The URL can be used to link to this page

Ordinance No. 12,016 ORDINANCE NO. 12,016 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF BAYTOWN, TEXAS, AUTHORIZING CHANGE ORDER NO.4 WITH LEM CONSTRUCTION COMPANY, INC., FOR THE WEST DISTRICT WASTEWATER TREATMENT PLANT EXPANSION PROJECT;AUTHORIZING PAYMENT BY THE CITY OF BAYTOWN,IN THE TOTAL AMOUNT NOT TO EXCEED THIRTY-THREE THOUSAND NINE HUNDRED SIXTY-ONE AND 051100 DOLLARS($33,961.05)AND PROVIDING FOR THE EFFECTIVE DATE THEREOF. ++a+++++aaaa+rt++++++++rt++rtw+++rtrtwrt++rt+rrt+r+w+rtrtrrrrwaswwrrrrwwwrsxrrrrsrrs+sreat♦+saran BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF BAYTOWN,TEXAS: Section I: That the City Council does hereby authorize Change Order No. 4 with LEM Construction Company,Inc.,for the West District Wastewater Treatment Plant Expansion Project. A copy of said change order is attached hereto,marked Exhibit"A"and made a part hereof forall intents and purposes. Section 2: That the City Council of the City of Baytown hereby authorizes the payment in am amount not to exceed THIRTY-THREE THOUSAND NINE HUNDRED SIXTY-ONE AND 05/100 DOLLARS($33,961.05)to LEM Construction Company, Inc.,for Change Order No.4 for the West District Wastewater Treatment Plant Expansion Project. Section 3: This ordinance shall take effect immediately from and er its passage by the 'ty Council of the City of Baytown. INTRODUCED, READ and PASSED by the affirmative v t City Council of ity of Baytown this the 23`d day of August, 2012. CE 9pYTOW.yl OTTSHEL ayo Pr ATT LETf 90 erk OF APPROVED AS TO FORM: e-119NACIO RAMIREZ, SR., Ci ttomey RU nTiIWCily Cowclradlnamtt0012Vub t231Chm& &NMWcsfl isWd WI NR ccl doc CITY OF BAYTOWN Change Order No. 4 BAYTOWN West District WWTP Expansion 8/9/2012 Brief Description of Changes: Due to structural concerns raised by RFI#6,#6b,and#26,the Engineer directed the Contractor to place additional steel reinforcement In the walls at the CCB(chlorine contact basin), in the walls of the headworks,and the edge of the clarifier slabs. The Contractor Is compensated for placement of the additional weight of steel In this change order(Attachment F). The total price for this change includes all labor,equipment,materials,supervision and traffic control to complete the aforementioned work. the Contractor further agrees that for the consideration in this change,the Owner will not pay for any additional charges for time,expense,overhead and profit or loss due to this change. Add or Delete Items: Item Description Unit Quantity Unit Price Total 1 Additional steel due to RFI 6,66, 25 LS 1 $33,961.05 $33,961.05 Total $ 33,961.05 Contract Summary: 'Original Contract Price $ 18,893,90 Previous Change Orders $422,608.43 This Change Order ,9 Revised Contract Price $ 19,350,469.39 Original Contract Duration-Calendar Days 730 Previous Time Extensions 30 This Change Order evised Contract Duraf alendar Days 760 L M Constructio , Projft4anager Date Dire or of Engineering Date Director of Finance Dat City anager Date Atkins, PrOject ManavDate LEM Construction Company, Inc. 10849 Kinghurst, Suite 150 Houston,TX 77099 Ph: 281-495-9550 Fax: 281-495-9995 Change Request To: Dominick Trupia Number: 11 Atkins Date: 6/28/12 1250 Wood Branch Park Drive Job: 2011-02 Baytown West District WWTP Exp Suite 300 Phone: Houston,TX 77079 Ph: (281)529-4273 Fax: (281)493-1047 Description: Additional wieght Added to Contract per RFI Reponses We are pleased to offer the following pricing to make the following changes: This change order incorporates the added wieght(in Ibs)to the total contract by way of Engineered changes specifically noted in the ressponses to the attached RFIs 6,66, &25. PLease find the following included in this change request: 1. Cover Letter from Katy Steel detailing the time line of these events 2. RFI 6&response 3. RFI 6B&response 4. Email coorespondence between LJA, Katy Steel, Atkins, &LEM identifying the addition of steel and revised drawings 5. Revised DWGS 6. RFI 25&response LEM requests that this additional weight added, as well as the cost to install this steel be compensated by way of a change order. The total amount to provide this work is $33,961.05 .................................................................................................. (Please refer to attached sheet for details.) The schedule is not affected by this change. If you have any questions, please contact me at 281-495-9550. Submitted