ALL BIDDERS SUBJECT: AD - BidNet

300 SOUTH SEVENTH · ROOOM 200 · SPRINGFIELD, ILLINOIS 62701-1681 · (217) 789-2191 · FAX (217) 789-2207

OFFICE OF BUDGET AND MANAGEMENT PURCHASING DEPARTMENT

CITY OF SPRINGFIELD, ILLINOIS

February 5, 2021

TO: ALL BIDDERS

SUBJECT: ADDENDUM #2

Contract #UE21-01-57

138kV Substation Foundations

The following addendum information is being provided to assist you as you prepare your

proposal:

Item 1. Addendum #2

Item 2. Addendum Acknowledgement Form

Please sign the Addendum Acknowledgement Form and insert it in your proposal. Failure to

sign this acknowledgement may result in the rejection of your proposal.

If you have any questions concerning this acknowledgement, please contact me at 217-789-2191,

Extension 6237. I thank you for your interest in this project.

Sincerely,

Anthony Quinones

Assistant Purchasing Agent

ADDENDUM #2



This Addendum is issued to all registered plan holders pursuant to the Instructions to Bidders and

Conditions of the Contract. This Addendum serves to clarify, revise, and supersede information

in the Project Manual, Drawings, and previously issued Addenda. Portions of the Addendum

affecting the Contract Documents will be incorporated into the Contract by enumeration of the

Addendum in the Owner/Contractor Agreement.

PLEASE SEE THE FOLLOWING ADDITIONAL

INFORMATION, CHANGES AND CLARIFICATIONS:

1. When excavating inside the existing substation area, are we to utilize soft dig and/or air knifetype excavating? If so what are the requirements for this? We will leave that up to thecontractor as to the best method for the excavation. We will be leaving the substation energizedand only taking out the portions to be removed. Regular excavation techniques should be fine.

2. Are there any handling and/or disposal requirements for the spoils generated and the debrisfrom foundations being removed? We do not have anything written for the removal of thespoilage. It should be fine to pile the spoilage in the south end of the substation to be spreadlater.

3. Will CWLP be providing all of the materials for the below grade grounding and conduit work?CWLP will be providing all of the equipment for the ground grid and conduit work requested. Onthe city’s website, the concurrent contract UE21-01-56 – Outdoor Galvanized Steel SubstationStructures has all of the loose material we are requesting for the work to be completed.Anything not shown to complete the work, the contractor can provide. This contract plans areattached in this addendum.

4. Construction specification states a schedule of 3/15/21 through 4/15/21 for the foundationwork? Does the below grade grounding and conduit work need completed within this timeframeas well? Is there flexibility in this timeframe? The intention is mostly for the start date to fallwithin that time frame and to have at least the foundations completed. Our “in service” date forthis project is June 1st. We may have some flexibility for the ground grid to extend to end ofApril.

5. Does the below grade grounding work also include fence grounding? Yes, it will require addingfence grounds. See contract UE21-01-56, from question 3, for materials.

6. Does the existing fence removal fall under this scope, or done by others? The fenceremoval/replacement has already been completed separately.

7. Please confirm this scope only includes below grade work and foundation install and removal –Others will remove and install the substation steel, equipment, jumpers, etc.? The scope of workfor this contract will just be foundation installations/removals and below grade work. CWLP willremove/install new structures and equipment above grade.

8. Drawing “TA-46” (Conduit Plan for Taintor Sub) references “Geolocated Feeders” – Are thesejust referencing some of the existing conduit runs? Please clarify. Yes, we have feeders that runnorth through the yard and have been located. We will relocate the feeders before the start ofthe work.

SPECIFICATIONS & DRAWINGS FOR OUTDOOR GALVANIZED STEEL SUBSTATION STRUCTURES

AND MISCELLANEOUS EQUIPMENT

1.0 SCOPE

A. These technical specifications cover the design, detailing, fabrication and delivery ofeverything necessary for, or incidental to, executing and completing all disconnectswitches, arrestors, structural steel, miscellaneous equipment, and related work asspecified or shown on the drawings. Specific material to be furnished under thiscontract includes two (2) 72.5 kV, 1200 amp, Mindcore, gang-operated, aluminumvertical-break disconnect switches with standard arcing horns, structural steel,switch grounding mats, all fasteners necessary to attach equipment to the steel,insulators, ABB surge arresters, bus connectors, aluminum tube, groundingconductors, and ground connectors.

B. The structures and materials will be installed at the existing Palomino and TaintorSubstations.

C. A prospective bidder who is in doubt as to the meaning of any part of the ContractDocuments, or of any addenda, may submit to the Purchasing Agent a writtenrequest for interpretation. Such requests shall be addressed to:

Office of the Purchasing Agent Phone: (217) 789-2191 Email: [email protected]

Any such interpretation will be made by addendum. City of Springfield will not be responsible for any explanation or interpretation of proposed documents other than by addendum. Any addenda will become part of the Contract Documents.

The bidders are to list any and all exceptions to these specifications.

D. Manufacturer’s cut sheets shall be provided for any equipment that differs fromwhat is specified. CWLP reserves the right to make the determination if equipmentis equal to that specified. Where an item is specified as “No Exceptions”, the exactequipment shall be supplied.

2.0 EXTENT OF CONTRACT

A. These specifications provide the information required by manufacturers to submit aproposal for support steel for an outdoor substation. The steel structure shall be asspecified and include all services inherent in the transaction such as engineering,drawings, fabrication, packaging, or crating, and shipping. All associated equipmentshall be supplied as specified.

UE21-01-56 Outdoor Galvanized Steel Substation Structures

16 of 63 January 19, 2021

INFORMATIONAL PURPOSES ONLY ADDENDUM #2

B. If these specifications call for material, equipment, or manufacturing procedures,different from the manufacturer's standard, the manufacturer shall clearly identifyall deviations or substitution in his bid. When possible, the manufacturer should bidaccording to the specifications with the manufacturer's standard as an option.

3.0 SHIPMENT AND MARKING

A. No shipment shall be made 30 days prior to the requested date without writtenapproval from City. Exact shipment destination will be (unless specified differentlyon the Purchase Order):

Palomino Substation 1650 Bruns Lane Springfield, Illinois 62702

Taintor Substation 1500 Taintor Road Springfield, IL 62707

B. Chris Lucchesi at 217-757-8520 (ext. 2258) shall be notified at least 72 hours(excluding normal holidays and weekends) prior to delivery of the structures.

C. Supplier shall be responsible for and make good any and all damage due toimproper loading and preparation for shipment. The Supplier shall be responsiblefor verifying that the actual delivery can be made to the required location, and shallbe cognizant of any physical limitations affecting delivery. Boxes and crates shall besuitably marked with delivery destination and purchase order number. Each boxand crate shall have a packing list attached to the outside and a second list enclosedshowing the parts contained therein and include the Purchase Order number.

D. The supplier shall suitably box, crate, brace, and otherwise prepare equipment andmaterial for safe shipment, including protection against all environmentalconditions encountered during shipment.

E. Trussed components shall be shipped assembled and all other components shopassembled to the extent that field construction can be completed using normal fielderection procedures.

F. The supplier shall tag each item of equipment with substation location name,contract number, bill of material, and item number for shipment.

G. The supplier shall deliver all structures by truck. Unloading from trucks will beperformed only during the normal 40 hour week, and truck arrivals must bescheduled accordingly.

H. Delivery is required on or before March 31, 2021.


17 of 63 January 19, 2021


I. All materials shall be delivered DDP, Incoterms® 2010 to the Office of PublicUtilities, at each substation address.

4.0 LAWS, SAFETY CODES AND STANDARDS

A. All structures and members shall be designed, constructed, and assembled inaccordance with the following applicable standards.

1. "Specification for the Design, Fabrication and Erection of Structural Steel forBuildings", by the American Institute of Steel Construction (AISC).

2. AWS D1.1, "Structural Welding Code" by the American Welding Society.

3. ASTM A36, "Specification for Structural Steel."

4. ASTM A123, "Specification for Zinc (Hot-Dip Galvanized) Coatings onProducts Fabricated from Rolled, Pressed, and Forged Steel Shapes, Plates,Bars and Strip."

5. ASTM A143, "Recommended Practice for Safeguarding AgainstEmbrittlement of Hot-Dip Galvanized Structural Steel Products andProcedure for Detecting Embrittlement."

6. ASTM A153, "Specifications for Zinc Coating (Hot-Dip) on Iron and SteelHardware."

7. ASTM A307, "Specification for Carbon Steel Externally and InternallyThreaded Standard Fasteners."

8. ASTM A384, "Recommended Practice for Safeguarding Against Warpage andDistortion During Hot-Dip Galvanizing of Steel Assemblies."

9. NEMA Standard Publication SG6 Part 36 "Outdoor Substation."

10. ASTM A385, "Recommended Practice for Providing High Quality ZincCoatings (Hot-Dip) on Assembled Products."

11. ASTM A394, "Specification for Galvanized Steel Transmission Tower Boltsand Nuts."

5.0 DESIGN

A. The design shall conform to the requirements of NEMA Standards Publication SG6Part 36 except as modified herein by these specifications and the accompanyingdrawings.

B. The design shall be based on the following conditions:

1. NESC Heavy- 40MPH wind, 1/2" ice, 1000 lb. in conductor shield wire


18 of 63 January 19, 2021


2. High Wind - 70 MPH wind, 0" ice, 1000 lb. in conductor and shield wire

3. Unbalanced Condition - Conditions 1 and 2 with conductor and shield wire

tensions applied at one end only

4. Short Circuit- Structures supporting rigid bus shall be designed on the basis of ultimate strength design methods to withstand, without permanent deformation, the mechanical effects of short circuit currents based on the worst of the following horizontal loads applied at the elevation of the busses.

a. Short circuit forces based on section 11 of ANSI/IEEE STD 605-1987

where:

F = M x [(43.2 x I2)/(D x 107)]

F = Force in pounds per foot of bus M = A factor to account for fault type and bus location I = RMS symmetrical fault current in amperes (40,000

amperes) D = Phase spacing in inches

b. Maximum rated cantilever strength of the insulators supporting the

bus.

5. Deflection Limits:

a. Horizontal deflection of vertical members at the elevation of the conductor attachments - 1/100 if vertical height

b. Vertical deflection of horizontal members - 1/200 of span

c. Horizontal deflection of horizontal members - 1/200 of span

d. All above limits apply to conditions 1, 2 & 3

6. Design Stresses - SAS allowable stress design with overload factor of

1 (except as noted in 4 above)

7. Shape Factors - (Applied to wind loads) Round surfaces = 1.0 Flat surfaces = 1.6

8. Assume no wind shielding from adjacent components. 9. Conductor and shield wire tensions shall be applied at angles between 0 and

15 Degrees in the horizontal direction. Tensions in each conductor and


19 of 63 January 19, 2021


shield wire shall be applied parallel to each other and in any combination at each end of the structure that imposes a critical loading with respect to meeting the strength or deflection requirements of these specifications on any structural component.

C. All field connections shall be bolted. No field welding will be permitted.

6.0 MATERIAL

A. The 72.5 kV structures shall consist of square tubular steel conforming to ASTM A35 with a minimum of silicon content of 0.1%.

B. Connection bolts and nuts shall conform to ASTM A394. Bolts shall be heavy hex

head with heavy hex nuts and shall be a minimum of 5/8 inch.

