ADDENDUM No. 1 - Banner Associatesbannerassociates.com/images/uploads/3-12-20_Addendum_No... · 2020. 6. 4. · Page 6 of 7 1. PROVIDE A MINIMUM OF 1,000 SQ. FT. EROSION CONTROL BLANKETS.”

Page 1 of 7

ADDENDUM | No. 1

PROJECT Wellfield Site B Horizontal Collector Well

BID DATE 2:00 PM CDT Thursday, March 19th, 2020

BID

LOCATION

Lewis & Clark Regional Water System

46986 Monty Street, Tea, SD 57064

ISSUE DATE March 12, 2020

NOTICE Failure to acknowledge all addenda in the BID may cause rejection of the BID.

See Instructions to Bidders.

SCOPE OF THIS ADDENDUM

The following becomes a part of the original project manual and drawings, taking precedence over the items that may

conflict. The bidder shall note receipt and make acknowledgment of the Addendum on his/her bid form, incorporating

its provision in his/her bid.

PROJECT MANUAL

The following additions, changes and clarifications have been made to the Project Manual.

1. Section 00200 – Instructions to Bidders

a. Change: “five years” to “ten years” in Paragraph 3.03, A.1.

2. Section 00410 – Bid Form

a. Delete Section in its entirety

b. Replace with attached Section 00410 – Bid Form

3. Section 00440 – List of Subcontractors and Suppliers

a. Delete Section in its entirety

b. Replace with attached Section 00440 – List of Subcontractors and Suppliers

4. Section 00820 – Bureau of Reclamation Supplemental Provisions, Paragraph 9.0

a. Delete Paragraph (a) on page 00820-8 in its entirety and replace with:

(a) The sum of $7,500,000 has been reserved for Contract Wellfield Site B Horizontal

Collector and is available for payment to the Contractor to cover earnings during fiscal year

2020 (through September 30, 2020 under the schedule of items, materials delivered to the site

which are properly stored and protected, and all other earnings, which may be due under the

contract, or any contract adjustments required, including retained percentages, change orders,

and liquidated damages. It is anticipated the remaining funds needed to complete this

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contract will become available during the first quarter of fiscal year 2021 (beginning on

October 1, 2020).

5. Section 01300 – Submittals

a. Delete paragraph 1.3.A.5 in its entirety and replace with:

5. Shop drawings and product data submittals shall be submitted electronically to the

Engineer via an exchange website service. Protocol for handling shop drawing submittals

and software requirements will be discussed in greater detail during the Pre-Construction

Meeting.

6. Section 01500 – Mobilization and Construction Facilities

a. Add new paragraph 3.13 on page 01500-6:

3.13 ENGINEER’S FIELD OFFICE

A. Engineer’s Field Office. A field office shall be provided by the Contractor for the exclusive

use of the Engineer for the duration of the project. The field office shall be a portable

building or trailer generally meeting the following requirements.

1. Floor Space - 200 square feet minimum (outside dimensions).

2. Ceiling Height - 7'0".

3. Floor - Supported rigid and covered with tile, linoleum or any other smooth surface.

4. Walls and Ceiling - Shall be finished with a hard surface material.

5. Counter Space - 20 square feet, smooth top constructed 30 inches deep and 36 inches

high, surfaced with tempered masonite, formica or linoleum. One stool and one desk

chair compatible with this work area.

6. Doors - One, 36-inch wide, opening outward.

7. Windows - 2 minimum.

8. Screens - Provided for each opening.

9. Insulation - All walls, ceilings and floors.

10. Power Source - 115-volt, single phase AC, with fused or circuit breaker box and outside

power disconnect, or power necessary to operate heating and air conditioning

systems.

11. Electrical Fixtures - Two light fixtures, 2 outlets over counter area.

12. Heating and Air Conditioning - Adequate for size and type unit furnished.

13. One desk, approximately 44 inches wide, 33 inches deep and 30 inches high; to include

1 center drawer, and 1 box and 1 letter size file drawer on the right. One electric

ceiling light shall be located approximately 36 inches above the desk. Two (2) desk

chairs compatible with this work area.

14. One 48 x 60-inch liquid marking board with minimum four-color set of compatible

markers.

15. One conveniently located double electrical wall outlet on each of the four walls.

16. One standard size waste paper basket.

17. One mini-fridge (3.1 cu.ft minimum).

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18. One microwave.

19. One (1) copy machine than can function as printer, copier, telecopier and scanner up

to 11 IN x 17 IN paper with internet Wifi compatibility. Canon, Konica, Sharp, Ricoh or

approved equal, with mid-range features

B. Utilities. Utilities necessary to accommodate the vent fans, high speed internet, electrical

fixtures, heating and air conditioning shall be provided by the Contractor for the temporary

field office. All monthly utility costs for the Engineer's field office shall be paid by the

Contractor.

C. Contractor shall provide and install all construction facilities noted, and properly functioning,

concurrent with Contractor’s mobilization of either tools, materials or equipment to the

project site. This shall include all sanitary, water and electrical and telecommunications

connections, furnishings, etc. into the temporary facility, as noted in this paragraph and

elsewhere.

D. Contractor shall provide all maintenance and upkeep of Engineer’s trailer and equipment.

Equipment breakdowns shall be repaired promptly (within 48 hours) by Contractor.

7. Section 03300 – Cast-In-Place-Concrete

a. Clarification: For “Fine aggregate: Free of materials with deleterious reactivity to alkali in

cement.” Potential for Alkali-Silica Reaction (ASR) shall be handled in accordance with ACI 301-

16, paragraph 4.2.2.6.

8. Section 08710 – Door Hardware, Paragraph 3.7, Hardware Set 2: Door #102B

a. Add: Closer (sim. To LCN 4041 SRI)

Kick-down Stop (sim. To Ives FS452)

9. Section 08800 – Glazing

a. Add: Attached Specification 08800 in its entirety.

10. Section 11072—Pumping Equipment – Vertical Turbine (Line Shaft)

a. Change: “83 PCT” to “81 PCT” in Paragraph 2.2, A.1.b.

b. Change: “Vesconite” to “Greene Tweed ARHT” in Paragraph 2.4, C.6.

c. Delete: “c. Bolting for a single bowl.” in Paragraph 2.5, A.1., and renumber accordingly.

d. Delete: “d. One set of bowl bearings.” in Paragraph 2.5, A.1., and renumber accordingly.

e. Insert: “with” after “box” in Paragraph 2.5, A.1.f.

f. Delete: “i. One stainless steel collet per impeller.” in Paragraph 2.5, A.1., and renumber accordingly.

11. Section 13200—Horizontal Collector Well

a. Insert: “5. Bottom of the caisson shall rest on bedrock. Approximate bedrock elevation is shown on

the Drawings. Contractor shall confirm bedrock elevation.” below Paragraph 3.1, A.4.

b. Replace: “1132.00 FT” with “1120.00 FT” in Paragraph 3.1, C.

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c. Delete: “by hydraulically isolating the screen in sections not to exceed 6 FT in length” in Paragraph

3.3, A.

d. Replace: “The Engineer will assist Owner in obtaining discharge permit.” with “Contractor shall

obtain discharge permit.” in Paragraph 3.4, F.

e. Insert:

“1) Provide testing for all contaminants included in the Primary Drinking Water Regulations in the

following categories: Microorganisms, Inorganic Chemicals, Organic Chemicals, and Radionuclides,

as defined by the EPA.

2) Provide testing for calcium, magnesium, sodium, potassium, carbonate, bicarbonate, silica,

alkalinity and total hardness.” below Paragraph 3.4, G.1.a.

12. Section 13219 – Hydropneumatic Surge Tanks

a. Insert: “4) Provide standard ASME B16.5 flanges and gaskets.”

5) Refer to Drawings for detail.” below Paragraph 2.4, A.3.b.3).

13. Section 13830 – Instrumentation for Process Control: Basic Requirements

a. Add: Attached Specification 13830 in its entirety.

14. Section 13835 – Remote Terminal Units, Paragraph BB, page 9

a. Clarification: The antenna tower manufacture shall be responsible for providing lightning protection

for the antenna tower.

15. Section 15100—Valves – Basic Requirements

a. Replace: the Valve Schedule with attached Addendum No. 1 Valve Schedule.

16. Section 15101—Gate Valves

a. Delete: Paragraph 2.2, 2.a. through c. and Replace with the following:

“2. Materials:

a. Submerged:

1) Stem and stem nut: Stainless steel.

2) Body, gate: Stainless steel.

3) Resilient wedge: Styrene Butadiene Rubber (SBR).

b. Buried:

1) Stem and stem nut: Bronze.

a) Wetted bronze parts in low zinc bronze.

b) Aluminum bronze components: Heat treated per AWWA C504.

2) Body, gate: Ductile iron.

3) Resilient wedge: Styrene Butadiene Rubber (SBR).”

17. Section 15106—Check Valves

a. Insert: “d. Dezurik.” below Paragraph 2.3, A.2.c., and renumber accordingly.

18. Section 15605 – HVAC: Equipment

a. Insert: “12. Color: Tan color paint to be selected by Engineer during shop drawing review.” at the

end of Paragraph 2.3.F.

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b. Insert: “11. Color: Tan color paint to be selected by Engineer during shop drawing review.” at the

end of Paragraph 2.3.G.

c. Change: “2 IN nominal” to “1 IN double wall” in Paragraph 2.3.H.3.b.

d. Change: “L/240 ratio at 125 PCT of design static pressure” to “L/200 at 6” w.c.” in Paragraph 2.3,

H.3.c.1).

19. Section 16010 – Electrical: Basic Requirements

a. Insert: “and install” after the word “furnish” in Paragraph 1.3, B, 3.

b. Insert: “4. Owner will pay for utility connection fees.” below Paragraph 1.3.B.3.

DRAWINGS

The following additions, changes and clarifications have been made to the Drawings.

20. Drawing Sheet 01C-001

a. Replace: “100 FT TALL COMMUNICATIONS TOWER” with “COMMUNICATIONS TOWER. REFER TO

ADD ALTERNATES 1 AND 2.” at sheet coordinate B2.


a. Replace: Sheet 01C-002 with attached Addendum No. 1 Sheet 01C-002.


a. Replace: Sheet 01C-003 with attached Addendum No. 1 Sheet 01C-003.


a. Insert: “V20-11-1” after “18” GATE VALVE” in Future Connection Detail.


a. Insert:

“4. There is an isolation valve on the existing 48” RW pipe directly south of the existing 48”x48” tee

Site B connection. The next isolation valve is approximately 4,050 FT to the north on the 48” RW

pipe between Site B and the Site A well connection point.”

5. LCRWS has obtained a Permit to Occupy Right of Way from the SDDOT. Refer to this permit for

requirements related to work within the Right of Way.” below General Note 3.


a. Replace: “4-6” TOPSOIL AND LOW MAINTENANCE FINE FESCUE SEED MIX (NO MOW GRASS SEED).

DISC ANCHOR W/MULCH, AND FERTILIZE. SEE SPECIFICATIONS SECTION 02930 – SEEDING,

SODDING, AND LANDSCAPING.” with “4-6” TOPSOIL. REFER TO SPECIFICATION SECTION 02930 FOR

SEEDING REQUIREMENTS.”

b. Delete: “4-6” TOPSOIL AND LOW MAINTENANCE FINE FESCUE SEED MIX (NO MOW GRASS SEED).

DISC ANCHOR W/MULCH, TYPE 1 EROSION CONTROL BLANKET AND FERTILIZE. SEE SPECIFICATIONS

SECTION 02930 – SEEDING, SODDING, AND LANDSCAPING.” and the corresponding legend hatch

box.

c. Insert:

“GENERAL NOTES:

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1. PROVIDE A MINIMUM OF 1,000 SQ. FT. EROSION CONTROL BLANKETS.”


a. Delete: The SODDING Paragraph in its entirety.


a. Change: “City of Yankton” to “Lewis & Clark Regional Water System” at Sheet Coordinate 2B.

28. Drawing Sheet 01E-001

a. Replace: Sheet 01E-001 with attached Addendum No. 1 Sheet 01E-001.

29. Drawing Sheet 02S-002

a. Add: Dimension to show buttresses shall be 18 inches thick.


a. Change: “9/02S008” to “5/02S-009” in Key Note 3.


a. Add: Bottom of Buttress Elevation = 1120.50.


a. Change: “B101” to “B2” and “B105” to “B1” in Concrete Beam Schedule.


a. Add: “Service Reaction. V = 10 kip (downward)” to detail 5.

34. Drawing Sheet 02A-009 - Door Schedule Hardware Group:

a. Change:

Door 101B shall read as hardware group 1

Door 101C shall read as NO hardware group

Door 102A shall read as hardware group 3

Door 102B shall read as hardware group 2

35. Drawing Sheet 02A-010

a. Add: “General Note: Skylight frame is attached to the 4” x 4” steel compression ring. Skylight frame

and ring shall be removable as a complete unit.”

36. Drawing Sheet 02D-003

a. Change: “3/8” = 1’-0”” to “1/4” = 1’-0”” in the title block.

b. Insert:

“GENERAL NOTES:

1. BOTTOM OF CAISSON ELEVATION SHOWN IS APPROXIMATE. REFER TO SPECIFICATION

SECTION 13200 FOR CAISSON DEPTH REQUIREMENTS.” at sheet coordinate C4.


a. Change: “3/8” = 1’-0”” to “1/4” = 1’-0”” in the title block.

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a. Insert: Attached Addendum No. 1 Figure AD1-1.





NOTE The Plan Holders List and Addendums are available on our website at http://www.bannerassociates.com by

clicking on View Bid Information / Project Name / Project Information link.