by: meson h�n-,w(//irmrtl Approved by: LEM Construction Co, Inc. Date: Cc: Page 1 of 2 r ' LEM Construction Company, Inc. 10849 Kinghurst, Suite 150 Houston,TX 77099 Ph:281-495-9550 Fax: 281-495-9995 Change Request 11 Price Breakdown Continuation Sheet Description: Additional Weght Added to Contract per RFI Reponses Description Units Labor Material Equipment Subcontract Other Price 55,464 LBS of Additional 55,464lbs $23,018.00 $23,018.00 Steel per Engineering Request Installion of Reinforcing 55,464lbs $6,655.68 $6,655.68 Subtotal: $29,673.68 Labor Burden $0.00 Eqpt Service&Repair $0.00 GC Overhead&Profit $23,018.00 15.00% $3,452.70 GC Profit on Subs $6,655.68 5.00% $332.78 Bonds&Insurance $33,459.16 1.50% $501.89 Total: $33,961.05 Page 2 of 2 ,lam From-KATY STEEL CO 2813013848 T-414 P.002/002 F b88 ICATY STEEL CO. INC. MAR-MESH-ACCESSORIES %runel2,2012 Reference: Baytown WWTP Lem Construction Job#7409 Response to question on the wails at the Chlorine contact Basins and the revision to the same: The original drawing#51,section*W,was drawn without any reinforcing shown in the walls. The question was proposed as to what size and spacing should be used in this wall. in addendum#2,response#40,the answer was to use#5 reinforcing at 12"centers In both directions. Using this information,this is how the wall was estimated and detailed. On June 6,2011 i received Revision#Ito drawing#Si per RFt#10. In this revision the#5 @ 12"E.W.was revised thus: The vertical dowels were revised to#7 bars @ 4"on center. The wall reinforcing was revised to#6 bars @ 12"E.W. Also was added at the edge of the le slab under the wails was a#7 bent bar @ 4P on center. This revision added 46,010 to the contract=$19,096.00 On July 19,2011,1 received Revision#2,dated 7-19-2011,to drawing#51. in this revision,#S bent bars @ ti were added to the edge of the clarifier stabs. This was per RFl#25. The added weight for this revision is 9,45(W=$3,922.00 Please provide a change order for the total added weight of 55,4640_$23,018.00 Thank you, Jerry Tubbs Katy Steel Co.,Inc. P.O.8ex 735•KAY,TE as 774924M-TaL W)3917047•'FAX 12811)391-38+08 I LEM Construction Company, Inc. 10849 Knghurst,Suite 160 Houston,TX 77099 Ph:281-495-9560 Fax 281-495-9995 RA To: Dominick Truple RFI#: 6 Atkins Date: 4/13/2011 1250 Wood Branch Park Drive Job: 2011-02 Baytown West District WWTP Exp Suite 300 Phone: Houston,TX 77079 Ph:(281)529-4273 Fax:(281)493-1047 CC: Subject: Reber Detailing Questions Drawing: various Spec Section: 03200 Cost Impact: None Schedule Impact: None Request: Date Required: 411812011 Please see attached list of questions from our reber detailer. We need clarifications and some additional information so that we can complete the detailing for the concrete structures. Since there are quite a few questions,we would like to suggest a meeting between LEM,Atkins,Katy Steel,UA and the structural engineer to go through the questions. Requested by: Ken Stringer LEM Construction Co,Inc. j Response: •f E A-TTAC.ArAEMT_:5 PC Answered by Company Date Page 1 of 1 Ii i �l Baytown West District W Expansion yto - WTP - Rebar Detailing Questions(Katy Steel) April 13, 2011 EFFLUENT PUMP STATION I. Questions regarding the effluent pump station, RFI#1 LIFT STATION I. Is column diameter 18"-RFI#3 YES ' 2. Section B/45 shows two 8"wide walls. Sheet 43.shows horizontal bars to be #5 12". No vertical rebar is called out. We are assumingierticals are#5 @ 9"OC. Please confirm this is correct. ` 3. No reinforcing is called out for the baffle wall in the lift station. We have assumed#5 bars at 12" OCEW. Please advise this is adequate. 54V�'o h'40 S 4. Please verify the size of the openings on top deck of lift station 1� a. Over the pumps: sheet 43 shows the openings as 8'4"x 3'-10". The �, # section on sheet 44 shows the length of the opening as 8'-0". Please confirm which is correct. b. What is the size and location of the openings over the wetwell portion of the lift station? 2J L QP,r4ti�S`+1�3�f.► c. What is the size and location f the opening over the pump pit access stairway? No access hats or han m4 is shown at this opening. ' DIGESTER.MODULE 0'0yelp 1. 1n drawing 54 there are no sections cut through the structur the north- ;.�outh direction. Is the 8'-0"dimension from the inside f of the wall to the beginning of the slab thickness typical at all locations? f not we will need sections drawn providing dimensions of the foundation locating the thickened slabs and 15"slab. Sections need to include the walls and joint dimensions. 