Addendum Three.pdf

PDF 571 KB Posted Sep 3, 2024

Attached to: RFB-38-25 Western St Hosp Nursing Facility Renovations
Solicitation number: RFB-785-2500000040-4
Issued by: Clark County, Kentucky

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Written by GovTribe AI · Sep 4, 2024

This document is an Addendum to an Invitation to Bid (ITB) issued by the Commonwealth of Kentucky Department for Facilities and Support Services, Division of Engineering and Contract Administration. The ITB is for Nursing Facility Renovations at Western State Hospital in Hopkinsville, Kentucky.

The Addendum includes several changes to the project specifications and drawings, including revisions to mechanical equipment, piping, and electrical work. Key changes include replacing a drawing, omitting the use of propylene glycol, specifying three-way control valves and 3-speed ECM fan motors for the fan coil units, and defining the responsibilities of the Temperature Controls Contractor. The Addendum also provides details on routing natural gas piping, supporting pipe on the roof, and making modifications to the site utilities.

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Other files

File	Type	Posted
Final_RFB_785_2500000040_3_SO_FORM.PDF	PDF	Sep 3, 2024
Final_RFB_785_2500000040_2_SO_FORM.PDF	PDF	Sep 3, 2024
Final_RFB_785_2500000040_4_SO_FORM.PDF	PDF	Sep 3, 2024
Addendum No 1.pdf	PDF	Sep 3, 2024
Addendum No 2.pdf	PDF	Sep 3, 2024
Final_RFB_785_2500000040_1_SO_FORM.PDF	PDF	Sep 3, 2024

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COMMONWEALTH OF KENTUCKY

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

INVITATION TO BID NO: RFB-38-25

FOR: Nursing Facility Renovations Western State Hospital Cabinet for Health & Family Services Hopkinsville, Kentucky

DATE: September 3, 2024

RFB-785-2500000040

ADDENDUM NO. Three (3)

BIDDER SHALL CONFORM TO THE FOLLOWING CHANGES AS SAME SHALL BECOME BINDING

UPON THE CONTRACT TO BE ISSUED IN RESPONSE TO THIS INVITATION TO BID.

Item 1: Refer to addendum to be distributed by Lynn Imaging for all additions, deletions, and/or changes to specifications and/or drawings.

END OF ADDENDUM

Invitation to Bid No. RFB-38-25 For: Nursing Facility Renovations Western State Hospital Cabinet for Health & Family Services Hopkinsville, Kentucky

Kristi Sharp, Statewide Procurement Manager Division of Engineering and Contract Administration

NURSING FACILITY RENOVATION

WESTERN STATE HOSPITAL

HOPKINSVILLE, KENTUCKY

MARCUM NO. 23853

ADDENDUM 3.00

AUGUST 30, 2024

The following Addendum Items shall be made part of the Contract Documents for the referenced project.

3.01 Refer to Drawing U1.1. Replace with the attached Drawing U1.1 – Revision 1 dated 08-29-2024.

3.02 Refer to Drawing H0.1 – Hydronic Pump Schedule, Note 12. Omit reference to

Propylene Glycol. The system and performance shall be based on water only.

The existing systems do not utilize glycol.

3.03 Refer to Drawing H5.1 – Fan Coil Unit Schedule and Section 230900. The three-way control valves for the hot water and chilled water coils shall be furnished by the Temperature Controls Contractor. Valves shall fail in last position.

3.04 Refer to Drawing H5.1 – Fan Coil Unit Schedule and Section 230900. Furnish all fan coil units with 3-speed ECM fan motor that shall be field adjustable.

Integration of fan speed into the Building Management System is not required.

3.05 Refer to Drawing H5.1 – Fan Coil Unit Schedule and Section 230900. The

Temperature Controls Contractor shall furnish and install the thermostat for all fan coil units. A manufacturer’s thermostat is not required.