C. Washers shall conform to ASTM A36. Dimensions shall be in accordance with ANSI-65, Standard B27-2, Medium class.

D. Each connection shall be furnished with one palnut for locking. E. An excess of twenty-five percent (25%) with a minimum of two of any one size

and/or length of all bolts, nuts and palnuts shall be furnished.

F. Bolt lists shall be furnished stipulating size, type and quantity of bolts, nuts, washers and palnuts.

G. All materials shall be galvanized.

H. Supply Galvanized slip resistant open-type ground mats.

I. Miscellaneous

1. The supplier shall fully fabricate, drill and punch all members for erection,

mounting equipment, grounding connectors, switch operating mechanisms, etc., before galvanizing and shipping.

2. Minimum thickness for connection or equipment mounting plate material

shall be 1/4". 7.0 FABRICATION

A. General

1. Fabrication shall conform to the requirements of the latest revision of the American Institute of Steel Construction's "Specification for Design, Fabrication and Erection of Structural Steel Buildings."

B. Shop Welding


20 of 63 January 19, 2021


1. Shop welding shall conform to the latest revision of AWS D1.1.

C. Workmanship

1. Workmanship and finish shall be equal to the best modern practice for

substation structures. Before being laid out or worked in any way, materials shall be thoroughly straightened in the shop by methods which will not injure it. Templates shall be laid flat without distortion while work is being laid out. Shearing, chipping, and punching shall be neat and accurate, and all portions of the work shall be neatly finished.

2. Holes shall be located accurately to assure that the bolts will be at right

angles to the plane of the connection. The use of drift pins to correct misalignment of holes will not be permitted.

3. Holes for connection bolts shall be 1/16-inch larger than nominal diameter

of the bolt. Holes for anchor bolts in baseplates may be up to 3/16-inch larger than the nominal diameter of the anchor bolt.

4. No hole shall be punched in members within 4" of a point of bending until

the member has been bent.

5. Members which are to be connected to other steel. parts of the structure shall not have an error in length greater than 1/16" for members 30 feet or less in length, and more than 1/8" for members over 30 feet in length.

6. Welded assemblies for galvanized steel structures shall be fabricated before

galvanizing in accordance with the Recommended Practice for Providing High Quality Zinc Coatings (Hot-Dip) on Assembled Products, ASTM Designation A385.

7. The use of a burning torch is permissible for cutting members, provided all

irregular edges are trimmed smooth before galvanizing. Stresses shall not be transmitted into the metal through a burned surface for a distance equal to the thickness of the materials and shall not be considered a part of the net section for tension members. The use of a burning torch for cutting bolt holes will not be allowed.

8. Holes in material 3/4" thick and over shall be reamed after sub-punching or

shall be drilled. Holes in material less than 3/4" thick shall be punched to full size. All holes shall be clean cut and without ragged or torn edges.

9. Structural members, particularly channels, shall be arranged so that there

are no "pocket" spaces which can accumulate moisture without drawing. 8.0 GALVANIZING


21 of 63 January 19, 2021


A. Structural Members

1. After fabrication and before assembly, all material shall be thoroughly cleaned of rust, scale, and grease, and shall then be hot-dip galvanized in accordance with American Society for Testing and Materials Specifications" A123. Coating thickness shall comply with the requirements of ASTM 123. Any member that is machined, bent, or worked in any manner after galvanizing shall be re-galvanized. Surfaces of material shall be free of any foreign substances and shall have the same appearance when received by the owner as when it was shipped from the supplier's plant.

2. A minimum of 3.5 mm thickness of galvanizing shall be utilized over the

entire surface area. Double dipping will not be permitted.

B. Connection Materials

1. Bolts, nuts, and washers, except those conforming to ASTM A394, shall be galvanized per A153.

2. Only the top eight inches of each anchor bolt shall be galvanized.

3. After galvanizing, bolts and nuts shall be assembled and shall have an

interchangeable finger fit without shake. Wrench tightness or spinning fit shall be cause for rejection. Nuts must be tapped or rerun after galvanizing.

C. The supplier shall furnish and ship galvanizing materials to be applied by the

erection contractor to repair damaged galvanized surfaces. The galvanizing material shall be one of these items or an acceptable equal material:

1. "Colo-Golo" as manufactured by Thermacote, Welco Co.

2. "AMCO Galvanized Sticks" by American Solder and Flux Co., of Paoli,

Pennsylvania.

3. "AMCO 321 Galvanizing Power", by American Solder and Flux Co., of Paoli, Pennsylvania.

9.0 MARKINGS

All structural members shall be plainly stamped with a steel die to conform to the piece marks on the erection diagrams and ship detail drawings. Steel shall be stamped before galvanizing. The marks shall be clearly visible after galvanizing.

10.0 INSPECTION


22 of 63 January 19, 2021


A. The supplier shall give the owner free access to this work, and whenever requested shall furnish full information as to the progress of the work in its various parts.

B. The owner reserves the right to determine conformity to the quality specified herein

by any inspection method. Welds and/or other fabrication not conforming to the requirements of these specifications shall be repaired at the supplier's expense.

C. The owner reserves the right to inspect the work either at the place of fabrication or

at the job site. In either case, the supplier shall not be relieved of any responsibility for the quality of material and workmanship, or the conformance to details and dimensions to those shown on the owner's drawings; and any adjustments, changes or repairs, which may be found necessary after the delivery of material, including all additional handling and shipping charges, shall be paid for by the supplier.

D. The failure of the owner to inspect the work, to require testing of a structure or any

part thereof, or to reject any unsatisfactory materials or workmanship shall not relieve supplier of his responsibility for the work.

E. A copy of the following test reports shall be promptly furnished to the owner, as

requested (after fabrication of structures):

1. Certified mill test reports for all structural material.

2. Certified welding reports for each structure.

3. Test reports on coating thickness.

4. Any test reports which indicate non-conformance with the requirements of these specifications shall be grounds for rejection of the affected materials by the owner.

11.0 DRAWINGS AND DESIGN DATA

A. The following shall be submitted for reviews within 60 days after receipt of approved contract.

1. Design data for structure and anchor bolts including foundation reactions. 2. Erection drawing of structure.

3. Setting plan for anchor bolts.

B. Shop drawings shall be submitted for review within four weeks after receipt of the

acknowledgement that the owner's review of the design data and erection drawing has been completed.


23 of 63 January 19, 2021


C. Three print copies of the drawings and data requested in A and B above shall be forwarded to the City.

D. Drawings shall be submitted in AutoCAD 2013 or newer. Files shall have a listing

attached.

E. All drawings and data shall have the substation name above the supplier's standard title block.

F. Acknowledgement of review by the owner of any design data or drawings implies

review of general concept only and does not relieve the supplier of his obligation to comply with these specifications.

G. The owner retains the right to reuse design data and drawings at other locations on

his system.

H. All design data shall bear the stamp of a registered professional structural engineer. 12.0 WARRANTY AND GUARANTEES

A. Material and Workmanship - The supplier shall guarantee that materials which fail, due to defects in materials, design, or workmanship, shall be replaced by the supplier without further cost to the owner.

B. Incorrect Material - The supplier shall further guarantee to replace, repair, or cover

the cost of correcting such material previously installed at no additional cost to the owner.

C. Manufacturer warrants to purchaser that all materials will be new, and that all work

will be of good quality and free from defects in accordance with the Contract Documents and any inspections, tests, or approvals provided for in the Contract Documents.

D. Manufacturer will not be relieved of his guarantee or any other responsibility for the

proper performance of materials and equipment furnished under this Contract by reason of defective installation when installed equipment has been inspected prior to operation by the manufacturer or his authorized representative.

13.0 ACCEPTANCE

A. After delivery, the structure will be inspected and shall be free of dirt, oil blisters, flux, black spots, dross, tear drop edges, flaking paint, or zinc; and in general, shall be smooth, attractive, and unscarred. Structures not meeting this requirement shall be repaired or replaced by the supplier at no additional cost to the owner.

B. The structure will be accepted after all the work included in the Purchase Order is

completed to the satisfaction of the purchaser and when performance guarantees have been met.


24 of 63 January 19, 2021


14.0 REFERENCE DRAWINGS

A. The following drawings are a part of these specifications. 1. 72.5 kV Electrical Arrangement for Palomino Substation

2. 72.5 kV Electrical Arrangement for Taintor Substation

B. The drawings indicate the required location of equipment to be attached to the

structure. These locations shall be maintained and appropriate structural details shall be provided. Fasteners for attachment of equipment to structure shall be provided unless specifically stated otherwise on the drawings. Structural details shall accommodate the materials listed on the drawings.

C. The structural members shown indicate concept only. The supplier shall maintain

all column (structure leg) locations as shown. The supplier is responsible for member sizing and the location of members to provide adequate rigidity and strength to conform to the requirements of these specifications.

15.0 EXPERIENCE

A. Bidders shall submit a list of at least ten (10) installations of outdoor substation structure of the same general type that have been in successful operation for a period of not less than three (3) years. Information shall include contact name and phone number.

16.0 AIR-BREAK DISCONNECT SWITCHES A. Provide two (2) 72.5 kV, 1200 A, aluminum vertical-break disconnect

switches, gang operated, with standard arcing horns, Mindcore – AVX07212. No exceptions shall be made.

17.0 STEEL EQUIPMENT

Steel drawing references can be found on pages 8 & 9 for each substation package under “Section Views” & “Steel Details”. The specific steel to be included is as follows.

A. Eleven (11) single pedestal, 15’ low bus support.

B. Eight (8) single pedestal, 20’ high bus support. C. Sixteen (16) anchor Bolts, 1 ¼” x 44”, S&C Electric Company –

S-81365-2. D. Two (2) 3-phase disconnect switch structures.


25 of 63 January 19, 2021


18.0 INSULATORS

A. Provide sixty (60) 69 kV, 350 kV BIL porcelain station post insulators, 3” B.C., std. strength, ANSI light gray. Insulators should be Lapp - 315216-70.

19.0 SURGE ARRESTERS

A. Provide Eighteen (18) 60 kV, 48 kV MCOV, Polim-S station class surge arresters. Arresters shall be ABB – Q060SA048A, no exceptions.

20.0 BUS CONNECTORS

Provide the following SEFCOR connectors. No Exceptions shall be made. A. One hundred twenty (120) 3” aluminum terminals, bolted, 795 MCM 45/7 to NEMA

4-hole pad, SEFCOR – AFNC-34-4A B. Sixty (60) grounding studs, aluminum, bolted, 3” pipe

to stud, SEFCOR – ATS-62. C. Seventy (70) 3” aluminum tees, bolted, tube to flat, tube size 3

IPS pad: 4-hole pad, SEFCOR – ATF-62-4A. D. Sixty (60) 3” aluminum end plug SPS pipe, internal, SEFCOR – DP-62-

AL.

E. Eighty (80) 3” aluminum bus support, bolted, 3” pipe to insulator, 3” B.C., slip or rigid, SEFCOR – ASTI-62-5.

F. Fifteen (15) 3” aluminum terminals, bolted, 90 degree, 795 MCM to NEMA 4-hole

pad, SEFCOR – AFNC90-34-4A. G. Fifteen (15) 795 AAC/ACSR to 4” 4-hole pad, aluminum terminal, bolted,

45 degree, SEFCOR – AFNC45-34-4A. H. Fifteen (15) aluminum terminals, bolted, expansion, 3” pipe main to 4-

hole pad, SEFCOR – AFXT-62-4A.

