Item 3.9 Well 11 Site Work Payment of Invoce to Rice Lake Construction Group
Request for
City Council Action
DEPARTMENT INFORMATION
ORIGINATING DEPARTMENT REQUESTOR: MEETING DATE:
Utilities Utility Manager Neidermeier July 22, 2024
PRESENTER(s) REVIEWED BY: ITEM #:
Consent
AE2S Engineer Schaefer
City Administrator/Finance Director Flaherty
3.9 – Well 11 Project
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 payment of an invoice for Well 11 related site work.
ARE YOU SEEKING APPROVAL OF A CONTRACT? IS A PUBLIC HEARING REQUIRED?
No No
BACKGROUND/JUSTIFICATION:
During construction of the West WWTF, it was recognized that placing Well 11 on the West WWTF site would be
advantageous. The primary advantages were alleviating the need for a land purchase and being able to utilize the West
WWTF emergency generator for backup power needs. Several site changes to the West WWTF construction project were
needed to accommodate the placement of Well 11. Rice Lake was already working on site and conducted rough grading
for the pre-project site prep as well as accommodated modified structure locations and underground piping to allow
access to the Well 11 area. This invoice represents that work, which was conducted for Well 11.
SUPPORTING DOCUMENTS ATTACHED:
• Invoice
POSSIBLE MOTION
PLEASE WORD MOTION AS YOU WOULD LIKE IT TO APPEAR IN THE MINUTES:
Motion to approve payment of an invoice for Well 11 Site Work in the amount of $48,959.00 to Rice Lake Construction
Group.
BUDGET INFORMATION
FUNDING: BUDGETED:
Fund 601 – Drinking Water Utility
Yes
July 18, 2024
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
Wellhouse 11 Site Changes
Scott,
Rice Lake has reviewed the changes needed to accompany Wellhouse 11, and the total cost to
make the changes noted is $43,022.00. Attached is a breakout.
Clarifications:
• All T&M costs associated with Well 11 are costs to date. Any additional costs associated
with Well 11 are not covered by this change order and will be submitted separately.
• Pipe Insulation is only included for section of 24” Effluent water pipe under asphalt
paving.
• Concrete sidewalk costs are figured for a 6” thick concrete slab.
• 24” concrete encasement does not include any rebar.
Please let me know if you have any questions.
Sincerely,
Rice Lake Construction Group
Matt Perpich
Project Manager
Well 11 Site Work
$48,959.00
2215
Otsego West WWTF Improvements Phase 1
22360 County Road 12, PO Box 517 7/19/2024
Deerwood, MN 56444 Wellhouse 11
HOURS $ RATE TOTAL RATE TOTAL
RLCG Labor - Well 11 Grading 17.50 HR 17.50 104.00$ $1,820.00 $0.00 -$ -$ 1,820.00$
RLCG Material - Well 11 Grading 1.00 LS -$ $0.00 660.00$ $660.00 -$ -$ 660.00$
RLCG Equipment - Well 11 Grading 12.50 HR -$ $0.00 $0.00 -$ 2,187.50$ 2,187.50$
-$ $0.00 $0.00 -$ -$ -$
RLCG Labor - Site Pipe Changes 128.00 HR 128.00 104.00$ $13,312.00 $0.00 -$ -$ 13,312.00$
RLCG Material - Site Pipe Changes (Insulation, Fittings, Pipe Bedding,
Manhole, Patch)1.00 LS -$ $0.00 15,298.14$ $15,298.14 -$ -$ 15,298.14$
RLCG Equipment - Site Pipe Changes 32.00 HR -$ $0.00 $0.00 -$ 5,600.00$ 5,600.00$
$0.00 -$ -$ -$
RLCG Labor - Site Pipe Changes (DEDUCT)-45.00 HR -45.00 104.00$ ($4,680.00)-$ $0.00 -$ -$ (4,680.00)$
