DISTRICT MAINTENANCE BUILDING NO. 2 ADDENDUM NO. 1 PAGE 1

Addendum No. 1

District Maintenance Building No. 2

February 4, 2019 The following changes, additions, deletions and clarifications are made a part of the Contract Documents for the District Maintenance Building No. 2, dated January 2019. Bidding Documents Answers to Questions from the Prebid Meeting on January 31, 2019

1. Question: Is the contractor responsible to provide Builder’s Risk Insurance for the project?

Answer: Yes, Contractor is responsible to provide Builder’s Risk Insurance as described in the General Conditions in the Contract Documents, Section 00 70 00, Article 6, Paragraph 6.05.

2. Question: Will the Owner consider having a set dewatering allowance as a separate bid

item in the bid schedule?

Answer: No, Contractor shall be responsible to review the geotechnical report information, design drawings and specifications, and determine means and methods to dewater the site needed during construction. All costs for dewatering shall be included in the lump sum Bid Item No. 1.

3. Question: Is the Contractor responsible to disassemble the existing vehicle lift that needs to be transported from the JBWRF shop to Maintenance Building No. 2?

Answer: Appendix E has been added to the Contract Documents showing the crane specifications and photos of the crane. Contractor shall remove nuts from anchors and detach existing lift from the floor. The Owner will remove the anchors and repair the floor. The Contractor may use the District crane at the JBWRF shop to lift the vehicle lift and place it on the Contractor’s trailer for transportation. Shop door dimensions at JBWRF and at Maintenance Building No. 2 are 14’ wide and 16’ tall. Contractor shall install the vehicle lift at Maintenance Building No. 2 per manufacturer’s instructions.

4. Question: Will the Owner provide a cash bonus for finishing the project ahead of schedule?

Answer: No.

Building Permit Fee

All references to the Building Permit Fee being paid by the Contractor in the Contract Documents are revised to read: “Building Permit Fee shall be paid for by the Owner.”

DISTRICT MAINTENANCE BUILDING NO. 2 ADDENDUM NO. 1 PAGE 2

Appendices

1. Add the attached Appendix D – Army Corps Nationwide Permit for Culvert Construction to the Contract Documents.

2. Add the attached Appendix E – Photos and specs of the existing vehicle lift to be

transported from the JBWRF Shop to Maintenance Building No. 2

3. Add the attached Appendix F – Prebid Meeting Minutes dated January 31, 2019. BIDDERS SHALL ACKNOWLEDGE RECEIPT AND ACCEPTANCE OF THIS ADDENDUM ON THE BID FORM, ARTICLE 3, PARAGRAPH 3.01. Bowen Collins & Associates, Inc. Brent Packer, P.E. Project Manager

APPENDIX D

Army Corps Nationwide Permit

DEPARTMENT OF THE ARMY

U.S. ARMY CORPS OF ENGINEERS, SACRAMENTO DISTRICT 1325 J STREET

SACRAMENTO CA 95814-2922

October 29, 2018 Regulatory Division (SPK-2005-50176) South Valley Sewer District Attn: Mr. Craig White 1253 Jordan Basin Lane Bluffdale, Utah 84065 craigw@svsewer.com Dear Mr. White:

We are responding to pre-construction notification for a Department of the Army Nationwide permit for the South Valley Sewer District Maintenance Building #2. The project site is located south of Jordan Basin Lane, Latitude 40.49877°, Longitude -111.92443°, Riverton, Salt Lake County, Utah (enclosure 1).

Based on the information you provided to this office, the South Valley Sewer District Maintenance Building #2 project involves dredged and/or fill material into 165 linear feet of waters of the United States for the construction of a precast concrete wall associated with maintenance building #2, subject to Section 404 of the Clean Water Act. The specific activities that require Department of the Army authorization are the installation of a culvert and riprap for the precast concrete wall channel crossing. These activities will result in the permanent effects to 85 linear feet of perennial channel and temporary impacts to approximately 80 linear feet of perennial channel. The proposed activities would be conducted in accordance with the “South Valley Sewer District Maintenance Building #2; Figure 4 Impacts Map; Clearing Grubbing and Erosion Control Plan; and Spring Ditch Culvert Detail” dated 8/14/2018 (enclosure 2).

