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17- Change Order 1 - DLM Contracting, Inc. - South University Area Sewer Main Interceptor Project
CHANGE ORpER No. 01 DATE OF ISSUANCE November 23, 2016 EFFECTIVE DATE OWNER City of Bozeman CONTRACTOR Contract: South University Area Sewer Main Interceptor and Water Main Exte ENGINEERS Contract No. You are directed to make the following changes in the Contract Documents: Description: Perform work outside of the contract and address issues with the boring operation as listed on the attached summary of work. Reason for Change Order: To add work to the project and address unforeseen conditions with the boring operation. Attachments: (List documents supporting change) 1. Summary of Work, 2. Work Change Directive No. 3, 3. Work Change Directive No. 4. CHANGE IN CONTRACT PRICE: Original Contract Price $ 1.434,620.00 Net Increase (Decrease) from previous Change Orders No. 0 to 0 $0 Contract Price prior to this Change Order: $ 1,434,620.00 Net increase (decrease) of this Change Order: $ 159,020.00 Contract Price with all approved Change Orders: $ 1,593,640.00 CHANGE IN CONTRACT TIMES: Original Contract Times: Substantial Completion: 90 days Ready for final payment: 120 days (days or dates Net change from previous Change Orders No. 0 to No. 0 Substantial Completion: 0 Ready for final payment: 0 (days) Contract Times prior to this Change Order: Substantial Completion: 90 days Ready for final payment: 120 days (days or dates Net increase (decrease) this Change Order: Substantial Completion: 35 Ready for final payment: 35 (days) Contract Times with all approved Change Orders: Substantial Completion: 125 days Ready for final payment: 155 days (days or dates) Contractor certifies and agrees that there are no additional costs or claims for extra work, additional time, delays or omitted items, of any nature whatsoever, associated with the subject change order items, except as identified and set forth herein and unless expressly stated otherwise in the Change Order. And further, that the price agreed-upon herein represents the full cost and value for the subject work performed and the materials supplied under the terms of the c.onkragL d -that the work quantities and value were properly determined and are correct. Ia.-'I- 2okt-0 C N (Authorized Signature) Date RFMAMENDED BY: �2 9/ ER - Signature) Date APPROVED OWER (Authorized Signature) Date EJCDC 1910-8-B (1996 Edition Page 1 of 2 C:\Users\Brad\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\26SKtP72\Change Order No 1 (2).doc COMMISSION RESOLUTION NO. 4763 A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF BOZE MAN, MONTANA, APPROVING ALTERATION/MODIFICATION OF CONTRACT WITH DLM CONTRACTING, INC., BOZEMAN, MONTANA. WHEREAS, the City Commission did, on the I" day of August 2016, authorize award of the bid for the South University Area Sewer Main Interceptor project, to DLM Contracting, Inc., Bozeman, Montana; and WHEREAS, Section 7-5-4308, Montana Code Annotated, provides that any such alterations or modifications of the specifications and/or plans of the contract be made by resolution; and WHEREAS, it has become necessary in the prosecution of the work to make alterations or modifications to the specifications and/or plans of the contract. NOW, THEREFORE, BE IT RESOLVED by the City Commission of the City of Bozeman, Montana, that the proposed