RLCG Material - Site Pipe Changes (DEDUCT)1.00 LS -$ $0.00 $0.00 $0.00 -$ -$ -$
RLCG Equipment - Site Pipe Changes (DEDUCT)-11.25 HR $0.00 -$ (1,968.75)$ (1,968.75)$
RLCG Labor - Additional Concrete Sidewalk at CA 16.00 HR 16.00 104.00$ $1,664.00 $0.00 -$ -$ 1,664.00$
RLCG Material - Additional Concrete Sidewalk at CA 1.00 LS $1,000.00 $1,000.00 -$ 1,000.00$
RLCG Equipment - Additional Concrete Sidewalk at CA 2.00 HR $0.00 350.00$ 350.00$
$0.00 -$ -$
RLCG Labor - Encasement of 24" Below Odor Control Pad 28.00 HR 28.00 104.00$ $2,912.00 $0.00 -$ -$ 2,912.00$
RLCG Material - Encasement of 24" Below Odor Control Pad 1.00 LS -$ $0.00 1,925.00$ $1,925.00 -$ -$ 1,925.00$
RLCG Equipment - Encasement of 24" Below Odor Control Pad -$ $0.00 $0.00 -$ -$ -$
-$ $0.00 -$ $0.00 -$ -$ -$
Misc. Small Tools and Mat'l 5% of Labor 1.00 ea 5.00%751.40$
Sales Tax 1.00 ea 7.375%1,392.63$
Totals 144.50 15,028.00$ 18,883.14$ -$ 6,168.75$ 42,223.92$
Rice Lake Mark-up on Subs (5%)-$
Rice Lake Mark-up on Labor, Material, and Equipment (15%)6,011.98$
Bond Cost (1.5%)723.54$
Total Change Order Proposal Request 48,959.00$
Days Requested 0
MATERIAL SUBCONTRACTOR
TOTAL
EQUIPMENT
TOTAL LINE TOTALDESCRIPTIONQTYUNITLABOR
RLCG PROJECT #:
PROJECT NAME:
DATE:
COP:
CHANGE ORDER PROPOSAL
Seq#Qty Descrip on Units Price Ext Price
THIS PROJECT IS BEING BID IN
ACCORDANCE WITH AIS REQUIREMENTS.
20 2 16" MJ 45 BEND USA EA 1,198.42 2,396.84
30 4 16" MJ GASKET EA 24.58 98.32
40 4 16" MJ DI RESTRAINT EA 237.29 949.16
50 48 3/4" X 5" BLUE MJ B&N USA EA 6.98 335.04
70 2 6" MJ 45 BEND USA EA 153.77 307.54
80 4 6" MJ GASKET EA 8.38 33.52
90 4 6" MJ DI RESTRAINT EA 42.62 170.48
100 24 3/4" X 3-1/2" BLUE MJ B&N USA EA 6.10 146.40
110 1 FREIGHT EA 250.00 250.00
Sub Total 4,687.30
Tax 0.00
Total 4,687.30
UNLESS OTHERWISE SPECIFIED HEREIN, PRICES QUOTED ARE VALID IF ACCEPTED BY CUSTOMER AND PRODUCTS ARE RELEASED BYCUSTOMER FOR MANUFACTURE WITHIN THIRTY (30) CALENDAR DAYS FROM THE DATE OF THIS QUOTATION. CORE & MAIN LPRESERVES THE RIGHT TO INCREASE PRICES TO ADDRESS FACTORS, INCLUDING BUT NOT LIMITED TO, GOVERNMENT REGULATIONS,TARIFFS, TRANSPORTATION, FUEL AND RAW MATERIAL COSTS. DELIVERY WILL COMMENCE BASED UPON MANUFACTURER LEADTIMES. ANY MATERIAL DELIVERIES DELAYED BEYOND MANUFACTURER LEAD TIMES MAY BE SUBJECT TO PRICE INCREASES AND/ORAPPLICABLE STORAGE FEES. THIS BID PROPOSAL IS CONTINGENT UPON BUYER’S ACCEPTANCE OF SELLER’S TERMS ANDCONDITIONS OF SALE, AS MODIFIED FROM TIME TO TIME, WHICH CAN BE FOUND AT: h ps://coreandmain.com/TandC/
04/18/2024 - 8:46 AM Actual taxes may vary Page 1 of 1
RICE LAKE CONSTRUCTION GROUP
Job Loca on: Otsego, MN
Bid Date: 03/05/2024
Core & Main 3406752
Core & Main
15800 W 79th St
Eden Prairie, MN 55344
Phone: 9529379666
Fax: 9529378065
Bid Proposal for Otsego, MN - RFQ 3/5/24
1
Michael Benson
From:Aaron B. Wassman <Aaron.Wassman@rinkerpipe.com>
Sent:Friday, April 26, 2024 9:05 AM
To:Brody Pritchard; Matt Perpich
Cc:Kieth Brown; Sam Boelter; Michael Benson
Subject:RE: [EXTERNAL] Otsego WWTP - Additional MH - 6122322PM1
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,
Below is the pricing not including tax.