2. On drawin 55: 6r Section `A'there is no reinforcing called out in the gravity thickener slab. 0p I Please supply reinforcing bar size and spacing along with details for the , center pier and elevation dimensions for proper detailing and construction. b. In Section `B'the reinforcing is called out in one irection only. Is the reinforcing to be the same in bmh directions? C��-�,0� d � c. There are no details for doweling into the walkways. Will the connection' be as shown in the sections or will dowels from the walls to the walk be required. P details. Is reinforcing to be#5 @ 12"each way for thew sways? ®l'�� -D� S20V 7' L-OAAS Deus Baytown West District WWTP Expansion Rebar Detailing Questions(Katy Steel) April 13, 2411 3. Please verify the dimensions of the 15"slab area. 4 ��A'�V` `'"� ' "Ur"Min 4. What reinforcing is required for the sloped slab at the thickenerstructure? `�0., Please provide dimensions and reinforcing for the center;ump area at the Ale I UAU thickener. TIA SC�5. Please clarify the slab�nforcing: a. Section B on sheet 55 appears to show the reinforcing in one directio}� on y. Xs reinforcing in the other direction to match this call out? 10 p b. Section A shows additional top bars but no sm.spacing,lengths. Please 'ems &4 OAI clarify. -<'�- j ,Aj; /` b �� IP.Od MAIN TREATMENT MODULE 1. On sheet 51 no rebar size or spacing is called out for the lower 2'thick radius wall portion of the structure. Please provide. S bloL_� a}' Igo .,�-- r Il��oa» II�IIlIOB .® �g low HUI - 3H1 - r r l i �Ir — �. , 01 Imc le JIM l !.� c atYaataaa Ya299 age aataatatc : aaaa =aat as:aaags to aatta g R4119s449 �0 � � ( 4ae994499 ^ aa41.1 1 iR1i1x aa. ^, t»`aats• � i t aatt � s p � � � ��' � ii111 {i1 � lik9i iii. � 1i�19S11�id a iit •1iLd Q ' ttttrlYfats 1' ISSIVIN1811i Ill, g eI=aM aettit l �, t7 � � ' ��aaaraaa: oaaa��a .a •i a; t+====! i.� 9 11141=9R9{{ 44R4141R44 • /4111111 a $ � � � i i11iti4iiii w iiititii+.4 � � iiiiil4i 1 4 a aaSat aaRii' a � � � I f ttf MYttas � agtrtf sas � rtPMYf ata --I vs �,* at+aaaaa+ asaaaata ttraa++:+ 44g1999914�� 449994I9• 4 R499I919i9 i1{{=1"aaa 7 mi ; a R 1ii' 'ti T a�tttootess � agrssaY�Ys � eg a,+rgattrts : ~ itiaaaiata aiiatiai to - iT +�=aaaa=aa= 4414454994 F 44++t9sI"s4 4.4499!1 19 ,� � � 111,{R(■4 i444'a44�}44 iil 1 iiiiaiiaii I C { fit 0 • M1 • 1 f M tar X IX 144 � :� yUY;�%1�SI,��.r ;1.: •,,..ram.. 1 1 *4� 4 I � 'f'• t t' S R •"r 1 .a o 1 A 't r� 0 r r t n 1}�j:F�'ls;;SY;vi 1�'�l;t ?�' i��.aPti•�.�•1�ii[�fr•y_+, a--s'A 1 ' - a n r� s s w i` lm Ul 0 �~ LEM Construction Company, Inc. Me 10849 Kinghurst,Suits 150 Houston TX 77099 Ph:281-495-9550 Fax:281-495-9995 RF! To: Dominick Trupla 01#r G 15 Atkins Date:4/13/2011 1250 Wood Branch Park Drive Job: 2011-02 Baytown West District WWTP Exp Suite 300 Phone: Houston,TX 77079 Ph:(281)529-4273 Fax:(281)493-1047 CC: Subject: Reber Detailing Questions Drawing: various Spec Section: 03200 Cost Impact: None Schedule Impact: None Request: Date Required: 4118/2011 Please see attached list of questions from our rebar detaller. We need clarifications and some additional Information so that we can complete the detailing for the concrete structures. Since there are quite a few questions,we would like to suggest a meeting between LEM,Atkins, Katy Steel,WA and the structural engineer to go through the questions. Requested by: Ken Stringer LEM Constriction Co,Inc. �£S Response: A Oki C . K t Answered by Company Date Page 1 of 1 Page 1 of 1 Patty Hodges From: SR[sreed@reedcon.com] Sent: Sunday, May 22,2011 5:57 PM To: Patty Hodges; Ronnie McKinney Subject: Baytown Westside WWTP RFI#6 Attachments: 70 STD STR DETAILS 3 02.pdf; DMSP_Slab_Reinf(2).pdf Responses: LIFT STATION �M'f 1. Yes .�►�T 2.#5@12" �S v 3.#5@12" 4. a. 8'-4" b.2'x6' centered on pumps c.I need stair details before I can size the opening C;.a� Q -� U DIGESTER MODULE -I,S wad , 1. Yes 2. a.#6@12" except for the bars at the walls. b.The call-out says "each way". c. See"Walkway Details" on the attached "pdf file of revised Sheet 70. #4@12" and 4-#5. 3. The 15" slab's width varies between the 8' dimension and the 18" taper of the 2'-9" slab at the walls. 4.#3@9". The dimensions at the sump area need to be provided by LJA. I will then provide details for the rebar in the sump area. 5. a. Call-out says"each way". b. See attached"pdf' "DMSP_Slab Reinf(2) MAIN TREATMENT MODULE 1.