Project Manual and Drawing inquiries regarding the work should be directed to:

CONTACT PERSON(S)

Banner Associates, Inc. Tel 1-605-692-6342 | Toll Free 1-855-323-6342 | Fax 1-605-692-5714

Kristin Bisgard, P.E. Project Manager [email protected]

Subconsultant: HDR Tel 1-605-977-7778

Michael Johnson, P.E. Process, Mechanical, Electrical [email protected]

ATTACHMENTS 1. Section 00410 - Bid Form

2. Section 00440 – List of Subcontractors and Suppliers

3. Section 08800 - Glazing

4. Section 13830 – Instrumentation for Process Control: Basic Requirements

5. Section 15100 – Valve Schedule




9. Addendum No. 1 Figure AD1-1



12. Pre-Bid Meeting Minutes

13. Correspondence to Building Crafts, Inc. dated March 9, 2020

14. Correspondence to Reynolds Construction dated March 10, 2020

15. Correspondence to Building Crafts, Inc. dated March 11, 2020

16. DOT ROW Permit _____________________

Kristin Bisgard, P.E. SD#6987

Lewis & Clark Regional Water System February 2020 Wellfield Site B Horizontal Collector Well Section 00410 – Bid Form

F:\20000-43\Design Phase\Working Specifications - Collector Well\Sec00410-Bid Form(a1).docx 00410-1

SECTION 00410

BID FORM

PROJECT IDENTIFICATION

Wellfield Site B Horizontal Collector Well 32078 SD Hwy 19 Vermillion, SD 57069 ARTICLE 1 – BID RECIPIENT

1.01 This Bid is submitted to: Lewis & Clark Regional Water System 46986 Monty Street Tea, SD 57064 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 30 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, other related data identified in the Bidding Documents, and the following Addenda, receipt of which is hereby acknowledged:

Addendum No. Addendum Date



B. Bidder has visited the Site and become familiar with and is satisfied as to the general, local

and Site conditions that may affect cost, progress, and performance of the Work. C. Bidder is familiar with and is satisfied 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 the Site and all drawings of physical conditions relating to existing surface or subsurface structures at or contiguous to the Site (except Underground Facilities) that have been identified in SC-4.02 as containing reliable “technical data”, and (2) reports and drawings of Hazardous Environmental Conditions, if any, at the Site that have been identified in SC-4.06 as containing reliable “technical data”.

E. Bidder has considered the information known to Bidder; information commonly known to

contractors doing business in the locality of the Site; information and observations obtained from visits to the Site; the Bidding Documents; and the Site-related reports and drawings identified in the Bidding Documents, with respect to the effect of such information, observations, and documents on (1) the cost, progress, and performance of the Work; (2) the means, methods, techniques, sequences, and procedures of construction to be employed by Bidder, including applying the specific means, methods, techniques, sequences, and procedures of construction expressly required by the Bidding Documents; and (3) Bidder’s safety precautions and programs.

F. Based on the information and observations referred to in Paragraph 3.01.E above, Bidder

does not consider that further examinations, investigations, explorations, tests, studies, or data are necessary for the determination of this Bid for performance of the Work at the price(s) bid and within the times required, and in accordance with the other terms and conditions of the Bidding Documents.

G. Bidder is aware of the general nature of work to be performed by Owner and others at the

Site that relates to the Work as indicated in the Bidding Documents. H. Bidder has given Engineer written notice of all conflicts, errors, ambiguities, or

discrepancies that Bidder has discovered in the Bidding Documents, and the written resolution thereof by Engineer is acceptable to Bidder.

I. The Bidding Documents are generally sufficient to indicate and convey understanding of

all terms and conditions for the performance of the Work for which this Bid is submitted. J. Bidder will submit written evidence of its authority to do business in the state where the

Project is located not later than the date of its execution of the Agreement.



K. Check One:

Bidder HAS attended the Prebid Conference and the name(s) of the Bidder's representative(s) at the Prebid Conference is (are):

Bidder DID NOT attend the Prebid Conference

ARTICLE 4 – BIDDER’S CERTIFICATION

4.01 Bidder certifies that:

A. This Bid is genuine and not made in the interest of or on behalf of any undisclosed individual

or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization or corporation;

B. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false

or sham Bid; C. Bidder has not solicited or induced any individual or entity to refrain from bidding; and D. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing

for the Contract. For the purposes of this Paragraph 4.01.D: 1. “corrupt practice” means the offering, giving, receiving, or soliciting of any thing of

value likely to influence the action of a public official in the bidding process; 2. “fraudulent practice” means an intentional misrepresentation of facts made (a) to

influence the bidding process to the detriment of Owner, (b) to establish bid prices at artificial non-competitive levels, or (c) to deprive Owner of the benefits of free and open competition;

3. “collusive practice” means a scheme or arrangement between two or more Bidders,

with or without the knowledge of Owner, a purpose of which is to establish bid prices at artificial, non-competitive levels; and

4. “coercive practice” means harming or threatening to harm, directly or indirectly,

persons or their property to influence their participation in the bidding process or affect the execution of the Contract.



ARTICLE 5 – BASIS OF BID

5.01 Bidders have two options to bid: Schedule 1 – Site B Collector Well with New Generator, and/or Schedule 2 – Site B Collector Well with Used Generator. Bidder may bid Schedule 1, Schedule 2 or both. Bidder must also include prices for both Bid Alternate No. 1 (Deduct) and Bid Alternate No. 2 (Add). Bidder will complete the Work in accordance with the Contract Documents for the following price(s):

SCHEDULE 1 - SITE B COLLECTOR WELL WITH NEW GENERATOR

Includes all Work described in the Contract Documents to construct a large capacity collector well, pump house, site work and all required piping and equipment.

In general, this Work includes 1) a 16-foot I.D. caisson approximately 105 to 110 feet in depth, ten horizontal lateral collectors (each approximately 185 feet in length with 175 feet of screen), well development, pump testing and water sampling; 2) a 35.5 feet by 56 feet (outside dimensions) pump house building including the required foundations, structural elemments, electrical and mechanical systems, architectural treatments, plumbing, hardware and bridge crane; 3) piping, valves, fittings, pumps, motors, VFD’s, meters, gauges, surge tank and related equipment, telemetry & control systems, new 1,500 Kw (minimum) generator (including enclosure and fuel tank), switch gear and all related equipment and systems; 4) grading and drainage work, sitework, lighting, site piping (including approximately 650 linear feet of 42” diameter ductile iron piping, including valves, fittings and appurtanences); 5) surge tanks, piping, fittings and valves at four other existing well locations as shown on the Drawings; 6) a fire suppression system in the generator enclosure for the existing 1,500 kW generator at the Tea Pump Station; and 7) utilities, communications lines, 100 foot high radio antenna tower, access road and parking area construction, topsoiling, seeding and restoration, testing, disinfection, clean-up and all other required equipment and construction, complete and ready for use. The Lump Sum price includes all labor, materials, overhead, profit, applicable, fees, bonds and insurance in accordance with the Contract Documents.

Description Unit Extended Price

Wellfield Site B Horizontal Collector Well with New Generator 32078 SD Hwy 19, Vermillion, SD 57069

LS $___________________________

(use numbers)

Fire Suppression System for Tea Pump Station Generator Enclosure 46685 270th Street, Tea SD 57064

LS $___________________________

(use numbers)

TOTAL LUMP SUM BASE BID PRICE (SCHEDULE 1 – WITH NEW GENERATOR): (use words)

BID ALTERNATE NO. 1 (DEDUCT): Remove 100’ High Radio Antenna Tower

LS $___________________________

(use numbers)

BID ALTERNATE NO. 2 (ADD): Replace 100’ Tower with 50’ High Radio Antenna Tower

LS $___________________________

(use numbers)



SCHEDULE 2 - SITE B COLLECTOR WELL WITH USED GENERATOR

Includes all Work described in the Contract Documents to construct a large capacity collector well, pump house, site work and all required piping and equipment.

In general, this Work includes 1) a 16-foot I.D. caisson approximately 105 to 110 feet in depth, ten horizontal lateral collectors (each approximately 185 feet in length with 175 feet of screen), well development, pump testing and water sampling; 2) a 35.5 feet by 56 feet (outside dimensions) pump house building including the required foundations, structural elemments, electrical and mechanical systems, architectural treatments, plumbing, hardware and bridge crane; 3) piping, valves, fittings, pumps, motors, VFD’s, meters, gauges, surge tank and related equipment, telemetry & control systems, used 1,500 Kw (minimum) generator (including enclosure and fuel tank), switch gear and all related equipment and systems; 4) grading and drainage work, sitework, lighting, site piping (including approximately 650 linear feet of 42” diameter ductile iron piping, including valves, fittings and appurtanences); 5) surge tanks, piping, fittings and valves at four other existing well locations as shown on the Drawings; 6) a fire suppression system in the generator enclosure for the existing 1,500 kW generator at the Tea Pump Station; and 7) utilities, communications lines, 100 foot high radio antenna tower, access road and parking area construction, topsoiling, seeding and restoration, testing, disinfection, clean-up and all other required equipment and construction, complete and ready for use. The Lump Sum price includes all labor, materials, overhead, profit, applicable, fees, bonds and insurance in accordance with the Contract Documents.

Description Unit Extended Price

Wellfield Site B Horizontal Collector Well with Used Generator 32078 SD Hwy 19, Vermillion, SD 57069

LS $___________________________

(use numbers)

Fire Suppression System for Tea Pump Station Generator Enclosure 46685 270th Street, Tea SD 57064

LS $___________________________

(use numbers)

TOTAL LUMP SUM BASE BID PRICE (SCHEDULE 2 – WITH USED GENERATOR (use words)

BID ALTERNATE NO. 1 (DEDUCT): Remove 100’ High Radio Antenna Tower

LS $___________________________

(use numbers)

BID ALTERNATE NO. 2 (ADD): Replace 100’ Tower with 50’ High Radio Antenna Tower

LS $___________________________

(use numbers)

Schedule 2 provides the option for Bidder to furnish and install a used generator meeting the requirements listed in Section 16230 – Engine Generator – Diesel of the Specifications. In general, the used generator shall:

− Be manufactured in 2006 or after, used for peak shaving and capable of meeting air quality emissions standards for the year manufactured;

− Have 1,000 hours of run-time or less;



− Have a two-year factory warranty, same as required for a new generator;

− Have, or modified to have, the same enclosure type as the new unit specified;

− Have, or modified to have, the same fuel storage capacity as the new unit specified;

− Bidder shall complete and furnish, along with its Bid, a completed Section 00411 – Required Bid Submittal Information (see attached) to describe the history, usage and condition of the used generator. Owner may elect to inspect the used generator prior to making a decision regarding contract award; and

− Specification Section 16230 shall govern in the event of conflicts or discrepancies between this summary and Specification Section 16230 or any other Specification section.

5.02 The prices bid herein include sales tax and all other applicable taxes and fees. 5.03 All specified cash allowances (if any) are included in the price(s) set forth above and have been computed in accordance with Paragraph 11.02 of the General Conditions 5.04 List the manufacturer of the equipment that is the basis of the bid in accordance with Article 12 of the Instructions to Bidders. ARTICLE 6 – TIME OF COMPLETION

6.01. Dates to Achieve Substantial Completion and Final Payment

A. Bidder agrees that the Work will be substantially complete on or before April 29, 2022, and will be completed and ready for final payment in accordance with Paragraph 14.07 of the General Conditions on or before November 18, 2022 .

B. In addition to the completion dates specified above in Paragraph 6.01.A, the Milestone

for Completion of the fire suppression system in the generator enclosure for the existing Tea Pump Station identified in the Specifications and Drawings shall be September 25, 2020 , fully operational including all equipment, monitoring and control systems.

C. In addition to the completion dates specified in Paragraph 6.01.A, the Milestone for

Completion of the surge tank systems to be installed in the pump houses at Well Sites A, C, D & E identified in the Specifications and Drawings shall be October 14, 2022 , fully operational including all equipment, monitoring and control systems. Refer to Specification Section 01040 – Coordination/Sequence of Construction for additional requirements regarding time periods Contractor can start this Work and sequencing of installing surge tanks and equipment in the various pump houses.

6.02 Bidder accepts the provisions of the Agreement as to liquidated damages.



ARTICLE 7 – ATTACHMENTS TO THIS BID

7.01 The following documents are submitted with and made a condition of this Bid:

A. Required Bid security in the form of a Bid Bond in an amount of ten percent (10%) of the Bidder's maximum Bid price made payable to the Owner issued by a surety meeting the requirements of Paragraphs 5.01 and 5.02 of the General Conditions or a cashier's or certified check made payable to the Owner in an amount of five percent (5%) of the Bidder's maximum Bid price. The Bid Bond shall be accompanied by a certified copy of Power-of-Attorney.

B. Bidder’s Statement of Qualifications with supporting data (Section 00450 – Bidder’s

Statement of Qualifications). C. Representations, Certifications and Other Statements of Offerors. (Department of the

Interior Form DI-2010, Parts A – E). D. Certification of Nondiscrimination (Part G). E. Certification of Elimination of Segregated Facilities (Part H). F. List of Subcontractors, Suppliers, and other individuals and entities required to be identified

in this Bid (Section 00440 – List of Subcontractors and Suppliers). G. If a used generator is Bid, provide a completed Section 00411 – Required Bid Submittal

Information (see attached form) to describe the history, usage and condition of the used generator.

H. Evidence of authority to do business in the state of the Project; or a written covenant to

obtain such license within the time for acceptance of Bids.

7.02 The apparent Successful Bidder (and other Bidder’s, upon request) shall submit to Engineer within 48 hours following the time of the Bid Opening the following:

A. Any other information required to be submitted that is identified in the Bidding Documents.

ARTICLE 8 – MISCELLANEOUS

8.01 The terms used in this Bid with initial capital letters have the meanings stated in the Instructions to Bidders, the General Conditions, and the Supplementary Conditions.



ARTICLE 9 –BID SUBMITTAL:

9.01 This Bid is submitted by: If Bidder is: An Individual: Name (typed or printed): By:

(Individual’s Signature)

Doing business as: A Partnership: Partnership Name: By:

(Signature of general partner – attach evidence of authority to sign) Name (typed or printed): A Corporation: Corporation Name: (SEAL) State of Incorporation: Type (General Business, Professional, Service, Limited Liability): By:

(Signature – attach evidence of authority to sign)

Name (typed or printed): Title: (CORPORATE SEAL) Attest: (Signature of Corporate Secretary)

Date of Authorization to do business in South Dakota is:



A Joint Venture: Name of Joint Venture: First Joint Venturer Name: (SEAL) By: (Signature of first joint venture partner – attach evidence of authority to sign)

Name (typed or printed): Title: Second Joint Venturer Name: (SEAL) By: (Signature of second joint venture partner – attach evidence of authority to sign)

Name (typed or printed): Title:

(Each joint venturer must sign. The manner of signing for each individual, partnership and corporation that is party to the joint venture should be in the manner indicated above.)

Bidder’s Business Address Bidder’s DUNS Number Phone No. Fax No. E-mail Address SUBMITTED on _______________________, 201_____. State Contractor License No. (if applicable)

END OF SECTION

Lewis & Clark Regional Water System February 2020

Wellfield Site B Horizontal Collector Well Section 00440 – List of Subcontractors and Suppliers

F:\20000-43\Design Phase\Working Specifications - Collector Well\Sec00440-List of Subcontractors(a1).docx 00440-1

SECTION 00440

LIST OF SUBCONTRACTORS AND SUPPLIERS

PROJECT: Wellfield Site B Horizontal Collector Well

BIDDER:

List all Subcontractors and Suppliers to be employed on the above Project as required in the Bid

Form. This list shall be submitted as required in Article 12 of the Instructions to Bidders and

Article 7 of the Bid Form with such additional information as is required therein. Bidder shall

submit this form along with its Bid.