modifications and/or alterations to the contract between the City of Bozeman, a municipal corporation, and DLM Contracting, Inc., as contained in Change Order No. 1, attached hereto, be and the same are hereby approved; and the City Manager is hereby authorized and directed to execute the contract change order for and on behalf of the City; and the City Clerk is authorized and directed to attest such signature. PASSED AND APPROVED by the City Commission of the City of Bozeman, Montana, at a regular session thereof held on the 9" day of January, 2017. ATTEST: c,", (>11",. ` a4 oort�9;' 3;4r - 4 •ter ,� . ROBIN CROUGH# •O City Clerk C���•.,�,.•r1$- `�rtNco•,.- APPROVED AS TO FORM: GREG SULLIVAN City Attorney South University Area Sewer Main Interceptor and Water Main Extension Project Change Order No. 1 Summary of Work This change order consists of the following items: 1. Bollards for Fire Hydrants This portion of the work adds bollards around 2 fire hydrants as identified in the attached Work Change Directive No. 3. Cost $3,470 Time 0 days Montana State University Sewer and Water Services This item adds connecting water and sewer services to the Miller Pavilion and providing a water service stub for future use. Cost $134,550 Time 21 days 3. Boring — Subcontractor Costs This item addresses a portion of the cost of changes involved with modifying the boring operation for the crossing of South 19th Avenue. A fiber optic cable, which was not located for the design survey, conflicts with the planned boring operation. This conflict has required the contractor to locate the bore pit on the east side of South 19th Avenue rather than the west side of South 19th Avenue. This has caused schedule issues as well as increased difficulties in the boring operation as the area is much more constrained and the boring is going downhill rather than uphill. This item only addresses costs associated with the boring subcontractor for items listed above. The boring subcontractor's direct costs related to cold -weather impacts, if encountered, are not included in these costs. Additional costs of the general contractor are being tracked on a time and material basis and will be included in a subsequent change order. The full impact to contract time has not yet been established and additional time beyond what is included in this change order may be required. Cost $20,000 plus 5% general contractor markup for a total of $21,000. Time 14 days C:\Users\BradWppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\26SK1 P72\Summary of Work.docx Work Change Directive Date of Issuance: October 28, 2018 __ ____ Effective Date: October 28, 2010_ o..,�.,,. a.....r. 11.1-1. a... a.— U.I. n.,...rrr...,r a,,..,.,... I r e. rn.e.d tk arra water main extension Contract Entire Project Contractor: DLM Contracting, Inc. You ars directed to proceed promptly with the following change(&): I No.: No. 03 Description - — Install bollards around the two Ore hydrants on the project. City of Bozeman Standard Datell 02880.8. Attachments (list documents supporting change): Email from Brad Lewis dated October 28, 2018. Purpose for Work Change Directive: ® Authorization for Work described herein to proceed on the basis of Cost of the Work due to: ❑ Non -agreement on pricing of proposed change. ❑ Necessity to expedite Work described herein prior to agreaing to changes on Contract Price and Contract