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3.17 West WWTF Change Orders Request for City Council Action DEPARTMENT INFORMATION ORIGINATING DEPARTMENT REQUESTOR: MEETING DATE: Utilities Utility Manager Neidermeier January 8, 2024 PRESENTER(s) REVIEWED BY: ITEM #: Consent City Administrator/Finance Director Flaherty AE2S Engineer Schaefer 3.17 – West WWTF Change Orders STRATEGIC VISION MEETS: THE CITY OF OTSEGO: Is a strong organization that is committed to leading the community through innovative communication. X Has proactively expanded infrastructure to responsibly provide core services. Is committed to delivery of quality emergency service responsive to community needs and expectations in a cost-effective manner. Is a social community with diverse housing, service options, and employment opportunities. Is a distinctive, connected community known for its beauty and natural surroundings. AGENDA ITEM DETAILS RECOMMENDATION: City Staff is recommending that the Council approve Change Order Proposals from Rice Lake Construction Group for the West WWTF project. ARE YOU SEEKING APPROVAL OF A CONTRACT? IS A PUBLIC HEARING REQUIRED? No No BACKGROUND/JUSTIFICATION: A package of Change Order Proposals for the West WWTF project were reviewed with the Public Works Subcommittee on December 20, 2023. The following table is a summary of the change orders that were recommended to forward for consideration by the full Council. The change orders represent various justifications ranging from necessary modifications to complete the project to optimizing the project for long term cost efficiency. The proposed net increase in project cost of $303,155.46 represents 0.89% of the bid cost and would bring the total change order net increase to 1.9% for the project. A contingency amount of 5.0% was included in the project budget and CPR #Description Amount CPR 12 Paving and Sidewalk Changes $38,512.00 CPR 19 Instrument Additions $5,123.00 CPR 20 SBT Air Pipe Changes $59,052.00 CPR 22 Eliminating Electrical MH #2 ($8,282.54) CPR 23 FSB Future Pipe Pit $21,146.00 CPR 25 MCC/Panelboard Escalations $97,229.00 CPR 26 Add Sump to FSB $12,591.00 CPR 27 FO7 MTB Building Changes $24,915.00 CPR 28 MTB-FSB-BB Roofing Escalation $32,490.00 CPR 29 Additional Helical Pile $15,458.00 CPR 30 PTB Basement Pump Demolition $4,922.00 financing package. SUPPORTING DOCUMENTS ATTACHED: Note – Due to the number of pages for the attachments, they were not included in paper packets and are viewable in electronic format only on the City website. • Change Order Proposal 012 – Paving and Sidewalk Changes • Change Order Proposal 019 – Instrument Additions • Change Order Proposal 020 – SBT Air Pipe Changes • Change Order Proposal 022 – Eliminating Electrical MH #2 • Change Order Proposal 023 – FSB Future Pipe Pit • Change Order Proposal 025 – MCC/Panelboard Escalations • Change Order Proposal 026 – Add Sump to FSB • Change Order Proposal 027 – Field Order 7 – MTB Building Changes • Change Order Proposal 028 – MTB-FSB-BB Roofing Escalation • Change Order Proposal 029 – Additional Helical Pile • Change Order Proposal 030 – PTB Basement Pump Demolition POSSIBLE MOTION PLEASE WORD MOTION AS YOU WOULD LIKE IT TO APPEAR IN THE MINUTES: Motion to approve Change Order Proposals as indicated in the table above in the amount of $303,155.46 to Rice Lake Construction Group for the West WWTF Project. BUDGET INFORMATION FUNDING: BUDGETED: Fund 602 – Sanitary Sewer Utility Yes May 30, 2023 AE2S 6901 East Fish Lake Rd. Suite 184 Maple Grove, MN 55369-5457 ATTN: Scott Schaefer, PE Re: Otsego West WWTF Improvements Phase 1 RLCG Project No. 2215 Change Order Proposal #: 012 – Paving and Sidewalk Changes REV2 Scott, Rice Lake has put together pricing as requested in AE2S’s email dated 7/27/2023 for the sidewalk and paving modifications. Below are the pricing options: • Option 1 – Add additional bituminous around the MTB and extend the bituminous along the entire length of the existing SB building as highlighted in orange in the attachment. o $16,572.00 • Option 2 – Increase the thickness of the sidewalks to 6”. Sidewalks included are highlighted in yellow in the attachment. o $5,102.00 • Option 3 – Keep existing sidewalk, demo Splitter Structure and reroute gas line to ADM building as shown in the attachment. o $4,890.00 • Option 4 – Demo sidewalk by PTB and add additional paving by PTB as highlighted in red in the attachment. o $11,948.00 Please let me know if you have any questions. Sincerely, Rice Lake Construction Group Matt Perpich Project Manager December 14, 2023 2215 Otsego West WWTF Improvements Phasae 1 22360 County Road 12, PO Box 517 12/14/2023 Deerwood, MN 56444 12REV2 HOURS $ RATE TOTAL RATE TOTAL OPTION 1 - ADD ADDITIONAL BITUMINOUS/REMOVE CONCRETE RLCG Labor - Concrete -36.00 HRS -36.00 99.00$ ($3,564.00)-$ $0.00 -$ -$ (3,564.00)$ RLCG Material - Concrete -1.00 LS 99.00$ $0.00 1,062.00$ ($1,062.00)-$ -$ (1,062.00)$ RLCG Labor - Earthwork/Sand 30.00 HRS 30.00 99.00$ $2,970.00 -$ $0.00 -$ -$ 2,970.00$ RLCG Material - Earthwork/Sand 1.00 LS 99.00$ $0.00 2,500.00$ $2,500.00 -$ -$ 2,500.00$ RLCG Equipment - Earthwork/Sand 8.00 HR -$ $0.00 -$ $0.00 -$ 720.00$ 720.00$ Bituminous Roadways 1.00 LS -$ $0.00 -$ $0.00 13,764.04$ -$ 13,764.04$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ Misc. Small Tools and Mat'l 5% of Labor 1.00 ea 5.00%($29.70) Sales Tax 1.00 ea 7.375%$106.05 Totals (6.00)$ (594.00)$ 1,438.00$ 13,764.04$ 720.00$ $15,404.39 Rice Lake Mark-up on Subs (5%)$688.20 Rice Lake Mark-up on Labor, Material, and Equipment (15%)$234.60 Bond Cost (1.5%)$244.91 Total Change Order Proposal Request $16,572.00 Days Requested 0 SUBCONTRACTOR TOTAL EQUIPMENT TOTAL LINE TOTAL CHANGE ORDER PROPOSAL RLCG PROJECT #: PROJECT NAME: DATE: COP: DESCRIPTION QTY UNIT LABOR MATERIAL 2 2215 Otsego West WWTF Improvements Phasae 1 22360 County Road 12, PO Box 517 12/14/2023 Deerwood, MN 56444 12REV2 HOURS $ RATE TOTAL RATE TOTAL OPTION 2 - THICKEN CONCRETE SIDEWALKS TO 6" RLCG Labor 18.00 HRS 18.00 99.00$ $1,782.00 -$ $0.00 -$ -$ 1,782.00$ RLCG Material 1.00 LS 99.00$ $0.00 2,360.00$ $2,360.00 -$ -$ 2,360.00$ 99.00$ $0.00 -$ $0.00 -$ -$ -$ 99.00$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ Misc. Small Tools and Mat'l 5% of Labor 1.00 ea 5.00%$89.10 Sales Tax 1.00 ea 7.375%$174.05 Totals 18.00$ 1,782.00$ 2,360.00$ -$ -$ $4,405.15 Rice Lake Mark-up on Subs (5%)$0.00 Rice Lake Mark-up on Labor, Material, and Equipment (15%)$621.30 Bond Cost (1.5%)$75.40 Total Change Order Proposal Request $5,102.00 Days Requested 0 SUBCONTRACTOR TOTAL EQUIPMENT TOTAL LINE TOTAL CHANGE ORDER PROPOSAL RLCG PROJECT #: PROJECT NAME: DATE: COP: DESCRIPTION QTY UNIT LABOR MATERIAL 2215 Otsego West WWTF Improvements Phasae 1 22360 County Road 12, PO Box 517 12/14/2023 Deerwood, MN 56444 12REV2 HOURS $ RATE TOTAL RATE TOTAL OPTION 3 - Keep Existing Sidewalk 99.00$ $0.00 -$ $0.00 -$ -$ -$ Demo of Sidewalk 1.00 LS -16.00 99.00$ ($1,584.00)-$ $0.00 (720.00)$ (2,304.00)$ Demolish Existing Splitter Structure 1.00 LS 32.00 99.00$ $3,168.00 700.00$ 700.00$ -$ 720.00$ 4,588.00$ Gas main rerouted 1.00 LS 12.00 99.00$ $1,188.00 180.00$ $180.00 -$ 360.00$ 1,728.00$ Streetlight power rerouted & Spare Light Post - No cost change -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ Misc. Small Tools and Mat'l 5% of Labor 1.00 ea 5.00%$138.60 Sales Tax 1.00 ea 7.375%$64.90 Totals 28.00$ 2,772.00$ 880.00$ -$ 360.00$ $4,215.50 Rice Lake Mark-up on Subs (5%)$0.00 Rice Lake Mark-up on Labor, Material, and Equipment (15%)$601.80 Bond Cost (1.5%)$72.26 Total Change Order Proposal Request $4,890.00 Days Requested 0 RLCG PROJECT #: PROJECT NAME: DATE: COP: CHANGE ORDER PROPOSAL MATERIAL SUBCONTRACTOR TOTAL EQUIPMENT TOTAL LINE TOTALDESCRIPTIONQTYUNITLABOR 2215 Otsego West WWTF Improvements Phasae 1 22360 County Road 12, PO Box 517 12/14/2023 Deerwood, MN 56444 12REV2 HOURS $ RATE TOTAL RATE TOTAL OPTION 4 - Demo Sidewalk & Pave by PTB 99.00$ $0.00 -$ $0.00 -$ -$ -$ Demo of Sidewalk 1.00 LS 12.00 99.00$ $1,188.00 -$ $0.00 540.00$ 1,728.00$ Pave additional area by PTB 1.00 LS 99.00$ $0.00 -$ $0.00 8,764.04$ -$ 8,764.04$ Paving Credit from CPR014 1.00 LS 99.00$ $0.00 -$ $0.00 (3,500.00)$ -$ (3,500.00)$ RLCG Labor 16.00 HR 16.00 99.00$ $1,584.00 -$ $0.00 -$ -$ 1,584.00$ RLCG Material 1.00 LS -$ $0.00 1,200.00$ $1,200.00 -$ -$ 1,200.00$ RLCG Earthwork 8.00 HR -$ $0.00 -$ $0.00 -$ 720.00$ 720.00$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ Misc. Small Tools and Mat'l 5% of Labor 1.00 ea 5.00%$138.60 Sales Tax 1.00 ea 7.375%$88.50 Totals 28.00$ 2,772.00$ 1,200.00$ 5,264.04$ 1,260.00$ $10,723.14 Rice Lake Mark-up on Subs (5%)$263.20 Rice Lake Mark-up on Labor, Material, and Equipment (15%)$784.80 Bond Cost (1.5%)$176.57 Total Change Order Proposal Request $11,948.00 0.766666667 Days Requested 0 DESCRIPTION QTY UNIT LABOR MATERIAL SUBCONTRACTOR TOTAL EQUIPMENT TOTAL LINE TOTAL CHANGE ORDER PROPOSAL RLCG PROJECT #: PROJECT NAME: DATE: COP: 1 Matt Perpich From:John Larkin <John.Larkin@AE2S.com> Sent:Thursday, July 27, 2023 2:05 PM To:Matt Perpich Cc:Matthew Seurer; Michael Benson; Sam Boelter Subject:RE: Otsego West Attachments:Otsego West WWTF sidewalk modifications.pdf Caution: This email originated from outside the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Matt, Attached are drawings to catch all of the proposed paving changes and some items impacted from the changes. As discussed we are removing the additional milling. Please breakdown by the following line items: 1) Additional paving that was previously quoted (Option 2) 2) Increased concrete thickness previously quoted (Option 3) 3) Keeping the sidewalk leading to the existing UV building a. This includes not demolishing the sidewalk b. Demolishing the splitter structure as previously discussed. c. The gas to the admin will have to be rerouted d. The streetlight power will have to be routed another way. Laying it with the fiber loop to the admin building seems practical and would be a much simpler install, less gas lines for Killmer to worry about. e. The light behind the Control Building will not be installed and will be a shelf spare. 4) PTB paving modification a. Demo remaining PTB sidewalk b. Pave area as shown in attached drawing. Thanks From: Matt Perpich <matt_perpich@ricelake.org> Sent: Tuesday, May 30, 2023 3:55 PM To: John Larkin <John.Larkin@AE2S.com>; Scott Schaefer <Scott.Schaefer@AE2S.com> Cc: Matthew Seurer <matt_seurer@ricelake.org>; Michael Benson <michael_benson@ricelake.org>; Sam Boelter <sam_boelter@ricelake.org> Subject: Re: Otsego West Scott/John, Attached is pricing for these changes. Thanks, Matt Matt Perpich, P.E. Mechanical Group Manager Rice Lake Construction Group 22360 Country Road 12 XXXXXXX X X X X X X X X X X X X X X X X X UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGEUGEUGEUGEUGEUGE UGE UGE UGE UGE UGE UGEUGEUGEUGEUGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGEUGEUGEUGEUGEUGEUGE UGE UGE UGE UGE UGE UGE UGE UGE U G EUGEUGEUGE UG E UGEUGEGGGGGGG G GGGGGG G GGGGGGG G G G G G G GGGGGGGG G G G G G G GGGGGG G G G T T T T T T T T T T T T T TTTTTT T T 7490953.60SIREN7731953.47GV?TSDSDSDSD2108942.80FES INV108045942.00FES BURRIED\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\R25.00'\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\R 2 5 . 0 0 'R25.00'R37.00'R20.00'R25.00'File: C:\Users\PHohn\ACCDocs\AE2S\05409-2017-004 Otsego West WWTF Phase 1 Improvements\Project Files\01-Civil\Plan Sheets\CS-Site_Layout.dwgLast Saved: By: Paul Hohn Date: Thursday, March 24, 2022 11:08:21 AMPlotted: By: Paul Hohn Date: Friday, March 25, 2022 Layout: CS-WWTP PROJECT NUMBERCHECKED / APPROVEDDATEDRAWING TYPEPREPARED BYDRAWING/FACILITYSYM DATE DESCRIPTION APPRAdvanced Engineering and Environmental Services, LLC l Water Tower Pl Business Ctr 6901 E Fish Lake Rd Ste 184 Maple Grove, MN 55369 l (t) 763-463-5036 l www.ae2s.comOTSEGO WEST WWTF IMPROVEMENTS PHASE 1 CITY OF OTSEGO OTSEGO, MN WWTP ENLARGED SITE PLAN CONST.CSDJJJBMAR 202205409-2017-004SWC104HTRON0Scale in Feet20SECONDARY BIOLOGICAL TREATMENT BUILDINGFF = 960.00FINE SCREEN BUILDINGFF = 952.00MEMBRANE TREATMENT BUILDINGFF = 955.00BLOWER BLDGFF = 960.00CONSTRUCTION NOTESINSTALL SIDEWALK - SEE DETAIL 3 / C507INSTALL HEAVY DUTY ASPHALT PAVEMENTSEE DETAIL 2 / C507INSTALL LIGHT DUTY ASPHALT PAVEMENTSEE DETAIL 1 / C507INSTALL SURMOUNTABLE CONCRETE CURB &GUTTER PER OTSEGO STD. PLATE 704 - SEESHEET C506INSTALL STOOP - SEE STRUCTURALINSTALL CONCRETE PAD - SEE DETAIL 3 / C507INSTALL RIBBON CURB - SEE DETAIL 4 / C507123456712.00'24.00'32.00'OD1OD2CBPTBSSTSTB22555551111447 5 .0 0 'SETBACK10.00'4.00'32.00'40.00'24.17'4.00'6.00'34.00'13.00'13.00'11.00'336620.00' 1 3 . 6 7 '618.00'10.00'18.00'74.00'6I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. SIGNATURE: ____________________________________ TYPED NAME: JOSEPH J. JUREWICZ, P.E. DATE: 03/28/22 REG. NO. 50396 Page 49CONFORMED6"Bituminous paving 6' wide, bituminousRemove two stoops,bituminousBituminous paving ●●●●●●●●●\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\●●12345689123456\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \\\\\7R25.00' W WWWW✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕UGEU G E U G E UGEUGEUGEUGEUGEUGEUGEUGEUGEU G E U G E U G E GGGGGGGGGGGG GG S S S S S SSS SSSSSSSSSSSSSSSSSSSSWWW W W SSSSFile: C:\Users\CDunn\ACCDocs\AE2S\05409-2017-004 Otsego West WWTF Phase 1 Improvements\Project Files\01-Civil\Plan Sheets\CS-Site_Layout.dwgLast Saved: By: Carl Dunn Date: Monday, April 11, 2022 8:47:41 AMPlotted: By: Carl Dunn Date: Tuesday, April 12, 2022 Layout: CS-Admin PROJECT NUMBERCHECKED / APPROVEDDATEDRAWING TYPEPREPARED BYDRAWING/FACILITYSYM DATE DESCRIPTION APPRAdvanced Engineering and Environmental Services, LLC l Water Tower Pl Business Ctr 6901 E Fish Lake Rd Ste 184 Maple Grove, MN 55369 l (t) 763-463-5036 l www.ae2s.com1 4-12-22 ADDENDUM #1 JJ OTSEGO WEST WWTF IMPROVEMENTS PHASE 1 CITY OF OTSEGO OTSEGO, MN ADMIN BUILDING ENLARGED SITE PLAN CONST.CSDJJJBMAR 202205409-2017-004SWC105HTRON0Scale in Feet20FUTURE ACCESS ROAD(BY OTHERS)ADMIN BUILDINGFF = 948.00GARAGETWASCONSTRUCTION NOTESINSTALL SIDEWALK - SEE DETAIL 3 / C507INSTALL HEAVY DUTY ASPHALT PAVEMENTSEE DETAIL 2 / C507NEW RETENTION PONDPARKING STALL DIMENSION 10' X 20' TYPICAL.INSTALL NEW FENCE - SEE DETAIL 1 / C508INSTALL NEW GATE - SEE DETAIL 3 / C508INSTALL ACCESSIBLE PEDESTRIAN RAMP -SEE DETAIL 9 / C507PARKING ACCESS AISLE - SEE DETAIL 9 / C507INSTALL SURMOUNTABLE CURB & STANDARDGUTTER PER OTSEGO STD. PLATE 704 - SEESHEET C506INSTALL SURMOUNTABLE CURB & REVERSESLOPE GUTTER PER OTSEGO STD. PLATE 704 -SEE SHEET C506INSTALL RIBBON CURB - SEE SHEET 4 / C507INSTALL AGGREGATE SURFACE (CLASS 5)REMOVE ASPHALT, INSTALL BITUMINOUSSURFACE ONLY12345678910111213SBFC1FC2CB25. 