Addendum No. 1 - 2026.09.11.pdf

Pre-Bid Addendum No. 1

Addendum Date: September 11, 2026

Project Name: New Fairfield Consolidated Bus Lot

JCJ Project Number: H1907900

The work shall be carried out in accordance with the following supplemental instructions and in accordance with the Contract Documents.

Electrical Drawings:

Drawing ES-100

− Revise layout, circuiting and designations of site lighting poles and fixtures to reflect latest landscape plan.

Drawing E-300

− Revise site lighting pole specifications to reflect scope as coordinated with Landscape.

Specifications:

Specification Section 000010 – Table of Contents

− Update to use the correct spec section number for “Summary of Work” from 011200 to 011000.

Specification Section 001524 - Supplementary Conditions

- Correct the footer in “Supplementary Conditions” to read the correct section number 001524 to match the table of contents

Specification Section 004200 – Bid Form

− Provide Bid Form that was missing

Attachments:

− Bid RFI Log

− Drawing ES-100

− Drawing E-300

− Specification Section 000010 – Table of Contents

− Specification Section 001524 - Supplementary Conditions

− Specification Section 004200 – Bid Form

Prebid RFI # Date

Ref: Drawing / Spec

Section Question

Date

Answered Response

1 9/8/2026 Please provide the geotechnical report for the project. 9/14/2026 A geotechnical report is not available. Note on S-000 indicates an assumed bearing pressure to be verified in the field.

2 9/8/2026 Please confirm whether the Bus Building is included in the scope of work under this contract. 9/14/2026 Yes, the bus building is included in the scope of work

3 9/8/2026 Please identify the designated area for construction equipment storage and staging during the course of the work.

9/14/2026

Staging area is assumed to be within the construction limits shown on the drawings. The exact location to to be determined by the contractor.

4 9/10/2026 LL-101, ES-100, E-300

LL101 and ES100 appear to show (2) sets of site lighting where in some cases the lights are very close to each other. Are we installing both sets of site lighting?

9/14/2026 See updated Drawings ES-100 and E-300. These have been updated to coordinate with LL-101

New Fairfield - Bus Lot

New Fairfield, CT.

BIDDERS' PREBID REQUESTS FOR INFORMATION (PREBID RFIs)

September 2026

WOODED

AREA

WOODED

AREA

WOODED

AREA

WOODED

AREA

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AREA

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BALL POND ROAD

STOP

4 2

4 2

4 2

4 2

L L SL-A SL-A

SL-B

SL-B

SL-ASL-A

E1

E2

E3

E5

SL-B

SL-D

SL-DSL-D

SL-A

E5

SL-C

SL-B

SL-C

E6

GENERAL SITE ELECTRICAL NOTES

1. REFER TO DRAWING E-100 FOR SYMBOLS LIST.

2. COORDINATE SITE LIGHTING LOCATIONS WITH SITE LANDSCAPING PLANS.

3. REFER TO DRAWING ES-200 FOR SITE ELECTRICAL DETAILS.

4. REFER TO E-300 FOR LIGHT FIXTURE AND SITE POLE SCHEDULES.

5. WHERE UNDERGROUND UTILITIES ARE LIKELY TO BE ENCOUNTERED THE CONTRACTOR SHALL

EXCAVATE BY HAND.

6. REFER TO LANDSCAPE & CIVIL SITE PLANS FOR FINAL LOCATIONS OF LIGHTING FIXTURES, FLAGPOLES AND OTHER SITE UTILITIES.

7. PROVIDE CONDUIT PLUGS WITH 1/4" NYLON DRAG LINE ATTACHED IN ALL EMPTY CONDUITS.

8. EXISTING OVERHEAD UTILITIES NOT SHOWN. COORDINATE WITH UTILITY COMPANY AS

REQUIRED.

THE CONTRACTOR IS TO BE FULLY RESPONSIBLE FOR CONTACTING THE LOCAL CABLE TELEVISION

COMPANY, POWER COMPANY, TELEPHONE COMPANY, GAS COMPANY, WATER AND SEWER

COMPANY AND ANY OTHER UTILITY COMPANY WITHIN THE AREA PRIOR TO PROCEEDING WITH ANY EXCAVATION. BY LAW, THE CONTRACTOR IS REQUIRED TO CALL BEFORE DOING ANY EXCAVATION, DIGGING HOLES OR DRIVING POSTS REGARDLESS OF WHETHER IT IS WITHIN THE STREET LINE OR ON PRIVATE PROPERTY. OBTAIN INFORMATION REGARDING THE EXISTENCE AND LOCATION OF ANY

UNDERGROUND FACILITIES BY CALLING 811.

UNDERGROUND UTILITY NOTE

1. PITCH ALL UNDERGROUND CONDUITS SUCH THAT THEY ARE ANGLED DOWNWARDS AWAY

FROM THE BUILDING. CONDUITS SHALL NOT BE PITCHED DOWNWARDS TOWARD THE BUILDING,

ALLOWING GROUND WATER TO ENTER BUILDING.

2. PROVIDE FOAM SEALANT FOR ALL ACTIVE ELECTRIC CONDUITS CONTAINING CONDUCTORS,

EQUAL TO POLYWATER FST. LOCATE AT INTERIOR END OF EACH ACTIVE CONDUIT (AT

EXTERIOR ENCLOSURE AND WHERE CONDUIT TERMINATES IN BUILDING). FOR SPARE

CONDUITS WITHOUT CONDUCTORS, PROVIDE CAP AT EACH END.

3. ALL CONDUITS (ACTIVE AND SPARE) SHALL SWEEP UPWARD A MINIMUM OF 12” ABOVE THE

BASE OF HANDHOLES OR OTHER EXTERIOR STRUCTURES.

4. COORDINATE SWEEP AT TRANSFORMER PADS WITH UTILITY COMPANY DETAILS AND

STANDARDS.

WATER PREVENTION MEASURES

ELECTRICAL SITE UTILITY KEYNOTES

TERMINATE CONDUITS AT UTILITY POLE FOLLOWING EVERSOURCE STANDARDS. POLE

MOUNTED UTILITY TRANSFORMER PROVIDED BY EVERSOURCE.

E1

E2

E3

E4

SECONDARY ELECTRICAL SERVICE: PROVIDED UNDERGROUND CONDUITS AND CONDUCTORS

PER ELECTRICAL RISER DIAGRAM. REFER TO ELECTRICAL SITE DETAILS FOR TRENCHING

DETAIL.

E5

MAIN TELECOMMUNICATIONS SERVICE: REFER TO TELECOM RISER DIAGRAM FOR

ADDITIONAL INFORMATION.

MAIN TELECOMMUNICATIONS SERVICE: REFER TO TELECOM RISER DIAGRAM FOR

ADDITIONAL INFORMATION.

NEW SITE LIGHTING SHALL BE POWERED VIA 2#10+1#10G,1"C. TO EXISTING CIRCUIT

SERVING EXISTING SITE LIGHTING. INTERCEPT EXISTING CIRCUIT WIRING AND PROVIDE

HANDHOLE ON SITE AS REQUIRED.

E5 LOCATION OF EXISTING SITE POLE BEING REPLACED AS PART OF NEW WORK. NEW SITE

LIGHTING SHALL BE POWERED VIA 2#10+1#10G,1"C. TO EXISTING CIRCUIT SERVING

EXISTING SITE LIGHTING. INTERCEPT EXISTING CIRCUIT WIRING AND PROVIDE HANDHOLE

ON SITE AS REQUIRED.