Time, 19 Authorization to proceed prior to execution of change order. Estimated change in Contract Prim and Contract Timm: Contras Pries 3,170.00 ®Increase Odecrases Contract Time o ®Inerease Odeaease _ _ days If the change involves an Increase, the estimated amounts are not to be exceeded without further authorization. Work Change Directive — Page 1 of 1 Work Change Directive 3.doc Revised January 2010 Work Change Directive No. 04 Date of Issuance: November 3, 2016 Effective Date: November 3, 2016 Project: South University Area Sewer Main Owner: City of Bozeman Owner's Contract Interceptor and Water Main Extension Project I n/a Contract: Entire Project Dale of Contract: _ August 16, 2616 Conlractor DLM Contracting, Inc. I Engineer's Project You are directed to proceed promptly with the following change(s): Attachments (list documents supporting change): 1. Summary of Work (1 page) 2. Ag Station Water and Sewer Plan Set (12 pages) 3. Redlined Plan Sheet SERV -1. 4. Email dated 10117116 from Brad Lewis regarding pricing. Purpose for Work Change Directive: ® Aulhorizalion for Work described herein to proceed on the basis of Cost of the Work due to: ❑ Non -agreement on pricing of proposed change. ❑ Necessity to expedite Work described herein prior to agreeing to changes on Contract Price and Contract Time. ® Authorization to proceed prior to execution of change order. Estimated change in Contract Price and Contract Times: Contract Price s 134,650.00 ®increase ❑decrease Contract Time 21 ®increase ❑decrease days If the change involves an increase, the estimated amounts are not to be exceeded without further authorization. Recornmen iApproue Date Authorized for Owner by: Date Arcepledt Contr a - �! ,, Date - Approve yFund a (He lot Dale: Work Change Directive - Page 1 of 1 Work Change Directive 4.doc Revised January 2010 Work Change Directive No. 04 Date of Issuance: November 3, 2016 Effective Date: November 3, 2016 Project: South University Area Sewer Main Owner. Interceptor and Water Main Extension Project Contract: Entire Project You are directed to proceed promptly with the following change(s): Dale of Contract: August 16, 2016 Engineer's Project No.: 0417.072.02 Attachments (list documents supporting change): 1. Summary of Work (1 page) 2. Ag Station Water and Sewer Plan Set (12 pages) 3. Redlined Plan Sheet SERV -1. 4. Email dated 10117/16 from Brad Lewis regarding pricing. Purpose for Work Change Directive: ® Authorization for Work described herein to proceed on the basis of Cost of the Work due to: ❑ Non -agreement on pricing of proposed change. ❑ Necessity to expedite Work described herein prior to agreeing to changes on Contract Price and Contract Time. ® Authorization to proceed prior to execution of change order. Estimated change in Contract Price and Contract Times: Contract PrImS 134,660.00 ®Increase Odecrease Contract Tlme 21 ®Increase Odecrease days If the change Involves an Increase, the estimated amounts are not to be exceeded without further authorization. Work Change Directive — Page 1 of 1 Work Change Directive 4.doc Revised January 2010 Work Change Directive No. 04 Date of Issuance: November 3, 2016 Effective Date: November 3, 2016 Project: South University Area Sewer Main owner: City of Bozeman Owner's Contract Interceptor and Water Main Extension Project nla Contract: Entire Project Dale of Contract: August 16, 2016 Contractor: DLM Contracting, Inc. Engineer's Project No.: 0417.072.02 You are directed to proceed promptly with the following change(s): Attachments (list documents supporting change): 1. Summary of Work (1 page) 2. Ag Station Water and Sewer Plan Set (12 pages) 3. Redlined Plan Sheet SERV -1. 