We have determined that activities in waters of the U.S. associated with the project are authorized by Nationwide Permit Number (NWP) 39, Commercial and Institutional Developments. You must comply with all terms and conditions of the NWP 39 and applicable Utah regional conditions. Information about the NWP terms and conditions and Sacramento District regional conditions for Utah are available on our website at www.spk.usace.army.mil/Missions/Regulatory/Permitting/NationwidePermits.aspx. In addition, your work must comply with the following special conditions:

1. You shall comply with all terms and conditions of the March 9, 2017, Section 401 Water Quality Certification from the State of Utah Department of Environmental Quality, Division of Water Quality. A copy of the 401 Water Quality Certification is available on our website at: www.spk.usace.army.mil/Missions/Regulatory/Permitting/Nationwide-Permits/. A hard copy will be mailed to you at your request.

-2-

2. Within 30 days after completion of the authorized work, you must sign the enclosed Compliance Certification (enclosure 3) and return it to this office with the information required by Sacramento District Regional Condition C(9) for Utah (enclosure 3).

This verification is valid until March 18, 2022, when the existing NWPs are scheduled to be modified, reissued, or revoked. Furthermore, if you commence or are under contract to commence this activity before the date the NWP 39 is modified, reissued, or revoked, you will have 12 months from the date of the modification, reissuance or revocation to complete the activity under the present terms and conditions. Failure to comply with the general and regional conditions of this NWP, or the project-specific special conditions of this authorization, may result in the suspension or revocation of your authorization.

We would appreciate your feedback on this permit action including your interaction

with our staff and processes. For more information about our program or to complete our Regulatory Program national customer service survey, visit our website at www.spk.usace.army.mil/Missions/Regulatory.aspx.

Please refer to identification number SPK-2005-50176 in any correspondence

concerning this project. If you have any questions, please contact Hollis Jencks at the Bountiful Regulatory Office, 533 West 2600 South, Suite 150m Bountiful, Utah 84010, by email at Hollis.G.Jencks@usace.army.mil, or telephone (801) 295-8380, ext. 8318.

Sincerely, Hollis Jencks Project Manager, Nevada-Utah Section

Enclosures cc:

Merissa Davis, Bowen Collins and Associates, mdavis@bowencollins.com

COMPLIANCE CERTIFICATION Permit File Name: South Valley Sewer District, Maintenance Building #2 Action ID: SPK-2005-50176 Nationwide Permit Number: 39 Permittee: South Valley Sewer District

Attn: Mr. Craig White 1253 Jordan Basin Lane Bluffdale, Utah 84065

County: Salt Lake County Date of Verification: October 29, 2018 Within 30 days after completion of the activity authorized by this permit, sign this certification and return it to the following address:

U.S. Army Corps of Engineers Attn: Hollis Jencks 533 West 2600 South, Suite 150 Bountiful, Utah 84010 DLL-CESPK-RD-Compliance@usace.army.mil

Please note that your permitted activity is subject to a compliance inspection by a U.S. Army Corps of Engineers representative. If you fail to comply with the terms and conditions of the permit your authorization may be suspended, modified, or revoked. If you have any questions about this certification, please contact the U.S. Army Corps of Engineers at 801-295-8380.

* * * * * * * * * I hereby certify that the work authorized by the above-referenced permit, including all the required mitigation, was completed in accordance with the terms and conditions of the permit verification. Permittee Signature Date

Bluffdale

Draper

Bangerter Highway

§̈¦15

Jordan Basin Lane

1300

Wes

t

Jordan Basin Water Reclamation

Facility

Jorda

n Rive

r

0 500 1,000Feet

P:\South Valley Sewer District\060-17-13 Maintenance Building No 2\2.0 Design Phase\2.9 GIS\Projects\Environmental\Fig1A_SiteLocationAerial.mxd mdavis 6/29/2018

FIGURE NO.

SCALE:

1ASouth Valley Sewer District

MAINTENANCE BUILDING 2 WETLAND DELINEATION SITE LOCATION

NORTH:

L E G E N DDelineation Area (2.53 acres)

NORT

H

Imagery: Google 2017Figure Created by Merissa Davis 05/15/18

Maintenance Building 1

Future Maintenance

Building 2

OHWM: 4365.5 FT

See Plan Sheet C-DMB-07 for riprap and rock retaining wall details

40.499566, -111.923636

40.498804, -111.925285

IA2

IA3

IA1

4370

4365

4370

4365

FIGURE NO.