2025 JCJ Architecturec

SCALE

DRAWN

ISSUE

JOB

CONSULTANT:

120 HUYSHOPE AVENUE

SUITE 400

HARTFORD, CT 06106

860.247.9226

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As indicated

CONSOLIDATED

BUS LOT

302 BALL POND ROAD

NEW FAIRFIELD, CT 06812

ELECTRICAL SITE UTILITY

PLAN

ES-100

BID SET

06/25/2026

JCJ PROJECT NUMBER

Author

ISSUE DATE

DL [WHO]PIC [WHO]

DTL [WHO]PM [WHO]

r1 v

1" = 40'-0"

ELECTRICAL SITE PLAN

2026/09/11 ADDENDUM #1

LIGHTING FIXTURE SCHEDULE

TYPE

BASIS OF DESIGN

MANUFACTURER / MODEL

VOLTAGE SOURCE FIXTURE DESCRIPTION - BASIS OF DESIGN

A2

3553LM, 24W

3500K LED

UNV

COLUMBIA LIGHTING

LCAT22-35MLG-EDU

RECESSED 2X2 TROFFER WITH CENTER BASKET AND TWIN SIDE CURVED DIFFUSER DESIGN. FIXTURE SHALL HAVE STEEL HOUSING, EXTRUDED ACRYLIC LENSES, ACCESSIBILITY TO DRIVER AND LED BOARD FROM BELOW, 0-10V DIMMING, 80+ CRI, 60,00+ HR LED LIFE AND DLC LISTING. 4" FIXTURE DEPTH.

NOTES:

1. LIGHT FIXTURES IN THE SCHEDULE SHALL BE CONSIDERED BASIS OF DESIGN. EQUAL FIXTURE SUBSTITUTIONS ARE ACCEPTABLE FOR ALL FIXTURES IN THE LIGHTING FIXTURE

SCHEDULE, UNLESS INDICATED OTHERWISE. EQUAL FIXTURE APPROVAL SHALL BE AS JUDGED BY THE ENGINEER AND THE ARCHITECT. IN ADDITION TO THE REQUIREMENTS LISTED IN THE LIGHTING FIXTURE SCHEDULE AND IN THE SPECIFICATIONS, THE PROPOSED EQUAL FIXTURES SHALL:

A. BE THE SAME GENERAL SIZE, STYLE AND SHAPE, INCLUDING BUT NOT LIMITED TO LENS CONSTRUCTION AND SHADING.

B. BE OF EQUAL QUALITY CONSTRUCTION AND FINISH.

C. BE SUPPLIED WITH ALL REQUIRED ACCESSORIES TO MATCH THE SPECIFIED (BASIS OF DESIGN) FIXTURE.

D. PROVIDE THE SAME DISTRIBUTION, EFFICACY AND SOURCE LUMEN OUTPUT.

E. HAVE THE SAME LISTINGS AS THE BASIS OF DESIGN FIXTURE, INCLUDING DLC AND ENERGY STAR QUALIFICATIONS.

2. ALL FIXTURES SHALL BE UL LISTED.

3. ALL NECESSARY MOUNTING HARDWARE, HANGERS, BRACKETS, RAILS, YOKES, CANOPIES, STEMS, CHAINS, ROW JOINERS, ETC. SHALL BE FURNISHED AND INSTALLED.

4. REFER TO ARCHITECTURAL DRAWINGS FOR SPECIFIC DETAILS, ARRANGEMENT, MOUNTING HEIGHTS, SUSPENSION LENGTHS, CEILING CONSTRUCTION, ETC. ALL COLORS AND FINISHES

SHALL BE SELECTED BY ARCHITECT.

5. FIXTURES SHALL BE SEISMICALLY SUPPORTED AS REQUIRED BY THE APPLICABLE BUILDING CODE. FIXTURES SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE AND SHALL BE

INDEPENDENT OF DUCTS, PIPES, CEILINGS AND THEIR SUPPORTING MEMBERS. FIXTURES SHALL BE SUPPORTED WITH A MINIMUM OF 2 SUPPORTS.

6. WIRE EMERGENCY FIXTURES AND EXIT SIGNS AHEAD OF SWITCHED LEGS.

7. MINIMUM MOUNTING HEIGHT OF FIXTURES IN MECHANICAL AND ELECTRICAL SPACES IS 8'-6" AFF. COORDINATE MOUNTING HEIGHT IN FIELD WITH EQUIPMENT IN ROOM SUCH THAT

LIGHTING IS NOT OBSTRUCTED BY DUCTWORK, PIPING AND CONDUIT. PROVIDE NECESSARY CHAIN-MOUNTING HARDWARE TO SUSPEND FIXTURES WHERE REQUIRED.

8. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

9. WHERE EXIT SIGNS ARE SHOWN AS WALL MOUNTED ABOVE A DOOR, MOUNT SUCH THAT THE BOTTOM OF THE SIGN IS NO MORE THAN 3" ABOVE THE DOOR FRAME, UNLESS INDICATED

OTHERWISE ON PLANS.

A2E

3553LM, 24W

3500K LED

UNV

COLUMBIA LIGHTING

LCAT22-35MLG-EDU-ELL14ST

SAME AS TYPE 'A2' EXCEPT WITH EMERGENCY BATTERY PACK, 1400 LUMENS, SELF TEST

A4

4570LM, 30W

3500K LED

UNV

COLUMBIA LIGHTING

LCAT24-35LWG-EDU

A4E

4570LM, 30W

3500K LED

UNV

COLUMBIA LIGHTING

LCAT24-35LWG-EDU-ELL14ST

U4

4000LM, 30W

3500K LED

UNV

DAY-BRITE

FSS440L835-UNV-DIM

U4E UNV

SAME AS TYPE 'A4' EXCEPT WITH EMERGENCY BATTERY PACK, 1400 LUMENS, SELF TEST

RECESSED 2X4 TROFFER WITH CENTER BASKET AND TWIN SIDE CURVED DIFFUSER

DESIGN. FIXTURE SHALL HAVE STEEL HOUSING, EXTRUDED ACRYLIC LENSES,

ACCESSIBILITY TO DRIVER AND LED BOARD FROM BELOW, 0-10V DIMMING, 80+ CRI,

60,00+ HR LED LIFE AND DLC LISTING. 4" FIXTURE DEPTH.

4000LM, 30W

3500K LED

DAY-BRITE

FSS440L835-UNV-DIM-EMLED

4' UTILITY LED STRIP LIGHT FIXTURE; STEEL HOUSING AND END CAPS; FROSTED ACRYLIC LENS; HUNG FROM STRUCTURE - PROVIDE WITH ADJUSTABLE CABLE HANGER KIT (SEE NOTE 7); INTEGRAL DRIVER WITH 0-10V

DIMMING (1%) - L70 LUMEN MAINTENANCE METRIC AT 100,000 HOURS.

SAME AS TYPE 'U4' EXCEPT WITH FACTORY WIRED BODINE BSL310LP INTEGRAL EMERGENCY PACK.

NOMINAL 1100LM

XH

X1H

UNV LED

EVENLITE

TRE-MA-AC-G

EDGE-LIT EXIT SIGN WITH GREEN LETTERING AND INTERNATIONAL SYMBOL OF ACCESSIBILITY, "XH"=WALL

MOUNT, "X1H"=CEILING MOUNT SINGLE FACE. FIELD INSTALLED CHEVRONS PER PLANS.

SW1E 120V

2468LM, 20W

4000K LED

HUBBELL "GEOPAK" SERIES 1

TRP1-24L20-4K7-4W-120-COLOR-EH

DIE-CAST ALUMINUM WALL MOUNTED LED TRAPEZOID FIXTURE, TYPE 4 DISTRIBUTION, 0-10V DIMMING

DRIVER,BATTERY PACK (-30 DEGREE CELSISUS) WITH HEATER

SL-A

SL-B

UNV (2) 106.5W

SITE LIGHTING POLE WITH DOUBLE

FIXTURE HEAD, BY OTHERS

REFER TO LANDSCAPE DRAWING LL101 FOR POLE AND FIXTURE SPECIFICATION. FURNISHED BY LANDSCAPE, POWERED BY DIV 26.

SL-C

SL-D

UNV (1) 106.5W

SITE LIGHTING POLE WITH SINGLE

FIXTURE HEAD, BY OTHERS

REFER TO LANDSCAPE DRAWING LL101 FOR POLE AND FIXTURE SPECIFICATION. FURNISHED BY LANDSCAPE, POWERED BY DIV 26.

