Add_No_1_Complete_231020.pdf

PDF 3 MB Posted Sep 27, 2023

Attached to: CIVIC CENTER STAND-BY GENERATOR State and local contract opportunity
Solicitation number: 2023-CCG
Issued by: Berrien County, Michigan

About this file

Written by GovTribe AI · Aug 8, 2025

This document is an Addendum No. 1 for the Springfield Township Civic Center Standby Generator project (AEW Project No. 0172-0048), issued by Anderson, Eckstein and Westrick, Inc. The project involves installing a natural gas standby generator at the Springfield Township Civic Center, with sealed bids to be received on Friday, October 27, 2023, at 1:30 p.m. The work includes utility fee allowance, mobilization, sidewalk removal and replacement, erosion control, concrete generator pad installation, site restoration, and audio visual documentation of the construction area. The project is scheduled for substantial completion by December 6, 2024, with final payment due by December 20, 2024.

The addendum includes several key modifications to the original bid documents, such as changing the "Reimbursed Permit Fees" pay item to "Utility Fee Allowance" to cover DTE and Consumers Energy costs, adding sidewalk removal and replacement pay items, and clarifying site restoration requirements. The utility fee allowance is set at $25,000, and the project will require a bid security of at least 5% of the bid amount. The township reserves the right to reject any or all bids and is subject to obtaining necessary legal, financial, and grant approvals before proceeding with the project. Bidders are required to have attended a mandatory pre-bid meeting and must submit various forms including a Statement of Qualification, Subcontractor Listing, Project Reference, and List of Suppliers.

View the file

Other files for this state and local contract opportunity

Other files attached to CIVIC CENTER STAND-BY GENERATOR, newest first.
File	Type	Posted
0172-0048_Spec Complete_230926.pdf	PDF	Sep 27, 2023
0172-0048_Const Plan_Bid Set_230926.pdf	PDF	Sep 27, 2023

On GovTribe

Work with this file on GovTribe

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

Addendum No. 1

AEW Project No. 0172-0048 Springfield Twp. Civic Center Standby Generator

October 20, 2023

ADDENDUM NO. 1

SPRINGFIELD TOWNSHIP

Civic Center Standby Generator

The following changes to and/or clarifications of the Contract Documents will be incorporated in said Contract Documents and such changes shall be allowed for in the price bid by the Contractor, such that the price indicated in the Proposal shall represent the conditions as set forth in the original Contract Documents as modified by this Addendum.

Acknowledgment of receipt of this Addendum and the Bidder’s Acceptance of these revised conditions prior to submittal of his bid shall be indicated by adding the Addendum number on the Bid Form.

The following additions, changes, and clarifications are made:

Bidder Inquiries and Responses:

1. Installation mentions grade mounted transfer switch, please confirm wall mounted is okay per walkthrough. Ref. TRANSFER SWITCHES 26 36 00 - 8, 3.1 INSTALLATION A. Grade-Mounted Switch: Anchor to base by bolting. Wall Mounting is also acceptable

2. Will a power outage and full system transfer be required during the return trip within the three months for the training session? Ref. 26 32 13 - 20, 3.6 Demonstration (C1 and C2) No

3. Does this have to be done at a specific time, or is any time to take the generator offline to do the full load test okay? Ref. 26 32 13 - 20, 3.5 FIELD QUALITY CONTROL (C1) Coordinate with the owner, but this can likely be done during normal business hours.

4. Does infrared scanning pertain to the whole job, transformer and the entire main service, or just the generator, transfer switch, and wiring and terminations the contractor installed for the installation. Ref. 26 32 13 - 20, 3.5 FIELD QUALITY CONTROL (L) New equipment only

5. Where will the generator annunciation panel be located? No generator annunciator is required

6. Will wiring and tie into the fire alarm panel be required? No

7. Will wiring and tie into building management system be required? No

8. Will (1) 1" spare conduit be required from generator pad to the emergency electrical room? Ref

E501, generator wiring connection detail. No, this requirement may be removed

9. If so, what room or location is the emergency electrical room? this requirement may be removed

10. Will the generator feeds be directional bored or trenched per detail? Ref E501 Directional boring is preferred to prevent damage to the new parking lot. We anticipate changing this in the addendum.

11. What are the blackout dates for the county? (elections, no work times) 2024 blackout dates are not finalized. Dates will be coordinated with the awarded contractor

12. Will the allowance for permits be deleted? Ref. 26 00 10 - 3, 1.5 codes, permits, and fees, (A) Township related fees will be waived. However, DTE and Consumer Energy fees will be included in the new pay item “Utility Fee Allowance”.

13. Does the existing electrical service switch (1200A) need to have its fuses removed and replaced with 600-amps? This section has been removed and replaced in the Addendum.

14. Is a contact switch in the transfer switch required for the elevators? A construction note has been added to provide a spare conduit between the transfer switch and electrical room for future connection by others.

i. If so, do we need to run wire and connect wire/ test in this contract? Not part of this contract.

15. Do we need to replace shrubbery that we removed for excavations? Contract states replacing any miscellaneous landscaping items encountered during the work. Ref. page 9 Plants and

Springfield Twp. Civic Center Standby Generator shrubbery do not need to be replaced. The Township will address plant replacement themselves.

16. Will a water source be provided, or will the contractor be required to provide the water source to establish growth? Contractor shall be required to provide water.

17. The new transfer switch doesn't show a disconnecting means integral to the unit or before the transfer switch on the one line. In the future, if service is required or a fault occurs, the only way to turn power off before the transfer switch will require the utility to shut down the transformer.

Will this be redrawn? This has been re-configured in the Addendum.

i. If a 600-amp main service switch is installed in the transfer switch, or before the transfer switch, the fire pump will not be connected directly to the transformer as previously drawn and installed. See response above.

ii. Will the new 600A transfer switch be required to have a fire pump-rated transfer device installed? See response above.

18. Will sheets 144 through 161 on document 0172-0048_Spec Complete_230926 be removed and not be required? They appear to not pertain to scope of work. Sheets 144 through 161 will remain.

19. Will contractors be required to work around the emergency police vehicles parked next to the generator construction site? We coordinate to have the vehicles moved away from the work site.

20. Can another area be designated for these vehicles as not to disturb construction and emergency operations? See response above.

21. Will DTE and Consumers fees be covered by the Township? As we discussed, this will put all bidders on a level playing field as it will be very difficult to obtain accurate costs prior to the bid. The “Reimbursed Permit Fee” pay item has been changed to “Utility Fee Allowance” to cover DTE and Consumers Energy costs including the new gas meter.

22. Will landscape restoration by the building be handled by the Township? Plants and shrubbery do not need to be replaced. The Township will address plant replacement themselves.

Contractor will be required to re-establish grade and any boulders.

23. Can spoils be graded and left on site? Assuming this question is regards to the concrete generator pad spoils. Some of the spoils will be used to regrade around the pad. Excess spoils will need to be removed and disposed by the contractor.

24. Will the generator pad be adjusted to avoid the existing as line? The generator pad has been shifted. See revised plan sheet C002.

25. Please confirm the amount of 1" conduits running from the generator to the building. See revised plan sheet E501.

Mandatory Pre-Bid Sign-In Sheet:

Pre-Bid Sign-In sheet is included within the Addendum.

Change: Bid Opening

1. The bid opening date and time has been changed to Friday, October 27, 2023 at 1:30p.m. Springfield Township will receive sealed bids at the offices of the Township Supervisor, Springfield, 12000 Davisburg Road, Davisburg, Michigan 48350, at which time and place all bids will be publicly opened and read aloud.

