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WA9302-CS 951205 (4)To: Ken Griffin, ACM/City Engineer Mike Martin, Asst. City Engineer David Miller, Police Chief Clay Phillips, ACM/Fire Chief Howard Pafford, Utilities Superintendent Per Birdsall, Interim Streets Superintendent NATGUN Corporation/Jim Fisher Superintendent NATGUN Corporation / Robert Barbarisi RE: Village Parkway Ground Storage Tank WA 93-02 Routing and traffic control Date: December 5, 1995 A meeting will be held on Thursday, December 7, 1995 at a.m., in the 2nd floor conference room to discuss the routing of concrete trucks for the concrete pour to be performed on Saturday, December 9th. Your attendance at this meeting will be greatly appreciated. If you should have any questions or need any additional information please call me at 304-3684. ........ '._'fl3'9~__ £UN 22:49 FAX 617~'-~t~3 NATGUN "' ~001 UNPREC, AST PRESTRESSED PREFERRED li~r~Ni~shcd i929 NatRun Corpo,ation _~- Precasr Concrete Tanks Eleven Teal Road FACSIMILE TRANSMITTAL COVER SHEET Wakefield. MA 01880-1223 Telephone 617-2'~6-t 133 Fax 617-245-3279 DATE SENT: December 4, 1995 COMPANY: Shimek, Jaeobs & Finklea FACSIMILE NO.: (214) 361-0204 ATTENTION: Mr. Matt I-Iickey FROM: Robert V. Barbarisi, Jr., Project Manager Direet dial telephone #: 617-224-5147 Facsimile #: 61%22'4-5153 ~ REFERENCE: 6.0 MG Water Storage Tank Coppell, TX (95C11) FLOOR POUR TRAFFIC PLAN NUMBER OF PAGES: __1__ (Not including this cover sheeO ATTACDIENTS: COB. F~ ~ D.Y,J..C,B.I~J~ 1 12/4/95 Proposed Floor Pour Traffic Plan Dear Matt: Please find herewith our proposed floor pour Waffle plan. We hop~ to accomplish this pour on Saturday, December 9, 1995, weather permitting. Kindly advise if this plan is acceptable to you so that we may notify the other parties identified in your letter. We would anticipate a pro-pour meeting on Friday, December 8, 1995 in the afternoon. {~ PPoJt ~ -'~"'R~}l~l t V. Bar Sou-:-Hwl~sT OVHCE; St, ire 811, 8111 Prg.ston Road, DaHa-~. TX 75225-6~16, Telephone 214-368o3306 MtDwIz'aT L")!=I:Icli: Suite 2 ~ ~. 26t0 £hertdan Road, Zion, IL 60099-2615, Tclcvl~one 708-872-8~06 %I~B-ATLAN'rtC C)~CI=: Suite I00. 3650 Winding Way. Newgown S~u-arc. PA t9073. Tdelzhonc 610-353-8315 __ ~ --__~_2 ,' 0 4 ' 9 5 .~ION 0 4: 0 8 FAX 6 17 ~ '~5 3 NATGUN "N T~ ~ 0 0 2 UNPRECAST PRESTRESSEI ) PREFERRED E,r:,},I M,cd 1929 Nat.gu n Corporation DI~ &FT Procast ConcreTe Tanks Ehven Teal Road Wakefield, MA 01880-1223 Telephone 6i7-246-113.3 December 4, 1995 Fax 617-245-3279 Reference: 6.0 MG Ground Water Storage Reservoir Village Parkway Pump Station Coppoll, Texas Concrete Floor Pour Dear Neighbors, Natgun Corporation is in the process of constructing a 6 million gallon ground water storage tank t~r the City of Coppoll. Now that the drilled pier work is complete, the next phase involves construction of the tank floor. This will entail the use of approximately 1,780 cubic yards ofready-mhx concrete. In order to avoid disruption to Lakeside Elementary School, we plan to execute this work on Saturday, December 9, 1995, weather permitting. Although school will not be in session, ~ve will have flagmen directing traffic to insure public safety. We hope to minimize any disruption to the neighborhood. Thank you for your understanding during this most important event. Should you have any questions or concerns, kindly call me at (214) 304-8823. Very truly yours, Jim R. Fisher Project Superintendent JRF/kld SOUT~IxvtS'r Otv~Ct: Suite .~1I, 8111 Proram Road, Dallas, TX 75225-6316. Telephone 214468-3306 Mtt~,x'Es~' Orv~cr..: Suite 211.26 10 Sheridan Road. Zinn, IL 60099-2615, Telephc~ne 708-872-8~06 MID-ATLANTIC OggtC~l~: Suite 100. 3650 Winding Way, Newtown Square, PA I9073, Telephone 610-353-8315 SHIMEK, JACOBS .s. FINKLEA CONSTRUCTION REPORT ProjeetNo. 94155 Date: 11-29-95 Prepared Is This A By: Matt Hiekey ~ly~ J4' Working Day? [] Yes [] No Owner: City of Coppell Project Name: Village Parkway Ground Storage Reservoir No. 2 Construction Contractor: NATGUN Time Allotted: 300 Used: 130 Number Superintendent: Jim Fisher Men Working: 18 Hours: 12:20 PM to 12:45 PM Weather Conditions: Cloudy and Cool Site Conditions: The site was dry and well maintained. WORK DESCRIPTION 1. Gary Hendricks and I met with Jim Fisher and discussed the inlet piping reinforcement problems. Jim Fisher indicated that no additional concrete pours will occur at the inlet pipe until the Natgun office reviews the shop drawings and determines if the corrections to the inlet pipe reinforcement and encasement will meet all project requirements. 