SCALE:NORTH:

P:\South Valley Sewer District\060-17-13 Maintenance Building No 2\2.0 Design Phase\2.9 GIS\Projects\Environmental\Fig5_Impacts.mxd mdavis 6/29/2018

4MB2 CULVERT PROJECT

IMPACTSSOUTH VALLEY SEWER DISTRICT

L E G E N DFuture Maintenance BuildingMajor Contours (5 ft)Minor Contours (1 ft)Limits of ConstructionNew Contours Around Culvert24" Culvert (38 LF)Ditch (W1)Ordinary High Water Mark - 4365.5 Feet

Impacts:IA1 - Temporary Impacts (35 LF)IA2 - Permanent Impacts (85 LF)IA3 - Temporary Impacts (45 LF)

0 25 50FeetNO

RTH

IMAGERY: GOOGLE 2017

Fills Below OHWM Location Volume (CY) Area (sf)Native Fill IA2 66 511Flowable Fill IA2 3 29Concrete Wall Footings IA2 1 8Riprap IA2 15 135Rock Wall IA2 33 297

118 980Totals

Impact Area Activity Wetland Type Impact Duration AmountIA1 Work River/Stream Temporary 35 ftIA2 Discharge of Fill Material River/Stream Permanent 85 ftIA3 Work River/Stream Temporary 45 ft FIGURE CREATED BY MERISSA DAVIS

06/22/18

APPENDIX E

Photos and Specs of the Existing Vehicle Lift

to be Transported from the JBWRF Shop to Maintenance Building No. 2

The figure above is the Vehicle Lift Specifications of the East Lift to be relocated from the JBWRF Shop to Maintenance Building No. 2. Additional information can be found at http://www.challengerlifts.com/products/e12/. Additional photos of the existing lift are attached.

Contractor shall remove nuts from anchors and detach existing lift from the floor. The Owner will remove the anchors and repair the floor. The Contractor may use the District crane at the JBWRF shop to lift the vehicle lift and place it on the Contractor’s trailer for transportation. Shop door dimensions at JBWRF and at Maintenance Building No. 2 are 14’ wide and 16’ tall. Contractor shall install the vehicle lift at Maintenance Building No. 2 per manufacturer’s instructions.

APPENDIX F

Maintenance Building No. 2

Prebid Meeting Minutes Dated January 31, 2019

PRE-BID CONFERENCE MINUTES Project: Maintenance Building No. 2

Owner: South Valley Sewer District

Engineer: Bowen Collins & Associates

Date:

January 31 ,2019

Time:

10:00 am

Location: South Valley Sewer District

1. Brent Packer welcomed all and conducted the meeting. 2. As this is a mandatory prebid meeting an attendees list was distributed and is attached. 3. The following introductions were made:

a. South Valley Sewer District i) Craig White – General Manager ii) Mike Foerster – District Engineer iii) John Hays – Facility Manager iv) Shayne Bennett – Director of Field Services v) Cody Keddington – Finance Director vi) Scott Neal – Safety Coordinator

b. Bowen, Collins & Associates

i) Brent Packer – Project Manager ii) Steve Meyer - Construction Manager

4. A project overview was given and the following items discussed:

a. District Maintenance Building No. 2 located just east of the existing shop i) CMU Building with metal trusses/roof. ii) 5 Truck Bays and 1 Wash Bay iii) Offices, Break Room, Restrooms, Mechanical Room, Mezzanine, etc. iv) Bridge Crane, Lube Station, Pressure Washer

b. Offsite Curb and Gutter Improvements were discussed as shown on sheet C-DMB-08.

c. Striping was discussed on the east side of existing Maintenance building as shown on

sheet C-DMB-04.

d. Premanufactured Metal Cover Over Storage Bins

e. New Culvert and Precast Concrete Wall

PRE-BID CONFERENCE MINUTES (continued)

Page 2 of 3

i) Temporary field fence is required to be installed to keep livestock from entering construction area. See Dwg No. C-DMB-03, key note 36.

ii) A copy of the US Army Corps Permit was requested and will be included in the appendices by addendum.

f. The landscaping plan was discussed and the Bidders were directed to L-DMB-01.

g. Offsite Fiber and Ground Sleeve Relocation was discussed and the Bidders were directed

to E-DMB-03 and 03A.

h. Contractor to coordinate power outages and fiber work with District.

