50017-S2700020-1.pdf

McNEESE

STATE UNIVERSITY

A Member of the University of Louisiana System

PURCHASING DEPARTMENT

P. 0. BOX 92415

LAKE CHARLES, LA 70609

PH: 337-475-5090

FAX: 337-475-5082

ADDENDUM0l DATE: October 16, 2026

BID FOR: Campus Gateways, McNeese State University, Lake Charles, Louisiana 70607

YOUR REFERENCE IS DIRECTED TO

PROJECT NO: 19-627-21-01, F.19002583, 01-107-05B-13, F.01004545 •

SOLICITATION NO. S2700020

SCHEDULED TO OPEN ON

WEDNESDAY, OCTOBER 21, 2026 AT 10:00 A.M.

REVISION TO THE REFERENCED SOLICITATION/BID AS STATED BELOW:

• Please see attached Addendum No. 01

• All other specification remains the same.

THIS ADDENDUM IS HEREBY OFFICIALLY MADE A PART OF THE REFERENCED

SOLICITATION FOR BID.

I APOLOGIZE FOR ANY INCONVENIENCE THIS MAY HA VE CAUSED.

DANITA SLATE

ASSISTANT PURCHASING DIRECTOR

McNeese State University www.mcneese.edu "Excellence With A Personal Touch" EEO/AA/ADA

Date: 10/16/2026

Addendum No. 01 PROJECT: ARCHITECT: Architect's Project No.:

Campus Gateways Cohesion Architecture, LLC 2408

McNeese State University 2740 Rue De Jardin, Suite 400

Lake Charles, Louisiana Lake Charles, LA 70605

19-627-21-01, F.19002583

01-107-05B-13, F.01004545 (Supplement)

OWNER:

McNeese State University

Common Street

Lake Charles, Louisiana 70607

The following items shall be considered part of the Contract Documents for the above-referenced project and shall take precedence over any conflicting statements contained therein. Revise all other notes, schedules, details, elevations, sections, etc., as required.

Cohesion Architecture, LLC: Heather Burton, AIA Principal Architect

2740 Rue De Jardin, Suite 400, Lake Charles, LA 70605 | 337.419.0008 | office@cohesionarchitecture.com

GENERAL

1. Pre-bid meeting: see a:ached for Pre-bid meeting sign-in sheet.

SPECIFICATIONS

2. Supplementary Conditions, Page SC 22: Delete Paragraph 13.4, “Tests and Inspections,” in its entirety. Section

13.4 of AIA Document A201–2017 remains in effect without this supplementary modification.

A. Clarification: It is the intent that the Contractor bear the cost of testing services.

3. Replace Section 01 23 00 – Alternates in its entirety with a:ached Section 01 23 00 – Alternates.

4. Section 04 72 00 – Cast Stone:

A. Add the following clarification to Paragraph 1.3.A.3:

Dry-cast and wet-cast fabrication methods are permi:ed. The Cast Stone Fabricator shall select the fabrication method based on the scope indicated and the specified design, appearance, and performance requirements.

Bid pricing shall include the complete cast stone system and all costs associated with the fabrication method selected to satisfy the Contract Documents.

B. Revise 2.2.B.5 as follows: Coefficient of shrinkage: The coefficient of shrinkage for cast stone shall be taken as one-half of the linear drying shrinkage determined in accordance with ASTM C426.

5. Section 10 14 23 changes as follows:

A. Add 1.4.D:

D. Samples for Verification:

1. Minimum 6-by-6-inch sample of finished aluminum sign face demonstrating color, gloss, and texture proposed to match adjacent ACM panels.

Campus Gateways Cohesion Architecture, LLC 2408

McNeese State University 2740 Rue De Jardin, Suite 400

Lake Charles, Louisiana Lake Charles, LA 70605

19-627-21-01, F.19002583

01-107-05B-13, F.01004545 (Supplement)

OWNER:

McNeese State University

The following items shall be considered part of the Contract Documents for the above-referenced project and shall take precedence over any conflicting statements contained therein. Revise all other notes, schedules, details, elevations, sections, etc., as required.

2740 Rue De Jardin, Suite 400, Lake Charles, LA 70605 | 337.419.0008 | office@cohesionarchitecture.com

2. Sample of translucent acrylic with day/night perforated vinyl film demonstrating appearance when unlit and backlit.

B. Revise 2.2.A.5 as follows: Frame: For face-lit acrylic illuminated panel signs, entire perimeter.

C. Revise 2.2.A.6.a as follows: Face-Lit Acrylic Illuminated Panel Sign: Aluminum angle mounting clips.

D. Revise 2.2.A.7.a as follows: Face-Lit Acrylic Illuminated Panel Sign: Match surface finish and applied graphics of illuminated panel sign on the basketball arena.

E. Add 2.2.A.9:

9. Internally Illuminated Routed Aluminum Panel Sign: Fabricated aluminum sign assembly with removable routed aluminum face, translucent acrylic backer, internal LED illumination, and concealed electrical components; provide complete operable assembly with provisions for servicing.

a. Size and Configuration: As indicated on Drawings.

b. Overall Depth: Minimum 4 inches from substrate to finished sign face, unless otherwise indicated.

c. Sign Face: 1/8-inch aluminum sheet with formed perimeter returns; CNC-routed graphics as indicated. Provide concealed removable a:achment permi:ing access to internal sign and electrical components.

d. Finish: Match adjacent ACM panels in color, gloss, and texture; subject to Architectʹs approval of verification sample.

e. Acrylic Backer: 1/8-inch translucent white UV-resistant acrylic sheet mounted behind routed graphics; mechanically fastened and removable as required for servicing.

f. Day/Night Film: Black perforated day/night film applied at routed graphics, formulated for internally illuminated signage; appearance black when unlit and permit illumination through graphics when backlit.

g. Light-Box Back Pan: 0.080-inch-minimum aluminum; interior white or reflective finish.

h. Light-Box Perimeter Walls: 1/8-inch aluminum; fixed to back pan; interior white or reflective finish.

Campus Gateways Cohesion Architecture, LLC 2408

McNeese State University 2740 Rue De Jardin, Suite 400

Lake Charles, Louisiana Lake Charles, LA 70605

19-627-21-01, F.19002583

01-107-05B-13, F.01004545 (Supplement)

OWNER:

McNeese State University

The following items shall be considered part of the Contract Documents for the above-referenced project and shall take precedence over any conflicting statements contained therein. Revise all other notes, schedules, details, elevations, sections, etc., as required.