Work Firm DUNS

Number Dollar Amount

Well Driller

Pumps

Motors

VFD’s

Well Screen

Misc. Piping

Valves

Site Work

Precast Concrete Panels

Concrete Vaults

Electrical

Generator

HVAC

Reclamation, Seeding

Other _______________

END OF SECTION

Lewis & Clark Regional Water System March 2020

Wellfield Site B Horizontal Collector Well Section 08800 – Glazing

F:\20000-43\Bid Phase\Addendums\Addendum No. 1\08800-Glazing.doc 08800-1

SECTION 08800 - GLAZING 1

PART 1 - GENERAL 2

1.1 SUMMARY 3

A. This Section includes glazing for the following products and applications, including 4

those specified in other Sections where glazing requirements are specified by reference 5

to this Section: 6

1. Skylight. 7

B. Related Sections 8

1. Section 01340 “Submittals.” 9

2. Section 08630 “Metal-Framed Skylights.” 10

1.2 DEFINITIONS 11

A. Manufacturers of Glass Products: Firms that produce primary glass, fabricated glass, or 12

both, as defined in referenced glazing publications. 13

B. Glass Thicknesses: Indicated by thickness designations in millimeters according to 14

ASTM C 1036. 15

C. Interspace: Space between lites of an insulating-glass unit that contains dehydrated air 16

or a specified gas. 17

D. Deterioration of Insulating Glass: Failure of hermetic seal under normal use that is 18

attributed to the manufacturing process and not to causes other than glass breakage and 19

practices for maintaining and cleaning insulating glass contrary to manufacturer's 20

written instructions. Evidence of failure is the obstruction of vision by dust, moisture, 21

or film on interior surfaces of glass. 22

1.3 PERFORMANCE REQUIREMENTS 23

A. General: Provide glazing systems capable of withstanding normal thermal movement 24

and wind and impact loads (where applicable) without failure, including loss or glass 25

breakage attributable to the following: defective manufacture, fabrication, and 26

installation; failure of sealants or gaskets to remain watertight and airtight; deterioration 27

of glazing materials; or other defects in construction. 28

B. Glass Design: Glass thickness designations indicated are minimums and are for 29

detailing only. Confirm glass thicknesses by analyzing Project loads and in-service 30

conditions. Provide glass lites in the thickness designations indicated for various size 31




openings, but not less than thicknesses and in strengths (annealed or heat treated) 1

required to meet or exceed the following criteria: 2

1. Glass Thicknesses: Select minimum glass thicknesses to comply with 3

ASTM E 1300, according to the following requirements: 4

a. Specified Design Wind Loads: As indicated, but not less than wind loads 5

applicable to Project as required by ASCE 7 "Minimum Design Loads for 6

Buildings and Other Structures" : Section 6.0 "Wind Loads." 7

b. Probability of Breakage for Vertical Glazing: 8 lites per 1000 for lites set 8

vertically or not more than 15 degrees off vertical and under wind action. 9

1) Load Duration: 3 seconds. 10

c. Maximum Lateral Deflection: For the following types of glass supported 11

on all 4 edges, provide thickness required that limits center deflection at 12

design wind pressure to 1/50 times the short side length or 1 inch, 13

whichever is less. 14

1) For monolithic-glass lites heat treated to resist wind loads. 15

2) For insulating glass. 16

d. Minimum Glass Thickness for Exterior Lites: Not less than 6.0 mm. 17

C. Thermal Movements: Provide glazing that allows for thermal movements resulting 18

from the following maximum change (range) in ambient and surface temperatures 19

acting on glass framing members and glazing components. Base engineering 20

calculation on surface temperatures of materials due to both solar heat gain and 21

nighttime-sky heat loss. 22

1. Temperature Change (Range): 120 deg F, ambient; 180 deg F, material surfaces. 23

D. Thermal and Optical Performance Properties: Provide glass with performance 24

properties specified based on manufacturer's published test data, as determined 25

according to procedures indicated below: 26

1. For insulating-glass units, properties are based on units of thickness indicated for 27

overall unit and for each lite. 28

2. Center-of-Glass Values: Based on using LBL-44789 WINDOW 5.0 computer 29

program for the following methodologies: 30

a. U-Factors: NFRC 100 expressed as Btu/ sq. ft. x h x deg F. 31

b. Solar Heat Gain Coefficient: NFRC 200. 32

c. Solar Optical Properties: NFRC 300. 33

1.4 SUBMITTALS 34

A. Product Data: For each glass product and glazing material indicated. 35




B. Samples: For the following products, in the form of 12-inch- square Samples for glass. 1

1. Insulating glass for each designation indicated. 2

C. Warranties: Special warranties specified in this Section. 3

1.5 QUALITY ASSURANCE 4

A. Installer Qualifications: An experienced installer who has completed glazing similar in 5

material, design, and extent to that indicated for this Project; whose work has resulted in 6

glass installations with a record of successful in-service performance; and who employs 7

glass installers for this Project who are certified under the National Glass Association's 8

Certified Glass Installer Program. 9

B. Source Limitations for Glazing Accessories: Obtain glazing accessories through one 10

source from a single manufacturer for each product and installation method indicated. 11

C. Safety Glazing Products: Comply with testing requirements in 16 CFR 1201. 12

1. Subject to compliance with requirements, obtain safety glazing products 13

permanently marked with certification label of the Safety Glazing Certification 14

Council or another certification agency acceptable to authorities having 15

jurisdiction. 16

2. Where glazing units, including Kind FT glass and laminated glass, are specified in 17

Part 2 articles for glazing lites more than 9 sq. ft. in exposed surface area of one 18

side, provide glazing products that comply with Category II materials, for lites 9 19

sq. ft. or less in exposed surface area of one side, provide glazing products that 20

comply with Category I or II materials, except for hazardous locations where 21

Category II materials are required by 16 CFR 1201 and regulations of authorities 22

having jurisdiction. 23

D. Glazing Publications: Comply with published recommendations of glass product 24

manufacturers and organizations below, unless more stringent requirements are 25

indicated. Refer to these publications for glazing terms not otherwise defined in this 26

Section or in referenced standards. 27

1. GANA Publications: GANA's "Glazing Manual." 28

2. IGMA Publication for Insulating Glass: SIGMA TM-3000, "Glazing Guidelines 29

for Sealed Insulating Glass Units." 30

1.6 DELIVERY, STORAGE, AND HANDLING 31

A. Protect glazing materials according to manufacturer's written instructions and as needed 32

to prevent damage to glass and glazing materials from condensation, temperature 33

changes, direct exposure to sun, or other causes. 34




B. For insulating-glass units that will be exposed to substantial altitude changes, comply 1

with insulating-glass manufacturer's written recommendations for venting and sealing to 2

avoid hermetic seal ruptures. 3

1.7 PROJECT CONDITIONS 4

A. Environmental Limitations: Do not proceed with glazing when ambient and substrate 5

temperature conditions are outside limits permitted by glazing material manufacturers 6

and when glazing channel substrates are wet from rain, frost, condensation, or other 7

causes. 8

1. Do not install liquid glazing sealants when ambient and substrate temperature 9

conditions are outside limits permitted by glazing sealant manufacturer or below 10

40 deg F. 11

1.8 WARRANTY 12

A. Manufacturer's Special Warranty on Insulating Glass: Manufacturer's standard form, 13

made out to Owner and signed by insulating-glass manufacturer agreeing to replace 14

insulating-glass units that deteriorate as defined in paragraph 1.2D "Definitions" of this 15

Section, f.o.b. the nearest shipping point to Project site, within specified warranty 16

period indicated below. 17

1. Warranty Period: 10 years from date of Substantial Completion. 18

B. Manufacturer’s Special Warranty on Laminated Glass: Manufacturer’s standard form, 19

made out to Owner and signed by laminated-glass manufacturer agreeing to replace 20

laminated-glass units that deteriorate as defined in paragraph 1.2D “Definitions” of this 21

Section, f.o.b. the nearest shipping point to Project site, within specified warranty 22

period indicated below. 23

1. Warranty Period: Five years from date of Substantial Completion. 24

PART 2 - PRODUCTS 25

2.1 MANUFACTURERS 26

A. In other Part 2 articles where titles below introduce lists, the following requirements 27

apply to product selection: 28

1. Manufacturers subject to compliance with requirements, available manufacturers 29

offering products that may be incorporated into the work include, but are not 30

limited to, the following: 31

a. Pilkington 32

b. PPG 33




c. Viracon 1

2.2 PERFORMANCE REQUIREMENTS 2

A. General: Installed glazing systems shall withstand normal thermal movement and wind 3

and impact loads (where applicable) without failure, including loss or glass breakage 4

attributable to defective manufacture, fabrication, or installation; failure of sealants or 5

gaskets to remain watertight and airtight; deterioration of glazing materials; or other 6

defects in construction. 7

B. Structural Performance: Glazing shall withstand the following design loads within 8

limits and under conditions indicated determined in accordance with the IBC and 9

ASTM E1300: 10

1. Basic Wind Speed: 90 mph. 11

2. Maximum Lateral Deflection: For glass supported on all four edges, limit center-12

of-glass deflection at design wind pressure to not more than 1/50 times the short-13

side length or 1 inch (25 mm), whichever is less. 14

C. Safety Glazing: Where safety glazing is indicated, provide glazing that complies with 15

16 CFR 1201, Category II. 16

D. Thermal and Optical Performance Properties: Provide glass with performance 17

properties specified, as indicated in manufacturer's published test data, based on 18

procedures indicated below: 19

1. For monolithic-glass lites, properties are based on units with lites 6 mm thick. 20

2. For laminated-glass lites, properties are based on products of construction 21

indicated. 22

3. For insulating-glass units, properties are based on units of thickness indicated for 23

overall unit and for each lite. 24

4. U-Factors: Center-of-glazing values, in accordance with NFRC 100 and based on 25

LBL's WINDOW 7 computer program, expressed as Btu/sq. ft. x h x deg F 26

(W/sq. m x K). 27

5. SHGC and Visible Transmittance: Center-of-glazing values, in accordance with 28

NFRC 200 and based on LBL's WINDOW 7 computer program. 29

6. Visible Reflectance: Center-of-glazing values, in accordance with NFRC 300. 30

E. 31

2.3 GLASS PRODUCTS 32

A. Heat-Treated Float Glass: ASTM C 1048; Type I (transparent float glass); Quality-Q3; 33

of class, kind, and condition indicated. 34

1. Fabrication Process: By horizontal (roller-hearth) process with roll-wave 35

distortion parallel to bottom edge of glass as installed, unless otherwise indicated. 36

2. For uncoated glass, comply with requirements for Condition A. 37




3. For coated vision glass, comply with requirements for Condition C (other 1

uncoated glass). 2

2.4 Pyrolytic-Coated Float Glass: ASTM C 1376, float glass with metallic-oxide coating 3

applied by pyrolytic deposition process during initial manufacture, and complying with 4

other requirements specified. 5

2.5 LAMINATED GLASS 6

A. Laminated Glass: ASTM C1172. Use materials that have a proven record of no tendency to 7

bubble, discolor, or lose physical and mechanical properties after fabrication and installation. 8

1. Construction: Laminate glass with polyvinyl butyral (PVB) interlayer to comply with 9

interlayer manufacturer's written instructions. 10

2. Interlayer Thickness: Provide thickness not less than that indicated and as needed to 11

comply with requirements. 12

3. Interlayer Color: Clear unless otherwise indicated 13

14

B. Insulating-Glass Units, General: Factory-assembled units consisting of sealed lites of 15

glass separated by a dehydrated interspace, and complying with ASTM E 774 for 16

Class CBA units and with requirements specified in this Article and in Part 2 17

"Insulating-Glass Units" Article. 18

1. Provide Kind FT (fully tempered) glass lites. 19

2. Overall Unit Thickness and Thickness of Each Lite: Dimensions indicated for 20

insulating-glass units are nominal and the overall thicknesses of units are 21

measured perpendicularly from outer surfaces of glass lites at unit's edge. 22

3. Sealing System: Dual seal, with primary and secondary sealants as follows: 23

a. Manufacturer's standard sealants. 24

4. Spacer Specifications: Manufacturer's standard spacer material and construction. 25

2.6 GLAZING TAPES 26

A. Back-Bedding Mastic Glazing Tapes: Preformed, butyl-based elastomeric tape with a 27

solids content of 100 percent; nonstaining and nonmigrating in contact with nonporous 28

surfaces; with or without spacer rod as recommended in writing by tape and glass 29

manufacturers for application indicated; packaged on rolls with a release paper backing; 30

and complying with ASTM C 1281 and AAMA 800 for products indicated below: 31

1. AAMA 806.3 tape, for glazing applications in which tape is subject to continuous 32

pressure. 33

2. AAMA 807.3 tape, for glazing applications in which tape is not subject to 34

continuous pressure. 35




B. Expanded Cellular Glazing Tapes: Closed-cell, PVC foam tapes; factory coated with 1

adhesive on both surfaces; packaged on rolls with release liner protecting adhesive; and 2

complying with AAMA 800 for the following types: 3

1. Type 1, for glazing applications in which tape acts as the primary sealant. 4

2. Type 2, for glazing applications in which tape is used in combination with a full 5

bead of liquid sealant. 6

2.7 MISCELLANEOUS GLAZING MATERIALS 7

A. General: Provide products of material, size, and shape complying with referenced 8

glazing standard, requirements of manufacturers of glass and other glazing materials for 9

application indicated, and with a proven record of compatibility with surfaces contacted 10

in installation. 11

B. Cleaners, Primers, and Sealers: Types recommended by sealant or gasket manufacturer. 12

C. Setting Blocks: Elastomeric material with a Shore, Type A durometer hardness of 85, 13

plus or minus 5. 14

D. Spacers: Elastomeric blocks or continuous extrusions with a Shore, Type A durometer 15

hardness required by glass manufacturer to maintain glass lites in place for installation 16

indicated. 17

E. Edge Blocks: Elastomeric material of hardness needed to limit glass lateral movement 18

(side walking). 19

F. Perimeter Insulation for Fire-Resistive Glazing: Identical to product used in test 20

assembly to obtain fire-resistance rating. 21

2.8 FABRICATION OF GLAZING UNITS 22

A. Fabricate glazing units in sizes required to fit openings indicated for Project, with edge 23

and face clearances, edge and surface conditions, and bite complying with written 24

