Addendum No. 1 Simple Storage Service
Addendum No. 1 The Transit Authority of the City of Omaha
North Omaha Transit Center Renovation Metro 2222 Cuming Street Omaha, Nebraska 68102 Architect / Coordinating Professional: Reinhardt & Associates, Architects, PC Date Issued: 11 September 2012 To: All Bidders of Record: This Addendum forms a part of the Contract Documents and modifies the original documents dated 31 August 2012. The Bidder must acknowledge receipt of this Addendum in the space provided on the Bid Form and on the accompanying Acknowledgement of Addenda form. Failure to acknowledge receipt may subject the Bidder to disqualification. This Addendum consists of the following:
Addendum No. 1 Form Pre-Bid Sign-in Sheet Architectural Sketch Sheet AD1-1 Civil Sketch Sheets 1 and 2 Re-issued Civil Drawing Sheets C-2 and C-3 Electrical Addendum Form Electrical Sketch Sheets ES-1, ES-2, and ES-3 OPPD Service and Metering Specifications Requests for Clarification Forms Submitted Requests for Substitution/Approved Equal Forms Submitted
(4 pages) (2 pages) (1 page) (2 pages) (2 Drawing Sheets- 24x36) (1 page) (3 pages) (2 pages) (1 page) (4 pages)
The Contract Documents are hereby modified as follows: GENERAL AD1-1 For information only: Pre-Bid Conference Sign-in Sheet is included as part of this Addendum, attached.
PROJECT MANUAL AD1-2 General & Supplementary Conditions: Replace ITEM 2 – Contractor’s Insurance Requirements, with the following: The Contractor shall be required to have in continuous effect insurance written for not less than the following, or greater if required by law: 1. Worker’s Compensation: State: Applicable Federal: Employer’s Liability:
Statutory Statutory $100,000
2. Comprehensive General Liability (including, but not limited to, Premises Operation; Independent Contractor’s Protection; Products and Completed Operations; and Broad Form Property Damage): Bodily Injury: $5,000,000 Each Occurrence $5,000,000 Each Person th
418 South 14 Street / Omaha, Nebraska 68102 / Phone (402) 861-0523 / Fax (402) 861-0530
Property Damage:
$5,000,000
Each Occurrence
Products and Completed Operations to be maintained for one year after final payment. 3. Contractual Liability Bodily Injury: Property Damage:
$5,000,000 $5,000,000
Each Person Each Occurrence
$5,000,000
Each Occurrence
4. Personal Injury, with Fellow Employee Exclusion deleted: $1,000,000 Each Person. 5. Comprehensive Automobile Liability (including hired and non-owned vehicles): Bodily Injury: $5,000,000 Each Person $5,000,000 Each Occurrence Property Damage:
$5,000,000
Each Occurrence
6. The Contractor may provide the limits of liability required above by a combination of the above-described policy forms and an Umbrella Excess Liability Policy. 7. For informational purposes - the Nebraska Political Sub-Division Tort Claims Act, to which Metro is bound, requires an Aggregate of $5,000,000. The types and levels of insurance stated herein shall provide coverage for this job only, i.e. Event Excess Coverage. Consult your insurance agent for details. Certificates of Insurance shall evidence Metro as an additional insured and shall be due to Metro within 10 business days after receipt of the Notice to Proceed. Failure to comply may result in Termination for Default by Metro. AD1-3 Section 01 1000 Summary of Work: Paragraph 1.4 Owner Furnished Materials, change subparagraph A.1.b. to read as follows: b. Signage for monument base and building walls. AD1-4 Section 01 1600 Product Requirements: Add the following to Paragraph 1.7 Product Storage and Handling Requirements: H.
If needed, limited space may be available at the Metro Administrative Facility for the storage of products or materials intended for use on this project. Contractor would be required to coordinate with the Owner.
AD1-5 Section 07 2100 Building Insulation: Add the following acceptable product to paragraph 2.1 A. 1.: d. Certifoam Insulation Board by Diversifoam. See the attached request for product approval. AD1-6 Section 05 7400 Steel Tie Bar System: Add the following acceptable product to paragraph 2.1 A: 3. Cleveland Forge. See the attached request for product approval. AD1-7 Section 07 5500 Membrane Roofing: Add the following acceptable product to paragraph 2.1 A: 5. Versico. See the attached request for product approval. AD1-8 Section 09 1100 Non-Load Bearing Wall Framing: Paragraph 2.1 Manufacturers, subparagraph A.2, replace the list of acceptable manufacturers with the following list of manufacturers: a. b. c. d. e.