1EA – 60” Jointed Cover Slab - $1,351.25
3.5VF – 60” Riser w/CS-55 Coating - $633.75/VF = $2,218.13
1EA – 60” Base Slab(78” x 8”) - $938.75
Short load drop fee to Otsego - $562.50
Thanks
Aaron Wassman
Sales Manager
*Please update new email*
30622 Forest Blvd
Stacy, MN 55079
Cell 612.201.8206
aaron.wassman@rinkerpipe.com
www.rinkerpipe.com
From: Brody Pritchard <Brody.Pritchard@RinkerPipe.com>
Sent: Thursday, April 25, 2024 3:14 PM
To: Aaron B. Wassman <Aaron.Wassman@rinkerpipe.com>; Matt Perpich <matt_perpich@ricelake.org>
Cc: Kieth Brown <Kieth.Brown@RinkerPipe.com>; Sam Boelter <sam_boelter@ricelake.org>; Michael Benson
<michael_benson@ricelake.org>
Subject: RE: [EXTERNAL] Otsego WWTP - Additional MH - 6122322PM1
Matt,
Attached is the drawing for the added manhole. As we discussed over the phone I did doghouses for all of the
openings with a jointed cover slab. My 2 biggest questions at this point are if it needs to be coated and if you need
a jointed cover slab. I have it drawn with a jointed cover slab and coated, but if we could have that confirmed if it is
needed before we make it that would be great. Let us know when this is approved. Aaron will get you pricing for this
now that I have the shop drawing done.
Thank you,
Brody
Casting - $1,200.00
Otsego West WWTF Liquids Phase 1 March 2022
Otsego, Minnesota 00 63 36 - 1 Field Order
FIELD ORDER NO.: 9
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 Improvements Phase 1
Contract Name:
Date Issued: 04/12/2024 Effective Date of Field Order: 04/12/2024
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):
Drawing(s) / Details (s): SW C102, SW C105, SW C106, SW C120, SW C121, SW E002, SW E003, CA
P101
Description:
Work involves the following site work detailed in the attached drawings:
- Rough grading in the northwest corner of the site for the City’s future well 11. This area is
between Pond 1 and Pond 3. Fine grading and final surface will be responsibility of others.
- Adjusting location of the CA structure and nearby reuse hydrant to accommodate the well 11
access.
- Shifting underground electrical
- Modifying Effluent Wastewater routing for future expansion
Attachments:
SW C102, SW C105, SW C106, SC C120, SW C121, SW E002, SW E003, CA P101
Issued by Engineer
By: Scott Schaefer
Title: Project Manager
Date: 04/12/2024
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SSSSFile: C:\Users\cdunn\DC\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 8, 2024 9:00:00 AMPlotted: By: Carl Dunn Date: Monday, April 8, 2024 Layout: CS-Overall
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
OVERALL SITE PLANCONST.CSDJJJBMAR 202205409-2017-004SWC102HTRON0Scale in Feet400FACILITY 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 BAYABFUTURE ACCESS ROAD(BY OTHERS)TWASGARAGEADMSBFC1FC2STBAD3-4AD1-2SSTCBOD2OD1PTBMTBSBTFSBBBLS375.00'SETBACK75.00'SETBACKEAPOND 1POND 3POND 2CONSTRUCTION NOTESSEE ELECTRICAL PLAN E002 FOR ADDITIONALNOTES ON THE GATE OPERATOR, PEDESTAL,AND VEHICLE GROUND DETECTION LOOP.1110 4-08-24 FIELD ORDER #10 DL1094-08-24 FIELD ORDER #9 DL9SHEET RE-ISSUED BY FIELD ORDER 9
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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
ADMIN BUILDING ENLARGED SITE PLANCONST.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 ONLYREMOVE EXISTING PIPE BACKFILL DOWN TOBOTTOM OF PIPE ELEVATION. BACKFILL WITHSELECT GRANULAR SUBBASE. (SPEC 3149.2.B.2)INSULATE PIPE PER DETAIL 7 / C507.1234567891011121314SBFC1FC2CB25.
