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Addendum Three Callaway High School D|B 18154-04 Package 4 – Exterior Lighting 15 April 2020 Jackson, Mississippi 100% Construction Documents ADDENDUM THREE Page 1 of 2 SECTION 009113 – ADDENDUM THREE PART 1 - ADDENDA 1.1 PROJECT INFORMATION A. Project Name: Callaway High School, Package 4: Exterior Lighting, Jackson, Mississippi B. Owner: Jackson Public School District C. Architect: Dale | Bailey, an Association D. Architect Project Number: 18154-04 E. Date of Addendum Three: 15 April 2020 1.2 NOTICE TO BIDDERS A. This Addendum is issued to all registered plan holders pursuant to the Instructions to Bidders and Conditions of the Contract. This Addendum serves to clarify, revise, and supersede information in the Project Manual, Drawings, and previously issued Addenda. Portions of the Addendum affecting the Contract Documents will be incorporated into the Contract by enumeration of the Addendum in the Owner/Contractor Agreement. B. The Bidder shall acknowledge receipt of this Addendum in the appropriate space on the Bid Form. C. The date for receipt of bids is unchanged by this Addendum at same time and location. 1.3 GENERAL A. Attached are the annotated Pre-Bid Meeting Minutes and Meeting Attendees dated 14 April 2020. B. CLARIFICATION: 1. Barnard & Construction Company will be on site while this project is under construction in a separate contract. Coordination will be needed for items that may overlap. Contact Person: Larry Clark: (601) 847-2420, [email protected] and [email protected]. 2. Change anticipated contract issue to: June 1, 2020 and fully completed by November 1, 2020. 1.4 REVISIONS TO DRAWINGS A. Electrical

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Page 1: Addendum Three Callaway High School D|B 18154-04 Package 4 ...€¦ · Callaway High School D|B 18154-04 Package 4 – Exterior Lighting 15 April 2020 Jackson, Mississippi 100% Construction

Addendum Three Callaway High School D|B 18154-04 Package 4 – Exterior Lighting 15 April 2020 Jackson, Mississippi

100% Construction Documents ADDENDUM THREE Page 1 of 2

SECTION 009113 – ADDENDUM THREE

PART 1 - ADDENDA

1.1 PROJECT INFORMATION

A. Project Name: Callaway High School, Package 4: Exterior Lighting, Jackson, Mississippi

B. Owner: Jackson Public School District

C. Architect: Dale | Bailey, an Association

D. Architect Project Number: 18154-04

E. Date of Addendum Three: 15 April 2020

1.2 NOTICE TO BIDDERS

A. This Addendum is issued to all registered plan holders pursuant to the Instructions to Bidders and Conditions of the Contract. This Addendum serves to clarify, revise, and supersede information in the Project Manual, Drawings, and previously issued Addenda. Portions of the Addendum affecting the Contract Documents will be incorporated into the Contract by enumeration of the Addendum in the Owner/Contractor Agreement.

B. The Bidder shall acknowledge receipt of this Addendum in the appropriate space on the Bid Form.

C. The date for receipt of bids is unchanged by this Addendum at same time and location.

1.3 GENERAL

A. Attached are the annotated Pre-Bid Meeting Minutes and Meeting Attendees dated 14 April 2020.

B. CLARIFICATION:

1. Barnard & Construction Company will be on site while this project is under construction in a separate contract. Coordination will be needed for items that may overlap. Contact Person: Larry Clark: (601) 847-2420, [email protected] and [email protected].

2. Change anticipated contract issue to: June 1, 2020 and fully completed by November 1, 2020.

1.4 REVISIONS TO DRAWINGS

A. Electrical

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Addendum Three Callaway High School D|B 18154-04 Package 4 – Exterior Lighting 15 April 2020 Jackson, Mississippi

100% Construction Documents ADDENDUM THREE Page 2 of 2

1. Sheet E-101 – Electrical Renovation Site Plan – Added fixture SB to existing pole facing field house. Delete this Sheet in its entirety and add the Sheet attached in this addendum to the drawings.