Cemco Clark-Dietrich Marino Ware MBA Telling Industries th
418 South 14 Street / Omaha, Nebraska 68102 / Phone (402) 861-0523 / Fax (402) 861-0530
AD1-9 Section 09 1100 Non-Load Bearing Wall Framing: Paragraph 2.2 Materials, subparagraph A, add the requirement for framing to be “20 mil minimum”. AD1-10 Section 09 9000 Painting: Replace Paragraph 3.3 Preparation (Existing Work), subparagraph A with the following: A.
Steps in Prep for Existing Structural Steel: 1. Prepare surfaces with SSPC SP 3 (power tool to remove loose, peeling, and flaking paint and rust). Scuff sand all other areas of rust. All remaining areas shall be power washed and will be clean and dry. 2. Spot prime all areas cleaned of loose, peeling, and flaking paint with Tnemec Series 135(color) @ 2.5 to 3.0 dry mils. 3. Prime all surfaces with Tnemec Series 135-(color) @ 2.5 to 3.0 dry mils. 4. Finish with Tnemec Series 750-(color) @ 2.5 to 3.0 dry mils.
AD1-11 Section 09 9000 Painting: Add the following to Paragraph 3.10 Schedule of Items to be Painted Existing Work, subparagraph A.1.: b.
Concrete Masonry and Gypsum Board Walls of Restroom Interiors.
AD1-12 Section 09 9000 Painting: Add the following to Paragraph 3.11 Painting and Finishing Systems, Subparagraph B Painting Systems for Existing Work: 3. Concrete Masonry and Gypsum Board: a. Clean by scrubbing with light abrasive material. b. Two tinted coats Tnemec Series 113 Water-borne Acrylic Epoxy (2.5 to 3.0 dry mils each coat).
DRAWINGS AD1-13 Sheet C-1 Site Removal Plan: Civil General Notes, Note #21 should be changed to read: “LANDSCAPING WORK DESCRIBED IN THE CONTRACT DOCUMENTS IS A PART OF THIS PROJECT. THE EARTHWORK/GRADING SUB-CONTRACTOR SHALL COORDINATE WORK WITH THE LANDSCAPING SUBCONTRACTOR AS NECESSARY” AD1-14 Sheet C-1 Site Removal Plan: Revisions to Civil General Notes and Legend. See Civil Sketch Sheet 1, attached. AD1-15 Sheet C-2 Site Layout Plan: Sheet Re-issued, attached. Note revisions to Legend, specifically noted on Civil Sketch Sheet 2, attached. AD1-16 Sheet C-2.1 Island Layout Plan: Revisions to Legend. See Civil Sketch Sheet 2, attached. AD1-17 Sheet C-3 Site Grading Plan: Sheet Re-issued, attached. rd
AD1-18 Sheet A-1 Project Site Plan: Note pointing to two domed paver units (3 note from top between column lines 16 and 17) should be changed from “Typ. Bench Seating … “, to “TYP. BUS LOADING PADS AT EACH BUS SLIP TO BE WAUSAU ADA-2 PAVERS (24X24) WITH CUSTOM COLOR.” AD1-19 Sheet A-2 Shelter Plan and Elevations: At Elevations C & D, indicate ¾” x 3½” cement board trim at corners of clerestory portion of shelter building, as well as the perimeter of all clerestory (storefront) windows. AD1-20 Sheet A-3 Canopy Elevations & Section: At Canopy Elevation A, change dimension at each end of the canopy from 7’- 9½” to 8’- 1½”. See Detail 1/A-5 for typical edge condition.
th
418 South 14 Street / Omaha, Nebraska 68102 / Phone (402) 861-0523 / Fax (402) 861-0530
AD1-21 Sheet A-4 Reflected Ceiling Plan & Roof Plan: Change Ceiling type “B” in the Ceiling Finish Schedule to read “B Exposed Structure –Painted”. AD1-22 Sheet A-4 Reflected Ceiling Plan & Roof Plan: Make the following changes to ceiling references on the Reflected Ceiling Plan: a) The ceiling reference symbol between grids C and D, which reads: A / 18’-0” should be changed to read D / 18’-6”. b) The ceiling reference symbol between grids C and D at grid 2 should be changed from B / 18’-0” to B / 19’-0”. c) All ceiling reference symbols which currently show a ceiling height of 13’-4” should be changed to 13’-10”. AD1-23 Sheet A-4 Reflected Ceiling Plan & Roof Plan: Indicate on the Roof Plan the Telecom Enclosure Box mounted to the steel pipe mast at grid line 11. See Electrical Sheet E-6. AD1-24 Sheet A-5 Details: At Detail 7, extend arrow from note “4” WELDED GALV. STL. ROOF DRAINS…” to pipe from roof drain. AD1-25 Sheet A-5 Details: At Detail 11, shorten arrow from note “4” ROOF DRAIN DROPS…” to pipe from roof drain. AD1-26 Sheet A-6 Details: At Detail 4, delete indication of steel beam support at roof deck adjacent to 6” CMU wall. AD1-27 Sheet A-7 Westroads Transit Center Plans & Elevations: Remove all references to “Alternates” and add the following General Note: “6.