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02TEST WELL946.42'3FUTURE WELL943.68'HTRON0Scale in Feet4001C1081C107ABTWASGARAGEADMSBFC1FC2STBAD3-4AD1-2SSTCBOD2OD1PTBMTBSBTFSBBBLS3EAPOND 1POND 3POND 2GENERAL NOTES1.SEE INSET GRADING DETAIL ON SHEETS ASREFERENCED.FACILITY 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 BAYFile: C:\Users\cdunn\DC\ACCDocs\AE2S\05409-2017-004 Otsego West WWTF Phase 1 Improvements\Project Files\01-Civil\Plan Sheets\CG-Site_Grading.dwgLast Saved: By: Carl Dunn Date: Friday, March 15, 2024 8:39:49 AMPlotted: By: Carl Dunn Date: Monday, April 8, 2024 Layout: CG_01
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
SITE GRADING OVERALL LAYOUTCONST.CSDJJJJMAR 202205409-2017-004SWC1069 4-08-24 FIELD ORDER #9 DL9SHEET RE-ISSUED BY FIELD ORDER 9
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1+00SSSSSSSSS16" DI EWW0+006" DI REWBP: 0+00.00PI: 0+14.00PI: 0+45.00PI: 1+86.95BP: 0+00.006" x 6" TEESTA 0+34.35S5.00'930935940945950955930935940945950955EGFGSTA948.07944.990+001+00EXISTING GRADE16" DI EWW48" Ø MHSTA. 0+10.0024" 45° BENDSTA. 0+14.00
16" 45° BEND
STA. 1+86.95
Scale in Feet010CASCADE AERIATION BASINSEE STRUCTURAL AND PROCESS SHEETSFile: C:\Users\cdunn\DC\ACCDocs\AE2S\05409-2017-004 Otsego West WWTF Phase 1 Improvements\Project Files\01-Civil\Plan Sheets\CU-Site_Piping_W.dwgLast Saved: By: Carl Dunn Date: Monday, April 8, 2024 9:11:59 AMPlotted: By: Carl Dunn Date: Monday, April 8, 2024 Layout: 12_FNSH_WTR_1
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
YARD PIPING - 16IN DI EWWCONST.CSDJJJBMAR 202205409-2017-004SWC120CONSTRUCTION NOTESCONTRACTOR TO FIELD VERIFY EFFLUENT PIPEELEVATION PRIOR TO BEGINNING STRUCTURALWORK.SEE PROCESS SHEETS FOR CONNECTION.SEE CA P101 FOR CONNECTION DETAILS123123SHEET RE-ISSUED BYFIELD ORDER 91 4-8-24 FIELD ORDER #9 DL11
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3+003+47.58
SDSDSDSDSDSDSDSDSDSDWWWWWSDSDSDSDSDSD1+002+006" DI WAS18" RCP18" RCP16" DI EWW4" DI SCUM4" DI SCUMD
D18" RCP12" RCP6" DI REW2" PVC EP: 3+47.58PI: 2+53.81W16" DI EWW16" 45° BENDSTA 2+53.8116" 90° BENDSTA 3+29.58935940945950955960935940945950955960EGFGSTA952.88954.583+004+004" DI SCUMFINISHED GRADEEXISTING GRADE16" 45° BENDSTA. 2+53.81
16" 90° BEND
