AS A GUIDE ONLY. CONTRACTOR(S) SHALL EXAMINE ALL ADDENDUMS ISSUED, INCLUDING ARCHITECTURAL AND MECHANICAL AND DETERMINE FOR HIMSELF THE WORK AFFECTED BY ADDENDUM ITEMS. SPECIFICATIONS Section 16010.6.0 Substitute Material The following manufacturers equipment is approved as substitute material in lieu of the specified equipment: TYPE A, A4, B, F4, and F8 IC E1 Sound System MANUFACTURER Metalux Lumark Emergi -Lite Muzak, BAN -KOE SYSTEMS 1 DRAWINGS 1. Add (1) GFI duplex receptacle to the east wall of the managers office (see attached sketch). 2. All receptacles installed in and around the bathhouse area shall be G.F.I. protected. 3. Add (2) Type A fixtures to accommodate new lighting layout for main entry area (see attached sketch). END OF ADDENDUM E1 Ti II �I I� Ii vD OR m z wD November 13, 1989 ADDENDUM NO. 2 Bernard Herman Architects, Inc. 4825 Olson Memorial Highway, Suite 230 Minneapolis, Minnesota 55422 City of New Hope Swimming Pool Bathhouse and Equipment Building This Addendum shall be made a part of the contract documents. Bidders shall include the work described herein as part of the Base Bid and insert the Addendum Number in the space provided on the Proposal Form. SPECIFICATIONS Substitutions The following products and/or manufacturers are deemed to be acceptable alternatives/substitutions for the products specified in the contract documents. Each substitution shall be required to meet all technical and performance aspects of the products and/or manufacturers specified. Section 0753 0760 0782 0852 0930 0970 1016 1020 1050 1080 16500 Acceptable Alternate Raylite Insul. Una-Clad Wasco Structural Ridge, Plasteco Ridge Alenco Series 2000 American Olean Dex-O-Tex Skyline Ridge-Lite, Knickerbocker, American Sanitary Airstream Interior Gamoo Type F1, Fl-A, F2-A, F3, F3-A Crane, with seats by Bemis Type A, A4, B, F4, F8 - Williams Type D, Northstar Type El, Siltron Section 0201 - Subsurface Exploration The Report of Subsurface Exploration, dated November 13, 1989 is attached and shall be made a part of the contract documents. Bidders shall familiarize themselves with existing site conditions and determine extent of cut, fill and compaction necessary for construction of the buildings and grade in conformance to required elevations shown on drawings. Note: Copies of the Soil Report are being sent to General Contractors and Exchanges only. ADDENDUM NO. 2 City of New Hope Swimming Pool Bathhouse and Equipment Building Page Three Sheet A6 - Section and Elevations of Bathhouse Detail 1/A6 East-West Section thru Bathhouse Delete footing and foundation wall below the counter at each Basket Room (8 long). Provide a 12" thickened slab, as per detail 6/S2, and control joints in walls at each jamb of opening below counter. Detail 2/A6 and 4/A6 North-South Sections Add the following note: "Provide 2 x 6 blocking, to match wood trusses, at 2'-0" o.c., between cantilevered 2 x 6's for support of wood deck. Sheet S1 - Footing and Foundation Plan Detail 11S Footing & Foundation Plan Add the following note: "Provide thickened slab, as per detail 6/S2, to support walls below counter opening in each Basket Room, 8'-0" long." Sheet M1 - Entry Level Plan (Bathhouse) Add two additional floor drains in each outdoor deck space, 2'-0" beyond the north wall of the Men's Shower and Women's Shower Rooms, halfway between the drinking fountain and the east or west walls. There will be a total of four additional drains required. Add the following note: "Contractor shall provide a compressed air fitting at the water meter location for winterizing the water piping." Sheet E2 - Equipment Building Add the following to 1-line diagram note #10: "Contractor shall replace the 240 volt, 1500 watt, quartz lamps in (17) existing pool flood lighting fixtures with new 208 volt lamps. The floods are mounted on six 30 ft tall hinged steel poles. Turn existing lamps over to Owner." Novembor 14, 1985 ADD ,_ "O a s Bernazd Berman Architects, !no, 4825 Olson memo Hi g h way, S,jt, 220 Minneapolis, minnenota 55422 CKY Of woo mcpa Swimming Pic) Bathhouse and This Addenov, shall be made a part of the contract ducumenTs' Bid s Base Sid and S use <x _ the Adden Num r 2 e . , i _ n A ,E x ,v.. : €, ion and Bac,_`kp x, Po r ^ ' I Provide a minimum & A-10 feet of olean vand compect, fjj� under the ronsrttE Moor e SeoKen 07 61 Pretorned Me tal R oofing Change reference to s o stan seams f Ghent 1 \ Plan-Equipment Bu ildin g W , . f, ._ deep x 1 w d e dra t r i s a a :. arou _ p = u. i e t .. f' of Chlorine Room E1014 r -. �, a n „ � . g m r a e $ o footing elevation on west wall s.. 4 , x 015 .. in l i e u W Change top of footing elevation on east mail 9 18 " K n l ieu of 9 int er i or g el remain to drawn end shall he xteppsN dour to align WO peyinstar y .t. -u .m' �+ v a ,,,�;, '} _ ,, u. _d. ,s 6 north a. . . south wall .:.. e , r .., sha to 40zt wall footings, GAY of New Hope Swimming Poci Enthhouse and Equipmept BMAng Page Thre's Sheet 32 - Sections and Details 1, Eliminate the #4 0ovels extending from the masonry Nal- into the slab on grade shown on detsfis 302, SIS2, 7/SZ 8/21, O/Sk ond 12/S& �t I�i z 'Adjush control joint locations to fall left or right of thickened portion of thickened slab. Depth of out of canbrol joint shall be 2-1/2" minimum, "; - &"W wdv.� �."" Add one additional floor drain on the Dressing Boom side of each Basket Room counter, out 3'-4" from the BaKet Room wall, in line Nith the north jamb of thn well upening. Then, r0ouate the tloor drain currently shown at the end of the P!Qmbing bass to align with the south jamb of the wall opening also out V-4" fuum the wall. Slope floor to drains, WOOL 0. bnit No, F3, Lavatory and FA, Faadicapped Lavators Change Trio Mel Numbers B-6(mot and S-90-2-G FR-W to Chicago 857-165. COUNCIL 1 . 0�• 01�3 0 .0 . 1 0 Originating Department Approved for Agenda Agenda Section Dev. & Planning Manager 1-20-89 Item No. By: Dan Donahue By: X/) 8.1 1 RESOLUTION AWARDING CONTRACT FOR 7M CONSTRUCrION • NEW HOPE C0MqJNITY CaTIE• SWIMMING POOL BATHHOUSE AM SWDI NG POOL EQUIPMENT BUILDING PARK IM••• 19i IMPROVE= ••• JECr NO. 455 A total of eleven bids were received for Project 455 which were opened on November 16, 1989. The low bidder was C.O. Field Co. for $455,900. Bernie Herman will be present at tonight's meeting as well as a representative from C.O. Field Co. MOTION BY CAC SECOND BY ILL TO: Review: Administration: Finance: rr CITY OF NEW HOPE RESOLUTION No. 89-226 RESOLUTION AWARDING CXN%!2TiCT FOR THE CONSTRUCTION • NEW HOPE COMMUNITY CENTER SWIMMING POOL BA=OUSE AND SWIMMING POOL EQUIPMENT BUILDING PARK IMPROVEMiTS (DVnWVEMENT PRQJECT 455) BE IT RESOLVED by the City Council of the City of New Hope as follows: 1. That bids for the construction of the New Hope Community Center Swimming Pool Bathhouse and Swimming Pool Equipment Building Park Improvements were duly opened at the New Hope City Hall, 4401 Xylon Avenue North, at 2:00 p.m. on the 16th day of November, 1989, as heretofore authorized by this Council. 2. That advertisement for bids for the construction of said improvement was published in the New Hope-Golden Valley Post, the official newspaper of the City, on the 25th day of October, 1989, and in the Construction Bulletin on the 27th day of October and the 3rd of November, 1989. 3. It is hereby found and determined by this Council that the bid of C.O. Field Co. for the construction of said project in the amount of $455,900 is the lowest responsible bid submitted for the construction of said improvement; that Bernard Herman Architects, Inc. has recommended to this Council the said low bid for the award of the contract for the construction to the designated lowest responsible bidder. 4. The Mayor and Manager are authorized and directed to enter into an improvement contract for the construction of said improvement in the name of the City with the lowest responsible bidder, subject to the said contractor furn ishing a public contractor's surety bond, conditioned as required by law. Adopted by the City Council of the City of New Hope, Hennepin County, Minnesota, this 20th day of November, 1989. '_ rte' �� G� Mayor Attest: City Clerk CORRICK LAW OFFICES. P.A. WILLIAM J. CORRICK STEVEN A. SONDRALL, P.A. STEVEN A. SONDRALL MICHAEL R. LAFLEUR MARTIN P. MALECHA WILLIAM C. STRAIT January 17, 1990 CORRICK & SONDRALL A PARTNERSHIP OF PROFESSIONAL CORPORATIONS LAWYERS 3811 WEST BROADWAY ROBBINSDALE, MINNESOTA 55422 TELEPHONE (612) 533-2241 FAX (612) 533-2243 Valerie Leone City Clerk City of New Hope 4401 Xylo'n,Avenue North New Hope, MT\T 55428 W46 61 LEGAL ASSISTANTS LAVONNE E. KESKE SHARON D. HOFSTAD 1- 11, RE: Fire Station and Bath ' House Contract/New Hope Public Improvement Project No. 447 Our File No. 99.64470 Dear Val: Please find enclosed executed contracts for the referenced project. I have put posted notes on the packets that are enclosed. Basically, the City packet includes the contract original performance and payment bonds and a certificate of insurance. That packet should be kept in the City files. The contractor's copy of the contract can be mailed to him. I am assuming that he already has copies of the bond documents and the insurance documents. Therefore, I have retained the second copy of the performance and payment bonds in my file. If said bonds are needed by the contractor, they can contact me directly, otherwise the contractor's copy of the contract can be sent to him. Please call if you have any further questions. Very truly yours, Steven A. Sondrall slw Enclosures cc: Bernard Herman Architects Daniel J. Donahue M. Jeannine Dunn r THE AMERICAN INSTITUTE OF ARCHITECTS AIA Document A101 Standard 1 Agreement Owner i Contractor where the basis of payment is a STIPULATED SUM 1977 EDITION THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES; CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION Use only with the 1976 Edition of AIA Document A201, General Conditions of the Contract for Construction. This document has been approved and endorsed by The Associated General Contractors of America. AGREEMENT made as of the Twenty First day of November in the year of Nineteen Hundred and Eighty Nine BETWEEN the Owner: City of flew Hope 4401 Xylon Avenue North New Hope, Minnesota 55428 and the Contractor: C.O. Field Company 2940 Harriet Avenue Minneapolis, Minnesota 55408 The Project: Swimming Pool Bathhouse 6 Equipment Building Civic Center Park City of New Hope The Architect: Bernard Herman Architects, Inc. 4825 Olson Memorial Highway Minneapolis, Minnesota 55422 The Owner and the Contractor agree as set forth below. Copyright 1915, 1918, 1925, 1937, 1951, 1958, 1%1, 1%3, 1%7, 1974, ® 1977 by the American Institute of Architects, 1735 New York Avenue, N.W., Washington, D. C. 20006. Reproduction of the material herein or substantial quotation of its provisions without permission of the AIA violates the copyright laws of the United States and will be subject to legal prosecution. AIA DOCUMENT A101 • OWNER- CONTRACTOR AGREEMENT • ELEVENTH EDITION • JUNE 1977 • AIA* 7 • THE -\AFRICAN INSTITUTE OF ARCHITECTS, 1 7 35 NEW YORK AVE., N.W., WASHINGTON, D. C 20006 A101 -1977 1 THE CONTRACT DOCUMENTS The Contract Documents consist of this Agreement, the Conditions of the Contract (General, Supplementary and other Conditions), the Drawings, the Specifications, all Addenda issued prior to and all Modifications issued after exe- cution of this Agreement. These form the Contract, and all are as fully a part of the Contract as if attached to this Agreement or repeated herein. An enumeration of the Contract Documents appears in Article 7. ARTICLE 2 The Contractor shall perform all the Work required by the Contract Documents for (Here insert the caption descriptive of the Work as used on other Contract Documents.) Construction of two one -story buildings, a Swimming Pool Bathhouse and adjacent Equipment Building, including related site work and general, electrical and mechanical construction work all in accordance with the construction documents dated October 31, 19139 and as indicated in Article 7, item 6 of this Agreement. ARTICLE 3 TIME OF COMMENCEMENT AND SUBSTANTIAL COMPLETION The Work to be performed under this Contract shall be commenced wi thin 7 days of the executed contract or issuance of a letter of intent from the Owner to the Contractor. and, subject to authorized adjustments, Substantial Completion shall be achieved not later than 135 ca 1 enda r days; therefrom. (Here insert any special provisions for liquidated damages relating to failure to complete on time.) This Agreement acknowledges that final completion of this project shall be no later than May 1, 1990. AIA DOCUMENT A101 - OWNER - CONTRACTOR AGREEMENT - ELEVENTH EDITION - JUNE 1977 - AIA® ©1977 - THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, D. C. 20006 A101 -1977 2 ARTICLE 4 CONTRACT SUM The Owner shall pay the Contractor in current funds for the performance of the Work, subject to additions and deductions by Change Order as provided in the Contract Documents, the Contract Sum of Four Hundred Fifty Five Thousand N ne Hundred and 00 /100 Dollars ($455,900.00). The Contract Sum is determined as follows: (State here the base bid or other lump sum amount, accepted alternates, and unit prices, as applicable.) The Contract Sum is based on a bid proposal received on Noveinber 16, 1989 comprising $364,229 for General Construction, $63,771 for mechanical Construction and $27,900 for Electrical Construction. ARTICLE 5 PROGRESS PAYMENTS Based upon Applications for Payment submitted to the Architect by the Contractor and Certificates for Payment issued by the Architect, the Owner shall make progress payments on account of the Contract Sum to the Contractor as pro- vided in the Contract Documents for the period ending the last day of the month as follows: Not later than ten (10) days following the end of the period covered by the Application for Payment n i net five percent ( 95 %) of the portion of the Contract Sum property n allocable to labor, materials and equip five Incorporated in the Work and ninety five percent ( 95 /o) of the portion of the Contract Sum properly allocable to materials and equipment suitably stored at the site or at some other location agreed upon in writing, for the period covered by the Application for Payment, less the aggregate of previous payments made by the Owner; and upon Substantial Completion of the entire Work, a sum sufficient to increase the total payments to one hundred percent ( 100 %) of the Contract Sum, less such amounts as the Architect shall determine for all incomplete Work and unsettled claims as provided in the Contract Documents. (if not covered elsewhere in the Contract Documents, here insert any provision for limiting or reducing the amount retained after the Work reaches a certain stage of completion.) Payments due and unpaid under the Contract Documents shall bear interest from the date payment is due at the rate entered below, or in the absence thereof, at the legal rate prevailing at the place of the Project. (Here insert any rate of interest agreed upon.) Vsury laws and requirements under the federal Truth in Lending Act, similar state and local consumer credit laws and other regulations at the Owner's and Contractor's principal places of business, the location of the Project and elsewhere may affect the validity of this provision. Specific legal advice should be obtained with respect to deletion, modification, or other requirements such as written disclosures or waivers.) AIA DOCUMENT A101 OWNER- CONTRACTOR AGREEMENT • ELEVENTH EDITION • JUNE 1977 • AIAO ©1977 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, D. C. 20006 A101 -1977 3 ARTICLE 6 FINAL PAYMENT Final payment, constituting the entire unpaid balance of the Contract Sum, shall be paid by the Owner to the Contractor when the Work has been completed, the Contract fully performed, and a final Certificate for Payment has been issued by the Architect. ARTICLE 7 MISCELLANEOUS PROVISIONS 7.1 Terms used in this Agreement which are defined in the Conditions of the Contract shall have the meanings designated in those Conditions. 