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HomeMy WebLinkAboutContract 35513 DISTRIBUTION: CITY $EC CANARY CONSTRUCTION FILE CITY OF FORT WORTH CONTRACT�0 Y�`��'�J PINK-PROJECT MANAGER CHANGE ORDER REQUEST GOLDENROD-CONTRACTOR CHANGE ORDER NO. THREE DATE: June 22,2007 D.O.E.NO.(N/A) PROJECT NO.P164-060164052004 PROJECT DESCRIPTION: Eagle Mountain Raw Water Pump Station Improvements CITY SECRETARY CONTRACT NO. 32568 ORIGINAL CONTRACT AMOUNT.......................................................$6.888,500.00 EXTRAS TO DATE.........................................................$196,955.94 (CO#1&CO#2) CREDITS TO DATE.......................................................$0.00 CONTRACTCOST TO DATE.......................................................................................................................................................................................$ 7.085.455.94 AMOUNT OF PROPOSED CHANGE ORDER.............................................................................................................................................................$28.608.35 REVISED CONTRACT AMOUNT................................................................................................................................................................................$7,114,064.29 ORIGINAL FUNDS AVAILABLE FOR CHANGE ORDERS..........................................................................................................................v...........$206,655.00 ADDITIONALFUNDING(IF NECESSARY)...............................................................................................................................................................$28.608.35 REMAINING FUNDS AVAILABLE FOR CHANGE ORDER..............................................................................................................I......................$0.00 IN ACCORDANCE WITH THIS CHANGE ORDER,THE CONTRACTOR SHALL: modify/change the contract as shown below to provide a complete,functional,and operational plant.These changes are as listed below.Further descriptions and Cost Breakdowns are attached. Change Order No.3 is required in order to compensate the contractor for additional transverse reinforcing steel required in the pump station reinforced concrete foundation along with revisions to the pump station building structural steel roof to column connections. Staffhas reviewed this change order and is in agreement with the scope ofwork and the costs associated with the work. It is understood and agreed that the acceptance of this Change Order by the contractor constitutes an accord and satisfaction and represents payment in full (both in time and money)for all costs arising out of,or incidental to,the Change Order. ORIGINAL CONTRACT TIME ADDITIONAL APPROVED TIME TO DATE APPROVED CONTRACT TIME ADDITIONAL TIME FOR THIS CHANGE TO DATE ORDER 690 Calendar Da s None 690 Calendar Days 0 Calendar Days CONTRACTOR rc'A er � m DATE PROJECT MANAGER DATE r9 OILZI07 MAN GE CONST.SER. DATE DIRECTO AG)PIG DEPT,� DATE DIRECTOR/CONTRACTING D PT, DATE CITY A RNEY ` DATE CITY MANAGER / DATE CO AC ON REQUIRED): DATE APPROVED ❑DISAPPROVED O OTHER Attested By: Marty Hendrix CitvSecre`ta� _ Contract Aut orizatioa r 1 Datg CHANGE OR EXTRA WORK ORDER PROJECT: Eagle Mountain Raw Water Pump Station Expansion OWNER: City of Fort Worth PROJECT NO. P164-060164052004 CONTRACTOR: Archer Western Contractors PROJECT NO. 205101 ENGINEER: Ch2M Hill PROJECT NO. 321068 CONSTRUCTION MANAGER: Freese S Nichols, Inc. PROJECT NO. FTW05340A CHANBE ORDER NO. Three (3) DATE: November 10, 2006 i CHANGE OR EXTRA WORK TO BE PERFORMED In accordance with previous discussions and negotiations, summarized below are the changes or extra work to be performed in the above referenced project. REFERENCE PCM-003 STRUCTURAL REVISIONS 3a) During shop drawing preparation and review it was found the Contract Documents had several omissions and/or clarifications which were required to properly construct the pump station concrete foundation, columns and slab. PCM 003 modifies the Contract documents to reflect transverse reinforcing steel for the slab of the pump station. Add $ 15,308.32 REFERENCE PCM-004 STRUCTURAL STEEL REVISIONS 3b) During shop drawing review it was found the engineers determined that the top horizontal beam of each wall need to lay over the top of the support column instead of framing into the side of the column. PCM 004 also clarifies miscellaneous structural connection details. Add $ 13,300.03 Total Increase $ 28, 608.35 It is understood and agreed that the acceptance of this Change Order by the contractor constitutes an accord and satisfaction and represents payment in full (both time and money) for all costs arising out of or incidental to, the above described change order. Original Contract Amount $ 6,888,-500.00 Net Increase in Contract Amount (CO#l) $ 24,346.10 (CO#2) $ 172,609.84 (CO#3) $ 28,608.35 Revised Contract Amount $ 7,114,064.29 Original Contract Time for Final Completion 690 DAYS October 7, 2007 Change in Contract Time for Final Completion (CO#1) 0 DAYS (C07#2) 0 DAYS (C(#3) 0 DAYS Net Increase in Contract Time of Final Completion 0 DAYS Revised Contract Time for Final Completion 690 DAYS October 7, 2007 Eagle Mountain Raw Water Pump Station Expansion Change Order No. 003 November 10, 2006 Recommended by Approved by FREESE AND NICCHOLS, INC. ARCHER WESTERN CONTRACTORS By �.�z 1 �` ' /�12yil By a, a'&' / -0 Date Date Approved by CITY OF FORT WORTH,/TEXAS r By /LL A-2 t e Attachments: PCM-003 Structural Revisions, PCM 004 Structural Steel Revisions FoRTWORTH November 10,2006 Freese&Nichols,Inc. 4055 International Plaza,Suite 200 . Fort Words,Texas 76109-4895 Attn.:Mr. G.E.Gay,P.R EAGLE MOUNTAIN RAW WATER PUMP STATION IMPROVEMENTS WATER DEPARTMENT PROJECT NO.P164-060164052004 RE: CHANGE ORDER#3 Dear Mr.Gay: .PCM 003 and PCM 004 have been recommended to the Fort Worth Water Department for approval by Freese&Nichols. PCM-003, dated IAwf 23, 21.0:36 compensates ft.—Cont.—tor an additional $15,309.32 for structural revisions to the pump station. The extra work consists of the supply and installation of approximately tell tons of transverse reinforcing steel for the pump station reinforced concrete slab and a re-detailing fee for the rebar supplier. PCM-004, dated July 11, 2006 compensates the Contractor an additional $13,300.03 for revisions to the roof beam to column,connections. The extra world c.Q$additil: materials for the connection,along with a re-detailing,fee to the supplier. Total cost for the proposed Change Order#3 amounts to$28,608:35, with no additional contract time mquested. Please proceed with routing.Chang Order#3 to the Contractor for signature. Should you have any questions,please contact me at 817.871.8293. Sincerely, Chris Harder,,P.E. Engineering: anager Xc: hWbell Brown,P.E.,Assistant Director Nowzar Dinyanan,P.E.,Planning Engineer Larry Zamzow,P.E.,Texas Water Development Board Project File WATER DEPARTMENT Pwwcuori DIVISION-HoLLY WATER TREATMENT PLANT THE Cry OF FORT WORTH * 1511 11TH Mom * FORT WORTH,Tom 76102 817.871.8258 * Fax 817-871-8410 10 Printed on recycw Paw A C E N T U R Y 0' ':F. S .E R V :I 'C.: E . May 23, 2006 NICHOLS City of Fort Worth Water Engineering Department 1000 Throckmorton Street Fort Worth, Texas 76101 ATTN: Mr. Chris Harder,P.E. RE: Eagle Mountain Raw Water Pump Station Expansion Project No.P 1 64-060164052004 F&N No. FTWO5340 A PCM-W3, Structural Revisions Dear Mr. Harder: Transmitted herewith please find a copy of Archer Western's May 3, 2006 price proposal for the referenced extra work. During shop drawing preparation and review, it was found the Contract Documents had several omissions and/or clarifications which were required to properly construct the pump station concrete foundation, columns, and slab. The major item not shown was the transverse reinforcing steel for the slab of the pump station. The engineer and contractor held several working sessions to clarify and improve the constructability of the work and seek the lowest cost corrections. A PCM was issued to modify the contract documents to reflect reinforcing steel modifications. The cost of the extra work is$15,308.32. No change in Contract Time has been requested. We have reviewed this price proposal and are of the opinion that it is a fair and equitable price. We recommend the City accept this cost and issue a Change Order in the amount of$15,308.32. Please advise if the Water Department desires this PCM be incorporated in a Change Order. Sincerely, FREESE AND�NICHOLS,INC. G.E. Gay,P.E. Xc: Herman Franklin Bob Arms Doug Biglen Chad Simmons Nick Lester file FTW01275A.4.41.003 L:�RHFILTERS�CHANOES�PCMIT?CM 003 Structural Modifications 052306RWMD Freese and Nichols, Inc. .3 Engineers s- Environmental Scientists r 3 Architects 4055 International Plaza i Suite 200 0z Fort Worth,Texas S9 76109-4895 817-735-7300 Fax 817-735-7491 www.freese.com ' Pt1e 814053�011.�.�1.003 PROPOSED CONTRACT MODIFICATION PROJEC•T:.EAGLE MOUNTAIN RAW WATER PUMP STATION EXP PROJECT NUMBER OWNER: City of Fort Worth P164-060164052004 CONTRACTOR: Archer Western Contractors, LTD 205101 ENGINEER: CH2M Hill 321060 _CONSTRUCTION MANAGER: Freese and Nichols, Inc. FTWO5340A PCM DESCRIPTION: Structural Revisions PCM NO. 003 NOTIFICATION TO CONTRACTOR: The Owner proposes to make the additions, modifications or deletions to the Work described in the Contract Documents as shown in Attachment "A". We request that you take the following action within 10 calendar days.- Notify us that you concur that this change does not require a change in Contract time or amount. A Field Order will be issued. X Submit a Price Proposal'with detailed cost breakdown of -labor, materials, equipment, all other cost related to this change and a revised schedule for performing the described change. Proceed with the change. Payment will be made at the unit price bid. Proceed with the change under the time and materials provisions of the Contract. Authorization to proceed with changes must be approved by Field Order or Change Order in accordance with the Contract Documents. By: Date: March 10, 2006 CONMRCTMIS RSSPOWSB: We respond to your request as follows: O We concur that this is a no cost or time change. Issue Field Order. 4 We submit the attached Price Proposal with detailed cost breakdown and revised schedule for performing the described change. 