PAINT INTERIOR OF TWO EXISTING RESTROOMS WITH COATING AS SPECIFIED IN SECTION 09900 (ISSUED BY ADDENDUM).”
AD1-28 Sheet A-7 Westroads Transit Center Plans & Elevations: Add Enlarged Restroom Plan and Typical Restroom Elevations. See Sketch Sheet AD1-1, attached. AD1-29 Sheet A-8 Benson Park Transit Center Plans & Elevations: Remove all references to “Alternates” and add the following General Note: “6.
PAINT INTERIOR OF TWO EXISTING RESTROOMS WITH COATING AS SPECIFIED IN SECTION 09900 (ISSUED BY ADDENDUM).”
AD1-30 Sheet A-8 Benson Park Transit Center Plans & Elevations: Add Enlarged Restroom Plan and Typical Restroom Elevations. See Sketch Sheet AD1-1, attached.
END of ADDENDUM FORM
th
418 South 14 Street / Omaha, Nebraska 68102 / Phone (402) 861-0523 / Fax (402) 861-0530
C:\R&A\projects\1114Metro - NOTC AD3\Drawings\Drawing Set
C:\Civil 3D Projects\111067\Drawings\Engineering\DWG\E\111067_Layout.dwg, 9/11/2012 9:41:55 AM
Diggers Hotline of Nebraska
MARK DATE
9
North Omaha Transit Center Renovation (4308 No. 30th Street)
2222 Cuming Street, Omaha, Nebraska 68102
The Transit Authority of the City of Omaha
EGA PROJECT NO. 111067
/
1 /1 1 20
DESCRIPTION
REVISIONS
SITE LAYOUT PLAN
Date: 31 August 2012
Architect Project No.: 1114
SHEET:
C-2
2
C:\R&A\projects\1114Metro - NOTC AD3\Drawings\Drawing Set
C:\Civil 3D Projects\111067\Drawings\Engineering\DWG\E\111067_Grading.dwg, 9/11/2012 9:33:51 AM
Diggers Hotline of Nebraska
MARK DATE
North Omaha Transit Center Renovation (4308 No. 30th Street)
2222 Cuming Street, Omaha, Nebraska 68102
The Transit Authority of the City of Omaha
EGA PROJECT NO. 111067
11 / 9 / 1 20
DESCRIPTION
REVISIONS
SITE GRADING PLAN
Date: 31 August 2012
Architect Project No.: 1114
SHEET:
C-3
2
Addendum 1 1102 Douglas on the Mall, Omaha, Nebraska 68102
September 10, 2012 Bid Date:
Metro North Omaha Transit Center
(402) 346-7007
Alvine No. 2012 2695
19 September 2012
This addendum is hereby made a part of the contract documents to the same extent as though it were originally included therein. Specifications and drawings shall be considered modified or revised as hereinafter described. Revisions to the drawings are referenced by the drawing number. Electrical General Items 1EG1. See attached OPPD meter specification. 1EG2. Contractor shall pay OPPD charges of $1149.00 associated with removal of existing electrical service. Changes to Drawings Electrical Drawing Items: 1ED1. Sheet E-2 - Site Plan – Electrical 1.
See attached Sketch ES-1.
1ED2. Sheet E-5 - Canopy Plan and Enlarged Electrical Room – Power 1.
See attached Sketch ES-2.
1ED3. Sheet E-7 - Electrical Schedules and Details 1.
See attached Sketch ES-3.
1ED4. Sheet E-8 - Electrical Schedules and Details. 1.
Relay cabinet schedule. The following equipment is approved for bidding purposes, subject to comments listed on the attached Request For Substitution/Approved Equal form. A.
Leviton Z-MAX Lighting Controls END
Omaha
Lincoln
Des Moines
Oklahoma City
Alvine Engineering
Alvine Engineering
Alvine Engineering
Service and Metering Specifications Instructions to the Customer These specifications supplement the General Wiring and Metering Specifications Manual. Wiring and metering must conform to the requirements of this manual. Those responsible for the wiring should be familiar with these requirements before proceeding with the work. Updated versions of the manual are available on OPPD’s website at www.oppd.com.