4. Email dated 10/17/16 from Brad Lewis regarding pricing. Purpose for Work Change Directive: ® Authorization for Work described herein to proceed on the basis of Cost of the Work due to: ❑ Non -agreement on pricing of proposed change. ❑ Necessity to expedite Work described herein prior to agreeing to changes on Contract Price and Contract Time. ® Authorization to proceed prior to execution of change order. Estimated change in Contract Price and Contract Times: Contract Price5 134,550.00 ®increase Ddecrease Contract Time 21 ®increase ❑decrease days If the change involves an increase, the estimated amounts are not to be exceeded without further authorization. Recommen rYroprovaL111LFogi r —�—+ Dale Authorized for Owner by: Date Accepted for Contractor by: Date Approved by Funding Agency (if applicable): Date: Work Change Directive — Page 1 of 1 Work Change Directive 4.doc Revised January 2010 South University Area Sewer Main Interceptor and Water Main Extension Project Work Change Directive No. 4 - Summary of Work The work included in this work change directive includes the installation of water and sewer services to the Miller Pavilion and an additional water service line to be extended for future connection to the Farrier School Building. The following is an explanation of the attachments and a summary of the work: 1. Ag Station Water and Sewer Plan Set. This plan set includes water and service work beyond what is included in the change. Only work identified in this work change directive is included in the work. 2. The water service to Miller Pavilion shall be as shown in the plan set with the exception that service is to be installed in a separate trench from the sewer service. 3. Redlined Plan Sheet Serv-1. This plan sheet shows the revised grade of the sewer service for Miller Pavilion. 4. Sewer Service —Additional Changes a. Connection to existing sewer service stub shall be done with City Standard Detail 02730-3. b. Cleanouts are to be located as shown on the drawings. The cleanout at the point of connection does not require monument box and concrete, extend PVC so plug is at grade. c. Existing Miller septic tank to be pumped and filled with gravel. 5. Water Service —Additional Changes a. Install 1" water service from existing curb stop to Station 2+83 in same trench as Miller Pavilion service. Install cap/plug at end of service and buried marker post. This service is to be used for future extension to the Farrier School Building. 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' --- K SERVICE CONNECTIOMI TO +NG $iA 0+10 `MILLER PAVILION 'I' ._ SEE DETAIL ,� XORQ.6GlE t 'i QAND BEA 2+63 BB' AT MILLER PAVILION �r`1 y 1.5' WATER METER AND WATER SERVCE LONNEC110N BTA 4+78.0 BACKFLOW SEE DETAILS ® SEE 6" 55 CO 16 �RE REDUCING VAIVE m RIM EL 48]824 BEE DETPIL m .wo �'e°°4' jp15 _ � - uee.m xw MORIL BGtf A^� -=TYPE M-11 _ _ i i _ - —- G- TYPE "1" PIPE BEDDIN "A" TRENCH BACKFILL - — - -__ INSTALL 458 LF OF - 1.5" TYPE "K" COPPER- -- - INSTALL 438.4 LF OF -- 6" SCH 40 PVC ------ —1e5°A! -- — -� - - - — -ar oN w10 — —rs°wsemu- +wa - ss" r wEa Soma - � � smv00a '— - — --- IksM� vrv..auu Xm.e wxviw - -Xsw. uAo v GHNECf N gISXXe —MVLL %A V Z.1 Mw — MY. dIF. x®N Xm r ss ssSx mm -- ___— S O la�'A: w -- -r Xw sm w mu. we Xexw -sso las — ..