13 We are proceeding with the change at the unit price bid. O We are proceeding with the change under the time and materials provisions of the Contract. By: Date: a 0 ACTION TARED: O Proposed Contract Modification rejected. Contractor is hereby notified NOT to proceed: By: Date: 13 Field Order issued: No. Date: By: C7 Change Order issued: No. Date: By: Y PROPOSED CONTRACT MODIFICATION DATE: April 14,2006 Eagle Mountain Raw Water Pump Station OWNER: City of Fort Worth WORK DESCRIPTION: Changes in Slab/Beam Steel ENGINEER:CH2MHjlI CONTRACTOR: ARCHER WESTERN CONTRACTORS,LTD. Description Qty Unit Unit/Price Labor Material Equipment Subcontracto Totals LABOR St w -�:A4-k A HR $18.00 $0.00 HR $18.00 $0.00 HR $18.00 $0.00 HR $65.00 $0.00 550/6 INSURANCE&TAXES $0.00 15%COMPENSATION $0.001 MATERIAL-,*.f--�'; ,-?,--;L-..,,-.---.,,-.��,r,�,---,.-..,-�-,,,�,-,.�,-,.x,..,;; Rebar Material 10.25 TN $854.93 $8,763.00 Rebar Redetailing 1.00 EA $2,200.00 $2,200.00 $0.00 $0.00 SUBTOTAL $10,963.00 15%COMPENSATION $1,644.451 EQUIPMENT $ SUBTOTAL $0.00 15%COMPENSATION $0.00 SUBCONTRACT. Reber Installer 10.25 TN $200.00 $2,050.00 $0.00 SUBTOTAL $2,050-00 100/6 COMPENSATION $205.00 TOTALS: $0.00 $12,607.45 $0.00 $2,255.00 $14,862.45 GL INSURANCE $267.52 BUILDERS RISK INS $222.94 TEXAS BONDS $297.25 OH&P ON BOND&INS. $118.16 ITOTAL AMOUNT THIS CMR 1 REBAR SERVICE & SUPPLY, INC. QUOTATION ' 1390 Gilman Road P.O.Box 40584 Quote by TIM GRAY Ft Worth,Texas 76W Phone 817-483-4603-Fax 817-483-8418 Phone Fax X 'YOUR REBAR FABRICATOR* Verbal to Company ARCHER WESTERN Date 415/2006 Address Phone 817=238-7109 Attenboi SUZANNE DAWSON Fax 817-238.-9022 Project EAGLE MOUNTAIN WTP Address RE-DETAILING OF THE PUMP STATION STRUCTURE DUE TO REDESIGN TOTAL $2,200.00 Prke hrahides elyded Items: Supports for Excludes Net 30 and subject to 1 1/2% on unpaid balance. (Acceptance by contactor will be understood to be contingent upon project being awarded to contractor.) Your cornmertts Date Taxable? Yes No May i0l 06 06:32a Rebar Service & Supp18 Ca (8173483-9418 RESAR SERVICE & SUPPLY, INC. QUOT'AMON 1390 GAMan Road P.O.Box40W4 Quote by MM GRAY FL WbA Texas 745140 Phone a't748346M Fax Si7-M-Ul8 Phone Fax' X WURR®ARFisHR!'C.ATOR" Verbal 10 ti Ccmpany ARCHER MSTERN Date M17f2006• Address Phone 817-238 7'109 Attenfior SU7JkNNE DAVVSON Fax OV 238-9022 Pmject EAGLE MOU TA1N WrP Address relea# GI-10 b • APPROX 10-114 TONS REINFORCING FROM RE-DETAILED PUMP STATION ADDITIONAL WEIGHT TOTAL $8,763.00 Price indudes&dad ib mm supports far Excludes: Net 30 and sub/e:t t01 112% on unpaid bWarx . (Ac�pffince by conrtmctor wiA be understood to be con#ing"t upon pM ect being snardbd to chi;) Yarn canunenft c E Yes No Date Taxable? i LETTER OF TRANSMITTAL (Pkme3) FREESE-fViCHOLS TO: Archer Western Contractors,Ltd. DATE: March 10,2006 2121 Avenue J, Suite 103 PROJECT:EAGLE MOUNTAIN Arlington,TX 76006 RAW WATER PUMP STATION EXPANSION ATTENTION: Jeff Polak PROD.NO: P 164-060164052004 F& N NO: FTW-05340 A .:J*fCy,. s•'ieM^;;•" k :. +""� a*' y f .rw r ^s '.m• .fi .s Y s;._... •1 v ` x�a47"x "Yis:kYZc�t'. .x.•s.�. •'rt 7L' .'jxr:&�' S iA; �i`'ar. P .:,�dy..`., '2 Y �t i �.,�,+ '• -_-+ '. :r y w :. ..£� d.•9t a'4'r§ "-r.x.:r JV 'k"*try .c'?:4. �;,r a.�. .1�;�.}a�� ,�< .�F'.+ ;'C�� S :: �n >..`,;.:i..;x. .�S�l.�... .,�',�.°F.i.� ..H..;�r 'A,..,r n-� '•��,w>aw t1'.�ik,i�: .(3�: ❑ Daily Construction Reports ❑ Plans ❑ Specifications ❑ RFI No. ❑ CMR No. ❑ Addendum No. ❑ Memo.No. ❑ PCM No.003 D. Change Order No. ❑ Field Order ❑ Pay Req.No. ❑ Submittal No. ❑ Other �'l •.;A'.'s"4y f2 5•j,7,£.N 5.,r� MntiF u .t'r Hi".; ..,b� .. o - •F•.•fi.66k1S�evy,,y K Cy`:.,k°.fry:.,:YM x�L ��n'i�^.-„�/t�x 'rf' �i) \y•FSp Y i"z y+'} $�.'L. h L3 XR�f: � +Ti "H 1 PCM 003 Structural Revisions �'=Kh +.. .:r .s 4 e lA . 7 ❑ Use 0 Review&Comment ❑ Information ❑ Approval 0 Distribution to Parties ❑ Response ❑ Record ❑ Other Remarks. PLEASE SUBMIT AS RECORD DATA DISTRIBUTION REVIEW NO SENT TO N SENT TO DEPT BY SENT RET D. 0. 1 Chris Harder 1 Nick Lester 1 Herman Franklin 1 FTW 05340A 4.41.003 RA aWS\ADMIN1Construction Services WORD FORMSIAE FORMS\CorrespondenceTETTER OF TRANSMITTAL.doc By afte as+a��on:�.ts.oas PROPOSED CONTRACT MODIFICATION PROJFSCT:FAGLE MOUNTAIN RAW WATER PUMP STATION EXP PROJECT NUMBER OWNER: City of Fort Worth P164-060164052004 CONTRACTOR: Archer Western Contractors, LTD 205101 ENGINEER: CH2M Hill 321068 CONSTRUCTION MANAGER: Freese and Nichols, Inc. FTWO5340A PCM DESCRIPTION: Structural Revisions PCM NO. 003 NOTIFICATION TO CONTRACTOR: The Owner proposes to make the additions, modifications or deletions to the Work described in the Contract Documents as shown in Attachment "A". We request that you take the following action within 10 calendar days: Notify us that you concur that this change does not require a change in Contract time or amount. A Field Order will be issued. X Submit a Price Proposal with detailed cost breakdown of labor, materials, equipment, all. other cost related to this change and a revised schedule for performing the described change. Proceed with the change. Payment will be made at the unit price bid. Proceed with the change under the time and materials provisions of the Contract. Authorization to proceed with changes must be approved by Field Order or Change Order in accordance with the Contract Documents. By: Date: March 10, 2006 CONTRACTOR'S RESPONSE: We respond to your request as follows: ❑ We concur that this is a no cost or time change. Issue Field Order. ❑ We submit the attached Price Proposal with detailed cost breakdown and revised schedule for performing the described change. ❑ We are proceeding with the change at the unit price bid. ❑ We are proceeding with the change under the time and materials provisions of the Contract. By: Date: ACTION TAKEN: ❑ Proposed Contract Modification rejected. Contractor is hereby notified NOT to proceed: By: Date: ❑ Field Order issued: No. Date: By: ❑ Change Order issued: No. Date: By: PUS Pl11058lDn.4.tI.UN►3 PROPOSED CONTRACT MODIFICATION PCN-003 ATTACMdT A PROJECT:EAGLE MOUNTAIN RAW WATER PUMP STATION EXPANSION PROJECT NUMBER OWNER: City of Fort Worth P163-060164052004 CONTRACTOR: Archer Western Contractors, Ltd. 205101 ENGINEER: CH2M Hill 321068 CONSTRUCTION MANAGER: Freese and Nichols, Inc. FTW05340A PCM DESCRIPTION: Structural Revisions PCM NO. 003 The Owner proposes to make the following additions, modifications or deletions to the work described in the Contract Documents. Authorization to proceed with these changes must be approved by Field Order or Change Order in accordance with the Contract Documents. Re: Modify Pump Station Foundation, Support Columns, Beams, and Slab Structural Details. These modifications have been developed during shop drawing reviews, RFI responses, and response to Contractor's• constru,ctability suggestions. The attached CH2M Hill March 9, 2006 memorandum and attachments describes in detail the modifications to the contract drawings. 1. Replace Sheets 30-S-1, 30-S-2, 30-S-6, 30-S-7, 30-S-7A (Added Sheet) , 30-S-7B (Added Sheet), 30-S-8, 30-S-9, 30-S-10, 30-S-11, 30-S-12, and 30-S-19 with the attached sheets. 2. Revise your record drawings as appropriate. By: �� Date: March 10, 2006 1 ' MEMORANDUM CH2MHILL Eagle Mountain Raw Water Pump Station Improvements Structural Revisions (PCM-03) TO: Ted Gay/Freese&Nichols COPIES Chris Harder/COFW File FROM: CH2M HILL DATE: March 9,2006 PROJECT NUMBER: 321068 Attached to this memorandum are reissued structural drawings and a summarization of the changes associated with each drawing. The reissued drawings are the result of the incorporation of past RFI responses,our internal structural review,and recent structural constructability coordination meetings held with the Contractor. Please have the contractor prepare a price proposal with a detailed cost breakdown of labor,materials,equipment,and all other cost related to these modifications. Some of the modifications will result in a credit and the cost breakdown should reflect those items as such. FTWP:1FORrA'ORTHTXCI7YOF13210681RWPS SDCPC"3.DOC 1 COPYRIGHT 2006 BY CH2M HILL,INC.•COMPANY CONFIDENTIAL Eagle Mountain Pump Station PCM-003 -Description of Structural Drawing Updates March 8, 2006. Sh.30-S-1 1.Revised top of pile cap elevations at grid 3A, 3B and 3C to El.603'-0"per GC request. 2.Added top of concrete column elevations at all column locations.Changed note 2 designation accordingly. 3.Added column mark at Grid C2 per RFI#005. 4.Added two piles at grid 3K per RFI#006. 5.Added Retaining wall to show expansion joints between building foundation elements and retaining wall. Sh.30-S-2 1.Pilasters and Slab Blockouts:Provided details at all column base conditions.Details are placed on sheets 30-S-7,30-S-7A(new),30-S-B(new).Detail references were added to column size callout.Revised note 4 designation accordingly. 2.Revised construction joint layout per submittal SD-03251-02 to be two placements with joint 5'-0"east of grid F.Removed previous joint locations accordingly. 3.Added interior grade beam spacing from grid C to grid K and grid 1 to 3. 4.Added detail reference 5/S-30-9 at grid F3 to detail cantilever beam condition that occurs at grid 3D through 3J. Addresses RFI#031. 5.Added detail reference 4/S-30-9 at grid B3 to detail cantilever beam condition that occurs at grid 3A through 3C.Detail reference also added at walkway beam on west side of building. Addresses RFI#031. 6.Revised scheduled beam marks to correspond to the revised schedule and plan issued by hand by Frank Griffin. Beam schedule on 30-S-8 revised accordingly. 7.Added slab span symbol to indicate direction of primary slab reinforcing.Added note 9 accordingly. 8.Added landing at mandoor entries to electrical room(2 locations)to account for 6-inch change in slab elevation 9.Added 10 mil vapor barrier at Electrical Room grade slab. 10.Grade Beam at grid C is centered with grid rather than offset to accommodate edge of 611'- 6". Modify 1 and 2/30-S-10. Eagle Mountain PS—PCM 003 March 8,2006 Page 2 of 3 11.Added section 7/30-S-10 at grid J to show 24-inch to 16-inch slab transition at Grid J.Also, added notes on plan indicating slab thickness at grid J. Sh 1.Detail 9:Added pile per RFI#019. h.30-S-7 1.Detail 1:Added optional pile cap to column dowel and splice. 2. Detail 2:Added column to beam dowel per request. 3.Detail 3,4,5,6:Replaced detail with corrected detail. 