0 0 '20.00'25.00'10.00'20.00'10.00'20.00'12.00'8.00'222120.00'12.00'99994456575.00'SETBACK338.00'6.00'4" SOLID LINE YELLOW PAINT (TYP.)88713.00' x 20.00' CONCRETE PADCA111010POND 3POND 210.00'12131GENERAL NOTES1.SEE INSET GRADING DETAIL ON SHEETS ASREFERENCED.111SHEET RE-ISSUED BYADDENDUM 111Page 50CONFORMED6" thick6" thick6" thickextend paving to end ofbuilding.20'-0" W WW UGE✕ ✕ ✕ ✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕✕UGEUGEU G E U G E U G E UGE UGEUGE U G E UGE UGEUGEUGEUGEUGEU G E UGEUGEUG E UGE UGEUGEUGEUGEU G EUGEUGE UGEG GGGGGGGG G G GGGGG G G GGGTTTTTTTTT SDSDSDSDSSSSSSSSSSSS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSS SSS SSS SSS WWW W W W W W W WW W WWWSSS S S S SS S S S S SS S S S S SS S S S S S S S S S S S S S SSS GENERAL NOTES1.PROTECT ALL EXISTING TREES ON SITE NOTSHOWN FOR REMOVAL (TYPICAL). DO NOTEXCAVATE OR FILL IN THE DRIPLINE OF EXISTINGTREES TO REMAIN.2.CONTRACTOR SHALL SAWCUT ALL EDGES OFBITUMINOUS REMOVAL. ALL SAWCUTTING SHALLBE FULL DEPTH OF BITUMINOUS AND SHALL BECONSIDERED INCIDENTAL TO THE PROJECT.3.PIPE REMOVALS ARE NOT SHOWN FOR CLARITYON THIS PLAN. SEE SITE PIPING PLAN ANDPROFILE DRAWINGS FOR SITE PIPING REMOVALS.HTRONScale in Feet050DEMOLITION NOTESREMOVE EXISTING BITUMINOUS PAVEMENTREMOVE EXISTING FENCEREMOVE EXISTING GRAVELEXISTING FENCE TO REMAIN IN PLACE.CONTRACTOR SHALL PROTECT EXISTING FENCEWHERE NOT SHOW FOR REMOVAL.MILL EXISTING BITUMINOUS PAVEMENTREMOVE CONCRETE SIDEWALK AS NEEDED.COORDINATE WITH ENGINEER IN FIELD.MODIFICATION PER SPEC SECTION 43 41 49 -SELECTIVE DEMOLITION FOR DIGESTORS 3-4.1234567312445FACILITY KEYLS3LIFT STATION NO. 3PTBPRE-TREATMENT BUILDINGFSBFINE SCREEN BUILDINGSBTSECONDARY BIOLOGICAL TREATMENTBBBLOWER BUILDINGMTBMEMBRANE TREATMENT BUILDINGSBSTORAGE BUILDINGEAEFFLUENT AERATIONODOXIDATION DITCHABANAEROBIC BASINFCFINAL CLARIFIERCBCONTROL BUILDINGSTBSLUDGE THICKENING BUILDINGADAEROBIC DIGESTERSSTSLUDGE STORAGE TANKADMADMINISTRATION BUILDINGTWASTHICKENED WAS LOADING BAY66SBFC1FC2STBAD3-4AD1-2SSTCBOD2OD1PTBLS31File: C:\Users\CDunn\ACCDocs\AE2S\05409-2017-004 Otsego West WWTF Phase 1 Improvements\Project Files\01-Civil\Plan Sheets\CD-Demolition_Plan.dwgLast Saved: By: Carl Dunn Date: Tuesday, April 12, 2022 7:46:14 AMPlotted: By: Carl Dunn Date: Tuesday, April 12, 2022 Layout: CS-DEMO PROJECT NUMBERCHECKED / APPROVEDDATEDRAWING TYPEPREPARED BYDRAWING/FACILITYSYM DATE DESCRIPTION APPRAdvanced Engineering and Environmental Services, LLC l Water Tower Pl Business Ctr 6901 E Fish Lake Rd Ste 184 Maple Grove, MN 55369 l (t) 763-463-5036 l www.ae2s.com1 4-12-22 ADDENDUM #1 JJ OTSEGO WEST WWTF IMPROVEMENTS PHASE 1 CITY OF OTSEGO OTSEGO, MN DEMOLITION PLANCONST.CSDJJJBMAR 202205409-2017-004SWC1011SHEET RE-ISSUED BYADDENDUM 1711Page 46CONFORMED40'-0"Do NOT demo this sidewalk.Demo splitter box to below grade, fill andcover with concrete as previously discussed. PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY /Layout: 22x34DRAWING FACILITYI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.SIGNATURE:___________________________________________________TYPED NAME: ZACHARY C. THOMPSONMARCH 28, 2022 REG. NO. #57835Advanced Engineering and Environmental Services, LLC Water Tower Pl Business Ctr 6901 E Fish Lake Rd Ste 184 Maple Grove, MN 55369 (t) 763-463-5036 (f) 763-463-5037 www.ae2s.com SWBIM 360://05409-2017-004 Otsego West WWTF Phase 1 Improvements/05409-2017-004-Otsego_West_GEN-SD-M_v20.rvt3/25/2022 8:38:55 AMMAR 2022 05409-2017-004 ZCT ZCT JLS CONSTRUCT MECHANICAL SITE PLANOTSEGO, MNCITY OF OTSEGOOTSEGO WEST WWTF PHASE 1 IMPROVEMENTSM101 0 40'80'20'12" = 1'-0"M101 1 MECHANICAL SITE PLAN SYMDATEDESCRIPTIONAPPRPage 93 CONFORMED Reroute admin gas this side of clarifiers July 26th, 2023 AE2S 6901 East Fish Lake Rd. Suite 184 Maple Grove, MN 55369-5457 ATTN: Scott Schaefer, PE Re: Otsego West WWTF Improvements Phase 1 RLCG Project No. 2215 Change Order Proposal #: 019 – Instrument Additions Scott, The City of Otsego has requested to add and modify a few instruments throughout the plant. Please see the attached breakout of costs for the four different options. • Option 1 – Adding level transmitters on Digesters and credit to reuse existing conduit. o $9,108.00 • Option 2 – Add flood sensor in main level of PTB. o $2,346.00 • Option 3 – Add flood sensor to lower-level MTB area. o $2,348.00 • Option 4 – Removal of Analytical Instruments in SBT o -$8,679.00 The total cost to proceed with all the above changes is $5,123.00. Please let me know if you have any questions. Sincerely, Rice Lake Construction Group Michael Benson Assistant Project Manager 2215 Otsego West WWTP 22360 County Road 12, PO Box 517 7/26/2023 Deerwood, MN 56444 019 HOURS $ RATE TOTAL RATE TOTAL Killmer Electric 1.00 LS -$ $0.00 -$ $0.00 8,545.74$ -$ $8,545.74 -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ Misc. Small Tools and Mat'l 5% of Labor 1.00 ea 5.00%-$ Sales Tax 1.00 ea -$ Totals -$ -$ -$ 8,545.74$ -$ 8,545.74$ Rice Lake Mark-up on Subs (5%)427.29$ Rice Lake Mark-up on Labor, Material, and Equipment (15%)-$ Bond Cost (1.5%)134.60$ Total Change Order Proposal Request 9,108.00$ RLCG PROJECT #: PROJECT NAME: DATE: COP: CHANGE ORDER PROPOSAL MATERIAL SUBCONTRACTOR TOTAL EQUIPMENT TOTAL LINE TOTALDESCRIPTIONQTYUNITLABOR Option 1 - Adding level transmitters on Digesters and credit to reuse existing conduit 2215 Otsego West WWTP 22360 County Road 12, PO Box 517 7/26/2023 Deerwood, MN 56444 019 HOURS $ RATE TOTAL RATE TOTAL Killmer Electric 1.00 LS -$ $0.00 -$ $0.00 2,201.50$ -$ $2,201.50 -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ Misc. Small Tools and Mat'l 5% of Labor 1.00 ea 5.00%-$ Sales Tax 1.00 ea -$ Totals -$ -$ -$ 2,201.50$ -$ 2,201.50$ Rice Lake Mark-up on Subs (5%)110.08$ Rice Lake Mark-up on Labor, Material, and Equipment (15%)-$ Bond Cost (1.5%)34.67$ Total Change Order Proposal Request 2,346.00$ MATERIAL SUBCONTRACTOR TOTAL EQUIPMENT TOTAL LINE TOTALDESCRIPTIONQTYUNITLABOR RLCG PROJECT #: PROJECT NAME: DATE: COP: CHANGE ORDER PROPOSAL Option 3 - Add flood sensor to PTB Main Level 2215 Otsego West WWTP 22360 County Road 12, PO Box 517 7/26/2023 Deerwood, MN 56444 019 HOURS $ RATE TOTAL RATE TOTAL Killmer Electric 1.00 LS -$ $0.00 -$ $0.00 2,203.45$ -$ $2,203.45 -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ Misc. Small Tools and Mat'l 5% of Labor 1.00 ea 5.00%-$ Sales Tax 1.00 ea -$ Totals -$ -$ -$ 2,203.45$ -$ 2,203.45$ Rice Lake Mark-up on Subs (5%)110.17$ Rice Lake Mark-up on Labor, Material, and Equipment (15%)-$ Bond Cost (1.5%)34.70$ Total Change Order Proposal Request 2,348.00$ RLCG PROJECT #: PROJECT NAME: DATE: COP: CHANGE ORDER PROPOSAL MATERIAL SUBCONTRACTOR TOTAL EQUIPMENT TOTAL LINE TOTALDESCRIPTIONQTYUNITLABOR Option 3 - Add flood sensor to lower-level MTB area An Equal Opportunity Employer July 24, 2023 Mr. Matt Perpich Rice Lake Construction Group Re: Otsego West WWTP Dear Matt, Killmer Electric Company proposes to the following change to our contract for the subject project: Change Request – Misc Instrument Additions Cost proposals below are per requests as noted: Level Transmitters on Digesters, Credit to reuse Existing Conduit QTY Mat unit Mat total Labor unit Total labor Level Transmitters 1 6677.9 $6,677.90 4 4 2/C #16 250 0.55 $137.50 0.012 3 3/4" Sch 80 -120 2.5 -$300.00 0.045 -5.4 SCP terms 1 38 $38.00 2 2 Totals $6,553.40 3.6 Tax $481.67 110 / hour $396.00 $7,035.07 $396.00 $7,431.07 15.00% $1,114.66 $8,545.74 PTB Building Add to Main Level QTY Mat unit Mat total Labor unit Total labor Flood Switches 1 610.31 $610.31 2 2 #14 THHN 150 0.16 $24.00 0.0055 0.825 Wall penetration 1 14 $14.00 2 2 3/4" Rigid 40 3.28 $131.20 0.065 2.6 SCP terms 1 38 $38.00 2 2 Totals $817.51 9.425 Tax $60.09 110 / hour $1,036.75 $877.60 $1,036.75 $1,914.35 15.00% $287.15 $2,201.50 MTB Add flood switch lower Level QTY Mat unit Mat total Labor unit Total labor Flood Switch 1 610.31 $610.31 2 2 #14 THHN 180 0.16 $28.80 0.0055 0.99 3/4" Rigid 60 3.28 $196.80 0.065 3.9 SCP terms 1 38 $38.00 2 2 Totals $873.91 8.89 Tax $64.23 110 / hour $977.90 $938.14 $977.90 $1,916.04 15.00% $287.41 $2,203.45 Total Cost Add: $12,950.69 Please call with any questions or comments. Regards, Matthew Pettit Project Manager An Equal Opportunity Employer July 24, 2023 Mr. Matt Perpich Rice Lake Construction Group Re: Otsego West WWTP Dear Matt, Killmer Electric Company proposes to the following change to our contract for the subject project: Change Request – Analytical Instruments Removal Cost Deduct proposal to remove the following instruments from the scope of supply • SBT-ANA3-AE1 • SBT-AER3-AE1 • SBT-AER3-AE2 • SBT-AER3-AE3 Total Cost Deduct: $8,679.83 Please call with any questions or comments. Regards, Matthew Pettit Project Manager OWNER: PROJECT: ENGINEER: CONTRACTOR: Type No.Description Qty Unit Unit Cost Total LABOR CO-R0020 Labor - Project Management 2 Hour 150.00$ 300.00$ LABOR CO-R0030 Labor - Engineering Hour 150.00$ -$ LABOR CO-R0060 Labor - AutoCAD Hour 95.00$ -$ LABOR CO-R0080 Labor - Field Serv StartUp Tech -1 Hour 125.00$ (125.00)$ LABOR CO-R0090 Labor - Electrical Labor Hour 95.00$ -$ LABOR CO-R0100 Labor - Media 1 Hour 60.00$ 60.00$ TOTAL LABOR 235.00$ MISC Mileage Mile 0.65$ -$ MISC Hotel and Per Diem (Based on 8 Hour Day)Day 220.00$ -$ MISC Shipping LS -$ -$ MISC Vehicle Rental LS -$ -$ TOTAL TRAVEL -$ LABOR CO-R1000 Labor - Subcontractor LS -$ -$ LABOR CO-R1000 Material - Subcontractor LS -$ -$ MARKUP 10%Subcontractor 10% Markup -$ TOTAL SUBCONTRACTOR -$ ITEM SBT-ANA3-AE1 ORP Probe -1 Each 377.77$ (377.77)$ ITEM SBT-AER3-AE1 DO Probe -1 Each 1,544.96$ (1,544.96)$ ITEM SBT-AER3-AE2 Ammonia Probe -1 Each 4,957.41$ (4,957.41)$ ITEM SBT-AER3-AE3 DO Probe -1 Each 1,544.96$ (1,544.96)$ ITEM SALES OR USE TAX Sales Tax to be Listed on this Line Use tax in Pricing Above -0.0735 6,663.00$ (489.73)$ (8,914.83)$ MARKUP 15%Material 15% Markup TOTAL MATERIAL (8,914.83)$ 235.00$ -$ -$ (8,914.83)$ (8,679.83)$ Estimated Change in Contract Price: Increase (8,679.83)$ Increase Days Decrease Decrease Days Integrated Process Solutions, Inc. is pleased to provide the following change order for Removing the AE Probes from project Scope. Estimate Change in Contract Times: TBD Labor from Above Total Subcontractor from Above Material from Above Material Subtotal Travel from Above Otsego West WWTF Improvements Phase 1 Kilmer Electric Nero Engineering and AE2S City of Otsego Change Order IPS Job #J002183 CO #2 5/10/2023 OWNER: PROJECT: ENGINEER: CONTRACTOR: Type No. Description Qty Unit Unit Cost Total LABOR CO‐R0020 Labor ‐ Project Management 1.5 Hour 150.00$ 225.00$ LABOR CO‐R0100 Labor ‐ Media 1 Hour 60.00$ 60.00$ LABOR CO‐R0940 Labor ‐ Materials Procurement 0.5 Hour 85.00$ 42.50$ LABOR CO‐R0940 Labor ‐ Material Packaging & Handling for Shipping 1 Hour 85.00$ 85.00$ LABOR CO‐R0060 Labor CAD 1 Hour 105.00$ 105.00$ TOTAL LABOR 517.50$ MISC Mileage Mile 0.65$ ‐$ MISC Hotel and Per Diem (Based on 8 Hour Day) Day 220.00$ ‐$ MISC Shipping LS ‐$ ‐$ MISC Vehicle Rental LS ‐$ ‐$ TOTAL TRAVEL ‐$ LABOR CO‐R1000 Labor ‐ Subcontractor LS ‐$ ‐$ LABOR CO‐R1000 Material ‐ Subcontractor LS ‐$ ‐$ MARKUP 10% Subcontractor 10% Markup ‐$ TOTAL SUBCONTRACTOR ‐$ ITEM FMR50‐AAACCDBMRGF+NFZ1 Non‐contacting radar level sensor 2 Each 2,653.00$ 5,306.00$ ITEM Each ‐$ ITEM Each ‐$ ITEM Each ‐$ ITEM SALES OR USE TAX Sales Tax to be Listed on this Line Use tax in Pricing Above 0.0735 5,306.00$ 389.99$ 5,695.99$ MARKUP 15% Material 15% Markup 854.40$ TOTAL MATERIAL 6,550.39$ 517.50$ ‐$ ‐$ 6,550.39$ 7,067.89$ Estimated Change in Contract Price: Increase 7,067.89$ Increase Days Decrease Decrease Days City of Otsego Change Order IPS Job #J002183 CO #5 6/19/2023 Otsego West WWTF Improvements Phase 1 Kilmer Electric Nero Engineering and AE2S Integrated Process Solutions, Inc. is pleased to provide the following change order for: Providing 2 additional radar level sensors for AD1‐LIT1 & AD2‐LIT1 in the digester area. Estimate Change in Contract Times: TBD Labor from Above Total Subcontractor from Above Material from Above Material Subtotal Travel from Above OWNER: PROJECT: ENGINEER: CONTRACTOR: Type No. Description Qty Unit Unit Cost Total LABOR CO‐R0020 Labor ‐ Project Management 1 Hour 150.00$ 150.00$ LABOR CO‐R0100 Labor ‐ Media 0.5 Hour 60.00$ 30.00$ LABOR CO‐R0940 Labor ‐ Materials Procurement 0.5 Hour 85.00$ 42.50$ LABOR CO‐R0940 Labor ‐ Material Packaging & Handling for Shipping 1 Hour 85.00$ 85.00$ LABOR CO‐R0060 Labor CAD 1 Hour 105.00$ 105.00$ TOTAL LABOR 412.50$ MISC Mileage Mile 0.65$ ‐$ MISC Hotel and Per Diem (Based on 8 Hour Day) Day 220.00$ ‐$ MISC Shipping LS ‐$ ‐$ MISC Vehicle Rental LS ‐$ ‐$ TOTAL TRAVEL ‐$ LABOR CO‐R1000 Labor ‐ Subcontractor LS ‐$ ‐$ LABOR CO‐R1000 Material ‐ Subcontractor LS ‐$ ‐$ MARKUP 10% Subcontractor 10% Markup ‐$ TOTAL SUBCONTRACTOR ‐$ ITEM LS‐270 43760 Flood Switch 316SS SPST 20VA NC 2 Each 252.20$ 504.40$ ITEM Each ‐$ ITEM Each ‐$ ITEM Each ‐$ ITEM SALES OR USE TAX Sales Tax to be Listed on this Line Use tax in Pricing Above 0.0735 504.40$ 37.07$ 541.47$ MARKUP 15% Material 15% Markup 81.22$ TOTAL MATERIAL 622.69$ 412.50$ ‐$ ‐$ 622.69$ 1,035.19$ Estimated Change in Contract Price: Increase 1,035.19$ Increase Days Decrease Decrease Days Integrated Process Solutions, Inc. is pleased to provide the following change order for: Replace flood sensor in basement and add a flood sensor for the main level. Estimate Change in Contract Times: TBD Labor from Above Total Subcontractor from Above Material from Above Material Subtotal Travel from Above Otsego West WWTF Improvements Phase 1 Kilmer Electric Nero Engineering and AE2S City of Otsego Change Order IPS Job #J002183 CO #6 6/19/2023 OWNER: PROJECT: ENGINEER: CONTRACTOR: Type No. Description Qty Unit Unit Cost Total LABOR CO‐R0020 Labor ‐ Project Management 1 Hour 150.00$ 150.00$ LABOR CO‐R0100 Labor ‐ Media 0.5 Hour 60.00$ 30.00$ LABOR CO‐R0940 Labor ‐ Materials Procurement 0.5 Hour 85.00$ 42.50$ LABOR CO‐R0940 Labor ‐ Material Packaging & Handling for Shipping 0.5 Hour 85.00$ 42.50$ LABOR CO‐R0060 Labor CAD 0.5 Hour 105.00$ 52.50$ TOTAL LABOR 317.50$ MISC Mileage Mile 0.65$ ‐$ MISC Hotel and Per Diem (Based on 8 Hour Day) Day 220.00$ ‐$ MISC Shipping LS ‐$ ‐$ MISC Vehicle Rental LS ‐$ ‐$ TOTAL TRAVEL ‐$ LABOR CO‐R1000 Labor ‐ Subcontractor LS ‐$ ‐$ LABOR CO‐R1000 Material ‐ Subcontractor LS ‐$ ‐$ MARKUP 10% Subcontractor 10% Markup ‐$ TOTAL SUBCONTRACTOR ‐$ ITEM LS‐270 43760 Flood Switch 316SS SPST 20VA NC 1 Each 252.20$ 252.20$ ITEM Each ‐$ ITEM Each ‐$ ITEM Each ‐$ ITEM SALES OR USE TAX Sales Tax to be Listed on this Line Use tax in Pricing Above 0.0735 252.20$ 18.54$ 270.74$ MARKUP 15% Material 15% Markup 40.61$ TOTAL MATERIAL 311.35$ 317.50$ ‐$ ‐$ 311.35$ 628.85$ Estimated Change in Contract Price: Increase 628.85$ Increase Days Decrease Decrease Days City of Otsego Change Order IPS Job #J002183 CO #7 6/19/2023 Otsego West WWTF Improvements Phase 1 Kilmer Electric Nero Engineering and AE2S Integrated Process Solutions, Inc. is pleased to provide the following change order for: Add flood sensor from note #21. Estimate Change in Contract Times: TBD Labor from Above Total Subcontractor from Above Material from Above Material Subtotal Travel from Above August 9, 2023 AE2S 6901 East Fish Lake Rd. Suite 184 Maple Grove, MN 55369-5457 ATTN: Scott Schaefer, PE Re: Otsego West WWTF Improvements Phase 1 RLCG Project No. 2215 Change Order Proposal #: 020 – SBT Air Piping Changes Scott, Changes were requested to be made to the air piping at the SBT tank. Changes include: - Modifying the steel supports and adding additional supports due to expansion joint placement, and ductbank/air piping conflict. - Adding swing gates to allow for access into the basins (9 total) - Adding fixed pipe supports, sliding pipe supports and couplings to allow for thermal expansion of the pipe. o Fixed supports to be a U-bolt o Sliding supports to be Slidex 1, 2 and 3 supports o Couplings to be Smith-Blair 411’s - Eliminating the duplicate butterfly valve on all of the air drops (9 total) The total cost to make the changes above is $59,052.00. Attached is a breakout of the costs. Please let me know if you have any questions. Sincerely, Rice Lake Construction Group Matt Perpich Project Manager 2215 Otsego West WWTP 22360 County Road 12, PO Box 517 8/9/2023 Deerwood, MN 56444 020 HOURS $ RATE TOTAL RATE TOTAL Additional Electrical Tray & Pipe Supports 1.00 LS 72.00 99.00$ $7,128.00 27,324.00$ $27,324.00 -$ -$ 34,452.00$ Additional Access Gates 1.00 LS 9.00 99.00$ $891.00 8,100.00$ $8,100.00 -$ -$ 8,991.00$ Blower Piping Supports/Couplings 1.00 LS -$ $0.00 24,151.56$ $24,151.56 -$ -$ 24,151.56$ Eliminating Duplicate BFV on Drops 1.00 LS -18.00 99.00$ ($1,782.00)(18,150.00)$ ($18,150.00)-$ -$ (19,932.00)$ 99.00$ $0.00 $0.00 -$ -$ -$ -$ $0.00 $0.00 -$ -$ -$ -$ $0.00 $0.00 -$ -$ -$ -$ $0.00 $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ Misc. Small Tools and Mat'l 5% of Labor 1.00 ea 5.00%311.85$ Sales Tax 1.00 ea 7.375%3,055.14$ Totals 63.00$ 6,237.00$ 41,425.56$ -$ -$ 51,029.55$ Rice Lake Mark-up on Subs (5%)-$ Rice Lake Mark-up on Labor, Material, and Equipment (15%)7,149.38$ Bond Cost (1.5%)872.68$ Total Change Order Proposal Request 59,052$ RLCG PROJECT #: PROJECT NAME: DATE: COP: CHANGE ORDER PROPOSAL MATERIAL SUBCONTRACTOR TOTAL EQUIPMENT TOTAL LINE TOTALDESCRIPTIONQTYUNITLABOR #1693 From:Gary Dewing Date:7/12/2023 Project: Otsego West WWTF Improvements Erection: Erection IS NOT included in base bid. Location:Otsego, MN To:Rice Lake (Michael Benson , Matt Perpich) Inclusions:See Below 055000 - Metal Fabrications Secondary Biological Treatment (SBT) P407 Redesign (25) Air Pipe Supports for Cable Tray Support (added m aterial) Includes: Additional Materials Updated Shop Drawings P407 Added (6) Pipe Supports, original had 34, updated qty is 40 Exclusions:Price (ADD): $27,324 (tax included) Best Regards, Gary Dewing Change Order Proposal METRO MANUFACTURING INC. & METRO ERECTORS INC. (WBE) 465 Kenny Road Saint Paul, MN 55130 PH: 651-776-5455 Fax: 651-776-2095 #1693 From:Gary Dewing Date:7/31/2023 Project: Otsego West WWTF Improvements Erection: Erection IS NOT included in base bid. Location:Otsego, MN To:Rice Lake (Michael Benson , Matt Perpich) Inclusions:See Below 055000 - Metal Fabrications Secondary Biological Treatment (SBT) P102 Provide (9) Self-Closing Gates @ Catwalks without Aeration Equipment Exclusions:Price (ADD): $8,100 (tax included) Best Regards, Gary Dewing Change Order Proposal METRO MANUFACTURING INC. & METRO ERECTORS INC. (WBE) 465 Kenny Road Saint Paul, MN 55130 PH: 651-776-5455 Fax: 651-776-2095 QUOTATIONStayflow REMIT TO ADDRESS: 16847 Collections Center Drive Chicago IL 60693 SHIP TO ADDRESS: 2315 W. Hubbard Street Chicago IL 60612 103495 EMAIL: sales@stayflowproducts.com -www.stayflowproducts.com Phone: (312) 428-4750 - Fax: (312) 421-6327 IN ALL COMMUNICATIONS, INDICATE ABOVE NUMBER TG05/25/2023 Date of Quotation: Fabricated items are not cancelable or returnable. Stocked items can be returned within one month of sale for a 35% restocking fee, if in resellable condition. Quote valid for 30 days. ProjectMETT PERPICH QUANTITY EP- PHONE: FAX: EMAIL: UNIT PRICE DESCRIPTION OF GOODS TOTAL PRICEITEM (218) 546-1915 matt_perpich@ricelake.org 346823RICE LAKE CONSTRUCTION DEERWOOD MN 56444 USA PLEASE REFERENCE THE ABOVE QUOTE NUMBER WHEN PLACING AN ORDER. 