instructions of product manufacturer and referenced glazing publications, to comply 25

with system performance requirements. 26

1. Allow for thermal movements from ambient and surface temperature changes 27

acting on glass framing members and glazing components. 28

a. Temperature Change: 120 deg F (67 deg C), ambient; 180 deg F (100 29

deg C). 30

2.9 INSULATING-GLASS UNITS 31

A. Passive Solar Low-E Insulating-Glass Units IG-1: 32




1. Manufacturer: Vitro Architectural Glass; SOLARBAN 60 or a comparable 1

product by one of the following: 2

a. Pilkington 3

b. PPG Industries 4

c. Viracon 5

2. Overall Unit Thickness and Thickness of Each Lite: 25 and 6.0 mm. 6

3. Interspace Content: Argon. 7

4. Outdoor Lite: Class 1 (clear) float glass. 8

a. Kind FT (fully tempered). 9

5. Indoor Lite: Class 1 (clear)Heat Strengthened. 10

a. Laminated Glass 11

6. Low-E Coating: Pyrolytic on second surface. 12

7. Visible Light Transmittance: 74 percent minimum. 13

8. Winter Nighttime U-Factor: 0.35 maximum. 14

9. Summer Daytime U-Factor: 0.35 maximum. 15

10. Solar Heat Gain Coefficient: 0.62 maximum. 16

11. Outdoor Visible Reflectance: 17 percent maximum. 17

B. Refer to Insulating Laminated Glass Schedule in Part 3. 18

PART 3 - EXECUTION 19

3.1 EXAMINATION 20

A. Examine framing glazing, with Installer present, for compliance with the following: 21

1. Manufacturing and installation tolerances, including those for size, squareness, 22

and offsets at corners. 23

2. Presence and functioning of weep system. 24

3. Minimum required face or edge clearances. 25

4. Effective sealing between joints of glass-framing members. 26

B. Proceed with installation only after unsatisfactory conditions have been corrected. 27

3.2 PREPARATION 28

A. Clean glazing channels and other framing members receiving glass immediately before 29

glazing. Remove coatings not firmly bonded to substrates. 30




B. Examine glazing units to locate exterior and interior surfaces. Label or mark units as 1

needed so that exterior and interior surfaces are readily identifiable. Do not use 2

materials that leave visible marks in the completed Work. 3

3.3 GLAZING, GENERAL 4

A. Comply with combined written instructions of manufacturers of glass, sealants, gaskets, 5

and other glazing materials, unless more stringent requirements are indicated, including 6

those in referenced glazing publications. 7

B. Glazing channel dimensions, as indicated on Drawings, provide necessary bite on glass, 8

minimum edge and face clearances, and adequate sealant thicknesses, with reasonable 9

tolerances. Adjust as required by Project conditions during installation. 10

C. Protect glass edges from damage during handling and installation. Remove damaged 11

glass from Project site and legally dispose of off Project site. Damaged glass is glass 12

with edge damage or other imperfections that, when installed, could weaken glass and 13

impair performance and appearance. 14

D. Install setting blocks in sill rabbets, sized and located to comply with referenced glazing 15

publications, unless otherwise required by glass manufacturer. Set blocks in thin course 16

of compatible sealant suitable for heel bead. 17

E. Do not exceed edge pressures stipulated by glass manufacturers for installing glass lites. 18

F. Provide spacers for glass lites where length plus width is larger than 50 inches as 19

follows: 20

1. Locate spacers directly opposite each other on both inside and outside faces of 21

glass. Install correct size and spacing to preserve required face clearances, unless 22

gaskets and glazing tapes are used that have demonstrated ability to maintain 23

required face clearances and to comply with system performance requirements. 24

2. Provide 1/8-inch minimum bite of spacers on glass and use thickness equal to 25

sealant width. With glazing tape, use thickness slightly less than final compressed 26

thickness of tape. 27

G. Provide edge blocking where indicated or needed to prevent glass lites from moving 28

sideways in glazing channel, as recommended in writing by glass manufacturer and 29

according to requirements in referenced glazing publications. 30

H. Set glass lites in each series with uniform pattern, draw, bow, and similar 31

characteristics. 32

I. Where wedge-shaped gaskets are driven into one side of channel to pressurize sealant or 33

gasket on opposite side, provide adequate anchorage so gasket cannot walk out when 34

installation is subjected to movement. 35




J. Square cut wedge-shaped gaskets at corners and install gaskets in a manner 1

recommended by gasket manufacturer to prevent corners from pulling away; seal corner 2

joints and butt joints with sealant recommended in writing by gasket manufacturer. 3

4

3.4 TAPE GLAZING 5

A. Position tapes on fixed stops so that, when compressed by glass, their exposed edges are 6

flush with or protrude slightly above sightline of stops. 7

B. Install tapes continuously, but not necessarily in one continuous length. Do not stretch 8

tapes to make them fit opening. 9

C. Cover vertical framing joints by applying tapes to heads and sills first and then to 10

jambs. Cover horizontal framing joints by applying tapes to jambs and then to heads 11

and sills. 12

D. Place joints in tapes at corners of opening with adjoining lengths butted together, not 13

lapped. Seal joints in tapes with compatible sealant approved by tape manufacturer. 14

E. Do not remove release paper from tape until just before each glazing unit is installed. 15

F. Apply heel bead of elastomeric sealant. 16

G. Apply cap bead of elastomeric sealant over exposed edge of tape. 17

3.5 CLEANING AND PROTECTION 18

A. Protect exterior glass from damage immediately after installation by attaching crossed 19

streamers to framing held away from glass. Do not apply markers to glass surface. 20

Remove nonpermanent labels, and clean surfaces. 21

B. Protect glass from contact with contaminating substances resulting from construction 22

operations, including weld splatter. If, despite such protection, contaminating 23

substances do come into contact with glass, remove substances immediately as 24

recommended by glass manufacturer. 25

C. Examine glass surfaces adjacent to or below exterior concrete and other masonry 26

surfaces at frequent intervals during construction, but not less than once a month, for 27

buildup of dirt, scum, alkaline deposits, or stains; remove as recommended in writing by 28

glass manufacturer. 29

D. Remove and replace glass that is broken, chipped, cracked, or abraded or that is 30

damaged from natural causes, accidents, and vandalism, during construction period. 31




E. Wash glass on both exposed surfaces in each area of Project not more than four days 1

before date scheduled for inspections that establish date of Substantial Completion. 2

Wash glass as recommended in writing by glass manufacturer. 3

4

3.6 INSULATING-LAMINATED-GLASS SCHEDULE 5

A. Low-E-Coated, Clear Insulating Laminated Glass Type 6

1. Overall Unit Thickness: 1 inch (25 mm) 7

2. Minimum Thickness of Outdoor Lite: 6 mm 8

3. Outdoor Lite: Clear fully tempered float glass. 9

4. Interspace Content: Argon. 10

5. Indoor Lite: Clear laminated glass with two plies of heat-strengthened glass. 11

a. Minimum Thickness of Each Glass Ply: 3 mm. 12

b. Interlayer Thickness of PVB: 0.030 inch (0.76 mm). 13

6. Low-E Coating: Pyrolytic (Solarban 60 or approved equal) on second surface. 14

7. Visible Light Transmittance: 74 percent minimum. 15

8. Winter Nighttime U-Factor: 0.35 maximum. 16

9. Summer Daytime U-Factor: 0.35 maximum. 17

10. Solar Heat Gain Coefficient: 0.62 maximum. 18

11. Outdoor Visible Reflectance: 17 percent maximum. 19

20

21

22

END OF SECTION 08800 23

24

25

26

This Page Intentionally Left Blank 27

28


Wellfield Site B Horizontal Collector Well Section 13830 – Instrumentation for Process Control: Basic Require.

F:\20000-43\Design Phase\Working Specifications - Collector Well\Sec13830-Instrumentation for Process Controls-Basic Requirements.doc13830-1

SECTION 13830 - 1

INSTRUMENTATION FOR PROCESS CONTROL: BASIC REQUIREMENTS 2

PART 1 - GENERAL 3

1.1 SUMMARY 4

A. Section Includes: 5

1. Basic requirements for complete instrumentation system for process control 6

B. Related Sections include but are not necessarily limited to: 7

1. Division 0 – Bidding Requirements, Contract Forms, and Conditions of the Contract 8

2. Division 1 – General Requirements 9

3. Division 11 – Equipment 10

4. Section 13831 – Integrator Coordination 11

5. Section 13832 – Monitoring and Control Systems 12

6. Section 13833 – Primary Process Measurement Devices 13

7. Section 13835 – Remote Terminal Units 14

8. Division 26 – Electrical 15

1.2 QUALITY ASSURANCE 16

A. Referenced Standards: 17

1. Canadian Standards Association (CSA) 18

2. FM Global (FM) 19

3. The Instrumentation, Systems, and Automation Society (now International Society 20

of Automation, ISA): 21

a. S5.1, Instrumentation Symbols and Identification 22

b. S5.2, Binary Logic Diagrams for Process Operations 23

c. S5.3, Graphic Symbols for Distributed Control/Shared Display Instrumentation, 24

Logic and Computer Systems 25

d. S5.4, Standard Instrument Loop Diagrams 26

e. S20, Standard Specification Forms for Process Measurement and Control 27

Instruments, Primary Elements and Control Valves 28

f. RP7.1-56, Pneumatic Control Circuit Pressure Test 29

4. National Electrical Manufacturers Association (NEMA) 30

5. National Institute of Standards and Technology (NIST) 31

6. Underwriters Laboratories, Inc. (UL) 32

B. Miscellaneous: 33

1. Comply with electrical classifications and NEMA enclosure types shown on 34

Drawings. 35

C. Qualifications: 36

1. Instrumentation & PLC Panel (Hardware Integrator) subcontractor: 37

a. Have satisfactorily provided a control system for a minimum of five projects of 38

similar magnitude and function 39




2. All panels shall meet the requirements of UL508 and shall be labeled as such. The 1

panel supplier shall maintain in-house UL508 shop procedures for both open and 2

enclosed Industrial Control Panels. UL508A and shall be labeled as such, thereby 3

certifying that the panel satisfies the UL requirements for an enclosed industrial 4

control panel relating to hazardous locations with intrinsically safe circuit 5

extensions. The panel supplier shall maintain in-house UL508A shop procedures. 6

3. The Hardware Integrator shall have been in business designing and implementing 7

water SCADA projects that include Allen-Bradley PLC based control panels, equal 8

or greater size to this Project for 10 years. Past experience of companies purchased 9

may be included as relevant experience as long as the purchased company's 10

experience relates directly to this type and size of Project. 11

4. The Hardware Integrator shall have a licensed Professional Control Systems 12

Engineer or Electrical Engineer certify their control drawings/wiring diagrams and 13

other design concepts they have established to meet the functional specifications of 14

this Section. 15

5. The Hardware Integrator shall have a minimum of $1,000,000 in professional 16

liability insurance. 17

6. The Hardware Integrator shall have programmers, designers, and field service 18

personnel who are permanent, full time employees. The personnel on this project 19

shall have successfully completed a manufacturer's training course on the 20

configuration and implementation of the specific programmable controllers, HMI's, 21

and other hardware proposed for this project. 22

7. The field service personnel shall be available 24 hours a day to assist the Owner 23

with onsite issues during construction phase and shall be available and capable of 24

reaching the facility within 24 hours for any repairs or troubleshooting after 25

construction. 26

8. The Hardware Integrator shall maintain an inventory of all control components and 27

shall be equipped with all tools required to repair the control panel or instruments. 28

The installation of the system need not be performed by the subcontractor’s 29

employees; however, the Hardware Integrator shall provide the on-site technical 30

supervision of the installation. 31

9. If requested by the Owner or Engineer, the Hardware Integrator shall provide data 32

supporting their compliance of the above items within 48 hours of Bid Opening. 33

34

1.3 SYSTEM DESCRIPTION 35

A. Control System Requirements: 36

1. This specification section provides the general requirements for the instrument and 37

control system. 38

2. The instrument and control system consists of all primary elements, transmitters, 39

switches, controllers, computers, recorders, indicators, panels, signal converters, 40

signal boosters, amplifiers, special power supplies, special or shielded cable, special 41

grounding or isolation, auxiliaries, software, wiring, and other devices required to 42

provide complete control of the systems as specified in the Contract Documents. 43

44 45




B. Unless otherwise required for instrument compatibility, electric control signals shall be 1

4 to 20 mA, 24 Vdc, and pneumatic signals shall be 3 to 15 psi. 2

C. All signals shall be directly linearly proportional to measured variable unless 3

specifically noted otherwise. 4

D. Instrumentation Supplier/Sub-Contractor: 5

1. Furnish and coordinate instrumentation system through a single Instrumentation 6

Supplier/Sub-Contractor. The Instrumentation Supplier/Sub-Contractor shall be 7

responsible for functional operations of all systems, performance of control system 8

engineering, supervision of installation, final connections, communications between 9

process instruments and PLC, calibrations, preparation of drawings and operation 10

and maintenance manuals, startup, training, demonstration of substantial 11

completion, and all other aspects of the instrumentation equipment. 12

2. Ensure coordination of instrumentation with other work to ensure that necessary 13

wiring, conduits, contacts, relays, converters, and incidentals are provided in order 14

to transmit, receive, and control necessary signals to other control elements, to 15

control panels, and to receiving stations. 16

1.4 SUBMITTALS 17

A. Shop Drawings: 18

1. See Section 01300 Submittals for requirements for the mechanics and 19

administration of the submittal process. 20

2. Submittals shall be prepared from original printed material or clear unblemished 21

photocopies of original printed material. Facsimile information is not acceptable. 22

3. Product technical data including: 23

a. Acknowledgement that products submitted meet requirements of standards 24

referenced 25

b. Equipment catalog cut sheets 26

c. Instrument data sheets: 27

1) ISA S20 or Engineer approved equal 28

2) Separate data sheet for each instrument 29

d. Materials of construction 30

e. Minimum and maximum flow ranges 31

f. Pressure loss curves 32

g. Physical limits of components including temperature and pressure limits 33

h. Size and weight 34

i. Electrical power requirements and wiring diagrams 35

j. NEMA rating of housings 36

k. Submittals shall be marked with arrows to show exact features to be provided. 37