LOAD

HP PH VOLT

REMARKS

MCA

MOTOR / EQUIPMENT CIRCUIT SCHEDULE

KW

OCPD PANEL WIRING

LOCAL

DISC. SW

GENERAL NOTES:

1. DISCONNECT SWITCHES SHALL BE HEAVY-DUTY TYPE AND SHALL BE LOCATED AT EQUIPMENT

LOCATION UNLESS OTHERWISE NOTED.

2. ABBREVIATIONS:

• MAN: MANUAL STARTER (TOGGLE SWITCH WITH THERMAL OVERLOADS)

• FVNR: COMBINATION FULL VOLTAGE NON-REVERSING STARTER/ DISCONNECT SWITCH

• VFD: VARIABLE FREQUENCY DRIVE, FURNISHED BY DIV. 23, WIRED BY DIV. 26. PROVIDE POWER

WIRING FROM SOURCE PANELBOARD TO VFD AND FROM VFD TO MOTOR(S). COORDINATE EXACT

LOCATION IN FIELD WITH DIV.23.

• DIV.21: EQUIPMENT FURNISHED BY DIVISION 21 FIRE PROTECTION CONTRACTOR

• DIV.22: EQUIPMENT FURNISHED BY DIVISION 22 PLUMBING CONTRACTOR

• DIV.23: EQUIPMENT FURNISHED BY DIVISION 23 HVAC CONTRACTOR

• SPC: SINGLE POINT CONNECTION (STARTERS INTEGRAL TO EQUIPMENT). COORDINATE EXACT

POINT OF CONNECTION IN FIELD.

3. OVERCURRENT PROTECTION DEVICES (OCPD) SHALL BE MOLDED CASE CIRCUIT BREAKERS UNLESS

NOTED WITH AN "F" FOR FUSE.

4. DISCONNECT SWITCHES AND STARTERS SHALL BE NEMA 3R RATED WHEN LOCATED OUTSIDE.

5. REFER TO PANEL SCHEDULES FOR SOURCE PANEL/ CIRCUIT INFORMATION.

6. REFER TO ELECTRICAL AND MECHANICAL PLANS FOR EXACT LOCATIONS OF EQUIPMENT.

7. STARTERS SHALL BE SQUARE D CLASS 8536 OR APPROVED EQUAL.

REFERENCED REMARKS:

1. REFER TO FLOOR PLANS FOR CIRCUITING. ALL UNITS INDICATED ON PLANS SHALL BE DAISY-CHAINED

TOGETHER. PROVIDE SEPARATE DISCONNECT SWITCH FOR EACH UNIT ON CIRCUIT.

2. CONDENSATE PUMP FOR AC/ FAN COIL UNIT SHALL BE FURNISHED/INSTALLED BY DIV.23. ELECTRICAL

CONTRACTOR SHALL PROVIDE HARDWIRED CONNECTION TO PUMP VIA SAME CIRCUIT AS AC/ FAN COIL

UNIT. PROVIDE MOTOR RATED TOGGLE SWITCH AT PUMP FOR DISCONNECTING MEANS.

3. CONDENSATE PUMP FOR AC/ FAN COIL UNIT SHALL BE FURNISHED/INSTALLED BY DIV.23. ELECTRICAL CONTRACTOR SHALL PROVIDE DUPLEX RECEPTACLE FOR PUMP, POWERED VIA LOCAL UNSWITCHED

RECEPTACLE CIRCUIT. COORDINATE EXACT LOCATION WITH DIV.23.

4. PROVIDE POWER WIRING FROM SOURCE PANELBOARD TO OUTDOOR UNIT. PROVIDE INTERCONNECT WIRING IN 3/4"C. FROM OUTDOOR UNIT TO INDOOR UNIT. WIRE SIZE AND TYPE SHALL BE PER MANUFACTURER'S REQUIREMENTS. PROVIDE SEPARATE DISCONNECT SWITCH FOR EACH OF THE TWO

UNITS.

EQUIPMENT

MOTOR STARTER

SIZE TYPE LOCATION

1 208- -1625A-2P PBL 30A-2P 2#10, #10G, 3/4"C SEE REMARKS 2,4ACCU-1 / AC-1 SPC- AT UNIT

1 120.5 --PBLEF-1 SPC- AT UNIT20A-1P MAN 2#12, #12G, 3/4"C

1 120- 1.512.5PBLECUH-1 SPC- AT UNIT20A-1P MAN 2#12, #12G, 3/4"C

1 240- 1-20A-2P PBL MAN 2#12, #12G, 3/4"CEBB-1 SPC- AT UNIT

1 120- 3.5-30A-1P PBL 30A-1PWH-1 SPC- AT UNIT 2#10, #10G, 3/4"C

1 120- 1.4-20A-1P PBL MANWH-2 SPC- AT UNIT 2#12, #12G, 3/4"C

TECHNOLOGY DEVICE SCHEDULE

GENERAL NOTES:

1. ALL CONDUITS SHALL STUB UP TO NEAREST ACCESSIBLE CEILING, UNLESS NOTED OTHERWISE ON PLANS. PROVIDE BUSHINGS FOR ALL CONDUITS. WHERE DEVICES ARE LOCATED BELOW A

WINDOW OR STOREFRONT STRUCTURE, CONDUITS SHALL RUN HORIZONTAL TO ACCESSIBLE WALL BEFORE STUBBING UP.

2. COORDINATE EXACT MOUNTING HEIGHT AND LOCATION OF DEVICES WITH ARCHITECTURAL ELEVATIONS PRIOR TO ROUGH-IN.

3. ALL FINISHES, COLORS AND COVER MATERIALS SHALL BE SELECTED BY ARCHITECT.

4. WHERE BACKBOXES ARE LOCATED IN A FIRE RATED WALL, PROVIDE FIRE RATED MOLDABLE PUTTY AROUND BOX, EQUAL TO 3M BARRIER MPP+

5. DATA CABLING SHALL BE ROUTED TO PATCH PANELS IN I.T. ROOMS INDICATED ON FLOOR PLANS. TERMINATE CABLING AT SPECIFIC PATCH PANELS INDICATED IN I.T. RACK ELEVATIONS.

6. CONTRACTOR SHALL LABEL EACH DEVICE TERMINATION POINT AND CORRESPONDING PATCH PANEL PORT WITH THE SAME, UNIQUE LABEL. REFER TO SPECIFICATIONS FOR MORE

INFORMATION. ALL LABELS SHALL BE FINALIZED WITH AND APPROVED BY OWNER'S I.T. STAFF PRIOR TO INSTALLATION.

7. PROVIDE ALL NECESSARY CONNECTORS, ADAPTERS, KEYSTONES, ATTACHMENTS AND OTHER ACCESSORIES REQUIRED FOR A COMPLETE AND OPERATIONAL SYSTEM.

8. TERMINATE ALL STRUCTURED CABLING CABLES IN RJ45 CONNECTORS UNLESS OTHERWISE NOTED.

(X)

SYMBOL DESCRIPTION CONDUIT/ BACKBOX CABLING NOTES

DATA OUTLET 2-GANG BOX @ 18" AFF WITH 1-GANG MUD RING AND 1-1/4"C. STUBBED

ABOVE ACCESSIBLE CEILING

(X) CAT.6 CABLES TO DATA PATCH PANEL

(IF NOT TAGGED, PROVIDE 2 CABLES)

SUBSCRIPT "a" = 6" ABOVE COUNTER

(X,Y) COMBINATION OUTLET 2-GANG BOX @ 18" AFF WITH 1-GANG MUD RING AND 1-1/4"C. STUBBED

ABOVE ACCESSIBLE CEILING

(X) CAT.6 CABLES TO DATA PATCH PANEL

(Y) CAT.6 CABLES TO VOIP PATCH PANEL

(IF NOT TAGGED, PROVIDE 1 OF EACH)

WALL PHONE 2-GANG BOX @ 48" AFF WITH 1-GANG MUD RING AND 3/4"C. STUBBED

ABOVE ACCESSIBLE CEILING

(1) CAT.6 CABLE TO VOIP PATCH PANEL PROVIDE WITH STAINLESS STEEL RECESSED WALL PLATE FOR

PHONE

OUTLET FOR

WIRELESS ACCESS

POINT (CEILING)

2-GANG BACKBOX FLUSHED INTO CEILING. WHEN MOUNTED IN ACT CEILING

PROVIDE TILE BRIDGE FOR SUPPORT. IN AREAS WITHOUT CEILING, BOX

SHALL BE SURFACE MOUNTED TO STRUCTURE.