3.06 Refer to Drawing ME1.1. Replace with the attached Drawing ME1.1 – Revision 1 dated 08-29-2024.

Attachments:

1. Drawing U1.1 – Revision 1

2. Drawing ME1.1 – Revision 1

END OF ADDENDUM 3.00

OAU

EF1

1-1/2" D

EPEP

MDP-N - 14,16,18

MDP-N - 13,15,17

MDP-N - 8,10,12

EPEP

PANEL EQ-E3

EPEP

PANEL EQ-W3

EPEP

S DS D

PANEL EQ-W3

PANEL EQ-E3

4 4

(TYP.)

1- 1/

2" D

1-1/2" D

G G

GGGGGG G GG G

6 6

7 7

2" G

1-1/2" G

1-1/4" G1-1/4" G

1" G

(TYP)

ME1.1

MECHANICAL-ELECTRICAL ROOF PLAN - BLDGS. 30,31,32,33

17 18 19 20

1 2 43 5 6 87 9 10 11 12 13 14 15 16

DECA LOG #

DRAWING NO.

AS BUILT DATE

FRANKFORT, KENTUCKY

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

FINANCE AND ADMINISTRATION CABINET

COMMONWEALTH OF KENTUCKY

500 SOUTH 17th STREET PADUCAH, KENTUCKY 42002

PHONE - 270.444.9274 WWW.MARCUMENGINEERING.NET

C O P Y R I G H T C , 2 0 2 4 - M A R C U M E N G I N E E R I N G , L L C

ACCOUNT NO.

DATEDESCRIPTION OF REVISIONS

REVISION HISTORY OF THIS DRAWING

DATEDESCRIPTION OF REVISIONS

A&E FILE NO. 23583

DRAWING DATE 05/20/2024

DRAWN BY

CHECKED BY

PHASE RTA

RTA DATE

DRAWING INFORMATION

NURSING FACILITY RENOVATIONS

WESTERN STATE HOSPITAL, HOPKINSVILLE, KY

729-CAKQ-WN05-00

KEY PLAN

05/20/2024

ADDENDUM 3.00 8/29/24

MECHANICAL

CONSTRUCTION TAG NOTES

(APPLIES TO THIS DRAWING ONLY)

OUTSIDE AIR CLEARANCE. MAINTAIN MINIMUM 25'-0" BETWEEN EDGE OF HOOD AND

ANY BUILDING DISCHARGE (PLUMBING VENTS, EXH. FANS, ETC.).

TERMINATE 1-1/2" CONDENSATE DRAIN PIPE IN GUTTER, ABOVE DOWNSPOUT.

ADEQUATELY SUPPORT PIPING AND MAINTAIN MIN. 1/4"=1'-0" SLOPE DOWNWARD

FROM UNIT TO GUTTER.

3 EXISTING RAISED ELEVATOR SHAFT ROOF.

CONTRACTOR SHALL INSTALL PACKAGE UNIT ON ROOF CURB. CURB SHALL BE

COMPATIBLE WITH EXISTING MODIFIED BITUMEN ROOFING. PATCH ROOFING

WEATHER TIGHT. INSTALL STRUCTURAL SUPPORT BELOW UNIT AND AT DUCT

PENETRATIONS PER DETAILS. MAINTAIN 10'-0" MIN. BETWEEN EDGE OF ROOF AND

UNIT.

CONTRACTOR SHALL RELOCATE ALL EXISTING PLUMBING VENTS WITHIN THE

CLEARANCE OF THE OUTSIDE AIR INTAKE. CONTRACTOR SHALL CAP THE

PLUMBING VENT ABOVE AND BELOW THE ROOF AND EXTEND THE VENT TO THE

NEAREST 4” VENT THROUGH ROOF. CONTRACTOR SHALL FIELD VERIFY EXISTING

VENT THROUGH ROOF SIZES PRIOR TO ORDERING MATERIALS.

ROUTE NATURAL GAS PIPING UP ON EXTERIOR OF WALL. PROVIDE AND INSTALL

OFFSETS AS REQUIRED TO ACCOMMODATE EXISTING ROOF OVERHANG, GUTTER

SYSTEM, ETC. PREPARE, PRIME, AND PAINT ALL PIPING, SUPPORTS, ETC. IN COLOR

TO BE SELECTED BY ARCHITECT.