1 9 139.23 1,253.07SLDX1WS SLIDEX1 SLIDE GUIDE WELD DOWN SHORT 2 2 159.10 318.20SLDX2WS SLIDEX2 SLIDE GUIDE WELD DOWN SHORT 3 9 203.46 1,831.14SLDX3WS SLIDEX3 SLIDE GUIDE WELD DOWN SHORT Will AdviseSHIP VIA: FREIGHT TERMS:PREPAID & ADD 3,402.41TOTAL NET FREIGHT OUT 0.00 TOTAL TAXES 0.00 QUOTE TOTAL US Dollar 3,402.41 Lead Time By: Stayflow CREDIT CARD Terms of Sale:Shipping Point * 2 WEEKS ARO *Emily Pinson F.O.B. Point This quotation is subject to Stayflow Terms of Sale effective on the date the Offer is sent, which are incorporated in full by this reference. Stayflow Terms of Sale are available at http://www.stayflowproducts.com/terms.html and also will be sent by mail or facsimile to you, the purchaser upon request. Stayflow limits acceptance to Stayflow Terms of Sale, and objects to any additional or different terms in your purchase order or acceptance. Quote #: B36195501 CUSTOMER: RICE LAKE OTSEGO AIS-B PROJECT VENDOR: PLANT & FLANGED EQUIPMENT COMPANY Location: BLAINE, MN 55449-5227 Please refer to the cover page and the end of this document for Terms and Conditions. Page 2 of 5 Line Part/Customer Reference Qty Unit Price 0 PRICING VOLATILITY WARNING DUE TO EXTREME MARKET VOLATILITY - PRICING AND MATERIAL AVAILABLITY IS SUBJECT TO CHANGE. VERIFY PRICING PRIOR TO ORDERING PAST QUOTE EXPIRATION DATE. AVAILABILITY OF NON-STOCKING ITEMS SUBJECT TO AVAILABILITY AT TIME OF ORDER. 1 X411 STEEL COUPLING, 8.63" OD, 1/4" X 7" SLV, HIGH TEMP COATING, EPDM GASKETS, DOMESTIC 304SS BOLTS/NUTS, A.I.S. COMPLIANT, F/BLOWER AIR @300°F 1 $695.00 2 X411 STEEL COUPLING, 12.75" OD, 1/4" X 7" SLV, HIGH TEMP COATING, EPDM GASKETS, DOMESTIC 304SS BOLTS/NUTS, A.I.S. COMPLIANT, F/BLOWER AIR @300°F 1 $976.00 3 X411 STEEL COUPLING, 18.00" OD, 1/4" X 7" SLV, HIGH TEMP COATING, EPDM GASKETS, DOMESTIC 304SS BOLTS/NUTS, A.I.S. COMPLIANT, F/BLOWER AIR @300°F 1 $996.00 4 X411 STEEL COUPLING, 24.00" OD, 1/4" X 7" SLV, HIGH TEMP COATING, EPDM GASKETS, DOMESTIC 304SS BOLTS/NUTS, A.I.S. COMPLIANT, F/BLOWER AIR @300°F 1 $1192.00 5 X913 STEEL FLANGE CPLG ADAPTER, 8.63" OD, DOMESTIC 8" AWWA-D FLG, HIGH TEMP COATING, EPDM GASKET, DOMESTIC 304SS BOLTS/NUTS, A.I.S. COMPLIANT, F/BLOWER AIR @ 300°F 1 $1040.00 6 X913 STEEL FLANGE CPLG ADAPTER, 12.75" OD, DOMESTIC 12" AWWA-D FLG, HIGH TEMP COATING, EPDM GASKET, DOMESTIC 304SS BOLTS/NUTS, A.I.S. COMPLIANT, F/BLOWER AIR @ 300°F 1 $1477.00 7 X913 STEEL FLANGE CPLG ADAPTER, 18.00" OD, DOMESTIC 18" AWWA-D FLG, HIGH TEMP COATING, EPDM GASKET, DOMESTIC 304SS BOLTS/NUTS, A.I.S. COMPLIANT, F/BLOWER AIR @ 300°F 1 $2305.00 8 X913 STEEL FLANGE CPLG ADAPTER, 24.00" OD, DOMESTIC 24" AWWA-D FLG, HIGH TEMP COATING, EPDM GASKET, DOMESTIC 304SS BOLTS/NUTS, A.I.S. COMPLIANT, F/BLOWER AIR @ 300°F 1 $3380.00 FOB FACTORY, PLUS FREIGHT, PLUS TAX Sold To:Ship To:Shipping Branch: CP Order No.Customer PO No.Related Order Print Date Time Payment Terms Tax Status Order Date Requested Ship Date Originator Ordered By MTR Status Carrier QUOTE ACKNOWLEDGEMENT 188751 306170 2000 Rice Lake Construction Group PO BOX 517 Deerwood, MN 56444 Rice Lake Construction Group Rice Lake Construction Group Otsego - 2215 7551 Lancaster Avenue NE Otsego, MN 55301 Columbia Pipe 920 Apollo Rd Suite 100 Eagan, MN 55121 Phone (651) 454-3880 Fax (651) 454-5896 1324828 SQ U BOLTS 6/13/2023 09:27:31 1.0% 10TH PROX N/25TH (AR)S 06/13/23 06/13/23 Jerod Engblom MATT BLANK - No MTR Required Line#QTY ORD Part No. Ours Yours Description Promise Date Unit Price Ext AmtBOUMQTY SHIP 1.000 2 065-020 2" IPS U BOLT 304SS 06/13/23 24.7612.37802 AIS COMPLIANT EA 2.000 2 065-020 2-1/2" IPS U BOLT 304SS 06/13/23 50.4425.21952 AIS COMPLIANT EA 3.000 5 065-020 3" IPS U BOLT 304SS 06/13/23 149.8229.96345 AIS COMPLIANT EA 4.000 2 065-020 4" IPS U BOLTS 304SS 06/13/23 102.5151.25612 AIS COMPLIANT EA 5.000 2 065-020 8" IPS U BOLT 304SS 06/13/23 169.7184.85372 AIS COMPLIANT EA 6.000 6 065-020 12" IPS U BOLT 304SS 06/13/23 1,835.93305.98786 AIS COMPLIANT EA 7.000 3 065-020 18" IPS U BOLT 304SS 06/13/23 1,141.46380.48783 AIS COMPLIANT EA 8.000 2 065-020 24" IPS U BOLT 304SS 06/13/23 817.07408.53662 AIS COMPLIANT EA 9.000 8 065-018 MTR PAPERWORK CHARGE 06/13/23 222.2227.77788EA Page 1 of 2 Sold To:Ship To:Shipping Branch: CP Order No.Customer PO No.Related Order Print Date Time Payment Terms Tax Status Order Date Requested Ship Date Originator Ordered By MTR Status Carrier QUOTE ACKNOWLEDGEMENT 188751 306170 2000 Rice Lake Construction Group PO BOX 517 Deerwood, MN 56444 Rice Lake Construction Group Rice Lake Construction Group Otsego - 2215 7551 Lancaster Avenue NE Otsego, MN 55301 Columbia Pipe 920 Apollo Rd Suite 100 Eagan, MN 55121 Phone (651) 454-3880 Fax (651) 454-5896 1324828 SQ U BOLTS 6/13/2023 09:27:31 1.0% 10TH PROX N/25TH (AR)S 06/13/23 06/13/23 Jerod Engblom MATT BLANK - No MTR Required Line#QTY ORD Part No. Ours Yours Description Promise Date Unit Price Ext AmtBOUMQTY SHIP Subtotal 4,513.92 Tax Total 4,513.92 Any material requested for return may be subject to a restocking fee. No warranties other than those offered by the manufacturers are included. Due to the current market conditions, price and availability are subject to the terms and conditions of the manufacturer(s) at the time of shipment. Please visit our Website at www.columbiapipe.com for our Terms and Conditions. Thank You Market Condition Alert: Due to volatile market conditions: All Quotes for carbon steel, stainless steel, copper tube and fittings, plastic pipe and fittings, are valid for acceptance within 24 hours from the original quote date unless otherwise stated on the quote. All new sales orders must be accepted for immediate shipment and are subject to the price in effect at the time of shipment unless stated otherwise. All material is subject to prior sale. Comments or Special Instructions: MATT Page 2 of 2 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY /Layout: 22x34DRAWING FACILITYI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.SIGNATURE:_________________________________________________TYPED NAME: SCOTT HENRY SCHAEFERMARCH 28, 2022 REG. NO. #48660Advanced Engineering and Environmental Services, LLC Water Tower Pl Business Ctr 6901 E Fish Lake Rd Ste 184 Maple Grove, MN 55369 (t) 763-463-5036 (f) 763-463-5037 www.ae2s.comBIM 360://05409-2017-004 Otsego West WWTF Phase 1 Improvements/05409-2017-004-Otsego_West_SBT-P_v20.rvt3/27/2022 10:12:52 AMMAR 2022 05409-2017-004 SJ SHS PWH CONST.3D VIEWOTSEGO, MNCITY OF OTSEGOOTSEGO WEST WWTF IMPROVEMENTS PHASE 1SBT P001 1. ALL TAGS ON THIS SHEET TO BE PROCEEDED BY "SBT-" UNLESS OTHERWISE DENOTED WITH AN ASTRISK (*). GENERAL NOTES IMPROVEMENTS 1 30" DI FL X TC X PE WALL PIPE, SEE DETAIL 6/SD/P501 2 30" BLIND FLANGE 3 24" X 18" BW SS SCH 10 CONCENTRIC REDUCER 4 24" X 12" BW SS SCH 10 CONCENTRIC REDUCER 5 24" MJ X PE DI WALL PIPE, SEE DETAIL 8/SD/P501 6 24" MJ DI 90° BEND 7 24" FL X PE DI WALL PIPE, SEE DETAIL 6/SD/P501 8 24" FL X MJ DI WALL PIPE, SEE DETAIL 7/SD/501 9 24" FL X FL DI WALL PIPE, SEE DETAIL 5/SD/P501 10 24" DI BLIND FLANGE 11 24" BW SS SCH 10 TEE 12 18" X 12" BW SS SCH 10 CONCENTRIC REDUCER 13 18" BW SS SCH 10 TEE 14 18" BW SS SCH 10 CAP 15 16" SS BW SCH 10 WALL PENETRATION, SEE DETAIL 3/SD/P501 16 12" X 8" BW SS SCH 10 CONCENTRIC REDUCER 17 12" X 6" BW SS SCH 10 CONCENTRIC REDUCER 18 12" X 4" BW SS SCH 10 CONCENTRIC REDUCER 19 12" BW SS SCH 10 CROSS 20 12" BW SS SCH 10 CAP 21 10" FL DI TEE 22 10" FL DI 90° BEND 23 10" DI WALL PIPE (FL X PE), SEE DETAIL 6/SD/P501 24 10" DI BLIND FLANGE 25 9" DISC AIR DIFFUSER, SEE MANUFACTURERS DOCUMENTATION FOR INSTALLATION REQUIREMENTS 26 8" X 6" BW SS SCH 10 CONCENTRIC REDUCER 27 8" X 3" BW SS SCH 10 REDUCING TEE 28 8" MJ DI TEE 29 8" MJ DI CROSS 30 8" MJ DI 90° BEND 31 8" FL X MJ DI WALL PIPE, SEE DETAIL 7/SD/501 32 8" DIA DOUBLE SS FORMING PLATE, SEE MANUFACTURERS DOCUMENTATION FOR INSTALLATION REQUIREMENTS 33 8" BW SS SCH 10 TEE 34 8" BW SS SCH 10 CAP 35 8" BW SS SCH 10 90° BEND 36 8" BW SS SCH 10 45° BEND 37 6" X 3" BW SS SCH 10 REDUCING TEE 38 6" BW SS SCH 10 90° BEND 39 6" BW SS SCH 10 45° BEND 40 4" FL X MJ DI WALL SLEEVE, SEE DETAIL 7/SD/P501 41 4" FL X FL DI WALL SLEEVE, SEE DETAIL 5/SD/P501 42 4" FL DI TEE 43 4" FL DI 90° BEND 44 4" BW SS SCH 10 TEE 45 4" BW SS SCH 10 CAP 46 4" BW SS SCH 10 90° BEND 47 3" X 3/4" SS REDUCER (BW X THD) 48 3" BW SS SCH 10 TEE 49 2" SS MIXING PIPING WALL PENETRATION, SEE DETAIL 3/SD/P501 50 2" SS MIXING PIPING FLOOR PENETRATION, SEE DETAIL 3/SD/P501 51 2" BW SS SCH 5 CAP 52 CAST IN PLACE VALVE FLOOR BOX, SEE DETAIL 11/SD/P501 53 COARSE AIR DIFFUSER, SEE MANUFACTURERS DOCUMENTATION FOR INSTALLATION REQUIREMENTS 54 COMPRESSED GAS MIXING VALVE CONTROL MODUAL (6 VALVE) 55 COMPRESSED GAS MIXING VALVE CONTROL MODUAL (8 VALVE) 56 DAVIT CRANE, SEE DETAIL 5/SD/P505 57 HANGING PIPE SUPPORT, SEE DETAIL 5/SD/P504 58 MUD VALVE KEY EXTENSION 59 PIPE SUPPORT, SEE DETAIL 5/SD/P502, AND GENERAL NOTE 11 ON SHEET GEN/P001 60 PUMP GUIDE RAILS 61 VALVE KEY EXTENSION SBT PROCESS DRAWING LIST DWG DESCRIPTION P001 3D VIEW P101 OVERALL UNDER SLAB PIPING PLAN P102 OVERALL SLAB LEVEL PIPING PLAN P103 OVERALL MAIN LEVEL PIPING PLAN P104 OVERALL UPPER LEVEL PIPING PLAN P201 OVERALL PROCESS PIPING SECTIONS P202 OVERALL PROCESS PIPING SECTIONS P203 OVERALL PROCESS PIPING SECTIONS P301 PROCESS PIPING ENLARGED SECTIONS P302 PROCESS PIPING ENLARGED SECTIONS P303 PROCESS PIPING ENLARGED SECTIONS P304 PROCESS PIPING BASIN SECTIONS P305 PROCESS PIPING BASIN SECTIONS P306 PROCESS PIPING BASIN SECTIONS P307 PROCESS PIPING BASIN SECTIONS P308 PROCESS PIPING SECTIONS P309 PROCESS PIPING SECTIONS P310 AERATION PIPING SECTIONS P311 AERATION PIPING SECTIONS P401 ENLARGED LOWER LEVEL BASIN PIPING PLANS P402 ENLARGED LOWER LEVEL BASIN PIPING PLANS P403 DEOXIDATION BASIN PIPING PLAN P404 ENLARGED MAIN LEVEL BASIN PIPING PLANS P405 ENLARGED MAIN LEVEL BASIN PIPING PLAN P406 ENLARGED UPPER LEVEL BASIN PIPING PLANS P407 ENLARGED UPPER LEVEL BASIN PIPING PLANS P601 SCHEDULES P001 1 SECONDARY BIOLOGICAL TREATMENT SYMDATEDESCRIPTIONAPPRPage 233 1 P201 _______ 2 P201 _______ 1 P202 _______ 1 P306 _______ 2 P202 _______ 1 P307 _______2 P306 _______2 P305 _______ 2 P308 _______ 1 P203 _______ 2 P307 _______ E E D D C C B B A A 5 5 4 4 3 3 2 2 1 1 1 P308 _______ 4.5 4.5 AER-BFV2 AER-BFV1 PANX2-BFV1 PANX1-BFV1 AER1-BFV5 AER2-BFV5 AER2-BFV3 AER1-BFV3 AER1-BFV1 AER2-BFV1 19 17 38 17 17 17 19 38 38 35 16 19 16 35 35 16 19 16 35 16 33 38 2' - 0"5' - 3"1' - 11"15' - 10"1' - 9"21' - 2 1/2"13' - 2 1/2"7' - 11"6' - 1"10' - 4" 2 P303 _______ 2 P203 _______ 34 33 20 16 26 3535 26 19 2020 19 17 38 20 19 17 38 12 14 13 AER-BFV3 PANX3-BFV1 AER3-BFV5 AER3-BFV3 AER3-BFV1 AER3-FE3 AER3-FE2 AER3-FE1 6"2 4 18 18 46 46 56 34 3418" AIR12" AIR 12" AIR 12" AIR 8" AIR 8" AIR12" AIR12" AIR12" AIR 3" MIXING AIR 3" MIXING AIR3" MIXING AIR 3" MIXING AIR 3" MIXING AIRCGM-VCM4 AER3-WG1 AER3-AE1 (DO) AER3-AE2 (AMM) AER3-AE3 (DO) AER2-AE3 (DO) AER2-AE2 (AMM) AER2-AE1 (DO) AER1-WG1 AER2-WG1 AER1-AE1 (DO) AER1-AE2 (AMM) AER1-AE3 (DO) 2 MFC1-BFV1 SCC1-BFV1 A 2 B 2 2 A A B B 11 3 4 46 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY /Layout: 22x34DRAWING FACILITYI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.SIGNATURE:_________________________________________________TYPED NAME: SCOTT HENRY SCHAEFERMARCH 28, 2022 REG. NO. #48660Advanced Engineering and Environmental Services, LLC Water Tower Pl Business Ctr 6901 E Fish Lake Rd Ste 184 Maple Grove, MN 55369 (t) 763-463-5036 (f) 763-463-5037 www.ae2s.comBIM 360://05409-2017-004 Otsego West WWTF Phase 1 Improvements/05409-2017-004-Otsego_West_SBT-P_v20.rvt4/13/2023 8:07:12 AMMAR 2022 05409-2017-004 SJ SHS PWH CONST.ENLARGED UPPER LEVEL BASIN PIPING PLANSOTSEGO, MNCITY OF OTSEGOOTSEGO WEST WWTF IMPROVEMENTS PHASE 1SBT P407P407 1 ENLARGED UPPER LEVEL PIPING PLAN 0 2'4'6'8'10'12'14' 1. ALL TAGS ON THIS SHEET TO BE PROCEEDED BY "SBT-" UNLESS OTHERWISE DENOTED WITH AN ASTRISK (*). GENERAL NOTES IMPROVEMENTS 3 24" X 18" BW SS SCH 10 CONCENTRIC REDUCER 11 24" BW SS SCH 10 TEE 12 18" X 12" BW SS SCH 10 CONCENTRIC REDUCER 13 18" BW SS SCH 10 TEE 14 18" BW SS SCH 10 CAP 16 12" X 8" BW SS SCH 10 CONCENTRIC REDUCER 17 12" X 6" BW SS SCH 10 CONCENTRIC REDUCER 18 12" X 4" BW SS SCH 10 CONCENTRIC REDUCER 19 12" BW SS SCH 10 CROSS 20 12" BW SS SCH 10 CAP 26 8" X 6" BW SS SCH 10 CONCENTRIC REDUCER 33 8" BW SS SCH 10 TEE 34 8" BW SS SCH 10 CAP 35 8" BW SS SCH 10 90° BEND 38 6" BW SS SCH 10 90° BEND 46 4" BW SS SCH 10 90° BEND 56 DAVIT CRANE, SEE DETAIL 5/SD/P505 SYMDATEDESCRIPTIONAPPR304/11/2023FO #6CONSTRUCTION NOTES 2 STAINLESS STEEL MIXING AIR SUPPLY PIPING. 4 VALVE CONTROL MODULE (VCM), 2" SS HEADER PIPING FROM VCM TO NOZZLE GRIDS, AND NOZZLE GRIDS SUPPLIED BY MANUFACTURER. INSTALL IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS 3 1 P201 _______ 2 P201 _______ 1 P202 _______ 1 P306 _______ 2 P202 _______ 1 P307 _______2 P306 _______INFLUENT SPLITTER BOXANAEROBIC BASIN NO.1ANOXIC BASIN NO.1AERATION BASIN NO.1POST ANOXIC BASIN NO.1 ANAEROBIC BASIN NO.2ANOXIC BASIN NO.2AERATION BASIN NO.2POST ANOXIC BASIN NO.2 ANAEROBIC BASIN NO.3ANOXIC BASIN NO.3AERATION BASIN NO.3POST ANOXIC BASIN NO.3 2 P305 _______ 1 P305 _______ 2 P308 _______ 1 P203 _______ 2 P304 _______ 2 P309 _______ 1 P309 _______ 3' - 0" 2' - 0" 3' - 0" 2 P307 _______ 1 P304 _______ E E D D C C B B A A 8.5 8.5 8 8 7 7 6 6 5 5 4 4 3 3 2 2 1 1 P407 1 P406 1 1 P308 _______ SCUM PIT VALVE VAULT SCUM CHANNELMTB FEED CHANNEL 8" AIR12" AIR12" AIR24" AIR 7.5 7.5 6.5 6.5 5.6 5.6 5.2 5.2 4.5 4.5 1 P303 _______ 2 P303 _______ 2 P302 _______ 2 P203 _______ *CGM-COMPR1 *CGM-COMPR2 *CGM-CAT1 2 4 4 4 4 2 2 2 2 2 *CGM-MCP1 3" MIXING AIR 3" MIXING AIR18" AIR3" MIXING AIR 2 1/2" MIXING AIR 2" MIXING AIR 12" AIR 8" AIR PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY /Layout: 22x34DRAWING FACILITYI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.SIGNATURE:_________________________________________________TYPED NAME: SCOTT HENRY SCHAEFERMARCH 28, 2022 REG. NO. #48660Advanced Engineering and Environmental Services, LLC Water Tower Pl Business Ctr 6901 E Fish Lake Rd Ste 184 Maple Grove, MN 55369 (t) 763-463-5036 (f) 763-463-5037 www.ae2s.comBIM 360://05409-2017-004 Otsego West WWTF Phase 1 Improvements/05409-2017-004-Otsego_West_SBT-P_v20.rvt3/27/2022 10:13:15 AMMAR 2022 05409-2017-004 SJ SHS PWH CONST.OVERALL UPPER LEVEL PIPING PLANOTSEGO, MNCITY OF OTSEGOOTSEGO WEST WWTF IMPROVEMENTS PHASE 1SBT P104 P104 1 OVERALL UPPER LEVEL PIPING PLAN 0 4'8'12'16'20' 1. ALL TAGS ON THIS SHEET TO BE PROCEEDED BY "SBT-" UNLESS OTHERWISE DENOTED WITH AN ASTRISK (*). GENERAL NOTES SEE BB DRAWINGS FOR CONTINUATIONSYMDATEDESCRIPTIONAPPRCONSTRUCTION NOTES 2 STAINLESS STEEL MIXING AIR SUPPLY PIPING. 