5. Staging for the project was discussed as follows: a. Stage materials and equipment within limits of disturbance at the site. b. Contractors and subcontractors may park on the north side of Jordan Basin Lane. c. No staging equipment or materials is allowed at the Maintenance Building No. 1 site with

the exception of the storage bin cover construction taking place at the site. d. Jordan Basin Lane needs to remain open to District traffic. e. Construction access will be provided from Bangerter Highway. f. Contractor may but is not required to provide a construction trailer

6. Temporary Utilities were discussed as follows:

a. Contractor shall obtain and pay for temporary construction power from Rocky Mountain

Power (see Proj Note 13, Dwg No. G-DMB-05) b. Water from the Bluffdale City waterline may be obtained from the fire hydrant located at

the site. Contractor is responsible to meter the water and arrange billing with Bluffdale City.

c. A temporary sewer connection may be connected to the existing sewer line on the site if desired by the contractor. Contractor shall coordinate connection so as to only have one connection to main for building and trailer. District will provide nose-on connection to main.

7. Owner Furnished Equipment was discussed as follows: a. Waste Oil Tank (contractor responsible to relocate tank from District East Shop - Draper

to Maintenance Building No. 2). District will disassemble tank and have ready for contractor to pick up.

b. East Vehicle Lift (contractor responsible to relocate vehicle lift from JBWRF Shop to Maintenance Building No. 2). Additional information regarding the crane removal and transportation will be provided in Addendum No. 1.

c. West Vehicle Lift will be Owner furnished and installed. d. Miscellaneous appliances and lube equipment are listed in Arch Dwg No. A-DMB-03.

8. The contractors were directed to the soils report included in the Appendix. The Bidders were

informed to anticipate high ground water and silty, clay soil conditions. Bidders were directed to resolve scope. Bidder’s asked if allowance could be made for dewatering. District will discuss and get back with Bidders by addendum.

9. The following permits that are to be obtained by the Contractor were discussed:

PRE-BID CONFERENCE MINUTES (continued)

Page 3 of 3

a. Bluffdale City Building Permit will be paid for by the Owner. See Addendum No. 1. b. UPDES Permit for dewatering c. Army Corps Nationwide Permit for culvert construction (obtained by Owner)

10. Construction Work Schedule was discussed as follows:

a. 7:00 am to 5:00 pm Monday through Friday, excluding District holidays

MLK District open. Closed on Black Friday and Christmas Eve.

b. Overtime will need to be preapproved in writing by the District. Contractor will be responsible for overtime inspection costs.

11. The contract times and liquidated damages were discussed as follows: (The Contractors were

referred to the Agreement, Section 00 52 13 of the Contract Documents)

a. Substantial Completion for all Work: 365 Days b. Final Completion: 395 Days c. Liquidated damages: $1,000 per day

12. Hard copies of Sealed Bids and Bidder’s Statement of Qualifications in two separate sealed

envelopes are due on February 13, 2019 at 2:00 pm MST at SVSD.

a. Owner will review Bidder’s SOQs to determine which Bidders are qualified to complete the Work. Bidders will be notified of the results of the Owner’s determination prior to the opening of bids.

b. The bids of qualified Bidders will be opened publicly and read at 2:00 pm MST on February 15, 2019.

13. Base Bid and Deductive Alternates were discussed as follows:

a. Base Bid - Complete Project as Shown in the Drawings and Specifications.

b. Deductive Alternates

i. Lump sum deletion of the bridge crane, lowering the height of the building, and associated roof changes as described in Spec Sec 01 23 00, paragraph 3.1.1.

ii. Lump sum reduction of the offsite curb and gutter improvements as described in Spec Sec 01 23 00, paragraph 3.1.2.

Note that the Owner reserves the right to award the project to the successful bidder based on the Base Bid Price or Reduced Price using any combination of Deductive Alternates.

14. Tentative schedule for award: February 19, 2019 at SVSD Board Meeting. 15. All questions about the Project must be submitted in writing via SciQuest. Questions

submitted after 4:30 pm on February 9, 2019 may not be answered.

16. Engineer’s Construction Cost Estimate is $5 to $6 Million.