4. Loop diagrams per ISA S5.4. 38

a. Each loop diagram on a separate sheet 39

b. Each sheet shall contain the following minimum information: 40

1) All loop devices clearly identified 41

2) Identification of the loop and each loop component, including connections to 42

such things as recorders and computers. Numbering and tagging must agree 43

with the P&ID. 44




3) All interconnections with identifying numbers for: 1

a) Electrical cables 2

b) Conductor pairs 3

c) Pneumatic or hydraulic tubing 4

4) Identification of connections including: 5

a) Junction boxes 6

b) Terminals 7

c) Bulkheads 8

d) Ports 9

e) Computer input/output connections 10

f) Grounding systems 11

5) Signal levels and ranges 12

6) Device location 13

7) Energy sources designating voltage, pressure, and other applicable 14

requirements 15

8) Enough process lines and equipment to clearly show the process side of the 16

loop and provide clarity of control action. This includes: 17

a) What is being measured 18

b) What is being controlled 19

c) Other information required to complete the process loop 20

9) Reference to supplementary records and drawings to show inter-relation to 21

other control loops 22

10) Controller action 23

11) Control valve action upon electronic, hydraulic, or pneumatic failure 24

5. Process connected instrument installation details containing the following minimum 25

information: 26

a. Bill of materials providing as a minimum the following information: 27

1) Tube material and size 28

2) Connection size 29

3) Fitting size, material, and rating 30

4) Valve type and material 31

5) Instrument description 32

6) Pipe stand size and material 33

b. Tube slope requirements 34

c. Required elevations and dimensions 35

6. Comprehensive set of point-to-point wiring diagrams showing all interconnections 36

between packaged systems or equipment control panels, motor control centers, 37

instrumentation, and all other electrical equipment as required to depict a complete 38

and functional electrical control system. Instrumentation wiring already shown on 39

loop diagrams need not be included on point-to-point wiring diagrams. 40

a. Diagrams shall provide the following minimum information: 41

1) Terminal block identification (includes terminals on remote equipment 42

furnished by Others) 43

2) Wire size 44

3) Wire type 45

4) Wire color 46




5) Wire shielding and insulation type 1

6) Conductor quantities and associated conduit size 2

7) Ground points 3

8) Interconnection requirements to existing systems or equipment furnished by 4

Others 5

b. Diagrams shall be provided on Drawings of sufficient size so as to minimize the 6

number of drawings. 7

1) Drawing size: 11 x 17 IN 8

7. Electrical schematic control diagrams. Diagrams shall include: 9

a. Terminal identification 10

b. Unique identification of all control devices and contacts 11

1) Utilize Owner's device identification numbers where applicable 12

c. Wire identification 13

d. Equipment identification 14

e. Indication of remote and local devices and wiring 15

f. Overcurrent protection indication 16

g. Voltage 17

h. All control logic 18

8. Panel fabrication drawings 19

9. PLC/DCS equipment drawings 20

10. Graphic layouts (required of Software Integrator) 21

11. Graphic component construction (required of Software Integrator) 22

12. Nameplate layout drawings 23

13. Drawings, systems, and other elements are represented schematically in accordance 24

with ISA S5.1 and ISA S5.3. 25

a. The nomenclature, tag numbers, equipment numbers, panel numbers, and related 26

series identification contained in the Contract Documents shall be employed 27

exclusively throughout submittals. 28

14. Certifications: 29

a. Documentation verifying that calibration equipment is certified with NIST 30

traceability. 31

b. Approvals from independent testing laboratories or approval agencies, such as 32

UL, FM, or CSA. Certification documentation is required for all equipment for 33

which the specifications require independent agency approval. 34

15. Testing reports: 35

a. Source quality control reports 36

B. Operation and Maintenance Manuals: 37

1. See Section 01300 Submittals for requirements for: 38

a. The mechanics and administration of the submittal process 39

b. The content of Operation and Maintenance Manuals 40

2. Warranties: Provide copies of warranties and list of factory authorized service 41

agents. 42

43

44

45




1.5 DELIVERY, STORAGE, AND HANDLING 1

A. Do not remove shipping blocks, plugs, caps, and desiccant dryers installed to protect the 2

instrumentation during shipment until the instruments are installed and permanent 3

connections are made. 4

PART 2 - PRODUCTS 5

2.1 PERFORMANCE AND DESIGN REQUIREMENTS 6

A. System Operating Criteria: 7

1. Stability: After controls have taken corrective action, as result of a change in the 8

controlled variable or a change in setpoint, oscillation of final control element shall 9

not exceed two cycles per minute or a magnitude of movement of 0.5 percent full 10

travel. 11

2. Response: Any change in setpoint or change in controlled variable shall produce a 12

corresponding corrective change in position of final control element and become 13

stabilized within 30 seconds. 14

3. Agreement: Setpoint indication of controlled variable and measured indication of 15

controlled variable shall agree within 3 percent of full scale over a 6:1 operating 16

range. 17

4. Repeatability: For any repeated magnitude of control signal, from either an 18

increasing or decreasing direction, the final control element shall take a repeated 19

position within 0.5 percent of full travel regardless of force required to position final 20

element. 21

5. Sensitivity: Controls shall respond to setpoint deviations and measured variable 22

deviations within 1.0 percent of full scale. 23

6. Performance: All instruments and control devices shall perform in accordance with 24

manufacturer's specifications. 25

2.2 ACCESSORIES 26

A. Provide instruments with manufacturer's identification nameplate showing: 27

1. Manufacturer's model number 28

2. Manufacturer's serial number 29

3. Range: 30

a. Utilize the same units of measurement as are utilized in the Contract 31

Documents. 32

4. Power supply requirement 33

B. Provide round metal identification tags for each instrument. Equipment designation as 34

indicated in the Contract Documents (e.g. FIT-101). 35

1. Material: Aluminum or stainless steel. Provide stainless steel in corrosive 36

environments. 37

2. Diameter: 1 ½ inch minimum 38

3. Thickness: 0.035 inch (20 gauge) minimum 39

4. Lettering: Stamped and filled 40

a. Color: Black 41




b. Letter Height: ¼ inch minimum 1

5. Fastener: #6 bead chain, same material as tag. 2

PART 3 - EXECUTION 3

3.1 INSTALLATION 4

A. Use bottom entry for all conduit entry to instruments and junction boxes. 5

B. Install electrical components per Division 26. 6

C. Panel-Mounted Instruments: 7

1. Mount and wire so removal or replacement may be accomplished without 8

interruption of service to adjacent devices. 9

2. Locate all devices mounted inside enclosures so terminals and adjustment devices 10

are readily accessible without use of special tools and with terminal markings 11

clearly visible. 12

3.2 FIELD QUALITY CONTROL 13

A. Maintain accurate daily log of all startup activities, calibration functions, and final 14

setpoint adjustments. 15

1. Documentation requirements include the utilization of the forms located at the end 16

of this section. 17

a. Loop Checkout Sheet 18

b. Instrument Certification Sheet 19

c. Final Control Element Certification Sheet 20

B. Instrumentation Calibration: 21

1. Verify that all instruments and control devices are calibrated to provide the 22

performance required by the Contract Documents. 23

2. Calibrate all analytical instruments, other than flow meters and local pressure and 24

temperature gauges, after the device is mounted in place to assure proper installed 25

operation. 26

3. Calibrate in accordance with the manufacturer's specifications. 27

4. Bench calibrate pressure and temperature gauges. Field mount gauge within 1 day 28

of calibration. 29

5. Check the calibration of each transmitter and gauge across its specified range at 0, 30

25, 50, 75, and 100 percent. Check for both increasing and decreasing input signals 31

to detect hysteresis. 32

6. Replace any instrument which cannot be properly adjusted. 33

7. Stroke control valves to verify control action, positioner settings, and solenoid 34

functions. 35

8. Mark range, date, setpoint, and calibrator's initials on each instrument by means of 36

blue or black ink on a waterproof tag affixed to the instrument. 37

9. Calibration equipment shall be certified by an independent agency with traceability 38

to NIST. Certification shall be up-to-date. Use of equipment with expired 39

certifications shall not be permitted. 40




10. Calibration equipment shall be at least three times more accurate as the device being 1

calibrated. 2

C. Loop checkout requirements are as follows: 3

1. Check control signal generation, transmission, reception, and response for all 4

control loops under simulated operating conditions by imposing a signal on the loop 5

at the instrument connections. Use actual signals where available. Closely observe 6

controllers, recorders, alarm and trip units, remote setpoints, radio systems, and 7

other control components. Make corrections as required. Following any 8

corrections, retest the loop as before. 9

2. Stroke all control valves, cylinders, drives, and connecting linkages from the control 10

room operator interface. 11

3. Check all interlocks to the maximum extent possible. 12

4. In addition to any other as-recorded documents, record all setpoint and calibration 13

changes on all affected Contract Documents and turn over to the Owner. 14

D. Provide verification of system assembly, power, ground, and I/O tests. 15

E. Verify existence and measure adequacy of all grounds required for instrumentation and 16

controls. 17

END OF SECTION 18

LCRWS Site B Horizontal Collector Well - Process Valve Schedule - Addendum No. 1

Valve Description Size Type Actuator

Exposed/

Buried Joints

V20-01-1 Lateral No. 1 Isolation Valve 12 RW Gate Valve Manual W/Extension Stem Exposed Flanged










V20-11-1 Future Well Connection Isolation Valve 18 RW Gate Valve Manual W/Extension Stem Buried MJ

V20-12-1 Wellsite B Isolation Valve 42 RW Gate Valve Manual W/Extension Stem Buried MJ

V20-01-2 Pump No. 1 Isolation Valve 16 AWWA Butterfly Manual Exposed Flanged



V20-01-3 Surge Tank Isolation Valve 16 AWWA Butterfly Manual Exposed Flanged

V20-01-4 Wellhouse Isolation Valve 30 AWWA Butterfly Manual Exposed Flanged

V20-01-5 Pump To Waste Valve 10 AWWA Butterfly Manual Exposed Flanged





V20-01-6 Pump No. 1 Check Valve 16 Swing Check Automatic Exposed Flanged



V20-01-7 Pump No. 1 Air/Vacuum Valve 4 Air/Vacuum Valve Automatic Exposed Flanged



V20-01-8 Main Discharge Header Air/Vacuum Valve 6 Air/Vacuum Valve Automatic Exposed Flanged

V20-01-10 Air/Vacuum Valve Isolation 4 Plug Valve Manual Exposed Flanged



V20-04-10 Surge Tank Drain Valve 4 Plug Valve Manual Exposed Flanged


135-223788

City of Yankton, SD

2014 Water Treatment Plant Improvements, Horizontal Collector Well -

VALVE SCHEDULE

15100A - 1

X

X

X

X

X

X

X

X

X

X

X

X

X

X

LATERAL N

o.4 =

N45°0

0'00.0

0"W 18

5.00'

LATERAL No.3 = N15°00'00.00"W 185.00'

LATERAL No.2 = N15°00'00.00"E 185.00'

LATERAL No.1 = N45°00'00.00"E 185.00'

LATERAL N

o.10 =

S45

°00'0

0.00"E

185.0

0'

LATE

RAL

No.

5 =

N75

°00'

00.0

0"W

185

.00'

LATE

RAL

No.

6 =

S75°

00'0

0.00

"W 1

85.0

0'

LATERAL No.7 = S45°00'00.00"W 185.00'

LATERAL No.8 = S15°00'00.00"W 185.00'

LATERAL No.9 = S15°00'00.00"E 185.00'

L-80

L-160

P-150

R-50

P-75

1

2

22

2

2

1

1

1

2

1

R-2A

R-2SP

TW-2018

TW-2001P-50

50' FROM OF/CAISSON = N166566.73 ; E2875862.9










100' FROM OF/CAISSON = N166602.09 ; E2875898.2150' FROM OF/CAISSON = N166637.44 ; E2875933.6185' FROM OF/CAISSON = N166662.19 ; E2875958.3

CENTERLINE ELEV = 1043.00COLLECTOR WELL LATERAL NO.1



















CENTER OF COLLECTOR WELL CAISSION N166524.66 ; E2875820.8

KEY NOTES:

PROTECT EXISTING OBSERVATION WELL.

ABANDON EXISTING OBSERVATION WELL.A. FILL WELL CASING WITH CLEAN SAND TO 20FEET

BELOW GRADE.B. FILL THE REMAINDER OF THE WELL CASING WITH

BENTONITE GROUT TO 3 FEET BELOW GRADE.C. REMOVE THE WELL HEAD CONCRETE PAD AND

MONUMENT.D. EXPOSE AND REMOVE THE TOP 3 FEET OF PVC CASING

PIPE.E. BACKFILL THE TOP 3 FEET OVER THE CASING PIPE

WITH NATIVE SILTY CLAY MATERIAL.F. PLACE TOPSOIL AND SEED.