STA. 3+29.58 16" DI EWW18" RCP6" DI REWScale in Feet010SEE PROCESS PLANS FORBUILDING CONNECTION DETAILSFile: C:\Users\cdunn\DC\ACCDocs\AE2S\05409-2017-004 Otsego West WWTF Phase 1 Improvements\Project Files\01-Civil\Plan Sheets\CU-Site_Piping_W.dwgLast Saved: By: Carl Dunn Date: Tuesday, February 20, 2024 8:46:46 AMPlotted: By: Carl Dunn Date: Tuesday, February 20, 2024 Layout: 12_FNSH_WTR_2
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
YARD PIPING - 16IN DI EWWCONST.CSDJJJBMAR 202205409-2017-004SWC121SHEET RE-ISSUED BYFIELD ORDER 91 2-20-24 FIELD ORDER #9 DL14-8-24
UGEX
X
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G G GGGTTTTTTTT7490953.60SIREN7731953.47GV?TSDSDSDSSSS●●●2TEST WELL946.42'3FUTURE WELL943.68'4S1948.83'5S2947.10'6S3945.37'7S4943.98'8S5943.36'9S6943.12'10S7943.61'11S8944.57'12S9947.17'File: C:\Users\pmanfredini\DC\ACCDocs\AE2S\05409-2017-004 Otsego West WWTF Phase 1 Improvements\Project Files\06-Electrical\Autocad\Plan Sheets\E - SW - Overall Site Plan.dwgLast Saved: By: Peter Manfredini Date: Tuesday, January 30, 2024 10:41:55 AMPlotted: By: Peter Manfredini Date: Wednesday, January 31, 2024 Layout: SITE002
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 PHASE 1 IMPROVEMENTS
CITY OF OTSEGO
OTSEGO, MN
OVERALL SITE PLANCONST.PGMDLHAMWOCT 202305409-2017-004SWE002NHROT1E002OVERALL SITE PLAN50'050'100'GENERAL NOTES1.SEE SHEET GEN/E001 FOR GENERAL NOTES.2.ALL MAJOR METAL SURFACES SHALL BE BONDEDTOGETHER WITH #4/0 BARE STRANDED COPPERAND APPROVED FITTINGS. SPECIFICALLY,STRUCTURAL REBAR IN EACH FOUNDATIONWALL, ALL MAIN ELECTRICAL SERVICES,LIGHTNING PROTECTION, STEEL PROCESSPIPING, METAL DUCT WORK, METAL WATERPIPING, METAL STAIRWAYS, METAL RAILINGS,CONTROL PANELS FOR VARIOUS SYSTEMS,PUMP/BLOWER SKIDS, ETC. MANY OF THE INNERBUILDING COMPONENTS ARE CONSIDEREDBONDED THROUGH THEIR EQUIPMENTGROUNDING CONDUCTORS PER NEC.CONSTRUCTION NOTES5/8"x10' COPPER CLAD STEEL GROUND ROD WITHTOP MOUNTED AT MINIMUM OF 18" BELOWFINISHED GRADE. GROUND CONDUCTOR SHALLBE ATTACHED TO GROUND ROD PER IEEE 837TYPE COMPRESSION CONNECTION, RATED FORDIRECT BURIAL (DB).#4/0 BARE STRANDED COPPER GROUNDCONDUCTOR. BURIED AT 30'' BELOW GRADE.#4/0 BARE STRANDED COPPER GROUNDCONDUCTOR BONDED TO LIGHTNINGPROTECTION SYSTEM. SEE LIGHTINGPROTECTION PLANS FOR ADDITIONALREQUIREMENTS.