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1993-095ALL0001F ORDINANCE NO. 93 -09's AN ORDINANCE AUTHORIZING THE EXECUTION OF CHANGE ORDER NO. 8 TO A CONTRACT BETWEEN THE CITY OF DENTON AND GRACON CONSTRUCTION COMPANY; PROVIDING FOR AN INCREASE IN THE CONTRACT PRICE; AND PRO- VIDING AN EFFECTIVE DATE. WHEREAS, on July 21, 1992, the City awarded a contract for the construction of certain improvements to Gracon Construction Company in the amount of $8,647,000.00; and WHEREAS, the City Manager having recommended to the Council that a change order be authorized to amend such contract with respect to the scope and price and said change order being in compliance with the requirements of Chapter 252 of the Local Government Code; NOW, THEREFORE, THE COUNCIL OF THE CITY OF DENTON HEREBY ORDAINS: SECTION I. That Change Order No. 8 to the contract between the City and Gracon Construction Company, a copy of which is attached hereto, for a total increase of Thirty Four Thousand Four Hundred Twenty-four and 00/100 Dollars ($34,424.00), is hereby approved and the expenditure of funds therefor is hereby authorized. SECTION II. That this ordinance shall become effective im- mediately upon it passage and approval. PASSED AND APPROVED this day of 1993. T BOB CASTLEBERRY, MA ATTEST: JENNIFER WALTERS, CITY SECRETARY r BY: APP ED A@ TO LEGAL FORM: DEB A. DRAYOVITCH, CITY ATTORNEY BY: Z~ June 1, 1993 CITY COUNCIL REPORT FORMAT TO: MAYOR AND MEMBERS OF THE CITY COUNCIL FROM: Lloyd V. Harrell, City Manager SUBJ: Consider Approval of Change Order No. 8 in the Amount of $34,424.00 to Gracon Construction Company for the Wastewater Treatment Plant Improvement Contract RECOMMENDATIONS: The Public Utility Board and Utility Staff recommend that the City Council approve the attached Change Order No. 8 for $34,424.00. SUMMARY: This Change Order will provide for the piping, manholes, meters, instrumentation and electrical work necessary to meter two sidestream flows and one effluent flow at the Wastewater Treatment Plant Site. One sidestream metering instrument is for the new 18" Belt Press Filtrate/Digester Supernatant Line. The other sidestream meter is a replacement meter for the existing 12" Filter Backwash Line. The third meter is a replacement meter for an existing Plant Effluent Flow Meter at the Dechlorination Basin. BACKGROUND: During the early months of project review, it was the design intent to meter all new sidestream flows for greater plant operational efficiency. Subsequent design review during construction revealed that the new 18" Belt Press Filtrate Line was not metered. During construction it was also found that the 12" Filter Wash Sidestream Meter was not functioning accurately because of the excessive water turbulence and surcharge in the filter effluent manhole. To correct the problem, this meter needs to be moved to a more suitable location in this line. Also, the existing Plant Effluent Meter at the new Dechlorination Basin has not functioned accurately due to sensitive electronic temperature variations and deterioration due to Chlorine Gas evaporation in the past several years of operation. An improved type meter is required. Design changes for this Change Order have been provided at no extra cost to this Contract by the Engineer. The sidestream flow metering will allow the operators to accurately measure the Nitrogen loading in the plant influent since most sidestreams recycle through the plant treatment process. The Operators can then accurately determine how many air blowers to turn on to burn off excess Nitrogen to meet Texas Water Commission Permit requirements (<3 milligrams per liter) or to satisfy cooling water requirements for the City Steam Plant (<0.5 Milligrams per liter). In past years, the Plant Operators have guessed at sidestream flows and amount of blower air needed to satisfy nitrogen requirements for the Texas Water Commission and the City Steam Plant. A Payback Analysis is attached showing that a saving of approximately $52,780 per year for the Wastewater Treatment Plant and $14,378 per year for the City Steam Plant will result from approving this Change Order. PROGRAMS, GROUPS, AND DEPARTMENTS AFFECTED: Citizens of Denton, Denton Municipal Utilities and Gracon Construction Company. FINANCIAL SUMMARY: Alan Plummer and Associates Engineer's Estimate $11,000,000 Original Contract Amount (Gracon Construction Co.)