4.Detail 7:Added new detail for perimeter base condition at Grid 1:1)thru J. 5.Detail 7A, 7B:Added new section. Sh.30-S-7A and 30-S-7B 1.Added sheets for column base details. These incorporate items from 02/24 discussion. Sh 30-S-8 1.Added revised final beam schedule.Clouded changes are changes since the hand sketch issued changes by Frank Griffin. 2.Detail 4:Revised typical scheduled beam deteail to show 6"clear dimension to top reinforcing stiffup and removed reference to double layer reinforcing. Sh 30-S-9 1.Detail 1:Detail was not used and was removed. 2.Detail 2:Revised slab schedule diagram to show correct bar arrangements and to simplify. 3.Detail 3:Added reinforcing direction arrows and temperature steel per RFI#014.Removed columns not used to simplify. 4.Detail 4 and 5:Added details for primary floor beam cantilever reinforcing arrangement at the south walkway. See items 4 and 5 under Sh.30-S-2.Also addresses response to RFI#031. Sh.30-S-10 1.Details 1 thru 4: Revised detail to incorporate changes previously discussed.Changed"FRP" grating to 1"galvanized grating to match plan callout. Eagle Mountain PS—PCM 003 March 8,2006 Page 3 of 3 2.Detail 5:Renamed to detail"5"from previous"4".Added masonry dowels and 2"curb condition for ease of field reference. 3.Detail 6:Added door landing section. 4.Detail 7:Added section to address transition in slab from 24-inch to 16-inch. Sh.30-S-11 1.Details 1:Added dowel from paving to slab @ door.Removed horizontal beam cj. Revised beam top reinforcing location. Showed slab reinforcing. 2. Detail 2,3:Added masonry dowels and starter curb reference. Removed horizontal beam cj. Revised beam top reinforcing location. Showed slab reinforcing. 3. Detail 4:Added masonry dowels and starter curb reference.Removed horizontal beam cj. Added walkway NS reinforcing extension into primary slab.Revised beam top reinforcing location. 4. Detail 5:Added landing at door.Removed horizontal beam cj.Revised beam top reinforcing location. 5.Detail 6:Added masonry dowels and starter curb reference.Removed horizontal beam cj. Added vapor barrier reference. Revised beam top reinforcing location. 6.Detail 7:Revised starter curb reference and beam reinforcing top bar locations.Revised beam top reinforcing location. Sh.30-S42 1.Detail 1:Added slab reinforcing callout.Deleted misc reinforcing not required.Modified top of concrete elevation callout at base of slab.Added thickness of slab at bearing condition per RFI#028 2.Detail 2:Removed horizontal beam cj. 3.Detail 3:Added stair slab dowel to walkway.Added callout for abrasive aluminum tread. Sh.30-S-19 1.Details 1,2,3:Removed embed plate and headed studs.Showed slab blockout. 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M00.1 =11008 y F IM& KMPIAT2 Karim _ 1 a 1 4 1 e s A a"�10z ' rcewm xuMY1°""w.a 6 gui� . . nooeeaw aewww eaeeamue 1 BE /dTAPPXMCXBW 2 sgWw&wAy MT— QMe i m00Mp' ',aerae mew, ea3-t,, T wRixww .enna @ aan,w auu. c3G�;, wenenrn nws r"""a 16 ..Aw.n..oM �. amrwrw. .u+ar 4.. na�er',�arciw xoernrm ° anoen.rae a n�rcns 8 'MT 3 nNa N u�r.ri 4,mw — F 11101 R ewa A � _ e PUMP NET 61 vwr"tl10N FORT WORTH rEM�tMPA AnoN C�nHru. Wa�KW�T CONCRETE SECTIONS PT2DW r i�VMM AND DETAILS III a►,t e�rmoe "m CY1T! SON N ftww1=w=fty. PAW =100a yFLMVML Ptmmm RmT t t s s ©o nn m. WaM �'m' uvenn A w�unNoa 0 arc-Nuuw rms.� m.Ir •�{ M i wclul 0.a'1CiAiN�0io1 Ncp�nniawA al.aaur wl Mnlplm�c I.®marram�oa WE/IIMnr4moar. 19ROltAaMAl1 �mi161Y1lm11pq�11YA�TMFM1alYpRnM memo AA1110V1.IPapP11W Atl!/mI11�01iW.a11S�111�CfM11mY.IIX 1 2 3 4 o 'coNlaEc'nrno oEtAn o m-•• mc� m..... m�r+a 0 waoarwa�• aco' aevM J c asreum 5 N E N V oN Typim OflAR meo.0 mmYe merw Ea n�ysq NY�rN D a f101Y�i�OOa IMb14 fOM PLWSTATION pIFRf Ee EAM 4Am Na G..7aE I�Iowpao l tlar a �a�NsD�iApaaofBN�iotll`g*Nli .� FoKrwoxrx «rynE+�rx a�vEN BEwlMrt«RaA w WC ECi2MHiLL WATER KMV 97A704 DETAFLS OEMwiDi �9Ui&ROtroo PRDI axloe9 PLEMM "WORM rums m FoRTWORTH November 10,2006 Freese&Nichols,Inc. 4055 International Plaza,Suite 200 . Fort Worth,Tom 761094895 Attn.:Mr.G.E.Gay,P.E. EAGLE MOUNTAIN RAW WATER PUMP STATION IMPROVEMENTS WATER DEPARTMENT PROJECT NO.P164 W164052004 RE: CHANGE ORDER#3 Dear Mr.Gay: PCM 003 and PCM 004 have been recommended to the Fort Worth Water Department for approval by Freese&Nichols. PCM-003,dated to ay 23, 2Ou6 compensates ft Col 3V Wl an oftonal $15,309.32 ftr structural revisions to the pump station. The e)*a work consists of the supply and installation of approximately ten tons of transverse reinforcing steel for the pump station reinforced concrete slab and a re-detailing fee for the rebar supplier. PCM-004, dated duly 11, 2006 compensates the Contractor an additional $13,300.03 for revisions to the roof beam to column.connections.. 11e extra work consists.of add#i l: materials for the connection,along.with a re-detailing fee to the supplier. Total cost for the proposed. Change Order#3 amounts to $28,60835, with no additional contract time restord. Please proceed with routing.Change Order#3 to the Contractor for signature. Should you have any questions,,please contact me at 817.871.8293. Sincerely, Chris Harder P.E. Eng_Weering..Manager Xc: Maebell Brown,,P.E.,Assistant Director Nowzar Dinyarian,P.E.,Planning Engineer Larry Zamzow,P.E.,Texas Water Development Board Project File WATER DEPARTMENT' PRODucnoN DNISION-HOLLY WATER TREATMENT PLANT THE CM of Four Wom * 1511 11TH AvENuE * Fou WoRrH,Texas 76102 817-871-8258 * FAx 817-871-8410 panted*n cecycW wvw A C E N T - U R Y O F S E R V I C E op*i' FREESE-NICHOLS July 13, 2006 City of Fort Worth Water Engineering Department 1000 Throckmorton Street Fort Worth,Texas 76101 ATM: Mr. Chris Harder,P.E. RE: Eagle Mountain Raw Water Pump Station Expansion Project No. P 164-06016405 2004 F&N No. F I W05340 A PCM-004, Structural Steel Revisions Dear Mr.Harder: Transmitted herewith please find a copy of Archer Western's July 11, 2006 price proposal for the referenced extra work. During review of the structural steel building fame shop drawing, the engineers determined that several modifications were required. Essentially, the design was modified to have the top horizontal beam of each wall to lay over the top of the supporting column instead of framing into the side of the columns. Miscellaneous structural connection details were also clarified. The cost of the extra work is$13,300.03. No change in Contract Time has been requested. We have reviewed this price proposal and are of the opinion that it is a fair and equitable price. We recommend the City accept this cost and issue a Change Order in the amount of$13,300.03. Please advise if the Water Department desires this PCM be incorporated in a Change Order. Sincerely, FREESE AND NICHOLS,INC. ':& G.E. Gay,P.E. Xc: Herman Franklin Doug Biglen Chad Simmons Nick Lester file FTW01275A.4.41.004 L:WdUiT,TERS\CHANGES\PCM\004STURCTURAL STEEL REVISIONS 071306 RECMD Freese and Nichols, Inc. AA1. Engineers IN Environmental Scientists �� Architects 4055 International Plaza ;Ni Suite 200 2 Fort Worth,Texas S1 76109-4895 817-735-7300 A:? Fax 817-735-7491 www.freese.com File M05340A.4.41.004 PROPOSED CONTRACT MODIFICATION PROJECT:EAGLE MOUNTAIN RAW WATER PLIMP STATION EXP PROJECT NL44BER OWNER: City of Fort Worth P164-060164052004 CONTRACTOR: Archer Western Contractors, LTD 205101 ENGINEER: CH2M Hill 321068 CONSTRUCTION MANAGER: Freese and Nichols, Inc. FTW05340A PCM DESCRIPTION: Structura}.Steel Revisions PCM NO. 004 NOTIFICATION TO CONTRACTOR: The Owner proposes to make the additions, modifications or deletions to the Work described in the Contract Documents as shown in Attachment "A". We request that you take the following action within 10 calendar days: X Notify us that you concur that this change does not require a change in Contract time or amount. A Field Order will be issued. Submit a Price Proposal with detailed cost breakdown of labor, materials, equipment, all other cost related to this change and a revised schedule for performing the described change. Proceed with the change. Payment will be made at the unit price bid. Proceed with the change under the time and materials provisions of the Contract. Authorization to proceed with changes must be approved by Field Order or Change Order in accordance with t e Contract Documents. By: Date: June 8, 2006 CONTRACTOR'S RES SE: We respond to your request as follows: ❑ We concur that this is a no cost or time change. Issue Field Order. 6K We submit the attached Price Proposal with detailed cost breakdown and revised schedule for performing the described change. ❑ We are proceeding with the change at the unit price bid. ❑ We are proceeding with the change under the time and materials provisions of the Contract. By: Date: 7'// 01.0 af all ACTI N: ❑ Proposed Contract Modification rejected. Contractor is hereby notified NOT to proceed: By: Date: ❑ Field Order issued: No. Date: By: ❑ Change Order issued: No. Date: By: 1 File FTM05340A.4.41.004 PROPOSED CONTRACT MODIFICATION PCM-004 ATTACHMENT A PROJECT:EAGLE MOUNTAIN RAW WATER PUMP. STATION EXPANSION PROJECT NUMBER OWNER: City of Fort Worth P163-060164052004 CONTRACTOR: Archer Western Contractors, Ltd. 205101 ENGINEER: CH2M Hill 321068 CONSTRUCTION MANAGER: Freese and Nichols, Inc. FTWO5340A PCM DESCRIPTION: Structural Steel Revisions PCM. NO. 004 rn The Owner proposes to make the following additions, modifications or deletions to the work described in the Contract Documents. Authorization to proceed with these changes must be approved by Field Order or Change Order in accordance with the Contract Documents. Re: Modify Pump Station Structural Steel Details in accordance with the attached CH2M Hill May 9, 2006 structural drawing updates and attachments. These details describe the modifications to the contract drawings. 1. Modify Pump Station structural per CH2M Hill's correspondence date May 9, 2006, copy attached. 