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Printed 01/04/2018 Page 1 of 2 Project No. 45156 – C, E, P DESIGN AND CONSTRUCTION GROUP THE GOVERNOR NELSON A. ROCKEFELLER EMPIRE STATE PLAZA ALBANY, NY 12242 ADDENDUM NO. 3 TO PROJECT NO. 45156 CONSTRUCTION WORK, ELECTRICAL WORK, PLUMBING WORK REPAIR / REPLACE MAIN SEWER LINES PRIORITY 1 AREAS FISHKILL CORRECTIONAL FACILITY PROSPECT STREET, PO BOX 307 BEACON, NEW YORK 12508 January 4, 2018 NOTE: This Addendum forms a part of the Contract Documents. Insert it in the Project Manual. Acknowledge receipt of this Addendum in the space provided on the Bid Form. SPECIFICATION – CONSTRUCTION CONTRACT 1. Specification Section 323113: a. Subpart 1.05, delete paragraph (D) in its entirety. b. Delete Subpart 2.14 in its entirety. c. Delete Subpart 2.15 in its entirety. d. Delete Subpart 2.16 in its entirety. 2. Schedule of Submittals (Appendix): a. Specification Section 323113, delete the three “QCS”-type submittals for Test Reports, Certificates, and Furnishing of security coils. CONSTRUCTION WORK DRAWINGS 3. Drawing G-002 a. General Note 15: Delete the words “CONSTRUCTION CONTRACTOR” and replace with “ELECTRICAL CONTRACTOR.” b. Add new General Note 17: “EXISTING UTILITIES SHALL BE ASSUMED TO HAVE THE FOLLOWING DEPTHS BELOW GRADE: WATER MAINS AND SERVICES – FIVE (5) FEET; ELECTRICAL AND SIGNAL – TWO (2) FEET.” 4. Drawing C-300 a. Replace Drawing C-300 with the attached C-300, with Revision Date 1/4/2018. 5. Drawing C-500 a. Schedule of Sizes for Chain Link Fencing table, replace Diameter of Line Post size with 2-1/2” (previously 3”).
3

DESIGN AND CONSTRUCTION GROUP THE … 03 CEP.pdf · printed 01/04/2018 page 1 of 2 project no. 45156 – c, e, p design and construction group the governor nelson a. rockefeller empire

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Page 1: DESIGN AND CONSTRUCTION GROUP THE … 03 CEP.pdf · printed 01/04/2018 page 1 of 2 project no. 45156 – c, e, p design and construction group the governor nelson a. rockefeller empire

Printed 01/04/2018 Page 1 of 2 Project No. 45156 – C, E, P

DESIGN AND CONSTRUCTION GROUP

THE GOVERNOR NELSON A. ROCKEFELLER

EMPIRE STATE PLAZA

ALBANY, NY 12242

ADDENDUM NO. 3 TO PROJECT NO. 45156

CONSTRUCTION WORK, ELECTRICAL WORK, PLUMBING WORK

REPAIR / REPLACE MAIN SEWER LINES PRIORITY 1 AREAS

FISHKILL CORRECTIONAL FACILITY

PROSPECT STREET, PO BOX 307

BEACON, NEW YORK 12508

January 4, 2018

NOTE:This Addendum forms a part of the Contract Documents. Insert it in the Project Manual.

Acknowledge receipt of this Addendum in the space provided on the Bid Form.

SPECIFICATION – CONSTRUCTION CONTRACT

1. Specification Section 323113:

a. Subpart 1.05, delete paragraph (D) in its entirety.

b. Delete Subpart 2.14 in its entirety.

c. Delete Subpart 2.15 in its entirety.

d. Delete Subpart 2.16 in its entirety.

2. Schedule of Submittals (Appendix):

a. Specification Section 323113, delete the three “QCS”-type submittals for Test Reports,

Certificates, and Furnishing of security coils.

CONSTRUCTION WORK DRAWINGS

3. Drawing G-002

a. General Note 15: Delete the words “CONSTRUCTION CONTRACTOR” and replace

with “ELECTRICAL CONTRACTOR.”

b. Add new General Note 17: “EXISTING UTILITIES SHALL BE ASSUMED TO HAVE

THE FOLLOWING DEPTHS BELOW GRADE: WATER MAINS AND SERVICES –

FIVE (5) FEET; ELECTRICAL AND SIGNAL – TWO (2) FEET.”

4. Drawing C-300

a. Replace Drawing C-300 with the attached C-300, with Revision Date 1/4/2018.

5. Drawing C-500

a. Schedule of Sizes for Chain Link Fencing table, replace Diameter of Line Post size with

2-1/2” (previously 3”).

Page 2: DESIGN AND CONSTRUCTION GROUP THE … 03 CEP.pdf · printed 01/04/2018 page 1 of 2 project no. 45156 – c, e, p design and construction group the governor nelson a. rockefeller empire

ADDENDUM NO. 3 TO PROJECT NO. 45156 JANUARY 4, 2018

Edited and/or Printed 01/04/2018 Page 2 of 2 Project No. 45156 – C, E, P

ELECTRICAL WORK DRAWINGS

1. Drawing G-002

a. General Note 15: Delete the words “CONSTRUCTION CONTRACTOR” and replace

with “ELECTRICAL CONTRACTOR.”

b. Add new General Note 17: “EXISTING UTILITIES SHALL BE ASSUMED TO HAVE

THE FOLLOWING DEPTHS BELOW GRADE: WATER MAINS AND SERVICES –

FIVE (5) FEET; ELECTRICAL AND SIGNAL – TWO (2) FEET.”