4 VALVE CONTROL MODULE (VCM), 2" SS HEADER PIPING FROM VCM TO NOZZLE GRIDS, AND NOZZLE GRIDS SUPPLIED BY MANUFACTURER. INSTALL IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS Page 237 1 P201 _______ 2 P201 _______ 1 P202 _______ 1 P306 _______ 2 P202 _______ 1 P307 _______2 P306 _______INFLUENT SPLITTER BOXANAEROBIC BASIN NO.1ANOXIC BASIN NO.1AERATION BASIN NO.1POST ANOXIC BASIN NO.1 ANAEROBIC BASIN NO.2ANOXIC BASIN NO.2AERATION BASIN NO.2POST ANOXIC BASIN NO.2 ANAEROBIC BASIN NO.3ANOXIC BASIN NO.3AERATION BASIN NO.3POST ANOXIC BASIN NO.3 2 P305 _______ 1 P305 _______ 2 P308 _______ 1 P203 _______ 2 P304 _______ 2 P309 _______ 1 P309 _______ 3' - 0" 2' - 0" 3' - 0" 2 P307 _______ 1 P304 _______ E E D D C C B B A A 8.5 8.5 8 8 7 7 6 6 5 5 4 4 3 3 2 2 1 1 P407 1 P406 1 1 P308 _______ SCUM PIT VALVE VAULT SCUM CHANNELMTB FEED CHANNEL 8" AIR12" AIR12" AIR24" AIR 7.5 7.5 6.5 6.5 5.6 5.6 5.2 5.2 4.5 4.5 1 P303 _______ 2 P303 _______ 2 P302 _______ 2 P203 _______ *CGM-COMPR1 *CGM-COMPR2 *CGM-CAT1 2 4 4 4 4 2 2 2 2 2 *CGM-MCP1 3" MIXING AIR 3" MIXING AIR18" AIR3" MIXING AIR 2 1/2" MIXING AIR 2" MIXING AIR 12" AIR 8" AIR PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY /Layout: 22x34DRAWING FACILITYI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.SIGNATURE:_________________________________________________TYPED NAME: SCOTT HENRY SCHAEFERMARCH 28, 2022 REG. NO. #48660Advanced Engineering and Environmental Services, LLC Water Tower Pl Business Ctr 6901 E Fish Lake Rd Ste 184 Maple Grove, MN 55369 (t) 763-463-5036 (f) 763-463-5037 www.ae2s.comBIM 360://05409-2017-004 Otsego West WWTF Phase 1 Improvements/05409-2017-004-Otsego_West_SBT-P_v20.rvt3/27/2022 10:13:15 AMMAR 2022 05409-2017-004 SJ SHS PWH CONST.OVERALL UPPER LEVEL PIPING PLANOTSEGO, MNCITY OF OTSEGOOTSEGO WEST WWTF IMPROVEMENTS PHASE 1SBT P104 P104 1 OVERALL UPPER LEVEL PIPING PLAN 0 4'8'12'16'20' 1. ALL TAGS ON THIS SHEET TO BE PROCEEDED BY "SBT-" UNLESS OTHERWISE DENOTED WITH AN ASTRISK (*). GENERAL NOTES SEE BB DRAWINGS FOR CONTINUATIONSYMDATEDESCRIPTIONAPPRCONSTRUCTION NOTES 2 STAINLESS STEEL MIXING AIR SUPPLY PIPING. 4 VALVE CONTROL MODULE (VCM), 2" SS HEADER PIPING FROM VCM TO NOZZLE GRIDS, AND NOZZLE GRIDS SUPPLIED BY MANUFACTURER. INSTALL IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS Page 237 September 18, 2023 AE2S 6901 East Fish Lake Rd. Suite 184 Maple Grove, MN 55369-5457 ATTN: Scott Schaefer, PE Re: Otsego West WWTF Improvements Phase 1 RLCG Project No. 2215 Change Order Proposal #: 022 – Eliminating Electrical Manhole #2 Scott, A credit was requested to eliminate electrical manhole #2 from the project. The total credit for eliminating this work is -$8,282.54. Please let me know if you have any questions. Sincerely, Rice Lake Construction Group Matt Perpich Project Manager An Equal Opportunity Employer September 15, 2023 Mr. Matt Perpich Rice Lake Construction Group Re: Otsego West WWTP Dear Matt, Killmer Electric Company proposes to the following change to our contract for the subject project: Change Offer – Manhole 2 Removal Cost proposal below is to provided as credit to not provide and install (1) of the (2) manholes on the project in the route to FSB. CO Offer Remove Manhole 2 to FSB QTY Mat unit Mat total Labor unit Total labor 6x6x6 Manhole and Duct terminators -1 6466.11 - $6,466.11 8 -8 Fiber strut -15 11.7 -$175.50 0.33 -4.95 Duct sealing (per lbs) -4 18 -$72.00 1 -4 Freight Adder 1 735 $735.00 0 Totals - $5,978.61 -16.95 Tax -$439.43 110 / hour - $1,864.50 - $6,418.04 - $1,864.50 -$8,282.54 Total Cost Deduct: $8,282.54 Please call with any questions or comments. Regards, Matthew Pettit Project Manager October 9, 2023 AE2S 6901 East Fish Lake Rd. Suite 184 Maple Grove, MN 55369-5457 ATTN: Scott Schaefer, PE Re: Otsego West WWTF Improvements Phase 1 RLCG Project No. 2215 Change Order Proposal #: 023 – FSB Future Pipe Pit (FO 08) Scott, Pricing was requested to eliminate the RAS/RAW future piping in the FSB and construct a sump pit in its place as shown in Field Order 08. The total cost to make the changes shown is $21,146.00. Attached is a breakout of the costs. Please let me know if you have any questions. Sincerely, Rice Lake Construction Group Matt Perpich Project Manager 2215 Otsego West WWTF Improvements Phasae 1 22360 County Road 12, PO Box 517 10/9/2023 Deerwood, MN 56444 23 HOURS $ RATE TOTAL RATE TOTAL RLCG Labor - Concrete Work 149.00 HR 149.00 99.00$ $14,751.00 -$ $0.00 -$ -$ 14,751.00$ RLCG Material - Concrete Work 1.00 LS -$ $0.00 7,652.80$ $7,652.80 -$ -$ 7,652.80$ RLCG Labor - Pipe Work Deduct -24.00 HR -24.00 99.00$ ($2,376.00)$0.00 $0.00 -$ -$ (2,376.00)$ RLCG Material - Pipe Work Deduct 1.00 LS ($15,103.48)($15,103.48)-$ -$ (15,103.48)$ Rebarfab 1.00 LS 99.00$ $0.00 $8,192.00 $8,192.00 -$ -$ 8,192.00$ Sowles Steel Erectors 1.00 LS 99.00$ $0.00 $0.00 2,993.05$ -$ 2,993.05$ Steel Plates to Cover Future Pipe Openings (2EA)1.00 LS 4.00 99.00$ $396.00 2,500.00$ $2,500.00 -$ 2,896.00$ -$ $0.00 $0.00 -$ -$ $0.00 -$ $0.00 -$ -$ -$ Misc. Small Tools and Mat'l 5% of Labor 1.00 ea 5.00%638.55$ Sales Tax 1.00 ea 7.375%239.05$ Totals 129.00 12,771.00$ 3,241.32$ 2,993.05$ -$ 19,882.97$ Rice Lake Mark-up on Subs (5%)149.65$ Rice Lake Mark-up on Labor, Material, and Equipment (5%)800.62$ Bond Cost (1.5%)312.50$ Total Change Order Proposal Request 21,146.00$ Days Requested 0 RLCG PROJECT #: PROJECT NAME: DATE: COP: CHANGE ORDER PROPOSAL MATERIAL SUBCONTRACTOR TOTAL EQUIPMENT TOTAL LINE TOTALDESCRIPTIONQTYUNITLABOR Phone: (651) 633-3337 Shipping: 720 First St. S.W. Fax: (651) 633-2332 Mailing: P.O. Box 120267 E-mail: nickw@rebarfabinc.com New Brighton, MN 55112 Date: September 15, 2023 To: Rice Lake Construction Attn: Matt Perpich Project: Otsego WWTF Improvements Rebarfab, Inc. Job #22152 Change Order: #7 Control Code-Release #N/A DESCRIPTION OF CHANGES IN THIS CONTRACT: FSB changes per FO #8 drawings dated 8/17/23 Weight Added: 10,407 lbs $8,540.00 Black ☒ Epoxy ☐ Time Added: 14 hours $1,400.00 Misc. Added: None Freight Added: $300.00 Total Cost This Change: $10,240.00 ** Tax excluded. Add applicable taxes. ALL PRICES ARE PLUS TAX UNLESS NOTED OTHERWISE. UPON SIGNATURE, CONTRACTOR IS TAKING FULL RESPONSIBILITY. ALL OTHER TERMS AND CONDITIONS OF THE CONTRACT REMAIN THE SAME. SIGNED COPY RETURNED VIA FAX REQUIRED PRIOR TO FABRICATION. Rebarfab, Inc. Approved by: _____________________ Approved by: _____________________ Nick Watercott 2 S303 1 S303 2 S302 1 S301 3 S302TFE 942.50'TFE 948.00'TFE 942.50'TFE 944.00'TFE 946.00'TFE 948.00'Step SEE SBT DRAWINGS FOR ADDITIONAL INFORMATION 1 S302 1'-0"11'-9"1'-0"11'-7"1'-4"8'-11"1'-4"17'-1"1'-0"1'-0"31'-4"1'-0"35'-8"1'-0"9'-1"7'-2"6'-3"70'-0"21 3 D D A A TFE 948.00' 2 S301 55'-0" Step Step Step Step 6'-6"4'-0"5'-9" WF3.0WF3.0 WF3.0 WF3.0 WF3.5WF3.5WF4.0WF4.6WF3.5WF3.0 WF3.5TFE 948.00' TFE 948.00'TFE 948.00'TFE 948.00' TFE 948.00' TFE 948.00' TFE 948.00' TFE 948.00' FFE 936.00'TFE 948.00'WF3.0TFE 948.00'TFE 946.00' TFE 948.00'1'-4"34'-5"8'-11"TFE 948.00'5 S312 SIM 6 S312 5'-0"4'-0" 4'-0"5'-0"5'-0"4'-0"8"8"15'-3" VERIFY11'-3" VERIFY 2 1 1 1 1 1 32'-0"10'-5"1'-4"1'-3"1'-4"5'-0"1'-6"1'-3" 4 FFE 942.50' Step TFE 944.00' TFE 946.00' TFE 946.00'14'-0"TFE 944.00'5 5 5 5 1 1 CONSTRUCTION NOTES WALL PIPE PENETRATION- SEE PROCESS DRAWINGS -SEE STANDARD DETAILS FOR ADDITIONAL REINFORCING. ODOR CONTROL FOUNDATION- SEE PROCESS - VERIFY SIZE W/ MANUFACTURE REQUIREMENTS - SEE DETAIL PROVIDE OPENING IN CONCRETE WALL FOR CONDUIT - COORDINATE SIZE,QUANTITY, AND LOCATION W/ ELECTRICAL - SEE STANDARD DETAIL FOR ADDITIONAL REINFORCING 18" CONCRETE MAT SLAB REINFORCED WITH #5 @ 12" O/C EACH WAY TOP AND BOTTOM CONCRETE WALL AT LOWER LEVEL- REINFORCE W/ #6 @ 9" o/c EACH WAY-EACH FACE. 2 / 5 S312 3 4 5 0 2'4'6'8'10'12'14' PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY /Layout: 22x34DRAWING FACILITY Advanced Engineering and Environmental Services, LLC. Water Tower Pl Business Ctr 6901 E Fish Lake Rd Ste 184 Maple Grove, MN 55369 (t) 763-463-5036 (f) 763-463-5037 www.ae2s.com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.SIGNATURE:___________________________________________________TYPED NAME: _KIRK DANIEL EHLKE_MARCH 28, 2022 REG. NO. #60003BIM 360://05409-2017-004 Otsego West WWTF Phase 1 Improvements/05409-2017-004-Otsego_West_FSB-S_v20.rvt8/17/2023 9:54:39 AMMAR 2022 05409-2017-004 KDE KDE KDE CONST.FOUNDATION PLANOTSEGO, MNCITY OF OTSEGOOTSEGO WEST WWTF PHASE 1 IMPROVEMENTSFSB S101 N O R T H S101 1 FOUNDATION PLAN CONTINUOUS FOOTING SCHEDULE MARK WIDTH THICKNESS BOTTOM LONGIT REINFORCING BOTTOM TRANSV REINFORCING WF3.0 3'-0" 12" (3) #5 CONT #4 @ 24" o/c WF3.5 3'-6" 12" (3) #5 CONT #4 @ 24" o/c WF4.0 4'-0" 12" (4) #5 CONT #4 @ 16" o/c WF4.6 4'-6" 12" (5) #5 CONT #5 @ 18" o/c SYM DATE DESCRIPTION APPR1 08/17/23 FO #8 KDE T 1'-4"11'-4"1'-4"5'-0"1'-4" 2 S303 1 S303 2 S302 1 S301 3 S302 1 S302 FFE 952.00' 1'-0"8'-7"1'-0"25'-0"1'-4"1'-2"10"10'-5"1'-4"5'-0"1'-4"34'-1"1'-4"13'-6"1'-0"1'-0"5'-4"1'-6"17'-6"1'-4"8'-11"1'-4"18'-1" 21 3 D A FFE 952.00' 1 2 S301 10"3'-0"6'-10"3'-0"6'-10"3'-0"1'-6" 1S01 1S02 1S03 1S01 1S02 1 1 FFE 952.00' FFE 960.00' 1S01 1S02 1S01 1S02 2 2 33 3 3 5 5 5 2 S312 FFE 960.00' SEE SBT DRAWINGS FOR ADDITIONAL INFORMATION 5 1'-4"1'-4"6 1'-10"3'-0"6'-10"3'-0"6'-10"3'-0"2'-10" 1'-0"4'-8"5'-0"5'-0"5'-0"4'-8"2'-0"6'-5"3'-4"5'-7"1'-3"8'-4"10"15'-4"10"3'-0"5'-4"6 1S03 7 36'-3"8"18'-1" 33 8 5 S312 SIM 9 9 9 43'-0"3'-0"FD 6 6 70'-0"24'-9"7'-7"1'-0"55'-0" 55'-0" 1 1 1 CONSTRUCTION NOTES 6" THICK SLAB ON GRADE REINFORCED WITH #5 @ 16" o/c EACH WAY CENTERED OVER 6" GRANULAR BASE METAL STAIR- SEE ARCH SLOPING CONCRETE TOPPING SLAB OVER STRUCTAL SLAB -SEE SPEC -COORDINATE W/ PROCESS AND SCREEN MANUFACTURE TRENCH DRAIN- SEE MECHANICAL FOR ADDITIONAL INFORMATION -SEE DETAIL FLOOR PIPE PENETRATION- SEE PROCESS DRAWINGS -SEE STANDARD DETAILS FOR ADDITIONAL REINFORCING. 12" THICK CONCRETE WALL REINFORCED W/ #4 @ 12" o/c VERT AND #4 @ 9" HORIZONTAL EACH FACE CONCRETE APRON -SEE STANDARD DETAIL ODOR CONTROL FOUNDATION- SEE PROCESS - VERIFY SIZE W/ MANUFACTURE REQUIREMENTS - SEE DETAIL CONCRETE STOOP- SEE STANDARD DETAIL SD-10/701. VERIFY SIZE W/ CIVIL AND OWNER. 2 3 4 5 6 7 8 / 5 S312 9 / 8 S501 PLAN NOTES 1. VERIFY FINAL CHANNEL LAYOUT WITH SELECTED PROCESS EQUIPMENT. 2. FD-INDICATE FLOOR DRAIN -SEE STANDARD FLOOR DRAIN DETAIL -VERIFY LOCATION AND SLOPING W/ MECHANICAL 3. CONTRACTOR HAS OPTION TO CONTINUE SLAB REINFORCEMENT - NOT REQUIRED TO SPLICE PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY /Layout: 22x34DRAWING FACILITY Advanced Engineering and Environmental Services, LLC. Water Tower Pl Business Ctr 6901 E Fish Lake Rd Ste 184 Maple Grove, MN 55369 (t) 763-463-5036 (f) 763-463-5037 www.ae2s.com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.SIGNATURE:___________________________________________________TYPED NAME: _KIRK DANIEL EHLKE_MARCH 28, 2022 REG. NO. #60003BIM 360://05409-2017-004 Otsego West WWTF Phase 1 Improvements/05409-2017-004-Otsego_West_FSB-S_v20.rvt8/17/2023 9:54:41 AMMAR 2022 05409-2017-004 KDE KDE KDE CONST.CHANNEL LEVEL PLANOTSEGO, MNCITY OF OTSEGOOTSEGO WEST WWTF PHASE 1 IMPROVEMENTSFSB S102S102 1 CHANNEL LEVEL PLAN 0 2'4'6'8'10'12'14' N O R T H CONCRETE SLAB SCHEDULE MARK SLAB TYPE THICKNESS (INCHES)TOP (S OR W) TOP (N OR E) TOP COVER TOP TEMP REINFORCING BOTTOM REINFORCING BOTTOM COVER BOTTOM TEMP REINFORCING REMARKS 1S01 IA 14" #5 @ 12" O/C #5 @ 6" O/C 2" #5 @ 12" O/C #6 @ 9" O/C 2" #5 @ 12" O/C 1S02 IIA 14" SEE 1S01 #5 @ 6" O/C 2" #5 @ 12" O/C #6 @ 9" O/C 2" #5 @ 12" O/C 1S03 IA 14" SEE 1S02 #5 @ 12" O/C 2" #5 @ 12" O/C #6 @ 9" O/C 2" #5 @ 12" O/C SYM DATE DESCRIPTION APPR1 08/17/23 FO #8 KDE 5'-0" 2 S303 1 S303 2 S302 1 S301 3 S302 1 S302 FFE 966.00' FFE 966.00' 21 3 D D A A 36'-3"18'-9" 55'-0"70'-0"1 1 9 9 2 2 S301 9 6 FFE 966.00' FFE 966.00' FFE 966.00' FFE 966.00' FFE 966.00'FFE 966.00' 2 1 8'-1"9'-0" 4 4 413'-0"8'-11" 3 15'-9"5 5 EQUIPMENT9'-6" VERIFY W/FFE 966.00' FFE 966.00' FFE 966.00' 7 6 8 8 8 888 8 8 8 8 8 8 16'-7"FD W14X30 9 9 S501 10 S501 5 52'-0"11'-9"5'-0"35'-5"52'-2"10 10 10 10 1 1 CONSTRUCTION NOTES 4" TOPPING SLAB REINFORCED WITH #3 @ 16" o/c OVER 8" HOLLOW CORE 5" CONCRETE OVER 2C20 METAL DECK (7" TOTAL THICKNESS) R/W #4 @ 12" o/c EACH WAY CENTERED CONCRETE FLOOR PENETRATION-SEE STANDARD DETAIL FOR ADDITIONAL REINFORCING PRECAST NON LOAD BEARING WALL-SEE STANDARD DETAIL FOR BASE CONNECTION -SEE ARCH FRP COVER SYSTEM -CONNECTIONS AND ADDITIONAL FRAMING BY SUPPLIER-SEE SPEC FLOOR PENETRATION THROUGH HOLLOWCORE- COORDINATE WITH HOLLOW CORE SUPPLIER TO AVOID CUTTING THROUGH TENDONS. -SEE PROCESS AND MECHANICAL DRAWINGS FOR LOCATIONS APPROXIMATE OUTLINE OF 1,700 LB MECHANICAL EQUIPMENT- SEE MECHANICAL DRAWINGS. BREAK/OPENING IN COVER SYSTEM (NOTE 5)- COORDINATE SIZE W/ PROCESS AND MECHANICAL DRAWINGS 7" CONCRETE REINFORCED WITH #4 @ 15" o/c EACH WAY CENTERED OVER STRUCTURAL GEOFOAM - MIN EPS15 (3.6 PSI BEARING CAPACITY) 12" INSULATED HOLLOWCORE WALL PANEL- SEE ARCHITECT 2 3 4 5 6 7 8 9 10 PLAN NOTES 1. VERIFY FINAL CHANNEL LAYOUT WITH SELECTED PROCESS EQUIPMENT. 