1

2

LATERAL PLAN

1:20

A 03/06/2020 ADDENDUM NO. 1

ISSUE DATE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2"

SCALE

FILENAME

1 2 3 4

SHEET

A

B

C

STRUCTURAL

ARCHITECTURAL

PROCESS

MECHANICAL

ELECTRICAL

CIVIL Wellfield Site B

Horizontal

Collector Well

D. GRABER

A. HANSON

M. JOHNSON

K. GANSKOP

10141170

D. LORANG

R. DALRYMPLE

INSTRUMENTATION K. MCCUTCHEON

M. JOHNSON

AGENCY REVIEW01/17/2020

ISSUED FOR BID02/10/2020 01C-002.dwg

01C-002

2020 0 40

SCALE IN FEET

GENERAL NOTES:

1. PLUG ABANDONED WELLS IN ACCORDANCE WITH THEREQUIREMENTS OUTLINED IN THE SOUTH DAKOTAWELL CONSTRUCTION STANDARDS.

2. ABANDONED WELLS MUST BE PLUGGED BY A WELLDRILLER LICENSED IN THE STATE OF SOUTH DAKOTA.

3. REFER TO THE ABANDONED WELLS TABLE ON THISSHEET FOR ADDITIONAL INFORMATION ONT HE WELLSTO THE ABANDONED.

WELLDIAMETER(INCHES)

DEPTH BELOWGROUND (FEET)

TW-2018 12 112TW-2001 12 91

P-50 2 108SP 1.25 13

R-2A 6 91R-2 4 85

A

A

A

A

A

A

X

X

X

X

X

X

1+002+00

3+00

4+00

1+00

2+00

3+00 4+00

0102

03

04

28

27

07

08 09

18

32

1011

1213

14

15

16

17

26

25

2423

2221

20

19

31

3029

33

34

35

36

37

05

39

3843

42

41

40

STA 2+03.79-58.36' LTN166502.85 ; E2875849.26CORNER OF GRAVELELEV = 1142.40

01

STA 2+51.46-70.78' LTN166516.99 ; E2875889.38GENERATOR PADELEV = 1142.50

28


27


18


32

STA 1+46.89-60.69' LTN166502.85 ; E2875792.31CORNER OF GRAVELELEV = 1142.40

02

STA 2+02.96-37.28' LTN166481.76 ; E2875849.29BEG 30' RADELEV = 1142.21

08

STA 1+49.37-5.98' RTN166436.34 ; E2875797.52END 5' RADELEV = 1142.08

04

STA 2+32.95-6.06' LTN166451.78 ; E2875880.53END 30' RADELEV = 1141.78

07

STA 1+89.07-103.73' LTN166547.59 ; E2875832.69DRAINAGE CHANNELELEV = 1141.58

10


11


13


12


15


14


17


16

STA 1+44.38-0.77' RTN166441.34 ; E2875792.31BEG 5' RADELEV = 1142.11

03

STA 2+43.82-55.35' LTN166501.49 ; E2875889.38CEN 30' RADELEV = 1142.50

09

SURFACING LOCATES AND ELEVATIONS:


26


25


24


23


22


21


20


19


31


30


29

STA 1+35.11-58.68' LTN166500.36 ; E2875780.63CORNER OF PADELEV = 1142.40

33


34


35


36

STA 1+47.55-64.72' LTN166506.91 ; E2875792.80BUILDING CORNERELEV = 1142.50

39


38


37


05


40


41


42


43

SITE GRADING PLAN

1:20

A 03/12/2020 ADDENDUM NO. 1


PROJECT MANAGER

PROJECT NUMBER

0 1" 2"

SCALE

FILENAME

1 2 3 4

SHEET

A

B

C

STRUCTURAL

ARCHITECTURAL

PROCESS

MECHANICAL

ELECTRICAL

CIVIL Wellfield Site B

Horizontal

Collector Well

D. GRABER

A. HANSON

M. JOHNSON

K. GANSKOP

10141170

D. LORANG

R. DALRYMPLE


M. JOHNSON


ISSUED FOR BID02/10/2020 01C-003.dwg

01C-003

2020 0 40

SCALE IN FEET

LEACHING CHAMBERREFER TO DETAIL 6/01C-016

20'

BOLLARD SEE DETAIL2/01C-016

PUMP TO WASTE CHANNELREFER TO DETAIL 4/01C-016

PUMP TO WASTE ENERGYDISSIPATION BASINREFER TO SECTION

DETAIL 5/01C-016

30'

42-WL

COMMUNICATIONS TOWER A

A

(REFER TO ADD ALTERNATES 1 AND 2)

CONTRACTOR SHALL PROVIDE ASINGLE ROW OF REDOISERDOGWOOD TREES. PROVIDE 4 FTSPACING. REFER TO SECTION 01100FOR ADDITIONAL INFORMATION ONTREE REQUIREMENTS.

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

PHH20-1

UTILITY XFMR

E

E

E

E

E

CHH20-1

GENERATOR

EE

E

E

1

4

5

E

2

3

E

2

1

UTILITY METER

1

UTILITY PRIMARY, BY

POWER COMPANY

2

CHH20-2

FO

6

POE PNL

WP

COMMUNICATIONS TOWER

FO

FO

FO

FO

FO

3

SE

E S

HE

ET

01E

-002

7

8

4

SITE ELECTRICAL PLAN

1:20


PROJECT MANAGER

PROJECT NUMBER

0 1" 2"

SCALE

FILENAME

1 2 3 4

SHEET

A

B

C

STRUCTURAL

ARCHITECTURAL

PROCESS

MECHANICAL

ELECTRICAL

CIVIL

Wellfield Site B

Horizontal

Collector Well

D. GRABER

A. HANSON

M. JOHNSON

K. GANSKOP

10141170

D. LORANG

R. DALRYMPLE


M. JOHNSON


ISSUED FOR BID02/10/2020

01E-001.dwg

01E-001

KEYNOTES

TRANSFORMER PAD BY CONTRACTOR PER POWER

COMPANY REQUIREMENTS.

LIGHTS PROVIDED BY GENERATOR SUPPLIER.

TOWER GROUNDING BY TOWER SUPPLIER.

OMIT FOR BID ALTERNATE 1.

1

2

3

4

A

ADDENDUM NO. 103/12/2020

A

A

C:\p

ww

orkin

g\ce

ntra

l0

1\d

09

85

77

4\0

1E

-0

01

.d

wg

, P

lo

t, 3

/1

1/2

02

0 5

:0

8:0

1 P

M, S

PO

LK

3/4" Ø EYE BOLT

3/4" Ø U-BAR

STIFFENING2" DIA ROUND BAR PIPE DAVIT ARM

3/4" RING

2 1/2" PIPE SLEEVE

3/4" PLATE

3/4" HANDEL

CENTER LINEOF FLANGE

SHEET TITLE

PROJECT TITLE

PROJECT MANAGER

DATE

PROJECT NUMBER

REFERENCE DOCUMENT

EXHIBIT NUMBER

REFERENCE SHEET

SHEET TITLE

PROJECT TITLE WELLFIELD BHORIZONTAL COLLECTOR WELL

PROCESS DETAILS

10141170

MICHAEL JOHNSON

3/10/2020

02D-005

ADDENDUM 1

AD1-1

CONTROL BLOCK DIAGRAM

CP20-01

PLC

ETHERNET

SWITCH

TO FUTURE VFD

1"C

MFR CABLE

YAGI ANTENNA

ZS-101

ZS-102

C2

C2 C4

ZS-103

ZS-104

ZS-105

TT-101

M11

M11 M12

PIT-101

TT-103

M11

FS-101

PS-101

HIT-101

TT-102

M11

M11 M12

LS-101

PS-101D

PS-102D

PS-103D

PS-104D

C4

C2 C8

GEN-20.1

C2

C6

GEN-20.1

GEN-20.1

ISI-101

ISI-102

ISI-103

ISI-104

FIT-101

D1

GND

A1 1-TSP #16 DRAIN

3/4"

A2 2-TSP #16 DRAIN

3/4"

A3 3-TSP #16 DRAIN

3/4"

A4 4-TSP #16 DRAIN

A5 5-TSP #16 DRAIN

A6 6-TSP #16 DRAIN

A7 7-TSP #16 DRAIN

A8 8-TSP #16 DRAIN

A9 9-TSP #16 DRAIN

A10 10-TSP #16 DRAIN

A20

DRAIN15-TSP #16A15

DRAIN14-TSP #16A14

DRAIN13-TSP #16A13

DRAIN12-TSP #16A12

DRAIN11-TSP #16A11

METAL PVC

CONDUIT SIZE

FLEX

DWG

MARK

3/4" 3/4"

1" 3/4"

1" 3/4"

1" 1 1/4" 1"

1" 1 1/4" 1"

1 1/4" 1 1/4" 1 1/4"

1 1/4" 1 1/4" 1 1/4"

1 1/4" 1 1/2" 1 1/4"

1 1/2" 1 1/2" 1 1/2"

1 1/2"2"1 1/2"

DWG

MARK

M1

3/4"

M2

1"

M3

2"

M4

1"

M5

M6

M7

M8

M9

M10

M11

M12

M13

M14

M15

M20

M21

M22

M23

M24

M25

METAL PVC

CONDUIT SIZE

FLEX

MANUFACTURER SUPPLIED



OWNER SUPPLIED

3/4"

1-2/C #14

3/4" 3/4"

3/4"

2-2/C #14

1" 1"

1"

3-2/C #14

1 1/4" 1"

1 1/4"

4-2/C #14

1 1/4" 1"

1 1/4"

5-2/C #14

1 1/2" 1"

3/4" 3/4" 3/4"

1" 1 1/4" 1"

1" 1 1/4" 1 1/4"

1 1/4" 1 1/4" 1 1/4"

1 1/4" 1 1/2" 1 1/2"

2-3/C #14

3-3/C #14

4-3/C #14

5-3/C #14

3/4"

1-7/C #14

3/4" 3/4"

2-7/C #14

3-7/C #14

4-7/C #14

5-7/C #14

1" 1" 1"

1 1/2" 2" 1 1/2"

1-9/C #14

2-9/C #14

3-9/C #14

4-9/C #14

5-9/C #14

1 1/4" 1 1/2" 1 1/4"

M31

M32

M33

M34

3/4" 3/4" 3/4"

1-4/C #14

2-4/C #14

3-4/C #14

4-4/C #14

5-4/C #14

1 1/4" 1 1/4"1 1/4"

1 1/4"

1 1/4"

1 1/2"

1 1/4"

1 1/2"

1 1/4"

1 1/4"

1 1/4"

1 1/2"

2"

1 1/2"

2"

2"

1 1/4"

2"

2"

2"

2"

2 1/2"

2"

2 1/2"

2 1/2"

2"

2"

2 1/2"

6-7/C #14

2" 2" 2"

7-7/C #14

2" 2" 2"

3/4"

1"

2"

1"

3/4"

1"

2"

1"

1-3/C #14







2" 2" 2"

M35

M41

M42

M43

M44

M45

M46

M47

M51

M52

M53

M54

M55

10-2/C #14

M16

1 1/2"

6-2/C #14

1 1/2" 1 1/2"

M19

2"

9-2/C #14

2" 2"

2" 1 1/2"

9-4/C #14

2"M39

2 1/2" 2"

D1 1-CAT 6

3/4"

D2

3/4"

D3

3/4"

D4

D5

METAL

CONDUIT SIZE

FLEX

DWG

MARK

3/4"

2-CAT 6

3-CAT 6

4-CAT 6

5-CAT 6

F1

F2

F3

6-STRAND

MM FIBER

12-STRAND

MM FIBER

24-STRAND

MM FIBER

3/4"

3/4"

3/4" 3/4"

3/4" 3/4"

3/4" 3/4"

3/4" 3/4"

3/4" 3/4"

CONDUCTOR CONDUCTOR

CONDUCTOR

6-9/C #14

2 1/2" 3" 2 1/2"

M56

DRAIN5-TST #16

DRAIN4-TST #16

DRAIN3-TST #16

DRAIN2-TST #16

DRAIN1-TST #16

3/4" 3/4" 3/4"

3/4" 3/4"

1" 1" 1"

1"1 1/4"1"

1 1/4" 1 1/4" 1 1/4"

DRAIN6-TST #16

1 1/4" 1 1/4" 1 1/4"

A21

A22

A23

A24

A25

M26

1 1/2" 2" 1 1/2"

6-3/C #14

M27

1 1/2" 2" 2"

7-3/C #14

M282" 2" 2"

8-3/C #14

M30

2" 2 1/2" 2"

10-3/C #14

M29

2" 2" 2"

9-3/C #14

6-4/C #14

2"M36

2" 2"

7-4/C #14

2"M37

2" 2"

1 1/2" 2" 2"

1 1/2" 2"

2" 2"

2" 2"

2" 2"

2"

2"

2"

2"

1"

1-12/C #14

1" 1" 1"

M61

DWG

CONDUCTOR MARK CONDUCTOR

C1 1 - #14 C31 31 - #14

C2 2 - #14 C32 32 - #14

C3 3 - #14 C33 33 - #14

C4 4 - #14 C34 34 - #14

C5 5 - #14 C35 35 - #14

C6 6 - #14 C36 36 - #14

C7 7 - #14 C37 37 - #14

C8 8 - #14 C38 38 - #14

C9 9 - #14 C39 39 - #14

C10 10 - #14 C40 40 - #14

C11 11 - #14 C41 41 - #14

C12 12 - #14 C42 42 - #14

C13 13 - #14 C43 43 - #14

C14 14 - #14 C44 44 - #14

C15 15 - #14 C45 45 - #14

C16 16 - #14 C46 46 - #14

C17 17 - #14 C47 47 - #14

C18 18 - #14 C48 48 - #14

C19 19 - #14 C49 49 - #14

C20 20 - #14 C50 50 - #14

C21 21 - #14 C21 51 - #14

C22 22 - #14 C52 52 - #14

C23 23 - #14 C53 53 - #14

C24 24 - #14 C54 54 - #14

C25 25 - #14 C55 55 - #14

C26 26 - #14 C56 56 - #14

C27 27 - #14 C57 57 - #14

C28 28 - #14 C58 58 - #14

C29 29 - #14 C59 59 - #14

C30 30 - #14 C60 60 - #14

1-#14 GROUND CONDUCTOR WITH CONTROL CONDUCTORSG

METAL PVC

CONDUIT SIZE

FLEX

DWG

MARK

METAL PVC

CONDUIT SIZE

FLEX

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

2"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

1"

1"

1"

1"

1"

1"

1"

1"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

2"

2"

2"

2"

2"

2"

2"

2"

2"

2"

2"

2"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

2"

2"

2"

2"

M11

M11

ATS-01

M13

GEN-01

M41

SPD-01

LT-01

D1

SURGE TANK/

COMPRESSOR

CONTROL

PANEL

PDT

A1

A1A2

PIT

SV

M11

M11M12

BOV

PRESSURE TRANSMITTER

PRESSURE DIFFERENTIAL TRANSMITTER

BLOW OFF VALVE

FILL SOLENOID VALVE

ALARMALARMS FROM COMPRESSOR TO CONTROL PANEL

POE

PANEL

D1

C2

C2

MFR CABLE

VFD20-01

M13

GEN FUEL LEVEL TRANSMITTER

120V

E-STOP

M11

P1

C2

C2 P1

2.

1. ALL MARK NO.'s MAY NOT BE USED ON THIS PROJECT.

CONDUCTOR AND CONDUIT SCHEDULE NOTES

BOX

6.

P1

P1

C2

3.

P1

C2

C2 G

4.

M11 M35

5.

2"C

TYPE 'T' CONDUIT BODY OR OUTLET BOX,

PER SPECIFICATIONS CUBIC INCH VOLUME

PER NEC. POWER CONDUCTORS CAN BE

SPLICED, CONTROL CONDUCTORS AND

INSTRUMENTATION CABLES SHALL BE

UNSPLICED.

CONTROL CONDUCTORS IS SEPARATE

CONDUIT FROM POWER CONDUCTORS

CONTROL CONDUCTORS IN SAME CONDUIT

AS POWER CONDUCTORS

GROUND CONDUCTOR IN SAME CONDUIT

AS CONTROL CONDUCTOR

MULTIPLE MULTICONDUCTOR CABLES IN

SAME CONDUIT. REQUIRED CONDUIT SIZE

INDICATED.

JUNCTION BOX, SIZED PER NEC, TYPE PER

SPECIFICATIONS. USE TERMINAL BLOCKS

FOR SPLICES IN CONTROL J-BOXES.

INSTRUMENTATION J-BOXES SHALL BE

USED AS PULL BOXES, CABLES SHALL NOT

BE SPLICED.

7. HAZARDOUS AREA SEAL OFF

8. INTRINSICALLY SAFE CIRCUIT

I.S.