Specifications and Contract Documents

1. Advertisement has been revised to reflect new Bid Opening Date and Time

2. Bid Form Changes:

a. “Reimbursed Permit Fees” pay item to “Utility Fee Allowance”. This will

Springfield Twp. Civic Center Standby Generator cover fees required by DTE or Consumers Energy including the gas meter.

b. Added “Sidewalk, Rem” and “Sidewalk, Conc, 4 inch” pay items for removing and replacing the existing walk located near the gas meter.

3. The revised Bid Form document is included within for reference. Bidders must use the revised document when submitting their bids.

4. Special Provision “Site Restoration and Cleanup” has been revised to indicate plantings removed near the building as a result of the work will be replaced by the Owner. Also, the SP has revised to state, water will be provided by the contractor.

Construction Plans

1. See Sheet C002

a. Moved concrete generator pad

b. Added Sidewalk removal and replacement. Added related detail.

c. Added bituminous expansion joint between concrete pads.

2. See Sheet E003

a. Added construction note #1

b. Shifted the generator pad location due to underground utilities. Refer to civil plans for exact location.

3. See Sheet E501

a. Removed conduit burial and grounding detail.

b. Adjusted generator wiring connection detail.

c. Relocated generator ATS connection points

d. Removed requirement for a service entrance rated transfer switch.

e. Called for demolition of the 1200A Main Switch Section of the switchboard and installation of a new section from Siemens. See construction note 1

f. Added construction note 2 for a spare conduit between the transfer switch and electrical room.

Clarification: Pay Item “Audio Visual Record of Construction Area”

1. The intent of this pay item is to video the existing conditions of the work area and areas just outside of the construction influence.

END OF ADDENDUM NO. 1

ADDENDUM NO. 1 ISSUED OCTOBER 20, 2023

A.- 1

ADVERTISEMENT FOR BIDS

SPRINGFIELD TOWNSHIP CIVIC CENTER

STANDBY GENERATOR

AEW PROJECT NO. 0172-0048

RECEIPT OF BIDS

Springfield Township will receive sealed bids until 1:30p.m., local time on Friday, October 27, 2023, at the offices of the Township Supervisor, Springfield Township, 12000 Davisburg Road, Davisburg, Michigan 48350, at which time and place all bids will be publicly opened and read aloud.

DESCRIPTION OF WORK

The approximate quantities for the major items of work involved in this project are as follows:

Natural Gas Standby Generator, Complete 1 LSUM

PLANS AND SPECIFICATIONS

Plans and specifications must be obtained through BidNet, formerly the Michigan Intergovernmental Trade Network (MITN), at https://www.bidnetdirect.com, after 2:00p.m., Tuesday, September 26, 2023. Obtaining Bid Documents from any source not identified herein may result in failure to receive addenda, corrections, or other revisions that may be issued. Bids may be rejected unless made on the forms included with the bidding documents.

Please contact Michael D. Smith by email at msmith@aewinc.com for any bidder inquiries.

PRE-BID CONFERENCE

A mandatory pre-bid meeting will be held at the Springfield Township Civic Center, 12000 Davisburg Road, Davisburg, Michigan 48350 at 2:00p.m., on Tuesday, October 3, 2023.

Prospective bidders will check in at the Supervisor’s counter and be provided further instructions.

This is a mandatory meeting and no bids will be accepted from those bidders who do not attend.

BID SECURITY

A certified check, or the included Bid Bond, executed by the Bidder and a surety company, payable to Springfield Charter Township, in an amount at least equal to five

A.- 2 percent (5%) of the bid, shall be submitted with each bid.

WITHDRAWAL OF BIDS

No bid may be withdrawn for a period of sixty (60) calendar days after the receipt of bids.

AWARD OF CONTRACT

Springfield Charter Township reserves the right to reject any or all bids and/or to waive any irregularities in the bidding. The successful Bidder will be required to furnish satisfactory performance, payment, maintenance and guarantee bonds and insurance certificates.

BY: Joan Rusch, Planning Administrator/Supervisor’s Assistant Springfield Township 12000 Davisburg Road Davisburg, MI 48350

DATED: October, 2023

SPRINGFIELD TOWNSHIP

SPECIAL PROVISION

FOR

SITE RESTORATION AND CLEANUP

AEW:mds 1 of 2 0172-0048

a. Description. This work consists of final grading, project cleanup and restoring vegetative areas disturbed by this project and as designated by the Engineer by applying topsoil, fertilizer, seed, mulch to disturbed areas. All work shall be performed in accordance with Section 816 of the MDOT 2020 Standard Specifications for Construction, except as modified herein.

b. Materials. All materials used for the Surface Restoration shall meet the requirements of Section 917 of the MDOT 2020 Standard Specifications for Construction.

Materials included in Surface Restoration, Seeding are:

• Seed Mixture TUF (Turf Urban Freeway) (917.12)

• Fertilizer, Chemical Nutrient, Cl A (917.10.B.1)

• Topsoil Surface, Furn, 3 inch (917.07)

• Mulch and Mulch Anchoring (917.15) shall be used on flat slopes on this project.

• Mulch Blankets shall be used on steep slopes on this project. Mulch Blankets shall be Futerra F4 Netless or approved equal.

c. Construction. All restoration areas shall be prepared and compacted per Section 816 of the MDOT 2020 Standard Specifications for Construction. Place topsoil to the minimum depth indicated above to meet finish grade. If the area being restored requires more than the minimum depth of topsoil to meet the finish grade, this additional depth must be filled using topsoil, or at the Contractor’s option, suitable embankment material may be used. Furnishing, placing and compacting this additional material is included in this item of work.

All areas disturbed by the Contractor and/or his Subcontractor beyond the normal construction limits of this project shall be restored according to this special provision at the direction of the Engineer. No additional payment will be made for restoration beyond the normal construction limits.

d. Measurement and Payment.

Contract Item (Pay Item) Pay Unit

Site Restoration and Cleanup Lump Sum

AEW:mds 2 of 2 0172-0048

Delayed Acceptance. The Township will not pay for corrective action required for delayed acceptance, including removal and replacement of failed surface restoration.

The Township will delay final acceptance of completed surface restoration work until the surface restoration is fully established. During this time, the Township will inspect the surface restoration at its discretion. The Township will not accept surface restoration if less than 90% of the surface restoration area is well established, weed free, growing, vigorous, and contains the species required by the seeding mixture, and will require the Contractor to replace the defective areas.

Surface restoration work will be paid according to the following schedule:

Initial Placement 50% Final Acceptance 100%

The pay item Site Restoration and Cleanup shall include the necessary equipment, materials and labor to perform final grading, place the topsoil, fertilizer, seed, mulch, and/or mulch blankets. Watering will be required as necessary to establish growth and will not be paid for separately. Contractor will be required to provide water.

The pay item of work shall also include replacing any miscellaneous landscaping items such as rocks, boulders, pavers, etc. encountered during the work. Any plantings located near the building that are removed as a result of the work will be replaced by the Owner.

B.M.#1

CIVIC CENTER BUILDING

1'-0"

4'-0"

7' -0

19'-0"

#5 @ 12" O.C. TOP AND BOT

PAD SUPPORT PIER

6 REQUIRED (1'-0" DIA.)

ALL CONDUIT MAX.