7,2 The Contract Documents, which constitute the entire agreement between the Owner and the Contractor, are listed in Article 1 and, except for Modifications issued after execution of this Agreement, are enumerated as follows: (List below the Agreement, the Conditions of the Contract (General, Supplementary, and other Conditions), the Drawings, the Specifications, and any Addenda and accepted alternates, showing page or sheet numbers in all cases and dates where applicable.) 1. Bid Proposal submitted by C.O. Field Company, Inc. on November 16, 1989 in the amount of $455,900. 2. Standard Form of Agreement Between Owner and Contractor, AIA Document A101, 1977 Edition. 3. General Conditions of the Contract for Construction, AIA Document A201, 1976 Edition. 4. Drawing Sheets Al through A7, dated October 31, 1989, Structural Sheets S1 through S3, dated October 27, 1989, Mechanical Sheets Ml through M3, - - dated October 31, 1989 and El and E2, dated October 31, 1989• 5. Specifications dated October 31, 1989. 6. Addendum No. 1, dated November 10, 1989, Addendum No. 2, dated November 13, 1989 and Addendum No. 3 dated November 14, 1989. This Agreement entered into as of the day and year first written above. [sue CONTRACTOR C.O. FIELD COMP_ AIA DOCUMENT A181 • OWNER - CONTRACTOR AGREEMENT • ELEVENTH EDITION • JUNE 1977 • AIA® ©1977 a THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, D. C. 20006 A101 -1477 4 CITY OF NEW HOPE BOND ISSUED IN TRIPLICATE BOND NO. 543324 THE AMERICAN INSTITUTE OF ARCHITECTS NEI AIA Document A311 KNOW ALL MEN BY THESE PRESENTS: that C. 0. Field Company (Here insert full name and address or legal title of Contractor) 2940 Harriet Avenue South Minneapolis, Minnesota 55408 as Principal, hereinafter called Contractor, and, (Here insert full name and address or legal title of Surety) Capitol Indemnity Corporation 4610 University Avenue Madison, Wisconsin 53705 as Surety, hereinafter called Surety, are held and firmly bound unto City Of New Hope (Here insert full name and address or legal title of Owner) 4401 Xylon Avenue North New Hope, Minnesota 55428 as Obligee, hereinafter called Owner, in the amount of Four Hundred Fifty -Five Thousand Nine Hundred and Dollars ($ 455, 900.00 y , 00 /100ths for the payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Contractor has by written agreement dated 19 entered into a contract with Owner for (Here insert full name, address and description of project) Construction of the New Hope Community Center Swimming Pool Bathhouse and Swimming Pool Equipment Building Park Improvements, Improvement Project 455 in accordance with Drawings and Specifications prepared by (Mere insert full name and address or legal title of Architects Bernard Herman Architects, Inc. which contract is by reference made a part hereof, and is hereinafter referred to as the Contract. AIA DOCUMENT A311 • RF PEORMANCE BOND AND LABOR AND MATERIAL PAYMENT BOND • AIA 0 FEBRUARY 19'0 ED. • THE AMERICAN INSTITUTE Or ARCHITECTS, 1'15 N.Y. AVE., N.W., WASHINGTON, D. C. 20006 1 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that, if Contractor shall promptly and faithfully perform said Contract, then this obligation shall be null and void; otherwise it shall remain in full force and effect. The Surety hereby waives notice of any alteration or extension of time made by the Owner. Whenever Contractor shall be, and declared by Owner to be in default under the Contract, the Owner having performed Owner's obligations thereunder, the Surety may promptly remedy the default, or shall promptly 1) Complete the Contract in accordance with its terms and conditions, or 2) Obtain a bid or bids for completing the Contract in accordance with Its terms and conditions, and upon de- termination by Surety of the lowest responsible bidder, or, if the Owner elects, upon determination by the Owner and the Surety jointly of the lowest responsible bidder, arrange for a contract between such bidder. and Owner, and make available as Work progresses (even though there should be a default or a succession of Signed and sealed this 21st day of rwin,r•«� defaults under the contract or contracts of completion arranged under this paragraph) sufficient funds to pay the cost of completion less the balance of the contract price; but not exceeding, including other costs and damages for which the Surety may be liable hereunder, the amount set forth in the first paragraph hereof. The term "balance of the contract price," as used in this paragraph, shall mean the total amount payable by Owner to Contractor under the Contract and any amendments thereto, less the amount properly paid by Owner to Contractor. Any suit under this bond must be instituted before the expiration of two (2) years from the date on which final payment under the Contract falls due. No right of action shall accrue on this bond to or for the use of any person or corporation other than the Owner named herein or the heirs, executors, adminis- trators or successors of the Owner. November 19 89 CAPITOL INDEMNITY CORPORATION (Cll rc'l)) (Scan Richard A. Nelsqn Hide.) Attorney -in -Fact AIA DOCUMENT A311 • PERFORMANCE BOND AND LABOR AND MATERIAL.. -- PAYMENT BOND • AIA FEBRUARY 1970 ED. • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 N.Y. AVE., N.W., WASHINGTON, D. C. 20006 2 BOND ISSUED IN TRIPLICATE BOND NO. 543324 THE AMERICAN INSTITUTE OF ARCHITECTS 11 /� dpi A/A Document A311 Labor and Material Payment Bon� THIS BOND 15 ISSUED SIMULTANEOUSLY WITH PERFORMANCE BOND IN FAVOR OF THE OWNER CONDITIONED ON THE FULL AND FAITHFUL PERFORMANCE OF THE CONTRACT KNOW ALL MEN BY THESE PRESENTS: that C. 0. Field Company (Here insert full name and address or legal title of Contractor) 2940 Harriet Avenue South Minneapolis, Minnesota 55408 as Principal, hereinafter called Principal, and, Capitol Indemnity Corporation (Here insert full name and address or legal title of Surety) 4610 University Avenue Madison, Wisconsin 53705 as Surety, hereinafter called Surety, are held and firmly bound unto City of New Hope (Here insert full name and address or legal title of owner) 4401 Xylon Avenue North New Hope, Minnesota 55428 as Obligee, hereinafter called Owner, for the use and benefit of claimants as hereinbelow defined, in the Four Hundred Fifty —Five Thousand Nine Hundred and 00j100ths amount of (Here insert a sum equal to at least one -half of the contract price) Dollars l$ 455, 900, 00 for the payment whereof Principal and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Principal has by written agreement dated 19 entered into a contract with Owner for (Here insert full name, address and description of project) Construction of the New Hope Community Center Swimming Pool Bathhouse and Swimming Pool Equipment Building Park Improvements, Improvement Project 455 in accordance with Drawings and Specifications prepared by Bernard Herman Architects, Inc (Here insert full name and address or legal tide of Architect) which contract is by reference made a part hereof, and is hereinafter referred to as the Contract. AIA DOCUMENT A311 • PERFORMANCE BOND AND LABOR AND MATERIAL PAYMENT BOND • A!A O FEBRUARY 1970 ED. - THE AMERICAN INSTITUTE Of ARCHITECTS, 1735 N.Y. AVE., N.W., WASHINGTON, D. C. 20006 3 NOW, THEREFORE, THE CONDITION Of THIS OBLIGATION is such that, if Principal shall promptly make payment to all claimants as hereinafter defined, for all labor and material used or reasonably required for use in the performance of the Contract, then this obligation shall be void; otherwise it shall remain in full force and effect, subject, however, to the fol- lowing conditions: 1. A claimant is defined as one having a direct con- tract with the Principal or with a Subcontractor of the Principal for labor, material, or both, used or reasonably required for use in the performance of the Contract, labor and material being construed to include that part of water, gas, power, light, heat, oil, gasoline, telephone service or rental of equipment directly applicable to the Contract. 2. The above named Principal and Surety hereby jointly and severally agree with the Owner that every claimant as herein defined, who has not been paid in full before the expiration of a period of ninety (90) days after the date on which the last of such claimant's work or labor was done or performed, or materials were furnished by such claimant, may sue on this bond for the use of such claimant, prosecute the suit to final judgment for such sum or sums as may be justly due claimant, and have execution thereon. The Owner shall not be liable for the payment of any costs or expenses of any such suit. 3. No suit or action shall be commenced hereunder by any claimant: a) Unless claimant, other than one having a direct contract with the Principal, shall have given written notice to any two of the following: the Principal, the Owner, or the Surety above named, within ninety (90) days after such claimant did or performed the last of the work or labor, or furnished the last of the materials for which said claim is made, stating with substantial accuracy the amount claimed and the name of the party to whom the materials were furnished, or for whom the work or labor was done or performed. Such notice shall be served by mailing the same by registered mail or certified mail postage prepaid, in an envelope ad- dressed to the Principal, Owner or Surety, at any place where an office is regularly maintained for the trans- action of business, or served in any manner in which legal. process may be served in the state in which the aforesaid project is located, save that such service need not be made-by a public officer. b) After the expiration of one (1) year following the date on which Principal ceased Work on said Contract, it being understood, however, that if any limitation em- bodied in this bond is prohibited by any law controlling the construction hereof such limitation shall be deemed to be amended so as to be equal to the minimum period of limitation permitted by such law. c) Other than in a state court of competent jurisdiction in and for the county or other political subdivision of the state in which the Project, or any part thereof, is situated, or in the United States District Court for the district in which the Project, or any part thereof, is sit- uated, and not elsewhere. 4. The amount of this bond shall be reduced by and to the extent of any payment or payments made in good faith hereunder, inclusive of the payment by Surety of mechanics' liens which may be filed of record against said improvement, whether or not claim for the amount of such lien be presented under and against this bond. Signed and sealed this 21st day of November J E (WitncW CAPITOL INDEMNITY CORPORATION (surety) . Ne] son (Ti(IO Attorney —in —Fact AIA DOCUMENT A311 • PERFORMANCE BOND AND LABOR AND MATERIFXL PAYMENT BOND • AIA ® A FEBRUARY 1970 ELY. • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 N.Y. AVE_ N.W., WASHINGTON, D. C. 20006 `4 ACKNOWLEDGMENT OF INDIVIDUAL OR PARTNERSHIP STATE OF COUNTY OF )SS On this day of and who executed the executed the same as , 19 _ before me appeared to me known to be the person described foregoing instrument, and acknowledged that his own free act and deed. Notary Public ACKNOWLEDGMENT OF CORPORATION STATE OF MINNESOTA Ss COUNTY OFHENNEPIN in he On this 21st day of November —, 19 89, before me appeared 4L42-finL-01 M. to me personally known, who being y me duly sworn did say that he/she is respectively the Pec-5, � o f C. O. Field Company the Corporation described in and who executed the foregoing instrument; that the seal affixed to the instrument was executed on behalf of sari Corporation by authority of its Board of Directors; and said re&5'DCr7t acknowledged said instrument to be the free act and deed of said Corporation. HENNEPIN COUNTY J' N"6 'i�y '1 � - Mlpot� KIMBERLY J, Novu�'�� NOTARY PUBLIC — MINHWUFA �N OU L _xvi� 6 5, # M2 MY COMMISSion Expirm., Ora, I I 0 =2 Notary lic ACKNOWLEDGMENT OF SURETY STATE OF MINNESOTA Ss COUNTY OF HENNEPIN On this 21 st day o f November ' 19 89 r before me appeared Richard A. Nelson to me personally know, who being by me duly sworn did say that he is the Attorney-in-Fact of Capitol Indemnity Corporation the Corporation who executed the foregoing instrument as Surety; that the seal affixed to the foregoing instrument is the corporate seal of said Corporation; that said instrument was executed on behalf of said Corporation by authority of its Board of Directors, and said Richard "N on acknowledged said instrument to be the free act and Ci ed Of said Car oration. Notary Public "I R NOTARYPUR' ,PPJTY ----- -- - - -- -- - RICHARD A. NELSON, MARK R. SHEEHAN, OR SUSAN CREPEAU --------------- its true and lawful Attorneys) -in-fact, to make, execute, seal and deliver for and on its behalf, as surety, and as its act and deed, any and all bonds, undertakings and contracts of suretyship, provided that no bond or undertaking or contract of suretyship executed under this authority shall exceed in amount the sum of ---- -- ---- ----- - -__ -_- _____NOT TO EXCEED $ 500,000.00 ------------------------------ This Power of Attorney is granted and is signed and sealed by facsimile under and by the authority of the follow- ing Resolution adopted by the Board of Directors of CAPITOL INDEMNITY CORPORATION at a meeting clulyco I led and held on the 5th day of May, 1960: "RESOLVED, that the President, any Vice-President, the Secretary or Treasurer, acting individually or other- wise, be and they hereby are granted the power and authorization to appoint by a Power of Attorney for the purposes only of executing and attesting bonds and undertakings, and other writings obligatory in the nature thereof, one or more resident vice-presidents, assistant secretaries and attorneys) -in -fact, each appointee to have the powers and duties usual to such of- fices to the business of this company; the signature of such officers and seal of the Company maybe affixed to any such power of attorney or to anycertificate relating thereto by facsimile, and anysuch power of attorneyor certificate bearing such fac- simile signatures or facsimile seal shall be valid and binding upon the Company, and any such power so executed and certi- fied by facsimile signatures and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking or other writing obligatory in the nature thereof to which it is attached. Any such appointment may be revoked, for cause, or without cause, by any of said officers, at any time." IN WITNESS WHEREOF, The CAPITOL INDEMNITY CORPORATION has caused these presents to be signed by its officer undersigned and its corporate seal to be affixed duly attested by its Secretary, this I st day of August, 1973. Attest: 9' Secretarye CAPIT D STATE OF WISCONS64 President ) SS. COUNTY OF DANE On the 1st day of August, A. D., 1973, before me personally came George A. Fait, to me known who being by me duly sworn, did depose and say; that he resides in the County of Dane, State of Wisconsin; that he is the President of CAPITOL INDEMNITY CORPORATION, the corporation described in and which executed the above instrument; that he knows the seal of the said corporation; that the seal affixed to said instrument is such corporate seal; thai it was so affixed by order of the Board of Directors of said corporation and that he signed his name theretoby like order. STATE OF WISCONSIN SS. ` " ®` otary Public, Dane Co., Wisconsin COUNTY OF DANE My Commission is permanent CERTIFICATE 1, the undersigned, duly elected to the office stated below, now the incumbent in CAPITOL INDEMNITY CORPORATION, a Wisconsin Corporation, authorized to make this certificate, DO HEREBY CERTIFY that the foregoing at- attached Power of Attorney remains in full force and has not been revoked; and furthermore, that the Resolution of the Board of Directors. set forth in the Power of Attorney is now in force. Signed and sealed at the City of Madison. 