(2) CAT.6 CABLES TO WIRELESS ACCESS

PATCH PANEL

TERMINATE AT TWO-PORT SURFACE BOX WITHIN BACKBOX, EQUAL

TO SIEMON MX-SM2

EXTERIOR IP VIDEO

SURVEILLANCE

CAMERA LOCATION

CABLING BY OWNER. IP CAMERA PROVIDED BY OWNER. ROVIDE (1) 1"C UP TO ABOVE

ACCESSIBLE CEILING (WHERE APPLICABLE). PROVIDE WITH

INSULATING BUSHING AT END. PROVIDE 1" CONDUIT SLEEVE

PENETRATING THROUGH EXTERIOR WALL. PROVIDE WATERPROOF

SEALANT AT PENETRATION.

WEATHERPROOF 4"X4" ELECTRICAL BOX FLUSHED INTO EXTERIOR WALL.

PROVIDE WITH MUD RING FOR MOUNTING OF OWNER PROVIDED CAMERA.

E1

AP

FEEDER LINE TYPES

FEEDER CONCEALED IN WALLS

AND ABOVE CEILINGS

FEEDER INSTALLED UNDERSLAB

AND/OR UNDERGROUND

TWO-HOUR RATED MINERAL

INSULATED FEEDER

EXISTING FEEDER TO REMAIN

ELECTRICAL RISER DIAGRAM KEY NOTES

PROVIDE 200A, 120/240V, 1-PHASE, 3-WIRE, SELF-CONTAINED, COLD SEQUENCE, EVERSOURCE APPROVED, COMBINATION METER/MAIN SERVICE EQUIPMENT, NEMA 3R, WITH 150A MAIN CIRCUIT

BREAKER. EXACT METERING CONFIGURATION AND INSTALLATION SHALL BE PER EVERSOURCE

STANDARDS AND REQUIREMENTS

E1

POLE-MOUNTED UTILITY TRANSFORMER BY EVERSOURCE, PER UTILITY COMPANY REQUIREMENTS.

E2

(1) SETS OF 3#350KCMIL IN

(1)-3"C. + (1)-3"C. SPARE

M

PBL

FIRST FLOOR

A

150A E1

TX E2

UTILITY PRIMARY NETWORK BY EVERSOURCE.

GROUNDING ELECTRODE SYSTEM PER SERVICE GROUNDING DETAIL.

E3

E3

E4

E4

3#350KCMIL & 1#4G

IN (1) 3"C.

1 1/4"2#3 & 1#8G10

1 1/4"2#3 & 1#8G9

1 1/4"2#4 & 1#8G8

1 1/4"2#4 & 1#8G7

1"2#6 & 1#10G6

1"2#8 & 1#10G5

1"2#8 & 1#10G4.5

1"2#8 & 1#10G4

1"2#8 & 1#10G3.5

3/4"2#10 & 1#10G3

3/4"2#10 & 1#10G2.5

3/4"2#12 & 1#12G2

3/4"2#12 & 1#12G1

CONDUIT

SIZE

CONDUCTORS (1 PH, 2W)

WITH GROUND

CIRCUIT

SYMBOL

SINGLE PHASE ELECTRICAL FEEDER SCHEDULE

NOTES:

1. CONDUIT SIZES ARE BASED ON THE NEC ANNEX C TABLES FOR EMT/SCH.40 WITH THHN/THWN

CONDUCTORS.

CONDUCTOR SIZES USED IN CONDUIT CALCULATION ARE BASED ON THE SIZE OF THE HOT

CONDUCTORS OF CIRCUIT. EXAMPLE: 40A 3PH, 4W CONDUIT SIZE IS BASED ON 4#8 + 1#8G + 1#8

'SPACE'. FOR ACTUAL WIRE INSTALL USE QUANTITY AND SIZES WITHIN SCHEDULE.

2. UNLESS OTHERWISE INDICATED, CONDUCTOR SIZING SHALL MATCH THE SIZE INDICATED

ABOVE FOR THE APPLICABLE OVERCURRENT DEVICE. PROVIDE LARGER CIRCUIT WHERE

INDICATED.

3. PROVIDE MINIMUM SIZE CONDUIT INDICATED IN THE SPECIFICATIONS OR ON THE DRAWINGS.

4. FOR SINGLE PHASE FEEDERS, PROVIDE A 3-WIRE CIRCUIT UNLESS DEVICE SERVED DOES NOT

HAVE PROVISIONS FOR A NEUTRAL. FOR THREE PHASE FEEDERS, PROVIDE A 4-WIRE CIRCUIT

UNLESS DEVICE SERVED DOES NOT HAVE PROVISIONS FOR A NEUTRAL.

5. PROVIDE TYPE OF RACEWAY OR CABLE AS INDICATED IN THE SPECIFICATIONS OR ON THE

DRAWINGS.

6. REFER TO PANELBOARD SCHEDULES AND ONE-LINE RISER DIAGRAM DRAWINGS FOR

CONDUCTOR AND CONDUIT SIZE REQUIREMENTS.

7. ALL CONDUCTOR SIZES ARE BASED ON 75°C (167°F), ALL EQUIPMENT CONNECTED TO WIRES

SHALL BE RATED OR 75°C (167°F)

8. 600 KCMIL CONDUCTORS SHALL BE PROVIDED WITH MAC ADAPTERS AS REQUIRED TO

COORDINATE WITH BREAKER LUG SIZES.

9. THIS SCHEDULE DOES NOT INCLUDE CONDUCTOR INCREASE IN SIZE DUE TO VOLTAGE DROP.

CONTRACTOR IS RESPONSIBLE TO MEASURE OR ESTIMATE THE ROUTING PRIOR TO ANY

INSTALLATION AND MEET THE MAXIMUM VOLTAGE DROP REQUIREMENTS. (2% VOLTAGE DROP

FOR FEEDERS AND 3% VOLTAGE DROP FOR BRANCH CIRCUITS.)

COPPER CONDUCTORS

3#1/0 & 1#6G

3"3#350KCMIL & 1#4G

3"3#250KCMIL & 1#4G

2 1/2"3#4/0 & 1#4G

2"3#3/0 & 1#6G

2"3#2/0 & 1#6G

2"

1 1/2"3#1 & 1#6G

1 1/4"3#2 & 1#6G

1 1/4"3#3 & 1#8G

1 1/4"3#3 & 1#8G

1 1/4"3#4 & 1#8G

1 1/4"3#4 & 1#8G

1"3#6 & 1#10G

1"3#8 & 1#10G

1"3#8 & 1#10G

1"3#8 & 1#10G

1"3#8 & 1#10G

3/4"3#10 & 1#10G

3/4"3#10 & 1#10G

3/4"3#12 & 1#12G

3/4"3#12 & 1#12G

CONDUCTORS (1 PH, 3

WIRE) WITH GROUND

CONDUIT

SIZE

2025 JCJ Architecturec

SCALE

DRAWN

ISSUE

JOB

CONSULTANT:

120 HUYSHOPE AVENUE

SUITE 400

HARTFORD, CT 06106

860.247.9226

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NTS

CONSOLIDATED

BUS LOT

302 BALL POND ROAD

NEW FAIRFIELD, CT 06812

ELECTRICAL SCHEDULES

AND DIAGRAMS

E-300

BID SET

06/25/2026

JCJ PROJECT NUMBER

Author

ISSUE DATE

DL [WHO]PIC [WHO]