-- - niL80o5s X0 -- w. auo xnm - xe. _- E$1SRN6' STA 2+16.6STA 3+13,8 6 SS CO N3 6- SS CO p4 6 SS. SERVICE RIMEL ae%8.61 SSUS - RIM EL. 4876.99 TACO #2 ,1 1� CO J N RIM EL. a8 90i JJ D STUB J T RI�43d0.04 �.._ mA 0+55 COMBINE (4) SERVICE LINES SERNCES INTO COMMON TRENCH TO MILLER PAVILION �J ^•``\-.. SEE OE?AIL,�. SEE SREE? SERV- _ STA 0+39.6 9' Rf AGRICUL)URAL ECTION _— SERVICE SECT i N ROAD TN 5 ro Exlml+c STA 0+10 To 6+e5 - MILLER PAVILION - Q4AOURBSTOP SEE DETAILm „ NORIZSGIE o F N � irr+MirJ IVV� ., - . STA A 0.5 RIM E e�6� STA 4+15. COMBINE 1" WATER lb SERVCE WITH SEE DEWCM,— SEE OETPIL m ---_.. - j \ Iri1 AL D STA 5+00.0 6 SS CO A6 MEL 4376.53 - �- AGRICULNRAL ROAD SECTION RESTORATION STA 0+10 EE DETAIL w 6+65 .ero v ;+OD M o;i. — "ea•Im -- -- ---- -- -_TYPE ----INSTALL T1PE "1" PIPE BEDDING- "A" TRENCH BACKFILL_ - INSTALL 480 LF OF - 1" TYPE "K" COPPER 460.4 LF OF 6" SCH 40 PVC HOR23GLE -- -- -- ..°w --__—_ VERT. SCALE __ -- — — - — ilaTw- • LNx .em _%RYY naV _�rNeN91 SflM 41Y° __ n'A DRIIK _IX51YL 9Z0 V _CRnM __ �N�IyS�O — —E O IZY IM•. OIM1 MNLI _ _ _ _ —IMSINL lOS V _ `%C SDMM— 5l O IRSi � M'. CVM1 Nn.DI _ L 0 0 • � �i S � 8 9 Y 0 � 0 @ 0 tl � & YI1161VIM l d j MILLER PAVILION t Amo am Amc 6- SS CO R7 6" SS CO is Lj RIM EL. 4878.50 &45' BEND 11' RIM EL 48" i6 AGRICULTURAL HIXiIl fiGALE ROAD SECTION RESTORATION ♦ , xxm STA O+tO TO 6+85 1 r SEE DEGIL® IYHt T HIHt tltUUING V - END El'_ R 7+66.6 — a 7.3 n5' BEND STA 7153., — INSTALL 300 LF I- WATER B WATER METER, BACKFLOW PREREUC14G 45' FEND — G'L - i STA 5:00.0 - &PRESSURE REDUCING VPL SEA 7+36.1 - IM EL548 9Sco 03 FARRIER SCHOOL S& 4 CSEND t F 360.4 LF - RIM EL. 4679.56 j_ euv.»mw'x°i ,mu)evINSTALL 6" OLA. SCH 40 PVC---� 6" Y _ 15 )1j —.I-- - mA aooe _ ER--I STA 5 SEPARATE^FTIL", STr5»99.3Oh ry\\ UNEINTO BEND SINGLE TRENCHES i mux� STA 6+00.0 STA. B+BS.+ 6- SS CO R7 6" SS CO is Lj RIM EL. 4878.50 &45' BEND 11' RIM EL 48" i6 AGRICULTURAL HIXiIl fiGALE ROAD SECTION RESTORATION ♦ , xxm STA O+tO TO 6+85 1 r SEE DEGIL® Ams T Hog $rAIE VERT. scA IYHt T HIHt tltUUING —_TYPE "A" TRENCH BACKFILL — __- _ _ - ---.1" — INSTALL 300 LF --------- TYPE "K" COPPER_ F 360.4 LF - —_ euv.»mw'x°i ,mu)evINSTALL 6" OLA. SCH 40 PVC---� 6" _ )1j —.I-- - mA aooe 8!A!Am6.K mux� V_a 6'MSp1 A0. 19fNL OS< V gg_ a O 12# ASO AIgE�W�M',1 — r su ax Ao aetm I m% om: Anss, xr. wn Ansa IW. am Aram _ W. ol, Amaa IW. OJF. AaB.M Owl W Ams T Hog $rAIE VERT. scA STA 0+39 1 li,M 11r 1' WATER SERVICE CONNECTION HORTICULTURE an = TO E%IS'BNG CURBSTOP ROAD SECTION •'-� RESTORATION STA 1+00 TO 2+80 ' SEE DETAIL© Ai 'V Q HORTICULTURE STA 3+0C 7.6 LT Q LANDSCAPE RESTORATION 1' WATER sEPVICE STA 2+BO TO 3+15 STUD INC CURESTOP 1 T - SEE DETAILm r FAND OR CURB 6RESROONSl � 4� e "•°•' STA .+10.5 I� Q HORTICULTURE 1" BACKFLOW PR(VENTER, LANDSCAPE HORIZ. SCALE WATCR ME'ER, AND PRV • " _ RESTORATION INSIDE OF NGT BO% �- BRA 1+00 TO i•—y m IX EE DETA16,�,r'� 2+B0 — SEE. OETAIL�' SEE HORTIECTIONAIL TO 4EE INTERNAL BING BUIL DING ® HORTICULTURAL LDG� :- ply _�., �,i._.__x .• 'x "°e0 I_ TYPE "1" PIPE BEDDING 1 mangos —TYPE "A" TRENCH BACKFILL •'a,-- INSTALL 375 LF OF-. "°0„IN IT 1' 1. --- 1 • TYPE "K" COPPER -- - _ - droexici ro drsnlm •'ruiW s[xtcc —a ruPmmr _ — .