CO

9.

CONDUIT ONLY

SV-101

M11

PS-102

M11

M11

VFD20-02

M13

SV-102

M11

PS-103

D1

M11

M11

VFD20-03

M13

SV-103

M11

PS-104

VFD20-04

(FUTURE)

SV-104

(FUTURE)

(FUTURE)

CO

CO

CO

CO

CO

D1

D1

D1

1"

1"

1"

1"

1"

UPS

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

GENERATOR

CNTRL PNL

GRAP20-01

GFP

M11

GENERATOR FIRE PANEL

MFR CABLE

KEYNOTES:

CONDUITS STUBBED UP AND CAPPED, TYP.


1

1

120V

3#10, 1#10G, 1"C

2


CP20-01

PLC

ETHERNET

SWITCH

TO FUTURE VFD

1"C

MFR CABLE

YAGI ANTENNA

ZS-101

ZS-102

C2

C2 C4

ZS-103

ZS-104

ZS-105

TT-101

M11

M11 M12

PIT-101

TT-103

M11

FS-101

PS-101

HIT-101

TT-102

M11

M11 M12

LS-101

PS-101D

PS-102D

PS-103D

PS-104D

C4

C2 C8

GEN-20.1

C2

C6

GEN-20.1

GEN-20.1

ISI-101

ISI-102

ISI-103

ISI-104

FIT-101

D1

GND

A1 1-TSP #16 DRAIN

3/4"

A2 2-TSP #16 DRAIN

3/4"

A3 3-TSP #16 DRAIN

3/4"

A4 4-TSP #16 DRAIN

A5 5-TSP #16 DRAIN

A6 6-TSP #16 DRAIN

A7 7-TSP #16 DRAIN

A8 8-TSP #16 DRAIN

A9 9-TSP #16 DRAIN

A10 10-TSP #16 DRAIN

A20

DRAIN15-TSP #16A15

DRAIN14-TSP #16A14

DRAIN13-TSP #16A13

DRAIN12-TSP #16A12

DRAIN11-TSP #16A11

METAL PVC

CONDUIT SIZE

FLEX

DWG

MARK

3/4" 3/4"

1" 3/4"

1" 3/4"

1" 1 1/4" 1"

1" 1 1/4" 1"

1 1/4" 1 1/4" 1 1/4"

1 1/4" 1 1/4" 1 1/4"

1 1/4" 1 1/2" 1 1/4"

1 1/2" 1 1/2" 1 1/2"

1 1/2"2"1 1/2"

DWG

MARK

M1

3/4"

M2

1"

M3

2"

M4

1"

M5

M6

M7

M8

M9

M10

M11

M12

M13

M14

M15

M20

M21

M22

M23

M24

M25

METAL PVC

CONDUIT SIZE

FLEX




OWNER SUPPLIED

3/4"

1-2/C #14

3/4" 3/4"

3/4"

2-2/C #14

1" 1"

1"

3-2/C #14

1 1/4" 1"

1 1/4"

4-2/C #14

1 1/4" 1"

1 1/4"

5-2/C #14

1 1/2" 1"

3/4" 3/4" 3/4"

1" 1 1/4" 1"

1" 1 1/4" 1 1/4"

1 1/4" 1 1/4" 1 1/4"

1 1/4" 1 1/2" 1 1/2"

2-3/C #14

3-3/C #14

4-3/C #14

5-3/C #14

3/4"

1-7/C #14

3/4" 3/4"

2-7/C #14

3-7/C #14

4-7/C #14

5-7/C #14

1" 1" 1"

1 1/2" 2" 1 1/2"

1-9/C #14

2-9/C #14

3-9/C #14

4-9/C #14

5-9/C #14

1 1/4" 1 1/2" 1 1/4"

M31

M32

M33

M34

3/4" 3/4" 3/4"

1-4/C #14

2-4/C #14

3-4/C #14

4-4/C #14

5-4/C #14

1 1/4" 1 1/4"1 1/4"

1 1/4"

1 1/4"

1 1/2"

1 1/4"

1 1/2"

1 1/4"

1 1/4"

1 1/4"

1 1/2"

2"

1 1/2"

2"

2"

1 1/4"

2"

2"

2"

2"

2 1/2"

2"

2 1/2"

2 1/2"

2"

2"

2 1/2"

6-7/C #14

2" 2" 2"

7-7/C #14

2" 2" 2"

3/4"

1"

2"

1"

3/4"

1"

2"

1"

1-3/C #14







2" 2" 2"

M35

M41

M42

M43

M44

M45

M46

M47

M51

M52

M53

M54

M55

10-2/C #14

M16

1 1/2"

6-2/C #14

1 1/2" 1 1/2"

M19

2"

9-2/C #14

2" 2"

2" 1 1/2"

9-4/C #14

2"M39

2 1/2" 2"

D1 1-CAT 6

3/4"

D2

3/4"

D3

3/4"

D4

D5

METAL

CONDUIT SIZE

FLEX

DWG

MARK

3/4"

2-CAT 6

3-CAT 6

4-CAT 6

5-CAT 6

F1

F2

F3

6-STRAND

MM FIBER

12-STRAND

MM FIBER

24-STRAND

MM FIBER

3/4"

3/4"

3/4" 3/4"

3/4" 3/4"

3/4" 3/4"

3/4" 3/4"

3/4" 3/4"

CONDUCTOR CONDUCTOR

CONDUCTOR

6-9/C #14

2 1/2" 3" 2 1/2"

M56

DRAIN5-TST #16

DRAIN4-TST #16

DRAIN3-TST #16

DRAIN2-TST #16

DRAIN1-TST #16

3/4" 3/4" 3/4"

3/4" 3/4"

1" 1" 1"

1"1 1/4"1"

1 1/4" 1 1/4" 1 1/4"

DRAIN6-TST #16

1 1/4" 1 1/4" 1 1/4"

A21

A22

A23

A24

A25

M26

1 1/2" 2" 1 1/2"

6-3/C #14

M27

1 1/2" 2" 2"

7-3/C #14

M282" 2" 2"

8-3/C #14

M30

2" 2 1/2" 2"

10-3/C #14

M29

2" 2" 2"

9-3/C #14

6-4/C #14

2"M36

2" 2"

7-4/C #14

2"M37

2" 2"

1 1/2" 2" 2"

1 1/2" 2"

2" 2"

2" 2"

2" 2"

2"

2"

2"

2"

1"

1-12/C #14

1" 1" 1"

M61

DWG

CONDUCTOR MARK CONDUCTOR

C1 1 - #14 C31 31 - #14

C2 2 - #14 C32 32 - #14

C3 3 - #14 C33 33 - #14

C4 4 - #14 C34 34 - #14

C5 5 - #14 C35 35 - #14

C6 6 - #14 C36 36 - #14

C7 7 - #14 C37 37 - #14

C8 8 - #14 C38 38 - #14

C9 9 - #14 C39 39 - #14

C10 10 - #14 C40 40 - #14

C11 11 - #14 C41 41 - #14

C12 12 - #14 C42 42 - #14

C13 13 - #14 C43 43 - #14

C14 14 - #14 C44 44 - #14

C15 15 - #14 C45 45 - #14

C16 16 - #14 C46 46 - #14

C17 17 - #14 C47 47 - #14

C18 18 - #14 C48 48 - #14

C19 19 - #14 C49 49 - #14

C20 20 - #14 C50 50 - #14

C21 21 - #14 C21 51 - #14

C22 22 - #14 C52 52 - #14

C23 23 - #14 C53 53 - #14

C24 24 - #14 C54 54 - #14

C25 25 - #14 C55 55 - #14

C26 26 - #14 C56 56 - #14

C27 27 - #14 C57 57 - #14

C28 28 - #14 C58 58 - #14

C29 29 - #14 C59 59 - #14

C30 30 - #14 C60 60 - #14

1-#14 GROUND CONDUCTOR WITH CONTROL CONDUCTORSG

METAL PVC

CONDUIT SIZE

FLEX

DWG

MARK

METAL PVC

CONDUIT SIZE

FLEX

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

2"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

1"

1"

1"

1"

1"

1"

1"

1"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

2"

2"

2"

2"

2"

2"

2"

2"

2"

2"

2"

2"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/4"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

2"

2"

2"

2"

M11

M11

ATS-01

M13

GEN-01

M41

SPD-01

LT-01

D1

SURGE TANK/

COMPRESSOR

CONTROL

PANEL

PDT

A1

A1A2

PIT

SV

M11

M11M12

BOV

PRESSURE TRANSMITTER

PRESSURE DIFFERENTIAL TRANSMITTER

BLOW OFF VALVE

FILL SOLENOID VALVE

ALARMALARMS FROM COMPRESSOR TO CONTROL PANEL

POE

PANEL

D1

C2

C2

MFR CABLE

VFD20-01

M13

GEN FUEL LEVEL TRANSMITTER

120V

E-STOP

M11

P1

C2

C2 P1

2.

1. ALL MARK NO.'s MAY NOT BE USED ON THIS PROJECT.

CONDUCTOR AND CONDUIT SCHEDULE NOTES

BOX

6.

P1

P1

C2

3.

P1

C2

C2 G

4.

M11 M35

5.

2"C

TYPE 'T' CONDUIT BODY OR OUTLET BOX,

PER SPECIFICATIONS CUBIC INCH VOLUME

PER NEC. POWER CONDUCTORS CAN BE

SPLICED, CONTROL CONDUCTORS AND

INSTRUMENTATION CABLES SHALL BE

UNSPLICED.

CONTROL CONDUCTORS IS SEPARATE

CONDUIT FROM POWER CONDUCTORS

CONTROL CONDUCTORS IN SAME CONDUIT

AS POWER CONDUCTORS

GROUND CONDUCTOR IN SAME CONDUIT

AS CONTROL CONDUCTOR

MULTIPLE MULTICONDUCTOR CABLES IN

SAME CONDUIT. REQUIRED CONDUIT SIZE

INDICATED.

JUNCTION BOX, SIZED PER NEC, TYPE PER

SPECIFICATIONS. USE TERMINAL BLOCKS

FOR SPLICES IN CONTROL J-BOXES.

INSTRUMENTATION J-BOXES SHALL BE

USED AS PULL BOXES, CABLES SHALL NOT

BE SPLICED.

7. HAZARDOUS AREA SEAL OFF

8. INTRINSICALLY SAFE CIRCUIT

I.S.

CO

9.

CONDUIT ONLY

SV-101

M11

PS-102

M11

M11

VFD20-02

M13

SV-102

M11

PS-103

D1

M11

M11

VFD20-03

M13

SV-103

M11

PS-104

VFD20-04

(FUTURE)

SV-104

(FUTURE)

(FUTURE)

CO

CO

CO

CO

CO

D1

D1

D1

1"

1"

1"

1"

1"

UPS

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

GENERATOR

CNTRL PNL

GRAP20-01

GFP

M11

GENERATOR FIRE PANEL

MFR CABLE

KEYNOTES:

CONDUITS STUBBED UP AND CAPPED, TYP.


1

1

120V

3#10, 1#10G, 1"C

2

A

2


PROJECT MANAGER

PROJECT NUMBER

0 1" 2"

SCALE

FILENAME

1 2 3 4

SHEET

A

B

C

STRUCTURAL

ARCHITECTURAL

PROCESS

MECHANICAL

ELECTRICAL

CIVIL

Wellfield Site B

Horizontal

Collector Well

D. GRABER

A. HANSON

M. JOHNSON

K. GANSKOP

10141170

D. LORANG

R. DALRYMPLE


M. JOHNSON




NO SCALE

02E-004.dwg

02E-004


A

A

C:\p

ww

orkin

g\ce

ntra

l0

1\d

09

85

77

4\0

2E

-0

04

.d

wg

, P

lo

t, 3

/1

1/2

02

0 5

:0

7:3

2 P

M, S

PO

LK

1

A

ELECTRICAL SCHEDULES

NO SCALE


PROJECT MANAGER

PROJECT NUMBER

0 1" 2"

SCALE

FILENAME

1 2 3 4

SHEET

A

B

C

STRUCTURAL

ARCHITECTURAL

PROCESS

MECHANICAL

ELECTRICAL

CIVIL

Wellfield Site B

Horizontal

Collector Well

D. GRABER

A. HANSON

M. JOHNSON

K. GANSKOP

10141170

D. LORANG

R. DALRYMPLE


M. JOHNSON



02E-006.dwg

02E-006

KEYNOTES

OMIT FOR BID ALTERNATE 1.1


A

A

C:\p

ww

orkin

g\ce

ntra

l0

1\d

09

85

77

4\0

2E

-0

06

.d

wg

, P

lo

t, 3

/1

1/2

02

0 5

:0

7:0

8 P

M, S

PO

LK

Page 1 of 6

PRE-BID MEETING MINUTES

DATE Tuesday, March 10, 2020 @ 2:00 pm

PROJECT Lewis & Clark – Wellfield Site B Horizontal Collector Well BAI No.

20000.43.01

SUBJECT Pre-Bid Meeting

LOCATION Lewis & Clark Water Treatment Plant Conference Room

31474 SD Hwy 19, Vermillion, SD

ATTENDEES

(See attached Attendance Roster)

1. SIGN-IN & INTRODUCTIONS

2. SCOPE OF WORK: A. Construction of a large capacity collector well - this includes a 16-foot I.D. caisson

approximately 105 to 110 feet in depth, ten horizontal lateral collectors (each approximately 185 feet in length with 175 feet of screen), well completion, development and testing, piping, valves, fittings and all other equipment.

B. Construction of a pump house building and all related equipment. C. Furnish and install three 350 HP pumps with motors, VFD’s, piping, valves, fittings, meter

and related equipment (space and piping are provided for a future fourth pump). D. Furnish and install a new (or used) 1,500 Kw (minimum) generator, pad, enclosure and

related equipment. E. All electrical, mechanical, telemetry, instrumentation and control work. F. Site piping including approximately 650 linear feet of 42” diameter ductile iron piping,

valves, fittings and appurtenances to connect the new collector well to the existing Raw Water Pipeline.

G. Furnish and install surge tanks, piping, fittings and valves at four other existing well locations.

H. Furnish and install a fire suppression system in the generator enclosure for the recently installed 1,500 kW generator at the Tea Pump Station.

I. Site work, grading, roadway, parking area and fencing. And, J. Clean up, site restoration and all other miscellaneous work required, not herein

mentioned, but inferred from the construction contract documents.