I. Thirty (30) aluminum couplers, bolted, 3” pipe to 3” pipe, SEFCOR – ASCT-6262. J. Fifty (50) aluminum bus dampers, for 3” S.P.S. AL. pipe,

SEFCOR – GHJK-DAMP-62-7.

K. Thirty (30) aluminum ground stirrups, bolted 795 KCMIL AAC to Tinner Loop, SEFCOR – AHLSC-34.


26 of 63 January 19, 2021


21.0 ALUMINUM TUBE

A. Forty (40) 3” IPS Sch. 40 aluminum tube bus, 6061-T6 Alloy, in 40’ sections.

22.0 CONDUIT A. Provide 1,300 feet of 4” Sch. 40 Conduit, in 10 foot sections. 23.0 GROUND CONDUCTORS

A. Provide 5,000 feet of 250 MCM bare copper conductor.

1. Conductor shall be soft drawn copper with 37 concentric strands.

2. Conductor must meet ASTM B-3 and B-8.

3. Conductor shall be shipped in approximately 1,000 foot reels.

B. Provide 500 feet of 795 KCMIL aluminum AAC 45/7conductor.

C. Sixty (60) copper ground rods, 5/8” diameter, in 10 foot sections.

24.0 GROUND CONNECTORS

A. Two hundred (200) Cadweld shots, 300PLUSF20.

B. Eight (8) Cadweld molds, crosses, TAC-2V2V.

C. Provide 5,000 feet of #2 Copperweld. 1. Copperweld - CCS01024DR10. 2. 40%, 2 AWG (0.2576”) Copperweld wire. 3. Annealed - Q6C257A. 4. Supplied on wooden reel. 5. Must be Copperweld brand. No exceptions.


27 of 63 January 19, 2021


25.0 ACCESS

A. The City shall at its option be granted access to all documents and records necessary to verify conformance to the contract requirements and to observe routine work and inspect work in progress.

B. Access will be during normal working hours unless other times are mutually agreed

to or work is performed at other times.

C. The conditions of this Section apply to the manufacturer to which a contract is awarded, and to all subcontracted suppliers.

D. The conditions of this Section shall not relieve the manufacturer of any

responsibility for conformance to the requirements of this document. 26.0 INDEMNIFICATION

A. The supplier will indemnify and hold the City of Springfield and Advantage Engineering, Inc. and their respective officers, directors, trustees, employees, and agents and each of them harmless against any and all claims, demands, and choices in action arising out of this agreement, and from any and all complaints or suits made or brought for injury to persons or property caused by the supplier, its agents, employees, or independent contractors in performance of the work and services under this agreement, excepting those caused by negligence of any entity or person to be indemnified hereunder.

B. The supplier shall indemnify the City of Springfield and Advantage Engineering, Inc.

against any and all demands for or assessments of civil penalties, including stipulated penalties including attorney's fees and costs incurred by them to oppose any such demands or assessments, arising out of the performance of the work by the supplier, excepting those demands or assessments caused by negligence of the City of Springfield and Advantage Engineering, Inc. and their respective officers, directors, trustees, employees and agents.

27.0 BIDDER QUALIFICATIONS

A. Qualifications of Bidders shall include:

1. Be regularly engaged in the fabrication of transmission substation structures.

2. Have previously designed and fabricated substation structures of the

general type specified herein.

3. Maintains a qualified design staff regularly devoted to the development of stress diagrams and structural drawings and details associated with substation structure design and fabrication.


28 of 63 January 19, 2021


4. Can furnish evidence of design and fabrication of at least three substation

structures for 72.5kV or higher. 28.0 MISCELLANEOUS

The Notice, Instruction to Bidders and General Conditions set forth in Section I and the Specifications & Drawings set forth in Section II will be the prevailing conditions of this Contract. Any exceptions to these terms and conditions must be addressed with respect to the specific page, paragraph and number and added to the proposal section of this Contract. Any Terms and Conditions submitted otherwise will not be considered or accepted for award of bid.


29 of 63 January 19, 2021


PROPOSEDSTATIC POLE

PROPOSEDSTATIC POLE

EXISTINGWOOD POLE

7#8 ALUMOWELD

SPAN = 129'

7#8

ALUM

OWEL

D

SPAN

= 1

32'

7#8 ALUMOWELDSPAN = 121'-3"

TaintorSubstation

City Water, LightAnd Power

JPO

11TA-113

TA-113 - OVERALL SITE LAYOUT

OVERALL SITE LAYOUT

05/29/2020 1"=30'-0"

JFJJPO

1 XX/XX/20 BHMG ADDED CAPACITOR BANK

FOR ENGINEERING REVIEW

** NOT FOR CONSTRUCTION **PRELIMINARY

1A 07/28/20 ISSUED FOR REVIEW1B 09/17/20 ISSUED FOR REVIEW1C ISSUED FOR REVIEW10/30/201D 12/07/20 ISSUED FOR BID

BHMG ENGINEERS INC.630 JEFFCO BOULEVARDARNOLD, MISSOURI 63010

TELE: (636) 296-8600WWW.BHMG.COM

THE REGISTRANT OF THE NEWLYAPPLIED SEAL, DATED ,ONLY ASSUMES RESPONSIBILITYFOR CHANGES AS INDICATED BY THEFOLLOWING REVISION(S) .

ILLINOIS LICENSE NO. - 184004266-002

--/--/--

-X-

HOLD

1


30 of 63 January 19, 2021


AutoCAD SHX Text

1

AutoCAD SHX Text

3

AutoCAD SHX Text

2

AutoCAD SHX Text

4

AutoCAD SHX Text

5

AutoCAD SHX Text

6

AutoCAD SHX Text

UTILITY NOTE THE LOCATIONS OF THOSE BURIED AND ABOVE GROUND UTILITIES SHOWN ARE APPROXIMATE, ARE SHOWN FOR CONTRACTOR INFORMATIONAL USE ONLY, AND ARE NOT TO BE REFERENCED FOR CONSTRUCTION ARE NOT TO BE REFERENCED FOR CONSTRUCTION TO BE REFERENCED FOR CONSTRUCTION PURPOSES. THE IMPLIED PRESENCE OR ABSENCE OF UTILITIES IS NOT TO BE CONSTRUED BY THE OWNER, ENGINEER, CONTRACTOR, OR SUBCONTRACTORS TO BE AN ACCURATE AND COMPLETE REPRESENTATION IS NOT TO BE CONSTRUED BY THE OWNER, ENGINEER, CONTRACTOR, OR SUBCONTRACTORS TO BE AN ACCURATE AND COMPLETE REPRESENTATION TO BE CONSTRUED BY THE OWNER, ENGINEER, CONTRACTOR, OR SUBCONTRACTORS TO BE AN ACCURATE AND COMPLETE REPRESENTATION OF UTILITIES THAT MAY OR MAY NOT EXIST ON THE CONSTRUCTION SITE. BURIED AND ABOVE GROUND UTILITY LOCATION, IDENTIFICATION, AND MARKING ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. REROUTING, DISCONNECTION, PROTECTION, ETC. OF ANY UTILITIES MUST BE COORDINATED BETWEEN THE CONTRACTOR, UTILITY COMPANY, AND OWNER. SITE SAFETY, INCLUDING THE AVOIDANCE OF HAZARDS MUST BE COORDINATED BETWEEN THE CONTRACTOR, UTILITY COMPANY, AND OWNER. SITE SAFETY, INCLUDING THE AVOIDANCE OF HAZARDS BE COORDINATED BETWEEN THE CONTRACTOR, UTILITY COMPANY, AND OWNER. SITE SAFETY, INCLUDING THE AVOIDANCE OF HAZARDS ASSOCIATED WITH BURIED AND ABOVE GROUND UTILITIES, REMAIN THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

AutoCAD SHX Text

J.U.L.I.E. - THE TOLL FREE TELEPHONE NUMBER FOR JOINT UTILITY LOCATION INFORMATION FOR EXCAVATION IS 800-892-0123. - THE TOLL FREE TELEPHONE NUMBER FOR JOINT UTILITY LOCATION INFORMATION FOR EXCAVATION IS 800-892-0123.

AutoCAD SHX Text

no.

AutoCAD SHX Text

date

AutoCAD SHX Text

by

AutoCAD SHX Text

revision

AutoCAD SHX Text

date

AutoCAD SHX Text

no.

AutoCAD SHX Text

by

AutoCAD SHX Text

revision

AutoCAD SHX Text

Springfield, Illinois

AutoCAD SHX Text

ENGINEERING

AutoCAD SHX Text

TRANS. & DIST.

AutoCAD SHX Text

engineer

AutoCAD SHX Text

North

AutoCAD SHX Text

date

AutoCAD SHX Text

checked

AutoCAD SHX Text

drawn by

AutoCAD SHX Text

sheet

AutoCAD SHX Text

contract

AutoCAD SHX Text

drawing

AutoCAD SHX Text

scale =

AutoCAD SHX Text

acad file

AutoCAD SHX Text

of

14'-0"12'-0"14'-0"14'-0"

12'-0

"5'

-0"

6'-3

"

F1-1F2-2

F4-1

F2-4

F1-3

F2-3

F1-4

F2-5

F1-5

F5-1

F6-1

F6-2

12'-0"

17'-0

"12

'-0"

F2-1

F1-2

21'-0"

34'-0

"

12'-0

"

F3-1

F5-2

F5-3

F5-4

4'-6"

4'-6"

4'-6"

4'-6"

CONSTRUCTION NOTE:1. FIELD TO REMOVE SWITCH STRUCTURE AND CUT DOWN ANCHOR BOLTS.

REFERENCES:S100_ _ _ _ _STRUCTURAL GENERAL NOTESS101_ _ _ _ _FOUNDATION SCHEDULES102_ _ _ _ _FOUNDATION DETAILSS103_ _ _ _ _FOUNDATION DETAILS

5'-0" 29'-3"

NEW STATICPOLE

NEW STATICPOLE

BENCHMARK

2'-0"

14'-2

"

HOLDHOLD

TAINTORSubstation


JPO

11TA-11.1

FOUNDATION PLAN

FOUNDATION PLAN

05/29/2020


JPO JFJ

NTS







--/--/--

-X-


1A


31 of 63 January 19, 2021


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

no.

AutoCAD SHX Text

date

AutoCAD SHX Text

by

AutoCAD SHX Text

revision

AutoCAD SHX Text

date

AutoCAD SHX Text

no.

AutoCAD SHX Text

by

AutoCAD SHX Text

revision

AutoCAD SHX Text


AutoCAD SHX Text

ENGINEERING

AutoCAD SHX Text

TRANS. & DIST.

AutoCAD SHX Text

engineer

AutoCAD SHX Text

North

AutoCAD SHX Text

date

AutoCAD SHX Text

checked

AutoCAD SHX Text

drawn by

AutoCAD SHX Text

sheet

AutoCAD SHX Text

contract

AutoCAD SHX Text

drawing

AutoCAD SHX Text

scale =

AutoCAD SHX Text

acad file

AutoCAD SHX Text

of

EXISTING GROUND CONDUCTOREXISTING GROUND CONNECTIONPROPOSED GROUND CONDUCTOREXOTHERMIC CONNECTIONSUL LISTED COPPER CLAD GROUND ROD 58" X10'-0" LONG

18'-0

"

33'-0" 42'-0" 34'-0" 8'-0"

4/0 (TYP.)