#4/0 BARE STRANDED COPPER GROUNDCONDUCTOR BONDED TO STRUCTURAL REBAR INEACH FOUNDATION WALL. UNDERGROUNDPORTION BURIED AT 18" BELOW GRADE. ABOVEGRADE INSTALLED IN PVC CONDUIT, HIDDEN INWALL WHERE POSSIBLE.ACCESS GATE PEDESTAL PROVIDED BYELECTRICAL CONTRACTOR ON CONCRETE PAD.SEE ACCESS GATE PEDESTAL DETAILS FORADDITIONAL INFORMATION.PROVIDE A GROUND TEST WELL AS SHOWN INTHE 'SD' DRAWINGSGENERATOR CONCRETE PAD BY GENERALCONTRACTOR. SEE STRUCTURAL DRAWINGSFOR DETAILS. ELECTRICAL CONTRACTOR TOCOORDINATE OPENING BOX OUT LOCATION FORCONDUITSDIESEL DRIVEN GENERATOR FURNISHED ANDINSTALLED BY GENERAL CONTRACTOR ANDCIRCUITED BY ELECTRICAL CONTRACTORMANHOLE (26 05 45) FURNISHED AND INSTALLEDBY ELECTRICAL CONTRACTOR.VEHICLE GROUND DETECTION LOOP, CIRCUIT TONEARBY DOOR ACCESS CONTROLLER. SEESYSTEMS DRAWINGS FOR ADDITIONALINFORMATION.REPLACE EXISTING HID WALL PACK WITH NEWTYPE G1 LED WALL PACK AS INDICATED. ENSURENEW WALL PACK ADEQUATELY COVERS WALLSURFACE AREA PREVIOUSLY COVERED BYEXISTING FIXTURE SO NO TOUCH-UP PAINT ORREFINISHING IS REQUIRED. FIELD VERIFYEXISTING VOLTAGE AND ORDER CORRECTFIXTURES ACCORDINGLY. COORDINATE WITHFIELD ENGINEER PRIOR TO INSTALLATION.OIL FILLED, PAD-MOUNTED TRANSFORMER BYWRIGHT-HENNEPIN COOPERATIVE ELECTRICALASSOCIATION. CT CABINET PROVIDED ANDINSTALLED BY ELECTRICAL CONTRACTOR.VISUAL SURVEILLANCE SYSTEM DEVICE, SEERESPECTIVE BUILDING SYSTEMS PLAN, CABLEAND CONDUIT SCHEDULE AND NETWORKDIAGRAM FOR CIRCUITING/ADDITIONAL NOTES.PROVIDE POLE MOUNTED FIXTURE, POLE ANDBASE. SEE FIXTURE SCHEDULE AND STANDARDDETAILS FOR ADDITIONAL INFORMATION.REFEED EXISTING LIFT STATION PRIOR TOCONSTRUCTION OF FSB BUILDING. ANYDOWNTIME SHALL BE COORDINATED WITH THEENGINEER, CITY AND GENERAL CONTRACTOR ATLEAST 2 WEEKS IN ADVANCE. DOWNTIME SHALLNOT EXCEED 8 HOURS, IF MORE TIME ISREQUIRED PROVIDE A TEMPORARY POWERSOURCE TO KEEP THE LIFT STATIONOPERATIONAL. SEE "LS3" IN CABLE ANDCONDUIT SCHEDULE AS WELL AS THE EXISTINGONE LINE DIAGRAMS IN THE 'CB' DRAWINGS FORCIRCUITING REQUIREMENTS.PROVIDE FEEDERS FOR NEW ADMIN BUILDING.CONDUIT SHALL BE DIRECT BURIED BETWEENADM-SWBD1 AND MH-1, THEN ROUTED THROUGHTHE CONCRETE ENCASED DUCT BANK FROMMH-1 TO MTB-SWBD1. SEE CABLE AND CONDUITSCHEDULES FOR ADDITIONAL INFORMATION.PROVIDE SITE FIBER LOOP. WHERE NOT RUN INDUCT BANK FIBER MAY BE INSTALLED IN HDPECONDUIT. PROVIDE QUAZITE HANDHOLES ASREQUIRED. SEE CABLE AND CONDUITSCHEDULES AND NETWORK DIAGRAM FORADDITIONAL DETAILS.ELECTRICAL CONTRACTOR PROVIDEDIN-GROUND FIBERGLASS HANDHOLE. SEEDETAILS FOR ADDITIONAL INFORMATION.ELECTRICAL CONTRACTOR PROVIDED AREAPOLE LIGHTING CIRCUITING CONSISTING OF2-1/C-#4 XHHW + 1-1/C-#6 GROUND XHHW IN 1 1/4"SCHEDULE 80 PVC TO LIGHTING CONTACTOR INMTB ELECTRICAL ROOM. SEE RESPECTIVEWIRING SCHEMATICS FOR ADDITIONALREQUIREMENTS. TYPICAL