2740 Rue De Jardin, Suite 400, Lake Charles, LA 70605 | 337.419.0008 | office@cohesionarchitecture.com

i. LED Illumination: LED modules, drivers, wiring, and accessories required for complete operation. Size, quantity, spacing, and arrangement to provide uniform illumination without visible hot spots, shadows, or uneven brightness.

j. Electrical Components: Locate within accessible area behind removable sign face and coordinate with electrical service indicated on Drawings.

k. Light-Box Extents: As required to uniformly illuminate routed graphics while maintaining clear accessible space for electrical components.

l. Weeps: Provide at lowest portion of exterior light-box assembly.

m. Anchorage and Reinforcement: Provide concealed reinforcement, supports, clips, fasteners, and anchorage required for complete installation and applicable design load.

F. Add 2.5.D

D. Internally Illuminated Routed Aluminum Panel Signs: Fabricate removable face, acrylic backer, light box, internal illumination, reinforcement, and accessories as a coordinated assembly. Provide removable components and concealed connections necessary for servicing without removal or damage to adjacent

ACM panels.

6. Omit Section 10 14 23.13 – Exterior Aluminum Identification Plaques in its entirety.

7. Structural/Civil Drawing and Specifications:

A. Refer to a:ached Addendum items from Peridian Engineering Services consisting of one 8-1/2 x 11 page titled Peridian Engineering Services, LLC Addendum Items for MSU Campus Gateways.

DRAWINGS

8. Revised Drawings: see a:ached for the following revised drawings:

a. Sheet A-104R1 Gateway 04- Plans and Elevations.

b. Sheet A-105R1 Gateway 05- Plans and Elevations.

c. Sheet A-521R1 Gateway Signage.

Campus Gateways Cohesion Architecture, LLC 2408

McNeese State University 2740 Rue De Jardin, Suite 400

Lake Charles, Louisiana Lake Charles, LA 70605

19-627-21-01, F.19002583

01-107-05B-13, F.01004545 (Supplement)

OWNER:

McNeese State University

The following items shall be considered part of the Contract Documents for the above-referenced project and shall take precedence over any conflicting statements contained therein. Revise all other notes, schedules, details, elevations, sections, etc., as required.

2740 Rue De Jardin, Suite 400, Lake Charles, LA 70605 | 337.419.0008 | office@cohesionarchitecture.com

d. Sheet E102 – Campus Gateways 03 & 05 – Electrical Plans revision 1 Seq. 1 – ADD NO. 1 dated 10/16/26.

e. Sheet E103 – Campus Gateway 04 – Electrical Plans revision 1 Seq 1 – ADD NO. 1 dated 10/16/26.

9. Prior Approval Items:

Note: Acceptance of a particular manufacturer does not excuse that particular manufacturer from meeting the plans and specifications. Compliance with the specifications is the responsibility of the prior approval manufacturer.

a. Refer to Section 04 72 00 – Cast Stone:

• Bassco is approved as a prior-approved manufacturer.

b. Refer to Section 10 14 23 – Panel Signage:

• ASI Signage Innovations is approved as a prior-approved manufacturer.

End of Addendum No. 01

Campus Gateways Project No.: 19-627-21-01, F.19002583

McNeese State University 01-107-05B-13, F.01004545 (Supplement)

Lake Charles, Louisiana Arch Project No.: 2408

ALTERNATES 01 23 00 - 1 OF 2

SECTION 01 23 00 - ALTERNATES

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes administrative and procedural requirements for alternates.

1.3 DEFINITIONS

A. Alternate: An amount proposed by bidders and stated on the Bid Form for certain work defined in the bidding requirements that may be added to or deducted from the base bid amount if the Owner decides to accept a corresponding change either in the amount of construction to be completed or in the products, materials, equipment, systems, or installation methods described in the Contract Documents.

1. Alternates described in this Section are part of the Work only if enumerated in the Agreement.

2. The cost or credit for each alternate is the net addition to or deduction from the Contract Sum to incorporate alternates into the Work. No other adjustments are made to the Contract Sum.

1.4 PROCEDURES

A. Coordination: Revise or adjust affected adjacent work as necessary to completely integrate work of the alternate into Project.

1. Include, as part of each alternate, miscellaneous devices, accessory objects, and similar items incidental to or required for a complete installation, whether or not indicated as part of alternate.

B. Execute accepted alternates under the same conditions as other Work of the Contract.

C. Schedule: A Part 3 "Schedule of Alternates" Article is included at the end of this Section. Specification

Sections referenced in schedule contain requirements for materials necessary to achieve the work described under each alternate.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 SCHEDULE OF ALTERNATES

Campus Gateways Project No.: 19-627-21-01, F.19002583

McNeese State University 01-107-05B-13, F.01004545 (Supplement)

Lake Charles, Louisiana Arch Project No.: 2408

ALTERNATES 01 23 00 - 2 OF 2

A. Alternate No. 01: Campus Gateway 03.

1. Base Bid: Campus Gateway 03 and all associated Work is not included in the Base Bid.

2. Alternate: Provide all Work associated with Campus Gateway 03 as indicated in the Contract

Documents.

B. Alternate No. 02: Campus Gateway 05.

1. Base Bid: Campus Gateway 05 and all associated Work is not included in the Base Bid.

2. Alternate: Provide all Work associated with Campus Gateway 05 as indicated in the Contract

Documents.

END OF SECTION 01 23 00

Peridian Engineering Services, LLC Addendum Items for MSU Campus Gateways

1. Specification 033000 – Cast in Place Concrete:

a. Replace 1.3.A with:

“Cementitious Materials: Portland cement alone or in combination with one or more of the following: blended hydraulic cement, pozzolans, ground granulated blast-furnace slag, and silica fume; subject to compliance with requirements. Use of fly ash is prohibited.”

b. Strike 2.7.A.1.a

c. Replace 2.14.B with:

“Cementitious Materials: Limit percentage, by weight, of cementitious materials other than Portland cement in concrete as follows:

1. Combined Pozzolan: 15 percent.

2. Ground Granulated Blast-Furnace Slag: 10 percent.

3. Combined Pozzolan and Ground Granulated Blast-Furnace Slag: 25 percent

Portland cement minimum, with pozzolan not exceeding 25 percent.

4. Silica Fume: 10 percent.

5. Combined Pozzolans and Silica Fume: 25 percent with pozzolans not exceeding

15 percent and silica fume not exceeding 10 percent.