#5@12"horizontal and#6@9" vert. Stan (Buddy) Reed, P.E., SECB www.reedcon.com Texas Firm F-2867 972 596-2852 •y 5/23/2011 - I 1 i rs N6 as 4 o cl h A6 B10 ALTERNATE ALTERNATE NB ALTERNATE PLAT+ PLAN l!B PLAN p10 10 BARS fig BARS #10—BARS WALL BAR SPLICES 10MO 1/4'-V-W' 91 ALTERNATE SPLICES o 'K aria APK 4wc ON na WALL DOWELS w[xl o°c .4 momuo ov •""ill=" I;. DIGESTER MODULE BAYTOWN,TEXAS RFHZV G(m REE KILL INC.r MEEn BAR IS ONE NCH IN LENGTH :..-�:w ouo.� O caNsuuINc ENDWCENS ON OTGOINAL DRAVANO.CNECK inn.plan.area r t 0. 111.0h. P1m4 Tom 8 SCALE AND ADMT ACCORDINGLY. '•••aro>w hr t-I4e.1 Ir,h 7x0� rlo. ...dne pelul Wp Iw...l mn. ''•!$tl�lp:' oTatoxw a+n 51ao Tt.sd °pxam 7006 OSI .�-- InnweMl.4-N MrnMl.�.Il.aul ONE INCH .nIM.11.r.ln..1 n..dcse .. jbiii /xARx DYx Sion Red DAM WL 20T1 or 1 lDQTB 1 jig r"L a1 s4L lilt v Ant a air I fb 8t Ail � �1 a Ct 04 1V ill IV JR1 a •,1 Aa4 �V 'J T151 4 twM i hill IT I;i W;I;;-- .............. .....;. ........... ......... . .......... .......... .............. Hi i il i i i H'i ....... ---- ............ iE ..........11 ............ ............ ............. Kill to I .......... ............ .......... oil 111111 1.1 1I! .......... NIl ................ -—-------- .............. .......... ................ ........... .......... Al�NtI1,#IIIIIIIII 1■ - n1,i-i-iii -in 111ii I•I -'1.� IIIIiAkI��l�.'illl111111111IIIIIIOlI llllllllltllllllll�llllll7lll`llll�-I�P��I�IIIIIillll 111111�11111111111!�I�111 Il lil.11■l.■r►B1•l117� r■t1Y�nniill 1 1I 1 }E 11117{ly IP;gI I+ i•iulnlu �::�:��:�:�� I i ,I'I..�f fi.P....IJ I:.i..l..1 CId� I I r :i:1.11111..•, I I.�ISI LII [II 1�":IFn lly.j I..i 111111.1 11 l�Ill l 1 i ll. 11.1I 15 r111111� I I 1r�I f"•/��al� I IN•I Illy am: 1 -1111111.. I..U.4Nu0.1� I Il 4 f 1... .L1 �... I.I .al.... t F�I .�LFI IIL 1■..14..n1.'JII�f III Il111 f I I I III 1111 l�llill'�.Illil��l�ll lll.l��lll ll llglll lllluu II KII ItI III 1►`pG`.�ii iliiiPgl ----_- ---_S:':-...r..Iuu.■i■■rxa.■..m r:imiai.r■i.i■Lt.Lu■uVrV■ rxrlal,rl■g■rlln■.l■ux■is.rau■ar0ma.■!vxen!I rNl■r J. inw-10r farrV.L.rWWW ... Wr N.r.L i...C ■ ■m■7aam ■■. am x■am man e■ r■rx . u■ ■ u. ■ .r ----- a YiVrr ■ ■.m.■.■ r.mmamammmm -p-i •r:..rw.■■rr.■■■r■...■.r�■rr.,.....�e...hrR■r.n1.lAl ....,.. -- - ==JI♦w■■. ■■lr■■au:■■ua..■■u.a r.u.:■uu■�■■Rr aJ�.r..---.■1 C - SNIa■1�mr...■■wua.aaRRRRaauura. ■RR■■ ■r■ nr_er -- •ao: -- =:,■Irmm■mi■ma.m■aRR.■■uu■1. ■wrrar■.rI�C■■■wram■■IICmtGc.:::: -■I■■.■■■■■■■■r■■■■■■■aR1RR■ ■..r.a..■ ■■■■■■■.■■ ■!■AiG-....ilrii ME on ■■...a RRRR■.■..aala■■w.■■.■ ■u.ma■.m■■r,wJ■Y..a T.■e --=-=-■uaa ■■R■R■■■..r■■r■l.mr.l■.■■■■a■ ■m■ ■■ ■m■ li■'w.r.:':::e' - ■mR■r. .■r.l■aRRR■■RR■■Iola■ua...�a. NW: ■J■■.err■■.■u..■ama■■■............■era■r■ ■.■ rl■�:-L ---'_?a'A■..■ ■rar■al......u.■u■■marms ■.■■.. .■■ rlm =':■or..m -=-=- IIIR■■R�■■.■..■■■■..■■■■■r.el..■m.m..■ ■marry ■.■ rIR..�.■r■tree '='+■1■■r■■■■aa.nn: ..l■r..r al■al■.�...rm. ra■ .3.'_-+■.....r1 __ _ _====?rJ....1.rrrr..r.5.rrrC r5. l.:rw.5..rh.5.5.5.5.:;c5:L5:5.5.5.5.5.L.I:r!..�.■■m.es1 ------=^■JmmJC•,TTTTT7TTT7TT44T44T777T7777 T T. TTTTTTTS7!l i"N, Yen!....... = u.■Jr, auwaarrrw ■ ■■■■ .a.wn uxl■aa vlb.erG■■.mrl.e __ _ ■J..1r ■.■■.■.r a.l rll lrrlr■ ■ramll II ■. ml■■ ■.r■r1C•_i1■■■■,Fl1 ===== on Ill NMI :::: 5 �1 IL. J':CC::L..::;{U11 11■a MONOMER r�'..CC IIII ■■■ •.■■■,.... aJm■mgm ■mwmmmmmu■ ■■as .unnuarrrru�.■■.r.�.�a■■r■,. 1 - - J.■JuC.r.r■■■arr...uu■ ■■r■■rtl..m..■■am■ ■■a.■!__'L•m.,eml C=S= -_+ ,'r..aummmmmmc•-=erecceececer_ -_--ac_:c--c--____cx-xe-.eC_��aBI J■i■■■■■IlOitlaar■■aY.YO.e.r IL r171■■auRl7 RaP■.■a.eRi■■■YBaI■1 -- - ■.1■ ■■w.■..■11..■.■6r■■■■■I.r■lo.I1IIB■.ea■m...6Nru■Orl■9aadafA.l ml _-:■J■■JI■_ G.i■■■■■■■u ■a■m.■■■■■■ a...R■■ uc...��Ifell eS.J■■J■ - - .C:e:].u■■■...I�mmar■■are■ ■r■■R■u1�ur�...•.leer ==� -:■,■r JR -- y-- -•1■a■rm�■r ■r■■r■■a■rE■.r.■.u�'i�----71Lm _S.u■ .r _c == =-I:: r.-i 11111111111IIdI1 ■I III■a...r■■.rma■fsaln r....,ler =- - -:■Ir■ i.■■= - _-•'••' "71111111:1111■Ill7■Illllma■..■\.■.mma■■✓ +11:r:GL,lioi _-■u■■u■ -1°Li•'[L;a:1111111 mlu�alW Il■■■.■■arrm■fan ..-L7 r■� ----- �3wu■ru■rGG:c._..-C�-�_-.y■..■■ ■■■ ■■■ ■.....a.■■■m.em.amlu�L- ---- _-r'-L-{{,,'JL'R�CCr-.._------7■.■R aCMr■ ■.■ ■.■■■...mrrml■■�+nr----�t�l I ••--'-�� JNrrll.rh��p-•'--::CCI:�■■■RRRa■ ■a ■u.a■1R■aa■1.vur-�.-..ml a■■i■■.■■ ■■■.■■ate-��^.._=CCC-••■ama.■■..■■ ■.■mm.III111■aaa■..'nr.:.��■.e1 e0....,■7 rn!. r1lI11Ku uu. _--.��•iR■■■■.m.■r■.■ ■■■RR■■■■.