HEIGHT ABOVE PAD 1 1/2"

BARS

1' -6

1'-6"

CONTROL JOINT, TYP

CONDUIT STUB-UP

AREA VERIFY WITH

GENERATOR

MANUFACTURER

EXISTING CONCRETE PAD

MATCH EXISTING GRADE

(INSTALL 1/2" FIBER EXPANSION

JOINT BETWEEN EXISTING AND

PROPOSED CONCRETE PADS)PROPOSED

GENERATOR PAD

GRADE BEYOND

SEE PLAN

1' -6

#5 @ 12" O.C. TOP

AND BOT

℄ PIER

1'-0" DIA. DRILLED PIER W / 4 - #4

VERTICAL BARS AND #3

CIRCULAR TIES @ 12" OC

(PROVIDE CASING AS REQUIRED)

4 - #4 DOWELS INTO

CONCRETE PAD

3' -0

3' -6

BENCH MARKS

(NAVD88 DATUM)

BENCH MARK NO. 1

"X" ON E. RIM OF CATCH

BASIN @ SPILLWAY ON THE

W. SIDE OF THE EAST

PARKING LOT

ELEVATION: 984.48

BENCH MARK NO. 2

MAG NAIL IN W. CONCRETE

LIGHT POLE BASE IN ISLAND

@ THE N.E. CORNER OF THE

E. PARKING LOT

ELEVATION: 988.37

BENCH MARK NO. 3

MAG NAIL IN E. CONCRETE

LIGHT POLE BASE @ S. END

OF LARGE ISLAND IN W.

PARKING LOT

ELEVATION: 985.02

BENCH MARK NO. 4

"X" ON S. SIDE OF BOTTOM

FLANGE OF GATE POST ON

THE NORTH SIDE OF THE

DRIVE TO THE BASIN

PRESERVE

ELEVATION: 993.33

BENCH MARK NO. 5

"□" ON N. SIDE CONCRETE

LIGHT POLE BASE @

DAVISBURG ELEMENTARY, S.

SIDE DAVISBURG RD., W.

SIDE OF THE STAFF AND BUS

PARKING LOT

ELEVATION: 1001.95

CIVIL SITE &

DETAILS PLAN

C002

ESR MDS JUNE 2023

1" = 20'

10 20 40

09-26-2023 BID ISSUE

10-20-2023 ADDENDUM NO. 1

0172-0048

CIVIC CENTER

STANDBY GENERATOR

SPRINGFIELD TOWNSHIP

SHEET TITLE:

CHECKED BY:DRAWN BY:

SCALE:

PRELIMINARY

DATE SUBMITTALS/REVISIONS

PROJECT NO.

SHEET NO.

CLIENT:

PROJECT NAME:

CONSTRUCTION RECORD

DATE:

02_const--10/20/2023 8:47:57 AM

M:\0172\0172-0048\CIVIL\CAD\DRAWINGS\ENG\00_CONST PLANS.DWG

Know what's below.

72 hours before you dig.

Call R

Phone 586 726 1234 Fax 586 726 8780

51301 Schoenherr Road Shelby Township Michigan 48315

CIVIL ENGINEERS SURVEYORS ARCHITECTS

ENGINEERING STRONG COMMUNITIES

www.aewinc.com

ANDERSON, ECKSTEIN AND

WESTRICK, INC.

Peter Basso Associates Inc

NOTES:

1. SEE SIM-ESIG PAGES 3-6-9 & 3-6-10 FOR PAD AND GROUND ROD INSTALLATION DETAILS

AND 3-7-11 FOR MINIMUM CLEARANCES TO OBSTRUCTIONS.

2. CONCRETE MIX 6 BAGS PER YARD.

3. MINIMUM COMPRESSIVE STRENGTH 3500 PSI AT 28 DAYS.

4. SEE SPECIFICATIONS FOR ADDITIONAL GENERATOR REQUIREMENTS. COORDINATE

PAD SIZE WITH ACTUAL PURCHASED GENERATOR AND ACCEPTED OPTIONS BEFORE

POURING OF CONCRETE PAD.

COORDINATE PAD PLACEMENT

AND FACING DIRECTION WITH

GENERATOR MANUFACTURER

AND OWNER

CONCRETE GENERATOR PAD

SCALE 1" = 5'

PROPOSED 19'x7' CONCRETE

GENERATOR PAD. (SEE CONCRETE

PAD DETAIL THIS SHEET)

(SEE ELECTRICAL AND

MECHANICAL PLANS FOR

GENERATOR DETAILS)

CROSS SECTION A-A

SCALE 1" = 5'

SIDEWALK, REM AND

SIDEWALK, CONC, 4 INCH

INSTALL 2" WIDE BITUMINOUS

EXPANSION JOINT BETWEEN

SLABS (COST INCLUDED IN

CONCRETE GENERATOR PAD)

ADDENDUM NO. 1

4" NON REINFORCED CONCRETE

TYPICAL 4" CONCRETE

SIDEWALK SECTION

NOT TO SCALE

EXISTING SAND SUBGRADE OR NEW

CLASS II SAND (COMPACTED IN PLACE)

COMPACTED

SUBGRADE

before you dig.

Know what's below .

Call before you dig.

5145 Livernois, Suite 100

Fax: 248-879-0007 Troy, Michigan 48098-3276

Tel: 248-879-5666 www.PeterBassoAssociates.com

CONSULTING ENGINEERS

Peter Basso Associates Inc

PBA Project No.: 2023.0221

SHEET TITLE:

CHECKED BY:DRAWN BY:

SCALE:

PRELIMINARY

DATE SUBMITTALS/REVISIONS

PROJECT NO.

SHEET NO.

CLIENT:

PROJECT NAME:

CONSTRUCTION RECORD

DATE:

0172-0048

SPRINGFIELD TOWNSHIP

09/22/2023

95% OWNER REVIEW08-16-2023

Know what's below.

72 hours before you dig.

Call R

FINAL PLAN SET09-06-2023

CIVIL ENGINEERS SURVEYORS ARCHITECTS

ENGINEERING STRONG COMMUNITIES

ANDERSON, ECKSTEIN AND

WESTRICK, INC.

Phone 586 726 1234 Fax 586 726 8780

51301 Schoenherr Road Shelby Township Michigan 48315 www.aewinc.com

Springfield Township Civic Center Standby

G:\2023\2023-0221-00\CAD\2023-0221-E0-SPN.dwg

Generator Installation

BID ISSUE09-26-2023

EMGQOT

ELECTRICAL NEW

WORK SITE PLAN

E003

1"=20'