6. Combined Pozzolans, Ground Granulated Blast-Furnace Slag, and Silica Fume:

50 percent with pozzolans not exceeding 25 percent and silica fume not exceeding

10 percent.”

2. Specification 321313 –Concrete Paving:

a. Replace 1.3.A with:

“Cementitious Materials: Portland cement alone or in combination with one or more of the following: blended hydraulic cement, pozzolans, ground granulated blast-furnace slag, and silica fume; subject to compliance with requirements. Use of fly ash is prohibited.”

b. Strike 2.3.A.1.a

c. Replace 2.14.B with:

“Cementitious Materials: Limit percentage, by weight, of cementitious materials other than Portland cement in concrete according to ACI 301 requirements as follows:

1. Combined Pozzolan: 25 percent.

2. Ground Granulated Blast-Furnace Slag: 50 percent.

3. Combined Pozzolans and Ground Granulated Blast-Furnace Slag: 50 percent with pozzolans not exceeding 25 percent.”

SB

L E

S D

E V

A L

L D

R

IV

E

L E

S D

E V

A L

L D

R

IV

E

A-104R1

B1

EAST McNEESE STREET

EXIST STREET

SIGNS

EXIST UTILITY POLE

C O N C

S

ID

E W

ALK

R .O

.W

R.O.W.R.O.W.

C O

N C

S

ID

E W

A L K

EXIST ACCESS HATCH

CONC SID

EW

ALK

R .O

.W

EXIST STOP

SIGN

CONCRETE SIDEWALK

ROAD R/W

ASPHALT PARKING LOT

HEDGE

H E

D G

E

WEST GATEWAY PILLAR

4-1

4-A 4-B

EAST GATEWAY PILLAR

/1

2' - 7 1/8"

ELEV

0' - 0"

10 14 23.A1

10 14 23.A2

07 42 23.B3

07 42 23.A2

07 42 23.F1

07 46 16.B2

10 14 19.A2

10 14 19.A2

10 14 23.A1

10 14 23.A2

07 42 23.B3

07 42 23.A2

07 42 23.F1

07 46 16.B2

10 14 19.A2

10 14 19.A2

4-A4-B

A-521R1

A3

A-521R1

A3

WEST GATEWAY PILLAREAST GATEWAY PILLAR

NOTE 03.A2

NOTE 03.A2

A

A

A-104R1

A2

S

ID

E W

A L

K

/8

S

ID

E W

A L

K

VIF

3' - 1" 7' - 1 5/8" 3' - 0" 7' - 4 5/8"

A -1

R

A

/8

V O

J

/4

MIN

3' - 0" 1' - 3" 4' - 7 5/8" 1' - 3" 3' - 0"

/8

7' - 1 5/8"

/8

VIF

3' - 0 9/16"

3' - 0" 7' - 1 5/8"

MIN

3' - 0" EXISTING ROADWAY

M

IN

4'

0"

M

IN

4' - 0"

6' - 5 1/4"

ALIGN

ALIGN

4-1

4-A 4-B

A-104R1

A2

A -1

R

A

A -1

R

A 1A

-1 R

A

WEST GATEWAY

PILLAR

EAST GATEWAY

PILLAR

A. ACM COLOR TO MATCH BASKETBALL ARENA METAL PANEL COLOR.

B. EXTRUDED ALUMINUM PANELS TO MATCH BASKETBALL ARENA WOOD

LOOK PANELS.

C. TREES ARE TO REMAIN, PROTECT DURING CONSTRUCTION.

GENERAL NOTES TO SHEET

A1

A-511

ELEV

0' - 0"

10 14 23.A1

07 42 23.A1

0' - 11" 5' - 3 5/8" 0' - 11"

07 42 23.B3

4-1

A-521R1

A1

NOTE 03.A2

10 14 23.A2

A

ELEV

0' - 0"

A1

A-511

07 42 23.B3

07 46 16.B2

NOTE 26.C2

NOTE 26.C2

07 42 23.A1

10 14 19.A2

07 42 23.A1

E Q

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IN

G

/2

E Q

0' - 11" 5' - 3 5/8" 0' - 11"

SLOPE TO DRAIN

07 42 23.A2

SLOPE TO DRAIN

1/4" / 1'-0" 1/4" / 1'-0"

4-1

A-521R1

A2

NOTE 03.A2

10 14 23.A2

2740 RUE DE JARDIN, SUITE 400

LAKE CHARLES, LOUISIANA 70605

OFFICE: 337.419.0008

COHESION ARCHITECTURE

HEATHER BURTON, AIA

DATE ISSUED:

PROJECT MANAGER:

REVISIONS

COHESION ARCHITECTURE, LLC

C COPYRIGHT 2026

D

C

B

A

PROJECT NUMBER:

2 3 4 5

THE DOCUMENTS, DRAWINGS, AND SPECIFICATIONS CREATED BY THE

ARCHITECT FOR THIS PROJECT ARE INSTRUMENTS OF SERVICES

PROTECTED BY COPYRIGHT LAW AND SHALL RETAIN ALL COMMON LAW,

STATUTORY, AND OTHER RESERVED RIGHTS. THESE DOCUMENTS ARE

PROVIDED SOLELY FOR THE OWNER'S USE AND OCCUPATION OF THIS

PROJECT. THE OWNER OR OTHERS CANNOT DUPLICATE, DISCLOSE, OR

OTHERWISE USE THE DOCUMENTS PROVIDED UNDER THE AGREEMENT

OF THIS PROJECT FOR ADDITIONS TO THIS PROJECT, COMPLETION OF

THIS PROJECT BY OTHERS, OR FOR OTHER PROJECTS UNLESS GIVEN

WRITTEN PERMISSION FROM THE AUTHOR, HEATHER BURTON, AIA.