$8,647,000 New Increase or Decrease in Contract Amounts: Previous Change Previous Change Previous Change Previous Change Previous Change Previous Change Previous Change This Change Ord, Order Order Order Order Order Order Order ~r No. No. 1 61125.00> No. 2 91640.97> No. 3 $ 21982.00 No. 4 41950.83> No. 5 $71,187.00 No. 6 $ 91980.00 No. 7 $ 61196.00 8 $34,424.00 Total of Change Orders $ 104,052.20 Revised Contract Amount $ 8,7511052.20 Net Change in Contract Time 0 Calendar Days Revised Contract Completion Time 730 Calendar Days Percent Change Orders per Original Contract Amount 1.2% Respe u ted Lloyd V. Darrell City Manager Prepared by: ]::XV0 C. David Ha hi, P.E., Manager of Construction Projects Approved by: R. E. Nelson, Exec tive Director Utilities Department Exhibit I: Payback Analysis Exhibit II: Change Order No. 8 PAYBACK ANALYSIS The Payback question has the following rational. When the City of Denton Steam Plant uses acceptable low nitrogen level effluent (<0.5 mg/1) from the Waste Water Treatment Plant for cooling water purposes, it uses an average of 260,000 gallons per day at a cost of $100/month facility charge plus $1.10 per thousand gallons or $290.00 per average day. If the nitrogen level is not low enough, the Steam Plant will not take the Wastewater Treatment Plant effluent but will take raw water from the Water Treatment Plant. At a cost of $142/month facility charge plus $1.40 per thousand gallons times 260,000 average gallons per day, the raw water cost to the Steam Plant is $369 per average day. The Steam Plant loses a difference of $79.00 per day if it cannot use the Wastewater Treatment Plant Effluent. The Wastewater Treatment Plant loses the entire $290.00 per average day. The cost to the Wastewater Treatment Plant in not being able to accurately regulate and sell low nitrogen effluent to the Steam Plant is also based on the Wastewater Treatment Plant Operator's ability to guess the daily requirement for turning on an additional air blower. With these two side stream flow meters and one Plant effluent meter, the Operator should be right on target every time with no guessing. The Plant Operators' say that this present guessing arrangement (50% wrong guesses per year or 182 days) results in a loss of Wastewater Treatment Plant revenue of $ 52,780.00 per year and a Steam Plant loss of $ 14,378.00 per year. EXHIBIT I 2CM82.wp canNOE ORDER [CO] Page 1 of 3 PROJECT: Pecan Creek WWTP Improvements PROJECT NUMBERS OWNERi CITY OF DENTON, TEXAS Owner:U-102 (City) ZU033BBR: Alan Plummer and Associates Inc. Bngineer:457-0425 (APAI) CONTRACTOR: Gracon Construction Company Contractori 5203 CHANGE ORDER:-_06 Dates 05/18/93 The compensation agreed upon in this Change Order is a full, complete and final payment for all costs the Contractor incurs as a result of or relating to this change, whether said costs are known, unknoval, foreseen or unforeseen at this time, including without limitation, any costs for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged work as a result of this change. CHANGE ORDER WORK TO BE PERFORMED Proposed Contract }Modification Time Extension/Days Amount 6 1. REFERENCE PCM 61B: This PCM provides the piping, manholes, instrumentation, and electrical work necessary to meter two sideetream flown onsits. One is the 16" Belt Press Filtrate s Digester Supernatant line and the other is the 12" Filter Backwash line. This PCM also replaces the existing Plant Effluent Flow Meter. 0 34,424.00 TOTAL 0 Calendar Days $ 34,424.00 DISTRIBUTION: 457-0425 D.22 Dave Ham City of Denton 457-0420 D.22 Purchasing City of Denton Joe Graves Gracon Construction Finance City of Denton Ron Janson Gracon Construction R. E. Nelson City of Denton Lee Allison City of Denton .f D T MANGE ORDER [CO] Original contract Amount (Gracon Construction Co.) New increase or Decrease in contract Amounten Previous Change Order No. 1 6,125.00> Previous Change Order No. 2 9,640.97> Previous Change Order No. 3 $ 2,982.00 Previous Change Order No. 4 4,950.83> Previous Change Order No. 5 $71,187.00 Previous Change Order No. 6 $ 9,980.00 Previous Change Order No. 7 $ 6,196.00 This Change Order No. 6 $34 424.00 Total of Change Orders Revised Contract Amount Net Change in Contract Tina Revised Contract Completion Time Percent Change Orders per Original Contract Amount ATTACHED: PCM 61B 2 Page of 3 $ 8,647,000 $ 104,052.20 $ 8,751,052.20 0 Calendar Days 730 Calendar Days 1.28 2CM79.WP CEi WGE ORDER [CO] 3 Pago of 3 Recomoonded by Contractor Consulting Engineers Approve y By By for LAlan pl r fo aracon struction Inc. and Associates, Inc. Data: 595 Dates Approved by Manager of Construction Projects: By c C/ ~ "4- for City of Denton, Texas Approved by Purchasing