7 ROUTE NATURAL GAS PIPING ON ROOF. ADEQUATELY SUPPORT NATURAL GAS

PIPING AS REQUIRED PER SPECIFICATIONS AND DETAIL.

8 CONNECT PIPING TO UNIT CONNECTION PER MANUFACTURER'S RECOMMENDATION

AND DETAIL.

9 TYPICAL GAS SHUT OFF VALVE.

10 TYPICAL GAS PRESSURE REGULATOR.

NORTH

PROJECT

ROOF PLAN

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

AREA OF

WORK

MECHANICAL

DEMOLITION TAG NOTES

(APPLIES TO THIS DRAWING ONLY)

DISCONNECT AND REMOVE ABANDONED ROOF VENT. EXISTING ROOF CURB SHALL

REMAIN, CAP AND SEAL WEATHER-TIGHT PER DETAIL.

DISCONNECT AND REMOVE EXHAUST FAN AND ALL ASSOCIATED ROOF CURB,

DUCTWORK, CONTROLS, ETC. IN ITS ENTIRETY. PATCH ROOF TO MATCH EXISTING.

3 CONTRACTOR SHALL ABANDON ROOF INTAKE. CAP UNIT BELOW ROOF. FILL WITH

BATT INSULATION, AND CAP AT INTAKE AT ROOF.

ELECTRICAL

DEMOLITION TAG NOTES

(APPLIES TO THIS DRAWING ONLY)

1 DISCONNECT POWER CONNECTION TO EXHAUST FAN AND REMOVE WIRING BACK

TO JUNCTION BOX.

ELECTRICAL

CONSTRUCTION TAG NOTES

(APPLIES TO THIS DRAWING ONLY)

1 PROVIDE POWER CONNECTION TO UNIT. COORDINATE EQUIPMENT FEEDER

ROUTING WITH EXISTING CONDITIONS.

2 PROVIDE POWER CONNECTION TO FAN. PROVIDE DEDICATED NEUTRAL.

MW/DMN

BCA/TG

DURA BLOCK DB SERIES OR

EQUAL PIPE SUPPORT SYSTEM.

FURNISH WITH GALVANIZED

CHANNELS. PIPE STAND SHALL

BE COMPATIBLE WITH ROOF.

PIPE. SEE PLANS FOR

TYPE AND SIZE

REFER TO SPECIFICATIONS

FOR SUPPORT DISTANCE

REQUIREMENTS

EXISTING ROOF

PROVIDE AND INSTALL

SLIP SHEETS

PIPING ON ROOF SUPPORT DETAIL

NO SCALE

PROVIDE AND INSTALL

ADDITIONAL CHANNELS AS

REQUIRED TO MAINTAIN

MINIMUM PIPING SLOPE

6" DIRT LEG WITH THREADED CAP

INSTALL WHERE CAP IS

REMOVABLE FOR CLEANING

NOTES:

1. WHEN GAS PRESSURE REGULATOR IS

LOCATED INSIDE BUILDING, PIPE VENT

TO EXTERIOR OF BUILDING

2. SEE PLANS FOR LINE SIZE

WITH SQUARE HEAD

UNION

GAS PLUG VALVE

FROM GAS SERVICE

NO SCALE

GAS CONNECTION DETAIL

FURNISH AND INSTALL REGULATOR AND

PRESS. GAUGE PER MANUFACTURER'S

REQUIREMENTS (2 PSIG TO 7"-14" PSIG)

CONNECT TO

EQUIPMENT

INSTALL PRESSURE

TEST PORT

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BUILDING 30

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BUILDING 32

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BUILDING 31

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BUILDING 33

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NORTH

AutoCAD SHX Text

NO SCALE

NORTH

PROJECT

PARTIAL SITE PLAN

SCALE: 1"=20'-0"

MECHANICAL

CONSTRUCTION TAG NOTES

(APPLIES TO THIS DRAWING ONLY)

ROUTE 4" HWS/R PIPING UNDERGROUND. COORDINATE ROUTING WITH EXISTING

UTILITIES AND CONDITIONS. TOP OF PIPE SHALL BE AT MINIMUM 30" BELOW

FINISHED GRADE.