McNEESE STATE UNIVERSITY

LAKE CHARLES, LOUISIANA

PROJECT NO.: 19-627-21-01, F.19002583 &

01-107-05B-13, F.01004545 (SUPPLEMENT)

STATE PROJECT INFO:

CAMPUS GATEWAYS

/1

/2

:1

:0

P M

A-104R1

DC

2026.02.13

GATEWAY 04 - PLANS AND

ELEVATIONS

C A

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CONSTRUCTION DOCUMENTS

SCALE: 1" = 20'-0"C1

CAMPUS GATEWAY 04 (SITE PLAN)

SCALE: 1/4" = 1'-0"A2

GATEWAY 04 NORTH AND SOUTH ELEVATION

SCALE: 1/4" = 1'-0"B1

CAMPUS GATEWAY 04 (PLAN VIEW)

N O

R T

H

N O

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H

SCALE: 1/4" = 1'-0"A1

GATEWAY 04 ELEVATION (OUTER PANEL)

SCALE: 1/4" = 1'-0"A4

GATEWAY 04 ELEVATION (INNER PANEL)

KEYNOTES TO SHEET

KEYNOTE DESCRIPTION

07 42 23.A1 ALUMINUM-FACED COMPOSITE WALL PANELS

07 42 23.A2 ALUMINUM-FACED COMPOSITE FASCIA PANELS

07 42 23.B3 CUSTOM ACM COPING BY MFR

07 42 23.F1 CUSTOM INTERMEDIATE CAP WITH UPTURNED LEG AND DRIP EDGE BY

ACM MFR

07 46 16.B2 EXTRUDED ALUMINUM PANEL

10 14 19.A2 BACKLIT CAST DIMENSIONAL LETTERS

10 14 23.A1 FACE LIT ILLUMINATED PANEL SIGNAGE W/ McNEESE "HORSE & RIDER"

LOGO

10 14 23.A2 1/8" ALUMINUM REMOVABLE SIGN PANEL WITH FORMED PERIMETER

RETURNS, CNC-ROUTED GRAPHICS; FINISH TO MATCH ADJACENT ACM

PANELS; PROVIDE CONCEALED REMOVABLE ATTACHMENT.

NOTE 03.A2 FOUNDATION, SEE STRUCTURAL

NOTE 26.C2 COVE FOR RECESSED LIGHT FIXTURE, VERIFY REQD CLEARANCE W/

MANUF, PROVIDE SEALANT BOTH SIDES, COORD W/ ACM MANUF

RE: CIVIL SITE PLAN

# DESCRIPTION ISSUE DATE

A ADD NO. 1 10.15.2026

A

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IN

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Y P

T Y

P

10 14 23.A2

EQ EQ

OF LETTERS

/2

E Q

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E Q

1' - 0"

REMOVABLE FACE

5' - 1 5/8" 1' - 0"

SLOPE TO DRAIN

1/4" / 1'-0"

4-A

/2

E Q

/4

E Q

0' - 4 7/8" 4' - 1 5/8" 0' - 7 1/8"

B4

A-521R1

R E

M O

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B L E

F A

C E

/2

10 14 23.C7

10 14 23.C8

0' - 4"

4-1

/2

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IN

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T Y

P

EQ EQ

OF LETTERS

E Q

/2

E Q

4-1

10 14 23.A1

EQ EQ

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OF

LOGO

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3' - 9 5/8"

1/4" / 1'-0"

SLOPE TO DRAIN

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IN

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/4

T Y

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T Y

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OF LETTERS

/2

/2

5-B

E Q

/4

E Q

0' - 4 1/2" 3' - 0 5/8" 0' - 4 1/2"

/4

0' - 2 15/16"

B4

A-521R1

___________ SIM

A

R E

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B L E

F A

C E

/2 "10 14 23.A2

/4

10 14 23.C7

10 14 23.C8

5-1

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1' - 11 13/16"

OF LOGO

F

G O

10 14 23.A1

5-1

1' - 0 7/8"

/4

T Y

P

S P

A C

IN

G

T Y

P

OF LETTERS

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E Q

E Q

E Q

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3' - 6"

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C

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T E

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IN

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L O

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10 14 23.A3

E Q

E Q

T Y

P

T Y

P

EQ 1' - 11" EQ

04 72 00.A7

3' - 6"

SIDEWALK

0' - 0"

SIDEWALK

0' - 0"

4-1

1' - 7" 4' - 3 5/8" 1' - 3"

MIN

0' - 4"

1' - 0" 2' - 7 5/8" 1' - 0"

4' - 7 5/8"

MIN

0' - 4"

ACM

0' - 2"

ACM SUPPORT SYSTEM,

DEPTH AS REQ'D TO ALIGN FIN

FACE WITH ADJ SIGN FACE

L E

T T

E R

IN

G

/4

10 14 23.C1

10 14 23.C2

10 14 23.C4

10 14 23.C3

L

IG

H T

B O

X I N

T

/4

10 14 23.C6

SCALE: 1/2" = 1'-0"A3

GATEWAY 04 SIGNAGE (FRONT/BACK)

2740 RUE DE JARDIN, SUITE 400

LAKE CHARLES, LOUISIANA 70605

OFFICE: 337.419.0008

COHESION ARCHITECTURE

HEATHER BURTON, AIA

DATE ISSUED:

PROJECT MANAGER:

REVISIONS

COHESION ARCHITECTURE, LLC

C COPYRIGHT 2026

D

C

B

A

PROJECT NUMBER:

2 3 4 5

THE DOCUMENTS, DRAWINGS, AND SPECIFICATIONS CREATED BY THE

ARCHITECT FOR THIS PROJECT ARE INSTRUMENTS OF SERVICES

PROTECTED BY COPYRIGHT LAW AND SHALL RETAIN ALL COMMON LAW,

STATUTORY, AND OTHER RESERVED RIGHTS. THESE DOCUMENTS ARE

PROVIDED SOLELY FOR THE OWNER'S USE AND OCCUPATION OF THIS

PROJECT. THE OWNER OR OTHERS CANNOT DUPLICATE, DISCLOSE, OR

OTHERWISE USE THE DOCUMENTS PROVIDED UNDER THE AGREEMENT

OF THIS PROJECT FOR ADDITIONS TO THIS PROJECT, COMPLETION OF

THIS PROJECT BY OTHERS, OR FOR OTHER PROJECTS UNLESS GIVEN

WRITTEN PERMISSION FROM THE AUTHOR, HEATHER BURTON, AIA.