2. Revise your record drawings as appropriate. By: �. Date: June 8, 2006 2 PROPOSED CONTRACT MODIFICATION DATE: June 5,2006 Eagle Mountain Raw Water Pump Station OWNER: City of Fort Worth WORK DESCRIPTION: Structural Steel Modifk,afions ENGINEER:CH2MHill CONTRACTOR: ARCHER WESTERN CONTRACTORS,LTD. Descxi CRY Unit UnWPrice Labor Material E u Totals Add 14 bolted corm.In W 12 x 19 beam splioes 14.00 HR $18.00 $252.00 Add ght beams at K-3V angle,epoxy anchors, 18.00 HR $18.00 $324.00 bole In two ea.W16x31/C12x25 4.00 HR $18.00 $72.00 Delete Wind Braoe 7 4.00 HR $18.00 $72.00 Add bridge embed plates 2.00 HR $18.00 $36,00 k*W Intel angles x V-5 ea.w/epoxy 20.00 HR $18.00 $360.00 6xe le x 38'-1 ea.w/epoxy anchors 8.00 HR $18.00 $108.00 Field weld to top of double angle at 10.00 HR $18.00 $180.00 $0.00 66%INSURANCE 3 TAXES $693.00 16%COMPENSATION $292.95 La For $0.00 Mist Metals Hems added 1.00 LS $1,330.00 $1,330.00 in submittal review $0.00 Stnx:hxal Changes $0.00 Redetalko 1.00 LS $2,600.00 1 $2,600.W Material 1.00 LS $2145.00 $2,145.00 Shop Labor 1.00 LS $2,145.00 $2,146.00 $0.00 small Coals 70.00 mh $2.00 $140.00 SUBTOTAL $8,360.00 15%COMPENSATION $1,254.00 Cat 330 0.00 hr $200.00 $ IT 938 0.00 hr $105.00 $ Rammax 0.00 hr $60.00 $ $ SUBTOTAL $0.00 15%COMPENSATION $0.00 Masonry-Bond Beams 1.00 LS $357.00 $357.00 Welch 12.00 HR $50.00 $800.00 SUBTOTAL $957.00 10%COMPENSATION .$95.70 TOTALS: $2.245.95 $9,614.00 $0.00 $1.052.70 $12,912.85 Bonds a kukrance $387.38 TOTAL AMOUNT THIS CMR 13,300.03 Eagle Mountain Pump Station Description of Structural Drawing Updates — PCM 004 May 9, 2006 Sh. 30-5-3 1. Deleted section marks on Grid C per RFI# 1. 2. Called out Bridge crane stops at the ends of Bridge crane girder. 3. Added new details around the Mezzanine Slab at Grids 1, 3 and A. 4. Added Girt along Grid K to brace the CMU wall.New section mark 6/30-5-15 added at this location. 5. Removed wind brace at Grid 3 between grids H &J (WB-7)and at Grid 1 between grids A& B (WB-4). Sh. 30-5-4 1. General: Revised roof beam framing from simple span between columns to drop-in beam system at Grids 1 and 3. 2.New typical detail referenced at top of column at grid G/l. 3. Typical drop-in beam splice detail referenced at grid F/3. 4.New detail referenced for beam framing condition at Grid C/1 and C13 5. Corrected wind brace sheet references in plan note no. 2 6. Removed wind brace at Grid 3 between grids H &J and at Grid 1 between grids A&B. 7. Added TOS elevation at Ridge. t Sh. 30-S-15 1. Detail 1: Additional information included for clarification. 2. Detail 2:Revised detail to reflect actual framing conditions. 3. Detail 6: New detail added for girt connection at grid K. Sh.30-S-16 1. Detail 2: Additional information included for clarification. 2. Detail 3: Detail deleted since this detail is no longer applicable. 3. Details 4 and 5: New details added for perimeter condition at mezzanine. Eagle Mountain PS May 1,2006 Page 2 of 2 4. Detail 6: New detail added to show sloped roof beam framing at column condition. Sh. 30-S-17 1. General: Bridge crane support shown on wind brace column elevation for clarity. 2. Detail 3:Wind brace configuration revised to account for wall brace girt per 6/30-S-15 3.Detail 4:Wind brace WB-4 is not used—bracing deleted. Sh 30-S-18 1.Details 1 and 2: Revised wind brace diagonal members' axial forces. 2.Detail 3:Wind brace WB-7 is not used—bracing deleted. 3.Detail 4:Added new typical detail for drop-in roof beam framing at columns. Sh 99-S-5 1.Detail 9: Revised detail at mezzanine edge to simplify slab edge connections. a a 1 s 1 a e A 8 C D E F G H J K xnr m m r o� �-B-a► I Ag I ;tw� 1 _ 6 ff 1• pe 8 9 1� 1 99-S-5 I I ® 1 I B-s-e r � .oats a6 ao-s-ts BI m 4 BLL� 3 JO t �'so- re m w s s► W�xa MEZZ ZANINE & BRIDGE CRANE FRAMING PLAN I'_11 @ plan true a "'-o north north �. nwcn.�.�axemnv�.,vvco.mnxxux. >mrmn twu r.outm nx.ox wt mmon.uaisnxvc.w.rwra.wBwan. FF aiaaa�r. yQ a e mu�amwaro..rtxuw.a i� r..vami�mae..am mr�v euy__eo±__ a m Bxuew ® as MWnoRin B 4 axax imBB ua Q VBUW f ME PUMP STATON WA*T Q - CH2MHILL FORT WORTH �, ME OLKLAHMW MEZZANINE&BRIDGE I]NR1 suss a� pat e x r°xor+.�aN WAIERP"STATIaN CRANE FRAMING BAre aevrmas e axe "'°' nBaatar.Anusr a•."i'w�l PLAN '�_ N0. UA7E REVI9p1 BY APVD rJLLEt.VmI01Nlr. /R61 121t)0e F9.FB1xM1@ Px.OfGiE PLOTTYE 1 1 ! + • 0 A B C D E F G H J K ar ur A 2 0 I 0 m m Q i " $' z ' I I q1 w-s-is e I I fl k I I 1 i I I.oae I I I i ROOF FRAMING PLAN �11 plan true n .o north north „�.o�aa"s.o' ■wa..a+..■..•.xc I � - ROOF DIAPHRAGM KEY PLAN�21 .13. 30-s" plan true �■ g north north o • ��++��+�w ,..sue.....•.• •,N.,,,■..:...am.o.w is'wunm®rt� V9tlFY•fNE WMP srATaN �Igi a7 R ""�■°'■"°'°" FORT WORTH aiycFF awoRTH g ,w, e��r eAcxt�alMrul•ur ROOF FRAMING dA° uss a CH2MHILL -- — 3 Y FM•f•1■NOIIWI WAT3t PlA@SfATON PLAN GATE 8EPf 7006 �� ■0. MTE RFA7B1011 ry MJTMIBAC�o01■•IOLY. •-�' MEGI lR1089 y iYi1MY@ RL1r GAiE: M°7TY2 t1 2 a 1 { E B t 0A11�PlrrallarYlr1161arllOil4Mtw(•r F T T C aeraarnsl rw`!•MP4,l m..ora..w.—.rmws. x aw �.viun"�`im.�.mrr. wAPPor - • atcwAmo '`w.urs,�wm•—ar"�""vr,aieuawn r 4 r� ArwNtawaO•nrmAMman,a5rra,w•�r 6fRY.rsA'�` Saa e` isnau�r r I A rn-S 4 awAu 9 e•.o am•r®Prw.m.w..mrolwew.raW..r I. NOP20 IUMrAOPrRMoarrYYter1O[TrorxP roTY m mllmolY yy,,,� as/t>OmEmaw�uwlrrr�PrurM4m•rTrwrmr I� q��� ��� � Y rR.rY.rmYrriL taoAwrramraremrrom LwfrsvRlPF rYLaf r.rr tiLta P wlrpaPWaw•r�9��rrm1 aT.vm pp wNrtiACrlml�IO�vaTgrA� rgQi ♦!R ��A NIWLOALf. O pav6wrom` �raMaY.pYLrr4•wrQwrCPlrpr•m/NRw rmdwwluLwaLLrar A l.rE—r��ppMNOlmaaTMBgPrraM• SAit �� 2 MILL Mi&SQNRY DOWEL DETAIL 3 mmcmUBARPCE IAMENTm7ALL z .•wrar...r. �r�r. ro—a 1 rew.ALCMUWAU RLEINFORCM DETAIL DOWEL SCHEDULE aws e.._.« Lff3 IIIis Jim wxo W aoaaomlar•rmva•aMi+mxoortuu r� `�gumi®oro Maoq�aimM W` 'e mlror r W r.r•Parr LOAM W Sq�wa�nw PwrrrxrPaoe•n�r W i0 wyr w 40o s lar nfm�elwesNpRirrau•oglr L w.4/o[Yro�fa70arlaatrm_ 4 rfPM aMI UNTEL OETALL 5 TYRHLgAUIDNOSENA 6 1YPICALCDRNERSARSATBDNDWAW0FfAIL ro ro.�. ra�a rig ADNELVEANgr0R Np16S t_Amrw.reee•rr.dn Md+a .aro•AVlaatrAr. _._ ill;! i IaPr.•M•rN•rerorr,a.rror.wrNar. a,mld.rr11e01 N prlar rdv bPb•n wW mNmarAa rMrA4 AMrbWorW w 1yI12 �aaa•,�b rrrn.rdtYr Owwrriaa lovdom rasmm wtlw•lMwWorr F� rafPYA w.Jdmla.naArrYiaCAw+A•. _�. 2 p, ;�. a•�Iro•Y�i0lwwbsdrYbTA•r.r uamiie ^11p'L uaa ruwmratmmanmr .�•rn.r..a.r•�dr•ri•rYlrpl•ab aa.s• arlrsGr�erp ur.wNN,. R[ �_ _— l NdafiY,Nrlwll>•Iarda.MYaMhmrrrr! fig [1r1'— OAIAiCP•Ir4bObM.TSativaT _ -vY®-- — _— -- rramwarorr S Ntlr••l Nar•rrla�irOrrwlM•prA 8J9Ti-.� .wersarur .- 1 IIOIrYm—dlr are.ro.r.water P Igr•rwrrrYErllw,rlgrNlrn �l .•sab..ma wrP.PaM!w.r:r oNl, rPrnavrardt.rmbwmw�mn pea. r�ir.wt TYPIC LADHESNEANgIDRDETAIL waarra m000lAEw Mata6 8 FORSOLIDL MA60NRV „� ,,,a,o, •""mw6"a —� hw rrIRPVrr ! �P s IW Pr,r wrf 'a•• r.OraMldTarNraalrP. Sfrt ar/'IYm •AUM`Pmr"co —r a w.roLralMPWa Immom Q a o yw"yay10"wrw�p� MID UPAR ! rALL 9 o`aw•lM�f� 10 TrM G1LP PE PENETRA,ION DETALL 11 T]�PM67EPW BOND SEAM DETM �r R M 'tif L VFFtlfYSCALE PUMP STATION Foxx WORTH w -6 a:ne` 0•" M P�iAa.E-Mawrur w,w TYPICAL MASONRY ww BBs� CH2MHILL '— ^— WATpt PUMP � $ECTIONS AND DETAILS Kre sErTmoe bua `� n..•IQrAn.ar — r.A ND. DKTe REV1610N sv rAl>fAtl7b•••piN. �,,, PRDJ aztroe FLEN"m wI.rTO TQIE : a + a a %a�wyw I .wfw A i�i .wacaunew �:aart® ��.. flwlD BI .Ar / 1tlM9 rMNFM 1M11 A o�.,R w ~.Nsa BnnaB �.oaiw 2 eio WALL CONNECIfON DETAIL 63 SnM LW7&MALATCVERHEADDOOR W MTF NrNISWIA �tlrt� tluwu .awrnarioc K �e u.Ywmrt. FAl1EDMRiNLV.) _ • YMM'S B w<m. C� W14IA'N! IIB.CW91lDE cumur:ee,s<,,u �: u�DdeBFAPNBMtE �� N6v@,rNFKN mrawrmx 4 TUBE STEEL LINiEI. BEMB16 DEfNL Q sc+c�vr.�v ((qq 5 cursmN-%w AN%E DETAL `` 3' -yi - A ra sD.uFudlo lournm � D 8 ou+we emnun noia Wiu�cu. `we"m. Iv.oen wr ti aeo. f ricer' : YHtlFY BONE PUMP STATION fllli 51 W1N01lBBilDN Fwrr Waxrx emaF FORTwaTrx CH2MHILL '�'"'�""R""' SAND DETAILS I DIhO 36S-tE ._ ` wATFnMmN AND DETAILS I uATE SEPrmBs F"SIOH BV BWSAwmiplr. Li •"�`1 ' i u PNpI 3210BB FLENIIM PLOTDATE PIDrnNe TOM=** ioWO�Wtld�mM�101 �WNGb�1'a� �017ti0YNg83GQer,6'I3a3111�v � �u9vrJOD ioaerau < ■ u n H ed 8 Z= o o ® `1, HIS 1 go Ito i® 1 a - H M 4� N 3 c now , I ' it i [ t 3 0 u:��sNso/so si-i wv�sa-�o�i:oe�n� 3 ] ♦ 10 A t m zooz m WINDBRACE WB-1 WINDBRACE WB-2 WINDBRACE WB-3 WINDBRACE WB-4 (41 s b We,o�4 I I L � E PUMPsTATON FORT WORTH ^0f W '" '0°�'�� e ="=MRAW WINDBRACE Imiacrw ao.e-n AONRD El ,�. d . ; .__..�,• CH2MHILL — WAT9t TSKX, EIEVAIIONS I M7E sePrmas No. MTE IiON aT APw .o,�aonwnp. PPOl 3210E! c FKJO"a -MM PI.OT7LM s s 1 . 1 s a A 9 Pv,u. gw I A a m 'oo o''A m sm • A p m WINDBRACE WB-5 r11 WIND RACE WB-6 �21 WINDBRACE WB-7 �31 ,p•_i,_o- w-s-s Vv-r-o• ao-s-s ,/.•.,'-o• aavaww. m�.sT.nacar+°n m'�`ewim�w�in• . snuwxs.euem... , mwr.vm.a..owun..m.omn.. TYPICAL COLUMN CAP PLATE m TO BEAM CONNECTION DETAIL �1 6 Ja�\4 r E PUMPS ATKA '�snnm w\y�lt. N@7 6T R °°°me°µ'"� CH2MHILL FORT WORTH WINDBRACE + W'0 wATPn PuuP srAna ELEVATIONS It °ATE sEPrlaas No. °ATE �nmaN ar .s.��caa.AO'o�.. •"r�' raa ss5°® FKBAW PLOT°Tw PL°fTY@ Y SUBMITTAL REVIEW COMMENTS CH2MHILL DATE: May 9,2006 PROJECT: City of Fort Worth Eagle Mountain Raw Water Pump Station Improvements SUBMITTAL NO.: SD-05120-01 PROJECT 321068 NO.: SPEC SECTION: 05120 REVIEWER Chris StoUAji ali Kariyarveedu NAME: DESCRIPTION: Structural Steel PAGE: I of 1 SUBMITTAL TYPE: ®SHOP DRAWING ❑SAMPLE ❑INFORMATION ❑ 1. APPROVED ❑ 5. REVISE&RESUBMIT -R-ubnrittal required ❑ 2. APPROVED AS NOTED ❑ 6. NOT SUBJECT TO REVIEW ® 3. PARTIAL APPROVAL—RESUBMIT AS NOTED RmAmnittal required RELATED NO. COMMENT SPEC PARAJ DRAWING# 1 Revise slab edge condition at Mezzanine per revised details 4& 5/30-S- 16, and 9/99-S-5 2 Windbraces WB-4 and WB-7 are deleted per revised drawings. 3 Add New girt beam at grid K per detail 6/30-S-15 and revise windbrace WB-3 configuration per revised 3/30-S-17 4 Roof beam framing along grids 1 and 3 have been changed to drop-in beam system per revised drawing 30-S-4. Revise Beam lengths and column heights accordingly. 5 See attached shop drawing submittal for additional comments REV 03102 Form 299SR v SUBM(T IAL DES:.RI PP.0hk CONTRACTOR'S SWAMP 205101 Archer-Wastem Contractors.Ltd.has reviewed this submN,ta/for conibrmance with all applicable contract documents including plans and specir atlons as modRad by addenda.change orders end gold orders. This review Is to assist the subcontractor and in no way releases him from any of his obfigalfons under his contract with Archer-Western Contractom Ltd No uWwr of the rasponst ty for taldng field measurements is granted by this review nor does Archer-Western Contractors:Ltd.Ioke or guarantee such measurements for subcontractors. No dyne extension shag be granted due to the subcontractors refusal or failure to meet the above mentioned requirements. Structural Submittal No. SD-05120-01 Stee; By 1 Date: 51412006 SMD ENGINEER'$ STAMP 141i <t q B C D E F G H J K 196'-10` I 1 I t I 1 1 1 I I V-6' 17'-6' L 17'-6' 22'-0' 22'-S' 22'-B' 22'-B' ZZ'-B' 22'-8" 22'-2' 1'-C I \p h { ryF � I 7h ry I hb h I '� ti I �bery I 36 ry I 16 ^ I �ry II ry6 ry Ti- �� f I ,p, 1 .p I •p I •Q { .Q I •0 I .0 I •0 I .0 I •G c I ti'b �h ry f �0 \ h •P A .P 1 .Z 0 (�z� T O.S '-6_C. 611 _ � - 'p^�-}� ,y '1,-�- h6 ,y h h b g4 1 ry .m I 4'��6�� CONTRACTOR NOTE: NOS ANCHOR BOLT SETTING T.O.S.C. TOP Of STRUCTURAL CONCRETE AT FitCH COLUMN TING,THE COLUMN SIZE MN ANCHOR BOLT SET &SHAPE IS SHOWN ABOVE THE LINE. A AT PUMP STAT I O N THE DETAIL LETTER&ELEVATION AT BOTTOM OF BASE o_LN_ PLATE IS SHOWN BELOW THE LINE : 1/8"=1'-O" REf: SHT. 41 UWANP. 