21st November the day of 119 89 ' P. Big ll �/Vice- President A0401 PRODUCER BILL JOHNSON AGENCY 10902 Greenbrier Road Minnetonka, Mn. 55343 CODE SUB -CODE INSURED C.O. FIELD COMPANY 2940 Harriet Ave So Mpls., Mn 55408 INSURANCE ISSUE DATE (MM7DD /YY) 21 Nov 89 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW COMPANIES AFFORDING COVERAGE �ETERNY A JOHN Deere Insurance Company COMPANY B LETTER COMPANY C LETTER COMPANY D LETTER COMPANY E LETTER THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO': TYPE OF INSURANCE POLICY NUMBER LTR! + POLICY EFFECTIVE '.POLICY EXPIRATION'. ALL LIMITS IN THOUSANDS DATE (MM /DD /YY) ! DATE (MM /DD /YY) GENERAL LIABILITY GENERAL AGGREGATE 1500 X COMMERCIAL GENERAL LIABILITY PRODUCTS- COMP /OPS AGGREGATE $5 0 0 ` ; CLAIMS MADE OCCUR X CPP 106929 PERSONAL & ADVERTISING INJURY $ '4 -1 -89 4 -1 -90 500 OWNER'S & CONTRACTOR'S PROT EACP OCCURRENCE $5 FIRE DAMAGE (Any one fire) $ 5 MEDICAL EXPENSE (Any one person) $ 5 AUTOMOBILE LIABILITY COMBINED SINGLE $ X ANY AUTO LIMIT 5 00 A : ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) X, HIRED AUTOS BA 106930 4 4-1-90 INJURY $ X NON -OWNED AUTOS (Per accident) GARAGE LIABILITY PROPERTY $ DAMAGE EXCESS LIABILITY EACH AGGREGATE OCCURRENCE' A X CUL 106933 4 -1 -89 4 -1 -90 $ 2,000 ' OTHER THAN UMBRELLA FORM WORKER'S COMPENSATION STATUTORY A WC 106932 4 -1 -89 4 -1 -90 $ 100 (EACH ACCIDENT) AND $ 500 (DISEASE— POLICY LIMIT) EMPLOYERS' LIABILITY $ ,. 1 (DISEASE —EACH EMPLOYEE OTHER Ai Builders Risk pending 11 -26 -89 i11-26 -90 '$455,900 Completed Value Form DESCRIPTION OF OPERATIONS /LOCATIONS /VEHICLES /RESTRICTIONS /SPECIAL ITEMS Owner- City of New Hope is Additional insured as pertains to this contract only. Project- Swimming Pool, Bath House and Equipment Building. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE CITY OF NEW HOPE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO 4401 Xylon Ave. No. MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR New Hope , Mn. 55428 LIABILITYO ANY KIND UPON THE COMFY, ITS AGENTS OR REPRESENTATIVES SUB LIST NEW HOPE BATHHOUSE AND EQUIPMENT BUILDING 4301 XYLON AVENUE NORTH NEW HOPE, MINNESOTA DIVISION /SECTION 02100 Demolition 02200 Earthwork 02800 Landscaping CONTRACTOR Schield Construction 13604 Ferris Avenue Apple Valley, MN 55124 Kahnke Brothers 18012 Pioneer Trail Eden Prairie, MN 55347 03200 Concrete Reinforcement Kiffineyer, Inc. 03300 Cast -in -Place Concrete 10133 Abbott Avenue North 04010 Masonry Construction Brooklyn Park, MN 55443 05100 Structural Steel 05500 Miscellaneous Metals Northwest Steel Fabricators 6300 Industry Avenue NW Anoka, MN 55303 06100 Rough Carpentry 06190 Wood Trusses Thompson Lumber Company 4810 North Lilac Drive Brooklyn Center, MN 55429 07530 Elastic Sheet Roofing Design Exterior Systems Insul. & Memb. Flashing 4500 Lyndale Avenue North 07600 Flashing & Sheet Metal Suite #240 07610 Preformed Metal Roof, Minneapolis, MN 55412 Fascia & Soffit System 07820 Unit Skylights 07900 Sealants Daylight Designs 7530 Superior Terrace P.O. Box 443027 Eden Praire, MN 55344 Droel's Caulking 1937 Woodlane Drive P.O. Box 25094 Woodbury, MN 55125 08110 Hollow Metal 08700 Hardware Bredemus Hardware 1285 Sylvan Street Saint Paul, MN 55117 TELEPHONE 891 -2159 No Fax 934 -8150 No Fax 753 -4184 Fax /753 -4121 CONTACT Tom John Ron 421 -2503 Paul Fax /421 -2527 535 -7827 Bob Schmidt Fax /535 -5526 521 -1374 Gerry Fax /521 -2082 949 -0525 Bill Fax /949 -0527 731 -8661 Darrel Fax /731- 8661 -5* 489 -6250 Dick S. Fax /489 -5502 08400 Alum Ent. & Storefront Brin Northwestern Glass 529 -9671 Charlie 08520 Aluminum Windows 2300 North Second Street Fax /529 -9670 08800 Glass & Glazing Minneapolis, MN 55411 10200 Aluminum Louvers SUB LIST - PAGE 2 NEW HOPE BATHHOUSE & EQUIPMENT BUILDING (G89 -08) DIVISION /SECTION CONTRACTOR TELEPHONE CONTACT 09300 Ceramic Tile Art Dale Associates 542 -3206 Armand 620 Mendelssohn Avenue North Fax /542 -1745 Golden Valley, MN 55427 09700 Special Flooring TMI Coatings 2805 Dodd Road Saint Paul, MN 55121 09900 Painting and Buffalo Painting Decorating 308B Brighton Avenue Buffalo, MN 55313 10160 Metal Toilet Partitions Specialty Sales Service 10500 Lockers (Penco) 2907 Lousiana Avenue North P.O. Box 27127 Minneapolis, MN 55427 10520 Fire Protection Bartley Sales 6509 Cambridge Street P.O. Box 26038 Minneapolis, MN 55426 10800 Toilet Accessories 15000 Mechanical Complete 16000 Electrical Complete Owner: City of New Hope 4401 Xylon Avenue North New Hope, MN 55428 Tel: 533 -1521 Fax: 536 -9104 Architect: Bernard Herman Architects 4825 Olson Memorial Highway Suite 230 Minneapolis, MN 55422 Mr. Bernard Herman, Architect Tel: 545 -1253 Fax: 545 -1254 Phil Hutchinson Company 8902 Wentworth Avenue South Minneapolis, MN 55420 Gilbert Mechanical 3012 Clinton Avenue South Minneapolis, MN 55408 Gephart Electric 3600 LaBore Road Saint Paul, MN 55110 Contractor: 452 -6100 Bruce Fax /452 -6100 1- 682 -3887 Cary No Fax 544 -1562 Mike Fax /544 -0764 929 -0001 Max Fax /929 -4733 881 -4611 Phil Fax /881 -3310 823 -9156 Fred Fax /823 -5014 484 -4900 John Fax /484 -2248 C.O. Field Company 2940 Harriet Avenue South Minneapolis, MN 55408 Tel: 824 -2631 Fax: 824 -0031 Kenneth M. Nordaune, President /P.M. COUNCIL Originating Department I Approved for Agenda I Agenda Section Consent City Manager A change order is necessary related to the parking lot construction. Costs will be saved by completing at this time. Staff recommends approval. MOTION BY izL % SECOND BY � TO: Review: Administration: Finance: I♦ M — Ibq MW VOR IM RESOLUTION APPROVING CHANGE ORDER NO. 1 w= C.O. FIELD Co. FOR IMPROVEMENT PRQTECT 455, NEW HOPE CCMMU= CENTER SWIMMING POOL BATHHOUSE AND POOL BQUIR= BUILDING PARK DAFRCVEMEN`I`S IN E AMOUNT OF • WHEREAS, the City of New Hope authorized on November 20, 1989, Improvement Project No. 455, for the contractual stun of $455,900; and Wf-IEREAS, it has become necessary in expanding the site construction limits of this project twenty -five feet to the north, by approximately one hundred eighty feet long to avoid potential drainage problems, the following additional work is required: 1) Remove existing bituminous paving. 2) Move existing sewer line. 3) Furnish and install compacted granular fill (2.5' average depth). WHEREAS, C.O. Field Co. will provide all labor and equipment for the necessary work for $7,391. MOW, ZHER MRE, BE IT RESOLVED, that the City Council of the City of New Hope approves change order no. 1 to the contract with C.O. Field Co. in the amount of $7,391 as part of Improvement Project No. 455 which brings the total contract to $463,291. Adopted by the City Council of the City of New Hope, Hennepin County, Minnesota, this 8th day of January, 1990. r Mayor Attest: VIC/ City Clerk CHANGE ORDER AIA DOCUMENT G701 Distribution to: OWNER ❑ ARCHITECT ❑ CONTRACTOR ❑ FIELD ❑ OTHER ❑ PROJECT: New Hope Swimming Pool Bathhouse (name,address) and Equipment Building City of New Hope, Minnesota TO (Contractor): F C.O. FIELD COMPANY 2940 Harriet Avenue South Minneapolis, MN 5408 L CHANGE ORDER NUMBER: ONE INITIATION DATE: ARCHITECT'S PROJECT NO: CONTRACT FOR: General Construction (including Mechanical & Electrical) CONTRACT DATE: You are directed to make the following changes in this Contract: In consideration of expanding the site construction limits of this project twenty -five feet (25') to the north, by approximately one hundred eighty feet (180 long to avoid potential drainage problems, the following additional work is required: 1. Remove existing bituminous paving. 2. Move existing sewer line. 3. Furnish and install compacted granular fill (2.5' average depth). The additional cost is as follows: Material and Labor $6,600.00 Overhead and Profit (10 %) 660.00 7,260.00 Bond ($18/Thousand) 131.00 Total ADD $ 7,391.00 Not valid until signed by both the Owner and Architect. Signature of the Contractor indicates his agreement herewith, including any adjustment in the Contract Sum or Contract Time. The original (Contract Sum) was ........................... $ 455,900.00 Net change by previously authorized Change Orders .... ............................... $ 0 The (Contract Sum) (X(,XXNXtk - XkX*XrXX1kXCXkk prior to this Change Order was .......... $ 455,900.00 The (Contract Sum) 0MX"X *AXN X>XXiXjkXX XtXwill be (increased) (X*XXA*kXIXrXX XK by this Change Order .......................... ............................... $ 7,391.00 The new (Contract Sum) (KXXttkXj &AXX rXXXiXq(k)0 including this Change Order will be ... $ 463, 291 .00 The Contract Time will be %X)MX0 (XXOW0 (unchanged) by ( 0 ) Days. The Date of Substantial Completion as of the date of this Change Order therefore is April 15, 1990 COUNCIL 1014 OMS1*1 - I - Originating Department -0 Parks and Recreation Shari French M Approved for Agenda 3/26/90 Agenda Section Item No. 6.11 RESOLUTION APPROVING CHANGE ORDER #2 FOR IMPROVEMENT PROJECT NO 455 (NEW HOPE COMMUNITY CENTER SWIMMING POOL BATHHOUSE AND POOL EQUIPMENT BUILDING PARK IMPROVEMENTS) A change order is necessary related to the concession stand improvements discussed earlier with Council. The change order is for a new roof on the concession stand. Staff recommends approval. MOTION BY SECOND BY TO: ZqL�JL A-& Review: Administration: Finance: WRISM 4401 Xy/on Avenue North New Hope, Minnesota 55428 Phone: 533 -1521 March 29, 1990 C. 0. Field Corpa1y 2940 Harriet Avenue South Minneapolis, MN 55408 The New Hope City Council, at its meeting of March 26, 1990, approved change order #2 for Project 455 (New Hope Carrnnunity Center Swimning Pool Bathhouse and Pool Equipment Building Park Improvements). A fully executed copy of the change order is enclosed for your records. sincerely, � Valerie Leone City Clerk enc. cc: Bernard Herman Architects Family Styled City For Family Living CITY OF NEW HOPE RESOLUTION NO. 90 -62 RESOLUTION APPROVING CHANGE ORDER NO. 2 WITH C.O. FIELD CO. FOR IMPROVEMENT PROJECT 455, NEW HOPE COMMUNITY CENTER SWIMMING POOL BATHHOUSE AND POOL EQUIPMENT BUILDING PARK IMPROVEMENTS IN THE AMOUNT OF $23,998 WHEREAS, the City of New Hope authorized on November 20, 1989, Improvement Project 455, for the contractual sum of $455,900; and WHEREAS, the City of New Hope added change order #1 on 1/8/90 in the amount of $7,391, bringing the total contract amount to $463,291; and WHEREAS, it was deemed necessary to re -roof the concession stand as a part of this project due to the age of the existing roof as change order #2 in the amount of $23,998. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of New Hope approves change order no. 2 to the contract with C.O. Field Co. in the amount of $23,998 as part of Improvement Project No. 455 which brings the total contract to $487,289.00. Adopted by the City Council of the City of New Hope, Hennepin County, Minnesota, this 26th day of March, 1990. Mayor L Attest: G , J. City Clerk CHANGE Distribution to: OR OWNER ❑ ARCHITECT ❑ AIA DOCUMENT G701 CONTRACTOR ❑ FIELD ❑ OTHER ❑ PROJECT: NEW HOPE BATHHOUSE & EQUIPMENT BLDG CHANGE ORDER NUMBER: TWO (name, address) 4301 XYLON AVENUE NORTH NEW HOPE, MINNESOTA INITIATION DATE: March 01 , 1990 TO (Contractor): ARCHITECT'S PROJECT NO: C.O. FIELD COMPANY CONTRACT FOR: General Construction 2940 Harriet Avenue South including Mechanical and Electrical L Minneapolis, MN 55408 CONTRACT DATE: November 21 1989 You are directed to make the following changes in this Contract: Reroofing and new roof construction for existing concession building to match new bathhouse. See attached breakdown ADD $23,998.00 Not valid until signed by both the Owner and Architect. Signature of the Contractor indicates his agreement herewith, including any adjustment in the Contract Sum or Contract Time. The original (Contract Surn) was ........................... $ 455,900.00 Net change by previously authorized Change Orders .... ............................... $ 7,391.00 The (Contract Sum) 0Q(MM0X0WXtX�X>dDCt IXX9I4X) prior to this Change Order was .......... $ 463,291.00 The (Contract Sum) X *XXe'cKX*XiXiWM% will be (increased) 0dX "XS*AXAXXXXf0) by this Change Order .......................... ............................... $ 23,998.00 The new (Contract Sum) KxN1)wxood (XXAXXrX9MX) including this Change Order will be ... $ 487,289 The Contract Time will be (mmo(dkx0dxmx*AX(unchanged) by ( 0 ) Days. The Date of Substantial Completion as of the date of this Change Order therefore is Apri 1 15, 1990 BERNARD HERMAN ARCHITECTS C.O. FIELD COMPANY Authorized: CITY OF NEW HOPE ° CONTRPJJQ2 Harriet Avenue Sou Xylon Avenue North Address G�4U Address Mij�-neaq�e -li$MN 55408 Ne I ope, MN 55428 DATE BY ` S1 1- / DATE G701 — 11 978 AIA DOCUMENT G701 CHANGE ORDER APRIL 1978 EDITION AIAO I © 1978 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, D.C. 20006 //q 1� 4 6 COUNCIL A change order is necessary related to the bathhouse project. Eighteen items are detailed on the change order. Staff recommends approval. W*, � " Review: SECOND BY Administration: Finance: CITY OF NEW HOPE RESOLUTION NO. 90 -102 RESOLUTION APPROVING CHANGE ORDER NO. 3 WITH C.O. FIELD FOR IMPROVEMENT PROJECT 455, NEW HOPE COMMUNITY CENTER SWIMMING POOL BATHHOUSE AND POOL EQUIPMENT BUILDING PARK IMPROVEMENTS IN THE AMOUNT OF $21,961.00 WHEREAS, the City of New Hope authorized on November 20, 1989, Improvement Project 455, for the contractual sum of $455,900; and WHEREAS, the City of New Hope added change order #1 on 1/8/90 in the amount of $7,391, and change order #2 on 3/26/90 in the amount of $23,998, bringing the total contract amount to $487,289.00; and WHEREAS, the eighteen items detailed on the change order were deemed necessary to complete the project in the best possible manner, totaling $21,961.00. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of New Hope approves change order no. 3 to the contract with C.O. Field Co. in the amount of $21,961.00 as part of Improvement Project No. 455 which brings the total contract to $509,250.00. Adopted by the City Council of the City of New Hope, Hennepin County, Minnesota, this 14th day of May, 1990. Mayor Attest: City Clerk C HANGE Distribution to: OR DER OWNER ❑ ARCHITECT ( 405.00) AIA DOCUMENT G701 CONTRACTOR ❑ FIELD ❑ OTHER ❑ PROJECT: NEW HOPE BATHHOUSE & EQUIPMENT BLDG (name, address) 4301 XYLON AVENUE NORTH NEW HOPE, MINNESOTA TO (Contractor): C.O. FIELD COMPANY 2940 Harriet Avenue South Minneapolis, MN 55408 L CHANGE ORDER NUMBER: THREE INITIATION DATE: April 30 1990 ARCHITECT'S PROJECT NO: CONTRACT FOR: General Construction including Mechanical & Electrical ._._J CONTRACT DATE: November 21 1989 You are directed to make the following changes in this Contract: 1. Omit special floor, Rooms 109, 110, 111, 112, 113. (1,100.00) 2. Credit aluminum - bronze to clear finish. ( 405.00) 3. Add ceramic tile base at all shower and dressing areas. 3,069.00 4. Add grab bars at handicap shower areas. 160.00 5. Add aluminum sliding window at Manager to Employees area. 626.00 6. Truss modification at Equipment Room. (Add) 795.00 7. Add quarry the and base at Concession building. 2,867.00 8. Reroute deck drains and water pipe. (Add) 4,625.00 9. Add gas piping from Equipment bldg to Concession bldg. 2,672.00 10. Add sloped topping outside Door E100B to swimming pool deck. 329.00 11. Add chlorine alarm circuit at Equipment building. 292.00 12. Add two louvers at Equipment building. 710.00 13. Furnish and install hose bibb at chlorine room. 754.00 14. Paint three (3) end trusses at each end of Equipment bldg. (Add) 437.00 15. Add 6" concrete drive at east end of Equipment building. 663.00 16. Electrical service revision. (Add) 3,478.00 17. Chain link revisions. (Add) 1,713.00 18. Add ceramic tile base at girls Basket room. 276.00 Total Add $ 21,961.00 Not valid until signed by both the Owner and Architect. Signature of the Contractor indicates his agreement herewith, including any adjustment in the Contract Sum or Contract Time. The original (Contract Sum) was ........................... $ 455,900.00 Net change by previously authorized Change Orders .... ............................... $ 31,389.00 The (Contract Sum) 4r 'fi�4�S>?Gr`k�4rXTX24$�t�Cprior to this Change Order was .......... $ 487,289.00 The (Contract Sum) will be (increased) ktexxxx-- *X0*d0 (tXME°XIX by this Change Order .......................... ............................... $ 21 ,961.00 The new (Contract Sum) including this Change Order will be ... $ 509, 250.00 The Contract Time will be (increased) 4&xoeX9 KXixwbxxXed� by ( 21 ) Days. The Date of Substantial Completion as of the date of this Change Order therefore is May 21, 1990 BERNARD HERMAN ARCHITECTS C.O. FIELD COMPANY c 24W ( Wa rriet Ave_ nue South Address BY DATE Authorized: CITY OF NEW HOPE O W1 Xylon Avenue North Address New Hope, MN 55428 BY DATE - 5 G> AIA DOCUMENT G701 CHANGE ORDER APRIL 1978 EDITION I AIA('� . C 1978 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGION, D.C. 20006 6701 — 1978 4401 Xylon Avenue North New Hope, Minnesota 55428 Phone: 533 -1521 May 17, 1990 Fi eld • . 940 Harriet Avenue So Minn eapolis , i 55408 SUBIECT: CHANGE ORDER #3 - IMPROVEMENT PROTECT 455 NEW HOPE C0VZjD= CENTER SWIDOM4G POOL BATHHOUSE AND POOL BQUUI BUIL PARK IMPROVEME Enclosed - two fully executed c• • - of above-referenced M • - i • - • • records. • - - • �• • • - •• • your bonding �• • c . If you have any questions, please contact me. Sincerely, 4 z�� Valerie Leone City Clerk enc. cc: City Engineer Bernard HPxman Architects Family Styled City For Family living COUNCIL 11 0 -.- 0 Originating Department Approved for Agenda Agenda Section Parks and Recreation 8/27/90 Consent Item No. By: Shari French By 1 6.6 RESOLUTION APPROVING CHANGE ORDER #4 FOR IMPROVEMENT PROJECT NO. 455 (NEW HOPE COMMUNITY CENTER SWIMMING POOL BATHHOUSE AND POOL EQUIPMENT BUILDING PARK IMPROVEMENTS) A change order is necessary related to the bathhouse project. This change order is for hold opens for six doors, and gutters for all three buildings. Staff recommends approval. TO - / 5-1 SECOND BY Wh WJILL� Review: Administration: Finance: CITY OF NEW HOPE RESOLUTION NO. 90 -158 RESOLUTION APPROVING CHANGE ORDER NO. 4 WITH C.O. FIELD FOR IMPROVEMENT PROJECT 455, NEW HOPE COMMUNITY CENTER SWIMMING POOL BATHHOUSE AND POOL EQUIPMENT BUILDING PARK IMPROVEMENTS IN THE AMOUNT OF $1,185.00 WHEREAS, the City of New Hope authorized on November 20, 1989, Improvement Project 455, for the contractual sum of $455,900; and WHEREAS, the City of New Hope added change order #1 on 1/8/90 in the amount of $7,391, and change order #2 on 3/26/90 in the amount of $23,998, and change order #3 on 5/14/90 in the amount of $21,961, bringing the total contract amount to $509,250.00; and WHEREAS, the two items of hold opens and gutters on the change order were deemed necessary to complete the project in the best possible manner, totaling $1,185.00. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of New Hope approves change order No. 4 to the contract with C. O. Field Co. in the amount of $1,185.00 as part of Improvement Project No. 455 which brings the total contract to $510,435. Adopted by the City Council of the City of New Hope, Hennepin County, Minnesota, this 27th day of August, 1990. , � "Z' , s e r Attest: City Clerk BERNARD HERMAN ARCHITECTS, INC. 4825 Olson yWemohu| Highway Ste. 230 MINNEAPOLIS, MINNESOTA 55422 (612) 545-1253 City of New Hope TO ............�� 4401 }h/lou Avenue North New Hope, YIN 55428 VVE ARE SENDING YOU X] Attached OUndarm*pmrateoovorvim - UGhopdoavvingu El Prints 11 Plans O Copy ofletter O Change order O ___- COPIES DATE NO. O For your use O Approved aunoted DESCRIPTION U Returned for corrections O For review and comment [] O FOR BIDS DUE 19____ 3 Change Order #4 THESE ARE TRANSMITTED ao checked below: O For approval [] Approved aasubmitted O For your use O Approved aunoted OAarequested U Returned for corrections O For review and comment [] O FOR BIDS DUE 19____ REMARKS Dan, if you have any gmaatioua please ooII. If not, please sign all three copies, retain one for your files and send one copy to the contractor and the architect. COPY TO PRODUCT 239-2�Are Inc, GrWn, Mass 01471 To Order PHONETOLL FREE 1-800-225W80 El Resubmit for approva USubmit------'copioofor distribution O Raturn_____-ooneutod prints Bernard Herman, AZA ,,_^=~� ��— x enclosures are not as noted, kindl notif us",once. DATE � JOB No. August 3, 1990 ATTENTION nr. Dan Donahue- Swimming Pool Bathhouse & Equipment Building OS Mail the following items: L]Samples El Specifications 4401 Xyton Avenue North New Hope, Minnesota 55428 Phone: 533 -1521 August 30, 1990 C. O. - Conpa •4r Harriet Avenue i 40: BUIL SUBJECT: CUANGE ORDER #4 - IMPROVEMENT PROJECr 455 NEW HOPE C1OWJNITY MT= SWDIvD2�G POOL BAMMSE AND POOL EQUIPMU PARK I Enclosed - two fully executed •• - of - above Change Order fo y our - c• • Please forward • - copy to your bondmig caqpa If you have any questions, please contact me. Sincerely, Valerie Leone City Clerk cc: City Engineer Bernard Herman Architects Family Styled City For Family Living CHANGE ORDER AtA DOCUMENT G701 PROJECT: NEW HOPE BATHHOUSE & EQUIPMENT BLDG CHANGE ORDER NUMBER: FOUR (name, address) 4301 XYLON AVENUE NORTH NEW HOPE, MINNESOTA INITIATION DATE: July 25 1990 TO (Contractor): ARCHITECT'S PROJECT NO: C.O. FIELD COMPANY CONTRACT FOR: General Construction 2940 Harriet Avenue South including Mechanical & Electrical � Minneapolis, MN 55408 t� I CONTRACT DATE: November 21, 1989 You are directed to make the following changes in this Contract: 1. Add hold opens at Door Nos. 100A, 100B, 106, 108, 114, and 116; $ 558.00 2. Add gutters per Architect's Drawing at Equipment Building, Bathhouse, and Concession Buildings; 627-no Not valid until signed by both the Ors ner and Architect. Signature of the C ontraclor indicates his agreenlent hc•rMN -1111, including any adjusunent in the Contract Sum or Contract Tinw. DISlribUtlOn to OWNER ❑ ARCHITECT ❑ CONTRACTOR ❑ FIELD ❑ OTHER ❑ Total Add $ 1,185.00 ,�; ��x� Tl;e original iC_C>niraCi � ;�in4aa iiY\cti�rnUkll�V'\`x�4h>./ 4'tid5 ` 40• 00.00 Net change by previously authorized Change Orders .... ............................... $ 53,350.00 The (Contract Sum) KXXXX prior to this Change Order was .......... $ 509,250.00 The (Contract Sum) ((XXa - xx xotK.XXixtXtKX - XXXXX will be ( increased) Q xxrKxxxXxX by this Change Order .......................... ............................... $ 1,185.00 The new (Contract Sum) including this Change Order will be ... $ 510 ,435.00 The Contract Time will be (increased) 0dxXrXXx-dXXo00kXr040) by time as required to complete( ) Days. The Date of Substantial Completion as of the date of this Change Order therefore is BERNARD HERMAN ARCHITECTS C.O. F IELD COMPANY Authorized: CITY OF NEW HOPE ( 94 ( 4 arriet Avenue South J4�b�'J Xylon Avenue North Address Address RY DATE DATE AIA DOCUMENT 0701 CHANGE ORDER APRII "1978 ED111ON AI;A "` c" 1978 THE AMERICAN INSTITUTE Or ARCHITECTS, 173:, NIAV YORK AVE., N.14., WAYIIX(GTON, D.( 20006 G701 —1978 COUNCIL • 0 1 • Originating Department I Approved for Agenda I Agenda Section City Manager McDonald I By: 7 -27 -92 Item No. 6.12 RESOLUTION AUTHORIZING CITY MANAGER AND MAYOR TO EXECUTE SETTLEMENT AGREEMENT RELATING TO RETAINAGE CLAIM OF GENERAL CONTRACTOR ON BATHHOUSE PROJECT CONTRACT (IMPROVEMENT NO. ;455) Per the enclosed letter from the City Attorney, the City has reached a settlement agreement regarding the retainage claim of the general contractor on the Bathhouse Project Contract (Improvement No. 455). The agreement states that the City will keep the $5,000 being held as a retainage fee and receive a 5 -year guarantee from the subcontractor on the moisture problems in the building walls. Staff recommends approval of a motion authorizing execution of the agreement. IMOTION BY +.� SECO Review: Administration: Finance: RESOLUTION NO. 92 RESOLUTION DIRECTING AND AUTHORIZING MAYOR AND CITY MANAGER TO EXECUTE SETTLEMENT AGREEMENT WITH C.O. FIELD AMD TMI ON BATHHOUSE RETAINAGE CLAIM (PROJECT NO. 455) BE IT RESOLVED by the C i t y Council of the C i t y of New Hope as follows: 1. That the Mayor and City Manager are hereby authorized and directed to execute the Settlement Agreement with C.O. Field and TMI, Inc. upon the terms and conditions stated in said Agreement. Dated the 27th day of July, 1992. ,.- Edw. J Erickson, Mayor Attest: Valerie Leone, City Clerk CORRICK LAW OFFICES, PA. WILLIAM J. CORRICK STEVEN A. SONDRALL, PA. STEVEN A.SONDRALL MICHAEL R. LAFLEUR MARTIN P. MALECHA WILLIAM C. STRAIT July 16, 1992 CORMCK & SONDRALL A PARTNERSHIP OF PROFESSIONAL CORPORATIONS LAWYERS Edinburgh Executive Office Plaza. 8525 Edinbrook Crossing Suite #203 Brooklyn Park, Minnesota 55443 TELEPHONE (612) 426.5671 FAX (612) 425 -5867 Daniel J. Donahue City Manager City of New Hope 4401 Xylon Avenue North New Hope, MN 55428 LE" AS"TANTS LAVONNE E. KESKE SHARON D.OERSY RE: Bathhouse Retainage Claim /C.O. Field Company Our File No. 99.11093 Dear Dan: Please find enclosed a Settlement Agreement in connection with the claim for retainage that C.O. Field has made to the City in Q connection with its construction of the bathhouse and equipment building. Basically, C.O. Field is owed a little over $5,000 in retainage on its contract with the City to construct the bathhouse. There have been a number of construction problems related to the bathhouse. Specifically, the major item deals with the installation of a seamless floor throughout the bathhouse. Please find enclosed correspondence which explains the construction problems we encountered on this project. In short, we are keeping all of the General Contractor's retainage in consideration for execution of the enclosed release. By executing the release, we will be relieving the General Contractor of any responsibility for any construction defects that may be discovered at a later date. The City Staff and myself are recommending entering into this release. We are into the second season with the new bathhouse and equipment building. Staff has not discovered or encountered any new problems. Further, the City Engineer has reviewed the flooring issue and concluded that there is not a problem with the concrete Mr. Daniel J. Donahue July 16, 1992 Page 2 subfloor of the bathhouse building. Also, our architect has examined the b u i l d i n g and has not found any problems other than those indicated in the enclosed information. As a result, a motion by the Council directing you to enter into the Settlement Agreement is the appropriate action in this matter and should be considered at the July 27th Council meeting. Please contact me if you have any questions. Very truly yours, ORIGINAL SIGNED BY STEVEN A SONDRALL Steven A. Sondrall s1t2 Enclosure cc: Kirk McDonald (w /enc ;� " -�� F� Shari French (w /enc) Bernard Herman (w /enc) Mark Hanson (w /enc) BERNARD HERMAN ARCHITECTS, INC. November 20, 1991 City of New Hope 4401 Xylon Ave. N. New Hope, MN. 55428 Attn :' Mr. Dan Donahue City Manager Re: Swimming Pool Bathhouse & Equipment Building Dear Dan: + The purpose of this letter is to recommend that the City of New Hope attach the contractor's retainage for this project and use those funds to complete or correct the unfinished construction work. During the past year we have written several letters and memorandums to the contractor reminding him of those items not satisfactorily completed. A few of those items have been corrected in recent months but others have not. A letter response L'rom C.O. Field, dated November 6, 1991, makes it clear to us that they do not intend to correct the following items: Bathhouse: 1. Repair or replace seamless flooring to remove embedded foot prints in the cashier area. 2. Repair or replace seamless flooring in Women's Toilet Room to remove black marks at toilet compartments. 3. Remove and replace cracked ceramic tile base in Men's Toilet Room. 4. Repair two cracks in seamless flooring at main entrance. It is unclear if those cracks are limited to the seamless flooring or may reflect cracking in the concrete slab. 5. _Exchange the 4' and 8' light fixtures in the Basket Room and Hallway, each side. 6. Paint repaired vertical mortar joint in concrete block south wall in Men's Locker. Room. 4825 Olson Memorial Highway, Suite 230 Minneapolis, Minnesota 55422 612- 545 -1253 November 20, 1991 City of New Hope Mr. Dan Donahue Page 2 Equipment Building: 7. Improve quality of repair of crack in concrete slab at double doors in south wall. 8. Caulk or seal around exterior light fixture on south wall, adjacent to double doors. 9. It is unknown if the cause of persistent dampness on the north half of the west wall has been corrected. The contractor claims that the brick has been sealed, and we are aware that some repair of glazing has been done to the upper wall. However, there is still evidence of dampness on portions of the wall. Therefore, we feel that appropriate procedures should be taken as soon as possible to have this work completed by another contractor. The amount of retainage is $5,000 all of which may be needed for fees that may be required and to do the above described work, particularly if all or a portion of the seamless flooring is replaced rather than repaired. Sincerely, TECT NIARD 11 Ar ARCHITECTS, INC. 