� J 1- 9B I I eS UN I 68'NN �� 1 1 I _ E HORIZ. SCALE A VERT.SCALE L 1 HOTBOX HB3N ENCLOSURE \1"WATERMETER PER COB PROVIDE HEAT TRACE TAPE WRAPPED AROUND WATER SERVICE TO A DEPTH OF 48" BELOW CONCRETE PAD 82"X 38"X 4" UB -23 OR APPROVED EQUAL EXPANSION TANK 101-1 EXTROL 15 ER(TYP) OR APPROVED EQUAL • WATTS LFOOSOTS OR APPROVED 6'X8" BLOCK OUT FOR DRAIN HOTBOXHOTBOXPRpRLEN�/1\1\ xcr*uxuE SERV 4 PROVIDE 2" THICK MINERAL FIBER PRE -FORMED INSULATION WITH PVC JACKETING AND HEAT TRACE TAPE WRAPPED AROUND SERVICE THROUGH BUILDING WALL ROCK BASE HOT BOXHB3N ENCLOSURE DETAIL /2l xmmsc SERV 4 I rou, 1 TYPEN ICOPPER WATER SVC. 1 pyx JI 41 ;I Y I 1 I 6'DIS PVC SCN 40 ER VC. LS^DA' 1 TYPE R WA I WATER SVC. I 1 —y 0.s6' � I SOLID SHELF 1� I 1 l.w I NOTES: 1. THE WATER PIPE SHALL BE PLACED ON ASOLIO SHELF EXCAVATED ATONE SIDE OF THE COMMONTRENCH WITH A CLEAR HOFMONTALDISTANCEOFNOTLESSTHAN 121NCNE5 FROM THE SEWER OR GRAIN UNE. 2 THE BOTTOM OFTHE WATER PIPE, AT POINTS, SHALL BE NOT LESS THAN 12 INCHES (305 MM) ABOVETHETOP OFTHE SEWER OR DRAIN UNE. 3. JOINT SERVICE TRENCHES MAY CONTAIN UP TO 2 SEWER SERVICES AND 2 WATER SERVICES. 4. ALL REQUIREMENTS OF CITY STD. DETAILS NO. 0%606 AND NO. 0930.2 SHALL BE MET. 5. CONTRACTOR SHALL MARE EVERY EFFORTTO PROVIDE A MINIMUM 1B^ OF VERTICAL SEPARATION BETWEEN WATER AND SEWER SERVICES, DEPENDANT ON VERTICAL LOCATION OF EXISTING MAINS. COMMON SERVICE TRENCH 1 xorT6a"Ir: SERV 1-3 �'LChdlzPb9RT7i A3Npil`�IIq�C�- 6" 1j" -MINUS CRUSHED GRAVEL BASECOURSE 12" UNCRUSHED SUB -BASE COURSE COMPACTED SUBGRADE PLACE GRASS SEED WITH TOP SOIL 8" PLACED TOP SOIL I =1 I1=1 -I I1=11 COMPACTED SUBGRADE ;�-1 I1-III=L-1I vREOEUREGM10E1TVP1 PRE&4JRE PEWCINB VAL40�9ETT0AP81 '� WATTStF]&,LBEB Ofl IPPR0Vm E0UAL w�vwa BRWNFAIry%GLI i V Ntl 1'00.1.8"WATEq MEIERPER LTIYOF00gM1YN 1'ORIB'WATTS LFIXPoT6dt a/YW��mnwa r,h'MTt'� m29 IPFRJVEO FAUK B F P. %YP) t'�I8.9NUTOFF VKUE W WI%A 11 r t -m l.r.BU�Ggy 1MA'm wa rxim mt N PIPEAW`OMTGFLOOR TMK 1011 FXTROLi6—OMMIT'PKJL) j giAPPPWEO mu. U y,w av iL11HGTIW PROVIpEELEEVE N2T4: T PM •ry Mwm y/AIL—� TIWOUGH.OR 1IPROVIOEPEMOIE WATFAYEfFARFACE0. iN0 tuv Shu 1`OP I,R L=MT RE°UIPEBML°GLUR- --OCMESTIC WATE0. MINM FL4WPPEYFNTOP9ANLLBEM°UMEOtS' N[ �va¢wa 9fRr10E YINABKFLOIXt ANp NO YWiETIAT N'M4C ABOVEfLC0R TYPICAL SERVICE CONNECTION /�\ v,• m .o ,n'w wl.a xnmwLF SERV 1,3 WATER SERVICE INTERIOR CLEARANCES n °0f�0 SERV 14 VISTIIIATICH RBGWREYEY84 z �wvlv94�mPvwLwl�q�rzFmvw`"�mR"iiO�i lv�.ww°iYL� wpa�m+ar � w�lwau�emvawr .uatwawremcawmeua aa++cwnzWlsxruoe/gc,mlaltuao. a �a�u®�'�''RwL.�na'uow"iu w�IamMilze'ort'�.mvw wvrrewrewa wve�um.assounrrtcnoovarorleFLawnelmxwnww,c WbW ZBeflEr®Ewlmm�rtmRlt�Ycn�tllwnnu�pu m�La�i nwFi� Ma.'. M �1¢uMESW�t�Wm W�MEFNr�nl �PJ.vla,f�t MiOHiwW%FI6ff0EM W.liPOVtaNflA °nrtroa.w wano®wnewFwawneao,o,sv+rtRcm.Rrnvrs n..ulaw®rtwwnawartR wwY.rw. nmucwl,w+r.wwwn«i.arwaw.no. m iafi da�ww"Nn alwl,:,mwwwx%rYUNv%mNLLFweYRF� a 3 R y� 5p 1 6 z a FARRIER WATER CONNECTION %t1 xmV. . SERV3 NOTE: EXISTING WATER SYSTEM TO REMAIN IN PLACE FOR NON POTABLE USE MILLER PAVILION WATER CONNECTION i21 xorrozcus SERV 1 MILLER METER LOCATION X41 SERV1 D-5 DATE 9/14/2016 HORTICULTURE WATER CONNECTION X TOWIZ 5ERV4 HORTICULTURE WATER CONNECTION �2\ ..,..A. SERV 4 HORTICULTURE FARM PRO`ADE (2) NEW 20A IP BPFABERS RUN (2) NEW CIRCUITS PROVIDE (2) ROA OUR TO HOT BOX: 12/2 GTI DUPLEX NM -S EACH CIRCUIT. RECEPTACLES