McNEESE STATE UNIVERSITY

LAKE CHARLES, LOUISIANA

PROJECT NO.: 19-627-21-01, F.19002583 &

01-107-05B-13, F.01004545 (SUPPLEMENT)

STATE PROJECT INFO:

CAMPUS GATEWAYS

/1

/2

:1

:0

P M

A-521R1

DC

2026.02.13

GATEWAYS SIGNAGE

C A

M P

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G A

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W A

Y S

M c N

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S E

C A

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C H

A R

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S

L A

M c

N E

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E S

T A

T E

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IV

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IT

Y

CONSTRUCTION DOCUMENTS

SCALE: 1/2" = 1'-0"C3

GATEWAY 05 SIGNAGE (FRONT/BACK)

SCALE: 1/2" = 1'-0"A4

ACADEMIC COL - LEFT HAND SIDE

KEYNOTES TO SHEET

KEYNOTE DESCRIPTION

04 72 00.A7 SAND BLASTED LETTERS IN IMPERIAL BT FONT

10 14 23.A1 FACE LIT ILLUMINATED PANEL SIGNAGE W/ McNEESE "HORSE & RIDER"

LOGO

10 14 23.A2 1/8" ALUMINUM REMOVABLE SIGN PANEL WITH FORMED PERIMETER

RETURNS, CNC-ROUTED GRAPHICS; FINISH TO MATCH ADJACENT ACM

PANELS; PROVIDE CONCEALED REMOVABLE ATTACHMENT.

10 14 23.A3 SURFACE MOUNTED SOLID-SHEET PANEL SIGNAGE W/ McNEESE

"HORSE & RIDER" LOGO

10 14 23.C1 1/8" ALUMINUM REMOVABLE SIGN PANEL, CNC-ROUTED GRAPHICS;

FINISH TO MATCH ADJACENT ACM PANELS; PROVIDE CONCEALED

REMOVABLE ATTACHMENT.

10 14 23.C2 1/8" TRANSLUCENT WHITE ACRYLIC BACKER WITH BLACK DAY/NIGHT

PERFORATED VINYL FILM AT ROUTED GRAPHICS; FILM TO APPEAR

BLACK WHEN UNLIT AND ALLOW ILLUMINATION THROUGH WHEN

BACKLIT.

10 14 23.C3 0.080" MIN. ALUMINUM LIGHT BOX BACK PAN; WHITE/REFLECTIVE

INTERIOR FINISH; REINFORCE AND ANCHOR TO CMU AS REQD BY SIGN

FABRICATOR.

10 14 23.C4 1/8" ALUMINUM PERIMETER/SIDE WALLS OF LIGHT BOX; FIXED TO BACK

PAN; WHITE/REFLECTIVE INTERIOR FINISH.

10 14 23.C6 LED MODULES, SIZE, QUANTITY AND SPACING AS REQD BY SIGN

FABRICATOR FOR UNIFORM ILLUMINATION.

10 14 23.C7 AREA RESERVED FOR ELECTRICAL COMPONENTS; RE: ELECTRICAL.

MAINTAIN ACCESS THROUGH REMOVABLE ALUMINUM SIGN FACE.

10 14 23.C8 LIGHT BOX EXTENTS AS REQD TO PROVIDE UNIFORM ILLUMINATION OF

ROUTED GRAPHICS AND CLEAR SPACE FOR ELECTRICAL COMPONENTS;

COORDINATE FINAL SIZE AND CONFIGURATION WITH SIGN FABRICATOR.

SCALE: 1/2" = 1'-0"A2

GATEWAY 04 SIGNAGE (INNER PANEL)

SCALE: 1/2" = 1'-0"A1

GATEWAY 04 SIGNAGE (OUTER PANEL)

SCALE: 1/2" = 1'-0"C1

GATEWAY 05 SIGNAGE (OUTER PANEL)

SCALE: 1/2" = 1'-0"C2

GATEWAY 05 SIGNAGE (INNER PANEL)

SCALE: 1/2" = 1'-0"A5

ACADEMIC COL - RIGHT HAND SIDE

# DESCRIPTION ISSUE DATE

A ADD NO. 1 10.15.2026

SCALE: 3/4" = 1'-0"B4

GATEWAY 04 BASE @ LIGHT BOX

36" OAK

36" OAK

A S P H A L T

D R

IV

E W A Y

A S P H A L T

C O N C R E T E

SIGN

CURB INLET

TOP EL. 11.05

INV. EL. 7.52

INV. 18" R.C.P. S. 7.33

G.T.C.B. G.T.C.B. G.T.C.B. G.T.C.B.

INV. 18" R.C.P. 7.65

G.T.C.B.

TOP EL. 11.35

INV. EL. 5.55

INV. 18" R.C.P. NW. 5.47

INV. 15" R.C.P. W. 8.67

INV. 18" R.C.P. S. 5.28

26" OAK

A S P H A L T

C O N C R E T E

BLUE & GOLD DRIVE

C O

M M

O N

S T

R E

E T

A-105R1

A1

R .O

.W

STOP SIGN &

STREET SIGNS

FENCE

UTILITY POLE

G.T.C.B

FENCE

EXIST CULVERT

& DITCH

R .O

.W

EXIST FIRE

HYDRANT

A S

P H

A L T

D R

IV

E

W A

Y

EXIST SIGN

C O

N C

R E

T E

A S

P H

A L T

36" OAK

26" OAK

CURB INLET

SOUTH GATEWAY

PILLAR

EXIST SIGN

5-A

5-B

5-1

24' - 11 7/8"

A -1

R

B

/8

/4

V

IF

/8

A-105R1

A3

A-105R1

A4

0' - 3" 3' - 3 5/8" 0' - 3"

C U

R B

E X

IS

T

1' - 9 5/8"

1' - 10"

C U

R B

E X

IS

T

/8

1' - 10"

A L

IG

N

A L

IG

N

5-A

5-B

5-1

A -1

R

B

A-105R1

A3

A-105R1

A4

NORTH GATEWAY PILLAR

SOUTH GATEWAY PILLAR

07 42 23.B3

07 42 23.A2

10 14 23.A1 10 14 19.A2

07 46 16.B2

10 14 19.A2

07 42 23.F1

10 14 23.A2

07 42 23.B3

07 42 23.A2

10 14 23.A1 10 14 19.A2

07 46 16.B2

10 14 19.A2

07 42 23.F1

10 14 23.A2

A-521R1

C3

A-521R1

C3

NORTH GATEWAY PILLAR SOUTH GATEWAY PILLAR

NOTE 03.A2

NOTE 03.A2

AA

A. ACM COLOR TO MATCH BASKETBALL ARENA METAL PANEL COLOR.

B. EXTRUDED ALUMINUM PANELS TO MATCH BASKETBALL ARENA WOOD

LOOK PANELS.