1.5 ATTACHMENTS

A. General

1. Pre-Bid Minutes and Attendees Sign-In Sheet dated 14 April 2020.

B. Drawings

1. Electrical

a. Sheet E-101 – Electrical Renovation Site Plan dated 15 April 2020.

END OF ADDENDUM THREE

Page 3: Addendum Three Callaway High School D|B 18154-04 Package 4 ...€¦ · Callaway High School D|B 18154-04 Package 4 – Exterior Lighting 15 April 2020 Jackson, Mississippi 100% Construction

201 Park Court, Suite B

Ridgeland, MS 39157

P 601.790.9432

F 888.281.0547

One Jackson Place, Suite 250

188 East Capitol Street

Jackson, MS 39201-2100

P 601.352.5411

F 601.352.5362

161 Lameuse Street, Suite 201

Biloxi, MS 39530

P 228.374.1409

F 228.374.1414

dalepartners.com

baileyarch.com

Architects Who Know Education

Agenda 14 April 2020 18154.04 CHS Package 4 – Exterior Lighting / Pre-Bid Meeting

1. General

a. Please silence cell phones

b. Sign-in sheet: Minutes will include list of meeting attendees

c. Plan holders list: Minutes will include list of plan holders

d. Description: Narrative project description

2. Team

a. Owner ....................................................... Jackson Public School District, Jackson, MS.

b. Architect ................................. Dale | Bailey, an Association, Jackson, MS, Luigia Butler

3. Procurement and Contracting Requirements

a. Advertisement for Bids

i. Advertisement dates: 3/30/20, 4/2/2020, and 4/9/20

ii. Bid Receipt: Bids to be opened at 2:00 PM on Thursday, April 30, 2020

iii. Bid Location: Jackson Public School District, 662 South President Street, Jackson, Mississippi

b. Bidder Qualifications

i. Bidders must be properly licensed under the laws governing their respective trades

ii. List all applicable state & local license & registration nos. on outside of bid envelope

c. Bonding & Insurance

i. Bidders must be able to obtain insurance and bonds required for the Work

d. Bid Security

i. A Bid Security in the amount of 5% of the total maximum bid amount is required

ii. Cash, cashier's check, certified check, US money order, or bid bond

e. Bid Form and Attachments

i. Acknowledgement of Addenda

ii. Subcontractor identification

f. Bid Submittal Requirements

i. Envelope requirements (re: Bid Submittal Checklist)

ii. Proper identification

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g. Notice of Award

i. Offered within 60 days after receipt of bids

ii. Award will be made as soon as possible & successful bidder should be ready to secure bonds & insurance immediately

4. Communication during Bidding Period

a. Obtaining documents

i. Plan holders are required to register and order bid documents at http://www.jpsdmsprojects.com

b. Bidder's Requests for Information

i. Binding answers to questions must be included in an official written addendum and the Contractor or Subcontractor is encouraged to provide written communications to the Architect for proper response

ii. Address e-mailed written correspondence to [email protected]

iii. No questions will be accepted after 5:00 PM on Monday, April 27, 2020 in order to allow the Architect adequate time to prepare any necessary addenda

c. Addenda

i. Addendum no 1 (issued) ............................................................................ 04.06.20

ii. Addendum no 2 (issued) ............................................................................ 04.13.20

iii. Addendum no 3 (tentative) ....................................................................... 04.27.20

5. Contracting Requirements

a. The Supplementary Conditions

i. Refer to this section for specific comments & directives

1. Change order markups

2. Weather delays

3. Retainage

4. Stored material

5. Liquidated damages

6. Insurance

b. Other Owner requirements: verify user occupancy during construction

6. Construction Documents

a. Use of Site

i. Complete use of site TBD

ii. Parking

iii. Lay-down area

b. Work Restrictions

i. Work days

ii. Work times

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c. Unit prices, alternates, & allowances

i. Unit prices: No alternates currently included in bid package

ii. Alternates: No alternates currently included in bid package

iii. Allowances: $1,000 Contingency Allowance

d. Substitutions following award

i. Substitutions will be considered within 30 days of the contract award

ii. Burden of proof of "equal" will be on the Contractor or Vendor

7. Schedule

a. Project Schedule

i. Section 013200 in Project Manual

ii. GC to provide CPM type schedule, regularly updated

b. Contract Time

i. If this Bid is accepted, we will commence the work of the Contract Documents on a dated specified in a written Notice to Proceed anticipated to be issued by May 1, 2020 and shall be substantially and fully completed by September 1, 2020.