■.■.■.e1i1:..--. ®C F mYuaaa.a.RtI NL�■YYL•�'_'-.-,_--_.--- ■.�.■■u.C■.a ■■Mm.....■am■.R�11r-_-- give - ■p......■.m11P■ 1■■!�-_--��__� J■■ ■.■Cmwmm.m ■mmmm■ ■m a■■e■m.I1a.1:..-•,..I • ``ea...■.a■.11.m .M■G---- .- ym■ ea■ ■■ ■.■ ■mree■eama■a.wn1:.-.-.•rc h■pl■■.r■■all■R�amaee-_ ._----..�R■ ■.■a..�■.■ am....... {EP.■■..r�/I1.17 ■■■1' -- ..._cc�7-ara■ ■■ ■.■ ■.rrr■ ■■I•.....ra.1.......lv■1 .rare1ur iYrh hrk'Y h1YYk4'li■..■.am■\■■.Clue■.rm■■ma■■.■r-�::.�Isr':.1�.:`r.:ei• IN POOR�:e1�7CM l�}l: rlrl Rr.eYellaa■■u..■ ■a.rrar■■ara1l■.CGG■..�ri. ..11 A; Y !'1r.p...,1_e■aramamCrea�a■ ■ar m.r ali.....r..1......:... ' Y li..r■■..�■■■Yn GO■.■rm■ ■■ ■r■ ■.lr.■ ■■■.■■■.ha..11w...■..■1 0"L.ru.4■ rIn1.1.CGCC�:I:M�C ❑mmaa■ ■.r■.■ ■aR■■ ■.tyro■ten... r e.F RMimm■mmm Innnrl--"^- CG-•.■.■.■ ■■ mm■ ■■m..■ ■■!!r ■■.r,a lr..:.:.■. Ir0■maYa■a11�■trl■M-'��'^_^:::"'_ara.ar�O■ ■Ra■amarr.■.■.5o511n..a■1.1 • Mmurw■.■■ 17 ■��lerl'�:�__•C_I:==.:7,C ■■■■uu■ ■.■ ■aa■ ■■Ii ■a.l�fl..••r■..1 1mlm■m■■.a�.11aa'Ylli'-'- -- ara■■■M..■■m■ ■aam�l■?!r■r.r,l llrr..r./■I' 1■t:'■■.■■y=rr■■■■■a�=_- --••--- .mamawm■■■■.jrrm■arxlh. a.l.Imnr.....11 f11' -• _..w�■r■� ...:::-.-.-^�=--a■■.■■■1■mm■ ■R.■■.l■■r•r■r■rr.11r...-rIE.1� • WY. rr:JlY_- .--:.-��•-- -J■..■■■ ■■ ■rRM..■■■.■■.r.;■.eb10 i1F1....■1Ir1 ... -- ":■I■■alllR-1'- ::�.- ::G�.{mm a■■ ON ■R■M■amm■�ar:•a■1>a.clr-...■1[DI -:.rrl■I■. .i:�E:.- ..::::�i::;7 11111 11111 1.11 MI I1111 ra■■■ ■gyre■■■taw nr.rr■.ICRF �� "e:: -•-•.■I■■■7.a...CC.:=^,;•``•^:a{I1II 1 III1111111 ■1 ll;lo■x e...m•r•m■r�n.r■..■I/No `■III■ra.m7aC__`��: .•+�IIII{I lull lla allll Ira.■■�.a!v..a■=:1:::■■■3 F:: +-S■I■..Jl --� a■m■mar■.r ■r■ lo■wM■■ ■■••••mw�gm...•a15e =-ailmmmm .err... l�.....r..l.�.■mt�E10....also, --- tiaua■ar--_--.--:-❑5c:y ■rru■rlis ■umr r.law�E�E�I■.Iur...■um ---- C=.7■r■arGG.ei11�C'■ ■■ia..m■■■■IH■Ill.r.r■r Mr■.a■a■■■IAe raiY■■■1�1M■ ====~r!7,7ew7a..■■■.11■m■CYrr■r.mrr■■mlolo.IlE�R�..w�M��Oq��{elI■r al.■■m1 .•-�--- e::R.aa7aa■ ■c=_eccte eeette -^---^- a ■J..uCr■r�alra■ la�iun■■ nnlo.nru000.ruoarc.=,■■m■Iu1 -s.7.■lL ■■■ ■e Ilm Ml�Ei1■�.aa■ ...nnluara.rr■F■M■a�.i Tmanlal _ _____c_,:■urJatrr•••" ■1 r■ r,r.Rr.m, ■■■■re.u■...■■a■ C ..,c:= GC-=--- 'le■..1e.1 ^-5m7■lllll.lul■ ■U'11ri,. .,11IIIIl■ IU1mmlllll■r.R.■a�R■r� C ■rf::,■■■■11.11 ,c ===yc.'R7■l�l■ ■a■rar■Iiwn.LInu.IJ ,`1 ■PUImRR■■■ ■■■ on RrG:�,■emul■ ----- -_dR1l..a■■■■a■a■■m..a■�arm■ aaYr ■aaRau.�a Rr.r L_- NmMIVI l� ■7••'ry ::::itirrrriaii i irii J.6id,iii MRNMrrr rr■ r1M.GGLrr.Yar - -----^- '.■.R- _.__._rrrrrrrrrrrrrrrrrrrr�rrer-rrrrr BI!r rMrc=+■■ar.l. a7a■■�Rt1�.aRRRRaa.r■■.aaRtia.aa.ua■ ■R■ lrrc G:.■■■■.u� ■'■R ra■memo■■■Rae..■.■ ■.lRr■Rm..x■a■■■■■■.l■ ■:: ar ■■■ma. L...='=== -i.7■■■■r■a■■mM■■.u.:.■■wram■wR■■ .luau■ ■.■ .■ u.a■..1■ ■1.■R■■all■laR■■■....MissmRI■l■.■�iw■...rrR■ R■■ memo u�p■■.■1■ _=� ■71x■r■aa■mma ■a.uruar■va■ am■a■ memo ■.■ a■ - ....u■ i ==_ °demo�ImC.■I�aC■■■■■CEuurr■a.r.a.w.�r.r.uCuua a :i::..r.... ••-%-'�+-••-�_S.7■ memo memo 1la R■ mere RR RRR■al■■.■■■ meta RRR a■■■.r.ra■tLe...w��:e� ::::-:=CC-=t.'m.11■a.x.aau.aaaeaaruxara■oral■■a■ alr.��••• ...-._..■7■ ■ memo■ mar.aa■ra.a■■aauu.:ull■.■ ■■lamet= -:::�:..i "-'y------=Nu ■I:j■.■C.■■.■...ua........ra■■.R■RRa■■�..■�llrc G:.... w... GSIPI■ memo memo■a■■l.a.■■m■■ar■ ■■■■.l■Imam■■..■..■ .■I11. =".J■ l■■■■.■■a■.r..a.au■■ ■■.u■a■■■■ua■aa.molar■■.--• S■11■ .■r■a■rauuu■■.au .ua■Ra■rr■■a.aara rtl��•••••'• =3■ ■ memo.■r.l.■rmmM.■w■■■■1...■am■■■..■.■m..a■■■■MIeRTC■ar.1. SSm:::^■■u■eau.■■la..■u■ma.■Oa......■■ ■ UMWi r■■r.■■ - --_ ■�. r.■•••r.�rrrrrrrrrrrrr-er.n•rrr-rrrrr_r_nreer■rrrr■ _�■■■r."■ eC :.-:r.'1f'A■tlri��rr��mom■■rr..uRRR■liw■■..■■�a■l.a■a■r u■uotP�. n■■■e.1■�I - -0 it /1'i i /1-i 1 f Illi I l I.� 11 !1 Itti1111 -ti4 5i5 {41114 511 it -�r.Y'.Iq ro'Il.rlll IYIIII 1 I I 1 III �IllII II IiIIIlIl lll�i�l'I�'11il.l�l11 ll ll�lil{llllll llllll 11 I III II��1111 III II l.I_I III..II..1 ■P9 �.L...; `.!', '•"'... 1 n ■11•rY 111L4r ra YYIYYIiI III I 1i/5I6�!"y:51 I i yuj 'i::GIII n,,e■I 1 E.1111FY111111 I4 {JI IL.I..a a n ii�ll111111.M lmV,.Y11.111111I�JI�I Oi 1Il II )IIII! I I� �1lIII 1{III I�Ei 1.IF11,F,FmI .IuL,Y.Y 111111111 �7 f � � �l��,l,��.( Ill �1 ll �L�l 4ll Ii::IIl11FlLr1. i■.1.111111111 { 1 iGa IFF..,■■li iii:ee..EJdB� IR 1.......1l C arflll:It1 i:111,:f aiu nl Cll:Iluu�lilll l nllnl llll lluuulll rllgluul�l uwulf/lm u.1 Inul Iln lu■logo neFIRM11 m.P... m1 u' SwL ...