8 3 .PARE NPNMGTON i.e.NAm(4)aA Shp Orwlnq SIrR(3) SEE SHEET E4 FOR ANCHOR BOLT DETAIL "A". "B'. 'C". & "D" ® -We} m Numm(2) .XTAC Nu m W As SHOWN ON pBwm(11) . TtT'-WMION W AS SHOWN M DIMWI=On) LA FER & ASSOCIATES ALL OWENSIDNS&CONDTTONS MUST aALLA5 TEXAS BE FlELD VER1Flm BY CONTRACTOR AP'1. W ifi 2008 OIIW R PRIOR TO FABRICATION u NpTgp m 1 aim o IS 2008 �'1 W[ R1L OtT.M8 SM u4nnOH oETAu- PRoInT In 818 W 01[16X W It11A1N AN(SIOR BOLT WTM PLAN AT PUW STA M OS--T4 OY aP)mMl cKm SCYo ND 2=A'»®IGY PAOIF MO(WrAIN RAW COY WAMIX FUW SUMN w MOI OF FORE WORM,Tom A � C 1 i 1 �T.OS.C.=626"-3" -10' S'-10' S'-10' 5'-10" T.O.S.C. 625'-6' WINDBRACE NOTES: 2 1 ti I SEE SHEET E12 FOR WINDBRACE WB-4 1 E9 , ,17 N E7 p �S2�S ` SEE SHEET E13 FOR WINDBRACE WB-5 SEE SHEET E14 FOR WINDBRACE WB-1 _ SEE SHEET E15 FOR WINDBRACE WB-2 — ^— —C6x8.2 I ( 7 C6x8.2 -- )Wi6x26(14) 11 ( I -- SEE SHEET E16 FOR WINDBRACE WB-3 i I J e i i 10 3jSEE SHEET E17 FOR WINDBRACE WB-6 s"THICK COMPOSITE SUB SEE SHEET E17 FOR WINDBRACE WB-7 OP �'l�ss WITH 3'GALVANIZED DECK U u i U U i I BY VULCRAFT PRODUCTS SEE SHEET E18 FOR WINDBRACE DETAILS �.rtis I 1 2 C6 B2 j C6z6.2 j 11 60YY4(W()BENT STL PL 5� I --------- I r O DECK EDGE 18 1 14 4 4 -' p ^,I 16 PCS.O 10'-0'LG . .i FIELD TRIM AS REO'D. 133 3 3 3 3 3 3I 4 I iDECKr I 1 T.O.S.C.=625'-B, NO I S I P STRUCTURAL STEEL TO HAVE PRIMER FINISH T.O.S.C. 0 S y-y b � ¢�� =626,-3' 11��ti✓ _ _y1`� I a�x� ( ` ) Wi6x31 (28) Wi6x31 (28) v L 11 ALL DIMENSIONS&CO NDRIONS MUST BE FIELD VERIFIED BY CONTRACTOR ( _J 1 I _ _ ( _ _ 2 I I m PRIOR TO FABRICATION 5 10 T ` ` ® I 3 i I E6 DECK I LEGEND: 1 ` ----- ( µ r 2 I SEE GUARALUMDRAIL SHOP T.O.SC.=TOP OF STRUCTURAL CONCRETE 11 .TOP OF COMPOSITE SIM 0 2 ^ 4 4 3 4 4 I STL L5x31(Y4x0'-8"LLV 4 T.OS.B. TOP OF STEEL BEAM 12 12 12 m 12 m 12 m 12 I O 8'-0'O.C.MAX, 18 �+ I 4'-0'MAX.FROM END 3 3 3 3 3 3 3 I OF WALL W78x46(1D) SMALL MECH OFNG. I C P> (,pGI N d T BEAM SIZE L NUMBER OF Y4 ox5'HEADED STUDS IN SLAB 1M 4 PIAC ( 1�s VL! ^¢tN L (FIELD APPLIED) h by A74O b,y,ou -PART IDENTIFICATION L,Kam(4)on SMP DroWmg SAaat(3) 1 3 2 WB-5 9 W1606(14) - 10 ALUMINUM STAIR =REVISION NUMBER(z) -4- Wl(6x26(14) SEE SHT,EX -DETAIL NUMBER(2)AS SHOWN ON DRAWING(El) E7 —SECWN(A)AS SHOWN ON DRAWING(El) T.OS.C. 626'-3' c_elV> A-( 19 T.O.S.C.=625'-6' NORTH C,Sgr-�/ LA FER & ASSOCIATES r-I ezG 'L f-w- DP1Ul5,TEXAS FRAMING PLAN AT MEZZANINE AS NOTED �,y M.D.D. WA 6 WE Exxl N M]CIN SCALE:3/8'=1'-0" REF: 1/ 30-S-3 0C 1N"" EREc7IaN D�'vt' "10iB�"" O�o own arnc DETAILS O MEZZANINE FRAEm19 05-14 SCNE NC AU ADxdIGx. FMIRCf EAGLE MOUNZMN RAW WATER FUIP SIXfiCN — ONE" CRY CF FORE women,iElUtS E7 BLocxouTFaRaPe�a+o Tm TOFouRBIODEac — -- o --L---- PLACECBTGHTlOO�( _=as= _ to —a y-----r I-- — -------------- ----------- r — —— b STEEL BEAM —,r —�. -= __-- Typ. «x S-0'W CENTER _ ='I F=-===___- -=s-- ---- /! 1 7A•MAX I `� of BLAB,TYP. 1 n n 1 i . SYCRHERS ��ss=sates s=s= s q I 7 d c�Td TIM.STEEL BEAM u 6-0'MAX u i 18 CA182 tYP, A I I NOTE. FIELD TRW AS RECD. • REINFORCING NOT REQUIRED AT n; S SILAB � JM8 \ I I //' UNLESS DETAILED QRIERWIBE S i n li i SECTION"A OPENINGS LESS THAN ir WIDE RE�� � �I I/ FOR OPENINGS LARGER THAN 7-W A I N n l 144%S-0•AT ----------� o. EA.CORNER IN (-- ---___—__-_./_�— _ WIDE.PROVIDE BEAM FRAMING --- — - PER Or_I - I s_ --_--_- CENTER OF a=aa—�aLsx�sxa=x=aoG:x�xxxr_a n n ISLAELTYP.BY OTHERS BLOCKIWFOROPSMING -__ ---- LAM T— PRIORTGPOURINGOECK -- —` oft"TYP. LU 3T18 FIELD TRIM AS REQO. F W BOTTOM OF FIRST FLUTE ON EACH BDEQF 78 PLAN SECTION"W — —— — OPENING,EXTEND TO BEAM b AT EACH END,BY OTHERS W. FRAMINGMOTE: 1 SLAB TYPICAL LARGE MECHANICAL OPENING RREQuwEED OOPENWGSLESSTHANZ-T s oN A HAS D°SC*AF'ER O WME IN COMPOSITE SLAB DETAIL WIDE UNLESSAILED TH Z0 FOR OPENINGS REINFORCING SMALLERTHANIGPER TYPICAL SMALL MECHANICAL OPENING NO SCALE wroE,PROVIDE REINFORCING PER DTL 2 2 IN COMPOSITE SLAB DETAIL NOSC" STUD SPACNP. DEpLTOBEAM& 2C MA G OF OECKPU7TE8 MYl; DECKPARALIAL TO BEAMB- 4 t/C MIN. >, 37 MAK —o 0 LDi14 —o -o 8 -MMf OVIRMAWN la n.(4)an 9q nrwYy S sA Gn 3 WHEREVER THE NUMBER OF STUDS -nEYMN KAMM W REQUIRED W A GN91 BEAM SEGMENT IS MORE THAN WILL FIT W ONE ROW PLAN OF BEAM ® -DEvr NAMM(0 As anNN oN DROM on) ATTHE MINIMUM SPACING,PLACE ,!., THE EXTRA STUDS IN PAIRS BEGINNING -acmN W As SMIMN ON a MM W) ATEACHENDOFTESEA/ASSHOWH. ALL HEADED STUDS SHOWN AT BEAMS SHALL BE Y40x5. �E)! STUDS WILL BE SHIPPED LOOSE TO BE FIELD INSTALLED THRU VULCRAFT DECK TO STRUCTURAL BEAM. LA FER & ASSOCIATES DALIAS.TEXAS 3 TYPICAL SHEAR STUD AS ASNO= PLACEMENT DIAGRAM DETAIL o3 RA NO SCALE DEr.no<sa.EAECIaN oLTAx: w Wt 6 alE NCi N ILMO/ DETAU AT PAP SOMM 05--14 AfLOOM0.Y. ' T VOLE M ww NAIT WNER PAIN Slam MU AM AMC7fY W Fm wom nxAs ES N[3= A , 6x7xY B (l1H) e 8 , 8 6.44 PL(Wi) 1 8 W12x53 s/�' 4uH.5.0 2 'O.C. 18 2 x 4 W12x53 78 0' DECKS'o Y-0'O.C. e1 to 4 4 W12x53 ��4 E9 1B yg� I v" B' IN 10. 5 84 W1263 �• E9 8 1�5� 8' FU [SHED W LENGTHS (2)L4x3'�t716x0'-1Y2 FIELD AS (2)L4x3'2xi16x0'-A- FI TRW 'D. wi 6.36 /O.O.S.C .626'-3" w18.36 T.0 —1N;ir� Wifix26 O. II I 1 '1 �gpl srwwl�i '(Ji' _� T.O.S.B.625'-9' 1 1 1--� TT — vlr�L �mi MOfaNm '"11.'.' 10 T.O.S.B.625'- ' J� H H n 5C-rc FGV/ VfJ1212 nmix n12VV 55�� �11�x 2e W12x19 e 2 L4x32x716x0'-tY2" 18 V -1�5� �7t-2'LlH 18 () L3x2Y4x1'-2'11H 18 (2)L4.AX%6x0'-6 - 18 d W18x46 W16z36 W16z26 PLAN DETAIL 1A SECTION �� PLAN DETAIL SECTION sCUE: 1 1 f2"-1'-0` REF: SCALE;1 1/2'-1'-O" REF: SCALE: 1 1/2"^1'-0" REF: SLUE: 1 1/2"-1'-0` REF: $� p�vls� V 2 8 6x7Y4 18 W� 4'EIS.0 2'-0"O.C. 8 2 8 1 3A 0 DECK�i W12z85 4 1 � W12x53 8 C 7v�55�� ttcc W72x65 FUR ED W 0'LENGTHS 6• ig �4 18 (2)L4xY2x�16x0'-fY2' v5� 18 E9 �4 8 FIELD REO'0. (2)L4x3K1.x�16x0'-1iM1' °0 E9 (2)L4x3'2x�I BxOBE O 2 ; 4 T.o.S.C.625'-6' 8 W12x53 T.O.S.C.626'-3' W16x26 —� 1 1 T.0.51 B.625'-0'n i .r " 2 T.0.5.B.625'-9_ i'; n .n n r n } n n 12I— h 12 � � r �12 y 2 � 5� 12 7 8 m 18(2)L4.A 6x0'-62' Y - 18 13�QY4x1'-2YLH Y ; m 1� II W16x26 W15.06 3 L3x2y4x1'-2`LLH 18 W18x48 W16.31 WSW 3 PLAN . DETAIL �S. �/2"-TION _ �� PLAN DETAIL n SECTION SOLE:1 1/2"-1'-0" REF: B 1'-0" REF: SCALE: 1 1/2`-1'-0" REF: SCALE:1 1/2"-1'-0" REF: 2 3 5 W12.5.3 �1t 5� 11tt 3 rEOE ND. ' 18 vg� �1t (2)L4x3Y2x�16x0'-52'R. w : 5 W12x53 3 E9 (2)14xY2x�16x0'-Y2" I ALL BOLTS TO BE-Y4'O A125N U.N.O. 8 -Port IDENTIFICATION i.PN (4)oN SIP Drg ng SN..L(3) .. T.oS.C.625'-1Qk' Il II. Q •REIWON NUMBER() W76x31 W76x31 T.o.S.B.625'-4)(j' ee -oETw,NuueEA(_)As alDxr ON DRNram<Ei) TtTr SECTION(A)AS SHOWN ON ORWNQ(Ei) AT ALL BENT STEEL PLATE T EDGE BECK, J12 �4. PLEASE CROSS REFEREN EAWTH VULCRAFT LA FER & ASSOCIATES 6 72 W72x19 W12x 19 SHOP DRAWINGS. 18 (2)a v1�gg�� 77tt 2 WLCRAFT DRAWINGS INDICATE A PS7 8 PS8 DA LAS.TEXAS L4x3Y2x�16z0'-B'2' 18 POUR STOP.PLEASE CLARIFY IF WLCRAFT ruE Rr•`'I. tt� ON6 K L3x21I4x1'-2"LLH 18 WIWI WILL PROVIDE POUR STOPS. NOTED TMN>_ u.D.D. PLAN DETAIL SECTION 050420°6 �'' " RK �(/� u/ W.Two,sNr.ERECTION OCTANE la IWt 6°K.xN N MMOIM Co�+^l -" DETNLS AT PUMP STATION 05-14 NI 01®l4 Oi®\ 541l Nm.10xl4N�Rr. � SCALE 1 1/2'-1'-0" REF: A SCALE 1 1/2"-1'-0" REF: zt'.,San O�TNnT L.S NIOMR Foxe MDIINTAw ruw T+1111P w.TDL N4ET O�EIOI �p�30-S-16,.5/30-S-16 CITY OF FORT WDRm.TDMSTATION E9 C A 6 6z7Y 9ENr s�R. L(- 78 Q2 ,B w/ •�4•,+s o z'-b• 3 k 8 1 I W72x65 8 8 L3x24xl'-2'LLH O EDGE DECK W72x53 5 8v 18 � N ED N 10'LENGTHS B. 78 lA 3 W12x85 9 (2)L4x.Y2x716z0-, I (2)L4xY1x716x0-11T7. m RE1.D u REO'D. (2)LUA.N6x0'-1 V'2' T.O.S.C.626' '-3 T.OS.C.825'-6" 3 2 2 A "v W12x53 12 wlsx3l U,LO.S.S.625'-0" _ n ;•j ..•il. ns�r �12 LOSS.625'-9' _`.i1., nm�Nr°D°ISNair 2 T h T II W1606 v1�yy z V 55�� ��11tt 18(z)L4x3'2x iuu-ll 2Y" 18 (2)L4x3Y20 6x0'-6'2" 18 L3.2.y4z1,-2•LLN ; W18x46 W16x3, Wi8M46 4 W16x36 WIBx46 PLAN DETAIL S SECTION n_ PLAN DETAIL 7-t SECTION REF: V� scab:1 1/2"-l'-O" REF: SCALE:1 1/2"-l'-O" REF: SCALE:1 1/2'-l'-O' REF: S� ' 77Bttx71Y4 L(LLH) g T W 4 BENT$TL LEER) (2 V-S� W/�2'0 H5.O 2' 'O.C. 1 C 3 3 w x4•H.S.O 2'-0 D.C. 5 B � FUR SHE�111 GE DGTHS W12z53 85 8 ECK1B1 8 W12x65 FU NISHED IN 10' GTHS 16 18 B•(2)L4rYLx�16x0-5'2 a (2)L4x3 A6xO'-,tY2" FlE1D TROA REQD. ,V/ 6 T. -1D}2" 18 13z2MYz1'-2'LLH m 7. -8' 3 L3x2Y4x1'-2"LLH 18 �v� 6 3A LOS.B.625'-YZ a r '_II 1 r DTD MDT r mx MD :11 •. I DMDMx wn awrc , 12 zwM RNI aNm n. T.OS.B.625-0' 18 2 , 12IF n �12 O"� • i"� 2 77cc 55�� WWII W16x2S 3 V 55t� 2 Wt6z26 18(2)L4z3'2A6x0'-A- (2)L4x3y2x%S v-6�' iB W,6z36 W16z26 �Y4" WI1x6591 w16x46 WISx26 6 w 2x53 PLAN DETAIL 3A SECTION 4 PLAN DETAIL 4A SECTION 3 scuE:1 1/2"-l'-O" REF: SCALE: 1 1/2"-1'-0" REF: scALE: 1 1/2"-l'-0 REF; SCALE: 1 1/2"-1'-0" REF: a T LEGEND: 3 1�5� V v 1� 3 3 5A ,B (2)L4x3'2z�16z0'-YZ' I (2)L4xY2x/�18x0'-5'Z' 1B 1 IE � 4 EN PART IDRFlGTM]N La I (4)w ShMP Mwbp Wr 0) T.O.S.C.VARIES OLTS TO BE 74"0 A325N U.N.O. W1601 '• m REM ON NU1®ER(2) scw-aAmr T.0.5.8.VARIES 2 2 "DETAR.NWIBER(2)AS swwN ON DRNrM,c(El) _.," 1 SEMN W AS LIDMN DN DPAWD1f.(n) . 2�'4 NOTE: W12x19 W7209 AT ALL BENT STEEL PLATE AT EDGE DECK, PLEASE CROSS REFERENCE WITH VULCRAFT LTA FERN& ASSOCIATES SHOP DRAwRAWI s>Mc Mev�. DMr m W76M3i WLCRAFf DRAWINGS INDICATE A P57 k PS8 ,�NOTED POUR STOP.PLEASE CLARIFY IF VULCRAFT M�>_ M.M. 5 PLAN DETAIL 5A SECTION ""LL PRDV DE POUR STOPS. '2�° _ " RJL ARAM 6 OIC MID11 N UMF91 OMi.11M5 SitT.�1ION DETNL• IM6MTf M6 a clew D!