2. Drawing E-101

a. Site Plan: Note that all work under this project starts at MH-44 and continues to the Bar

Screen Building, including new MH-45. Existing conditions from MH-44 back through

MH-39 is shown for informational purposes.

3. Drawing E-102

a. Part Site Plan: The configuration of site components shall be as shown in C-200. Details

1/E-101, 2/E-101, 3/E-101, and 4/E-101 still apply to trench details into the 15KV switch,

between the 15KV switch and pad-mounted transformer, between the pad-mounted

transformer and electrical enclosure, and between electrical enclosure and Bar Screen

Building, respectively. The Single Line Diagram shows the relative configuration of

electrical equipment.

END OF ADDENDUM

Margaret F. Larkin

Executive Director

Design and Construction

Page 3: DESIGN AND CONSTRUCTION GROUP THE … 03 CEP.pdf · printed 01/04/2018 page 1 of 2 project no. 45156 – c, e, p design and construction group the governor nelson a. rockefeller empire

45156 C

DESIGN & CONSTRUCTION

WOODARDCURRAN

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HEAT TUNNEL TO BLDG. 21
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CONC
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SHOWN ARE APPROXIMATE
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#9 HORTICULTURE F.F.E=322.43
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WATER VALVE PIT R=291.46 9.4' COVER 8" OR 10"
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SIGNAL MH R=297.14 CNO
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SIGNAL MH R=290.90 UNABLE TO OPEN
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FIRE PROTECTION
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GUARD TOWER
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VISITING ROOM COURTYARD
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OFFICER'S STATION
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BARBER SHOP COURTYARD
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W/ RAZOR WIRE
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16' CHAINLINK
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16' CHAINLINK
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16' CHAINLINK
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8' CHAINLINK
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16' CHAINLINK
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#27 ICE HOUSE NO FLOOR
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#34 GREETING BOOTH F.F.E.=238.00
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BUILDING F.F.E.=305.50
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GUARD SHACK
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INDUSTRY BUILDING F.F.E.=305.46
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PARKING
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CONCRETE
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CB
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COULD
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CLEANOUT
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CLEANOUT
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STORM
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DRAIN
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SITE PLANS
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C-300
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5
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%%UBAR SCALE
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CHECK GRAPHIC SCALE BEFORE USING
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0
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1" = 20'
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20'
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20'
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40'
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CONNECT EXISTING ROOF LEADER TO NEW BURIED STORM PIPE. DETERMINE APPROPRIATE TRANSITION FITTINGS IN FIELD.
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6" SDR 26 PVC PROVIDE MIN. 24" COVER AND PITCH AT MIN. 2% SLOPE
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EXISTING 12" VCP STORM SEWER
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12" SDR 26 PVC
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12" SDR 26 PVC 2% SLOPE MIN (ON ALL PIPES)
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CONNECT EXISTING ROOF LEADER TO EXISTING CATCH BASIN
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EXISTING 8" STORM SEWER
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DISCONNECT EXISTING CATCH BASIN DISCHARGE FROM SANITARY MANHOLE AND PLUG WITH HYDRAULIC CEMENT. CORE NEW PENETRATION FOR PVC PIPE. SEAL ANNULAR SPACE WITH HYDRAULIC CEMENT.
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EXISTING CATCH BASIN INV. = 296.50
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INV. = 295.70
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INV. = 297.43
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CONTRACTOR TO VERIFY AND PLUG EXISTING CATCH BASIN DISCHARGE.
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12" SDR-26 PVC 2% SLOPE MIN. 24" MIN. COVER
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DRYWELL SEE DETAIL ON SHEET C-502
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VIEW A
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VIEW B
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VIEW C
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%%UBAR SCALE
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CHECK GRAPHIC SCALE BEFORE USING
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0
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150'
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150'
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300'
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1" = 150'
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KEY MAP
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VIEW B
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VIEW A
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VIEW C
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CLEAN CATCH BASIN AND VERIFY DISCHARGE LOCATION
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CORE DRILL EXISTING MH FOR NEW CONNECTION. SEAL ANNULAR SPACE WITH HYDRAULIC CEMENT.
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1/4/2018
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WARNING:
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FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE
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NEW YORK STATE EDUCATION LAW AND/OR REGULATIONS
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ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT
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UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE
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AND IS A CLASS 'A' MISDEMEANOR.
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PROFESSIONAL, I.E. ARCHITECT FOR AN ARCHITECT,
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THE ALTERATION OF THIS MATERIAL IN ANY WAY,
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CLIENT:
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CONTRACT:
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TITLE:
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LOCATION:
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SHEET TITLE:
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DESIGNED BY:
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PROJECT
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DRAWN BY:
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DRAWING NUMBER:
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FIELD CHECK:
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APPROVED:
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SHEET OF
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MARK
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DATE
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DESCRIPTION
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-
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NUMBER:
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SANITARY SEWER REHABILITATION
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FISHKILL CORRECTIONAL FACILITY
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18 STRACK DR.
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BEACON, NY 12508
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DEPARTMENT OF CORRECTIONS
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AND COMMUNITY SERVICES
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36x24 PLOT SHEET
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CONSULTANT
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CONSTRUCTION
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23
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KK/KM
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MB
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SR
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1
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FINAL DESIGN
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R=320.96
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R=301.02
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R=300.82
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R=298.46
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R=298.23
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R=300.50
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R=299.14
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R=299.34
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R=299.82
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R=299.61
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R=296.88
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EXISTING STORM SEWER MANHOLE INV. = 291.83