SEE DRAWING H2.1 FOR CONTINUATION OF 4" HWS/R PIPING TO CHILLER PLANT

(BLDG. 39).

SEE DRAWING H1.5 FOR CONTINUATION OF 4" HWS/R PIPING TO PUMP ROOM (BLDG.

30).

CONTRACTOR SHALL SAW CUT EXISTING ASPHALT PAVEMENT FOR INSTALLATION

OF PIPING. COORDINATE ROAD CLOSURE AND REQUIRED PHASING WITH OWNER.

PATCH ASPHALT TO MATCH EXISTING FINISHED ELEVATIONS AND PER DETAILS.

CONTRACTOR SHALL SAW CUT SIDEWALK AND RAMP AS REQUIRED FOR

INSTALLATION OF PIPING. REMOVE SECTIONS OF HANDRAILS AND DISPOSE OF

HANDRAILS. PATCH SIDEWALK AND RAMP TO MATCH EXISTING. INSTALL NEW

STEEL HANDRAILS TO COMPLY WITH ADA STANDARDS. PREPARE, PRIME AND

PAINT BLACK TO MATCH EXISTING. WHERE CONCRETE IS PATCHED, REBAR SHALL

BE DOWELED INTO EXISTING CONCRETE ON 2'-0" CENTERS AND SHALL BE

EMBEDDED A MINIMUM OF 6". REBAR SHALL EXTEND INTO NEW CONCRETE AT

MINIMUM 12".

CONNECT NEW 1-1/2" GAS PIPING TO EXISTING GAS MAIN AT OUTLET OF EXISTING

GAS METER. ROUTE 5 PSI GAS PIPING UNDERGROUND TO NURSING FACILITY.

COORDINATE WITH WITH UTILITY COMPANY FOR NEW METER. MODIFY EXISTING

OUTLET PIPING AS REQUIRED TO ACCOMMODATE NEW WORK.

7 INSTALL RISER AT NURSING FACILITY. SEE DETAIL. RISE 2" GAS PIPING AT 2 PSI ON

EXTERIOR OF BUILDING TO ROOF. SEE DRAWING ME1.1 FOR CONTINUATION.

CONTRACTOR SHALL SAW CUT SIDEWALK AS REQUIRED FOR INSTALLATION OF

PIPING. PATCH SIDEWALK TO MATCH EXISTING. WHERE CONCRETE IS PATCHED,

REBAR SHALL BE DOWELED INTO EXISTING CONCRETE ON 2'-0" CENTERS AND

SHALL BE EMBEDDED A MINIMUM OF 6". REBAR SHALL EXTEND INTO NEW

CONCRETE AT MINIMUM 12".

EXISTING NATURAL GAS METER TO REMAIN. METER IS MASTER METER FOR ENTIRE

FACILITY. OUTAGES SHALL BE COORDINATED AND APPROVED BY OWNER AND

ATMOS ENERGY AT MINIMUM 7 CALENDAR DAYS PRIOR TO OUTAGES.

COORDINATE ROUTING WITH EXISTING UTILITIES, LANDSCAPING, TREES, ETC.

PATCH ALL SURFACES AND SOFT SCAPES TO MATCH EXISTING. SEED AND STRAW

ANY DISTURBED LAWNS AND GRASS AREAS.

THIS ROAD CUT SHALL NOT OCCUR SIMULTANEOUSLY AS OTHER ROAD CUT.

ACCESS SHALL BE MAINTAINED TO LOADING AREA FOR KITCHEN AND BUILDING 51

THROUGHOUT DURATION OF THE PROJECT.

U1.1

SITE UTILITY PLAN

MS/MW

BCA

AREA

WORK

31 33

PIPING LEGEND

EXISTING UNDERGROUND SANITARY SEWER PIPINGSS

SYMBOL DESCRIPTION

EXISTING UNDERGROUND STORM WATER PIPINGST

EXISTING UNDERGROUND STEAM PIPINGSM

EXISTING UNDERGROUND NATURAL GAS PIPINGGAS

EXISTING UNDERGROUND CHILLED WATER SUPPLY PIPINGCWS

EXISTING UNDERGROUND CHILLED WATER RETURN PIPINGCWR

EXISTING UNDERGROUND COMMUNICATIONS CONDUITUC

NEW UNDERGROUND HOT WATER SUPPLY PIPINGHWS

NEW UNDERGROUND HOT WATER RETURN PIPINGHWR

EXISTING UNDERGROUND ELECTRICAL CONDUITUE

#9M LIMESTONE.