� __ ____ -_ Yg.a■ Ill�ltllllllrllllllllt Iiiii.iw ti u a Ihnili u i Ii I ifll d liiiiiiiilil uliil ifiiiuuuu :f111E1111111 I11111 II811111E I! "IIII Ili ll IIIII I II lw uEnul�ll n[II IUglln III::::iii11r1111HM�Yt q III III(IIIII I IIIIIII I IIII I II III II IIII IIIIIII(IIIII IIIIIIIII I I:::-a■u*a111111rg1■J IIII II11111 III 11 I IIIIIII 1111'i ! I III II IIII 111 III IIII111111(II111111E 11 i::eID11111®im11rO11■aEDM/MM..1 11 I 1I II II 11 1 IIII 1 IIIII IIIIII II IIIIII1111111111111 III I111111111 1::[1■!r■a11 EDtD■tlrr■Y 11 1 IIIII in 1]IEE 11111 IIIII I! 1 I II III I11111 IIIIIII IIII IIIIIII f::�•... flizilrl1111 II1111111111lip .�ii..!.�li......1!!�i!i�.:_II DD.IIN I�I■i�ImpuuunilYllulYl IIII'■_III._ I I I'lLlY11 liiiiiiiiiihiiliignuniniililii°:u OV nuD afro .r. uie CCCCCCCCCCRCCCCCC IN CCCiiiiiiiiiiCCiiiC,iiiiiii',." 'l17omma .� 7rmnu MD�u� raou RDoI■ 7:ano Daelml C urr lrl¢rrruur:■w■:uR umm awuR:m■um:m:■ moan■n:.:■■■...■.rlr. ® �.J:mrmuuruurrmamuCuuuaoumu■u:r ■rua■aLr.r.....I�l.. ® ar■rrr■rrlrrRrrrrlu■ ■mRmR■:■rmlmaaamrm■ ■l:r■■tl••■r■r■r■Ira:■. _ _ n.Ju■■l■ ■mmruumuurwuu■ ■uulu■u■ ■rrrur��rur.r■iw®ir _Ir- -=JR■aaamCma:■■:aa:::rm:maw:wwCmr:lr■■amrm■ ■::IEEE �:••••a®I• -- �.J:uouaoruurrwm al:rmalumw orauu:uu ■■r:.:.::;::�I:� `��_=Jurumurm::um:uu:murr■■uCuaaurrrlIyy:uau:■■■...... _'_====ccc.-=JammuaR■■mmu:■am:mu:rr■■uruuuw■ar:■Rmu:mr}••rr■■■w■�I■M m■ ■rraruaraarr■rrrra■a■■r■::mmarrw ■::■■■r••rrua:■®ia na::■Cwm:aa■■:Ear■r■aar■rra■alYrarraaraaaaarrra r.lrmmmam■sl:l :wama:mr::ml::wmaa■■Rm:a:r■ ■law:Rm:arRmrrmar■.rm■u:::0■■I:1 -'—_--------..J:■wA■�■■■::rrrrrwaDl..r■■r.a..awarmam��r�wr��r�at'..rwr■wraltRYI:1 ::..:::::..:.::::r..u::::: ..r Mon wool®In - -------=JmJim:'lC}}ft*�}}}}}}T TT}}7}3T}}!1}.4TTTT}}TT�!}T}**�u.rraaurla�la[ man it _--_ _=:::=JrrJral ■r�riC arlaarlaflll:I Wes.. � `n•',,=r::=J'JJJJu■■r1RoJJuuf rMrrr,uu:=C■-�'.��.a■■_.:.rr■.�.=rawrl1uIl:-ulr�-s�laR,■l.:�.�rp_■1.:.:■1aI_-A_-7!■1■1■1■■1r■1aus1l:1la1a1■lr1■1■u1■1:1u■8■arr0■1ur�11u11u1l}•IIrii■■C1i C■i■I a�ilrrl moG-:C:C- 7Jar f ■1fruaa■ 11111i--aurr— uUM III= Imam E.�r�6i®IC11■■ualr rr■rfr won::::::Iowa looms AAI■ mom o IiI �:L......a.,.--�G�ara:arrnlllrrlaau■:ura:■■■1 YiClr.■■■■I[1�71a1 ;.raua_7:::_:,v:�:..--7u■ r:■Mrnaa■r■■aaaur■■arra ranr■aurlr®■11 •;:I IWIt-=:-::I, �^ff■i�ua ■(IIIII■r:■■:a farrwau■1ldrlr:■■■■Ip�/I■ ® '•Irr■J�--.�--•--a rrf r:Err 1u11■aa:rrlluraaaaa■tFYilr■■fl■p@11a1 uuJ 1 =C9=zr■■faa■ ■t111 Err■■ra■■YlllllllC>GIr■wr■aiE®I:1 ■:m:rm:R:aa■:allow:mar■rim:tfilY■■r■.�Iml •�'�"�r��`- ■■■rr��•'+T: :+ .!mmmma■:Rr■:■l■E■■■marlE:Ramrll.�1■■■..d Il®wl 7nns::: anal0alua0auuuu:rrrwv■®1r■■r■:l�n tmlG�r■u:■:■■.0 1nu c: _ :=rruruR■ru:o r rul m roul:®1rr■r■■�1r�InI Irleo■rrr■rr:ud 1■luIeep::,:!, ._:==e=au■:■uu■ououurluo■■mr11r■u..Ie�u initgmwaamm■:■.t MOVED...--^, .._....m■r■ual■mla■r:ruull::arr:Rle�lrrrr.■:Ju.'I:D 1■Immummal:■.t Mmt■c._.:_..®._.:c.�Ruuw■:uuuuauu ■rrurDfslr.....:■..I. .al—w■:w arR r■1 a1111:___^... ..____:■l■■m■mm■:u■:■■urlr■■.■■■■�1r.■ru■w�1■ nlaafuru■:■ta �u�r--`----__....�rrr:rr■uuu:r:uul■•••■■■s�.r..r.re.rl. �mrrrf:i.:::■uuu.uuouo•ou..rau.....�nl. � �II�1111R111�II BpIINI111�11�mr..�1........mm............. • ■rr.ea.l■.....�,■ �mrrr :■ilrr■rl[■s�uwrr■uuler ■I�r■:warm• ■:■■::u■r■::■■■■■wrr■a...■■■...a■Ir.rr■■�®.clr to, wu:rrlr■.i ■1Mr��:`:""��"` w■ruoauuuu■:■u.....omn......,rv■.I� �. MrllDw mrr Ewmr.11 1atIC�.`.^,:�:��S�C�.�a::■mmm:aamr:■:■■ ■:a•••w••..•v'..u..■�■■ II:Ioaur:ur■■t tote=e:==_.---------u:uu:■u:uR:aD�a■:waunrrallr■.■■r.r�.. ` . 1: r---- ---::_= a:rraurouauu ■u■■■.ar:�1r■■■.■.®■■ 1 le:amuumrr■'I OVne::::::: :..:___u■■u■■■RuuR■■ralamlallw■tIIil:■■■■■.Ill�am � w,rwR■r■rr■r■nl unc::.:::::. :�C___-_�umomONNIU r■:0mmmuamlllml:NE"m .ulalv0D -!a �rurr upal,ut- .= ==_..uau■■w■■uuumu■:ul:■:r1901■■■Rwr.�'J1 rrr .- - — =:Rurumuu■uuraumu■aaur�,r1■■■■..•or1 • een '_ _=■:uuuuu:ou0r■0u0u:ltslr■.ur1u■ DM. -�71m17 efffRttnnul nfl�nm■IarrrarrrDrr�u■■...,m■r.■ =,7f... m _-,■■ra■■wfttll llt r■ ■r■r:rasa■■■■[wHl.■■.rrl�■ -7wm __: -n■ ■a a 09tutarnnauf■r■■■■ra1.f■.R■11m■ c7o11 _ -coramCuralnulm mtru■lrurume[.Ir■mR■rl®■ .7rw:7 '......,��......:. ::■ ■w Ral Hfal■Ra■uuM■n■ua.uaLl:■■■rrIII - _ - -=l■r!1 .------•--------7arrCuuDluuuuarulrun■ Ir•I___1�■ r. i UMNil0a1111111ul I6111191��661�aAr ORIIIIII IIIRII �N .Q......... ::71:a:■■:mllmm EEC-=:=�==—❑C=C=_=^=__"__==:=�:�==`c==c-==:==7if77rfuu■1al■1 7771l.r■l■■muamuu miaRGfu aEu rRuC■mr■aCm■■:u■fafriirf i■1nm1 1aum1:■ruaamwG■iR:uRru:u■■rGrr wCm-Gmi�wi gomlrua::::lra:u: a 1lfrr ruma Room■r:wir 1wo amlrR nw■ �rfl....vr■.