To contact the OPPD Metering Services Department, in Omaha call 552-5934. Outside the Omaha area call your local District office.
Name Address Customer Representative Telephone Number Service Request Number Design Number
Metro Area Transit 4308 N 30th St. Ron Mahoney 402-636-3530 41069 41968
Service Information: Load Group A: Remove existing meter associated with 50 kVA padmount transformer service near restrooms. Load Group B: Install new meter on new building being built on island. Load Group A B
Voltage 120/240 120/240
Phase 1 1
Wire 3 3
Meter Number 51589983
Demand 40 70
Metering Equipment Install Load Group B
Quantity
1
Description M131D 1PH 3WD STD-SFCE SKT320A-UGND-COMM'L
CT or PT
Description M118D 1PH 3W STD SKT 200A
CT or PT
Remove and Return Load Group A
Quantity 1
Demand Unit KW KW
Underground Service
Metering Specifications Manual Page 4.02.7
Underground electric service will be available at the OPPD pedestal located 3- feet north of the pole located north of the existing driveway off of 31st Ave. If there is no existing OPPD pedestal, call Ron Mahoney at 402-636-3530 to stake proposed pedestal location. The customer is to install underground service conductors to the above pedestal and extend the conductors 3-feet above grade inside the pedestal. Conduit, if used, is to be terminated inside the pedestal 8 inches above grade (coordinate pedestal access with OPPD). Metallic conduit, if used, is to have insulating bushings. OPPD will provide secondary conductors to the pedestal and make service connections at this point. The meter socket shall be installed by the customer outdoors on a substantial building or structure where they will be accessible to OPPD at all times. All commercial meter sockets shall include a lever by-pass. Regarding removal of existing service, OPPD will remove the padmount transformer, pre-cast slab, meter, and primary cable between the transformer and the Cable Terminal Pole located south of the driveway off of 31st Ave. OPPD will also remove the Cable Terminal Pole. The customer is responsible for the removal/disposition of all underground conduits and secondary conductors. Joel Haskins, 9/4/12 402-636-3335
9-13-12
C-1, L-7
C-1, note 21 - confirm landscaping is NIC. If so, is topsoil by landscaper or general Contractor? L-7 - Is Paver work at 2222 by general or landscaper? Does MAT furnish additional pavers if needed? L-7 - Is drainage system by general or landscaper? Is Lawn Sprinkler work by general or landscaper?
Response: Note #21 on sheet C-1 will be changed by Addendum to indicate that Landscaping and topsoil is part of this project. The Landscaping, including the Paver work, the drainage system, and the Lawn Sprinkler system are to be completed as part of this project, and as such, the General Contractor will be responsible for making sure that it is part of the bid; either as work done by the Landscaping Sub-contractor or by their own crews. Pete Florio DR Anderson
402-572-7350
[email protected]
10 Sept. 2012
We will include this product approval in the next addenda.
12 Sept. 2012
NOTC Upgrades
REQUEST FOR SUBSTITUTION/APPROVED EQUAL Project: NE-04-0045
Specification:
15-11
Date
gPT
JQj
Use one form per requested equal; duplicate as needed
SPECIFIED ITEM:
SECTION:
C*RLiAu£,
01 5 5QQ - 3
PROPOSED SUBSTITUTION . O(oQ
meST0>\i£
3.1 A
h g/1 13ftA M a
VeQdtee
V£ft&j o> Aft p L/hira EPD/1
f=\
REASON FOR NOT GIVING PRIORITY TO SPECIFIED ITEMS
SEVERAL
/A/
Attach product data that includes description, specifications, drawings, photographs, performance and test data adequate for evaluation of request with applicable portions of data clearly identified and a description of changes to Contract Documents required by proper installation of proposed substitution. The undersigned certifies that the following paragraphs, unless modified by attachments, are correct: 1. Proposed Substitution has been fully checked and coordinated with Contract Documents. 2. Proposed Substitution does not affect dimensions shown on Drawings. 3. Proposed Substitution does not require revisions to mechanical or electrical work. 4. The undersigned will pay for changes to building design, including Architectural and Engineering design, detailing and construction costs caused by requested Substitution. 5. Proposed Substitution will have no adverse affect on other trades, construction schedule, or specified warranty requirement. 6. Proposed Substitution's function, appearance and quality is equivalent or superior to specified item.