4'-7"

3'-0"

LEGEND

18'-0

"16

'-0"

24'-4

"

3'-0"

54'-0" 14'-0"

1. FIELD TO REPAIR OR REPLACE ANY GROUND CONDUCTOR DAMAGED DURING EXCAVATING OR CONSTRUCTION.

CONSTRUCTION NOTES:1. ALL NEW GROUND CONDUCTOR SHALL BE 250 MCM STR. BARE COPPER UNLESS OTHERWISE NOTED.2. ALL BELOW GRADE GRADE GROUND GRID CONNECTIONS SHALL BE EXOTHERMIC TYPE.

NOTES:GROUND MAT

PROPOSEDSTATIC POLEHOLD

HOLD

TaintorSubstation


JPO

11TA-41.1

GROUNDING PLAN

GROUNDING PLAN

XX/XX/2020







--/--/--

-X-


1" = 15'


1A

JFJJPO

1A


32 of 63 January 19, 2021


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

no.

AutoCAD SHX Text

date

AutoCAD SHX Text

by

AutoCAD SHX Text

revision

AutoCAD SHX Text

date

AutoCAD SHX Text

no.

AutoCAD SHX Text

by

AutoCAD SHX Text

revision

AutoCAD SHX Text


AutoCAD SHX Text

ENGINEERING

AutoCAD SHX Text

TRANS. & DIST.

AutoCAD SHX Text

engineer

AutoCAD SHX Text

North

AutoCAD SHX Text

date

AutoCAD SHX Text

checked

AutoCAD SHX Text

drawn by

AutoCAD SHX Text

sheet

AutoCAD SHX Text

contract

AutoCAD SHX Text

drawing

AutoCAD SHX Text

scale =

AutoCAD SHX Text

acad file

AutoCAD SHX Text

of

C001C002

C3

4" SCH.40PVC

CONDUIT SCHEDULECONDUIT # FROM TO LENGTH

C001 CONTROL HOUSE 72.5KV BREAKER 105'-0"C002 CONTROL HOUSE 72.5KV BREAKER 105'-0"C003 CONTROL HOUSE CAP BANK PT 155'-0"C004 CONTROL HOUSE CAP BANK PT 190'-0"'C005 CONTROL HOUSE CIRCUIT SWITCHER 130'-0"C006 CONTROL HOUSE CIRCUIT SWITCHER 170'-0"

C4

4" SCH.40PVC

C005,C006

C006

C3

4" SCH.40PVC

C003, C004

C004

HOLD HOLD

TAINTORSubstation


JPO

11TA-46

CONDUIT PLAN

CONDUIT PLAN

05/29/2020


JPO JFJ

1"=20'-0"







--/--/--

-X-


LEGEND

EXISTING FENCE-LINE

PROPOSED FENCE-LINE

CENTERLINE

EXISTING CONDUIT

PROPOSED 4" SCH. 40 CONDUIT

EXISTING CABLE TRENCH

UNDERGROUND FEEDER CONDUIT

1AGEOLOCATED FEEDERS

1A


33 of 63 January 19, 2021


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

no.

AutoCAD SHX Text

date

AutoCAD SHX Text

by

AutoCAD SHX Text

revision

AutoCAD SHX Text

date

AutoCAD SHX Text

no.

AutoCAD SHX Text

by

AutoCAD SHX Text

revision

AutoCAD SHX Text


AutoCAD SHX Text

ENGINEERING

AutoCAD SHX Text

TRANS. & DIST.

AutoCAD SHX Text

engineer

AutoCAD SHX Text

North

AutoCAD SHX Text

date

AutoCAD SHX Text

checked

AutoCAD SHX Text

drawn by

AutoCAD SHX Text

sheet

AutoCAD SHX Text

contract

AutoCAD SHX Text

drawing

AutoCAD SHX Text

scale =

AutoCAD SHX Text

acad file

AutoCAD SHX Text

of

B/L

B/L

CONT'D ONTA-11.3 SHEET 2


153'-6"

20'-0" 29'-3" 28'-0" 47'-0"

1718

69C10

27'-4" 29'-3"

98'-0

"

37'-3

"34

'-0"

21'-3

"5'

-6"

12'-0"

3'-6"

PROPOSEDSTATIC POLE

PROPOSEDSTATIC POLE

HOLDHOLD

FOR RECORD

TaintorSubstation


JPO

21TA-11.3

TA-11.3 - GENERAL ARRANGEMENT

GENERAL ARRANGEMENT

05/29/2020 1"=20'-0"

JFJJPO









--/--/--

-X-

SEE DRAWINGFOR REMOVALS FOR REVISIONREV.

JOB No.

REM-TA-11.3 SH.1

2030

11

REFERENCES:GENERAL ARRANGEMENT SHEET 2_ _ _ _ _ TA-11.3 SH 2

NOTES:EXISTING FENCE LINE IS TO BE REPLACED AS REQUIRED TO MAINTAIN20'-0" CLEARANCE FROM NEW EQUIPMENT.

1A

FOUNDATION PLAN_ _ _ _ _ _ _ _ _ _ _ _ _ TA-111CONDUIT PLAN_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ TA-46GROUNDING PLAN_ _ _ _ _ _ _ _ _ _ _ _ _ TA-41.1


34 of 63 January 19, 2021


AutoCAD SHX Text

6

AutoCAD SHX Text

5

AutoCAD SHX Text

3

AutoCAD SHX Text

4

AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

no.

AutoCAD SHX Text

date

AutoCAD SHX Text

by

AutoCAD SHX Text

revision

AutoCAD SHX Text

date

AutoCAD SHX Text

no.

AutoCAD SHX Text

by

AutoCAD SHX Text

revision

AutoCAD SHX Text


AutoCAD SHX Text

ENGINEERING

AutoCAD SHX Text

TRANS. & DIST.

AutoCAD SHX Text

engineer

AutoCAD SHX Text

North

AutoCAD SHX Text

date

AutoCAD SHX Text

checked

AutoCAD SHX Text

drawn by

AutoCAD SHX Text

sheet

AutoCAD SHX Text

contract

AutoCAD SHX Text

drawing

AutoCAD SHX Text

scale =

AutoCAD SHX Text

acad file

AutoCAD SHX Text

of

AutoCAD SHX Text

North

108'

-0"

163'-6"

CONST. NOTE 1

1718

TraintorSubstation


JPO

21REM-TA-11.3

REM-TA-11.3 - GENERAL ARRANGEMENT

GENERAL ARRANGEMENT

05/29/2020 1"=20'-0"

JFJJPO









--/--/--

-X-

FOR REMOVAL

CONSTRUCTION NOTE:1. FIELD TO REMOVE DIS. SW. 1718 FROM

EXISTING SWITCH STAND. SWITCH STANDTO BE RE-USED. FIELD TO REMOVEOPERATOR STAND


35 of 63 January 19, 2021


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

no.

AutoCAD SHX Text

date

AutoCAD SHX Text

by

AutoCAD SHX Text

revision

AutoCAD SHX Text

date

AutoCAD SHX Text

no.

AutoCAD SHX Text

by

AutoCAD SHX Text

revision

AutoCAD SHX Text


AutoCAD SHX Text

ENGINEERING

AutoCAD SHX Text

TRANS. & DIST.

AutoCAD SHX Text

engineer

AutoCAD SHX Text

North

AutoCAD SHX Text

date

AutoCAD SHX Text

checked

AutoCAD SHX Text

drawn by

AutoCAD SHX Text

sheet

AutoCAD SHX Text

contract

AutoCAD SHX Text

drawing

AutoCAD SHX Text

scale =

AutoCAD SHX Text

acad file

AutoCAD SHX Text

of

5'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 5'-0" 14'-0" 21'-0"

8'-1

0"16

-0"

9'-2"

8'-1

0"8'

-10"

17'-0"

5'-0

"7'

-0"

7'-0

"10

'-0"

2'-0"

7'-0

"5'

-0"

29'-3"

1718

5'-6

"B

A

A

10'-0

"

S2 S2

(32'

-6")

(32'

-6")

(32'

-6")

3" ALSPS

B1

(33'

-0")

F F F

HIGH

BUS

(31'-6")

F F F

S S S S S S

S

S

S

E1

C∅ B∅ A∅

F

F

F3" ALSPS

B1S1

S S S

F

F

F

E2

(31'-6")

(31'-6") (23'-6")

(23'-6")

(23'-6")

(33'

-0")

(33'

-0")

F6

S1

S1

S2

S1

S2 S2

F6

7'-0

"

153'-6"

20'-0" 29'-3" 28'-0"

37'-3

"34

'-0"

21'-3

"

98'-0

"

B

AS2 S2

S

S

S (32'

-6")

(32'

-6")

(32'

-6")

B∅ 3" ALSPS

B1

S

S

S

C∅

A∅

(33'

-0")

F F F

HIGH

BUS

(31'-6")

F F F

S S S S S S

S

S

S

E1

C∅ B∅ A∅

F

F

F3" ALSPS

B1S1

S S S B2795 KCMIL

ACSR

B2795 KCMIL

ACSR

F

F

F

E2

(31'-6")

(31'-6") (23'-6")

(23'-6")

(23'-6")

(33'

-0")

(33'

-0")

(28'

-0")F6

69C10

S1

C∅ B∅ A∅

S1

S2

S1

B2

S2 S2

F6

C11

C10

15'-6

"

27'-4"

S3

S1

12'-0"

C∅

B∅

A∅

20 MVARCAP BANK 1

E3 E6

E3

C10F

C∅

B∅

A∅

20 MVARCAP BANK 2 C11F

E6

47'-0" 29'-3"

1718

B/L


B/L


F F F

3'-9

"

E7

E5F5

F6

B2

B

E8

E2

(29'-0")

(28'

-0")

(28'

-0")

(29'-0")

(29'-0")

5'-6

"

3'-6"

2'-0

"23

'-4"

5'-0"

3'-1"

4'-1

0"

NEWWOODPOLE

NEWWOODPOLE

E8

7#8 ALUMOWELD

7#8 ALUMOWELD

7#8 ALUMOWELD

HOLD

HOLD

795 KCMILACSR

8'-1

0"

TaintorSubstation


JPO

22TA-11.3

TA-11.3 - GENERAL ARRANGEMENT

GENERAL ARRANGEMENT

05/29/2020 1/8"=1'-0"

JFJJPO









--/--/--

-X-

NEW ADDITIONS

LEGEND:BUS DAMPER, ITEM

(XX') BUS SECTION LENGTH'F' DENOTES FIXED TYPE FITTING'S' DENOTES SLIP TYPE FITTING

XX BILL OF MATERIALS CALLOUT, SEE TA-91.1

PROPOSED FENCE-LINE

CENTERLINE

REFERENCES:TA-11.3 SH1_ _ _ _ _ _ _ GENERAL ARRANGEMENTTA-111_ _ _ _ _ _ _ _ _ _ FOUNDATION PLANTA-46_ _ _ _ _ _ _ _ _ _ _CONDUIT PLANTA-41.1_ _ _ _ _ _ _ _ _ _GROUNDING PLANTEL-804_ _ _ _ _ _ _ _ _ _STATION SECTIONSTA-00001-001_ _ _ _ _ _ _BILL OF MATERIALS

NOTES:EXISTING FENCE LINE IS TO BE REPLACED AS REQUIRED TO MAINTAIN A16'-0" DRIVE PATH FROM NEW EQUIPMENT

CONST. NOTE 1

BREAK LINE

DISC. SW. OPERATOR

B/L

X

F8

CONSTRUCTION NOTE:1. FIELD TO REMOVE DISC. SW. 1718 FROM STAND.