��lL,lmriuiuiu:iu■u:i■a■irllMR:■■' tI--- -- 7:r7arwuua:l■■■�■rw■affumlf t�llI■fwa■■E■t■r:aaw■■.err:r■:;®'■ .--.-.--^------!■:■7Gii�iiiiiriirii�iiiiiiiirii ri■riJirrRiiiiirinD 7■■z... .■�.�. .r.. ..... r....rrr.rr� '-- ^------7mmr�'mr ■�Ilf u�mm�aa�maY�murerRlrum:lmmDimrlrrrL■.waw■u:lJUMHo ::smmmmmmmmmmmmm Emnmmmnmmmmoi IV 'I In --_=_ R7m■ ■m■ m:rmRmm■umm:m araumR:■ ■■umm■:a al urRa r�qa■■rim'.=:a :_--_---==_=,7■■ ■:■ ■■ ■:■ ■uumu uru:a■ uu:rmurumamla'■■■r..■.■ �. — _--- _=7u u■ ■■=u■ ■o■u:uluur■ moor::rlruuuRt:r7■r■■...��.'� .-'7w■ u■ ■■ ■:■EEHUHHmluwu■ ■ml:ualamu:ra:nel*�■•■■■■�:■ .� �cu■ ■u ■■C:uEw■ar■u:■umu.■ u:u ruuuraaa:-�::::::,�:� p -E � ::J•-:L.+''.�c.•.77'77 rra:wruCaruu■I�.■uuuuo■ua■uu:r:uu::urur:rew:::ru■■■:�■:Ru■rr:aurr■aa■:aamuuuu■rRu:■r:aauu:wuum:C:■m Cual::l■rmHim■ mu■w■r m :: uL■7wruo::::- =au uu : a ommC■ummmmm■m uuu■= 7 .■•iuiu.■i.■c',e■�ov■aIM' uo.M fil.■■■ i.■■. •• •• '••• •:I;(nll!QuupllilYilil inpnYi IIII fll II 1 111' i'IiuuriliiiuiulUnniilnpli� n7rnsr;lm■ tt 1i I 111i 11 I 1I1111i11 ii111 il[II IIIII 1 i 'll■1!Illttllaa nilll 1111111IIiIlilEl11111111 I' II:11I.1i. II11 II IIp�'I LIIIIIIIIIIIIIII II 1111111111111 :Il n'llu1 Q.. ml®fI1111t D■�■.■!1t111 111111(IIIII IIIIIIIIIIIII I'� I1111 illy 'IIIII 11111I1I111111 IEl(IIIII 111111 Dtt■tlwtM ■I■lalut■tn ■..1(IIIII III III IIII IIIIIIIIIIIII II IIIIIIIII II(IIIII IIIIIIIII 111111::::Dttr l■ttllErtl.M ■I®Ito DEtD1■...1111111 111111 III 11 111111 IIII, I (IIIII III1111111(IIIII(IIIIII:•__t... t■Elta�■ mlDenittDE■Dt■•r.l I11111 II IIII(IIIII 111111(IIIII 'I. I IIIII 1 11(IIIIIIIIIIIII III111 IIIIIII::•_tlaalaallem.■ a!NO" 11t"MM�M ", 111 IIIII 111111 I11I11 IIIII I II I I I I IIII111111111111 I IIIIIII(IIIII:•:'aE11t1aliM 0 ■ml■1trMruaP!11111�IIII11 IIII ill NI" II III. ,I III I IIIII�I 1114111(IIIIIIIII II�IIRIIIIII IIIIIII:'_'Nvmmiv■ur®:rD 1 61lII�I �IIIIlIIIIIIIlIIIIlUII!{Ililllli11111 !IIIII III�LI IIIIIIIIIIIIEIII111111111111111111111111111111ififi iiXil 1.�D■■I�aC.�.atIi1111111111111I n1111111111Y11111; I I'' III (IIIIIII IIIu11111111;111111E111111L1Yiii�111i...........l■�.. i,EM Construction Mail -FW aytown WWTP Page 1 of 2 Hunter Howard< hhoward@lemconstruction.com> CONMUMON FW: Baytown WWTP Jerry Tubbs<jerrytubbs@consolidated.net> Mon, Jun 13, 2011 at 11:16 AM Reply-To:jerrytubbs@consolidated.net To: hhoward@lemconstruction.com Per your request. Jerry Tubbs Katy Steel From: SR[mailto:sreed@reedcon.com] Sent: Wednesday, May 25, 2011 2:53 PM To:jerrytubbs@consolidated.net Subject: Re: Baytown WWTP Responses below: At 09:27 AM 5/25/2011, you wrote: Mr. Reed, I left a message on your answering machine the other day requesting that you clarify the projection of the #6 dowels for the Digester Module.Will that projection be 2'-7"per the lap schedule? If not, please provide the correct projection length. Use the lap schedule. I also wish to confirm that the vertical bars shown in your dowel revision sketch is correct. The#8 dowels are to have#6 vertical bars and the#10 dowels are to have#8 vertical bars. Dowels are OK but lets leave the diamaters the same. (#6 to#6,#8 to#8 and#10 to#10 using the lap schedule) There is not enough savings to justify the change. Also,have you had the time to review the dowels at the Treatment Module located at the Aeration Basins. am working on that now. The outer wall were to have the dowels revised similar to the Digester Module. The dowels and vertical bars from the Aeration Basin supporting the Clarifier were not called out on the original details. Please supply size and spacing for these bars. These dowels also need to be shorter as in the outer walls. These call-outs are on the revised sheet"51 TMSS1_02.pdf'. Let me know if you do not have a copy of"51 TMSS1_02.pdf'. If you have any questions, please call me at 281-391-7047. A timely response will be greatly appreciated. https://mail.google.com/mail/u/0/?ui=2&ik=b3c42a66c2&view--pt&q jerrytubbs%40cons... 6/12/2012 LEM Construction Mail -FW aytown WWTP Page 2 of 2 Yours, Jerry Tubbs Katy Steel Stan (Buddy) Reed, P.E., SECB www.reedcon.com Texas Firm F-2867 972 596-2852 https://mail.google.com/mail/u/0/?ui=2&ik=b3c42a66c2&view=pt&q jerrytubbs%40cons... 6/12/2012 LEM Construction Mail -Fu' -'aytown Page 1 of 3 CONSTRUC'rtoN Hunter Howard< hhoward a@lemconstruction.com> FW: Baytown 1 message Jerry Tubbs <jerrytubbs@katysteel.com> Tue, Jun 12, 2012 at 3:31 PM Reply-To:jerrytubbs@katysteel.com To: Hunter