Agent for City of Denton, Texas Approved by Director of Pater Engineering and operations By ($0 - $5, 008) £or City of Denton, Texas Approved by Executive ract r of utilities ZZ I ' By 1 ($5,001 - $14,999) for City of Denton, Texas city city Manager of D r►ton, Te* a ($15,000 and above) 0 Alan Plummer and Associates, Inc. ENVIRONMENTAL. CIVIL ENGINEERS April 15, 1993 Mr. Ron Janson Project Manager Gracon Construction, Inc. P.O. Box 850756 Mesquite, Texas 75185-0756 Re: City of Denton Pecan Creek wastewater Job No. U102 PCM No. 61B - Metering Dear Mr. Janson: James L. Altstaetter. P.E. John H. Cook. P.E Peggy W. Glass. Ph. D_ Alan H. Plummer. Jr. P.E. Richard H. Smith, P.E. Treatment Plant Improvements Sidestream Flows Please find attached 14 pages of directions from Chiang, Patel and Associates and Alan Plummer and Associates to meter two major sidestream flows on-site. In general this involves: • Two (2) new instruments and manholes, one application is a polysonic w/invert siphon on a four foot manhole and the other is an ultrasonic open channel Palmer-Bowlus flume on a six foot diameter bottom section manhole. • Additional duct banks with wire and conduit. • Revisions to the instrument panels at pump stations and Belt Press Building. • Modifications to the Dechlorination Basin Flow Meter. • Required programming. All details not addressed will comply with project specifications and standard details on plans. Instrument warranties and recalibration will comply with division 13. Please sign, date, and return the attached PCM form and submit a detailed cost breakdown for this work. Sincerely, ALAN PLUMMSR AND ASSOCIATES, INC. Cletus R. Martin Resident Project Representative cc: Mr. Dave Ham, B.E., City of Denton Mr. A. Lee Head 111, P.E., Alan Plummer and Associates, Inc. Pete Patel, P.E., Chiang, Patel and Associates File 457-0425 D.20 File 457-0420 D.20 CRWIM :cuaL.+w PROPOSED CONTRACT MODIFICATION [PCM]7-7 OWNER CITY OF DENTON PROJECT NO. PROJECT PECAN CREEK WWTP IMPROVEMENTS CONTRACTOR GRACON CONSTRUCTION INC. ENGINEER ALAN PLUMMER AND ASSOCIATES, INC. OWNER U102 CONTRACTOR 9203 ENGINEER 457-0425 RESIDENT REPRESENTATIVE CLETE MARTIN. PCM NO 2113 ( _ . , NOTIFICATION TO CONTRACTOR: WE ARE CONSIDERING MAKING THE CHANGE TO THE CONTRACT DESCRIBED IN THE ATTACHED MATERIALS AND REQUEST THAT YOU TAKE THE FOLLONANG ACTION: ❑ NOTIFY US THAT YOU CONCUR THAT THIS CHANCE DOES NOT REQUIRE A CHANGE IN CONTRACT TIME OR AMOUNT. A FIELD ORDER WILL BE ISSUED. / BMIT A PRICE PROPOSAL NeTH DETAILED COST BREAKDOWN AND REVISED SCHEDULE FOR PERFORMING THE THE DESCRIBED CHANGE. ❑ A CHANGE ORDER WALL BE ISSUED FOR PAYMENT AT THE UNIT PRICE BID. ❑ PROCEI;D TH THE CHANGE UNDER THE TIME AND MATERIALS PROVISIONS TH CONTRACT. BY: &g geia,L./.w~ DATE: 4f 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 NTH DETAILED COST BREAKDOWN AND REVISED SCHEDULE FOR PERFORMING THE DESCRIBED CHANGE: ❑ WE ARE PROCEEDING MATH 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 NOTIFIED NOT TO PROCEED. BY: DATE ❑ FIELD ORDER ISSUED: NO. DATE Bl: ❑ CHANGE ORDER ISSUED: NO. DATE BY. Chiang, Patel and Associates, Inc. Consulting Engineers FACSIMILE TRANSMITTAL JOB CODE: CDC--11(?~ - NO. OF PAGES INCLUDING COVER: TO: FAX NO: COMPANY: ATTN: 1- 817 - 39- 1 A Pm r - -b Q%Afo-v~ . alle le 140Lf i u FROM: PG M 61 J~ fagG 11q DATE: A ! t' 9 3 TIME: FAX NO. (214)`6338-3723 SENDER: v' 'A ze SUBJECT: S tWe- S fe eck w a t urq IF YOU DID NOT RECEIVE ALL PAGES PLEASE NOTIFY US (METRO) F(ows• (214) 638-0500 / (214) 263-3960 MESSAGE: % a FIT g6t s F(r9az. U , Loor, I Good D~~~ - K~Fur~ ft~W 2 Loop 0. u.w.- Pl~wt Q ( f (mow loon F(r'-603. C2 P~~~s> N - E(e cf,-~L~-Q Safe P(c"k t-oo3 2 - Axv('s 'cr%A S • ~v~S~ruw-e~lt ,~pGt~2~S 008 - ~vr'Sr"csus 6 ~xstrcxwa Uc,ue~s 0c), - A~visicrl~ s. 7 DQCt~lociv~a4rv~ ~osi~s ~(ec Fric~•A d("-e-&rD AAUf'tr s t~o.t- e•Q zt nA-L/ tsItcrikc• 9 GtZ(r RE)"OVAL-1 Fl-ow SPLtrrwe. E-2cm grt ~v~~rcrits. 10 F-31a- l~ }~ressU taw (d, E1~ iZ~,k kc,.,.,eV N r DFr_Ai rTWTFR 1 AR28 STEMMONS FREEWAY, SUITE 410. DALLAS. TEXAS 75247 Flow I1^c1icct}CV-3 d11-1Y ' /FlowTolir' Cow~Pa~er F l R QI rt 1 Ci ~y o t>.e%A-ems (~GUK C/!¢>zK W IN T P- 3~3t~93 PKP• PG M G! R me- 7"t = Flow r~di co fror Pmw<t 'VIA"" A+ed 1 aevj C2.S z0on FI Flow Te}o li •r =qS }ruwt f r - FILTRATE Gu*5H F/LTEl2 gHCKWASN Pav.e~• 1 ~ cuATe2~ZVSESTr-Q ICa=TURK FGOa1.c. RETURN FIOW Z FiT- 10 sP PIPE PVG-- IZMqi p ~ vG 1 LIOLUID WATER-D/RTY 4UATE9-• D/RTY. FLOW RAW&F- O I'D /01000GPM O $0006PM t 3 3 vEt,oc.cTY 0.1 f0 -/oFPS o • Z fd /c FPS 1 • 3 d t y I pi TRRN- S-M-I-TT-> - K - Neua 4X P:DESTSC MOU/VTeD u w ~T/f SUN Sfi/EL A 1 ~1; - - ULTIGA Solvt C DUAL. Kt AD se-usoR a NON c,Nracr• suHr~s~esraLE d I - - - - l~a.