2. FD-INDICATE FLOOR DRAIN -SEE STANDARD FLOOR DRAIN DETAIL -VERIFY LOCATION AND SLOPING W/ MECHANICAL 3. GALVANIZED STEEL MEMEBERS AND PAINT PER SPECIFICATION PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY /Layout: 22x34DRAWING FACILITY Advanced Engineering and Environmental Services, LLC. Water Tower Pl Business Ctr 6901 E Fish Lake Rd Ste 184 Maple Grove, MN 55369 (t) 763-463-5036 (f) 763-463-5037 www.ae2s.com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.SIGNATURE:___________________________________________________TYPED NAME: _KIRK DANIEL EHLKE_MARCH 28, 2022 REG. NO. #60003BIM 360://05409-2017-004 Otsego West WWTF Phase 1 Improvements/05409-2017-004-Otsego_West_FSB-S_v20.rvt8/17/2023 9:54:43 AMMAR 2022 05409-2017-004 KDE KDE KDE CONST.MAIN LEVEL PLANOTSEGO, MNCITY OF OTSEGOOTSEGO WEST WWTF PHASE 1 IMPROVEMENTSFSB S103S103 1 MAIN LEVEL PLAN 0 2'4'6'8'10'12'14' N O R T H SYM DATE DESCRIPTION APPR1 08/17/23 FO #8 KDE 966.00' FFE 980.00' TDT 960.00' CHANNEL 952.00' LFE 948.00' TFE 2 S303 1 S303 3 S302 21 3 S311 2S311 1 S311 4 S311 3 S312 6 S501 5 S501 1 S501 1 OPP OPP 966.00' FFE 960.00' CHANNEL 952.00' LFE 948.00' TFE 2 S303 1 S303 3 S302 21 3 S501 5 S501 1 S501 1 S311 4 S313 1 OPP S312 1 SIM S311 3 SIM S312 4 FLOWFILL 1 966.00' FFE 952.00' LFE 948.00' TFE 2 S302 1 S301 1 S302 DA 2 S301 S501 11 S501 2 S501 4 S501 5 S312 6 S312 6 S501 8 S501 6 S311 3 SIM S501 7 OPP OPP PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY /Layout: 22x34DRAWING FACILITY Advanced Engineering and Environmental Services, LLC. Water Tower Pl Business Ctr 6901 E Fish Lake Rd Ste 184 Maple Grove, MN 55369 (t) 763-463-5036 (f) 763-463-5037 www.ae2s.com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.SIGNATURE:___________________________________________________TYPED NAME: _KIRK DANIEL EHLKE_MARCH 28, 2022 REG. NO. #60003BIM 360://05409-2017-004 Otsego West WWTF Phase 1 Improvements/05409-2017-004-Otsego_West_FSB-S_v20.rvt8/17/2023 9:54:46 AMMAR 2022 05409-2017-004 KDE KDE KDE CONST.FULL BUILDING SECTIONSOTSEGO, MNCITY OF OTSEGOOTSEGO WEST WWTF PHASE 1 IMPROVEMENTSFSB S302S302 1 FULL BUILDING SECTION S302 2 FULL BUILDING SECTION 0 2'4'6'8'10'12'14'0 2'4'6'8'10'12'14' S302 3 FULL BUILDING SECTION 0 2'4'6'8'10'12'14'SYM DATE DESCRIPTION APPR1 08/17/23 FO #8 KDE 966.00' FFE 960.00' CHANNEL D 10"2" BENT PLATE W/ SEALANT #5 @ 12" o/c HORIZ WALL PANEL AND FOUNDATION CONN'S DESIGNED AND SUPPLIED BY PC FABRICATOR - INSTALL BY CONTRACTOR PRECAST WALL PANEL-SEE ARCH PLAN AND SPECS FRP COVER SYSTEM- CONNECTION BY SUPPLIER 4" PVC WATERSTOP SEE DETAIL FOR REINFORCEMENT INFORMATION / 1 S313 DOWELS-SEE STANDARD WALL DOWEL DETAIL 966.00' FFE 960.00' CHANNEL #4 @ 12" o/c VERT W/ ACI 90 DEG HOOK INTO SLAB #4 @ 9" o/c HORIZ - EACH FACE SEE PLAN CONCRETE SLAB - SEE PLAN FRP COVER SYSTEM- CONNECTION BY SUPPLIER CONCRETE SLAB SEE PLAN 2" CLR 4" PVC WATERSTOP SEE SPEC PROCESS GROUTING SOME LOCATIONS- SEE PLAN STRUCTURAL GEOFOAM - MIN EPS15 (3.6 PSI BEARING CAPACITY)-OMIT AT SIM/SLAB ON DECK HYDROPHILIC WATERSTOP 952.00' LFE ODOR CONTROL UNIT -SEE PROCESS #5 @ 18" o/c HORIZ #5 @ 18" o/c VERTS W/ ACI 90 DEG HOOK INTO FDN #5 @ 12" o/c EACH WAY -INSTALL SHORT SPAN W/ 2" CLR 4" VOID FORM WALL DOWEL SEE STANDARD DETAIL TFE 947.33'(2) #5 CONT 2'-0" EQUIP REQ 5 1/2" VERIFY W/8"8"1'-0"952.00' LFE 948.00' TFE 3 CONCRETE SLAB ON GRADE -SEE PLAN #5 @ 16" o/c VERTS W/ ACI 90 DEG HOOK INTO FDN- EACH FACE #5 HORIZ @ 12" o/c EACH FACE WALL PANEL AND FOUNDATION CONN'S DESIGNED AND SUPPLIED BY PC FABRICATOR - INSTALL BY CONTRACTOR 3" CLRFOOTING-SEE PLAN PRECAST WALL PANEL-SEE ARCH PLAN AND SPECS 1'-0"GRADE -SEE CIVIL 966.00' FFE 960.00' CHANNEL SEE DETAIL FOR REINFORCEMENT INFORMATION / 1 S311 WALL PANEL AND FOUNDATION CONN'S DESIGNED AND SUPPLIED BY PC FABRICATOR - INSTALL BY CONTRACTOR PRECAST WALL PANEL-SEE ARCH PLAN AND SPECS STRUCTURAL SLAB SEE PLAN CONCRETE SLAB SEE PLAN STRUCTURAL GEOFOAM - MIN EPS15 (3.6 PSI BEARING CAPACITY) Grid 966.00' FFE SEE DETAIL FOR WALL REINFORING / 2 S311 CONCRETE SLAB OVER GEOFOAM - SEE PLAN DOWELS-SEE STANDARD WALL DOWEL DETAIL WALL PANEL AND FOUNDATION CONN'S DESIGNED AND SUPPLIED BY PC FABRICATOR -INSTALL BY CONTRACTOR RAILING -SEE ARCH NON LOAD BRG PRECAST WALL PANEL -SEE ARCH PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY /Layout: 22x34DRAWING FACILITY Advanced Engineering and Environmental Services, LLC. Water Tower Pl Business Ctr 6901 E Fish Lake Rd Ste 184 Maple Grove, MN 55369 (t) 763-463-5036 (f) 763-463-5037 www.ae2s.com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.SIGNATURE:___________________________________________________TYPED NAME: _KIRK DANIEL EHLKE_MARCH 28, 2022 REG. NO. #60003BIM 360://05409-2017-004 Otsego West WWTF Phase 1 Improvements/05409-2017-004-Otsego_West_FSB-S_v20.rvt8/17/2023 9:54:53 AMMAR 2022 05409-2017-004 KDE KDE KDE CONST.WALL SECTIONSOTSEGO, MNCITY OF OTSEGOOTSEGO WEST WWTF PHASE 1 IMPROVEMENTSFSB S312 S312 1 WALL SECTION S312 3 WALL SECTION AT CHANNEL S312 5 ODOR CONTROL FOUNDATION S312 6 FOUNDATION WALL SECTION S312 2 WALL SECTION S312 4 WALL SECTION 12"6"0 1'2'3'SYM DATE DESCRIPTION APPR1 08/17/23 FO #8 KDE 1 966.00' FFE 1 #6 @ 9" O/C HORIZ EACH FACE #6 @ 9" O/C VERT EACH FACE WALL DOWEL SEE STANDARD DETAIL MAT SLAB SEE PLAN CONCRETE WALL SEE PLAN COVER SYSTEM - SEE PLAN SUPPORT BY COVER SUPPLIER WATER STOP SEE PLAN WALL PENETRATION - SEE PROCESS SEE PLAN 1 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY /Layout: 22x34DRAWING FACILITY Advanced Engineering and Environmental Services, LLC. Water Tower Pl Business Ctr 6901 E Fish Lake Rd Ste 184 Maple Grove, MN 55369 (t) 763-463-5036 (f) 763-463-5037 www.ae2s.com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.SIGNATURE:___________________________________________________TYPED NAME: _KIRK DANIEL EHLKE_MARCH 28, 2022 REG. NO. #60003BIM 360://05409-2017-004 Otsego West WWTF Phase 1 Improvements/05409-2017-004-Otsego_West_FSB-S_v20.rvt8/17/2023 9:54:54 AMMAR 2022 05409-2017-004 Checker Approver Author CONST.WALL SECTIONSOTSEGO, MNCITY OF OTSEGOOTSEGO WEST WWTF PHASE 1 IMPROVEMENTSFSB S313 SYM DATE DESCRIPTION APPR1 08/17/23 FO #8 KDE S313 1 WALL SECTION TOTAL LOADING AT CONNECTION: VERTICAL= 4.2K LATERAL =+/- 1K 4" SEE PLAN SEE PLAN 1" +/-TEE SUPPLIER8 1/2" VERIFY W/TEE SUPPLIER4" VERIFY W/L4x3x3/8 x 0'-6" BOTH SIDES OF WEB -TYP 2 -3/4" DIA A-325 BOLTS @ 3" o/c THRU STD AISC SHORT-SLOTTED HOLES IN ANGLES ONLY (TYP) 2 -1" DIA A325 BOLTS [9 1/2" GAGE] THRU SLEEVE IN TEE STEM BY TEE SUPPLIER (SIZE SLEEVE FOR SNUG FIT TO BOLT) 8" x 5/8" x 1'-0 1/2" PLATE FIELD MEASURE HOLE LOCNS IN TEE STEM & FIELD DRILL HOLES IN PLATE TO MATCH PLATE WASHER L4x4x1/4x0'-6" W/ (2) 1/2" BOLTS INTO FLANGE @ EACH END OF BEAM 6" 1/4" WEB STIFFS FULL HT BOTH SIDES OF WEB STEEL BEAMS -SEE PLAN - BY STEEL SUPPLIER (2) L3x3x1/4 DOUBLE ANGLE HANGER PL 1/2 x 6" x 8" MINIMUM GUSSET PLATE -TYP (2) L3x3x1/4 DOUBLE ANGLE DIAGONAL MEMBER 4"1/4 4"1/4 TYP STEEL MONORAIL - SEE PLAN PRECAST DT CONN TO WALL PANEL DESIGNED & SUPPLIED BY PRECAST SUPPLIER Grid PRECAST WALL PANEL SEE ARCH & SPECS BEARING INSERTS IN WALL PANEL DESIGNED BY PRECAST SUPPLIER SLOT PRECAST WALL PANELS FOR TEE INSTALL SEE ARCH FOR INFILL PRECAST DOUBLE TEE SEE PLAN AND SPECS 1'-0" TDT SEE PLAN TOW SEE ARCH PRECAST DT CONN TO WALL PANEL DESIGNED & SUPPLIED BY PRECAST SUPPLIED FOR LOADS NOTED ON PLAN Grid PRECAST WALL PANEL SEE PLAN & SPECS BEARING INSERTS IN WALL PANEL DESIGNED BY PRECAST SUPPLIER TDT SEE PLAN TOW SEE ARCH PRECAST DOUBLE TEE SEE PLAN AND SPECS 1'-0" Grid PRECAST WALL PANEL SEE PLANS & SPECS HOLLOW CORE PLANK SEE PLAN & SPECS HC PLANK CONNECTION TO WALL PANELS DESIGNED BY PRECAST WALL PANEL SUPPLIER -COORDINATE DESIGN W/ PLANK SUPPLIER INSERT PLATES IN WALL PANEL & PLANK BY PRECAST SUPPLIER 1'-0" 1" MAX FFE SEE PLAN CONCRETE SLAB -SEE PLAN CONCRETE TOPPING SLAB SEE PLAN Grid PRECAST WALL PANEL SEE PLANS & SPECS HOLLOW CORE PLANK SEE PLAN 1" MAX FFE SEE PLAN PRECAST WALL HAUNCH BY PRECAST SUPPLIER TO RESIST PLANK HORIZ & VERT LOADS INSERT PLATES IN WALL PANEL & PLANK BY PRECAST SUPPLIER HOLLOW CORE TO WALL CONN BY PRECAST SUPPLIER VINYL BRG PADS CONT 1'-0" FFE SEE MECH VARIFY6"CONCRETE SLAB SEE PLAN PREFAB POLYMER DRAIN W/ FRAME & GRATE -SEE MECH #4 x @ 12" o/c DOWEL ALL ARND 4 -#4 LONGIT #4 U-BAR @ 12" o/c SEALANT & BACKER ROD SEE PLAN6" SPECS SEE 6" 8 24 Grid EMBEDDED L4x3x1/4x8" BY PC SUPP KALWALL TRANSLUSCENT PANEL SYSTEM 3/4" PLYWOODEMBEDDED 8"x10" PLATES BY PC SUPP @ 48" o/c COORDINATE LOC'S w/ CONTRACTOR INFILL BETWEEN HSS W/ 362S162-43 METAL STUD FRAMING AT 16" o/c CLIP TO FRAMING BY KALWALL SUPP -CLIP TO ALLOW 2" OF VERTICAL DEFLECTION C8x11.5 x3'-0" @ 4'-0" o/c HSS 4x4x1/4 @ 4'-0" o/c 3/16 3/4" PLYWOOD CONT. PL 1/2" x 12" WIND LOAD (STRENGTH) 500 LB 1000 LB WIND LOAD (STRENGTH) 500 LB 1000 LB 966.00' FFE CONCRETE WALL SEE DETAIL FOR REINFORCEMENT EXPANSION MATERIAL AND JOIST SEALANT -SEE SPEC HOLLOW CORE PLANK AND TOPPING SLAB SEE PLAN W/ PC SUPPLIER1" MIN COORD/ 3 S311 1'-0" 2" CLR CONC WALL, FLOOR SLAB OR BEAM -SEE PLAN 1/2" x 8" WIDE x BEAM DEPTH EMBED PLATE W/ 3/4" x 6" HEADED ANCHORS @ 4" o/c (5" GAGE) STEEL BEAM SEE PLAN 1/2" +/- CONNECTION TO EMBED PLATE BY STEEL FABRICATOR TOS SEE PLAN STEEL BEAM -SEE PLAN FFE SEE PLAN INSERTS IN WALL PANEL DESIGNED BY PRECAST SUPPLIER PRECAST WALL PANEL SEE PLAN CONNECTION TO INSERT BY STEEL FABRICATOR HOLLOW CORE PLANK AND TOPPING SLAB- SEE PLAN 966.00' FFE GALVANIZED STEEL BEAM HOLLOW CORE PLANK AND TOPPING SLAB- SEE PLAN CONNECTION TO STEEL BEAM BY PRECAST SUPPLIER 1" MIN BENT BAR GROUTED INTO KEYWAY PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY /Layout: 22x34DRAWING FACILITY Advanced Engineering and Environmental Services, LLC. Water Tower Pl Business Ctr 6901 E Fish Lake Rd Ste 184 Maple Grove, MN 55369 (t) 763-463-5036 (f) 763-463-5037 www.ae2s.com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.SIGNATURE:___________________________________________________TYPED NAME: _KIRK DANIEL EHLKE_MARCH 28, 2022 REG. NO. #60003BIM 360://05409-2017-004 Otsego West WWTF Phase 1 Improvements/05409-2017-004-Otsego_West_FSB-S_v20.rvt8/17/2023 9:54:55 AMMAR 2022 05409-2017-004 KDE KDE KDE CONST.FRAMING DETAILSOTSEGO, MNCITY OF OTSEGOOTSEGO WEST WWTF PHASE 1 IMPROVEMENTSFSB S501 NO SCALES501 3 CRANE SUPPORT DETAIL NO SCALES501 1 DBL TEE BEARING @ WALL PANEL NO SCALES501 2 DBL TEE FLANGE CONN @ WALL PANEL NO SCALES501 4 HC FLOOR PLANK CONN @ WALL PANEL NO SCALES501 5 HC PLANK BEARING @ WALL PANEL NO SCALES501 8 TRENCH DRAIN SECTION NO SCALES501 7 SECTION AT TRANSLUSENT PANEL NO SCALES501 6 HOLOWCORE OVER NON LOAD BRG WALL NO SCALES501 9 STEEL BEAM CONN @ CONCRETE WALL NO SCALES501 10 STEEL BEAM CONN @ PRECAST WALL NO SCALES501 11 HC CHANGE DIRECTION SECTION SYM DATE DESCRIPTION APPR1 08/17/23 FO #8 KDE 1 November 14, 2023 AE2S 6901 East Fish Lake Rd. Suite 184 Maple Grove, MN 55369-5457 ATTN: Scott Schaefer, PE Re: Otsego West WWTF Improvements Phase 1 RLCG Project No. 2215 Change Order Proposal #: 025 – MCC/Panelboard Escalations Scott, When the MCCs and Panelboards were released for production after submittal approval, the manufacturer came back with escalation costs. As noted in the addendum, Rice Lake and our vendors were to not carry the escalation risk in our bid as the City would be taking that on. The total escalation on the electrical gear is $97,229.00. Attached is a breakout of the costs. Please let me know if you have any questions. Sincerely, Rice Lake Construction Group Matt Perpich Project Manager 2215 Otsego West WWTF Improvements Phasae 1 22360 County Road 12, PO Box 517 11/14/2023 Deerwood, MN 56444 25 HOURS $ RATE TOTAL RATE TOTAL RLCG Labor 0.00 HR 0.00 99.00$ $0.00 -$ $0.00 -$ -$ -$ RLCG Material 0.00 LS -$ $0.00 $0.00 -$ -$ -$ $0.00 $0.00 -$ -$ -$ Killmer 1.00 LS $0.00 $0.00 95,792.57$ -$ 95,792.57$ $0.00 $0.00 -$ -$ -$ $0.00 $0.00 -$ -$ -$ $0.00 $0.00 -$ -$ -$ -$ $0.00 $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ Misc. Small Tools and Mat'l 5% of Labor 1.00 ea 5.00%-$ Sales Tax 1.00 ea 7.375%-$ Totals - -$ -$ 95,792.57$ -$ 95,792.57$ Rice Lake Mark-up on Subs (5%)-$ Rice Lake Mark-up on Labor, Material, and Equipment (15%)-$ Bond Cost (1.5%)1,436.89$ Total Change Order Proposal Request 97,229.00$ Days Requested 0 MATERIAL SUBCONTRACTOR TOTAL EQUIPMENT TOTAL LINE TOTALDESCRIPTIONQTYUNITLABOR RLCG PROJECT #: PROJECT NAME: DATE: COP: CHANGE ORDER PROPOSAL An Equal Opportunity Employer November 6, 2023 Mr. Matt Perpich Rice Lake Construction Group Re: Otsego West WWTP Dear Matt, Killmer Electric Company proposes to the following change to our contract for the subject project: Change Request – Panelboard and MCC Escalation Costs Change Request is based upon Equipment suppliers escalation cost adders. All has been released per approved submittals to avoid additional escalation costs month after month. Following page has breakout of additional costs related to each piece of equipment. Panelboard and Motor Control Centers Cost Escalations QTY Mat unit Mat total Labor unit Total labor MCC Cost Adder 1 59147.31 $59,147.31 Panelboard Cost adder 1 21955.51 $21,955.51 0 Totals $81,102.82 0 Tax $5,981.33 110 / hour $0.00 $87,084.15 $0.00 $87,084.15 10.00% $8,708.42 $95,792.57 Total Cost Add: $95,792.57 Please call with any questions or comments. Regards, Matthew Pettit Project Manager OWNER: PROJECT: ENGINEER: CONTRACTOR: Type No.Description Qty Unit Unit Cost Total ITEM CO-T001 FSB-DP1 1 Each 1,358.32$ 1,358.32$ ITEM CO-T002 FSB-EDP1 1 Each 707.42$ 707.42$ ITEM CO-T004 FSB-L1 1 Each 1,131.04$ 1,131.04$ ITEM CO-T004 MTB-DP1 1 Each 2,214.33$ 2,214.33$ ITEM CO-T005 MTB-EDP1 1 Each 897.24$ 897.24$ ITEM CO-T006 MTB-DP2 1 Each 1,959.94$ 1,959.94$ ITEM CO-T007 MTB-L1 1 Each 1,210.49$ 1,210.49$ ITEM CO-T008 MTB-EL1 1 Each 481.39$ 481.39$ ITEM CO-T009 MTB-L2 1 Each 1,130.16$ 1,130.16$ ITEM CO-T010 BB-L1 1 Each 1,130.16$ 1,130.16$ ITEM CO-T011 ADM-DP1 1 Each 2,357.54$ 2,357.54$ ITEM CO-T012 ADM-DP1A 1 Each 1,945.88$ 1,945.88$ ITEM CO-T013 ADM-DP2 1 Each 1,239.89$ 1,239.89$ ITEM CO-T014 ADM-EDP1 1 Each 507.99$ 507.99$ ITEM CO-T015 ADM-L1 1 Each 1,227.57$ 1,227.57$ ITEM CO-T016 ADM-L2 1 Each 605.83$ 605.83$ ITEM CO-T017 ADM-L3 1 Each 1,300.92$ 1,300.92$ ITEM CO-T018 ADM-EL1 1 Each 549.40$ 549.40$ ITEM CO-T019 FSB-MCC1 1 Each 14,694.06$ 14,694.06$ ITEM CO-T020 MTB-MCC1 1 Each 15,946.87$ 15,946.87$ ITEM CO-T021 MTB-MCC2 1 Each 14,981.65$ 14,981.65$ ITEM CO-T022 BB-MCC1 1 Each 13,524.73$ 13,524.73$ 81,102.82$ MARKUP 0%Material 0% Markup -$ TOTAL MATERIAL 81,102.82$ 81,102.82$ 5,981.33$ 87,084.15$ Estimated Change in Contract Price: Increase 87,084.15$ Increase Days Decrease Decrease Days Integrated Process Solutions, Inc. is pleased to provide the following Escalation Cost associated with CO#8 REVB. Please see the below escalation costs. These escalation cost are due to escalation price increase from our distrubitor that have occurred from 4/28/2022 to 11/8/2023 for panelboards and 4/28/2022 to 6/29/2023 for the MCC escalation cost. Estimate Change in Contract Times: Total from Above Total Material Subtotal Sales Tax Otsego West WWTF Improvements Phase 1 Killmer Electric Nero Engineering and AE2S City of Otsego Change Order IPS Job #J002183 ESCALATION COST 11/8/2023 To: Integrated Process Solutions, Inc. Attention: Walter Pelowski RE: Otsego West WWTF Improvements Phase 1 Following is a summary of the change orders from review comments and escalation cost due to delays in releasing the equipment to manufacturing and the increased cost of material incurred by our supplier for the period from 7/23/22 - 11/29/23. Panelboards Change Order Cost Escalation Cost FSB-DP1 1358.32 FSB-EDP1 707.42 FSB-L1 400 1131.04 MTB-DP1 1800 2214.33 MTB-EDP1 897.24 MTB-DP2 400 1959.94 MTB-L1 1210.49 MTB-EL1 400 481.39 MTB-L2 1400 1130.16 BB-L1 600 1130.16 ADM-DP1 2357.54 ADM-DP1A 900 1945.88 ADM-DP2 600 1239.89 ADM-EDP1 507.99 ADM-L1 1227.57 ADM-L2 1300 605.83 ADM-L3 1300.92 ADM-EL1 549.40 Total Change Order $7,800.00 Total 21955.51 Total Additional Cost $29,755.51 Motor Control Centers Tag Name Escalation FSB-MCC1 14694.06 MTB-MCC1 15946.87 MTB-MCC2 14981.65 BB-MCC1 13524.73 Total for 4 MCCs 59147.31 Escalation price increase for the period from 7/23/22 - 07/29/23 for increased material cost and increased labor cost incurred by our supplier www.malloyelectric.com November 14, 2023 AE2S 6901 East Fish Lake Rd. Suite 184 Maple Grove, MN 55369-5457 ATTN: Scott Schaefer, PE Re: Otsego West WWTF Improvements Phase 1 RLCG Project No. 2215 Change Order Proposal #: 026 – Add Sump to FSB Scott, It was requested in the revised drawings for the FSB to add a sump around the 24” RAW pipe that goes to the SBT Tank. The total cost to add this concrete sump is $12,591.00. Attached is a breakout of the costs. Please let me know if you have any questions. Sincerely, Rice Lake Construction Group Matt Perpich Project Manager 2215 Otsego West WWTF Improvements Phasae 1 22360 County Road 12, PO Box 517 10/9/2023 Deerwood, MN 56444 26 HOURS $ RATE TOTAL RATE TOTAL RLCG Labor - Concrete Work 57.00 HR 57.00 99.00$ $5,643.00 -$ $0.00 -$ -$ 5,643.00$ RLCG Material - Concrete Work 1.00 LS -$ $0.00 1,913.20$ $1,913.20 -$ -$ 1,913.20$ -$ $0.00 $0.00 -$ -$ -$ -$ $0.00 $0.00 -$ -$ -$ -$ $0.00 $0.00 -$ -$ -$ Rebarfab 1.00 LS -$ $0.00 $2,048.00 $2,048.00 -$ -$ 2,048.00$ Sowles Steel Erectors 1.00 LS -$ $0.00 $0.00 748.26$ -$ 748.26$ -$ $0.00 $0.00 -$ -$ -$ $0.00 $0.00 -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ Misc. Small Tools and Mat'l 5% of Labor 1.00 ea 5.00%282.15$ Sales Tax 1.00 ea 7.375%292.14$ Totals 57.00 5,643.00$ 3,961.20$ 748.26$ -$ 10,926.75$ Rice Lake Mark-up on Subs (5%)37.41$ Rice Lake Mark-up on Labor, Material, and Equipment (15%)1,440.63$ Bond Cost (1.5%)186.07$ Total Change Order Proposal Request 12,591.00$ Days Requested 0 RLCG PROJECT #: PROJECT NAME: DATE: COP: CHANGE ORDER PROPOSAL MATERIAL SUBCONTRACTOR TOTAL EQUIPMENT TOTAL LINE TOTALDESCRIPTIONQTYUNITLABOR Phone: (651) 633-3337 Shipping: 720 First St. S.W. Fax: (651) 633-2332 Mailing: P.O. Box 120267 E-mail: nickw@rebarfabinc.com New Brighton, MN 55112 Date: September 15, 2023 To: Rice Lake Construction Attn: Matt Perpich Project: Otsego WWTF Improvements Rebarfab, Inc. Job #22152 Change Order: #7 Control Code-Release #N/A DESCRIPTION OF CHANGES IN THIS CONTRACT: FSB changes per FO #8 drawings dated 8/17/23 Weight Added: 10,407 lbs $8,540.00 Black ☒ Epoxy ☐ Time Added: 14 hours $1,400.00 Misc. Added: None Freight Added: $300.00 Total Cost This Change: $10,240.00 ** Tax excluded. Add applicable taxes. ALL PRICES ARE PLUS TAX UNLESS NOTED OTHERWISE. UPON SIGNATURE, CONTRACTOR IS TAKING FULL RESPONSIBILITY. ALL OTHER TERMS AND CONDITIONS OF THE CONTRACT REMAIN THE SAME. SIGNED COPY RETURNED VIA FAX REQUIRED PRIOR TO FABRICATION. Rebarfab, Inc. Approved by: _____________________ Approved by: _____________________ Nick Watercott 2 S303 1 S303 2 S302 1 S301 3 S302TFE 942.50'TFE 948.00'TFE 942.50'TFE 944.00'TFE 946.00'TFE 948.00'Step SEE SBT DRAWINGS FOR ADDITIONAL INFORMATION 1 S302 1'-0"11'-9"1'-0"11'-7"1'-4"8'-11"1'-4"17'-1"1'-0"1'-0"31'-4"1'-0"35'-8"1'-0"9'-1"7'-2"6'-3"70'-0"21 3 D D A A TFE 948.00' 2 S301 55'-0" Step Step Step Step 6'-6"4'-0"5'-9" WF3.0WF3.0 WF3.0 WF3.0 WF3.5WF3.5WF4.0WF4.6WF3.5WF3.0 WF3.5TFE 948.00' TFE 948.00'TFE 948.00'TFE 948.00' TFE 948.00' TFE 948.00' TFE 948.00' TFE 948.00' FFE 936.00'TFE 948.00'WF3.0TFE 948.00'TFE 946.00' TFE 948.00'1'-4"34'-5"8'-11"TFE 948.00'5 S312 SIM 6 S312 5'-0"4'-0" 4'-0"5'-0"5'-0"4'-0"8"8"15'-3" VERIFY11'-3" VERIFY 2 1 1 1 1 1 32'-0"10'-5"1'-4"1'-3"1'-4"5'-0"1'-6"1'-3" 4 FFE 942.50' Step TFE 944.00' TFE 946.00' TFE 946.00'14'-0"TFE 944.00'5 5 5 5 1 6 6 2 S314 1 S314 1 CONSTRUCTION NOTES WALL PIPE PENETRATION- SEE PROCESS DRAWINGS -SEE STANDARD DETAILS FOR ADDITIONAL REINFORCING. ODOR CONTROL FOUNDATION- SEE PROCESS - VERIFY SIZE W/ MANUFACTURE REQUIREMENTS - SEE DETAIL PROVIDE OPENING IN CONCRETE WALL FOR CONDUIT - COORDINATE SIZE,QUANTITY, AND LOCATION W/ ELECTRICAL - SEE STANDARD DETAIL FOR ADDITIONAL REINFORCING 18" CONCRETE MAT SLAB REINFORCED WITH #5 @ 12" O/C EACH WAY TOP AND BOTTOM CONCRETE WALL AT LOWER LEVEL- REINFORCE W/ #6 @ 9" o/c EACH WAY-EACH FACE. PROVIDE FULL DEPTH POCKET TO ELEVATION 952.67 IN FOUNDATION WALL FOR SLAB AND SUMP LEVEL 2 / 5 S312 3 4 5 6 0 2'4'6'8'10'12'14' PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY /Layout: 22x34DRAWING FACILITY Advanced Engineering and Environmental Services, LLC. Water Tower Pl Business Ctr 6901 E Fish Lake Rd Ste 184 Maple Grove, MN 55369 (t) 763-463-5036 (f) 763-463-5037 www.ae2s.com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.SIGNATURE:___________________________________________________TYPED NAME: _KIRK DANIEL EHLKE_MARCH 28, 2022 REG. NO. #60003BIM 360://05409-2017-004 Otsego West WWTF Phase 1 Improvements/05409-2017-004-Otsego_West_FSB-S_v20.rvt9/12/2023 10:08:25 AMMAR 2022 05409-2017-004 KDE KDE KDE CONST.FOUNDATION PLANOTSEGO, MNCITY OF OTSEGOOTSEGO WEST WWTF PHASE 1 IMPROVEMENTSFSB S101 N O R T H S101 1 FOUNDATION PLAN CONTINUOUS FOOTING SCHEDULE MARK WIDTH THICKNESS BOTTOM LONGIT REINFORCING BOTTOM TRANSV REINFORCING WF3.0 3'-0" 12" (3) #5 CONT #4 @ 24" o/c WF3.5 3'-6" 12" (3) #5 CONT #4 @ 24" o/c WF4.0 4'-0" 12" (4) #5 CONT #4 @ 16" o/c WF4.6 4'-6" 12" (5) #5 CONT #5 @ 18" o/c SYMDATEDESCRIPTIONAPPR108/17/23FO #8KDE T 1'-4"11'-4"1'-4"5'-0"1'-4" 2 S303 1 S303 2 S302 1 S301 3 S302 2 S314 1 S302 FFE 952.00' 1'-0"8'-7"1'-0"25'-0"1'-4"1'-2"10"10'-5"1'-4"5'-0"1'-4"34'-1"1'-4"13'-6"1'-0"1'-0"5'-4"1'-6"17'-6"1'-4"8'-11"1'-4"18'-1" 21 3 D A FFE 952.00' 1 2 S301 10"3'-0"6'-10"3'-0"6'-10"3'-0"1'-6" 1S01 1S02 1S03 1S01 1S02 1 1 FFE 952.00' FFE 960.00' 1S01 1S02 1S01 1S02 2 2 33 3 3 5 5 5 2 S312 FFE 960.00' SEE SBT DRAWINGS FOR ADDITIONAL INFORMATION 5 1'-4"1'-4"6 1'-10"3'-0"6'-10"3'-0"6'-10"3'-0"2'-10" 1'-0"4'-8"5'-0"5'-0"5'-0"4'-8"2'-0"6'-5"3'-4"5'-7"1'-3"8'-4"10"15'-4"10"3'-0"5'-4"6 1S03 7 36'-3"8"18'-1" 33 8 5 S312 SIM 9 9 9 43'-0"3'-0"FD 6 6 70'-0"24'-9"7'-7"1'-0"55'-0" 55'-0" 1 1 1S01 FFE 954.00' FFE 960.00' FFE 960.00' 101'-0"7'-0"1'-0"1S04 1 S314 1 CONSTRUCTION NOTES 6" THICK SLAB ON GRADE REINFORCED WITH #5 @ 16" o/c EACH WAY CENTERED OVER 6" GRANULAR BASE METAL STAIR- SEE ARCH SLOPING CONCRETE TOPPING SLAB OVER STRUCTAL SLAB -SEE SPEC -COORDINATE W/ PROCESS AND SCREEN MANUFACTURE TRENCH DRAIN- SEE MECHANICAL FOR ADDITIONAL INFORMATION -SEE DETAIL FLOOR PIPE PENETRATION- SEE PROCESS DRAWINGS -SEE STANDARD DETAILS FOR ADDITIONAL REINFORCING. 12" THICK CONCRETE WALL REINFORCED W/ #4 @ 12" o/c VERT AND #4 @ 9" HORIZONTAL EACH FACE CONCRETE APRON -SEE STANDARD DETAIL ODOR CONTROL FOUNDATION- SEE PROCESS - VERIFY SIZE W/ MANUFACTURE REQUIREMENTS - SEE DETAIL CONCRETE STOOP- SEE STANDARD DETAIL SD-10/701. VERIFY SIZE W/ CIVIL AND OWNER. 16" THICK CONCRETE SLAB SPANNING BETWEEN FOUDATION WALLS- SEE SLAB 1S04 FOR REINFORCING -PROVIDE 4" PVC WATERSTOPS AT WALLS 2 3 4 5 6 7 8 / 5 S312 9 / 8 S501 10 PLAN NOTES 1. VERIFY FINAL CHANNEL LAYOUT WITH SELECTED PROCESS EQUIPMENT. 2. FD-INDICATE FLOOR DRAIN -SEE STANDARD FLOOR DRAIN DETAIL -VERIFY LOCATION AND SLOPING W/ MECHANICAL 3. CONTRACTOR HAS OPTION TO CONTINUE SLAB REINFORCEMENT - NOT REQUIRED TO SPLICE PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY /Layout: 22x34DRAWING FACILITY Advanced Engineering and Environmental Services, LLC. Water Tower Pl Business Ctr 6901 E Fish Lake Rd Ste 184 Maple Grove, MN 55369 (t) 763-463-5036 (f) 763-463-5037 www.ae2s.com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.SIGNATURE:___________________________________________________TYPED NAME: _KIRK DANIEL EHLKE_MARCH 28, 2022 REG. NO. #60003BIM 360://05409-2017-004 Otsego West WWTF Phase 1 Improvements/05409-2017-004-Otsego_West_FSB-S_v20.rvt9/12/2023 10:08:28 AMMAR 2022 05409-2017-004 KDE KDE KDE CONST.CHANNEL LEVEL PLANOTSEGO, MNCITY OF OTSEGOOTSEGO WEST WWTF PHASE 1 IMPROVEMENTSFSB S102S102 1 CHANNEL LEVEL PLAN 0 2'4'6'8'10'12'14' N O R T H CONCRETE SLAB SCHEDULE MARK SLAB TYPE THICKNESS (INCHES)TOP (S OR W) TOP (N OR E) TOP COVER TOP TEMP REINFORCING BOTTOM REINFORCING BOTTOM COVER BOTTOM TEMP REINFORCING REMARKS 1S01 IA 14" #5 @ 12" O/C #5 @ 6" O/C 2" #5 @ 12" O/C #6 @ 9" O/C 2" #5 @ 12" O/C 1S02 IIA 14" SEE 1S01 #5 @ 6" O/C 2" #5 @ 12" O/C #6 @ 9" O/C 2" #5 @ 12" O/C 1S03 IA 14" SEE 1S02 #5 @ 12" O/C 2" #5 @ 12" O/C #6 @ 9" O/C 2" #5 @ 12" O/C 1S04 IA 16" #5 @ 12" O/C #5 @ 12" O/C 2" #5 @ 12" O/C #6 @ 6" O/C 2" #5 @ 12" O/C SYMDATEDESCRIPTIONAPPR108/17/23FO #8KDE 966.00' FFE 980.00' TDT 960.00' CHANNEL 2 S302 1 S301 2 S314 1 S302 DA 2 S301 S312 1 VERIFY W/ PROCESS S312 5 S501 2 COMPACTED GRANULAR FILL PER GEOTECH REPORT NATIVE SOIL S311 1 SIM S501 7 1 1 1'-0"7'-0"1'-0" FFE 954.00' S314 1 966.00' FFE 980.00' TDT 960.00' CHANNEL 948.00' TFE 2 S302 1 S301 1 S302 C DA 2 S301 S312 2 S501 2 S501 7 S311 1 SIM S501 3 S501 3 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY /Layout: 22x34DRAWING FACILITY Advanced Engineering and Environmental Services, LLC. Water Tower Pl Business Ctr 6901 E Fish Lake Rd Ste 184 Maple Grove, MN 55369 (t) 763-463-5036 (f) 763-463-5037 www.ae2s.com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.SIGNATURE:___________________________________________________TYPED NAME: _KIRK DANIEL EHLKE_MARCH 28, 2022 REG. NO. #60003BIM 360://05409-2017-004 Otsego West WWTF Phase 1 Improvements/05409-2017-004-Otsego_West_FSB-S_v20.rvt9/12/2023 10:08:32 AMMAR 2022 05409-2017-004 KDE KDE KDE CONST.FULL BUILDING SECTIONSOTSEGO, MNCITY OF OTSEGOOTSEGO WEST WWTF PHASE 1 IMPROVEMENTSFSB S303 S303 2 FULL BUILDING SECTION S303 1 FULL BUILDING SECTION 0 2'4'6'8'10'12'14'SYMDATEDESCRIPTIONAPPR108/17/23FO #8KDE 960.00' CHANNEL 2 S314 4" PVC WATERSTOP 4" PVC WATERSTOP DOWEL-SEE STD DETAIL #5 @ 12" o/c VERT EACH FACE #5 @ 12" o/c HORIZ EACH FACE PROCESS GROUT COORDINATE SLOPE W/ FIELD ENGINEER CONCRETE SLAB-SEE OTHER DETAILS AND SCHEDULE PROCESS GATE CONCRETE SLAB-SEE OTHER DETAILS AND SCHEDULE PROCESS PIPE OPENING-PROVIDE ADDITIONAL FRAMING PER STANDARD DETAIL CONCRETE WALL BEYOND. PROVIDE (2) ADDITIONAL #4 x 8'-0" AT CORNER EACH FACE WALLS EXTEND THE WIDTH OF CHANNEL 966.00' FFE 960.00' CHANNEL 2 S303 1 FFE 954.00' CONCRETE SLAB - SEE PLAN TOPPING SLAB- COORDINATE W/ FIELD ENGINEER 4" PVC WATERSTOP 2" CLR2" CLRBACKFILL AS REQUIRED EXTEND TYPICAL WALL REINFORCING THROUGH SLAB EXTEND TYPICAL WALL REINFORCING THROUGH SLAB 1'-0"5'-4"1'-4"5'-1"1'-0" FOUNDATION WALL AND FOOTING -SEE OTHER DETAILS HYDROPHILIC WATERSTOP S312 3 #4 @ 12" o/c VERT W/ ACI 90 DEG HOOK INTO SLAB #4 @ 9" o/c HORIZ - EACH FACE #5 @ 6" O/C VERTS INSIDE FACE AT SUMP LEVEL - EXTEND ADDITIONAL BARS 4'-0" MINIMUM INTO LOWER WALL - (#5 @ 12" TYPICAL) #5 @ 12" O/C VERTS #5 @ 12" O/C HORIZ - EACH FACE GRADE SEE CIVIL 1 S314 PROVIDE WATERSTOP AT ALL WATER BEARING JOINTS WALL DOWELS NOTE-NOT ALL REINFORCING SHOWN-SEE OTHER DETAILS CONCRETE PRECAST WALL PANEL CONCRETE SLAB-SEE PLAN AND SCHEDULES 4" PVC WATERSTOP ADDITIONAL BARS AT CORNERS CONCRETE SLAB BEYOND SHEET PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY /Layout: 22x34DRAWINGPRELIMINARY   Advanced Engineering and Environmental Services, LLC Water Tower Pl Business Ctr 6901 E Fish Lake Rd Ste 184 Maple Grove, MN 55369 (t) 763-463-5036 (f) 763-463-5037 www.ae2s.com NOT FOR CONSTRUCTIONMILESTONEBIM 360://05409-2017-004 Otsego West WWTF Phase 1 Improvements/05409-2017-004-Otsego_West_FSB-S_v20.rvt9/12/2023 10:08:33 AMMAR 2022 05409-2017-004 KDE KDE KDE CONST.WALL SECTIONS AT RAW SUMPOTSEGO, MNCITY OF OTSEGOOTSEGO WEST WWTF PHASE 1 IMPROVEMENTSS314 S314 1 SECTION AT RAW SUMP S314 2 SECTION AT RAW SUMP 12"6"0 1'2'3'12"6"0 1'2'3' November 15, 2023 AE2S 6901 East Fish Lake Rd. Suite 184 Maple Grove, MN 55369-5457 ATTN: Scott Schaefer, PE Re: Otsego West WWTF Improvements Phase 1 RLCG Project No. 2215 Change Order Proposal #: 027 – Field Order 7, MTB Bldg Changes Scott, The total cost to make the changes shown in the attached Field Order 7 is $24,915.00. Attached is a breakout of the costs. Please let me know if you have any questions. Sincerely, Rice Lake Construction Group Matt Perpich Project Manager 2215 Otsego West WWTF Improvements Phasae 1 22360 County Road 12, PO Box 517 11/15/2023 Deerwood, MN 56444 27 HOURS $ RATE TOTAL RATE TOTAL RLCG Labor 22.00 HR 22.00 99.00$ $2,178.00 -$ $0.00 -$ -$ 2,178.00$ RLCG Material 1.00 LS -$ $0.00 $0.00 -$ -$ -$ -$ $0.00 $0.00 -$ -$ -$ Chappell 1.00 LS -$ $0.00 $0.00 13,701.00$ -$ 13,701.00$ Metro Manufacturing 1.00 LS -$ $0.00 $3,394.00 $3,394.00 -$ -$ 3,394.00$ Roof Tech 1.00 LS -$ $0.00 $0.00 3,232.00$ -$ 3,232.00$ -$ $0.00 $0.00 -$ -$ -$ -$ $0.00 $0.00 -$ -$ -$ -$ $0.00 $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ Misc. Small Tools and Mat'l 5% of Labor 1.00 ea 5.00%108.90$ Sales Tax 1.00 ea 7.375%250.31$ Totals 22.00 2,178.00$ 3,394.00$ 16,933.00$ -$ 22,864.21$ Rice Lake Mark-up on Subs (5%)846.65$ Rice Lake Mark-up on Labor, Material, and Equipment (15%)835.80$ Bond Cost (1.5%)368.20$ Total Change Order Proposal Request 24,915.00$ Days Requested 0 MATERIAL SUBCONTRACTOR TOTAL EQUIPMENT TOTAL LINE TOTALDESCRIPTIONQTYUNITLABOR RLCG PROJECT #: PROJECT NAME: DATE: COP: CHANGE ORDER PROPOSAL WE’RE ON TOP OF     October 20, 2023 Mr. Matt Perpich Rice Lake Contracting 22360 Co Rd 12 Deerwood, MN 56444 Re: Otsego WWTF – Field Order No. 7 Otsego, MN Mr. Perpich, We have reviewed Field Order number 7 for the above project and found the following changes: - Flashing in 3 Sets Ea – 4’ long sleepers with Crickets on the high side and Galvanized sheet metal caps (Supplied and installed By Others) Materials: $1,803.10 Labor: $ 868.00 Total Material and Labor: $2,671.10 10% Overhead: $ 267.11 Subtotal: $2,938.21 10% Profit: $ 293.82 Total Add Amount F.O. #7: $3,232.00 Please feel free to contact us with any questions that you may have. Sincerely, Brian D. Brezinka Vice President #1693 From:Gary Dewing Date:10/24/2023 Project: Otsego West WWTF Improvements Erection: Erection IS NOT included in base bid. Location:Otsego, MN To:Rice Lake (Michael Benson , Matt Perpich) Inclusions:Field Order 7, dated 10/13/2023 055000 - Metal Fabrications Membrane Treatment Building (MTB) A420 Stair 108, Layout Revision from Straight-Run to 90 degree Stair Added Shop Labor/Materials for Wall Rail TO Guardrailing (1) @ 15' Revise Shop Drawings already detailed Exclusions:Price (ADD): $3,394 (tax included) Best Regards, Gary Dewing Change Order Proposal METRO MANUFACTURING INC. & METRO ERECTORS INC. (WBE) 465 Kenny Road Saint Paul, MN 55130 PH: 651-776-5455 Fax: 651-776-2095 Otsego West WWTF Liquids Phase 1 March 2022 Otsego, Minnesota 00 63 36 - 1 Field Order FIELD ORDER NO.: 7 Owner: City of Otsego Owner’s Project No.: 4202302 Engineer: AE2S Engineer’s Project No.: P05409-2017-004 Contractor: Rice Lake Construction Group Contractor’s Project No.: Project: Otsego West WWTF Phase 1 Improvements Contract Name: Contract No. 1 Date Issued: 10/13/2023 Effective Date of Field Order: 10/13/2023 Contractor is hereby directed to promptly perform the Work described in this Field Order, issued in accordance with Paragraph 11.04 of the General Conditions, for minor changes in the Work without changes in Contract Price or Contract Times. If Contractor considers that a change in Contract Price or Contract Times is required, submit a Change Proposal before proceeding with this Work. Reference: Specification Section(s): NA Drawing(s) / Details (s): MTB A010, MTB A201, MTB A401, MTB A420, MTB M105, MTB M106 Description: Changes to the Membrane Treatment Building due to conflicts. - Lower level stairs rotated clockwise 90° to allow for more headroom with electrical duct banks. - Condensing units moved to roof. Attachments: MTB A010, MTB A201, MTB A401, MTB A420, MTB M105, MTB M106 Issued by Engineer By: Scott Schaefer Title: Project Manager Date: 10/13/2023 UP UP UP NUMBER WIDTH CAPACITY LOAD FACTOR EGRESS LOAD EGRESS WIDTH EGRESS FACTOR EGRESS CAPACITY ELEMENT ID NUMBER FIRE WALLS AND FIRE BARRIERS HAVING A REQUIRED FIRE-RESISTANCE RATING GREATER THAN 1 HOUR 4 HOUR RATED WALL ENCLOSURES FOR SHAFTS, INTERIOR EXIT STAIRWAYS AND INTERIOR EXIT RAMPS HORIZONTAL EXITS IN FIRE WALLS FIRE BARRIERS HAVING A REQUIRED FIRE-RESISTANCE RATING OF 1 HOUR - ENCLOSURES FOR SHAFTS, EXIT ACCESS STAIRWAYS, EXIT ACCESS RAMPS, INTERIOR EXIT STAIRWAYS AND INTERIOR EXIT RAMPS; AND EXIT PASSAGEWAY WALLS OTHER FIRE BARRIERS FIRE PARTITIONS - CORRIDOR WALLS OTHER FIRE PARTITIONS EXTERIOR WALLS SMOKE BARRIERS 2 HOUR RATED WALL 3 HOUR RATED WALL 1.5 HOUR RATED WALL 2 HOUR RATED WALL 2 HOUR RATED WALL 1 HOUR RATED WALL 1 HOUR RATED WALL 1 HOUR RATED PARTITION 1 HOUR RATED WALL 1 HOUR RATED WALL 4 HOUR RATED WALL 3 HOUR RATED WALL 1 HOUR RATED PARTITION 0.5 HOUR RATED PARTITION 0.5 HOUR RATED PARTITION 3 HOUR RATED WALL 3898.84 SF UPPER LEVEL 101 01 02 04 34 170 101 23 0.2 34 170 109A 21 0.2 34 170 108 37 0.2 68 340 106B 15 0.2 68 340 104B 0 0.2 05 03 344.38 SF NaClO TANKS 102 109 108 827.57 SF MECHANICAL 103 795.48 SF ELECTRICAL 104 01 01 01 36 0.3 120 37 36 0.3 120 21 4111.83 SF LOWER LEVEL 001 05 01 04 BUILDING STATISTICS: BUILDING FOOTPRINT: 6,000 SF LOWER LEVEL: 4,227 SF UPPER LEVEL: 4,789 SF MEZZANINE: 728 SF BUILDING HEIGHT: 22' APPLICABLE CODES: 2018 INTERNATIONAL BUILDING CODE MINNESOTA STATE BUILDING CODE, MINNESOTA STATUTES, 16B.59 TO 16B.75 2020 MINNESOTA MECHANICAL AND FUEL GAS CODE 2020 INTERNATIONAL FIRE CODE 2015 MINNESOTA PLUMBING CODE 2020 NATIONAL ELECTRICAL CODE 2018 INTERNATIONAL ENERGY CONSERVATION CODE 2009 ANSI A117.4 AND 2010 ADA NFPA 820 LIFE SAFETY CODE BUILDING CLASSIFICATION AND LIMITATIONS OCCUPANCY TYPE: F-1, H-4 OCCUPANCY SEPARATIONS: 2 HR: F-1/H-4 INCIDENTAL USE AREAS: MECHANICAL, ELECTRICAL AUTOMATIC SPRINKLER SYSTEM: SPRINKLERED ONLY IN H-4 SPACES CONSTRUCTION TYPE: II-B ALLOWABLE AREA: 15,500 SF ALLOWABLE BUILDING HEIGHT: 55'; 2 STORIES EGRESS: EGRESS BASED ON OCCUANT LOAD: 2 EXITS REQUIRED COMMON PATH OF TRAVEL: 75' EXIT ACCESS TRAVEL DISTANCE: 200' CORRIDORS: 1 HR RATED 677.67 SF MEZANNINE 201 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY /Layout: 22x34DRAWING FACILITYI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.SIGNATURE:___________________________________________________TYPED