DTL [WHO]PM [WHO]

r1 v

Notes: Total Amps: 97.58 A

Total Load: 23.42 kVA

Phase Amps: 120.7 A 74.4 A

Plase Load: 14.49 kVA 8.93 kVA

41 SPACE -- 1 -- -- 1 -- SPACE 42

39 SPACE -- 1 -- -- 1 -- SPACE 40

37 SPACE -- 1 -- -- 1 -- SPACE 38

35 SPACE -- 1 -- -- 1 -- SPACE 36

33 SPACE -- 1 -- -- 1 -- SPACE 34

31 SPACE -- 1 -- -- 1 -- SPACE 32

29 SPACE -- 1 -- -- 1 -- SPACE 30

27 SPARE 20 A 1 0.00 0.00 1 20 A SPARE 28

25 SPARE 20 A 1 0.00 0.00 1 20 A SPARE 26

23 SPARE 20 A 1 0.00 0.00 1 20 A SPARE 24

21 -- -- -- 0.50 0.00 1 20 A SPARE 22

19 EBB-1 - BUS OFFICE 701 20 A 2 0.50 0.00 1 20 A SPARE 20

17 LTG - INTERIOR 20 A 1 0.65 1.20 1 20 A REF - 701 *GFI BKR* 18

15 RCPT - EXTERIOR 20 A 1 0.36 0.08 1 20 A LTG - EXT WALLPACK 16

13 RCPT - BUS OFFICE 701 20 A 1 1.26 0.36 1 20 A RCPT - IT RACK MECH 703 14

11 ECUH-1 - TOILET 704 20 A 1 0.12 0.54 1 20 A RCPT - 702, 703, 704 12

9 ECUH-1 - MECH 703 20 A 1 1.50 1.50 1 20 A ECUH-1 - TOILET 702 10

7 -- -- -- 1.66 1.18 1 20 A EF-1 - TOILET 702 8

5 ACCU-1/AC-1 25 A 2 1.66 1.18 1 20 A EF-1 - TOILET 704 6

3 MICROWAVE - 701 20 A 1 1.20 3.50 1 30 A WH-1 - 702 4

1 WH-2 20 A 1 1.40 3.50 1 30 A WH-1 - 704 2

CKT Circuit Description Trip Poles

A B

Poles Trip Circuit Description CKT

Enclosure: Type 1 MCB Rating / MLO: 150A

Mounting: Surface Wires: 3 Bus Rating: 200 A

Supply From: Phases: 1 Bus Material: CU

Location: MECHANICAL 703 Volts: 120/240 A.I.C. Rating: 22 KAIC

Branch Panel: PBL

NTS

ELEC RISER DIAGRAM

UTILITY TX (POLE MOUNTED)

2026/09/11 ADDENDUM #1

CONSOLIDATED BUS LOT

302 BALL POND ROAD

NEW FAIRFIELD, CONNECTICUT

ISSUANCES:

Issued For 100% Bid Set: 06/25/26

Bidding Addendum 001 09/02/26

RESPONSIBLE DISCIPLINES:

JCJ - JCJ ARCHITECTURE (Architect of Record & Interior Design)

CES - CONSULTING ENGINEERING SURVICES (Mech / Elec / Plumb / FP / T)

LG - LANGAN (Site / Civil Engineer)

MHA - MICHAEL HORNTON ASSOCIATES, INC. (Structural Engineer)

TABLE OF CONTENTS

INTRODUCTORY INFORMATION

DOCUMENT NO. SECTION TITLE ISSUED BY ISSUE DATE

00 01 00 COVER PAGE JCJ 06/25/26

00 00 10 TABLE OF CONTENTS JCJ

- NEW

Form - “Digital Data Release”

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 11 16 INVITATION TO BID JCJ 06/25/26

00 15 24 SUPPLEMENTARY CONDITIONS JCJ 09/02/26

00 21 13 INSTRUCTION TO BIDDERS JCJ 06/25/26

00 42 00 BID FORM JCJ 09/02/26

00 73 43 CONNECTICUT PREVAILING WAGES RATES JCJ 06/25/26

00 75 00 GENERAL CONDITIONS A201 JCJ 06/25/26

00 80 00 STANDARD FORM AGREEMENT A101 JCJ 06/25/26

00 81 01 INSURANCE AND BONDS - A101 EXHIBIT A JCJ 06/25/26

SPECIFICATIONS GROUP:

DIVISION 01 - GENERAL REQUIREMENTS

SECTION NO. SECTION TITLE ISSUED BY ISSUE DATE

SUMMARY OF WORK JCJ 06/25/26

ALTERNATES JCJ 06/25/26

01 10 00

01 23 00

01 25 00 SUBSTITUTION PROCEDURES JCJ 06/25/26

Form - “Substitution Request During Bidding”

Form - “Substitution Request After Bidding”

01 26 00 CONTRACT MODIFICATION PROCEDURES JCJ 06/25/26

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NEW FAIRFIELD, CONNECTICUT

01 29 00 PAYMENT PROCEDURES JCJ 06/25/26

01 31 00 PROJECT MANAGEMENT AND COORDINATION JCJ 06/25/26

Form - “RFI Form”

01 32 33 PHOTOGRAPHIC DOCUMENTATION JCJ 06/25/26

01 33 00 SUBMITTAL PROCEDURES JCJ 06/25/26

Form - “Transmittal/Submittal Coversheet”

Form - “Submittal Routing Review Stamp Coversheet”

01 40 00 QUALITY REQUIREMENTS JCJ 06/25/26

01 42 00 REFERENCES JCJ 06/25/26

01 60 00 PRODUCT REQUIREMENTS JCJ 06/25/26

01 73 00 EXECUTION JCJ 06/25/26

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL JCJ 06/25/26

01 77 00 CLOSEOUT PROCEDURES JCJ 06/25/26

01 78 23 OPERATION AND MAINTENANCE DATA JCJ 06/25/26

01 78 39 PROJECT RECORD DOCUMENTS JCJ 06/25/26

01 79 00 DEMONSTRATION AND TRAINING JCJ 06/25/26

FACILITY CONSTRUCTION SUBGROUP:

DIVISION 02 - EXISTING CONDITIONS

SECTION NO. SECTION TITLE ISSUED BY ISSUE DATE

020100 PROTECTION OF EXISTING UTILITIES LG 06/25/26

022113 PROJECT SURVEYING AND LAYOUT LG 06/25/26

024113 SITE DEMOLITION LG 06/25/26

DIVISION 03 - CONCRETE

SECTION NO. SECTION TITLE ISSUED BY ISSUE DATE

03 01 30 MAINTENANCE OF CAST-IN-PLACE CONCRETE JCJ 06/25/26

03 05 10 CONCRETE MOISTURE VAPOR REDUCTION ADMIXTURE JCJ 06/25/26

03 30 00 CAST-IN-PLACE CONCRETE MHA 06/25/26

03 54 16 HYDRAULIC CEMENT UNDERLAYMENT JCJ 06/25/26

DIVISION 04 - MASONRY (Not Used)