~C• I y ourpwr q -Zoxra bC 4_16 a' Si Gbf {-lssocIartD 31LCiD66 DGwr• RSPSTA- Ate- Z N /HSTR• PANEL LPU- 4 --LPU-".L- 3 U I MRNUFAt-w It 8Ap66-R 43vo POLySONIC 12.0 V_ I OPEN CHANNEL U FM 9 1 ~JI t it. ~ervwaf tl tieu4er ~ Sesl~~n L1669 N !l surge and ralAILfaNf w ( - - P Pro}L'~-fer PILOW-S. - 1 . All Orh¢r cilaViCRt F iT Vetno(orreavaisk dCee¢sse12/as r /coat 6~ t:abte . 25 P`r Oka CoKfroc t - - d.curu¢ats . pipe. Z . ,add ai I side sfre~o~un FE 1~ Rett,vr+ flows aid l t SUIo{rnt=f ~Tnwa 141T1~i¢Nf UAC WaltY QUaf k_qpcj f'loW } O ivqt f trov~sduce~r rrOOf f & 14cey r1WAi i ~plue%At f fcn^' and corresioN r c,awK..! flow NAEfL< - PaiWCr bowlut f u.w,e ,{oar eptK RETUR N FLO W M ETEKS. FIT- 841 1 FIT- 9OZ Fix FAT ~ Flow ToFo(i~r• ~ Ccxtitp ~It-r' Pov~e.l LPI.1- I RsPSTANe•1 F(vw .L~dico-(-~'vw (Zec.o r-de-r 603 (.43 I I plow 1 K~1 G0.For I Flow To f"' 6I ~ Sp 1- I I - - _ - rcm &113 p uj e 31p, 1- 3 NtIN~n+uM FLOW MGD . AV~RAGC FLOW 16 MGD MAKimum FLOW 35 MGt~ a FIELD VGAIFY WIE2 LENGTH • EXtsr(ArG co► WtEIZ IS A REGTl1NGUL/4R s~aRPcsr~. Q I 2,0 V. I ToS V% 1669 I TrWAsi~N~ st' CCC FIT hfG- W SADGE2 ZfCO OPEN CHAMn/C L ba3 FLOW MC-7-(FR . FE 463 RECO C-ATf K Ns AL . ST~~ING WELL . C l~~ v v~ e~ IL W WT P 3 3119'.5 PKP` PLANT (EFFLUENT FLOW MCTC=2 Fir -603). I ~1 I I I I ' L - L1 J IFET E-3 NO.2 Q N. IIn ` PC-202 5i , IM I 1 W 51 M In POWER COMPANY SERVICE. nose CALIPANY 10 PROVIDE 1 1 I I I 1 y I I I 1 1 1 1 I 1 1 , I , 1 , 1 1 _T 1 1 I I I 1 ~ I 1 1 1 I 1 1 1 1 1 1 I f - - I - Ur itI 1 1.1 I 1. THE CONTRACTOR SHALL COORDINATE WITH DENTON COUNTY ELECTRICAL COOPERATIVE TO THE NEW FURNISH FACILITIES OBTAIN POWER SERVICE T AND THE ELECTRIC COMPANY INSTALL OVERHEAD POWER LINES, POLES. SERVICE RS A", PRIMARY CABLES. THE CONTRACTOR SHALL PROVIDE THE FOLLOWING: A. CONDUITS FROM EACH OF THE POWER SERVICE POLES TO THE ELECTRIC COMPANY'S TRANSFORMERS THE UNDERGROUND Commits SHAjL BE PVC SCHEDULE 40. RISER CONOUIIS SHALL BE THE POWER ALUMINUM. B. CONSTRUCTION TRANSFORMER CONCRETE PADS. STUB, AND CAP SPARE CONDUITS AT EACH END. C. FINSTALL ROM THE TRANSFORMERS TO THE MCC- D. TERMINATION OF CABLES AT THE TRANSFORMER SHALL BE BY ELECTRIC COMPANY TERMINATIONS AT SWITCHGEAR BY CONTRACTOR. 2 DOCUMENTS KEEP IRE PLANT POWER SERVICE 10 EXISTING MOTOR CONTROL CENTERS ENERGIZED AT ALL TIMES. DIE SHALL OPERATION 7 EHOURSTA DAY. 77 DAYSB TR KEPT A WEEK. SOME DOWN TIME NOWEYER IS ANTICIPATED DURING SERVICE SWITCH-OVER AND MOOVICATIONS TO EXISTING MCC. THESE DOWN TIMES SHALL BE KEPT TO A MINIMUM AND PERMITTED AT ONLY 'OFF-PEAK' FLOWS SUCH AS AT LATE NIGHTS. THE CONTRACTOR SHALL BE PERMITTED TO WORK ON THE EXISTING MC ONE AT A TIME. EACH OF THE 2 SHUT DOW SHALL NT TAKE ME THAN HOURS. THE CONTRACTOR SHALL NAVE ALL PREPARATION WORK DONE WELL IN ADVANCE AND HAVE ALL REQUIRED MATERIAL EQUIPMENT, AND HAVE SUFFICIENT QUALIFIED PERSONNEL ON HAND TO ACCOMPLISH THE WORK. COORDINATE ALL POWER SHUT DOWNS WITH THE PLANT MANAGER THE CONTRACTOR SHALL PROVIDE THE PLANT MANAGER WITH A WRE`TEN SCHEDULE OF SHUT o[pYITF1EED WITHOU PLAN M NAER WSHALL B RITTENE APPROVAL THE CONTRACTOR SHALL BE HELD ACCOUNTABLE FOR ANY PLANT EMUENT DISCHARGE VIOLATION OCCURRING DUE 10 HIS NEGLIGENCE. AND SHALL PAY ANY RESULTING PENALTIES WHICH THE STATE OF TEXAS AND THE USEPA MAY LEVY. J ATTEMPT HAS BEEN MADE 10 SHOWN ALL SIGNIFICANT UNDERGROUND ELECTRICAL UTILITIES. It SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY LOCATIONS OF ALL UNDERGROUND T NEW DUCTBANKS. REFER To PIPING PLANS FOR PIPING EXISTING UNDERGROUND SHLL ASO BE AND TILITIES. GIVEN A SET OF DRAWINGS OF THE EXISTING PLANT PRIOR TO CONSTRUCTION. ANY DAMAGE TO EXISTING UNDERGROUND UTILITIES SHALL BE INSTANTLY REPAIRED AND RESTORED TO ORIGINAL CONDITIONS AT NO EXTRA COST 10 THE OWNER REPAIRS TO UNDERGROUND ELECTRICAL CABLES MAY REQUIRE INSTALLATION OF PULL BOXES OR MANHOLES T NO SEXTRA COST E SALVOES TO ALL SUCH WORK SHALL A 4. REFER TO CIVIL MECHANICAL. STRUCTURAL AND ARCHITECTURAL PLANS FOR DETAILS AND DIMENSIONS S THE CONTRACTOR MAY REPOSITION ELECTRICAL MANHOLES AND DUCTBANKS IN THE FIELD TO AVOID EXISTING AND NEW PIPELINES AND TO FACILITATE CONSTRUCTION SEQUENCE. CO-ORDINATE ALL RELOCATIONS WITH THE CONSTRUCTION MANAGER. LEGEND: 13 EuH=1J • X Cu NG STRUCTURE TO BE O/Maon NEW STRUCTURE Pay e yI EXISTING OVERHEAD ELECTRIC LINE L OF 1 PROPOSED OVE ♦Et R TV ELECTRIC LINE • ~.IST PROPOSED MANHOLE ELECTRIC LINE P. K. PA~IEpI ♦HT, ~ 712 PROPOSED UNDERGROUND . NMAI C{• EXISTING SERVICE POLE THE SEAL APPEARING ON THIS EXISTING LIGHT POLE AUTHORIZED By pp 0 CONDUIT MARKS QL 1~~2ViS2d 31511013 w-p ;A I CITY OF DENTON, TEXAS PECAN CREEK WASTEWATER TREATMENT Iw► PLANT IMPROVEMENTS - D DOCUMENT WAS R P.K. PATEL PE. NO. 44712 ON FEBRUARY Sill. 1902 • O Chiang, Patel and A98"10440, Inc ew.ww• Wr.. Irr. • h.N Ww.