NAME: ADAM D. BARNETTMARCH 25, 2022 REG. NO. #50657Advanced Engineering and Environmental Services, LLC Water Tower Pl Business Ctr 6901 E Fish Lake Rd Ste 184 Maple Grove, MN 55369 (t) 763-463-5036 (f) 763-463-5037 www.ae2s.com JLG PROJ. NO.: 20164BIM 360://05409-2017-004 Otsego West WWTF Phase 1 Improvements/05409-2017-004_Otsego West WWTF_MTB_A_v20.rvt8/15/2023 10:36:58 AMMAR 2022 20164 ---- JLG CONST.LIFE SAFETY PLANSOTSEGO, MNCITY OF OTSEGOOTSEGO WEST WWTF PHASE 1 IMPROVEMENTSMTB A010 FLOOR AREA SCHEDULE NUMBER NAME AREA OCCUPANCY CLASSIFICATION (IBC CHAPTER 3) IBC CHAPTER 10 REMARKS LevelFUNCTION OF SPACE FLOOR AREA PER OCCUPANT SF PER OCC. MEASUREMENT OCCUPANT LOAD FIXED SEATS MAX. ALLOWABLE OCCUPANT LOAD 001 LOWER LEVEL 4,112 SF F-1 INDUSTRIAL AREA 100 GROSS 0 42 TFE 101 UPPER LEVEL 3,899 SF F-1 INDUSTRIAL AREA 100 GROSS 0 39 FFE 102 NaClO TANKS 344 SF H-4 ACCESSORY STORAGE, MECH EQUIPMENT ROOM 300 GROSS 0 2 FFE 103 MECHANICAL 828 SF F-1 ACCESSORY STORAGE, MECH EQUIPMENT ROOM 300 GROSS 0 3 FFE 104 ELECTRICAL 795 SF F-1 ACCESSORY STORAGE, MECH EQUIPMENT ROOM 300 GROSS 0 3 FFE 201 MEZANNINE 678 SF UNOCCUPIED UNOCCUPIED SPACE 0 MEZZANINE IS UNCONDITIONED, EXTERIOR SPACE TO PROVIDE ACCESS TO PROCESS/MECHANICAL EQUIPMENT. MEZZANINE 10,656 SF 0 89 TRAVEL DISTANCE Travel Distance Path ID Level 98'-0" 01 56'-5" 02 40'-2" 03 84'-2" 04 82'-3" 05 LIFE SAFETY LEGEND 0 16'32' NO SCALEA010 1 UPPER LEVEL LIFE SAFETY PLAN NO SCALEA010 2 LOWER LEVEL LIFE SAFETY PLAN BUILDING CODE INFORMATION 0 16'32'0 16'32' NO SCALEA010 3 MEZZANINE LIFE SAFETY KEYNOTES KEYNOTE DESCRIPTION 01 FIRE EXTINGUISHER SYMDATEDESCRIPTIONAPPR108/15/23FO #7AB1 1 T T TT T T T UP UP UP FLOOR PLAN GENERAL NOTES A. COORDINATE PARTITION FIRE RATED REQUIREMENTS AS INDICATED ON LIFE SAFETY PLANS B. TYPICALLY INSTALL SOAP DISPENSERS AND PAPER TOWEL DISPENSER AT ALL SINKS UNLESS NOTED OTHERWISE. C. COORDINATE DIMENSIONS W/ ASTERISK (IE - *X'-X") W/ EQUIPMENT VENDOR. D. PROVIDE BULLNOSE ON ALL CMU OUTSIDE CORNERS - TYPICAL. E. FOR INTERIOR METAL STUD CONSTRUCTION ALL DIMENSIONS ARE TO FACE OF METAL STUDS UNLESS NOTED OTHERWISE. F. ALL DIMENSIONS INDICATED AS 'CLEAR' ARE TO FACE OF FINISH (GYPSUM, TILE, ETC.). G. ALL MASONRY DIMENSIONS ARE TO FACE OF MASONRY UNLESS NOTED OTHERWISE. H. ALL EXTERIOR OPENING DIMENSIONS ARE ROUGH OPENINGS. I. COORDINATE ALL FLOOR OPENING DIMENSIONS AND CLEARANCES FOR DUCTWORK W/ MECHANICAL CONTRACTOR - TYPICAL. J. COORDINATE AND/OR CONFIRM ANY DIMENSIONAL DISCREPENCIES WITH ARCHITECT PRIOR TO INSTALLATION. 4 AA 2 A401 1 A401 A301 2 A301 4 A3013 A301 1 80'-0"6'-0"10'-8"5'-4"5'-4"15'-4"40'-0 1/2"12'-0"12'-0"13'-4"6'-4"6'-4"12'-4"4'-4"4'-4" 3'-0" 8'-0" 3'-0" 1'-4" 10'-8" 8'-0" 1'-4" 36'-0" XC20 XC20 XC21 AC8.1 AC8.1 AC8.1 AC8.2 AC8.1 PUMP ROOM 101 EQUIPMENT 104 INDUSTRIAL AREA 103 CHEMICAL FEED 102 MECHANICAL 105 STAIR 108 ELECTRICAL 106 101 102A103 104A 106A 108109A OH102B 105 STAIR 109 104B 106B OH101 AC8.1 CORRIDOR 107 3 A401 AC8.2 01 CC DD 4.5 5 5.2 65.6 6.5 7 7.5 8 8.5 14'-0" 10'-4" 4'-10" 15'-2" 6'-0" 10'-0" 10'-9" 3'-9" 1'-4"3'-10" ______ A420 6 ______ A420 4 4 A501 3 A501 2 A501 1 A501 109B ______ A220 5 03 04 04 05 06 07 07 07 07 AC8.2 08 08 5.3 09 BB A B 107AC8.1 14'-0" 10'-4" 4'-10" 5'-4" 9'-10" 6'-0" 10'-0" 10'-9" 3'-9" 1'-4" 3'-10" 80'-0"5"3'-0"10'-10"3'-0"3'-0" 4'-7" 11'-6 1/4" 6'-6"4'-6"5'-9"7'-7 3/4"7'-8 1/4"AC8.2 M836'-2"17'-4"16'-2"5'-4"5'-9 1/2"73'-8"12 12 12 12 12 12 12 13 13 13 XC20 ______ A005 15 TYP. 05 A201 4 ______ A421 4 Sim XC21 5 A501 6 A501 ______ A203 2 ______ A203 2 4'-4 1/4" 15 A007 HM1 13'-4"8" 4 AA 2 A401 1 A401 3 A401 PUMP ROOM 001 CC DD 4.5 5 5.2 65.6 6.5 7 7.5 8 8.5 FILTRATE STORAGE TANK 002 WAS STORAGE TANK 003 MEMBRANE TANK DISTRIBUTION CHANNEL 004 MEMBRANE TANK NO. 1 005 MEMBRANE TANK NO. 2 006 MEMBRANE TANK NO. 3 007 ______ A420 5 ______ A420 3 4 A501 3 A501 2 A501 1 A501 02 5.3 09 10 80'-2" BB A B 1'-3"2'-0"14'-0" 10'-4" 4'-10" 5'-4" 9'-10" 6'-0" 10'-0" 10'-9" 3'-9" 1'-4" 3'-10"4'-1"CLEAR18'-0"CLEAR 17'-2" CLEAR 13'-4" 4'-0" 3'-2" CLEAR 13'-6" CLEAR 13'-6" CLEAR 13'-6"4'-4"19'-4"VIF20'-8"VIF5'-8"VIF3'-8"4'-5 1/2"75'-0"36'-2"17'-4"16'-2"5'-4"ELEV. = 939.00' XC10 XC10 FL1.0 5 A501 6 A501 2 4 3 A401 DD 4.5 5 5.2 5.3 14'-0" 3'-4" SERVICE MEZZANINE 201 20111 11 11 ______ A421 4 8 A421 4'-4 1/4" AC8.1 AC8.1 XC20 XC21 35'-4"14'-2"4'-10"FL1.0 ELEV. = 969.50' 955.00' FFE2'-10"<EPXY CTOP-1> <LAB CASE-1> B2:30 BS1:30 B2:30B2:21 B2:30 B2:15F F CHASE WALLS 10' HEIGHT PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY /Layout: 22x34DRAWING FACILITYI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.SIGNATURE:___________________________________________________TYPED NAME: ADAM D. BARNETTMARCH 25, 2022 REG. NO. #50657Advanced Engineering and Environmental Services, LLC Water Tower Pl Business Ctr 6901 E Fish Lake Rd Ste 184 Maple Grove, MN 55369 (t) 763-463-5036 (f) 763-463-5037 www.ae2s.com JLG PROJ. NO.: 20164BIM 360://05409-2017-004 Otsego West WWTF Phase 1 Improvements/05409-2017-004_Otsego West WWTF_MTB_A_v20.rvt8/15/2023 10:37:07 AMMAR 2022 20164 -- -- JLG CONST.FLOOR PLANSOTSEGO, MNCITY OF OTSEGOOTSEGO WEST WWTF PHASE 1 IMPROVEMENTSMTB A201 SHEET MATERIAL ID LIST MATERIAL ID SPEC SECTION & DESCRIPTION EPXY CTOP-1 12 3600 - EPOXY RESIN COUNTERTOP LAB CASE-1 12 3553.19 - WOOD LABORATORY CASEWORK FLOOR PLAN KEYNOTES KEYNOTE DESCRIPTION 01 SEE STRUCTURAL FOR FLOOR CONSTRUCTION 02 PERIMETER DRAIN TILE 03 OVERFLOW SCUPPER AT GRADE; PROVIDE CONCRETE SPLASH BLOCK PER GENERAL NOTE 04 42" HIGH REMOVABLE ALUMINUM PIPE GUARDRAIL 05 WALL, T.O. WALL 30" A.F.F. 06 WALL, T.O. WALL 96" A.F.F. 07 <MTL FAB-2>: PIPE BOLLARD, SEE SPEC. 08 STAINLESS MUD VALVES IN CONTAINMENT AREAS 09 MOP SINK, REF. TO PLUMBING DRAWINGS 10 UTILITY SINK, REF. TO PLUMBING DRAWINGS 11 INSTALL <INSUL-26>, 2" THICK, Z-FURRINGS AND <CEMENT BD-1> UP TO ROOF DECK ABOVE. TAPE AND MUD FINISH 12 STOOP OR DOOR APRON, SEE STRUCTURAL 13 TANK ACCESS HATCH, SEE PROCESS XX NO SCALEA201 1 UPPER LEVEL PLAN NO SCALEA201 2 LOWER LEVEL PLAN 0 4'8'12'16'20' NO SCALEA201 3 MEZZANINE NO SCALEA201 4 PUMP ROOM CASEWORK R O N T H CONSTR ACTUAL R O N T H CONSTR ACTUAL SYMDATEDESCRIPTIONAPPR108/03/22FO #1AB208/15/23FO #7AB1 955.00' FFE AA 983.00' PARAPET 1 A401 977.75' HIGH ROOF CC DD 976.00' LOW ROOF 960.00' NORTH PRECAST 969.50' MEZZANINE BB A B XC20 RA1 XC20 PUMP ROOM 101 PUMP ROOM 101 PUMP ROOM 001 PUMP ROOM 101 FILTRATE STORAGE TANK 002 FL1.0______ A006 16 ______ A005 6SIM.______ A005 6SIM. 955.00' FFE 4 2 A401 983.00' PARAPET 3 A401 977.75' HIGH ROOF 4.5 5 5.2 65.6 6.5 7 7.5 8 8.5 976.00' LOW ROOF 960.00' NORTH PRECAST 5.3 969.50' MEZZANINE PUMP ROOM 001 CORRIDOR 107 PUMP ROOM 101 ELECTRICAL 106 STAIR 109 XC20 XC20 RA1 FL1.0 ______ A005 6SIM.______ A005 6 SIM. ______ A006 16SIM. ______ A006 16SIM.7 A420 955.00' FFE AA 983.00' PARAPET 1 A401 977.75' HIGH ROOF CCDD 976.00' LOW ROOF 960.00' NORTH PRECAST 969.50' MEZZANINE BBAB XC20 PUMP ROOM 101 SERVICE MEZZANINE 201 EQUIPMENT 104 ELECTRICAL 106 STAIR 108 PUMP ROOM 001 MEMBRANE TANK DISTRIBUTION CHANNEL 004 XC20 RA1 MEMBRANE TANK NO. 3 007 FL1.0 ______ A501 5 Sim ______ A401 4 ______ A005 6 SIM. ______ A006 16 SIM.SEE STRUCT.2"2"CONCRETE TOPPING HIGH COMPRESSION RIGID INSULATION HOLLOW CORE SLAB 5/8" CEMENT BOARD <INSUL-26> <FUR-2> WALL, SEE PLAN SHEET RE-ISSUED BY ADDENDUM NO. 3 PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY /Layout: 22x34DRAWING FACILITYI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.SIGNATURE:___________________________________________________TYPED NAME: ADAM D. BARNETTMARCH 25, 2022 REG. NO. #50657  Advanced Engineering and Environmental Services, LLC Water Tower Pl Business Ctr 6901 E Fish Lake Rd Ste 184 Maple Grove, MN 55369 (t) 763-463-5036 (f) 763-463-5037 www.ae2s.com JLG PROJ. NO.: 20164BIM 360://05409-2017-004 Otsego West WWTF Phase 1 Improvements/05409-2017-004_Otsego West WWTF_MTB_A_v20.rvt8/15/2023 10:37:11 AMMAR 2022 20164 -- -- JLG CONST.BUILDING SECTIONSOTSEGO, MNCITY OF OTSEGOOTSEGO WEST WWTF PHASE 1 IMPROVEMENTSMTB A401 SHEET MATERIAL ID LIST MATERIAL ID SPEC SECTION & DESCRIPTION FUR-2 09 2116 -ZEE FURRING INSUL-26 07 2100 - MINERAL FIBER BOARD INSULATION NO SCALEA401 2 BUILDING SECTION NO SCALEA401 1 BUILDING SECTION NO SCALEA401 3 BUILDING SECTION 0 4'8'12'16'20' 0 4'8'12'16'20'0 4'8'12'16'20' NO SCALEA401 4 SERVICE MEZZANINE FLOOR 1 1 1 SYMDATEDESCRIPTIONAPPR104/21/22ADDENDUM #3AB208/15/23FO #7AB2 UP UP AA CC 7.5 8 8.5 STAIR 109 2 A420 4'-8" BB CLEAR 3'-0" 7 A421 Typ 109A109BLANDING3'-0"13 T.R. @ 11" EA.11'-0"6'-0"AA 5 5.2 STAIR 108 1 A420 5.3 BB 7 A421 Typ CC 7.5 8 8.5 2 A420 BB 13 TR. @ 11" EA.11'-0"LANDING3'-0"15 TR. @ 11" EA.13'-9"27'-9"CLEAR 3'-0" 7 A421 TypAA 1 A401 4.5 5 5.2 1 A420 5.3 BB 11 TR. @ 11" EA.10'-1"LANDING3'-0"2"7 A421 Typ CLEAR 3'-0" 17 TR. @ 11" EA. 15'-7" 1'-0"1'-0" 1'-0" 7 A420 3"1'-0"1'-0"9" 955.00' FFE AA CC DDBB 13 TR. @ 11" EA. 11'-0" LANDING 3'-0" 15 TR. @ 11" EA. 13'-9"13 RISERS @ 6.855" EA.7'-5 1/4"15 RISERS @ 6.855" EA.8'-6 3/4"______ A421 2 Typ 6 A421 TYP ______ A421 5 ______ A421 3 Typ 955.00' FFE 4 4.5 5 5.2 5.3 17 TR. @ 11" EA. 15'-7"17 RISERS @ 6.855" EA.9'-8 1/2"11 RISERS @ 6.855" EA.6'-3 1/2"______ A421 2 Typ ______ A421 5 6 A421 TYP 7 A420 Sim A. ALL RAILINGS SHALL BE OF PIPE AND TUBE CONSTRUCTION; 1-1/4" I.D. PIPE, U.N.O. B. ALL STAIRS AND RAILINGS SHALL BE GALVANIZED STEEL PAN W/ CONCRETE FILLED TREADS U.N.O. C. GRIND AND SMOOTH ALL RAILING WELDS TO TYPE 1 FINISH. D. SEE SHEET 6/A551 FOR ALL GUARDRAIL SUPPORTS U.N.O. E. SEE SHEET A006 FOR ALL ACCESSORY MOUNTING HEIGHTS AND RAILING EXTENSION. F. GUARDRAILS SHALL BE HELD 3" FROM AJOINING PERPENDICULAR WALL FACES U.N.O. G. ALL STAIR TREADS SHALL HAVE A CLEAR WIDTH OF 3' MIN. U.N.O. VERTICAL CIRCULATION GENERAL NOTES 955.00' FFE AA 939.00' TFE 1 A401 1 A420 BB ______ A421 3 Typ ______ A421 2 TypSim ______ A421 7 Typ 6 A421 TYP PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY /Layout: 22x34DRAWING FACILITYI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.SIGNATURE:___________________________________________________TYPED NAME: ADAM D. BARNETTMARCH 25, 2022 REG. NO. #50657Advanced Engineering and Environmental Services, LLC Water Tower Pl Business Ctr 6901 E Fish Lake Rd Ste 184 Maple Grove, MN 55369 (t) 763-463-5036 (f) 763-463-5037 www.ae2s.com JLG PROJ. NO.: 20164BIM 360://05409-2017-004 Otsego West WWTF Phase 1 Improvements/05409-2017-004_Otsego West WWTF_MTB_A_v20.rvt10/12/2023 12:16:01 PMMAR 2022 20164 ---- JLG CONST.VERTICAL CIRCULATIONOTSEGO, MNCITY OF OTSEGOOTSEGO WEST WWTF PHASE 1 IMPROVEMENTSMTB A420NO SCALEA420 6 STAIR 109 UPPER LEVEL NO SCALEA420 4 STAIR 108 UPPER LEVEL PLAN NO SCALEA420 5 STAIR 109 LOWER LEVEL NO SCALEA420 3 STAIR 108 LOWER LEVEL PLAN NO SCALEA420 2 STAIR 109 SECTIONNO SCALEA420 1 STAIR 108 SECTION SHEET MATERIAL ID LIST MATERIAL ID SPEC SECTION & DESCRIPTION 0 1'12"6"SYMDATEDESCRIPTIONAPPR108/15/23FO #7AB1 NO SCALEA420 7 STAIR 108 SECTION 2 1 1 1 T T TT T T T 2 M105 OA EAFA RA WL-2- MOUNT BOTTOM @ 9'-4" A.F.F. EF-1 MOUNT @ 9'-4" A.F.F. EF-2 MOUNT @ 9'-4" A.F.F. 32x1432x14 32x14 OA (STACKED) ERV-1 MOUNT BOTTOM @ 12'-4" A.F.F. ERV-2 MOUNT BOTTOM @ 8'-8" A.F.F. 32x14 RA B.O.D. (10' -2") FIRE DAMPER FIRE DAMPER FIRE DAMPER FIRE DAMPER MAU-3 MAU-2 ON 3" CONCRETE PAD ON 3" CONCRETE PAD24x18 SAB.O.D. (14' -0")36x24 WG 36x24 WG 16x8 SR-2 600 CFM (TYP OF 6) 24x1224x18 24x18 24x18 WL-3- MOUNT BOTTOM @ 8'-0" A.F.F. 10x10 UP TO EF-4 ON ROOF. PROVIDE 12x12 x 2" HIGH WATERTIGHT DRIP PAN LOCATED 12" BELOW OPENING. MD-5 16x16 FROM 8" BELOW CEILING UP TO EF-4 ON ROOF. PROVIDE 18x18 x 2" HIGH WATERTIGHT DRIP PAN LOCATED 12" BELOW OPENING. WL-4- AIR FILTER AF-1. PROVIDE FILTER PULL SPACE MOUNT BOTTOM @ 7'-6" A.F.F. GUH-1 MOUNT BOTTOM @ 10'-0" A.F.F. 3" DIA GAS VENT/COMB. AIR UP TO ROOF TERMINATION. TERMINATE AT 31' ABOVE GRADE. EH-11 EH-12 EH-13 EH-14 GUH-2 GUH-3 MOUNT BOTTOM @ 8'-0" A.F.F. MOUNT BOTTOM @ 8'-0" A.F.F. 3" DIA GAS VENT/COMB. AIR UP TO ROOF TERMINATION. TERMINATE AT 31' ABOVE GRADE. ACU-2 ACU-4 ACU-3 ROUTE REFRIGERANT PIPING TO/FROM ACU & CU. SIZE PER MANUFACTURER'S RECOMMENDATIONS. SEAL WALL PENETRATIONS. ROUTE REFRIGERANT PIPING TO/FROM ACU & CU. SIZE PER MANUFACTURER'S RECOMMENDATIONS. SEAL WALL PENETRATIONS. ROUTE REFRIGERANT PIPING TO/FROM ACU & CU. SIZE PER MANUFACTURER'S RECOMMENDATIONS. SEAL WALL PENETRATIONS. MD-1MD-3 MD-2 MD-4 MD-6 BRIDGE CRANE COVERAGE FIRE DAMPER 24/18 DOWN EH-20 32x14 RA B.O.D. (15' -9") 32x24 32x14 32x14 32x14 ACU-4 CORRIDOR 107 EQUIPMENT 104 ELECTRICAL 106 CHEMICAL FEED 102 INDUSTRIAL AREA 103 PUMP ROOM 101 EH-21 EDH-1 12x6 SR-1 320 CFM SUPPORT FROM STRUCTURE AT 13'-6" A.F.F. SUPPORT FROM STRUCTURE AT 11'-0" A.F.F. SUPPORT FROM STRUCTURE AT 11'-0" A.F.F. EF-4 3 M10524x18 SAB.O.D. (10' -0")A.P. A.P. A.P. A.P. A.P.18x1818x18PUMP ROOM 101 F.F.E. = 955.00 A 4 5 6 7 84.5 5.2 5.6 6.5 7.5 8.5 EDH-2 SECURELY HANG FROM STRUCTURE @ 10'-0" A.F.F. 8x8 SR 8x8 6Ø WALL CAP SERVICE MEZZANINE ABOVE. SEE SHEET M106 FOR MORE WORK. MAU CONTROL PANEL 4 FD 36x24 WG 14x32 32x14 24x32 24x18 MAU-2 MAU-3 ERV-1 ERV-2 72x40 14x32 (STACKED) 14x32 14x32 14x32MD-3 MD-1 24x32 18x24 FD FD 0 4'8'2' M105 1 UPPER LEVEL HVAC PLAN PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY /Layout: 22x34DRAWING FACILITYI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.SIGNATURE:___________________________________________________TYPED NAME: ZACHARY C. THOMPSONMARCH 28, 2022 REG. NO. #57835  Advanced Engineering and Environmental Services, LLC Water Tower Pl Business Ctr 6901 E Fish Lake Rd Ste 184 Maple Grove, MN 55369 (t) 763-463-5036 (f) 763-463-5037 www.ae2s.comBIM 360://05409-2017-004 Otsego West WWTF Phase 1 Improvements/05409-2017-004-Otsego_West_MTB-M_v20.rvt8/28/2023 11:07:41 AMMAR 2022 05409-2017-004 DAS ZCT SRS CONSTRUCT UPPER LEVEL HVAC PLANOTSEGO, MNCITY OF OTSEGOOTSEGO WEST WWTF PHASE 1 IMPROVEMENTSMTB M105 GENERAL NOTES: 1. SEAL ALL PENETRATIONS OF MECHANICAL AND ELECTRICAL ROOM WALLS. 2. MAINTAIN REQUIRED CLEARANCES IN FRONT OF AND DIRECTLY OVER ALL ELECRICAL PANELS IN ELECTRICAL ROOM. COORDINATE WITH DIVISION 26. 3. REFER TO ELECTRICAL PLANS FOR NEC SPACE RATINGS. 4. COORDINATE DUCT ROUTING WITH OVERHEAD DOOR AND BRIDGE CRANE LOCATIONS. 8'16'4'0 M105 2 MAU-2 SECTION 8'16'4'0 M105 3 MAU-3 SECTION SYMDATEDESCRIPTIONAPPR28/15/22FO #2ZCT48/28/23FO #7ZCT 6" ROOF DRAIN 2846 SQ. FT. 6" OVERFLOW ROOF DRAIN 6" OVERFLOW ROOF DRAIN 6" ROOF DRAIN 2846 SQ. FT. EF-4 EF-3 CU-4 CU-3 CU-2 MOUNT TO ROOF RAILS.MOUNT TO ROOF RAILS. MOUNT TO ROOF RAILS. 4 2' - 0"2' - 0" SERVICE MEZZANINE 201 F.F.E. = 969.5 WL-5- AIR FILTER AF-2. PROVIDE FILTER PULL SPACE MOUNT BOTTOM @ 4'-0" A.F.F. BACKDRAFT DAMPER MD-7 16x16 FROM BELOW UP TO EF-4 ON ROOF. 3" DIA GAS VENT/COMB. AIR FROM BELOW UP TO ROOF TERMINATION. TERMINATE AT 31' ABOVE GRADE. 