DIVISION 05 - METALS

SECTION NO. SECTION TITLE ISSUED BY ISSUE DATE

05 50 00 METAL FABRICATIONS JCJ 06/25/26

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

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NEW FAIRFIELD, CONNECTICUT

SECTION NO. SECTION TITLE ISSUED BY ISSUE DATE

06 10 53 MISCELLANEOUS ROUGH CARPENTRY JCJ 06/25/26

06 16 00 SHEATHING JCJ 06/25/26

06 17 53 PRE-FABRICATED WOOD TRUSSES MHA 06/25/26

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

SECTION NO. SECTION TITLE ISSUED BY ISSUE DATE

07 21 00 THERMAL INSULATION JCJ 06/25/26

07 31 13 ASPHALT SHINGLES JCJ 06/25/26

07 46 46 FIBER-CEMENT SIDING JCJ 06/25/26

07 62 00 SHEET METAL FLASHING AND TRIM JCJ 06/25/26

07 71 00 ROOF SPECIALTIES JCJ 06/25/26

07 84 13 PENETRATION FIRESTOPPING JCJ 06/25/26

07 84 43 JOINT FIRESTOPPING JCJ 06/25/26

07 92 00 JOINT SEALANTS JCJ 06/25/26

07 92 19 ACOUSTICAL JOINT SEALANTS JCJ 06/25/26

DIVISION 08 - OPENINGS

SECTION NO. SECTION TITLE ISSUED BY ISSUE DATE

08 14 16 FLUSH WOOD DOORS JCJ 06/25/26

08 54 13 FIBERGLASS WINDOWS JCJ 06/25/26

08 71 00 DOOR HARDWARE JCJ 06/25/26

08 80 00 GLAZING JCJ 06/25/26

08 91 19 FIXED LOUVERS JCJ 06/25/26

DIVISION 09 - FINISHES

SECTION NO. SECTION TITLE ISSUED BY ISSUE DATE

09 22 16 NON-STRUCTURAL METAL FRAMING JCJ 06/25/26

09 29 00 GYPSUM BOARD JCJ 06/25/26

09 30 13 CERAMIC TILING JCJ 06/25/26

09 51 13 ACOUSTICAL PANEL CEILINGS JCJ 06/25/26

09 65 13 RESILIENT BASE AND ACCESSORIES JCJ 06/25/26

09 65 19 RESILIENT TILE FLOORING JCJ 06/25/26

09 91 13 EXTERIOR PAINTING JCJ 06/25/26

09 91 23 INTERIOR PAINTING JCJ 06/25/26

09 96 00 HIGH-PERFORMANCE COATINGS (MPI STANDARDS) JCJ 06/25/26

DIVISION 10 - SPECIALTIES

SECTION NO. SECTION TITLE ISSUED BY ISSUE DATE

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10 11 00 VISUAL DISPLAY UNITS JCJ 06/25/26

10 14 23.16 ROOM-IDENTIFICATION SIGNAGE JCJ 06/25/26

101453 TRAFFIC CONTROL SIGNAGE LG 06/25/26

10 28 00 TOILET, BATH, AND LAUNDRY ACCESSORIES JCJ 06/25/26

10 44 16 FIRE EXTINGUISHERS JCJ 06/25/26

DIVISION 11 - EQUIPMENT (Not Used)

DIVISION 12 - FURNISHINGS

SECTION NO. SECTION TITLE ISSUED BY ISSUE DATE

12 24 13 ROLLER WINDOW SHADES JCJ 06/25/26

DIVISION 13 - SPECIAL CONSTRUCTION (Not Used)

DIVISION 14 – CONVEYING EQUIPMENT (Not Used)

FACILITY SERVICES SUBGROUP:

DIVISION 21 – FIRE SUPPRESSION (Not Used)

DIVISION 22 – PLUMBING

SECTION NO. SECTION TITLE ISSUED BY ISSUE DATE

220400 GENERAL CONDITIONS FOR PLUMBING TRADES CES 06/25/26

220503 PIPES AND TUBES FOR PLUMBING PIPING AND EQUIPMENT CES 06/25/26

220523 GENERAL DUTY VALVES FOR PLUMBING PIPING CES 06/25/26

220529 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT CES 06/25/26

220700 PLUMBING INSULATION CES 06/25/26

223000 PLUMBING SPECIALTIES CES 06/25/26

224000 PLUMBING FIXTURES CES 06/25/26

DIVISION 23 – HEATING, VENTILATING, AND AIR CONDITIONING (not used)

SECTION NO. SECTION TITLE ISSUED BY ISSUE DATE

230400 GENERAL CONDITIONS FOR MECHANICAL TRADES CES 06/25/26

230529 HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT CES 06/25/26

233100 HVAC DUCTS AND CASINGS CES 06/25/26

233300 AIR DUCT ACCESSORIES CES 06/25/26

233400 HVAC FANS CES 06/25/26

238126 SPLIT SYSTEM AIR CONDITIONERS CES 06/25/26

238200 HEATING UNITS CES 06/25/26

DIVISION 25 – INTEGRATED AUTOMATION (Not Used)

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DIVISION 26 – ELECTRICAL

SECTION NO. SECTION TITLE ISSUED BY ISSUE DATE

260400 GENERAL CONDITIONS FOR ELECTRICAL CES 06/25/26

260503 EQUIPMENT WIRING CONNECTIONS CES 06/25/26

260519 BUILDING WIRE AND CABLES CES 06/25/26

260526 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS CES 06/25/26

260529 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS CES 06/25/26

260533 RACEWAY AND BOXES CES 06/25/26

260553 IDENTIFICATION FOR ELECTRICAL SYSTEMS CES 06/25/26

260923 LIGHTING CONTROL DEVICES CES 06/25/26

262416 PANELBOARDS CES 06/25/26

262726 WIRING DEVICES CES 06/25/26

265100 LIGHTING CES 06/25/26

265600 SITE LIGHTING LG 06/25/26

DIVISION 27 – COMMUNICATIONS

SECTION NO. SECTION TITLE ISSUED BY ISSUE DATE

270526 GROUNDING AND BONDING FOR COMMUNICATIONS SYSTEMS CES 06/25/26

270529 HANGERS AND SUPPORTS FOR COMMUNICATIONS SYSTEMS CES 06/25/26

270533 CONDUITS AND BACKBOXES FOR COMMUNICATIONS SYSTEMS CES 06/25/26

270553 IDENTIFICATION FOR COMMUNICATIONS SYSTEMS CES 06/25/26

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

SECTION NO. SECTION TITLE ISSUED BY ISSUE DATE

280529 HANGERS AND SUPPORTS FOR ELECTRONIC SAFETY AND SECURIT CES 06/25/26

280533 CONDUITS AND BACKBOXES FOR ELECTRONIC SAFETY AND SECUR CES 06/25/26

280553 IDENTIFICATION FOR ELECTRONIC SAFETY AND SECURITY CES 06/25/26

282300 VIDEO SURVEILLANCE CES 06/25/26

SITE AND INFRASTRUCTURE SUBGROUP:

DIVISION 31 – EARTHWORK

SECTION NO. SECTION TITLE ISSUED BY ISSUE DATE

310000 EARTHWORK LG 06/25/26

311100 CLEARING AND GRUBBING LG 06/25/26

312316 EXCAVATION, BACKFILL, AND SUBGRADE PREPARATION FOR

PAVEMENT LG 06/25/26

312319 DEWATERING LG 06/25/26

312333 TRENCH EXCAVATION AND BACKfiLL FOR UTILITIES LG 06/25/26

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Supplementary Conditions 001524 - 1

SUPPLEMENTARY CONDITIONS

GENERAL

A. The following supplements modify the "General Conditions of the Contract for Construction", AIA Document A201, 2017 Edition, Electronic Format.

B. Where a portion of the General Conditions is modified or deleted by these Supplementary Conditions, the unaltered portions of the General Conditions shall remain in effect.

ARTICLE 1 - GENERAL PROVISIONS

1.2 CORRELATION AND INTENT OF THE CONTRACT DOCUMENTS

Add the following to Subparagraph 1.2.1:

". . . In the event of conflicts or discrepancies among the Contract Documents, interpretations will be based on the following priorities.

.1 The Agreement.

.2 Addenda, with those of later date having precedence over those of earlier date.

.3 The Supplementary Conditions.

.4 The General Conditions of the Contract for Construction.

.5 Drawings and Specifications.

In the case of an inconsistency between Drawings and Specifications or within either Document not clarified by addendum, provide the material, equipment or system, as directed by the Architect."

Add the following Subparagraph to Paragraph 1.2:

"1.2.4 The Sections of Division 1 - General Requirements of the Specifications govern the execution of work of all Sections of the Specifications."

1.5 OWNERSHIP AND USE OF DRAWINGS, SPECIFICATIONS AND OTHER INSTRUMENTS

OF SERVICE.

Add the following subparagraph to Paragraph 1.5.1:

“1.5.1.1 The Contractor may obtain electronic copies of the Drawings for their use, only for this project. In accepting and utilizing any drawings or other data on any form of electronic media generated and provided by the Architect, the Owner and its agents covenant and agree that all such drawings and data are instruments of service of the Architect, who shall be deemed the author of the drawings and data, and shall retain the common law, statutory law and other rights, including copyrights. The Owner and it’s agents further agree not to use these drawings and data, in whole or in part for any purpose or project other than the project indicated. The Owner and it’s agents agrees to waive all claims against the Architect, resulting in damage, liability or costs, or loss of any kind, from any unauthorized changes or reuse of the drawings and data for this project or any other project, by anyone other than the Architect. In addition, the Owner and it’s agents agrees to the fullest extent

NEW FAIRFIELD , CONNECTICUT

Supplementary Conditions 001524 - 2 permitted by law to indemnify and hold the Architect harmless from any damage, liability or costs, including reasonable attorneys fees and costs of defense arising from any changes made by anyone other than the Architect or from any reuse of the drawings and data without prior written consent of the Architect.