'CT R �� Bernar I n. A BH/wl C . O . F I E L D C O M P ANY • G E N E R A L C O N T R A C T O R S 2940 H A R R I E T AVENUE • M I N N E A P O L I S , M I N N E S O T A 55408 • T E L E P H O N E : ( 6 1 2) 824-263 1 November 06, 1991 $ Mr. Bernard Herman��`� LTV Bernard Herman Architects 4825 Olson Memorial Highway Suite 230 Minneapolis, MN 55422 RE: CITY OF NEW HOPE BATHHOUSE AND EQUIPMENT BUILDING Dear Bernie: Regarding your letter September 03, 1991, and our telephone conversations subsequent to that, the following has been received from subcontractors involved. Item #1. Lockers, Specialty Sales Service, letter dated September 19, 1991, enclosed. Item #2. Painting subcontractor sent a man to do work and assume it is done. Item #3. TMI Coatings fax message enclosed. As discussed before, they were not able to perform work when scheduled, and came to jobsite late. It was their responsibility to barricade and protect their work, and they refuse to accept that responsibility. Item #4. Stains on seamless flooring were caused by hot concrete material brought up while drilling for toilet partition installation that was not complete when floor material was installed. Item #5. Light fixtures were installed per plan. Item #6. Glazing contractor has done corrective work. Brin fax letter enclosed. Item V. Cracked brick was found by C.O. Field Superintendent, Jim Geiger. Crack was caulked with clear silicone caulk at that time. Cutting out and replacement of brick would be more obvious than present condition (Kiffineyer letter attached). Item #8. We do not feel the seamless floor had anything to do with hairline cracking of ceramic tile, or of cracks in concrete floors that have appeared. We have talked with Kiffineyer (concrete sub) and an independent testing agency, and all are in agreement that a concrete slab, heated or unheated, will crack and move. It is unavoidable unless special concrete mixes are employed. In an unheated condition thermal stresses will continue to be experienced, although they will tend to use the same path after initial cracking. Removal and replacement of ceramic tile base would result in cracking again. During construction, the city building inspector requested cross - bracing at end trusses of the bathhouse, which we did. He made no mention of the equipment building. No bracing was called for on the drawings, and we feel at this time that bracing between aluminum window framing and end trusses would be extra work. Mr. Bernard Herman Bernard Herman Architects Page 2 November 06, 1991 I want to apologize for the time taken to respond to your letter. Our file was not complete waiting for Kiffineyer's response. Their letter is now attached. Please call if you wish to discuss the above. Very truly yours, C.O. FIELD COMPANY Kenneth M. Nordaune President KMN /kjn Enclosures BERNARD HERMAN ARCHITECTS, INC. September 3, 1991 C.O. Field Company 2940 Harriet Avenue Minneapolis, MN. 55408 Attn: Mr. Ken Norduane Re: City of New Hope Swimming Pool Bathhouse and Equipment Building Dear Ken: I I — If 9 As you know, the City of New Hope is retaining $5,000.00 for work not yet resolved or satisfactorily completed for this project. At the request of the City, we walked through the buildings last week to identify those items. They are as follows: 1. New lockers have been installed but there is still rust evident along the bottom frame. Was the base and frame also replaced? 2. The vertical crack in the concrete block wall between the Men's Locker Room and Toilet Room has been repaired but is not painted. 3. Foot prints in the seamless flooring in the Cashier Area have not been removed or repaired. 4. Dark "stains or discoloration" at posts of metal toilet partitions in Women's Toilet Room have not been removed or repaired. (These stains occurred only on half of the partitions that were installed after the seamless flooring was installed.) 5. Light fixtures in Basket Rooms and Hallway have not been switched. 6. There is still moisture evident on the interior of the following block walls in the Equipment building during rain storms: A. North half of the west wall. B. South wall, on east side of double doors. We believe the south wall moisture is attributable to the exterior light fixture which may not be adequately caulked. In our attempt to identify the problem on the west wall we made a careful inspection of the exterior aluminum frame window glazing and found three items any of which may be a factor: 4825 Olson Memorial Hiahway .Suite230 Minneapolis, Minnesota 55422 612 -545 -1253 September 3, 1991 Mr. Ken Norduane Page 2 A. The vinyl glazing strip on the horizontal sill frame, at the north end, is 1/2" short of the corner resulting in a "hole" which would allow rain to enter the sill frame. B. There are two bulges in the vinyl glazing strip on the northerly most horizontal muntin between glass and aluminum panel. C. There is a loose vinyl glazing gasket on the center portion of the head frame at the high point of the window frame on the west wall. NOTE: The City Building Inspector inspected the building after the rain has stopped and noted that water was leaking out the dill frame, at the northerly most mullion, and was dripping down the brick wall. 7. One brick on the west wall of the Equipment building, approximately 4' south of the northwest corner, was cut in half, possibly by a saw during tuckpointing. Please inspect and clarify. 8. There is more cracks in the ceramic tile base on the east wall of the Men's Locker Room /Toilet Room, and Drying Area east of the Shower Room. As you know, this has been caused by the seamless flooring installed over the edge of the coved tile. All cracked tiles should be replaced. In addition, two cracks have opened up in the floor of the Bathhouse across the main entry area in line with the east and west masonry walls. We are unsure if these cracks are attributable to a settlement crack in the concrete slab or the seamless flooring. Please look at this condition and let us know. Finally, the City Building Inspector noted that there is no bracing between the aluminum window framing and the end truss at the east and west walls of the Equipment Building. He is requesting that some form of bracing be installed. It is necessary that you let us kipow, in writing, how you intend to respond to these items and when they will be completed. Please let us hear from you as soon as possible. Sincerely, W HE A ARCHITECTS, INC. an, A cc: Ms. Shari French - City of New Hope BH /wl H Ij I :H : Z 4 F F= C S A L- E :E; M F=- I 2907 LOUISIANA AVENUE NORTH P O. BOX 27127 � III 1111 MINNEAPOLIS, MINNESOTA 55427 612-544-1562 19 September 1991 0 C.O. Field Company 2940 Harriet Ave. Minneapolis, MN 55408 Attn: Ken NQrdaune Re: New Hope Pool Bathhouse Dear Ken, In regards to Item #1 on your Transmittal dated September 3, 1991, the entire Locker Grouping was replaced this past May. As discussed last fall, this problem will be present until the moisture and humidity levels are lowered in the Locker Room. The new Lockers were also finished with an extra coat of paint. Sincerely, Michael B. Meland XBM/j b 2805 Dodd Road - St. Paul, Minnesota 55121 USA • (612) 452 -6100 • FAX (612) 452.0598 PUR W-QM FA7��gD SEPTEMBER 4, 1991 Ltd DATE # PAG S � FAX # TO, September 16, 1991 FROM:, _._. (CON I CT US IF ALL PAGES NOT RECEIVED) C, 0. Field Company Attn: Ken Nordaune, President 2940 Harriet Avenue Minneapolis, MN 55408 (612) 824 -2631 (612) 824 -0031 (fax) Re: City of New Hope Bathhouse TMI Job No. 89 -629 FOOTPRINTS Dear Ken: TMI is in receipt of Bernard Herman Architects, Inc. letter dated September 3, 1991, , Regarding Item No. 3 "foot prints in the seamless flooring in the Cashier Area have not been removed or repaired ". Please refer to TMI's letter dated March 13, 1991 where TMI stated "it is not TMI's responsibility to protect the floor from others. The general contractor has to assume this responsibility because he is coordinating and directing the other construction trades at this project. I can absolutely confirm positively that TMI workmen did not make the footprints in the wet floor coating ". TMI's position has not changed regarding the footprints. Sincerely, TMI COATINGS, INC. lyze-o & J es D. Imre k q General Manager ka-896291 bs KIFFMEYER, INC. 10133 Abbott Ave. N. Minneapolis, MN 55443 6 Ncv. 1991 C. C. Ficid Cc. 2940 'Harriet Ave. Mpis. , Mn. 55400 Attn : Ken Iii. rdai)ne Rc: City of New Hope Swimming Puo' & Bathc.use Bldg. Dear Ken, I am writing in regards to Bernard Hermans letter of September 3 1 1991. The one brick can the west wall of the equipment building with the crack has been sealed with c ear silicone ©ealant. As an added precaution, the wart wall was waterproofed with prime —a —pel again. I have to say that this wc:rk was d ne in September, not November as this letter is written with my apoingy. We were notif i cd that written re,pcnse was required. I hope this informatic:n is f: rwarded to Bernard Hermans offi.oe so he can sce C.O. Field is not responsible for this delay. Sincerely, Ronald Patten Vice Pre, Kiffineyer, Inc. 8240031 P.01 n 2300 NORTH SECOND STREET • MINNEAPOLIS, MN 55411 • PHONE M121 529.9671 DATE e 9 4 J ' I l (612) 529 -9670 COMMENTS; C7 u PHONE # (612) 529 -9671 FAX - CONTRACT /SALES # ( 612) 529 -.9394 FAX - CUSTOMER SERVICE & PURCHASING V IF YOU HAVE ANY TROUBLE RECEIYIN6, PLEASE CALL US AT (612) 529 -9671 UMBER OF PAGES SENT, INCLUDING THE COYER SHEET CORRICK LAW OFFICES, PA. WILLIAM J. CORRICK STEVEN A. SONDRALL, P.A. STEVEN A.SONDRALL MICHAEL R. LAFLEUR MARTIN P. MALECHA WILLIAM C. STRAIT August 26, 1992 Shari French Park & Rec Director City of New Hope 4401 Xylon Avenue North New Hope, MN 55428 COFZMCK & SONDRALL A PARTNERSHIP OF PROFESSIONAL CORPORATIONS LAWYERS Edinburgh Executive Office Plaza 8525 Edinbrook Crossing Suite #203 Brooklyn Park, Minnesota 55443 TELEPHONE (612) 425-5671 FAX (612) 425-5667 P-- ir RE: Settlement Agreement/Bathhouse Retainage Claim Our File No: 99.11093 LEGAL ASSISTANTS LAVONNE E. KESKE SHARON D.DERSY P1 ease find enclosed a copy of a fully executed Settlement Agreement - in connec-t C.O. Field's retainage claim for the Bathouse Project Contact me if you have further questions regarding this matter. Very truly yours, UtoWi�AL SIUNED UY $TEVEN A SONDRALL Steven A. Sondrall s1w Enclosure cc: Daniel J. Donahue, City Valerie Leone, City Clerk< THIS ( FOR SETTLEMENT AGREEMENT This Settlement Agreement is entered into on July3L 1992, between the City of New Hope ( "the City "), C.O. Field Company ( "C.O. Field ") and TMI Coatings ( "TMI"). WHEREAS, C.O. Field entered into a contract with the City on November 21, 1989, to construct a swimming pool bathhouse and equipment building at Civic Center Park, City of New Hope ( "the Project "); and, WHEREAS, C.O. Field entered into a subcontract with TMI on November 21, 1989, to install certain epoxy flooring on the Project; and WHEREAS, C.O. Field and TMI claim that they have completed their work in accordance with their contracts and the City claims that certain portions of C.O. Field's and TMI's work is defective or incomplete; and WHEREAS, the City, C.O. Field and TMI desire to settle and compromise their disputes on the Project. THEREFORE, for good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the parties hereto agree as follows: 1. The City, C.O. Field and TMI. do hereby jointly and severally release and forever discharge each other, and their respective officers, directors, employees, agents, insurers, sureties, successors and assigns from all manner and types of actions, causes of actions, claims, interest, claims for payment, retention, attorneys' fees, demands, damages or liability of whatever kind or nature arising out of the construction of the Project, whether or not those actions, causes of action, claims, interest, attorneys' fees, demands, damages or liabilities now exist or arise in the future, including, without limitation, all claims concerning the completion of punchlist items on the Project and any and all claims concerning defects in the epoxy flooring installed by TMI; it being expressly understood and agreed that, except as provided in paragraph 2 below, this release extends to all of the claims of the City, C.O. Field or TMI, regardless of whether those claims are liquidated or unliquidated, past or future, or prove to be more extensive than currently anticipated or understood by the parties hereto. 2. This release does not extend to any claim by the City against Kiffineyer, Inc. ( "Kiffineyer ") on the guarantee given by Kiffineyer concerning the west brick wall as set forth on the attached Exhibit A. As additional consideration for the release given to C.O. Field, C.O. Field does hereby assign and transfer to the City all right, title and interest C.O. Field has in the attached guarantee from Kiffineyer and agrees that the City may prosecute in its own name any claim that it has or may have in the future against Kiffineyer arising out of said guarantee. 3. It is expressly understood and agreed that this settlement is made as a compromise of the parties' claims and that the consideration paid for this release is not to be construed as an admission of any liability whatsoever by or on behalf of the parties, by whom liability is expressly denied. 4. The parties hereto agree that in giving this release that they are relying on their own judgment, belief and knowledge, as to all phases of their claims and that they are not relying on representations or statements made by any of the parties released hereby or by anyone representing them. - 2 - 5. This release is to be construed in accordance with the laws of the State of Minnesota and shall inure to the benefit of and shall be binding upon the successors and assigns of the parties hereto. CITY OF NEW HOPE � s By 1 Its_ C.O. FIELD COMPANY By Its TMI COATINGS By i -V� It / / "7 1 - 3 - . MON 21:53 KIFFMLYEH INC. FAX M. 1534121 V. U Brooklyn Park, Minnesota 55443 (612) 753-4184 FACSIMILE COVER ST4F-F.T DATE: TO: p- 0't u d'j E The following pages (including the cover sheet) Were sent from: rt2 0 t' ! �4 T - 7 at (phone number): MESSAGE; 9f 2 - 1 G. N D Q A L L Ci I T Q 'r W Ll- t t-J S ^r A '. -1.? ,� L S I V u L-je, c7 N U (2 Z V1c)t2..ie-- \x/tL-L- PyiocE a A S — (&Nl -ps PG "el�" T C- B P--1 r- K- \ w- 6 cz - \ v, &, c- z 0 /?- o c i A 0 5' eA �j -=,t, K. /, I q 9 2- z5: l t4- S- IJ F 41- 4- - r I - T - I S ?