ADDENDUM NO. 110-20-2023

AutoCAD SHX Text

2" DECIDUOUS 11

AutoCAD SHX Text 75017

AutoCAD SHX Text 980.22

AutoCAD SHX Text

2" DECIDUOUS 6

AutoCAD SHX Text 75028

AutoCAD SHX Text 984.34

AutoCAD SHX Text

2" DECIDUOUS 6

AutoCAD SHX Text 75029

AutoCAD SHX Text 984.49

AutoCAD SHX Text

2" DECIDUOUS 6

AutoCAD SHX Text 75030

AutoCAD SHX Text 984.55

AutoCAD SHX Text

2" DECIDUOUS 6

AutoCAD SHX Text 75031

AutoCAD SHX Text 985.52

AutoCAD SHX Text

2" DECIDUOUS 6

AutoCAD SHX Text 75032

AutoCAD SHX Text 985.88

AutoCAD SHX Text

2" DECIDUOUS 6

AutoCAD SHX Text 75033

AutoCAD SHX Text 984.13

AutoCAD SHX Text

2" DECIDUOUS 6

AutoCAD SHX Text 75035

AutoCAD SHX Text 983.22

AutoCAD SHX Text

2" DECIDUOUS 6

AutoCAD SHX Text 75036

AutoCAD SHX Text 982.45

AutoCAD SHX Text

2" DECIDUOUS 6

AutoCAD SHX Text 75048

AutoCAD SHX Text 986.57

AutoCAD SHX Text

2" DECIDUOUS 6

AutoCAD SHX Text 75050

AutoCAD SHX Text 985.32

AutoCAD SHX Text

11" DECIDUOUS

AutoCAD SHX Text 75129

AutoCAD SHX Text 975.68

AutoCAD SHX Text

8" DECIDUOUS

AutoCAD SHX Text 75132

AutoCAD SHX Text 975.82

AutoCAD SHX Text

8" DECIDUOUS

AutoCAD SHX Text 75138

AutoCAD SHX Text 976.38

AutoCAD SHX Text O505 2

AutoCAD SHX Text 75144

AutoCAD SHX Text 975.54

AutoCAD SHX Text

8" DECIDUOUS

AutoCAD SHX Text 75229

AutoCAD SHX Text 974.98

AutoCAD SHX Text

6" DECIDUOUS

AutoCAD SHX Text 75240

AutoCAD SHX Text 975.64

AutoCAD SHX Text

8" DECIDUOUS

AutoCAD SHX Text 75259

AutoCAD SHX Text 973.47

AutoCAD SHX Text

11" DECIDUOUS

AutoCAD SHX Text 75423

AutoCAD SHX Text 985.23

AutoCAD SHX Text

8" DECIDUOUS

AutoCAD SHX Text 75463

AutoCAD SHX Text 984.24

AutoCAD SHX Text

8" DECIDUOUS

AutoCAD SHX Text 75583

AutoCAD SHX Text 985.75

AutoCAD SHX Text

2" DECIDUOUS 8

AutoCAD SHX Text 75639

AutoCAD SHX Text 980.84

AutoCAD SHX Text

2" DECIDUOUS 8

AutoCAD SHX Text 75640

AutoCAD SHX Text 980.94

AutoCAD SHX Text

2" DECIDUOUS 12

AutoCAD SHX Text 75652

AutoCAD SHX Text 981.20

AutoCAD SHX Text

8" DECIDUOUS

AutoCAD SHX Text 75676

AutoCAD SHX Text 975.17

AutoCAD SHX Text

7" DECIDUOUS

AutoCAD SHX Text 80282

AutoCAD SHX Text 987.03

AutoCAD SHX Text

6" DECIDUOUS

AutoCAD SHX Text 80288

AutoCAD SHX Text 986.56

AutoCAD SHX Text

7" DECIDUOUS

AutoCAD SHX Text 80291

AutoCAD SHX Text 987.02

AutoCAD SHX Text

12" DECIDUOUS

AutoCAD SHX Text 80492

AutoCAD SHX Text 988.79

AutoCAD SHX Text

4" DECIDUOUS

AutoCAD SHX Text 80501

AutoCAD SHX Text 989.07

AutoCAD SHX Text

4" DECIDUOUS

AutoCAD SHX Text 80513

AutoCAD SHX Text 987.54

AutoCAD SHX Text

8" STUMP

AutoCAD SHX Text 80575

AutoCAD SHX Text 987.01

AutoCAD SHX Text

6" STUMP

AutoCAD SHX Text 80629

AutoCAD SHX Text 986.79

AutoCAD SHX Text

6" DECIDUOUS

AutoCAD SHX Text 80660

AutoCAD SHX Text 986.08

AutoCAD SHX Text

6" DECIDUOUS

AutoCAD SHX Text 80700

AutoCAD SHX Text 987.61

AutoCAD SHX Text

6" DECIDUOUS

AutoCAD SHX Text 80714

AutoCAD SHX Text 986.73

AutoCAD SHX Text

6" DECIDUOUS

AutoCAD SHX Text 80783

AutoCAD SHX Text 985.50

AutoCAD SHX Text

6" DECIDUOUS

AutoCAD SHX Text 80784

AutoCAD SHX Text 985.58

AutoCAD SHX Text

4" DECIDUOUS

AutoCAD SHX Text 80854

AutoCAD SHX Text 983.69

AutoCAD SHX Text

6" DECIDUOUS

AutoCAD SHX Text 80860

AutoCAD SHX Text 984.22

AutoCAD SHX Text

6" DECIDUOUS

AutoCAD SHX Text 80867

AutoCAD SHX Text 985.14

AutoCAD SHX Text 449 6

AutoCAD SHX Text

(E) UTILITY TRANSFORMER

AutoCAD SHX Text T

AutoCAD SHX Text

(E) PANEL F.P.

AutoCAD SHX Text GENERATOR POWER CONNECTIONS: RECEPTACLE, PANEL-FP-17 BATTERY CHARGER, PANEL-FP-17 COOLANT JACKET HEATER, PANEL-FP-12 OIL HEATER, PANEL-FP-12 BLOCK HEATER, PANEL-FP-14,16,18

AutoCAD SHX Text

NEW STANDBY GENERATOR

AutoCAD SHX Text

FIRE PUMP HOUSE

AutoCAD SHX Text

(E) GENERATORGENERATOR

AutoCAD SHX Text

GENERATOR EMERGENCY STOP

AutoCAD SHX Text

ATS

AutoCAD SHX Text

CT CABINET

AutoCAD SHX Text

(E) MAIN SWITCHBOARD

AutoCAD SHX Text

%%UCONSTRUCTION KEY NOTES:

AutoCAD SHX Text

1. UTILIZE DIRECTIONAL DRILLING FOR ALL CONDUITS UNDER PARKING LOT. THIS UTILIZE DIRECTIONAL DRILLING FOR ALL CONDUITS UNDER PARKING LOT. THIS METHOD CAN ALSO BE USED UNDER SIDEWALKS AND CONCRETE AREAS. NO DAMAGE/SAWCUTTING/PATCHING SHALL TAKE PLACE TO CONCRETE OR ASHPHALT AREA. REFER TO MDOT SECTION 818 (ELECTRICAL) FOR DIRECTION DRILLING

AutoCAD SHX Text

%%USITE PLAN GENERAL NOTES:

AutoCAD SHX Text

1. THESE NOTES ARE GENERIC GUIDELINES ONLY. ELECTRICAL CONTRACTOR'S THESE NOTES ARE GENERIC GUIDELINES ONLY. ELECTRICAL CONTRACTOR'S PERSONNEL ON SITE SHALL BE THOROUGHLY FAMILIAR WITH THE PUBLISHED SPECIFICATIONS FOR EXACT DESCRIPTIONS OF SCOPE, METHODS, AND MATERIAL. 2. THESE DRAWINGS REPRESENT THE GENERAL EXTENT AND ARRANGEMENT OF THESE DRAWINGS REPRESENT THE GENERAL EXTENT AND ARRANGEMENT OF SYSTEMS. COORDINATE EXACT EQUIPMENT LOCATIONS, ELEVATIONS, AND FINAL CONNECTION REQUIREMENTS. PROVIDE EACH SYSTEM COMPLETE, INCLUDING ALL NECESSARY COMPONENTS, FITTINGS AND OFFSETS. 3. CONDUCT A SURVEY TO IDENTIFY ALL UNDERGROUND UTILITIES. CALL 811 PRIOR TO CONDUCT A SURVEY TO IDENTIFY ALL UNDERGROUND UTILITIES. CALL 811 PRIOR TO EXCAVATION. 4. UTILITIES SHOWN ON THESE DRAWINGS ARE FOR REFERENCE ONLY. COORDINATE UTILITIES SHOWN ON THESE DRAWINGS ARE FOR REFERENCE ONLY. COORDINATE EXACT LOCATION OF ALL EXISTING UTILITIES, AND ROUTING OF ALL NEW UNDERGROUND UTILITIES PRIOR TO EXCAVATION. 5. DEWATER TRENCHES PRIOR TO INSTALLATION OF CONDUITS. PROVIDE WATER TIGHT DEWATER TRENCHES PRIOR TO INSTALLATION OF CONDUITS. PROVIDE WATER TIGHT FITTINGS ON ALL UNDERGROUND CONDUITS. 6. COORDINATE DEMOLITION WORK, AND ELECTRICAL AND TELEPHONE SERVICES TO THE COORDINATE DEMOLITION WORK, AND ELECTRICAL AND TELEPHONE SERVICES TO THE SITE, WITH THE RESPECTIVE LOCAL UTILITY COMPANY REPRESENTATIVES PRIOR TO COMMENCEMENT OF WORK. INCLUDE ALL ASSOCIATED COST/FEES BY THE UTILITY COMPANIES IN THE BID PRICE. 7. INSTALL UNDERGROUND CONDUITS 42" BELOW FINISHED GRADE, MINIMUM, UNLESS INSTALL UNDERGROUND CONDUITS 42" BELOW FINISHED GRADE, MINIMUM, UNLESS NOTED OTHERWISE. 8. COORDINATE SERVICE SHUT-DOWNS WITH ALL TRADES INVOLVED ON SITE AND COORDINATE SERVICE SHUT-DOWNS WITH ALL TRADES INVOLVED ON SITE AND OBTAIN WRITTEN AUTHORIZATION FROM OWNER 72 HOURS PRIOR TO ANY ELECTRICAL AND/OR TELEPHONE SHUT-DOWN. 9. REMOVE ALL DE-ENERGIZED CONDUCTORS FROM SITE AT COMPLETION OF THE REMOVE ALL DE-ENERGIZED CONDUCTORS FROM SITE AT COMPLETION OF THE PROJECT. 10. OUTDOOR LIGHTING BRANCH CIRCUIT WIRING SHALL BE MINIMUM #8 AWG OUTDOOR LIGHTING BRANCH CIRCUIT WIRING SHALL BE MINIMUM #8 AWG CONDUCTORS (XHHW-2), IN MINIMUM 1" DIA. CONDUIT, UNLESS NOTED OTHERWISE. 11. SPARE CONDUITS SHALL INCLUDE PULL STRING AND SHALL BE TERMINATED WITH A SPARE CONDUITS SHALL INCLUDE PULL STRING AND SHALL BE TERMINATED WITH A CAP. 12. EXCAVATE THE ENTIRE LENGTH OF TRENCH TO PROPERLY SET DUCT ELEVATIONS.EXCAVATE THE ENTIRE LENGTH OF TRENCH TO PROPERLY SET DUCT ELEVATIONS.

AutoCAD SHX Text R

AutoCAD SHX Text G:\2023\2023-0221-00\CAD\2023-0221-E0-SPN.dwg, E003, 10/20/2023 7:58:13 AM, Eric M. Graettinger, Peter Basso Associates Inc., E003, 10/20/2023 7:58:13 AM, Eric M. Graettinger, Peter Basso Associates Inc.E003, 10/20/2023 7:58:13 AM, Eric M. Graettinger, Peter Basso Associates Inc., 10/20/2023 7:58:13 AM, Eric M. Graettinger, Peter Basso Associates Inc.10/20/2023 7:58:13 AM, Eric M. Graettinger, Peter Basso Associates Inc., Eric M. Graettinger, Peter Basso Associates Inc.Eric M. Graettinger, Peter Basso Associates Inc., Peter Basso Associates Inc.

AutoCAD SHX Text

THE FOLLOWING DIMENSION EQUALS ONE INCH WHEN PRINTED TO SCALE.

AutoCAD SHX Text 1"