•. ELECTRICAL SITE PLAN NO.1 1 w E-002R 151-0410 PpA',IrY Sr-OUC:HANX SO INSTRUMEN PR;NAY• ' " a..a A- ' L2ANEL IS? _6 PRIMA. ! T ; It'ICNCNER ~T____UJ - ' r_ GAd:f;ER / CL aA:f:Ea if NO.2 I IL . 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'I 1 -f' JOE uCI8#14e 25 D 1 I " DUCTS ANR 2~ ;11 ' 1 C r / " ' I SLUDGE PUArP III r-7~ - srArcN NOZ JI I II i L 1 11 . r! 1 I' { <V ' FExIST}NC UCC-J I n r 11 p r.` ~ i 1 1, I ax: " (NSTRUMENi rl 11 ANEL (P-451 I, i (S ~ r(i r' s l' 1 ~ h 6018 IIf""-- v0.3 41t6TSP 111 F- -pow # t 2 a _ girt !E`I b T3 P ° _ . _ _ _ _ _ FI PLANT »ArER Z P 'i 60 PUMP STATION II ~ EYlsnuc sraucnraE to BE uOOIr(EO I ,v NEW STRUCTURE --~E - EYISnNC O\•ERHEAO ELEC'RIC .:'E 0 F! 4:E - PROPOSED OvERHCAO .:NE ~O (3 PROPOSED VANHOLE i co go 003K P4aPOSE0 MOOIrtcAr0 SHOWN D•RK DES:G,jED By _PN Alt it=z_ Alan Plummer and Associates. ORA WN gY r 0 C.ASiCN CHECKED By ~R PA'T' CTM-TW%vMNNENTAL 04MM • a1t1LMC'011-rf 4DRT11-ALTr RE'REAfD 13Y PK PA'rL _ II 1 a•~-••- -s I e Y I I FINAL AL ~r~i I I f0-902 r I 1 4 . I i I y l 1 I V N \ II r : r ; v I I I \ II ~ I I I ~x - , I~ 1 ` CONTRAC2CA SHALL PROV10E ~y ` TEN CMUIT.'kII Nom:- J M OUSTING STARTERS, RIEFER TO SHEET`14 - A'. ~ No o aD E E-500. TYP. 0!' 3 ` J CT BASINS. \ MP STA T. OW TIGNs i v J A " I I I ; ~d fTI ' 6OIA r " 1 \ 9 - - - - - - - - - - - - - - - - - Fcri (a 16 $ ale 5~K R ol~l . = _ n 1 i I OE I it I 11 " II _ 1 n 1 i; n SOE S PROCESSING LAB ; n •t'' SEE SHEET E-760 CL, ANO SO, STCRACE It fRloksIf y „ 1 I OUCTSAI'li 12 -OE AREA SEE SHEET IA ,11 R • ..P -ri OUCTSANK 16 II I ° n 4 LLy -o- -L L f 't 11 I I It 11 L- i Oc 11 yll ] _ CF-T7 CY~j ( itI II INSTRUUENI~ I • • ".r I 1 . III N PANEL IP-AS V c t ',l' t . t 1 l . L L- r, 4L1, STCRKA p I it N N RA/SEAACE- *EPu1NA:TCN .l _ _L _ • _ _ _ _ t,. _ _ _ _ _ II i " N opuv 5'A RCN aANEI n.0.^X-+ 1.,___: 1 ❑i " N , V 1 , t: I OUCTH ANh :3A u •I• - ' ;1 I dI u HANK, •.I ;.c III I^-- -F I ~ r. _ I _ 1 :.ter uvBxyC u , 1 AERATION BASINS EuH-2 I 11 I CA 1' I q t R It Q Q u001F[CA RCNS - REPER TO SHEET • : QQQ SEE SHEET E-•00 y nr 1 1 I N I 111 '1 r : ' ~u I 1 R E-~2 FOR DUCT t1I N h N~ I It I. IOUCiHAN1A 17~ ' 11 UCTBANK 'y I OUCTBANK 198 II I\ p8 SECTIONS I I 1 1 111 It- ♦TBANK 16 ' 11 1\ 't m l: 041 h 1 I 11 1 I 1 1 fit T, 1 ♦ 1 1 ' I I r I I OE III Il l T t 1 it \'LK s:-: 1' 1 1 lit II 1 ; I I 11 I \ .'L\ I I I I I 11 r :S+ v I Ir I ~ I~ I L- - L.__I1T_.,'J •1'-------__ Z , n 1 DUCiHANK1Q0 CNLORINA RON/OEUILOR {y ) I FACWrES SEE SHEET E-7C0 RAw SE'MACd PVUV u I • ,I ' ,y} •1 r .I I 11 I I T •STARCN, u00IFICATTONS II I' ~J i'~: • v L y ' i 'I i ' e.:' 't i i j SEE SHEET E-012 'I (600 JL... \ I X11 I L . . OUCtEIANK 39" „ It k POWER co. I . I ' 2rR/,ersS.rc., • yy,2PQp6~ ~•C. `iJ T'A' _ ___-~~1 TR+NSFORUER;;1,1 ` 1~1S1-T.11C• 1 T_ZY I, , 1 11''' ' II I MCC •f. 1j '1 PAN IP-RSl ' 11 1 • I X I II I ; 'r A/S f[T 5:3~1i~ tI u JIII 1 1 uCC- 5 I 'i;: ; 11 RAW SEWAGE PUMP STATION F 601 EEHCJ17E9 ; X _ - - t- (y]`\ FIT A, - 902 t:CHT SLUDGPOLE h 't i^ fMAL - n n... / MODIFICA BONS. SEE REICCAIHO 3Y h 0 C:Aa - ATE] _ SHEET E-820 PO'•ER COMPANY H '1 SOt No, FC-e0t I~ f` - - 1 ` 4 " I y 11 ExIS^IO jl 'ViT ' t•• NK 214 'tA Q •\~y~~~.11 O I 1 ~ / ' ' t" ! 11 q I 2~ C,l~lv~ 1 I' '.,r SANK 219 FOR PLPRNT RA - METE t S-a , 1 1 171 F, I Y, ` Cu I OCHL OIt INARCH BASIN - - - y FI N CARONS. rr ` E SHEET E-630 •,,r y,. r 'l ♦ OUCTSANK 'K II II It i II _ /IV - - - - - - - - - - - - - ? .''/'4v; ,1•,-~' ~~OUC9ANK 29':' jh~ \O(CFO;ORCLtTf~CIIC •••4r i i:• _ r G •T 1 ZYI S/ 1 I _ I h` _v~~r-1--.-•-_JI Q •L _ j -U.TB q - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FINAL CLARIFIER NO.6 F SEE SHEET E-500 I I I I z 1 r • Q Raloca~c ex~sfii~ s=; flow w►ef~r OF F ,jo"StAXIOLPA P. K. PATE ~ase~f /e ~a,Gr' a1r E2eu i sQO! 3 (3t Z3 P•K•r. (500, oYI .HE SEAL APPEARING ON TIKS OOCUU(NT RAS AUTHORIZED BY ►K. PA-E• PE NO. 44112 ON FESRIIARY SM. 19112 O CI,co,q, Patel end A44eerot4l Inc ~Ati 4.'