Howard<hhoward@lemconstruction.com> Fyi Jerry From: Ken Stringer[mailto:kstringer@lemconstruction.com] Sent: Thursday,June 02, 2011 8:35 AM To:jerrytubbs@consolidated.net Subject: FW: Baytown See attached. Ken Stringer LEM Construction Co. From: Reamy, Shirley M [mailto:Shirley.Reamy@atkinsglobal.com] Sent: Wednesday,June 01, 2011 4:03 PM To: kstringer@lemconstruction.com Cc: hhoward@lemconstruction.com Subject: FW: Baytown Ken, will you forward this to Jerry and remind him that all correspondence is to go through Atkins. j i Shirley Reamy E Senior Field Representative ATKINS https://mail.google.com/mail/u/0/?ui=2&ik=b3c42a66c2&view--pt&search=inbox&th=137... 6/12/2012 .LEM Construction Mail -FV aytown Page 2 of 3 1250 Wood Branch Drive,Suite 300,Houston,TX 77079 1 Main:+1(281)493 5100 Fax:+1(281)4931047 Cell: +1(281)468 6920 1 Email:shirley.reamy@atkinsglobal.com Web:www.atkinsgiobal.com/northamerica www.atkinsglobal.com From: Ronnie McKinney[mailto:rmckinney@ijaengineering.com] Sent: Wednesday,June 01, 2011 3:44 PM To: Reamy, Shirley M Subject: FW: Baytown Shirley: Jerry with Katy steel is saying he did not receive these two drawings with RFI#10 when it was answered so,would you please forward to him for us. Thank you, Ronnie From: SR[mailto:sreed@reedcon.com] Sent: Wednesday,June 01, 20113:02 PM To: Ronnie McKinney Subject: Baytown Mr. Jerry Tubbs said he had not received the revised Sheet 51. 1 have attached it. I have added additional info on Sheet 51 and have included "51 TMSS1 o2b"also. Stan (Buddy) Reed, P.E., SECB www.reedcon.com Texas Firm F-2867 972 596-2852 This message has been checked for all known viruses by Messagel-abs. This electronic mail communication may contain privileged,confidential,and/or proprietary information which is the property of The Atkins North America corporation,WS Atkins plc or one of Its affiliates.If you are not the intended recipient or an authorized agent of the Intended recipient please delete this communication and notify the sender that you have received it in error.A list of wholly owned Atkins Group https://mail.google.com/mai/u/0/?ui=2&ik=b3c42a66c2&view=pt&search=inbox&th=137... 6/12/2012 LEM Construction Mail -FW taytown Page 3 of 3 companies can be found at http:/Mww.atkinsglobal.00mflerms_and_condRionsAndex.aspx. Consider the environment.Please don't print this email unless you really need to. 2 attachments 51 TMSS1_02.pdf 177K r 51 TMSS1_02b.pdf 185K https://mail.google.com/mail/u/O/?ui=2&ik=b3c42a66c2&view=pt&search=inbox&th=137... 6/12/2012 a� UFZ � �� n.a yam uWi la § � - a h ��i1lI (.H .fl.N i O¢ Y�- - N 41 RA -,Ow "ON U SI U — ONq$e [-- AI c�.F I 0 L h LJk • i NCl WPI=1�N A ,11-A V•! LNN A-f }2 Az 0 4 I zI 6 U F= ¢ FZ < 5w tt Im g_ I aam o ME< �r Z� 0 LLJ U) °f!° g� 8 c! a 'I c9g — u-A AI • 1•N 1101/ 6 j AI i �A � - q A•r Slstl 0 I 1 U 11A J[ O -_-- 0 WA to fYr AI d.*--Zl - n 4 F °i�vsi-1ai� a 11 2N// ` X O all LLd Imo'-= _ Y gaFp={ $ '► �� ;1 l F . . §. LEM L. ,istnlction Company, Inc. 10849 Kinghurat,Suite 150 Houston,TX 77099 Ph:281-4954LRM Far:281-495.9995 RFJ To: Dominick Trupia RR#.25 Atluns Date:7115a011 1250 Wood Branch Park Drive Job:2011-02 Baytown West District W WTP Bkp Suite 300 Phone: Houston,TX 77079 Ph:(281)529.4273 Far:(281)493-1047 CC: Subject Clarifier Wails Drawing: Spec Section: Cost impact None Schedule Impact None Request: Date Required: 7/2012a11 Looking at Section°B"on sheet 51 the engineer shows the dowels coning from the clarifier slab In two different configurations.The outside face bars are We at 17 and are shown to extend the 11r11 height of the wall while the Inside face dowel are#811s and extend 5-1°from the top of the slab.The vertical bar that ties to this dowel is a#4 at Wand is shown to lap at the top of this dowel and not emend to the floor.My suggestion is on the outside face bars we give a dowel with a projection length of T-W. The Inside face dowels be shorten to a projection length of 7 r and allow the vertical bar run to the top of the Nab. Requested W. Hunter Howard LEM Construction Co,Inc. -2'•t/S�.A�' 1�S�G.6 �`.5 Igo c��G y�cs s,� �Q�lyJ,9,%t! - Olrioa> 40c-z 6A%VS .or- T,�a= TaP � 5L�8 .ter" ��' w•s1//. Answered by e-4�� -:;-z-//(F Z-/- Company Date Page 1 of 1 ag 'no(n ui F= oa:(z CL<M zi A 0 < z 0 sit LO pli 11 47 -V FB ---1 ji-f A ............ z In 0 z 170 Lu T-7 d. M i z 0 . F-74 a it UM 1\ I w �qi� -tin P AI A-t ............. x 0 m z w FZI w z 0 4-4 :R wi