ARTICLE 2 - OWNER

2.2 INFORMATION AND SERVICES REQUIRED OF THE OWNER

Add the following Clause to Subparagraph 2.2.3:

"2.2.4.1 Data concerning site, size, access to site, staging and storing, present obstructions on or near the site, conditions of existing adjacent structures, locations and depths of sewers, conduits or pipes, gas lines, position of sidewalks, curbs and pavements, and other data concerning site conditions, has been obtained from sources Owner believes reliable. Accuracy of such data, however, is not guaranteed and is furnished solely for accommodation of Contractor. Use of such data is made at Contractor's sole risk and expense."

Delete Subparagraph 2.2.5 and substitute the following:

"2.3.6 The Contractor will be furnished digital Drawings and Project Manuals. No additional sets will be provided."

ARTICLE 3 - CONTRACTOR

3.4 LABOR AND MATERIALS

Delete Subparagraph 3.4.2 and substitute the following Subparagraphs:

"3.4.2 After the Contract has been executed, the Architect will consider a formal request for the substitution of products in place of those specified only under the conditions set forth in the General Requirements, Division 1 of the Specifications. By making requests for substitutions, the Contractor:

3.4.2.1 represents that the Contractor has personally investigated the proposed substitute product and determined that it is equal or superior in all respects to that specified;

3.4.2.2 represents that the Contractor will provide the same warranty for the substitution that the Contractor would for that specified;

3.4.2.3 certifies that the cost data presented is complete and includes all related costs under this Contract except the Architect's redesign costs, and waives all claims for additional costs related to the substitution which subsequently become apparent; and

3.4.2.4 shall coordinate the installation of the accepted substitution, making such changes as may be required for the Work to be complete in all respects.

3.4.4.4 shall make requests for substitutions within 45 days of execution of contract.”

3.5 WARRANTY

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Supplementary Conditions 001524 - 3

Add the following Subparagraphs to 3.5:

“3.5.3 The Contractor shall submit, prior to the first Application for Payment, the Contractor’s Construction Schedule.

3.5.4 The Contractor shall submit, prior to the Application for Payment of that item, statements from materials and systems manufacturer’s, that the materials and systems manufacturer’s accept the conditions and requirements for warranties for their product or system. Failure to submit manufacturer’s acceptance to special conditions and requirements, approval for payment for materials or system, including labor to install, will be withheld.

3.5.5 Contractor shall obtain written warranty from manufacturer and installer and deliver it to Architect no later that the time at which the work covered by the warranty is delivered and installed.

3.5.6 Unless otherwise specified, the Contractor shall warrant (guaranty) all work against defects resulting from the use of material, workmanship, or equipment which is inferior, defective or not in accordance with the terms of the Contract. This warranty shall be in effect for one year from the date of issuance of the Certificate of Substantial Completion for the Project or designated portions thereof and shall be in addition to, and not a substitute for, any other rights of Owner under the Contract Documents or existing in law."

3.6 TAXES

Add the following to end of Subparagraph 3.6.1:

". . . The Contractor shall include no amount for State Sales Tax on products which are permanently installed or placed in this Project. The Owner will furnish tax exemption number."

3.7 PERMITS, FEES, AND NOTICES

Add the following to end of Subparagraph 3.7.1:

". . . The Town of New Fairfield will waive its fees for the permits and inspections necessary for the proper execution and completion of the Work."

3.8 ALLOWANCES

Delete the last word “and” and the semicolon, and add the following to the end of Subparagraph 3.8.2.2 after the word “following”:

". . . except when installation is specified as part of the allowance in the General Requirements, Division 1, of the Specifications; and"

3.17 ROYALTIES, PATENTS AND COPYRIGHTS

Add the following to the end of Subparagraph 3.17:

". . . In the event of legal action arising out of such infringement for which the Contractor is responsible and which action has the effect of stopping the Work, the Owner may require the

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Supplementary Conditions 001524 - 4

Contractor to substitute other products of like kind as will make it possible to pursue and complete the Work. Costs and expenses caused thereby shall be borne by the Contractor."

ARTICLE 4 - ARCHITECT

4.2 ADMINISTRATION OF THE CONTRACT

Add the following Clause to Subparagraph 4.2.2:

"4.2.2.1 Where it is stated in the Documents that the Contractor shall pay for services of the Architect, such payment shall be at a rate of two and one half (2.5) times the Architect's Direct Personnel Expense plus any expenses incurred in providing such services. Direct Personnel Expense is defined as the direct salaries of the Architect's personnel engaged on the Project and the portion of the cost of their mandatory and customary contributions and benefits related thereto, such as employment taxes and other statutory employee benefits, insurance, sick leave, holidays, vacations, pensions and similar contributions and benefits."

Delete Subparagraph 4.2.10 and substitute the following:

"4.2.10 A Project Representative may be provided at the site by the Architect. The Project Representative's duties, responsibilities and limitations of authority are as set forth in AIA Document B352, Duties, Responsibilities and Limitations of Authority of the Project Representative, a copy of which is bound in this Project Manual."

ARTICLE 5 - SUBCONTRACTORS

5.2 AWARD OF SUBCONTRACTS AND OTHER CONTRACTS FOR PORTIONS OF THE

WORK

Add the following sub-subparagraph to Subparagraph 5.2.1:

"5.2.1.1 To facilitate and expedite the investigations of proposed Subcontractors, Sub-subcontractors, fabricators and suppliers of materials and equipment, the Contractor, at the request of the Owner, shall submit a statement in writing in sufficient detail to establish that each has the capability, experience, reliability and uncommitted productive capacity to carry out the Work to be performed pursuant to each such proposed subcontract, sub-subcontract or procurement contract, in a manner consistent with the requirement of this Contract for Construction. All such submittals shall include a fully detailed analysis of principal personnel and organization, financial condition, construction plant, equipment and facilities. Submit a completed AIA Document A305, Contractors Qualification Statement” from each subcontractor, and sub-subcontractor.

ARTICLE 6 - CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS

6.2 MUTUAL RESPONSIBILITY

Add the following Clause to Subparagraph 6.2.3:

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Supplementary Conditions 001524 - 5

"6.2.3.1 If a separate contractor sues or initiates an arbitration proceeding against the Owner on account of any damage alleged to have been caused by the Contractor, the Owner shall notify the Contractor who shall defend such proceedings at the Contractor's expense, and if any judgement or award against the Owner arises therefrom the Contractor shall pay or satisfy it and shall reimburse the Owner for all attorney's fees and court or arbitration costs which the Owner has incurred."

ARTICLE 7 - CHANGES IN THE WORK

7.1 GENERAL

Add the following to end of Subparagraph 7.1.1:

". . . The Contractor's proposal for a change in the Work shall be itemized completely and shall include material costs and quantities; labor wages, time, insurance and pensions; equipment rental, other than small tools. There shall be no extension in the Contract time unless the Contractor can effectively demonstrate that the work delayed is on the critical path of the Project Schedule."

7.2 CHANGE ORDERS

Add the following paragraph to Paragraph 7.2:

“7.2.2 “The Contractor's proposal for a change in the Work shall be completely itemized and shall include material costs and quantities; labor wages, time, insurance and pensions; and equipment rental, other than small tools. Additional material, labor, equipment, overhead and profit or other items not originally included with the Contractor’s Proposal shall not be reviewed by the Architect nor accepted by the Owner after the Proposal has been accepted and a Change Order issued for the Work. There shall be no extension in the Contract time unless the Contractor can effectively demonstrate that the scope of work included in the Change has a quantifiable effect (either positively or negatively) on the critical path of the Project Schedule.