>IMFxL am GEMS AT PUMP STATION 05-14 swAm xvl6TACNnMM.T. SCALE: 1 1/2"-l'-0' REF: MALE:1 l/2"-1'-0" REF: PM EAGLE MOUNTAW RAw WAWR PU1P SU1ION SM alE Mw MY OF FM V10 M•TEXAS E10 GRID 5 i. GPoD 18 6x7x)4 PL(LLH) w/XY 4?LSO 2 E DECK 3 5 V5� 7� �11c 1tt 3 3 1A 16 6x7Y4 PL(LLH) 1 (2)L4x3.7x 8z0'-5'2'18 FURNI ED IN 1 'LENGTHS _ B' (2)L4xYdT�16x0'-Y2'S8 1 W/Y2.r 4'H.SOO E DECK TR AS RFA'D. FURNI ED IN 10'LENGTHS .. LO.S.C.VARIES / T.O.S.C.VARIES TRIM REO'D. '1 W16z26 r as Nm T.OS.B.VARIES n r Yrx"� WNxN Tw tvum 5 saxn ran awn T.O.s.B.VARIES R. � --f) M n N7 � 12`CSM UOTHER W72x19 W72119 W16x26 W16x26 OR W16x36 PLAN DETAIL SECTION n SECTION QjSCALE: 1 1/2"-1'-D" REF: scALE: 1 1/2"-1'-0" REF: SCALE: 1 1/2"-1'-0" REF: AWMl CUARDRNL SEE GUARDRAIL SHOP DRAWINGS C A 5 1' 8 5 1� 18 6x7tY4I/ BEM STL PL(LLH) 18 6x71Y4 BENT STL PL(LLH) W/)Y-IIW-S.0 2'-O.O.C. W/Kz'rx4`HS.O 2'-o'O.C. O EDGE DECK �4"rNO HS.1YP.U.N.O. FURNISHED IN 10'LLENGTHS B' I FURNISHED IN 10'LENGTHS '( 8' SEE NOTE BELOW I i FIELD TRIM AS REO'D. FIELD TRIM AS REO'D. - T.O.S.C.626'-3' I T.OS.C.625'-6' l Wrw�N awn T.OS.B.625'-9" L elloxx nw u T.O.S.B.625'-0" 12'CMU WALL y4 BY OTHERS STL//L5x3A.0'-B`LLV pp ANCHORS'*04'ADHESIVE pi. IN VERTICAL LONG SLUM HOLES ..ttLV 0 8'-0"O.C.MAX Se_ 8" Y OTM� 4'-0'MAX.FROA1 END OF WALL 1 S LLS���"'_vvV,1111LLL W18x46 C"�s 5 W18x46 -vtS IA 3 SECTION � 1_�� 4 SECT�10� �`"°' ,T O�Q SCALE:1 1/2"-1'-0" REF: S A'T SCALE: 1 1/2"— �REF: /99—S-5 ADDENDUM NO.1 8 PART OIDTTF MON La."'" (4)"S P D,^,"S a�(3 e —DErAk N WXR(2)AS SHOWN ON DMWM(ET) SEODON(A)AS SHOWN ON OFAWING(E1) NOTE' (S�i AT ALL SENT STEEL PLATE AT EDGE DECK, ALL HEADED STUDS SHOWN AT BEAMS SHALL BE ALL BOLTS TO BE N4'0 N75N U.N.O. PLEASE CROSS REFERENCE WITH VUL.CRAFT ��/ LA FER & ASSOCIATES SHOP DRAWINGS. 74rx5.S U S WILL BE SHIPPED LOOSE TO BE WLCRAFT DRAWINGS INDICATE A PS7&PSB FIELD APPU THRU VULCRAFT-DECK TO DALLAS.TEXAS POUR STOP.PLEASE CLARIFY IF VULCRAFT STRUCTURAL.BEAUS. WILL PROVIDE POUR STOPS. aT•Re STL ERECTION DETAIL' Nn rAR S OIE Mtll III MIISIN oYiYl WOW.CFOt DETAILS AT PUMP STATION 05-14 011 YJIE Mq AOUst'r.— EAGLE YOONGW RAW WATER PUMP STATION Y!Q m pH CITY of PORT worm;— E11 Sew 3p.S�4' a' r� Cie i� CAP PL O COLUMNS TYPICAL I 1 T.OS.B.=539'-0' W12xl9 W1209 I \ 1 3 1 BY BRIDGE CRANE 13 I 13 I SUPPLIER ` \ i i. W12x53 W12x53 T.OS.CHANNEL 633'-5" 1 F21 T.O.S.B.=631'-11" qj L4 "-— 9 W12x65 I W12x65 \ 6"THICK COMPOSITE 3 ,I I MEUMINE SLAB 4 T.O.S.C. 626"-3' `\ I T.OS. r.j�Fl.."Ll)T.O.S.B.-625'-9" W16x26(14) _ T.O.S.B.=625'-0' ENSIONSCONDfTONSMUST VERIFIED BY CONTRACTOR 1 TO FABRICATION 9 10 •i I `\` S I I Q LEGEND: 'v D� T.OSC.=TOP OF STRUCTURAL CONCRETE '�7) =TOP OF COMPOSITE SUB T.O.S.B.=TOP OF STEEL BEAM T.OS,C. 611'-6' II II II I I I I I bB.O.BASE IL=fill'- 3 =—IDBRIFlCATION L..IGm(4)on Shop D—mg m.t(3) _ W Y 1� t. ® =REVISION NUMBER(2) FRAMING ELEVATION AT WB-4 w�- 1 Q St2n e =DETAIL NUMBER(2)AS SHOWN ON DRAW2 (E1) SCALE 3/8"=1'-0" REF: 4/ 30-S-17 pins A Et SECRON(A)AS SHOWN ON DRAWRA(El) LA FER & ASSOCIATES OALLlS.TDI S Conk RO!,. wo.r As NOTED Rd a u,pa. os a4 w a Rx e,R 6 OME 9G1 M IFIWIN OEi.TMW SM. ERECRON DETAIL IMRLf X6 pR Dmm Dltac o®c DETAI S o YE"ANb E FRAL04 05-14 a�•AIm��'�'� Aa.ECT EAGLE MOUNTAIN RAW WAM PIIIW SWION D,FEf m mm fxll'aF FDRf WORTH.Tvx Fl Q Q Q 17'-6" I 17'-6" CnJ 55� 3/4 x14°X1'-2'STL 1 CAP PL OLUMNS I "O T.OSB.-639'-0' I I I W12x19 W1209 BY BRIDGE CRANE I 13 T \� 13 / SUPPLIER I I \H hl T OS.CHANNEL=633'-5' `+4 WIZ%53 I \ yo• / I W1X53 •i T.O.S.B. 631'-11" A .f W72X65 W12x65 \�•y\yr+y 3 6"THICK COMPOSITE I ,,1 ' may 4 MEZZANINE SLAB I T.OS.C.=625'-6' `i T.OS.B.=625'-9' 1 T.OS.B.=62W-0' W76x26(14) W18XJ6(14) ALL DIMENSIONS k CONDTf1ONS MUST BE FIELD ZIFIETI BY CONTRACTOR 2 // PRIOR TD FABRICATION i 10 I H 9 o I i 4}� // I •I LEGEND: T.O.S.C.=TOP OF STRUCTURAL CONCRETE TOP OF COMPOSITE SLAB. T.O.S.B.:TOP OF STEEL BEAM LO.S.C.-611'-6" B.O.BASE PL-611'-2}" I I I I I I 3 =PART IDENTIFICATION Ld IfNn(4)w Shop DmWp Shed M ® REVISION NUMBER(2) FRAMING ELEVATION AT WB-5 DETAIL NUMBER(])AS SHOWN ON DRAWING(E1) 1 SCALE:3J8"=1'-0" REF: 1/ 30-S-18 E1 =SECT ON(A)AS SHOWN ON DRAW Nc(El) LA FER & ASSOCIATES DALLAS.TEKAS SC4E R!V 1. AS NOTED I1N y INc MDlI. IMTE as o4 PAv s. e °ET'—— ERECTION DETNL• � 111!6 01E Mtll N IF)NIN �M�,L olaMee.a� oETAas a uEzzam+E ERAMaMD 05-14 A/IF Ne��ILt9mN6lT. �T EAOLE MOU Aw R WhTm PUMP SUM" N�E7 3 olE WCH RR4 T S ENGINEER NOTE VERIFY PLEASE VERIFY STRUCTURAL @TEGRIIY RID OF THESE CONNECTIONS �p(3 2 1 WELD TO ROOF BfluA Y O18'-0' T.OS.B.=639'-8' '1 I I I yy16'T}6 T.0.5.O RIDGE=647'-0' ��� ♦` I O O ALL BOLTS TO BE Y4'0 A325-N O 3 1 U.N.O. 1t� iB I 76 . I 14 I V2. 12 12 L I W12zt9 m •I 4% .6♦6'I ♦ W76+4 47R1 I ^ \ LO.S.B.=639'-B" W72x53 Cs+V55�'T�2 T.OS.B.-639'-0' ♦� \ fL ( xYAli.'im0"-•� 1+ DETAIL 2 ♦ ��s / ' �� S. 1 1/2"=1'-0" REF: �4c'TS \♦ RID W72x53 -'c-IP' W12x53 I WI � 2 If • 51 ♦ + I 1 "STL END PL 5 8 9 /, \ 4 W�e-POINT ♦9� T.O.S.O RIDGE=647'-0. I Y1 O fi'THICK COMPOSITE I d��j/ ♦\ �� I � �,�'s MEZZANINE SLAB ` ? I T.O.S.C.=626'-3' �- . PL TAS.B.=625'-9' T.D.S CAPW1Bz46 W1Bx48 �4 5R.PL ♦\� /' I �� WQD TO COLUMN J� jl (L�Ys �[tea ll4•+N a C.vS3� �- I DETAIL " �' 1 +h NZ, \♦\Y. �� i SCALE 1 1/2"=1'—D" REF: I �1 PART IDENTIFICATION I.,Miry(4)on Shop Boring Shirt(3) T.O.S.C. I I I ® Pf:NSWN NUMBER(Z) 8.0.BASE PL=611'-?}' I I I I I I z -one NMWTIER(z)As SHOWN ON ONAMING(El) LEGEND: E1 =SECTION(A)AS SHOWN ON DRAWING(Et) 1 FRAMING ELEVATION AT W13-1 T.O.S.C.=TOP OF STRUCTURAL CONCRETE =REF: 1/ 30-5-17 TOP OF COMPOSITE SLAB LA FER & ASSOCIATES T.O.S.B.=TOP OF STEEL BEAM DALLAS.TEXAS S NOTED Ary I. Orb!Y 4DA PGV 1 OS 04 ACV w N.M. OT lIu ERECTION DEMU rRaia-r IIn aNe a ox[eOI N MIIp01 DETADS O WE23AMRIE FRAWYIO 05-14 Ox aeTaWi olt—OISM Y./aE xITD Iuxar.•aaMdRY ^ •T FNT.E WOUNTNN RAW WATER PUWP STATION ONEaFtT e RTOI CnT OF TORT WORK IV E14 CRID Q 18'-0' iB'-0" CONNECTION TO COL By BRIDGE r\Ttb Y 3 'IIIII �7 r�iW s1S�t 53 s —1 47/B IIIIIII CRANE NFR. CRANE RUNWAY CHANNELAND RILL YSIM.T.D.S.®RIDGE=647'-0" BRIDGE CRANE MR. IiI -" STIf.PL TOP BOTTOM L 15 12 12 4% l T.O.SB.s 639'-8" T.O.S.B.=639'-0 / 1/2"STIFF'R PL i'-3" 2 (NS k FS) / E I J ` •i T.OS.S.=631'-11" I *sue W12N65 I ,Ian' 7 I li GUSSET PL. 7n I W12x65 I i W72N85 i'-6" 3 6"THICK COMPOSITE \\ /, •I 3 MEZZANINE SLAB T.O.S.C.=625'-6" D ETAI L T.O.S.B.=625'-0" W18N46 W1BX48 G SCALE:N.T.S. REF: 1/ 30-S-15 2 2 I n I v I k PART IDENTnCATION I.,.Nam ()m Shoe D�Nq ShmL(7) REVISION NUMBER(2) B.O.BASE PL=611'-7?]" I I I I I I 2 /e� �DETAIL NUMBER(2)AS SHOWN ON DRAWING(El) �E]/ LEGEND: =SECTION(A)AS SHOWN ON ORAWLNO(0) FRAMING ELEVATION AT WB-2 TAS.C,=TOP OF STRUCTURAL CONCRETE SCALE:3/8"=1'-0" REF: 2/ 30-S-17 �€]/ TOP OF COMPOSITE SLAB LA FER & ASSOCIATES T.O.S.B.=TOP OF STEEL BEAM DALLAS,TVAS Nn Dw K AS NOTED Nti 1116 ERECTION DETAIL- PN4NIT N0. —.OIE NYN1 M MNNM GMOM MmIL am DETAILS O MEZZANINE FRAMNiO 05-14 e....x1D I=AIDIII—T. NNU6T EAGLE MOUNTAIN RAW WATER PUMP STATION 908 ONE R01 OIY OF PORT WORTH,TEYA9 Et 5 Q � Q I I 1 I SIM. 3 ` � I Ty OS.®RIDGE=647_0' I I �7�S 1rfy+�Elw I 14 16 12 12 I <I I 4% r � I T.O.SB.=639'-B' S m /LOS.B.=639'-0' a SIM. 2 I . ' 1 1 1 1 .I 1 1_3 I 1._3. T.OS.B. 631'-11" IL W11x65 \ W12x65 i W12x65 2 1 6 8 I 16 II I1 I LEGEND: I T.O.S.C.=TOP OF STRUCTURAL CONCRETE \ =TOP OF COMPOSITE SLAB 'w I(o%31 �"' �'a'n LFF I T.O.S.B.=TOP OF STEEL BEAM C.I•Lx L.S SErc Q:lj`IISb"Y7 i I Tar 3o-S-)` I I � v1i� g�g0^S'l•T , I e PART IDENTIFICATION is.Ihm(4)on Shop Om=ing Bh.d(3) r I TAS.C.=611'-0' ?� =REVISION NUMBER(2) B.O.BASE PL=610'_B} =DETNL NUMBER 1 AS SHOWN ON DRAWING E7) =FRAMING ELEVATION AT WB-3 sEcllon(A)AS sNowN ON DgAvnlle(e1) 1 REF: 3/ 30-S-17 LA FER & ASSOCIATES DALLAS,TEXAS As NDIFn ,�„�`, owo m uo.a 05n 04 m]. n 0.N. per.nas txr. ERECTION DEpIL• rwlsa N0. eYt 5 ONE Apl N URIM GM o,,,M OgtlNG amDE(IILS O SIEA FRAMING 0 -14 RILe uo MI=IaS� vpnEcr ENiE I.o rN ERAWFcr wgm.Pump sT� �ET 6 DEocN I � I I 22'-2' I I 22'-6" I T 'x14'%1'-2'STL I I -Y4'x14'Xt'-2'SfL 3i CAP PL 0 COLUMN I I CAP PL 0 C �NS TYPIT.D.S,B.=63B'-O' I I LO.S.B.=63"-O I T W72:1B W72x1B BY BRIDGE CRANE \ 13 BY BRIDGE CRANE SUPPLIER ♦ SUPPLER -roi CHANNEL e:633_-5'_ — LOS.CHANNEL=633'-5' LOS.B.=631'-11' • __ � T.O.S.B.=631'-11' -- —� -- W12x65 W12x65 \♦ `� wl2z6.5 W12x65 W12x65 \♦ + / W12.65 1 7 \♦ 0^ W72x65 3 7 \♦ 1^ ,/ wl2xM 2 4 .T / \ CSC. � ♦ *f T.O.S.C.=611'-0' T.O.S.C.=611'-0' H II IIIf R �� II = B.O.BASE PL=610'-6�V' I I I I Z 8.0.BASE PL=610'- FRAMING ELEVATION AT W13-6 2 FRAMING ELEVATION AT WB-7 SwF:3/8"=1'-0" REF: 2/ 30-S-18 SCALE:3/8"=1'-0" REF: 3/ 30-S-18 :. Mom: ALL DIMENSIONS&CONDITIONS MUST 4 13E FIELD VERIFIED BY CONTRACTOR .PART IOENTIF"ION Ta.Mm(4)on Shop Dm inG Sheet(3) LEGEND: PRIOR TO FABRICATION 3 ® .REVISION NUMBER(2) T.O.S.C.-TOP OF STRUCTURAL CONCRETE LA FER & ASSOCIATES ^ =TOP OF COMPOSITE SLAB DALIAS.TEXAS -DETNL NUMBER(2)AS SHOWN ON DRAWING(Et) T.O.SB.=TOP OF STEEL BEAM AS NOTED ;y R YA0. OS/04 b'i RAL eve 6 ONE YGL.et IElIGIX SECTION(A)AS SHOWN ON DRAWING(E1) lIW S11f. ERECTION DET&L E anoRN.Twrec o®c DETAILS 0 STEEL FRAMSO 05-14 SCVE WO AOIILTf.�lAlf. " EAGLE MOUNTAIN TAW WATER PUW STATION 5 E17 OIE e101 arc TN rover WGRf51,3CVAi GRof IP ORID GRID I PLBYAINBrP-0'GUSSET TYP. � TYP. SLOT TUBE FOR PL V, J�m PL3lBI&u,-w GUSSET PLYSxBx1'-0'GUSSET '0•a '0•o ELEVATION ELEVATION ELEVATION OTYPICAL WINDBRACE CONNECTION DETAIL O TYPICAL WINDBRACE CONNECTION DETAIL O TYPICAL WINDBRACE CONNECTION DETAIL NO SCALE NO SCALE NO SCALE TYP.AT 114 SIDES 114 TYR LEGEND: PART IDENIDICAWN I. Rim(4)an S V 0. iq S.4(3) REYEION NUMBER(II) DETAIL NUMBER(2)AS 91OYN ON DRUKWG(Et) / \ T,1vT•SEGTON(A)AS 5NOBN ON OWNAND(E7) ELEVATION \J LA FER & ASSOCIATES DAU AS.TEXAS ® TYPICAL WINDBRACE CONNECTION DETAIL WS NO SCALE °Q Rus wr.ER1=10N DEruL• Nmmx w BAR s°NE m Y umm YBRDBRAGE DEEAB.S 05-14 Gx oro°oi omen aax . n.sr.aa.nlar e/otE uouNrw+aiBl vaarx Lww srA7IaI E18 ONE nDl an OF mar WORD4 Tz u 4 4 4 4 4 4 4 Q Q Q I I I I I 1B5•-10' 1 I I I I r-e• ,7-6' 1T-B' 22'-0' 22'-9' 22'-9' 22-B' 2z'-B' 22'-a' 22'-2' I I I I I I I I I 1 Us�d I �,(� iA.S.B.-a3w—o" I 1 I 1 I wt I I I I i W5-6 I 1f12:19 1 ( 2x 3 I 7� W72x19 8 W12x18 6 Wi-2:718 81 W1 19 8 W12:19 g ( -- - I : I' 1 W12x19 -' j Ii i -fy' 14 sl m ;6' lill �3,7. I I I I II I ( III fl1 ,63 �,2xi9 3 I -1Ni?s19 13 I I-----"- I a I I W729 I ' �„ .-*79--6♦ . IW19�2 WB-5 ,, SPUG L P \-=410 STEEL GABLE JOISTS j GALVMM ROOF DECK gy_wLLwAFT - (LCnsE 3a'I*- Noam T�s ROOF FRAMING PLAN AT PUMP STATION CoWw /HE74 N7S AcceA.on�t,.y .. SCALE:1/aw-1'-0' REF: 1/30—S-4 umoe: 8 -PAW alotnFKWM is bw(4)ee$bW D—IM 3 w () a -PEV1 m mmml W ® -orrAL mmam W Aa swww ow m Na(a) �--$WnDN W As shwa ON DWONG W) J LA FER & ASSOCIATES ALL DIMENSIONS t COlW XWS MUST DAL1AS.�g BE FlE)D VEWED BY OONTRAOIDR oR ar . PRIOR TO FABRYAWNn wnnwa aas� of-- °ir° P-x Mxr. msaoa oe:wi: ao. wu a x wl w aaml mlaal.owaa amUN WW P Ar P"SVMW 05-14 ow 'Taw nM6T xowmox iwalax emxz mouwam war vaknm PUMP sumou wwa ow and c w mwr—aK To Et o n2 T 16'-0' fig • 1}!