..., nrw A tiM CITY OF DENTON, TEX S I ELECTRICAL SITE PLAN N0.2 E-0038 PFcA`! CREEK WASTEWATER TREATIIFVT 1 ' n. ,.,r I,IA DIIVCVL'VTC - .5/-0.10 1 F DIGITAL METER - ldi cq 1(' • 72' © LOCAL PROCESSING UNIT LPV _r 1 1 1 1 1 I 1 1 1 1 t 1 1 1 1 1 1 1 ' V I I I ~ 1 I I I I I I I 1 I 1 1 1 1 1 1 l l l l ❑ 1 1 i l 1 1 I I I I I I I 1 1 I I I I I I I ~ -1 Hti ♦-Fti-~ S 1 I I I I I I 1 1 AL ISOLATOR - -1-t-rte I I 1 I I I 1 1 _ r I 1 1 1 1 1 I 1 1 1 1 1 1 1 1 I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 -y-LJ-1_LJ ( 1 I 1 1 1 1 1 1 1 1 1 I 1 1 1 I 1 I SIGNAL ISOLATORS , 1 1 I I 1 I I 1 1 r-i-r-r •-r I I I I 1 1 I 1 I 1 1 1 1 1 1 I ; J ` ~ 11 1 1 1 1 1 I _ I 1 1 1 1 1 1 1 , ` INTERPOSING RELAYS - 1 r , f"1-T-r-I-T-r TERMINAL BLOCKS , lJ_1_l J_1 _LJ 1 1 1 I I 1 1 11 1 1 i f1-T r1-T-r1 I I I 1 1 1 1 11 11 1 1 1 1 I LJ_1_L J_1_lJ I I I 1 1 1 1 I I I I I 1 1 1 1 1 1 1 1 1 1 , r-I-1-r-1-T-r~1 I I I I I 1 1 1 1 1 I I 1 1 11 1 1 1 LJ_1-L J_1 _LJ 1 1 1 1 1 11 I I I I , - r l l 1 1 1 1 1 1 1 1 1 , r1-T-r'1-T-r KS 1 TERMINAL BLOCKS TERMINAL BLOC 11 I I I 11 1 1 1 1 1 1 1 1 11 1 1 11 1 1 1 1 1 1 i l l 1 1 1 1 11 1 1 I t l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 , 1 1 1 1 1 1 11 1 1 1 11 1 1 1 1 1 1 11 11 11 I I I 1 1 1 11 I I 1 1 1 1 1 1 1 1 11 I I L I a RMINATI PAN " " GR" NO BL1" SCALE NON DIMENSION SH .U I ARE FOR BACK PANEL •r NEMA TOR TO I ONLY. CON7R STAINLESS S TO HOUSE ENC O URE SACK PANEL ~c~tvu~i aa~@- & Kev;sad BO' PROVIDE 12' FALSE BOTTOM FOR WIREWAY. COVER WITH 3/4' PAINTED PLYWOOD, SUPPORT TO WITHSTANO HUMAN LOADS. COVER SHAD EASILY FOR RC~ABLE PASSAGEWAY akd ide1%xq, r! IT- $61 iY noN aNCTTDN a' CONCRETE HOUSEKEEPING PAD t OF it Ham' K. PAID. ic, (h of THE SEAL APPEARRIG ON THIS 7 ENT WAS AUimOR12EO By PATEL EBRUARY .E. ND. p F //611 Sln. 1922 1192 (EBR UI•aV. Pa/M and Anee00109. 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[OIgAAR OOLI MOl}S K s[ A[YOLED "W 0. WILL IL BE R1 C IRf}ILM NO115 SSA •q CABLE FAa.0[M+r row "WE I+aAOCw+r. `l Y NRY[surz Dogonq 1 .01 IMSiMUYLNi R.W(1 -Rn- RLNRN AWOE FWF Sl.nq 7 R-202 OLWIIrzO ROF-MgM'YW ] YCO n-SDI RLNRN AYOa R . R-s0} wAfrz ALmu RMO OWN tMT NqM ILANI r [OI-bl M A 1 NO WAVE N M rr IOIAI Y0 lJ _eAS WAOsdT RFi}LLLET MG a~ FST-4015, PIA4T eFISMA&VT TOTAL-(Mc~) ,2 t FAaW 4O. 2 rca l rAly i-n I vv I Al RLtYRw Alma FWF STAnq wo.l S p ' lw • F, w. MRS PG P-t (o I g Pao e 8 i'1 y)1} n'[ AOT WAS ARM6 q'" po RAO By rr V l:~lvl R ~3l 19 D p K P• PAUL IC 001 RO ..11E Ix.R. I,Sa q ,Samv eft 1902 ! ® n1.w1[. FTIr M A..•.rl.. W Inc. CITY OF DEN'IaN. TEXAS d Associates S INSTRUMENT PANE: ' ' Iee "roe tr ~ E-009 : ' . z]er an PECAN CREEK wAS?ERATEN TREATMENT ` TP-RS 2 AND IP-RSI 8L'. p0d}EC • 1}ID1010F-•T wowlN-Aul M TE}L1 puM ee'RoyrMENTS fri N- D[s 1 - MS[RUKNI FANA -RSI- AEM AO00[ FVOP SIAnew NO 1 2 -201 DEMI Row SLIM I1AN1 YW n_sa lalgw s now wmm RANI Ym A n-eD] w.srt Au M 6 i-t ral- 1101[ SOYM IOTN '0 _ [D1 TAS AYDa MTO FLAR ow 'Y GTIIAtN FILTH :ONO k to `il W lil 7 e ~1 3 - 4 1_ 6 t- R6 3A. 9 _____________________h ____________________hl I I I~ I O 0 3 N ~ V d !Y1 3 3 0 1 a a Qi '3 a i O i it I I I 11 1 I I I' i' I' 1 I I I' I' I' I' I' I' I' I' I' ,I I' I' I' .1 pya ggik 99$9i 84 n h'<pQ ®~<{i~~ 4 ~C ~y4k i 1 I I 1 1 I ' 1 I ' I 1 ' 1 1 ' 1 1 ' 1 1 ~ 1 1 I , I 1 I I 1 I I 1 I 1 I I , I I ~ 1 ~ I I ' 4 I ' I 1 1 , ' 1 1 ' I I I I ' I I ' 1 I E~ I I 1 1 ~ ~ I I 1 I , 1 1 1 1 I 11 I. I ~ 1 , I , I , 1 , 1 , ' I I , I , I I I 1 1 i I 1 I 1 I I I I, ~a ~y \ 1 ~ ~ 1 O \ u u -tr 1 11 u - n N L 'Q ~ J { 3 I iP o N to N C ~ iy s ` \ (A \ ~I m~ 6~q£ li In P Q. !11 X u 4 z a J a ao 4) 6 ~ z g e1 Zm O J i U n- L s s a q 2 n g J b~ d~ a a mama o°be C. PeWRC 3 /2• T To NSW DECNI,o(c '*lC ZP,~.#16TSP• gAstN PLANT ROO METER.• . s-e ,I c s s i) 7pRpetsP t t I t S-C s-Dt t-3 s-0 1- ' 1 1 1 i C1 I 1-J 1-0 ~n4, l 81~ ®j WAStE PUM►NO SIAMCE ,oPR/14m ' w sP-em DUCTBANK = CROUNDMOI J1 REFER TO SHEET E-003 FOR CONTINUATION CORE DRILL FOR 17 C SLEEVES. SEAL WATER AND PROVIDE DRAIN I TO TRANSFORMER REFER TO SHEET E-003 20PR/141P RS-At S-A ~ E a 4 DUCTIIAHK GROUNOMO) REFER TO SHEET E-003 ti FOR CONTINUATION 1OPRn6TS1 natP 7\~~~ = I 6T59~ D. s Z AR 4.4 STRAN~FMERff OPTIC CABLE PANEL 'ID-RSI* F 81-34.366 CORE FOR MOTOR CONTROL CENTER MCC-RS 30A/3P 0 0 MOTORIZED DAMPER INTERLOCKED WITH CORE DRILL FOR 9 CONDUIT EXISTING EXHAUST FAN SLEEVES. SEAL WATER TIGHT AND PROVIDE DRAM FITTINGS ELECTRICAL PLAN SCALE. 