CUT EXISTING BUS BACK AND USE COUPLERS TOEXTEND NEW BUS TO NEW INSULATORS.SEE TEL-804 FOR MORE DETAILS.


36 of 63 January 19, 2021


AutoCAD SHX Text

1

AutoCAD SHX Text

3

AutoCAD SHX Text

2

AutoCAD SHX Text

4

AutoCAD SHX Text

5

AutoCAD SHX Text

6

AutoCAD SHX Text

1

AutoCAD SHX Text

3

AutoCAD SHX Text

2

AutoCAD SHX Text

4

AutoCAD SHX Text

5

AutoCAD SHX Text

6

AutoCAD SHX Text

1

AutoCAD SHX Text

3

AutoCAD SHX Text

2

AutoCAD SHX Text

4

AutoCAD SHX Text

5

AutoCAD SHX Text

6

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

no.

AutoCAD SHX Text

date

AutoCAD SHX Text

by

AutoCAD SHX Text

revision

AutoCAD SHX Text

date

AutoCAD SHX Text

no.

AutoCAD SHX Text

by

AutoCAD SHX Text

revision

AutoCAD SHX Text


AutoCAD SHX Text

ENGINEERING

AutoCAD SHX Text

TRANS. & DIST.

AutoCAD SHX Text

engineer

AutoCAD SHX Text

North

AutoCAD SHX Text

date

AutoCAD SHX Text

checked

AutoCAD SHX Text

drawn by

AutoCAD SHX Text

sheet

AutoCAD SHX Text

contract

AutoCAD SHX Text

drawing

AutoCAD SHX Text

scale =

AutoCAD SHX Text

acad file

AutoCAD SHX Text

of

10'-0" 7'-0" 7'-0" 1'-9" 2'-0"

22'-0

"

3'-6

"8'

-0"

4'-4

3 4 "

6'-3"

15'-0

"

12'-0"

20'-0

"

20'-0"

FENCE

EXISTINGFENCE

795 KCMIL ACSR

9'-2"21'-0"14'-0"

F5

69KV PT(B∅ ONLY)

2'-0"

69C10

B1

E5

S2

F4F3

B2

F1

F5

E5

S1

F3F4

B2

E3

E6

12'-0"14'-0"14'-0"12'-0"

S2

F4

E5

E5

S1

5'-0

"

F4

S2

E5

E5

S1

F6F3 F3

F7

3" ALS.P.S.

S1

17'-0"12'-0"

S2

E5

F4F3

F5F3

E5

F7

F7

(F.S)

B1

3" ALS.P.S.

(F.S)

(F.S)

F7

795KCMIL ACSR

C1020 MVAR

CAP BANK 1

C10F

E2

B2795KCMIL

ACSR

5'-0"12'-0"

F1

F3

F3F3

795 KCMIL ACSR

B2

795 KCMIL ACSRB2

F9

F9

F10

F10

S3 F4F3

E5F5

B1

3" ALS.P.S.

E7

F3F3

F6

E1

"S""F"

"S" "S" "F"

ELEVATION A-A(LOOKING EAST)

ELEVATION B-B(LOOKING NORTH)

F11

F4F3

F4F3

TaintorSubstation


JPO

11TEL-804

TEL-804- STATION PLAN AND SECTIONS

SECTION VIEWS

09/08/20

JPO JFJ

FOR ENGINEERING REVIEW** NOT FOR CONSTRUCTION **

PRELIMINARY


1/4" = 1'-0"





--/--/--

-X-

1A 09/10/20 ISSUED FOR REVIEW1B 09/17/20 ISSUED FOR REVIEW1C ISSUED FOR REVIEW10/30/201D 12/07/20 ISSUED FOR BIDREFERENCES:

GENERAL ARRANGEMENT SH1_ _ _ _ _ _ _ TA-11.3 SH1GENERAL ARRANGEMENT SH2_ _ _ _ _ _ _ TA-11.3 SH2BILL OF MATERIALS_ _ _ _ _ _ _ _ _ _ _ _ TA-91.1

EXISTING


37 of 63 January 19, 2021


AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

FRAME ENERGIZED

AutoCAD SHX Text

29646

AutoCAD SHX Text

USA

AutoCAD SHX Text

GREENWOOD, SC

AutoCAD SHX Text

McGRAW-EDISON POWER CAPACITORS

AutoCAD SHX Text

Cooper Power Systems

AutoCAD SHX Text

SERIAL NO.

AutoCAD SHX Text

DATE MFG.

AutoCAD SHX Text

BLOCK ASSEMBLY

AutoCAD SHX Text

CAT. NO.

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

no.

AutoCAD SHX Text

date

AutoCAD SHX Text

by

AutoCAD SHX Text

revision

AutoCAD SHX Text

date

AutoCAD SHX Text

no.

AutoCAD SHX Text

by

AutoCAD SHX Text

revision

AutoCAD SHX Text


AutoCAD SHX Text

ENGINEERING

AutoCAD SHX Text

TRANS. & DIST.

AutoCAD SHX Text

engineer

AutoCAD SHX Text

North

AutoCAD SHX Text

date

AutoCAD SHX Text

checked

AutoCAD SHX Text

drawn by

AutoCAD SHX Text

sheet

AutoCAD SHX Text

contract

AutoCAD SHX Text

drawing

AutoCAD SHX Text

scale =

AutoCAD SHX Text

acad file

AutoCAD SHX Text

of

20'-0

"

7'-0" 7'-0"

7'-0" 7'-0"

12'-1

1 2"

17'-2

3 8"

BOTT. OF BASE

15'-0

"

12'-2

3 8"

BOTT. OF BASE

7'-0" 7'-0"

3 5 8"

30"

30"

3 5 8"

3'-0

"

BOTT. OF BASE

15'-6

"

3'-0

"

3'-4

1 2"

4'-0"

3'-0

"

TaintorSubstation


JPO

11TA-S-000001

TA-S-000001 - STEEL DETAILS

STEEL DETAILS

09/08/20

JPO JFJ

FOR ENGINEERING REVIEW** NOT FOR CONSTRUCTION **

PRELIMINARY


3/8" = 1'-0"





--/--/--

-X-

1A 09/17/20 ISSUED FOR REVIEW1B 10/30/20 ISSUED FOR REVIEW1C ISSUED FOR BID12/07/20- - -REFERENCES:

GENERAL ARRANGEMENT SH1_ _ _ _ _ _ _ TA-11.3 SH1GENERAL ARRANGEMENT SH2_ _ _ _ _ _ _ TA-11.3 SH2SECTIONS_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ TEL-804

THREE PHASE HIGH BUS SUPPORT THREE PHASE SWITCH STANDTHREE PHASE LOW BUS SUPPORT

SWITCH OPERATOR PLATFORM


38 of 63 January 19, 2021


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

no.

AutoCAD SHX Text

date

AutoCAD SHX Text

by

AutoCAD SHX Text

revision

AutoCAD SHX Text

date

AutoCAD SHX Text

no.

AutoCAD SHX Text

by

AutoCAD SHX Text

revision

AutoCAD SHX Text


AutoCAD SHX Text

ENGINEERING

AutoCAD SHX Text

TRANS. & DIST.

AutoCAD SHX Text

engineer

AutoCAD SHX Text

North

AutoCAD SHX Text

date

AutoCAD SHX Text

checked

AutoCAD SHX Text

drawn by

AutoCAD SHX Text

sheet

AutoCAD SHX Text

contract

AutoCAD SHX Text

drawing

AutoCAD SHX Text

scale =

AutoCAD SHX Text

acad file

AutoCAD SHX Text

of

1A

NEWLIGHTNING

MAST

7#8 ALUMOWELD

SPAN = 176'-6"

7#8 ALUMOWELD

SPAN = 176'

EXISTING WOODPOLE

HOLD

7#8 ALUMOWELD

SPAN = 181'

EXISTING WOODPOLE

PALOMINOSubstation


JPO

X1A-1647A

A-1647A.DWG

-

SITE PLAN

1" = 30'-0"

138/69KV - 69/12.5KVSUBSTATION

1 XX/XX/20 BHMG - - -CAP BANK ADDITION

- - - - - --

- - - - - --

- - - - - --

- - - - - --

-

-

-

-

- JFJEDT

-




--/--/--

-X-


PRELIMINARY

NOT FOR CONSTRUCTION


39 of 63 January 19, 2021


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

no.

AutoCAD SHX Text

date

AutoCAD SHX Text

by

AutoCAD SHX Text

revision

AutoCAD SHX Text

date

AutoCAD SHX Text

no.

AutoCAD SHX Text

by

AutoCAD SHX Text

revision

AutoCAD SHX Text


AutoCAD SHX Text

ENGINEERING

AutoCAD SHX Text

TRANS. & DIST.

AutoCAD SHX Text

engineer

AutoCAD SHX Text

date

AutoCAD SHX Text

checked

AutoCAD SHX Text

drawn by

AutoCAD SHX Text

sheet

AutoCAD SHX Text

contract

AutoCAD SHX Text

drawing

AutoCAD SHX Text

scale =

AutoCAD SHX Text

acad file

AutoCAD SHX Text

of

132'

-0"

18'-0

"18

'-0"

6'-0

"6'

-0"

4'-0

"4'

-0"

5'-0" 9'-6" 20'-0" 15'-0" 15'-0" 22'-0" 28'-0" 20'-0" 18'-0" 10'-0" 10'-0" 14'-0"

8'-0" 8'-0"

8'-0

"8'

-0"

28'-0

"8'

-0"

8'-0

"

3'-6

"3'

-6" 3'

-10"

1'-8" 1'-8"

3'-1

0"

19'-0

"

21'-6

"

43'-0

"

4'-0" 4'-0"

8'-0

"8'

-0"

8'-0"

7'-0

"

18'-0"

13'-0"

27'-0" 10'-0"

15'-0

"18

'-0"

15'-0

"15

'-0"

5'-0

"5'

-0"

5'-0"5'-0"

2'-6

"2'

-6"

15'-0

"

25'-0"7'-0"11'-0"13'-0"

2'-6

"2'

-6"

1'-6"

1'-6"

4'-0

"4'

-0"

1'-9"

10'-0"

2'-6

"2'

-6"

3'-1

0"3'

-10"

1'-8"

4'-6

"4'

-6"

10'-0" 10'-0" 12'-0"

2'-6

"2'

-6"

5'-0

"5'

-0"

3'-6"3'-6"

4'-0

"4'-0

"

15'-0

"15

'-0"

15'-0

"15

'-0"

4'-6

"4'

-6"

14'-0"

3'-1

0"3'

-10"

1'-8"

39'-0

"

4'-0

"4'

-0"

8'-0

"8'

-0"

22'-6

"

28'-0"22'-0"15'-0"15'-0"

72'-0"9'-6"5'-0"

6'-8

"6'

-8"

2'-912"2'-91

2"

18'-0

"18

'-0"

18'-0"

6'-0

"

6'-0

"6'

-0"

CONTROL HOUSE

N

KJR

P

M

Y Y

X(TYP.)