MSIDE HOT BOX PROVIDE W & I" PVC SCH 40 DOWN EXTERIOR WILL AND INTO GROUND. ROUTE CONDUIT UNDERGROUND AND STUB UP INTO HOT BOX THROUGH CONCRETE SLAB. PROVIDE (2) 20A OPI DUPLEX RECEPTACLES INSIDE HOT BOX HORTICULTURE RWrRICAL DETAILS /3\ xDTV.a SERV4 HORTICULTURE WATER CONNECTION /4�, NM70 P SERV 1 EXISTING \STA ----COMBINE 0+55 (4) SERNCES INTO COMMON TRENCH SEE D�AtL��_ ` I IE STA 2+16.8 SIA 3+13.8 6' SS SERVICE I S. S$ CO 813 6' S5 CO 814' STUB . / STA 0+39.6 6" 55 EC 81T CONNECT TO EXISTING STUB yam,. ` AA 1+19.8 pp j"I 4874.07 / RIM EL 4676.99 RIM EL 45] 691 / STA BEND —r 45' BEND 1 1 Q \STA ----COMBINE 0+55 (4) SERNCES INTO COMMON TRENCH SEE D�AtL��_ S A 2+63 3 R 1 S' 90' WATER SE ^C BEN I IE RIM Et - STA 4+]3.D 45 BENu D I T pC� AGRICULTURAL—� 4 "`--'" SIA 0+39.6 11' RT - ROAD SECTION .5' WA ER sERVLCE TONNEGnncl RESTORATION STA 0.10 TO6i MILLER PAVILION _ SEE DETAIL ,r Ei„ I C P MORILSCAW ' I FI u STA 2x83 66' RT MILLER PAAUON ' p � 1.5* WA�R METER WATER SERVICE CONNECTION' SEE DETAILS ® DO X16 �CKPLOW PRLVEANIE 6' SE AND REDUCING PRESSURE VALVEVIA m RIM EL 48] 824 I SEE DETAIL HORS, SCALE VERT.SCALE DATE 9/14/2016 James R. Nickelson From: Brad <brad@dlmcontractinginc.com> Sent: Monday, October 17, 2016 3:48 PM To: James R. Nickelson Subject: RE: Ag Services James, Your most recent plan makes a lot more sense and saves significant amount of cost. However, I don't see the "common trench" working in any case for the sewer and water. The material is too difficult to shore / excavate to make safe with any significant elevation differences. We will use separate ditches for the entire stretch. Estimate for the proposed Miller work = $129,300 Additional 1" Waterline to Sta. 2+83 (Main Line Ditch only) = $5,250 This is based on DLM being able to utilize existing road base and gravel materials for subbase course. Road top course will be imported. Hopefully, this manages to be within the MSU budget. With the dewatering pumps currently running near this location, it would be ideal to install this soon. LCM CONTRACTING INC Brad Lewis, Vice -President (406) 586-2881 Cell: (406) 539-0718 Fax: (406) 586-2868 From: James R. Nickelson [mailto:jnickelson@m-m.net] Sent: Monday, October 17, 2016 2:11 PM To: Brad Lewis (brad@dlmcontractinginc.com) Subject: Ag Services Brad, Based on your latest estimate we need to re -think things. Attached is a revised profile. Scope of work includes the following: - Miller water service per original plan (if there is now merit to the common trench idea — from station 2+20 to 2+83 a separate trench will be needed to meet separation requirements) - Miller sewer service — use city detail 02730-3 at point of connection to go up at 45 degrees and then lay at 1% to building - Provide separate price to add 1" water in miller water trench to station 2+83 James James R. Nickelson, PE sI Morrison Ma[erle Direct 1406.922.6824 From: mhodees@m-m.net [mailto:mhodees@m-m.net] Sent: Monday, October 17, 2016 7:57 AM To: James R. Nickelson <jnickelson@m-m.net> Subject: MUN_Scanner 1 h:K unmamicailoll is Iho properly of tvtorrl.soMMalcde Inr and may canlaut ron4denuai or pnm!oped Information Unaulhdnn:d use of 11m connnuntaahnn is enna!y OrOhllm.,d and may be unlat9ful Ifyou have 1eGeiyed this commmniranon m error. please nomedno.1v notify Ihv sender by reply e-mail and dosvoy ell cop ev bf Ihr runnmunicahon imd any eflachmenls