3. FUNDING: Funding through US Bureau of Reclamation (USBOR) – Section 00820 A. NOTE: The sum of $7,500,000 has been reserved for Contract Wellfield Site B

Horizontal Collector and is available for payment to the Contractor to cover earnings during fiscal year 2020 (through September 30, 2020 under the schedule of items,

materials delivered to the site which are properly stored and protected, and all other earnings, which may be due under the contract, or any contract adjustments required, including retained percentages, change orders, and liquidated damages. It is anticipated the remaining funds needed to complete this contract will become available during the first quarter of fiscal year 2021 (beginning on October 1, 2020).

4. DELVERY OF BIDS: Bids shall be prepared and delivered in a sealed envelope to Lewis & Clark

Regional Water System, 46986 Monty Street, Tea, SD 57064, ATTEN: SEALED BID – WELLFIELD SITE B HORIZONTAL COLLECTOR WELL; not later than 2:00 pm CDT (local time – our clock) on March 19, 2020, at which time all bids will be read aloud publicly and in the presence of the bidders and their representatives.

5. OPENING OF BIDS: Bids will be opened and read aloud in the presence of Bidders and their representatives. The bid opening will be held at Lewis & Clark’s office in Tea. The Lewis & Clark Board will meet on March 26th to consider the bids. Award, if any, will be subject to BoR concurrence.

6. BID DOCUMENTS (Follow Information for Bidders) A. Use forms in Contract Documents and Specifications B. Attach to Bid Form (The following items):

• Bid Form (acknowledge addenda, check box with regard to attending the Pre-bid

conference, sign and attest bid)

• Bid Security (10% Bid Bond or 5% Cashier’s Check)

• Bidders Statement of Qualifications (Section 00450)

• Representations, Certifications and Other Statements of Offerors (Form DI-2010,

Parts A – E)

• Part G - Certificate of Nondiscrimination

• Part H - Elimination of Segregated Facilities

• List of Subcontractors and Suppliers (Section 00440)

• If a used generator is Bid, provide a completed Section 00411 – Required Bid

Submittal Information

• Evidence of Authority to do business in the state of the Project

7. PROJECT DEADLINES: (AGREEMENT PAGE 00520-2 THROUGH 00520-5) A. Substantial Completion Site B Horizontal Collector Well: April 29, 2022

I. Liquidated Damages: (April 30, 2022 – July 29, 2022) A. Extended Engineering: $1350/day B. Water Losses: $260/day

II. Liquidated Damages: (July 30, 2022 – September 30, 2022) A. Extended Engineering: $1350/day B. Water Losses: $1350/day

III. Liquidated Damages: These liquidated damage amounts (without any lapses in the timeline) will continue into subsequent years in the event the Site B

Horizontal Collector Well and Pump House are not substantially complete after September 30, 2022. The liquidated damage amount for lost water sales for the May 1 through September 30 period in subsequent years will be $1,390.00 per day for days when Owner is not able to meet water demands due to not being able to use the Site B Collector Well.

B. Milestone Date (Fire Suppression System): September 25, 2020 I. Liquidated Damages: $75/day

C. Milestone Date (Surge Protection at Wells A, C, D, & E): October 14, 2022 I. Liquidated Damages: $275/day

II. Work on the surge tanks at Sites A, C, D & E resulting in these wells being taken out of service until the new Site B collector well is substantially complete and in operation. Construction must be sequential Sites A&E, then D, then C. See the sequence and notes in Section 01040 page 5.

D. Final Completion: November 18, 2022 I. Liquidated Damages: $325 for each day after final completion

8. BASIS OF AWARD AND OWNER’S BIDDING RIGHTS:

A. If the Contract is to be awarded, the Contract will be awarded to the Bidder whose evaluation by the Owner indicates to the Owner that the award will be in the best interests of the Project.

9. PROJECT ADDENDA: A. No addendums thus far. B. It is anticipated that Addendum #1 will be issued on Thursday, March 12th, 2020. C. If an additional addendum is to be issued, it will be issued in a timely manner, if possible. D. Bidders will be made aware of addendums via fax. All addendums can also be found

and printed off of the website at www.bannerassociates.com and located under Bid Information. An updated planholder’s list is also available for download from the same site.

10. AGREEMENT: A. Agreement is included in the Contract Documents. B. Construction performance and payment bonds required in the amount of 100% of the

contract award for each bond.

11. ENVIRONMENTAL ISSUES: A. Refer to Section 01100 – Environmental Quality Protection paragraph 3.5. B. Landowner relations is important – need to have good communication with Lewis &

Clark RWS.

12. GEOTECHNICAL AND OTHER INFORMATION: A. Refer to Section 00800 – Supplementary Conditions. B. Geotechnical reports for the Wellfield Site B Collector Well is located on the website,

www.bannerassociates.com.

13. PERMITS, FEES, & UTILITIES: A. Contractor responsible for all permits, filing permits, fees, security, utilities, temporary

electricity, water, etc.

14. PAYMENTS: A. Monthly B. 10% retainage (please note Article 22 of the Instructions to Bidders and Paragraph 6.02

of Agreement) C. NOTE: A separate pay request will be required for the Tea Pump Station work

(different funding source).

15. FIELD ENGINEERING/SURVEYING: A. Surveying (Section 01050):

I. Engineer will establish major survey control points. II. All other surveying work by the CONTRACTOR.

III. Engineer may perform check surveys for grade and quantities B. Quality Control Services (Section 01400):

I. Quality control testing to be performed by Contractor. II. Quality assurance testing for concrete, soils density, moisture, gradations, etc.,

will be through Owner.

16. WARRANTY A. 2-year warranty period as stated in the Supplementary Conditions paragraphs SC

5.01.A and SC 13.07A.

17. OWNER FURNISHED MATERIAL A. Section 01010, paragraph 1.5 and Plan Sheet 02Y-003: Owner will supply (through

Micro-Comm Incorporated) one (1) Power Over Ethernet (POE) panel and one (1) Remote Terminal Unit (RTU) panel to Contractor.

I. Contractor is responsible to coordinate with Micro-Comm the schedule and delivery information for receiving the panel and related equipment.

II. Contractor is responsible to install and make the appropriate connections to the panel.

18. PRECONSTRUCTION CONFERENCE: A. Preconstruction conference will be held within 10 days after Notice-to-Proceed and

prior to mobilization to site. B. Contractor’s key personnel are required to attend, including principal subcontractors

and supplier’s representatives. All governing agencies and utilities shall also be invited to attend.

C. Process Application for General Stormwater Permit for Construction Activity.

19. BUREAU OF RECLAMATION COMMENTS: A. Not present.

20. OWNER COMMENTS:

A. Larson (Lewis & Clark) asked if anyone had concerns with the schedule / completion dates? Consensus of the group was the schedule was fair.

B. Auen (Lewis & Clark) stated that funding shouldn’t be a concern for the General Contractor.

C. Giffen (Lewis & Clark) stated Lewis & Clark has had many projects in this area and they have never been delayed due to an environmental issue, this shouldn’t be a concern. Larson added that Lewis & Clark would be fair in the event there is an issue.

D. Larson stressed the importance of taking deadlines and liquidated damages seriously – although Lewis & Clark will be fair, they will assess liquidated damages if completion dates are not met.

E. Larson reiterated that the bid opening is at Lewis & Clark’s Office in Tea, NOT the water treatment plant.

21. QUESTIONS:

A. Is there a bid modification form? No. B. Is water available on-site? Yes, there are 2 – 12” wells on-site that would be available

for water use, Contractor would be responsible for submersible pump and power. C. Who pays excise tax on Owner supplied materials? This should be verified by the

South Dakota Department of Revenue. D. Has the site ever been flooded? Not that Lewis & Clark is aware of. E. Can the pumped water go to the river? Yes, Lewis & Clark has a discharge permit, but

the water discharged by the Contractor needs to meet the limits of the permit (ie: TSS, pH, TDS, etc..)

F. Is there Buy America? No. G. Are there Wage Rates? No. H. What are the tax requirements? General Contractor will need to contact the South

Dakota Department of Revenue. Lewis & Clark is a qualified utility. I. What is the piping to the tower for? What power, if any, is needed at the tower? This

will be addressed in Addendum #1. J. Who is to provide the lightning protection on the tower? This will be addressed in

Addendum #1. K. Can an additional detail be provided detailing the walls/masonry for the surge tank

replacement? This will be addressed in Addendum #1. L. Can ASR (alkali silica reactivity) be used in the concrete? This will be addressed in

Addendum #1. M. How high can the caisson be? Bid as specified. N. The well driller is not listed on the List of Subcontractors & Suppliers. This will be

addressed in Addendum #1. O. Is this project in Vermillion city limits? No, this project is located in Clay County.

CONTACT PERSONS:

BANNER ASSOCIATES, INC.

Tim Conner – Sr. Project Manager; [email protected]

Kristin Bisgard - Project Manager; [email protected]

Adam Hanson – Structural Lead; [email protected]

Phone: 605.692.6342

HDR

Michael Johnson – Process Lead; [email protected]

Phone: 605.977.7778

PREPARED

BY:

Kristin Bisgard, Project Manager

March 9, 2020

Greg Slone

Building Crafts, Inc.

2 Rosewood Drive

Wilder, KY 41076

RE: Lewis & Clark – Wellfield Site B, Horizontal Collector Well

Dear Greg:

The following are responses to the questions asked in your letter received February 25, 2020 via email.

• Article 3.03.A.1 – States the “Bidder shall have completed at least three successful water supply collector wells of

similar type, size, depth, and capacity as this project within the last five years.” Section 13200, Part 1.2.C.4.a states

that the qualified contractor shall have experience with a “minimum three (3) collector wells in the last ten (10)

years.” Can we assume that experience with three (3) collector wells in the last ten (10) years is sufficient?

o Response: An addendum will be issued to address this question.

• Section 13200, Part 3.3.A states that “each lateral screen shall be developed by hydraulically isolating the screen in

section not to exceed 6 FT in length. Development shall be by jetting, compressed air, flushing, or by a combination

of these methods.” Should development by jetting be selected, it will be problematic to isolate 6 FT sections of the

screen for development without running the risk of sand-locking the jetting tool within the lateral. It is

recommended that the clause requiring the isolation of 6 FT sections of lateral screen during development be

stricken from this paragraph.


• Section 13200, Part 3.4.G.1.a states that “samples will be collected for radiological, EPA priority pollutants, and

general water quality, including ammonia and TOC.” Please clarify what radiological, EPA priority pollutants, and

general water quality parameters should be teste for, as there are many.


• Section 13830 – Instrumentation for Process Control: Basic Requirement. It is listed in Section 00010 – Index to

Documents and Section 13833 refers to it, however, this section appears to be missing from the specification

manual. Will it be issued by Addendum?

o Response: “Section 13830 – Instrumentation for Process Control: Basic Requirements” was inadvertently

left out of the bid documents and will be included in the addendum.

• Valve Schedule 15100A – Lateral Isolation Valves V20-01-1 through V20-10-1 are specified as 10”, yet Section 13200,

Part 2.2A states that the minimum lateral diameter should be 11.8” ID and 12.8” OD. Similar constructions have

installed 12” gate valves given the size of the laterals specified. Please confirm that 10” valves are indeed the

intended selection on this project.


Page 2

Sincerely,

Kristin Bisgard, PE

Banner Associates, Inc.

Cc: Michael Johnson, HDR

March 10, 2020

Jeff Berning

Reynolds Construction, LLC

6225 N. County Road 75E

Orleans, IN 47452


Dear Jeff:

The following are responses to the questions asked in your email received March 4, 2020.

• Plan sheet 02S-006 details the concrete buttresses…. What is the bottom elevation of all 16 of them? Scaling this

sheet it appears they are 10ft+/- deep at the caisson. And from the hydraulic profile sheet 00G-009 they appear

to be 1132 +/-. Then the note “Range of factored compression reaction…” confuses us….. are the buttresses

down to ELEV 1120.50 – 1122.50 ?? If so then the buttresses will be below the static water level of 1126.00,

which will require dewatering.

o Response: Bottom of the buttress is to be at 1120.50 per the note. Clarification will be issued via

addendum.

• Also, this same plan sheet does not detail the width of the buttresses, Section B on 02S-006. They scale to 18”, is

this correct?

o Response: Buttresses are 18” wide. Will be formalized by addendum.

• On sheet 01C-002, Observation wells are being protected and abandoned. What are the diameter and depth of

the ones we are abandoning and filling per Key Note #2? Will we be required to hire a licensed well driller to

properly remove these wells? Or can we follow Key Note #2 for our abandoning operations?

o Response: An addendum will be issued to address these questions.

• Sheet 01C-005, when we install the new 42” WL onto the existing 48” Tee, what are the tie-in requirements? Can

this line be isolated for us to remove the cap and install the valve? If so, how much water should we expect to

deal with once we remove the cap? Or will this tie-in require a line stop to install?

o Response: An addendum item will be issued to address this question.

• Sheet 01E-001 shows a communications tower. Who is providing this and is there a concrete base required?

o Response: The concrete foundation for the communication tower is designed by the tower supplier. The

tower, including the foundation, is to be supplied by the general contractor.

• On the Well Site sheets for A,C,D,E – If we remove the walls to get the surge tanks into the building, what is the

expected final product to look like. What are the expectations for this reinstalled wall. Could we sawcut the wall

and install a “knockout” panel for future removals?

o Response: Refer to General Note 6 on Sheet 03X-002.

Page 2

• At the Well Sites A,C,D,E – what are the outage requirements to remove the existing surge anticipators and install

the new surge tanks? How much time is allowed, how many wells can we work on at a time?

o Response: Refer to specification section 01040, paragraph 3.2, D.

• On sheet 04F-001, who is the local representation that you have talked to concerning this “Fire Suppression”

system?

o Response: LCRWS has been in contact with Summit Companies.

Sincerely,

Kristin Bisgard, PE



March 11, 2020

Greg Slone / Mark Holmgren

Building Crafts, Inc.

2 Rosewood Drive

Wilder, KY 41076


Dear Greg / Mark:

The following are responses to the questions asked in your letter received March 9, 2020 via email.

• Pump Opening Detail 4/02S-008 shows a pump sleeve and a bolt on cover for the future pump. Note 8 on sheet

02A-002 calls for a removable cover plate over the pump pad. Which is correct?

o Response: Detail 4/02S-008 is correct.

• How thick is the cover plate for the future pump?

o Response: Cover plate over future pump shall be ¼” thick

• Will there be any equipment pads required at the electrical equipment in Room 102?

o Response: Yes equipment pads are required under electrical equipment. See note 1 on Detail 1/02S-009.

• How are the pipe support beams, shown on sheet 02S-004, supported at the precast wall panels?

o Response: Detail 5/02S-009

Sincerely,

Kristin Bisgard, PE