=4 c� rz �..., -- � ,C SK Cam' tai'/ EXHIBIT A Our fa+ I, number is (612) 753-4121 E' twin city testinc3 corg3oration 662 CROMWELL AVENUE ST PAUL, MN 55114 PHONE 612/645-3601 November 14, 1989 City of New Hope 4401 Xylon Avenue N New Hope, MN 55428 Attn: M. Jeannine Dunn, Community Development Coordinator Subj: Addendum to Geotechnical Report Proposed Bath House Civic Center Park New Hope, Minnesota #4220 90-599 Dear Ms. Dunn: Pursuant to our geotechnical engineering report for this project dated November 13, 1989 we have been advised by Bernard Herman Architects, Inc., that there have been several changes in the plan. The purpose of this addendum to our soil report is to discuss these changes and revise our recommendations accordingly. Mechanical Room We understand that the mechanical room will not be within the bath house structure. Furthermore it will no longer be at basement level. The mechanical room, as presently planned, will be an at grade structure directly adjacent to the existing mechanical room for the swimming pool. In fact, the north wall of the existing mechanical room will be the south wall of the new mechanical room. These will be joined by a new stairway from grade level down to existing mechanical room floor level. Our boring #3 is located in the area of the proposed mechanical room. At this location, no, organic soils were found. There is a 4 thick covering of what appears to be uncompacted fill, underlain by a 4 thickness of soft lean clay having a standard penetration test value of only 4 blows per foot. Thus competent load-bearing soil occurs at 8 depth below grade, or approximately elevation 907 We understand that the north and south walls of the new mechanical room will be load-bearing. Furthermore the south wall of the new mechanical room will be supported directly on the north wall of the existing mechanical room. AN EQUAL OPPORTUNITY EMPLOYER City of New Hope November 14, 1989 Page Three With this degree of settlement, it may be necessary to do some masonry crack repair and tuckpointing prior to opening up the building for ue. All other recommendations of our original geotechnical report, regarding fill placement and compaction, and design footing bearing pressure, still apply. Ground Supported Floor Slab Our original soil report recommended stiffener ribs under this slab. These could be eliminated if there are frequent control and construction joints in the slab, to create small panels that will not crack internally. It is still recommended that the uppermost 3 1/2 of fill under the slab should be a sand material containing less than 10% passing the #200 sieve, to minimize frost heave effects. Draintile Since the bath house and the new mechanical room will both be on- grade structures with no basements, there is no need for draintile. Concluding Comments All recommendations for our original report which were not specifically revised by this addendum would still apply. We trust that this provides the additional information you requested. If you have any further questions, call me at 641- 9389. Very truly yours, TWIN CITY TESTING CORPORATION Mervyn Mi ess, P.E. Principal Geotechnical Engineer MM/maa Proofread by: effery K. Voyen, P.E. REPORT ON SUBSURFACE EXPLORATION PROPOSED BATH ROUSE CIVIC CENTER PARR XYLON AVENUE N NEW HOPE, MINNESOTA #4220 90 -599 November 13, 1989 City of New Hope 4401 Xylon Avenue N New Hope, MN 55428 Attn: Ms. Jeannine Dunn, Community Development Coordinator Subj: Subsurface Exploration Proposed Bath House Civic Center Park Xylon Avenue N New Hope, Minnesota #4220 90-599 Dear Ms. Dunn: Twin City Testing Corporation is pleased to submit the results of our subsurface exploration and associated engineering review for this project. Submittal of this report concludes our scope of work as defined in our October 17, 1989 proposal letter. About 50% of the soil samples will be held at our office for one month, after which they will be discarded unless we are otherwise notified. We appreciate the opportunity of being able to work with you on this project. If there are any questions about our data or our recommendations, please contact me at 641-9389. Coordination of our field services during the construction phase of this project could be directed through me, or through Mr. Michael McCarthy at 641-9391. very truly yours, TWIN CITY TESTING CORPORATION Mervyn kndess, P.E. Principal Geotechnical Engineer MM/maa Encl. pc 1- Bernard Herman Architects, Inc. A member of the ET group of companies ABOUT YOUR GEOTECHNICAL ENGINEERING REPORT More construction problems are caused by site subsur- face conditions than any other factor. As troublesome as subsurface problems can be, their frequency and extent have been lessened considerably in recent years, due in large measure to programs and publications of ASFE/ The Association of Engineering Firms Practicing in the Geosciences. The following suggestions and observations are offered to help you reduce the geotechnical- related delays, cost - overruns and other costly headaches that can occur during a construction project. A GEOTECHNICAL ENGINEERING REPORT IS BASED ON A UNIQUE SET OF PROJECT-SPECIFIC FACTORS A geotechnical engineering report is based on a subsur- face exploration plan designed to incorporate a unique set of project- specific factors. These typically include: the general nature of the structure involved, its size and configuration, the location of the structure on the site and its orientation, physical concomitants such as access roads, parking lots, and underground utilities, and the level of additional risk which the client assumed by virtue of limitations imposed upon the exploratory program To help avoid costly problems. consult the geotechnical engineer to determine how any factors w hick change subsequent to the date of the report may aftect its recommendations. Unless your consulting geotechnical engineer indicates otherwise, your geotechnical engineering report should not be used • When the nature of the proposed structure is changed, for example, if an office building will be erected instead of a parking garage, or if a refriger- ated warehouse will be built instead of an unre- frigerated one; • when the size or configuration of the proposed structure is altered; • when the location or orientation of the proposed structure is modified; • when there is a change of ownership, or • for application to an adjacent site. Geotechnical engineers cannot accept responsibility for problems which may develop if they are not consulted after factors consid- ered in their report's development have changed. MOST GEOTECHNICAL "FINDINGS" ARE PROFESSIONAL ESTIMATES Site exploration identifies actual subsurface conditions only at those points where samples are taken, when they are taken. Data derived through sampling and sub- sequent laboratory testing are extrapolated by geo- technical engineers who then render an opinion about overall subsurface conditions, their likely reaction to proposed construction activity, and appropriate founda- tion design. Even under optimal circumstances actual conditions may differ from those inferred to exist, because no geotechnical engineer, no matter how qualified, and no subsurface exploration program. no matter how comprehensive, can reveal what is hidden by earth, rock and time. The actual interface between mate- rials may be far more gradual or abrupt than a report indicates. Actual conditions in areas not sampled may differ from predictions. Nothing can be done to prevent the unanticipated, but steps can be taken to help minimize their impact. For this reason, most experienced owners retain their geotechnical consultants through the construction stage, to iden- tify variances, conduct additional tests which may be needed, and to recommend solutions to problems encountered on site. SUBSURFACE CONDITIONS CAN CHANGE Subsurface conditions may be modified by constantly - changing natural forces Because a geotechnical engi- neering report is based on conditions which existed at the time of subsurface exploration. construction decisions shoed not he hascd on a geotechnical engineering report whose adcquacu mou have been affected by time. Speak with the geo- technical consultant to learn if additional tests are advisable before construction starts. Construction operations at or adjacent to the site and natural events such as floods, earthquakes or ground- water fluctuations may also affect subsurface conditions and, thus. the continuing adequacy of a geotechnical report. The geotechnical engineer should be kept apprised of any such events, and should be consulted to determine if additional tests are necessary GEOTECHNICAL SERVICES ARE PERFORMED FOR SPECIFIC PURPOSES AND PERSONS Geotechnical engineers' reports are prepared to meet the specific needs of specific individuals. A report pre- pared for a consulting civil engineer may not be ade- quate for a construction contractor, or even some other consulting civil engineer. Unless indicated otherwise, this report was prepared expressly for the client involved and expressly for purposes indicated by the client. Use by any other persons for any purpose, or by the client for a different purpose, may result in problems. No indi- vidual other than the client should apply this report for its intended purpose without first conferring with the geotechnical engineer. No person should apply this report for any purpose other than that originally contemplated without first conferring with the geotechnical engineer. A GEOTECHNICAL ENGINEERING REPORT IS SUBJECT TO MISINTERPRETATION Costly problems can occur when other design profes- sionals develop their plans based on misinterpretations of a geotechnical engineering report. 1b help avoid these problems, the geotechnical engineer should be retained to work with other appropriate design profes- sionals to explain relevant geotechnical findings and to review the adequacy of their plans and specifications relative to geotechnical issues. BORING LOGS SHOULD NOT BE SEPARATED FROM THE ENGINEERING REPORT Final boring logs are developed by geotechnical engi- neers based upon their interpretation of field logs (assembled by site personnel) and laboratory evaluation of field samples. Only final boring logs customarily are included in geotechnical engineering reports. These logs should not under any circumstances be redrawn for inclusion in architectural or other design drawings, because drafters may commit errors or omissions in the transfer process. Although photographic reproduction eliminates this problem, it does nothing to minimize the possibility of contractors misinterpreting the logs during bid prepara- tion. When this occurs, delays, disputes and unantici- pated costs are the all- too - frequent result. To minimize the likelihood of boring log misinterpreta- tion, give contractors ready access to the complete geotechnical engineering report prepared or authorized for their use. Those who do not provide such access may proceed un- der the mistaken impression that simply disclaiming re- sponsibility for the accuracy of subsurface information always insulates them from attendant liability Providing the best available information to contractors helps pre- vent costly construction problems and the adversarial attitudes which aggravate them to disproportionate scale. READ RESPONSIBILITY CLAUSES CLOSELY Because geotechnical engineering is based extensively on judgment and opinion, it is far less exact than other design disciplines. This situation has resulted in wholly unwarranted claims being lodged against geotechnical consultants. To help prevent this problem, geotechnical engineers have developed model clauses for use in writ- ten transmittals. These are not exculpatory clauses designed to foist geotechnical engineers' liabilities onto someone else. Rather, they are definitive clauses which identify where geotechnical engineers' responsibilities begin and end. Their use helps all parties involved rec- ognize their individual responsibilities and take appro- priate action. Some of these definitive clauses are likely to appear in your geotechnical engineering report, and you are encouraged to read them closely. Your geo- technical engineer will be pleased to give full and frank answers to your questions. OTHER STEPS YOU CAN TAKE TO REDUCE RISK Your consulting geotechnical engineer will be pleased to discuss other techniques which can be employed to mit- igate risk. In addition, ASFE has developed a variety of materials which may be beneficial. Contact ASFE for a complimentary copy of its publications directory Published by THE ASSOCIATION OF ENGINEERING FIRMS PRACTICING IN THE GEOSCIENCES 8811 Colesville Road /Suite G106 /Silver Spring, Maryland 20910/(301) 565 -2733 0785 W TABLE OF CONTENTS 4TOD. 1.0 INTRODUCTION . . . . . . . . . . . . . 1 1.1 Project Information . . . . . . . . 1 1.2 Scope of Services . . . . . . . . . 2 1.3 Purpose . . . . . . . . . . . . . . 2 2.0 EXPLORATION PROGRAM RESULTS . . . . . 2 2.1 Exploration . . . . . . . . . . . . 3 2.2 Site and Geology . . . . . . . . . . 3 2.3 Subsurface Conditions . . . . . . . 4 2.4 Groundwater Conditions . . . . . . . 5 3.0 ENGINEERING REVIEW . . . . . . . . . . 6 3.1 Project Data . . . . . . . . . . . . 6 3.2 Discussion . . . . . . . . . . . . . 7 3.3 Building Foundation Recommendations . . . . . . . . . . 8 3.4 Floor Slab -On -Grade . . . . . . . . 11 3.5 Wall Backfill . . . . . . . . . . . 11 4.0 CONSTRUCTION OBSERVATION AND TESTING . . . . . . . . . . . . . 12 5.0 FIELD EXPLORATION PROCEDURES . . . . . 13 5.1 Soil Sampling . . . . . . . . . . . 13 5.2 Soil Classification . . . . . . . . 13 6.0 STANDARD OF CARE . . . . . . . . . . . 14 APPENDIX Risks Associated with Excavation Under Water Typical Perimeter Drain Detail Logs of Test Borings General Notes Soil Classification Sheet Sketch r REPORT ON SUBSURFACE EXPLORATION PROPOSED BATH HOUSE CITY CENTER PARK XYLON AVENUE N NEW HOPE, MINNESOTA #4220 90-599 1.0 INTRODUCTION In accordance with written authorization by Mr. Daniel J. Donahue, City Manager, dated October 18, 1989, we have performed a subsurface exploration and associated geotechnical engineering review for this project. We had some familiarity with this site, because we had performed a subsurface exploration program for the proposed fire station facility nearby. 1.1 Project Information It is proposed to construct a one story, slab-on-grade bath house structure. This will be a masonry wall bearing building, which will not be heated. This geotechnical exploration was ordered to permit engineering evaluation of the subsurface conditions in the area of the proposed construction. turn MY testinQ C Page 2 - #4220 90-599 1.2 Scope of Services As per our proposal, our work scope for this project is limited to the following: 1 Explore the subsurface conditions within the proposed bath house and driveway area south of it by means of three (3) soil borings extending to depths of 16 2. Perform some nominal soil laboratory testing to evaluate the physical and engineering properties of the soil. 3. Prepare a formal engineering report presenting the results of the field and laboratory testing, and our engineering opinions regarding soil correction procedures, foundation type and depth, allowable soil bearing pressure, estimates of foundation settlement under the applied new loads, floor slab support, etc. 1.3 Purpose The purpose of this report is to present the results of our exploration and the associated geotechnical engineering review. it should be noted that it is not the purpose of this geotechnical report to determine the presence or extent of contamination at this site. We can state, however, that obvious contamination could not be detected by color or odor, as judged by human sensing. Page 3 - #4220 90-599 2.0 EXPLORATION PROGRAM RESULTS 2.1 Exploration The three test borings for this project were drilled on November 1, 1989, using a truck-mounted drill rig. The borings were drilled at the approximate locations shown on the sketch plan included in the Appendix. The surface elevations of the borings were referenced to the benchmark noted on the site plan, and are to geodetic datum. 2.2 Site and Geology The area investigated has been filled, and slopes down toward the east, with approximately a 6 difference in elevation between boring #1 and boring #3. The major natural soil type in this area is clayey glacial till related to the Des Moines ice lobe of the Wisconsin glaciation. The area also has some localized undrained areas, where shallow peat and post-glacial organic soils have formed. According to information published by the State of Minnesota Geologic Survey, the uppermost tumn city testinq if, C Page 4 - #4220 90 -599 bedrock stratum under this area is believed to be St. Peter sandstone, and probable occurs at a depth of 135' to 155' below present ground surface. 