�"GALVANIZED ROOF DECK T.O.S.0 RIDGE 647-0" WLCRAFT rl r,2 I ,z of ' STEEL GABLE JOIST m T.O.S..639'-6" / m LOS.B..639'-0" I I I I 1 I TASK 631'-11' T\ `15 TON BRDGE CRANE 1 BY BRIDGE CRANE MFR. I I BRIDGE CRANE ` L 1 ORDER&CHANNEL t ". II BY BRIDGE CRANE MFR. I I 0 1 � m M I W12xS5 WM65 LEGEND: 3 3 (1 •i I 6 6 I � T.0.SC..TOP OF STRUCTURAL CONCRETE 1 70P OF COMPOSITE SLAB ' i I T.OSA.70P OF STEEL BEAM I 1 3I I 1 I LO.SC..611'-0" i i .n 3 -PART MCWTrr-4 N L.R.R c 4)m SbPV—IwSh.Em N I I 11 .REM"NUMBER W z B.O.BASE PLC 610' OEL1L NUMBER(,2)AS WMW ON DPAMM(EL) ZgT-.SECRON W AS MOM ON DPAWMO al) SECTION YYMW/ 1 :31W-T'-0' REF: t/3o-S-5 LA FER & ASSOCIATES DALAS.TE M As NOTED LIB.,. D.s inn os w 'r Rx DET.na art. ERECWN DErAL• Ne. atR N OIE PaN M,o,B1I mu"O Sim.RVAM 05-14 C� E49 LE NOLMEAM RAW WA1ER f1111P ME= E2D YJiIEMADYQ ACDBWaT. PIIOIDLT cm w PORE WOWOI lvM tlE M11 r r 7• 7" T T 7 GA 7'GA +639•-0" +639•-0- +639'-0" J J y J 3� PV4x14x1'-2' n PL�4x14x1'-2' PLY V-0j• yv ,m 9. T. W12X6 Xi•-6' N +631-11" o 1 511F.F.S.PL 'i 12L �f5�4 STI1F.PL 12 N .&F.S. 7� PLx12x1'-1• +625•-0•'• 3� y +625'-4'2' PL Y4x6/16x0•il6' ON g OF FLANGE rn " I n m m 3 3 � n 'y I :276 -0 O eF ONLpBXI'G U�E (FAR SIDE) I , l +61 1'-Y1' c +611'-Z Z� D +611'-6'2• Of L J 1Y4' 06"GA ty4'06"GA Q4'06'G& PL1x14x1'-2' 6- Plt xt4xt'-2' 6" PLlx14r1'-2' ELEVATION IZLrytSF , F-a- ELEVATION ELEVATION (Al) D2 " 3e:�c.,., m�w (Bl) (Cl)(C3) Am-Dgr•H 84 STL. COLUMN 4i3o_s_Ig 8 STL. COLUMN 8 STL. COLUMN REF:SHT. E3, E7 1':1'-0' 4 REF: SHT. E3,E7 1'-11-0" 4 REF: SMT. E3, E7 1'-1'-0" Es. &E12 E9, & E72 E9. & E15 1 REQ'D. — PRIMER 1 REQ'D. — PRIMER 2 REQ'D. — PRIMER SHOP NOTES: 1.ALL STEEL TO BE ASTM A36 2. ALL.STEEL TO HAVE PRIMER FINISH LA FER & ASSOCIATES HIM. DALUS,TEXAS 3. - FINISHED PRODUCT FOR SHIPPING w�1* pn w T� AS Y.D.0 ALL HOLES TO BE 6"0 U.N.O. 4.ALL WELDING TO BE DONE BY QUALIFIED _5 � OS � �'1 RJL PERSONNEL TO ACCEPTED SHOP PRACTICE — — SMP 0U•"<, q_ y o1fo°Ci�u�iec u1p101mc 5.ALL WELDS TO BE 1/4-MIN. FILLET WELDS STEEL Cowma 05-14 savx sn AMW AQCD oT UNLESS NOTED OTHERWISE pf.= LNU MWWASI RAW KW STATON SWW�+ arc or mw womm,*cx�s 4 m r 77' r r r7- 7-CA 4N339—0• +s3Y-a• +639—o m PL 4x14x1'-2• PL 4x14x1'-2- PL 4x14x1'-2- V r y ycT�t �' cTi cTi c�J 11tt I 1 1� I +625'-v2- +625'-9' +fi25-4'2• I .rarnMJ/+M Gam' Z N n s 1n ?d 3 4s PL79x9x1'-0' IfI �N WEB � 1'-0• (FAR�SIDE) I (FAR I 'I � +s1t'—ak• " � +fi1r—a�' PLlx14x1'-Y 6 PLtx14x1'-2• e• PL1x14x1'-2- 6 ELEVATIO ELEVATIO ELEVA710 (83) (A3) (92) es1 STL, COLUMN 2 STL. COLUMN a STL. COLUMN REF:SHT. E3, E7 of S REF:SHT.E3,E7 1�1—0 8 REF.%ff.E3, E7 19�1i—D' ETD. @ E13 �W�-� E'0,&E13 g ED 1 REQ'Q, — PRIMER 1 REQ'Q, — PRIMER 1 REQ'Q, — PRIMER SHOP NOTES: 1.ALL Mn TO BE ASTM A36 2.ALL STEEL TO HAVE PRIMER FINISH LA FER & ASSOCIATES y 3. FINISHED PRODUCT FOR SHrPWG Jq![D t DALLAS.TEXAS ALL HOLES TO BE')(o UxD. 4.ALL WELDING TO BE DONE BY QWLIFIED os .di w IY PERSONNEL TO ACCEPTED SHOP PRACTICE aET,M aa: SKW DUALS: W 6 OE YOr M 1aW1 am allm os am 5.ALL WELDS TO BE 1/4'MIN. FILLET WELDS �'s °00 OS-t4 aux Jxo MAW Aammw ''. lRINI UNUSS NOTED OTN SE. FOOD, FIGIe twunr rowmn 5 arc ra 7• 7• 7" 7' 7" 7' 7'GA 7'CA +639'-0' +639'-0' Y'2• +'2, ,�. Y +639'-0' a c ���� PLY4x14x1'-2- n PLY4x14x1'-2- i0 �cv PL74x14z1'-2- M i •i 9. - i. 9. " I g^ io W12x6 zi'-6" N W12x xi'-6' W12x x1'-6' M +831-11'I +631 11" Y2v5Y4x0SniF.PL I Yn53/xos I 'o /1xS�4xO8fI1D N.S.&F.S. N.S.&F.S. 11tt 3� NS.&F.S. 1v���' x0'-10-' �2z 4zD'-10 Y2414x0"-10 12L STIF.PL 12L STIF.PL 12L - STIF.PL t2 NS,&F.S. �' 12 N.S.&F.S. �� 12 N.S.&F.S. PL Y4x12z1--1' " PL N402z1'-1- 5 PL-4x12z1'-1' TN' ON T OF�6F zle,6a II ON t O6F FUNGE�6, � ON 4OF FLANGEn6• N I I I P T S PAXBz1'-0' 6- ON It OF WEB ON It OF FLANGE I (FAR SIDE) I +610'—Bu2' V +670'—fiul" (�- Y4"0 6-GA ly4'0 6'GA PL1 x14z1'-2" �0 PLlx14x1'-2' .11`.-'''IF_ PLix14x1'-2" ELEVATION ELEYATIObELEVATIO (K3) (Kt) (DI) (El) (F7) (Gt) (HI) (03) (E3) (F3) & (133) 8 STL. COLUMN 8 STL. COLUMN S B STL. COLUMN 6 REF: SHT. E3, E16 1'=1'-0" 6 REF: SHT, E3, El 1"-l'—O' Ole 6 REF: SHT- 0. El 1 REQ'D. - PRIMER 1 REQID. - PRIMER rI 9 REQ'D. - PRIMER SHOP NOTES: 1.ALL STEEL TO BE ASTM A36 2.ALL STEEL TO HAVE PRIMER FINISH LA FER & ASSOCIATES Nm TEXAS 3. - FINISHED PRODUCT FOR SHIPPING ALL HOLES TO BE 1/16"P U.N.O. 4. ALL WELDING TO BE DONE BY QUALIFIED PERSONNEL TO ACCEPTED SHOP PRACTICE w I—L 5.ALL WELDS TO BE 1/4"MIN. FILLET WELDS am : 05-14 > m.ozasr. r- UNLESS NOTED OTHERWISE. 0"WO WA"IIAW I"SW" aE xnI crtr w r WORK loos 6 roar r r �G.Y..�r 7• 1 1 ! r� � 11 J . e4.14x1'-2• PLY4z14x1'-Y 'n 7 g• ioj' ^ g• '� + W12x xt'-6' +631 W72x 1'-6• 631 11' , 11 �Zz5�4xO—lSTIF.PL I 7 SRF.PL I .. N.S.3 F.S. N.S.k F.S. 1� 3� 12L4xOST PL 12L �2x5�4x0�L i• to F.S. 1x MS.k F.S. PL Xz12x1'-1• �7• I � PL_Y4z12z1'-1• ��� I ��41�1�8• E OF io m I t m PL/eluncl'-0• ON q WEB I oN wee I (FAR SIDE) 1t A-i +610'-A- q 4$10'-BY! Q4 48'Cl. Q4 PB'CA PLtx14x1'—Y � PLlx14a1'-2'• 6• ELEYATIQd ELUAMO (J1) (J3) Qcmr.f.e-L- N) 8 STL. COLUMN Fe,-De-i'1, 8 STL. COLUMN 7 REF:SHT.M E17 11.1'-0' 1'..—r'll-4 7 W.SHT. 0,E17 1..,v=r 2 REQ'Q. - PRIMER 1 REQ'Q. - PRIMER SHOP N�,p 1.ALL STEEL TO BE ASTM A35 2 ALL STEEL 1O HAVE PRIMER FNUSH LA FER & ASSOCIATES HIM. DALIAS,TMS yy a�- FINISHED PRODUCE FOR SHIPPING ALL HOLES TO BE 171891 U.N.O. 4.ALL WELDING TO BE DONE BY OUAUFlED No1m try PERSONNEL TO ACCEPTED SHOP PRACTICE xa MR li OIC/CI xl ININ �x a�axa o.�am S.ALL WELDS ro BE 1/4-Mw. Frt1ET WELDS sta 00L"" tj.o os-u UNLESS NOTED OTHERWISE. uatc rowrw lux tvly soanx WNW arc or.anr tw�ent,ierxa1 7 +figs' fi� �P3Y�. 'A osvP�7. •q owP3y2 •q 12 12 12 12 II 12 PL74z7x1'-Y P�37�4z7zt'-2• PLY4x7x1'-2' PLY4x7z1'-2' PL/4x7x11'-2• PL'x7x1'-2" CENTERED ON CENTERED ON CEDWERED ON CENTERED ON CENTERED ON { CENTERED ON COLUMN COLUMN COLUMN COLUMN COLUMN COLUMNM1 • i 1 0 y~ / VIEWA �� I +625'-9• � 1 +625'-D• +625'-O' N 7 VIEW A as VIEW A '7' n Sul'GA n Sk2'GA Yt•GA 1 N O % N iT' :2 N _N ON OF WEB ON CL OF� I (2 PL3O�F FLANGE ur+rt OF FLAAIGE A �- +610'-B'2" +611'-�'Z• +611'-3'L' o xc tY 0 6"GA. Q4'0 6'GA. Y4 0 6'GA PLtx14x1'-2' PL1x14x1'-2• 6' PLl%14x1'-2• 6' ELEVATION ELEVATIO 12 Ems`r 1-7 Coles"-NSELEVATIO (KZ) (A2) Pcif- 31 I Y (C2) sBSTL. COLUMN _ B . STL. COLUMN 8 STL. COLUMN REF: SHT. E3, El 1'=1'-O' 8 REF: SHi. E3, E7 1•�t'-0" 8 REF: SHE. E3.E7 1•=1'-0' J - E9 k E14 E10 &EIS 1 REQ'D. — PRIMER c 1 REQ'D. — PRIMER 1 REQ'Q. — PRIMER SHOP NOTES: 1.ALL STEEL TO BE ASTM A36 2.ALL STEEL TD HAVE PRIMER FINISH LA FER & ASSOCIATES HIM. DALLAS.TEXAS 3. = FINISHED PRODUCT FOR SHIPPING sc9f�� 1m 1. a ' ALL HOLES TO BE �6'r U.N.O. 4.ALL WELDING TO BE DONE BY QUALff1ED 06 es R•V i v 1AS AL PERSONNEL TO ACCEPTED SHOP PRACTICE ——art SHW DUALS. p�yT� nimwwNc a�°p1mc 5.ALL WELDS TO BE 1/4`MIN. FILLET WELDS �' =� OS-14 VO wm MmclAm Y. UNLESS NOTED OTHERWISE ENAE MOUMN RW PUMP MWN ac w1 MY OP PORT—ft U90 8 PL7BxBx1'-a" �3SG ON(L OF FLANGE �1[ +625'-4Y2" 14 m Y 1 ON gOF6aolli lZ 1 " 7 7�16 5,-'7,,55�� 16 5'4(6 17'-476" 1Yfi' F7 EVATION STL. BEAM 9 REF: SHT. E7, E12 1"at'-O" 1 REQ'D. — PRIMER W1646 x 17'-5' f ON QOF�FLANGE ON OF�xFLANGE N4IE. vv ALL HOLES TO BE 1-x6'0 U.N.Q. +625'-9. m +625'-4'Z" !13/4-7 c� jj'' Y L_- 33�� •o 78xPL76xBx1'-0' 13/' 1.ALL STEEL TO BE ASTM A36 ON CL OF FLANGE ON OF RANGE . - 2.ALL STEEL TO HAVE PRIMER FINISH V-9WIS 5'-10" 5'- 6 3,r--= - FINISHED PRODUCT FOR SHIPPING a.ALL FIED PERSONNEL TO ACCEPTED SHOPDING TO BE DONE BY PRACTICE 1�116• VSSCT 5.ALL WELDS TO BE 1/4'M{N. FILLET WELDS ,PC(.our^^I UNLESS NOTED OTHERWISE ELEVATION _ T`7 P• LA FER & ASSOCIATES eSTL BEAM T 9 REF: SNT, E7, Et3 1'=1-0 �Norm a os 1 REQ'D — PRIMER WESim spas 05 1 au a aic.d r uooN PP4= FAME HOUWAN MW PUMP SfR M 9 ai aePNl u1a�a attic —W.Wf WORM.TOM rAIE YO/OIYS>'� ac w� W76x2s z 1T-5' +525'—ATIT +sz5'—o 12 17¢ ELEVATION 1 STL. BEAM 10 REF: SHT. E7, E12, 1"-V-0" & E13 2 REQ'D. - PRIMER W16x31 x 17'-5" +625'-4y2' TIT TT 4p =Hl6.0 U.N.O. -, 1111 Y L SHOP NOTES 72 1-y4 1.ALL STEEL TO BE ASTM A36 2. ALL STEEL TO HAVE PRIMER FINISH 1 5,—'�1,,55��6 5'-10" 5'—*6 3. FINISHED PRODUCT FOR SHIPPING 7� 17'-4%" 1 4.ALL WELDING TO BE DONE BY QUALIFIED —ti16' —Y76" PERSONNEL TO ACCEPTED SHOP PRACTICE 5.ALL WELDS TO BE 1/4"MIN. FILLET WELDS ELEYBILQb UNLESS NOTED OTHERWISE. LA FER & ASSOCIATES 2 STL. BEAM �.TEXAS 10 REF: SHT.E7 1"-1'-0" � ono K -- GUE BA K pJL 1 REQ'D. - PRIMER ——— OETALLS R,- aue a aE r uYem SIM BUYS 05-14 ox oBwui BBarm aa2c SLYF.YO�WIK ASaOPO.Y. pply(pT Saes GE WN CITY OF FORT Warm,T IAS 10 W16x31 x 16'-11�f6" +625'-B" VV +625'-4'2" 1 4- Y L� 12 14" A. 5'-10' _EY2^ 16'-101,6 1�6" ELEVATION 1 STL. BEAM Y1 REF: SHT. E7 1"a1'-0" 1 REQ'D. - PRIMER PL78x6 dam; ON ItOF FLA.GIFNGE 33�� ALL HOLES TO BE 1,16"6 U.N.O. +625'-0" m SHOP NOTES- m 1.ALL STEEL TO BE ASTM A36 ,4. 2.ALL STEEL TO HAVE PRIMER FINISH 3 Pl/6xex1'-0" ON q OF FLANGE 3. FINISHED PRODUCT FOR SHIPPING - wtax46 x 16'-11" 4/2^ 4. PERSONNEL TO WELDING TO B TO ACCEPTED SHOP PRACTICE 5.ALL WELDS TO BE 1/4"MIN. FILLET WELDS ELEY9Il0d UNLESS NOTED OTHERWISE LA FER & ASSOCIATES 2 STL. BEAM DALLAS.TEXAS 11 REF:SHT. E7 do E15 1"=1'-0" �AS Notm P° sa u� 2 REQ'D. - PRIMER r ,�>� �DEdLLS: PI06f BW n GIIE OxN M IUICIN STEEL BE116 05-14 a oRmMa MAMMR Off: SME NO AM6I ATCI6RIW. PIM1MCf ENGLE MOUNTAIN RAM PUMP SKAMDN MV pE/101 CITY OF r wank 7EKa 11 7,716 1�- (41 P�I.��rl3YFWIGE 1�" i�" 1�4 +625'-9' DR +625'-9' V. 71)(8 1 v�, W18x46 x 17'-41-fi v" �•1+1Q —v- W18z46 x '1 1Y-41j 6• �tc6 FLMTION � „ —e'2 6Z � �1 BSTL. SEAM 8 STL. BEAM REF:12 SHT. E7 & E14 1"�1 U" 12 REF. SHT. E7&E14 1"+1'-0' 1 REQ'D. - PRIMER 1 REQ'D. - PRIMER 771�4 13/q I SEE PLAN 1N" 1�4 W1208 x 16'-11' — —5c• W12xI9 x 17'-101)ffi 1X8. (OW16x31) (oW16ra6) ELEVADQ EUN00N 812 STL. BEAM 8 REF:STL. BEAM'-SK E� 1"- -0- 12 SHT.E7 1 REF: 1' 2 REQ'D. - PRIMER 8 REQ'D. - PRIMER SHOP NOTES• 1.ALL STEEL TO BE ASTM A36 2.ALL STEEL TO HAVE PRIMER FINISH LA FER & ASSOCIATES HM. DALLAS.TIXAS 3. FINISHED PRODUCT FOR SHIPPING AS KV= v -xa n— ALL HOLES TO BE 1 Wry U.N.O. 4, ALL WELDING TO BE DONE BY QUALIFIED PERSONNEL TO ACCEPTED SHOP PRACTICE O5 w Ae• xa� MW DtTAtlS -A-05 A-. w oev' cwmm a1Om"Eoc 5.ALL WELDS TO BE 1/4-WN.FILLET WELDS srtp,x.... OS-14 s-uE"m'M A-�• UNLESS NOTED OTHERWISE M10�� EAME uo{MfNl RAW KAV$1XIM sum arc or roar WONRL 7016 12 Y COPE COPE 7' x' 7' COPE COPE 7• 7• COPE COPE r 1�4 (z)1�16`xr sLor HOLES 13� 1 ' 1 1�. +639'-O"�j (2)716"xl'SLOT HOLES +639�� (2)i"xT'SLOT HOLES �� ?: +639'-0" �—� ?j PLY6x6x1'-0' W2.)PAXF I. -a. . ON OF FLANGE N 71716 1'-0" 71716 71716 W7209 x 17'-4�' W1209 x 17'-4%" 1 ih6, W12xi9 x 17'-4%' ELEYAIl4b ELEVATION �1LM6m '1 STL. BEAM STL. BEAM STL. BEAM 13 REF:SHY. E12& E19 1"=1'-0" 13 REF:SHT. E12& E19 1"=1'-0" vSs 13 .REF; SHT. E12. E13 & E19 1 REQ'D. - PRIMER 1 REQ'D. - PRIMER CA„"',Q 2 REQ'D. - PRIMER T COPE COPE 7" j7T' COPE COPE 7" � 7" COPE COPE T 1 13� 1-" 1%• 1�q� 1 1y4• 13� 1%a' +639'-0"?j (2)716'xt'SLOT HOLES (2)716"xt'SLOT HOLES (2) 6.I-SLOT HOLES �r ?'r +639'-or �► ?