24x18 8'16'4'0 M106 1 ROOF MECHANICAL PLAN PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY /Layout: 22x34DRAWING FACILITYI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.SIGNATURE:___________________________________________________TYPED NAME: ZACHARY C. THOMPSONMARCH 28, 2022 REG. NO. #57835  Advanced Engineering and Environmental Services, LLC Water Tower Pl Business Ctr 6901 E Fish Lake Rd Ste 184 Maple Grove, MN 55369 (t) 763-463-5036 (f) 763-463-5037 www.ae2s.comBIM 360://05409-2017-004 Otsego West WWTF Phase 1 Improvements/05409-2017-004-Otsego_West_MTB-M_v20.rvt10/11/2023 11:10:56 AMMAR 2022 05409-2017-004 DAS ZCT SRS CONSTRUCT ROOF AND MEZZANINE MECHANICAL PLANOTSEGO, MNCITY OF OTSEGOOTSEGO WEST WWTF PHASE 1 IMPROVEMENTSMTB M106 0 4'8'2' M106 2 MEZZANINE HVAC PLAN SYMDATEDESCRIPTIONAPPR28/15/22FO #2ZCT48/28/23FO #7ZCTGENERAL NOTES: 1. MAINTAIN MINIMUM 10' SEPARATION BETWEEN MECHANICAL EQUIPMENT AND ROOF EDGE. 4 November 20, 2023 AE2S 6901 East Fish Lake Rd. Suite 184 Maple Grove, MN 55369-5457 ATTN: Scott Schaefer, PE Re: Otsego West WWTF Improvements Phase 1 RLCG Project No. 2215 Change Order Proposal #: 028 – MTB, FSB and BB Roofing Material Escalation Scott, As noted in the addendum, Rice Lake and our vendors were to not carry the escalation risk in our bid as the City would be taking that on. The total escalation on the roofing material for the MTB, FSB and BB roofs is $32,490.00. Attached is a breakout of the costs. Please note that the escalation costs for the ADM and PTB roofs are not included in this proposal, and they will be submitted at a later date. The roofs for these two buildings are still 6+ months out and pricing could change by then. So, to avoid multiple escalation proposals for the same material, we will provide one proposal for those roofs as we get closer to the work happening. Please let me know if you have any questions. Sincerely, Rice Lake Construction Group Matt Perpich Project Manager 2215 Otsego West WWTF Improvements Phasae 1 22360 County Road 12, PO Box 517 11/20/2023 Deerwood, MN 56444 28 HOURS $ RATE TOTAL RATE TOTAL RLCG Labor 0.00 HR 0.00 99.00$ $0.00 -$ $0.00 -$ -$ -$ RLCG Material 0.00 LS -$ $0.00 $0.00 -$ -$ -$ -$ $0.00 $0.00 -$ -$ -$ -$ $0.00 $0.00 -$ -$ -$ -$ $0.00 $0.00 -$ -$ -$ Roof Tech 1.00 LS -$ $0.00 $0.00 32,010.00$ -$ 32,010.00$ -$ $0.00 $0.00 -$ -$ -$ -$ $0.00 $0.00 -$ -$ -$ -$ $0.00 $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ Misc. Small Tools and Mat'l 5% of Labor 1.00 ea 5.00%-$ Sales Tax 1.00 ea 7.375%-$ Totals - -$ -$ 32,010.00$ -$ 32,010.00$ Rice Lake Mark-up on Subs (5%)-$ Rice Lake Mark-up on Labor, Material, and Equipment (15%)-$ Bond Cost (1.5%)480.15$ Total Change Order Proposal Request 32,490.00$ Days Requested 0 RLCG PROJECT #: PROJECT NAME: DATE: COP: CHANGE ORDER PROPOSAL MATERIAL SUBCONTRACTOR TOTAL EQUIPMENT TOTAL LINE TOTALDESCRIPTIONQTYUNITLABOR WE’RE ON TOP OF     November 30, 2022 Updated Pricing: 10-25-2023 and Additional Notes Mr. Matt Perpich Rice Lake Contracting 22360 Co Rd 12 Deerwood, MN 56444 Re: Otsego WWTF Otsego, MN Mr. Perpich, Our bid confirmation and scope description for the above referenced project, is as follows . . . Section 07 31 13: Asphalt Shingles Section 07 53 00: Elastomeric Membrane Roofing Section 07 62 00: Sheet Metal Flashing and Trim (Roof Related Only) Section 07 72 00: Roof Accessories (Roof Hatch) Updated Bid Amount: $615,485.00 The above pricing INCLUDES the following:  Firestone Non-Reinforced 60 mil Adhered EPDM roofing system  Manufactures 20 Yr Warranty  Flat Roof Decks - ¼” per foot Tapered Polyisocyanurate insulation – 6 ½” Min  Struct Sloped Roof Decks – 2 layers of 3” Polyisocyanurate Insulation with Crickets to direct the water to the drains/scuppers  ½” Dens Deck Thermal Barrier at Steel Roof Decks only  Firestone V-Force Vapor Barrier  .032 Prefinished Aluminum in a standard, non-metallic color. This will include the coping cap, counter flashing, scuppers and down spouts  Flashing in the following items: o Three (3) roof curbs o Six (6) sleepers o Fourteen (14) Pipe penetrations  2 Ea – Roof Hatches – 3’1”x4’11” with a safety rail  GAF Cool Series Shingles  Union Labor  Roof Tech Standard Insurance  Addenda 1 - 4 have been reviewed  All necessary Sales Taxes  Above pricing based on the drawings dated – Construction Set – March 2022 The above pricing EXCLUDES the following:  Any work on the existing buildings  Any additional sheet metal not noted above  Flashing in any additional curbs or pipes other than noted above Page 1 of 2 WE’RE ON TOP OF     Premium or Custom Color Sheet Metal  Wood Blocking, and insulation within or behind the wood blocking  Walkway pads  Snow/Ice/Water Removal  Premium for a bond Breakout By Building: Building Name: Original Price: 10-25-23 Updated Price: Increase Amount: Blower Building $46,600.00 $51,380.00 $4,780.00 (10%) Fine Screen Bldg $97,300.00 $111,420.00 $14,120.00 (14%) Admin Building $242,945.00 $276,670.00 $33,725.00 (13%) Memb Treatment $107,000.00 $120,110.00 $13,110.00 (12%) Building Pretreatment Bldg $26,135.00 $55,905.00 $29,770.00 (113%) Totals: $519,980.00 $615,485.00 $95,505.00 (18%) OPTION FOR PRETREATMENT BUILDING:  Change the Shingles to a GAF Timberline HDZ Shingle – All Other Components will remain as originally proposed. Add Amount to our Original Price: $2,600.00 LEAD TIMES: Shop Drawings: 5 Weeks Polyisocyanurate Insulation: See Below EPDM Membrane and Accessories: See Below Dens Deck Boards: 3-4 Weeks Vapor Retarder: See Below **If awarded the project, a Force Majeure clause must be added to the contact. **Final Contact amount will be determined by viewing the additional plans as they are available and the Price of the insulation at the delivery date to the site. **For any Additional price increases announced after today’s date, will require us to revise our proposal/contact amount to include these price escalations. Page 2 of 3 WE’RE ON TOP OF    Current lead times are as follows: EPDM – 1-2 weeks EPDM Accessories most at 1-2 weeks ISO – 1-2 weeks TPO – 1-2 weeks TPO Accessories most at 3-4 weeks -some at 6-8 weeks PVC – 6-8 weeks PVC Accessories most at 6-8 weeks (NA) Fasteners and Plates – 2 weeks as allowed by Managed Availability or as provided on short notice. Metal Flat Sheet – 3-4 days Coil and Cut Sheet – 4-5 days Standing Seam Panels – 13-14 days Delta Panels – 22-25 days Custom Colors – 6-8 weeks **** The Cool Series Shingles are no longer a locally stocked item. They are Manufactured in Shafter, CA and now have a Full Pallet (16 Sq) minimum order. There is a 4 pallet minimum LTL pick up from Shafter, CA plant. So the minimum order is now 64 Sq for a 7 Sq project and have a 6-8 week lead time. NOTE: 1) Our Bid proposal will only be honored for 30 days. 2) Pricing subject to change as we are in a volatile market. Please feel free to contact us with any questions that you may have. Sincerely, Brian D. Brezinka Vice President December 4, 2023 AE2S 6901 East Fish Lake Rd. Suite 184 Maple Grove, MN 55369-5457 ATTN: Scott Schaefer, PE Re: Otsego West WWTF Improvements Phase 1 RLCG Project No. 2215 Change Order Proposal #: 029 – Helical Piers at Blower Building Scott, During the installation of the helical piers at the Blower Building, it was found that the piers needed to be drilled deeper than planned to obtain the correct torsional resistance. The total cost to install the deeper piers is $15,458.00. Attached is a breakout of the costs. Please let me know if you have any questions. Sincerely, Rice Lake Construction Group Matt Perpich Project Manager 2215 Otsego West WWTF Improvements Phasae 1 22360 County Road 12, PO Box 517 12/4/2023 Deerwood, MN 56444 29 HOURS $ RATE TOTAL RATE TOTAL RLCG Labor HR 0.00 99.00$ $0.00 -$ $0.00 -$ -$ -$ RLCG Material LS -$ $0.00 $0.00 -$ -$ -$ -$ $0.00 $0.00 -$ -$ -$ LS -$ $0.00 $0.00 -$ -$ -$ LS -$ $0.00 $0.00 -$ -$ -$ Atlas Foundations 1.00 LS -$ $0.00 $0.00 14,504.00$ -$ 14,504.00$ -$ $0.00 $0.00 -$ -$ -$ -$ $0.00 $0.00 -$ -$ -$ -$ $0.00 $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ Misc. Small Tools and Mat'l 5% of Labor 1.00 ea 5.00%-$ Sales Tax 1.00 ea 7.375%-$ Totals - -$ -$ 14,504.00$ -$ 14,504.00$ Rice Lake Mark-up on Subs (5%)725.20$ Rice Lake Mark-up on Labor, Material, and Equipment (15%)-$ Bond Cost (1.5%)228.44$ Total Change Order Proposal Request 15,458.00$ Days Requested 0 RLCG PROJECT #: PROJECT NAME: DATE: COP: CHANGE ORDER PROPOSAL MATERIAL SUBCONTRACTOR TOTAL EQUIPMENT TOTAL LINE TOTALDESCRIPTIONQTYUNITLABOR Project: 22146 Customer:Rice Lake Construction Group 7551 Lancaster Ave NE Start Date: Foreman: Nicholas Otsego, MN 55301 Finish Date: Estimator: Jamie Base Length (ft) = 11.0 No. Size 5 10' 1 2 7/8 1 3 4 2,100 6800 46.0 0.0 46.0 64.6 32.3 2 2 7/8 1 3 4 2,100 6800 46.0 0.0 46.0 64.6 32.3 3 2 7/8 1 3 4 2,100 6800 46.0 0.0 46.0 64.6 32.3 4 2 7/8 1 3 4 2,100 6800 46.0 0.0 46.0 64.6 32.3 5 2 7/8 1 3 4 2,100 6800 46.0 0.0 46.0 64.6 32.3 6 2 7/8 1 3 4 2,100 6800 46.0 0.0 46.0 64.6 32.3 7 2 7/8 1 3 4 2,100 6800 46.0 0.0 46.0 64.6 32.3 8 2 7/8 1 3 4 2,100 6800 46.0 0.0 46.0 64.6 32.3 9 2 7/8 1 3 4 2,100 6800 46.0 0.0 46.0 64.6 32.3 10 2 7/8 1 3 4 2,100 6800 46.0 0.0 46.0 64.6 32.3 11 2 7/8 1 3 4 2,100 6800 46.0 0.0 46.0 64.6 32.3 12 2 7/8 1 3 4 2,100 6800 46.0 0.0 46.0 64.6 32.3 13 2 7/8 1 3 4 2,100 6800 46.0 0.0 46.0 64.6 32.3 14 2 7/8 1 3 4 2,100 6800 46.0 0.0 46.0 64.6 32.3 15 2 7/8 1 3 4 2,100 6800 46.0 0.0 46.0 64.6 32.3 16 2 7/8 1 3 4 2,100 6800 46.0 0.0 46.0 64.6 32.3 17 2 7/8 1 3 4 2,300 7700 46.0 0.0 46.0 73.2 36.0 18 2 7/8 1 3 4 2,300 7700 46.0 0.0 46.0 73.2 36.0 19 2 7/8 1 3 4 2,100 6800 46.0 0.0 46.0 64.6 32.3 20 2 7/8 1 3 4 2,100 6800 46.0 0.0 46.0 64.6 32.3 21 2 7/8 1 3 4 2,100 6800 46.0 0.0 46.0 64.6 32.3 22 2 7/8 1 3 4 2,100 6800 46.0 0.0 46.0 64.6 32.3 23 2 7/8 2 4 2,300 7700 31.0 0.0 31.0 73.2 36.0 24 2 7/8 1 2 4 2,300 7700 36.0 5.4 30.6 73.2 36.0 25 2 7/8 2 4 2,300 7700 31.0 3.0 28.0 73.2 36.0 26 2 7/8 2 4 2,300 7700 31.0 1.2 29.8 73.2 36.0 27 2 7/8 1 3 4 2,100 6800 46.0 0.0 46.0 64.6 32.3 28 2 7/8 1 3 4 2,100 6800 46.0 0.0 46.0 64.6 32.3 Helical Pier No. of Helix Ultimate Capacity (kips) Allowable Capacity (kips) Final PSI Final 3' Torque (ft-lbs) Total Length (ft) Cut Off (ft) Final Length (ft) Installation Information: All foundations are CHANCE® SS150 1½” - RS2875.276 2 7/8" Combination Helical Piers. Lead section helix configurations are 8"-10"-12"-14" diameter, with a 10' nominal base length. All foundations were installed using a 9,000 ft-lb torque head. All material is galvanized per ASTM A153. Previous testing and factory recommendations assume a ratio of ultimate capacity to torque of 9.5:1. All foundations are terminated with bolt on 6"x6"x1/2" bearing plates. Extensions Certified Helical Pier Installation Contractor 11/27/23 11/29/23 11730 Brockton Lane N. • Osseo, MN 55369 (763) 428-2261 • Fax: (763) 428-4754 • www.atlasfoundation.com 1 of 2 No. Size 5 10' Helical Pier No. of Helix Ultimate Capacity (kips) Allowable Capacity (kips) Final PSI Final 3' Torque (ft-lbs) Total Length (ft) Cut Off (ft) Final Length (ft) Extensions 29 2 7/8 1 3 4 2,100 6800 46.0 0.0 46.0 64.6 32.3 30 2 7/8 1 3 4 2,100 6800 46.0 0.0 46.0 64.6 32.3 31 2 7/8 2 4 2,300 7700 31.0 3.3 27.7 73.2 36.0 32 2 7/8 2 4 2,300 7700 31.0 3.3 27.8 73.2 36.0 33 2 7/8 2 4 2,300 7700 31.0 3.5 27.5 73.2 36.0 34 2 7/8 1 3 4 2,100 6800 46.0 0.0 46.0 64.6 32.3 35 2 7/8 1 3 4 2,100 6800 46.0 3.8 42.3 64.6 32.3 36 2 7/8 1 3 4 2,100 6800 46.0 0.0 46.0 64.6 32.3 Summary: Qty Size 5' 10' 36 2 7/8 30 101 36 Total 30 101 1532.6 1,556.0 43.2 1,556.0 Average Length (ft) 1,532.643.2 Total Length (ft) Final Length (ft) 2 of 2 1 Matt Perpich From:Jamie Krueger <Jamie.Krueger@atlasfoundation.com> Sent:Monday, December 4, 2023 9:08 AM To:Matt Perpich Cc:Sam Boelter; Michael Benson Subject:RE: Otsego WWTF Load Test Results Attachments:Anchor Log 22146.pdf Caution: This email originated from outside the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Good morning Matt, sorry for the delay. attached is the helical pier log for the Otsego WWTF. There was 296’ of over run which equals $14,504.00, some of the piers went shallower than the first ones we installed. Would you like me to create a change order or just add the over run to the billing? Thank you. Jamie Krueger Es1ma1ng & Project Management Atlas Foundation Co., LLC 11730 Brockton Lane North l Osseo, MN 55369 Main: 763.428.2261 l Cell: 612.919.7512 l Fax: 763.428.4754 E-mail: Jamie.krueger@atlasfoundaon.com l www.atlasfoundaon.com Atlas Foundaon Brochure The content of this e-mail (including any a?achments) is strictly confiden1al and may be commercially sensi1ve. If you are not, or believe you may not be, the intended recipient, please advise the sender immediately by return e-mail, delete this e-mail and destroy any copies. From: Matt Perpich <matt_perpich@ricelake.org> Sent: Thursday, November 30, 2023 8:52 AM To: Jamie Krueger <Jamie.Krueger@atlasfoundation.com> Cc: Sam Boelter <sam_boelter@ricelake.org>; Michael Benson <michael_benson@ricelake.org> Subject: Re: Otsego WWTF Load Test Results Do you have an installation log showing the depths of all the piles that you could send us too? Matt Perpich, P.E. Mechanical Group Manager Rice Lake Construction Group December 5, 2023 AE2S 6901 East Fish Lake Rd. Suite 184 Maple Grove, MN 55369-5457 ATTN: Scott Schaefer, PE Re: Otsego West WWTF Improvements Phase 1 RLCG Project No. 2215 Change Order Proposal #: 030 – PTB Basement Pump Demo Scott, Pricing was requested for removing a pump and related piping from the basement of the PTB. The total cost to complete this work is $4,922.00. Attached is a breakout of the costs. Please let me know if you have any questions. Sincerely, Rice Lake Construction Group Matt Perpich Project Manager 2215 Otsego West WWTF Improvements Phasae 1 22360 County Road 12, PO Box 517 12/5/2023 Deerwood, MN 56444 30 HOURS $ RATE TOTAL RATE TOTAL RLCG Labor 24.00 HR 24.00 99.00$ $2,376.00 -$ $0.00 -$ -$ 2,376.00$ RLCG Material 1.00 LS -$ $0.00 500.00$ $500.00 -$ -$ 500.00$ -$ $0.00 $0.00 -$ -$ -$ LS -$ $0.00 $0.00 -$ -$ -$ LS -$ $0.00 $0.00 -$ -$ -$ Killmer 1.00 LS -$ $0.00 $0.00 1,320.00$ -$ 1,320.00$ -$ $0.00 $0.00 -$ -$ -$ -$ $0.00 $0.00 -$ -$ -$ -$ $0.00 $0.00 -$ -$ -$ -$ $0.00 -$ $0.00 -$ -$ -$ Misc. Small Tools and Mat'l 5% of Labor 1.00 ea 5.00%118.80$ Sales Tax 1.00 ea 7.375%36.88$ Totals 24.00 2,376.00$ 500.00$ 1,320.00$ -$ 4,351.68$ Rice Lake Mark-up on Subs (5%)66.00$ Rice Lake Mark-up on Labor, Material, and Equipment (15%)431.40$ Bond Cost (1.5%)72.74$ Total Change Order Proposal Request 4,922.00$ Days Requested 0 MATERIAL SUBCONTRACTOR TOTAL EQUIPMENT TOTAL LINE TOTALDESCRIPTIONQTYUNITLABOR RLCG PROJECT #: PROJECT NAME: DATE: COP: CHANGE ORDER PROPOSAL 2 1 Matt Perpich From:Matthew Pettit <mpettit@killmerelectric.com> Sent:Saturday, December 2, 2023 11:18 AM To:Matt Perpich Cc:Michael Benson Subject:RE: Otsego West PTB basement demo Caution: This email originated from outside the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Matt, To remove conduit to Wall/floor, Grount opening as needed, wire removed back to source, Disconnect any controls at MCC starter and label starter as Spare: $1,320.00 Thanks, Matt Ma) Pe+t Killmer Electric Co, Inc. 612-363-3120 From: Matt Perpich <matt_perpich@ricelake.org> Sent: Thursday, November 30, 2023 10:40 AM To: Matthew Pettit <mpettit@killmerelectric.com> Cc: Michael Benson <michael_benson@ricelake.org> Subject: Fw: Otsego West PTB basement demo Can you price up the electrical demo for this? Matt Perpich, P.E. Mechanical Group Manager Rice Lake Construction Group 22360 Country Road 12 Deerwood, MN 56444 218-546-1915 Direct Number 218-821-9003 Cell Number http://www.ricelake.org A Water Resources Group Company www.wrgroup.us 2 From: John Larkin <John.Larkin@AE2S.com> Sent: Thursday, August 10, 2023 2:19 PM To: Matt Perpich <matt_perpich@ricelake.org>; Sam Boelter <sam_boelter@ricelake.org>; Michael Benson <michael_benson@ricelake.org> Cc: Scott Schaefer <Scott.Schaefer@AE2S.com> Subject: Otsego West PTB basement demo Caution: This email originated from outside the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Matt, The City would like to explore demoing the rest of the pump and pipe in the PTB basement. This was originally left so they could use the clarifiers and pump from them. Please put together an estimate for the demolition shown above. Thanks, John John Larkin Engineer-in-Training Advanced Engineering and 3 Environmental Services, Inc. (AE2S) 6901 East Fish Lake Road, Suite 184 Water Tower Place Business Center Maple Grove, MN 55369-5457 John.Larkin@AE2S.com www.ae2s.com Voice: 763.463.5036 Cell: 763.355.8901 AE2S is an Equal Opportunity / Affirmative Action Employer This e-mail message and any documents included hereto may contain confidential information for the sole use of the intended recipient(s). If the reader of this message is not the intended recipient (or a delegate authorized to receive for the recipient), you are hereby notified that any review, retaining, dissemination, copying, or use of content by you or others is strictly prohibited. Please immediately notify the sender and delete this message if you have received it in error.