1) The Change Order will include all of the costs associated with the change in the Work and will include the following language on the Change Order form:

‘THE CONTRACTOR AGREES THAT THIS CHANGE ORDER ADJUSTS THE

CONTRACT PRICE AND TIME TO REFLECT FAIRLY ALL OVERHEAD,

PROFIT, CHARGES, COSTS, EXPENSES, DELAYS, DAMAGES AND OTHER

PAYMENTS THAT MAY BE CLAIMED DUE AND OWING TO THE

CONTRACTOR AS OF THE ABOVE STATED DATE, AND AGREES THAT THE

ACCEPTANCE OF THIS CHANGE ORDER BY THE OWNER SHALL

CONSTITUTE A COMPLETE AND FINAL ACCORD AND SETTLEMENT OF

CONTRACTOR’S CLAIM AGAINST THE OWNER ON ACCOUNT OF THIS OR

ANY PRIOR CHANGE IN THE WORK.’”

7.3 CONSTRUCTION CHANGE DIRECTIVES

Add the following Subparagraph and Clauses to Paragraph 7.3:

"7.3.11 In Subparagraph 7.3.7, the “reasonable amount” for the combined overhead and profit

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7.3.11.1 For the Contractor, for work performed by the Contractor's own forces: 15 percent of the net cost.

7.3.11.2 For the Contractor, for work performed by one or more Subcontractors: 5 percent of the combined net cost of additions and deductions of the Subcontractors.

7.3.11.3 For each Subcontractor, for Work performed by the Subcontractor or his Sub-subcontractors: 10 percent of the combined net cost of their Work.

7.3.11.4 In any event, the total allowance for overhead and profit for a Change in the Work shall not exceed 15 percent of the net cost of the Work.

7.3.11.5 For a Change in the Work resulting in a net deduction in costs, there shall be no allowance for overhead and profit.

7.3.11.6 Cost to which overhead and profit is to be applied shall be determined in accordance with Subparagraph 7.3.3.

7.3.11.7 Proposals, except those so minor that their propriety can be seen by inspection, shall be accompanied by a complete itemization of costs including labor, materials and Subcontracts.

Labor and materials shall be itemized in the manner prescribed above. Include invoices and quotations from material suppliers. Where major cost items are Subcontracts, they shall be itemized also. In no case will a change involving over $500 be approved without such itemization."

ARTICLE 8 - TIME

8.2 PROGRESS AND COMPLETION

Add the following Subparagraph to Paragraph 8.2:

"8.2.4 Except in the event of emergency, no substantial field operations shall be performed outside of regular working hours without the prior approval of the Architect and the Owner. The Contractor shall not be entitled to additional compensation for work performed outside of regular working hours."

8.3 DELAYS AND EXTENSIONS OF TIME

Add the following Clauses to Subparagraph 8.3.2:

"8.3.2.1 Claims of delay and requests for extension of time shall set forth in detail the circumstances of such claim, the dates upon which claimed delay began and ended, and the number of days' extension of time requested. The Contractor shall provide supporting documentation as the Architect may require, including a revised Construction Schedule indicating the effect of the circumstances which form the basis for the claim.

8.3.2.2 The Contractor shall not be entitled to an extension of time for each and every one of a number of causes which have a concurrent and interrelated effect on the progress of the Work.

8.3.2.3 Claims for extension of time arising out of authorized changes in the Work shall be made in writing prior to or concurrent with the submission of the Contractor's proposal for such change.

No extension of time arising out of changes in the Work will be granted after the date upon which the Contractor is authorized to proceed with such change unless specific provision for an extension

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8.3.2.4 Any additional cost to the Contractor arising from such change shall be included in the amended Contract Sum set forth in such Change Order. No claim for damages for delay, arising from such change in the Work, shall be recognized or be deemed valid."

Add the following Clause to Subparagraph 8.3.3:

"8.3.3.1 Extension of the Contract Time shall be the Contractor's sole and exclusive remedy for delay of any kind. The Contractor expressly waives any and all right to claim damages for any delay."

ARTICLE 9 - PAYMENTS AND COMPLETION

9.3 APPLICATIONS FOR PAYMENT

Add the following sentence to the end of Subparagraph 9.3.1:

". . . Form of Application for Payment shall be a notarized AIA Document G702, Application and Certificate for Payment, supported with AIA Document G703, Continuation Sheet."

Add the following Subparagraph and Clause to Subparagraph 9.3.1:

"9.3.1.3 During progress of the Work the Owner will pay Contractor 95 percent of the total amount of each payment due. The remaining 5 percent will be retained by the Owner until the Work is completed and accepted in accordance with the Contract Documents.

9.3.1.3.1 Retainage for phased work will be paid to the Contractor by the Owner at the completion of the phased of work. Fulfillment of requirements shall be completed in the same manner as if phasing were not included in this Work."

Delete the first two sentences of Subparagraph 9.3.2 and substitute the following:

"Unless otherwise specifically approved, the Owner will pay only for material and equipment delivered and incorporated in the Work. If approved in advance by the Owner, payment may be similarly made for material and equipment suitably stored on site or off site at a location agreed upon in writing."

Add the following Clauses to Subparagraph 9.3.2:

"9.3.2.1 In addition, for consideration of payment for stored products:

(a) Storage shall be agreed upon in advance, prior to shipment.

(b) Location of storage shall be agreed upon in advance.

(c) Contractor shall be responsible for, and pay costs of, the verification and inspection of storage.

(d) Insurance certificate required for stored items.

(e) Bill of sale from supplier to verify transfer of goods to the Owner.

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9.3.2.2 Schedule of Values and Construction Schedule will be considered in decision on any specific request for payment for storage.

9.3.2.3 Payment for material and equipment delivered and stored shall not relieve Contractor of responsibility for furnishing equipment and material required for the Work in the same manner as if such payment were not made."

Add the following Clause to 9.3.3:

“9.3.3.1 The Contractor shall submit, with each Application for Payment, lien waivers, for the Contractor, subcontractors, material suppliers and other persons or entities which are due payment based on the previous Application for Payment.”

9.3.3.2. At the completion of the Work and prior to submission of the final Application for Payment, the Contractor shall certify that the Work is complete and in accordance with the Contract Document and approved Shop Drawings. Certificate for Payment may be adjusted if the aggregate amount of lien waiver amounts do not agree with previous Application for Payment amounts.”

Add the following Subparagraph and Clauses to 9.3:

"9.3.4 If payment for stored products is approved, Contractor shall furnish with Application for Payment an invoice establishing value of material and equipment stored along with a statement of amount to be paid vendor.

9.3.4.1 Such stored items are subject to prior approval for storage and to inspection by Architect and Owner before payment is recommended.

9.3.4.2 Contractor shall give Owner Certificates of Insurance in accordance with Contract Documents for the full value of the items stored. Insurance to be maintained until items are incorporated in the Work."

9.6 PROGRESS PAYMENTS

Add the following Clause to Subparagraph 9.6.2:

"9.6.2.1 Contractor shall furnish with Application for Payment satisfactory evidence of payment to vendors of products placed in approved storage. This shall be done within 30 days after date of progress payment which includes payment for such stored items. Satisfactory evidence of payment shall be one of the following:

(a) Contractor's canceled check in correct amount with identification of invoices paid.

(b) Fully executed Lien Waiver."

9.7 FAILURE OF PAYMENT

Add the following Subparagraph to Paragraph 9.7:

"9.7.1 If Contractor, in Application for Payment, does not submit evidence of payment to vendor for material and equipment stored, the Architect will recommend deduction of the amount previously allowed for the items stored from the current or subsequent Application for Payment."

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ARTICLE 10 - PROTECTION OF PERSONS AND PROPERTY

10.2 SAFETY OF PERSONS AND PROPERTY

Add the following Clauses to Subparagraph 10.2.4:

"10.2.4.1 When there are indications that the use of explosives or other hazardous materials, equipment or unusual methods is necessary, the Contractor shall give the Owner reasonable advance notice of the conditions.

10.2.4.2 The Contractor shall be solely responsible for the handling, storage, and use of explosive or other hazardous materials when their use is permitted.

10.2.4.3 The Contractor shall not bring explosives onto the site or use in the Work without the prior written permission of the Architect.