EXCAVATED MATERIAL.

UTILITY PIPE.

6' -0

" M A

UTILITY LOCATION TAPE.

UTILITY PIPE.

MIN.

UNDISTURBED SOIL.

NOTE:

' M

A X

2'-0"

UNDISTURBED SOIL.

UTILITY PIPE.

TRENCH WIDTH IS OUTSIDE PIPE DIAMETER PLUS 24"

NOTES:

UNDISTURBED SOIL.

FINAL SURFACE.

V A

S 6"

6" P

#9M LIMESTONE.

EXIST. PAVEMENT.

WHEN FINAL SURFACE

IS PAVEMENT USE

COMPACTED DGA

BACKFILL TO 95%

STANDARD PROCTOR

(98% - 100% UNDER

STRUCTURES).

GREATER THAN

0" REQUIRES

SLOPING.

SLOPE TO CONFORM WITH

O.S.H.A. REQUIREMENTS.

INSTALL CONTINUOUS

TRACER WIRE.

PAVEMENT AREAS OR

BELOW BUILDINGS.

COMPACTED DGA TO

84% SOLID VOLUME.

COMPACTED BACKFILL SHALL BE PLACED TO A ONE FOOT MIN. DEPTH OF COVER. THE

INITIAL BACKFILL SHALL BE A MATERIAL FREE FROM ROCKS GREATER THAN 1/2 " DIA., SOIL

CLODS OR FROZEN MATERIAL. IF AUTOMATIC TAMPERS ARE USED, CARE SHALL BE

EXERCISED TO AVOID DAMAGE TO THE PIPE.

COMPACTED DGA TO

84% SOLID VOLUME.

UTILITY TRENCH DETAILS

NO SCALE

THE CONTRACTOR MAY AT HIS

OPTION DEPENDING ON SOIL

CONDITIONS OR DEPTH OF

TRENCH, USE SHORING AND

BRACING IN TRENCH

EXCAVATIONS. THIS SHALL

CONFORM TO ALL APPLICABLE

O.S.H.A. REGULATIONS.

WHEN FINAL SURFACE

INCLUDES TOPSOIL AND

GRASS IN LANDSCAPED

AREAS, USE COMPACTED

EARTH BACKFILL TO 92%

STANDARD PROCTOR.

FINISHED

GRADE.

IT'S THE LAW

www.kentucky811.com

Kentucky 811 Know what's below.

Call before you dig.

Call 811 or 800-752-6007

BURIED UTILITIES NOTE

BURIED UTILITIES ARE SHOWN AT THEIR APPROXIMATE LOCATION

BASED UPON INFORMATION OBTAINED FROM UTILITY COMPANIES

AND FIELD EVIDENCE. OTHER BURIED UTILITIES MIGHT EXIST ON

THE SUBJECT SITE WHICH ARE NOT SHOWN ON THIS DRAWING.

USE EXTREME CAUTION DURING EXCAVATION PROCEDURES AND

CONTACT KENTUCKY 811 @ 811 OR 1-800-752-6007 FOR EXACT

LOCATION OF BURIED UTILITIES PRIOR TO EXCAVATION

OPERATIONS.

EXCAVATION NOTE

THIS PROJECT IS DESIGNATED AS AN UNCLASSIFIED

SOILS SITE. REFER TO THE CIVIL DRAWINGS AND

GEOTECHNICAL REPORT FOR EXISTING SUB SURFACE

CONDITIONS. THE CONTRACTOR IS RESPONSIBLE FOR

REMOVING ROCK ENCOUNTERED DURING INSTALLATION

OF ANY SPECIFIED WORK.