AutoCAD SHX Text UTILITY INFORMATION, AS SHOWN, INDICATES APPROXIMATE INFORMATION, AS SHOWN, INDICATES APPROXIMATE INFORMATION, AS SHOWN, INDICATES APPROXIMATE AS SHOWN, INDICATES APPROXIMATE AS SHOWN, INDICATES APPROXIMATE SHOWN, INDICATES APPROXIMATE SHOWN, INDICATES APPROXIMATE INDICATES APPROXIMATE INDICATES APPROXIMATE APPROXIMATE APPROXIMATE LOCATIONS AND TYPES OF EXISTING FACILITIES ONLY, AS AND TYPES OF EXISTING FACILITIES ONLY, AS AND TYPES OF EXISTING FACILITIES ONLY, AS TYPES OF EXISTING FACILITIES ONLY, AS TYPES OF EXISTING FACILITIES ONLY, AS OF EXISTING FACILITIES ONLY, AS OF EXISTING FACILITIES ONLY, AS EXISTING FACILITIES ONLY, AS EXISTING FACILITIES ONLY, AS FACILITIES ONLY, AS FACILITIES ONLY, AS ONLY, AS ONLY, AS AS AS DISCLOSED BY RECORDS PROVIDED TO THIS FIRM FROM BY RECORDS PROVIDED TO THIS FIRM FROM BY RECORDS PROVIDED TO THIS FIRM FROM RECORDS PROVIDED TO THIS FIRM FROM RECORDS PROVIDED TO THIS FIRM FROM PROVIDED TO THIS FIRM FROM PROVIDED TO THIS FIRM FROM TO THIS FIRM FROM TO THIS FIRM FROM THIS FIRM FROM THIS FIRM FROM FIRM FROM FIRM FROM FROM FROM THE VARIOUS UTILITY COMPANIES. NO GUARANTEE IS VARIOUS UTILITY COMPANIES. NO GUARANTEE IS VARIOUS UTILITY COMPANIES. NO GUARANTEE IS UTILITY COMPANIES. NO GUARANTEE IS UTILITY COMPANIES. NO GUARANTEE IS COMPANIES. NO GUARANTEE IS COMPANIES. NO GUARANTEE IS NO GUARANTEE IS NO GUARANTEE IS NO GUARANTEE IS GUARANTEE IS GUARANTEE IS IS IS GIVEN OR IMPLIED AS TO THE COMPLETENESS OR OR IMPLIED AS TO THE COMPLETENESS OR OR IMPLIED AS TO THE COMPLETENESS OR IMPLIED AS TO THE COMPLETENESS OR IMPLIED AS TO THE COMPLETENESS OR AS TO THE COMPLETENESS OR AS TO THE COMPLETENESS OR TO THE COMPLETENESS OR TO THE COMPLETENESS OR THE COMPLETENESS OR THE COMPLETENESS OR COMPLETENESS OR COMPLETENESS OR OR OR ACCURACY THEREOF. PRIOR TO CONSTRUCTION, ALL LOCATIONS AND DEPTHS OF TO CONSTRUCTION, ALL LOCATIONS AND DEPTHS OF TO CONSTRUCTION, ALL LOCATIONS AND DEPTHS OF CONSTRUCTION, ALL LOCATIONS AND DEPTHS OF CONSTRUCTION, ALL LOCATIONS AND DEPTHS OF ALL LOCATIONS AND DEPTHS OF ALL LOCATIONS AND DEPTHS OF LOCATIONS AND DEPTHS OF LOCATIONS AND DEPTHS OF AND DEPTHS OF AND DEPTHS OF DEPTHS OF DEPTHS OF OF OF EXISTING OVERHEAD AND UNDERGROUND UTILITIES (IN OVERHEAD AND UNDERGROUND UTILITIES (IN OVERHEAD AND UNDERGROUND UTILITIES (IN AND UNDERGROUND UTILITIES (IN AND UNDERGROUND UTILITIES (IN UNDERGROUND UTILITIES (IN UNDERGROUND UTILITIES (IN UTILITIES (IN UTILITIES (IN (IN (IN (IN CONFLICT WITH THE CONSTRUCTION OF THESE PROPOSED WITH THE CONSTRUCTION OF THESE PROPOSED WITH THE CONSTRUCTION OF THESE PROPOSED THE CONSTRUCTION OF THESE PROPOSED THE CONSTRUCTION OF THESE PROPOSED CONSTRUCTION OF THESE PROPOSED CONSTRUCTION OF THESE PROPOSED OF THESE PROPOSED OF THESE PROPOSED THESE PROPOSED THESE PROPOSED PROPOSED PROPOSED IMPROVEMENTS) SHALL BE VERIFIED IN THE FIELD. DURING SHALL BE VERIFIED IN THE FIELD. DURING SHALL BE VERIFIED IN THE FIELD. DURING BE VERIFIED IN THE FIELD. DURING BE VERIFIED IN THE FIELD. DURING VERIFIED IN THE FIELD. DURING VERIFIED IN THE FIELD. DURING IN THE FIELD. DURING IN THE FIELD. DURING THE FIELD. DURING THE FIELD. DURING FIELD. DURING FIELD. DURING DURING DURING THE CONSTRUCTION, THE CONTRACTOR SHALL PROTECT CONSTRUCTION, THE CONTRACTOR SHALL PROTECT CONSTRUCTION, THE CONTRACTOR SHALL PROTECT THE CONTRACTOR SHALL PROTECT THE CONTRACTOR SHALL PROTECT CONTRACTOR SHALL PROTECT CONTRACTOR SHALL PROTECT SHALL PROTECT SHALL PROTECT PROTECT PROTECT AND SUPPORT ALL UTILITIES THAT ARE ENCOUNTERED. SUPPORT ALL UTILITIES THAT ARE ENCOUNTERED. SUPPORT ALL UTILITIES THAT ARE ENCOUNTERED. ALL UTILITIES THAT ARE ENCOUNTERED. ALL UTILITIES THAT ARE ENCOUNTERED. UTILITIES THAT ARE ENCOUNTERED. UTILITIES THAT ARE ENCOUNTERED. THAT ARE ENCOUNTERED. THAT ARE ENCOUNTERED. ARE ENCOUNTERED. ARE ENCOUNTERED. ENCOUNTERED. ENCOUNTERED. (ALL COSTS FOR UTILITY LOCATION VERIFICATION, SUPPORT COSTS FOR UTILITY LOCATION VERIFICATION, SUPPORT COSTS FOR UTILITY LOCATION VERIFICATION, SUPPORT FOR UTILITY LOCATION VERIFICATION, SUPPORT FOR UTILITY LOCATION VERIFICATION, SUPPORT UTILITY LOCATION VERIFICATION, SUPPORT UTILITY LOCATION VERIFICATION, SUPPORT LOCATION VERIFICATION, SUPPORT LOCATION VERIFICATION, SUPPORT VERIFICATION, SUPPORT VERIFICATION, SUPPORT SUPPORT SUPPORT AND PROTECTION SHALL BE INCLUDED IN THE PROPOSED PROTECTION SHALL BE INCLUDED IN THE PROPOSED PROTECTION SHALL BE INCLUDED IN THE PROPOSED SHALL BE INCLUDED IN THE PROPOSED SHALL BE INCLUDED IN THE PROPOSED BE INCLUDED IN THE PROPOSED BE INCLUDED IN THE PROPOSED INCLUDED IN THE PROPOSED INCLUDED IN THE PROPOSED IN THE PROPOSED IN THE PROPOSED THE PROPOSED THE PROPOSED PROPOSED PROPOSED PAY ITEM CONFLICTING WITH THAT UTILITY). DURING CONSTRUCTION, THE CONTRACTOR SHALL USE CONSTRUCTION, THE CONTRACTOR SHALL USE CONSTRUCTION, THE CONTRACTOR SHALL USE THE CONTRACTOR SHALL USE THE CONTRACTOR SHALL USE CONTRACTOR SHALL USE CONTRACTOR SHALL USE SHALL USE SHALL USE USE USE EXTREME CAUTION WHEN OPERATING NEAR ANY AND ALL CAUTION WHEN OPERATING NEAR ANY AND ALL CAUTION WHEN OPERATING NEAR ANY AND ALL WHEN OPERATING NEAR ANY AND ALL WHEN OPERATING NEAR ANY AND ALL OPERATING NEAR ANY AND ALL OPERATING NEAR ANY AND ALL NEAR ANY AND ALL NEAR ANY AND ALL ANY AND ALL ANY AND ALL AND ALL AND ALL ALL ALL OVERHEAD AND / OR BURIED UTILITIES.

AutoCAD SHX Text

SCALE: 1" = 20'

AutoCAD SHX Text

%%UELECTRICAL NEW WORK SITE PLAN

5145 Livernois, Suite 100

Fax: 248-879-0007 Troy, Michigan 48098-3276

Tel: 248-879-5666 www.PeterBassoAssociates.com

CONSULTING ENGINEERS

Peter Basso Associates Inc

PBA Project No.: 2023.0221

SHEET TITLE:

CHECKED BY:DRAWN BY:

SCALE:

PRELIMINARY

DATE SUBMITTALS/REVISIONS

PROJECT NO.

SHEET NO.

CLIENT:

PROJECT NAME:

CONSTRUCTION RECORD

DATE:

0172-0048

SPRINGFIELD TOWNSHIP

09/22/2023

95% OWNER REVIEW08-16-2023

Know what's below.

72 hours before you dig.

Call R

FINAL PLAN SET09-06-2023

CIVIL ENGINEERS SURVEYORS ARCHITECTS

ENGINEERING STRONG COMMUNITIES

ANDERSON, ECKSTEIN AND

WESTRICK, INC.

Phone 586 726 1234 Fax 586 726 8780

51301 Schoenherr Road Shelby Township Michigan 48315 www.aewinc.com

Springfield Township Civic Center Standby

G:\2023\2023-0221-00\CAD\2023-0221-E5-DG.dwg

Generator Installation

BID ISSUE09-26-2023

EMGQOT

ONE LINE DIAGRAM

AND ELECTRICAL

DETAILS

E501

NONE

ADDENDUM NO. 110-20-2023

AutoCAD SHX Text

%%UCONSTRUCTION KEY NOTES:

AutoCAD SHX Text

1. REMOVE EXISTING MAIN METERING SECTION, INCLUDING 1200A MAIN BPS, GROUND REMOVE EXISTING MAIN METERING SECTION, INCLUDING 1200A MAIN BPS, GROUND FAULT, AND ANALOG METERS. REPLACE ENTIRE SWITCHBOARD SECTION WITH A NEW SIEMENS SB2 SWITCHBOARD SECTION OF SAME DIMENSIONS TO INCLUDE A 600A MAIN CIRCUIT BREAKER, ADDITIONAL SET OF LUGS AFTER THE MAIN FOR LANDING TRANSFER SWITCH NORMAL FEED, AND A SET OF LUGS FOR LANDING THE TRANSFER SWITCH OUTPUT TO THE DISTRIBUTION SECTION. INCLUDE HORIZONTAL BUSSING TO EXISTING SECTIONS. CONTACT BRIAN MCVEIGH AT SIEMENS. BRIAN.MCVEIGH@SIEMENS.COM OR 734 502-5150. 2. INCLUDE (1) SPARE 3/4" CONDUIT BETWEEN TRANSFER SWITCH AND STUBBED INTO INCLUDE (1) SPARE 3/4" CONDUIT BETWEEN TRANSFER SWITCH AND STUBBED INTO THE 1ST FLOOR ELECTRICAL ROOM CEILING WITH PULLSTRING FOR FUTURE USE