Firm ^TX
T\
. T
\ I
O
o/ALES
Address. City. State, Zip PR A/g Telephone
5,5
J^W*
3^ 5333
C TN »
£3^ H _
I* XOXMG? V A H QQ,
(Au&orized Representative Signature)
For use by Metro [ ] Approved Signature
[ ] Approved as noted Title
[ ] Not Approved
[ ] Received too late Date
Remarks:
10 Sept. 2012
CLEVELAND FORGE IS APPROVED AS A MFR. SUBJECT TO COMPLIANCE WITH ALL SPECIFICATION REQUIREMENTS. 11 Sept. 2012
North Omaha Transit Center Renovation Metro 2222 Cuming Street Omaha, Nebraska 68102 Architect / Coordinating Professional: Reinhardt & Associates, Architects, PC Date Issued: 11 September 2012 To: All Bidders of Record: This Addendum forms a part of the Contract Documents and modifies the original documents dated 31 August 2012. The Bidder must acknowledge receipt of this Addendum in the space provided on the Bid Form and on the accompanying Acknowledgement of Addenda form. Failure to acknowledge receipt may subject the Bidder to disqualification. This Addendum consists of the following:
Addendum No. 1 Form Pre-Bid Sign-in Sheet Architectural Sketch Sheet AD1-1 Civil Sketch Sheets 1 and 2 Re-issued Civil Drawing Sheets C-2 and C-3 Electrical Addendum Form Electrical Sketch Sheets ES-1, ES-2, and ES-3 OPPD Service and Metering Specifications Requests for Clarification Forms Submitted Requests for Substitution/Approved Equal Forms Submitted
(4 pages) (2 pages) (1 page) (2 pages) (2 Drawing Sheets- 24x36) (1 page) (3 pages) (2 pages) (1 page) (4 pages)
The Contract Documents are hereby modified as follows: GENERAL AD1-1 For information only: Pre-Bid Conference Sign-in Sheet is included as part of this Addendum, attached.
PROJECT MANUAL AD1-2 General & Supplementary Conditions: Replace ITEM 2 – Contractor’s Insurance Requirements, with the following: The Contractor shall be required to have in continuous effect insurance written for not less than the following, or greater if required by law: 1. Worker’s Compensation: State: Applicable Federal: Employer’s Liability:
Statutory Statutory $100,000
2. Comprehensive General Liability (including, but not limited to, Premises Operation; Independent Contractor’s Protection; Products and Completed Operations; and Broad Form Property Damage): Bodily Injury: $5,000,000 Each Occurrence $5,000,000 Each Person th
418 South 14 Street / Omaha, Nebraska 68102 / Phone (402) 861-0523 / Fax (402) 861-0530
Property Damage:
$5,000,000
Each Occurrence
Products and Completed Operations to be maintained for one year after final payment. 3. Contractual Liability Bodily Injury: Property Damage:
$5,000,000 $5,000,000
Each Person Each Occurrence
$5,000,000
Each Occurrence
4. Personal Injury, with Fellow Employee Exclusion deleted: $1,000,000 Each Person. 5. Comprehensive Automobile Liability (including hired and non-owned vehicles): Bodily Injury: $5,000,000 Each Person $5,000,000 Each Occurrence Property Damage:
$5,000,000
Each Occurrence
6. The Contractor may provide the limits of liability required above by a combination of the above-described policy forms and an Umbrella Excess Liability Policy. 7. For informational purposes - the Nebraska Political Sub-Division Tort Claims Act, to which Metro is bound, requires an Aggregate of $5,000,000. The types and levels of insurance stated herein shall provide coverage for this job only, i.e. Event Excess Coverage. Consult your insurance agent for details. Certificates of Insurance shall evidence Metro as an additional insured and shall be due to Metro within 10 business days after receipt of the Notice to Proceed. Failure to comply may result in Termination for Default by Metro. AD1-3 Section 01 1000 Summary of Work: Paragraph 1.4 Owner Furnished Materials, change subparagraph A.1.b. to read as follows: b. Signage for monument base and building walls. AD1-4 Section 01 1600 Product Requirements: Add the following to Paragraph 1.7 Product Storage and Handling Requirements: H.
If needed, limited space may be available at the Metro Administrative Facility for the storage of products or materials intended for use on this project. Contractor would be required to coordinate with the Owner.
AD1-5 Section 07 2100 Building Insulation: Add the following acceptable product to paragraph 2.1 A. 1.: d. Certifoam Insulation Board by Diversifoam. See the attached request for product approval. AD1-6 Section 05 7400 Steel Tie Bar System: Add the following acceptable product to paragraph 2.1 A: 3. Cleveland Forge. See the attached request for product approval. AD1-7 Section 07 5500 Membrane Roofing: Add the following acceptable product to paragraph 2.1 A: 5. Versico. See the attached request for product approval. AD1-8 Section 09 1100 Non-Load Bearing Wall Framing: Paragraph 2.1 Manufacturers, subparagraph A.2, replace the list of acceptable manufacturers with the following list of manufacturers: a. b. c. d. e.