M

Y Y

X(TYP.)

KJR

KN

Y Y

X(TYP.)

K

SEEB-1427

B

B

B

B

B

A

AA

'C'

'B'

'B'

'B'

'B'

'B'

'B'

'E'

'E'

'A''B'

'B'

'C'

'E' 'E'

'E' 'E'

'E' 'E'

'C' 'R'

'C' 'R'

'C' 'D'

'C' 'D'

'B' 'B'

'B' 'B'

'B' 'B'

A

B

J

K

M

B1

N

P

R

8102108

2

6

31

AE83-40,BA83-40,JAE83-40,KAE83-40,M

AE83-40,B1

AE83-40,N

AE83-40MPAE83-40,R

AE65-33.6-E83-40-A 324084024

8

24

124

17220TOTAL

FOUNDATION NOTES:F1 - LEVELING NUT ANCHOR BOLT TABLE (SEE DWG. AE65-56, SH.7AG FOR ANCHOR BOLTS)F2 - LOADING SHOWN ARE THOSE OBTAINED WHEN THE MAXIMUM UNBALANCED DESIGN

LOADS ARE APPLIED TO THE STRUCTURE.STRUCTURE WEIGHTS HAVE NOT BEEN USED TO REDUCE UPLIFT, OR OVERTURNINGMOMENTS.

13'-0" 10'-0" 10'-0" 12'-0"

14'-0"12'-0" 17'-2"11'-0"11'-0"15'-0" 12'-0"

12'-0

"16

'-0"

16'-0

"12

'-0"

F3-3

F3-2

F3-1

F1-5 F1-6

F1-2 F1-4F1-1

F2-1

F6-1

F4-1

F5-2

1A

21'-0" 21'-0"

F1-3 F4-2

F4-3

F4-4

F5-1

4'-6

"4'

-6"

4'-6

"4'

-6"



LIGHTNINGMAST

BENCHMARK

HOLD

36'-0"

5'-0

"

1/2"

SCALE: FULL SIZE

1" 0 2"1"

PALOMINOSubstation


J. MERCIER

54A-1647

A-1647-4.DWG

03/11/94

FOUNDATION LAYOUT

3/32" = 1'-0"


1 XX/XX/20 BHMG - - -ADDED CAPACITOR BANK

- - - - - --

- - - - - --

- - - - - --

- - - - - --

-

-

-

-

- --

-




--/--/--

-1A-


PRELIMINARY



40 of 63 January 19, 2021


AutoCAD SHX Text

UTILITY NOTE THE LOCATIONS OF THOSE BURIED AND ABOVE GROUND UTILITIES SHOWN ARE APPROXIMATE, ARE SHOWN FOR CONTRACTOR INFORMATIONAL USE ONLY, AND ARE NOT TO BE REFERENCED FOR CONSTRUCTION PURPOSES. THE IMPLIED PRESENCE OR ARE NOT TO BE REFERENCED FOR CONSTRUCTION PURPOSES. THE IMPLIED PRESENCE OR TO BE REFERENCED FOR CONSTRUCTION PURPOSES. THE IMPLIED PRESENCE OR ABSENCE OF UTILITIES IS NOT TO BE CONSTRUED BY THE OWNER, ENGINEER, CONTRACTOR, OR SUBCONTRACTORS TO BE AN ACCURATE AND COMPLETE REPRESENTATION OF UTILITIES THAT MAY OR MAY NOT EXIST ON THE CONSTRUCTION SITE. IS NOT TO BE CONSTRUED BY THE OWNER, ENGINEER, CONTRACTOR, OR SUBCONTRACTORS TO BE AN ACCURATE AND COMPLETE REPRESENTATION OF UTILITIES THAT MAY OR MAY NOT EXIST ON THE CONSTRUCTION SITE. TO BE CONSTRUED BY THE OWNER, ENGINEER, CONTRACTOR, OR SUBCONTRACTORS TO BE AN ACCURATE AND COMPLETE REPRESENTATION OF UTILITIES THAT MAY OR MAY NOT EXIST ON THE CONSTRUCTION SITE. BURIED AND ABOVE GROUND UTILITY LOCATION, IDENTIFICATION, AND MARKING ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. REROUTING, DISCONNECTION, PROTECTION, ETC. OF ANY UTILITIES MUST BE COORDINATED BETWEEN THE MUST BE COORDINATED BETWEEN THE BE COORDINATED BETWEEN THE CONTRACTOR, UTILITY COMPANY, AND OWNER. SITE SAFETY, INCLUDING THE AVOIDANCE OF HAZARDS ASSOCIATED WITH BURIED AND ABOVE GROUND UTILITIES, REMAIN THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

AutoCAD SHX Text


AutoCAD SHX Text

no.

AutoCAD SHX Text

date

AutoCAD SHX Text

by

AutoCAD SHX Text

revision

AutoCAD SHX Text

date

AutoCAD SHX Text

no.

AutoCAD SHX Text

by

AutoCAD SHX Text

revision

AutoCAD SHX Text


AutoCAD SHX Text

ENGINEERING

AutoCAD SHX Text

TRANS. & DIST.

AutoCAD SHX Text

engineer

AutoCAD SHX Text

date

AutoCAD SHX Text

checked

AutoCAD SHX Text

drawn by

AutoCAD SHX Text

sheet

AutoCAD SHX Text

contract

AutoCAD SHX Text

drawing

AutoCAD SHX Text

scale =

AutoCAD SHX Text

acad file

AutoCAD SHX Text

of

AutoCAD SHX Text

North

132'

-0"

18'-0

"18

'-0"

6'-0

"6'

-0"

4'-0

"4'

-0"

5'-0" 9'-6" 20'-0" 15'-0" 15'-0" 22'-0" 28'-0" 20'-0" 18'-0" 10'-0" 10'-0" 14'-0"

8'-0" 8'-0"

8'-0

"8'

-0"

28'-0

"8'

-0"

8'-0

"

3'-6

"3'

-6"

3'-1

0"

1'-8" 1'-8"

3'-1

0"

19'-0

"

21'-6

"

43'-0

"

15'-0" 8'-0" 5'-0"

14'-0"

4'-9" 4'-9"

9'-9

"9'

-9"4'-0" 4'-0" 4'

-0"

4'-0

"

5'-0

"5'

-0"

6'-1 2"

6'-1 2"

8'-0

"8'

-0"

8'-0"

7'-0

"

18'-0"

13'-0"

27'-0" 10'-0"

15'-0

"18

'-0"

15'-0

"15

'-0"

5'-0

"5'

-0"

5'-0"5'-0"

2'-6

"2'

-6"

15'-0

"

25'-0"7'-0"11'-0"13'-0"

2'-6

"2'

-6"

1'-6"

1'-6"

4'-0

"4'

-0"

1'-9"

10'-0"

2'-6

"2'

-6"

3'-1

0"3'

-10"

1'-8"

4'-6

"4'

-6"

10'-0" 10'-0" 12'-0"

2'-6

"2'

-6"

5'-0

"5'

-0"

3'-6"3'-6"

4'-0

"4'

-0"

15'-0

"15

'-0"

15'-0

"15

'-0"

4'-6

"4'

-6"

14'-0"

3'-1

0"3'

-10"

1'-8"

39'-0

"

4'-0

"4'

-0"

8'-0

"8'

-0"

22'-6

"

28'-0"22'-0"15'-0"15'-0"

72'-0"9'-6"5'-0"

6'-8

"6'

-8"

2'-912"2'-91

2"

18'-0

"18

'-0"

18'-0"

6'-0

"

6'-0

"6'

-0"

CONTROL HOUSE

N

KJR

P

M

Y Y

X(TYP.)

M

Y Y

X(TYP.)

KJR

KN

Y Y

X(TYP.)

K

SEEB-1427

B

B

B

B

B

A

AA

'C'

'B'

'B'

'B'

'B'

'B'

'B'

'E'

'E'

'A''B'

'B'

'C'

'E' 'E'

'E' 'E'

'E' 'E'

'C' 'R'

'C' 'R'

'C' 'D'

'C' 'D'

'B' 'B'

'B' 'B'

'B' 'B'

A

B

J

K

M

B1

N

P

R

8

102

10

8

2

6

3

1

AE83-40,BA83-40,J

AE83-40,K

AE83-40,M

AE83-40,B1

AE83-40,N

AE83-40MP

AE83-40,R

AE65-33.6-E83-40-A 32

408

40

24

8

24

12

4

17220TOTAL

FOUNDATION NOTES:F1 - LEVELING NUT ANCHOR BOLT TABLE (SEE DWG. AE65-56, SH.7AG FOR ANCHOR BOLTS)F2 - LOADING SHOWN ARE THOSE OBTAINED WHEN THE MAXIMUM UNBALANCED DESIGN

LOADS ARE APPLIED TO THE STRUCTURE.STRUCTURE WEIGHTS HAVE NOT BEEN USED TO REDUCE UPLIFT, OR OVERTURNINGMOMENTS.

13'-0" 10'-0" 10'-0" 12'-0"

CONST.NOTE 1

PALOMINOSubstation


J. MERCIER

X4REM-A-1647

A-1647-4.DWG

03-11-94

FOUNDATION LAYOUT

1" = 10'-0"


- - - - - --

- - - - - --

- - - - - --

- - - - - --

- - - - - --

-

-

-

-

- --

-




--/--/--

-X-

A1 07/28/20 ISSUED FOR REVIEWA2 09/17/20 ISSUED FOR REVIEWA3 ISSUED FOR REVIEW10/30/20A4 12/07/20 ISSUED FOR BID

PRELIMINARY


CONSTRUCTION NOTE:1. FIELD TO COMPLETELY REMOVE FOUNDATIONS IN THIS

LOCATION.

FOR REMOVAL


41 of 63 January 19, 2021


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

no.

AutoCAD SHX Text

date

AutoCAD SHX Text

by

AutoCAD SHX Text

revision

AutoCAD SHX Text

date

AutoCAD SHX Text

no.

AutoCAD SHX Text

by

AutoCAD SHX Text

revision

AutoCAD SHX Text


AutoCAD SHX Text

ENGINEERING

AutoCAD SHX Text

TRANS. & DIST.

AutoCAD SHX Text

engineer

AutoCAD SHX Text

date

AutoCAD SHX Text

checked

AutoCAD SHX Text

drawn by

AutoCAD SHX Text

sheet

AutoCAD SHX Text

contract

AutoCAD SHX Text

drawing

AutoCAD SHX Text

scale =

AutoCAD SHX Text

acad file

AutoCAD SHX Text

of

23'-6" 31'-0" 23'-0"

12'-0

"

10'-0

"18

'-0"

10'-0

"

14-0

"

PROPOSEDWOOD POLE

33'-0"

PALOMINOSubstation


-

X5A-1647

A-1647-5.DWG

10/29/93 3/32" = 1'-0"


1 XX/XX/20 BHMG - - -ADDED CAPACITOR BANK

- - - - - --

- - - - - --

- - - - - --

- - - - - --

-

-

-

-

- -JM

-

CONDUIT & GROUNDING LAYOUT





--/--/--

-X-


CONSTRUCTION NOTES:1. ANY GROUND GRID CONDUCTOR THAT IS DAMAGED

DURING THE CONSTRUCTION PROCESS SHALL BEREPAIRED OR REPLACED.