1/4- - V-0' Page 11/14 @Vite~ 3(3tl93 PO. CM OF DMON, TEXAS PECAN CREEK WASTEWATER TREATMENT 'ill ~J UNIT HPU- 3OA/3P NEMA 41 S.S. TO FLOW METERS FIT-801 AND FIT REFER TO E-003 St 1 1 ZPRJHITSP 1 OF F l4' F. IL PAIR + Zv// THE S M APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY PJL PATEL. P.E. NO. "712 ON FEBRUARY SM 1992 ® Celup. Pal•1 a.0 A•••deH••. Inc RETURN SLUDGE PUMP STATION NO.1 ELECTRICAL PLAN I SLUDGE 140.1 2- IIIC61,clLJ6 ~r FtT86t Set t2 PowER ~ 2 po- M IG TS p. ePRneTSP em#tgTsP 1 r K2 K2 EOR_S, tiR- r ~ r ~ LCR-e, 1 1 1 LCA 1 I / t I 1 1 R t / ♦ r \ ♦ CRIT REM VAL N ♦ UNIT NO. 1 `(L-101 - tR-e 1 f'9 I 1 I I I 1 i 1 I I 1 - -1 I1 I I T I I I 1 M EMN-13 TO TO SHEET E-007 SERVICE CONTINUATION POLE CONg1CTOR J PANEL TP-aR I TRANSFORMER 4A ; PAD PAD MOUNTED - TRANSFORMER - uOM R CONTROL CENTER MCC-GR INSIDE A WALK-IN, OUTDOOR ENOLOSVRE t101TTNC PANEL 'LCR' 1SKVA KTMR L 111 TI r III I ~`_le)\\ III tOR-e---- eC~ Iil 441 rERING ,#NO. VP III I11 \ . ~IN I1 . NI -R II \1 11' III 1 1 1 ~ ~ III 1 1 I ♦ ` 1 ( 1 I ~ 111 fERIND 1 1 I I I 1 I , III -W No.i 207 1 1 1 1 1 \ Y 1 n - 11~\ ,III P a~ e tt~'i 1 In lie I IIr\ ' --~rII --III !!I RQ V i s+aot 3 3 9 3 UPPER LEVEI. ELECTRICAL PLAN '91L1y' SCALE: 3/18' - I'-Or 210/12ov 10, 31R eOA/2P MAIN BRREAKER III CMQr. 00110 RMS 1s 20 1 1e 120/1 caouNo CITY OF DENTON, TEXAS Q PECAN CREEK WASTEWATER TREATMENT t OF 9 y' * S K 1✓(y l `~a• oT F. IL rA1R S 44712 RUTH ON DOS THE SENT WAS APPEAWN 1\ ° PJL PPATEP N4471i2 By ON FETIIRTARr St,. 1w7 ® mN.g. Patel wW As-401. Ina. GRIT REMOVAL/FLOW SPL 161 206 ITTING ELECTRICAL PLAN "*7 E-200 - 157- 0410 T ' NEMA +z S i DIM SR I ' I 1 T FAN EF AN 6-10 I 1~l i OMCE I 1 NIIL°=-,s YCC-BP _ - - Psµ I I BELL PRESS 6 CONTROL PANEL N ( N0.2. .2. RP-4S2 1 To BR>n BELT - L-+~ 1 CRANE U NCONTR 0.]. tRP +S] I C- (NR,RE) 1 1 i 1 I t 1 I j --r t 1'j B a m ce- 1 I ~ M CRANE I -L I LOP-22 POLYMER FEED POLYMER FEED UNIT NO.S UNIT NO.2 T PRESS TROL PANEL 1 ;t~f2 PoW~r rew• UPS. . pwtRs /6 AWG v-N -j I I~ 1 t l 1 1 1 1( I I~1 I I j 11 I I I I I I~ 1 ( I 1 1 t 1 I 111 11 ooaq DOM Do- 1 I I I 1 I 1 1 11 I I 11 1 1 1 ( I I I II I I 1 I I I I 1 T I I 1~ I I I I I T t I I I I I I ~ It ~ ~ 1 I 1 I h I I 1 1 1 11 I 1 1 t 1 III I I I I 1 11j i \ I I Ill 11 1 I I U I I it 1 I I I 1 I( 1 ~ \ I I I _ 1 I I ~ \ 1 I I I 1 \\i it t I 1 I 1/ II II PNEUMAT CONTROL / I I I I ~ \ _ _ _ ! y 1 PANEL I I L~ - 1 I i 37.sKV~ i I I MIA '118 1 1 ra(Hn 10 ' ! PAN. 19P• i ® LOLL CONTROL PANEL MOUNTED ON NNIORAD_ SP. I .C. i 11 I V I 1 -RFD I ;110N BOz 6e--7 LJ ' )AX 1111' O rr • IF+O=TV M • ' Colk W S T•` 8 6 WASHWATEIR 1 1 1_ R"T 1 PUMP uuv OP BPSt 1 , OUCTSANK p10UNDINC REFER TOR IL 4OPRjM4w 9Ills 2 4 -BT STRAND LNG N efil I E CABLE OPTIC J4277 43 8~~ 0 R>;visEv 3 f 3t1 pW 30PR/14TP l DESIGNED BY PN Me~~ ORAVRI BY TR GASTON Alan Plummer and Associates. Inc. . 101-'8- lm Inn CHECKED BY Pr . PAID rn0,/p,Yp1pRMC,TLL DIDD1® - ARILT670R-R A1 REVIEWED BY PN. PATEL 7 1 r I CONTINUATION RE DRILL FOR I «DUIT GEMS AL WATER nc HT. OVIDE PRAM rTTUS . E%IS1D,O WASTE SLUOM PUMP NO. a SP-612 7PRI16m.1-C. IRS7-1 1 WAS FLOW BASEMENT PLAN TR Scar./e' - 1-O• (FtT-602. rtT-6mA. 1 f1T-6010) 7-A2 ~M22-1 T 2 1 A-6I 2 caRE DRILL FOR Ts - T „ GoKp W I rrtty ~ L ND. 1 ( W I ~ F m-en Z i1GCwt4w.uT r- G *14 TSP PsR~ 3 d;2 Pavuw e+-CuPva Fir- io z' s' (",tf fu ~'Y, q Z N z~ZN o o ~w mum00 T- NeD ~U ODW I < Jox a3z% Ed 95 ESS~~x MCC-J EX SCALE. NONE HOWN DARKENED z2bz- - 0 i ~ a°ID 1 x a3z TENSION ONELINE R¢uim CITY OF DENTON, TEXAS Q W CREEK WASTEWATER TREATMENT Z Y. 0 Y. 2~rK 0 m< -K cc < Z L, (A C13 03 {A m 3~3~~93 PK~• t T4P. ~ L M712~ ~DHIAL 1w SUl APPUMNO ON IRS OOpR1EHT WAS AUTHORIZED BY P.R. PATEL P.[. NO. M712 ON FDNWOIY SM. 1692 ® Chiang. Pn1A1 and A. 1010A Int. _..M...._.... RETURN SLUDGE PUMP STATION NO.2 179 206 ME ELECTRICAL PLAN -830 ~A `m~ Alan Plummer and Associates, Inc. F-.NVIRONMFNTAUCIVII. FNGINFERS cr 3 r o~ X12 m~ JOB NAME P CM (916 JOB NO. PAGE VoF IV CALCULATED BY DATE VERIFIED BY CK3 'ZI T1 c W N \ z W SENT BY:XeroX Telecopier 7020 ; 5- 3-93 : 13:23 2142228542-+ APAI/DENTON;# 1 PROPOSED CONTRACT MODIFICATION [PCM]7-7 OWNER CITY OF DENTON PROD ,CT NO. PROJECT PECAN CREEK WW7P IMPROVEMENTS OWNER U102 CONTRACTOR GRACON, CONSTRUCTION INC. CONTRACTOR 9203 ENGINEER ALAN "PLUMMER AND ASSOCIATES. INC. ENGI 457-0425 RESIDENT REPRESENTATIVE CLETE MARTIN Rnu tj t„ /f' NOTIFICATION TO CONTRACTOR: WE ARE CONSIDERING MAKING THE CHANCE TO THE CONTRACT DESCRIBED IN THE ATTACHED MATERIALS AND REQUEST THAT YOU TAKE THE FOLLOWING ACTION: ❑ NOTIFY US THAT YOU CONCUR THAT THIS CHANCE DOES NOT REQUIRE A CHANGE IN CONTRACT TIME OR AMOUNT. A FIELD OILER WILL BE ISSUED. t?BMIT A PRIM PROPOSAL WITH DETAILED COST BREAKDOWN AND REVSED SCHEDULE FOR PERFORMING THE THE CEMMEM 04ANOL ❑ A CHANGE ORDER WILL BE ISSUED FOR PAYMENT AT THE UNIT PRICE 90. ❑ PR;WX CHANCE UNDER THE TIME AND MATERIALS PROVISO" 0fTHF ~ CONTRACT: BY:DATE: CONTRA CTOR'S RESPONSE: WE, RESPOND TO YOUR