1 1/2" ASPHALT SURFACE COAT OVERLAY

(3/8" MAX AGGREGATE SIZE)

ASPHALT TACK COAT

PETROMAT

1 1/2" MIN.

1 1/2" COMPACTED DEPTH

ASPHALT SURFACE

(3/8" MAX. AGGREGATE SIZE)

2 1/2" COMPACTED

DEPTH ASPHALT BASE

6" COMPACTED DGA

(KDOH GRADING)

ASPHALT OVERLAY DETAIL

NO SCALE

2'-0" MIN.

EXISTING BASENEW BASE

NEW SURFACE COURSE

MILL EXISTING PAVEMENT

TO MIN. 1" DEPTH AND

FEATHER TO MATCH

EXISTING ASPHALT PAVEMENT OVER DGA BASE

51 63

17 18 19 20

1 2 43 5 6 87 9 10 11 12 13 14 15 16

DECA LOG #

DRAWING NO.

AS BUILT DATE

FRANKFORT, KENTUCKY

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

FINANCE AND ADMINISTRATION CABINET

COMMONWEALTH OF KENTUCKY

500 SOUTH 17th STREET PADUCAH, KENTUCKY 42002

PHONE - 270.444.9274 WWW.MARCUMENGINEERING.NET

C O P Y R I G H T C , 2 0 2 4 - M A R C U M E N G I N E E R I N G , L L C

ACCOUNT NO.

DATEDESCRIPTION OF REVISIONS

REVISION HISTORY OF THIS DRAWING

DATEDESCRIPTION OF REVISIONS

A&E FILE NO. 23583

DRAWING DATE 05/20/2024

DRAWN BY

CHECKED BY

PHASE RTA

RTA DATE

DRAWING INFORMATION

NURSING FACILITY RENOVATIONS

WESTERN STATE HOSPITAL, HOPKINSVILLE, KY

729-CAKQ-WN05-00

KEY PLAN

05/20/2024

ADDENDUM 3.00 8/29/24

PRIVATELY OWNED REGULATOR

SHALL BE FURNISHED AND

INSTALLED BY CONTRACTOR UNION (TYP.)

ROUTE CARBON STEEL GAS

LINE UP EXPOSED ON SIDE OF

BUILDING TO ROOF. SEE

DRAWINGS FOR SIZE

AND CONTINUATION.

PAINT REGULATOR AND PIPE

AFTER INSTALLATION

GAS REGULATOR DETAIL

NO SCALE

GAS PLUG VALVE WITH SQUARE

HEAD (LABEL AS EMERGENCY

SHUT-OFF VALVE)

INSTALL PRESSURE TEST PORT IF

REGULATOR IS INSTALLED

WARNING TAPE 12"-18" BELOW GRADE

INSTALL CONTINUOUS TRACER

WIRE ON PIPING BELOW GRADE

INSTALL REGULATOR

FROM "5" TO "2" PSIG

CARBON STEEL POLYETHYLENE

POLYETHYLENE GAS

DISTRIBUTION LINE

TRANSITION PIPE MATERIALS BELOW GRADE

UTILITY CONTACT

ATMOS ENERGY

ERIC WHITE

OPERATIONS SUPERVISOR

EMAIL: ERIC.WHITE@atmosenergy.com

PHONE: (270) 889-1574

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XFMR

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GENERATOR

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CWS

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CWS

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CWR

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CWR

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HWS

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HWR

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HWS

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HWR

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HWS

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HWR

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HWS

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HWR

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HWS

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HWR

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HWS

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HWR

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HWS

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HWR

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%%UBLDG. 30

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%%UBLDG. 31

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%%UBLDG. 39

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RAMP

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RAMP

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%%UBLDG. 63

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%%UBLDG. 51

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%%UBLDG. 33

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%%UBLDG. 32

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NORTH

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NO SCALE

Addendum Three

2024-08-29 Addm 3.00 (1)

ME1.1

Sheets and Views

ME1.1 MECHANICAL-ELECTRICAL ROOF PLAN - BLDGS. 30,31,32,33

U1.1

Sheets and Views

U1.1 SITE UTILITY PLAN

File details come from the government source that posted it. Updated Sep 4, 2024.