FOR ALL EXTERIORSITE LIGHTING.PROVIDE FIRE ALARM FIBER LOOP. WHERE NOTRUN IN DUCT BANK FIBER MAY BE INSTALLED INHDPE CONDUIT. PROVIDE QUAZITE HANDHOLESAS REQUIRED. SEE CABLE AND CONDUITSCHEDULES, THE NETWORK DIAGRAM AND THEFIRE ALARM SCHEMATICS FOR ADDITIONALDETAILS.ELECTRICAL CONTRACTOR TO PROVIDECONCRETE ENCASED DUCT BANK. SEE DUCTBANK LAYOUT PLAN, DUCT BANK DETAILS ANDCABLE AND CONDUIT SCHEDULES FORADDITIONAL REQUIREMENTS.PROVIDE GATE OPERATOR CONTROL PANEL.FIELD VERIFY EXACT LOCATION FORINSTALLATION PRIOR TO ROUGH-IN. SEE GATEOPERATOR CONTROL PANEL DETAIL FORADDITIONAL REQUIREMENTS.GATE OPERATOR FURNISHED AND INSTALLED BYGENERAL CONTRACTOR, CIRCUITED BYELECTRICAL CONTRACTOR.RADAR LEVEL TRANSDUCER (40 72 00)FURNISHED BY THE CONTROL SYSTEMMANUFACTURER AND INSTALLED BY THEELECTRICAL CONTRACTOR. MOUNT RADARLEVEL TRANSDUCER AS PER THE 'RADAR LEVELTRANSDUCER UNDER GRATING MOUNTINGDETAIL' FOUND WITHIN THE 'SD' SHEETS.CONFIRM EXACT MOUNTING LOCATION WITHOWNER / ENGINEER.PROVIDE POWER AND FIBER CONDUIT TOSW-AGP. SEE CABLE AND CONDUIT SCHEDULEFOR ADDITIONAL REQUIREMENTS.CELECTRICAL CONTRACTOR TO RUN 2-2/C-#16 W/SHIELD (TYPE S1 CABLE) IN 1" SCH. 80 PVC FROMTHE NEW RADAR LEVEL TRANSDUCERS BACK TOSCP3 LOCATED IN THE SLUDGE THICKENINGBUILDING (STB)COORDINATE INSTALLATION DEPTH OFPOWER//COMMUNICATIONS WITH GENERALCONTRACTOR TO AVOID STORM DRAINCASCADE AERATION BASIN BY GENERALCONTRACTOR. FUTURE CASCADE AERATIONBASIN SHOWN FOR REFERENCE.ELECTRICAL CONTRACTOR TO PROVIDE 30A/2PBREAKER IN EXISTING LS3-SCP1 TO FEED N-AGP.FIXTURE NO LONGER INSTALLED UNDERPROJECT. TURN FIXTURE AND POLE OVER TOOWNER AS AN ADDITIONAL SPARE.123456789101112131415161718192021222324252627282930STBAD1-2AD3-4SSTPTBFC2FC1CBFC1OD1OD2MTBBBFSBADMADM-VSS-824(TYP.)UVSBTFSB-VSS-2FSB-VSS-11(TYP.)(TYP.)3(TYP.)666610LS3Z114Z2Z2Z2Z2Z214Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z1Z2Z2Z2G1G11111G111G111G1111414141414143014141414141414141414151517LEGENDDUCT BANKFIBER LOOPADMIN BUILDING POWERLS3 POWER17HH-1189MH-178MTB-GEN117171718HH-314141313131919HH-718LS3-SCP129HH-61821HH-518122162118HH-2202018HH-1018HH-918HH-86102322SW-AGP224AD3-LIT124AD4-LIT125262017161617202817FIELD ORDER No. 9 AMW01-17-242 GATE OPERATOR23N-AGP22ACCESS GATEPEDESTAL51733ACCESS GATEPEDESTAL522723 FIELD ORDER No. 10 AMW01-29-243
1 CHANGE ORDER No. 12 AMW12-18-23111033SHEET RE-ISSUED BY FIELD ORDER 904/08/24
04/08/24 Electrical costs to be included in FO10 proposal.