REQUEST AS FOLLOWS; ❑ WE CONCUR THAT THIS 113 A NO CAST OR TIME CHANGE ISSUE FMX ORDER. ~(WE SAIMIT THE ATTACHED PRICE PROPOSAL WITH DETAILED COST BREAKDOWN AND REVISED SCHEDULE FOR PERFORMING THE DESCRM CHANCE ❑ WE ARE P 0 WITH THE CHANGE AT THE UNIT PRIDE 810. ❑ WE ARE 0 WITH THE CHANCE UNDER THE TIME AND MATERIALS PROVISIONS OF THE By. DATE: ACTION TAKEN: ❑ PROPOSED CONTRACT MODIFICATION REJECTED. CONTRACTOR NOTIFIED NOT TO PROCEED. W. DATE: FIELD ORDER ISSUED: NO. DATE: BY: CHANGE OR= A JED: NO. ~ DATE: BYi CAM L_- ENT BY:Xerox Telecopiei 7020 5- 5-93 10:25 1 EoE _ d -I - W .r 4 422854?' j r PAI/D ENTON; # 1 r { l u W _ y.. C . n nJ O J E ' 0 d \ 4 „ y J e s Z V ~ . c ca z ti z ti r' n J i t--- 1 i 1 RCV EY,Xerox Telecopier rCjao 5- 3-93 11:39 OWNER. 1.Ii7Y OF DENTON PROJECT: PECAN CREEK, WIAM IMPRO'~ M _ NTS CONTRACTOR: GR 1CON CONSTRUUMN ENGINEER: ALLAN PLU'MMER AND ASSOCI INC_ INST. ENGINEER: wfILANG. PATEL AND ASSGC:AV-S, INC, DESCRIPTION: Adi:46on of Flow meter: PCS is pleased to quote the following additions to the .:o: Equipment: I. I ea. 18" Free Flow Palmer $owlus Flume: for moue in PVC pipr TAG no. FE-861 2. tea. Badger Model 2100 open channel flow meter TA4 no. Ffr-861. FIT-603 3. lea. Polysonic Mexcel UFM91 Doppler flow meter TAB i no. FIT-902 4. 2ea Digital Displays for Instrument Panels [P-RS1 oL i?-RS2 TAG no. FI-603, FI-902 5. 2ea Digital. 'rotaa=cas for instrument Panels IP-RS' .kr IP-RS2 TAG no. FIQ-603, FIQ-902 6. 3ea. lsoiurtors for incoming analog signals TAG no. FIT-861,171717-603,FIT-902 7. Sea. Field surge suppressers for instruments TAG oo. FIT-861,FlT-603.Frr-S>02 Labor: 1. Install above sped(ied equipment 2. Calibrate a!"ve sprcifled equipment 3. Re-engineer panels fo-r new meters 4. Program FLC':~ for new equipment 5. Install data on new screens Cost (no sells tax') S121'i4 AJO Time I(.;, .:.<< ,SRC If I can be of any as6,W&.-ice Please call CHARLES M. HICKS 2142228542;# 2 HATE: 5/ 3193 1141,1"IR~I MENTATION & PROCESci CONTROL SY ,-:-E S, I1: , SENT BY:Xerox Telecopier 7020 ; 5- 5-83 ; 10:27 ; 2142228542-0 B. J. CLEMENT ELECTRIC Co., INC. P.O, sox 369 WYLIE, TEXAS 75098 (214) 414-1874 May 3, 1993 Gmcon Construction P.O. Box 850756 Mesquite, Texas 75185-0756 Attn: Ron Jansen Re: Pam cam WWTP, PCM No. 61B Dear Ron: APAI/DENTON:# 3 We have enclosed our Proposed quotation sheets for the referred PCM. Please note on Fir OZ, we did not cha V for the wire. Sim this flow dovico is being relocated, we had the win covered in our original base. Wo have not pulled any wwim but the oauduit is imaalied to EMH-8. If you may have any questions, please do not hodh to to call. Sy► B.Y. CLEMENT ELECTRIC CC., INC. Taay P. Cwt PMT manow SENT BY:Xerox Telecopier 7020 ; 5- 5-93 ; 10:28 ; MT 902 3.3-93 150' OF DrMH 304' OF l' FVC IW OF 2-FR. #16 SH. M OF 012 THHX WIRE 4 YDS. CONC RBTE COREDRILL(4) HOLES 10' OF 1" grim PIPE 16IMMOF L DM SEAL Soy OF 1" ALUM. PIPS LABOR: 12 HR& X 27.00 HR. x324.00 $324.00 324.00X 35%=113.20 $113.40 LABOR TOTAL: $437.40 MATERIAL $748.13 SUB TOTAL:- $11185.55 15 %OH A P $IVAS OrMTAL" $063.38 2142228542-4 APAI/DENTON;$ 4 LA8t a TOTAL MATERIAL CONr MATR1uL TOTAL .75 PT. $112.50 20.000. $60.00 $57.45 M. NIC 6.75C. NIC 50.00 YD. $200.00 75.00 BA. $300.00 63.24 C. $6.32 3.00 EA. $48.00 71.13 C. $21.33 TOTAL 12 HRS. TOTAL $748.15 SENT BY:Xero-x Telecopier 7020 ; 5- 5-93 ; 10:29 ; ;~L7 5-3-93 2142229542-4 APAI/DENTON;# 5 LABM TOTAL YATER746L CXW MANORIAL, TOTAL 32$' OF D1T+CH .751' T. $243.75 650' OF P PVC 20.00 C. $130.00 360' OF 2-PR. 016 BEL 857.45 M. 18306.88 10480' OF *12 THHN WIRB 6.75 C. 568.04 4 YDS. CONCRETE 50.00 YD. $200.00 COR DRI L (6) HOLES ~ 75.00 EA. $400.00 20' OF P STEEL FM 63.24C $12.64 24 LINKS OF LINK SBAL 3.00 BA. 572.00 TOTAL 22 MM TOTAL $1,435.11 50.00 $0.00 $0.00 $OM LABOR: 22 HRS. X 27.00 ML =594.00 5594.00 594.00 X 35%=2(17.90 5207.90 LABOR TOTAL: $801.90 MATBRIAL• $1,435.11 WB TOTAL: Vp237A1 15 %OH & P $335.95 "TOTAL** $2,572,56 SENT BY:Xerox Te!ecopier 7020 ; 5- 5-93 ; 10:29 ; FIT "I 5-3-43 2142228542-+ APAI/DENTON;# 6 IM»< TOTAL MATBRSaL COff MATBRSAL TOTAL 210' OF DntM .75 FT. SI$730 420 OF 1% PVC 20.00C woo 2 01 OP 2-PR. 016 8R. 857.45 IL $19721 7W OF #12 TIM WIRE 6.75C. $4715 3 YDS. CONCRETE SMODTD. $350.00 CORBDRILL (4) HOLM 75.00 EA. $300.00 10' OF P STEEL PIPE 63.24C SC32 16 LINKS OF LDM BEAL 3.00 EA. $0.00 TOTAL 16 FIRS. TOTAL $19190.28 50.00 $0.00 80.00 Moo LABOR: 16 FIRS, X 27.00 HR. =43100 $432.x0 432..00X 33%=151.20 $151.20 LABOR TOTAL $583.20 MATERIAL 51,190.28 KM T'O'TAL. $10773.48 15 %OH&P 5266.02 ++TOTAL** $2,039 g0