Cemco Clark-Dietrich Marino Ware MBA Telling Industries th
418 South 14 Street / Omaha, Nebraska 68102 / Phone (402) 861-0523 / Fax (402) 861-0530
AD1-9 Section 09 1100 Non-Load Bearing Wall Framing: Paragraph 2.2 Materials, subparagraph A, add the requirement for framing to be “20 mil minimum”. AD1-10 Section 09 9000 Painting: Replace Paragraph 3.3 Preparation (Existing Work), subparagraph A with the following: A.
Steps in Prep for Existing Structural Steel: 1. Prepare surfaces with SSPC SP 3 (power tool to remove loose, peeling, and flaking paint and rust). Scuff sand all other areas of rust. All remaining areas shall be power washed and will be clean and dry. 2. Spot prime all areas cleaned of loose, peeling, and flaking paint with Tnemec Series 135(color) @ 2.5 to 3.0 dry mils. 3. Prime all surfaces with Tnemec Series 135-(color) @ 2.5 to 3.0 dry mils. 4. Finish with Tnemec Series 750-(color) @ 2.5 to 3.0 dry mils.
AD1-11 Section 09 9000 Painting: Add the following to Paragraph 3.10 Schedule of Items to be Painted Existing Work, subparagraph A.1.: b.
Concrete Masonry and Gypsum Board Walls of Restroom Interiors.
AD1-12 Section 09 9000 Painting: Add the following to Paragraph 3.11 Painting and Finishing Systems, Subparagraph B Painting Systems for Existing Work: 3. Concrete Masonry and Gypsum Board: a. Clean by scrubbing with light abrasive material. b. Two tinted coats Tnemec Series 113 Water-borne Acrylic Epoxy (2.5 to 3.0 dry mils each coat).
DRAWINGS AD1-13 Sheet C-1 Site Removal Plan: Civil General Notes, Note #21 should be changed to read: “LANDSCAPING WORK DESCRIBED IN THE CONTRACT DOCUMENTS IS A PART OF THIS PROJECT. THE EARTHWORK/GRADING SUB-CONTRACTOR SHALL COORDINATE WORK WITH THE LANDSCAPING SUBCONTRACTOR AS NECESSARY” AD1-14 Sheet C-1 Site Removal Plan: Revisions to Civil General Notes and Legend. See Civil Sketch Sheet 1, attached. AD1-15 Sheet C-2 Site Layout Plan: Sheet Re-issued, attached. Note revisions to Legend, specifically noted on Civil Sketch Sheet 2, attached. AD1-16 Sheet C-2.1 Island Layout Plan: Revisions to Legend. See Civil Sketch Sheet 2, attached. AD1-17 Sheet C-3 Site Grading Plan: Sheet Re-issued, attached. rd
AD1-18 Sheet A-1 Project Site Plan: Note pointing to two domed paver units (3 note from top between column lines 16 and 17) should be changed from “Typ. Bench Seating … “, to “TYP. BUS LOADING PADS AT EACH BUS SLIP TO BE WAUSAU ADA-2 PAVERS (24X24) WITH CUSTOM COLOR.” AD1-19 Sheet A-2 Shelter Plan and Elevations: At Elevations C & D, indicate ¾” x 3½” cement board trim at corners of clerestory portion of shelter building, as well as the perimeter of all clerestory (storefront) windows. AD1-20 Sheet A-3 Canopy Elevations & Section: At Canopy Elevation A, change dimension at each end of the canopy from 7’- 9½” to 8’- 1½”. See Detail 1/A-5 for typical edge condition.
th
418 South 14 Street / Omaha, Nebraska 68102 / Phone (402) 861-0523 / Fax (402) 861-0530
AD1-21 Sheet A-4 Reflected Ceiling Plan & Roof Plan: Change Ceiling type “B” in the Ceiling Finish Schedule to read “B Exposed Structure –Painted”. AD1-22 Sheet A-4 Reflected Ceiling Plan & Roof Plan: Make the following changes to ceiling references on the Reflected Ceiling Plan: a) The ceiling reference symbol between grids C and D, which reads: A / 18’-0” should be changed to read D / 18’-6”. b) The ceiling reference symbol between grids C and D at grid 2 should be changed from B / 18’-0” to B / 19’-0”. c) All ceiling reference symbols which currently show a ceiling height of 13’-4” should be changed to 13’-10”. AD1-23 Sheet A-4 Reflected Ceiling Plan & Roof Plan: Indicate on the Roof Plan the Telecom Enclosure Box mounted to the steel pipe mast at grid line 11. See Electrical Sheet E-6. AD1-24 Sheet A-5 Details: At Detail 7, extend arrow from note “4” WELDED GALV. STL. ROOF DRAINS…” to pipe from roof drain. AD1-25 Sheet A-5 Details: At Detail 11, shorten arrow from note “4” ROOF DRAIN DROPS…” to pipe from roof drain. AD1-26 Sheet A-6 Details: At Detail 4, delete indication of steel beam support at roof deck adjacent to 6” CMU wall. AD1-27 Sheet A-7 Westroads Transit Center Plans & Elevations: Remove all references to “Alternates” and add the following General Note: “6.