2. The steel reinforcement up to the location of the first construction joint for the tank overflow and drain was in place. 3. Excavation for Outlet Pipe No. 2 was complete. The steel reinforcement was being tied outside the trench. The completed steel reinforcement cage will be placed into the trench prior to the concrete being poured. 4. Concrete was in place to the approximate location of the first construction joint for Outlet Pipe No. 1. 5. We directed the superintendent to advise the City Inspector prior to pouring concrete so that all steel reinforcement can be inspected by the City. UNPRECAST PRESTRESSED PREFERREI) bNalql~]~cd ]~)2k} Natgun Corporation Precast Concrete Tanks Eleven Teal Road Wakefield, MA 01880-1223 November 29, 1995 Telephone 617-246-1133 Fax 617-245-3279 Mr. Ken Griffen City of Coppell 732 Deforest Road Post Office Box 478 Coppell, TX 75019 Dear Ken: One of the great pleasures of the holiday season is the opportunity to exchange cordial greetings with those whose friendship and goodwill we value so highly. All of us at Natgun Corporation are appreciative of the many pleasant associations we have enjoyed with our clients. In the true spirit of Christmas, and to insure a brighter future for those who are less fortunate than ourselves, we are making a contribution in your name to the American Heart Association. It is our way of saying thank you for the opportunities afforded us. I wish you good health and goodwill in the coming year, and thank you for your association with Natgun Corporation and its employees. Very truly yours, KEJ/wls SOUTHWEST OFHCE: Suite 811, 8111 Preston Road, Dallas, TX 75225-6316, Telephone 214-368-3306 MtDWEST OFHCE: Suite 211, 2610 Sheridan Road, Zion, IL 60099-2615, Telephone 708-872-8806 M~D-ATLANT~c OFHCE: Suite I00, 3650 Winding Way, Newtown Square, PA 19073, Telephone 610-353-8315 SHIMEK, JACOBS ,x FINKLEA CONSTRUCTION REPORT Pr,et o. 94155 Date: 11-28-95 Prepared Is This A By: Matt Hiekey ~0U~LL Working Day? [] Yes [] No Owner: City of Coppell Project Name: Village Parkway Ground Storage Reservoir No. 2 Construction Contractor: NATGUN Time Allotted: 300 Used: 129 Number Superintendent: Jim Fisher Men Working: 20 Hours: 2:15 PM to 3:00 PM Weather Conditions: Cloudy and Cool Site Conditions: The site was dry and well maintained. WORK DESCRIPTION 1. The steel reinforcement and concrete encasement for the outlet piping did not reflect those of the Natgun shop drawings. Seven rebars were missing. Two of the seven were at the location where the two trench safety boxes were joined. The concrete encasement was 3 '-9.5" short. Twenty cubic yards of concrete was placed. Natgun shop drawings (Drawings 8.60 and 8.90) called for the vertical rebars G1 and H to be used along the sides of the encasement. These bars were not used in the steel reinforcement. Natgun's Project Manager Bob Barbarisi and the job site superintendent were made aware of these items. Bob Barbarisi indicated that the outlet piping encasement will be reviewed and corrected. These corrections will be shown in revised shop drawings. 2. The Steel Reinforcement and piping for Outlet Pipe No. 1 was in place. The existing plug where Outlet Pipe No. 1 will connect is located and exposed. 3. Excavation began for Outlet Pipe No. 2. 4. The tank pad and job site were being cleaned and prepared for future tank construction. SHIMEK, JACOBS FINKLEA CONSTRUCTION REPORT Project No. 94155 Date: 11-20-95 Prepared ~y/( ~. Is This A By: Matt Hiekey Working Day? [] Yes [] No Owner: City of Coppell Project Name: Village Parkway Ground Storage Reservoir No. 2 Construction Contractor: NATGUN Time Allotted: 300 Used: 121 Number Superintendent: Jim Fisher Men Working: 12 Hours: 9:00 AM to 10:20 AM Weather Conditions: Cloudy and Cool Site Conditions: The site was dry and well maintained. WORK DESCRIPTION 1. Excavation for the tank outlet piping has began 2. The pipes and steel reinforcement for the tank's inlet were being constructed. The angle of the inlet piping will have to be adjusted because one of the piers is not plumb. 3. A jack hammer was being used to remove excess concrete from the site 4. Material is temporarily being stored adjacent to the pump station. 5. The tank pad and job site were being cleaned and prepared for future tank construction.