C. TREES ARE TO REMAIN, PROTECT DURING CONSTRUCTION.

GENERAL NOTES TO SHEET

ELEV

0' - 0"

A1

A-512

5-1

A-521R1

C1

07 42 23.A1

07 42 23.B3

10 14 23.A1

10 14 23.A2

@ EACH

PILLAR

NOTE 03.A2

A

ELEV

0' - 0"

A1

A-512

3' - 11 5/8"

1/4" / 1'-0"

SLOPE TO DRAIN

1/4" / 1'-0"

SLOPE TO DRAIN

E Q

L E

T T

E R

IN

G

E Q

5-1

A-521R1

C2

07 42 23.B3

07 42 23.A2

10 14 19.A2

07 46 16.B2

07 42 23.A1

NOTE 26.C2

07 42 23.A1

NOTE 03.A2

A

10 14 23.A2

2740 RUE DE JARDIN, SUITE 400

LAKE CHARLES, LOUISIANA 70605

OFFICE: 337.419.0008

COHESION ARCHITECTURE

HEATHER BURTON, AIA

DATE ISSUED:

PROJECT MANAGER:

REVISIONS

COHESION ARCHITECTURE, LLC

C COPYRIGHT 2026

D

C

B

A

PROJECT NUMBER:

2 3 4 5

THE DOCUMENTS, DRAWINGS, AND SPECIFICATIONS CREATED BY THE

ARCHITECT FOR THIS PROJECT ARE INSTRUMENTS OF SERVICES

PROTECTED BY COPYRIGHT LAW AND SHALL RETAIN ALL COMMON LAW,

STATUTORY, AND OTHER RESERVED RIGHTS. THESE DOCUMENTS ARE

PROVIDED SOLELY FOR THE OWNER'S USE AND OCCUPATION OF THIS

PROJECT. THE OWNER OR OTHERS CANNOT DUPLICATE, DISCLOSE, OR

OTHERWISE USE THE DOCUMENTS PROVIDED UNDER THE AGREEMENT

OF THIS PROJECT FOR ADDITIONS TO THIS PROJECT, COMPLETION OF

THIS PROJECT BY OTHERS, OR FOR OTHER PROJECTS UNLESS GIVEN

WRITTEN PERMISSION FROM THE AUTHOR, HEATHER BURTON, AIA.

McNEESE STATE UNIVERSITY

LAKE CHARLES, LOUISIANA

PROJECT NO.: 19-627-21-01, F.19002583 &

01-107-05B-13, F.01004545 (SUPPLEMENT)

STATE PROJECT INFO:

CAMPUS GATEWAYS

/1

/2

:1

:0

P M

A-105R1

DC

2026.02.13

GATEWAY 05 - PLANS AND

ELEVATIONS

C A

M P

U S

G A

T E

W A

Y S

M c N

E E

S E

C A

M P

U S

L A

K E

C H

A R

L E

S

L A

M c

N E

E S

E S

T A

T E

U N

IV

E

R S

IT

Y

CONSTRUCTION DOCUMENTS

SCALE: 1" = 20'-0"C1

CAMPUS GATEWAY 05 (SITE PLAN) N

O R

T H

SCALE: 1/4" = 1'-0"A1

CAMPUS GATEWAY 05 (PLAN VIEW)

SCALE: 1/4" = 1'-0"B3

GATEWAY 05 EAST AND WEST ELEVATION

N O

R T

H

SCALE: 1/4" = 1'-0"A3

GATEWAY 05 ELEVATION (OUTER PANEL)

SCALE: 1/4" = 1'-0"A4

GATEWAY 05 ELEVATION (INNER PANEL)

KEYNOTES TO SHEET

KEYNOTE DESCRIPTION

07 42 23.A1 ALUMINUM-FACED COMPOSITE WALL PANELS

07 42 23.A2 ALUMINUM-FACED COMPOSITE FASCIA PANELS

07 42 23.B3 CUSTOM ACM COPING BY MFR

07 42 23.F1 CUSTOM INTERMEDIATE CAP WITH UPTURNED LEG AND DRIP EDGE BY

ACM MFR

07 46 16.B2 EXTRUDED ALUMINUM PANEL

10 14 19.A2 BACKLIT CAST DIMENSIONAL LETTERS

10 14 23.A1 FACE LIT ILLUMINATED PANEL SIGNAGE W/ McNEESE "HORSE & RIDER"

LOGO

10 14 23.A2 1/8" ALUMINUM REMOVABLE SIGN PANEL WITH FORMED PERIMETER

RETURNS, CNC-ROUTED GRAPHICS; FINISH TO MATCH ADJACENT ACM

PANELS; PROVIDE CONCEALED REMOVABLE ATTACHMENT.

NOTE 03.A2 FOUNDATION, SEE STRUCTURAL

NOTE 26.C2 COVE FOR RECESSED LIGHT FIXTURE, VERIFY REQD CLEARANCE W/

MANUF, PROVIDE SEALANT BOTH SIDES, COORD W/ ACM MANUF

RE: CIVIL SITE PLAN

# DESCRIPTION ISSUE DATE

A ADD NO. 1 10.15.2026

SBSB

36" OAK

A

SP

H A

LT

D

R

IV

EW

A Y

A

SP

H A

LT

C O N C R

ET

E

SIGN

CURB INLET

TOP EL. 11.05

INV. EL. 7.52

INV. 18" R.C.P. S. 7.33

INV. 18" R.C.P. 7.65

G.T.C.B.

TOP EL. 11.35

INV. EL. 5.55

INV. 18" R.C.P. NW. 5.47

TOP EL. 10.29

INV. EL. 8.60

INV. 15" R.C.P. W. 8.67

TOP EL. 10.61

INV. EL. 4.92

INV. 15" R.C.P. E. 5.68

INV. 18" R.C.P. S. 5.28

36" OAK

A

SP

H A

LT

D

R

IV

EW

A Y

A

SP

H A

LT

C O N C R

ET

E

SIGN

CURB INLET

TOP EL. 11.05

INV. EL. 7.52

INV. 18" R.C.P. S. 7.33

INV. 18" R.C.P. 7.65

G.T.C.B.