LEGEND

GROUND TAP250 MCM GROUND CONDUCTOREXOTHERMIC CONNECTIONSUL LISTED COPPER CLAD GROUND ROD5

8" X 10'0" LONGGALVANIZED STEEL GRATEPROPOSED 4" SCH. 40 CONDUIT

NOTES:1. ALL NEW GROUND CONDUCTOR BE 250 MCM STR. COPPER UNLESS OTHERWISE NOTED2. ALL BELOW GRADE GROUND GRID CONNECTIONS TO BE EXOTHERMIC TYPE.3. FIELD TO CONNECT NEW GROUND CONDUCTOR TO EXISTING GRID AT ALL CROSSINGS

1A

HOLD


42 of 63 January 19, 2021


AutoCAD SHX Text

UTILITY NOTE THE LOCATIONS OF THOSE BURIED AND ABOVE GROUND UTILITIES SHOWN ARE APPROXIMATE, ARE SHOWN FOR CONTRACTOR INFORMATIONAL USE ONLY, AND ARE NOT TO BE REFERENCED FOR CONSTRUCTION PURPOSES. THE IMPLIED PRESENCE ARE NOT TO BE REFERENCED FOR CONSTRUCTION PURPOSES. THE IMPLIED PRESENCE TO BE REFERENCED FOR CONSTRUCTION PURPOSES. THE IMPLIED PRESENCE OR ABSENCE OF UTILITIES IS NOT TO BE CONSTRUED BY THE OWNER, ENGINEER, CONTRACTOR, OR SUBCONTRACTORS TO BE AN ACCURATE AND COMPLETE REPRESENTATION OF UTILITIES THAT MAY OR MAY NOT EXIST ON THE CONSTRUCTION IS NOT TO BE CONSTRUED BY THE OWNER, ENGINEER, CONTRACTOR, OR SUBCONTRACTORS TO BE AN ACCURATE AND COMPLETE REPRESENTATION OF UTILITIES THAT MAY OR MAY NOT EXIST ON THE CONSTRUCTION TO BE CONSTRUED BY THE OWNER, ENGINEER, CONTRACTOR, OR SUBCONTRACTORS TO BE AN ACCURATE AND COMPLETE REPRESENTATION OF UTILITIES THAT MAY OR MAY NOT EXIST ON THE CONSTRUCTION SITE. BURIED AND ABOVE GROUND UTILITY LOCATION, IDENTIFICATION, AND MARKING ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. REROUTING, DISCONNECTION, PROTECTION, ETC. OF ANY UTILITIES MUST BE COORDINATED BETWEEN THE MUST BE COORDINATED BETWEEN THE BE COORDINATED BETWEEN THE CONTRACTOR, UTILITY COMPANY, AND OWNER. SITE SAFETY, INCLUDING THE AVOIDANCE OF HAZARDS ASSOCIATED WITH BURIED AND ABOVE GROUND UTILITIES, REMAIN THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

AutoCAD SHX Text


AutoCAD SHX Text

no.

AutoCAD SHX Text

date

AutoCAD SHX Text

by

AutoCAD SHX Text

revision

AutoCAD SHX Text

date

AutoCAD SHX Text

no.

AutoCAD SHX Text

by

AutoCAD SHX Text

revision

AutoCAD SHX Text


AutoCAD SHX Text

ENGINEERING

AutoCAD SHX Text

TRANS. & DIST.

AutoCAD SHX Text

engineer

AutoCAD SHX Text

date

AutoCAD SHX Text

checked

AutoCAD SHX Text

drawn by

AutoCAD SHX Text

sheet

AutoCAD SHX Text

contract

AutoCAD SHX Text

drawing

AutoCAD SHX Text

scale =

AutoCAD SHX Text

acad file

AutoCAD SHX Text

of

70' E

DGE

OF B

LDG

CONST.NOTE 1

PALOMINOSubstation


-

X5REM-A-1647

REM-A-1647-5.DWG

10/29/93 1" = 10'-0"


1 XX/XX/20 BHMG - - -CAPACITOR BANK ADDITION

- - - - - --

- - - - - --

- - - - - --

- - - - - --

-

-

-

-

- -JM

-

CONDUIT & GROUNDING LAYOUT





--/--/--

-X-


CONSTRUCTION NOTES:1. FIELD TO REMOVE FOUNDATIONS. GROUND TAPS TO

BE CUT BELOW GRADE AND ABANDONED. GROUNDGRID TO BE LEFT INTACT.

2. ANY GROUND GRID CONDUCTOR THAT IS DAMAGEDDURING THE CONSTRUCTION PROCESS SHALL BEREPAIRED OR REPLACED.

FOR REMOVAL


43 of 63 January 19, 2021


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

no.

AutoCAD SHX Text

date

AutoCAD SHX Text

by

AutoCAD SHX Text

revision

AutoCAD SHX Text

date

AutoCAD SHX Text

no.

AutoCAD SHX Text

by

AutoCAD SHX Text

revision

AutoCAD SHX Text


AutoCAD SHX Text

ENGINEERING

AutoCAD SHX Text

TRANS. & DIST.

AutoCAD SHX Text

engineer

AutoCAD SHX Text

date

AutoCAD SHX Text

checked

AutoCAD SHX Text

drawn by

AutoCAD SHX Text

sheet

AutoCAD SHX Text

contract

AutoCAD SHX Text

drawing

AutoCAD SHX Text

scale =

AutoCAD SHX Text

acad file

AutoCAD SHX Text

of

10'-6

"

14'-0"12'-0"

7'-6"

11'-0"11'-0"15'-0" 12'-0 "

ST7

17'-2"

8'-1

0"8'

-10"

8'-1

0"8'

-10"

7'-0

"7'

-0"

7'-0" 7'-0"

12'-0

"16

'-0"

16'-0

"12

'-0"

7'-0

"7'

-0"

2'-6

"2'

-6"

69C8B

69C8

C8

C9

20MVARCAP BANK 2

20MVARCAP BANK 1

2A

B13" AL.S.P.S.

E1E4S3

B2795 KCMIL

ACSR

S1

F6

S2S1

E2

S2

S2

S1

E2

E3

E3

E6

E6

S1

B13" AL.S.P.S.

S

S

S

S

S

S

S

S

S

F F F

S S S

S S S

(35')

(35')

(35')

(34')

(34')

(34')

(27')

(27')

(27')

(32'

)

(25'

)

(25'

)

(25'

)

E

E

E(3')

B1

F6

C∅

B∅

A∅

A∅B∅C∅

A∅B∅C∅

C∅

B∅

A∅

2A

NEW LIGHTNINGMAST

LOW BUS

HIGH

BUS

LOWBUS

AAAA

BBBB

CC

CCE-83-40SHEET 8

E-83-40SHEET 8

S

F

F

F

F

F

F

21'-0" 21'-0"

S1S1 S1

C∅

B∅

A∅

C∅

B∅

A∅

C8F

C9F

2A

F6

F2

S

S

B2

B2

E7

E7

E7

B2

B2

E7

HOLD

(32'

)

(32'

) E-83-40SHEET 8

7#8 ALUMOWELD

7#8 ALUMOWELD

FORRECORD

FORRECORD

CONST.NOTE 1

HOLD

HOLD

PALOMINOSubstation


M.M.

86E83-40

E-83-40 SH6.DWG

4-84

PLAN VIEW

3/32" = 1'-0"

138/69-69/12.5KVSUBSTATION

Y.T.

1 07/84 M.M. - - -REV PER CUST. APPROVALS


- - - - - --

- - - - - --

- - - - - --

-

-

-

-

-




--/--/--

-2-


PRELIMINARY


LEGEND:BUS DAMPER

(XX') BUS SECTION LENGTH'F' DENOTES FIXED TYPE FITTING'S' DENOTES SLIP TYPE FITTING'E' DENOTES EXPANSION TYPE FITTING

XX DENOTES BILL OF MATERIAL ITEM, DWG PALO-91.1

CONSTRUCTION NOTE:1. FIELD TO REMOVE EXPANSION FITTINGS ON EXISTING BUS AT

CIRCUIT SWITCHER. COUPLE ON NEW BUS TO EXTEND TO NEWSWITCH PADS. BUS LENGTH MAY VARY, FIELD MAY CUT EXISTING BUSBACK AS REQUIRED TO INSTALL UNIFORM BUS LENGTHS.

2A

REFERENCES:SECTION VIEWS_ _ _ _ _ _ _ _ _ _E83-40 SH7SECTION VIEWS_ _ _ _ _ _ _ _ _ _E83-40 SH8SITE PLAN_ _ _ _ _ _ _ _ _ _ _ _ _ A-1647A


44 of 63 January 19, 2021


AutoCAD SHX Text

6

AutoCAD SHX Text

5

AutoCAD SHX Text

3

AutoCAD SHX Text

4

AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

UTILITY NOTE THE LOCATIONS OF THOSE BURIED AND ABOVE GROUND UTILITIES SHOWN ARE APPROXIMATE, ARE SHOWN FOR CONTRACTOR INFORMATIONAL USE ONLY, AND ARE NOT TO BE REFERENCED FOR CONSTRUCTION PURPOSES. THE IMPLIED PRESENCE OR ARE NOT TO BE REFERENCED FOR CONSTRUCTION PURPOSES. THE IMPLIED PRESENCE OR TO BE REFERENCED FOR CONSTRUCTION PURPOSES. THE IMPLIED PRESENCE OR ABSENCE OF UTILITIES IS NOT TO BE CONSTRUED BY THE OWNER, ENGINEER, CONTRACTOR, OR SUBCONTRACTORS TO BE AN ACCURATE AND COMPLETE REPRESENTATION OF UTILITIES THAT MAY OR MAY NOT EXIST ON THE CONSTRUCTION SITE. IS NOT TO BE CONSTRUED BY THE OWNER, ENGINEER, CONTRACTOR, OR SUBCONTRACTORS TO BE AN ACCURATE AND COMPLETE REPRESENTATION OF UTILITIES THAT MAY OR MAY NOT EXIST ON THE CONSTRUCTION SITE. TO BE CONSTRUED BY THE OWNER, ENGINEER, CONTRACTOR, OR SUBCONTRACTORS TO BE AN ACCURATE AND COMPLETE REPRESENTATION OF UTILITIES THAT MAY OR MAY NOT EXIST ON THE CONSTRUCTION SITE. BURIED AND ABOVE GROUND UTILITY LOCATION, IDENTIFICATION, AND MARKING ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. REROUTING, DISCONNECTION, PROTECTION, ETC. OF ANY UTILITIES MUST BE COORDINATED BETWEEN THE MUST BE COORDINATED BETWEEN THE BE COORDINATED BETWEEN THE CONTRACTOR, UTILITY COMPANY, AND OWNER. SITE SAFETY, INCLUDING THE AVOIDANCE OF HAZARDS ASSOCIATED WITH BURIED AND ABOVE GROUND UTILITIES, REMAIN THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

AutoCAD SHX Text


AutoCAD SHX Text

no.

AutoCAD SHX Text

date

AutoCAD SHX Text

by

AutoCAD SHX Text

revision

AutoCAD SHX Text

date

AutoCAD SHX Text

no.