c. Liquidated Damages

i. $200 each calendar day of the delay after Contract Time

d. Other Bidder Questions

8. Post-Meeting Addendum

a. May be issued, as necessary to document the meeting questions & provide proper responses

9. Other Bidder Questions

a. Architect will record and distribute meeting minutes to attendees and others known by the Architect’s office to have received a complete set of Procurement and Contracting Documents

b. Minutes of meeting are issued as Available Information and do not constitute a modification to the Procurement and Contracting Documents

c. Modifications to the Procurement and Contracting Documents are issued by written Addendum only

10. Site/facility visit or walkthrough

End

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Page 7: Addendum Three Callaway High School D|B 18154-04 Package 4 ...€¦ · Callaway High School D|B 18154-04 Package 4 – Exterior Lighting 15 April 2020 Jackson, Mississippi 100% Construction

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EXISTING POLEEXISTING BULLHORN MOUNT

NEW FIXTURE "SB" (TYPICAL)

1

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ETR

ETR

ETR

EXISTING 480Y/277V 3ɸ, 4WPANEL "PDF".

MASTER KEYED NOTESMark Description

VERIFY VOLTAGE OF EXISTING LIGHT FIXTURE PRIOR TO ORDERING NEW FIXTURE.

PROVIDE A STAINLESS STEEL PLATE PAINTED TO MATCH SOFFIT & MOUNT NEW FIXTURE TOSTAINLESS STEAL PLATE. VERFIY EXACT VOLTAGE OF EXISTING LIGHT FIXTURE PRIOR TOORDERING NEW FIXTURE.

PROVIDE A NEW 20/2 BREAKER IN EXISTING 480V PANEL "PDF" LOCATED IN THE FIELD HOUSE.ROUTE CONDUIT IN GREEN SPACE BETWEEN BASEBALL FENCE AND DRIVE.PROVIDE A NEW 20/2 BREAKER IN EXISTING 480V PANEL "HACDP" LOCATED IN ELECTRICAL ROOM #2IN THE ELEMENTARY BUILDING. ROUTE CONDUIT THROUGH GREEN SPACE. SAW CUT CONCRETE ATBUILDING AS REQUIRED.

NOTE:IF A KEYED NOTE IS NOT SHOWN ON A DRAWING, THEN THE KEYED NOTE SHALL BE IGNORED FOR THATPARTICULAR DRAWING. THIS SHALL DIFFER FROM DRAWING TO DRAWING.

1

2

3

4

3E-101

POLE BASE DETAIL Scale: NONE

2

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EXISTING 480Y/277V 3ɸ, 4WPANEL "HACDP" INELECTRICAL ROOM #2.

BORE UNDEREXISTING DRIVE.

BORE UNDEREXISTINGSIDEWALK.

BORE UNDEREXISTINGSIDEWALK.

BORE UNDEREXISTINGSIDEWALK.

BORE UNDEREXISTING DRIVE.

BORE UNDERBASEBALL FIELD.

SB

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20 March 2020

CLGHBS

PN 18154

945 Madison Ave.

Madison, MS 39110

Voice (601) 605-4820

Fax (601) 605-4875

TPS Proj. # 20055

Addendum 1 03-30-20201Addendum 2 04-13-20202

Addendum 3 04-15-20203

ELECTRICAL RENOVATIONSITE PLAN

Scale: 1" = 50'- 0"