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SDSDSDSDSSGENERAL NOTES1.SEE SHEET GEN/E001 FOR GENERAL NOTES.2.SEE DUCT BANK DETAILS ON SW-E004.File: C:\Users\pmanfredini\DC\ACCDocs\AE2S\05409-2017-004 Otsego West WWTF Phase 1 Improvements\Project Files\06-Electrical\Autocad\Plan Sheets\E - SW - Overall Site Plan.dwgLast Saved: By: Peter Manfredini Date: Monday, January 29, 2024 9:46:01 AMPlotted: By: Peter Manfredini Date: Monday, January 29, 2024 Layout: SITE003
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 PHASE 1 IMPROVEMENTS
CITY OF OTSEGO
OTSEGO, MN
DUCTBANK LAYOUT PLANCONST.PGMDLHAMWOCT 202305409-2017-004SWE0031E003DUCT BANK LAYOUT PLAN20'020'40'1E0042E0043E0044E0045E0046E004DIRECT BURIED CONDUITS 9 AND 10,AS DEFINED ON SCHEDULE ON SHEETE004 CONTINUED TO ADMIN BUILDINGDIRECT BURIED CONDUITS 11 AND 12AS DEFINED ON SCHEDULE ON SHEETE004 CONTINUED TO ADMIN BUILDING11 FIELD ORDER No. 9 AMW01-17-24
2 FIELD ORDER No. 10 AMW01-29-24SHEET RE-ISSUED BY FIELD ORDER 904/08/24
04/08/24
2
P101
CA
62' - 6"4' - 6"4' - 6"
4' - 6"4' - 6"
CA1-AE1
(DO)
1
5' - 0"943.00'
FFE
952.00'
TOP OF WALL
943.50'
1' - 3"1' - 3"
6
56"FINISHED GRADE
947.00'
2' - 6"
1
ENCASE IN CONCRETE,
SEE DETAIL 11/SD/P0025' - 0"1' - 6"PIPE
EL 944.33'
FINISHED GRADE
947.00'
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. #48660Advanced 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_CA-P_v20.rvt4/8/2024 2:49:51 PMMAR 2022
05409-2017-004
SJ SHS
PWH
CONST.CASCADE AERATION STRUCTUREOTSEGO, MNCITY OF OTSEGOOTSEGO WEST WWTF IMPROVEMENTS PHASE 1CA
P101
12"0 1'2'3'4'5'6'7'
R
O
N
T
H
P101
1 AERATION STRUCTURE PLAN VIEW
P101
2 AERATION STRUCTURE SECTION
12"0 1'2'3'4'5'6'7'
INSULATE PIPE, SEE
SITE WORK TRENCH
DETAILS
IMPROVEMENTS
1 24" DI WALL PIPE (MJ X PE), SEE DETAIL 8/SD/P501
5 16" DI WALL PIPE (MJ X PE), SEE DETAIL 8/SD/P501
6 CASCADE AERATION INSERT SYMDATEDESCRIPTIONAPPR104/28/24FIELD ORDER #9INSTRUMENT SCHEDULE
TAG # DESCRIPTION TYPE P&ID
SPECIFICATIO
N
FURNISHED
BY REMARKS
CA1-AE1 PROBE DO CA-IC101 40 91 00 OWNER SEE DETAILS 4/SD/P508 AND 5/SD/P508
EQUIPMENT SCHEDULE
TAG # DESCRIPTION TYPE P&ID
SPECIFICATIO
N REMARKS
CA1 CASCADE AERATION
INSERT
Low Profile CA-IC101 46 51 53
1
1
1
1
1
CONSTRUCTION NOTE SCHEDULE
KEYNOTE TYPE KEYNOTE VALUE KEYNOTE DESCRIPTION KEYNOTE SHEET NUMBER
CONSTRUCTION 1 REFER TO SW C120 FOR YARD
PIPE PROFILE.
SW C120
CONSTRUCTION 2 EFFLUENT MANHOLE. SEE CIVIL. SW 120
1
1
2
SHEET RE-ISSUED BY
FIELD ORDER 9