� +639'-0'?9TT� �--► ?j ((2)!`Ax8x1'-0' ((2)}Pf 6x6x1'-0• ON fL OF FLANGEOti OF FLANGE 71�16 1'-0" V-0• 7�(6' 71�16 1'-0' 1.-0.. 71 6 17� W12x19 x 22'-O%" 1 W12x19 x 22'-0%g" 1 11� W12x19 x 22--Y16' -Y16" -Y16" 1XIELEVATION "�( ELEVATION ELEVATION eSTL. BEAM 4t ass f' 8 STL. BEAM e STL. BEAM 13 REF: SHT. E77 & E19 t"=1'-0' c V'� Q 13 REF: SHT. E79 1"=1'-o" 13 REF: SHT. E77 & E19 1'=1'-0' 1 REQ'D. - PRIMER ��`� 1 REQ'D. - PRIMER 1 REQ'D. - PRIMER 7' COPE COPE 7• 7• COPE COPE 7" -• -�7D J5;HOPNOTES, (2)1716'xi"SLOT HOLES 1Y4+639'- 7 (2)1�76T1"SLOT HOLES 1.ALL STEEL TO BE ASTM A36 1 W12x19 x 21'-10%' 1 VV 111tt W12x19 x 22'-6%' 1 2.ALL STEEL.TO HAVE PRIMER FINISH ELEvano 3. FINISHED PRODUCT FOR SHIPPING N E�VATION � 4.ALL WELDING TO BE DONE BY QUALIFIED e STL. BEAM STL. BEAM PERSONNEL TO ACCEPTED SHOP PRACTICE 13 REF: SHT. E19 1"=1'-0" r131 REF:SHT. E19 1"=1'-O" 2 R EQ'D. — PRIMER 9 R EQ'D. — PRIMER S. UNLEESSS�NOTEBE OTHERWISE" FILLET wE`°5 LA FER & ASSOCIATES OALLAS.TEXAS NQIE a mom °W6 Yon Qae os w xoe i Ry. ALL HOLES TO BE')Vs U.N.O. °�TM6 saF oEiwus: �oar BIR 6 OlE Wxl M IB16W W UILLw1A1.YWNG UitY. Ste•BEA1L5 Q5-14 P=YOUKAW R4W PURP WAMN i1°x IMD N4Q FFOIfCf CRT OF FOR!WORM,TENS 13 OIE GIGI' (2)LONG SIDEOOF SLAT PARALLEL WITH WEB +64r-O' PL3/4x7x1'-5 16' . «. +lam rN ?0 � � . 3u2'GA p Jg�t1�6 1 "76 7�0• ON rt FF-0W1GE ENO VIEW 12 4% AIV o'��t.�c1ttR (�1" MUM x 20'4xv. Tt �6 P 4x14x1'-2' ON CE OF WEB +639'-O" PV6x6xi'-D' I 1 7'GA ON(L OF FLANGE ELEVATIO CiV 1 STL. BEAM 14 REF: SHT. E14, E16. &E19 1"m1'—O' 2 REQID. - PRIMER SHOP NOTES: 1.ALL STEEL TO BE ASTM A36 2.ALL STEEL TO HAVE PRIMER FINISH 3. - FINISHED PRODUCT FOR SHIPPING 4. ALL WELDING TO BE DONE BY QUALIFIED PERSONNEL TO ACCEPTED SHOP PRACTICE 5. ALL WELDS TO BE 1/4"MW, FILLET WELDS UNLESS NOTED OTHERWISE LA FER & ASSOCIATES DALL S.TEXAS maw p�qg AS �wc we -or ALL HOLES TO BE 1)16.0 U.N.O. OffAM ®x a oa on, ,eom o,m BrAIS 05-14 ox waa�wage aeuc uw�uawdw xAw vuw a.� 7 4 muc rm.ouar Atosirir. rxoacT ow or r roaaA',ows aC w, (2)1X16x1 SLOT HOLES LONG SIDE OF SLOT PARALLEL WITH WEB +64r-O" PLY4x7x1'-5?46" , 9_ 3u1"GA PUNS Deg-61 go_s I END VIEW 12 / 4% W16x36 x 20'-01�1VV 8" �6'_ PLY4x14x1'-2" ON 9 OF WEB S OLYL�/30- -14- +639'-0" PL%X&1'-0" I I —7"GA ON fL OF FLANGE .� Fo ELEVATIQ y 0 Y2' 7" . 1 STL. BEAM 75 REF: SHT. E15, &E19 2 REO'D. —_PRIMER SHOP NOTES- 1.ALL STEEL TO BE ASTM A36 2.ALL STEEL TO HAVE PRIMER FINISH 3. a FINISHED PRODUCT FOR SHIPPING 4.ALL WELDING TO BE DONE BY QUALIFIED PERSONNEL TO ACCEPTED SHOP PRACTICE 5.ALL WELDS TO BE 1/4"MIN. FILLET WELDS UNLESS NOTED OTHERWISE LA FER & ASSOCIATES oALus,TE%AS A tlAS W. Cl 3� Yfil p R4 ALL HOLES TO BE j 3 6'0 U.N.O. oa.TM�art 5N01'OEfAM aw ow"Mom a1O1AMsrx STEEL� O5-14 Sac m Kwso Accamww. FJ61E MOMIAIN RAW PUw STATION 7 s 0E NM aSY OC pw wow.Tops (2)lia�151DE OFSLOT PARALLEL WIIN WEB 3� 7� 4."7'-0' PL74:7x1'-5/16' '7• 3u2'GA END MEIN 12 —�4% W16x36 x 2O'-dxe II�I6' PL¢l�t�Y +639.-- r GA e ELEVA110 X- r ' 1 STL. BEAM 4- 15 REF; SHT,E15.!Elo 1"-11--0' 2 REQ'Q. - PRIMER SHOP NOTES: 1.ALL STEEL TO BE AMU A36 2.ALL STEEL TO HAVE PRIMER FINLSH 3. . FINISHED PRODUCT FOR SHIPPING 4.ALL WELDING TO BE DONE BY QUALIFIED PERSONNEL TO ACCEPTED SHOP PRACTICE S.ALL WELDS TO BE 1/4'MIN. FILLET WELDS UNLESS NOTED OTHERINME. LA FER & ASSOCIATES DAUAS.MAS d� As Norco a wam. uaxmww— ALL HOLES TO BE1)(IT'O UAO. w re a a[ wo xxN N uim� wrt IMM WANL 05-14 a aawx oars nmr m�E•D ldm Aaao.Rr. fliOlC IrOUNra R NAP armOw aE xxr arc Of weNoa■ow 16 M CENI71BL1 BOTH � OF I�tIBEON TUBE 1Y� 10' l0' R' SmES TUBE i OF THRTUBEB BOTH CENTER SLOT ON TUBE CENTER SLOT ON TUBE 10' 10 1 REO'D. IiSS616zxi9'-10' MK L17J 1 REO'D. HSS6x6x%x31'-11' MN 17 11 1 REO D. HSSBx6x%x17'-2' MN L17J 2 A'-33.30' 2 REO'D. HSS6x644x2D'-3' MK 17 12 1 REM). HSS6x6x41Bx17'-5' MK 17 g 'A'-12.38' 2 REO'D. HSS6x6ry4x19'-6' MK 17 13 1 REO'D. HSS6x8z416x17'-3' MK 17 1 FWD. HSS6x6- 6x34'-O' MK 17 14 1 REOb. HSS6x6xX16xi6'-3' I 17 5 A'.,236' 1 REO-D. HSS6d. 6x3.T'-9' MK 17 15 1 REO'D. HSS6x6x)(6x16'-1' MK LU7 6 A'�13.88' 1 REO'D. HSS4x4;V4�i0•-7' MK 17 16 1 REOb. HSS4x4�4x14'-7' MK 17 7 i1'-offI 2 FWD. HSS4x4'y4x2O'-4' MK 17 17 1 REA'O. HSS4x4y4z10'-4' UK 17 B A'-15-41' 1 REO'D- HSS4x4yy4x19'-9' MK S7 18 1 RED-D. HSS4x44Y00'-6' MK L17 g A'� 14.28' 2 RED D. HSS4x44Y4x19'-7' MK 17 19 i REOb. NSS4x44x9'-10' MK LU7 A'-14.28' ELEVA110 20 1 REO'D. HSS4x4;Y4x9'-9' MK 17 STL. TU B E •A'-0.a' REF:SHT. E12 TIRU E17 1-1-0' PRIMER 1 REOb. HSS4x4r�Y4x9'-7' MK 17 A'- 15.41' SHOP NOTES- 1.ALL STEEL TO BE ASM A36 2 REpb. HSS4x4*V4x9'-4' MK 17 2.ALL STEEL TO HAVE PRIMER FINISH 'A'. 14.28' 3. -FINISHED PRODUCT FOR SHIPPING ELEATIO 4.ALL WELDING TO BE DONE BY QUALIFIED LA FER & ASSOCIATES PERSONNEL TO ACCEPTED SHOP PRALTCE DADA%TES S. ALL WELDS TO BE 1//4•MIN. FILLET WELDS STL TUBEx ,S xoiln = DOW OTHERWISE. UNLESS NOTED o7SE. REF:SHT E12 TH RU E17 1-1•-0' PRIMER ^law"° r s we xa■uxaxx STEEL TUBES 05-14 a aoa,oxs cm m x oo xoxe.msnx Emu NomrN+PAw Puw!ww 17 0 an o0 ooer wantK TEIfAS 1}F4 9' IX" L4x�r)fBx0'-lli2' IN2 0 3• L44A6xO�-w2' >Y 1. � 3 0 3' ---fir y (4)i�6xi SLOT HOLES � � � � (3)13�16x1 SLOT HOLES � � � � (2)1216z1 SLDT HOLES 3, 1 I+ r (4)1i160 HOLES iy. 9' �- �- (3)1�60 HOLES TY{ IF �� �4 (2)1�60 HOLES � 3' lY' 303' 203" 1 fY2. .V.. Vv. ELEYA➢Otl EIMON ELEYADON STL. ANGLE CLIP STL. ANGLE CLIP e STL ANGLE CLIP 18 REF ak E10 SCALE:3'-1'-0' 18 REF:E9 k EID SCALE:3'-1'-0' 18 RER E9,E10 do Ell SCALE:3'-1'-0' 20 REQ'D. - PRIMER 20 REQ'D. - PRIMER 110 REQ'D. - PRIMER 6z7�BENT PL �� C� �I 5� }C20x4 H.S.0 2'-0'O.C. (2)111�16'�79/(6 SLOT HOLES � 11 1 --- ------ -------- --- 1Y2' s• 1Y2' 1'-0• 4 SPA 0 2'-0'=B'-O• 1'-0' 1� B" 10'-0" ELEVATION ELEYA➢ON 8 STL. ANGLE CLIP 8 STL. ANGLE REF: 18 E7 do Ell SCALE 3'-1'-0' 18 REF:V7 E9$10 k E11 SCALE: 6 REQ'Q. - PRIMER 16 REQ'D. - PRIMER iHOP NO I.ALL STEEL TO BE ASTM A36 2.ALL STEEL TO HAVE PRIMER FINISH 3. a FINISHED PRODUCT FOR SHIPPING FIELD MATERIAL: FIELD BOLTS: 4. ALL WELDING TO BE DONE BY QUALIFIED a PERSONNEL TO ACCEPTED SHOP PRACTICE 50-STL L3x2.,V4z1'-2 WITH PRIMER KNISH H1 440--Ox24 A325N HEX HEAD BOLT W/HEX NUT&FIAT WASHER 5.ALL WELDS TO BE 1/4-MIN. FILLET WELDS UNLESS NOTED OTHERWISE 7 8-C6x8.2x6'-O'WTTH PRIMER FINISH 18 46--Y4x*4 A325N HEX HEAD BOLT W/HEX NUT x FIAT WASHER LA FER & ASSOCIATES DALLAS,TEXAS 206--y40x5 HEADED STUO WITH PRIMER FINISH 12-%OxS HILTI ADHESIVE ANCHOR A�otED xd a cm a 05� S w 3 RA6 alT.Tlss 91f. SHOP DETAIL poew m w B am 60 M Lom STEEL ANGLES.•OLPS OS-14 ON qp C oft O amc RIVE AW:ITS ACMMMX EAGLE MOUNOJN RAW WATER PUMP STATOR 18 pE xAM fair of FORT--QWK TWOS M&C Request Review Page I of 2 City of FortWorth Employee Intranet rwww.cfwnet.org FURTWORT EmployeeDirectory I ACToday I EmployeeDepartments Print M&C COUNCIL ACTION: Approved on 6/19/2007 - Ord. #17613-06-2007 DATE: 6/19/2007 REFERENCE NO.: **C-22197 LOG NAME: 60EAGLE MOUNT CODE: C TYPE: CONSENT PUBLIC HEARING: NO SUBJECT: Authorize Change Order No. 3 to City Secretary Contract No. 32568 with Archer Western Constructors, Ltd., or onstruction of the Eagle Mountain Raw Water Pump Station Improvements and Adopt Appropriation Ordinance RECOMMENDATION: It is recommended that the City Council: 1. Authorize the transfer of$28,608.35 from the Water and Sewer Operating Fund to the Water Capital Project fund; 2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Water Capital Project Fund in the amount of$28,608.35, from available funds; and 3. Authorize the City Manager to execute Change Order No. 3 to City Secretary Contract No. 32568 with Archer Western Constructors, Ltd., in the amount of_$28,608.35 thereby increasing the amount to $7,114,064.29 for the Eagle Mountain Raw Water Pump Station Improvements. DISCUSSION: On October 25, 2005, (M&C C-21109) the City Council authorized the City Manager to execute a contract with Archer Western Constructors, Ltd., for the Eagle Mountain Raw Water Pump Station Improvements in the amount of$6,888,500.00. This project consists of the installation of a new raw water pump station located south of the Eagle Mountain Dam, along the West Fork of the Trinity River. On March 30, 2006, Change Order No. 1 in the amount of$24,346.10 was administratively approved, thereby increasing the contract to $6,912,846.10. Change Order No. 1 consisted of the work to reroute overhead and underground dual feeds to the proposed pump station resulting from construction conflicts due to incorrect field locates and as-built information. On January 23, 2007, (M&C C-21943) City Council authorized the City Manager to execute Change Order No. 2 in the amount of$172,609.84, thereby increasing the contract to $7,085,455.94. Change Order No. 2 was required due primarily to a steel pile quantity overrun. Change Order No. 3 is required in order to compensate the contractor for additional transverse reinforcing steel required in the pump station reinforced concrete foundation along with revisions to the pump station building structural steel roof to column connections. Staff considers the proposed change order amount to be fair and reasonable and recommends approval. http://www.cfwnet.org/council_packet/mc_review.asp?ID=7794&councildate=6/19/2007 6/20/2007 M&C Request Review Page 2 of 2 FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that upon approval of the above recommendation and adoption of the attached appropriation ordinance, funds will be available in the current capital budget, as appropriated, of the Water Capital Project Fund. TO Fund/Account/Centers FROM Fund/Account/Centers 1&2) P164 472045 060164052005 $28,608.35 1) PE45 538070 0609020 $28,608.35 2) P164 541200 060164052005 $28,608.35 3) P164 541200 060164052005 $28,608.35 Submitted for City Manager's Office by: Marc Ott (8476) Originating Department Head: S. Frank Crumb (8207) Additional Information Contact: S. Frank Crumb (8207) ATTACHMENTS 60Eagle Mount Ord.doc http://www.cfwnet.org/council_packet/mc review.asp?ID=7794&councildate=6/19/2007 6/20/2007