PAINT INTERIOR OF TWO EXISTING RESTROOMS WITH COATING AS SPECIFIED IN SECTION 09900 (ISSUED BY ADDENDUM).”
AD1-28 Sheet A-7 Westroads Transit Center Plans & Elevations: Add Enlarged Restroom Plan and Typical Restroom Elevations. See Sketch Sheet AD1-1, attached. AD1-29 Sheet A-8 Benson Park Transit Center Plans & Elevations: Remove all references to “Alternates” and add the following General Note: “6.
PAINT INTERIOR OF TWO EXISTING RESTROOMS WITH COATING AS SPECIFIED IN SECTION 09900 (ISSUED BY ADDENDUM).”
AD1-30 Sheet A-8 Benson Park Transit Center Plans & Elevations: Add Enlarged Restroom Plan and Typical Restroom Elevations. See Sketch Sheet AD1-1, attached.
END of ADDENDUM FORM
th
418 South 14 Street / Omaha, Nebraska 68102 / Phone (402) 861-0523 / Fax (402) 861-0530
C:\R&A\projects\1114Metro - NOTC AD3\Drawings\Drawing Set
C:\Civil 3D Projects\111067\Drawings\Engineering\DWG\E\111067_Layout.dwg, 9/11/2012 9:41:55 AM
Diggers Hotline of Nebraska
MARK DATE
9
North Omaha Transit Center Renovation (4308 No. 30th Street)
2222 Cuming Street, Omaha, Nebraska 68102
The Transit Authority of the City of Omaha
EGA PROJECT NO. 111067
/
1 /1 1 20
DESCRIPTION
REVISIONS
SITE LAYOUT PLAN
Date: 31 August 2012
Architect Project No.: 1114
SHEET:
C-2
2
C:\R&A\projects\1114Metro - NOTC AD3\Drawings\Drawing Set
C:\Civil 3D Projects\111067\Drawings\Engineering\DWG\E\111067_Grading.dwg, 9/11/2012 9:33:51 AM
Diggers Hotline of Nebraska
MARK DATE
North Omaha Transit Center Renovation (4308 No. 30th Street)
2222 Cuming Street, Omaha, Nebraska 68102
The Transit Authority of the City of Omaha
EGA PROJECT NO. 111067
11 / 9 / 1 20
DESCRIPTION
REVISIONS
SITE GRADING PLAN
Date: 31 August 2012
Architect Project No.: 1114
SHEET:
C-3
2
Addendum 1 1102 Douglas on the Mall, Omaha, Nebraska 68102
September 10, 2012 Bid Date:
Metro North Omaha Transit Center
(402) 346-7007
Alvine No. 2012 2695
19 September 2012
This addendum is hereby made a part of the contract documents to the same extent as though it were originally included therein. Specifications and drawings shall be considered modified or revised as hereinafter described. Revisions to the drawings are referenced by the drawing number. Electrical General Items 1EG1. See attached OPPD meter specification. 1EG2. Contractor shall pay OPPD charges of $1149.00 associated with removal of existing electrical service. Changes to Drawings Electrical Drawing Items: 1ED1. Sheet E-2 - Site Plan – Electrical 1.
See attached Sketch ES-1.
1ED2. Sheet E-5 - Canopy Plan and Enlarged Electrical Room – Power 1.
See attached Sketch ES-2.
1ED3. Sheet E-7 - Electrical Schedules and Details 1.
See attached Sketch ES-3.
1ED4. Sheet E-8 - Electrical Schedules and Details. 1.
Relay cabinet schedule. The following equipment is approved for bidding purposes, subject to comments listed on the attached Request For Substitution/Approved Equal form. A.
Leviton Z-MAX Lighting Controls END
Omaha
Lincoln
Des Moines
Oklahoma City
Alvine Engineering
Alvine Engineering
Alvine Engineering
Service and Metering Specifications Instructions to the Customer These specifications supplement the General Wiring and Metering Specifications Manual. Wiring and metering must conform to the requirements of this manual. Those responsible for the wiring should be familiar with these requirements before proceeding with the work. Updated versions of the manual are available on OPPD’s website at www.oppd.com.