AutoCAD SHX Text

by

AutoCAD SHX Text

revision

AutoCAD SHX Text


AutoCAD SHX Text

ENGINEERING

AutoCAD SHX Text

TRANS. & DIST.

AutoCAD SHX Text

engineer

AutoCAD SHX Text

date

AutoCAD SHX Text

checked

AutoCAD SHX Text

drawn by

AutoCAD SHX Text

sheet

AutoCAD SHX Text

contract

AutoCAD SHX Text

drawing

AutoCAD SHX Text

scale =

AutoCAD SHX Text

acad file

AutoCAD SHX Text

of

A

CONT. ONE-83-40 SH8

7'-0"

PALOMINOSubstation


-

X7E83-40

E83-40 SH7

XX/XX/XXXX

SECTION VIEWS

1" = 10'-0"



2 XX/XX/20 BHMG - - --

- - - - - --

- - - - - --

- - - - - --

-

-

-

-

- --




--/--/--

-1-


PRELIMINARY


1A

REFERENCES:PLAN VIEW_ _ _ _ _ _ _ _ _ _ _E83-40 SH6SECTION VIEWS_ _ _ _ _ _ _ _ E83-40 SH8

1A


45 of 63 January 19, 2021


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

no.

AutoCAD SHX Text

date

AutoCAD SHX Text

by

AutoCAD SHX Text

revision

AutoCAD SHX Text

date

AutoCAD SHX Text

no.

AutoCAD SHX Text

by

AutoCAD SHX Text

revision

AutoCAD SHX Text


AutoCAD SHX Text

ENGINEERING

AutoCAD SHX Text

TRANS. & DIST.

AutoCAD SHX Text

engineer

AutoCAD SHX Text

date

AutoCAD SHX Text

checked

AutoCAD SHX Text

drawn by

AutoCAD SHX Text

sheet

AutoCAD SHX Text

contract

AutoCAD SHX Text

drawing

AutoCAD SHX Text

scale =

AutoCAD SHX Text

acad file

AutoCAD SHX Text

of

15'-0

"

9'-2"17'-2"14'-0"

3" AL SPS

S1

E5

B1F5

12'-0"12'-0"21'-0"11'-0"

15'-6

"

8'-0"

A

7'-0" 7'-0"

7'-0"

69C8B

69C8

20'-0

"

1'-6"

S1

E5

F5F6F8

S2

E5

F4

S1

E5

F5

E1

F1

F4F3

S3

E4F6

15'-0

"

14'-0"

3" AL SPS

E2S1

E5

B1

F5

12'-0"12'-0"

20'-0

"

S1

E5

F5F7

S2

E5

F4

20'-0

"

12'-0" 16'-0" 16'-0" 12'-0"

S2

E5

S1

B1

E5 F4F3

F4F3

S2

E5

F5

F7

S1

S2

F3

B1

E5 F4F3

F4F3

B2

F4F3

F3

B2

795 KCMILACSR

E S F

B1

S

(F.S.)

F8

3" AL SPS

B2

795 KCMILACSR

1'-6"

(F.S.)

S F

15'-0

"

F

3" AL SPS

(F.S.)

B2

795 KCMILACSR

F5

S

3" AL SPS

B2

795 KCMILACSR

(F.S.)

F5F7

E5

1'-6"

E6

F4F3

B2

795 KCMILACSR

20 MVARCAP BANK 1

11'-0" 21'-0"

F2CONSTNOTE 1

S

F4

F3

E2

S

S1

E5

BOTT. OF STL.

F9 F9

F7

F5F10

F7

F3

F3F3

F10F7

F3F3 F10

E-TRIP

E3

9'-2"17'-2"

E6

B2

795 KCMILACSR

20 MVARCAP BANK 2F3

E3E7

BOTT. OF STL.

F3F11

E7

69KV PT(B∅ ONLY)(TYP.)

(TYP.) 69KV PT(B∅ ONLY)

(TYP.)

PALOMINOSubstation


M.M.

88E83-40

E-83-40 SH8.DWG

4-84

SECTION VIEWS

3/16" = 1'-0"


Y.T.



- - - - - --

- - - - - --

- - - - - --

-

-

-

-

-




--/--/--

2


PRELIMINARY


SECTION "AA-AA"

CONSTRUCTION NOTE:1. FIELD TO REMOVE EXPANSION FITTINGS ON EXISTING BUS AT

CIRCUIT SWITCHER. COUPLE ON NEW BUS TO EXTEND TO NEWSWITCH PADS. BUS LENGTH MAY VARY, FIELD MAY CUT EXISTING BUSBACK AS REQUIRED TO INSTALL UNIFORM BUS LENGTHS.

SECTION "BB-BB" SECTION "CC-CC"

EXISTING

REFERENCES:PLAN VIEW_ _ _ _ _ _ _ _ _ _ _E83-40 SH6SECTION VIEWS_ _ _ _ _ _ _ _ E83-40 SH7BILL OF MATERIALS_ _ _ _ _ _ PALO-00001-001


46 of 63 January 19, 2021


AutoCAD SHX Text

FRAME ENERGIZED

AutoCAD SHX Text

29646

AutoCAD SHX Text

USA

AutoCAD SHX Text

GREENWOOD, SC

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

SERIAL NO.

AutoCAD SHX Text

DATE MFG.

AutoCAD SHX Text

BLOCK ASSEMBLY

AutoCAD SHX Text

CAT. NO.

AutoCAD SHX Text

FRAME ENERGIZED

AutoCAD SHX Text

29646

AutoCAD SHX Text

USA

AutoCAD SHX Text

GREENWOOD, SC

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

SERIAL NO.

AutoCAD SHX Text

DATE MFG.

AutoCAD SHX Text

BLOCK ASSEMBLY

AutoCAD SHX Text

CAT. NO.

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

no.

AutoCAD SHX Text

date

AutoCAD SHX Text

by

AutoCAD SHX Text

revision

AutoCAD SHX Text

date

AutoCAD SHX Text

no.

AutoCAD SHX Text

by

AutoCAD SHX Text

revision

AutoCAD SHX Text


AutoCAD SHX Text

ENGINEERING

AutoCAD SHX Text

TRANS. & DIST.

AutoCAD SHX Text

engineer

AutoCAD SHX Text

date

AutoCAD SHX Text

checked

AutoCAD SHX Text

drawn by

AutoCAD SHX Text

sheet

AutoCAD SHX Text

contract

AutoCAD SHX Text

drawing

AutoCAD SHX Text

scale =

AutoCAD SHX Text

acad file

AutoCAD SHX Text

of

20'-0

"

7'-0" 7'-0"

7'-0" 7'-0"

12'-1

1 2"

17'-2

3 8"

BOTT. OF BASE

15'-0

"

12'-2

3 8"

BOTT. OF BASE

7'-0" 7'-0"

3 58"30

"

30"

3 58"

3'-0

"

BOTT. OF BASE

15'-6

"

3'-0

"

3'-4

1 2"

4'-0"

3'-0

"

PALOMINOSubstation


JPO

11PALO-S-000001

PALO-S-000001 - STEEL DETAILS

09/08/20

STEEL DETAILS

1/2" = 1'-0"


JFJ

1 09/08/20 BHMG - - -CAPACITOR BANK REPLACEMENT

- - -

- - - - - --

- - - - - --

- - - - - --

-

-

-

-

-




--/--/--

1

1A 09/17/20 ISSUED FOR REVIEW1B 10/30/20 ISSUED FOR REVIEW1C ISSUED FOR BID12/07/20- - -

PRELIMINARY


3 PHASE HIGH BUS SUPPORT

REFERENCES:PLAN VIEW_ _ _ _ _ _ _ _ _ _ _E83-40 SH6SECTION VIEWS_ _ _ _ _ _ _ _ E83-40 SH7 & SH8

3 PHASE LOW BUS SUPPORT 3 PHASE SWITCH STAND

JPO

- - - -

SWITCH OPERATOR PLATFORM


47 of 63 January 19, 2021


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

no.

AutoCAD SHX Text

date

AutoCAD SHX Text

by

AutoCAD SHX Text

revision

AutoCAD SHX Text

date

AutoCAD SHX Text

no.

AutoCAD SHX Text

by

AutoCAD SHX Text

revision

AutoCAD SHX Text


AutoCAD SHX Text

ENGINEERING

AutoCAD SHX Text

TRANS. & DIST.

AutoCAD SHX Text

engineer

AutoCAD SHX Text

date

AutoCAD SHX Text

checked

AutoCAD SHX Text

drawn by

AutoCAD SHX Text

sheet

AutoCAD SHX Text

contract

AutoCAD SHX Text

drawing

AutoCAD SHX Text

scale =

AutoCAD SHX Text

acad file

AutoCAD SHX Text

of

FOR TENDER PURPOSES ONLY


48 of 63 January 19, 2021


AVXVERTICAL BREAK

DISCONNECT SWITCH

MINDCORETECH.COM

15 TO 420kV / 1200 TO 6000A

SWITCH IN...TO THE FUTURE


49 of 63 January 19, 2021


MINDCORE TECHNOLOGIES AVX IS A HIGH

QUALITY VERTICAL DISCONNECT SWITCH

THAT'S BUILT TO LAST! DESIGNED TO UTILIZE

THE HIGH STRENGTH AND LIGHTWEIGHT

CHARACTERISTICS OF ALUMINUM ALLOYS, IT'S

VIRTUALLY MAINTENANCE FREE!

SWITCH IN...TO THE NEXT GENERATION

The AVX is built with high quality components including robust pivots, sealed with back-to-back taper roller bearings.

Designed to be braidless, the current carying path is exempt of any rotating points for maximum reliability.

THE MINDCORE "EDGE"

PRODUCTS FEATURES

15 TO 420KV / 1200 TO 6000A

ALUMINUM CURRENT CARRYING PARTS

SILVER TO SILVER SELF-WIPING CONTACTS

REVERSED LOOP DESIGN ON HINGE AND JAW

FULLY ADJUSTABLE BLADE OPENING UP TO 95˚

3 SETS OF NEMA TERMINAL PADS AT BOTH ENDS

IEEE 693 HIGH SEISMIC TESTED

IMPROVED KEARNEY DESIGN

THE BLADE TURNS TO A FULL 90˚ PROVIDING UNEQUALED ICE-BREAKING CAPABILITY.

Reversed loop copper fingers exert more pressure on the blade, ensuring efficient electrical contact.

Oilite bushing are used to allow worry-free operation for life duration.

Our switches are all designed with ease of installation in mind


50 of 63 January 19, 2021


ACKNOWLEDGEMENT

ADDENDUM #1



Each bidder shall acknowledge receipt of this Addendum by their signature below and shall

include a copy of this Addendum Acknowledgment Form at the end of Section III of the

REQUEST FOR PROPOSAL. Failure to do so will be sufficient cause to reject your bid.

CERTIFICATION BY BIDDER

The undersigned acknowledges receipt of this Addendum and certifies that the bid submitted is

in accordance with the information, instructions and stipulations set forth herein. The changes

identified in this addendum take precedence over anything to the contrary in the original

specifications or other addenda issued for this project. All other terms and conditions of the

original specifications and previous addenda remain in full force and effect.

NAME OF BUSINESS

BY:

TITLE:

(Title & Capacity of Person Signing)

DATE:

ALL BIDDERS SUBJECT: AD - BidNet

Documents

Transcript of ALL BIDDERS SUBJECT: AD - BidNet