TOP EL. 11.35

INV. EL. 5.55

INV. 18" R.C.P. NW. 5.47

TOP EL. 10.29

INV. EL. 8.60

INV. 15" R.C.P. W. 8.67

TOP EL. 10.61

INV. EL. 4.92

INV. 15" R.C.P. E. 5.68

INV. 18" R.C.P. S. 5.28

IE

Y

O U

B F

A M

IL

Y

D R

IV

E

EAST SALE ROAD

CONC SIDEWALK

ROAD R/W

C O

N C

S

ID

E W

A

LK

CONC SIDEWALK

EXIST STOP SIGN

& STREET SIGNS

CONC. TENNIS COURT

ASPHALT PARKING LOT

C O

N C

S

ID

E W

A

LK

18" OAK

CONCRETE

ASPHALT

3-1

3-A 3-B

T1

T1

E102

A

A

A

A

TE

EXISTING PARKING AREA

POLE LIGHT TO REMAIN.

ELEV

0' - 0"

ELEV

0' - 0"

BLUE & GOLD DRIVE

C O

M M

O N

S T

R E

E T

R .O

.W

STOP SIGN &

STREET SIGNS

FENCE

UTILITY POLE

G.T.C.B

FENCE

EXIST CULVERT

& DITCH

R .O

.W

EXIST FIRE

HYDRANT

A S

P H

A

LT

D R

IV

E

W A

YEXIST SIGN

C O

N C

R E

T E

A S

P H

A

LT

36" OAK

26" OAK

CURB INLET

SOUTH GATEWAY

PILLAR

EXIST SIGN

5-A

5-B

5-1

24' - 11 7/8"

E102

BORE UNDER EXISTING ROADWAY

T2T2

F FF F F F

4" (TYPICAL)

N

PROFESSIONAL ENGINEER

DAVID CARROLL

IR

IR

E

EL CT EAC IG NNEL

IN

E

E

REGISTERED

REG. NO. 41691

TS

AT

OFO L

AIU S I

GN

A

2740 RUE DE JARDIN, SUITE 400

LAKE CHARLES, LOUISIANA 70605

OFFICE: 337.419.0008

COHESION ARCHITECTURE

HEATHER BURTON, AIA

DATE ISSUED:

PROJECT MANAGER:

REVISIONS

COHESION ARCHITECTURE, LLC

C COPYRIGHT 2026

A

B

C

D

PROJECT NUMBER:

2 3 4 5

THE DOCUMENTS, DRAWINGS, AND SPECIFICATIONS CREATED BY THE

ARCHITECT FOR THIS PROJECT ARE INSTRUMENTS OF SERVICES

PROTECTED BY COPYRIGHT LAW AND SHALL RETAIN ALL COMMON LAW,

STATUTORY, AND OTHER RESERVED RIGHTS. THESE DOCUMENTS ARE

PROVIDED SOLELY FOR THE OWNER'S USE AND OCCUPATION OF THIS

PROJECT. THE OWNER OR OTHERS CANNOT DUPLICATE, DISCLOSE, OR

OTHERWISE USE THE DOCUMENTS PROVIDED UNDER THE AGREEMENT

OF THIS PROJECT FOR ADDITIONS TO THIS PROJECT, COMPLETION OF

THIS PROJECT BY OTHERS, OR FOR OTHER PROJECTS UNLESS GIVEN

WRITTEN PERMISSION FROM THE AUTHOR, HEATHER BURTON, AIA.

STATE PROJECT INFO:

CAMPUS GATEWAYS

McNEESE STATE UNIVERSITY

LAKE CHARLES, LOUISIANA

PROJECT NO.: 19-627-21-01, F.19002583 &

01-107-05B-13, F.01004545 (SUPPLEMENT)

CONSTRUCTION DOCUMENTS

0/

/2

9:

:2

A M

E102

DC

2026.02.13

CAMPUS GATEWAYS 03 & 05 -

ELECTRICAL PLANS

C A

M P

U S

G A

T E

W A

Y S

M cN

E E

S E

C A

M P

U S

LA

K

E C

H A

R

LE

S

LA

M c

N E

E S

E S

T A

T E

U N

IV

E

R S

IT

Y

N O

R T

H

N O

R T

H

SCALE: 3/32" = 1'-0"1

CAMPUS GATEWAY 03 - ELECTRICAL PLAN

N O

R T

H

SCALE: 1/4" = 1'-0"3

CAMPUS GATEWAY 03 ELEVATION

SCALE: 3/32" = 1'-0"2

CAMPUS GATEWAY 05 - ELECTRICAL PLAN

SCALE: 1/4" = 1'-0"4

CAMPUS GATEWAY 05 ELEVATION

IN-GRADE LIGHT FIXTURE MOUNTED WITHIN

CONCRETE APRON.

INTERNALLY ILLUMINATED LETTERS FURNISHED

AND INSTALLED BY OTHERS.

INTERNALLY ILLUMINATED SIGN FURNISHED AND

INSTALLED BY OTHERS.

FLUSH-MOUNTED JUNCTION BOX (MOUNTED

BEHIND SIGN) TO HOUSE POWER SUPPLIES

ASSOCIATED WITH THE INTERNALLY ILLUMINATED

SIGN/LETTERS AS WELL AS THE POWER SUPPY

FOR FIXTURE TYPE “T2”. CONTRACTOR SHALL

COORIDNATE WITH SIGN VENDOR TO VERIFY

FINAL DIMENSIONS OF BOX.

3/4” CONDUIT WITH 3#12.

IP68, IN-GRADE ENCLOSURE FOR FIXTURE TYPE

“T1” POWER SUPPLIES. TOP SHALL BE MOUNTED

FLUSH WITH FINISHED GRADE. INSTALL PER

MANUFACTURER’S INSTRUCTIONS TO

ENSURE WATERTIGHT SEAL.

3/4” CONDUIT WITH LOW VOLTAGE (24V) 12 AWG

CABLE PER MANUFACTURER’S REQUIREMENTS

BETWEEN POWER SUPPLIES AND FIXTURE “T1”

RUNS.

1/2” CONDUIT OR MC CABLE WITH 3#12 ROUTED

CONCEALED WITHIN ARCH FOR FIXTURES TYPE

“A”.

INSTALL GALVANIZED RIGID STEEL CONDUIT

EXPOSED FOR ENTRY INTO EXISTING LIGHT POLE.

FURNISH AND INSTALL PHOTOCELL ON POLE FOR

CONTROL OF GATEWAY LIGHTING.

LED WALL MOUNTED LIGHT FIXTURE.

3/4" CONDUIT 2#10, 1#10 TO A 20/1 CIRCUIT

BREAKER IN EXISTING PANEL "HA" (277V). CIRCUIT

VIA EXISTING LIGHTING CONTROL RELAY PANEL

VIA EXISTING PULL BOX, FOR IN-GRADE AND

ACCENT LIGHTING. REFER TO E100 ELECTRICAL

SITE PLAN.