AutoCAD SHX Text

%%UDIAGRAM GENERAL NOTES:

AutoCAD SHX Text

1. THESE DRAWINGS REPRESENT THE GENERAL EXTENT AND ARRANGEMENT OF THESE DRAWINGS REPRESENT THE GENERAL EXTENT AND ARRANGEMENT OF SYSTEMS. COORDINATE EXACT EQUIPMENT LOCATIONS, ELEVATIONS, AND FINAL CONNECTION REQUIREMENTS. PROVIDE EACH SYSTEM COMPLETE, INCLUDING ALL NECESSARY COMPONENTS, FITTINGS AND OFFSETS. 2. FEEDER AND BRANCH CIRCUIT CONDUCTORS SHALL BE SIZED IN ACCORDANCE WITH FEEDER AND BRANCH CIRCUIT CONDUCTORS SHALL BE SIZED IN ACCORDANCE WITH THE "FEEDER AND BRANCH CIRCUIT SIZING SCHEDULE-GENERAL PURPOSE" ON THE "ELECTRICAL STANDARD SCHEDULES DRAWING" UNLESS SPECIFICALLY NOTED OTHERWISE. 3. BASIS OF DESIGN IS ASCO TRANSFER SWITCHES. IF THE CONTRACTOR ELECTS TO BASIS OF DESIGN IS ASCO TRANSFER SWITCHES. IF THE CONTRACTOR ELECTS TO PROVIDE EQUIPMENT FROM OTHER APPROVED MANUFACTURERS, THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE THE LAYOUT AND CLEARANCE REQUIREMENTS IN ALL SPACES CONTAINING ELECTRICAL EQUIPMENT AND PROVIDE EQUIPMENT MEETING THE SPECIFICATIONS AND ACHIEVING CODE REQUIRED CLEARANCES WITHIN THE SPACE PROVIDED.

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

DP-1 208Y/120V 3%%C, 4W, 1200A

AutoCAD SHX Text 30A 3P

AutoCAD SHX Text 60A 3P

AutoCAD SHX Text 100A 3P

AutoCAD SHX Text 200A 3P

AutoCAD SHX Text 600A 3P

AutoCAD SHX Text

SPACE

AutoCAD SHX Text

MAIN SWITCHBOARD 480Y/277V 3%%C, 4W, 1200A

AutoCAD SHX Text 30A 3P

AutoCAD SHX Text 60A 3P

AutoCAD SHX Text 100A 3P

AutoCAD SHX Text 200A 3P

AutoCAD SHX Text 400A 3P

AutoCAD SHX Text 200A 3P

AutoCAD SHX Text 400A 3P

AutoCAD SHX Text 1200A 3P

AutoCAD SHX Text

SPACE

AutoCAD SHX Text

SPACE

AutoCAD SHX Text

FIRE PUMP CONTROLLER

AutoCAD SHX Text

FIRE PUMP 25HP

AutoCAD SHX Text G

AutoCAD SHX Text 85kW/106.2kVA 480Y/277V 3PH

AutoCAD SHX Text M

AutoCAD SHX Text

EXISTING DTE TRANSFORMER 300KVA 13.2 - 480Y/277V X.XX%Z

AutoCAD SHX Text

METERING SECTION

AutoCAD SHX Text

MAIN SERVICE DISCONNECT

AutoCAD SHX Text

HUMIDIFIER

AutoCAD SHX Text

HVU

AutoCAD SHX Text

ELEVATOR

AutoCAD SHX Text

RTU-1

AutoCAD SHX Text

SEPTIC LIFT STATION

AutoCAD SHX Text

PANEL LP-1 250A MLO 208Y/120V 3 ,4W

AutoCAD SHX Text

PANEL LP-2

AutoCAD SHX Text

PHASE MONITOR

AutoCAD SHX Text 150kVA 480Y- 208Y/120V 3 5.6%Z IMP

AutoCAD SHX Text

PANEL 1B

AutoCAD SHX Text

PANEL 2B

AutoCAD SHX Text

PANEL 1A 250A MLO 208Y/120V 3 ,4W

AutoCAD SHX Text

PANEL 2A

AutoCAD SHX Text

PANEL F.P. 60A MCB 208Y/120V 3 ,4W

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

ECUH-1

AutoCAD SHX Text

ECUH-2

AutoCAD SHX Text

SUMP PUMP

AutoCAD SHX Text 200A 3P

AutoCAD SHX Text

FIRE PUMP CONTROLLER TRANSFER SWITCH

AutoCAD SHX Text

PANEL 1A1 125A MLO 208Y/120V 3 ,4W

AutoCAD SHX Text

PANEL F.P. TRANSFER SWITCH

AutoCAD SHX Text

WELL PUMP CONTROL TRANSFER SWITCH

AutoCAD SHX Text

WELL PUMP

AutoCAD SHX Text

30A 30AF

AutoCAD SHX Text G

AutoCAD SHX Text GENERAC SG250 14.2L NATURAL GAS STANDBY POWER GENERATOR 250kW/313kVA 60Hz 480Y/277V 3 @ 0.8pf376A

AutoCAD SHX Text

ASCO SERIES 300 ATS, NEMA 3R. 480Y/277V 3 , 4W65,000 AIC

AutoCAD SHX Text

500A OUTPUT BREAKER

AutoCAD SHX Text 100A 3P

AutoCAD SHX Text 200A 3P

AutoCAD SHX Text

STANDBY GENERATOR - NATURAL GAS

AutoCAD SHX Text J

AutoCAD SHX Text

SPARE

AutoCAD SHX Text 400A 3P

AutoCAD SHX Text

3 SETS OF 4#600 KCMIL - 4"PVC 1-4" PVC SPARE

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

%%UONE LINE DIAGRAM

AutoCAD SHX Text

3 POLE OUTPUT BREAKER SERVING

AutoCAD SHX Text

GENERATOR CONTROL PANEL

AutoCAD SHX Text COOLANT JACKET HEATER, 1500W MINIMUM, 120V-1 , , VERIFY EXACT SIZE AND WIRING REQUIREMENTS WITH MANUFACTURER

AutoCAD SHX Text

FEEDER REFER TO ONE-LINE DIAGRAM FOR SIZE

AutoCAD SHX Text BLOCK HEATER, 6000W BASIS OF DESIGN, 208V-3 , , VERIFY EXACT SIZE AND WIRING REQUIREMENTS WITH MANUFACTURER

AutoCAD SHX Text

BATTERY CHARGER

AutoCAD SHX Text

1"C SPARE TO MAIN ELECTRICAL ROOM

AutoCAD SHX Text

1"C WITH 4#12 AND 2#16 SHIELDED TWISTED PAIR CABLE TO ATS

AutoCAD SHX Text NOTES: 1. VERIFY ALL WIRING WITH SELECTED GENERATOR MANUFACTURERS DRAWINGS AND WIRING DIAGRAMSVERIFY ALL WIRING WITH SELECTED GENERATOR MANUFACTURERS DRAWINGS AND WIRING DIAGRAMS

AutoCAD SHX Text

GENERATOR WIRING CONNECTION DETAIL NO SCALE

AutoCAD SHX Text

EXISTING PANEL F.P.