2.3 Subsurface Conditions The subsurface conditions encountered at each test location area shown on the attached boring logs, which also indicates the probable geologic origin of the soil encountered. The soil conditions have been established at our specific test hole locations only. Variations in soil stratigraphy may occur between and around the borings, the nature and extent of which may not become evident until exposure by construction excavation. Interpolation or extrapolation of the results is not warranted. The soil types encountered in our exploration are: fill; topsoil and post - glacial organic soils; upper weathered till or fine alluvium; and Des Moines clayey glacial till. The area investigated is covered by 8 1/2' to 4' of fill, from west to east. The fill is a non - uniform mixture of silty sand, clayey sand, and lean clay, with traces of gravel throughout. The uppermost portion of the fill appears to have been reasonably well compacted, while the lower portion tends to be soft or loose. Directly below the fill at boring #1, at the west end of the proposed bath house, is a 1 1/2' thick layer of peat and highly organic clay. Below the fill at boring #2, at the east end of the proposed building, is a 1 layer of black organic clay topsoil. These soils are soft and tune car test,nq c Page 5 - #4220 90-599 potentially compressible. The original topsoil or organic soil evidently was stripped from the area of boring #3, prior to filling. Directly below the organic soils in borings #1 and #2, and below the fill in boring #3, is a 2 to 4 thick stratum of weathered glacial till which is soft. Standard penetration test resistances within this upper stratum are 3 to 4 blows per foot. This soil is relatively weak and potentially compressible. Unconfined compression strengths within this weathered glacial till zone were found to be in the range of 1300 to 1360 psf, at natural moisture contents of 23% to 300. Competent natural glacial till soil appears to commence at depths of 12 to 8 below present grade, west to east across the area investigated. This lower soil formation consists of clayey sand, and silty clay with gravel traces throughout, and some random seams of sandy silt or fine sand with silt. Standard penetration test resistances within the lower glacial till are in the range of 6 to 9 blows per foot, if one higher value which apparently hit a large gravel fragment is discounted. 2.4 Groundwater Conditions Some free groundwater was observed in 2 of the 3 borings, but the period of observation was not long enough to establish the true hydrostatic level. However from careful observation of the moisture tunn city testinq corporation Page 6 - #4220 90 -599 condition of the soil samples, we estimate that the groundwater level at the time of our investigation could have been in the range of 5' to 8' below ground surface, corresponding to elevations of approximately 912 1/2' to 900 west to east. Seasonal and yearly fluctuations of the groundwater level can be expected. 3.0 ENGINEERING REVIEW The engineering recommendations made in this report are based on our understanding of the project as described in the following paragraphs. The recommendations are intended solely for a project of the type described herein. In the event that any changes in the nature, design, or location of the bath house are planned, the opinions and recommendations contained in this report shall not be considered valid unless these changes are reviewed and the recommendations of this report are modified or verified in writing. 3.1 Project Data It is proposed to construct approximately a 44' x 88.7' bath house between the existing concession stand and the mechanical room for the swimming pool. This will be a one story, clear span, masonry wall bearing structure, with brick veneer on the exterior walls. The roof system will consist of wood trusses spanning north /south, covered with a standing seam metal roof. The building will be unheated. Anticipated design load on the bearing wall footings will be in the order of 2700 to 3000 pounds per lineal foot. Page 7 - #4220 90-599 Design floor elevation of the bath house will be 923.57 to match the pool deck elevation. This would involve the addition of about 3 to 6 1/2 of new fill above present grade. There will be a mechanical room in the extreme northeast corner of the bath house. This will measure approximately 20 x 28 in plan area, and will have a design floor elevation of 915.0 Loadings on the footings in the area of the mechanical room will be slightly higher than elsewhere in the building, in the order of 3500 pounds per lineal foot. 3.2 Discussion The existing fill covering the proposed building area appears to have been only surface compacted. Furthermore there is a pocket of organic clay within the fill at the westerly end of the building area. This fill was placed directly over original organic surface soils, without their prior removal. At boring #1 there is a 1 1/2 thick layer of peat and highly organic clay below the fill. At boring #2 there is a 1 thick layer of organic clay topsoil below the fill. In addition, there is a 2 to 3 1/2 thick stratum of soft lean clay and clayey sand below the surface organic soils, which are weak and potentially compressible. If there were no adjacent structures, a 12 to 10 deep excavation, west to east, would be required to reach suitable foundation subsoil. However this would be very difficult due to site Page 8 - #4220 90-599 constraints, and a somewhat shallower excavation is recommended. The building area would then be re-filled using an engineered fill, and the building would be supported on conventional, continuous strip footings under the bearing walls. 3.3 Building Foundation Recommendations To prepare this site for building construction, all fill and, buried organics, and a portion of the upper soft clay should be totally excavated and removed from the building area. ordinarily oversizing of the excavation beyond the building lines is required, to allow for the stress distribution below and outside the footings. However in this particular case, because of site constraints, full 1 hor: 1 vert. oversizing is likely not possible. However, as much oversizing as possible should be done without jeopardizing adjacent structures. To compensate for the expected lack of oversizing the footings will have to be set deeper than usual, and the foundation walls extended. Based on the soil boring data, we estimate that the necessary excavation at the westerly end of the proposed building should extend to 10 depth, and the excavation at the easterly end should extend to about 7 1/2 depth. A geotechnical engineer should work closely with the excavating contractor during this phase of the work, to minimize unnecessary excavation. It is possible that some groundwater infiltration into the excavation will occur, probably emanating from Page 9 - #4220 90-599 more permeable sandy seams within the upper soil profile, and provisions should be made to control such water seepage by means of pumping from sumps. Once the excavation base has been approved by the geotechnical engineer, filling should commence with a minimum of time delay. Fill placed in the deepest portion of the excavation, where the fill may potentially be contacted with groundwater seepage, should preferably be a clean, well graded sandy material having less than 10% passing the #200 sieve. Fill above this point could either be the clayey sand which occurs naturally at depth under this area, or sandy lean clay, or a blend of these materials. The fill within the building area should be compacted with appropriate vibratory rolling equipment to achieve at least 98% maximum Standard Proctor dry density, ASTM: D- 698. The structure may then be supported on continuous strip footings under the bearing walls, based directly on approved compacted fill. However the footings will have to be set deeper than usual, depending on the amount of oversizing actually achieved. For preliminary estimating proposes the footing under the west bearing walls should be at 9 depth below design floor elevation, and the footing under the east bearing wall should be at 6 1/2 depth below design floor elevation. The north and south wall footings should be appropriately stepped between these points. Page 10 - #4220 90 -599 A net allowable soil bearing pressure of 1500 pounds per square foot should be used for the footing design. Settlements of the footings, corresponding to this degree of loading, should be in the order of 1 1/2" to 1 total, west to east; and 3/4 to 1/2" differential. It should be observed that the limited recommended excavation depths were made with due consideration for the proximity of other structures, and the relatively confined working area available. Some soft upper clay would remain buried below the new fill, and this will consolidate with time, particularly because of the weight of the new fill necessary to reach design floor grade. It would be preferable that a waiting period of 1 1/2 months be allowed after filling and prior to construction. However, if this is not practical, there would be a risk of some minor settlements due to the consolidation of the soft clay layer, and you may find it necessary to do some masonry crack repair and tuck - pointing prior to opening up the building for use. The recommended soil bearing pressure provides a theoretical factor of safety against shear failure of about 3. If our recommendations are followed, we believe that all footings under the structure will be more than 5' below design floor elevation. However, this must be a specified requirement on this project, since the building will be unheated. Page 11 - #4220 90-599 3.4 Floor Slab-On-Grade It is our opinion that ground supported floor slabs in the bath house and the mechanical room can be supported on controlled compacted fill as recommended previously. However, due to the potential for settlement of the soft natural clay layer that will remain buried below the fill, we recommend that a series of stiffener ribs should be integrally cast with the underside of the floor slab, at no more than 10' spacing in either direction. The function of these stiffener ribs would be to minimize slab cracking due to settlement. Frost heave of the slab in the unheated building is also a possibility. It is therefore recommended that the slab should be structurally free of the walls. Furthermore, consideration should be given to use of a clean sand fill for at least 3 1/2 under the slab, to avoid frost heave. 3.5 Wall Backfill The on-site inorganic soils may be used as exterior backfill against the portion of the building not having a basement. This fill should be placed in lifts not exceeding 10 in thickness, with each lift being compacted. tumn city testinq ccnm3ration Page 12 - #4220 90-599 Around the mechanical room we recommend that the wall backf ill should be a clean sand material having less than 10% passing the #200 sieve. This should be placed in layers and compacted. The mechanical room walls should then be designed to resist an equivalent fluid pressure of 50 pounds per cubic foot. In addition, a perimeter draintile system should be installed around the mechanical room, to control water seepage. 4.0 CONSTRUCTION OBSERVATION AND TESTING On-site observation during construction, by qualified personnel, is considered essential for successful implementation of the recommendations. Soil compaction tests should also be performed on any fill placed to document that adequate compaction has been achieved. We recommend that a minimum testing rate of I field density per each 1600 square feet of area, per each 2 1 lift of fill should be performed. We would be pleased to provide the necessary field observation, monitoring and testing services. Page 13 - #4220 90-599 5.0 FIELD EXPLORATION PROCEDURES 5.1 Soil Sampling Soil sampling was performed in accordance with ASTM:D1586-84. Using this procedure, a 2 11 O.D. split barrel sampler is driven into the soil by a 140 lb weight falling 30". After an initial set of 6 the number of blows required to drive the sampler an additional 12 is known as the penetration resistance or N value. The N value is an index of the relative density of cohesionless soils and the consistency of cohesive soils. 5.2 soil classification As the samples were obtained in the field, they were visually and manually classified by the crew chief in accordance with ASTM:D2487- 85 and D2488. Representative portions of the samples were then returned to the laboratory for further examination and for verification of the field classification. In addition, selected samples were submitted to a program of laboratory tests. Logs of the borings indicating the depth and identification of the various strata, the N value, the laboratory test data, water level information and pertinent information regarding the method of maintaining and Page 14 - #4220 90-599 advancing the drill holes are attached. Charts illustrating the soil classification procedure, the descriptive terminology and symbols used on the boring logs are also attached. 6.0 STANDARD OF CARE The recommendations contained in this report represent our professional opinions. The soil testing and geotechnical engineering services performed by Twin City Testing Corporation for this project have been conducted in a manner consistent with that level of skill and care ordinarily exercised by other members of the profession currently practicing in this area under similar budgetary and time constraints. No other warranty, expressed or implied is made. This report was prepared by: S'N -/ "� — Mervyn f ndess, P.E. This report was reviewed by:_ �V VMI/n ot Je f* K. foven, - P.E. ft V- hereby oortIfy that this report woe prepared by me or under my direat superyWon and that am a duly r*Alstr-od Profeselonal Engineer under the low* of the State of Mkmewto Date ( � Reg. No 8435 N w, 15 1 A Mery; Mindoes i 1 yL fl For many projects, an excavate /refill program is used to prepare building areas prior to the start of construction. As variations in soil conditions often occur in very short distances, the bottom of any excavation should be observed by an engineer to judge the competency of the natural soils for fill and footing support. In some cases, the required excavation may extend below the ground water level. If the excavation extends below ground water level, a temporary dewatering system is necessary to lower the water level to an elevation below the required excavation bottom. In some situations, the quantity of water is such that a temporary dewatering system cannot economically- control the ground water. In these situations, the excavations are sometimes performed below the water level using a dragline or backhoe to remove the inferior soils, and the initial lifts of fill are placed into standing water. This procedure is not recommended because of the risk involved. Excavating and refilling below water involves risks of trapping compressible or otherwise unsuitable materials within or below the new fill system. Dislodged excavated materials can be covered by the advancing fill soils, or localized deeper pockets of compressible soils can be missed by the excavating equipment. For this reason, approaching the earthwork without dewatering requires that the owner accept the risk of some future building settlement. This risk results from the engineer's inability to observe the excavation bottom during the excavation and initial filling operations. In areas where the excavation terminates below the water table, observations are strictly limited to observing the soils recovered in the bucket of the backhoe or dragline, and possibly probing the excavation bottom if the depth of water is not too great. If the excavation operations are to proceed in this manner, it is necessary that the owner fully understand and accept the risks involved. While these risks cannot be eliminated, there are a number of procedures which can be used to reduce the risk of future settlement if the excavation proceeds without the aid of dewatering. We strongly recommend the following procedures be employed during the excavation and refilling operations. 