1

E-101

ELECTRICAL RENOVATION SITE PLAN

Scale: NONE

2

E-101

FIXTURE "SB" MOUNTING DETAIL

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CONCRETE WALK
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CONCRETE WALK
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ASPHALT PARKING
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ASPHALT PARKING
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ASPHALT DRIVE
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ASPHALT DRIVE
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ASPHALT ROADWAY
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ASPHALT ROADWAY
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OPEN GRASS
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OPEN GRASS
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OPEN GRASS
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OPEN GRASS
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OLD TENNIS COURTS
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SCHOOL SIGN
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CONCRETE WALK (FAILING)
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GRASS
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OPEN GRASS
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BEASLEY ROAD
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CALLAWAY HIGH SCHOOL
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WGK CONTROL #4 STATE PLANE N: 1049364.75 E: 2346866.74 ELEV: 325.12 1/2" REBAR W/CAP
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WGK CONTROL #5 STATE PLANE N: 1048978.71 E: 2346647.96 ELEV: 323.96 1/2" REBAR W/CAP
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WGK CONTROL #6 STATE PLANE N: 1048978.71 E: 2346647.96 ELEV: 326.93 1/2" REBAR W/CAP
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WGK CONTROL #7 STATE PLANE N: 1048978.71 E: 2346647.96 ELEV: 329.76 1/2" REBAR W/CAP
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BASEBALL FIELD
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ASPHALT
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SHED
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CONCRETE
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ASPHALT
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NORTH JACKSON ELEMENTARY SCHOOL
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ASPHALT
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ASPHALT ROADWAY
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TREELINE
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CONCRETE WALK
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ASPHALT ROADWAY
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CONCRETE WALK
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HIGHLAND DRIVE
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SYLVIA STREET
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GRADE
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3/4"X10' COPPER-CLAD STEEL GROUND ROD
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1" X 1" X 45%%d CHAMFER
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3. FOUNDATION EXCAVATION SHALL BE BY 24" AUGAR IN UNDISTURBED OR PROPERLY
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1. 3500 PSI MINIMUM 28 DAY COMPRESSIVE STRENGTH CONCRETE WITH GRADE 60 RE-BARS.
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4. MINIMUM ALLOWABLE SOIL BEARING PRESSURE 3000 PSF. NOTIFY ENGINEER IF BEARING
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2. IF WATER IS PRESENT IN HOLE, REMOVE BEFORE POURING CONCRETE.
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5. AIR ENTRAINMENT: 4 TO 6%.
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NOTES:
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PRESSURE IS LESS.
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COMPACTED FILL.
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PLUMB WITH LEVELING
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POLE SHALL BE MADE
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NUTS.
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45%%D
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A
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A
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6"
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3"
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3"
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1/2" PVC C.
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#6 AWG (G) IN
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BOLT COVERS REQUIRED
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NONSHRINK GROUT 1-1/4" MINIMUM
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THICKNESS. 2" MAXIMUM THICKNESS
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HAND HOLE WITH COVER 1'-6" FROM
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BASE OF POLE, 4" X 6" MINIMUM.
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CONNECT ALL EQUIPMENT GROUND
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CONDUCTORS TO GROUNDING LUG
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WITH SIDES SLOPED AT 45 DEG.
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VERTICALLY - EQUALLY SPACED AROUND BASE
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6 #6 REINFORCING BARS INSTALLED
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PROVIDE ANCHOR BOLTS PER THE
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MANUFACTURERS RECOMMENDATIONS
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IN POLE.
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LEVELING NUTS
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PER MANUFACTURER'S
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BASE PLATE BOLT HOLE (TYP)
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18" DIAMETER CONCRETE
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AND BOLT PATTERN
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RECOMMENDATIONS.
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FOUNDATION.
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POLE BASE PLATE
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(SEE SITE PLAN FOR
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ORIENTATION TO BUILDING.)
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LIGHT FIXTURE ORIENTATION.
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3"
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7'-6"
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AA
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18" DIA.
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4"
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(TYPICAL)
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12"
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24"
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OVERLAP.
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MINIMUM OF AT LEAST 6"
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STIRRUPS SHALL HAVE A
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STIRRUPS ON 12" CENTERS.
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PROVIDE #3 RECTANGULAR
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(3/4" MINIMUM)
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CONDUIT AS REQUIRED
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SEE PLANS
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MINIMUM
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VERTICAL & HORIZONTAL BARS SHALL BE
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FIELD TIED. WELDING SHALL NOT BE PERMITTED.
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SECTION
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