AutoCAD SHX Text

LOAD TYPE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

CB TYPE

AutoCAD SHX Text

ØA

AutoCAD SHX Text

ØB

AutoCAD SHX Text

ØC

AutoCAD SHX Text

CB TYPE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

LOAD TYPE

AutoCAD SHX Text

AutoCAD SHX Text L

AutoCAD SHX Text

EXISTING LOAD

AutoCAD SHX Text

EXISTING LOAD

AutoCAD SHX Text

EXISTING LOAD

AutoCAD SHX Text

EXISTING LOAD

AutoCAD SHX Text

EXISTING LOAD

AutoCAD SHX Text

EXISTING LOAD

AutoCAD SHX Text

EXISTING LOAD

AutoCAD SHX Text

EXISTING LOAD

AutoCAD SHX Text

NEW

AutoCAD SHX Text

GENERATOR - COOLANT JACKET HEATER

AutoCAD SHX Text

EXISTING LOAD

AutoCAD SHX Text

NEW

AutoCAD SHX Text

GENERATOR - BLOCK HEATER

AutoCAD SHX Text

EXISTING LOAD

AutoCAD SHX Text

NEW

AutoCAD SHX Text

GENERATOR - RECEPT AND CHARGER

AutoCAD SHX Text

NEW

AutoCAD SHX Text

NEW

AutoCAD SHX Text

ØA

AutoCAD SHX Text

ØB

AutoCAD SHX Text

ØC

AutoCAD SHX Text

FEEDER AND OVERCURRENT SIZING

AutoCAD SHX Text

PANELBOARD INFORMATION

AutoCAD SHX Text

DEMAND FACTOR

AutoCAD SHX Text

CALCULATED LOAD

AutoCAD SHX Text

VOLTAGE:

AutoCAD SHX Text 240/120

AutoCAD SHX Text

BRANCH CIRCUIT CONNECTED LOAD

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text

BUS AMPACITY:

AutoCAD SHX Text 225A

AutoCAD SHX Text

CONTINUOUS LOAD (C)

AutoCAD SHX Text 100%

AutoCAD SHX Text 125%

AutoCAD SHX Text

MAIN TYPE:

AutoCAD SHX Text

60A MCB

AutoCAD SHX Text

ELECTRIC HEAT (E)

AutoCAD SHX Text 100%

AutoCAD SHX Text

MINIMUM A.I.C.:

AutoCAD SHX Text

NON-CONTINUOUS LOAD (NC)

AutoCAD SHX Text 16710

AutoCAD SHX Text 100%

AutoCAD SHX Text 16710

AutoCAD SHX Text 100%

AutoCAD SHX Text 16710

AutoCAD SHX Text

MOUNTING:

AutoCAD SHX Text

SURFACE

AutoCAD SHX Text

KITCHEN LOAD (K)

AutoCAD SHX Text 100%

AutoCAD SHX Text

RECEPTACLE BASE LOAD (R)

AutoCAD SHX Text 100%

AutoCAD SHX Text

FEED-THROUGH LUGS

AutoCAD SHX Text

RECEPTACLE DEMAND LOAD (R)

AutoCAD SHX Text 50%

AutoCAD SHX Text 100%

AutoCAD SHX Text

DOUBLE LUGS

AutoCAD SHX Text

LIGHTING LOAD (L)

AutoCAD SHX Text

AutoCAD SHX Text 100%

AutoCAD SHX Text

AutoCAD SHX Text 125%

AutoCAD SHX Text

INTEGRAL SPD

AutoCAD SHX Text

ADDITIONAL TRACK LIGHTING LOAD

AutoCAD SHX Text 100%

AutoCAD SHX Text

MOTORS, HIGHEST LOAD (MH)

AutoCAD SHX Text 125%

AutoCAD SHX Text 100%

AutoCAD SHX Text

PANELBOARD LOCATION

AutoCAD SHX Text

MOTORS, REMAINING LOAD (M)

AutoCAD SHX Text 100%

AutoCAD SHX Text

NOTE: DEMAND AND SIZING INFORMATION IS CALCULATED FROM CONNECTED LOAD

AutoCAD SHX Text

TOTAL(KVA):

AutoCAD SHX Text 17.21

AutoCAD SHX Text

TOTAL (AMPS):

AutoCAD SHX Text

TOTAL (AMPS):

AutoCAD SHX Text

FIRE PUMP SWITCH

AutoCAD SHX Text 600A 3P

AutoCAD SHX Text

AutoCAD SHX Text G:\2023\2023-0221-00\CAD\2023-0221-E5-DG.dwg, E501, 10/20/2023 7:58:20 AM, Eric M. Graettinger, Peter Basso Associates Inc., E501, 10/20/2023 7:58:20 AM, Eric M. Graettinger, Peter Basso Associates Inc.E501, 10/20/2023 7:58:20 AM, Eric M. Graettinger, Peter Basso Associates Inc., 10/20/2023 7:58:20 AM, Eric M. Graettinger, Peter Basso Associates Inc.10/20/2023 7:58:20 AM, Eric M. Graettinger, Peter Basso Associates Inc., Eric M. Graettinger, Peter Basso Associates Inc.Eric M. Graettinger, Peter Basso Associates Inc., Peter Basso Associates Inc.

EJCDC® C-410, Bid Form for Construction Contracts.

BID FORM

SPRINGFIELD TOWNSHIP CIVIC CENTER

STANDBY GENERATOR

AEW PROJECT NO. 0172-0048

BID SUBMITTED BY:___________________________

Company Name

TABLE OF CONTENTS

Page

Article 1 – Bid Recipient

Article 2 – Bidder’s Acknowledgements

Article 3 – Bidder’s Representations

Article 4 – Bidder’s Certification

Article 5 – Basis of Bid

Article 6 – Time of Completion

Article 7 – Attachments to this Bid

Article 8 – Defined Terms

Article 9 – Bid Submittal

ARTICLE 1 – BID RECIPIENT

1.01 This Bid is submitted to:

Joan Rusch, Planning Administrator/Supervisor’s Assistant Springfield Charter Township 12000 Davisburg Road Davisburg, Michigan 48350

1.02 The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with Owner in the form included in the Bidding Documents to perform all Work as specified or indicated in the Bidding Documents for the prices and within the times indicated in this Bid and in accordance with the other terms and conditions of the Bidding Documents.

ARTICLE 2 – BIDDER’S ACKNOWLEDGEMENTS

2.01 Bidder accepts all of the terms and conditions of the Instructions to Bidders, including without limitation those dealing with the disposition of Bid security. This Bid will remain subject to acceptance for sixty [60] days after the Bid opening, or for such longer period of time that Bidder may agree to in writing upon request of Owner.

ARTICLE 3 – BIDDER’S REPRESENTATIONS

3.01 In submitting this Bid, Bidder represents that:

A. Bidder has examined and carefully studied the Bidding Documents, and any data and reference items identified in the Bidding Documents, and hereby acknowledges receipt of the following Addenda:

Addendum No. Addendum, Date

B. Bidder has visited the Site, conducted a thorough, alert visual examination of the Site and adjacent areas, and become familiar with and satisfied itself as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work.

C. Bidder is familiar with and has satisfied itself as to all Laws and Regulations that may affect cost, progress, and performance of the Work.

D. Bidder has carefully studied all: (1) reports of explorations and tests of subsurface conditions at or adjacent to the Site, if any, and all drawings of physical conditions relating to existing surface or subsurface structures at the Site, if any, that have been identified in the Supplementary Conditions, especially with respect to Technical Data in such reports and drawings, and (2) reports and drawings relating to Hazardous Environmental Conditions, if

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Aug 8, 2025.