To contact the OPPD Metering Services Department, in Omaha call 552-5934. Outside the Omaha area call your local District office.
Name Address Customer Representative Telephone Number Service Request Number Design Number
Metro Area Transit 4308 N 30th St. Ron Mahoney 402-636-3530 41069 41968
Service Information: Load Group A: Remove existing meter associated with 50 kVA padmount transformer service near restrooms. Load Group B: Install new meter on new building being built on island. Load Group A B
Voltage 120/240 120/240
Phase 1 1
Wire 3 3
Meter Number 51589983
Demand 40 70
Metering Equipment Install Load Group B
Quantity
1
Description M131D 1PH 3WD STD-SFCE SKT320A-UGND-COMM'L
CT or PT
Description M118D 1PH 3W STD SKT 200A
CT or PT
Remove and Return Load Group A
Quantity 1
Demand Unit KW KW
Underground Service
Metering Specifications Manual Page 4.02.7
Underground electric service will be available at the OPPD pedestal located 3- feet north of the pole located north of the existing driveway off of 31st Ave. If there is no existing OPPD pedestal, call Ron Mahoney at 402-636-3530 to stake proposed pedestal location. The customer is to install underground service conductors to the above pedestal and extend the conductors 3-feet above grade inside the pedestal. Conduit, if used, is to be terminated inside the pedestal 8 inches above grade (coordinate pedestal access with OPPD). Metallic conduit, if used, is to have insulating bushings. OPPD will provide secondary conductors to the pedestal and make service connections at this point. The meter socket shall be installed by the customer outdoors on a substantial building or structure where they will be accessible to OPPD at all times. All commercial meter sockets shall include a lever by-pass. Regarding removal of existing service, OPPD will remove the padmount transformer, pre-cast slab, meter, and primary cable between the transformer and the Cable Terminal Pole located south of the driveway off of 31st Ave. OPPD will also remove the Cable Terminal Pole. The customer is responsible for the removal/disposition of all underground conduits and secondary conductors. Joel Haskins, 9/4/12 402-636-3335
9-13-12
C-1, L-7
C-1, note 21 - confirm landscaping is NIC. If so, is topsoil by landscaper or general Contractor? L-7 - Is Paver work at 2222 by general or landscaper? Does MAT furnish additional pavers if needed? L-7 - Is drainage system by general or landscaper? Is Lawn Sprinkler work by general or landscaper?
Response: Note #21 on sheet C-1 will be changed by Addendum to indicate that Landscaping and topsoil is part of this project. The Landscaping, including the Paver work, the drainage system, and the Lawn Sprinkler system are to be completed as part of this project, and as such, the General Contractor will be responsible for making sure that it is part of the bid; either as work done by the Landscaping Sub-contractor or by their own crews. Pete Florio DR Anderson
402-572-7350
[email protected]
10 Sept. 2012
We will include this product approval in the next addenda.
12 Sept. 2012
NOTC Upgrades
REQUEST FOR SUBSTITUTION/APPROVED EQUAL Project: NE-04-0045
Specification:
15-11
Date
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Use one form per requested equal; duplicate as needed
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REASON FOR NOT GIVING PRIORITY TO SPECIFIED ITEMS
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Attach product data that includes description, specifications, drawings, photographs, performance and test data adequate for evaluation of request with applicable portions of data clearly identified and a description of changes to Contract Documents required by proper installation of proposed substitution. The undersigned certifies that the following paragraphs, unless modified by attachments, are correct: 1. Proposed Substitution has been fully checked and coordinated with Contract Documents. 2. Proposed Substitution does not affect dimensions shown on Drawings. 3. Proposed Substitution does not require revisions to mechanical or electrical work. 4. The undersigned will pay for changes to building design, including Architectural and Engineering design, detailing and construction costs caused by requested Substitution. 5. Proposed Substitution will have no adverse affect on other trades, construction schedule, or specified warranty requirement. 6. Proposed Substitution's function, appearance and quality is equivalent or superior to specified item.
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(Au&orized Representative Signature)
For use by Metro [ ] Approved Signature
[ ] Approved as noted Title
[ ] Not Approved
[ ] Received too late Date
Remarks:
10 Sept. 2012
CLEVELAND FORGE IS APPROVED AS A MFR. SUBJECT TO COMPLIANCE WITH ALL SPECIFICATION REQUIREMENTS. 11 Sept. 2012