1. A thorough soil boring program should be performed prior to any excavation. This program would establish approximate required bottom of excavation elevations, and provide information regarding the classification of acceptable soils anticipated at the bottom of the excavation. 2. The excavation work should be performed by a backhoe or dragline operator experienced with this type of excavation operation. 3. An experienced soils engineer should be retained to provide full -time observations during all excavation and refilling operations below the water level. 4. A suitable amount of lateral oversize should be provided in the excavation bottom. Reference should be made to the preliminary soil boring report, the job specifications, or the soils engineer's recommendations for information regarding the extent of oversize required for the particular project. 5. Any fill placed below water, and to an elevation of at least 2' above the water level, should consist of a clean, free - draining sand containing less than 40% passing the #40 sieve and less than 5% passing the #200 sieve. 6. The fill should be stockpiled at the water's edge, and should be advanced into the excavation by a bulldozer imparting a strong, downward "scouring" action to advance the fill along the excavation bottom. This scouring action would tend to force remnant pieces of unsuitable material ahead of the filling process, where they could be periodically removed by the excavating equipment. Excessive amounts of unsuitable material collecting in front of the fill could impede the ability of the fill mass to scour the excavation bottom. 7. A number of standard penetration borings should be put down through the fill after it has been brought to a level above the ground water table. These borings are instrumental in documenting the effectiveness of the removal of the unsuitable materials as well as judging the density of the newly placed fill at depth. ® tint city testenp SG -136 (1/86) TYPICAL PERIMETER DRAIN DETAIL SCALLP. r sr CLAY CAP SLOPING AWAY FROM BUILDING (TYPICAL 1' THICK) ...................... MINIMUM GRADE 1/4' PER TOOT .................................. .................................. ......... .................................................. ............. Mo GRANULAR FILL W17ZSS THAN 10% PASSING #200 SIEVE . . .. . .. . .. 60 0 FWSHED FLOOR _ 111 0 0 ° ° ° ° ° 0 0 0 ° 0 0 0 0 0 0 0 0 0 FILTER FABRIC 0 0 0 0 drO CONT. SLO 77ZD TOP OF .... ..... 0 0 0 DRAIN LINE FTC. (Typ-) p. .ti 000 00 3/8" PEA ROM ir YIN. (77P.) TYPICAL PERIMETER DRAIN DETAIL SCALLP. r sr LOG OF TEST BORING JOB NO. 4220 90 -599 VERTICAL SCALE 1" = Y BORING NO. 1 PROJECT PROPOSED BATH HOUSE -NEW HOPE MINNESOTA DEPTH IN FEET DESCRIPTION OF MATERIAL SURFACE ELEVATION 920.6 GEOLOGIC ORIGIN N WL SAMPLE LABORATORY TESTS NO. TYPE W D LL PL OU FILL, MOSTLY SILTY SAND Fill 1.0 W /GRAVEL, a layer of bituminous pavement at the surface 12 1 SB FILL, MOSTLY CLAYEY SAND W/A LITTLE GRAVEL, grayish brown 7 2 SB 3.5 FILL, MOSTLY CLAYEY SAND W/A LITTLE GRAVEL, gray 7 3 SB 17 6.0 4 FA FILL, MOSTLY ORGANIC CLAY, black 7.0 FILL, MOSTLY CLAYEY SAND W/A LITTLE GRAVEL, brownish gray, 6 5 SB 8.5 9.0 = 6 3T SAPRIC PEAT, dark brown, moist (PT) am Swamp ORGANIC CLAY, black (OH) Deposits 10.0 CLAYEY SAND W/A LITTLE Weathered GRAVEL, gray, soft (SC) Till 3 7 SB 22 12.0 CLAYEY SAND W/A LITTLE Till GRAVEL, gray, medium (SC) 7 8 SB 17 14.0 z CLAYEY SAND W/A LITTLE GRAVEL, brown, rather stiff (SC) 9 9 SB 16.0 End of Boring *Water level may rise a little higher WATER LEVEL MEASUREMENTS START 11 -1 -89 COMPLETE 11 -1 -89 DATE TIME SAMPLED DEPTH CASING DEPTH CAVE-IN DEPTH BAILED DEPTHS WATER LEVEL METHOD is 2:40 6" FA 0' -14.5' 11 -1 2:40 16' None 14.5' *9' CREW CHIEF K. Miller twin city testing corporation LOG OF TEST BORING MAR- JOB NO. 4220 90 -599 VERTICAL SCALE 1" = 3 ' BORING NO. 2 PROJECT PROPOSED BATH HOUSE -NEW HOPE MINNESOTA DEPTH IN FEET DESCRIPTION OF MATERIAL SURFACE ELEVATION 916 .9 GEOLOGIC ORIGIN N WL SAMPLE LABORATORY TESTS NO. TYPE W D LL PL Qu FILL, MOSTLY SILTY SAND, a little Fill lean clay and gravel, brown and some black, a layer of bituminous pavement at 14 1 SB 2.0 the surface FILL, MIXTURE OF SILTY SAND AND CLAYEY SAND W/A LITTLE 7 2 SB GRAVEL, gray 5.5 7 3 SB SILTY CLAY, black to brownish gray, Topsoil to 6.5 medium (CL -ML) Fine* LEAN CLAY, gray, soft, lenses of Fine waterbearing sand (CL) Alluvium 3 4 SB 23 5 3T 30 92 1360 10.0 SILTY CLAY, brown and light gray mottled, medium, lenses of silt (CL -ML) 6 6 SB 12.5 SANDY SILT, brown, wet, medium dense 9 7 SB (ML) 14.0 SILTY CLAY, gray, medium (CL -ML) 6 8 SB 16.0 End of Boring *Probable water level may occur at depth *Alluvium of about 6 1/2' based on appearance of samples. WATER LEVEL MEASUREMENTS START 11 -1 -89 COMPLETE 11 -1 -89 GATE TIME SAMPLED DEPTH CASING DEPTH CAVE-IN DEPTH BAILED DEPTHS WATER LEVEL METHOD a 4 :45 3 1/4" HSA 0' -14.5' 11 -1 4:45 16' 14.5' 14.5' None 11 -1 5:00 16' None 6' None CREW CHIEF K. Miller $saris wi$�• $rte.$irn it __ _...__ _— %.flg5■ C.l6.' {.GS &BOSS corporation LOG OF TEST BORING JOB NO. 4220 90 -599 VERTICAL SCALE 1 = 3' BORING NO. 3 PROJECT PROPOSED BATH HOUSE -NEW HOPE MINNESOTA DEPTH FEET DESCRIPTION OF MATERIAL SURFACE ELEVATION 914,9 GEOLOGIC ORIGIN N WL SAMPLE LABORATORY TESTS N0. TYPE W D LL PL Qu FILL, MIXTURE OF SILTY SAND, Fill LEAN CLAY AND CLAYEY SAND 4 1 SB W/A LITTLE GRAVEL, brown, gray and black 4 2 SB 27 4.0 LEAN CLAY, grayish brown, soft (CL) Fine Alluvium 4 3 SB 23 4 3T 24 100 1300 8.0 CLAYEY SAND W/A LITTLE Weathered GRAVEL, brownish gray, medium, a few Till 8 5 SB lenses of waterbearing sand (SC) 10.5 8 6 SB CLAYEY SAND W/A LITTLE Till GRAVEL, gray and brown mottled, medium to rather stiff, a few lenses of waterbearing sand (SC) 13.0 24 * = 7 8 SB SB SAND W /SILT, fine grained, brown, Coarse waterbearing, dense (SP -SM) Alluvium 15.0 9 9 SB CLAYEY SAND W/A LITTLE Till 16.0 GRAVEL, gray, rather stiff (SC) End of Boring *Water level is expected to rise -- probably up to depth of about 8' and possibly up to about 5', based on appearance of samples. WATER LEVEL MEASUREMENTS START 11 -1 -89 COMPLETE 11 -1 -89 DATE TIME SAMPLED DEPTH CASING DEPTH CAVE-IN DEPTH BAILED DEPTHS WATER LEVEL METHOD is 3:45 3 1/4" HSA 0' -14.5' 11 -1 3:45 16' 14.5' 14.5' `13.5' 11 -1 4:00 16' None 8.8' None CREW CHIEF K. Miller twin city testing corporation GENERAL NOTES DRILLING AND SAMPLING SYMBOLS TEST SYMBOLS SYMBOL DEFINITION SYMBOL DEFINITION HSA 3 1/4" I.D. Hollow Stem Auger W Water Content - % of Dry Wt. - ASTM D 2216 _FA 4 ", 6" or 10" Diameter Flight Auger D Dry Density - Pounds Per Cubic Foot _HA 2 ", 4" or 6" Hand Auger LL, PL Liquid and Plastic Limit - ASTM D 4318 _DC 2 1/2 ", 4 ", 5" or 6" Steel Drive Casing Additional Insertions in Last Column _RC Size A, B, or N Rotary Casing PD Pipe Drill or Cleanout Tube Qu Unconfined Comp. Strength -psf - ASTM D 2166 CS Continuous Split Barrel Sampling Pq Penetrometer Reading - Tons /Square Foot DM Drilling Mud Ts Torvane Reading - Tons/Square Foot JW Jetting Water G Specific Gravity - ASTM D 854 SB 2" O.D. Split Barrel Sample SL Shrinkage Limits - ASTM D 427 _L 2 1/2" or 3 1/2" O.D. SB Liner Sample OC Organic Content - Combustion Method _T 2" or 3" Thin Walled Tube Sample SP Swell Pressure - Tons /Square Foot 3TP 3" Thin Walled Tube (Pitcher Sampler) PS Percent Swell _TO 2" or 3" Thin Walled Tube (Osterberg Sampler) FS Free Swell - Percent W Wash Sample pH Hydrogen Ion Content, Meter Method B Bag Sample SC Sulfate Content - Parts /Million, same as mg/L P Test Pit Sample CC Chloride Content - Parts /Million, same as mg /L _Q BQ, NQ, or PQ Wireline System C* One Dimensional Consolidation - ASTM D 2435 _X AX, BX, or NX Double Tube Barrel Qc* Triaxial Compression CR Core Recovery - Percent D.S.* Direct Shear - ASTM D 3080 NSR No Sample Recovered, classification based on action of K* Coefficient of Permeability - cm /sec drilling equipment and /or material noted in drilling fluid D* Dispersion Test or on sampling bit. DH* Double Hydrometer - ASTM D 4221 NMR No Measurement Recorded, primarily due to presence MA* Particle Size Analysis - ASTM D 422 of drilling or coring fluid. R Laboratory Resistivity, in ohm - cm - ASTM G 57 E* Pressuremeter Deformation Modulus - TSF Water Level Symbol PM* Pressuremeter Test VS* Field Vane Shear - ASTM D 2573 IR* Infiltrometer Test - ASTM D 3385 RQD Rock Quality Designation - Percent * See attached data sheet or graph WATER LEVEL Water levels shown on the boring logs are the levels measured in the borings at the time and under the conditions indicated. In sand, the indicated levels may be considered reliable ground water levels. In clay soil, it may not be possible to determine the ground water level within the normal time required for test borings, except where lenses or layers of more pervious waterbearing soil are present. Even then, an extended period of time may be necessary to reach equilibrium. Therefore, the position of the water level symbol for cohesive or mixed texture soils may not indicate the true level of the ground water table. Perched water refers to water above an impervious layer, thus impeded in reaching the water table. The available water level information is given at the bottom of the log sheet. DESCRIPTIVE TERMINOLOGY DENSITY CONSISTENCY Lamination Up to 1/2" thick stratum TERM "N" VALUE TERM Layer 1/2" to 6" thick stratum Very Loose 0 -4 Soft Lens 1/2" to 6" discontinous stratum, pocket Loose 5 -8 Medium Varved Alternating laminations of clay, silt and /or fine Medium Dense 9 -15 Rather Stiff grained sand, or colors thereof Dense 16 -30 Stiff Dry Powdery, no noticeable water Very Dense Over 30 Very Stiff Moist Below saturation Standard "N" Penetration: Blows Per Foot of a 140 Pound Hammer Wet Saturated, above liquid limit Falling 30 inches on a 2 inch OD Split Waterbearing Pervious soil below water Barrel Sampler RELATIVE GRAVEL PROPORTIONS RELATIVE SIZES CONDITION TERM RANGE Boulder Over 12" Coarse Grained Soils A little gravel 2- 14% Cobble 3" - 12" With gravel 15 -49% Gravel Coarse 3/4" - 3" Fine Grained Soils Fine #4 - 3/4" 15 -29% + No. 200 A little gravel 2 - 7% Sand 15 -29% + No. 200 With gravel 8- 29% Coarse #4 - #10 30% + No. 200 A little gravel 2-14% Medium #10 - #40 30% + No. 200 With gravel 15 - 24% Fine #40 - #200 30% + No. 200 Gravelly 16-49% Silt & Clay — #200, Based on Plasticity SE-4 f84-0 CLASSIFICATION OF SOILS FOR ENGINEERING PURPOSES ASTM Designation D 2487 - 83 SO IL ENGINEERI (Based on Unified Soil Classification System) Mmi001 fo ®l SON d assiflcatlon criteria for Assigning Grow Symbofe and Group Names Using Laboratory ToatgA 0roup Group Names Symbol �1 Coarse-Grained Sala 0rave11111 clw+ Graves CuZ4 and tsCes3la 0W Well graded gra"O Moro than SM retained on Moro tMn W% on= Lass than 3% &me than PI -0.73 ILL -20 No. 200 sieve kwdmn rtltarled on Cu < 4 w&or t > Cc > 3 or Poorly graded grsvelP No. 4 aim EQNtism of'U' °fiat GrsvtlM whh fines Fins dassHy as ML or MH GM SMY gravelip.aff Mots than 12% Benno Fries classiy as CL or CH 0C Clayey prawlr`.*A Sands CUw1 Sands Cull and 1ISCc13 SW well-graded sand SONY or Moro of can® Less than SAY fir4o bectim passes No. Cu < 6 "or t > Cc) 3 SP Poorly graded sand' 4 aim Sands with Firm Finn elasaly as ML or MH SM SOly sa Mon than 12% &00 G� T Fines das*4 d CL or CH se Clayey sand Fins - Grained Soils Silts and days rnorgtanie M >7 and ON an or above CL Lyre dgyKLM SM or more passes tM Liquid WM less than SO "A" M( WO No. 200 slew PI < 4 or plot below "e ML SWUM lire' organic Liquid Omit - oven dried <0.75 OL organic dsyK"W Liquid Mndt - tot dried Orpsnk &*KLAG Sift and days lnorpttya Pl plot on at above "A" One cH Fat days Liquid Omit SO or moro PI plot below "A" Orn MH Elastic M"w organic Liquid OmN - oven dried (0.75 oM owft owl"" Liquid OmN - not dried organk MxsKo Highly organic soil PrirnarOy organic matter, dark in color, and organic odor PT Pest Fibric Peat > 677E Fiberi H P eat 3 3% -67% Fibers 5apric Peat < 33% Fibers A ward on the n,asarw passing des 3.1. (7Smr1) aiww ON am Iwo* muau+ed aobera w twine«& err beet. acs *0 cabbies or boiawe, or bah" to 0roio nanew %mver we ! a 12% star new" dr,IN symbotee Ow4M assgeded W" 0111 sin flW4c Waved" W" with date tiP-0M 1110" graded 4rMl wish Will G1 peaty Waded W" vest day Deana with M a t2% !na »pure dud eynnW* SW.SM was pradsd rind wan oW SW-3C wellVaded sand WO dqr Sp4M p""Y Waded vend with on SP-SC poorly graded and W" alep S ANALYSIS I scaeea•I» I sieve as I 00 e 1 1 % - % ♦ b M 4 b t♦0 70 PARTICLE S I Z E IN MILLIMETERS 4• °ya•sll�• {`a- u - t ae . o a - (03/ p a 0 re' Pap R« so aontaMr.Li9% sand, add -- we earl" to Woo Warns. O N slaw aenNy a CL4M_ we cud symbol QCOM. or SCd1L O tt anw are 0 go ic, so -wet wpwk Woe a Poo ramw e lf we ooeesha j.19% IXerrt, to - we prat" to pray nsms, 0 tit so v W et O 40 Z t- 30 N 10 7 4 0 it ,~"w" wrift Peat in low ad arm as is a CL4es. asy defy. �s acs oo "we 1s a n% Pew tole. 300. sole "wit awe ar *Iw a1 Wavio," whichever a predomnalL 4 9 soil Conran 130% pis no. 300, prrdo Wes* aenl ado "M *'* a a Wow Mena, y in no cent film 1! pus W0. 300, preewaw* . pravK am "prewsy" le pea+0 Mena• OhZ� ar+d pas an w above "A" crew DPI <4 or pat below "A" Mne "PI pie an or above "A" Mra. DN plot beeow "A" Me. For cleseltiestioo 04 tint- fined soil! an gat -gromt roc lea Cosr MM Mmi001 fo ®l um �1 UNIMM MIMMINISIMEM Msruwetal at PI-4 M LL - 25.S, than PI -0.73 ILL -20 EQNtism of'U' °fiat nttrtieNl et LL -li tlP2.7 �� G� tMe PIa0.lILL - ®) � PARTICLE S I Z E IN MILLIMETERS 4• °ya•sll�• {`a- u - t ae . o a - (03/ p a 0 re' Pap R« so aontaMr.Li9% sand, add -- we earl" to Woo Warns. O N slaw aenNy a CL4M_ we cud symbol QCOM. or SCd1L O tt anw are 0 go ic, so -wet wpwk Woe a Poo ramw e lf we ooeesha j.19% IXerrt, to - we prat" to pray nsms, 0 tit so v W et O 40 Z t- 30 N 10 7 4 0 it ,~"w" wrift Peat in low ad arm as is a CL4es. asy defy. �s acs oo "we 1s a n% Pew tole. 300. sole "wit awe ar *Iw a1 Wavio," whichever a predomnalL 4 9 soil Conran 130% pis no. 300, prrdo Wes* aenl ado "M *'* a a Wow Mena, y in no cent film 1! pus W0. 300, preewaw* . pravK am "prewsy" le pea+0 Mena• OhZ� ar+d pas an w above "A" crew DPI <4 or pat below "A" Mne "PI pie an or above "A" Mra. DN plot beeow "A" Me. For cleseltiestioo 04 tint- fined soil! an gat -gromt roc lea Cosr MM fo ®l Epas ties of '4 -list Msruwetal at PI-4 M LL - 25.S, than PI -0.73 ILL -20 EQNtism of'U' °fiat nttrtieNl et LL -li tlP2.7 �� G� tMe PIa0.lILL - ®) � /o ff MH OH G� T La 0L to 40 so e0 70 so 90 l LIQUID LIMIT (LL) ZI 1 0 mrl tiI c U #A* A a Qu ° ate m o �I Ri H W �d w w a >'° o o� w CQ ti 0 9 o v C4 z O �-s