3/4" CONDUIT 2#10, 1#10 TO A 20/1 CIRCUIT

BREAKER IN EXISTING PANEL "HA" (277V). CIRCUIT

VIA EXISTING LIGHTING CONTROL RELAY PANEL

VIA EXISTING PULL BOX, FOR BACKLIT SIGNAGE

AND LETTERING. REFER TO E100 ELECTRICAL SITE

PLAN.

FLEXIBLE LED ENCAPSULATED FIXTURE

CONCEALED WITHIN NICHE ALONG ARCH CURVE.

COORDINATE MOUNTING DETAILS WITH

ARCHITECT.

ELECTRICAL NOTES:

1 Seq. 1 - ADD NO. 1 10/16/26

E

S D

E V

A L

L D

R

IV

E

L E

S D

E V

A L

L D

R

IV

E

EAST McNEESE STREET

EXIST STREET

SIGNS

EXIST UTILITY POLE

CONC

SIDEW

ALK

R .O

.W

R.O.W.R.O.W.

C O

N C

S

ID

E W

A

LK

EXIST ACCESS HATCH

CONC SIDEWALK

R.O .W

EXIST STOP

SIGN

CONCRETE SIDEWALK

ROAD R/W

ASPHALT PARKING LOT

HEDGE

H E

D G

E

WEST GATEWAY PILLAR EAST GATEWAY PILLAR

E103

BORE UNDER

EXISTING ROADWAY

ELEV

0' - 0"

4-A4-B

T2T2

F F F F F F

4" (TYPICAL)

N

PROFESSIONAL ENGINEER

DAVID CARROLL

IR

IR

E

EL CT EAC IG NNEL

IN

E

E

REGISTERED

REG. NO. 41691

TS

AT

OFO L

AIU S I

GN

A

2740 RUE DE JARDIN, SUITE 400

LAKE CHARLES, LOUISIANA 70605

OFFICE: 337.419.0008

COHESION ARCHITECTURE

HEATHER BURTON, AIA

DATE ISSUED:

PROJECT MANAGER:

REVISIONS

COHESION ARCHITECTURE, LLC

C COPYRIGHT 2026

A

B

C

D

PROJECT NUMBER:

2 3 4 5

THE DOCUMENTS, DRAWINGS, AND SPECIFICATIONS CREATED BY THE

ARCHITECT FOR THIS PROJECT ARE INSTRUMENTS OF SERVICES

PROTECTED BY COPYRIGHT LAW AND SHALL RETAIN ALL COMMON LAW,

STATUTORY, AND OTHER RESERVED RIGHTS. THESE DOCUMENTS ARE

PROVIDED SOLELY FOR THE OWNER'S USE AND OCCUPATION OF THIS

PROJECT. THE OWNER OR OTHERS CANNOT DUPLICATE, DISCLOSE, OR

OTHERWISE USE THE DOCUMENTS PROVIDED UNDER THE AGREEMENT

OF THIS PROJECT FOR ADDITIONS TO THIS PROJECT, COMPLETION OF

THIS PROJECT BY OTHERS, OR FOR OTHER PROJECTS UNLESS GIVEN

WRITTEN PERMISSION FROM THE AUTHOR, HEATHER BURTON, AIA.

STATE PROJECT INFO:

CAMPUS GATEWAYS

McNEESE STATE UNIVERSITY

LAKE CHARLES, LOUISIANA

PROJECT NO.: 19-627-21-01, F.19002583 &

01-107-05B-13, F.01004545 (SUPPLEMENT)

CONSTRUCTION DOCUMENTS

0/

/2

9:

:2

A M

E103

DC

2026.02.13

CAMPUS GATEWAY 04 -

ELECTRICAL PLANS

C A

M P

U S

G A

T E

W A

Y S

M cN

E E

S E

C A

M P

U S

LA

K

E C

H A

R

LE

S

LA

M c

N E

E S

E S

T A

T E

U N

IV

E

R S

IT

Y

N O

R T

H

SCALE: 1/16" = 1'-0"1

CAMPUS GATEWAY 04 - ELECTRICAL PLAN

SCALE: 1/4" = 1'-0"2

CAMPUS GATEWAY 04 ELEVATION N

O R

T H

IN-GRADE LIGHT FIXTURE MOUNTED WITHIN CONCRETE APRON.

INTERNALLY ILLUMINATED SIGN FURNISHED AND INSTALLED BY

OTHERS.

INTERNALLY ILLUMINATED LETTERS FURNISHED AND INSTALLED BY

OTHERS.

FLUSH-MOUNTED JUNCTION BOX (MOUNTED BEHIND SIGN) TO

HOUSE POWER SUPPLIES ASSOCIATED WITH THE INTERNALLY

ILLUMINATED SIGN/LETTERS AS WELL AS THE POWER SUPPLY FOR

FIXTURE TYPE “T2”. CONTRACTOR SHALL COORDINATE WITH SIGN

VENDOR TO VERIFY FINAL DIMENSIONS OF BOX.

3/4" CONDUIT 2#10, 1#10 TO A 20/1 CIRCUIT BREAKER IN EXISTING

PANEL "A" (120V). CIRCUIT VIA EXISTING PULL BOX, FOR IN-GRADE

AND ACCENT LIGHTING. PROVIDE AND CIRCUIT VIA 4-POLE

LIGHTING CONTACTOR. CONTROL WITH ASTRONOMICAL

TIMECLOCK WITH BATTERY BACKUP AND PHOTOCELL. PHOTOCELL

"ON" TIMECLOCK "OFF". REFER TO E100 ELECTRICAL SITE PLAN.

3/4" CONDUIT 2#10, 1#10 TO A 20/1 CIRCUIT BREAKER IN EXISTING

PANEL "A" (120V). CIRCUIT VIA EXISTING PULL BOX, FOR BACKLIT

SIGNAGE AND LETTERING. PROVIDE AND CIRCUIT VIA 4-POLE

LIGHTING CONTACTOR. CONTROL WITH ASTRONOMICAL

TIMECLOCK WITH BATTERY BACKUP AND PHOTOCELL. PHOTOCELL

"ON" TIMECLOCK "OFF". REFER TO E100 ELECTRICAL SITE PLAN.

ELECTRICAL NOTES:

1 Seq. 1 - ADD NO. 1 10/16/26